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HomeMy WebLinkAboutSDP200800022 Plan - Approved 2008-04-16LOTS 59e=62 & 70e=73 I a)',ELVEDERE PHASE I Pmq BLOCK 6A ) SHEET NO. DRAWING NO. TITLE 1 OF 6 T-1 COVER SHEET 2 OF 6 E-1 EXISTING CONDITIONS 3 OF 6 S-1 OVERALL PIAN 4 OF 6 S-2 SITE PLAN 5 OF 6 S-3 SITE PIAN DETAILS Nk NOTES 6 OF 6 L -i LANDSCAPE PIAN, DETAILS, NOTES AND SCHEDULES NOTES: 1. BELVEDERE PHASE 1 PLANS ENTITLED 'ROUGH GRADING PIAN, EROSION do SEDIMENT CONTROL PLAN, AND STORMWATER MANAGEMENT' (DATED JUNE 22, 2006 /WPO 2006-00048), "ROAD AND STORM DRAM IMPROVEk1ENTS' (DATED JUNE 14, 2006 / WPO 2006-00048), AND 41 ER MART AND SANITARY SEWER IMPROVEMENTS' (DATED SEPTEMBER 1, 2006 / OFF-SITE CONNECTIONS) HAVE BEEN APPROVED. THE IMPROVEMENTS AND GRADING ASSOCIATED WITH THE AFOREMENTIONED PIANS HAVE BEEN SHOWN AS EXISTING WITH THIS PIAN FOR COORDINATION PURPOSES AS WELL AS REPRESENTING THE CONDITIONS AT THE TIME CONSTRUCTION FOR THIS PLAN COMMENCES. THE AFOREMENT04ED PLANS WILL BE CONSTRUCTED CONCURRENTLY. 2. PLANS ENTITLED "BELVEDERE PHASE 1 - BLOCKS 3, 4A. 5A, 58 h 9A WATER MIO SEWER IMPROVEMENTS' (DATED DECEMBER 29, 2006) WERE APPROVED BY ACSA ON JULY 7, 2007. WATER AND SEWER IMPROVEMENTS TO SERVE THIS PROJECT ARE TO BE CONSTRUCTED WITH THE AFOREMENTIONED PLAN (TO INCLUDE EXTENDING THE SEWER HOUSE CONNECTIONS TO THE LOT UNE AND EXTENDING THE WATER HOUSE CONNECTIONS TO THE PROPERTY LINE AND SETTING WATER METERS). 3. SEE PLANS ENTITLED 'BELVEDERE PHASE 1 - BLOCKS 3, 4A, 5A. 6B k 9A EROSION AND SEDIMENT CONTROL PLAN' WPO 2007-00029 (DATED APRIL 18, 2007) FOR EIS CONTROL MEASURES (ON-STI'E) TO BE IMPLEMENTED CONCURRENTLY WITH THIS PUN. 4. STORMWATER MANAGEMENT OUANTTY AND QUALITY CONTROLS FOR THE PROJECT AREA IS PROVIDED IN STORMWATER MANAGEMENT FACILITY 5 TO BE CONSTRUCTED WITH PIANS ENTITLED 'BELVEDERE PHASE 1'. BLOCKS 3. 4A. 5A 68 k 9A ROAD AND DRAINAGE PLAN (WPO 2007-00029). DRAINAGE DIVIDES ESTABLISHED BY THE AFOREMENTIONED PLANS HAVE BEEN HONORED. 5. SOLID WASTE WILL BE COLLECTED IN INDIVIDUAL UNIT CONTAINERS AND PICKED UP BY PRIVATE SERVICE 6. ALL ALLEYS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE HOME OWNER ASSOCIATION. ALL ROADS ARE TO BE OWNED AND MAINTAINED BY VDOT. 7, ALL LOTS ARE TOWNHOMES UNLESS OTHERWISE NOTED. 8. THERE IS A 20 FOOT WIDE EASEMENT FOR ACSA OVER ALL SANITARY SEWER AND WATER LINES OUTSIDE OF PUBLIC ROAD RIGHT-OF-WAYS. 9. SEE PLANS ENTITLED 'BELVEDERE PHASE 1 - BLOCKS 3, 4A. 5A, 68, h 9A ROAD AND STORM DRAM IMPROVFIMEN756 FOR INFORMATION ON THE PARCELIZATION OF THE REST OF TMP 62A3-1 (PARTIAL). 10. PARCELS (LOTS 59-62, 70-73) INCLUSIVE AND THE RESIDUE OF TAX MAP/PARCEL TMP62A3-1 (PARTIAL) CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 11. THERE ARE NO WETLANDS WITHIN BELVEDERE PHASE 1 - BLOCK 6A LOTS 59-62 3 70-73. 12. ON-SITE SOILS IDENTIFIED AS 19(B) h 19(C) CULLE.N LOAM PER THE USDA SOIL SURVEY OF ALBEMARLE COUNTY, VIRGINIA. ALBEMARLE COUNTY DEPARTMENT APPROVAL: NEEM, REV. DATE DESCRIPTION OF REVISION (ALL CHANGES LISTED) SHEETS REVISED 1 7 t 7T • �iL _ _�._ ADDRESS COUNTY COMMENTS (PARKING do SETBACKS) 1. 3. 4. 5 h 6 ra• a )I`TITY DEVELOPMENT I CERTIFY THAT THESE FINAL PIANS MEET THE REQUIREMENTS OF THE ALBEMARLE COUNTY ZONING ORDIUNCE, THE WATER PROTECTION ORDINANCE, TWE SUBDIVISION ORDINANCE. AND THE DESIGN STANDARDS MANUAL. AND ARE PREPARED CCOR `�N�CvE'►WITHrINEERING EXPEDITED REVEIW FINAL PLANS CHECKLIST. SIGNATURE ' DATE3/3i o0 REVISION INDEX REV. DATE DESCRIPTION OF REVISION (ALL CHANGES LISTED) SHEETS REVISED 1 3/31/2008 ADDRESS COUNTY COMMENTS (PARKING do SETBACKS) 1. 3. 4. 5 h 6 FEBRUARY 4, 2008 FINAL SITE PLAN Carrsbrook N 0 Westmoreland 1 00 °fo SITEa �+ Rivanno �° River South e Mall �O N0. �� va'r Fork �o pt Block 6A y°F H�asA°te RIO Belvedere Blvd Wakefield Free State Rd 2° I Belvedere Blvd ® ` Dunlora o� o� c "--Dunlora Drive U a River p Run Pen A °R Pen Park VICINITY MAP SCALE: ]"=2000' SITE DATA PHASE I. BLOCK 6A OWNER/DEVELOPER/APPLICANT: ENGINEER: SOURCE OF BOUNDARY SURVEY: • ffl=e •n• SOURCE OF WETUIND SURVEY: BELVEDERE STATION LAND TRUST C/O STONEHAUS DEVELOPMENT P.O. BOX 6786 CHARLOTTESVILLE. VA 22906 (434)974-7588 ATTR: CHRIS SCHOOLEY. CU EMAIL: CSCHOOLEYOSTONEHAUS.NET WW ASSOCIATES. INC 1402 GREENBRIER PLACE CHARLOTTESVILLE, VA 22901 (434) 984-2700 ATM: DAVID M. JENSEN. P.E. EMAIL: OJENSENOWWASSOCNTESMET WW ASSOCIATES ALTA/ACSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC DATED FEBRUARY 6, 2006. AERIAL SURVEY PERFORMED BY VIRGOM RESOURCE MAPPING (DECEMBER, 2005) HORIZONTAL DATUM: VIRGINIA STATE GRID NORTH -SOUTH ZONE VERTICAL DATUM: NAVD 88 WILLIAMSBURG ENVIRONMENTAL GROUP, DATED FEBRUARY 3, 2006 SITE DATA CONTINUED: COUNTY, STATE: MAGISTERIAL DISTRICT: TAX MAP PARCEL(S): ALBEMARLE. VA RIO TMP 62A3-00-00-1 (PARTIAL) REZONED AREA: 78.76 ACRES RESK1l1E AREA 27.39 ACRES OWNER: BELVEDERE STATION LAND TRUST D.B. 1836 PC. 184 ZONING: NMO PER ZMA 2004-00007 EXISTING USE: VACANT PROPOSED USE: RESIDENTIAL COMP. PIAN LAND USE DESIGNATION: MAP B URBAN NEIGHBORHOOD 2 (NEIGHBORHOOD AND URBAN DENSITY) WATER RESOURCE AREA, DEVELOPMENT AREA - NEIGHBORHOOD WATER SUPPLY PROTECTION AREA N/A YARD REQUIREMENTS: SEE STANDARDS FOR TOWNHOUSES AND SINGLE-FAMILY DETACHED RESIDENTIAL STRUCTURES ON SHEET 6 OF 6 MAXIMUM STRUCTURE HEIGHT: S8 38' PARKING TABULATIONS PARKING REQUIRED: 2 SPACES PER SINGLE FAMILY ATTACHED TOWNHOUSE UNIT PLUS 1 SPACE FOR EVERY FOUR SINGLE FAMILY ATTACHED TOWNHOUSE UNITS SINGLE FAMILY ATTACHED TOWNHOUSE 8 TOWNHOUSES X 2 - 18 SPACES PLUS 8 / 4 - 2 SPACES TOTAL SPACES REOUIRED = 16 + 2 - 18 SPACES PARKING PROVIDED: 1 ON LOT SPACE PER SINGLE FAMILY ATTACHED TOWNHOUSE LOT PROVIDED = 8 X 1 = 8 SPACES 10 OFF LOT PARKING SPACES PROVIDED ON FARROW DRIVE WEST (ROAD D). COLE STREET (ROAD E), AND ADDISON STREET (ROAD L) TOTAL SPACES PROVIDED - 8 + 10 - 18 SPACES AREA TABULATIONS OVERALL AREA TABULATIONS: TOTAL BELVEDERE AREA - 267.01 ACRES TOTAL PHASE 1 AREA = 80.69 ACRES BELVEDERE RESIDUE - 186.32 ACRES (267.01AC - 80.69AC) TOTAL PHASE i BLOCKS 3, 4A, 5A, 68 3 9A = 35.62 ACRES (9.60AC + 12.30AC + 1.35AC + 11.62AC + 0.75AC) PHASE I RESIDUE = 45.07 ACRES (80.69AC - 35.62AC) TOTAL AREA BLOCK 6A 0.51 ACRE PHASE 1 NEW RESIDUE = 44.56 ACRES (45.07AC - 0.51AC) CURRENT DEVELOPMENT AREA TABULATIONS (BLOCK 6A): AREA OF LOTS - 0.51 ACRE AREA OF ALLEYS (OPEN SPACE) - N/A AREA OF OPEN SPACE* - N/A AREA OF STREET FRONTAGE TO BE TRANSFERRED - N/A AREA OF SIDEWALKS h PAVED TRAILS = N/A IMPERVIOUS AREA - 0.31 ACRES % IMPERVIOUS - 61% (0.31AC / 0.51AC) SINGLE FAMILY ATTACHED UNITS (TOWNHOUSES) - 8 UNITS DENSITY - 15.69 (8 UNITS / 0.51AC) * AN OPEN SPACE SCHEDULE IS LOCATED ON DRAWING NO. S-3. BELVEDERE PHASE 1 (BLOCKS 3, 4A 5A, 6A, 6B, Nk 9A COMBINED): DENSITY = 3.04 (110 UNITS/36.13 AC.) 0 1 ADDRESS COMM COMMENTS (PARKING 3 SETBACK) DW 3/31/2008 DESIGNED BY: PROJECT. REVISION NUMBER: 1% QP ` KG BELVEDERE PHASE 1 - BLOCK 6A. LOTS 59-62 k 70-73 1 ENODNBIILSDRAWN BY: FINAL SITE PLAN SURVEYORS KG DRAWING NUMBER: DAVID N. JENSEN s PIANNF.R.S TITLE: T- 1 � 11 REVIEWED BY: COVER SHEET ASSOCIATES N>✓M WWA NUMBER: FILE NAME: SCALE: DATE: SHEET NUMBER: _ °jONAL h.. � � 207073.03 707303C-T-T.dwg H: AS MOTEO 2/4108 1 of 6 V. NIA NO. PF iI¢ION Rv PF' -ION I�` r � ADDITIONAL PARCEL INFORMATION )UNLORA LOT I IMP OWNER 213 62F1-213 TODD C PETERSON 214 62F1-214 JOHN TODD HAYMANS 215 62F7-215 PATRICIA R CROOK 215A 62FI-215A JANE E JOHANSEN 216 62F1-216 JAMES M CULVER 217 62F1-217 MARYANNE N HIGGINS 218 62F1-218 MARCOS L BALCELLS 219 62F1-219 THOMAS R HARVEY 312 62F-312 KATIE L DOTSON 356 62F1-356 KIMBERLY PERRY CHONG 357 62F1-357 TOMMY J CLICK 358 62F1-358 LINDA L CALDWELL 362A 62F -362A ALICE C COOK 362B 62F -362B ALBERT 8 SHIKIAR 363 62F-363 GRESHAM M SYKES 364 62F-364 PHYLLIS K CHILDRESS 365 6217-365 JANICE S LINKOUS 366 62F-366 ROBERT C BEVERLY 367 62F-367 GEORGE RICHARD COLEMAN 368 62F-368 MICHAEL P KLEKAMP 369 62F-369 DENISE CASTEEN ATWOOD 370 62F-370 MICHAEL D HORN 371 62F-371 CONRAD A SMITH 372 62F-372 HARRY L MARSHALL 373 62F-373 CHRISTINE G BARNICLE 374 62FO-374 MARION G ROTHMAN 375 62F-375 JUDITH K SANDS 376 62F-376 NANCIE C GARTH 377 62F-377 CHARLES J GAGLIANO 378 62F-378 JUDY LYNN SAVAGE 403 62F1-403 CHRISTOPHER D WILLIAMS 404 62F1-404 ROY S COLE 405 62F1-405 BILLY R BUTLER +1 MISCELLANEOUS NOTES 1. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE 'X' ON FEMA FIRM MAP 51003C 02790, DATED 2/4/2005. 2. HORIZONTAL DATUM: VA STATE GRID NORTH -SOUTH ZONE NAD 83 VERTICAL DATUM: NAVD 88 I I PHASE I 7 \�`, ■nau lax ✓/ lylll, 1\ \ j7/ ` l .__ ;� /'ll�r=0�_`_�__=� ZZ- +� � --- i I , 1 I -- l \ •�• \ \ \ - ``\ \ \' - _ \ \- � _��-fes/ /� / C 'i _ - i __--'�/ I _ - � •��' - - - •- - - - © - - _s =_- -- 4- 74 1 iso- \ LAIZI e N�RRUTkLED� - 1 \PAM K ZpNED � JI _' !\ `\ \ \ \ ' — — - _ _ =_=�1= — __- - ' f — ----- = _ \ \ — — — —'M► TK_E— — - / — JN \----------- ,\ \ \ `\ \-a�Qq�yZr�(— \ \ _' — ' \ R� \ \gym--- .L I � - _-- j TMP 61 -00-00-1 6MOW 06` �/ \ \ \ \ iA(IIGN.�LtJ� tNC� — — — — .. I \-//(GREEN MER - RUTHLEDGE / \ ZON�D`LR \ , _ / �� 3 \ SWIM CLUB INC. I \/_ \ \ \ \ \ _ ► - _ i-"� LOT 7 f `� \v _---- ZONED R-4 I / 1 l \ `\ \ � -_� •' - -0\ I I L 55� � i i3f>" L 7/wo ----._ _ - —\ _- f _ — — —\ , � — \ \\ \\ `' __ _, ' '//' /� \\ /\ / "_— /4A» LOT L OT 56 FUTURE y LOT . ) I \ : \ ' I LOT 5a«� LOT _ L - 75 I NEIGHBORHOOD - --- �� �'°.° _ - CENTER\_ I M 61 159A �; ^ , \ I _ _ LOT 67 y — / _ — _ - \ \T\ / / s & MARY WELLS, , ADDITIONAL PARCELINFORMATION LOT 601N E DB -2T6 5 P G 3�2 .o �`� �= ��� �/ / -- �, _ , ; � �,; � � `;, ,,\ �, / '' \ � ` y I LOT 61LOT 66 / LOT 'y/_C \ \\ \ \\ \ DUNLORA LOT ISP OWNER L T-QF_S4�J�E DEUS- \ \ I I \\3.-- - / = I -- / /' ,- - -_ /►/ _-__/; \\ \ 213 62171-213 TODD C PETERSON 214 62F1-214 JOHN TODD HAYMANS 215 62F1-215 PATRICIA R CROOK -_- mILLPI �r 0O215A 62F1 -215A JANE E JOHANSEN 0d° < \ / 216 62F1-216 JAMES M CULVER \ - - - BARBA RO - _ - /- 217 62171-217 MARYANNE N HIGGINS 218 62171-218 MARCOS L BALCELLSQB oo �\---_----� ------ y - -- 219 62171-219 THOMAS R HARVEY 2F-3 a%fwiah., 1 1 " •: / / _ \ - - - 356 62F1-356 KIMBERLYPERRYPERRY CHONG _211 \ - - r EX BELVEDERE BLVD - l `%�"�'E I - -- E ( / 357 62F1-357 TOMMY J CLICK � - �,r , v _ ---�� - }• p >s I GN 1 ! 1 \ \\, \ / l - - 358 62171-358 LINDA L CALDWELL r _ 362A 6217-362A ALICE C COOK I(' ` \ 362B 62F-3628 ALBERT B SHIKIAR �� �' /' /,•= ,,__,�_ � \�\ \ y. \;�_ _ � \ � � •.\; ._ _ _ --_ /'' _\ 63 6217-363 GRESHAM M SYKES \ \ \ - `� - - _ _ SII - \ - \ _ _ _ � ,,, / / /�, �,, , � \ � � � � \\tib \ $ i � 1 � �- � / / / / 364 F- 6 PHYLLIS K CHILDRESS / 62 3 4 rEtr--------- i / / r / _ �` \ \\� \ v — \ �. 1 O 1 O 1 r - - r / / / / / / / / III ` JANICEPHASEII / / r _ 365 62F-365 RORER S LINKERS / / III - 366 6217-366 ROBERT C BEVERLY t-- \XN 367 6217-367 GEORGE RICHARD COLEMAN - \\ 368 62F-368 MICHAEL P KLEKAMP t \ �.r�,,i� 369 6217-369 DENISE CASTEEN ATWOOD \ \ \\ \ \\\`--_ __ / 62F-370 MICHAEL D HORN \\ 371 62F-371 CONRAD A SMITH 4\ ' _ / _ — — _ _ — — — — __------- 242 _ — — _ \ 372 62F-372 HARRY L MARSHALL � BG/ 544, � � i � ` \ \ � � � \ \ � o OT � - - - _ - - .1 iii'- �- - /// — _ _ — - 373 62F-373 CHRISTINE G BARNIC E I I o -' g _ -_ -- --- - 11��--- --' ' / / / ; // //,' �� - 374 62FO-374 MARION G ROTHMAN L \'h `\ \ \ ` '/ i = =_ \\ __ _ \ - - //, ----- _ - _ . // / // / / /, __- - - , - \ \ 375 62F-375 JUDITH K SANDS o 0 7 /, '- _ _ _ _ = _ _ _ _ _ - _ / / ,' // / /,' /// /.' /' _ ----- \ \ \ 376 62F-376 NANCIE C GARTH 377 62F-377 CHARLES J GAGLIANO -- -- H -•# �- / L 1 / / , _ _ _ / ,, - / ,��'� ��� _- \ _ ` - - \ . 378 62F-378 JUDY LYNN SAVAGE - - '1 • , / 1'�% / \ li� T 01�� !�o 1 \ / __--' // / / ��' _ _ - - - \ 403 62F1-403 CHRISTOPHER D WILLIAMS - _- ' • ' // \_ _ _ / /' � - 404 62171-404 ROY S COLE � L �0 '� ` ' -'�/ ) -'-----.a'°' / / / \ I 1 \+per — \ \ / �/ /�(, \ \ \ \ \ \ \Ih.\ s \ of ` , \ \ �,` / / / — — _ \ `\ \ _ \ / / // 7 / 1 \ \ \ ,\ / 1 - !- \ \ I ► 1 ��\ \ \ _ ,. \ \ 405 62F1-405 BILLY R BUTLER or ° `� , ��e ' �------`--\� --\ 11111 II Ill \ \ - / \ / I 1 , \\ )�l•j 1 1 I 1 \ / ,,.o, \ 1 I \ \ \ \\ \ \\\ \\ \ \ \ J —'(o `�' / _,' /// p /' //I 1111 1 . / ► ` 3 � ter_ I\\ � ---`fir'=_-'---=� •� �� / — — 11 / / — — — — — — _. _ — — \\ EXISTIN "'. \ ' � ib' / � _ — — ',% — � — \ �b-_---------\ \ \ \ i / / / / � / / / / It it I Ilnll \ 1 \ 1`� TMP 62-00-00-8 _ �� ------- / \ 1 \ \ \\ 1 1 \ \\\\\.\ _- \ \ \ \ \\\ \ \ v, �/ / , )� / / / \ `\\ \` _ ��o-- \ \ 11It \\ \ I // /PHILLIP E. SR. & BARBARA J. BROWNIf I/ / / / 1 1 , • ZONED R-4\ / . / / \ I _ — \ \ / / / 1 \ / I \ / / / \ \ \ \ l I I / / l / r ,. . / / / (till \`\`\ \ 1 1 I I 1 1 1 i //li / / \.__-/� '� _; �_,, r.•-, ZI _ / / / /,' / / / /, i071- / 21 TMP 62F -00 -00 -FO I i / ( / / / BELVEDERE STATION �0\ 1 �� LAND TRUST \\� � , / - ok ,, �/ / /% / % �/ / /�_� I 1 I / / "0 \ ZONED R 4 \ ` \ O/ \ / /, /i /,, I I o�A NO 110 TMP 62F -00-00-F1 oQj _ / I , O c / / / ° TMP 62-00-00-6 ')v// /i'/ lJ�1I i� I \' \ IF THIS DRAWING IS A REDUCTION e / / /i BELVEDERE STATION LAND TRUST \ \ s,, '` / ANDERSON D LOHR �/ j11/ I YI l � �� GRAPHIC SCALE MUST BE USED /// /j J If \ / O ZONED R-4 1 ZONED R4 \ I �\ ' 1,. SSS // 11 1 `` \( SCALE: 1 100 \\ \ I 10 SS>/�pT 2i9 1 100' 0 100' ' O 1 DELETED STRIPED PARKING SPACES DMJ 3/31/08 DESIGNED BY: PROJECT: REVISION NUMBER: '1H Op ` KG BELVEDERE PHASE 1 — BLOCK 6A, LOTS 59-62 do 70-73 1 EN(3RQM DRAWN BY• FlNAL SITE PLAN SY I DA TF I NO. WFl,i /ON SY I DA L � DW M. JIM0 No. 11 o�l��.3 3/ p 6�► JONAL SURVEYORS PLANNERS ASSOCIATES gMi41It 14aO> - * fta L VA 2q� Chobs wf• VA ZWI j 16.60f0 lfwr. 434.9142700 KG REVIEWED BY: WM WW4 NUMBER: 207073.03 TITLE: FILE NAME: 707303C -S- l.dwg OVERALL PLAN SCALE: H: 1 =100' V. NIA DATE: 2/4/08 DRAWING NUMBER: S-1 SHEET NUMBER: 3 of 6 ------------------Z _ — ------------- -- — — ----- - - - -----_-z_�.� --__---___-- lvk �— - ---_ ---_ L BLOCK 6A----------------- ZZ- +� � --- i I , 1 I -- l \ •�• \ \ \ - ``\ \ \' - _ \ \- � _��-fes/ /� / C 'i _ - i __--'�/ I _ - � •��' - - - •- - - - © - - _s =_- -- 4- 74 1 iso- \ LAIZI e N�RRUTkLED� - 1 \PAM K ZpNED � JI _' !\ `\ \ \ \ ' — — - _ _ =_=�1= — __- - ' f — ----- = _ \ \ — — — —'M► TK_E— — - / — JN \----------- ,\ \ \ `\ \-a�Qq�yZr�(— \ \ _' — ' \ R� \ \gym--- .L I � - _-- j TMP 61 -00-00-1 6MOW 06` �/ \ \ \ \ iA(IIGN.�LtJ� tNC� — — — — .. I \-//(GREEN MER - RUTHLEDGE / \ ZON�D`LR \ , _ / �� 3 \ SWIM CLUB INC. I \/_ \ \ \ \ \ _ ► - _ i-"� LOT 7 f `� \v _---- ZONED R-4 I / 1 l \ `\ \ � -_� •' - -0\ I I L 55� � i i3f>" L 7/wo ----._ _ - —\ _- f _ — — —\ , � — \ \\ \\ `' __ _, ' '//' /� \\ /\ / "_— /4A» LOT L OT 56 FUTURE y LOT . ) I \ : \ ' I LOT 5a«� LOT _ L - 75 I NEIGHBORHOOD - --- �� �'°.° _ - CENTER\_ I M 61 159A �; ^ , \ I _ _ LOT 67 y — / _ — _ - \ \T\ / / s & MARY WELLS, , ADDITIONAL PARCELINFORMATION LOT 601N E DB -2T6 5 P G 3�2 .o �`� �= ��� �/ / -- �, _ , ; � �,; � � `;, ,,\ �, / '' \ � ` y I LOT 61LOT 66 / LOT 'y/_C \ \\ \ \\ \ DUNLORA LOT ISP OWNER L T-QF_S4�J�E DEUS- \ \ I I \\3.-- - / = I -- / /' ,- - -_ /►/ _-__/; \\ \ 213 62171-213 TODD C PETERSON 214 62F1-214 JOHN TODD HAYMANS 215 62F1-215 PATRICIA R CROOK -_- mILLPI �r 0O215A 62F1 -215A JANE E JOHANSEN 0d° < \ / 216 62F1-216 JAMES M CULVER \ - - - BARBA RO - _ - /- 217 62171-217 MARYANNE N HIGGINS 218 62171-218 MARCOS L BALCELLSQB oo �\---_----� ------ y - -- 219 62171-219 THOMAS R HARVEY 2F-3 a%fwiah., 1 1 " •: / / _ \ - - - 356 62F1-356 KIMBERLYPERRYPERRY CHONG _211 \ - - r EX BELVEDERE BLVD - l `%�"�'E I - -- E ( / 357 62F1-357 TOMMY J CLICK � - �,r , v _ ---�� - }• p >s I GN 1 ! 1 \ \\, \ / l - - 358 62171-358 LINDA L CALDWELL r _ 362A 6217-362A ALICE C COOK I(' ` \ 362B 62F-3628 ALBERT B SHIKIAR �� �' /' /,•= ,,__,�_ � \�\ \ y. \;�_ _ � \ � � •.\; ._ _ _ --_ /'' _\ 63 6217-363 GRESHAM M SYKES \ \ \ - `� - - _ _ SII - \ - \ _ _ _ � ,,, / / /�, �,, , � \ � � � � \\tib \ $ i � 1 � �- � / / / / 364 F- 6 PHYLLIS K CHILDRESS / 62 3 4 rEtr--------- i / / r / _ �` \ \\� \ v — \ �. 1 O 1 O 1 r - - r / / / / / / / / III ` JANICEPHASEII / / r _ 365 62F-365 RORER S LINKERS / / III - 366 6217-366 ROBERT C BEVERLY t-- \XN 367 6217-367 GEORGE RICHARD COLEMAN - \\ 368 62F-368 MICHAEL P KLEKAMP t \ �.r�,,i� 369 6217-369 DENISE CASTEEN ATWOOD \ \ \\ \ \\\`--_ __ / 62F-370 MICHAEL D HORN \\ 371 62F-371 CONRAD A SMITH 4\ ' _ / _ — — _ _ — — — — __------- 242 _ — — _ \ 372 62F-372 HARRY L MARSHALL � BG/ 544, � � i � ` \ \ � � � \ \ � o OT � - - - _ - - .1 iii'- �- - /// — _ _ — - 373 62F-373 CHRISTINE G BARNIC E I I o -' g _ -_ -- --- - 11��--- --' ' / / / ; // //,' �� - 374 62FO-374 MARION G ROTHMAN L \'h `\ \ \ ` '/ i = =_ \\ __ _ \ - - //, ----- _ - _ . // / // / / /, __- - - , - \ \ 375 62F-375 JUDITH K SANDS o 0 7 /, '- _ _ _ _ = _ _ _ _ _ - _ / / ,' // / /,' /// /.' /' _ ----- \ \ \ 376 62F-376 NANCIE C GARTH 377 62F-377 CHARLES J GAGLIANO -- -- H -•# �- / L 1 / / , _ _ _ / ,, - / ,��'� ��� _- \ _ ` - - \ . 378 62F-378 JUDY LYNN SAVAGE - - '1 • , / 1'�% / \ li� T 01�� !�o 1 \ / __--' // / / ��' _ _ - - - \ 403 62F1-403 CHRISTOPHER D WILLIAMS - _- ' • ' // \_ _ _ / /' � - 404 62171-404 ROY S COLE � L �0 '� ` ' -'�/ ) -'-----.a'°' / / / \ I 1 \+per — \ \ / �/ /�(, \ \ \ \ \ \ \Ih.\ s \ of ` , \ \ �,` / / / — — _ \ `\ \ _ \ / / // 7 / 1 \ \ \ ,\ / 1 - !- \ \ I ► 1 ��\ \ \ _ ,. \ \ 405 62F1-405 BILLY R BUTLER or ° `� , ��e ' �------`--\� --\ 11111 II Ill \ \ - / \ / I 1 , \\ )�l•j 1 1 I 1 \ / ,,.o, \ 1 I \ \ \ \\ \ \\\ \\ \ \ \ J —'(o `�' / _,' /// p /' //I 1111 1 . / ► ` 3 � ter_ I\\ � ---`fir'=_-'---=� •� �� / — — 11 / / — — — — — — _. _ — — \\ EXISTIN "'. \ ' � ib' / � _ — — ',% — � — \ �b-_---------\ \ \ \ i / / / / � / / / / It it I Ilnll \ 1 \ 1`� TMP 62-00-00-8 _ �� ------- / \ 1 \ \ \\ 1 1 \ \\\\\.\ _- \ \ \ \ \\\ \ \ v, �/ / , )� / / / \ `\\ \` _ ��o-- \ \ 11It \\ \ I // /PHILLIP E. SR. & BARBARA J. BROWNIf I/ / / / 1 1 , • ZONED R-4\ / . / / \ I _ — \ \ / / / 1 \ / I \ / / / \ \ \ \ l I I / / l / r ,. . / / / (till \`\`\ \ 1 1 I I 1 1 1 i //li / / \.__-/� '� _; �_,, r.•-, ZI _ / / / /,' / / / /, i071- / 21 TMP 62F -00 -00 -FO I i / ( / / / BELVEDERE STATION �0\ 1 �� LAND TRUST \\� � , / - ok ,, �/ / /% / % �/ / /�_� I 1 I / / "0 \ ZONED R 4 \ ` \ O/ \ / /, /i /,, I I o�A NO 110 TMP 62F -00-00-F1 oQj _ / I , O c / / / ° TMP 62-00-00-6 ')v// /i'/ lJ�1I i� I \' \ IF THIS DRAWING IS A REDUCTION e / / /i BELVEDERE STATION LAND TRUST \ \ s,, '` / ANDERSON D LOHR �/ j11/ I YI l � �� GRAPHIC SCALE MUST BE USED /// /j J If \ / O ZONED R-4 1 ZONED R4 \ I �\ ' 1,. SSS // 11 1 `` \( SCALE: 1 100 \\ \ I 10 SS>/�pT 2i9 1 100' 0 100' ' O 1 DELETED STRIPED PARKING SPACES DMJ 3/31/08 DESIGNED BY: PROJECT: REVISION NUMBER: '1H Op ` KG BELVEDERE PHASE 1 — BLOCK 6A, LOTS 59-62 do 70-73 1 EN(3RQM DRAWN BY• FlNAL SITE PLAN SY I DA TF I NO. WFl,i /ON SY I DA L � DW M. JIM0 No. 11 o�l��.3 3/ p 6�► JONAL SURVEYORS PLANNERS ASSOCIATES gMi41It 14aO> - * fta L VA 2q� Chobs wf• VA ZWI j 16.60f0 lfwr. 434.9142700 KG REVIEWED BY: WM WW4 NUMBER: 207073.03 TITLE: FILE NAME: 707303C -S- l.dwg OVERALL PLAN SCALE: H: 1 =100' V. NIA DATE: 2/4/08 DRAWING NUMBER: S-1 SHEET NUMBER: 3 of 6 a 0 M n 0 A c _v a v M 0 M 0 r- 0 / 0 t 0 Y m v t CL 0 e A M n 0 r- 0 N Bslwdsre RAsidsntlal UnHs Phase I Blocks 3, 4A, 5A, 6 dL 9A (Fmm AppwAd Valiance) • ®UMLWEZSFDNA@rls LINE PH2 ®EM® / �I L5 25.88' S46'07'08"E L6 21.98' S46'07'08"E L7 22.00' S46'07'08"E L8 7.07' S46'07'08"E L13 7.19' S46'07'07"E L14 21.98' S46'07'07"E L15 19.10' S46'07'07"E L16 25.83' S46'07'07"E L17 3.62' S82'48'00"E L18 2.90' S46'07'07"E L19 108.50' N43'52'51 "E L20 25.84' N46'07'09.W L21 108.50' N43'53' 11 "E L22 22.00' N46'07'09"W L23 108.50' N43'53' 11 "E L24 21.98' N46'07'09"W L25 108.50' N43'53' 11 1 L26 0.68' N46'07'09"W L27 82.19' N43'52'51 "E L28 6 1.47 S43'5 251 "W 0�00���00000 34.07' N46'07'09"W L30 107.44' N43'52'51 "E L31 22.00' N46'07'090W L32 107.44' S43'52'51 "W L33 21.98' N46'07'09"W L34 107.44' N43'52'51 "E L35 25.89' N46'07'09"W L36 107.44' S43-53'1 1 "W �����0000000 o�m®©0000a��a STAIR SCHEDULE 11M SEE SHEET NO. 5 OF 6 FOR TYPICAL TOWNHOUSE LOTS AND SETBACKS. PER THE CODE OF DEVELOPEMENT FOR ZMA 2004-0007 ACCESSORY STRUCTURES HAVE A REAR YARD OF 4' AND A SIDE YARD OF 3' %0- I I DELETED SCREENED SURFACE PARKING SPACES NO. pr s�1`_�;ION DMJ 13/31/2008 S> \ - I, ,- - I _----------- I � JrAlr 8-3-5 ----� - -- --- - _. --_. ,_, --- -- ---- ---- ------.- ____._.._._--------------Fes------� --n- -----------------------------.__._._-_._ ._--..__. - --� --- � -- s..� 1. C1 - - - - -- 1 - Are 1 I ' i l • M I !i ,ice y - t r i T t 1 T .- ` �� • f `-1 L L 16 i'l 07P• W ..__ P" ,N ._-_- A• W 1, W P" W - __ P' W ... P. .h, I----- - __ P' .Y ..._-_ � W ---_._ P• W "-___-'_ P• '. - - P• LY - ( ' _ .N ci a0 3 LOT 70 5.00) NIEGAW CS PORCH -486 �'.. l - -- - -- - - - - - -- - -- -- - _ 1 6, WARVaLE�\ � � 3636 SF 0.084 AIC l II y L25 � D-1081 I I I ! twos+ serMc■ - � C:._ ;S -36A dx _ 1, j ! LOT 71 \ C eu F -488.35 cs f r .I I �1 J 1 - .02 .� l o A I ILL � r ! ! � i • • � PORCH�488 � I 2385 SF OA55 AC � J. ! � � I r I 35 v � I �I 5 S -MB---- - - - - ( { + t BUJE RIDGE CS ^ Co --� LOT M r REVERSED Ir .a I ■ a I R, III T i^ I \f , i j I PORCH -488.02 + ;;• i I I , �/ I __ - ! r' I I ' 2387 SF 0.055 AC n, I Ex. WATERT 'll ,+ I I �y�1✓'-- - - - -- - - - -- -- - - - - -- - � S-39 - I I� LOT 73 I METER i'S 0 I a I + li i -F---� . � - - � - ' = � ! + 1 � ALLEGfMf1r CS -----_ __ -- - ----!-'--i-�--1- -i.- - - - --- - -- -- ---- --- -- --- -- ._ ---- ---- --- --. ._. r _- _� I I�.y _ II I II FF I � I _ PORCH 489.52 � � � I i I + f I ! ! � V � I _ �, � 2803 SF 0.064 AC : C , I I � - �� �-- ---- _ 1 I I I i 1 I �•- I � , 7, � � I� I I I A r I � � �� I + _ I ` - - -1 II I ! u 12 1 ! ! I M 487.17 'INV. UT= 79.5 I - G LOT CS � � �` � r � ! � � �� � �. 1 I � _ . _. - - _- -- - - -- ... -- -- - - ... - • - - - _ . � _ �: _ � _ I , I I � I r ! I FF -491.64 I I PORCH 461.31 2781 SF 0.064 -AC -- Lar 064 _AC-- I ,� 1 1 # 1•*, I LOT 60 BLUE RIDGE CS FF -493.31R 2 96 I l.. 1 M I 2362 SF 0.054 AC R II N L32 T - - -- - - - , LOT 61 i II ' I � BLUE RIDGE CS REVERSED FF -493.31 l PORCH •492 98 � 1:.. _- - I , ! � �, ► i M I 23" SF o.054 AC x k9� '�°4 �� _ ! - - -- - --- rl , T� LOT 6 r1r cs I REvERSED 1 Q II FF -493.98 rl I PORCH -493.65 2504 SF 0.057 AC I I ! i I ' �� '? I - j �.� `t _ - I I S 40 20 ACCESS i X. Sh0 51G �` 5 ND $TFC I < ko� i - - - ` t� ' EASEMENT i I s ; J I 110' AdCESS _-S-42 - - - - L ,� - - - - - - - - -- - - ENT I ,EJISENA AND- \ 1 ------ - -- NAME - % - -- -- - -- ---- - -- - - _ M I EX I OP=48 1 - --- - -- ---- - - -- -- - - -- - -1 . 20 ' _ Ex. Nv.ouT a �oo -! l I �\ I j 1 I I ,� � -_ � � �- I � i � i � I i � _ I l _� S44 -- ----- -- - I41 -� r - - i j '� E --- -, r I - REDUCTION - -- _ . �- I I ! . � , � � ' I � � IF 1'1•IIS OiiAWING IS A � I ,I GRAPHIC SCALE MUST BE USED S -44A SCALE: 1" , 90' I ` 0 I I� n, C> 20 0 20 i DESIGNED BY: In WP KG ENoDmm DRAWN BY: .. SURVEYORS KG mm M. JENSEN ,PLANNM 11 REVIEWED BY: N0.I ASSOCIATES lO�s41N 14�GwiUrllwtr WWA NUMBER: �6 !`a 434.11s,NM lrnL ax�ts'tM OxQb - 207073.03 f LVISiON RY I i,1 ; I ' PROJECT. REVISION NUMBER: BELVEDERE PHASE I - BLOCK 6A, LOTS 59-62 & 70-73 1 FlNAL SITE PLAN TITLE: FILE NAME: 707303C-S-2.dwg SITE PLAN SCALE: DATE: H: 1 -20' 2/4/08 V. N/A DRAWING NUMBER: S-2 SHEET NUMBER: 4 of 6 UNE TABLE LINE LENGTH BEARING L5 25.88' S46'07'08"E L6 21.98' S46'07'08"E L7 22.00' S46'07'08"E L8 7.07' S46'07'08"E L13 7.19' S46'07'07"E L14 21.98' S46'07'07"E L15 19.10' S46'07'07"E L16 25.83' S46'07'07"E L17 3.62' S82'48'00"E L18 2.90' S46'07'07"E L19 108.50' N43'52'51 "E L20 25.84' N46'07'09.W L21 108.50' N43'53' 11 "E L22 22.00' N46'07'09"W L23 108.50' N43'53' 11 "E L24 21.98' N46'07'09"W L25 108.50' N43'53' 11 1 L26 0.68' N46'07'09"W L27 82.19' N43'52'51 "E L28 6 1.47 S43'5 251 "W L29 34.07' N46'07'09"W L30 107.44' N43'52'51 "E L31 22.00' N46'07'090W L32 107.44' S43'52'51 "W L33 21.98' N46'07'09"W L34 107.44' N43'52'51 "E L35 25.89' N46'07'09"W L36 107.44' S43-53'1 1 "W SEE SHEET NO. 5 OF 6 FOR TYPICAL TOWNHOUSE LOTS AND SETBACKS. PER THE CODE OF DEVELOPEMENT FOR ZMA 2004-0007 ACCESSORY STRUCTURES HAVE A REAR YARD OF 4' AND A SIDE YARD OF 3' %0- I I DELETED SCREENED SURFACE PARKING SPACES NO. pr s�1`_�;ION DMJ 13/31/2008 S> \ - I, ,- - I _----------- I � JrAlr 8-3-5 ----� - -- --- - _. --_. ,_, --- -- ---- ---- ------.- ____._.._._--------------Fes------� --n- -----------------------------.__._._-_._ ._--..__. - --� --- � -- s..� 1. C1 - - - - -- 1 - Are 1 I ' i l • M I !i ,ice y - t r i T t 1 T .- ` �� • f `-1 L L 16 i'l 07P• W ..__ P" ,N ._-_- A• W 1, W P" W - __ P' W ... P. .h, I----- - __ P' .Y ..._-_ � W ---_._ P• W "-___-'_ P• '. - - P• LY - ( ' _ .N ci a0 3 LOT 70 5.00) NIEGAW CS PORCH -486 �'.. l - -- - -- - - - - - -- - -- -- - _ 1 6, WARVaLE�\ � � 3636 SF 0.084 AIC l II y L25 � D-1081 I I I ! twos+ serMc■ - � C:._ ;S -36A dx _ 1, j ! LOT 71 \ C eu F -488.35 cs f r .I I �1 J 1 - .02 .� l o A I ILL � r ! ! � i • • � PORCH�488 � I 2385 SF OA55 AC � J. ! � � I r I 35 v � I �I 5 S -MB---- - - - - ( { + t BUJE RIDGE CS ^ Co --� LOT M r REVERSED Ir .a I ■ a I R, III T i^ I \f , i j I PORCH -488.02 + ;;• i I I , �/ I __ - ! r' I I ' 2387 SF 0.055 AC n, I Ex. WATERT 'll ,+ I I �y�1✓'-- - - - -- - - - -- -- - - - - -- - � S-39 - I I� LOT 73 I METER i'S 0 I a I + li i -F---� . � - - � - ' = � ! + 1 � ALLEGfMf1r CS -----_ __ -- - ----!-'--i-�--1- -i.- - - - --- - -- -- ---- --- -- --- -- ._ ---- ---- --- --. ._. r _- _� I I�.y _ II I II FF I � I _ PORCH 489.52 � � � I i I + f I ! ! � V � I _ �, � 2803 SF 0.064 AC : C , I I � - �� �-- ---- _ 1 I I I i 1 I �•- I � , 7, � � I� I I I A r I � � �� I + _ I ` - - -1 II I ! u 12 1 ! ! I M 487.17 'INV. UT= 79.5 I - G LOT CS � � �` � r � ! � � �� � �. 1 I � _ . _. - - _- -- - - -- ... -- -- - - ... - • - - - _ . � _ �: _ � _ I , I I � I r ! I FF -491.64 I I PORCH 461.31 2781 SF 0.064 -AC -- Lar 064 _AC-- I ,� 1 1 # 1•*, I LOT 60 BLUE RIDGE CS FF -493.31R 2 96 I l.. 1 M I 2362 SF 0.054 AC R II N L32 T - - -- - - - , LOT 61 i II ' I � BLUE RIDGE CS REVERSED FF -493.31 l PORCH •492 98 � 1:.. _- - I , ! � �, ► i M I 23" SF o.054 AC x k9� '�°4 �� _ ! - - -- - --- rl , T� LOT 6 r1r cs I REvERSED 1 Q II FF -493.98 rl I PORCH -493.65 2504 SF 0.057 AC I I ! i I ' �� '? I - j �.� `t _ - I I S 40 20 ACCESS i X. Sh0 51G �` 5 ND $TFC I < ko� i - - - ` t� ' EASEMENT i I s ; J I 110' AdCESS _-S-42 - - - - L ,� - - - - - - - - -- - - ENT I ,EJISENA AND- \ 1 ------ - -- NAME - % - -- -- - -- ---- - -- - - _ M I EX I OP=48 1 - --- - -- ---- - - -- -- - - -- - -1 . 20 ' _ Ex. Nv.ouT a �oo -! l I �\ I j 1 I I ,� � -_ � � �- I � i � i � I i � _ I l _� S44 -- ----- -- - I41 -� r - - i j '� E --- -, r I - REDUCTION - -- _ . �- I I ! . � , � � ' I � � IF 1'1•IIS OiiAWING IS A � I ,I GRAPHIC SCALE MUST BE USED S -44A SCALE: 1" , 90' I ` 0 I I� n, C> 20 0 20 i DESIGNED BY: In WP KG ENoDmm DRAWN BY: .. SURVEYORS KG mm M. JENSEN ,PLANNM 11 REVIEWED BY: N0.I ASSOCIATES lO�s41N 14�GwiUrllwtr WWA NUMBER: �6 !`a 434.11s,NM lrnL ax�ts'tM OxQb - 207073.03 f LVISiON RY I i,1 ; I ' PROJECT. REVISION NUMBER: BELVEDERE PHASE I - BLOCK 6A, LOTS 59-62 & 70-73 1 FlNAL SITE PLAN TITLE: FILE NAME: 707303C-S-2.dwg SITE PLAN SCALE: DATE: H: 1 -20' 2/4/08 V. N/A DRAWING NUMBER: S-2 SHEET NUMBER: 4 of 6 CURVE TABLE CURVE LENGTH RADIUS r,,H0R C BEARING DELTA TANGENT Cl 42.41 27.00 38.18 N01'07'09"W 90'00'00" 27.00 C3 7.02 12.00 6.92 N2T07'46"E 33-30"11 " 3.61 C 4 4 .41 2 7. 2 00 1 38.8 w N88'52 51 E . w 90'00 00 27.00 C5 1 32.63 71.50 32.35 N59'11'30"W 26'08'49" 16.60 SEE SHEET NO. 5 OF 6 FOR TYPICAL TOWNHOUSE LOTS AND SETBACKS. PER THE CODE OF DEVELOPEMENT FOR ZMA 2004-0007 ACCESSORY STRUCTURES HAVE A REAR YARD OF 4' AND A SIDE YARD OF 3' %0- I I DELETED SCREENED SURFACE PARKING SPACES NO. pr s�1`_�;ION DMJ 13/31/2008 S> \ - I, ,- - I _----------- I � JrAlr 8-3-5 ----� - -- --- - _. --_. ,_, --- -- ---- ---- ------.- ____._.._._--------------Fes------� --n- -----------------------------.__._._-_._ ._--..__. - --� --- � -- s..� 1. C1 - - - - -- 1 - Are 1 I ' i l • M I !i ,ice y - t r i T t 1 T .- ` �� • f `-1 L L 16 i'l 07P• W ..__ P" ,N ._-_- A• W 1, W P" W - __ P' W ... P. .h, I----- - __ P' .Y ..._-_ � W ---_._ P• W "-___-'_ P• '. - - P• LY - ( ' _ .N ci a0 3 LOT 70 5.00) NIEGAW CS PORCH -486 �'.. l - -- - -- - - - - - -- - -- -- - _ 1 6, WARVaLE�\ � � 3636 SF 0.084 AIC l II y L25 � D-1081 I I I ! twos+ serMc■ - � C:._ ;S -36A dx _ 1, j ! LOT 71 \ C eu F -488.35 cs f r .I I �1 J 1 - .02 .� l o A I ILL � r ! ! � i • • � PORCH�488 � I 2385 SF OA55 AC � J. ! � � I r I 35 v � I �I 5 S -MB---- - - - - ( { + t BUJE RIDGE CS ^ Co --� LOT M r REVERSED Ir .a I ■ a I R, III T i^ I \f , i j I PORCH -488.02 + ;;• i I I , �/ I __ - ! r' I I ' 2387 SF 0.055 AC n, I Ex. WATERT 'll ,+ I I �y�1✓'-- - - - -- - - - -- -- - - - - -- - � S-39 - I I� LOT 73 I METER i'S 0 I a I + li i -F---� . � - - � - ' = � ! + 1 � ALLEGfMf1r CS -----_ __ -- - ----!-'--i-�--1- -i.- - - - --- - -- -- ---- --- -- --- -- ._ ---- ---- --- --. ._. r _- _� I I�.y _ II I II FF I � I _ PORCH 489.52 � � � I i I + f I ! ! � V � I _ �, � 2803 SF 0.064 AC : C , I I � - �� �-- ---- _ 1 I I I i 1 I �•- I � , 7, � � I� I I I A r I � � �� I + _ I ` - - -1 II I ! u 12 1 ! ! I M 487.17 'INV. UT= 79.5 I - G LOT CS � � �` � r � ! � � �� � �. 1 I � _ . _. - - _- -- - - -- ... -- -- - - ... - • - - - _ . � _ �: _ � _ I , I I � I r ! I FF -491.64 I I PORCH 461.31 2781 SF 0.064 -AC -- Lar 064 _AC-- I ,� 1 1 # 1•*, I LOT 60 BLUE RIDGE CS FF -493.31R 2 96 I l.. 1 M I 2362 SF 0.054 AC R II N L32 T - - -- - - - , LOT 61 i II ' I � BLUE RIDGE CS REVERSED FF -493.31 l PORCH •492 98 � 1:.. _- - I , ! � �, ► i M I 23" SF o.054 AC x k9� '�°4 �� _ ! - - -- - --- rl , T� LOT 6 r1r cs I REvERSED 1 Q II FF -493.98 rl I PORCH -493.65 2504 SF 0.057 AC I I ! i I ' �� '? I - j �.� `t _ - I I S 40 20 ACCESS i X. Sh0 51G �` 5 ND $TFC I < ko� i - - - ` t� ' EASEMENT i I s ; J I 110' AdCESS _-S-42 - - - - L ,� - - - - - - - - -- - - ENT I ,EJISENA AND- \ 1 ------ - -- NAME - % - -- -- - -- ---- - -- - - _ M I EX I OP=48 1 - --- - -- ---- - - -- -- - - -- - -1 . 20 ' _ Ex. Nv.ouT a �oo -! l I �\ I j 1 I I ,� � -_ � � �- I � i � i � I i � _ I l _� S44 -- ----- -- - I41 -� r - - i j '� E --- -, r I - REDUCTION - -- _ . �- I I ! . � , � � ' I � � IF 1'1•IIS OiiAWING IS A � I ,I GRAPHIC SCALE MUST BE USED S -44A SCALE: 1" , 90' I ` 0 I I� n, C> 20 0 20 i DESIGNED BY: In WP KG ENoDmm DRAWN BY: .. SURVEYORS KG mm M. JENSEN ,PLANNM 11 REVIEWED BY: N0.I ASSOCIATES lO�s41N 14�GwiUrllwtr WWA NUMBER: �6 !`a 434.11s,NM lrnL ax�ts'tM OxQb - 207073.03 f LVISiON RY I i,1 ; I ' PROJECT. REVISION NUMBER: BELVEDERE PHASE I - BLOCK 6A, LOTS 59-62 & 70-73 1 FlNAL SITE PLAN TITLE: FILE NAME: 707303C-S-2.dwg SITE PLAN SCALE: DATE: H: 1 -20' 2/4/08 V. N/A DRAWING NUMBER: S-2 SHEET NUMBER: 4 of 6 ALBEMARLE COUNTY FINAL PLANS NOTES GENERAL CONSTRUCTION NOTES FOR EXPEDITED REVIEW 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBUC RIGHT-OF-WAY. INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTIUZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL- VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED. RIP -RAP OR STABIUZATiON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABIUZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III. 9. ALL EXCAVATION OF UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 1. UNDER CURRENT COUNTY POLICY, PUBLIC WATER ANO SEWER SERVICE WiLL BE AVAILABLE TO THIS PROPERTY. 2. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 3. THIS PIAN IS IN CONFORMANCE WITH THE APPLICATION PLAN ZMA 2004-00007 BELVEDERE PLAN. GENERAL UTiLiiY NOTES I. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PRS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE 'TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECRiCATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR iS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 219. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WiTHINN FOUR FEET OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE KANS. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95X OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS, SECTIONS 523.03. 302, 303.10, AND 200.02 PER P.F.M. 13. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. GENERAL NOTES 1. AREAS ON WHICH FILL IS TO BE PLACED SIAL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL. MATERIALS SHILL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE. SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT THICKNESS. COMMON FILL MATERIAL SWILL BE UNCLASSIFiED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FiLL MATERIAL ASTM D 2487, CLASSIFICATION GW. W. GM, GC, ML, SW, SP, SM, SC WITH A MAXIMUM ASTM D4318 LIQUID LIMiT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2. USE SELECT MATERIA. UNDER BUILDINGS AND STRUCTURES; USE FiLL AND BACKFILL MATERIA. UNDER PARKING AREAS, ROADS, SIDEWALKS. AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIA. FOR GENERAL SITE GRADING. PLACE MATERIAL IN MAXIMUM 6" LIFT'S. 3. COMPACT LAYERS OF FAL TO 95 PERCENT BY ASTM D 698 BENEATH PAVEMENTS AND WALKS. INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS. COMPACT TO 90 PERCENT BY ASTM D 696. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. THE STRUCTURE TOPS ARE TO BE SET AFTER FiNE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARM)LARL.Y ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. ALL STREETS OUTSIDE PUBLIC Ran -,w -WAY ARt TO BE PRIVATELY OWNED AND MAINTAINED. 7. CC N RACTt3RC6 IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS. ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 8. PROPOSED UNDERGROUND UTiL.ITiES SUCH AS ELECTRIC. TELEPHONE. CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MNIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 9. CUT AND PATCH WORK IN EXISTING PUBLIC STREET MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 10. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 11. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANQARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENT'S. 12. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, ALL KNOWN GRAVE SITES ON THE SUBJECT PROPERTY HAVE BEEN LOCATED AND NO WORK ASSOCIATED WiTH THIS PLAN WALL IMPACT THESE GRAVE SITES. 13. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORRYS GENERAL WATER AND SEWER CONSiRUC T10N SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 14. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 15. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN. ARE ONLY APPROXIMATELY CORRECT. THE NECESSARY.CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL LINES AND STRUCTURES AS 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THEW CORTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING _ "MISS UTILITY' (1-800-552-7001). 6. ALL WATER AND SEWER PINES SHAT HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CWERLNNE OF PIPE. THIS INCLUDES ALL FiRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES. ETC. 7. ALL WATER AND SEINER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DiTIrm. S. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. «,ILLI XNATION NOTES 1. THE CONTRACTOR IS REQUIRED M OBTAIN AWIALL PERM11 REQUIRED FOR CONSTRUCTION OF THESEPLANS. 2. ANY TIME WORK PERFORMED 1 OR WHIN AN EXISTING EASEMENT, CONTRACTOR 5 TO NOTFY THE HOLDER OF SAID EASEMENT AS M YHE NATURE OF PROPOSED WORK.1 TO FOLLOW ANY GUIDELM OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMW. 3. THE CONTRACTOR . TO CHECKS] ERTS, LETTERS OF PERMS". ETC. ARE RECOM/013TAINED PRIOR 1 THE START OF ANY CONSIRUCTION. 4. THE CONTRA= 5 TO VERIFY THAT THE RG.00ATION OF ALL EXISTING UTILM IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPI.M. NCLUDINGvnuTy • 1 7. 5. ADDITIONAL ROADWAY . UTILITY AND DRAINAGE WORK ASSOCIATED WITH OTHER BELVEDERE PLAN CONTRACTS MAY REQUIRE COORDINATION WITH OTHER CON'TRACTS. SEE DRAWING NO. T-1 OF THIS PLAN SET FOR A LISTING OF OTHER PLAN SETS WHICH ARE IN THE VOW OF THIS PROJECT. 4" MIN. COMPACTED 4' 4"-VDOT NO. 21A AGGREGATE NOTE: SIDEWALK TO BE POURED VDOT CLASS A3 CONCRETE, AIR -ENTRAINED. DISTANCE BETWEEN SCORE UNE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. M SIDEWALK - DETAIL NOT TO SCALE SEE SffE PLAN NpA ,G� R HgqE��SEER 02 I� PTI , 2" SM -9.5A ASPHALT 18 � �ARKING S AC SE BY �" „QEtS E GRA 2E� A AGG GATE BWITHIN PI ROVIDED OT AREA AR TO �t GARAGE .do--•-- SLOPE PER PLAN DRIVEWAY/ PARKING - DETAIL NOT TO SCALE 3' SIDE YARD I7" THICKNESS ON SIDEWALKS CROSSING ALLEYWAYS F- 10' iLOT 11 NO SIDE YARD I I i 7 �-- 8'-16' (INTERIOR UNITS , �,PUBLIC ACCESS FRONT YARD ONLY? I EASESMENT I 8'-16' LOT 10 i FRONT YARD 4' REAR YARD -moi TYPICAL TOWNHOUSE LOTS SCALE: 1 "=30' SEE STANDARDS ON SHEET 6 OF 6 ABBREVIATIONS BC BACK OF CURB BM BENCH MARK BOV BLOW OFF VALVE C&C CURB do GUTTER (i CENTER LINE CO CLEAN OUT CONC CONCRETE CP CONTROL POINT CS CRAWL SPACE CY CUBIC YARDS DLA DIAMETER DIP DUCTILE IRON PIPE DU DWELLING UNIT DPLX DUPLEX EL ELEVATION ELEC ELECTRIC EOP EDGE OF PAVEMENT EQPT EQUIPMENT EX (EXIST) EXISTING FF FINISHED FLOOR FL FLUORIDE FOC FACE OF CURB GALV GALVANIZED GF GARAGE FLOOR HC HANDICAP HDPE HIGH DENSITY POLYETHELENE HK HOOK INV INVERT IPS IRON PIN SET IPF IRON PIN FOUND JB JUNCTION BOX LF LINEAR FEET LT LEFT MH MANHOLE NIC NOT IN CONTRACT NO. NUMBER NTS NOT TO SCALE O.C. ON CENTER PE POLYETHYLENE PROP PROPOSED PS PLANTED STONE FOUND PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY SAN SANITARY SEWER SD STORM DRAIN SFA SINGLE FAMILY ATTACHED SFD SINGLE FAMILY DETACHED SHC SEWER HOUSE CONNECTION STA STATION STD STANDARD SW SIDEWALK TC TOP OF CURB (TH) TOWNHOUSE TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED W WATER LINE WHC WATER HOUSE CONNECTION WM WATER METER WT WATERTIGHT -nowu /1'31miUi n QDA1.p _Q1 _Ir pni x F 1121 A %-V-Q A AA RA R t OAT LEGEND EXISTING NEW DESCRIPTION CONTOUR (INDEX AS -- 500 - INDICTED ON SITE PLAN) • 499.50 + 499 50 SPOT ELEVATION WOODS LINE SAN SD -_ W OHE OHT LIGE UGT GAS 0 O- , 4 FH NV ®GV 0 O DK q0 0 Q-3 . 0 OIPF ES -443 COMPARISON BETWEEN PRELIMINARY SUBDMSION DESIGN AND ZIMA EDGE OF PAVEMENT - - PROPERTY LINE (AREAS I! ACRES) i BOUNDARY LINE - - RIGHT-OF-WAY ------------- n1A_ R>BQUIIiIE�_ BUILDING SETBACK R6Li RW PREVIOUSLY 8" SAN RET_ PKKALY PREVIOUSLY PROVIDED "+" ■ 17(CESS STORM SEWER W CONSERVATION _IWOUNO �1 SPACE TOTAL PROVIDE _PAEVK"LY PROVIDE PROVIDE PROVIDED THIS ": ■ DEFK2T GAS GAS LINE ABANDONED OR DEMOLISH UTILITY _ CONSERVATION _ PMERVATION GREEN SPACE TOTAL _ SLEMISSION -- - 3 BLOCK 3 OPEN SPACE iNCL.UDIK3 SWM 03 GAS VALVE 4.22 4.22 STORM SEWER MANHOLE 3.71 3.71 0.00 DROP INLET - q0 arcsls D, F, H, 3 -0 LIGHT POLE 13 - TELEPHONE POLE WITH GUY WIRE d: ANCHOR -O- POWER POLE * 3 SWM 04 SHRUB 0.48 0.48 1.44 1.44 0.00 (Parcel Q) 3 BOWLES CEMETERY 0 0.21 0.21 0.00 (Parcel L) BLOCK 3 Rsquiie Total: 4.7 BLOCK 3 Pivridad Total: 5.36 0.00 +0.96 4A VILLAGE GREEN 1.4 1.4 1.54 1.54 0.00 (Pard U) 4A ROUNDABOUT 02 / CORNER POCKET PARKS 1.2 1.20.80 0.80 0.00 (Parcels E,N,O,P,S & T) BLOCK 4A Rmcpjl_ Total: 2.6 BLOCK 4A PioMdad Total: 2.34 0.00 -0.26 5A• UM•NAAED SPACE (Parcels W. V) - - -0-5 _.. Mot - BLOCK 5A Raqui Total: 0 BLOCK 5A Pro'ried Told: 0.05 0.00 +0.06 9 LINEAR PARK F 4.12 4.12 3.34 3.34 0.00 9 CORNER POCKET PARK 0.08 0.06 0.00 (Panel M) - --------------- ------------ _ _ _ ______ ------------- BLOCK 6 RaquMrld Total: 4.12 BLOCK 6 PrvArlsd Total: 3.42 0.00 -0.70 9A OPEN SPACE BLOCK 9 0.73 0.73 0.43 0.43 0.00 (Pard R BLOCK 9 Requh s Told: 0.73 BLOCK 9A Prvddad Told: 0.43 0.00 -0.30 mss- - ----' -- 'BLOCK SAA DiD NOT- CONTAIN ANY GREEN SPACE N THE VAA. ALL GREEN SPA_ CE FOR BLOCK 6 AS SHOWN IN THE 21NA i -- SunNna - of Bloclks 3,4A, 5A, 6 i !A: -0.66 T _ - - - _ ._. _ L-_-- SPACE" To be s► Bock 4C: paidsd +0.28 _ _ - - -- - THE REQUIRED OTHEDR GREEPN FOROCK 9 IS NOTIOTIN HERE ALL OF THE "OTHER GREEN " --- - - -G-- - - - - --- �- --- ; To be paidad in Block 98: ____ - +0.25 _BECAUSE SPACE" FOR BLOCK 9 WILL BE CONSTRt1CMD WiTH PW1SE 2 OF BELVEDERE. - _... _._ i SPACE' DaAok in Blocks 3, 4A, 5A, 6 i lA : -0.02 ES -443 IRON PIN FOUND G IPS IRON PIN SET 7 BENCHMARK ROAD SIGN NEW DRIVEWAY/ PARKING PAVEMENT VE ENT NEW CONCRETE SIDEWALK RETAINING WALL ® STAIRS EX. MANHOLE NUMBER NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 1 TOWNHOUSE LOT DETAIL REVISED TO MATCH VARIATION DW 3/31/2008 DESicNED BY. PROJECT. REVISION NUMBER: ,LTH OF KG BELVEDERE PHASE 1 - BLOCK 6A1 LOTS 59-62 & 70-73 o Emmms FINAL SITE PLAN DRAWN BY: o SURVEYORS KG DRAWING NUMBER: DAVID M. JENSEN a PLANNERS REVIEWED BY: TITLE: SITE PLAN DETAILS AND NOTES S-3 ASSOCIATES aim °A �/ ���"� rosmais Nao,.mlbdffrw SHEET NUMBER: -. l rhmumvAl VA WWA NUMBER: FiLE NAME: SCALE: DATE: N0. RF0510 ZONAL 207073.03 707303C-S-3.dw H: N/A 214108 5 of 6 RY DATE N� REVISION �� ___ DATE 9 V: N/A CENTER/EDGE OF STREAM EDGE OF PAVEMENT - - PROPERTY LINE - - BOUNDARY LINE - - RIGHT-OF-WAY ------------- PUBLIC ALLEY EASEMENT ------------- BUILDING SETBACK - TAX MAP LINE 8" SAN SANITARY SEWER SD �� STORM SEWER W WATER LINE OHE OVERHEAD ELECTRIC LINE OHT OVERHEAD TELEPHONE LINE LIGE UNDERGROUND ELECTRICAL LINE UGT UNDERGROUND TELEPHONE LINE GAS GAS LINE ABANDONED OR DEMOLISH UTILITY FENCE WOR WATER METER aFIRE HYDRANT 1� WV WATER VALVE ® GV GAS VALVE SAN SEWER MANHOLE STORM SEWER MANHOLE CURB DROP INLET DROP INLET - q0 CLEAN OUT -0 LIGHT POLE 13 - TELEPHONE POLE WITH GUY WIRE d: ANCHOR -O- POWER POLE * TREE �+ SHRUB IRON PIN FOUND G IPS IRON PIN SET 7 BENCHMARK ROAD SIGN NEW DRIVEWAY/ PARKING PAVEMENT VE ENT NEW CONCRETE SIDEWALK RETAINING WALL ® STAIRS EX. MANHOLE NUMBER NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 1 TOWNHOUSE LOT DETAIL REVISED TO MATCH VARIATION DW 3/31/2008 DESicNED BY. PROJECT. REVISION NUMBER: ,LTH OF KG BELVEDERE PHASE 1 - BLOCK 6A1 LOTS 59-62 & 70-73 o Emmms FINAL SITE PLAN DRAWN BY: o SURVEYORS KG DRAWING NUMBER: DAVID M. JENSEN a PLANNERS REVIEWED BY: TITLE: SITE PLAN DETAILS AND NOTES S-3 ASSOCIATES aim °A �/ ���"� rosmais Nao,.mlbdffrw SHEET NUMBER: -. l rhmumvAl VA WWA NUMBER: FiLE NAME: SCALE: DATE: N0. RF0510 ZONAL 207073.03 707303C-S-3.dw H: N/A 214108 5 of 6 RY DATE N� REVISION �� ___ DATE 9 V: N/A BELVEDERE -PHA BLOCK 6A: PLANTING SCHEDULE 1 PLANTING ZONES CIOM'M0-N NAME SCIENTIFIC NAME QTY SPACING SIZE REMARKS PLANTING DETAIL NOTES ARES4IFT TOTAL CANOPY SCWr FLOWERING TREES Eastern RedxidSski*m ( Garcia cart�rdensis 7 See Plein + Deq�is 6.8' ! SinB/B-Transpw t BARE ROOT Transplo InSprMg or Autum . ShWm roofs: plant it rldiftNan from bu MMg four latlon and s from cormete paths. 124 � Ch°fo1`e6 Princess pow (Cr-) Cor►1us 1br�ds 1✓hs►okee Prrncees' 4 See Plan + Details 8-0' Ht. B/B-Trwaplsnt BARE ROOT YNde � g slhallow roots: IF from huNdlrg ndemo Lf A' from sidew�Nc 124 4!6 S Y (�►o) AmelienchierX grandillbra Autumn BrOance 11 ARAM: 4-' O.0 1.5.2.0" Cal. B/8 -Transplant BARE ROOT vMds sp a -dI i shallow roofs: Plant MkLlr Thom h mNdl g burKkM n and 4' Mtn thorn AIey-Edge of PavenhsnL 130 1430 SHADE TREE American Ash (FA) Fmxkw wnwtane 'Autumn P 2 See Plan +Details 2-2.5" Cal B/B/Transplant BARE ROOT Plant wNh can M lant fturp/e S��= or AL*wm. P from 15 MAdlrg foundation. 322 644 FOUNDATION SHRU Inicberry Hcy (IG) /!ex 9� TOTAL PLANTINGS 50 74 4-6' O.C. 3 Gal. z 8/B -Transplant BARE ROOT SN Plodhhp DeW on L-4, Cvrnlraclor shag plant shrub a n*Wn m of 3 feet from edge of pavement setback — WA '•' ; WA 3434 1 ADDED REVISED LOT STANDARDS FROM VARIATION DMJ 3/31/2008 secessory structures on an bb Front build- 8' —16' Carriage louses must be to range located to the rear of the primary residence. Other accessory structures may not be placed in front of the primary residence. Min. side 0' if structures 3' for Blocks 2- 9; 5' for setback, not are attached by Blocks 9 & 10 adjacent to common wall; an alley 3' if not attached Min. rear 10' 4' setback — no alley Min. rear 49— measured 4' — measured from edge setback — firom edge of of alley r.o.w. or adjacent to alley r.o.w. or RY I)^T� easement LANDSCAPE PLANTING NOTES: CONTRACTOR SHALL PLANT SHRUBS A MINIMUM OF 3 FEET FROM EDGE OF PAVEMENT OR BUILDING EDGES. CONTRACTOR SHALL PLANT TREES AS A PRIORITY BEFORE ALL OTHER PLANTINGS. CONTRACTOR SHALL PLACE AS SPECIFIED ON PLANTING PLAN. CONTRACTOR SHALL PLANT ACCORDING TO DETAILS ON SHEET L-4. CONTRACTOR SHALL PLANT TREE SO THAT SOIL DEPTH FROM TOP OF ROOT BALL TO SURFACE OF TOPSOIL SHALL NOT EXCEED 4 INCHES. SEE SHEET L-4 FOR DETAILS. ALL TREES SHALL BE PLANTED NO LESS THAN 1 FOOT FROM EDGE OF EASEMENTS AND AT LEAST 10' FROM UTILITIES. TREES SHALL BE GUYED AND STAKED ACCORDING TO SHEET L-4 DETAIL SPECIFICATIONS. THE QUANTITIES ESTABLISHED FOR TREES AND SHRUBS IN THIS PLAN MEETS OR EXCEEDS BOTH THE BELVEDERE CODE OF DEVELOPMENT (ZMA 2004-00007 / SEE P.27) AND ALBEMARLE COUNTY CODE 32.7.9.9 (B-3) MINIMUM TREE CANOPY REQUIREMENTS. CALCULATIONS FOR MINIMUM TREE CANOPY REQUIREMENTS AS PER COUNTY CODE: AREA OF SITE- 0.51 ACRES OR 22,215.60 S.F. RESIDENTIAL DENSITY FOR SITE: 8 UNITS/0.51 ACRES - 15.68 DWELLING UNITS PER ACRE MINIMUM PLANTING REQUIRED= 15% OF SITE AREA OR 0.0765 ACRES (3332 S.F.) TOTAL TREE CANOPY PLANTING PROVIDED= 3,438 S.F. 1. ALL TREES AND SHRUBS SHALL BE WATERED IMMEDIATELY AFTER PLANTING. TREES AND SHRUBS SHALL BE WATERED HEAVILY, 1 MINIMUM, THREE TIMES PER WEEK FOR TWO WEEKS AFTER PLANTING. THE TREES AND SHRUBS SHALL BE WATERED HEAVILY ONCE A WEEK FOR THE REMAINDER OF THE YEAR. REDUCE THE RATE OF WATERING TO ONCE EVERY TWO WEEKS IN THE FALL AND STOP WATERING IN WINTER UNLESS IT BECOMES VERY MILD. BEGIN WATERING AGAIN IN' THE SPRING AT A RATE OF ONCE EVERY TWO WEEKS UNTIL 1ST OF MAY, THEN BEGIN WATERING THE - TREES AND SHRUBS ONCE A WEEK AGAIN THROUGH THE END OF SUMMER. SUBSTANTIAL RAINFALLS WILL PROVIDE SUFFICIENT WATER BUT PLANTING PITS SHOULD BE CHECKED FOLLOWING LIGHT OR BRIEF RAIN EVENTS. 2. MAINTAIN AT LEAST THREE INCHES OF MULCH AROUND ALL TREES AND SHRUBS TO HELP THEM RETAIN MOISTURE. 3. PRUNE SUCKERS AND WATER SPROUTS FROM TREE TRUNKS TO KEEP THEM VIBRANT AND HEALTHY. PRUNE ANY DEAD LIMBS OR ANY LOW LIMBS WHICH INTERFERE WITH SIDEWALKS OR ROADS. PRUNE SHRUBS AS NEEDED TO MAINTAIN DESIRABLE SHAPES AND SIZES. THE REQUIREMENTS FOR PRUNING WILL VARY AMONG THE SPECIES OF SHRUBS. Standards for Townbooses ud SiaEk-Fad, Detn&ed Rai"tisl Stractara IF THIS DRAWING IS A REDUCTION Special conditions: GRAPHIC SCALE MUST BE USED 1. Porches (1 dt 2 story), stairs, balconies, bay windows, planters, chimneys, terraces, caves, SCALE: 1 " = 20' and entrancx stoops may encroach into the area between the minimum build -to range and the front r.o.w. line up to 4' from the front r.o.w. line. They may encroach into the area 68W%iiiii between the rear setback up to 4' from the property line or, in case of alley easement, within 4' from the casement boundary. 20' 0 20' 2. No encroachments are allowed within the minimum side yard. 3. Where a side setback of less than 411 is used, a 6' maintenance casement shall be recorded on all properties adjacent to the side setback of less than 4111". 4. Where an alley adjoins a side yard, the minimum setback is 3'. 5. Carriage house units may be attached to the main structure by an, enclosed non - conditioned connection. !o as 4119 mwpQ•vaty� L• ;A f111� C\MMwft VA � Mie 13. 1f MN Ike g1.1M2IN DESIGNEDPRO KG I BEL JVEDERE PHASE 1 DRAWN BY. AS - BLOCK 6A, LOTS 59-62 & 70-73 FINAL SITE PLAN TITLE. REVIEWED BY. LANDSCAPE PLAN, DETAILS, NOTES, AND SCHEDULES D" WWA NUMBER: FILE NAME: SCALE: DATE.- 207073.03 ATE.207073.03 707303C-L-1.dwg v: =20' 2/4/08 REVISION NUMBER: 1 DRAWING NUMBER: L-1 SHEET NUMBER: 6 of 6 All Unit Can iase masa and secessory structures on an bb Front build- 8' —16' Carriage louses must be to range located to the rear of the primary residence. Other accessory structures may not be placed in front of the primary residence. Min. side 0' if structures 3' for Blocks 2- 9; 5' for setback, not are attached by Blocks 9 & 10 adjacent to common wall; an alley 3' if not attached Min. rear 10' 4' setback — no alley Min. rear 49— measured 4' — measured from edge setback — firom edge of of alley r.o.w. or adjacent to alley r.o.w. or easement an alley I easement IF THIS DRAWING IS A REDUCTION Special conditions: GRAPHIC SCALE MUST BE USED 1. Porches (1 dt 2 story), stairs, balconies, bay windows, planters, chimneys, terraces, caves, SCALE: 1 " = 20' and entrancx stoops may encroach into the area between the minimum build -to range and the front r.o.w. line up to 4' from the front r.o.w. line. They may encroach into the area 68W%iiiii between the rear setback up to 4' from the property line or, in case of alley easement, within 4' from the casement boundary. 20' 0 20' 2. No encroachments are allowed within the minimum side yard. 3. Where a side setback of less than 411 is used, a 6' maintenance casement shall be recorded on all properties adjacent to the side setback of less than 4111". 4. Where an alley adjoins a side yard, the minimum setback is 3'. 5. Carriage house units may be attached to the main structure by an, enclosed non - conditioned connection. !o as 4119 mwpQ•vaty� L• ;A f111� C\MMwft VA � Mie 13. 1f MN Ike g1.1M2IN DESIGNEDPRO KG I BEL JVEDERE PHASE 1 DRAWN BY. AS - BLOCK 6A, LOTS 59-62 & 70-73 FINAL SITE PLAN TITLE. REVIEWED BY. LANDSCAPE PLAN, DETAILS, NOTES, AND SCHEDULES D" WWA NUMBER: FILE NAME: SCALE: DATE.- 207073.03 ATE.207073.03 707303C-L-1.dwg v: =20' 2/4/08 REVISION NUMBER: 1 DRAWING NUMBER: L-1 SHEET NUMBER: 6 of 6 c� z W W Z a Z: W 0 Z J 0 U 0 0 u z 0 t 0 U 7 o 6 �I 0 u 0 c C 0 0 a 3 0 a E '0 C 0 Z W W W Z (3 Z W V) Z 0 U X u u t `v �r W. OLD TRAIL VILLAGE PHASE 6 .:o AZZAD4210 T"'z `PH� BLOCK 3 PHASE A SITE PLAN �� �°�° WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA �*O%* .L4 VICINITY MAP Sheet Number SCALE: 1" = 2,000' COVER GENERAL NOTE OIMVERIDEVELOPER. MARCH MOUNTAIN PROPERTIES~ L.LC ENGINEER. COLLINS ENGINEERING STREET EXISTING CONDITIONS 800 E. ,JEFFERSON STREET CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 S-2 7EL.EPHONE. (434)245-0100 TELEPHONE.• (434)293-3719 SITE PLAN DETAILS FAX. (434)245-0300 FAX (434)245-0300 CONTACT: MR. SCOTT COLLINS: P.E. R-1 CONTACT MR. GAYL.ON BEIGHTS EMAIL: scott0collins-engineering.com • PRE -APPLICATION DP -2 PROFILES "ONFERENCE: NOVEMBER 5, 2007 (DISCUSSED DEVELOPMENT OF POOL WITHIN BLOCK Z. 1N/S DP -4 CURRENT PLAN SHOWS 714E POOL WITHIN BLOCK 3, WHICH IS JUST NORTHWEST OF EXISTING L PROPOSED STORMWATER MANAGEMENT BLOCK 2. BOTH BLOCKS ARE WITHIN THE SAME CT DISTRICT AND SUBJECT TO THE EXISTING L PROPOSED STORMWATER MANAGEMENT SAME ZONING REGULA77ONS PER THE APPROVED CODE OF DEVELOPMENT.) TAX MAP NO.: 055E -01-00-000A1 ESC -1 AREA: 6.8 AC. (ENTIRE BLOCK 3) EELS PHASE I ESC -3 3.3 AC. (PHASE A) ESC -4 ZONING. NEIGHBORHOOD MODEL DISTRICT LANDSCAPING PLAN LL -2 APPROVED W TH PROFFERS 9-14-05 BY ALBEMARLE COUNTY BOARD OF SUPERVISORS NO 7E.- COPY OF PROFFERS PROVIDED SEPARATELY USE: MIXED USE (COMMERCIAL, MUL 71—FAMIL Y) UN/1S: NONE PROPOSED /N PHASE A — 54 UNI TS PROPOSED (9 TO BE AFFORDABLE) IN LA 7ER PHASE DENSITY.: N/A. NON—RESIDEN 17AL. RECREA 77ONAL BUILDINGS ASSOCIA TED IM' 7H THE POOL: 4000 SO. FT POOL WATER SURFACE AREA: 8445 50. FT. EMPLOYEES: 50 EMPLOYEES (MAX.) BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 4 STORIES SUBOMSION STREETS- CURB dt GUTTER DRAINAGE DIS7RICT LICK/NGHOLE DRAINAGE BASIN (LICK/NGHOLE CREEK /S RECEIVING WA7ERS FOR PROJECT) WA 7ERSHED: S R/ VANNA RESERVOIR TOPO 8: SURVEY: TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR JENNINGS STEPHENSON, PC IN AUGUST, 2006. EX/S77NC VEGETA 7701: ROLLING GRASS FIELD WITH NO EXIS77NG 7REES LIGHTING: ALL OUTDOOR LUMINAIRES SHALL EMIT LESS 7HAN 3,000 MAXIMUM LUMENS. NO STREET LIGHTS SHALL BE PROVIDED. PARKING. PARKING L07S SHALL BE SHARED AMONG ALL USES AND LOCATED WITHIN A CQMMON ACCESS EASEMENT. ON—S7REET PARKING SHALL BE PROVIDED BETKEN 7HE BUMP OUT AREAS AS SHOWN ON 7HE PLANS AT 714E 77ME THE REMAINDER OF 174E BLOCK IS DEVELOPED, A SHARED PARKING REQUEST MAY BE SUBMI T7ED FOR VARIOUS USERS OF PUBLIC PARKING AREAS PHASING: THE SWIMMING POOL, ROADS AND ASSOCIATED PARKMIG LOT SHALL BE CONSTRUCTED FIRST AS PART OF PHASE A. THE REMAINDER OF THE BLOCK WILL BE DEVELOPED IN ACCORDANCE WI7H THE APPROVED PRELIMINARY SITE PLAN FOR BLOCK 3, AS PART OF A LA7ER PHASE: u Revision Index 0 Rev. Date 00 2/22/08 0 1 4/18M 0 0 THIS SITE PLAN AMENDS THE DOWNSTREAM DRAINAGE OF THE APPROVED BLOCK 1 SITE PLAN (SDP -2007-00144) TABLE 2 Description of Revision (all char Initial submittal RcvWoos = C.ouaw oomnunu SLoets R,evirod au all SHEET LAYOUT SCALE: 1" = 150' CURRENT OWNER/DEVELOPER MARCH MOUNTAIN PROPERTIES, LLC. BEIGHTS DEVELOPMENT CORPORATION 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 ENGINEER COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 434.293.3719 Sheet List Table Sheet Number Sheet Title T-1 COVER T-2 OLD TRAIL VILLAGE ZONING REQUIREMENTS E-1 EXISTING CONDITIONS S-1 SITE PLAN S-2 GRADING AND UTILITY PLAN S-3 SITE PLAN DETAILS S-4 SITE PLAN DETAILS R-1 ROAD PROFILES DP -1 DRAINAGE AREAS DP -2 PROFILES DP -3 PROFILES DP -4 DRAINAGE CALCULATIONS SWM -1 EXISTING L PROPOSED STORMWATER MANAGEMENT SWM -2 EXISTING L PROPOSED STORMWATER MANAGEMENT SWM -3 EXISTING L PROPOSED STORMWATER MANAGEMENT SWM -4 STORMWATER MANAGEMENT CALCULATIONS ESC -1 ELS NARRATIVE AND COMPUTATIONS ESC -2 EELS PHASE I ESC -3 ELS PHASE II ESC -4 ELS PLAN DETAILS L CALCULATIONS LL -1 LANDSCAPING PLAN LL -2 LANDSCAPING DETAILS I ROAD EXISTING CULVERTEARIH DITCH CULVERT DR WWAY CULVERT 0 DROP INLET & STRUCTUREE NO. BENCH MARK 0 CURB F9T AT I� • 1' ��1 ��� �� I WIN !.LEAKING LIMITS Wi I' 111LI Ell 10 0 73 3 kvi WU Its)atOV, • � ► CURB 8 GUTTER — — — — — PROPOSED PAVEMENT VDOT STANDARD S70P SIGN EC -3A D17CH --------1W-------- EXIS7ING COOV70UR s DEPTH OF EC -3A DITCH PROPOSED STOUR EC -2 DITCH 240.55 PROPOSED SPDT ELEVA7ION TBC DENOTES TOPAACK OF CURB g• DEPTH OF EC -2 DITCH TIB DENOTES TOP OF BOX ALBEMARLE COUNTY COMMUNITY DEVELOPMENT ENGINEERING REVIEW COMPLIANCE CERTIFICATION I certify that these final plans meet the requirements of the Albemarle County Zoning Ordinance, the Water Protection Ordinance, the Subdivision Ordinance, and the Design Standards Manual, and are prepared in accordance with the Engineering Expedited Review Final Plans Checklist. Signature Date f t APPROVALS o°S INSPEMONSNOW, o 0 W F9T AT I� • 1' ��1 ��� �� I WIN 100M Wi I' 111LI Ell 10 0 73 3 kvi WU Its)atOV, • � ► i BE,% 4 111 I ' SCOTT R.` COLLI N . 35791 it tibia,& Ul Z J J 0 U O1 M N M I O N N W V1 0 04 C4 x U I W W 1:4 0 Cnw W w 0 00 P" Z <1 0_ Z 0 H 0 Z V) 0 Z 0-4 0 g U 0 Q 0. i.i. W 0 (n U Q z = 0. W M 0- 0 O U w OW J ,,o ca Vl 1 T~ .L W W Co (17 Q Z 0. J Uj0 o� J°` Z 0 0 DATE 02/19108 " NO. 02006 SHEET NO. T-1 o°S o 0 W � a N ;Cr" Ul Z J J 0 U O1 M N M I O N N W V1 0 04 C4 x U I W W 1:4 0 Cnw W w 0 00 P" Z <1 0_ Z 0 H 0 Z V) 0 Z 0-4 0 g U 0 Q 0. i.i. W 0 (n U Q z = 0. W M 0- 0 O U w OW J ,,o ca Vl 1 T~ .L W W Co (17 Q Z 0. J Uj0 o� J°` Z 0 0 DATE 02/19108 " NO. 02006 SHEET NO. T-1 O TES, - --` 1O TOPOGRAPHY PRONDED BY JENN/NGS STEPHENSON, PC /N AUGUST, 2006. Sl TE ELEVA 710N VERIFlED JANUARY, ,� 0� 2008. 2. THERE IS A WPO STREAM BUFFER ADJACENT TO THIS SITE AS SHOWN ON THIS SHEET. J. THERE IS A FLOODPLAIN ADJACENT TO 774IS SITE, ,5 , I PER FEMA MAP 1003CO229D DATED 02-04-2005. ' Fv &-i _--- 00' OFF 00' OFF WE7LAND� OR 774E FLOODPLAIN�',4 WPO AS SHONIV ON 774E PLAN IS 1 EXISTING S7T?EAMS OR 1 SCOTT R COLLINSZ t� j UMI T IN 714E LOCA 77ON THA T 774E FLOODPLAIN IS GREA TER.o. 035791a5. 7NlS SITF DOES NOT CONTAIN ANY CRITICAL SLOPES (SLOPES GREATER THAN 25X).��! _MARK J 1 < � / s _ _ --- - ---- BENCH _ - - - TOP OF MANHOLE \ 58 - -- �. EL=8.94 __ \ \ \ Q \ \ joNAL NAD 83 - 6S� �_ \ - i -EXISTING SANITARY f I ! ! \ \ SEWER — \. \ \ \\\ \ \ 0 EXISTING CULVERT o UNDER ROAD DOSTING WETI.IIPIDS` TO REMAIN t j EXISTING 20' SANITARY \ \ \ \ \ \ \ \�\ \ SEWER EASEMENT - \\ o 9 4c U DB. 2966 PG.1-15 \ \ d (n R!BLOCK 7 Cie 0 lu \EUT RE OBD � TRAIL -672- �. af,PARK , / / , 1 \00 a ji 67-4 \ �7&-6-78 / I i 680— / BENCHMARK / \ \` \ \ ` \ 1 ; Uo \ \ ,L9 i / TOP OF BOX \ \ \ EL=688.68 NAD 83 \ \ \ I - \ \ \ \ \ EXISTING 100 -YEAR A \ FLOOD PLAIN CK w EXISTING STREAM \ \ \ \ \ 0 BUFFER\ L9 11 (51 69 wF4 "ell ADT --BROOKL EM ,30 �- O 1��0 60 FEET \ \ \ \ \ ` _ \ \ \ \ \ \ '-r``�"' V�4' ^,e ..I �•.•j _ •�— a OU --'.` / . \ \ S�-ALE: 'f30, ` T� - \ Bgo \ O,\ M - � -_ ' . I \ _______'_:�__ -_ -- " -________\k.____'_._ _"_____..___. � I \ �� ..\ � �� \(46 �� \ \ \ ` : \ .. ., � \ \ \ �'C- C6^ �^ 95 �O S� `� So / i ,.�.� . - -6-70- _ _ ' _ I I \ \ \ ��_ \ - 14' T h \ \ \ \ \ \\ . A \ \ / / / , / / / / / / / �, / / / i / - - O / - rRVr VJGL/ M � _ I ! I` } \ \ ��1 ___ \'_1\ `�'\.\ \ \ . \ � \ ' ,\\ \ \_ \ \ / / / , / / / _. GUARDRAIL PROPOSED \ I , I 41, \ \ ` \ �`\ \ \ \`�.\. \"� \. \ i / / / / / / / ' 0 � . � / ' cv � RIGHT OF WAY ami � l ` � t \ '\ � , \ \~\ \I\ \ � ,' \ ,\. y \ I{ /I , , / / / / / / / / /' 'o + ; ' / ' i , ' _ 672 -- -- _. _._ _ + \ \ % \ I I I I \ \ \ \ ,\\ SCOTT COLLINSZ �� : \ \ , , , /_� - /_ - \� J\ U Lic. o. 035791 0, \ \ "\ \ `\ • \ \ \ / /' / / / / / /' / /' ` s , , ' ' / 4 f a VDOT STD. CG -11 ! I ! t 1 \ \ \ �� 1.0 � l�y .) \ \ /' CONCRETE ENTRANCE ' I , ' NOTE: SEE SHEET LL -1 FOR �'�SIO�IAL 14 \ - .. I I � . .- LOCATI OF S EET TREES \\ �\ ��� 1 � . � \ / ' '' / . 1-1 .. ON 15+5 , \ \ \ \ ,,f \ \ , / / / / A ' / + ,' ,. ': - �.' 54. 1/• t f' f \ \ \ \ \ 11 \\ \ ST r _.\� \\ . .1. / \ / / / > �. ..... - .. �- Ic . :' '... 5 ' / I , \ \ FUTURE \ , \' \ \ \ \ \ ' '\ \ \ CG -12/ / / ! �'.'... ----'-�-`_ .. 1-...�`...�_.' - . 32�' a :B +OQ'.' ' / `/ l - ' 'N \ `� \\' ' l / j ... AT:+po: :. �y /' I _ - OLD IL A \ .. 1 \ \ , \' - \ \ ( ) / / .......'. -..'.-. '.'. "....'..' '' 4.'.. .. . . ..... ..... .. _ STOP I \ \ _ \ ... \ ' \ / . / r. Y.'. 12i'. Y l / \ \• \ _ \ \ \ \ � ( , \ .. .... f . �--' . I .. / TSP): - t " SIGN \ - -- _ _ _ \ \14 � \% \ - I \ * \ . -�"_ �' ,,, _- - -' ". . - "�'_. - _� ___ . . cl . I , �. �_ 0 / \ \ , \ \ \ . •-\ \ / , .. .......` .. "'.'_ . / ' �.. / / 1 1 � \ \ � \ VDOT STD. \ \STP \'... ... .:.�.. <'....'.'.'.. j '............. , r :,y r . �f•� '�. " f , _.. \ \ ; . \ .'. \ / �_ .:'. " .......... i / BARRICADE \ _ - \ \ \ 1.- \ <r\ \ , 51GN .'.\ / �. •SID AL • CG- `1 \ \ - ~ ' \ _ � \ \ � ae \ _j5 �/ _ _ - _ . - ... ..."'�".:._ .... \ J1 T . ­.. .1 . � - � I ......' ....... I... ___'�� I ) I I.. 1. 1- "I./ '. I �� 11 I... .. I., 11, ...'..... I � \ - - � - � - I - -1 \ \,\ - "R ....... .. ­' '' 1, I :�...&. - 7�� . , I...- - �. I... , - __ - �_ - � , \ %, - , ..'.-' uj 8 9 1. �'. - f ,7 1 1 - - --- \ .. \ . ........... � --I_ • 1. 1 , f ... .... ... ...... .... ... .....r \ _. _ c _ � -1 - (AI '� I .... I 11 � - - -, -_ ef .. _. �':'_\ � ....k - . . . . . \' < 2# ', ��•: < • :, : VDOT STD. � _ -- �. ~ _ w � \':. �'. .'\ . � \ %t �, .,. <, it - .. ...... ... ................ ..,.. ..i'........ ... ... - \ _ _.. \ SPEED LIMIT / _ CG -6 / ~ R.S.. . �: Z \ . .7.... . < r Lu SII. _ GN �,81. OC _ O T' i 7 _ G Z C r \ _ i 9' / � _ '�► I �e 0 ly . �c t z _ -, (nz ' - - - 1 Y f. , \ EXISTiI SAN ITAR x .'. 1. i ........... _. �, �.� :l VDOT STD. �N_._Lu 2 \ �\ 1 R! a - \ s� ... Tf� �T i' CG -1 � - \ �o. V !"� \ VARIABLE WIDTH \ _ _ _ 2 \ \ \ \ k \-_ --- -- RELOCATED / , ;f .s . . \ EXISTING ce \: \ g. \ \ �, \ \ r <. �< «' I'::.' , �: 1.u. 90' SIGHT DISTANCE - - - - - - f\ \ + CG -12 \ < ; , . _ .. 9fl' _'. _ - -- - -- -_ _ POND r \' " �'� \ < %''. /1.1. VDOT STD. / - - , \ \ - _ .. . . \ \ \ a� ',c �'' ' ` , ... ... ..:'��....' I ,.': - 1 _. \ BLOCK UNE its \ \ ;' , \ ♦ \ \ + \ ...... / . .. \ 2X18 DUMPSTER - _ ~ \ / \ �. i : , .... . .. LIMITS OF BLOCK 3 6, n \ \ \ \ \ it ° < .. AD \ HATH CONCRETE PAD \ / \ A' '- ` \ . \ ° • , x ' +.� �`. _ SEE SHEET S-3 , \ % , t \ ` \ \ \ \ <, 1 .... . .. - . .. - FOR DETAIL \ _. \ : f\ \ �`< 1 / c`1. '� 1 ... ..`' .�.'... q....... ...... .. ... 1. .. ........ .. ... _ f Ap . / \ \ �.4 . `` � , . �. PARKING LOT STRIPING TYP / / k \ \ \� \ �, , \ \ \ 3 < \,`, / ' TYP \ . . ♦ . , • ( _ - \ -1, I / / / / �, \ .. �'1.1. \� \ \ \ < >�Lp �0. %Q ,.: FOR PARKING SPACES is \ \ I / / \ \ \ �, \\ \ \1. 18 - . _ - - VDOT STD. - , 1 1 / / 1 1 . . . \ \ \ ` < < / c �' .... , % .. . , N N ♦1 / \ \., . \ A \ , �'` .. STOP :...1. CG -9 - _ DIV o I 11 \ \ \ % \ \ � -. 1.< PHA. , A � - I , \ < '<\ \ F c' / / / / ,' / \ \ \ ` \ \ \ .. \. \ \ \ z L< • < , ' /�D , ./ i 4 'TALL .. • ' ORA 4 - FE'll 1. t ' .,� - - - - \ i i I J f f � / / \ , \ , \ \ \ \ '` i s ;./ / _ / _ - x' R k' VDOT STD. � I I / / , .... \1. ----- l / / / ' \ \ \ \ \ \ l \ << \ .. 1.\ \ \ - r , ! :1. _ 1X CG -2 _- -- - ' - -- --- , % I f / 11 i / / / / 13' VDOT SIDEWALK AND\ ' . \ \ \ \ \ \ ',, � Y . Sj x.229 -_ G' - , , _ - �� f , / ! / / MAINTENANCE EASEMENT \ \.: \ \; \ \ \ < < . / / \ f \ \ \ \ \ \, / • ' " ' . VDOT STD. CG -11 \ / f r \ / , / \ \ \ , \ \ \ " ,. \ 4\�\ \ \ \ \ \ k' / �1 " "3�i.. ; . CONCRETE ENTRANCE _. - \ .... - - �$� \ / t11 \ , ... ;\ - _6 '� - -- _ VARIABLE wioTH \ , f I / / / \ \ \ \ \ \ \ .` \ \ CG -12 \ ' \ / __ 4 \ __ o,.. ACCESS EASEMENT - __ - - , L9 rl- / / 1 , , \ , <. , ,.... ° 1 , \ \ \ \ ./ • : -- -- -- _- -_ .. \ • s>. _ _ -6$F� f / / - -_ - M \ TYP STOP _ - / , / EXISTING R/IM \ \ \ <` . \ ( ) \ \ \ \ \ / . :. _. - - - - - �' E WA (TYP - *.. SID \ � i \ ' . I ... I I - 11 - - --- - - __ - - - I I I i ( \ Ii. z / I \ , \ , , \\t . -o .6. \ \ , . � M � __ - VARIABLE WIDTH - _ . \ �_ - y . _ \ ; �- OM1 / SKIT DISTANCE \ \ \ \. : \ .. x f /' EASEMENT \ - - 14� - ` ` - .��. d- / \ \ , , \ \ < \ \\`, i0 %'. \ ''..' / -- -.. _ .\. - - -RIGHT-OF-WAY (TYP� \ / f ; i \ M / 61� \ \, \ ', \ `, \ \ \ " 01t\ �� /- \ .\..\ �a • / , - , _. �� - _ - - - - -\_ - �' - f ' � \ \ \ I ( I ` \ _ ... \ , , . \.. .. ... \r - , \ \ \.' ': '.\ , , PHASE _ \ , \ I / \ \ \ \ \ •10 \� . ... ��..,. \1.... , :.. 8 VARIABLE WIDTH - \ -- - I / , \ \ \ L :.\ . \.' �.. �. / / - - - -- - SIGHT DISTANCE - - _ \ ; f \ ,� f f / ��z , \ \ \ \` \ \\."<,\ ,... 9.'` \ �..' / / -699 - - EASEMENT c f i\ \ \ \ \ _ NO - - - _ _ - - / - _-��~ --- f � \ \ ' ( \\ - w _ -_ - -- -- I.. \ - W / _ '� l \ \ \ \[ ,\ \\�. \ \ \ SIGN/ R/W / _. __ _ - - � - 6 \ ( \ \ \ \ �+ - -- \ ,• -. .... _.. -- 1. \ \ ` .. _ .. \ \ \ \ \ \CG -12 / SPEED LUT .- _ -- -- -- - \ _ i 1 / \ \ \ \ ` _ - __ ''� �y/y� - - - / r _ r/ \\ \ \ \ \ \ \"2' \ '\�` �p�+ \ ` 1 \ 1 SIGN / ' \ \ / \ , �� s \ \ \ Y-_- _' � \\\r\\.<<. .... \ _-��� - -- I. , , , , -- -- - � z / / / \ \ \ \ \ \ .\ / . . \<` '\ \ \ J I f/ ' / ' _. - _ .'..- - .�19.. \ �` �t,\ \ \ \ \ \ � - -0-1 \ % -- -' - 0-4 /�-1 > \ \ \ , f z / / f , -1. I . ►��\ SP�EyED LIMIT \ \ \ _ - En - __ __ - / ' / / \\ \ \\\\ < \�, , \ \ \ \ /1 fl / / / i �(� y .\ \ \'\ ..• G. \ SIGN \ \\ \ ` \ \, 40I -- - - -- - 4 -�1. \ \ _ w L9 / / / \ \ / / t / / ..... STREET \ � - / _ - _..- - - _ ._..._ - - _ / \ \ \. \.. \.' \ \ ,' �Y t SIGN ��cE \ t / \ / _ , _ 1. . �o / --- - .- -- . / ......... / - - / '-\ / \ .. \" - 700- ) z 9 ,. , .. \\ / t f / / i \/ / - A.- - .. . . /� / ) � M06K 2 - - - - -_ �_ 1� � - / / / I \ ��. A .. . I. . . . . \-< ,\ \ / / / / \ ..�.. /..-' ... / � / `b i i � / � w U \, / / / ,-1-11 /- \\ <\ :�, � ,lob s oP / ,' / /- / /' - � / / �� \ \"; ,\1. \;"'" \ / / I AGN ; , 1....':.'. '/ P� / / - / _: - / - _ - - - - - ­_ / I/ \ \ lli � �;' . . . . � . . . , . . -- / / / -_ I 1-1 . ... I z , Q I I � � - _Iq� -- - - - - " '_� - - ul J___"� / / x . 41 , N . . I . . . I I I \ " " \ - 7 0 +___ 'I- __� 11 � , , I �. ", 11 N, � __1 - .1. .. __ .' ____ �) _- - (A ' ' z _ - __ // /' / L\ \ \ < / / y - SOC, / / _ /� / / -- -- - - -- - - _ -. - _ O I .\ \ \ \ �, �_ -1711- ,,,, j F --R / ' / c - _ / wQ ' r \ \ - ,rod / . _ - �, - / / *� _. _. 11 f / \ \ \ \'\ \ \ - _ i / / \ \ \ ' \ \ I \ .. \ <`� - " _, < / -�QF�- j / _� _ -- - --- --- -- _ T rv,a z �g� / t \ `. / , \ \.. \ - / _ / CURVE TABLE - /LINE TABLE r�.11 � \ \ \ \4` . \\ `\�\• \\ 1�i ' 1 \' - / <, � r, = A' o�� �. / _ -- _ _ I\ TSO'\- -- _.- _. ' - -_ \ �■■■ I r CURVE LENGTH RADIUS C1J0RB$E MN& CMORU C1 104.83' .00' N74018'S5.58"E 104.34' C2 132.58' 524.50' N87.47q01.84"E 70.30' C3 140.3r 312.00' N76' .64'E •- 438. C4 I 2.33. I w I 180.1m -i- 1482'4530.96"E 217.33' C5 I 75.7P -1 1047.45' S43'28'00.58"E 75.73' C8 38' 300.00' S36.00'48.3T'E _ L w.2r--... LE BEARING LE TH 1 - 06.00' 0 Jr30 ►- 0 34.45"E 132.58' L4 I N5A•18'20.36"E I 171.75' L5 S41.23'42.45"E 110.88'/ °: ���'Aw 10 w M E • G'. Ill #A H�' • v ,y /y_� wl a - ;'w�Z�I'`'' a m'!*wp , I � �, r � Z :5CL W H F- O J J Q 0 CL M Y U O J m J 9 J f C c ! •4 AK II E f c 2 ii c Z < 0 L s c 5 i c Z z E c c c c t k c c s 0 / w 0) 0 a 3 CL c 0 3 u n L 0 OL W F_4) U 3 J..4 -0 V / O L_ a Va E 'c c z w w w z 0 z w V) z J 0 U 0 L_ 0 Q 0 L_ 706 NO. 0 02'006 0 0 SCALF ° 1 "=30' 0 1 toc 0 SHEET NO. a S-1 N m 0 f 0 ►- 0 h _ c ui 3 U L iA 0 ' 706 NO. 0 02'006 0 0 SCALF ° 1 "=30' 0 1 toc 0 SHEET NO. a S-1 N m NOTES: 1. THERE ARE NO TO CITICAL SLOPES FOR THIS PROJEC. 6-50 A\ x 0 IMPACTS 2. THERE ARE NO RETAINING WALLS PROPOSED FOR THIS PROJECT.T 0. 3. THE PROPOSED DEVELOPMENT IS OUTSIDE THE 100 YEAR MATNE FLOODPLAIN. GZ Ttl \ ®. o \M7i �w . SEE E SEE TH 65,4 \ N, SCOTT R. COLLI 0i 7 w \ I NOTE: ABANDONED SANITARY SEWER MANHOLES TO BE 0 1.." (j7, IA NN CUT OFF 2' BELOW SURFACE. ABANDONED SANITARY \ \ \ \ \ \\ \ �\ \\ \ \,� \ \ ` - / / - J SEVER PIPES AND MANHOLES TO BE FILLED NTH FLOWABLE FILL. A PLUG IS TO BE PLACED AT \06, v DOWNSTREAM INVERT WHERE THE, EXISTING/ PIPE NNN TIES -INTO MANHOLE-1713- LICKINGHOLE-11-112 LAC. 0. 035791 A 00 C:) 0\ �i&_tOCD NAL (u ENERGY DISSIPATER OUTFALL 662 VDOT SM. CLASS I L-20'. VI -12'. D-2 RIPRAP OUTFALL 664 N L-20% W-20% D-2' EXISTING SANITARY EXISTING SANITARY - W/ GEO-TEXTILE UNDERLAYMENT\ SEWER EASEMENT +1 N, I RIPRAP SEWER 666 0 AT "N CLASS 12* CLASS 52 iso \\ L -20,D -2.W-12 D.I. WATERLINE -1-13 \W/ GEO-TEXTILE FABIR11C Llb(INGHOLE vo 668 \ NN, do& 06 (6 %K NOTE: PROPOSED SLOPES STEEPER THAN 3:1 SHALL HAVE A z -GRASSED. LOW MAINTENANCE GROUND COVER, NON T- MH -1- z 1: +> N, PROPOSED- 0 _j :3 STREAM x 0 EXISTING S uj A ,,MH GU AIL 0 0 u BUFFER uj XT U) Mo 0 Lu m 0 A Z _juQi 42m TEMPORARY, 0 LLJ zw CONCRETE J Z CC a! _j Air ru Uj LU 11 - Ix (A .. L-22'. S-0.5% A (A Jj VDOT SM. ES -1 INV. IN 673.05 AM H Eu INV. OUT -67Z9\\ . v\ / ..� `\ �" N,v 'N'-, ROA 54! -FVW 14+00 ui - ------ 4-- 15+00 EXISTING SWM FACILITY (u 'N Cd 1-1 1 / . - _ A7_7\ a_ 4 Q) +> /0000 A rn V J! % CD -2- - /000, N, 'PROPOSED 8m 00 Go 00 00 J/ a C�l �,D A I \ I C:> DRAIN SYS C> SAN. T INGHt C) H F 00 OF C$ A. POOL ll2wX6w TEE 12" BAST LICKINGHOLE-11-115. � - \ \ DECK' 3.5 NOTE: STORM STRUCTURE 4 6n G.V. IX, (TYP) 6> C:) SHALL BE PLUGGED UNTIL SUCH C) oj C3 TIME AS THE UPLAND AREA IS -FIRE0 ANT __r- J_ STABILIZED AND THE HYDRANT �\ _:'i " \ . , -1 - 1 1. 1 "I LA v `N, ABANDON 00STIN as� TEMPORARY PIPE IS REMOVED. 0 SANITARY SEWER I u .2" METER AND V L9 rl�_ Q) N I _j _j_ _jr I _j __j il'i F I r- BACK PREVENTER1 0) v A ##A* ej I I ill,: F j CL PROPOSE[ 0%� J F I j j ? I �f - - - -1 z TING C,4 MANHOLE OVER E)aSTlNG j ,j 1 5 0A• ,SANITARY SEWER _j j .�j u 11UTY f 0 J, J --j a ♦ qo . 11 . ' �, I EASEMENT CD -1 (p /A' r j -j-, J -j f 7�1 L F, A No 00 16+ 0 l000l!_ a,\ 5 00 m C14 L.0 WATERLINE0% CONNECTION TO UPPER BALLARD FIELD vo F - x > t--4 z 06 CD -2- -Z LLI C r% 4 WL4 z a. CZ • ED 'EXISTING UPPER J BALLARD FIELD N 0 22.5* BEND uZ NN, (10 12" WATERLINE N, • 684 > ®® PROPOSED 12m C) D.I. WATERLINE 22.5* BEND 0- 0 INSTALL WA 3.5' Z_ Z V C OFF PROPOSED L9 00 0. SIDEWALK AL PROPOSED R/W -s 0 • jo ox C 1 0 u FIRE HYDRANT 12X6TEE "8 N 94 CL z REMOVE EXISTING 12 G.V. IN, 6 12" CLASS 52 0 QL -PLUG AND TIE-IN :3� D.I. WATERLINE r z 'M EXISTING UPPER BALLARD♦ 6" G.V. 4) PROPOSED 12" WATERLINE 0 FIRE HcrR 9.6� 12*X6n TEE u \ ­ - 69Y 0 FIELD 12" WATERLINE 10 x 692 N, NNNI N E 0 V tn 90* BEND o -0 -r- \ , % C- MH -3A (b 694 12m G.V. x V V �b LLj x con u) IA -696 MH -6- TIE-IN ROAD z j A 12 X8* TEE( TO PROPOSED C) F-4 "N A \PROPOSED 2-12" G.V. BROOKLEY DRIVE En INN, (40 1 (A K C 8" G.V. _3 \A .0 05 12" WATERLINE PROPOSED 12" ;p 0 , " \ 1p PROPOSED DRAINAGE EASEME Ll#&T NT % D.I. WATERLINE A olo�\\ \1 A N, A ON A rl % Q) N\ (o90 NN A oo\" ell A 'N GRAPHIC SCALE Pipe No. Size (inches) Max Depth (fast) Easement Width PteqL*W (INA) Easement Width Provided (bet) 1 42 3.97 13.4 20 3 42 6.10 17.7 20 5 42 5.12 15.7 20 68 24 3.85 11.7 20 7 42 4.06 13.7 20 9 42 5.01 15.5 20 11 42 4.79 15.1 20 13 36 6.04 17.1 20 15 36 11.49 28.0 28 17 36 10.92 26.8 27 19 36 13.17 31.3 32 26 24 5.28 14.6 20 28 Is 4.86 13.3 20 34 15 5.33 13.9 20 36 is 4.87 13.0 1 20 INSTALL WAS CID C OFF E/P 7 4_ C) (A 00 x 11.25* BEND lb i V V u 14 8" PLUG- b tu E U) Al Joe NO. 02006 0 \ItO 30 0 15 30 6Q/20 0 1 0 NN SEE THI 9 4 1 =30' \\ \ \\ \\\V \ lisr FEET A M F+- 4 SHEET NO. 1 inch 30, ft. 0 120 PLUG S-2 NN\ 41- FRAME & COVER (SEE FIG. S-1-D.E) SLOPED AREA •--*" STREET SURFACE OR NON -PAVED AREA V -p" MAX "WEDG—LOK" TYP£ RUBBER COATED STEEL. STEPS OR APPROVED �_ MAIN EQUAL CAST IN PLAN ♦ 1..I • � , PRECAST REINFORCED { CONCRETE SEC110"S t •o" RING SEALS • I�w �►x MINIMUM ELEVATION r DIFFERENCE ACROSS M.H. 5" -+1 Rare W_. . FROM INLET TO OUTLET v SHALL BE 0.20 FEET- OEPTH OF FLOWTE FILLETS ! VARIES CHANNEL TO BE � " 3/4 DIAIE'TER OF COMTfmR" NG SEWeRR. A FILLE70 INVERT A SM00 ' ' �I' 12• TION OF FLOW 6ETWX KET At OUTLET PIPE SHALL 9E YIN. 6" BEDDING NOTE : W/ NO. 613 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MIN11" AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE 00 OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN NTS FIG. S -I --A A111=0 BOLES'. IRANWIMM PAtW POESTAI.E ETC. 8I4101LL IWf ME 1AIDATED WWNM THE MW W VNY, V WATER SEM LWATKIII OF 0TW2 U L2TE: 46112. ELOCTOC. TE3 EP 0W., CASi,E,. E7C.> E/1BETIEMT wrMa v T oR ae_r - w �m m SW MW S. Pf#AfIIIIrII Its 3EP ATM II• MATER a XEVER LrIKL UILITZ3 C11111U 4 A VAMM 0 >EVO EASEMM SHOMP E AT W TO 7W RKWT OF MAY. UTILITY LOCATIONS & EASEMENT WIDTHS I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL MTIAL BACKFILL BEDDING a STOW ' STABLE SOIL ROCK • SCRAPE THE BOTTOM Of 1HE TROOCN. FWAIOVE ALL STONES TO INSURE THE PPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOK OR PROMOS A 4" BEDOMG OF #" smw. FOUNDATION IN P4)W SOIL UNDER—CUT CONDITION UWTA SOK INITIAL BACKnu row STABLE SOIL OR OBS STONE NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. Z. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.71HE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL. BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT MI ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING -- NIS % W-2 ELEVATNON PANT ALL SEM WIN2 COATS OF 11"U DWS PAIR I I A-1 cENORAL MOTES , t To fj :. a 4' ST 1 wrNR Ai 2'y rRlass TTAMRif OM Aar CARR w w i PIAN VIEW► R1'18cia°�`rrA�R S Maa" RaAMIAY aim a now A w n1RNac aR1w �1%ii l�bi°A ilw1T. Efflau1st & I .M. WISTAICf •a[ Owl WIN A 11MMOM 011M. ECTION A - A ALLOWAIILE WIRAM ORAE QW10ES No Iwwvmm%"1 >< 1 3311 _imimwe 1 rix 0s 2'•r -- - rix ECTRDN C -C R RAM om 9. Vs M WW 19 RMW 40 OW 0 FLJIW Lii■ �s iRwlia. 'M s eAR M Dula[. 4• T 0. {.sy�0MRANK w s .4TJIRD ci ;�l 6" LM rwMM wwwlllw w vowwwwr" o 1 I simm RMrwIM s IIMI/.R om R PAFM 5 941146amR 00 0.,1 O�j • r. r ♦ }# PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE MATH PART V. SECTION G OF THESE SPECIFICATIONS. �f SCOTT R COLLINS� $ ` U Lie. o. 035791 •EXISTING SANITARY +I SET DOGHOUSE BASE 2'O oAll ryNWCONCRETE p�BLOCKS � �IYs�Ew1ER / PIPE �p��/ , a DOGHOUSE OPENING SHALL �• ,N. • . • •!• •.• 1111... 12• CLEA AMM 2' V BE PWORIO BY • : ; • BETWEEN EASIM PIPE _�<Z - MANUFACUREROR ND TTASTONE BEDDING sjONAL _ .._ - �. NOTE' HYDRANT MUST BE KENNEDY GUAR" (K -81A) EQIAPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) VI LE THREADS WHICH IS QOR APPROVED EQUAL THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MN 2' TO IV (2701 7 CU. FT. a- ALVE GRAVEL .. :.. .... 6- (TATE _• • •�. . •� , VALVE ��' �•• 8'X6' TEE 2300 P.S.L. CONCRETE ; BASE AND THRUST BLACK AGAINST { '� UNDISYLWA D STABLE SOL' STEEL PILE AIN WHEN THE SOIL IS DISTURBED OR WHEN MAIN THREADED RODS MIN ALL MJSTALLATK>IO tiS. A HYDRANT IS LOCATED IN A FILL. ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/42' OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE: IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT 1. SURROUND WEEP HOLES Wl7H GRAVEL AND KEEP FREE OF CONCRETE. 2 MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( NCIAIDING DITCHES ) 3 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOL 4. THE GATE VALVE IS ALLOWED N SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 3 FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE NEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG• W-4 Etfictim hWat 18. 2006 NOTES: L TNT A01 M f R Nw0/iT 0 CAR N AIMIL i `1012WR As I GATT N A►ACL R ALLArM1: MR TA wz CF � 1 �A OObBNATION 6" cm it GUTTER MMMM RMMRIIRR R /MrwwTAfft A � Arws. r I.BGNE RAL NOT GJ* mmwhvaw M fi" 2'w sM: �M��P�y' II�1 �I�''III�'""� �LI�r• x�PA M.L SINEW HIS. rrw 1RUIRWor N" NT �M � �MIi IS W2' IX OMNI TYPE C rANeAL.LroL &N''F AIR �" II Illislwl Mi r i r11sao as 0 0 0 0 0 0 0 0 0 0 0000000*000000 00a 000a00�,00 Goo 0t840e00Hx(►o0O0►000000 00a 0a0000 TftV�r 'OE1'ETw1 HIIIIIIIIIII CG -1.2 DETECTABLE WARNING SURFACE 'A° MIMM"GENERAL NOTES F IYf_� Lu M M N �■�• tet' (ii Z 1 N w0 01 a- N N w W F— H V) � O J I� w Q' 0 o 0 o z 3 O M � a 0 U w 0 O c Mani 0 ca >r' w z J z O H W Cn z k a� ' w ~ ° .. O O- s W X M U d O O 40)a SS AT a t7u v° >4 JOIB NO. � 0 02006 0 SCALE ° NO SCALE Q 4, TYPICAL MANHOLE FRAME R2' C OVFR o NTS r SHEET NO. a Lrtaft"s , t is. me FIG .S -1-D S-4 h W-4 •d) INR ♦ 1..I • � , r -+1 Rare W_. v R RAM om 9. Vs M WW 19 RMW 40 OW 0 FLJIW Lii■ �s iRwlia. 'M s eAR M Dula[. 4• T 0. {.sy�0MRANK w s .4TJIRD ci ;�l 6" LM rwMM wwwlllw w vowwwwr" o 1 I simm RMrwIM s IIMI/.R om R PAFM 5 941146amR 00 0.,1 O�j • r. r ♦ }# PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE MATH PART V. SECTION G OF THESE SPECIFICATIONS. �f SCOTT R COLLINS� $ ` U Lie. o. 035791 •EXISTING SANITARY +I SET DOGHOUSE BASE 2'O oAll ryNWCONCRETE p�BLOCKS � �IYs�Ew1ER / PIPE �p��/ , a DOGHOUSE OPENING SHALL �• ,N. • . • •!• •.• 1111... 12• CLEA AMM 2' V BE PWORIO BY • : ; • BETWEEN EASIM PIPE _�<Z - MANUFACUREROR ND TTASTONE BEDDING sjONAL _ .._ - �. NOTE' HYDRANT MUST BE KENNEDY GUAR" (K -81A) EQIAPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) VI LE THREADS WHICH IS QOR APPROVED EQUAL THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MN 2' TO IV (2701 7 CU. FT. a- ALVE GRAVEL .. :.. .... 6- (TATE _• • •�. . •� , VALVE ��' �•• 8'X6' TEE 2300 P.S.L. CONCRETE ; BASE AND THRUST BLACK AGAINST { '� UNDISYLWA D STABLE SOL' STEEL PILE AIN WHEN THE SOIL IS DISTURBED OR WHEN MAIN THREADED RODS MIN ALL MJSTALLATK>IO tiS. A HYDRANT IS LOCATED IN A FILL. ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/42' OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE: IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT 1. SURROUND WEEP HOLES Wl7H GRAVEL AND KEEP FREE OF CONCRETE. 2 MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( NCIAIDING DITCHES ) 3 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOL 4. THE GATE VALVE IS ALLOWED N SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 3 FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE NEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG• W-4 Etfictim hWat 18. 2006 NOTES: L TNT A01 M f R Nw0/iT 0 CAR N AIMIL i `1012WR As I GATT N A►ACL R ALLArM1: MR TA wz CF � 1 �A OObBNATION 6" cm it GUTTER MMMM RMMRIIRR R /MrwwTAfft A � Arws. r I.BGNE RAL NOT GJ* mmwhvaw M fi" 2'w sM: �M��P�y' II�1 �I�''III�'""� �LI�r• x�PA M.L SINEW HIS. rrw 1RUIRWor N" NT �M � �MIi IS W2' IX OMNI TYPE C rANeAL.LroL &N''F AIR �" II Illislwl Mi r i r11sao as 0 0 0 0 0 0 0 0 0 0 0000000*000000 00a 000a00�,00 Goo 0t840e00Hx(►o0O0►000000 00a 0a0000 TftV�r 'OE1'ETw1 HIIIIIIIIIII CG -1.2 DETECTABLE WARNING SURFACE 'A° MIMM"GENERAL NOTES F IYf_� Lu M M N �■�• tet' (ii Z 1 N w0 01 a- N N w W F— H V) � O J I� w Q' 0 o 0 o z 3 O M � a 0 U w 0 O c Mani 0 ca >r' w z J z O H W Cn z k a� ' w ~ ° .. O O- s W X M U d O O 40)a SS AT a t7u v° >4 JOIB NO. � 0 02006 0 SCALE ° NO SCALE Q 4, TYPICAL MANHOLE FRAME R2' C OVFR o NTS r SHEET NO. a Lrtaft"s , t is. me FIG .S -1-D S-4 h W-4 •d) 685 1.1 .:f 12"X8" TEE 2-12" G.V. 1-8" G.V. 1 0 z Q PVI STA: 14+00 PVI STA: 16+69.82 W U PVI ELEV: 685. 9 PVI ELEV: 683.19 PVI ST 1A 50 00 PVI STA: 1,++25.00 PVI ELEV.- 683.876 A.D.:—2.867pL K: 34.97 VC LENGTH:100.00' HP STA: 14+17.53 A.D.:I.00X NONE MOORE MENEM A.D.: 4.678 PVI ELEV: 693.456 - PLUGJ c� K: 50.00 OO K: 37.51 A.D.: —1.67 (� F VC LENGTH: 50.00' VC LENGTH: 175.00' K: 29.98 Z v L LP STA: 14+25. Z 1-4 LP STA:16+19.84 VC LENGTH: 50. ' c(o 0 LP ELEV.- 4 LP ELEV:683.87 HP STA: 19+75. BEND - PROPOSEDJ _ Cie HP ELEV. 693. 6 685 1.1 .:f 12"X8" TEE 2-12" G.V. 1-8" G.V. 1 0 z Q o PVI STA:11+20.37 W U } < + c PVI ELEV:680.17 A.D.: 3.22X K: 31.08 VC LENGTH: 100.00' LP STA:11 +32.58 LP ELEV. 680.55 IP,36"RCP PVI STA: 1,++25.00 PVI ELEV.- 683.876 A.D.:—2.867pL K: 34.97 VC LENGTH:100.00' HP STA: 14+17.53 h NONE MOORE MENEM 141]11 tb ao - PLUGJ I HP ELEV:683.53 OO J (� U Z v L *LOUN Z 1-4 OC � W y No mompim momm- c(o 0 STA 20+40 I 90' BEND - PROPOSEDJ _ Cie PROPOSED Q G W (6(6c6ri (occoo m ri 187.68 11-1 LF a i 12" G.V. s 22.5' BEND z zFu z O 0.47X OEM INSULATION TO BE 675 EMMELINE c 04.42 LF—F)- PAA A m1h, PR0\1M AT 7HS CROSSING ON WA --- - z z O 0.56X >Z 672 ? z > � r-� 00 co O7f . M O 00 C � M . 04 0 . 0 r � � v � 0) � � � � M 0�0 000 ONO t0 0Uj CIS t 000 00 00 c0 00 000 r QO 00 000 00 000 ^ rn 00 O) rn m O) rn M rn to W c0 c0 t0 c0 c0 0 cp to t0 c0 co c0 cD c0 to c0 to c0 t0 co co c0 co c0 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 Big LOCATION OF ELI kill No NE-pddd'l'. oplip 0 0 I WATER METER -a :o: di 685 1.1 .:f 12"X8" TEE 2-12" G.V. 1-8" G.V. 1 0 z Q E LAREMONT LANE o PVI STA:11+20.37 W U } < + c PVI ELEV:680.17 A.D.: 3.22X K: 31.08 VC LENGTH: 100.00' LP STA:11 +32.58 LP ELEV. 680.55 IP,36"RCP PVI STA: 1,++25.00 PVI ELEV.- 683.876 A.D.:—2.867pL K: 34.97 VC LENGTH:100.00' HP STA: 14+17.53 h 141]11 tb ao - PLUGJ HP ELEV:683.53 OO J (� U Z v L *LOUN Z 1-4 OC � W y *36"RCP c(o 0 STA 20+40 l� C 90' BEND - PROPOSEDJ _ Cie PROPOSED Q G W (6(6c6ri (occoo m ri 187.68 11-1 LF a i 12" G.V. s 22.5' BEND z zFu z O 0.47X 675 c 04.42 LF—F)- z z - - z z O 0.56X >Z 672 ? z > � r-� 00 co O7f . M O 00 C � M . 04 0 . 0 r � � v � 0) � � � � M 0�0 000 ONO t0 0Uj CIS t 000 00 00 c0 00 000 r QO 00 000 00 000 ^ rn 00 O) rn m O) rn M rn to W c0 c0 t0 c0 c0 0 cp to t0 c0 co c0 cD c0 to c0 to c0 t0 co co c0 co c0 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 E LAREMONT LANE 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 MARLBECK D 14+00 14+50 15+00 15+50 16+00 HORIZONTAL SCALE 50 0 50 100 FEET SCALE: 1"=50' VERTICAL SCALE 5 0 5 10 FEET SCALE: 1"=5' o PVI STA:11+20.37 W U } < + c PVI ELEV:680.17 A.D.: 3.22X K: 31.08 VC LENGTH: 100.00' LP STA:11 +32.58 LP ELEV. 680.55 PVI STA: 1,++25.00 PVI ELEV.- 683.876 A.D.:—2.867pL K: 34.97 VC LENGTH:100.00' HP STA: 14+17.53 uj �� HP ELEV:683.53 OO 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 MARLBECK D 14+00 14+50 15+00 15+50 16+00 HORIZONTAL SCALE 50 0 50 100 FEET SCALE: 1"=50' VERTICAL SCALE 5 0 5 10 FEET SCALE: 1"=5' 1-- -z Z C 308 NO. 02006 .o 0 v 1 "=50' v SHEET NO. a o W U z + c z OD uj �� ' OO J (� U Z v L DC Z 1-4 OC � W y l� C Cie Q G W i a i s n c c 1-- -z Z C 308 NO. 02006 .o 0 v 1 "=50' v SHEET NO. a z aD OD C i 1-- -z Z C 308 NO. 02006 .o 0 v 1 "=50' v SHEET NO. a 9b�..�. _ - ' " -6-70- - \ \ _ - 1 1 1 \ m \ \\ \ / D.A. 8 _ _ 5 - - _ \ 1 I \ \ \ SCOTT OLLINSZ 0.03 AC. - ' \ t t t \ \ O ►-+ / , , � � ' -\� ..... \ ' ` •;\ \ / , / , / - \ \ �-- \ 1 I I I I \ 1 \ � V Lic. o. 035791,:b. / \75 Q T�6.0 min. r \ \, \ \ \ ,y. \ \ \ / / // / /� / I , ' ../ . - - _ •* \ , I r I r Ir It t \ \ \ \ Ng OVAL l D.A.6/ I /. 1. �' / "i 71 \ t I ( I l r \ \ \ \ 0.21 / ir- I \ \ ' /0000 O A \ ''�. - �. `� 1 <<,' � D.A. \ VA / LI 4qq :LE %.114 - \ / , .. - \ ; ! f - 1 / l_ \ :..'i: � •1 0.30 C _ \ A. o \ - \ t ' /0001 Cw 0.68 < !. - - , \ oC 8. min. T" c 6. f f �' \ D. / . 1b of \ / \ - < 0.25 AC. W 1 LICKINGHOLE-1 5 \ \.- �.. � i .. \ •� .%�_ •/ ;� Cw 0.88 OA ce / \ ` \ 1.29 AC. c \ , \ Cw=0.75 I W 01, \ \ 1�'' ♦ \ \ \ \ a {: D.A. 3 \ \ 0.17 AC. ' \ Cw=0.85 ,� �` \ \ .,\ \ \ \ <� , ./ , � . D.A. 12 \ �♦ '` .1 \ \ 1 1 0.16 AC. _ / \ \ \ \\`♦" Cw=0.90 \ S4: �.. �/� / \\ \\� \ \\<,. \\�♦.i. \\ \ `\ \\\�\;:�'�, / _ / fin•. \ ' :'... _ i... __- D.A. 29 o0 GO , � \ \ . \ \ \ \ ,. �/ � _ - - - - 0.25 AC. \ \ \ \ IQ _ c •\ Cw=0.70 o N N � . < < c / \ \ �. \ .:, :'1 \ \ ` ' ` •� ... , "� c� min. • D.A. 37 / // / \ \ \ \ \ �\ \ \:< ♦ \ `\� \ / , -._,\\ •\ - 0.04 AC. _,'' _ \ 6 s / / , / \ \\ \\ \ \ \ \ \ \ ,.\ \ \ \ \ \ \ \` \, k / / / _ _ _ ` _ \ _ _ Tc -6.0 min. _ - ' " ` �6cg \; \\�•. ."\ .. \ ,-__ ,-' ,_----- _� OIN .�. / /� - -_- _ D.A. 14 ---688, \ / / ✓/ _\ / �/ / \ \\ \ \ \\ \"�\ \�. /. \ \ v \ / a6" -- --- _ _ 0.10 AC. \ \ 1 �y �1� \ \ \ \ \\ \\ \~ <\\�? \ \ \\ ,° / '---6g�-�___--- - -_Tc=6.0 min. ---6 ` I , M o - - \ \ D.A. 27 V. -\.A 2.73 AC. / _ \ I r I �■ \ , / / _'F' ` \ \ \ \ \ \ \ \\ �\ \ •.' / V Tc=7.0 min. o VA uj \\ \ ', \ \\\\\\ \' `:�\\\♦. \ \ \ ` \ / / / /� / / /-------694'-- --------------- \ ,/ , 0 \ H / \ _ - - -- - ___------ - - --- / /�g > \ \ \ \ \ �<' ;\ \` ♦ . \\ \ \ \ \ I 1 , / ,' - f , � - - .. \ \ \ f g� / / \ • \ D.A. 16 \ \ \ I�wr y Q a \♦ \a.,` \ \ / , 6 �/ / �� 6, \ \ 0.04 AC. \ \ ` \ Ch J c p/ \ \ \ \ \ ; . �. <<,\ \\♦ \ \ \ \ \ / / Cw-0.75 \ \ \\ \ \ w W o <\ \\♦ \ \ ., ,. \ v , / r , / / \ 1 Tc -6.0 min. \ \ L9 E-4 J ,00 \ \ ., / .. ... ...\ 0 W _/ /-• /,- r i \.\\ \\'\�\// / // 708- - - - �l I 1 0 , 0 4) r Q V ` D.A. 18 .. / / / / / / I U M 0.03 AC. Cw=0.75 Tc -7.0 min. / /. / / / ' / / ' Ul \, ' LU {\� ° OL O O 00 / - W o tu ui GRAPHIC SCALE 30 / 0 15 30 60 i 120 _ " - ' \ , \ \\ \ �� `� ^ / / / / ' _ _ _ _ `- \ '� 306 No. y 02006 / / ( IN FEET) ' \ \'.\ SCALE 1 inch = 30 At -,, L 1/ O 1 N=30' '' / /' / ' \ %Nay \/ �/ i. i / // OO r / _ _ / / •°, O Q r _4 /\ _ / / SHEET NO. CL DP -1/ ✓ jam. ✓ / , r I ." a' ,\ / r\9"< r - V' 95 75 FT r A �o n ENSURE MH TOP IS SLIGHTLY ABOVE GRADE TO ENSURE THAT IT DOES NOT 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+0016+25 NEW LICKINGHOLE-1-15 TO 1-11 0 Z NONE NONE x161110, 11041MMM■ 9" SDR ;5.96 LF 0) N160 O 0 1. 0 O n N h M N r 0 n 11 n N r n a n ^ N mci n m 7 < co t0 N w W W m b' D b� m M m m 0 i0 0 W 01 O� 0 M co t0 r0 fo t0 t0 10 t0 m o 0 �0 t0 FOO 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 19+50 17+00 17+50 18+0018+25 MH -4 — MH -1 I 8' D.I. 46.19 LF O »wZ � � Q w gym, a0 tO00 co cc 0+00 0+50 1+00 MH -6 — MH -3 HORIZONTAL SCALE 50 O 50 100 FEET SCALE: 1 "— 50' VERTICAL SCALE 5 O 5 10 FEET SCALE: 1"=5' LAC. tp. 02 L 6-18- 0Z^ 0 o' ;!SF 1n j5 O N w o O J K {� oy� Z O 0 v ran a o 'D+ a0« 0 m c m0 O JOB 3 N410: m N I 8' D.I. 46.19 LF O »wZ � � Q w gym, a0 tO00 co cc 0+00 0+50 1+00 MH -6 — MH -3 HORIZONTAL SCALE 50 O 50 100 FEET SCALE: 1 "— 50' VERTICAL SCALE 5 O 5 10 FEET SCALE: 1"=5' LAC. tp. 02 L 6-18- L M ZM O\ N M N ,.d- z LL N WC N N w W > W LuZ u- 0 - -j ce O w Zuj Q V) W M >. U Y LQ r h-1 ul a 0 a Z z � � Jw w � J � o 0 W o 0 59 00 u o � 0 V _tl C tl V O 0 o' Y/ Z w o i oy� Z s�s 0 v a0« 0 m c NO. JOB 02005 Qa V V L M ZM O\ N M N ,.d- z LL N WC N N w W > W LuZ u- 0 - -j ce O w Zuj Q V) W M >. U Y LQ r h-1 ul a 0 a Z z � � Jw w � J � o 0 W o 0 59 00 u o � 0 V _tl C tl V O 0 q w z£W i tl_ a0« 0 m c NO. JOB 02005 Qa V V 1"=50' tl. ov SHEET NO. n u 0 DP -3 v e tt �3 Table 6: Surro I,tI1t Table I- rasrE ameIN >tnMo AID aarEr aPIIeAo AID OFG f C .0.0 a MbnlmMky Y 4 ema,or t.r 0.6 wlr v Ona DRAINAGE DESCRIPTIONS issInew C6dcMle, n, is Q013 STR. PPE 16'ORW7TION 6.ET W�T� O SCOTT co S% ' 1 1Yit 6„6 Y9r �� NIST Q.. ' U Lic. o. 035791 .Z0. °c Q ; N OUT TYPE STATION lEMM ELEVATION i Q A16 OF1C 006 6 64.03 WOfB/D.6f.61-1 REOD qy� C 16 30 14.20 0.60% 67415 MA6 RCP3 i6 MOO C6! A aso-W 1eol.fD. a..a4, wE0o `•J'IONAL , 01 �j 17 7 27.7+ 0.60% 618.7 67521 RCP3 f 1 E M OI-� 06! 4 60..66 WOf 6T0. 16-1�ffi-+REOD s Table S: 53.46 Design rd. _� < 15 7 ,76.34 0.4% 306.1+ Wm RCP3 �- - d u DMofu 6 536.67 ,a,lxar6.IF1 1 1 t3 275 O O r . 0.i ; d r e 13 1 36 11592 0.60% 677.14 616.66 RCP3 12 1 D= C34 6 BBSN WOTSro.a-1--_r_-- n=0.026227 CNP n=0.013tr n=0.01 Pr TOPE i) .6 0.% o.M GAPS Om 0.00 052 0=0 04300 2A 0.0130 a.,06D 5m AAs Net I 0.71 0.06 0.140 0b6 0.00 am olow OA206 20 50130 4.16b 627 Om 11 p 127.19 0.50% 606.40 676.87 RCP3 740 $MAIO 2C eD cnflNwr lbw U nr 10 0175 066 8 601.4 WOT M.16-, pp M O.IN 0.N 0.07 0.14 0.00 571 Om,O OAM 20 0.0130 4.t S4 447 6m 9 42 7253 0.50% 676.71 676.36 RCP3 E 0.12 Om 0.106 O.p Om 0.p Om10 0.0700 3.0 OA130 1.+000 Im 0.n a MOB C04 6 58231 WOr67D.1&t ■f y ,e Q 6IR 12 2C 1A ow.Ww09=1 O.0. 0.140 7 p 211.35 0.60% 076.26 $74.19 RCM E a € f Yil 0.11 Om OAM 0.40 0.06 0.0 0.4010 0.02033 2.00.0tl0 4.1600 1m 0.73 6 017C 060 0 610.1/ 30O767D. bt � � � � � � X +� {y3. 0.f1 Om 0.120 0.N Om 0.N 0.8010 OA24 2D 0.0400 5.1506 711 Om 5 42 51.96 0.00% 674.00 673.67 RCP3 �' a i SM10 20 BA w1Wlr flow o,9 0m4 4 NIPS - 0 351.55 WOr9TD. 61 O l c w c i n 88 ZZ .n F® O.b OAIt 032 Om 632 OA010 OA200 2A GAIN 4.,600 0.h 0.76 3 N 104.7 0.60% 6n.57 67306 �3 {X.27112 A79Q4 p J 1 1� OM Om OA7 o.,1 0.00 6.15 0.6010 0.0100 2A OA.06 1.1600 1.% Om 2 1.40 - 0 670.96 ,OWSMAS-1 A76 18 11.30 0.75 8.476 $A75 10m Sm Nm %9.16 9M.N 1402 0.013 0.4080 36 7.60 0.31 STR6 2C u mn.lu9 now 0.5 0.167 1 42 ,en41 0.50% 672.95 On -2D RCP3 1s 76 0.03 0.75 0.023 0.406 1091 531 0.12 STOW 6766+ 27.7 0.013 0.0050 38 7.61 0.37 v/ YII OD7 076 0.063 071 0.00 021 0.0010 0.0200 20 0.0130 1.1900 576 0,14 M 14 044 0.75 0.030 6me 1037 530 0.16 670.11 87734 1755 0.013 0.0050 36 7m 0.75 Zjjj ala 0.70 0.IN O.p 0.00 OA3 00010 04703 2.0 0403 4.M90 7.p o.n SIRM 1C 6A n.43.. 7011ow 0-0 0.161 14 12 0.10 0.78 0.076 0,106 10.73 5.23 041 677." MIN 110.9 OA13 0.0000 30 7m 1.01 N C M 1270 Coe 6 060.32 wUT Sm. O Q� ds 29 2516 0.00% 07134 674.19 RCP3 12 Io 0.13 0.03 6.744 10.7% 11.01 5.16 0.70 070.46 675,91 1272 0473 0.0060 N 8.16 177 fA 127 t L a oil ai 6.127 o.70 0.4 o.76 09010 0.0660 2A 0.0679 4.1600 976 OA1 10 a 025 Om 0.27 11406 ,177 5.13 1.13 676.71 Mm 72b 0413 0.0060 42 am 1.42 N C z w M29 2B eA c000111a now OA 0706 Iii L a 6 0.03 0.75 0.023 11.165 11.12 6.10 0.1, SMm 374.19 311.1 OA13 0.0060 42 em 106 6C 6 90. 0478 034 1 606'00 6 4 011 0.75 0.158 ,2m3 1106 6.03 0.79 674AD 6n A7 S59 0.013 0.0060 p 0.37 2.01 F r 0.17 0.06 0.163 OA1 0.00 031 0.00,0 OD300 2A OA13D 1.7000 W O,11 32 M 28.22 0.00% MAP 677.06 NLY3 SIR 36 >e O9 OWN" Oa 0.106 „ 1]1.70 C34 a 061.06 4 2 0.06 0.00 0.000 12.533 12.01 &00 0.00 073.57 9Mm 1NA 0.013 0.0060 42 am 273 00 r AAPS om 657 6.15 om a" 55670 04300 zD O.A13o 5.1340 .,17 om 7 ,6 75n o.eox %595 67an lots z our Am Goo 0.690 1z.w ,22z Im 0.40 %296 e7z7 165. o.a3 omen 12 539 2bz W MM 20 0178 OG45 a 94.06 WOMT6.0-1 57+n.c M-0 SIR27 >0 sA nn.Nf1011aw 0.1 26 is ,30.63 0b0% %547 975.61 RfP3 6A 6 1m 0.76 5963 0.906 640 636 6." %1.31 %119 282 0.013 0.0060 24 1.71 0.70 L IIR 0.90 0.30 OZM 1.06 0.06 tm 0.0010 0-0206 SA 0.0060 11600 10.67 Om 0.71 0.30 021] 0m 0.06 Om GAO% 04200 20 50131 11600 947 9.51 R1f1n: 38-10 f 91227 2C 120 1A M 33 31 0.15 6.76 1113 0.113 0.00 635 0.71 677.19 677m 067 OAt3 0.0060 15 291 0.16 < _ 36 4470 CGS 8 613.31 ,0027 STD. 13-1 0 d Q007 tIlnlO OSub h. lzrdll6n 31 7 030 0.06 0103 03+7 6.PS SA 7.70 31556 6Mb7 73.7 0.01] QO060 16 S.p 0 b4 YiIU n . w =1606. 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D 036 010010 09206 2A OINKING.4.7600 am 0.76 0.N O.IS 0.106 Om 0.00 Om Om10 0.0200 2D 0.040 4.1000 0.w OAt W UMOA Ic 6.0 c6weN140 few 1A am N r 021 0.06 517 Im Om 1m 90%o OA900 2-0 0.0130 11800 ,7m obi N � w 5127 26 0.o �e611fr1few a 6.331 W ; I -- - .... - %=;, .- "I / ' - � . 1, I -. , I ' " .- -- ,. I .11 I , .-.. . � - ---- I I . � ' . - T/"/'' . .", , . I 11 '', -.- I'.'�.',' ',// -- I - --.. . , I -) 41 , . , . I , .. / / Z ", ". '�' - - 1, I \�W� , " , I - I " ", . / , � : - , - '�� , ---- ---- � - I � I I I - ,- -.- 1".. W6 /�", I - A - , - ., 11 ",. / , // -, , -----.- �- - ­- -I.... - -AQWW;�� -11 I � I I � '-, -, ,I � I / / ;: , I, / . " 0 11110'1'1.� . , - , �' ", , , " -@* �' " z -.. I --� ,.- ". � --- I I " , . ., " , - . --"' ------ " -.-- - , I -. /" ,-. -, ", i / I / , ." , \ . K/ / ' - ""�� � -'.. , . : . .' ,.' -,-- , - - - I-- I I - I I "" x , " " "I , I . , / I.- -1 % I 11 1411"I'l " I * - �� -- --- - �- -- ��' _-, -,-- " ''I � ". 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F ... - % faclor 1.0 (1.0,or0-91brsibs lnthe dwAk4xrowt areaswhen axis "knpwftncow Jsgrsdw Detained Arae than 20%) 1 - 0. i O 0 ti E z x 0 0 U) 'a i 5.70 i'& 21.80 I 1 2 Year 5.8 7.00 27.80 ullbrels analysis 10 Year I I 1 100 Yew I I I I I I U I 0.0 0.0 I I I I 0 0.0 - 0.0 - 10 YearI - 0 1 0.0 - 0.0 I - 100 Year I I fwft nwn I 9 fwft Vp - I 5 5 101100 upper 5.8 020 0.76 1 00% I 1177.1 W% 25W.0 21.7 50% I DOW V%%t Fbnd I Pond (4 x VCW) W% mnoW powded by porxi I Additional mr,oval pvAded by UckW#Kie Basin through the * knospAous am halos drAlopmert in d@oW*W wowth arm can be a minimum 20% f / / '. , I . - I ',-,I,-)- 1, \ I 11 I - �" I I I 11 a I !' / , , "', - .- ,-- - this is most O&M NOT the artka property, but the portion of the property within the utlect drainage am, or the drainage am to the bcft = 1111111-Aw - - \ \\ I ; -- I \ I I \ '\ � 1� -- -- - I I � J I I I "I 1, ' .. 11 � .... 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'SEWER OUIFALLfNG INTO UPPER / / / ;lei / \ \ "").?rJ f h j` { (, \ < I I {`n�'E RETENnON BASIN II c BALLARD FfELD STORMWA7ER \ i,1lir M1' MANAGEMENT BASINII \0 __ \,: h r D.A. #4 f :' / 11 )r 8 1 AC - 6 ,I, /'4 all ' g :3h/-i1,1� � M� r �\. \ )'� s i \\ Y � / , � r � R \\\ , i ' //, � '11 �';''. �. ��\i I' n. �� , / ' l ,.d�r ` J�}�V 1 � »�1� /, _ .\., l.: i { I o { \ { 4, \' �y ry \ ----� ,�4{, '(I girl r%r ,I / ri/r r / � _1\ �i �� - ,r 0 1 . #S \\ �"w �.. �Fr f /\ / f!I / t� / A c'3 � �'..�;- / 100.9 AC.;,�' i' ;.) �• ! �A Yr r; �' 'iW ve/ r�r • l/ ,� r A � - i \\ {-----------�� 0 �'-��\ // li`,1 /, /i it r i r- '.i/isle 7,, 1t, 1 �!_ \✓, a''q'i ):I.:/ I j� vv A ' ,, fir/ v ri/r r. �l _ '•1' � ` '* �.�;;, f. �% '�%� '�, - .•'�. ��'_� bQ'��� v� � a V�� / v -----d 1 O v / ^ /:7/'t' ri7 � - I <T ✓,r /� �-� r/, ,vA \� F ' id�c3.;v SII ' �bZ �� I 0ive 4 ,P \\ / �\ % V" % / ��a ;: �f' � ,��� 1-f' /�`� � _ ,` oc,' 6� L" ,�'-•,..._�.a I q4t/31`rL <P)iw o, wOo� 0 0 "r4� Mpi v l O ~ / xn��v Wa(� °N\o °' �ws�r ��y�„ � ,,�,�. _r V`�, '.;• r @rx�,r 600 GRAPHIC SCALE / �� fl,' \,.! °oc o zoo wo coo 1eos \ \ , '"`�`8? `� eA` ') 4v? t�. a•; Il / _\ � ( IN FEET)„s�...c9iCi' 1 inch = 400 ftrJ+a \ f;: PRE -DEVELOPMENT 11jr, am (acme) profeetena 522 (roughly**arab ads N (bYrbr ) (ahead be MWy ei to Write dclabddiv ) =g am upland D.A. 01 D.A. a2 D.A. 03 D.A. d4 D.A. 06 parbent caplaaa 100% G_ (sherd be fp% or better) M f %shoe 1.0 , 1.0• or 0.9 for $Me in the developriewt ane vA1are cork phader then 20% Ana(c.) 1275 1.30 3.03 36.10 100.90 1�I 7i E a.r.a Delalned Maas cw 0.30 0.30 0.30 0.30 0.30 151.80 53.35 2Yw To (min.) 16 16 16 20 45 1 30620 1 110.08 110DYN WLiu N Undelained Mae , W � 02 1278 1.30 3.03 31.31 55.08 lorw U) 010 16.88 1.72 4.01 41. 76.75 ~ � � 0100 22.29 2.27 5.30 56.74 109.45 H J 3:o V x a OZ -0EVELOPMENT f� die F o W BLOCK 3A BLOCK 36. BLOCK 2 BLOCK 1 BLOCK 4 D.A.84 D.A.05 Y W oo U O Area so. 3.35 2.41 1.69 4.33 5.28 36.10 100. ON 0.80 0.70 0.78 0.86 0.78 -0 s0 0. To _(Min ) 5.5 6 6.5 5 7 12 41 w J�owX car 4S CZ 13.53 8.30 6.33 19. 19.31 107.15 56. 010 17.44 10.71 8.18 24.82 24.96 140. 76.7 0100 22.88 14.03 10.70 3253 32.64 181.77 109. Table 12: WaliQuaffyCompfar=table Wi QUALJTY COMPLIANCE - taches Dewlopaanl for Upper Belli rola Pored 11jr, am (acme) profeetena 522 (roughly**arab ads N (bYrbr ) (ahead be MWy ei to Write dclabddiv ) =g am upland 522 preera uplaes ri 100% parbent caplaaa 100% G_ (sherd be fp% or better) M f %shoe 1.0 , 1.0• or 0.9 for $Me in the developriewt ane vA1are cork phader then 20% 1 y5� 0 1�I 7i E a.r.a Delalned Maas V o Z 19.1 63.29 151.80 53.35 2Yw 19.1I 115M 1 210IM 1 8603 j10Yw 19.11 205 01 1 30620 1 110.08 110DYN WLiu N Undelained Mae , W � 0 0.0 1 0.0Year i ural'rf,wis i E F E 3 farcy If ! 3 3 rarrarb . - .laps 1611 0.70 055 5e% 127e96e 50% ]6!61.0 1.1 Bete yerr Poral Vara Pond (I x WOV) 50% Mi pro dad by rad Additional ra n0nl plaided by UdraV)nde Broin th oull n the �IrnpeWoe area bslpre dralopmara in dosipaNed 9ms4h soca can be a mWmun 20% tits W most oars NOT the arelae property, but the portion of the property v4tlsn the subject drairaaps ane, r the daYn9e ane to the bi - sea Table 13 Note: WOV sh :ssi W 4 x Y10V Table 14: Dereii Complarme fable DETENTION COMPLIMM - la%mab 3" ler Upper Mallard Field Pond 11jr, am (acme) 153.1 (roughly**arab ads N (bYrbr ) area es, , I (saes) =g 153.1 O preera uplaes ri 100% (should be beWserl 80% NO 120%) G_ M i c c , `A y5� 0 1�I 7i E a.r.a Delalned Maas V o Z 19.1 63.29 151.80 53.35 2Yw 19.1I 115M 1 210IM 1 8603 j10Yw 19.11 205 01 1 30620 1 110.08 110DYN WLiu N Undelained Mae , W � 0 0.0 1 0.0Year 0 1 50.0 lorw U) 0 601 00 10GYw Lic. 1(o. 035791 6AVP'06� f c c c Z =g 0 c O ri V G_ M i c c , `A W 7A■■■■■■■■ F IIIIIIIk 0 r l i ]06 rrD. u 02006 0 O 1-=100' F. .T47, �E SWM -3 I VO c c c 0 c aN r n ri V M i c c , Z`Lr� (N 0 aa� V M ) ' v I V o Z 9 W ° (V S ]06 rrD. u 02006 0 O 1-=100' F. .T47, �E SWM -3 I VO c c c 0 c aN r n V M , Z`Lr� (N 0 aa� V M ) ' v I V o Z 9 W ° (V O) WLiu N W , W � am Z � Q o a U) z ~ � � W H ` S J c H J 3:o V x a OZ oc f� die F o W U Y W oo U O a Oa O o Z E a z W z __j as w aaaa� O M --L (� W `i' Q Z -p w J�owX car 4S W J o O O Y CD 00tri m U0 E N v ]06 rrD. u 02006 0 O 1-=100' F. .T47, �E SWM -3 I VO UPPER BALLARD FIELD POND - STORMWATER MANAGEMENT ANALYSIS ULTIMATE CONTRIBUTING IMPERVIOUS AREAS TO EXISTING RETENTION BASIN II ON UPPER BALLARD FIELD EXIST. AREA 1010.9 ac EXIST. Cw 030 PROPOSED AREA EXIS7WO Cw 0.30 1MPERWQUS AREA: (156.0-0.30) - 46.8 ac IMPERWOUS AREA: (100.9-0.30)+(55.1'17.80) - 84-44 x SUMMARY.' REMOVAL REQUIRED: 58X REMOVAL PROWDED: RETEIV710H 8AS1N 11 - SOX (REMAINDER OF REMOVAL RATE ACMEV£D 1F774 CONTRIBUTION TO PRO -RATA SHARE) WA7ER OUAUTY VOLUME REQUIRED: (5,660 cy • 4) - 2Z 640 cy WATER QUAUrY VaUME PRO WED* POND AREA O 672.6 - 16.7786 SO FT POND AREA O 668 = 136,192 SO FT (((16,7786 + 136,192)/2)'4.6)/27 - 25,554 CY 25,554 CY > 22,640 CY T)po_. YOotw Network Summary PPOe 1.01 Nano.... lbtrehea Fla--. L\L*W P a)= 2007\02000 -Old Tal\02002\Cala\37M PPW MASTER DESIGN STORK SUMMARY DaFadt Network Oedpn Storm Fla ID AbanaN Can Not Return Event Two OF D ----------------------------- Dev 2 h0 Cavo 2 YY Dov 10 I -D -F Qrve 10 Yr DWOO I -o -F Curve 100 Yr MASTER NETWOW SUMMARY Mod"Ied Roebnd Method Notwrk (M/odo-Outfak 4Modw4*W1-:) (711 HN: TnnaDorc Burk -Mono: L -Leff: R -Rt Ut-I.N&Rt) Two- Mad Ratiald GraphPop. 104 Nana... Ex AREA TO POW Top: DMOO Event 100 )r Fl-.. L•\LOW Projects 2007\02000 -Old Trol\02W2\CPIs•\SIV PPW Stan-.. 100 M Tow DwAOO MOORED RATIONAL METHOD Grophloci S.1.rlary , Modru SaoOe --- 0 - CIA • Udts Cacwdaa Aim Conversion - 435W / (12 • 3600) • RETURN FAEOUDICY`. 100 )r I Almdb outlaw. 206.46 ah, • C Aajralrrherrt 1.000 • I Required cp -R DURATION - 0 frMa • P -k N9ow 20523 ah, • .HMC Flw DMOO 7 To- .7500 M 1 - 4.5000 NUM Ana - 131.120 Pace . 0 - 20&23 oh, Weighted C - .350 .. Adj otod C - .350 Required Storage • _____-- •O6Y an -R 1. PPP 0-206.46 eh, o (Nw.Q+tsw) O o NOT TO SCALE O I ----------------- 7044 _______ ________ 7564 hue T a I Rohm Fre¢ 10 yr e C od1foofr.1.000 1 .4 a - I Max Rakrn a- Sam oh, NYC W aP•0 y4 Max WSL POW storo pe Node D _-__-Type EiaN__ -o ft Trus -two look oh, R _ c r -R - - - EX AREA 70 POND AREA 2 &1637500 s 5126 1 .9. .. '• EX AREA TO Paw AREA 10 7.171 :7500 115,66 y d. EX AREA TO POND AREA 100 12.907 .7500 200.23 d •EX OUTFALL JCT 2 5.260 1.3100 20.11 t5 -EX OUTFALL JCT 10 7.625 1.2600 3735 U a y •. •Ex OUTFALL JCT 100 14.234 1.2400 71.17 E)GSTMO POND61 POND 2 6.165 .7500 8129 a DIS1610 POMM POND 10 6.6347500 11&86 osarr as ERSTNN O PONDPOND 100 1&180 :7500 200.23 0431IN6 PONDOUT POND 2 6.260 1.3100 Zan 673.86 5.076 EXISTING PONDOUT POND 10 7.626 1.2800 3235 474.23 4720 EXSIND PONDOUT POND 100 14.234 1.2400 71.17 67&1e 11.063 NEW AREA TO POND AREA 2 1.002 .2273 53.35 NEW AREA TO POFD AREA 10 1.3632373 66.03 NEW AREA TO POND AREA 100 2.272 .2373 110.05 Two- Mad Ratiald GraphPop. 104 Nana... Ex AREA TO POW Top: DMOO Event 100 )r Fl-.. L•\LOW Projects 2007\02000 -Old Trol\02W2\CPIs•\SIV PPW Stan-.. 100 M Tow DwAOO MOORED RATIONAL METHOD Grophloci S.1.rlary , Modru SaoOe --- 0 - CIA • Udts Cacwdaa Aim Conversion - 435W / (12 • 3600) • RETURN FAEOUDICY`. 100 )r I Almdb outlaw. 206.46 ah, • C Aajralrrherrt 1.000 • I Required cp -R DURATION - 0 frMa • P -k N9ow 20523 ah, • .HMC Flw DMOO 7 To- .7500 M 1 - 4.5000 NUM Ana - 131.120 Pace . 0 - 20&23 oh, Weighted C - .350 .. Adj otod C - .350 Required Storage • _____-- •O6Y an -R 1. PPP 0-206.46 eh, o (Nw.Q+tsw) O o NOT TO SCALE O I ----------------- 7044 _______ ________ 7564 hue T a �� i --1D"- 6-t NO•n-� ry 11- b r ger! b M wrr M M X•n � 6heAr l«Mf � oI(ari � ysyaly - 1 i 10 < > br. Py M •1I r r«M! aN e•q-M e .®•-- •r hMI y.p�lY- r w >er rr r er•.e ... •• eea a m«u. m cA 6150 c EXISTING MAT CROSS SECTION (NOT M SCALE) T Name... EX AREA tM�W TOR Dov 2 P�102 Everlt 2 X FIN._- L N" W ProAPb 20D7\02D00-Old Trac\02052\Cd-\SIV Stam.- 2 Yr Tow Day 2 MODFIED RATON& METHW -- QWMW S mwnay far Mowk mm Required -4 1 9 ---- Method I 0 - CIA • U,,ft Oonvw*6m Where Cahversl- -43690 / (12 •3900) • RETAN FREMO CM 2 )rI I etAlewaWs Outlaw. SLN 0% • 'C Agalnwnt 1.000 t18N RWred SEaepa .042 arR • STM DURA 0 - 7P kK SSt�Or�9• • --------- Peak' I. 6126 ck • NYC Fla Day 2 DI TO- .7500 Two I - 1.6000 hAW Ana - 131.120 wase, . 0 -6121 aft N .0htsd C - .350 .. Adjustod C - -350 . l4--------Rwp+� 0 sOrwR 000 0-62.56 eh, e (Now.*ASow) 0 o NOT TO SCALE o---�-- o I .7564 hr* T T)pe_ Med Ralyorhd Graph Pop. 106 Nana._ NEW AREA N POND Taw D- 2 Ewlt 2 yr FM... L•\LWW Proj W 2007\02000-01d Tra6\07002\Cda\SIM 'PPO Stam_. 2 w Tow Dov 2 MODFaD RATIONAL METHOD -- 0>p Snwnay Fr Morrows PWW*vd Staapo ---- Molhod I 0 - CIA • Us c-mdan: WhW* Camera- - 43560 / (12 • 3665) • RETIM FRIUMO Y. 2 yr I N.++1. Outlaw 50.x2 ah, • (.+ Aaju.bn.lt�0 SAT 1 A@wA*dTe 91re91, - oo-R • • 1011 - e ler 9141 • Peat N9ew $136 eh, • JM Fla Dev 2 I - 16360 In/hr Area - 15900 Paas 0 - 53.39 oh, WeIghtod C - .770 . - Adjusted C - .770 Required .097 ce ca-ft 0 0 0 0 -60.02 o1a e (Mow.autlaw) ,• o O 0 �.. HOT 70 SCALE o - I .2415 hre T screw A1aso Type - To Cola Pap. 201 Man 41... EX AREA M POW Taw POST FM_. L• \L WW PM*U 2DO7\0�2000-(Nd Trc1\02002\CWoo\8'Rl PPw ,K OF COMEMMI CAMUM Senn -t N: Ta User Deikrcd Spnaht /I Thm .7500 M TOW Ta .7500 Two I Rohm Fre¢ 10 yr e C od1foofr.1.000 1 .4 a - I •' .. a- Sam oh, • A. .) y4 -- .006 fi t I Td- .2500 M . 1 1 1 - 4.6000 InAw • sd x x o e 0 - 65.62 oh, a.e1.t. s X 0 1 .9. .. '• a d Irate• •a a. Type... To Oda Pops 20.3 e .. y d. • •, y sty ° .e Z J . d . ,• d y q.. e. y d y. vii t5 O ue •. U a y •. L ° • ° •arX u an - Z •- ma. WL c -I a • oma. rias w W. . ,•y'nwr osarr as EXISTING POMP )IEIR 0rTAjZ ` (NOT TO SCALE) .• aavvera �� i --1D"- 6-t NO•n-� ry 11- b r ger! b M wrr M M X•n � 6heAr l«Mf � oI(ari � ysyaly - 1 i 10 < > br. Py M •1I r r«M! aN e•q-M e .®•-- •r hMI y.p�lY- r w >er rr r er•.e ... •• eea a m«u. m cA 6150 c EXISTING MAT CROSS SECTION (NOT M SCALE) T Name... EX AREA tM�W TOR Dov 2 P�102 Everlt 2 X FIN._- L N" W ProAPb 20D7\02D00-Old Trac\02052\Cd-\SIV Stam.- 2 Yr Tow Day 2 MODFIED RATON& METHW -- QWMW S mwnay far Mowk mm Required -4 1 9 ---- Method I 0 - CIA • U,,ft Oonvw*6m Where Cahversl- -43690 / (12 •3900) • RETAN FREMO CM 2 )rI I etAlewaWs Outlaw. SLN 0% • 'C Agalnwnt 1.000 t18N RWred SEaepa .042 arR • STM DURA 0 - 7P kK SSt�Or�9• • --------- Peak' I. 6126 ck • NYC Fla Day 2 DI TO- .7500 Two I - 1.6000 hAW Ana - 131.120 wase, . 0 -6121 aft N .0htsd C - .350 .. Adjustod C - -350 . l4--------Rwp+� 0 sOrwR 000 0-62.56 eh, e (Now.*ASow) 0 o NOT TO SCALE o---�-- o I .7564 hr* T T)pe_ Med Ralyorhd Graph Pop. 106 Nana._ NEW AREA N POND Taw D- 2 Ewlt 2 yr FM... L•\LWW Proj W 2007\02000-01d Tra6\07002\Cda\SIM 'PPO Stam_. 2 w Tow Dov 2 MODFaD RATIONAL METHOD -- 0>p Snwnay Fr Morrows PWW*vd Staapo ---- Molhod I 0 - CIA • Us c-mdan: WhW* Camera- - 43560 / (12 • 3665) • RETIM FRIUMO Y. 2 yr I N.++1. Outlaw 50.x2 ah, • (.+ Aaju.bn.lt�0 SAT 1 A@wA*dTe 91re91, - oo-R • • 1011 - e ler 9141 • Peat N9ew $136 eh, • JM Fla Dev 2 I - 16360 In/hr Area - 15900 Paas 0 - 53.39 oh, WeIghtod C - .770 . - Adjusted C - .770 Required .097 ce ca-ft 0 0 0 0 -60.02 o1a e (Mow.autlaw) ,• o O 0 �.. HOT 70 SCALE o - I .2415 hre T screw A1aso Type - To Cola Pap. 201 Man 41... EX AREA M POW Taw POST FM_. L• \L WW PM*U 2DO7\0�2000-(Nd Trc1\02002\CWoo\8'Rl PPw ,K OF COMEMMI CAMUM Senn -t N: Ta User Deikrcd Spnaht /I Thm .7500 M TOW Ta .7500 Two I Rohm Fre¢ 10 yr fppro•. Duration for Max SUrope ______/ C od1foofr.1.000 1 To- .2273 hn I I - 4.7300 NUM I Ana - 18.900 oarw a- Sam oh, I WOW C - .770 .) 1 Adjreted C - .770 I -- .006 fi t I Td- .2500 M . 1 1 1 - 4.6000 InAw ,yI• XXX X XT XX XX%X X X XX 0-6&03 ah x x o e 0 - 65.62 oh, � s X 0 1 X o NOT TO SCALE a w 08 Type... To Oda Pops 20.3 Noma,.. NEW AREA TO Paw TeR POST Z Fla.-. L'\LarW Projects 2007\02000 -Old 7HM\020M\Cda\SIM .PPw o vii t5 O � U a TIME OF CONC NTRAlM cit cuuia Z c -I a rWrl ----------------------------------------------------- ` .• aavvera ' Segrnont /I: Ta User D IT __-5opnwnt /1 TYna .2273 M �W�// Ir TOW Ta .2273 hn TXW... Moa. lattonai Graph 3,03 Nm _ EX AREA TO POW Tow Dov 10 Ennt 10 y FM.--. L• JrW Ro}ob 2007\02000 -std Tran\02052\�P-\S7Y 3'Pw Stam... Yr Tow Dov 10 MODIFIED RATIONAL METHOD ---- QaplaaM Sammy for MetY�rXln a6i Rowksd Storopo ---- 0 - CLA • Unft C-vrol r- Whore Conowd0n - 435W / (12 • 3600) • REIUN FIF(IIFJICCt: 10 )r I Alawasts 0~. 114.70 a% • 'C Adp.tm-t i.000 R.gTeut.d 5�'oa� DURA - .wee oP-R • SIORII for Ya.9taopc • Peat InNow: 11&e1 oh, • JM Flw Dow 10 E 1 - 25000 IMAW Am - 131.120 ares 0 - 115.61 oh, waghtsa C - .350 .. Adjusted C - .350 :t ----- Re"Wed�R •0 00 0-114.70 ch, o (Alo..Out9ow) o o NOT TO SCALE .7554 hhe T TW*_. Moa.RotNrhd Pop. 107 Name.... NEW MEA POND Ta¢ Dov 10 Ev-t 10 yr FN_ L:\LmW Projuets 2007\02000-01d Trd\02002\Cab\STY .PPw Storm- 10 w Tow Dov 10 YODFM NATIONAL METHOD --- QMMod simaay for Mmeorwn Requtca Storage --- MNhed I 0 - CIA • Unft 0-msira whra Oan w ole - 43560 / (12 • 3500) • RETURN FIEaUolcn 10 )r I • Outlaw 6582 ah, • 'C Adja4R-t 1.000 I Required Storage .006 aa -R • -------------------------------------------------------- • Peat N1ow 6503 ah, • .NYC Fla Dov 10 C Td - .2600 Urs I Rohm Fre¢ 10 yr fppro•. Duration for Max SUrope ______/ C od1foofr.1.000 1 To- .2273 hn I I - 4.7300 NUM I Ana - 18.900 oarw a- Sam oh, I WOW C - .770 .) 1 Adjreted C - .770 I -- .006 fi t I Td- .2500 M . 1 1 1 - 4.6000 InAw ,yI• XXX X XT XX XX%X X X XX 0-6&03 ah x x e 0 - 65.62 oh, X o jt (Now.Outlow) X 0 1 X o NOT TO SCALE 1 x % O 1 .2607 hra T General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. T... Mo& Ratiorid Graph Nana._ NEW AREA TO POND TOR 0,400P Evsnal �100 yr Fora._ LV -W Proleate 2007\02000-01d Tral\02002\Ca-\sill .PPw Stam.-. 100 Yr Tow D AOO MOOFIED RATIONAL METHOD 0,30hipd Amnry for Mcr* n R10A Stamp �i iod 0 - CIA • UNts 0mvad-: wlaa C -malas - 435W / (12 • 3500) • RETURN FREQUENCr.. 100 )r I AlawahN Outlaw. 107.94 ah, • 'C Ad)w mart 1.000 1 Re4Ared Stowela145 ac -ft - ----------------------------------- • Pock a Now 110.09 oft ---------------- • IM Fla DWAOD C Td - .2900 two I Return Frew 100 yr Appr-• Duration for Mme Staape ------/ C odlAeota: 1.000 I Tc- .2273 hn 1 - 7.7720 NUM I Mss - 1&900 eaw 0 - 114.05 aft I 1lelglt.d C - .770 1 Aaya d C - .770 Required Staaps I -- -M ao-R I Td- .2600 hre I I 1 1 - 7.6000 in Aw X X X X x X 4X X X% X X% X x X X O- 110.06 of, X i X 0 0-107.94 eh, X o h (New.0ut9w) . X 0 1 X o NOT TO SCALE 1 X o I r .2544 hn T V � rn M ZIS N V n � /� M Z N WN N LU W ; V/ ZMEMO � a O w J J O Z x Q a W x cf) U H U W O ZrA 00 Z J 11. O P-4 0 J W w Ow J o O U , 00 V l� L ilx 305 NO. U Q902006 0 ^« ° SCALE N/A 0 v SHW NO. SWM -4 0 LEGEND GENERAL NOTES ALBEMARLE COUNTY NOTES DESCRIPTION OF EROSION & SEDIMENT . OWNER\DEVELOPER. MARCH MOUNTAIN PROPERTIES L L.C. GERMINATE AND GROW. SEEDBED PREPARATION IS ESSENTIAL. CONTROL MEASURES: TION BEIGHTS DEVELOPMENT CORPORAclo FOR EROSION CONTROL EIIMOSION AHtl aP+�FNr 0011 AGIIPEC EXISTING CULVERT MR. GAYLCN BEIGHTS ES -1: UNLESS OTHERWSE INDICATED, ALL VEGETA 77VE AND STRUCTURAL IT sAN7/CpATED TO USE ONSIRUC770N EN7RANCM EVERSION DIKES EXLS7WG O CULVERT 800 E. JEFFERSON STREET o EROSION AND SEDIMENT CONTROL PRACTICES WLL BE CONSTRUCTED SEDIMENT BASINS AND SILT FENCES HILL BE INSTALLED TO CONTROL SURFACE DRAINAGE CHARLOTTESVILLE, VIRGINIA 22902 DROP INLET & STRUCTURE N0. TELEPHONE (434) 245-0100 Q AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA ER09ON AND SEDIMENT CONTRO 7EMMORARY SEEDING WL BE USED "AMATLY FOLLOWING ALL LAND DISTURBANCE ACTIVITIES TEMPORARY S700KPKE AREAS WILL BE MAWTAMED FROM TOPSOIL THAT WILL (434) 245-0300 LOOSENED BY DISCINS RAKING, HARROWING OR OTHER VR 625-02-00 EROSION AND HANDBOOK AND VIRGINIA REGULATIONSG BE STRAPPED FROM AREAS 70 BE GRADED AND STORED FOR LATER SPREADING, CURB ENGINEER' COLLINS ENGINEERING SEDIMENT CONTROL REGULATIONS SEDIMENT STOCKPILE LOCATIONS WALL BE ON 97E AND SHALL BE STASUAD WIN A TEMPORARY CURB GUTTER 2. STREET ES -2.• THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK � I!ATFW CO. . P6wuA.o T s�zwc WLL OF OF PgWnRA" FALL AREAS Wa 800 JEFFERSON PROPOSED PAVEA/ENT CHARLOTTESVILLE, VIRGINIA 22902 CLAYEY SOLS AND DOES NOT AID PLANT GROWTH AS PRIOR TO THE PRE-MENTCONSTRUCTION CONFERENCE, ONE ID DI PRIOR TO THE COMMENCEMENT LAND DISTURBING ACTIVITY, AND ONE WEEK IIEL NO LONGER BE ENCS VAI® AND MHEHE LYNS717t/C170N ACTIVITIES HAW LEASED. FELE (434) 293-3719 PRIOR TO THE FINAL INSPECTOJ. IN PfR1/AE7NT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS POOH WILL EC -3A DITCH £-MAIL ScottOCollins-Eng;neering.COM ES -3 ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED BE LEFT DORMANT FOR A YEAR OR MORE SR 71ON OF SEED MIXTURE WILL DEPEND ON CONTACT.MR. SCOTT COLLINS SHALL BE PLANTED NO MORE THAN 1} INCHES DEEP. SMALL PRIOR TO OR AS THE FIRST STEP IN CLEARING. THE 71ME' OF YEAR APPLIED . DEPTH OF EC -JA DITCH TAX MAP NO.: 055£0 -01 -DO -000A1 ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN Tpy OWRY SEEDING WLL BE PERFORMED FOR ALL DENUDED AREAS WICH WLL BE LEFT 6' 3. MARCH MOUNTAIN PROPER77ES LLC SHALL BE MAINTAINED ON THE S17E AT ALL TIMES. DORMANT FOR MORE THAN SEWN DAYS THESE AREAS SHALL BE SEEDED WIN FAST EC -2 DITCH 800 E S7REET ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS 07HER GERMINATING VEGErATKN ENIMATELY FOLLOWING GRADING OF THOSE AREAS SELECTION JEFFERSON CHARLOTTESVILLE, WRC4MA 22902 THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED T0, OF SEED A#XNRE MNL DEPOW ON THE TIME O YEAR APPLIED DEPTH OFEC-2 DITCH MDI 1 -,ANI 11 111bt % OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL CONSTRICTION ENTRANCE 6• 4, ZONING : NMD NEIGHBORHOOD MODEL DISTRICT MULCH SHOULD BE USED DURING THESE PEMOOS SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR RENEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. A STABU2W PAVED OWSTRUC77ON ENTRANCE WIN A WASH RACK LOCATED AT POINTS EARTH DITCH IN ACCORDANCE WITH TABLE 7 /N THE CODE OF DEVELOPMENT, ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY OF VEHICULAR WGRESS AND EGRESS ON A CONSTRUCTION SITE. TO REDUCE THE DRIVEWAY CULVERT BLOCK J HAS NO MINIMUM SETBACKS. I0'¢' V.law ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT AMOUNT OF MUO TRANSPORTED ONTO PAVED PUNJC ROADS BY MOTOR VO4KZES OR EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN RUNOFF. BENCH MARK 5. USE. MEDIUM -DENSITY MIXED-USE DEVELOPMENT APPROVING CONSTRUCTION ENnWI ES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE ES- 7: ALL DISTURBED AARIAS ARE TO DRAIN TO APPROVED SEDIMENT THE AMOUNT SEDIMENT TRANSPORTED dN70 PUBIC ROADWAYS CLEARING LIMITS 6. NUMBER OF L075: 1 PROPOSED FOR PHASE A CONTROL MEASURES AT ALL TMES DURING LAND DISTURBING SILT FFNILL 7, UTILITIES SEWER.• COUNTY SEWER - AVAILABLE ON THE S17F ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION A 7EIAPOIPARY SEDIMENT BARKER CONSISTING OFA SYNTHETIC FX TER FABRIC Si1RETOHED MOT STANDARD 5701° SIGN WAFER: COUNTY WATER - AVAILABLE ON THE SITE ES -8: IS ACHIEVED. DURING DEWATERING OPERATIONS. WATER WLL BE PUMPED INTO AN ACROSS AND ATTACHED TO SNI PORTING POSTS AND ENIRENC/ED. 70 INTERCEPT AND PIP EXISTING CONTOUR SUBDIVISION STREETS: CURB & GUTTER (PUBLIC ROADS) APPROVED WATER FILTERING DEVICE DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED ALAS DURING CONSTRUCTION 8 ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES C'ERAVONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE. TO DECREASE 9 . DRAINAGE 0157RlCT.• LICKINGHOLE DRAINAGE BASIN PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. THE VELOCITY O SHEET FLOWS AND LOW -TO -MODERATE LEVEL CHANNEL FLOWS THE i PROPOSED CONTOUR 10. WATERSHED: S RIVANNA RESERVOIR - WATER SUPPLY PR07ECTION AREA ANY NECESSARY REPAIRS OR CLEANUP TO MAWFAW THE SILT FENCE BARRIERS .SHALL BE INSTALLED DOWN SLOPE OF AREAS WTH MINIMAL zND.sS PROPOSED SPOT ELEVA7TON if. TORO &SURVEY.' PROVIDED BY ,INNINGS-S7EPHENSON, PC. IN DECEMBER EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY GRADES 70 FY TER SEDIMENT LADEN RUNOFF FROM BEET FLOW AS INDICATED. THEY IBC DENOTES �� OF 2006, SHALL INSPECTED EHEOIA771Y £AGI RAINFALL AND MAIN IN TIB DENOTES 70P OF BOX FiROVSION CONTROL NOTES DA EROSION HANDBOOK ACCORDANCE WTIi THE NRGNYA E7R057ON & SEAMENT CONTROL NANOBOCf (1ESCH), 12. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND JPOWANEMT UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARING 1 THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE THE ESTABLISHMENT OF PERENNIAL VEGEM77V£ COVER ON DISTURBED AREAS BY WORK. CONTACT ENGINEER IMMEDIATELY IF LOCA ION OR ELEVA ION IS PRE-CONS7RUC7TON CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF PLANTING SEED. TO REDUCE EROSION AND DEGREASE SEDIMENT YIELD FROM DISTURBED DIFFERENT FROM THAT SHOWN ON PLANS IF THERE APPEARS TO BE A LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ,AREAS TO PONAND47LY STABLQE DISTURBED AREAS W A MANNER THAT IS CONFLICT OR UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON THE PLANS 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WLL BE CONSTRUCTED AND £CCNOVHCAL ADAPTABLE TO SITE CONDITIONS. AND ALLOWS SELECTION OF THE MOST MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE APPROPRM E PLANT MATERIALS TO IMPROVE WILDLIFE HABITAT. 70 ENHANCE NATURAL • COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTORS WRGNIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULA IONS W 625-02-00 EROSION AND SEDIMENT CONTROL REGULA IONS BEAUTY UPON COMPLETION OF CDN57RUCTION ACTIVITIES ALL AREAS MNJ. REOEIIf A OR WORK, SAFETY PRECAUTIONS SCHEDULES, COMPLIANCE WITH LAWS AND 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO PERMANENT VEGETA77W COVER REGULATIONS WE SHALL NOT ASSUME ROR COMPLIAN FOR ANY OR AS THE FIRST STEP IN CLEARING, TEIFORARY SEEDING: EROSION CONTROL * ww" owsOI & SW49NT CCWMM HAVOVOOK SPEGF7CAIKN MAIBER CONSTRUCTION STARTED PRIOR TO PUN APPROVAL. 4. A COPY OF THE APPROVED ER09ON AND SEDIMENT CONTROL PLAN SHALL BE THE ESTABLAgHAENT OF A TEMPORARY WOETA77W COVER ON DISTURBED AREAS BY .VV MAINTAINED ON THE SITE AT ALL TIMES. SEEDING WTH APPROPRIATE RAPIDLY GROWNG ANNUAL PLANTS TO REDUCE EROSION S® EDIMENT ® STRAW BAIL BARB/ER 3.04 EROSION &S 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INLUDING BUT NOT LIMITED T0, OFF-SITE BORROW AND S�INTA DON BY STABIL/ZING DISTURBED AREAS THAT MILL NOT BE BROUGHT TO FINAL ORALE FOR A PERIOD O MORE THAN 30 DAYS 70 REDUCE DAMAGE FROM CONTROL MEASURES: OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY SIEDWO07' AND RUNOFF TO DONNSTREAM OR OFF -97E AREA$ AND 70 PROVIDE pp pV TEMPORARY DIVERSION DIKE 3.09 ER090M CONTROL PLAN TO THE OWNER FOR RENEW AND APPROVAL BY THE PROTECTION TO BARE SNAILS EXPOSED DURING CONSTRUCTION UNIX PERMANENT STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN WTH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 6. PLAN APPROVING AUTHORITY. THE CONTRACTOR /S RESPONSIBLE FOR INSTALLA TON OF ANY ADDITIONAL VEGETAIKN OR OTHEROPO-90V CONTROL MEASURES CAN BE ESTABLISHED TEMPORARY SEDIMENT TRAP 31J ACCORDANCE STRUCTURAL PRACTICES USED IN THIS SECTION CONSIST OF THE FOLLOWNG: EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND O/3r12maRO-' SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. REO/ONI SURFACE AND ANP MOVEMENT OF DUST DURING LAND MSnAWv4 DEMOLITION1. O® SEDIMENT BASIN 314 CONSTRUCTION ENTRANCE, ALBEMARLE COUNTY DETAIL - ENTRANCE TO B£ 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AND ONSMUCTION ACTNTIES LOCATED TO PREVENT TRACKING OF MUD ONTO EXISTING PUBLIC STREETS. MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING S/7E TD PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOA. SURFACES AND IP --®-- INLET PROTECTION ,7,07 2. SILT FENCE; STANDARD AND SPECIFIC.A77ONS J05 - SILT FENCE TO BE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES NNICH MAY PRESENT HEALTH PLACED WHERE SHOWN ON THE PLANS OR AS FIELD CONDITIONS WARRANT. 8. DURING DEWATERING OPERATIONS WATER WLL BE PUMPED INTO AN APPROVED HAZARD$ TRAFFIC SAFETY PROSLEMS OR HARM ANIMAL OR PLANT LIFE O �:-1N-.W SILT FENCE 3.05 FENCE ALONG STREAMS & CREEKS OR SILT FENCE ENCOMPASSING STOCK PILES 9. RL TERING DEVICE. THE CONTRACTOR SHALL INSPECT ALL ER0901V CONTROL MEASURES OUST CONTROL A/EASURES SHALL BE EMPLOYED TO PREVENT SAVAGE AND AIR SHALL HAW WRE BACKING TEMPORARY DIVERSION DIKE STANDARD AND SPECIFICATION J-09 - PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT ANY MOVEMENT OF DUST DURING CIONSTRUCTICN. MEASURES EMPLOYED SHALL BE IN J OCONSTRUCTION ENTRANCE 30?TEMPORARY DIVERSION DITCHES TO BE CONSTRUCTED WHERE SHOWN ON PLANS FTI4. NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ACCORDANCE WIN THE VESCH. 7EMAPORARr OVER.saN DIKE INLET PROTECTION STANDARD AND SPECIFICATIONS J-07 - INLET PROTECTION 70 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW A RIDGE OF COMPACTED SOI. CONSTRUCTED AT THE TOP OR BASE OF A SLOPING BE PLACED WHERE SHOWN ON THE PLANS OR AS FIELD CONDITIONS WARRANT. O ' CHECK DAM 120 CULVERT PROTECTION STANDARD AND TONS 3.08 - CULVERT AREA. SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH AREA WNYCN DIVE RUNOFF AWAY FROM ECTED SLOPES AND ON 'THA INLET PROTECTION 70 B£ PLACED WIfR£ SHOWN ON THE PLANS OR AS FIELD I C770M 11. ALL WASTE MATERIALS FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS WOOD, RUNOFF 7LEr, It) OVERT RIUINOFF 7C7 A SEOIMEHT AND A STABUZED OUTLET, TO A CONDNTIONS WARRANT. RUBBISH, AND OTHER DEBRIS VE IS 18TMONTH.-LADEN W F TRAPPING 57RUCIIAPE MAXMNA/ EFFECTIVE LIVE IS iB MONTHS O mommom TEMPORARY FILL DIVERSION 310 6. TEMPORARY SEDIMENT TRAP, STANDARD AND SPEOFICATION J13 - 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WTHIN 7 DAYS OF ROLL GMECIK DAMS` TEMPORARY SEDIMENT TRAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS. COMPLETION PER ZONING ORDINANCE SECTION 51.28. SMALL TEMIPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE 7. OUTLET PR07EC77ON STANDARD AND SPECFICATON JIB - OUTLET 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE W7H SECTION INE VELOCITY OF CONCENTRATED FLOWS REDUCING EROSION O THE SWALE OR DITCH OV--�-�-- DIVERSION 3.12 PROTECTION 70 BE PLACED AS SHOWN ON THE PLANS PUBLIC ROADS. 13-301 OF THE CODE OF ALBEMARLE. UWYED TO USE IN SMALL OPEN CHANNELS WNC/ DRAW 10 ACRES OR LESS SHOULD 8. ROCK CHECK DAMS STANDARD AND SPECIFICATION J-20 - ROCK CHECK 14. BORROW, FILL OR WASTE ACTIVITY INVOL PING INDUSTRIAL -TYPE POWER NOT USED IN LIVE STREAMSFT O PS PERMANENT SEEDING JJ2 DAMS ARE TO BE PLACED IN OUTFALL DITCHES AS SHOWN ON THE PLANS. BASINS STANDARD AND SPECIFlCA77ON 3.14 - EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 9:00 PM. OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER SR>aL AIN PROTECTION, TEMPORARY SEDIMENT 15. BORROW, FILL TRAPPING DROP SEDIMENT BASINS SHALL BE CONSTRUCTED AS SHOWN ON THE EROSION CONTROL THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO THE INSTALLATION OF VARIOUS KINDS OF SEDW64T MEASURES AROUND PHASING PLANS ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND INLETS OR CURB W[fT STRUCTURES PRIOR TO PERMANENT STASUZATM OF THE TOPSOVUNG J JO \J PLACED AS THE FIRST PHASE OF ANY LAND DISTURBWG ACTIVITIES. THEY DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE DISTURBED AREA. UNITED TO DRAINAGE AREAS NOT EXCEEDING ONE ACRE AND NOT SHALL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR WENDED 70 CONTROL LARGE CONCENTRATED STORMWATER FLOWS II CP ,Ab, CULVERT INLET PROTECTION 108 THEY SHALL BE CLEANED, REPAIRED OR REPLACED AS NECESSARY THROUGHOUT REQUIRE CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITES NHER£ ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN TE101V7RARY SEDWM/NT TRAP Ki7r/] THE CON57RUCION PHASE OF THIS PROJECT. THE FOLLOWNG I7EMS APPLICABLE A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EVERAMMENT WTH A PARTICULAR CHECKING REGARDLESS OF THE SALE OF ANY LOT UNIT, BUILDING OR 07HER PORTON OF STOW OUTLET ACROSS A DRAWAGE SWALE, TO DETAIN SEAMEJNT-LADEN RUNOFF FROM O �--(DCF--► DUST CONTROL JJ9 1. SILT FENCE SHALL BE CHECKED REGULARLY FOR UNDERMINING OR FABRIC. SEDIMENT SHALL BE REMOVED WHEN 17 THE PROPERTY. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SMALL � A�'� ENOUGH ALLOW"I MOST TO THE SUSPENDED 9gLg5 `l DETERIORATION OF ME THE LEVEL OF THE SEDIMENT DEPO9TON REACHES HALFWAY TO THE SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FE 171 ro SETTLE OUT. MAJOWAY EFFEcnVE LIFE Is TB MaVTHS 70 SE SEDYIEIIT eA9w: TOP OF THE BARRIERS. FEBRUARY TO CONSIST A 1N A41X OF ANNUAL RYGRASS AND CEREAL WINTER RYE, 7ENNPOPARv ®O TEMPORARY SLOPE DRAIN 3.15 2. ROCK CHECK DAMS WLL BE CHECKED REGULARLY FOR SEDIMENT OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE OR MAY THROUGH A TEMPORARY BARRIER OR DAM WIN CONTROLLED STOIHWAYER RELEASE STRUCTURES BUILDUP. WHEN SEDIMENT HAS REACHED HALFWAY UP THE UPSTREAM AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS 70 BE APPLIED AT RICH IS FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SON. ACROSS A SIDE, IT SHALL BE CLEANED OUT. 8OBS/10OSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY ARAWAGENAY. IT IS USED 70 DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE ARS45 O SAFETY FENCE 301 J. TEMPORARY SEDIMENT TRAPS WLL BE CHECKED REGULARLY FOR EROSION CONTROL INSPECTOR. 3 ACRES OR GREA M? FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOURS to SEDIMENT BUILDUP. WHEN THE SEDIMENT HAS ACCUMULATED TO ONE 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, SETTLE OUT. IT CAN BE CONSTRUCTED ONLY WHERE THERE IS SUFFICIENT SPACE AND HALF THE DESIGN VOLUME OF THE NET STORAGE IT SHALL BE REMOVED AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT APPRO IRM TE TOPOCR,AFWY MAMMON EFFEC77VE LIFE IS 18 MONTHS UNLESS! DESIGNED TEMPORARY RIGHT-OF-WAY 1I1 AND THE TRAP RESTORED TO ITS ORIGINAL VOLUME ® 9OLIN L. FERTILIZER BSII000SF; INCORPORATED TO THE TOP 4-6 INCHES OF SO ,S A PERMANENT POND BY A QUALIFIED PROFESSIONAL. DIY SAN SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT OUST PROTECMN: CTraMWA3ER RM-�F LSI ATTd11S MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACR£ AND CONSIST OF 7W INSTALLATION OF RPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW CONSTRUCTION OF THIS PROJECT WCL HAW AN EFFECT IN PEAK 95X KENTUCKY 31 OR TALL FESCUE AND 0-5X PERENNIAL RYGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 801.115/100SF. STORM DRAW OUTLETS TO REDUCE EROSION AND LANDER-GUrTNG FROM SCOURING AT RUN-OFF RATES DUE TO AN INCREASE IN OUAN77TY AND VELOCITY OF 774E RUN-OFF. THE IMPERIOUS AREA IS BEING INCREASED DUE TO ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL OU71£75 AND ITT REDUCE FLOW VELOCITIES BEFORE STORMWA PER ENTERS RECEIVING THE CON57RUC770N OF THE ROADS, POOL, AND PARKING LOT. HOWEVER, INSPECTOR. CHANNELS BELOW TESE QUIETS MUCH OF 714E RUN-OFF IS BEING DIVERTED TO AN EXISTING POND, 19. MAINTENANCE.' ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH "JUE /SUJET PROTECTION: W41CH WLL ASSIST IN DECREASING THE RUN-OFF VELOCITY FROM THE RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES /S TO BE A SEDIMENT FY TER LOCATED AT THE WLET TO STORM SODER CUL VENTS WICH PREVENTS PROJECT SITE THIS MEASURE WLL PR07ECT UCKWCHOLE CREEK BY REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WEEN 5OX OF THE SEDHENT FROM ENTERING ACCUMULATING N AND BEING TRANSFORM BY THE CULVERT. CONTAINING THE FIRST FLUSH. THE POND WLL FILTER AND DRAIN THE WET STORAGE VOLUME IS FILLED WTH SEDIMENT. ALL SEEDED AREAS ARE TO BE IT ALSO PROVIDES EROSION CONTROL AT CULVERTS DURING THE PHASE OF A PROECT RUN -RESEEDED HELP R Y THIS STTREAMS A REDUCED TOF WHEN NECESSARY TO ACHIEVE A GOOD STAND OF CRASS SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT WERE ELEVATIONS AND DRAINAGE PAnERNS ARE OHANCw(• CAUSING OPIGN,v. CONTROL FLOODING AND/OR DEGRADA77ONAT ALL 774E CONTRIOUEVENT T OA THE BE CLEANED AND REPAIRED IMMEDIATELY. IAEFtSIRES TO BE XAEFFECTME. PERMANENT STABIUZAnON PRO -RATA SHARE PROGRAM WILL ALSO BE MADE TO COMPENSATE FOR THE 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE SAFETY FENCE PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS RUN-OFF TO THE REGIONAL POND. REMOVED WININ 30 DAYS OF FINAL 9 T STABILIZATION, WHEN MEASURES ARE A PROTECTIVE BARRIER INSTALLED 70 RROH/BT ODESRABLE USE OF AN EROSION PER THE PERMANENT STABIL/ZA ION OF THIS EROSION & SEDIMENT NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL CONTROL MEASURE - INSPECTOR. CONTROL NARRAIVE AFTER CONSTRUCTION /S COMPLETED, ALL DISTURBED AREAS OF THE SITE WILL BE LIMED, FERIUZED, AND SEEDED AS PER CURRENT VDOT STANDARDS THIS SHALL CONSIST OF THE FOLLOWING,• TOPSOIL - 2' DEP774, LIME - 2 TONS/ACRE, FERIUZER - 600 LBS./ACRE OF 15-30-15 SEED - ERNST 5311 CONSERVA ION SEED MIX - ERNMX-114 (45 LBS/ACRE PENNLAI M CREEPING RED FESCUE, 375 LBS/ACRE ARGILE KENTUCKY BLUEGRASS 375 LBS/ACRE PARK KENTUCKY BLUEGRASS, 15 LBS/ACRE ANNUAL RYE-GRASS & 15 LBS/ACRE PLEASURE PERENNIAL AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WNL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC AT7EN71ON WILL BE GIVEN TO THE FOLLOWING I7EMS A. SEDIMENT BASINS ANO/OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER LMA/NAGE.. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SILT FENCE BARRIERS WLL BE CHECKED REGULARLY FOR UNDERMINING OR DE7ERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF WAY TO 774E TDP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. SOIL DEISCR_TPTION 25B -DYKE- SILT LOAM- 2X TO 7X SLOPES. THIS SOL IS DEEP, GENTLY SLOPING, WELL DRAINED SOL ON BROAD, CONVEX FOOT SLOPES AND COLLUVIAL FANS SLOPES ARE SMOOTH AND ABOUT 300 TO 1000 FEET LONG AREAS OF 77415 SOL ARE LONG AND WOE. THEY RANGE FROM 5 TO ABOUT 30 ACRES THE SURFACE LAYER OF THIS SOIL IS DARK REDDISH BROWN SLT LOAM ABOUT 8 INCHES THICK. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE. SURFACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE THIS SOL HAS GOOD TIL TH. 36C-HAYESNLLE-LOAM- 7X TO 0% SLOPES THIS SOL IS DEEP, WELL DRAINED, AND STRONGLY SLOPING. IT 15 ON NARROW CONVEX RIDGETOPS AND SIDE SLOPES SLOPES ARE SMOOTH AND ABOUT 200 TO 600 FEET LONG AREAS OF THIS SOL ARE LONG AND WNDING THEY RANGE FROM 5 TO ABOUT 50 ACRES THE SURFACE LAYER OF THE SOL IS BROWN AND STRONG BROWN ABOUT 7 INCHES THICK PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. THE SOIL HAS GOOD TLTH. 3703-HAYESNLLE-CLAY LOAM -15X TO 25X SLOPES SEVERELY ERCOED- THIS SOL IS DEEP, WELL DRAINED, AND MODERATELY STEEP. IT IS ON SIDE SLOPES THAT BORDER SMALL DRAWAGEWAYS. SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG AREAS OF THIS SOIL ARE LONG AND WNDING THEY RANCE FROM J TO ABOUT 20 ACRES. 2603 -DYKE-CLAY LOAM -7X TO 15X SLOPES SEVERELY ERODEDD, THIS DEEP STRONGLY SLOPING, WELL DRAINED SOIL IS ON CONVEX SIDE SLOPES OF COLLUVIAL FANS SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG AREAS OF THIS SOL ARE LONG AND NARROW. THEY RANGE FROM 5 TO ABOUT 30 ACRES. 2683 -DYKE- LOAM -7X TO 15X SLOPES SEVERELY ERODED. THIS DEEP SLOPING WELL DRAINED SOL IS ON CONVEX SDE SLOPES OF COLLUVIAL FANS. SLOPES ARE SMOOTH AND ABOUT 100 TO 300 FEET LONG. AREAS OF THIS SOL ARE LONG AND NARROW.. THEY RANGE FROM 2 TO ABOUT 20 ACRES. ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE &££DED WITH FAST GERMINA TNG TEMPORARY VEGETA ION IMMEDIATELY FOLLOWING GRADING SELECTION OF 7HE SEED MNX7URE WILL DEPEND ON THE TIME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. PLANTS SHOULD BE SELECTED APPROPRIATE TO THE SEASON AND S17E COND1IONS FROM TABLES 3.318 AND 3.31C. N07E 774AT TABLE 3.31B PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF 97E CONDITIONS' TABLE 3.31C PRESENTS MORE IN-DEPTH INFORMATION ON THE PLANT MATERIALS. TAns 33M,A Lain ROQDIt plasm IDR T11111PORARY OM RWoumnVwWsd ApplicWtbn pB TAM loA�OI1BIOl1SmIRHON beNM 41 3 mm pm Nae 4.2 IP S3 2 mtr per Mx 52 a 6 1 on per Hae THE PURPOSE OF THE LAND 00STURONG AC77WTY /S TO CREATE POOL SITE PARKING LOT, AND ROADS CONNECTING THE POOL TO £)a57WG ROADS WIHIN 174E DEVELOPMENT THE TOTAL AREA TO BE DfSWSFD WIN THIS PHASE OF THE DEVELOPMENT IS 21.5 ACRES EXISTING SITE CQV&77ONS, AT PRESENT, THE MAJORITY OF THIS SITE IS AN OPEN GRASS FIELD WTH NO VEGETATION. THE SITE SLOPES OFF TO THE NORTH TOWARD LICKINGHOLE GREEK. THE EXISTING 97F IS EAST OF OLD TRAIL DRIVE; AND MOST OF THE DRAINAGE FROM THE SITE DRAWS TO UCKWGHOLE GREEK. THE PROJECT SITE IS NOT WT IN THE FLOODPLAIN, BUT IS ADJACENT TO THE FLOODPLAIN AND STREAM BUFFER. ADJACENT AREAS THIS SITE IS BORDERED BY FUTURE OLD TRAIL DEVELOPMENT TO THE SOUTH. OLD TRAIL DRIVE TO THE NEST, FUTURE OLD TRAIL DEVELOPMENT TO THE EAST, AND LK70NOYOLE GREEK TO THE NORTH (FUTURE LOCATION OF OLD TRAIL PARK). THE UNDEVELOPED RESIDENTIAL TRACTS ARE UPSTREAM OF THIS PROPERTY. EROSION CONTROL MEASURES SUCH AS SEDIMENT TRAPS SILT FENCES AND DIVERSION DIKES SHALL BE UTILIZED TO CONTAIN THE LAND DISTURBANCE ACTIVITY AND PROTECT LICKINGHOLE CREEK. OFFSITE LAND DISTURBANQL NO OFFSITE LAND DISTURBANCE IS PROPOSED. ALL LAND DISTURBANCE 1S TO OCCUR WTHIN THE UM17S or DISTURBANCE AS SHOW CN71041 ARFAC• THIS SITE IS ADJACENT AND UPSTREAM OF THE FLOCGPLAW ASSOCIATED WTH LICKINGHOLE CREEK AND WETLANDS LOCATED NEAR LICKINGHOLE CREEK SPECIAL ATIEN77ON SHALL BE GIVEN TO THESE AREAS DURING THE FILLING AND GRADING OPERATIONS TO ENSURE RUN-OFF FROM THE CONSTRUCTION ACTIVITIES DOES NOT IMPACT THE FLOODPLAIN, WETLANDS OR DOWNHILL STREAMS SEQUENCE AE MYS7RUC77ON 1. NOTIFY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT 70 SCHEDULE A PRE-CONSTRUCRON MELTING AS REOOARED. 2 FLAG THE LIMITS OF DISTURBANCE THE FLOODPLAIN, STREAM BUFFERS AND WETLANDS UM17S ALL WETLANDS ARE TO REMAIN. THERE SHALL BE NO IMPACTS TO THE WETLANDS AND FLOOOPLAIN, 3. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONS7RUCTIDN PROCESS W7HOUT THE APPROVAL FROM THE INSPECTOR ON 'THE PROJECT. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR 70 OR AS 774E FIRST STEP IN CLEARING 4. INSTALL THE PAVED CONSTRUCTION ENTRANCE AND WASH RACK LOCATED OFF THE SECOND TRAFFIC CIRCLE AS SHOWN ON THE PIANS CONSTRUCTION ENTRANCES WHERE CONSTRUCTION VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (V£FKCULAR) TRACKING ONTO THE PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. IMS PROVISION SHALL APPLY 70 INDIVIDUAL SUBDIVISION LOTS AS WELL AS 70 LARGER LAND DISTURBING ACT1,171M THIS CONSTRUCTION ENTRANCE SHALL REMAIN OPERA77ONAL AT ALL TIMES DURING THE CONSTRUCTION AC77V1TY. BARRICADES ARE TO BE INSTALLED ACROSS THE INTERSECTIONS OF THE PROPOSED ROADS WTH OLD TRAIL DRIVE. S EXTEND THE EMSTNG 42" PIPE AS SHOWN ON THE SITE PLAN PIPE EXTENSION MUST BE COMPLETED PRIOR TO ANY OTHER LAND DISTURBING ACTIVITY. INSTALL THE ANNUAL CONSTRUCTION MEASURES AS SHOWN ON THE PHASE I EROSION CONTROL PLAN THIS INCLUDES SEDIMENT BASINS 1 AND 2 AND THE SEDIMENT TRAP SOUTH OF THE CNSIRUC77ON ENTRANCE. ALSO, INSTALL TEMPORARY DIVERSION DIKES AND SILT FENCES AS SHOWN ON THE PHASE I PLAN. THE SEDIMENT BASINS AND SEDIMENT TRAP SHALL BE UTILIZED THROUGHOUT PHASE I & If THROUGH THE DURATION OF THE GRADING OF THE PROPERTY. DIVERSION DIKES AND STORM SEWER BOTH PERMANENT & TEMPORARY SHALL BE USED TO DIVERT RUN-OFF INTO THE TRAPS ENSURE POSITIVE DRAINAGE ALONG THE DIVERSION DIKES IN THE DIRECTION AS SHOWN ON THE EROSION CONTROL PLAN. SEDIMENT BASIN /1 WILL BE MODIFIED W PHASE 11 WTH THE GRADING OF MARLEBECK DRIVE SILT FENCE WILL HELP FILTER ANY SEDIMENT LADEN RUN-OFF THAT DOES NOT MAKE IT INTO A TRAP OR BASIN ADDITIONALLY, 9LT FENCE WILL BE USED AS SHOWN ALONG OD TRAIL DRIVE TO PROHIBIT RUN-OFF FROM REACHING THE ADJACENT PROPERTY OWNERS WNOUT BONG TREATED. SEDIMENT BASINS AND TRAPS PERIMETER OIKES, SEDIMENT BARRIERS AND OTTER MEASURES INTENDED TO 7RAP SEDIMENT BULL BE CONSTRUCTED AS A FIRST STEP WIN ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 6. IN AD0177ON TO ENSURING THAT THE PAVED CONSTRUCTION ENTRANCE AND PERIMETER CONTROLS ARE INSTALLED, INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON THE PHASE 1 EROSION CONTROL PLAN THE CONTRACTOR /S RESPONSIBLE FOR INSTALLA17ON OF ANY ADD117YONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7 ONCE ALL THE EROSION CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ON THE PHASE I EROSION CONTROL PLAN AND THE COUNTY INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES THE CONTRACTOR CAN CLEAR AND GRADE THE SITE STABIUZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS DIKES AND &VERSIONS IMMEDIATELY AFTER INSTALLATIONN, S. ROUGH GRADE THE S17E TO THE CONTOURS AS SHOWN ON PHASE If OF THE EROSION CONTROL PLAN. 9. IN ADDITION, SPECIAL CARE SHOULD BE GIVEN TO ANY GRADING ACUITY NEAR EXISTING ROADS AND UPSTREAM OF LICKINGHOLE CREEK, THE FLOQOPLAIN, AND THE WETLANDS 10 GRADE OUT THE REMAINDER OF THE SITE AND GRADE THE ROADS AS SHOWN ON THE PHASE 11 £BOSON CONTROL PLAN. INSTALL THE REMAWWG SICRM SE VIER FOR THE PROJECT, USING INTERMEDIATE INLET PROTECTION TO PROTECT THE END OF THE PIPES INSTALL OUTLET PROTECTION AS SHOWN ON TIE PLANS INSTALL TEMPORARY SLOPE DRAW AND GRADE THE TEMPORARY ESC DITCH AS SHOW ON THE PHASE lI PLANS INSTALL TEMPORARY PIPE FROM STORM STRUCTURE 6 TO 5ECIMENT BASH I. 11. FINE GRADE_ INSTALL CURB & GURM INSTALL SIDEWALKS SEED, AND FERTILIZE THE DENUDED AREAS INSTALL INLETS AND INSTALL INLET PROTECTION AS SHOWN ON THE PLANS 12. PERMANENT OR TEMPORARY SOL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WTHW SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS INAT MAY NOT BE AT FINAL GRADE BUT WNL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS PERMANENT STABIIZA77OV S1NALL BE APPLIED 70 AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. IJ INSTALL S70NE BASE AND PAW THE PARKING LOT AND ROADS 14. ONCE THE SITE IS STA8II2ED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE THE EROSION CONTROL MEASURES NO ITEM SHALL LE REMOVED UNLESS THE UPSTREAM AREAS ARE STABILIZED AND THE COUNTY INSPECTOR GIVES PERMISSION. SEDIMENT BASINS CAN ONLY TEN BE CLEANED AND REMOVED. M MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED /N THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. REMOVING ONLY WHEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE WPI THE VIRGNU EROSION AND SEDIMENT CONTROL HANDBOOK THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASI/RES PERIODICALLY AND AFTER EACH RUN -OF -PRODUCING RAINFALL £VENT. ANY NECESSARY REPAIRS OR CLEANUP 70 MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WTHIN 30 DAYS AFTER FINAL SITE STABIUZA 7104 OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEMENT AND THE DISTURBED SOL AREAS RESUL TNG FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTA TICK, L,ic. No. 035791 �' 6 o - bt Lu Z W W tn z P -I M M CN N 4 3 4 Z W H O O CL co U O C13 Q�1 �G 0 O g A Z a 6 L W FL n 0 02006SCALE FERTILIZER SHALL BE APPLIED AS 600 LBS/ACRE OF 10-20-10 101111111111 TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO SQ. FT.) OR EQUIVALENT NUTRIENTS. LIME AND (14 LBSE1R GERMINATE AND GROW. SEEDBED PREPARATION IS ESSENTIAL. FER7NJZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 SH AN EVALUATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY INCHES OF THE SOIL lF POSSIBLE. mi FOR TEMPORARY SEEDING. TABLE 3.31A MAY BE USED TO DETERMINE THE o SHEET No. ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RAPES IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO o FURTHER ROUGHENING IS REQUIRED. WHEN 774E AREA IS COMPACTED, CRUSTED, OR HARDENED, THE SOL SHALL BE mi TYLE M4 LOOSENED BY DISCINS RAKING, HARROWING OR OTHER ACCEPTABLE MEANS TRACKING WITH BULLDOZER CLEATS IS ACCXFUWX NO°H•���~'�M1q MOST EFTECIVE ON SANDY SOILS. THIS PRACTICE OFTEN CAUSES 0 IQUKX �ORMCE ICH ALL H[YIOTa, UNDUE COMPAC770M OF THE SOL SURFACE, ESPECIALLY IN CLAYEY SOLS AND DOES NOT AID PLANT GROWTH AS MIP` lfltlolBBVmA 9ilILiO lllah®7 EFFECTIVELY AS 0774ER METHODS OF SURFACE ROUGHENING. SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, Sept l - I§M 15 50150 Ma DRILL, CUL 77PACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1} INCHES DEEP. SMALL M 50. Is SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED cAV.I fWArPQ LIHc NO MORE THAN 4 INCH DEEP. 07HER GRASSES AND LEGUMES SHOULD BE PLANTED FROM i INCH TO i DEEP. Fa416-M-PA wm.L t>YM� fo-l// SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT LaiaaYLHIo�1 AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, SID. & SPEC. J35, EXCEPT THAT HYDRONULCHES MDI 1 -,ANI 11 111bt % (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE. S7RAW (sad"111111) MULCH SHOULD BE USED DURING THESE PEMOOS AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE -SEEDED AS SOON AS I0'¢' V.law SUCH AREAS ARE IDENTIFIED. P -I M M CN N 4 3 4 Z W H O O CL co U O C13 Q�1 �G 0 O g A Z a 6 L W FL n 0 02006SCALE g a «S c P N/A o SHEET No. a 8 ESC -1 o F * .06 � / _­_ — --- - .----.,---- - 11 r A 0 1 - ,,, .1 I-- - _ - --.--,- ___ - ­­ ___ .-- -- 7, -- � - �l_.- 1�' -- (_� � , ,---," �l > I - I "I ,— — ", , z - I I " / "I 1_� ., _ I /'. I '' I I I . - I __ -Z . � NOTES: , , - , i-,-, - - - 11 , " - - U 11, /, , , I, / I 1� - �- _� -­ - -, � _1 1, I " I ­ - I 1 " - * _ ,�_ �_ "I "."4,1 1 1 "I I : I - -, . - , , - "I -) , / _ N\ � __ _­­ -, \ ., � ­___ �/ 11 I ­ - � �"11-1--o-V I I . - - - I - I 1, . I I - - - , , , ­ - - - - ­ - 1. THERE IS NO TREE CLEARING ASSOCIATED WITH THIS PROJECT. IT - , I I I - I I __ ____ I I THE LIMITS OF DISTURBANCE FROM THIS SECTION ONLY INCLUDES - k � I _C� � -,/ �4 ,� 1-1--, , \, I , -,, ,,�­l ,_11_,� ,/11 // -, POOL -W1 RIGID ­- '. _­ I I I ,-I- �. - I I I -.-o� 'l/ - . -1 I- ­ I -- -- . Ooh - - - � PLUNGE, - ­ I I - - . � ... ___ - ­ - 3� -1 I I 1, 1, , I " / ,� \ I , I __� - kt) - -_ " 1, '_ . " - - __ ­ - OPEN FARM LAND. THE TOTAL LIMITS OF DISTURBANCE IS 12.79 AC. :t il� / / -,,,-- - , -� ", S� -�, _� � , LIWPL SPREADER _ I - ., , ­� �, - --- -, � I -,- --- - --- � -_ _ __ - �p_ (" PLUNGE POOL W/ LEVEL �, - ___\ � \ I — — __ __ I - I— _� / - , _1� .� \ , /. � ­�­. 0- / -I,-- " __ __7 �- _____, --,el ­ - __ ­ _'l ­ -1 I 1� I __ _­ 2. CONTRACTOR TO NOTE AND FLAG LOCATION OF FLOOD PLAIN ,, - . _ -,V , I " \ IL, T_ _' __' 0. ­ -- _.�­/ �f� -_ , , . � I 11 _'� I/ \ � SE . , :��,,� - � -- C - /' / E IL, THIS SHEET , - .�' - I I -_ '.I ;0 SPREADER DETAIL - . -I- �� %, ­ I l\ � \ / . _ a 1_' ­ -, ", - I ,-, 'e - I I - " , I - - , - " I - __ - I AND WETLANDS. FILLING OR CONSTRUCTION ACTIVITY MAY NOT SCO R. COWNS�Z % V _% ­ 1, I "I / I I - I I - " � , 0 - _11_?,� _/y ", � I "I / , ? � , � '6�) LENCT"l-1, 0 , I /I " , 1_� , , , 1, I - -_ - "I _" I.- :�-�k_ -- \ > 1� I , I 1- 11 . , I z I . � - _� :jz -If )I-) -Cy"/ ,4 �, - - 1 -'7)" - - � � ,/. /I "I" I -11'.."'f", . I , / / '-- .- I " __ - � - "' - -, - - - - OCCUR WITHIN THE LIMITS OF THE FLOODPLAIN. CONSTRUCTION 0 ` 0- (-I , I %% - 11 \ - — I 1\ -, / j I I 1 *%.� 1 1 1-1 , 6511 -,,, . 1, / . - I I I- __ I .1 U Vic. No. 035791.b. W� < �, __­ � z \_./ 1, ­--,,,_,�� � � / / " - 1, // - -,, _,, � � - ro�,15 � - - - : - U �) " - - I , \1 "I I 1, 11 .. -_ - , I __ -9, � r I / - I I',' ,- , 11 , ­ ACTIVITY WITHIN THE STREAM BUFFER SHALL BE LIMITED TO THE " I � A , / , I / r , -4 k-� " . , , ..- "I'll / ''I I � I ­­@ "I I � / I I 1, I ­ - /I "I / I 11 -_ � 1, / .1 I ­ ­ , I _Z '_�l , 5 z , __ I / ,, I \ " - � - , - 4 " 654 - - ,, - _-1 SEWER TIE-IN. NO OTHER ACTIVITY 15 ALLOWED WITHIN THE STREAM & -to -06 I � Ile , , 2S , � - - ____ __,z -1 I ' a / / 1\ I -1 I - I 1� VDOT STD. - � I------- \1 / � " I- / ; - / I ,� I ,11 __ __ - - I �EL I -1 � 1, 1, - /I � I I I 11 '.� I I - ,� 1. - .- I- ". " BUFFER. - . 8 PD LEV& 11) x /__ "C' . \ / � \ / , / , -, / / I '.1 �l .­ " - , '_2ADt,R tp' , 11 I ­ I I/ 1, I / ­ -, --- _ 3. SEE SHEET ESC -4 FOR DETAILS ON THE SEDIMENT BASINS. - IONAL " ') I , /, ,e�_ // / , . 0 S P/) I " b,5t' ,� I I I / 11 " / I - ,� /� � I / " / " , , 11 _. I 11 11 ___ I . . , SPREADUt / -,-\-,\,J- I I I I I ,�/ ,� ,< _\ / / I � I " / 1. . - f -l- 1\ l_v I I 1 0 ,_ I I " " / , , , " 660 - - - I., / '. I / , / / I Q( - __ -1 ,- - 11 - - - ­_ - ­ , -.-- ___ ­ 1-1 11 - — __ — _. __ / / / ,� J .d-- 'L_ / / / ,/ 0 1 . / I I I . I — -1 4.00- 1 )I __.___ _ � _( ), � ,- , / I 11 l/ - " � . I 1, - / I I I / I- - -- -- ,- ­ � -- — -_ .- / / � - - ___ , , ( \ 1- / I/ I " 6 I /,,"RE ' I � i ,l I- -1 ­ --- -_ -_ ! ! I - ---- -- - _ I - � � - I "".I, .0 .1 � _ " I "I / " I 1. - � I - . ­ - ­­­ - --- � -_ -_ .- __ \ �• - '��l � I , - . ___ - I I 0 � I I I � - , - - _--- � " I ,0 11 I � I 1 I - , .' I � - - 11, /' , , E&S � sf, rFENCE 42b2 s-.32,., cfs , I / - -_ - - 7.70 . 646 W .0cr / � ,� ___ - " I 1- / / '��l , I &M � _ 16' - , 1 -64& �1,�__" �,".- .-\" I11 __- 1,�_., ----_---11 - , � I �/ / - � �l -- �. - � , I ,/�I- � SIGN II. I ,-_�,r, fps , I .1 / � � ____ -_ -_ -_ . - - �.� __�__ —_­ /Z I , / / , - " � 'Qio:='0,36 , \ / / --- -,_/ I 1� _­ / / \ 11\ � ,\ )�,,, I ,,/ I "I "I , ,-,/ I - ) / I � I ., " I cfs / , ,- � , I --_ -_ , -0.75' �� �' '�-//,-', ll,� __ . I/ 14E�, 'l/ ", "I _�_ - __ , X/I � *_ " x /�l I -1 \ \ / "" I ­/;,�,:,�' I " I I I I Vio4:2.09 fps,, ' ` I I,- - ____ __ 1. -_ - - I , 11 I/ / /A ;*." / ,/01 I 1, , Z - \ 11 I ­_ 1, --- - ­ - EA1.01y :� - 'I I/ " � I/ I /, I � , I I I I I 1 166* 1� \ I " / I ,/ � , �, , ,­' - ­ __ _; - - . - --- �, I - /) . 11 /I , ,� . � ( \ , 6 . _�1�11 11"Z I / I SAFETY FENCE /I , / / I "I. -1 __� , -_ - 2.50' o0l EXIS71NG " // . ­ - 11 , � ?1( 1\ - ll�� I I I I 1�, 1, / / " / / / I I - - . 2. 1 i T � ­ - ." /� ., �- 1 A� ,-�,­Z­/ Y 1 6-70 --- � 11 I - ­ I_ --- \ " GROUND / - -- -- - ­ -- -- - i / I i " ­ - , I � I / I 11 /I / I 1, I I X � I _ ) I _( 16 , , ­ I ­ - � . -Z -_� ; ; ", , . LIMITS 'OF DISTURBANCE ­_ , � --- " x - - �� �\ I / / - .1 �l 4. � , ,,�. "I I /. I 1 / ". / .1 . ; " /111_ -_ I - -_ - -- -_ . -_ . --- \ I I APPROACH 15.0' 10.0, / � 1, \ � � DATION OF 100 YR FLOOOPLW,,,\_,��,�/z . -1 ,;-,, 1. � I . I / I I -, ­ -_ . -_ - 1\ ,-- 5.0 1 VADTH-2V I/ �_____ / , 1 __4 �; \ I � 1. 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I WL4 \ _ - __ / __ L I __ 1-1 __ ­ __ . !- .-< iii - - - - - � I - - I I - � W- � . — 1 2 _ \ _. . ---- - 11 I ,- _�-z' , -1 �_ __ I - < - - �- � , "I \ - - .- ,,� - . I I � � � �_, I � I --­ / , i � �- . - , , � . , \� /�/ __ - - � 1-1 � TOP OF BOX -693.94 . __ .- __ - - .1 - . _ _., __ - - - W , ___ :-_:_ � . t\ _ I_\\�, I I It. ll� , I ­ - — — - I / �/ t " I "I. ,� ! I � . i i \ 1, I \, 1 - - �\\\' \ I . - _ � I � \ __ �� I\+'�'( � � , \ � �l \ I , , I I \,� ,\ \\ \- -777 /� " , - 0 - - - ___ I � � � - I \ : i I, \ L 1, I k `; ! N 11, I \ \ .\� - ­ �� .j I\ " - \ ,J� � � � 1 � � r��_ it R �p � /" It \ I , F li , � ,--- __ I I � � I �0 , \ � ; I 1\ I 11 t 00 I I I" I \ \ I 0 0%� LIMV OF DISjjJRBANCE V�)\')lll - - 0 I -� �--o� ,� � � : IT � ., I �.L I � I , I � �1, i ,_ � � \ / . � I / i 1, \\ L �l ' ). "', . �� 0 0 0 ., - ! i 1, , \ ./ I , �, I I , \ 00 \ I, \_� i L , . I �! , I 11 I I � ; I � I \\ \ . \ . -.,-- � ( I , r i I I 1� I 'll , \___.., -1, '\ I � I � i � . \ I I I � . i 'Uil 1� I __ % \ '\ � I I � I I � I '. - I I , "­ ___ _­­ \ . i I / : � I I \ L I 1,111 0 I I Ili " I __ - ­ -1- L L, " -I- I i ! \ I I � ­ ' u Lu , \l, ) I . I , \ � I L I L I I I / 11 . i � 'L I I I , I I � : ,,, I , - - - __ -,- __ 0 1 1 1 ___� - - - __ - - - --- --- -__1 \ I � I 11 I . I- I - __ - ___ - ___ ,--- ____ ___ __­ I— __ _ __ ­ - --- -- -_ - __ -, 'L b ,� - ___ - - - - - , I ui i __,\, � I I I , , / J, . I I z - I ru I \ 1, \ `� _- - �l, - � I I �; � . � I'L\ � I I I I I ! L . � i I I z �l - 11 , \ � 3: i I z I I \\'_­­ ___t � 11 1, i 11 , � I ; I I / " " I L \\ (A I \ \1-1. ­_­ � , I � I I / , / I . 11 " 11 LEGEND 108 NO. I I --, 'I' l I ­ I I . / , GRAPHIC SCALEL, 02006 1�_ - 11 � . i \ , , , , 50 , 0 , 25 ' 50 100 I 2W .1 I_ __ ___ 1. \ \ � 1, ; / . SEDIMENT TRAP DRAINAGE AREA m = = = = m m a I , - I \___\, 1 � " � L L / � I , / I , I I I I I 11 - - '—.-----" :1 I I I I I I . ) 11 I ­_ .__ ­ SCALE I . I =--- - I I z 1, LIMITS OF DISTURBANCE " I 1, '\\, � \ '. " 11 I I � ­ . I , I / 11 ­­ I � ­_`�__ Ll I LAIIIIIII-J!" .i ,. 1 = 50 '\I- __I , I i � � i I / I (_ I � I . - '� ____ - - - I ! � � � " I I _� �' . ( IN FEET ) / . L,, — — — \--I- __ 1, � � I \ I I / _1 / I SOILS LINE I\ ----. I \ � I "I I ��1I _./_,-��­­'_�, --, " -, I,- . I I 11 I inch = 50 ft. .1 It SHEET NO. - - I \ I , f I I . f z __ � SOILS NUMBER ��� ESC -2 - - ,, \_ I I I I � - LL " \ I " Sower. Va. DIM and Kr- MminiNdANOM I ,-----.- \ \ I I __ ___ — _� I I � I I � I I - . Pkas 321-2 k \ \ \1 11 " \ 1 - __ I I . . v 5r1 , - - / \ Y ' \r`- Z f - /-- - _� - NOTES: 1. THERE IS NO TREE CLEARING ASSOCIATED WITH THIS PROJECT. o ,. - -T°,p� 7� / _ - - THE LIMITS OF DISTURBANCE FROM THIS SECTION ONLY INCLUDES �F f \ pp / - ' ,, ,/6 - - - OPEN FARM LAND. THE TOTAL LIMITS OF DISTURBANCE IS 12.79 AC. t'l \ 2. CONTRACTOR TO NOTE AND FLAG LOCATION OF FLOOD PLAIN T / - - _ AND WETLANDS. FILLING OR CONSTRUCTION ACTIVITY MAY NOT // ®pr----�I B5' TT R COLLINs% �, .%i a o OCCUR WITHIN THE LIMITS OF THE FLOODPLAIN. CONSTRUCTION O «-. -. \ - %� gR�ppEjt`�' ACTIVITY WITHIN THE STREAM BUFFER SHALL BE LIMITED TO THE 'c. o. 035791a , p 665 s E o b'* SEWER TIE—IN. NO OTHER ACTIVITY IS ALLOWED WITHIN THE STREAM q Q ®® ----------LOCATION _ OF STREAM IbUFFER - BUFFER. �� 6 • 1 8 ��+��i4 ^0� . SEE T ESC-4 FOR DETAILS ON THE SEDIMENT BASINS. ``9 RE 1° stoxel �e ° SF W/ . / : 1 \ 4 2 / 0. - - ._sAFETYtJGg o � E / 670 / &N , - / \ EXISTING WETLANDS. - - �/ ... - - / / - _ �- - \. - -. !- 1'O...RE .AIN.. cl) m... OO. O ®.-i '.. - - _.. � - / / �-. -.;.,� e.e .. LOC OF 100 YR FLOODPLAIN, ' / 1 /�/' _ _- �. � � , " � F8S \ �� . \ 61 , " �, s z .. ,. \ �� O J f. F. TURBAN ® / ° 00'0 O' SILT Yl E `t J Z \ae / \ Z \ \ O P h I ,1 o l , �a \; ui ® �. �, DD P� SEDIk1 NT, BASIN'#2' _,oma, I I \ N / / IP 1 Q.A. 2.05 AC... i , , d I n S O �� W/ WIRE I e ® _ v SI T FENCE, r � aft !\ a' _ CLASS 1 RIRRAP ENERGY : IF I ". 1 N$40',' r? e? e b I SKATER OUTFALL i '� - � P ' � B� , L=20', W=12% D=2' �� `•� Ip q 'i/ 9 � .. J ' 1 I No 69 1\ sERVAnGN _ p \ AR A YI: SAFETY FENT S O\ W/ "RE SILT FEN / 1 lJ 1 ®' \ l S p / ( ) / AI Z O ` i ''I { ^ LOCATION OF. PROPOSED / I I , _00 ... LL - TS P ;I I ' �',I N g STOCK PILE., NOTE: STOCK AfnL, . _ ,y� �ILE TO BE. ENCLOSED Wlhf'I I _ - - - _ O o i 1� I I g `S14/f FENCE AT ALL TIMES +'� `.� W N '' i -. v y O / ,& -0 0. 10 ' B� moo-- — _ _ W SIG 7 ®e,.® f r SIGN i 1 ,•. A INIMUM OFA 12'X70' CONSTRUCi10N- (•) ANCE SHALL BE INSTALLED. THE _ 1 : / 1> H .. y .a - 11 .1 J - 1 I E ANC SHALL DRAIN TO SEDIMENT / EXISTING STORM P _- - BLOCK 1 .a SEWER OUT\ I 1 .� ' / PS 1 I I :1 oe E P > o ' i ' S6 ®:® . ° E 1\ w , I� .• � '� `, 3 IMEN'� ° SDI B NSP .- 51 J H P I o o , - . EXISTING POND .DOUBLE .CULVERT _ = - _ I .-. � D A AC. I LLI OUTFALL PIPE§. :_ _. _ "- - - _ _ -- -- _ _ -- -_ IP' _ - - ," $ PARKING AND STAGING' _ r.I I� I I I t n O - V _ - - �, Vi DO 11 Z Q I ° r q J \\ z / . di IP - / \ ---- ---_------- _ U - > - E4G ISCLTBALL tn ...... LT. L TRATE. DRIVE RUNE N ]EXISTING _ I I P =;: I. COO . a2 WATERLINE E ALONG OLD -� \ - ----1� _ --- - _ I J " TBom RAIL DRRISHAl11 BE5 ORTO L S 1 BARRICADED' I \,_ \\ \ VITIES. ALL EXIT THE SITE THROUGH THE - — — — — C LA S I RAP LIMITS OF DISTURBANCE , CONSTRUCDURING OTONTRAF,i}lC TSTRUCTION �nENIER AND I \ \. j� -T� E%_ TH GEO-FABIPIC y W=20', I CONSTRUCTION ENTRANCE. U DE LAYMENT I III 0 00 \ 1 p LJ:W_ILu_W - - - I I I &APHIC S(�i\ALE - \-- / / n W I FfFNfI JOB No. I � 02006 SEDIMENT BASIN DRAINAGE AREA ■ ■ i ' t''' '�ss...�' / : LIMITS OF DISTURBANCE I = SOS i I ET) -- A 0 __ - — — — — 5H. \ � ` 1 t(fI \ SOILS LINE _I , % , / SNIT NO. SOILS NUMBER 36C ESC-3 P" b,�.ae was (acres) 413 5.87 ores: (wing 7 waaar wastes) Teal Lbs. 5K Are elation (1) o nlar sae (M wlwn(CY) 656.00 1228.0 0 658.00 19820 3,180 660.00 7994.0 8,027 662.00 3954.0 14,848 664.00 5146.0 23,922 666.00 6438.0 35,482 A atamps rsaise (cy) (67'DA) -MV 011 elaWlm (A) A storage prodded st 11Aa surWean (cy) stable Wduree berms CIMMA Icy) P3'DA) ran 41e016011 (t) 110100=rrl Cleao(MA to sense (R) Q 1) / stamps: / stamp mead (cry) (BrDA) n iple spYfamy coast M / stype podded at the Wa6011 (Cy) melt Of dWAVM q rNcs (In) melr of Imaae hAAp (at) (018c"2') we.. (Use 0.45 for bre ease) (min) yr 4.1 O 2yr Syr 6.0 O 25yr woe spillrMy: a" head (2) mor oar (at) Murry Capacity. op (cis) meter trash ruck (in) rest Wath (t) ad on barrel tl/arpn enlbremrd (t) SAFE# FENCE 393 680.76 383 194 am 1.9 393 883.4 787.0 3.0 5.0 0.45 10 10.83 17.43 1.0 30 23.0 42 44 8.4 TAM" 3." 413 WM SFWI IC SUDING MDIMM FOR p®MON! AW Teal Lbs. 5K Are - Coom erdd or ReaMential 175-288 lbs. - Kenhrky 31 or Turf -Type Tall Fesar 95.100% - lopmrd Paremisl RyeBrm "% - Kentucky g1wQ.r 0.5-% HWLMUAOKOJAM 200.290 bL - Kentucky 31 or Taff -Type TW Fescue Genal Skye 13:1 len) 10091, or - Kentucky 31 Fesare 128 lbs. - Red Top Gros 2 bL - Seooml Nuns Cmp • SI-bl W N 130 lbs. - Kentucky 31 Focus 106 lbs. - Red Top Gro 2 lot - Seasonal None Crop ` 211 bs. ClorooWeldl ` upabown face slope: 658.00 9780.0 _zI.hL 13011s. ' Use seasonal safe crop In wocniance With seeding dates as tuned below. Febmoy 16th through April ...................... Mold Rye May lit tbMUgb Mart 15th ..................... Fodall MIDat Angwt 16th through October ...................... An" Rye November through Febmty 15th ................... Winn Rye 00 Substitute Soiaa Impatient for CzaWnrtch ase of Farteville, Va. (May dwoogb Sep sudw we hulled Sencea, all oder pariok vac uobWW Sericm} HFlatpea is land in )ieu df C wnvetd4 increase not WV ft/=L Ali kilaw med moa be properlyImaLted. weeping tmvegr s may be added to any slow r lra-nrlelemme ora during Woof fading nixes. prbb; add 10.20 lot/era in '=�:a:a aew�rav deep Noll eWr top Ofdom (k) tap VAM of dem (t) Dalian of Iarat (A) won" face slops: dosartry am face slops: bases: WVM dhow, L (R) e/ecthm Width, We (2) L I We (bases ceased 5> 2) Comm: dWM of aser at spMally Mat (t) slopedlpab", face(Z1) slope of hsrst (Sb) wvm of at annealed zone (Ls) aemrpency spniwy: r4. copctly (O25 Op) (cos) bottrn V M (t) slope deret a/earalst (8/11) tni erarl leplh oat clue. (t) west of sptkaey (t) OU YL S6� '55=1, I� 884.4 MA 8.0 856.0 04),37 2:1 2:1 res 72 48M 1.07 yes 7.41 2 0.50% 45.38 2 4.324.3 NO we Na Na WE Na PROTECTI ftlb 15: SeclinMrt Bain daipr, (spec 3.14) IedleneW Mein 2 Design 413 design W vtir 553.24 0 turns s (ams) 5.15 tap at sem (R) seat Wekrrrs: (using 7 oon1w Nasrrft) 856.0 sWetlan O0 oontar was (50 %ekaWcv) .. 646.00 1859.0 0 _ 648.00 2873.0 4,695 �. .�. 650.00 4075.0 11361 W N 652.00 5303.0 2OA60 ' o •masa 654.00 6709.0 32,843 656.00 8194.0 47,721 upabown face slope: 658.00 9780.0 65,671 aA stamps at stamps oeaead (cy) (07'DA) 413 design W vtir 553.24 0 Ieaalr" arlsce steWmlion (t) 550.00 tap at sem (R) W S Y 0 856.0 let stamp F I I I at this slarim (cy) 413 tap wIM of dam (t) 8.0 NOa means baby creams (ay) 03 -DA) 207 bottrn d basin (t) K u n 648.0 W N loan . at ....n, R) 548.28 mpptux. Dolton dh m lam: 111),23' N Nlrca Som cleaved to rtgca O0 (' 1) 1.62 upabown face slope: 2:1 680 PROPOSED doanstmam face slope: 2:1 TR. fy straw. M stonhps raaead (Cy) M7 A) 413 oases: NO racipfa spea y cnmt (t) 052.24 length dw opt, L (t) 101 ri stype prodded M Ob OFAMM (q) 825 ell"M Width, We (t) 5470 1=rneA ddawalaMp tMcs (In) 3.0 L I We (bases masse W> 2) 1.96 lasa6a of sadist h"q (in) (w4cs•2) 5.0 cases: ym calor.. d110 dWaWr sl epseey asset (t) 5.24 (use 0.45 for ban MM) 0.45 slope d umbers face (L1) 2 (min) f0 slops ofbwel(Sb) 0.50% 2yr 4.1 O 2yr 11.37 Ir19th of Demi In sabunded zone (Ls) 38.19 25yr 8.0 O 25yr 18.30 manner Callas enaea0 2 dYnelsbn d colts 3.923.9 � aper: W.ww taro (R) 1.0 artrhpecy spMaey: No Asrlslr new M) 30 Hared cepecty (025�0p) (cfa) Na 0" caPncl . Op left) 32.5 bottom Wddth (t) Na Wrier buh rack On) 42 slope as mint cheaW Will Na most lapin (t) 60 maanea Wlplb oat cllsraW (R) Na and on bust Oaahpn and meta at (R) 3.0 crest of spit" (t) Na LEVEL SPREADER FETY FENCE 6I6 _ 632\ 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE MARE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE TRENCH UPSLOPE ALONG THE UNE THE 1WRE FENCE AND EXTEND £XCAVA IED SOIL OF POSTS IT INTO THE TRENCH. j i �] -- A40 FLbw_ r 4 DD TEMPORARY DIVERSION DIKE Compacted Soft INon-R,odabls Inner IB' min. / 90RRC8: VA DSWC CON 21 4.5' min. PLATE 3.08-1 FLOW £X7ENSION OF FABRIC AND IWRE INTO THE TRENCH. ATTACH EnL IER TO STAKES OF EXTEND IT INTO EXCAVA OACKRI COVPA(( (E MIN. I"=20' �6 S!g BARREL RISER A� COMY CONM R117RE Am N M � laltrt theses ME aim=" stages On 71 tMf r.araaasemea ! ar FMWT J::7 L ft sea. 21- 4u arch • ga(� FILL or tr a< 114off 0a . 71 UM I� A Ira MIN sea r P M �s1Mo M ArraastMi M I1! CS�ANt� TNI LIIIw NIR a•[ IQf GRAPHIC SCALE 3J 0 10 20 w e0 ( IN FEET ) 1 inch = 20 ft. 2'x4' WOODEN FRAME 1.5' MAX. 1 "=20' DROP INLET W THTH ORA 7E �IIII^- FRAME �{ 3' MIN. `7 HER U EXCESS AT CORNERS PERSPEC77VE NEWS � ELE�AA AMI #0NND OSIL T FENCE O IP DROP INLET PROTEC170N 3.07-1 NO SCALE �T OFD f� Gl lO iCOTT COLLINS'Z 1 Lic. o. 035791 a at, STONAL Et£' COC d 685 O 0 Z G 1!.-! m a W S Y 0 j O U) N z K u n � W N N 680 PROPOSED TR. 675 tl/ BASIN 1 SEDIMENT 670 // 42" LF 01xB 665 42' RCP 15228 LF E)OSTING 42' RCP u / 1 00.50% 660 011 INV OUT -666 .50 SLOPE=1.56x D- z D O 0 > Z > 655 CLASS I RIPRAP ENERGY DISSIPATER OUTFALL 652 L=20', W=12', D=2' W W 0. W1, o0 rnM rD0 n ';0 O i < 7 u N 0 �m �0 �0 0+00 0+50 1+00 1+50 2+00 2+50 2+75 PIPE EXTENSION A� COMY CONM R117RE Am N M � laltrt theses ME aim=" stages On 71 tMf r.araaasemea ! ar FMWT J::7 L ft sea. 21- 4u arch • ga(� FILL or tr a< 114off 0a . 71 UM I� A Ira MIN sea r P M �s1Mo M ArraastMi M I1! CS�ANt� TNI LIIIw NIR a•[ IQf GRAPHIC SCALE 3J 0 10 20 w e0 ( IN FEET ) 1 inch = 20 ft. 2'x4' WOODEN FRAME 1.5' MAX. 1 "=20' DROP INLET W THTH ORA 7E �IIII^- FRAME �{ 3' MIN. `7 HER U EXCESS AT CORNERS PERSPEC77VE NEWS � ELE�AA AMI #0NND OSIL T FENCE O IP DROP INLET PROTEC170N 3.07-1 NO SCALE �T OFD f� Gl lO iCOTT COLLINS'Z 1 Lic. o. 035791 a at, STONAL Et£' n r•, COC d < O 0 Z G 1!.-! m a W S Y 0 j O U) N z K u n � W N N n r•, V rn M ZM N M N � Z LL N w C> N w WU) >�o Z � ,n H JO u V ZO /10 U Vi ZI Q Q W u M n w U a in O Z ao U) O J 06 � � W JP` W � w J � o O w J O 00 V O n+ lA 106 sea. 02006 SCALE 1"=20' SHEET NO. ESC -4 o 0 �u < 0 n? N r1 as; N ri 1!.-! m a bm V rn M ZM N M N � Z LL N w C> N w WU) >�o Z � ,n H JO u V ZO /10 U Vi ZI Q Q W u M n w U a in O Z ao U) O J 06 � � W JP` W � w J � o O w J O 00 V O n+ lA 106 sea. 02006 SCALE 1"=20' SHEET NO. ESC -4 S'Z //COLLiNm / \�y,\ \`\ \\\\ // /' ,/ ,/// // ! / / / I I . __ •. .. _"' / /r' I I \\ 4 ' •.. �.A � \ 1 I l I I I 1' U Ltc. No. 0357914 001 4 8 J • Y, UU yy ui PA IN ' \ .. \ \\ \ \ \ \\ \ \. < '`4'�1 '` ic', ,'� :y i' /, r .. 6 .ill X 1 •. i • \ \ \ p\ r i < / :1 51 • � \ \ • of '\ \\�. \\ (' \� \\\ t.�.d .« // L' `l e/ < I� /i I \\ . . 6• SCREEN _ o _ AR ND DUMP I fG'. I - - o 68 4--- - 4 0 L9 u M o IG L If •6 op aZ \ \ \ < \ \ r -a 1 L 04 \ ,--------------------------\� - 14 CL ._-_, - -- - -- - - - --- l \ \' \ - -696 o= ul \ bZ. \ +\\ / -- --- ---- 04 \ ... �\ \ Plant Legend \ I LL I` \ \ \ \ \ \ \ \t� \ \1 14 \� . \•;1\\� Abb. \ Scientific Name Common Name Caliper Size Comments 10 -YR CANOPY: Total Interior Onsite I Quairft I Canopy I Quantity I Canopy CANOPY TREES AR Acer Rubnxn'Red Sunset Red Sunset 3.5" cal. 510 3 1 1,530 3 1,530 FP Fraxirlus penroylvanica Green Ash 3.5" cal. 742 4 1 2,968 0 0 PA Platarm x acerifolia'Bb ood' London Planetree 3.5" cal. 479 5 2,395 5 2,395 QP Quercus Palustris Pin Oak 3.5" cal. 471 1 4 121,195 1 1 471 UNDERSTORY TREES AG Amalanct ter x granditra 'Autumn Brilliance' jAutumn Brilliance 6' - 7' ht md"tem 130 1 2 260 12 260 Py Prunus Yedoensis IYosNno Che 6' - 7' ht 1 99 1 4 396 14 396 EVERGREEN TREES IN Ilex x'Nellie R Stevens' Nellie R Stevens Hol 16'- 8' ht 1 44 1 13 572 1 13 572 SHRUBS IC Ilex Crerlata'Steeds' Steeds Holly 312' ht I 1 10 1 93 1 930 4 40 IG IbxGlebra'Shamrock IShamrock Inkberry HoIIY 3' ht. 1 23 1 84 1,932 0 0 32,178 5,664 w y \ \ J o�0 QO: l � . Calculations TOTAL SITE AREA: 2.9 AC 126,324 sf \\ °. \\\ \\\ g x o: TOTAL CANOPY REQUIRED: 0.29 AC 12,633 sf TOTAL CANOPY PROPOSED: 0.74 AC 32,178 sf Toe No. PARKING LOT TREES REQUIRED: \\ r ` \\ 02006 ° - 1 TREE REQUIRED PER 10 SPACES \ `- SCALE o 72 SPACES PROVIDED x (1 TREE/10 SPACES) = 7 TREES REQUIRED " �- PARKING LOT TREES PROPOSED: 9 TREES PROVIDED 1 =2O' . INTERIOR CANOPY REQUIRED: (5S OF 60,213 sf) 3,011 sf INTERIOR CANOPY PROPOSED: 5,664 sf r . b JILU 0 5 s 0 w w 3 w n 70 WAH w•• ru OLD TRAIL VILLAGE PHASE 6 BLOCK 3 PHASE A SITE PLAN VICINITY MAP SCALE: 1" = 2,000' GENERAL NOTES OWNER/D£V£LOP£R. MARCH MOUNTAIN PROPER77ES; L.LC ENGINEER: COLLINS EN�� STREET T-2 800 E. ,CFFERSON STREET CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 E-1 TELEPHONE.- (4J4)245-0100 TELEPHONE (4J4)29J-J719 S-1 FAX.. (434)245-0300 FAX., (434)245-0300 S-2 CONTACT.' MR. GAYLON BEIGHTS CONTACT' MR. SC07T COLLINS, P.E. S-3 EMAIL s ottYeollins-engineeringxom PRE-APPLICA77ON SITE PLAN DETAILS :ONF£R£NCE:NOVEMBER 5, 2007 (DISCUSSED DEVELOPMENT OF POO'_ NITHIN BLOCK 2. TH15 DP -1 CURRENT PLAN SHOWS THE POOL M17HIN BLOCK J *#CH IS •OUST NORTHWEST OF DP -2 BLOCK 2. BOTH BLOCKS ARE WITHIN THE SAME CT DISTRICT AND SUB.ECT TO THE DP -3 SAME ZONING R£GULA 77ONS PER THE APPROVED CODE OF DEVELOPMENT.) TAX MAP NO.: 055E -01-00-000A1 AREA: 6.8 AC. (ENTIRE BLOCK 3) SWM -2 3.3 AC. (PHASE A) ZONING, NEIGHBORHOOD MODEL DISTRICT SWM -4 APPROVED WITH PROFFERS 9-14-05 ESC -1 BY ALBEMARLE COUNTY BOARD OF SUPERVISORS ESC -2 NOTE COPY OF PROFFERS PROVIDED SEPARATELY USE: MIXED USE (COMMERCIAL MUL77-FAMILY) UNITS: NONE PROPOSED IN PHASE A - 54 UNITS PROPOSED (9 TO BE AFFORDABLE) IN LATER LL -1 PHASE DENSITY.' N/A. NON-RESIDEN77AL: RECREATIONAL BUILDINGS ASSOGA7ED MRH THE POOL: 4000 SO. FT. POOL WATER SURFACE AREA: 8445 SO. FT. EMPLOYEES 50 EMPLOYEES (MAX.) BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 4 STORIES SUBDIVISION STREETS CURB & GUTTER DRAINAGE DISTRICT LICKINGHOLE DRAINAGE BASIN (LICK/NGHOLE CREEK IS RECEIVING WATERS FOR PRO,ECT) WATERSHED: S. RIVANNA RESERVOIR TOPO h SURVEY TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR „ENN/NGS STEPHENSON, PC IN AUGUST 2006. EXIS77NG WGETAI70N: ROLLING GRASS FIELD MITH NO EXIS77NG TREES. UGH TING, ALL OUTDOOR LUMINAIRES SHALL EMIT LESS THAN J,000 MAXIMUM LUMENS. NO STREET LIGHTS SHALL BE PROVIDED. PARKING. PARKING LOTS SHALL BE SHARED AMONG ALL USES AND LOCATED W17HIN A COMMON ACCESS EASEMENT ON -STREET PARKING SHALL BE PROVIDED BETWEEN THE BUMP OUT AREAS AS SHOWN ON THE PLANS AJ THE 77ME THE REMAINDER OF THE BLOCK is DEVELOPED, A SHARED PARKING REOUEST MAY BE SUBMITTED FOR VARIOUS USERS OF PUBLIC PARKING AREAS. PHASING THE SWIMMING POOL, ROADS AND ASSOCIATED PARKING LOT SHALL BE CONSTRUCTED FIRST AS PART OF PHASE A. THE REMAINDER OF THE BLOCK MILL BE DEVELOPED IN ACCORDANCE W1IH THE APPROVED PRELIMINARY S17E PUN FOR BLOCK 3, AS PART OF A LATER PHASE. 0 Revision Index o° Rey. I TWE THIS SITE PLAN AMENDS THE DOWNSTREAM DRAINAGE OF THE APPROVED BLOCK 1 SITE PLAN (SDP -2007-00144) TABLE 2 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 150' CURRENT OWNER/DEVELOPER MARCH MOUNTAIN PROPERTIES, LLC. BEIGHTS DEVELOPMENT CORPORATION 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 ENGINEER COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 434.293.3719 Sheet List Table Sheet Number Sheet Title T-1 COVER T-2 OLD TRAIL VILLAGE ZONING REQUIREMENTS E-1 EXISTING CONDITIONS S-1 SITE PLAN S-2 GRADING AND UTILITY PLAN S-3 SITE PLAN DETAILS S-4 SITE PLAN DETAILS R-1 ROAD PROFILES DP -1 DRAINAGE AREAS DP -2 PROFILES DP -3 PROFILES DP -4 DRAINAGE CALCULATIONS SWM -1 EXISTING 4 PROPOSED STORMWATER MANAGEMENT SWM -2 EXISTING L PROPOSED STORMWATER MANAGEMENT SWM -3 EXISTING 6 PROPOSED STORMWATER MANAGEMENT SWM -4 STORMWATER MANAGEMENT CALCULATIONS ESC -1 ELS NARRATIVE AND COMPUTATIONS ESC -2 ELS PHASE I ESC -3 ELS PHASE II ESC -4 ELS PLAN DETAILS L CALCULATIONS LL -1 LANDSCAPING PLAN LL -2 LANDSCAPING DETAILS ==-1 EXIS77NG CULVERT „�_,_� EARTH DITCH --� CULVERT AWIOTA DRIVEWAY CULVERT Q DROP INLET & STRUCTURE NO. � BENCH MARK z}}r CURB U him 0 CLEARING LIMITS � CURB h CUTTER _ U, -' VOOT STANDARD STOP SIGN — PROPOSED PAVEMENT EC -JA DITCH _ _ _ _ _ _ _ _ -------- EXISTING CONTOUR > DEPTH OF £C -JA DITCH —®— USED CONTOUR u EC -2 DITCH 240.55 PROPOSED SPOT ELEVA71ON TBC DENOTES TOP/VACK OF CURB TIB DENOTES TLP OF BOX 6' DEPTH OF EC -2 DITCH ALBEMARLE COUNTY COMMUNITY DEVELOPMENT ENGINEERING REVIEW COMPLIANCE CERTIFICATION I certify that these final plans meet the requirements of the Albemarle County Zoning Ordinance, the Water Protection Ordinance, the Subdivision Ordinance, and the Design Standards Manual, and are prepared in accordance with the Engineering Expedited Review Final Plans Checklist. Signature Date if, 35791 G lI18lca •W_om•. R:ftfi-a ��50 ,i�� �c AWIOTA a A o0 z}}r U him 0 if, 35791 G lI18lca V D\ h M ZM D\ N M 0 N � W0 N rqW zW a V ZQ x d WU Y, W W a zz z _ o W W W W OW S ao Cn Z g Z ��3.....0...'... / ,V IL V) Z Z Og Q a W 0 U) V Q Z aw L M a Y 0 U > 0 w CO 13 W LU m a �`o 1 W O JW it 0 o3 02/19/08 ImNo I 02006 SHEET NO T-1 a o0 z}}r U U ? 0 2 O U, N w is > V D\ h M ZM D\ N M 0 N � W0 N rqW zW a V ZQ x d WU Y, W W a zz z _ o W W W W OW S ao Cn Z g Z ��3.....0...'... / ,V IL V) Z Z Og Q a W 0 U) V Q Z aw L M a Y 0 U > 0 w CO 13 W LU m a �`o 1 W O JW it 0 o3 02/19/08 ImNo I 02006 SHEET NO T-1 SPATIAL ENCLOSURE RATIO RETAIL SPACE REQUIREMENTS per approved proffers for Old Trail Village 8 OF D.U. BLDG. PERMITS MAX. ALLOWABLE RETAIL SPACE 500 MAXIMUM EAVE 1000 98,000 SQ. FT. SETBACK/ BULD-TO TOTAL DISTANCE HEIG� (BASED ON ROAD RIGHT OF WAY (FT) LINE DMAENSION (FT) BETWEEN BUILDINGS 1:2 SPATIAL REQUIRED RESIDENTIAL 1 SP/ 125 S.F. (FT) ENCLOSURE RATIO) Claremont Lane 54 8 70 35 Bmokby D" 54 8 70 35 Marlbeck Dme 54 8 70 35 Old Tlail DriAe 50 8 86 33 RETAIL SPACE REQUIREMENTS per approved proffers for Old Trail Village 8 OF D.U. BLDG. PERMITS MAX. ALLOWABLE RETAIL SPACE 500 48,000 SQ. FT. 1000 98,000 SQ. FT. 1,500 144,000 SQ. FT. 2,000 192,000 SQ. FT. CODE OF DEVELOPMENT REGULATIONS approved for Old Trail Village SURFACE NO11- MAX SPACES POOL AREA TOTAL PARKING RESIDEN AL 17Nns (,) REQUIRED SPACES (SQ. FT.) BLOCK 3 REQUIRED RESIDENTIAL 1 SP/ 125 S.F. ALLOWABLE MIN. LOT MAX 67.56 AREA BLOCK RESIDEN S.F. S.F. DENSITY MAX UNITS NOW SIZE Sfi. FT.) STORIES FRONT AFFORDABLE UNITS BLOCK TRANSECT GROSS (D.U./AC.) RESIDENTIAL BUILD-ToSET- SIDE YARD REAR YARD DIST AREA FLOOR AREA TOTAL LINEE BACK SET- BACK AREA OF OPEN BLOCK (AC) CLASSFIO TIAL DETACH ATTACHE (�' FT.)DENTIAL/ NON -REST- MIXED RESIOENM RENT ACCESS % OF MIXED USE MIXED USE LOTS R/V11 �C) USE SPACE ATION AREA ED UNITS D UlLIS UNITS ENT MIXED USE L DENSITY % OF TOTAL UNITS RATE FOR SALE APARTM 3 CT5 6.8 18 122 100,, ILIA 4 0 0 0 (SO. FT.) 000- (DU IAC) PROPOSED DEVELOPMENT (CUMULATIVE OF ALL BLOCKS) FOR OLD TRAIL VILLAGE (1) HOUSING EQUAL TO FIFTEEN PERCENT (15X) OF THE TOTAL REVDEN77AL UNITS CONSTRUCTED AT OLD 7RAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN 7H£ FORM OF FOR -SALE CONDOMINIUMS AND TOWNHOUSES AND FOR -RENT CONDOMINIUMS, TONNHOUSES, APARTMENTS AND ACCESSORY UNITS EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WI7HIN 7HE OLD TRAIL VILLAGE DEVELOPMENT SHALL DESIGNA7E THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUB,.ECT TO THE 7ERMS AND CONDI77ONS OF PROFFER /2 OF ZMA-2004-024, INCORPORATE AFFORDABLE UNITS AS DESCRIBED IN PROFFER /2 OF ZMA-2004-024, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR 517E PLAN SHALL CONS77TU7E A MINIMUM OF FIFTEEN PERCENT (15X) OF THE LOTS IN SUCH SUBDIVISION PLAT OR S/7E PLAN. (2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40x) OF THE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR -SALE UNITS. (3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30x) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS (4) WHEN BUILT -WT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS ACCESSORY UNITS" SHALL MEAN ACCESSORY APARTMENTS AS DEFINED IN THE ALBEMARLE COUNTY CODE, CHAPTER 18, SEC77ON 5.1.34, AND A UNIT WITHIN A 700 -FAMILY DWELLING AS A T00 -FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM ST47EWIDE BUILDING CODE. (5) THE OWNER MAY "CARRY-OVER" OR BANK" CREDITS FOR AFFORDABLE UN17S IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNA 7ES AFFORDABLE UN17S 7HAT/N 7HE AGGREGATE EXCEED THE FIFTEEN PERCENT (15.X) MINIMUM FOR SUCH SUBDIVISION PLAT OR 97F PLAN, AND SUCH ADD17IONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE F7FTEEN PERCENT (15X) MINIMUM ON ANY FUTURE SUBDIVISION PIAT OR 97E PLAN, PROVIDED HOWEVER, THAT 7HE MAXIMUM NUMBER OF AFFORDABLE UNITS THAT MAY BE CARRIED OVER OR BANKED SHALL NOT EXCEED FIFTEEN PERCENT (15X) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT OR 97E PUN. (6) THERE ARE NO OPEN SPACE AND/ OR RECREATION AREAS WITHIN THE BOUNDARIES OF THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD TRAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT. PARKING REQUIRED SURFACE SURFACE NO11- RATE OF PARKING SPACES POOL AREA TOTAL PARKING RESIDEN AL 17Nns (,) REQUIRED SPACES (SQ. FT.) BLOCK 3 REQUIRED N/A 1 SP/ 125 S.F. 72 8445 WATER SURFACE 67.56 AREA BLOCK RESIDEN S.F. S.F. TOWN CONDO M##u4/ GROSS MARKET RATE UNRS TOTAL# AFFORDABLE UNITS AREA OF AREA OF RECREA FOR TOTAL PREVIOU AREA OF OPEN BLOCK (AC) CLASSFIO TIAL DETACH ATTACHE HOUSE APARTM TOTAL RESIOENM RENT ACCESS % OF BANKED SLY LOTS R/V11 �C) TION SPACE ATION AREA ED UNITS D UlLIS UNITS ENT UNITS L DENSITY % OF TOTAL UNITS RATE FOR SALE APARTM ORY NUMBER TOTAL UINITS BANKED (AC) AREA (8) (6) (SO. FT.) (DU IAC) OF UNC UNC UNITS ENTS UNITS UNITS 1 5.1 54,500 0 0 0 78 78 15.3 82 79.5% 0 14 0 14 17.9% 2.3 0.0 4.3 0.54 WA WA 3A 2.9 4,000 0 0 0 0 0 0.0 0 0.0% 0 0 0 0 0.0% 0 0.0 0.79 WA 4 3.3 2,200 0 4 23 28 56 18.7 43 7B2% 9 0 0 9 18.4% 0.75 0.0 28 0.92 WA WA 11 3.0 3,530 0 0 22 32 64 18.0 45 83.3% 9 0 0 9 16.7% 0.9 0.0 2.8 0.92 WA WA 12 5.0 3mixed 2,250 0 0 27 83 90 18.0 75 83.3% 15 0 0 15 16.7% 1.5 0.0 5.2 0.4 WA WA i5�) 4.9 0 15 0 0 0 15 3.1 15 100.0% 0 0 0 0 0.0% 0 2.3 2.7 0.4 WA WA TOTAL 24.268,480 15.0 4.0 720 201.0 292.0 240.0 33.0 14.0 0.0 47.0 5.5 23 17.4 3.2 % OF TOTAL AFFORDABLE UMTS 70.2% 29. 0.0% (1) HOUSING EQUAL TO FIFTEEN PERCENT (15X) OF THE TOTAL REVDEN77AL UNITS CONSTRUCTED AT OLD 7RAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN 7H£ FORM OF FOR -SALE CONDOMINIUMS AND TOWNHOUSES AND FOR -RENT CONDOMINIUMS, TONNHOUSES, APARTMENTS AND ACCESSORY UNITS EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WI7HIN 7HE OLD TRAIL VILLAGE DEVELOPMENT SHALL DESIGNA7E THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUB,.ECT TO THE 7ERMS AND CONDI77ONS OF PROFFER /2 OF ZMA-2004-024, INCORPORATE AFFORDABLE UNITS AS DESCRIBED IN PROFFER /2 OF ZMA-2004-024, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR 517E PLAN SHALL CONS77TU7E A MINIMUM OF FIFTEEN PERCENT (15X) OF THE LOTS IN SUCH SUBDIVISION PLAT OR S/7E PLAN. (2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40x) OF THE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR -SALE UNITS. (3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30x) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS (4) WHEN BUILT -WT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS ACCESSORY UNITS" SHALL MEAN ACCESSORY APARTMENTS AS DEFINED IN THE ALBEMARLE COUNTY CODE, CHAPTER 18, SEC77ON 5.1.34, AND A UNIT WITHIN A 700 -FAMILY DWELLING AS A T00 -FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM ST47EWIDE BUILDING CODE. (5) THE OWNER MAY "CARRY-OVER" OR BANK" CREDITS FOR AFFORDABLE UN17S IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNA 7ES AFFORDABLE UN17S 7HAT/N 7HE AGGREGATE EXCEED THE FIFTEEN PERCENT (15.X) MINIMUM FOR SUCH SUBDIVISION PLAT OR 97F PLAN, AND SUCH ADD17IONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE F7FTEEN PERCENT (15X) MINIMUM ON ANY FUTURE SUBDIVISION PIAT OR 97E PLAN, PROVIDED HOWEVER, THAT 7HE MAXIMUM NUMBER OF AFFORDABLE UNITS THAT MAY BE CARRIED OVER OR BANKED SHALL NOT EXCEED FIFTEEN PERCENT (15X) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT OR 97E PUN. (6) THERE ARE NO OPEN SPACE AND/ OR RECREATION AREAS WITHIN THE BOUNDARIES OF THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD TRAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT. PARKING REQUIRED SURFACE SURFACE TOTAL RATE OF PARKING SPACES POOL AREA TOTAL PARKING WITHIN REQUIRED SPACES (SQ. FT.) BLOCK 3 REQUIRED N/A 1 SP/ 125 S.F. 72 8445 WATER SURFACE 67.56 67.56 PARKING PROVIDED SURFACE BLOCK SPACES ON -STREET TOTAL WITHIN SPACES SPACES w BLOCK 3 w w N/A 3A 72 37 109 Lac. No. 035791 6. 6 -IE -01h Z O H y� W ce V e z W W a w c� z z O w 0 J 0 O YIw w x Z F ets 0 ..Ia w Jw w w N/A O w 0 T-2 0 00 e z W W a w c� z z O w 0 J 0 O 308 NO. 02006 N/A SHEET NO. T-2 i1.. r0POGRAPHY PRONDED BY JENNINGS S7EPHENSON, PC IN AUGUST, 2006. VIE ELEVADON VERIFIED JANUARY2008., 2. THERE /S A MPO STREAM BUFFER ADJACENT TO THIS SITE AS SHOM7V ON THIS SHEET. ^� J. THERE IS A FLOODPLAIN ADJACENT TO 7741S VIE, PER FEMA MAP 451003CO2290, DATED 02-04-2005. 4 . MPO AS SHOW ON THE PLAN IS 100' OFF EXIS77NG S7REAMS OR 100' OFF ME7LAND.% OR THE FLOODPLAIN SCOTT C LIA41T IN THE LOCA7101V 774AT 7HE FLOODPLAIN IS GREA7ER F _ "-6 U Lic. No. 035791 N `� 5. THIS SITE DOZES NOT CONTAIN ANY CRITICAL SLOPES (SLOPES GREATER THAN 25x). III BENCHMARK S .4- _ _ \ /Z EL-OMM°aNHo� 656 ONAL \ \ \ Q ' + \ _ - _ NAD 83 _ 6Sg / 1�J 1,` - - - - / / I `\ \ 10GANG SAAB 6,%—, 60. \ \ \ ROAD --6 ° CULVERTSEM EXffnNG _ UNDR \ \ 0 666 \ \ - \ \ \ \ \ \ \ v- E70S71NG\ \`VA [A I ..`I �.. I ' I , � � � EASEMENT � ,\ `• \ \ \ \ \ \ \ \ \_\\ � �` \ Q o J LS ee iI o _ DB 2>i88 PG 1-15 V Vi BLOCK'111 J1I (IJ I.1' I'IIIIfI \��2-- _ '� \- \\ \\ \\ \I I I �\ \`, \ if I I 1. I `q I•:I I I I �,� _ / / — — \ \I , ,' I ; I I \ 1�0 \FUTURE lob" — — — \ ' , / ; OLD TRAIL I _--- - �-- __ � , r - l / l / l_ ' l I .IPARK 67z, 11 I I I ' III' ` I ' 4ae �: I I I 1 I / 6 — \ / / / f f / f !- J ) �� 1 I. sae -- JI1 IIiI I III„ v- -676 -sus ° „ fn BENCHMARK \ \ \ \\ \ \ \ \ y \ M TOP ofBOX' V EL. -688.88 - B3 / \ \ M NAD \ \ \ \ \ \ \ \ \ \ \ EXiS1pIG 1OD PLAIN \ \ rn � /6 - � \ � \ \ �` \ \ \ \ \ \ \ FLOOD PLAN �@ W N 3 - - _ o EXGTING S7RE/W \ \ \ \ \ \ ° Z .I --169R, � � J X94 un L9 O 69 R� 6g2 — °\ rA �%.I j -- _ _ ,\ \ BOO— — — 174 00 \ \ \ \ \ ckb- - - - -\ DRIB/~ - - i� I T� I \ I 1 1 — — _19 4c) — -BROOK — E�ROAD _ — _ OWN -— — 69&--`o ->sa0 \ so fir\ \ \ \ \ \ \ \ \ \ 56ALE` IC C Io Z LLJ 0 0 0 0. M ' Y 0 0 J m O L (� uJ Z`- u)< 0 w J .5 X0140. 02006 1"=30' sHWTNO. E-1 'vd�%A-db - � -_ ' . I \ _______'_:�__ -_ -- " -________\k.____'_._ _"_____..___. � I \ �� ..\ � �� \(46 �� \ \ \ ` : \ .. ., � \ \ \ �'C- C6^ �^ 95 �O S� `� So / i ,.�.� . - -6-70- _ _ ' _ I I \ \ \ ��_ \ - 14' T h \ \ \ \ \ \\ . A \ \ / / / , / / / / / / / �, / / / i / - - O / - rRVr VJGL/ M � _ I ! I` } \ \ ��1 ___ \'_1\ `�'\.\ \ \ . \ � \ ' ,\\ \ \_ \ \ / / / , / / / _. GUARDRAIL PROPOSED \ I , I 41, \ \ ` \ �`\ \ \ \`�.\. \"� \. \ i / / / / / / / ' 0 � . � / ' cv � RIGHT OF WAY ami � l ` � t \ '\ � , \ \~\ \I\ \ � ,' \ ,\. y \ I{ /I , , / / / / / / / / /' 'o + ; ' / ' i , ' _ 672 -- -- _. _._ _ + \ \ % \ I I I I \ \ \ \ ,\\ SCOTT COLLINSZ �� : \ \ , , , /_� - /_ - \� J\ U Lic. o. 035791 0, \ \ "\ \ `\ • \ \ \ / /' / / / / / /' / /' ` s , , ' ' / 4 f a VDOT STD. CG -11 ! I ! t 1 \ \ \ �� 1.0 � l�y .) \ \ /' CONCRETE ENTRANCE ' I , ' NOTE: SEE SHEET LL -1 FOR �'�SIO�IAL 14 \ - .. I I � . .- LOCATI OF S EET TREES \\ �\ ��� 1 � . � \ / ' '' / . 1-1 .. ON 15+5 , \ \ \ \ ,,f \ \ , / / / / A ' / + ,' ,. ': - �.' 54. 1/• t f' f \ \ \ \ \ 11 \\ \ ST r _.\� \\ . .1. / \ / / / > �. ..... - .. �- Ic . :' '... 5 ' / I , \ \ FUTURE \ , \' \ \ \ \ \ ' '\ \ \ CG -12/ / / ! �'.'... ----'-�-`_ .. 1-...�`...�_.' - . 32�' a :B +OQ'.' ' / `/ l - ' 'N \ `� \\' ' l / j ... AT:+po: :. �y /' I _ - OLD IL A \ .. 1 \ \ , \' - \ \ ( ) / / .......'. -..'.-. '.'. "....'..' '' 4.'.. .. . . ..... ..... .. _ STOP I \ \ _ \ ... \ ' \ / . / r. Y.'. 12i'. Y l / \ \• \ _ \ \ \ \ � ( , \ .. .... f . �--' . I .. / TSP): - t " SIGN \ - -- _ _ _ \ \14 � \% \ - I \ * \ . -�"_ �' ,,, _- - -' ". . - "�'_. - _� ___ . . cl . I , �. �_ 0 / \ \ , \ \ \ . •-\ \ / , .. .......` .. "'.'_ . / ' �.. / / 1 1 � \ \ � \ VDOT STD. \ \STP \'... ... .:.�.. <'....'.'.'.. j '............. , r :,y r . �f•� '�. " f , _.. \ \ ; . \ .'. \ / �_ .:'. " .......... i / BARRICADE \ _ - \ \ \ 1.- \ <r\ \ , 51GN .'.\ / �. •SID AL • CG- `1 \ \ - ~ ' \ _ � \ \ � ae \ _j5 �/ _ _ - _ . - ... ..."'�".:._ .... \ J1 T . ­.. .1 . � - � I ......' ....... I... ___'�� I ) I I.. 1. 1- "I./ '. I �� 11 I... .. I., 11, ...'..... I � \ - - � - � - I - -1 \ \,\ - "R ....... .. ­' '' 1, I :�...&. - 7�� . , I...- - �. I... , - __ - �_ - � , \ %, - , ..'.-' uj 8 9 1. �'. - f ,7 1 1 - - --- \ .. \ . ........... � --I_ • 1. 1 , f ... .... ... ...... .... ... .....r \ _. _ c _ � -1 - (AI '� I .... I 11 � - - -, -_ ef .. _. �':'_\ � ....k - . . . . . \' < 2# ', ��•: < • :, : VDOT STD. � _ -- �. ~ _ w � \':. �'. .'\ . � \ %t �, .,. <, it - .. ...... ... ................ ..,.. ..i'........ ... ... - \ _ _.. \ SPEED LIMIT / _ CG -6 / ~ R.S.. . �: Z \ . .7.... . < r Lu SII. _ GN �,81. OC _ O T' i 7 _ G Z C r \ _ i 9' / � _ '�► I �e 0 ly . �c t z _ -, (nz ' - - - 1 Y f. , \ EXISTiI SAN ITAR x .'. 1. i ........... _. �, �.� :l VDOT STD. �N_._Lu 2 \ �\ 1 R! a - \ s� ... Tf� �T i' CG -1 � - \ �o. V !"� \ VARIABLE WIDTH \ _ _ _ 2 \ \ \ \ k \-_ --- -- RELOCATED / , ;f .s . . \ EXISTING ce \: \ g. \ \ �, \ \ r <. �< «' I'::.' , �: 1.u. 90' SIGHT DISTANCE - - - - - - f\ \ + CG -12 \ < ; , . _ .. 9fl' _'. _ - -- - -- -_ _ POND r \' " �'� \ < %''. /1.1. VDOT STD. / - - , \ \ - _ .. . . \ \ \ a� ',c �'' ' ` , ... ... ..:'��....' I ,.': - 1 _. \ BLOCK UNE its \ \ ;' , \ ♦ \ \ + \ ...... / . .. \ 2X18 DUMPSTER - _ ~ \ / \ �. i : , .... . .. LIMITS OF BLOCK 3 6, n \ \ \ \ \ it ° < .. AD \ HATH CONCRETE PAD \ / \ A' '- ` \ . \ ° • , x ' +.� �`. _ SEE SHEET S-3 , \ % , t \ ` \ \ \ \ <, 1 .... . .. - . .. - FOR DETAIL \ _. \ : f\ \ �`< 1 / c`1. '� 1 ... ..`' .�.'... q....... ...... .. ... 1. .. ........ .. ... _ f Ap . / \ \ �.4 . `` � , . �. PARKING LOT STRIPING TYP / / k \ \ \� \ �, , \ \ \ 3 < \,`, / ' TYP \ . . ♦ . , • ( _ - \ -1, I / / / / �, \ .. �'1.1. \� \ \ \ < >�Lp �0. %Q ,.: FOR PARKING SPACES is \ \ I / / \ \ \ �, \\ \ \1. 18 - . _ - - VDOT STD. - , 1 1 / / 1 1 . . . \ \ \ ` < < / c �' .... , % .. . , N N ♦1 / \ \., . \ A \ , �'` .. STOP :...1. CG -9 - _ DIV o I 11 \ \ \ % \ \ � -. 1.< PHA. , A � - I , \ < '<\ \ F c' / / / / ,' / \ \ \ ` \ \ \ .. \. \ \ \ z L< • < , ' /�D , ./ i 4 'TALL .. • ' ORA 4 - FE'll 1. t ' .,� - - - - \ i i I J f f � / / \ , \ , \ \ \ \ '` i s ;./ / _ / _ - x' R k' VDOT STD. � I I / / , .... \1. ----- l / / / ' \ \ \ \ \ \ l \ << \ .. 1.\ \ \ - r , ! :1. _ 1X CG -2 _- -- - ' - -- --- , % I f / 11 i / / / / 13' VDOT SIDEWALK AND\ ' . \ \ \ \ \ \ ',, � Y . Sj x.229 -_ G' - , , _ - �� f , / ! / / MAINTENANCE EASEMENT \ \.: \ \; \ \ \ < < . / / \ f \ \ \ \ \ \, / • ' " ' . VDOT STD. CG -11 \ / f r \ / , / \ \ \ , \ \ \ " ,. \ 4\�\ \ \ \ \ \ k' / �1 " "3�i.. ; . CONCRETE ENTRANCE _. - \ .... - - �$� \ / t11 \ , ... ;\ - _6 '� - -- _ VARIABLE wioTH \ , f I / / / \ \ \ \ \ \ \ .` \ \ CG -12 \ ' \ / __ 4 \ __ o,.. ACCESS EASEMENT - __ - - , L9 rl- / / 1 , , \ , <. , ,.... ° 1 , \ \ \ \ ./ • : -- -- -- _- -_ .. \ • s>. _ _ -6$F� f / / - -_ - M \ TYP STOP _ - / , / EXISTING R/IM \ \ \ <` . \ ( ) \ \ \ \ \ / . :. _. - - - - - �' E WA (TYP - *.. SID \ � i \ ' . I ... I I - 11 - - --- - - __ - - - I I I i ( \ Ii. z / I \ , \ , , \\t . -o .6. \ \ , . � M � __ - VARIABLE WIDTH - _ . \ �_ - y . _ \ ; �- OM1 / SKIT DISTANCE \ \ \ \. : \ .. x f /' EASEMENT \ - - 14� - ` ` - .��. d- / \ \ , , \ \ < \ \\`, i0 %'. \ ''..' / -- -.. _ .\. - - -RIGHT-OF-WAY (TYP� \ / f ; i \ M / 61� \ \, \ ', \ `, \ \ \ " 01t\ �� /- \ .\..\ �a • / , - , _. �� - _ - - - - -\_ - �' - f ' � \ \ \ I ( I ` \ _ ... \ , , . \.. .. ... \r - , \ \ \.' ': '.\ , , PHASE _ \ , \ I / \ \ \ \ \ •10 \� . ... ��..,. \1.... , :.. 8 VARIABLE WIDTH - \ -- - I / , \ \ \ L :.\ . \.' �.. �. / / - - - -- - SIGHT DISTANCE - - _ \ ; f \ ,� f f / ��z , \ \ \ \` \ \\."<,\ ,... 9.'` \ �..' / / -699 - - EASEMENT c f i\ \ \ \ \ _ NO - - - _ _ - - / - _-��~ --- f � \ \ ' ( \\ - w _ -_ - -- -- I.. \ - W / _ '� l \ \ \ \[ ,\ \\�. \ \ \ SIGN/ R/W / _. __ _ - - � - 6 \ ( \ \ \ \ �+ - -- \ ,• -. .... _.. -- 1. \ \ ` .. _ .. \ \ \ \ \ \CG -12 / SPEED LUT .- _ -- -- -- - \ _ i 1 / \ \ \ \ ` _ - __ ''� �y/y� - - - / r _ r/ \\ \ \ \ \ \ \"2' \ '\�` �p�+ \ ` 1 \ 1 SIGN / ' \ \ / \ , �� s \ \ \ Y-_- _' � \\\r\\.<<. .... \ _-��� - -- I. , , , , -- -- - � z / / / \ \ \ \ \ \ .\ / . . \<` '\ \ \ J I f/ ' / ' _. - _ .'..- - .�19.. \ �` �t,\ \ \ \ \ \ � - -0-1 \ % -- -' - 0-4 /�-1 > \ \ \ , f z / / f , -1. I . ►��\ SP�EyED LIMIT \ \ \ _ - En - __ __ - / ' / / \\ \ \\\\ < \�, , \ \ \ \ /1 fl / / / i �(� y .\ \ \'\ ..• G. \ SIGN \ \\ \ ` \ \, 40I -- - - -- - 4 -�1. \ \ _ w L9 / / / \ \ / / t / / ..... STREET \ � - / _ - _..- - - _ ._..._ - - _ / \ \ \. \.. \.' \ \ ,' �Y t SIGN ��cE \ t / \ / _ , _ 1. . �o / --- - .- -- . / ......... / - - / '-\ / \ .. \" - 700- ) z 9 ,. , .. \\ / t f / / i \/ / - A.- - .. . . /� / ) � M06K 2 - - - - -_ �_ 1� � - / / / I \ ��. A .. . I. . . . . \-< ,\ \ / / / / \ ..�.. /..-' ... / � / `b i i � / � w U \, / / / ,-1-11 /- \\ <\ :�, � ,lob s oP / ,' / /- / /' - � / / �� \ \"; ,\1. \;"'" \ / / I AGN ; , 1....':.'. '/ P� / / - / _: - / - _ - - - - - ­_ / I/ \ \ lli � �;' . . . . � . . . , . . -- / / / -_ I 1-1 . ... I z , Q I I � � - _Iq� -- - - - - " '_� - - ul J___"� / / x . 41 , N . . I . . . I I I \ " " \ - 7 0 +___ 'I- __� 11 � , , I �. ", 11 N, � __1 - .1. .. __ .' ____ �) _- - (A ' ' z _ - __ // /' / L\ \ \ < / / y - SOC, / / _ /� / / -- -- - - -- - - _ -. - _ O I .\ \ \ \ �, �_ -1711- ,,,, j F --R / ' / c - _ / wQ ' r \ \ - ,rod / . _ - �, - / / *� _. _. 11 f / \ \ \ \'\ \ \ - _ i / / \ \ \ ' \ \ I \ .. \ <`� - " _, < / -�QF�- j / _� _ -- - --- --- -- _ T rv,a z �g� / t \ `. / , \ \.. \ - / _ / CURVE TABLE - /LINE TABLE r�.11 � \ \ \ \4` . \\ `\�\• \\ 1�i ' 1 \' - / <, � r, = A' o�� �. / _ -- _ _ I\ TSO'\- -- _.- _. ' - -_ \ �■■■ I r CURVE LENGTH RADIUS C1J0RB$E MN& CMORU C1 104.83' .00' N74018'S5.58"E 104.34' C2 132.58' 524.50' N87.47q01.84"E 70.30' C3 140.3r 312.00' N76' .64'E •- 438. C4 I 2.33. I w I 180.1m -i- 1482'4530.96"E 217.33' C5 I 75.7P -1 1047.45' S43'28'00.58"E 75.73' C8 38' 300.00' S36.00'48.3T'E _ L w.2r--... LE BEARING LE TH 1 - 06.00' 0 Jr30 ►- 0 34.45"E 132.58' L4 I N5A•18'20.36"E I 171.75' L5 S41.23'42.45"E 110.88'/ °: ���'Aw 10 w M E • G'. Ill #A H�' • v ,y /y_� wl a - ;'w�Z�I'`'' a m'!*wp , I � �, r � Z :5CL W H F- O J J Q 0 CL M Y U O J m J 9 J f C c ! •4 AK II E f c 2 ii c Z < 0 L s c 5 i c Z z E c c c c t k c c s 0 / w 0) 0 a 3 CL c 0 3 u n L 0 OL W F_4) U 3 J..4 -0 V / O L_ a Va E 'c c z w w w z 0 z w V) z J 0 U 0 L_ 0 Q 0 L_ 706 NO. 0 02'006 0 0 SCALF ° 1 "=30' 0 1 toc 0 SHEET NO. a S-1 N m 0 f 0 ►- 0 h _ c ui 3 U L iA 0 ' 706 NO. 0 02'006 0 0 SCALF ° 1 "=30' 0 1 toc 0 SHEET NO. a S-1 N m 650 ' 6-4 \ 1. THERE ARE NO IMPACTS TO CRITICAL SLOPES FOR THIS PROJECT. _ - \ �' i - ' �2 O ® 2. THERE ARE NO RETAINING WALLS PROPOSED FOR THIS PROJECT. ■ r ■ \ ` �� \ `\� / - - 3. THE PROPOSED DEVELOPMENT IS OUTSIDE THE 100 YEAR `t \\\\\ SFF- gEl� \ �\b % \ ®®.,FLOODPLAIN. \ \ \ \ \ �\ \/ \ SCOTT R COLLINSZ cv 1 NOTE: ABANDONED SANITARY SEWER MANHOLES TO BE - �U Lic. o. 035791.'b. o\ \ \\ \ \ \ \ \\V \\ \ ``\`\\ i CUT OFF 2' BELOW SURFACE. ABANDONED SANITARY ® @ SEWER PIPES AND MANHOLES TO BE FILLED WITH FIX7i/RE COUNTLLITA MUST BE SUBMlT7ED TO THEACS4 ANO REVIEWED - A� �'_'$•Oa \\ \/ _ _. - FLOWABLE FILL. A PLUG IS TO BE PLACED AT ° @"' '%y N o \ \\ \\ ' \ \ E EXISTING PIPE - PRIOR TO CONNEC7/QN BEING MADE TO THE WATER A4A/N AND ACSA RELEASEa.b` JONAL N \ �\ \ \\ \ -MANHOLE-l-,13.- / UCKINGHOLE-1-12 OFTHEWA7ERMETERS. \\ \\ \\� \ \ - � DOWNSTREAM INVERT WHERE TH �\ \\ _ TIES -INTO / - CLASS 1 RIPRAP ' VDOT STD. CLASS I ENERGY DISSIPATER OUTFALL 662 \ \ \ L-20', W-12', D-2' \ _ 4r 3 \\\\\\ RIPRAP OUTFALL �\\\ \\ \`\.-- \ �� 664 ` \ \ \\ \ \\ L-20', W-20', D-2• R\\k\ \S ..\ , \ \ EXISTING SANITARY f - \ , ` o ° \ \\ \ \\ W/ GED -TEXTILE UNDERLAYMENT\ .\\ \\ \ \ \� ._ \ EXISTING SANITARY \ "� SEWER EASEMENT ` . r ®. CLASS I RIPRAP SEWER \ sss o \ \ \\ \\ \ yi \ L \ \ \\ \ \ 120 CLASS 52 L -20'.D -2'.W-1 Y \1` \ \ \ \\\ ; \ \ \\ D.I. WATERLINE W/ CEO -TEXTILE FABRIC / UCKINGHOLE-1-13 \ 668 \ \ J ` v ` \\' \ \ '��n� p `dry \ - _ / NOTE: PROPOSED SLOPES STEEPER THAN 3:1 SHALL HAVE MH_1LOW MAINTENANCE GROUND COVER, NON -GRASSED. �•'� .MH -S \ --PROPOSED- - EXISTING STREAM ° �\ ' o \ / GU AIL, t , 42" TEMPORARY. 1 L-27, S -0.5x, - VDOT STD. ES -1 �\ �� \ \\ INV. IN -673.05." INV. WT -672.94\:'\ ui EXISTING SWIM FACILITY �� AA „:_A \/ r _' / �- - I 15+p0 ' cu - , a \i SPR _ J / \ '.\' ' \\ i \\ ,. \ \ \ ` • SAN \ f \ _ \ - ,` _ - - - p epi � v � o \\ \\ FIN SH F OOR OF L 12'X6' TEE Q K = � 12' NOTE: STORM STRUCTURE 4 U00 GHOLE-1-15. \,;_\ 6• Q� - r i M II 'o M G 3,5 SHALL BE PLUGGED UNTIL rr cu STABILIZED ANDTIME AS THE THE AREA SUCH \\\ \'FlRE HYDRANT \ >'\\ -9, ABANDON EXISTING ' rr - I i I I i \ O\ m TEMPORARY PIPE IS REMOVED. i \'.,:\ \\ \ ` \ SANIT Y SEMFlt l - �. 2' METER AND I� o h w i�J�� �,r',.F�T', BACK w PREVETITERI � I I Mlow 0 \; PROPOSED DOGHOUSE rr' f - t T I I O1 � �r � 5- / \ \ \ MANHOLE OVER EXISTINGr� `SANITARY SEWERLim i CN f 16 / O MC4 Lu , R\ ♦� WATERLINE CONNECTION TO UPPER BALLARD FIELD Q 06 ® ' z G - • H . \ \ 'EXISTING UPPER o BALLARD FlELD o �, :�,_ \ \ \ . \ ` \� •'\ \ \\ \ \ \ �, \ ', ' . ' / � 22-5' BEND 12 WATERLINE O \ \i</'\ \ \\ 684 \\ - - ; a \\\\ \ \ ® ,\ PROPOSED 12' \ _ , \' - - '-686. 0 • o D.I. WATERLINE • \ \\\ b\• •1\ i .:: .225• BEND. - - \\ W 1"1 ° o °"o ' \ INSTALL OFF PROPOSED' ♦ 6 \ \ \\\ \\ / �� / 88 - \\\\ '° \\ v W \ SIDEWALK\�� \ C'\ .f \ "� �� - / \-. - - _ - ` c R/IM / _ \ t n 3 V � O \\ \ \ ®. \� RE HPDR 12•)(6• TEE - - -6$8 x Fl ANT Z Q Z _REMOVE EXISTING 12' G.V. 12' CLASS 52 \ V •TO -PLUG AND TIE-IN EXISTING UPPER BALLARD®® ` , A:A AAS VA A 6 _ - - D.I. WATERLINES - _ Vv V A A PROPOSED 12' WATERLINE ® - ` \, . V AA� \ , \ \ • V, '. 6�, - _ _ 9�- _ _ - \ V 12'X6' TEE \ \ U o n \ \\ \ \ \ \ ®®®" Z \ . \ \\� \2{j FIRE F{�DR• / § \ 6' Ci V._ \ M FlELD 12' WATERLINE \'. \ i - - - - 69i Y 0 692" - \ \ o" - \\ \�. MH -3A Ln w W s 90 v O J Qi v v v )p\12 G.V. \\ \ \\\\\ \ \00V ,vAyvv`v - \•\\ �4>;\\Ai �� -696 - - MH -6 a �x +� TO PROPOSED TIE-IN ROAD z 1J-4 wG vvv v V 12W TEE - \ \ \ \ \ 6q6 \ 2-1Y G.V. PROPOSED BROOKLEY DRIVE i \ \ �\ \• \ 90 v V AvA V y V A V 12' WATERLINE / A V AAf! VA A. " V ' / Grp B� V - 8' G.V. V`• ` \ V\v ��\V\AAAAvA A', � . /6ap �_ `V t A� �J►A.�A-,•v _ PROPOSED DRAINAGE CiT PROPOSED 12 ° � W D.I. WATERLINESbv \\00 VA VA A vA vA v v V. '•� `v\ AV AA AAV A e%V .A v v� \i. `VA VA A�;V A� v v vv vv v `A �v GRAPHIC SCAM Pipe No. Sae (incMe) Mu Depth(lest) E4rarnad Width Requited (foot) Eaosnerd VWdth Pmwded (lost) 1 42 3.97 13.4 20 3 42 SAO 17.7 20 5 42 5.12 15.7 20 88 24 3.85 11.7 20 7 42 4.08 13.7 20 9 42 5.01 15.5 20 11 42 4.79 15.1 20 13 38 6.04 17.1 20 15 38 1 11.49 28.0 28 17 2812 28.8 27 19 38 13.17 31.3 32 26 24 1 5.28 14.6 20 28 18 1 4.88 13.3 20 34 15 5.33 13.9 20 36 15 4.87 13.0 20 INSTALL WA 3' CD- OFF E/P W \ \ O v 11.25' BEN\ / \ / / i Y� o ", - / X. / F 9« / 8• Pl UG- NO. « ° Bl_F ■■ i i\ \\ \\<>• ;, //� `- - - 2006 0 o ,s x 64/ \`\�� r. \\f�\. \ \. -_ .-'/ ✓ / .�/ / 2-!�_ OSCAIP of \ \000 \\\\ \ ,./ \\\ `L \\\\ \'.` /- 'y 10=301 `o c IN FEET • \ \\\ \ \\\\ \ \ ,' 1 inch = 30! ft ' \ '�t-\!\ .\\ \\\`� .\ - _ '- /' .- A'/ MI'} 4 sXEE. Mo. ap PLUG i _ o - y ; �ydti�-0� LIST 1: GENERAL CONSTRUCTION NOTES 1. PRIOR 70 ANY CONSTRUCTION NTHIN ANY EXISTING PUBLIC RIGHT--Or-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCR£PANO'ES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL COWFOPM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURE'S SHALL BE PROVIDED IN ACCORDANCE NTH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARIN& GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND OSAIRBED AREAS ARE 70 BE FERTIUZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 21 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED ETCH MAY BE REWIRED NHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABUZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM NTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS 07HERWSE N07FA ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY NTH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BUSTERS A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREWN77ON OFFICE PRIOR TO COMMENCING THE WORK. 2. ALL FEDERAL, STA 7E, AND LOCAL R£GULA77ONS GOVERNING CONS7RUC77CN SAFETY SHALL BE ADHERED TO AND ANY WOLA77ON OF SUCH REGULA77ONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR ANO/OR DEVELOPER. 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLAS77NG SHALL BE DONE NTHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED *VRK OR ADJACENT TO ANY 0774ER STRUCTURES UNLESS PROPER PRECAU77ONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLAS77NG AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS. 5. BLASTING ON SATURDAYS: SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WIN SPECIAL WFITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. - 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXIS77NG U77LITY, IT SHALL ONLY BE DOVE WITH DIRECT 'ONSITE' SUPERVISION OF 774£ AUTHORITY. ANY DAMAGE AS A RESULT OF BLAS77MG OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CCN7RACTOR. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBNECT TO INSPEC77ON BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. 7H£ CONTRACTOR WILL BE RESPONSIBLE FOR N077FYING THE PROPER SERVICE" AUTHORITY OFF70ALS AT THE START OF THE WORK. 2. THE LOCA77ON OF EXIS77NG U71LI77ES ACROSS THE LINE OF THE PROPOSED 1WRK ARE NOT NECESSARILY SHOWN ON 7HE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT THE CONTRACTOR SHALL ON HIS OWN INI77A77VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONS7RUC770N SHALL COMPLY N7H THE CURRENT EDITION OF THE GENERAL WATER AND SEWER C0NS7RUC710N SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NA77ONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR N077FYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAW A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS AND WATER LINES ETC. 7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. 9. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER ROAD NOTES GRA 1. THE LA TEST EDI77ON OF 774£ ROAD & BRIDGE SPECIFICATIONS THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA17ON SQ£CIFTCATTONS SHALL GOVERN THE MATERIAL AND CONS7RUC77ON METHODS OF THIS PRO.ECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY W►D774 AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGEFAT70N SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND WGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF THE SUBGRADE. DRAINA 1PPIIP.E CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2 STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENG7H AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE NTH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATIONS UNLESS 07HERWSE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER NLL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED ME7HOO OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J TEST REPORTS ON SELECT MA IERfALS MUST BE SUBMITTED SHOVING 7HE MA 7ERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR III PRIOR TO PLACING AGGREGATE BAS£. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE" WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT 774E COMPLETION OF THE INSTALLA77ON OF 774E AGCR£GA TE BAS£. IN 7HE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 O 0.3 GAL/SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE NOH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 9. ENCROACHMENT' POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED W17HIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED 8Y PERMIT ISSUED BY VIRGINIA DEPARTMENT OF IRAN SPOR TA 71ON MAY BE LOCATED WITHIN THE S7REEIS RIGHT OF WAY. CURB AND SLOPE VARIES I BIT. PAVE. SURF. CRSE. AGGREGATE SUBBASE CRSE. GRADED & THOROUGHLY COMPACTED SUBGRADE SUBBASE DEPTH IS BASED ON AN ASSUMED DESIGN CBR VALUE OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL BE PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO PLACEMENT OF SUBBASE. TYPICAL ALLLTY Ori Fk?" C SIMON 8xt r CITE SLAB 7'TIWCK SLOPE TO DRAIN TO aurrat Soon W 0 2e 4a)I (Ern) CLASS AS CONCREM WrrH �w UW2.1~AND BROOM FINISH 21-A, r THICK DUMPSTER DETAIL' NOTE: PLEASE SEE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DUAL. 1 2 PAVEMENT LOCATION GI T--- -- SM -9.5A 21-A PARKING LOT 2' 6' DRIVE AISLE 2' 8' SUBBASE DEPTH IS BASED ON AN ASSUMED DESIGN CBR VALUE OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL BE PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO PLACEMENT OF SUBBASE. TYPICAL ALLLTY Ori Fk?" C SIMON 8xt r CITE SLAB 7'TIWCK SLOPE TO DRAIN TO aurrat Soon W 0 2e 4a)I (Ern) CLASS AS CONCREM WrrH �w UW2.1~AND BROOM FINISH 21-A, r THICK DUMPSTER DETAIL' NOTE: PLEASE SEE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DUAL. PAVEMENT DESIGN MAY BE REVISED WE TO SOL CYWDI77ONS A T TIME OF CONSTRUCTION. A PRIME COAT SHALL BE APPLIED BETWUN THE AGGREGATE &ASE AND ASPHALT COURSES N ACCORDANCE NTH V.D. a T. STANDARDS WXI I' CONCRETE SLAB r TIN]( SLOPE • TOWARDS PARKING LOT 800E W 0 28 M'. (Mr ) CLASS AS CONCRETE WITH SW W2.1.W2.1 WWF AND BROOM F04M Table 4: PaLpnert T PaNernsrt n Guide - R/lr u GI T--- -- I Pavement Desks 4' LbNO W y,�Ny v - CURB & GUTTER PANT OF F)NISHEO GRA CG -6 CURB & WTTER - 4 IE 1.0 o FA N - -- Street Deska Data Sheet Lootim 9 HCV 3'1 Vw.. ORO" SSV Dr I•.I• -- 1// T' SM AS f 4': f' 1�j• 1 "• 1' b a OOSf. O(d.10 iT 300 10 .. 5 5 11.24 sm9.5 2 2.25 I 21A 8 0.6 a' PLANIwC MarlbeckDrive 240 e" 340 5 5 10.67 sm9.5 7&� SSsP 4 8 PIAN7IIC 4' 1491 21A Mit. FL fL av-13 CTIA SNI SIIYL MQow.. Public 20 Naliaw4 10% 10 20 225 128 S OAST. arOlM Marlbeck Drive Public 20 120 101/6 16'- �6. 5" 225 128 Table 1- VDOT Sub. Str. (IRAIEL LA4E) (MAIEL LAI!) (PARING LAME) u' TYPICAL ST"ET S'JiL^7ION NT)TH PARRL"W ONJP SIDS' (55' R/*r) CLJRAMjw L/Hl NOT 7V SC.MLJ' R� GI 4' cavc)ww 9DENALW CG -6 CURB & GUTTER PONT q` FINISHED CR CG -6 CURB & GUTTER 4' CONCREW R� �, oar. GAMM 1-0'r suras SIDEWALK s' ILO' I j• r'•1' OAST 6R01wD St 6' PLANING4' �• • ~ a' IVOT 21A SiiM '• � \-r MMMM PLANIM slew SAX SM -25 ?r A SI RE 4' 1007 21A snwe SAW Dar. GAO" 0 3 5" 6' 13' 16' 6' S' .S EAST. 4rPGEwO (MAWL LANE) (IRAN LANE) (PARING LANE) ss• TYPICAL ST", If l' SAXON IIITII PAR"jW ONA' SIDS' (55' RI K) JfARLBJCd ,aVVff MDT 7V .SCALE PAVEMENT DESIGN MAY BE REVISED WE TO SOL CYWDI77ONS A T TIME OF CONSTRUCTION. A PRIME COAT SHALL BE APPLIED BETWUN THE AGGREGATE &ASE AND ASPHALT COURSES N ACCORDANCE NTH V.D. a T. STANDARDS WXI I' CONCRETE SLAB r TIN]( SLOPE • TOWARDS PARKING LOT 800E W 0 28 M'. (Mr ) CLASS AS CONCRETE WITH SW W2.1.W2.1 WWF AND BROOM F04M Table 4: PaLpnert T PaNernsrt n Guide - ----- u - T--- -- ---�-r- Pavement Desks - -- ---- - RF= 1.0 o KO 6 N - -- Street Deska Data Sheet Lootim ADT HCV Deslp CBR SSV Dr Surface Y A Base b a Subbase b a Dp Claremont Lane 300 10 400 5 5 11.24 sm9.5 2 2.25 BM -25 3 2.25 21A 8 0.6 16.05 MarlbeckDrive 240 10 340 5 5 10.67 sm9.5 2 2.25 BM -25 3 2.25 21A 8 0.6 16.05 GENERAL CONSTRUCTION N07ES FOR STREETS 1. CONS7RUC770N INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2 UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR W17HIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WA IERCOURSE. 4. GUARDRAIL LOCA 77ONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIA 7E END TREATMENTS NLL BE FIELD VERIFIED AT THE 71ME OF CONSTRUCTION. AD017IONAL GUARDRAIL MAYBE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL REVDEN71AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT STANDARD PE -1. 7. COMPLIANCE NTH THE MINIMUM PAVEMENT W/D77-1, SHOULDER WIDTH AND DITCH SECTIONS AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBNECT TO FINAL SUBDIVISION PLAT VALIDA770N. SHOULD THE FINAL PLAT FOR THIS PRO.,ECT EXPIRE PRIOR TU SIGNING AND RECORDA77ON, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CON7ROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR 07HER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. 774E SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANSI77ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 13. A VIDEO CAMERA INSPECTION IS REWIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WIN W07 -S VIDEO CAMERA INSPEC77ON PROCEDURE AND NTH A VDOT OR COUNTY INSPECTOR PRESENT. C. (3000 PS AT 28 DAY, O. WNW 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE TRIP GENERA TION 1 N - 200' Lia 740. 035791 �� 6•�g obi Z 0 o H � !Y H W w 0 CEJ ul z ■ n Ln 0 Wu 6 W N V) 4Z J W V / 0 J 0 M Y U 0 W H 0 0 I 1 0 n a Flo 1�11. u �i w o KO 6 N - -- Street Deska Data Sheet Public or Desip Speed Mia. CL hux. Mia IF Mia K Mia Mia. b t.Mia Mas Mia Sources for SgWdarb Private no radio ft. Grade elest an St"FiNg St it travow* ROW sbowWr Maiteaaoce Sigk Dirt. Ft. y width widtb width Mit. FL fL Claremont Law Public 20 120 10% 10 20 225 225 128 Table 1- VDOT Sufi. Str. Marlbeck Drive Public 20 120 101/6 10 20 225 225 128 Table 1- VDOT Sub. Str. Lia 740. 035791 �� 6•�g obi Z 0 o H � !Y H W w 0 CEJ ul z ■ n Ln 0 Wu 6 W N V) 4Z J W V / 0 J 0 M Y U 0 W H 0 0 I 1 0 n a Flo 1�11. 02006 AS NOTED SHEET NO. S-3 e�za�06 u �i w o KO 6 N 'u n° 02006 AS NOTED SHEET NO. S-3 e�za�06 FRAME A COVER (SEE FIC. S-I-O.E) SLOPED AREA "WEMrLOK' TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE — PRECAST REOIFORCED CONCRETE SECTIONS '0" RING SEALS — MWMMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET. — DEPTH OF FLAW I � TI CHANNEL TO BE3% DIA ETER OFL CONTTIBLIIWG SEINER. A FTED INVERT A SM00 ILE TRANSITION OF FLOW BETWEEN e h OUTLET PIPE SHALL BE STREET SURFACE OR NON -PAVED AREA V-0' MAX L'u VARIES �— MBI. 6' BEDDING NOTE : W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINN" AND SHALL BE SPECIFICALLY DETERMWED BY THE CONSULTANT FOR THE SOIL CONDIT 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, UFT HOLES, INLETS, OUTLETS TO BE SEALED A GROUTED WSIDE AM OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN r NTS FIG. S -I -A IN ANCHOR BERT CN CENTER IRE Or am FOR 80" BO• THROUGH Ir USE 2 SHINS ON IV" ADAOIIIT 71) BELLS - FOR 1C SEND AE 3 SIRAPS AS SHOW ELEVATION PIER ALL EWOKD STEEL IOM 2 COATS OF BRAAIOYO PAINT r AAICNN sORI TRAINB'BSB MOs. poegUL& EIG BALL NOT K LAIGATER VRHBN THE MOUNT OF WAY. a 3EE MART i /I INAERIMN M SEPONTLH OF VATER E SEVER LIES. I/TLITQ Cogam A WATER Q TITER EASEMENT BOLI BE AT 7► TO THE RIGHT O WAY. UTNJTY LOCATIONS & EASEMENT WDTHS NTB F4 V -I I mu IOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL B. INITIAL BApffLL B" BEDOING X66 STOW • STABLE SOL ROCK ' SCRAPE THE BOTTOM Or THE TRENCH. NEMOW ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOL OR PROVIDE A r BEDDING OF FOB STONE. FOUNDATION IN PADOR SOIL UNDER -CUT CONDITION NTlK BACKFILL FINE 088 STONE NOTE I.NO ROCKS SHALL BE ALLOWED WITHIN 24' OF THE WATER LINES. 2, NO ROCKS LARGER THAN 6' IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE URAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6' LIFTS. 4-140 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL. BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING — NTS Boost MotaLi. ammorDE H w"m WI AM .N4BIRIIAIM:RIIIRL.WIF . IyM` 1RIL/41< OWL aw A wow ,UA �, fj R'AItArAm"BE114:aft A TMIMwom MKCA4I Ce1C W "N110LE aA4S S 1 BE FABRICATED W ACCge.WLE "TR PART V. $CTI011 o V TCY !Ea"CATRNIS L OI. B NOTE HYDRANT MIST BE V RSSVER EASING SANTMY a rnlarR aLocxs sE"x wrt DOGHOUSE OPOW BL ; • �: M W. tz' tl ARAICE I BEt'A¢N ElaSTING PPE M R A"'= 4R 1 I m.TIDi OF 0111111tMFLITET GC/LS. •' •T'*�' TELETHON', CABLE. ETc3 SAP art M nT PPE EASO ENT Vvrw WATER OR EE'Vf1 ONLY - N! NOSTRUMWATER E KVU -- )r NON" a 3EE MART i /I INAERIMN M SEPONTLH OF VATER E SEVER LIES. I/TLITQ Cogam A WATER Q TITER EASEMENT BOLI BE AT 7► TO THE RIGHT O WAY. UTNJTY LOCATIONS & EASEMENT WDTHS NTB F4 V -I I mu IOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL B. INITIAL BApffLL B" BEDOING X66 STOW • STABLE SOL ROCK ' SCRAPE THE BOTTOM Or THE TRENCH. NEMOW ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOL OR PROVIDE A r BEDDING OF FOB STONE. FOUNDATION IN PADOR SOIL UNDER -CUT CONDITION NTlK BACKFILL FINE 088 STONE NOTE I.NO ROCKS SHALL BE ALLOWED WITHIN 24' OF THE WATER LINES. 2, NO ROCKS LARGER THAN 6' IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE URAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6' LIFTS. 4-140 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL. BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING — NTS Boost MotaLi. ammorDE H w"m WI AM .N4BIRIIAIM:RIIIRL.WIF . IyM` 1RIL/41< OWL aw A wow ,UA �, fj R'AItArAm"BE114:aft A TMIMwom MKCA4I Ce1C W "N110LE aA4S S 1 BE FABRICATED W ACCge.WLE "TR PART V. $CTI011 o V TCY !Ea"CATRNIS L OI. B NOTE HYDRANT MIST BE $ET DOGIWSE LASE EASING SANTMY a rnlarR aLocxs sE"x wrt DOGHOUSE OPOW BL ; • �: M W. tz' tl ARAICE E PREFOL54D BY BEt'A¢N ElaSTING PPE M R A"'= 4R 1 ,Wp 4TpE BE0.Mf SAP art M nT PPE aT9Q q.W ATFA Z a xus S. o 12' T w T E Mo. 0 SHONE BEODRIO a'm'.1a' me4•m•a w Ce1CRER 0.0CKs Q15 oo DOGHOUSE MANHOLE BASE aWuL1 (2707 IAAJ E Alum BLUE $BNL FLL DIXMWSE COHNIG MOUND EaGTIMG PIPE SE Ce1aT TED ASSHOIMI aTM 3.000 Ps C awm OII flWRE 11-A aR NO,-sNR1""c mWT � lO ftOM'A "w. "BAP "ST PIPE "TN BASE NEOPRENE OA.9QT MARTIN L BEFORE i1LLRNG TRE OFEIIIIIG a s1RUCTfE IEOPRDE SECURED BY 2 ROM COINOSITE SWAPS, 1 OR EAa sDE a oPENNc EE, tr MIN. rwsr-" PLACE hhui 1000 PR BASE FOUNDATION SECTION VIEW p Z NOTES: 0 Lm L CONSTRUCT A FORMED INVERT FROM NEW SEWER UNE TO ALLOW 5 FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE HAS ACCORDANCE WITH THESEMSPECIFICATIIONS. FULLY TESTED IN W TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG S -1-A1 TD -22 NDTEs Al =jam I I �� I aInRK "p -------1-.•awr"waAar "at "rat. NOTES TT .... w yNlrall. " eb N F fNl I r1.M. i @ieNl{ la i el. N I t.l w Ia."L r/ I c �� •lR;��r��IP. iAI7i4 BMP570A' aaltAZl�'pailR.tia"..ILI �ra�T,..0 eliTi�'a I� I T� i • �r F�iAia�Eiiww PfA" w MonENFRIFw A.J. J .. V"1t �IWMiTbI11111R. `w.'i`r'wr�` r`aNiom PLAN v``S�1LIST�IaddiPeedaww :. ::. PA 9 1.C"". " ENTRANCE NINES ::..•_ P ,a••t AYeYY AYN • Mt � A aPOAI rwK YMrf ABO" -' A ■ DRRR•aT .t o"O aM • A""BR vn[. dicliE t SECTION A -A ALLOWABLE ENTRANCE wME CHANGES "rIN ar."a TO,.I �•' .� ITIIMr►iiWRl°TRA,a. .. IPP Alf Ni "P BECTON C•C 1ETIEOB OF TTEATlIIT- CDMEDTTDN FOR ST11QT M1alLCf11m STgOARD a" CRS .. CO~TM S" CURB k GUTTER Na O s r CLAN ! w� wAww P arwrn", �' TOP MMA p .= 1.aMq"pR. ' OC9TEpH MA STANDARD MAN44'N.E FRAME AND COVER ENE •IwA bwRNa"? B L OI. B NOTE HYDRANT MIST BE $ W 11 KENNEDY GUARDIAN (K -IIA) EQUIPPED WITH CIARLOT rES- o r' M UDIER CENTURION (A-423) VIIE THREADS LOCK STANDARD. IS GENERAL NOTES; `� QOR APPROAED EGUK Z a o LENGTH OF BRANCH VARIES E TIN KW94U Vr OLEL IN NRO10 w MMM WOOL n w L' MANN 7 TO 10' Q15 J (2707 e - O O o; 1_4 Z Am b za CU. 17.S KYE L K F .tlr r 0 M GRAVEL PP�I♦��E•erP,�_r eY ea • ��I1��,,�� ��R��rl�� ,, 31111,11114: VALVE L 1OA�HAMlR NTELTALi L4 ' �AII PLIAL MEPP •04P TaR�x " X a' TTEE .ice EORIEIe OB" AaYe 2550 P.s.L aNGNtE T. FI rO.M I� R� ! a� 11e MFERb TYPE B PARALLEL ..,.. RASE AND THRUST i- • ,: BLOC( AGAINST laBTBm STAGE sol. STEEL PIE wow 3/C THREADED RODS TOA MHFM TIE BOLL 5 ORTNNBLD OR MIEN EN THEE R MIEN IN ALL INSTALLATIONS W-101 - R LOCATED ARL ANCHCt ROLLS SHALL BE GALVAMZm ' TI THE VALVE TO THE HYDRANT TOTH 2-3/4• �S N ADDITION CONCAM IF NECESSARY. A T OR ASPHALT COATED L v ~ s BR 1E r1�N SHALL BE USED AS ADDITIONAL SIPPOR At XX , SON • w r Ply W�NOTE TYKc►ENGNCILMt : ►AMRALLEL 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A Y HAL COWL FROM THE MAN TO THE FIRE HYDRANT Nl IR PATI W ( INCLUDING CRIES ) i FINISHED GRADE SHALL SLOPE AYAY FROM THE FRE HYDRANT AND VALVE BOL\//�{t4j1F\() O 0 01...30., 4. TIS GATE VALVE IS ALLOYED W S/IOGDER OIH BDWD TE g1CH. e O O o O O O O INSTIL ITIS NOT ANTSS _ 5, A o0 s0 000 o LTE S i1¢ HYDRANTS SHALL BE INSTALLED AT LOCATIONS YAIEIIE WEEP 0 0 0 0000000 HOES ARE ABOVE TE PREVAILING GIOUDWATF31 ELEVATION. P REGRIND TO BE IN YET MEAS, THE PEEP HOFS SHALL BE T eoeeoeePLUGGED AND TE HYDRANT SHALL BE PUMPED DRY.B]' oeooae00000000 v TYPICAL FIRE HYDRANT ASSEMBLY DETAIL T Tfi D0W oEtteTA F wIRnIG N.TS `� CG -12 DETECTABLE WARNING SURFACE • Eff AugM 1N 2005 GENERAL NOTES M-17 aT� Y"Rala awwRB" . "Y..EaRA..R NDTEs Al =jam I I �� I aInRK "p -------1-.•awr"waAar "at "rat. NOTES TT .... w yNlrall. " eb N F fNl I r1.M. i @ieNl{ la i el. N I t.l w Ia."L r/ I c �� •lR;��r��IP. iAI7i4 BMP570A' aaltAZl�'pailR.tia"..ILI �ra�T,..0 eliTi�'a I� I T� i • �r F�iAia�Eiiww PfA" w MonENFRIFw A.J. J .. V"1t �IWMiTbI11111R. `w.'i`r'wr�` r`aNiom PLAN v``S�1LIST�IaddiPeedaww :. ::. PA 9 1.C"". " ENTRANCE NINES ::..•_ P ,a••t AYeYY AYN • Mt � A aPOAI rwK YMrf ABO" -' A ■ DRRR•aT .t o"O aM • A""BR vn[. dicliE t SECTION A -A ALLOWABLE ENTRANCE wME CHANGES "rIN ar."a TO,.I �•' .� ITIIMr►iiWRl°TRA,a. .. IPP Alf Ni "P BECTON C•C 1ETIEOB OF TTEATlIIT- CDMEDTTDN FOR ST11QT M1alLCf11m STgOARD a" CRS .. CO~TM S" CURB k GUTTER Na O s r CLAN ! w� wAww P arwrn", �' TOP MMA p .= 1.aMq"pR. ' OC9TEpH MA STANDARD MAN44'N.E FRAME AND COVER ENE •IwA bwRNa"? B EEES! Jk y`1p� p YSS......000 B 10y1 FA C FVENME Lim 0. `035791 f c n MOSINEE z M W �I..L L (V N r_ EEES! Jk y`1p� p YSS......000 B 10y1 FA C FVENME Lim 0. `035791 f c n MOSINEE z M W �I..L a (V N LL! $ W 11 o r' c w `� Z a o a� O J n w J Q15 J e - O O o; 1_4 Z O za Q � gD 0 U LLJ a Y a I o c ''nn w U NT to � O e W z z U MOMENT Q^ N W vl Z J a w ° J � o J $ n O'B 00 O JOB NO. y 02006 0 V NO SG4LE fl 0 SHMI NO. I 11 a JOB NO. y 02006 0 V NO SG4LE fl 0 SHMI NO. I 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 CLAREMONT LANE 1rc. Ao. 035791 a G •r8•oay,(, rA _/ PVI STA:14+00 t< PVI STA: 16+69.82 Z 1"=50' ° PVI ELEV:685. 9 PVI ELEV: 683.19 PVI ST 91A +^0 DO > A.D.: 1.00% Z_ A.D.: 4.67[ PVI 693.456 F K: 50.00 K: 37.51 .D..:- A.D.:-1.67 Y W LENSTA:GT :50. VC LENGTH: 50. a VC LENGTH:175.DO, K: 29.98 LP LP STA: 16+75 VC LENGTH: 50. LP ELEV:685. 4 LP E19 LEV:683.87 HP STA. 19+75,DO �� HP ELEV:693. 6 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 CLAREMONT LANE 1rc. Ao. 035791 a G •r8•oay,(, rA _/ O t< L� i Z 1"=50' ° r O 0J stt�r ta. Y U) 0 Z_ a Y W N a ce '", n S C '9 M I 11, zM a, yN ° Z � PVA STA:11+20.37 4 Y } PVI ELEV: 660.17 PVI ST 2A 541 +� 0 A.D.: 3.22X PVI ELEV: 683.876 o F o K: 31.08 A.D.: -2.86X% N ON VC LENGTH: 100.00'K:34.97 < LP STA: 11+32.58VC N W o H LP ELEV:680.55 LENGTH: 7.3 a HP STA:14+1 a � HP ELEV:683.53.53 p 'J H r rm O M Mt r O N O Y n m n n m n "aa 'ROPOSED GRADE o o+ + rf n w a+ I:i .. 685 " i 0 � ySSy In > W $ > > > W J 5 ,nJ _ < O 0 ; 680 0 c 42" RCP 211.36 LF AT STATION 15+15 O 0.50% a" 8 675 w V Nn O E w'n Itiui a rr J o 670 Z E)OSTING 7Q HORIZONTAL SCALE H W z �> 50 O 50 100 FEET yi i Y M Y >? z J 0 �» SCALE: 1"=50' O z >zz 665 z 6x11 g NOTE: ADD VDOT STD. BARRICADE VERTICAL SCALE Gw1.l ; ♦\ I \ a\\\ \�\\ \ 6 �� �riQLJ/J6�J T / o �. - - - 1x70- /ice // `• \+` �\ \ 1 \\ I I / / / / .. .: kT / / / D.A. 8 - - 6 - N SCOTT OLIdNS'Z \�. \\ \\ \ ;\ \ \ / / ' / r / / / 0.03 AC. - - ' - - \ t \ I \ \ ` / - \ Cw-0.75 \ Lic. o. 035791 Tc�8.0 min.- o \ 1 1 I \ g ORAL f� � \ \-. \♦\\ \\-0,\ \\ / / / / D.A. Br \ \•,. \ \\ \ •d \ \ \ \ r' / / 0.21 \ \\ G \\i\ / ,. / .r� / / r �i r r ro , Z o \\ ilooe \ `\ \, \ \ .) \ \ \ ;. / / e ' .' I 0.30 AC. \ :1 \ \\ r / �` Tw=0.68 o \\\ E ;.\ \ �.\ \ i' r. �'' / "'� ``l/ '•4/ ` c=8.. min. D.A. 10 LICKINGHOLE-1-1\5 \\ \ \\ \ ` \\ \ _ _ / / • ,:. �';/ ' / r� / CW 50 S8 t .1 r , ` - � i /6A _ t/`' • r / 1.29 AC V LU 1\ \\\ \\ \� i •::\\ \ \ \ \+"\\ \ 1 D.A. 3 \ 1 \ + \\\ \ + " y /\ 0.17 AC. <. \ .; A � \\ \ \ .\ ` ,, B�.: � r', `. D.A. 12. � ': , \\ CW=0.85 in. 0.25 AC. / / r ,'/� / \ \ \ 1\ \\ +\.< \a \\♦ \`•. ,��\\ \ \ \ `,+ r _ r' - / M _ -i �/ Tc-6.5 minD-k 37 °� / -- - 0.04 AC ----- ��. 1_•11/1\\ .O min. -- - w v .� Tt�B lD.A. 14aN l -6 --- ,''/ .'/ .'/ / / \ \ \\\: \\\♦ - --- ---- -- - - -- / / - - Cw-0.78 ` c} - - - - - To-6.0 min. \ M ' E ' / � / / / / / '- - - � //�`\\\\\\ \\\\\\ �\t `,. \••'\ \\�n \ / ' � /,� D.A. 27 -888--� �-'�-----_ - •�>, - -___ I � -690- � \ I\ 'I �}, L E N. b58 . - - 2.73 AC. \ . •\ \ ♦ — CW=0.75 — — / \ / Tc-7.0 min. :. / \ ` \\ \\\\ \'::i ♦ \.: ` r / r / --- ---- -- - - ----69.2- 692 - 1 t 001 \ / . - _ \ \ \` \ \ \♦•642------ `� \\ I / / N LU / / \ \ ----' - y' `\\`\\\\ \. .\\\♦ \ \\\\\\ // // �� / ,' / = -694'_' / \ \ \ ( \ \\♦ .- j \ , . \ \ \ \ r / , r / ' ' \ \ \ ilii , o / \ --�'----_ ,yam y\ \\\1rC` �\\♦ .q�•'__ \ ,\\��\\ I ,' / / /' ✓ /' - ,__----- _ _------ - - --- - 1 / i\ \\ a / \ ,-'--- i' \ \ \\\\ �•\\\♦/ .�\., ::\ \+ � t ' ,' ' ,- ______- ;.meg �0 1 � Z r.a LL '� / + \ \ \ \ ; \ \\♦ \^ \ \ \. r 90 / r ' ' _ - \ D.A. 16 / \ \ ` \ \\♦ \'. + \ / I / / ' ' 6 \ 0.04 AC. \ \r/� Q \♦ J Cw-0.75 \ \ \ \ , n W J W Lu o 1100 I \ \t •..\\ �\. .\\ 1 r // / / / \ D.A. 18 r) / / / ��� r4 H 9 \�-1 / - \\; \� 0.03 AC. 1 \ .••.•\ .. �\ !..q , r r 1 i Tc-7.0 min. / ' / ' / �' / / - b U E 300' / / - J/�''// / _---- - - _ --- O 'J i / /ice' . \\ ,��\ r pp/ r// +�'�`�t�\ p,,ti - \\ �\\\ `\ \ � � � j / / '� ` - // // 'y •l• / Lj 00 / b \♦' \\ \ \ (�\ \ / ' / // g / GRAPHIC SCALE - - - . �\ �\ /•,:. j° �.. e`J ^o W /�' Jw NO. p '� -- -�____-- \ \\ `\\♦ \ \\' 1111 �� 1�•G — � ''/'a/ / / / � ''' ___ � / / QZVW C \ , ' i ( IN neer) _ ' � , _ \ 1 . C \ \\ \ �.� � \ %/ J � �\ •_ � � // / / �� � _ , - `\ � � p\ KKg r . _ Iinch 30 �tf. -_ _��_N' k'\♦ i. `Vi/ \ y, a _�/y L� rJ,�O�/ .,\ i 1N=30r o NOTES: 1. ALL FILL MUST MEET 90% COMPACTION. 2. VDOT STANDARD IS -1 REQUIRED ON ALL INLETS WTTH THE EXCEPTION OF STR. 31 & STR. 33 16+00 10+50 11+00 11+50 12+00 12+00 1J+W IJ+w IYrw Irrw I.7rW 1.a ivrw ivrw .11. I.T. .1. Ivrw Iarw larw cvrw tura. tltw clra! LCrw u?aJuti� STR. A16 0+00 0+50 1+00 1+50 2+00 2+50 2+75 10+00 10+5010+75 PIPE EXTEN I STR. 6A - STR. 6 10+00— 10+50 11+0011+25 STR. 10 STR. 35 LF t; O F x v 1 ]OB NO. I V t` , 0 M _ MMM DP -1 o t M■ W ZaN ; JAN a 0 E 11 MEN W4 VA MA 17644 (/i — O UJ� ■II//: LL 11 �.V/.% J a V EF. O a Z �' x a L M W X ,// ON ?a U L W E )A� ...... ■I'61660E■ ISI MAN w Zrm z J �1 L�Yli, fI x J � O o w ®NOON 1zz s O$O uj J 77MOOJS 00 N ■■■■■■■■■■■■■■■■■■ME■M■M■■■■■■■■■■■■■■■■■■ IMEMM MEBEEMEMEM 71 f' • E■ NNE MENEM ■ .■■ MENNENN■ NONE ■■■■■■■■■■■■■■■■■■■■■■■■ NO MEMO, --IM■ • • f , _ �:_ „ M■■NEE■■■■■■■■■EMMEMM■■■MEN ■■M■■■N■■■■■ �■N■%� ;�■N MEMOMMEMEM MEE MEN ;11100 ■ ■■■ O� :Oijm�,111111100mkvvv il Vimmm\ MEMO== �■ ' MM MEMEM■■ r r' //II■■■ NNE■■N■ M�� MM MEMEMEM ■ ■E■ Emilio �MMEM■11111MMENEM M _. •-' ME NM-- r _' MM■EME■ _ T NFE.N FNM .:� ■■���iiiMWAVAmill NOEM _.LRA ' r .ISI •'�I / ' ��'• NEMM■E , - 1' 1, ]I ,�' II/II//I , ////%I' �/ • • • %'.W,/-_''- I '� I bill/ , ✓ .a ` -.-, I /I. i/%L%■I iuMEN . N ■�I■ IAV ;,1 ��iV ►./■%t�..i�: � / -;I ., .1!//•. .__...�,'.,�. _ -.. I I _. P1 F01 , . PAI - ■ Emmons ONE HI�� NNNON■ MEN NN AP NOON■■ : ONE ■M --: - %%%%■%' ■ ■■M ■11 . M` , ;/%�' ■ MEN EMN N■EENNM ■■��iEEEMEMM■M■EMMEMEEEMENNENEMENNENE■ ■N■■ EEE NONE MEN 0 MEM■MEMEMMENEEMEMMEMEMEMMEMMMEMM Boom NMEN EEMEMO N■■iMEMEMMEME■■ME■EM■ME■NEEM■MMEME■■EME■ "ME E� ■E MENEEMENEENEENEEMEN i 16+00 10+50 11+00 11+50 12+00 12+00 1J+W IJ+w IYrw Irrw I.7rW 1.a ivrw ivrw .11. I.T. .1. Ivrw Iarw larw cvrw tura. tltw clra! LCrw u?aJuti� STR. A16 0+00 0+50 1+00 1+50 2+00 2+50 2+75 10+00 10+5010+75 PIPE EXTEN I STR. 6A - STR. 6 10+00— 10+50 11+0011+25 STR. 10 STR. 35 LF 10+00 10+50 11+00 11+5011+75 STR. 29 - STR. 10 10+00 10+5010+75 STR. 27 - STR. 12 t; O F x v 1 ]OB NO. I V t` , 0 M _ MMM DP -1 o t M■ W ZaN ; JAN a 0 E 11 MEN W4 VA MA 17644 (/i — O UJ� ■II//: LL 11 �.V/.% J a V EF. O a Z �' x a L M W X ,// ON ?a U L W E )A� ...... ■I'61660E■ ISI MAN w Zrm z J �1 L�Yli, fI x J � O o w ®NOON 1zz s O$O uj J 77MOOJS 00 N IMEMM MEBEEMEMEM 71 f' • E■ MENEM 10+00 10+50 11+00 11+5011+75 STR. 29 - STR. 10 10+00 10+5010+75 STR. 27 - STR. 12 10+00 10+50 11+0011+25 STR. 29 - STR. 37 HORIZONTAL SCALE 50 0 50 100 FEET SCALE: 1"-50' VERTICAL SCALE 5 O 5 10 FEET SCALE: 1 5' E r ENSZ . 'I� c ;COTT �• Lic. o. 035791,'a vc n t; O F x v 1 ]OB NO. I V t` , 0 N O� m DP -1 o t M W ZaN ; JAN a 0 Z (/i — O UJ� LL J a V EF. O a Z �' x a L M W X ,// ON ?a U L W E )A� ■ O9 ISI w Zrm z J �1 L�Yli, fI x J � O o w ®NOON s O$O 10+00 10+50 11+0011+25 STR. 29 - STR. 37 HORIZONTAL SCALE 50 0 50 100 FEET SCALE: 1"-50' VERTICAL SCALE 5 O 5 10 FEET SCALE: 1 5' E r ENSZ . 'I� c ;COTT �• Lic. o. 035791,'a vc n v 1 iw io t; O F x v 1 ]OB NO. I V t` , 0 N O� m DP -1 o 1 M W ZaN ; a 0 Z (/i v 1 iw io t; O F x v ]OB NO. I , 0 N O� DP -1 o N N W W ; a 0 Z (/i — O UJ� LL J a V EF. O a Z �' x a L M W X ?a U L W E )A� ■ O9 0 w Zrm z J x J � O o w s O$O uj J 00 o v 1 iw io too t; O F x v ]OB NO. 01006 SCALE 1a=50' SHEET NO. DP -1 too 95 75 FT r A �o n ENSURE MH TOP IS SLIGHTLY ABOVE GRADE TO ENSURE THAT IT DOES NOT 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+0016+25 NEW LICKINGHOLE-1-15 TO 1-11 0 Z NONE NONE x161110, 11041MMM■ 9" SDR ;5.96 LF 0) N160 O 0 1. 0 O n N h M N r 0 n 11 n N r n a n ^ N mci n m 7 < co t0 N w W W m b' D b� m M m m 0 i0 0 W 01 O� 0 M co t0 r0 fo t0 t0 10 t0 m o 0 �0 t0 FOO 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 19+50 17+00 17+50 18+0018+25 MH -4 — MH -1 I 8' D.I. 46.19 LF O »wZ � � Q w gym, a0 tO00 co cc 0+00 0+50 1+00 MH -6 — MH -3 HORIZONTAL SCALE 50 O 50 100 FEET SCALE: 1 "— 50' VERTICAL SCALE 5 O 5 10 FEET SCALE: 1"=5' LAC. tp. 02 L 6-18- 0Z^ 0 o' ;!SF 1n j5 O N w o O J K {� oy� Z O 0 v ran a o 'D+ a0« 0 m c m0 O JOB 3 N410: m N I 8' D.I. 46.19 LF O »wZ � � Q w gym, a0 tO00 co cc 0+00 0+50 1+00 MH -6 — MH -3 HORIZONTAL SCALE 50 O 50 100 FEET SCALE: 1 "— 50' VERTICAL SCALE 5 O 5 10 FEET SCALE: 1"=5' LAC. tp. 02 L 6-18- L M ZM O\ N M N ,.d- z LL N WC N N w W > W LuZ u- 0 - -j ce O w Zuj Q V) W M >. U Y LQ r h-1 ul a 0 a Z z � � Jw w � J � o 0 W o 0 59 00 u o � 0 V _tl C tl V O 0 o' Y/ Z w o i oy� Z s�s 0 v a0« 0 m c NO. JOB 02005 Qa V V L M ZM O\ N M N ,.d- z LL N WC N N w W > W LuZ u- 0 - -j ce O w Zuj Q V) W M >. U Y LQ r h-1 ul a 0 a Z z � � Jw w � J � o 0 W o 0 59 00 u o � 0 V _tl C tl V O 0 q w z£W i tl_ a0« 0 m c NO. JOB 02005 Qa V V 1"=50' tl. ov SHEET NO. n u 0 DP -3 v e tt �3 Table 6: Surro I,tI1t Table I- rasrE ameIN >tnMo AID aarEr aPIIeAo AID OFG f C .0.0 a MbnlmMky Y 4 ema,or t.r 0.6 wlr v Ona DRAINAGE DESCRIPTIONS issInew C6dcMle, n, is Q013 STR. PPE 16'ORW7TION 6.ET W�T� O SCOTT co S% ' 1 1Yit 6„6 Y9r �� NIST Q.. ' U Lic. o. 035791 .Z0. °c Q ; N OUT TYPE STATION lEMM ELEVATION i Q A16 OF1C 006 6 64.03 WOfB/D.6f.61-1 REOD qy� C 16 30 14.20 0.60% 67415 MA6 RCP3 i6 MOO C6! A aso-W 1eol.fD. a..a4, wE0o `•J'IONAL , 01 �j 17 7 27.7+ 0.60% 618.7 67521 RCP3 f 1 E M OI-� 06! 4 60..66 WOf 6T0. 16-1�ffi-+REOD s Table S: 53.46 Design rd. _� < 15 7 ,76.34 0.4% 306.1+ Wm RCP3 �- - d u DMofu 6 536.67 ,a,lxar6.IF1 1 1 t3 275 O O r . 0.i ; d r e 13 1 36 11592 0.60% 677.14 616.66 RCP3 12 1 D= C34 6 BBSN WOTSro.a-1--_r_-- n=0.026227 CNP n=0.013tr n=0.01 Pr TOPE i) .6 0.% o.M GAPS Om 0.00 052 0=0 04300 2A 0.0130 a.,06D 5m AAs Net I 0.71 0.06 0.140 0b6 0.00 am olow OA206 20 50130 4.16b 627 Om 11 p 127.19 0.50% 606.40 676.87 RCP3 740 $MAIO 2C eD cnflNwr lbw U nr 10 0175 066 8 601.4 WOT M.16-, pp M O.IN 0.N 0.07 0.14 0.00 571 Om,O OAM 20 0.0130 4.t S4 447 6m 9 42 7253 0.50% 676.71 676.36 RCP3 E 0.12 Om 0.106 O.p Om 0.p Om10 0.0700 3.0 OA130 1.+000 Im 0.n a MOB C04 6 58231 WOr67D.1&t ■f y ,e Q 6IR 12 2C 1A ow.Ww09=1 O.0. 0.140 7 p 211.35 0.60% 076.26 $74.19 RCM E a € f Yil 0.11 Om OAM 0.40 0.06 0.0 0.4010 0.02033 2.00.0tl0 4.1600 1m 0.73 6 017C 060 0 610.1/ 300767D. bt � � � � � � X +� {y3. 0.f1 Om 0.120 0.N Om 0.N 0.8010 OA24 2D 0.0400 5.1506 711 Om 5 42 51.96 0.00% 674.00 673.67 RCP3 �' a i SM10 20 BA w1Wlr flow o,9 0m4 4 NIPS - 0 351.55 WOr9TD. 61 O l c w c i n 88 ZZ .n F® O.b OAIt 032 Om 632 OA010 OA200 2A GAIN 4.,600 0.h 0.76 3 N 104.7 0.60% 6n.57 67306 �3 {X.27112 A79Q4 p J 1 1� OM Om OA7 o.,1 0.00 6.15 0.6010 0.0100 2A OA.06 1.1600 1.% Om 2 1.40 - 0 670.96 ,OWSMAS-1 A76 18 11.30 0.75 8.476 $A75 10m Sm Nm %9.16 9M.N 1402 0.013 0.4080 36 7.60 0.31 STR6 2C u mn.lu9 now 0.5 0.167 1 42 ,en41 0.50% 672.95 On -2D RCP3 1s 76 0.03 0.75 0.023 0.406 1091 531 0.12 STOW 6766+ 27.7 0.013 0.0050 38 7.61 0.37 v/ YII OD7 076 0.063 071 0.00 021 0.0010 0.0200 20 0.0130 1.1900 576 0,14 M 14 044 0.75 0.030 6me 1037 530 0.16 670.11 87734 1755 0.013 0.0050 36 7m 0.75 Zjjj ala 0.70 0.IN O.p 0.00 OA3 00010 04703 2.0 0403 4.M90 7.p o.n SIRM 1C 6A n.43.. 7011ow 0-0 0.161 14 12 0.10 0.78 0.076 0,106 10.73 5.23 041 677." MIN 110.9 OA13 0.0000 30 7m 1.01 N C M 1270 Coe 6 060.32 wUT Sm. 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DRAINS TO . ; \ , \ \ \ \ _ VI17 �� t •t ' \ \ \ ' / ,-' I f \ \% it !• I ',l _. \,�, \ \\ -- \ -1. ; ,, }} ++ f , "I, I -�- � �; vl \\ -. __ ._.. ; / � �i -+,,: \-4:"-* - �. s1i fir "' I I m� \ . 1 t \ \I : , \ \ \' , ' l !11 \', ~ .-.. _.- / / i go f � 11 '; ,I, I, ,I .l?•/, / // / I/ I / I ,,woo \ I t - i ' , : j I tt-4 \ 1• \ \ \ i ,\ \ \ 1 I l ' -- .. 11 / ' / / / / , /, / 11 _._ v �; ' 1 I ' I � 1 `! / , I ', i1 r ,. i �\ I. ' { , I _._ , ' ! _ - ! __ \ i \ \ t, , , i. I _.. \ \ t I l I _ /i ; // i / , _ `,' ! 1 r _ �, ` , it / / 11 ' / `fi J , `) �' / ,7 •G 1 t -\ t ,' , , ` \ 11 , / / / j , D.A. *1 i i!! \\ I \ _ ,:,d am // ' \ ' I ` , i % % o /" , i � ✓ t ;- �,� j 2 A 1 \ II I� ". 1 75 I _ . ,1 44 (D.A. ' ` EXISTING WEIR -- \\ - 1. - I 1 jj .�- -- il.ff J O O / \ \ `, \ , \ \, 1 �I \ I , i / / ' ` l 1 ? ' \\ \ _ . \ / t \` \ - / DRAINS TO -CJ'-' O ' ' I , I \ • / •'I I ! / / 1) I {, /1 .__.,o✓' \ ., �.a� - . )� `\ 1 l ' / , ,�) - . / ' / // \ ` , / / (�; 1\ , I I � \ \ r ; ! - \ ` / ' I - --- _ .... ... / SOUT �'i / i r \ / 1 \ 1 1 -- ` 1 11-1 --- I I I __", O ,- / / - ; , r -\ I / 1 _. - . r 7 -�_ _ w - _ _ _ _ _ / \ ` / - 1� \ _ - ,. _ - _ \ _.. _ ,:.- ". a ^ , 1.\ �- r i .- :ic - `� , ems` - \\ w- ) - _ i ... ......... " '.i': { - \ ,. ... ... ... ... _ .. .. ._ , , _.-. .f .. .. .. .. ti: .:::. ...� , . ... ... _ . r .. .. ... .. - _� I .. .. 'lam\ ._ , \ .. .. .. .. >y •�"':� . is .. ,-`!"'.+: �•v _., ._ -- - i .. . .. .µ•, �' . ..... ..-.,... -e..e - _. --• .._ .,L.v ..: r'-t*vrr . "^'e'a'r>.% -4' �. .�-•:�._� a i -- -� ..r "rte--�.:,�. A.. Mw -S ..�Q __. -, ,_ , ..... ... .. .. �l is ..... .... _, ..... ... - .... ...... ... .. _ .. R 4 _ \ >1.. h T ._ ..... ... . r .... .. : .:-: l �'� - _ - _�.. ti _ _ - f - - 11 _+ -.- -.. � , , -�. .`."-" T '!�� Ste_ ���,y. ...... ..... .. '... �-• - - �-ki •-'1L-� .. Z�-�i>f♦V- - f7 .., -, . z. ,,_ . - - -` -- -_ a C �- a12 - >11 _" _ _, _= : -__. - -" :ice .. / _ ,. ---•-. _ , 1 /' - - yti l ' i I , ° ; I I �, A 1v // I / i` I; • \ / i. I / \ / . . �-- , � , I ' , , i , ` 11 ►! _EXISTING e t \' ;\ 11; Q 1 lLiMA RE- XISTING STORMWA ❑ p �% / \ r I . \ f QS 1 ?U AC. �// _ i 'q . / �r� I ` , , 1 1 j) \ 1 / / %��J D.A. _ ( #3 / v( 12.75 1 3.03AC � Ill fiy A49 If v p <i o �vv /fir:/ ��_ v i I v �/1 Nr ; {i \ \ r -_ c I ,'v:.: ri J'� EWSTI GD NAGE ,\\..� / .` DMDE if A D.A. #4 / �'�1 i ,I �rrl //, A ,:It 'v r.r .• .. ,r., r k/ter ::// ?se... �.�r 35.1 AG I I\ II ,�- ^�l/'6 .. �l 1! % �rrr \� 1.°. �\, �- ,/,� - ' ' ) �/ ,,� rY ✓, �'`', r d �. :.Y ��/ \. ,;.�� / ' 1/ \F -r ` \ f3 Q / I F 1f ti4' { r - j; / :/ 1 ,/ ) w,J r `,.' \ _ ,' ✓,r {/ I l ,,A ' ��� /, \ I J� D.A. #5 �liil .: , .. r %I r �/ 100.9AC. / 9. ---- Ar O V L11a I \\ \ r{. r i �i \� i ' ' � / -- \„r "'� I<'' - I 111 //, ,I{' r.'� -. j. .'y- r 07 •. ---'� / _ / / cY'' :b� ✓T�t•�.r4, ca s o� T 'ec3t4s�,,,9'1++. 4.0 0 ,+ i/oo C,•,�p ,J b,g,E,'..s;' 2'" �a't\ rl.>'iF'• lri+f / ,a'o a 6�..0_/'.-.% '\"-l. 1/411 GRtipAPHIC SCALE 7/ �\ �� ry ;✓ �r .1 r z l 1/ \��\S'*'� -- �""' Fe9"C'\ ra>'•sa„""r�,'sA ,":, l ao o zoo roo coo {coo � � -. -- of �" ,� _. _. � � N, Y'� `tPc.fk .: T 'o..w Y'v� in IN trEST 'h I ' 1 inch = 400 fL SMA o`� o�E LOPMENT ST �': OReLDCKs;✓S�IE�[ �� A /,l / ` BLOCK #3 D A.=1 69 Ac. / v ) PHASE S BLOCK #1 D.A, =2.41 Ac / 1 r D.A.4.33 At IN, BLOCK #3 �' (�j,/ D.A..3S AC a ,',i%'.:•t//) �A #4 PHASE BLOCK D.A.\ p . EJOSTM UPPER r LOC4770N OF PROPOSED STORM BALLARD FIELD I G . 'SEWER OUIFALLfNG INTO UPPER / / / ;lei / \ \ "").?rJ f h j` { (, \ < I I {`n�'E RETENnON BASIN II c BALLARD FfELD STORMWA7ER \ i,1lir M1' MANAGEMENT BASINII \0 __ \,: h r D.A. #4 f :' / 11 )r 8 1 AC - 6 ,I, /'4 all ' g :3h/-i1,1� � M� r �\. \ )'� s i \\ Y � / , � r � R \\\ , i ' //, � '11 �';''. �. ��\i I' n. �� , / ' l ,.d�r ` J�}�V 1 � »�1� /, _ .\., l.: i { I o { \ { 4, \' �y ry \ ----� ,�4{, '(I girl r%r ,I / ri/r r / � _1\ �i �� - ,r 0 1 . #S \\ �"w �.. �Fr f /\ / f!I / t� / A c'3 � �'..�;- / 100.9 AC.;,�' i' ;.) �• ! �A Yr r; �' 'iW ve/ r�r • l/ ,� r A � - i \\ {-----------�� 0 �'-��\ // li`,1 /, /i it r i r- '.i/isle 7,, 1t, 1 �!_ \✓, a''q'i ):I.:/ I j� vv A ' ,, fir/ v ri/r r. �l _ '•1' � ` '* �.�;;, f. �% '�%� '�, - .•'�. ��'_� bQ'��� v� � a V�� / v -----d 1 O v / ^ /:7/'t' ri7 � - I <T ✓,r /� �-� r/, ,vA \� F ' id�c3.;v SII ' �bZ �� I 0ive 4 ,P \\ / �\ % V" % / ��a ;: �f' � ,��� 1-f' /�`� � _ ,` oc,' 6� L" ,�'-•,..._�.a I q4t/31`rL <P)iw o, wOo� 0 0 "r4� Mpi v l O ~ / xn��v Wa(� °N\o °' �ws�r ��y�„ � ,,�,�. _r V`�, '.;• r @rx�,r 600 GRAPHIC SCALE / �� fl,' \,.! °oc o zoo wo coo 1eos \ \ , '"`�`8? `� eA` ') 4v? t�. a•; Il / _\ � ( IN FEET)„s�...c9iCi' 1 inch = 400 ftrJ+a \ f;: PRE -DEVELOPMENT 11jr, am (acme) profeetena 522 (roughly**arab ads N (bYrbr ) (ahead be MWy ei to Write dclabddiv ) =g am upland D.A. 01 D.A. a2 D.A. 03 D.A. d4 D.A. 06 parbent caplaaa 100% G_ (sherd be fp% or better) M f %shoe 1.0 , 1.0• or 0.9 for $Me in the developriewt ane vA1are cork phader then 20% Ana(c.) 1275 1.30 3.03 36.10 100.90 1�I 7i E a.r.a Delalned Maas cw 0.30 0.30 0.30 0.30 0.30 151.80 53.35 2Yw To (min.) 16 16 16 20 45 1 30620 1 110.08 110DYN WLiu N Undelained Mae , W � 02 1278 1.30 3.03 31.31 55.08 lorw U) 010 16.88 1.72 4.01 41. 76.75 ~ � � 0100 22.29 2.27 5.30 56.74 109.45 H J 3:o V x a OZ -0EVELOPMENT f� die F o W BLOCK 3A BLOCK 36. BLOCK 2 BLOCK 1 BLOCK 4 D.A.84 D.A.05 Y W oo U O Area so. 3.35 2.41 1.69 4.33 5.28 36.10 100. ON 0.80 0.70 0.78 0.86 0.78 -0 s0 0. To _(Min ) 5.5 6 6.5 5 7 12 41 w J�owX car 4S CZ 13.53 8.30 6.33 19. 19.31 107.15 56. 010 17.44 10.71 8.18 24.82 24.96 140. 76.7 0100 22.88 14.03 10.70 3253 32.64 181.77 109. Table 12: WaliQuaffyCompfar=table Wi QUALJTY COMPLIANCE - taches Dewlopaanl for Upper Belli rola Pored 11jr, am (acme) profeetena 522 (roughly**arab ads N (bYrbr ) (ahead be MWy ei to Write dclabddiv ) =g am upland 522 preera uplaes ri 100% parbent caplaaa 100% G_ (sherd be fp% or better) M f %shoe 1.0 , 1.0• or 0.9 for $Me in the developriewt ane vA1are cork phader then 20% 1 y5� 0 1�I 7i E a.r.a Delalned Maas V o Z 19.1 63.29 151.80 53.35 2Yw 19.1I 115M 1 210IM 1 8603 j10Yw 19.11 205 01 1 30620 1 110.08 110DYN WLiu N Undelained Mae , W � 0 0.0 1 0.0Year i ural'rf,wis i E F E 3 farcy If ! 3 3 rarrarb . - .laps 1611 0.70 055 5e% 127e96e 50% ]6!61.0 1.1 Bete yerr Poral Vara Pond (I x WOV) 50% Mi pro dad by rad Additional ra n0nl plaided by UdraV)nde Broin th oull n the �IrnpeWoe area bslpre dralopmara in dosipaNed 9ms4h soca can be a mWmun 20% tits W most oars NOT the arelae property, but the portion of the property v4tlsn the subject drairaaps ane, r the daYn9e ane to the bi - sea Table 13 Note: WOV sh :ssi W 4 x Y10V Table 14: Dereii Complarme fable DETENTION COMPLIMM - la%mab 3" ler Upper Mallard Field Pond 11jr, am (acme) 153.1 (roughly**arab ads N (bYrbr ) area es, , I (saes) =g 153.1 O preera uplaes ri 100% (should be beWserl 80% NO 120%) G_ M i c c , `A y5� 0 1�I 7i E a.r.a Delalned Maas V o Z 19.1 63.29 151.80 53.35 2Yw 19.1I 115M 1 210IM 1 8603 j10Yw 19.11 205 01 1 30620 1 110.08 110DYN WLiu N Undelained Mae , W � 0 0.0 1 0.0Year 0 1 50.0 lorw U) 0 601 00 10GYw Lic. 1(o. 035791 6AVP'06� f c c c Z =g 0 c O ri V G_ M i c c , `A W 7A■■■■■■■■ F IIIIIIIk 0 r l i ]06 rrD. u 02006 0 O 1-=100' F. .T47, �E SWM -3 I VO c c c 0 c aN r n ri V M i c c , Z`Lr� (N 0 aa� V M ) ' v I V o Z 9 W ° (V S ]06 rrD. u 02006 0 O 1-=100' F. .T47, �E SWM -3 I VO c c c 0 c aN r n V M , Z`Lr� (N 0 aa� V M ) ' v I V o Z 9 W ° (V O) WLiu N W , W � am Z � Q o a U) z ~ � � W H ` S J c H J 3:o V x a OZ oc f� die F o W U Y W oo U O a Oa O o Z E a z W z __j as w aaaa� O M --L (� W `i' Q Z -p w J�owX car 4S W J o O O Y CD 00tri m U0 E N v ]06 rrD. u 02006 0 O 1-=100' F. .T47, �E SWM -3 I VO UPPER BALLARD FIELD POND - STORMWATER MANAGEMENT ANALYSIS ULTIMATE CONTRIBUTING IMPERVIOUS AREAS TO EXISTING RETENTION BASIN II ON UPPER BALLARD FIELD EXIST. AREA 1010.9 ac EXIST. Cw 030 PROPOSED AREA EXIS7WO Cw 0.30 1MPERWQUS AREA: (156.0-0.30) - 46.8 ac IMPERWOUS AREA: (100.9-0.30)+(55.1'17.80) - 84-44 x SUMMARY.' REMOVAL REQUIRED: 58X REMOVAL PROWDED: RETEIV710H 8AS1N 11 - SOX (REMAINDER OF REMOVAL RATE ACMEV£D 1F774 CONTRIBUTION TO PRO -RATA SHARE) WA7ER OUAUTY VOLUME REQUIRED: (5,660 cy • 4) - 2Z 640 cy WATER QUAUrY VaUME PRO WED* POND AREA O 672.6 - 16.7786 SO FT POND AREA O 668 = 136,192 SO FT (((16,7786 + 136,192)/2)'4.6)/27 - 25,554 CY 25,554 CY > 22,640 CY T)po_. YOotw Network Summary PPOe 1.01 Nano.... lbtrehea Fla--. L\L*W P a)= 2007\02000 -Old Tal\02002\Cala\37M PPW MASTER DESIGN STORK SUMMARY DaFadt Network Oedpn Storm Fla ID AbanaN Can Not Return Event Two OF D ----------------------------- Dev 2 h0 Cavo 2 YY Dov 10 I -D -F Qrve 10 Yr DWOO I -o -F Curve 100 Yr MASTER NETWOW SUMMARY Mod"Ied Roebnd Method Notwrk (M/odo-Outfak 4Modw4*W1-:) (711 HN: TnnaDorc Burk -Mono: L -Leff: R -Rt Ut-I.N&Rt) Two- Mad Ratiald GraphPop. 104 Nana... Ex AREA TO POW Top: DMOO Event 100 )r Fl-.. L•\LOW Projects 2007\02000 -Old Trol\02W2\CPIs•\SIV PPW Stan-.. 100 M Tow DwAOO MOORED RATIONAL METHOD Grophloci S.1.rlary , Modru SaoOe --- 0 - CIA • Udts Cacwdaa Aim Conversion - 435W / (12 • 3600) • RETURN FAEOUDICY`. 100 )r I Almdb outlaw. 206.46 ah, • C Aajralrrherrt 1.000 • I Required cp -R DURATION - 0 frMa • P -k N9ow 20523 ah, • .HMC Flw DMOO 7 To- .7500 M 1 - 4.5000 NUM Ana - 131.120 Pace . 0 - 20&23 oh, Weighted C - .350 .. Adj otod C - .350 Required Storage • _____-- •O6Y an -R 1. PPP 0-206.46 eh, o (Nw.Q+tsw) O o NOT TO SCALE O I ----------------- 7044 _______ ________ 7564 hue T a I Rohm Fre¢ 10 yr e C od1foofr.1.000 1 .4 a - I Max Rakrn a- Sam oh, NYC W aP•0 y4 Max WSL POW storo pe Node D _-__-Type EiaN__ -o ft Trus -two look oh, R _ c r -R - - - EX AREA 70 POND AREA 2 &1637500 s 5126 1 .9. .. '• EX AREA TO Paw AREA 10 7.171 :7500 115,66 y d. EX AREA TO POND AREA 100 12.907 .7500 200.23 d •EX OUTFALL JCT 2 5.260 1.3100 20.11 t5 -EX OUTFALL JCT 10 7.625 1.2600 3735 U a y •. •Ex OUTFALL JCT 100 14.234 1.2400 71.17 E)GSTMO POND61 POND 2 6.165 .7500 8129 a DIS1610 POMM POND 10 6.6347500 11&86 osarr as ERSTNN O PONDPOND 100 1&180 :7500 200.23 0431IN6 PONDOUT POND 2 6.260 1.3100 Zan 673.86 5.076 EXISTING PONDOUT POND 10 7.626 1.2800 3235 474.23 4720 EXSIND PONDOUT POND 100 14.234 1.2400 71.17 67&1e 11.063 NEW AREA TO POND AREA 2 1.002 .2273 53.35 NEW AREA TO POFD AREA 10 1.3632373 66.03 NEW AREA TO POND AREA 100 2.272 .2373 110.05 Two- Mad Ratiald GraphPop. 104 Nana... Ex AREA TO POW Top: DMOO Event 100 )r Fl-.. L•\LOW Projects 2007\02000 -Old Trol\02W2\CPIs•\SIV PPW Stan-.. 100 M Tow DwAOO MOORED RATIONAL METHOD Grophloci S.1.rlary , Modru SaoOe --- 0 - CIA • Udts Cacwdaa Aim Conversion - 435W / (12 • 3600) • RETURN FAEOUDICY`. 100 )r I Almdb outlaw. 206.46 ah, • C Aajralrrherrt 1.000 • I Required cp -R DURATION - 0 frMa • P -k N9ow 20523 ah, • .HMC Flw DMOO 7 To- .7500 M 1 - 4.5000 NUM Ana - 131.120 Pace . 0 - 20&23 oh, Weighted C - .350 .. Adj otod C - .350 Required Storage • _____-- •O6Y an -R 1. PPP 0-206.46 eh, o (Nw.Q+tsw) O o NOT TO SCALE O I ----------------- 7044 _______ ________ 7564 hue T a �� i --1D"- 6-t NO•n-� ry 11- b r ger! b M wrr M M X•n � 6heAr l«Mf � oI(ari � ysyaly - 1 i 10 < > br. Py M •1I r r«M! aN e•q-M e .®•-- •r hMI y.p�lY- r w >er rr r er•.e ... •• eea a m«u. m cA 6150 c EXISTING MAT CROSS SECTION (NOT M SCALE) T Name... EX AREA tM�W TOR Dov 2 P�102 Everlt 2 X FIN._- L N" W ProAPb 20D7\02D00-Old Trac\02052\Cd-\SIV Stam.- 2 Yr Tow Day 2 MODFIED RATON& METHW -- QWMW S mwnay far Mowk mm Required -4 1 9 ---- Method I 0 - CIA • U,,ft Oonvw*6m Where Cahversl- -43690 / (12 •3900) • RETAN FREMO CM 2 )rI I etAlewaWs Outlaw. SLN 0% • 'C Agalnwnt 1.000 t18N RWred SEaepa .042 arR • STM DURA 0 - 7P kK SSt�Or�9• • --------- Peak' I. 6126 ck • NYC Fla Day 2 DI TO- .7500 Two I - 1.6000 hAW Ana - 131.120 wase, . 0 -6121 aft N .0htsd C - .350 .. Adjustod C - -350 . l4--------Rwp+� 0 sOrwR 000 0-62.56 eh, e (Now.*ASow) 0 o NOT TO SCALE o---�-- o I .7564 hr* T T)pe_ Med Ralyorhd Graph Pop. 106 Nana._ NEW AREA N POND Taw D- 2 Ewlt 2 yr FM... L•\LWW Proj W 2007\02000-01d Tra6\07002\Cda\SIM 'PPO Stam_. 2 w Tow Dov 2 MODFaD RATIONAL METHOD -- 0>p Snwnay Fr Morrows PWW*vd Staapo ---- Molhod I 0 - CIA • Us c-mdan: WhW* Camera- - 43560 / (12 • 3665) • RETIM FRIUMO Y. 2 yr I N.++1. Outlaw 50.x2 ah, • (.+ Aaju.bn.lt�0 SAT 1 A@wA*dTe 91re91, - oo-R • • 1011 - e ler 9141 • Peat N9ew $136 eh, • JM Fla Dev 2 I - 16360 In/hr Area - 15900 Paas 0 - 53.39 oh, WeIghtod C - .770 . - Adjusted C - .770 Required .097 ce ca-ft 0 0 0 0 -60.02 o1a e (Mow.autlaw) ,• o O 0 �.. HOT 70 SCALE o - I .2415 hre T screw A1aso Type - To Cola Pap. 201 Man 41... EX AREA M POW Taw POST FM_. L• \L WW PM*U 2DO7\0�2000-(Nd Trc1\02002\CWoo\8'Rl PPw ,K OF COMEMMI CAMUM Senn -t N: Ta User Deikrcd Spnaht /I Thm .7500 M TOW Ta .7500 Two I Rohm Fre¢ 10 yr e C od1foofr.1.000 1 .4 a - I •' .. a- Sam oh, • A. .) y4 -- .006 fi t I Td- .2500 M . 1 1 1 - 4.6000 InAw • sd x x o e 0 - 65.62 oh, a.e1.t. s X 0 1 .9. .. '• a d Irate• •a a. Type... To Oda Pops 20.3 e .. y d. • •, y sty ° .e Z J . d . ,• d y q.. e. y d y. vii t5 O ue •. U a y •. L ° • ° •arX u an - Z •- ma. WL c -I a • oma. rias w W. . ,•y'nwr osarr as EXISTING POMP )IEIR 0rTAjZ ` (NOT TO SCALE) .• aavvera �� i --1D"- 6-t NO•n-� ry 11- b r ger! b M wrr M M X•n � 6heAr l«Mf � oI(ari � ysyaly - 1 i 10 < > br. Py M •1I r r«M! aN e•q-M e .®•-- •r hMI y.p�lY- r w >er rr r er•.e ... •• eea a m«u. m cA 6150 c EXISTING MAT CROSS SECTION (NOT M SCALE) T Name... EX AREA tM�W TOR Dov 2 P�102 Everlt 2 X FIN._- L N" W ProAPb 20D7\02D00-Old Trac\02052\Cd-\SIV Stam.- 2 Yr Tow Day 2 MODFIED RATON& METHW -- QWMW S mwnay far Mowk mm Required -4 1 9 ---- Method I 0 - CIA • U,,ft Oonvw*6m Where Cahversl- -43690 / (12 •3900) • RETAN FREMO CM 2 )rI I etAlewaWs Outlaw. SLN 0% • 'C Agalnwnt 1.000 t18N RWred SEaepa .042 arR • STM DURA 0 - 7P kK SSt�Or�9• • --------- Peak' I. 6126 ck • NYC Fla Day 2 DI TO- .7500 Two I - 1.6000 hAW Ana - 131.120 wase, . 0 -6121 aft N .0htsd C - .350 .. Adjustod C - -350 . l4--------Rwp+� 0 sOrwR 000 0-62.56 eh, e (Now.*ASow) 0 o NOT TO SCALE o---�-- o I .7564 hr* T T)pe_ Med Ralyorhd Graph Pop. 106 Nana._ NEW AREA N POND Taw D- 2 Ewlt 2 yr FM... L•\LWW Proj W 2007\02000-01d Tra6\07002\Cda\SIM 'PPO Stam_. 2 w Tow Dov 2 MODFaD RATIONAL METHOD -- 0>p Snwnay Fr Morrows PWW*vd Staapo ---- Molhod I 0 - CIA • Us c-mdan: WhW* Camera- - 43560 / (12 • 3665) • RETIM FRIUMO Y. 2 yr I N.++1. Outlaw 50.x2 ah, • (.+ Aaju.bn.lt�0 SAT 1 A@wA*dTe 91re91, - oo-R • • 1011 - e ler 9141 • Peat N9ew $136 eh, • JM Fla Dev 2 I - 16360 In/hr Area - 15900 Paas 0 - 53.39 oh, WeIghtod C - .770 . - Adjusted C - .770 Required .097 ce ca-ft 0 0 0 0 -60.02 o1a e (Mow.autlaw) ,• o O 0 �.. HOT 70 SCALE o - I .2415 hre T screw A1aso Type - To Cola Pap. 201 Man 41... EX AREA M POW Taw POST FM_. L• \L WW PM*U 2DO7\0�2000-(Nd Trc1\02002\CWoo\8'Rl PPw ,K OF COMEMMI CAMUM Senn -t N: Ta User Deikrcd Spnaht /I Thm .7500 M TOW Ta .7500 Two I Rohm Fre¢ 10 yr fppro•. Duration for Max SUrope ______/ C od1foofr.1.000 1 To- .2273 hn I I - 4.7300 NUM I Ana - 18.900 oarw a- Sam oh, I WOW C - .770 .) 1 Adjreted C - .770 I -- .006 fi t I Td- .2500 M . 1 1 1 - 4.6000 InAw ,yI• XXX X XT XX XX%X X X XX 0-6&03 ah x x o e 0 - 65.62 oh, � s X 0 1 X o NOT TO SCALE a w 08 Type... To Oda Pops 20.3 Noma,.. NEW AREA TO Paw TeR POST Z Fla.-. L'\LarW Projects 2007\02000 -Old 7HM\020M\Cda\SIM .PPw o vii t5 O � U a TIME OF CONC NTRAlM cit cuuia Z c -I a rWrl ----------------------------------------------------- ` .• aavvera ' Segrnont /I: Ta User D IT __-5opnwnt /1 TYna .2273 M �W�// Ir TOW Ta .2273 hn TXW... Moa. lattonai Graph 3,03 Nm _ EX AREA TO POW Tow Dov 10 Ennt 10 y FM.--. L• JrW Ro}ob 2007\02000 -std Tran\02052\�P-\S7Y 3'Pw Stam... Yr Tow Dov 10 MODIFIED RATIONAL METHOD ---- QaplaaM Sammy for MetY�rXln a6i Rowksd Storopo ---- 0 - CLA • Unft C-vrol r- Whore Conowd0n - 435W / (12 • 3600) • REIUN FIF(IIFJICCt: 10 )r I Alawasts 0~. 114.70 a% • 'C Adp.tm-t i.000 R.gTeut.d 5�'oa� DURA - .wee oP-R • SIORII for Ya.9taopc • Peat InNow: 11&e1 oh, • JM Flw Dow 10 E 1 - 25000 IMAW Am - 131.120 ares 0 - 115.61 oh, waghtsa C - .350 .. Adjusted C - .350 :t ----- Re"Wed�R •0 00 0-114.70 ch, o (Alo..Out9ow) o o NOT TO SCALE .7554 hhe T TW*_. Moa.RotNrhd Pop. 107 Name.... NEW MEA POND Ta¢ Dov 10 Ev-t 10 yr FN_ L:\LmW Projuets 2007\02000-01d Trd\02002\Cab\STY .PPw Storm- 10 w Tow Dov 10 YODFM NATIONAL METHOD --- QMMod simaay for Mmeorwn Requtca Storage --- MNhed I 0 - CIA • Unft 0-msira whra Oan w ole - 43560 / (12 • 3500) • RETURN FIEaUolcn 10 )r I • Outlaw 6582 ah, • 'C Adja4R-t 1.000 I Required Storage .006 aa -R • -------------------------------------------------------- • Peat N1ow 6503 ah, • .NYC Fla Dov 10 C Td - .2600 Urs I Rohm Fre¢ 10 yr fppro•. Duration for Max SUrope ______/ C od1foofr.1.000 1 To- .2273 hn I I - 4.7300 NUM I Ana - 18.900 oarw a- Sam oh, I WOW C - .770 .) 1 Adjreted C - .770 I -- .006 fi t I Td- .2500 M . 1 1 1 - 4.6000 InAw ,yI• XXX X XT XX XX%X X X XX 0-6&03 ah x x e 0 - 65.62 oh, X o jt (Now.Outlow) X 0 1 X o NOT TO SCALE 1 x % O 1 .2607 hra T General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. T... Mo& Ratiorid Graph Nana._ NEW AREA TO POND TOR 0,400P Evsnal �100 yr Fora._ LV -W Proleate 2007\02000-01d Tral\02002\Ca-\sill .PPw Stam.-. 100 Yr Tow D AOO MOOFIED RATIONAL METHOD 0,30hipd Amnry for Mcr* n R10A Stamp �i iod 0 - CIA • UNts 0mvad-: wlaa C -malas - 435W / (12 • 3500) • RETURN FREQUENCr.. 100 )r I AlawahN Outlaw. 107.94 ah, • 'C Ad)w mart 1.000 1 Re4Ared Stowela145 ac -ft - ----------------------------------- • Pock a Now 110.09 oft ---------------- • IM Fla DWAOD C Td - .2900 two I Return Frew 100 yr Appr-• Duration for Mme Staape ------/ C odlAeota: 1.000 I Tc- .2273 hn 1 - 7.7720 NUM I Mss - 1&900 eaw 0 - 114.05 aft I 1lelglt.d C - .770 1 Aaya d C - .770 Required Staaps I -- -M ao-R I Td- .2600 hre I I 1 1 - 7.6000 in Aw X X X X x X 4X X X% X X% X x X X O- 110.06 of, X i X 0 0-107.94 eh, X o h (New.0ut9w) . X 0 1 X o NOT TO SCALE 1 X o I r .2544 hn T V � rn M ZIS N V n � /� M Z N WN N LU W ; V/ ZMEMO � a O w J J O Z x Q a W x cf) U H U W O ZrA 00 Z J 11. O P-4 0 J W w Ow J o O U , 00 V l� L ilx 305 NO. U Q902006 0 ^« ° SCALE N/A 0 v SHW NO. SWM -4 0 LEGEND GENERAL NOTES ALBEMARLE COUNTY NOTES DESCRIPTION OF EROSION & SEDIMENT . OWNER\DEVELOPER. MARCH MOUNTAIN PROPERTIES L L.C. GERMINATE AND GROW. SEEDBED PREPARATION IS ESSENTIAL. CONTROL MEASURES: TION BEIGHTS DEVELOPMENT CORPORAclo FOR EROSION CONTROL EIIMOSION AHtl aP+�FNr 0011 AGIIPEC EXISTING CULVERT MR. GAYLCN BEIGHTS ES -1: UNLESS OTHERWSE INDICATED, ALL VEGETA 77VE AND STRUCTURAL IT sAN7/CpATED TO USE ONSIRUC770N EN7RANCM EVERSION DIKES EXLS7WG O CULVERT 800 E. JEFFERSON STREET o EROSION AND SEDIMENT CONTROL PRACTICES WLL BE CONSTRUCTED SEDIMENT BASINS AND SILT FENCES HILL BE INSTALLED TO CONTROL SURFACE DRAINAGE CHARLOTTESVILLE, VIRGINIA 22902 DROP INLET & STRUCTURE N0. TELEPHONE (434) 245-0100 Q AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA ER09ON AND SEDIMENT CONTRO 7EMMORARY SEEDING WL BE USED "AMATLY FOLLOWING ALL LAND DISTURBANCE ACTIVITIES TEMPORARY S700KPKE AREAS WILL BE MAWTAMED FROM TOPSOIL THAT WILL (434) 245-0300 LOOSENED BY DISCINS RAKING, HARROWING OR OTHER VR 625-02-00 EROSION AND HANDBOOK AND VIRGINIA REGULATIONSG BE STRAPPED FROM AREAS 70 BE GRADED AND STORED FOR LATER SPREADING, CURB ENGINEER' COLLINS ENGINEERING SEDIMENT CONTROL REGULATIONS SEDIMENT STOCKPILE LOCATIONS WALL BE ON 97E AND SHALL BE STASUAD WIN A TEMPORARY CURB GUTTER 2. STREET ES -2.• THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK � I!ATFW CO. . P6wuA.o T s�zwc WLL OF OF PgWnRA" FALL AREAS Wa 800 JEFFERSON PROPOSED PAVEA/ENT CHARLOTTESVILLE, VIRGINIA 22902 CLAYEY SOLS AND DOES NOT AID PLANT GROWTH AS PRIOR TO THE PRE-MENTCONSTRUCTION CONFERENCE, ONE ID DI PRIOR TO THE COMMENCEMENT LAND DISTURBING ACTIVITY, AND ONE WEEK IIEL NO LONGER BE ENCS VAI® AND MHEHE LYNS717t/C170N ACTIVITIES HAW LEASED. FELE (434) 293-3719 PRIOR TO THE FINAL INSPECTOJ. IN PfR1/AE7NT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS POOH WILL EC -3A DITCH £-MAIL ScottOCollins-Eng;neering.COM ES -3 ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED BE LEFT DORMANT FOR A YEAR OR MORE SR 71ON OF SEED MIXTURE WILL DEPEND ON CONTACT.MR. SCOTT COLLINS SHALL BE PLANTED NO MORE THAN 1} INCHES DEEP. SMALL PRIOR TO OR AS THE FIRST STEP IN CLEARING. THE 71ME' OF YEAR APPLIED . DEPTH OF EC -JA DITCH TAX MAP NO.: 055£0 -01 -DO -000A1 ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN Tpy OWRY SEEDING WLL BE PERFORMED FOR ALL DENUDED AREAS WICH WLL BE LEFT 6' 3. MARCH MOUNTAIN PROPER77ES LLC SHALL BE MAINTAINED ON THE S17E AT ALL TIMES. DORMANT FOR MORE THAN SEWN DAYS THESE AREAS SHALL BE SEEDED WIN FAST EC -2 DITCH 800 E S7REET ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS 07HER GERMINATING VEGErATKN ENIMATELY FOLLOWING GRADING OF THOSE AREAS SELECTION JEFFERSON CHARLOTTESVILLE, WRC4MA 22902 THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED T0, OF SEED A#XNRE MNL DEPOW ON THE TIME O YEAR APPLIED DEPTH OFEC-2 DITCH MDI 1 -,ANI 11 111bt % OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL CONSTRICTION ENTRANCE 6• 4, ZONING : NMD NEIGHBORHOOD MODEL DISTRICT MULCH SHOULD BE USED DURING THESE PEMOOS SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR RENEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. A STABU2W PAVED OWSTRUC77ON ENTRANCE WIN A WASH RACK LOCATED AT POINTS EARTH DITCH IN ACCORDANCE WITH TABLE 7 /N THE CODE OF DEVELOPMENT, ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY OF VEHICULAR WGRESS AND EGRESS ON A CONSTRUCTION SITE. TO REDUCE THE DRIVEWAY CULVERT BLOCK J HAS NO MINIMUM SETBACKS. I0'¢' V.law ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT AMOUNT OF MUO TRANSPORTED ONTO PAVED PUNJC ROADS BY MOTOR VO4KZES OR EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN RUNOFF. BENCH MARK 5. USE. MEDIUM -DENSITY MIXED-USE DEVELOPMENT APPROVING CONSTRUCTION ENnWI ES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE ES- 7: ALL DISTURBED AARIAS ARE TO DRAIN TO APPROVED SEDIMENT THE AMOUNT SEDIMENT TRANSPORTED dN70 PUBIC ROADWAYS CLEARING LIMITS 6. NUMBER OF L075: 1 PROPOSED FOR PHASE A CONTROL MEASURES AT ALL TMES DURING LAND DISTURBING SILT FFNILL 7, UTILITIES SEWER.• COUNTY SEWER - AVAILABLE ON THE S17F ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION A 7EIAPOIPARY SEDIMENT BARKER CONSISTING OFA SYNTHETIC FX TER FABRIC Si1RETOHED MOT STANDARD 5701° SIGN WAFER: COUNTY WATER - AVAILABLE ON THE SITE ES -8: IS ACHIEVED. DURING DEWATERING OPERATIONS. WATER WLL BE PUMPED INTO AN ACROSS AND ATTACHED TO SNI PORTING POSTS AND ENIRENC/ED. 70 INTERCEPT AND PIP EXISTING CONTOUR SUBDIVISION STREETS: CURB & GUTTER (PUBLIC ROADS) APPROVED WATER FILTERING DEVICE DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED ALAS DURING CONSTRUCTION 8 ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES C'ERAVONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE. TO DECREASE 9 . DRAINAGE 0157RlCT.• LICKINGHOLE DRAINAGE BASIN PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. THE VELOCITY O SHEET FLOWS AND LOW -TO -MODERATE LEVEL CHANNEL FLOWS THE i PROPOSED CONTOUR 10. WATERSHED: S RIVANNA RESERVOIR - WATER SUPPLY PR07ECTION AREA ANY NECESSARY REPAIRS OR CLEANUP TO MAWFAW THE SILT FENCE BARRIERS .SHALL BE INSTALLED DOWN SLOPE OF AREAS WTH MINIMAL zND.sS PROPOSED SPOT ELEVA7TON if. TORO &SURVEY.' PROVIDED BY ,INNINGS-S7EPHENSON, PC. IN DECEMBER EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY GRADES 70 FY TER SEDIMENT LADEN RUNOFF FROM BEET FLOW AS INDICATED. THEY IBC DENOTES �� OF 2006, SHALL INSPECTED EHEOIA771Y £AGI RAINFALL AND MAIN IN TIB DENOTES 70P OF BOX FiROVSION CONTROL NOTES DA EROSION HANDBOOK ACCORDANCE WTIi THE NRGNYA E7R057ON & SEAMENT CONTROL NANOBOCf (1ESCH), 12. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND JPOWANEMT UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARING 1 THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE THE ESTABLISHMENT OF PERENNIAL VEGEM77V£ COVER ON DISTURBED AREAS BY WORK. CONTACT ENGINEER IMMEDIATELY IF LOCA ION OR ELEVA ION IS PRE-CONS7RUC7TON CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF PLANTING SEED. TO REDUCE EROSION AND DEGREASE SEDIMENT YIELD FROM DISTURBED DIFFERENT FROM THAT SHOWN ON PLANS IF THERE APPEARS TO BE A LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ,AREAS TO PONAND47LY STABLQE DISTURBED AREAS W A MANNER THAT IS CONFLICT OR UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON THE PLANS 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WLL BE CONSTRUCTED AND £CCNOVHCAL ADAPTABLE TO SITE CONDITIONS. AND ALLOWS SELECTION OF THE MOST MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE APPROPRM E PLANT MATERIALS TO IMPROVE WILDLIFE HABITAT. 70 ENHANCE NATURAL • COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTORS WRGNIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULA IONS W 625-02-00 EROSION AND SEDIMENT CONTROL REGULA IONS BEAUTY UPON COMPLETION OF CDN57RUCTION ACTIVITIES ALL AREAS MNJ. REOEIIf A OR WORK, SAFETY PRECAUTIONS SCHEDULES, COMPLIANCE WITH LAWS AND 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO PERMANENT VEGETA77W COVER REGULATIONS WE SHALL NOT ASSUME ROR COMPLIAN FOR ANY OR AS THE FIRST STEP IN CLEARING, TEIFORARY SEEDING: EROSION CONTROL * ww" owsOI & SW49NT CCWMM HAVOVOOK SPEGF7CAIKN MAIBER CONSTRUCTION STARTED PRIOR TO PUN APPROVAL. 4. A COPY OF THE APPROVED ER09ON AND SEDIMENT CONTROL PLAN SHALL BE THE ESTABLAgHAENT OF A TEMPORARY WOETA77W COVER ON DISTURBED AREAS BY .VV MAINTAINED ON THE SITE AT ALL TIMES. SEEDING WTH APPROPRIATE RAPIDLY GROWNG ANNUAL PLANTS TO REDUCE EROSION S® EDIMENT ® STRAW BAIL BARB/ER 3.04 EROSION &S 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INLUDING BUT NOT LIMITED T0, OFF-SITE BORROW AND S�INTA DON BY STABIL/ZING DISTURBED AREAS THAT MILL NOT BE BROUGHT TO FINAL ORALE FOR A PERIOD O MORE THAN 30 DAYS 70 REDUCE DAMAGE FROM CONTROL MEASURES: OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY SIEDWO07' AND RUNOFF TO DONNSTREAM OR OFF -97E AREA$ AND 70 PROVIDE pp pV TEMPORARY DIVERSION DIKE 3.09 ER090M CONTROL PLAN TO THE OWNER FOR RENEW AND APPROVAL BY THE PROTECTION TO BARE SNAILS EXPOSED DURING CONSTRUCTION UNIX PERMANENT STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN WTH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 6. PLAN APPROVING AUTHORITY. THE CONTRACTOR /S RESPONSIBLE FOR INSTALLA TON OF ANY ADDITIONAL VEGETAIKN OR OTHEROPO-90V CONTROL MEASURES CAN BE ESTABLISHED TEMPORARY SEDIMENT TRAP 31J ACCORDANCE STRUCTURAL PRACTICES USED IN THIS SECTION CONSIST OF THE FOLLOWNG: EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND O/3r12maRO-' SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. REO/ONI SURFACE AND ANP MOVEMENT OF DUST DURING LAND MSnAWv4 DEMOLITION1. O® SEDIMENT BASIN 314 CONSTRUCTION ENTRANCE, ALBEMARLE COUNTY DETAIL - ENTRANCE TO B£ 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AND ONSMUCTION ACTNTIES LOCATED TO PREVENT TRACKING OF MUD ONTO EXISTING PUBLIC STREETS. MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING S/7E TD PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOA. SURFACES AND IP --®-- INLET PROTECTION ,7,07 2. SILT FENCE; STANDARD AND SPECIFIC.A77ONS J05 - SILT FENCE TO BE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES NNICH MAY PRESENT HEALTH PLACED WHERE SHOWN ON THE PLANS OR AS FIELD CONDITIONS WARRANT. 8. DURING DEWATERING OPERATIONS WATER WLL BE PUMPED INTO AN APPROVED HAZARD$ TRAFFIC SAFETY PROSLEMS OR HARM ANIMAL OR PLANT LIFE O �:-1N-.W SILT FENCE 3.05 FENCE ALONG STREAMS & CREEKS OR SILT FENCE ENCOMPASSING STOCK PILES 9. RL TERING DEVICE. THE CONTRACTOR SHALL INSPECT ALL ER0901V CONTROL MEASURES OUST CONTROL A/EASURES SHALL BE EMPLOYED TO PREVENT SAVAGE AND AIR SHALL HAW WRE BACKING TEMPORARY DIVERSION DIKE STANDARD AND SPECIFICATION J-09 - PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT ANY MOVEMENT OF DUST DURING CIONSTRUCTICN. MEASURES EMPLOYED SHALL BE IN J OCONSTRUCTION ENTRANCE 30?TEMPORARY DIVERSION DITCHES TO BE CONSTRUCTED WHERE SHOWN ON PLANS FTI4. NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ACCORDANCE WIN THE VESCH. 7EMAPORARr OVER.saN DIKE INLET PROTECTION STANDARD AND SPECIFICATIONS J-07 - INLET PROTECTION 70 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW A RIDGE OF COMPACTED SOI. CONSTRUCTED AT THE TOP OR BASE OF A SLOPING BE PLACED WHERE SHOWN ON THE PLANS OR AS FIELD CONDITIONS WARRANT. O ' CHECK DAM 120 CULVERT PROTECTION STANDARD AND TONS 3.08 - CULVERT AREA. SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH AREA WNYCN DIVE RUNOFF AWAY FROM ECTED SLOPES AND ON 'THA INLET PROTECTION 70 B£ PLACED WIfR£ SHOWN ON THE PLANS OR AS FIELD I C770M 11. ALL WASTE MATERIALS FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS WOOD, RUNOFF 7LEr, It) OVERT RIUINOFF 7C7 A SEOIMEHT AND A STABUZED OUTLET, TO A CONDNTIONS WARRANT. RUBBISH, AND OTHER DEBRIS VE IS 18TMONTH.-LADEN W F TRAPPING 57RUCIIAPE MAXMNA/ EFFECTIVE LIVE IS iB MONTHS O mommom TEMPORARY FILL DIVERSION 310 6. TEMPORARY SEDIMENT TRAP, STANDARD AND SPEOFICATION J13 - 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WTHIN 7 DAYS OF ROLL GMECIK DAMS` TEMPORARY SEDIMENT TRAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS. COMPLETION PER ZONING ORDINANCE SECTION 51.28. SMALL TEMIPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE 7. OUTLET PR07EC77ON STANDARD AND SPECFICATON JIB - OUTLET 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE W7H SECTION INE VELOCITY OF CONCENTRATED FLOWS REDUCING EROSION O THE SWALE OR DITCH OV--�-�-- DIVERSION 3.12 PROTECTION 70 BE PLACED AS SHOWN ON THE PLANS PUBLIC ROADS. 13-301 OF THE CODE OF ALBEMARLE. UWYED TO USE IN SMALL OPEN CHANNELS WNC/ DRAW 10 ACRES OR LESS SHOULD 8. ROCK CHECK DAMS STANDARD AND SPECIFICATION J-20 - ROCK CHECK 14. BORROW, FILL OR WASTE ACTIVITY INVOL PING INDUSTRIAL -TYPE POWER NOT USED IN LIVE STREAMSFT O PS PERMANENT SEEDING JJ2 DAMS ARE TO BE PLACED IN OUTFALL DITCHES AS SHOWN ON THE PLANS. BASINS STANDARD AND SPECIFlCA77ON 3.14 - EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 9:00 PM. OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER SR>aL AIN PROTECTION, TEMPORARY SEDIMENT 15. BORROW, FILL TRAPPING DROP SEDIMENT BASINS SHALL BE CONSTRUCTED AS SHOWN ON THE EROSION CONTROL THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO THE INSTALLATION OF VARIOUS KINDS OF SEDW64T MEASURES AROUND PHASING PLANS ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND INLETS OR CURB W[fT STRUCTURES PRIOR TO PERMANENT STASUZATM OF THE TOPSOVUNG J JO \J PLACED AS THE FIRST PHASE OF ANY LAND DISTURBWG ACTIVITIES. THEY DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE DISTURBED AREA. UNITED TO DRAINAGE AREAS NOT EXCEEDING ONE ACRE AND NOT SHALL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR WENDED 70 CONTROL LARGE CONCENTRATED STORMWATER FLOWS II CP ,Ab, CULVERT INLET PROTECTION 108 THEY SHALL BE CLEANED, REPAIRED OR REPLACED AS NECESSARY THROUGHOUT REQUIRE CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITES NHER£ ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN TE101V7RARY SEDWM/NT TRAP Ki7r/] THE CON57RUCION PHASE OF THIS PROJECT. THE FOLLOWNG I7EMS APPLICABLE A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EVERAMMENT WTH A PARTICULAR CHECKING REGARDLESS OF THE SALE OF ANY LOT UNIT, BUILDING OR 07HER PORTON OF STOW OUTLET ACROSS A DRAWAGE SWALE, TO DETAIN SEAMEJNT-LADEN RUNOFF FROM O �--(DCF--► DUST CONTROL JJ9 1. SILT FENCE SHALL BE CHECKED REGULARLY FOR UNDERMINING OR FABRIC. SEDIMENT SHALL BE REMOVED WHEN 17 THE PROPERTY. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SMALL � A�'� ENOUGH ALLOW"I MOST TO THE SUSPENDED 9gLg5 `l DETERIORATION OF ME THE LEVEL OF THE SEDIMENT DEPO9TON REACHES HALFWAY TO THE SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FE 171 ro SETTLE OUT. MAJOWAY EFFEcnVE LIFE Is TB MaVTHS 70 SE SEDYIEIIT eA9w: TOP OF THE BARRIERS. FEBRUARY TO CONSIST A 1N A41X OF ANNUAL RYGRASS AND CEREAL WINTER RYE, 7ENNPOPARv ®O TEMPORARY SLOPE DRAIN 3.15 2. ROCK CHECK DAMS WLL BE CHECKED REGULARLY FOR SEDIMENT OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE OR MAY THROUGH A TEMPORARY BARRIER OR DAM WIN CONTROLLED STOIHWAYER RELEASE STRUCTURES BUILDUP. WHEN SEDIMENT HAS REACHED HALFWAY UP THE UPSTREAM AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS 70 BE APPLIED AT RICH IS FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SON. ACROSS A SIDE, IT SHALL BE CLEANED OUT. 8OBS/10OSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY ARAWAGENAY. IT IS USED 70 DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE ARS45 O SAFETY FENCE 301 J. TEMPORARY SEDIMENT TRAPS WLL BE CHECKED REGULARLY FOR EROSION CONTROL INSPECTOR. 3 ACRES OR GREA M? FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOURS to SEDIMENT BUILDUP. WHEN THE SEDIMENT HAS ACCUMULATED TO ONE 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, SETTLE OUT. IT CAN BE CONSTRUCTED ONLY WHERE THERE IS SUFFICIENT SPACE AND HALF THE DESIGN VOLUME OF THE NET STORAGE IT SHALL BE REMOVED AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT APPRO IRM TE TOPOCR,AFWY MAMMON EFFEC77VE LIFE IS 18 MONTHS UNLESS! DESIGNED TEMPORARY RIGHT-OF-WAY 1I1 AND THE TRAP RESTORED TO ITS ORIGINAL VOLUME ® 9OLIN L. FERTILIZER BSII000SF; INCORPORATED TO THE TOP 4-6 INCHES OF SO ,S A PERMANENT POND BY A QUALIFIED PROFESSIONAL. DIY SAN SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT OUST PROTECMN: CTraMWA3ER RM-�F LSI ATTd11S MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACR£ AND CONSIST OF 7W INSTALLATION OF RPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW CONSTRUCTION OF THIS PROJECT WCL HAW AN EFFECT IN PEAK 95X KENTUCKY 31 OR TALL FESCUE AND 0-5X PERENNIAL RYGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 801.115/100SF. STORM DRAW OUTLETS TO REDUCE EROSION AND LANDER-GUrTNG FROM SCOURING AT RUN-OFF RATES DUE TO AN INCREASE IN OUAN77TY AND VELOCITY OF 774E RUN-OFF. THE IMPERIOUS AREA IS BEING INCREASED DUE TO ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL OU71£75 AND ITT REDUCE FLOW VELOCITIES BEFORE STORMWA PER ENTERS RECEIVING THE CON57RUC770N OF THE ROADS, POOL, AND PARKING LOT. HOWEVER, INSPECTOR. CHANNELS BELOW TESE QUIETS MUCH OF 714E RUN-OFF IS BEING DIVERTED TO AN EXISTING POND, 19. MAINTENANCE.' ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH "JUE /SUJET PROTECTION: W41CH WLL ASSIST IN DECREASING THE RUN-OFF VELOCITY FROM THE RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES /S TO BE A SEDIMENT FY TER LOCATED AT THE WLET TO STORM SODER CUL VENTS WICH PREVENTS PROJECT SITE THIS MEASURE WLL PR07ECT UCKWCHOLE CREEK BY REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WEEN 5OX OF THE SEDHENT FROM ENTERING ACCUMULATING N AND BEING TRANSFORM BY THE CULVERT. CONTAINING THE FIRST FLUSH. THE POND WLL FILTER AND DRAIN THE WET STORAGE VOLUME IS FILLED WTH SEDIMENT. ALL SEEDED AREAS ARE TO BE IT ALSO PROVIDES EROSION CONTROL AT CULVERTS DURING THE PHASE OF A PROECT RUN -RESEEDED HELP R Y THIS STTREAMS A REDUCED TOF WHEN NECESSARY TO ACHIEVE A GOOD STAND OF CRASS SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT WERE ELEVATIONS AND DRAINAGE PAnERNS ARE OHANCw(• CAUSING OPIGN,v. CONTROL FLOODING AND/OR DEGRADA77ONAT ALL 774E CONTRIOUEVENT T OA THE BE CLEANED AND REPAIRED IMMEDIATELY. IAEFtSIRES TO BE XAEFFECTME. PERMANENT STABIUZAnON PRO -RATA SHARE PROGRAM WILL ALSO BE MADE TO COMPENSATE FOR THE 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE SAFETY FENCE PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS RUN-OFF TO THE REGIONAL POND. REMOVED WININ 30 DAYS OF FINAL 9 T STABILIZATION, WHEN MEASURES ARE A PROTECTIVE BARRIER INSTALLED 70 RROH/BT ODESRABLE USE OF AN EROSION PER THE PERMANENT STABIL/ZA ION OF THIS EROSION & SEDIMENT NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL CONTROL MEASURE - INSPECTOR. CONTROL NARRAIVE AFTER CONSTRUCTION /S COMPLETED, ALL DISTURBED AREAS OF THE SITE WILL BE LIMED, FERIUZED, AND SEEDED AS PER CURRENT VDOT STANDARDS THIS SHALL CONSIST OF THE FOLLOWING,• TOPSOIL - 2' DEP774, LIME - 2 TONS/ACRE, FERIUZER - 600 LBS./ACRE OF 15-30-15 SEED - ERNST 5311 CONSERVA ION SEED MIX - ERNMX-114 (45 LBS/ACRE PENNLAI M CREEPING RED FESCUE, 375 LBS/ACRE ARGILE KENTUCKY BLUEGRASS 375 LBS/ACRE PARK KENTUCKY BLUEGRASS, 15 LBS/ACRE ANNUAL RYE-GRASS & 15 LBS/ACRE PLEASURE PERENNIAL AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WNL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC AT7EN71ON WILL BE GIVEN TO THE FOLLOWING I7EMS A. SEDIMENT BASINS ANO/OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER LMA/NAGE.. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SILT FENCE BARRIERS WLL BE CHECKED REGULARLY FOR UNDERMINING OR DE7ERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF WAY TO 774E TDP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. SOIL DEISCR_TPTION 25B -DYKE- SILT LOAM- 2X TO 7X SLOPES. THIS SOL IS DEEP, GENTLY SLOPING, WELL DRAINED SOL ON BROAD, CONVEX FOOT SLOPES AND COLLUVIAL FANS SLOPES ARE SMOOTH AND ABOUT 300 TO 1000 FEET LONG AREAS OF 77415 SOL ARE LONG AND WOE. THEY RANGE FROM 5 TO ABOUT 30 ACRES THE SURFACE LAYER OF THIS SOIL IS DARK REDDISH BROWN SLT LOAM ABOUT 8 INCHES THICK. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE. SURFACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE THIS SOL HAS GOOD TIL TH. 36C-HAYESNLLE-LOAM- 7X TO 0% SLOPES THIS SOL IS DEEP, WELL DRAINED, AND STRONGLY SLOPING. IT 15 ON NARROW CONVEX RIDGETOPS AND SIDE SLOPES SLOPES ARE SMOOTH AND ABOUT 200 TO 600 FEET LONG AREAS OF THIS SOL ARE LONG AND WNDING THEY RANGE FROM 5 TO ABOUT 50 ACRES THE SURFACE LAYER OF THE SOL IS BROWN AND STRONG BROWN ABOUT 7 INCHES THICK PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. THE SOIL HAS GOOD TLTH. 3703-HAYESNLLE-CLAY LOAM -15X TO 25X SLOPES SEVERELY ERCOED- THIS SOL IS DEEP, WELL DRAINED, AND MODERATELY STEEP. IT IS ON SIDE SLOPES THAT BORDER SMALL DRAWAGEWAYS. SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG AREAS OF THIS SOIL ARE LONG AND WNDING THEY RANCE FROM J TO ABOUT 20 ACRES. 2603 -DYKE-CLAY LOAM -7X TO 15X SLOPES SEVERELY ERODEDD, THIS DEEP STRONGLY SLOPING, WELL DRAINED SOIL IS ON CONVEX SIDE SLOPES OF COLLUVIAL FANS SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG AREAS OF THIS SOL ARE LONG AND NARROW. THEY RANGE FROM 5 TO ABOUT 30 ACRES. 2683 -DYKE- LOAM -7X TO 15X SLOPES SEVERELY ERODED. THIS DEEP SLOPING WELL DRAINED SOL IS ON CONVEX SDE SLOPES OF COLLUVIAL FANS. SLOPES ARE SMOOTH AND ABOUT 100 TO 300 FEET LONG. AREAS OF THIS SOL ARE LONG AND NARROW.. THEY RANGE FROM 2 TO ABOUT 20 ACRES. ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE &££DED WITH FAST GERMINA TNG TEMPORARY VEGETA ION IMMEDIATELY FOLLOWING GRADING SELECTION OF 7HE SEED MNX7URE WILL DEPEND ON THE TIME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. PLANTS SHOULD BE SELECTED APPROPRIATE TO THE SEASON AND S17E COND1IONS FROM TABLES 3.318 AND 3.31C. N07E 774AT TABLE 3.31B PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF 97E CONDITIONS' TABLE 3.31C PRESENTS MORE IN-DEPTH INFORMATION ON THE PLANT MATERIALS. TAns 33M,A Lain ROQDIt plasm IDR T11111PORARY OM RWoumnVwWsd ApplicWtbn pB TAM loA�OI1BIOl1SmIRHON beNM 41 3 mm pm Nae 4.2 IP S3 2 mtr per Mx 52 a 6 1 on per Hae THE PURPOSE OF THE LAND 00STURONG AC77WTY /S TO CREATE POOL SITE PARKING LOT, AND ROADS CONNECTING THE POOL TO £)a57WG ROADS WIHIN 174E DEVELOPMENT THE TOTAL AREA TO BE DfSWSFD WIN THIS PHASE OF THE DEVELOPMENT IS 21.5 ACRES EXISTING SITE CQV&77ONS, AT PRESENT, THE MAJORITY OF THIS SITE IS AN OPEN GRASS FIELD WTH NO VEGETATION. THE SITE SLOPES OFF TO THE NORTH TOWARD LICKINGHOLE GREEK. THE EXISTING 97F IS EAST OF OLD TRAIL DRIVE; AND MOST OF THE DRAINAGE FROM THE SITE DRAWS TO UCKWGHOLE GREEK. THE PROJECT SITE IS NOT WT IN THE FLOODPLAIN, BUT IS ADJACENT TO THE FLOODPLAIN AND STREAM BUFFER. ADJACENT AREAS THIS SITE IS BORDERED BY FUTURE OLD TRAIL DEVELOPMENT TO THE SOUTH. OLD TRAIL DRIVE TO THE NEST, FUTURE OLD TRAIL DEVELOPMENT TO THE EAST, AND LK70NOYOLE GREEK TO THE NORTH (FUTURE LOCATION OF OLD TRAIL PARK). THE UNDEVELOPED RESIDENTIAL TRACTS ARE UPSTREAM OF THIS PROPERTY. EROSION CONTROL MEASURES SUCH AS SEDIMENT TRAPS SILT FENCES AND DIVERSION DIKES SHALL BE UTILIZED TO CONTAIN THE LAND DISTURBANCE ACTIVITY AND PROTECT LICKINGHOLE CREEK. OFFSITE LAND DISTURBANQL NO OFFSITE LAND DISTURBANCE IS PROPOSED. ALL LAND DISTURBANCE 1S TO OCCUR WTHIN THE UM17S or DISTURBANCE AS SHOW CN71041 ARFAC• THIS SITE IS ADJACENT AND UPSTREAM OF THE FLOCGPLAW ASSOCIATED WTH LICKINGHOLE CREEK AND WETLANDS LOCATED NEAR LICKINGHOLE CREEK SPECIAL ATIEN77ON SHALL BE GIVEN TO THESE AREAS DURING THE FILLING AND GRADING OPERATIONS TO ENSURE RUN-OFF FROM THE CONSTRUCTION ACTIVITIES DOES NOT IMPACT THE FLOODPLAIN, WETLANDS OR DOWNHILL STREAMS SEQUENCE AE MYS7RUC77ON 1. NOTIFY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT 70 SCHEDULE A PRE-CONSTRUCRON MELTING AS REOOARED. 2 FLAG THE LIMITS OF DISTURBANCE THE FLOODPLAIN, STREAM BUFFERS AND WETLANDS UM17S ALL WETLANDS ARE TO REMAIN. THERE SHALL BE NO IMPACTS TO THE WETLANDS AND FLOOOPLAIN, 3. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONS7RUCTIDN PROCESS W7HOUT THE APPROVAL FROM THE INSPECTOR ON 'THE PROJECT. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR 70 OR AS 774E FIRST STEP IN CLEARING 4. INSTALL THE PAVED CONSTRUCTION ENTRANCE AND WASH RACK LOCATED OFF THE SECOND TRAFFIC CIRCLE AS SHOWN ON THE PIANS CONSTRUCTION ENTRANCES WHERE CONSTRUCTION VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (V£FKCULAR) TRACKING ONTO THE PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. IMS PROVISION SHALL APPLY 70 INDIVIDUAL SUBDIVISION LOTS AS WELL AS 70 LARGER LAND DISTURBING ACT1,171M THIS CONSTRUCTION ENTRANCE SHALL REMAIN OPERA77ONAL AT ALL TIMES DURING THE CONSTRUCTION AC77V1TY. BARRICADES ARE TO BE INSTALLED ACROSS THE INTERSECTIONS OF THE PROPOSED ROADS WTH OLD TRAIL DRIVE. S EXTEND THE EMSTNG 42" PIPE AS SHOWN ON THE SITE PLAN PIPE EXTENSION MUST BE COMPLETED PRIOR TO ANY OTHER LAND DISTURBING ACTIVITY. INSTALL THE ANNUAL CONSTRUCTION MEASURES AS SHOWN ON THE PHASE I EROSION CONTROL PLAN THIS INCLUDES SEDIMENT BASINS 1 AND 2 AND THE SEDIMENT TRAP SOUTH OF THE CNSIRUC77ON ENTRANCE. ALSO, INSTALL TEMPORARY DIVERSION DIKES AND SILT FENCES AS SHOWN ON THE PHASE I PLAN. THE SEDIMENT BASINS AND SEDIMENT TRAP SHALL BE UTILIZED THROUGHOUT PHASE I & If THROUGH THE DURATION OF THE GRADING OF THE PROPERTY. DIVERSION DIKES AND STORM SEWER BOTH PERMANENT & TEMPORARY SHALL BE USED TO DIVERT RUN-OFF INTO THE TRAPS ENSURE POSITIVE DRAINAGE ALONG THE DIVERSION DIKES IN THE DIRECTION AS SHOWN ON THE EROSION CONTROL PLAN. SEDIMENT BASIN /1 WILL BE MODIFIED W PHASE 11 WTH THE GRADING OF MARLEBECK DRIVE SILT FENCE WILL HELP FILTER ANY SEDIMENT LADEN RUN-OFF THAT DOES NOT MAKE IT INTO A TRAP OR BASIN ADDITIONALLY, 9LT FENCE WILL BE USED AS SHOWN ALONG OD TRAIL DRIVE TO PROHIBIT RUN-OFF FROM REACHING THE ADJACENT PROPERTY OWNERS WNOUT BONG TREATED. SEDIMENT BASINS AND TRAPS PERIMETER OIKES, SEDIMENT BARRIERS AND OTTER MEASURES INTENDED TO 7RAP SEDIMENT BULL BE CONSTRUCTED AS A FIRST STEP WIN ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 6. IN AD0177ON TO ENSURING THAT THE PAVED CONSTRUCTION ENTRANCE AND PERIMETER CONTROLS ARE INSTALLED, INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON THE PHASE 1 EROSION CONTROL PLAN THE CONTRACTOR /S RESPONSIBLE FOR INSTALLA17ON OF ANY ADD117YONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7 ONCE ALL THE EROSION CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ON THE PHASE I EROSION CONTROL PLAN AND THE COUNTY INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES THE CONTRACTOR CAN CLEAR AND GRADE THE SITE STABIUZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS DIKES AND &VERSIONS IMMEDIATELY AFTER INSTALLATIONN, S. ROUGH GRADE THE S17E TO THE CONTOURS AS SHOWN ON PHASE If OF THE EROSION CONTROL PLAN. 9. IN ADDITION, SPECIAL CARE SHOULD BE GIVEN TO ANY GRADING ACUITY NEAR EXISTING ROADS AND UPSTREAM OF LICKINGHOLE CREEK, THE FLOQOPLAIN, AND THE WETLANDS 10 GRADE OUT THE REMAINDER OF THE SITE AND GRADE THE ROADS AS SHOWN ON THE PHASE 11 £BOSON CONTROL PLAN. INSTALL THE REMAWWG SICRM SE VIER FOR THE PROJECT, USING INTERMEDIATE INLET PROTECTION TO PROTECT THE END OF THE PIPES INSTALL OUTLET PROTECTION AS SHOWN ON TIE PLANS INSTALL TEMPORARY SLOPE DRAW AND GRADE THE TEMPORARY ESC DITCH AS SHOW ON THE PHASE lI PLANS INSTALL TEMPORARY PIPE FROM STORM STRUCTURE 6 TO 5ECIMENT BASH I. 11. FINE GRADE_ INSTALL CURB & GURM INSTALL SIDEWALKS SEED, AND FERTILIZE THE DENUDED AREAS INSTALL INLETS AND INSTALL INLET PROTECTION AS SHOWN ON THE PLANS 12. PERMANENT OR TEMPORARY SOL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WTHW SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS INAT MAY NOT BE AT FINAL GRADE BUT WNL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS PERMANENT STABIIZA77OV S1NALL BE APPLIED 70 AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. IJ INSTALL S70NE BASE AND PAW THE PARKING LOT AND ROADS 14. ONCE THE SITE IS STA8II2ED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE THE EROSION CONTROL MEASURES NO ITEM SHALL LE REMOVED UNLESS THE UPSTREAM AREAS ARE STABILIZED AND THE COUNTY INSPECTOR GIVES PERMISSION. SEDIMENT BASINS CAN ONLY TEN BE CLEANED AND REMOVED. M MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED /N THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. REMOVING ONLY WHEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE WPI THE VIRGNU EROSION AND SEDIMENT CONTROL HANDBOOK THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASI/RES PERIODICALLY AND AFTER EACH RUN -OF -PRODUCING RAINFALL £VENT. ANY NECESSARY REPAIRS OR CLEANUP 70 MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WTHIN 30 DAYS AFTER FINAL SITE STABIUZA 7104 OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEMENT AND THE DISTURBED SOL AREAS RESUL TNG FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTA TICK, L,ic. No. 035791 �' 6 o - bt Lu Z W W tn z P -I M M CN N 4 3 4 Z W H O O CL co U O C13 Q�1 �G 0 O g A Z a 6 L W FL n 0 02006SCALE FERTILIZER SHALL BE APPLIED AS 600 LBS/ACRE OF 10-20-10 101111111111 TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO SQ. FT.) OR EQUIVALENT NUTRIENTS. LIME AND (14 LBSE1R GERMINATE AND GROW. SEEDBED PREPARATION IS ESSENTIAL. FER7NJZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 SH AN EVALUATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY INCHES OF THE SOIL lF POSSIBLE. mi FOR TEMPORARY SEEDING. TABLE 3.31A MAY BE USED TO DETERMINE THE o SHEET No. ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RAPES IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO o FURTHER ROUGHENING IS REQUIRED. WHEN 774E AREA IS COMPACTED, CRUSTED, OR HARDENED, THE SOL SHALL BE mi TYLE M4 LOOSENED BY DISCINS RAKING, HARROWING OR OTHER ACCEPTABLE MEANS TRACKING WITH BULLDOZER CLEATS IS ACCXFUWX NO°H•���~'�M1q MOST EFTECIVE ON SANDY SOILS. THIS PRACTICE OFTEN CAUSES 0 IQUKX �ORMCE ICH ALL H[YIOTa, UNDUE COMPAC770M OF THE SOL SURFACE, ESPECIALLY IN CLAYEY SOLS AND DOES NOT AID PLANT GROWTH AS MIP` lfltlolBBVmA 9ilILiO lllah®7 EFFECTIVELY AS 0774ER METHODS OF SURFACE ROUGHENING. SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, Sept l - I§M 15 50150 Ma DRILL, CUL 77PACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1} INCHES DEEP. SMALL M 50. Is SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED cAV.I fWArPQ LIHc NO MORE THAN 4 INCH DEEP. 07HER GRASSES AND LEGUMES SHOULD BE PLANTED FROM i INCH TO i DEEP. Fa416-M-PA wm.L t>YM� fo-l// SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT LaiaaYLHIo�1 AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, SID. & SPEC. J35, EXCEPT THAT HYDRONULCHES MDI 1 -,ANI 11 111bt % (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE. S7RAW (sad"111111) MULCH SHOULD BE USED DURING THESE PEMOOS AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE -SEEDED AS SOON AS I0'¢' V.law SUCH AREAS ARE IDENTIFIED. P -I M M CN N 4 3 4 Z W H O O CL co U O C13 Q�1 �G 0 O g A Z a 6 L W FL n 0 02006SCALE g a «S c P N/A o SHEET No. a 8 ESC -1 o F * .06 � / _­_ — --- - .----.,---- - 11 r A 0 1 - ,,, .1 I-- - _ - --.--,- ___ - ­­ ___ .-- -- 7, -- � - �l_.- 1�' -- (_� � , ,---," �l > I - I "I ,— — ", , z - I I " / "I 1_� ., _ I /'. I '' I I I . - I __ -Z . � NOTES: , , - , i-,-, - - - 11 , " - - U 11, /, , , I, / I 1� - �- _� -­ - -, � _1 1, I " I ­ - I 1 " - * _ ,�_ �_ "I "."4,1 1 1 "I I : I - -, . - , , - "I -) , / _ N\ � __ _­­ -, \ ., � ­___ �/ 11 I ­ - � �"11-1--o-V I I . - - - I - I 1, . I I - - - , , , ­ - - - - ­ - 1. THERE IS NO TREE CLEARING ASSOCIATED WITH THIS PROJECT. IT - , I I I - I I __ ____ I I THE LIMITS OF DISTURBANCE FROM THIS SECTION ONLY INCLUDES - k � I _C� � -,/ �4 ,� 1-1--, , \, I , -,, ,,�­l ,_11_,� ,/11 // -, POOL -W1 RIGID ­- '. _­ I I I ,-I- �. - I I I -.-o� 'l/ - . -1 I- ­ I -- -- . Ooh - - - � PLUNGE, - ­ I I - - . � ... ___ - ­ - 3� -1 I I 1, 1, , I " / ,� \ I , I __� - kt) - -_ " 1, '_ . " - - __ ­ - OPEN FARM LAND. THE TOTAL LIMITS OF DISTURBANCE IS 12.79 AC. :t il� / / -,,,-- - , -� ", S� -�, _� � , LIWPL SPREADER _ I - ., , ­� �, - --- -, � I -,- --- - --- � -_ _ __ - �p_ (" PLUNGE POOL W/ LEVEL �, - ___\ � \ I — — __ __ I - I— _� / - , _1� .� \ , /. � ­�­. 0- / -I,-- " __ __7 �- _____, --,el ­ - __ ­ _'l ­ -1 I 1� I __ _­ 2. CONTRACTOR TO NOTE AND FLAG LOCATION OF FLOOD PLAIN ,, - . _ -,V , I " \ IL, T_ _' __' 0. ­ -- _.�­/ �f� -_ , , . � I 11 _'� I/ \ � SE . , :��,,� - � -- C - /' / E IL, THIS SHEET , - .�' - I I -_ '.I ;0 SPREADER DETAIL - . -I- �� %, ­ I l\ � \ / . _ a 1_' ­ -, ", - I ,-, 'e - I I - " , I - - , - " I - __ - I AND WETLANDS. FILLING OR CONSTRUCTION ACTIVITY MAY NOT SCO R. COWNS�Z % V _% ­ 1, I "I / I I - I I - " � , 0 - _11_?,� _/y ", � I "I / , ? � , � '6�) LENCT"l-1, 0 , I /I " , 1_� , , , 1, I - -_ - "I _" I.- :�-�k_ -- \ > 1� I , I 1- 11 . , I z I . � - _� :jz -If )I-) -Cy"/ ,4 �, - - 1 -'7)" - - � � ,/. /I "I" I -11'.."'f", . I , / / '-- .- I " __ - � - "' - -, - - - - OCCUR WITHIN THE LIMITS OF THE FLOODPLAIN. CONSTRUCTION 0 ` 0- (-I , I %% - 11 \ - — I 1\ -, / j I I 1 *%.� 1 1 1-1 , 6511 -,,, . 1, / . - I I I- __ I .1 U Vic. No. 035791.b. W� < �, __­ � z \_./ 1, ­--,,,_,�� � � / / " - 1, // - -,, _,, � � - ro�,15 � - - - : - U �) " - - I , \1 "I I 1, 11 .. -_ - , I __ -9, � r I / - I I',' ,- , 11 , ­ ACTIVITY WITHIN THE STREAM BUFFER SHALL BE LIMITED TO THE " I � A , / , I / r , -4 k-� " . , , ..- "I'll / ''I I � I ­­@ "I I � / I I 1, I ­ - /I "I / I 11 -_ � 1, / .1 I ­ ­ , I _Z '_�l , 5 z , __ I / ,, I \ " - � - , - 4 " 654 - - ,, - _-1 SEWER TIE-IN. NO OTHER ACTIVITY 15 ALLOWED WITHIN THE STREAM & -to -06 I � Ile , , 2S , � - - ____ __,z -1 I ' a / / 1\ I -1 I - I 1� VDOT STD. - � I------- \1 / � " I- / ; - / I ,� I ,11 __ __ - - I �EL I -1 � 1, 1, - /I � I I I 11 '.� I I - ,� 1. - .- I- ". " BUFFER. - . 8 PD LEV& 11) x /__ "C' . \ / � \ / , / , -, / / I '.1 �l .­ " - , '_2ADt,R tp' , 11 I ­ I I/ 1, I / ­ -, --- _ 3. SEE SHEET ESC -4 FOR DETAILS ON THE SEDIMENT BASINS. - IONAL " ') I , /, ,e�_ // / , . 0 S P/) I " b,5t' ,� I I I / 11 " / I - ,� /� � I / " / " , , 11 _. I 11 11 ___ I . . , SPREADUt / -,-\-,\,J- I I I I I ,�/ ,� ,< _\ / / I � I " / 1. . - f -l- 1\ l_v I I 1 0 ,_ I I " " / , , , " 660 - - - I., / '. I / , / / I Q( - __ -1 ,- - 11 - - - ­_ - ­ , -.-- ___ ­ 1-1 11 - — __ — _. __ / / / ,� J .d-- 'L_ / / / ,/ 0 1 . / I I I . I — -1 4.00- 1 )I __.___ _ � _( ), � ,- , / I 11 l/ - " � . I 1, - / I I I / I- - -- -- ,- ­ � -- — -_ .- / / � - - ___ , , ( \ 1- / I/ I " 6 I /,,"RE ' I � i ,l I- -1 ­ --- -_ -_ ! ! 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I �! , I 11 I I � ; I � I \\ \ . \ . -.,-- � ( I , r i I I 1� I 'll , \___.., -1, '\ I � I � i � . \ I I I � . i 'Uil 1� I __ % \ '\ � I I � I I � I '. - I I , "­ ___ _­­ \ . i I / : � I I \ L I 1,111 0 I I Ili " I __ - ­ -1- L L, " -I- I i ! \ I I � ­ ' u Lu , \l, ) I . I , \ � I L I L I I I / 11 . i � 'L I I I , I I � : ,,, I , - - - __ -,- __ 0 1 1 1 ___� - - - __ - - - --- --- -__1 \ I � I 11 I . I- I - __ - ___ - ___ ,--- ____ ___ __­ I— __ _ __ ­ - --- -- -_ - __ -, 'L b ,� - ___ - - - - - , I ui i __,\, � I I I , , / J, . I I z - I ru I \ 1, \ `� _- - �l, - � I I �; � . � I'L\ � I I I I I ! L . � i I I z �l - 11 , \ � 3: i I z I I \\'_­­ ___t � 11 1, i 11 , � I ; I I / " " I L \\ (A I \ \1-1. ­_­ � , I � I I / , / I . 11 " 11 LEGEND 108 NO. I I --, 'I' l I ­ I I . / , GRAPHIC SCALEL, 02006 1�_ - 11 � . i \ , , , , 50 , 0 , 25 ' 50 100 I 2W .1 I_ __ ___ 1. \ \ � 1, ; / . SEDIMENT TRAP DRAINAGE AREA m = = = = m m a I , - I \___\, 1 � " � L L / � I , / I , I I I I I 11 - - '—.-----" :1 I I I I I I . ) 11 I ­_ .__ ­ SCALE I . I =--- - I I z 1, LIMITS OF DISTURBANCE " I 1, '\\, � \ '. " 11 I I � ­ . I , I / 11 ­­ I � ­_`�__ Ll I LAIIIIIII-J!" .i ,. 1 = 50 '\I- __I , I i � � i I / I (_ I � I . - '� ____ - - - I ! � � � " I I _� �' . ( IN FEET ) / . L,, — — — \--I- __ 1, � � I \ I I / _1 / I SOILS LINE I\ ----. I \ � I "I I ��1I _./_,-��­­'_�, --, " -, I,- . I I 11 I inch = 50 ft. .1 It SHEET NO. - - I \ I , f I I . f z __ � SOILS NUMBER ��� ESC -2 - - ,, \_ I I I I � - LL " \ I " Sower. Va. DIM and Kr- MminiNdANOM I ,-----.- \ \ I I __ ___ — _� I I � I I � I I - . Pkas 321-2 k \ \ \1 11 " \ 1 - __ I I . . v 5r1 , - - / \ Y ' \r`- Z f - /-- - _� - NOTES: 1. THERE IS NO TREE CLEARING ASSOCIATED WITH THIS PROJECT. o ,. - -T°,p� 7� / _ - - THE LIMITS OF DISTURBANCE FROM THIS SECTION ONLY INCLUDES �F f \ pp / - ' ,, ,/6 - - - OPEN FARM LAND. THE TOTAL LIMITS OF DISTURBANCE IS 12.79 AC. t'l \ 2. CONTRACTOR TO NOTE AND FLAG LOCATION OF FLOOD PLAIN T / - - _ AND WETLANDS. FILLING OR CONSTRUCTION ACTIVITY MAY NOT // ®pr----�I B5' TT R COLLINs% �, .%i a o OCCUR WITHIN THE LIMITS OF THE FLOODPLAIN. CONSTRUCTION O «-. -. \ - %� gR�ppEjt`�' ACTIVITY WITHIN THE STREAM BUFFER SHALL BE LIMITED TO THE 'c. o. 035791a , p 665 s E o b'* SEWER TIE—IN. NO OTHER ACTIVITY IS ALLOWED WITHIN THE STREAM q Q ®® ----------LOCATION _ OF STREAM IbUFFER - BUFFER. �� 6 • 1 8 ��+��i4 ^0� . SEE T ESC-4 FOR DETAILS ON THE SEDIMENT BASINS. ``9 RE 1° stoxel �e ° SF W/ . / : 1 \ 4 2 / 0. - - ._sAFETYtJGg o � E / 670 / &N , - / \ EXISTING WETLANDS. - - �/ ... - - / / - _ �- - \. - -. !- 1'O...RE .AIN.. cl) m... OO. O ®.-i '.. - - _.. � - / / �-. -.;.,� e.e .. LOC OF 100 YR FLOODPLAIN, ' / 1 /�/' _ _- �. � � , " � F8S \ �� . \ 61 , " �, s z .. ,. \ �� O J f. F. TURBAN ® / ° 00'0 O' SILT Yl E `t J Z \ae / \ Z \ \ O P h I ,1 o l , �a \; ui ® �. �, DD P� SEDIk1 NT, BASIN'#2' _,oma, I I \ N / / IP 1 Q.A. 2.05 AC... i , , d I n S O �� W/ WIRE I e ® _ v SI T FENCE, r � aft !\ a' _ CLASS 1 RIRRAP ENERGY : IF I ". 1 N$40',' r? e? e b I SKATER OUTFALL i '� - � P ' � B� , L=20', W=12% D=2' �� `•� Ip q 'i/ 9 � .. J ' 1 I No 69 1\ sERVAnGN _ p \ AR A YI: SAFETY FENT S O\ W/ "RE SILT FEN / 1 lJ 1 ®' \ l S p / ( ) / AI Z O ` i ''I { ^ LOCATION OF. PROPOSED / I I , _00 ... LL - TS P ;I I ' �',I N g STOCK PILE., NOTE: STOCK AfnL, . _ ,y� �ILE TO BE. ENCLOSED Wlhf'I I _ - - - _ O o i 1� I I g `S14/f FENCE AT ALL TIMES +'� `.� W N '' i -. v y O / ,& -0 0. 10 ' B� moo-- — _ _ W SIG 7 ®e,.® f r SIGN i 1 ,•. A INIMUM OFA 12'X70' CONSTRUCi10N- (•) ANCE SHALL BE INSTALLED. THE _ 1 : / 1> H .. y .a - 11 .1 J - 1 I E ANC SHALL DRAIN TO SEDIMENT / EXISTING STORM P _- - BLOCK 1 .a SEWER OUT\ I 1 .� ' / PS 1 I I :1 oe E P > o ' i ' S6 ®:® . ° E 1\ w , I� .• � '� `, 3 IMEN'� ° SDI B NSP .- 51 J H P I o o , - . EXISTING POND .DOUBLE .CULVERT _ = - _ I .-. � D A AC. I LLI OUTFALL PIPE§. :_ _. _ "- - - _ _ -- -- _ _ -- -_ IP' _ - - ," $ PARKING AND STAGING' _ r.I I� I I I t n O - V _ - - �, Vi DO 11 Z Q I ° r q J \\ z / . di IP - / \ ---- ---_------- _ U - > - E4G ISCLTBALL tn ...... LT. L TRATE. DRIVE RUNE N ]EXISTING _ I I P =;: I. COO . a2 WATERLINE E ALONG OLD -� \ - ----1� _ --- - _ I J " TBom RAIL DRRISHAl11 BE5 ORTO L S 1 BARRICADED' I \,_ \\ \ VITIES. ALL EXIT THE SITE THROUGH THE - — — — — C LA S I RAP LIMITS OF DISTURBANCE , CONSTRUCDURING OTONTRAF,i}lC TSTRUCTION �nENIER AND I \ \. j� -T� E%_ TH GEO-FABIPIC y W=20', I CONSTRUCTION ENTRANCE. U DE LAYMENT I III 0 00 \ 1 p LJ:W_ILu_W - - - I I I &APHIC S(�i\ALE - \-- / / n W I FfFNfI JOB No. I � 02006 SEDIMENT BASIN DRAINAGE AREA ■ ■ i ' t''' '�ss...�' / : LIMITS OF DISTURBANCE I = SOS i I ET) -- A 0 __ - — — — — 5H. \ � ` 1 t(fI \ SOILS LINE _I , % , / SNIT NO. SOILS NUMBER 36C ESC-3 P" b,�.ae was (acres) 413 5.87 ores: (wing 7 waaar wastes) Teal Lbs. 5K Are elation (1) o nlar sae (M wlwn(CY) 656.00 1228.0 0 658.00 19820 3,180 660.00 7994.0 8,027 662.00 3954.0 14,848 664.00 5146.0 23,922 666.00 6438.0 35,482 A atamps rsaise (cy) (67'DA) -MV 011 elaWlm (A) A storage prodded st 11Aa surWean (cy) stable Wduree berms CIMMA Icy) P3'DA) ran 41e016011 (t) 110100=rrl Cleao(MA to sense (R) Q 1) / stamps: / stamp mead (cry) (BrDA) n iple spYfamy coast M / stype podded at the Wa6011 (Cy) melt Of dWAVM q rNcs (In) melr of Imaae hAAp (at) (018c"2') we.. (Use 0.45 for bre ease) (min) yr 4.1 O 2yr Syr 6.0 O 25yr woe spillrMy: a" head (2) mor oar (at) Murry Capacity. op (cis) meter trash ruck (in) rest Wath (t) ad on barrel tl/arpn enlbremrd (t) SAFE# FENCE 393 680.76 383 194 am 1.9 393 883.4 787.0 3.0 5.0 0.45 10 10.83 17.43 1.0 30 23.0 42 44 8.4 TAM" 3." 413 WM SFWI IC SUDING MDIMM FOR p®MON! AW Teal Lbs. 5K Are - Coom erdd or ReaMential 175-288 lbs. - Kenhrky 31 or Turf -Type Tall Fesar 95.100% - lopmrd Paremisl RyeBrm "% - Kentucky g1wQ.r 0.5-% HWLMUAOKOJAM 200.290 bL - Kentucky 31 or Taff -Type TW Fescue Genal Skye 13:1 len) 10091, or - Kentucky 31 Fesare 128 lbs. - Red Top Gros 2 bL - Seooml Nuns Cmp • SI-bl W N 130 lbs. - Kentucky 31 Focus 106 lbs. - Red Top Gro 2 lot - Seasonal None Crop ` 211 bs. ClorooWeldl ` upabown face slope: 658.00 9780.0 _zI.hL 13011s. ' Use seasonal safe crop In wocniance With seeding dates as tuned below. Febmoy 16th through April ...................... Mold Rye May lit tbMUgb Mart 15th ..................... Fodall MIDat Angwt 16th through October ...................... An" Rye November through Febmty 15th ................... Winn Rye 00 Substitute Soiaa Impatient for CzaWnrtch ase of Farteville, Va. (May dwoogb Sep sudw we hulled Sencea, all oder pariok vac uobWW Sericm} HFlatpea is land in )ieu df C wnvetd4 increase not WV ft/=L Ali kilaw med moa be properlyImaLted. weeping tmvegr s may be added to any slow r lra-nrlelemme ora during Woof fading nixes. prbb; add 10.20 lot/era in '=�:a:a aew�rav deep Noll eWr top Ofdom (k) tap VAM of dem (t) Dalian of Iarat (A) won" face slops: dosartry am face slops: bases: WVM dhow, L (R) e/ecthm Width, We (2) L I We (bases ceased 5> 2) Comm: dWM of aser at spMally Mat (t) slopedlpab", face(Z1) slope of hsrst (Sb) wvm of at annealed zone (Ls) aemrpency spniwy: r4. copctly (O25 Op) (cos) bottrn V M (t) slope deret a/earalst (8/11) tni erarl leplh oat clue. (t) west of sptkaey (t) OU YL S6� '55=1, I� 884.4 MA 8.0 856.0 04),37 2:1 2:1 res 72 48M 1.07 yes 7.41 2 0.50% 45.38 2 4.324.3 NO we Na Na WE Na PROTECTI ftlb 15: SeclinMrt Bain daipr, (spec 3.14) IedleneW Mein 2 Design 413 design W vtir 553.24 0 turns s (ams) 5.15 tap at sem (R) seat Wekrrrs: (using 7 oon1w Nasrrft) 856.0 sWetlan O0 oontar was (50 %ekaWcv) .. 646.00 1859.0 0 _ 648.00 2873.0 4,695 �. .�. 650.00 4075.0 11361 W N 652.00 5303.0 2OA60 ' o •masa 654.00 6709.0 32,843 656.00 8194.0 47,721 upabown face slope: 658.00 9780.0 65,671 aA stamps at stamps oeaead (cy) (07'DA) 413 design W vtir 553.24 0 Ieaalr" arlsce steWmlion (t) 550.00 tap at sem (R) W S Y 0 856.0 let stamp F I I I at this slarim (cy) 413 tap wIM of dam (t) 8.0 NOa means baby creams (ay) 03 -DA) 207 bottrn d basin (t) K u n 648.0 W N loan . at ....n, R) 548.28 mpptux. Dolton dh m lam: 111),23' N Nlrca Som cleaved to rtgca O0 (' 1) 1.62 upabown face slope: 2:1 680 PROPOSED doanstmam face slope: 2:1 TR. fy straw. M stonhps raaead (Cy) M7 A) 413 oases: NO racipfa spea y cnmt (t) 052.24 length dw opt, L (t) 101 ri stype prodded M Ob OFAMM (q) 825 ell"M Width, We (t) 5470 1=rneA ddawalaMp tMcs (In) 3.0 L I We (bases masse W> 2) 1.96 lasa6a of sadist h"q (in) (w4cs•2) 5.0 cases: ym calor.. d110 dWaWr sl epseey asset (t) 5.24 (use 0.45 for ban MM) 0.45 slope d umbers face (L1) 2 (min) f0 slops ofbwel(Sb) 0.50% 2yr 4.1 O 2yr 11.37 Ir19th of Demi In sabunded zone (Ls) 38.19 25yr 8.0 O 25yr 18.30 manner Callas enaea0 2 dYnelsbn d colts 3.923.9 � aper: W.ww taro (R) 1.0 artrhpecy spMaey: No Asrlslr new M) 30 Hared cepecty (025�0p) (cfa) Na 0" caPncl . Op left) 32.5 bottom Wddth (t) Na Wrier buh rack On) 42 slope as mint cheaW Will Na most lapin (t) 60 maanea Wlplb oat cllsraW (R) Na and on bust Oaahpn and meta at (R) 3.0 crest of spit" (t) Na LEVEL SPREADER FETY FENCE 6I6 _ 632\ 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE MARE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE TRENCH UPSLOPE ALONG THE UNE THE 1WRE FENCE AND EXTEND £XCAVA IED SOIL OF POSTS IT INTO THE TRENCH. j i �] -- A40 FLbw_ r 4 DD TEMPORARY DIVERSION DIKE Compacted Soft INon-R,odabls Inner IB' min. / 90RRC8: VA DSWC CON 21 4.5' min. PLATE 3.08-1 FLOW £X7ENSION OF FABRIC AND IWRE INTO THE TRENCH. ATTACH EnL IER TO STAKES OF EXTEND IT INTO EXCAVA OACKRI COVPA(( (E MIN. I"=20' �6 S!g BARREL RISER A� COMY CONM R117RE Am N M � laltrt theses ME aim=" stages On 71 tMf r.araaasemea ! ar FMWT J::7 L ft sea. 21- 4u arch • ga(� FILL or tr a< 114off 0a . 71 UM I� A Ira MIN sea r P M �s1Mo M ArraastMi M I1! CS�ANt� TNI LIIIw NIR a•[ IQf GRAPHIC SCALE 3J 0 10 20 w e0 ( IN FEET ) 1 inch = 20 ft. 2'x4' WOODEN FRAME 1.5' MAX. 1 "=20' DROP INLET W THTH ORA 7E �IIII^- FRAME �{ 3' MIN. `7 HER U EXCESS AT CORNERS PERSPEC77VE NEWS � ELE�AA AMI #0NND OSIL T FENCE O IP DROP INLET PROTEC170N 3.07-1 NO SCALE �T OFD f� Gl lO iCOTT COLLINS'Z 1 Lic. o. 035791 a at, STONAL Et£' COC d 685 O 0 Z G 1!.-! m a W S Y 0 j O U) N z K u n � W N N 680 PROPOSED TR. 675 tl/ BASIN 1 SEDIMENT 670 // 42" LF 01xB 665 42' RCP 15228 LF E)OSTING 42' RCP u / 1 00.50% 660 011 INV OUT -666 .50 SLOPE=1.56x D- z D O 0 > Z > 655 CLASS I RIPRAP ENERGY DISSIPATER OUTFALL 652 L=20', W=12', D=2' W W 0. W1, o0 rnM rD0 n ';0 O i < 7 u N 0 �m �0 �0 0+00 0+50 1+00 1+50 2+00 2+50 2+75 PIPE EXTENSION A� COMY CONM R117RE Am N M � laltrt theses ME aim=" stages On 71 tMf r.araaasemea ! ar FMWT J::7 L ft sea. 21- 4u arch • ga(� FILL or tr a< 114off 0a . 71 UM I� A Ira MIN sea r P M �s1Mo M ArraastMi M I1! CS�ANt� TNI LIIIw NIR a•[ IQf GRAPHIC SCALE 3J 0 10 20 w e0 ( IN FEET ) 1 inch = 20 ft. 2'x4' WOODEN FRAME 1.5' MAX. 1 "=20' DROP INLET W THTH ORA 7E �IIII^- FRAME �{ 3' MIN. `7 HER U EXCESS AT CORNERS PERSPEC77VE NEWS � ELE�AA AMI #0NND OSIL T FENCE O IP DROP INLET PROTEC170N 3.07-1 NO SCALE �T OFD f� Gl lO iCOTT COLLINS'Z 1 Lic. o. 035791 a at, STONAL Et£' n r•, COC d < O 0 Z G 1!.-! m a W S Y 0 j O U) N z K u n � W N N n r•, V rn M ZM N M N � Z LL N w C> N w WU) >�o Z � ,n H JO u V ZO /10 U Vi ZI Q Q W u M n w U a in O Z ao U) O J 06 � � W JP` W � w J � o O w J O 00 V O n+ lA 106 sea. 02006 SCALE 1"=20' SHEET NO. ESC -4 o 0 �u < 0 n? N r1 as; N ri 1!.-! m a bm V rn M ZM N M N � Z LL N w C> N w WU) >�o Z � ,n H JO u V ZO /10 U Vi ZI Q Q W u M n w U a in O Z ao U) O J 06 � � W JP` W � w J � o O w J O 00 V O n+ lA 106 sea. 02006 SCALE 1"=20' SHEET NO. ESC -4 S'Z //COLLiNm / \�y,\ \`\ \\\\ // /' ,/ ,/// // ! / / / I I . __ •. .. _"' / /r' I I \\ 4 ' •.. �.A � \ 1 I l I I I 1' U Ltc. No. 0357914 001 4 8 J • Y, UU yy ui PA IN ' \ .. \ \\ \ \ \ \\ \ \. < '`4'�1 '` ic', ,'� :y i' /, r .. 6 .ill X 1 •. i • \ \ \ p\ r i < / :1 51 • � \ \ • of '\ \\�. \\ (' \� \\\ t.�.d .« // L' `l e/ < I� /i I \\ . . 6• SCREEN _ o _ AR ND DUMP I fG'. I - - o 68 4--- - 4 0 L9 u M o IG L If •6 op aZ \ \ \ < \ \ r -a 1 L 04 \ ,--------------------------\� - 14 CL ._-_, - -- - -- - - - --- l \ \' \ - -696 o= ul \ bZ. \ +\\ / -- --- ---- 04 \ ... �\ \ Plant Legend \ I LL I` \ \ \ \ \ \ \ \t� \ \1 14 \� . \•;1\\� Abb. \ Scientific Name Common Name Caliper Size Comments 10 -YR CANOPY: Total Interior Onsite I Quairft I Canopy I Quantity I Canopy CANOPY TREES AR Acer Rubnxn'Red Sunset Red Sunset 3.5" cal. 510 3 1 1,530 3 1,530 FP Fraxirlus penroylvanica Green Ash 3.5" cal. 742 4 1 2,968 0 0 PA Platarm x acerifolia'Bb ood' London Planetree 3.5" cal. 479 5 2,395 5 2,395 QP Quercus Palustris Pin Oak 3.5" cal. 471 1 4 121,195 1 1 471 UNDERSTORY TREES AG Amalanct ter x granditra 'Autumn Brilliance' jAutumn Brilliance 6' - 7' ht md"tem 130 1 2 260 12 260 Py Prunus Yedoensis IYosNno Che 6' - 7' ht 1 99 1 4 396 14 396 EVERGREEN TREES IN Ilex x'Nellie R Stevens' Nellie R Stevens Hol 16'- 8' ht 1 44 1 13 572 1 13 572 SHRUBS IC Ilex Crerlata'Steeds' Steeds Holly 312' ht I 1 10 1 93 1 930 4 40 IG IbxGlebra'Shamrock IShamrock Inkberry HoIIY 3' ht. 1 23 1 84 1,932 0 0 32,178 5,664 w y \ \ J o�0 QO: l � . Calculations TOTAL SITE AREA: 2.9 AC 126,324 sf \\ °. \\\ \\\ g x o: TOTAL CANOPY REQUIRED: 0.29 AC 12,633 sf TOTAL CANOPY PROPOSED: 0.74 AC 32,178 sf Toe No. PARKING LOT TREES REQUIRED: \\ r ` \\ 02006 ° - 1 TREE REQUIRED PER 10 SPACES \ `- SCALE o 72 SPACES PROVIDED x (1 TREE/10 SPACES) = 7 TREES REQUIRED " �- PARKING LOT TREES PROPOSED: 9 TREES PROVIDED 1 =2O' . INTERIOR CANOPY REQUIRED: (5S OF 60,213 sf) 3,011 sf INTERIOR CANOPY PROPOSED: 5,664 sf r . b JILU i FAULCONER CONSTRUCTION OFFICE & SHOP FINAL SITE PLAN SITE DATA IVY, VIRGINIA LEGAL T 589 PARCEL 37 SOURCE OF TITLE DEED BOOK 1890 PAGE 151 OWNER MR JACK SANFORD C/O FAULCONER CONSTRUCTION COMPANY 2496 OLD IVY ROAD CHARLOTTESVILLE, VIRGINIA 22903 DEVELOPER SAME AS OWNER PLAN PREPARER ROUDABUSH, GALE AND ASSOCIATES. INC. CONTACT: SPENT NELSON ZONING LIGHT INDUSTRIAL ZMA 129 ZMA 332 BUILDING HEIGHT FAULCONER OFFICE BUILDING: 16 FEET FAULCONER SHOP BUILDING: 27 FEET FAULCONER POLE BARNS: 20 FEET SETBA('I:8 BUILDING: * 50' FROM PUBLIC RIGHT G RA. ZONING DISTRICTS. PARKING: * 10' FROM PUBLIC RIGHT-OF-WAY * 30' FROM RA ZONING DISTRICTS. BUFFER ZONE: NO CONSTRUCTION OR CLEARING/ GRADING CLOSER THAN 50 FEET FROM AN RA. ZONING DISTRICT. DATUM NORTH AMERICAN VERTICAL DATUM (NAVD) 88. SITE BENCFM W NAIL AT THE EDGE OF THE PAVEMENT OF DETTOR ROAD. SEE SITE PLAN. MAGISTERIAL DISTRICT SAMUEL MILLER MAGISTERIAL DISTRICT SOURCE OF TOPO AND BOUNDARY SURVEY AERIAL SURVEY: LOUISA AERIAL SURVEYS PHOTOGRAPY DATE: FEBRUARY 17. 2000 FIELD SURVEY: ROUDABUSH, GALE AND ASSOCIATES, INC. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS FAULCONER CONSTRUCTION COMPANY HAS PURCHASED PARCEL 37 LOCATED ON TAX MAP 58. THIS PARCEL CONTAINS APPROXIMATELY 27.37 ACRES AND IS UNDEVELOPED EXCEPT FOR THE EXISTING ROAD (BETTOR ROAD). THIS SITE DEVELOPMENT APPLICATION IS FOR THE LOCATION OF FAULCONER CONSTRUCTION'S OFFICE BUILDING AND THEIR MAINTENANCE SHOP AND YARD. THIS SITE PLAN ALSO SHOWS THE FOOTPRINT AND LOCATION OF A RENTAL OFFICE BUILDING (BUILDING '0 THAT WILL BE BUILT IN PHASE TWO. * PORTION OF SITE FOR OFFICE USE: 2.5 ACRES (APPROX.) * PORTION OF SITE FOR CONTRACTOR'S YARD USE: 5 ACRES (APPROX.) HAS PHAME�INCLl10ES * ALL GRADING AND SITE DEVELOPMENT/ SITE CONSTRUCTION. * CONSTRUCTION OF FAULCONER OFFICE, SHOP BUILDING, AND POLE BARNS. * PHASE ONE IS TO BEGIN IN THE SPRING OF 2005. PHASE TWO INCLUDES * CONSTRUCTION OF THE PROPOSED OFFICE BUILDING 'A". * PHASE TWO IS TO BEGIN IN THE SPRING OF 2007. LAND USE SCHEDULE EXISTING % PROPOSED % INDUSTRIAL USE TOTAL BUILDING INDUSTRIAL USE PERCENT INDUSTRIAL PERCENT INDUSTRIAL SQUARE FOOTAGE SQUARE FOOTAGE IN BUILDING IN TOTAL SITE MAINTENANCE 15,540 S.F. SHOP STORAGE USE TOTAL BUILDING SQUARE FOOTAGE POLE BARNS 12,960 S.F. OFFICE USE 13,721 S.F STORAGE USE SQUARE FOOTAGE 12,960 S . F 09.0% PERCENT STORAGE IN BUILDING 100 % TOTAL BUILDING OFFICE USE PERCENT OFFICE SQUARE FOOTAGE SQUARE FOOTAGE IN BUILDING 1.15% PERCENT STORAGE IN TOTAL SITE 1.1 % PERCENT OFFICE IN TOTAL SITE FAULCONER 13.088 S.F 13.088 S.F 100 % 1.1 X OFFICE s BUILDING "A" PAR101 i SCHEDULE PHASEONE ��jj �E�OYEES Q 1 PARKING SPACE/ EMPLOYEE 18 PARKING SPACES * 0 OFFICE FACILITY VEHICLES & 1 PARKING SPACE/ VEHICLE = 0 PARKING SPACES * TOTAL PARKING SPACES REQUIRED = 18 PARKING SPACES * TOTAL PARKING SPACES PROVIDED = 30 PARKING SPACES NOTE: THE VIOLATION OF THE 20% RULE ( 4.12.4 (A)) REQUIRES AN APPROVED PARKING MODIFICATION. SUCH A MODIFICATION HAS BEEN APPROVED BY THE ZONING ADMINISTRATOR (4-30-04). EATM^SZiPARYAMKING SPACE/ EMPLOYEE - 12 PARKING SPACES * 2 COMPANY VEHICLES Q 1 PARKING SPACE/ VEHICLE - 2 PARKING SPACES * TOTAL PARKING REQUIRED (SHOP 6 YARD) - 14 SPACES * TOTAL PARKING PROVIDED - 17 SPACES * LOADING SPACE REQUIRED - 13.721 S.F. Q 1 SPACE/10,000 S.F = 1 SPACE * LOADING SPACE PROVIDED - 1 SPACE TOTAL PARKING REQUIRED IN PHASE ONE - 32 SPACES TOTAL PAIN(INB PROVIDED IN PHASE ONE - 47 SPACES BUILDING 0 S.F. O% 35,044 S.F. EASEMMT PLATS 3% PIVMsTM PAVED 40,076 S.F. 3% 229,728 S.F. 738 19% _ OFFICE WI:LD77C (or Gravel) OUT * 5" PLAIN PORTLAND CEMENT CONCRETE THE FOLLOWING PLATS HAVE BEEN DEVELOPED AND APPROVED VICINITY MAP SHEET 7 OF 23 ---------- * 7-626iiF1 Q 80% - 5.621 S.F. NET OPEN 1.152,162 S.F. 97% 927.466 S.F. 6 78% * 5,621 S.F. @ 1 PARKING SPACE/ 200 S.F. - 28 PARKING SPACES TOTAL 1. 192, 230 S.F.100% ST. 1, 192.238 S.F. TRIPS 100% * 4• - /21A BASE STONE 1 RIGHT -OF -MAY DEDICATION PLAT GIVING VDOT THE REQUIRED LANDSCAPE PLAN, 40 SCALE SHEET 15 OF 23 --------- LANDSCAPE PLAN, DETAILS SHEET * 4' CONCRETE TOTAL PARKING REQUIRED IN PHASE TWO - Za SPACES TRAFFIC GENERATION LIGHTING PHOTOMETRIC, 30 SCALE SUPE ANALYSIS IS OF 23 --------- LIGHTING PHOTOMETRIC, 30 SCALE SHEET 19 OF 23 --------- TOTAL ADDITIONAL PARKING PROVIDED IN PHASE TWO - 23 SPACES THIS PLAT IS RECORDED IN DEED BOOK 2783 ON PAGE 33. 20 OF 23 --------- LIGHTING DETAILS SHEET 21 OF 23 --------- LIGHTING DETAILS ROADS 22 OF 23 --------- PARKING FOR PHIASES 1 + 2 ROAD PATH TOTAL ACREAGE FOR TMP 58-37 - 27.37 ACRES. LIGHTING DETAILS VEHICLE SIZE * 10' - t21A AGGREGATE BASE MATERIAL 2. TOTAL PARKINGWIRED - 60 SPACES LESS THAN 10.000 LBS GREATER THAN 10.000 LBS TOTAL PARKING PROVIDED - 70 SPACES THE STORM G.V.M. ORITKALNDM G.V.M.dhmwr%uno%AT%e%wa * 2' - SM - 2A NEXT TOTMP THE TRAIN TRACK. THIS PLATS IST RECORDED IN DEEDLITY BBOOK CIICL T N APPROVAL PAVING EASEMMT PLATS EAST ALONG ST. RTE. 22 TRIPS IN 2 TRIPS IN DUMPSTER PAD: 3 OF 23 ---------- ,9A'190qp 0 IVY MURRAY SCHOOL 738 PAST MURRAY SCHOOL 22 TRIPS OUT 2 TRIPS OUT * 5" PLAIN PORTLAND CEMENT CONCRETE THE FOLLOWING PLATS HAVE BEEN DEVELOPED AND APPROVED VICINITY MAP SHEET 7 OF 23 ---------- SCALE: V- 2000' SHEET 8 OF 23 ---------- AS APART Of THIS SITE DEVELOPMENT PLAN AND APPROVAL. WEST ALONG 40 TRIPS IN 6 TRIPS IN SIDEWALK: 11 OF 23 -------- DRAINAGE SUMMARY ST. RTE. 738 40 TRIPS OUT 6 TRIPS OUT * 4• - /21A BASE STONE 1 RIGHT -OF -MAY DEDICATION PLAT GIVING VDOT THE REQUIRED LANDSCAPE PLAN, 40 SCALE SHEET 15 OF 23 --------- LANDSCAPE PLAN, DETAILS SHEET * 4' CONCRETE SHEET LAND TO CONSTRUCT A TURN LANE (SHOWN ON SITE PLAN), LIGHTING PHOTOMETRIC, 30 SCALE SUPE ANALYSIS IS OF 23 --------- LIGHTING PHOTOMETRIC, 30 SCALE SHEET 19 OF 23 --------- LIGHTING DETAILS THIS PLAT IS RECORDED IN DEED BOOK 2783 ON PAGE 33. 20 OF 23 --------- LIGHTING DETAILS SHEET 21 OF 23 --------- LIGHTING DETAILS ROADS 22 OF 23 --------- LIGHTING DETAILS SHEET TOTAL ACREAGE FOR TMP 58-37 - 27.37 ACRES. LIGHTING DETAILS * 10' - t21A AGGREGATE BASE MATERIAL 2. PLAT SHOWING PROPOSED ACCESS EASEMENT ACROSS THE PARKING THE STORM ORITKALNDM * 2' - SM - 2A NEXT TOTMP THE TRAIN TRACK. THIS PLATS IST RECORDED IN DEEDLITY BBOOK TOTAL ACREAGE OF CRITICAL SLOPES. 2833 ON PAGE 440. OFFICE PARKING LOT * 3.78 ACRES * 8' - 021A AGGREGATE BASE MATERIAL 3. PLAT SHOWING PROPOSED ACCESS EASEMENTS FOR BNP STORM * 13.81% OF TOTAL SITE AREA * 2' - BM - 2 FACILITIES AND AN ADDITION TO THE EXISTING 100 FOOT STREAM TOTAL ACREAGE OF ALL CRITICAL SLOPES TO BE DISTURBED. * 2 - SM - 2A BUFFER (PART OF MITIGATION PLAN). THIS PLAT IS RECORDED IN * 0.85 ACRES EQUIPMENT YARD AREA DEED BOOK 2820 ON PAGE 187- * 3.1 % OF TOTAL SITE AREA * 10' - 021A AGGREGATE BASE MATERIAL R T A SLOPES I. Prior to commencement of any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation ( V.D.O.T.). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All paving, drainage related materials and construction methods shall conform to current specifications and standards of V.D.O. T. unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximium allowable slope is 2:1(horizontal:vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are t0 be achieved. 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Director's designee. it is deemed necessary in order to stabilize a drainage channel. 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. B. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). * 22.48% OF ALL TOTAL ACREAGE OF MANMADE SLOPES TO BE DISTURBED. * 0.33 ACRES * 1.21 % OF TOTAL SITE AREA * 8.73% OF ALL CRITICAL SLOPES NET TOTAL ACREAGE OF NATURAL CRITICAL SLOPES TO BE DISTURBED * 0.85 ACRES (TOTAL) - 0.33 ACRES (MANMADE) - 0.52 ACRES NATURAL CRITICAL SLOPES * 1.9% OF THE TOTAL SITE AREA. * 13.75% OF ALL CRITICAL SLOPES. N1EMDDW0FaWr0L9_0PEDEffiM NTKMMDPM4DQIPANEAB TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR CONSTRUCTION OF THE SHOP AREA * 0.45 ACRES * 1.64 % OF TOTAL SITE AREA * 11.9% OF ALL CRITICAL SLOPES * PLEASE NOTE: 0.33 OF THE 0.45 ACRES DISTURBED ARE MANMADE SLOPES THEREFORE THE NET NATURAL CRITICAL SLOPE TO BE DISTURBED IS 0.12 ACRES. TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR CONSTRUCTION OF THE OFFICE AREA * 0.04 ACRES * 0.15 % OF TOTAL SITE AREA * 1.05% OF ALL CRITICAL SLOPES TET TOTI� AC�►GE OF NATURAL CRITICAL a WES OICTLRRFn FDR CONSTRUCTION OF THE OFFICE ANSWOP AREAS * 0.12 ACRES (SHOP AREA) + 0.04 ACRES (OFFICE AREA) - 0.16 ACRES * 0.58% OF THE TOTAL SITE AREA. * 4.23% OF ALL CRITICAL SLOPES. NE WWNOFCnTR'AL>IIAPEDEVEtOPMFMi11riN1IQW00tM TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR STREAM CROSSINGS * 0.36 ACRES * 1.32 % OF TOTAL SITE AREA * 9.52% OF TOTAL AREA OF CRITICAL SLOPES NOTE: THE FEBRUARY 4, 2003 COUNTY STAFF REPORT STATES THAT THIS DISTURBANCE WAS DEEMED 'NECESSARY TO PROVIDE REASONABLE ACCESS TO THE SITE THERE IS NO REASONABLE ALTERNATIVE LOCATION OR ALIGNENT TO PROVIDE ACCESS TO THE USABLE PORTIONS OF THE SITE'. ADOIIIM K NOTE: THIS SITE PLAN REFLECTS A REDUCTION IN THE ROAD WIDTH (DETTOR PLACE) FROM 24 FEET DOWN TO 18 FEET. IT ALSO REFLECTS A CHANGE IN THE ROAD EMBANKMENT SLOPES FROM 3:1 TO 2:1. THESE REVISIONS HERE MADE UNDER THE DIRECTION OF THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT. U PLAN SCALE AND DIMENSIONS: * DO NOT SCALE THESE DRAWINGS. USE THE DIMENSIONS AS SHOWN INSTEAD OF SCALING THE DRAWING. BRING ANY DISCREPANCIES TO TO THE ATTENTION OF THE SITE ENGINEER. * IT I5 THE CONTRACTOR'S RESPONSIBLITY TO FIELD VERIFY ALL DIMENSIONS. LrrKJTM: + IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. SIGMAaE: ■ THE LOCATION AND DESIGN OF ANY PROPOSED SIGNS WILL BE SUBMITTED SEPARATELY. LANDSCAPING: ■ ALL TREES THAT ARE TO BE SAVED ARE TO BE FLAGGED PRIOR TO ANY GRADING OR CONSTRUCTION. LIG*fTM: * THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF 0/2) FOOT CANDLE. * EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. FLOOD ZONES PARCEL 37 AS SHOWN ON TAX MAP 58 AND PART OF THIS DEVELOPMENT PLAN LIE WITHIN ZONE C ENTITLED 'AREAS OF MINIMAL FLOODING' AS SHOWN ON FLOOD INSURANCE MAP COMMUNITY PANEL MAMA 510006 0215 B EFFECTIVE DATE DECEMBER 16. 1980. WATM PlSOURCE AREA * THE SITE LIES WITHIN A WATER SUPPLY PROTECTION AREA. IONEWWNL WATERSHED * THIS SITE LIES WITHIN THE SOUTH FORK RIVANMA RESERVOIR WATERSHED. EMPLOY * THERE MILL BE A MAXIMUM OF 30 EMPLOYEES PER SHIFT. * THE OFFICE WILL HAVE 18 EMPLOYEES. * THE SHOP MILL HAVE 12 EMPLOYEES. * STORAGE OF DYNAMITE BLASTING CAPS AND OTHER EXPLOSIVES IS PROHIBITED ON THIS SITE. FOR THE PURPOSES OF THIS CONDITION STORAGE SHALL MEAN THE EXISTENCE OF THESE MATERIALS ON THE SITE FOR MORE THAN FOUR (4) CONSECUTIVE HOURS ON ANY ONE DAY. PETE PROTlC'TTON: * NONE OF THE PROPOSED BUILDINGS WILL BE OUTFITTED WITH A SPRINKLER SYSTEM.. * BOTH PROPOSED OFFICE BUILDINGS DO NOT REQUIRE SPRINKLING DUE TO THEIR SIZE. * THE PROPOSED MAINTENANCE BUILDING WILL HAVE MASONRY MALLS CONFIGURED SO AS TO LIMIT THE LARGEST UNDIVIDED AREA TO 10.600 S.F. TRASH FAULCONER OFFICE 6 OFFICE BUILDING 'A' * ALL TRASH IS TO BE STORED IN CANS LOCATED INSIDE OF THE BUILDINGS. FAULCONER MAINTENANCE YARD * ALL TRASH IS TO BE DISPOSED OF IN DUAPSTER - SHOWN ON PLAN. WATER/SEW R * THIS PROJECT MILL USE LESS THAN 400 GALLONS OF WATER PER ACRE PER DAY, AND AND NO OTHER SEWAGE OTHER THAN DOMESTIC WASTE MILL BE CREATED. ELECTR OC LiTIUTY * ALL PROPOSED ELECTRIC SERVICE LINES MILL BE UNDERGROUND. G:\RGA\BNELSON\3423_FAULCONER\FINAL SITE V F� Q IL q 0 W o� U Zn ? ^ j Q LL x� ku 2 Z Uj W NEVIBION4S 00= JLILY RWA RO.4 A�1{AA•a�1a/r►► Nt1s� 22M AS"Dw ip,0002 * FILE NUMBER 3423 SHEET' 1iEE T N APPROVAL 676 SHEET 1 OF 23 ---------- MECHUMS RIVER 25o SITE 67e SHEET 2 OF 23 ---------- 250 738 SHEET 3 OF 23 ---------- ,9A'190qp 0 IVY MURRAY SCHOOL SHEET 4 OF 23 ---------- LITTLE IVY CREEK 679 SHEET 5 OF 23 ---------- 708 SHEET 6 OF 23 ---------- VICINITY MAP SHEET 7 OF 23 ---------- SCALE: V- 2000' SHEET 8 OF 23 ---------- G:\RGA\BNELSON\3423_FAULCONER\FINAL SITE V F� Q IL q 0 W o� U Zn ? ^ j Q LL x� ku 2 Z Uj W NEVIBION4S 00= JLILY RWA RO.4 A�1{AA•a�1a/r►► Nt1s� 22M AS"Dw ip,0002 * FILE NUMBER 3423 SHEET' 1iEE APPROVAL TABLE OF OONTBM SHEET 1 OF 23 ---------- COVER SHEET SHEET 2 OF 23 ---------- EXISTING CONDITIONS 100 SCALE SHEET 3 OF 23 ---------- OVERVIEW 60 SCALE SHEET 4 OF 23 ---------- SITE LAYOUT, 30 SCALE SHEET 5 OF 23 ---------- SITE LAYOUT. 30 SCALE SHEET 6 OF 23 ---------- SITE LAYOUT. 30 SCALE SHEET 7 OF 23 ---------- SITE LAYOUT. 40 SCALE SHEET 8 OF 23 ---------- SITE DETAILS SHEET 9 OF 23 ---------- STORM PROFILES SHEET 10 OF 23 -------- STORM PROFILES SHEET 11 OF 23 -------- DRAINAGE SUMMARY SHEET 12 OF 23 --------- LANDSCAPE PLAN, 30 SCALE SHEET 13 OF 23 --------- LANDSCAPE PLAN. 30 SCALE SHEET 14 OF 23 --------- LANDSCAPE PLAN, 40 SCALE SHEET 15 OF 23 --------- LANDSCAPE PLAN, DETAILS SHEET 16 OF 23---------- LANDSCAPE PLAN, 100 SCALE SHEET 17 OF 23 --------- LIGHTING PHOTOMETRIC, 30 SCALE SHEET IS OF 23 --------- LIGHTING PHOTOMETRIC, 30 SCALE SHEET 19 OF 23 --------- LIGHTING DETAILS SHEET 20 OF 23 --------- LIGHTING DETAILS SHEET 21 OF 23 --------- LIGHTING DETAILS SHEET 22 OF 23 --------- LIGHTING DETAILS SHEET 23 OF 23 --------- LIGHTING DETAILS G:\RGA\BNELSON\3423_FAULCONER\FINAL SITE V F� Q IL q 0 W o� U Zn ? ^ j Q LL x� ku 2 Z Uj W NEVIBION4S 00= JLILY RWA RO.4 A�1{AA•a�1a/r►► Nt1s� 22M AS"Dw ip,0002 * FILE NUMBER 3423 SHEET' 1iEE APPROVAL DEPT. OF PLANNING �-p��- 6 COMMUNITY DEV VIRGINIA DEPT. OF HIji4WAYS DEPT. OF ENGINEEEERING VIRGINIA DEPT. OF ALTd „ N/A DEPT. OF ZONING .f- 1 7 ALBEMARLE COUNTY SERVICE AUTHORITY �.>d -i�c ALBEMARLE COUNTY FIRE OFFICIAL �MUCE COUNTY BUILDING OFFICIAL G:\RGA\BNELSON\3423_FAULCONER\FINAL SITE V F� Q IL q 0 W o� U Zn ? ^ j Q LL x� ku 2 Z Uj W NEVIBION4S 00= JLILY RWA RO.4 A�1{AA•a�1a/r►► Nt1s� 22M AS"Dw ip,0002 * FILE NUMBER 3423 SHEET' 1iEE 667 x / E76. A� 676 - x x622.7 x62n.9 2414 z 660 7 1. u x "S i j •q/l/, 74H. 8 r Alm .1 x L•' IJ 2 AS, Tw W37A ZONIM R.A. 01M u ENAF E COURY SDVM BOARD PIEERt USE KfWY SCHOOL e O I a Il 0 0 00 0 0 DENOTES GROUP'S OF EXISTING TREES PREDOMINATELY DEGILJUOUS IN TYPE. ALL EXISTING TREES ARE IN GROUPS. 0:\RGA\BNELSON\3423_FAULCONER\FINAL SITE PLAN\3423j:EVISION_10-27-04.pro 71 FILE NUMBER 3423 LBMEEP 2/23 7 FI SHADING DENOTES EXISTING SLOPES OF 251 OR GREATER. r � 1 I MIJ 5t i IONIN.3 R. A. 00t : SlILLNAN F.`KELLE II, TRUST 0 \\\ \ �RESLNT USE\, VACA T f & t` 1 t ! ' ,1 11, CSM R. 4 & t SI } NC i AEXI TING FEE LINA ! t i • I WYId(I n fr F I Tli AL i ,G r ry' Si ti w � fi � y'• / r! .��' �� y rad F \ b` _.. /''- j:,r '�• / t. ... .:: .,.. .. ,. r.Aar, MEE s, kl. co t:4 w / ZONING:,•L.I. OMNER VIRGINIA LAND HOLDINGS. 'LLC j PRESENT USE: COMMERCIAL/ INDUSTRIAL Y� u Ir r ' ;> it TMP 58- G ZONIA GROVE L.I. 1 �t PRESENTOUNER:COMMERCIAL/LLC. INDUSTRIAL t' r1�\ ` 1 � r. � '" .J./,,�I �` I 1 �f ,(j y / r t t, i , f(� ' , 'r �r• J,� ; , O � � "l '7 �j Y>+ rr-..Y� ( O,4 1`/7 . 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RTE. 138) 15 THE EXI5TIN6 PROPERTY LINE FOR TAX MAP 58, PARCEL 3-1 (FNILGOHER CONSTRUCTION SITE). • PRO� DEDICATION LRE FOR TAX MAP 56, PARCEL 31 (FALLCOWR CONSTRUCTION SITE) 15 510* ON TNI5 PLAN. 0:\RGA\BNELSON\34 SITE 11 II I, 1 I 1 1 1 I I R&"VBK)Ns n0 0 :& nua�ono. /looms =U2 SHEET 7/23 61 z 64 63 62 611 -T SCALE: HORIZ.: 1' = 50' VERT.: 1 " = 10' 6° 1 63 APA Bill Q 59( ROAD PROFILE STREAM GROSSING TO MAINTENANCE SHOP TmOKSi .l nl p_. [QY�9yL •1 ra lCf. f0. tr. lfN K II.'r{YI SS.II, 1 PO PO" Ql iSS J WOO - M.Ow (L. N INR KM NWA" all ...................................... 1].DOD 0 " r.Yq" UIC S.O ].000 - -.OM LINE. [0. rl. ROOO - al Lr. 10. IT, SAN.0.[AL OrT........................................ ............ _.........-..A00 [.WO LY. W11, me W 402WLR : 0 W,11. 0 + • r rA- J+W ]IaJ O Ip N ' ]aC] n .•.tr 374 JOX R N 88Ln .OSO JSAJ t. 80[ 2'001 2.001 D N ' RT] E&W r+ _ ED SW] ws N I .. 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W11, me W 402WLR : 0 W,11. 8 + • r rA- J+W ]IaJ alN ]aC] n .•.tr 374 JOX ,[ .•.C%•' .OSO JSAJ I+ S,]%- 4301 w" N T•VA' RT] E&W r+ _ R•0• SW] ws ntx�AlnxLr ar rDF OT •/hl anD ,qnl rNTMSIOV N.r rli ../< M [Mtln qr LS0. CGnprr[ . W LrL. N 10` BOOL I%"KTX NN E[T/L r'�II]N rr[ lZi Nwa¢ w]vu \ L [ W LtlACD.rt.l El CONCRETE GRAVITY RETAINING WALL 'D' vwpSA KrrrKxr ar TRAI9VIIrArp SM[ KMM VID11 M SDE NODI aYII...................................._.............................. YA00 20.000 La S0. rt. OIN\6 w COLIB HM. KLL 0[L[NrID.................... WOO - M.Ow (L. N INR KM NWA" all ...................................... 1].DOD ' K1410 LK FI. KAt N rrx R[OLMOURATILY M_ .O.D[0 Lr. W.IT QAt.EOIi........................................................................... ].000 - -.OM LINE. [0. rl. ROOO - al Lr. 10. IT, SAN.0.[AL OrT........................................ ............ _.........-..A00 [.WO LY. W11, ...................... ......_............ _....... W 402WLR : 0 W,11. CONCRETE GRAVITY RETAINING WALL 'D' vwpSA KrrrKxr ar TRAI9VIIrArp WTO I C01/ILC AT ra [a[IDS MCI KAa4 CMA]tY OF IOL,A SYYl rD01W 6 TO K IIO. Ol OF •AL N dOlp [(1CAIN[D rT OOVTg6. i0 K MY LISS t t -S-. LEVEL BACKFILL PLAN VIEW WITHIN THE LIMITS OF PHASE 2 CONSTRUCTION 5GALE: I"= 30' NOTE: THI5 PLAN DENOTES A ROUGH GRADING PLAN FOR THE PORTION OF THE 51TE DE516NATED AS PHASE 2. DURING PHASE I, THIS AREA 15 TO BE GRADED AS SHOWN AND THEN STABILIZED WITH GRA55. NO BUILT IMPROVEMENTS ARE TO TAKE PLACE WITHIN THE OUTLINED LIMITS UNTIL PHASE 2 OF GON5TR IGTION- 0:\RGA\BNELSDN\3423-FAULCONER\FINAL SITE PLAN\3423j5EVISION_O-27-04.pro FlLE NUMBER 3429 SHEET 8/29 l p 8 a a WTO I C01/ILC AT ra [a[IDS MCI KAa4 CMA]tY OF IOL,A SYYl rD01W 6 TO K IIO. Ol OF •AL N dOlp [(1CAIN[D rT OOVTg6. i0 K MY LISS t t -S-. LEVEL BACKFILL PLAN VIEW WITHIN THE LIMITS OF PHASE 2 CONSTRUCTION 5GALE: I"= 30' NOTE: THI5 PLAN DENOTES A ROUGH GRADING PLAN FOR THE PORTION OF THE 51TE DE516NATED AS PHASE 2. DURING PHASE I, THIS AREA 15 TO BE GRADED AS SHOWN AND THEN STABILIZED WITH GRA55. NO BUILT IMPROVEMENTS ARE TO TAKE PLACE WITHIN THE OUTLINED LIMITS UNTIL PHASE 2 OF GON5TR IGTION- 0:\RGA\BNELSDN\3423-FAULCONER\FINAL SITE PLAN\3423j5EVISION_O-27-04.pro FlLE NUMBER 3429 SHEET 8/29 650 640 630 20 bic 660 650 640 b30 620 0+00 1400 4w 2+00 bb Q Q Q NiQ 't70 a S 4 " N v, z z V O N V) T Mp 2 Y' ,— M h; N U)7 �W® p z V a PRORLE OC/LLE HOML: r_ W VERT.: ,•_,v 4 V r JA* 4/2W W � F z \ t �E � RLP \ 15' �'P • 3:190' \ \ �3 z 44 O KoI PROP 6RAVE H NN4 i � 15"R Ps2.8% g � I'I5 65' zIJ aRi& z p — O O �� \ gX5T.— N N 0 o _ _ 660 650 640 b30 620 0+00 1400 4w 2+00 bb 650 640 630 620 610 600 0+00 Q Q r �`�F- mm a S 4 " UU 0 W U T C/� 2 d� m 2 Y' ,— M h; s 2 Q �W® p V IEQ11TE O'UIP1 SCALE 11 PRORLE OC/LLE HOML: r_ W VERT.: ,•_,v 4 V r JA* 4/2W W � F \ � RLP \ 15' �'P • 3:190' \ \ �3 z 44 O KoI mmry H NN4 PROP 6RMIE zIJ aRi& 650 640 630 620 610 600 0+00 �l '; U Ari 1,'ItT� I d. 0 a 0 ; ' A /Z / 10, PLAN VIEW Lr� SGALE: 1" = 40' Q Q gf Q 2p a S 4 " m 0 W U T C/� 2 d� m 2 Y' ,— ,p m � s 2 Q �W® p V IEQ11TE O'UIP1 SCALE 11 PRORLE OC/LLE HOML: r_ W VERT.: ,•_,v 4 V r JA* 4/2W W � F \ Z \ \ \ z z O v U. iR PROP 6RMIE zIJ aRi& z p — O O �� \ gX5T.— — — — / LM LM / fl U: O - N O Ne m r CN �l '; U Ari 1,'ItT� I d. 0 a 0 ; ' A /Z / 10, PLAN VIEW Lr� SGALE: 1" = 40' 0:\RGA\BNELSON\3423j•AULCONER\FINAL SITE PLAN\3423j4EVISION_10-27-04. pro J4 6 a S 4 " 0 W U C/� 2 d� m 2 W W 4.�2 go s 2 �W® REVIMONO =00M Mw �. •ooa IEQ11TE O'UIP1 SCALE 11 PRORLE OC/LLE HOML: r_ W VERT.: ,•_,v 4 V r JA* 4/2W \ \ \ \ 0:\RGA\BNELSON\3423j•AULCONER\FINAL SITE PLAN\3423j4EVISION_10-27-04. pro J4 FILE NUMBER 3423 SHEET 9/23 6 a S 4 " 0 W U C/� 2 d� m 2 W W 4.�2 go s 2 �W® REVIMONO =00M Mw �. •ooa IEQ11TE O'UIP1 SCALE 11 PRORLE OC/LLE HOML: r_ W VERT.: ,•_,v 4 V r JA* 4/2W FILE NUMBER 3423 SHEET 9/23 •II .II .r• IAV K�t VA - F-AM:kv -MMILIME I FA MOM Ve; UkM OM WM mum lip 00 -mm. I N.�1 !11 �r_ III • I I. I II ague' �lfll!' II'R. InT 1i1 .Iul .I : •moi .. ITterbw•� I • II • II • II I • •. .I IWIN Icl . •• . I • II I I .. I mui I FlLE NUMBER 3423 SHEET 10/23 d ^W �go2a a �� �s d�� � J2 J(R�f Q Q� � 24 o� 4 o - a? W (rV aW%p I xas� a wn ao, aow r11JIKL&Y am 2=6 MOM OKM DATE .wwL,, aoa RAN acuF r - .w E PROFILE SCALILL nowz: ,• . ea vac: ,•.,a � 2 Z b� P Q ry ry 0 Q - FlLE NUMBER 3423 SHEET 10/23 d ^W �go2a a t' 2 SLL OU a2 z d�� � J2 J(R�f Q Q� � 24 o� 4 a? W aw aW%p I xas� a wn ao, aow r11JIKL&Y am 2=6 MOM OKM DATE .wwL,, aoa RAN acuF r - .w E PROFILE SCALILL nowz: ,• . ea vac: ,•.,a � 2 Z �s � D.bl6 / q1 qQ a � GI Q p 6 � Q �W NO 600 0+00 .00 2.00 2 FlLE NUMBER 3423 SHEET 10/23 d ^W �go2a a t' 2 SLL OU a2 z d�� � J2 J(R�f Q Q� � 24 o� 4 a? W aw aW%p I xas� a wn ao, aow r11JIKL&Y am 2=6 MOM OKM DATE .wwL,, aoa RAN acuF r - .w E PROFILE SCALILL nowz: ,• . ea vac: ,•.,a � 2 Z FlLE NUMBER 3423 SHEET 10/23 STORM DRAIN SCHEDULE (cont.) Structure Type Top In Out Pipe Length/Slope Comment Comment E-1 MH 627.0 621.0 617.0 Comment E-2 MH 643.0 634.3 634.2 203.67'- 15" RCP Q 6.48% AO Pipe Outfall MH 643.0 608.0 634.2 ES -1, OP E -2A(1) DI -1 647.5 643.5 643.4 44.02''- 24 "RCP @ 1.82% 92.46'-15"RCP Q9.6% A-1 MH 619.0 612.8 608.8 642.9 E -2B(1) DI -3A 650.5 646.5 61.68" - 18" RCP C 9.89% 60.92' - 15" RCP Q 7.4% A-2 DI -1 MH From A3 622.9 618.9 647.5 E4 MH 651.5 647.6 647.5 135.94'- 18- RCP Q 2.72% 62.44'- 15" RCP 3.8% A-3 DI -1 632.5 From A4 626.7 626.6 650.0 224.85' - 15" RCP 0.0191% A-4 DI -1 634.0 627.0 631.0 621.9 10.64' -12" RCP Q 9.4% A-2 DI -1 632.5 From A -2A 024.0 618.9 623.0 175.65'- 15" RCP Q 2.8% A -2A DI -1 634.4 629.0 628.9 621.9 See Pian for trench drain connection 109.38' - 15" RCP Q3.00% 96.4'- 15" RCP Q 9.3% A -2B DI -1 635.4 632.4 632.3 630.9 65.22'- 15" RCP Q 12.10% 71.8'-15'RCPa4.7% A -2C DI -1 643.3 638.5 640.3 634.4 54'- 15" RCP a 15,74% A-3 DI -1 632.5 From A -3A 626.6 626.7 643.0 107.57' - 15" RCP Q 3.20% A -3A MH 637.7 530.3 630.2 630.9 See plan for trench drab+ connection 75.85'- 15" RCP Q 3.70% 59.6' - 15" RC P Q 9.2% A -3B MH 638.5 633.2 633.1 636.5 49.82' - 15" RCP Q 3.60% A -3C MH 638.5 643.0 635.0 634.2 See Plan for trench drain connection C -O Pipe Outfall 598.7 EVV-1 81.0" - 24" RCP Q 1.73% C-1 Pipe Inlet 600.1 EVV-1 E-0 Pipe Outfall 616.0 ES -1, OP 52.89'- 15" RCP Q 1.89% AEW&'MTX)M USED: * BMP: BEST MANAGEMENT PRINCIPLES * CL: CENTERLINE * CO: CLEAN OUT STRUCTURE * CONC.: CONCRETE * CG -2: CURB STRUCTURE AS OUTLINED IN "VDOT ROAD & BRIDGE STANDARDS." * CG -12A: HANDICAP CURB CUT AS OUTLINED IN "VDOT ROAD & BRIDGE STANDARD." * DB - DEED BOOK * DI: STORM DRAINAGE STRUCTURE AS OUTLINED IN "VDOT ROAD & BRIDGE STANDARDS." * ELEV.: ELEVATION * E.P: EDGE OF PAVEMENT * E.S.-i: PIPE END SECTION AS OUTLINED IN "VDOT ROAD & BRIDGE STANDARDS." * EXIST: EXISTING * F.L.R.: FLOOR * F.F.: BUILDING FINISHED FLOOR ELEVATION * F.W.: FACE OF WALL * I.I.: INVERT IN * INTX.: INTERSECTION * I.O.: INVERT OUT * IRON FND.: IRON FOUND * MH -1: MANHOLE STRUCTURE AS OUTLINED IN "VOOT ROAD & BRIDGE STANDARDS." * MIN.: MINIMUM * OR OUTLET PROTECTION * P.I.: POINT OF INTERSECTION * PROP.: PROPOSED * PT: POINT * PVC: POINT OF VERTICAL CURVATURE * PVI: POINT OF VERTICAL INTERSECTION * PVMT: PAVEMENT * PVT: POINT OF VERTICAL TANGENCY * R.: RADIUS * RCP.: REINFORCED CONCRETE PIPE * R.O.W.: RIGHT -OF -MAY * SPEC: SPECIFICATION * STA: STATION * T.B.R.: TO BE REMOVED * T.C.: TOP OF CURB * TMP.: TAX MAP & PANEL NUMBER * TW.: TOP OF WALL * TYP.: TYPICAL * V.D.O.T.: VIRGINIA DEPARTMENT OF TRANSPORTATION STORM DRAIN SCHEDULE (cont.) Structure Type Top In Out Pipe Length/Slope Comment E-1 MH 627.0 621.0 617.0 Comment E-2 MH 643.0 634.3 634.2 203.67'- 15" RCP Q 6.48% E-2 MH 643.0 634.3 634.2 E -2A(1) DI -1 647.5 643.5 643.4 92.46'-15"RCP Q9.6% E-3 D1-313, L=6 647.0 643.0 642.9 E -2B(1) DI -3A 650.5 646.5 60.92' - 15" RCP Q 7.4% E-4 MH 651.6 647.6 647.5 E4 MH 651.5 647.6 647.5 62.44'- 15" RCP 3.8% E-5 DI -3A 654.0 25.91' -12" RCP Q 6.9% 650.0 E-1 MH 627.0 622.0 621.9 10.64' -12" RCP Q 9.4% E -1A(1) DI -38, L=14' 627.5 623.0 E-1 MH 627.0 622.0 621.9 96.4'- 15" RCP Q 9.3% E -1A MH 638.9 631.0 630.9 71.8'-15'RCPa4.7% E -1A -A1 MH 638.5 634.5 634.4 54'- 15" RCP a 15,74% E -1A -A2 D1 -3A 650.0 643.0 E-1 A MH 638.9 631.0 630.9 59.6' - 15" RC P Q 9.2% E -1A-131 DI -1 639.5 636.5 E-2 MH 643.0 634.3 634.2 130.1 -15" RCP a 1.5% E -2A DI -1 639.3 636.3 Structure Type Top in Out Pipe Length/Slope Comment E-2 MH 643.0 634.3 634.2 54.98'-15"RCP 09.8% E -2A(1) DI -1 647.5 643.5 643.4 83.05' - 15" RCP Q 3.6% E -2B(1) DI -3A 650.5 646.5 EW -1 81.0' - 36" RCP Q 1.60% E4 MH 651.5 647.6 647.5 EVV-1 25.91' -12" RCP Q 6.9% SYME N" tJOW: * ACCESS EASEMENT BOUNDARY - - - - - - - * BUILDING SETBACK/ NON -DISTURB BUFFER * CREEK --- --- ... ..- ... ... * EDGE OF DECK ---------------------------------------------- * EDGE OF PAVEMENT ------------------------------------------ * FELE - x x x x x x x x x- * OVERHEAD TELEPHONE LINE T T T * STREAM BUFFER LIMITS -- -- -- -- -- -- --' * EXISTING TREE LINE * PROPOSED TREE LINE * EXISTING STORM PIPE * PROPOSED STORM PIPE �"- * DRAINAGE STRUCTURE ❑ * MANHOLE * TRAFFIC SIGN * TRENCH DRAIN * OIL/WATER SEPARATOR O * WELL -- STORM DRAIN SCHEDULE (cont.) 0:\RGA\BNELSON\3423_FAULCONER\FINAL SITE PLAN\3423) EVISION_10-27-04.pro REVISIONS JULYso, soo4 0 0 0 FILIE NUMBER 34M SHEET 11/23 Structure Type Top in Out Pipe Length/Slope Comment E41A DI -1 654.2 649.5 649.4 49.36' - 15" RCP Q 3.0% E-46 DI -1 654.0 651.0 F-0 Pipe Outfall 602.5 EW -1 81.0' - 36" RCP Q 1.60% F-1 Pipe Inlet 603.8 EVV-1 0:\RGA\BNELSON\3423_FAULCONER\FINAL SITE PLAN\3423) EVISION_10-27-04.pro REVISIONS JULYso, soo4 0 0 0 FILIE NUMBER 34M SHEET 11/23 r- 'N I II / " , f ! 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I p f 0:\RGA\BNELSON\3423-FAULCONER\FINAL SITE PLAN\3423jEVI ION_10-27-04.pra , FILE NUMBER 3423 SHEET 14/23 d O S �0 W U � x = 4drx x o1 a WULU 0W® fx REVWWONS GATE ocro� n, a6o6 ScuE 1• � 40' J - COIROIil1 R418NAL 1 A 2 FEET If �I FILE NUMBER 3423 SHEET 14/23 SPEGIFIGATION5 ON FENCING TO BE USED TO DELINEATE TREE5 TO BE SAVED a 40' HIGH 'INTERNATIONAL. ORAN6E' PLASTIC (POLYETHYLENE) WEB FENGIN6 5ECURED TO CONVENTIONAL METAL 'T' OR V' POSTS DRIVEN TO A MINIMUM DEPTH OF 16 INCHES ON 6 - FOOT MINIMUM CENTERS SHALL BE INSTALLED AT THE LIMITS OF CLEARING. THE FENCE SHOULD HAVE THE FOLLOVBNG PHYSICAL QUALITIES: TENSILE YIELD. AVERAGE 2,000 L85 PER 4 -FOOT WIDTH (A5TM D636) ULTIMATE TENSILE YIELD: AVERAGE 2, 900 LB5 PER 4 -FOOT WIDTH (A5TM D638) ELONGATION AT BREAK (%): GREATER THAN 1000% (ASTM D638) CHEMICAL RESISTANCE: INERT TO M05T CHEMICAL5 AND ACID5. LAND50APE ORDINANCE REQUIREMENT5 REQUIRED INTERIOR LAND5GAPIN6 (SECTION 32.7.9.7 (b) OFFIGE AREA: 5% RULE a TOTAL PAVED PARKIN6 AND CIRC.IILATION AREAS (PHASE5 1+ 2) = 23,010 55. • 23)010 S.F • 596 = 1,154 S.F. OF INTERIOR LAND=SCAPIN6 REQINRED ' 5T1 SF (50% OF 1,154 5.F) OF INTERIOR LlJOSGAPN5 REGIUM ED IN PHASE I. a 1,961 SP OF INTERIOR LANDSCAPN6 PROVIDED IN PHASE I. • 517 SF (" OF 1,154 5.F) OF INTERIOR LAJG50APIN5 REQUIRED IN PHASE 2. s 1,340 S.F. OF INTERIOR LANDSCAPN6 PROVIDED IN PHASE 2. a 30 PARKING SPACES (PHASE 1) • I SHADE TREE/ 10 SPACES = 3 SHADE TREES REQUIRED. • 6 LARGE SHADE TREES�P��R�OVIDED. ' 23 PARKING 5PACE(P 5 2) e I SHADE TREE/ 10 SPACES = 3 SHADE TREES REQUIRED. a 4 LARGE SHADE TREES PROVIDED. • TOTAL PAVED PARKIN6 AND CIRCULATION AREA = 20240 S.F • 20,240 5.F • 5% = 1012 5F OF INTERIOR LANDSGAPN6 REG0RED. a 1050 S.F OF INTERIOR LAND9CAPN6 PROVIDED. • Il PARKING SPACES • I LARGE SHADE TREE/ 10 SPACES = 2 LARGE SHADE TREES REQUIRED. • 2 LARGE SHADE TREES PROVIDED. REQUIRED TREE CANOPY (SECTION 32.1.9.9) 4 TOTAL SITE AREA = I, 192230 S.F. • 1,142,236 S.F. • 10% (CANOPY RE(ANREMENT) = 119,224 5F. CANOPY REQUIRED. a EXISTING, CANOPY TO REMAIN = STREAM BUFFER + NON-D15TURB BUFFIF=R a STREAM BUFFER (354,356 SF) + NOH -DISTURB BUFFER (113012 5.F) = 527,370 5.F. 4 521,310 S.F EXISTING CANOPY TO REMAIN • 0.25% PRESERVATION CREDIT) = 659213 5F. CANOPY PROVIDED. REQUIRED STREET TREES (SECTION 32.1.9.6) STREET TREES REQUIRED = 7 MEDIUM STREET TREES •260 FEET OF ROAD FRONTAGE • I pEDIUM STREET TREE/ 40 FEET = l STREET TREES - ••• aye • � - �r • -- - • • - • • - u-- ora ... - - QEJAMM SYMKL BMANX-ALKAM COW" NAM CALM sm EEKW SrACM SPECS. 17m d � b t �h� Q V � �o0 7 NM ACER PLATANOIDES NORWEGIAN SUNSET NORWEGIAN SUNSET MAPLE 1.5' - 1.75 N/A N/A 30' O.C. B & B 17 WA FRAXINUS AMERICANA WHITE ASH 1.5" - 1.75 OCToMST. moos F. G OOamnBelE N/A N/A AS SHOWN B 6 B 11 NO QUERCUS PHELLOS WILLOW OAK 1.5' - 1.75' N/A N/A AS SHOWN B 6 B 4 ZGV ZELKOVA SERRATA GREEN VASE" "GREEN VASE" ZELKOVA 1.5" - 1.75' N/A N/A AS SHOWN B 6 B 6 NSHILEX "NELLIE R. STEVENS" N/A N/A 4' -5' MIN. AS SHOWN B 6 B SHRUBS 3 CM LAGERSTROEMIA INDICA "LIPAN" CRAPE MYRTLE "LIPAN" N/A N/A 4• -5' MIN. AS SHOWN B 6 B 47 IH COMPACT INKBERRY HOLLY ILEX GLABRA COMPACTA" N/A N/A ft, - 24 MIN AS SHOWN B 6 B 104 OL PRUNUS LAUROCERASUS CHERRY LAUREL N/A N/A f8 MINS 10' O.C. B 6 B CONSERVATION PLAN CHECKLIST (Handbook, pp III -284-111-297 limmnplete specification[) X I. The Tree re be ravad; Limit, of ckaing (rteide drip Him of tree to be raved); Location and type of protective Iweeien; anile chasm, reelaisky tree watt or walls; Noposed baehrAing or amaltag beyond the limit, of daring. X 2. Higfiblig, AS a as sew nvtl.heli be n:rkd with print or rihbou a. Iheiaht clearly vie" a erHtlpmaat alrrraa. No, -dna{ shell castles untl t>r aea markbeg has bewn Hnlpectad rand epprooed by s Conry lmperte. X y las.rnm.swhom. Tree perarvation and prheanlon reasoner Own be reviewed with the contrec m on site. X 4 IfaavY egalpmea, vehicular bift and storage of construction materiels Inchadieg coil dal trot be i grmktad within the driphase of tree to be saved. Suck devices shall not adversely ~ tree to be saved. X d, nm: Fim are not permitted within 100 feet of tlu dr ighoe of treat to be ravN. X 7. Tee4�.egjgty Toxic mag .[$ dull not be stoned within 100 fee of the driplim of vee robe caved. X ftmamedive pati., Trove a be retained within 40 feat of a proposed building or grading ectvity shall be protacted by feaciog. Fetacieg Yhall be in p4e and Wall b< InnperMd and approved by a County Inspector prior to grading or cahhsathcticn. X 9. T= Meme Who them ground level must be nusM wkhm the dripiinc of • tree to be saved, •vee well shall be provided aM a comtrtuxiou detail wbmilad for spprovN. X 10. 1,0wx: When the ground 1-104 mug be lowered within the tripling of a urea to be raved, a at, well half be pvvvided; and a conmuetim detail mbettaed for approval. X 11,7kriYaatl n..aYac what trrehmg is nVairod withea the limit of eWrhq, h ahali be done as for away hon the trunks of trap as poesible. Tonnaling hadr a lata raw shall be considered as an alrg wive when it is ao,icipated date neepay Reaching will destroy fader row. x 12. Hams: Proactive fencing gull in the Tat lines removed during the final cleahop. X Il. RainglidlEM. Drged train sM11 be "'heed by phtraiag, frtlintion tar atler methods reeomohrded by a tra��t. RziL: sera Test O[vLt.OeOt'Ja al wm1T11[ ���T T1leC COIA[avATtoM gpnaFd4errts O SIG A RSE (p ) CONTRACT PURCHAS SIGNATURE (DATE) 0:\RGA\BNELSON\3423_FAULCONER\FINAL SITE PLAN\3423ffVISION_f0-27-04.pro 1 Or Fl11 I.E Nl1MBER 3423 SHEET 15/23 U b 4 U d � b t �h� Q V � �o0 2 Q � Y �W � W W � 2 �W® PIEVISIONS VL 1QJ " f10. Qfl� OCToMST. moos F. G OOamnBelE JUpE �. moos a QS IL Fl11 I.E Nl1MBER 3423 SHEET 15/23 Um �W �2 0 4 $ � W � 2 z ° E V � z Q � e� 2 �W® IIEV1810N8 ayioirt�s Aoo® 00To n, coos ATE w,a,.T,a sow SCALE 10. 100 1] OONSOIIR "91VAL 2 FEET y LL S ct4* ZA ;�, �, ..�. �.� ,,. _-- -% amu, � � •`` �L� _ ,, %—J TREE LEGEND\\\ =' 1hL e� ; t J > 1 ;k. ' ',. DENOTES EXISTING TREE LINE - TO REMAIN .}-. E75 - DENOTES PROPOSED TREE LINE `- NOTE THE MAJORITY OF EXISTING TREES ARE DECIDUOUS WITH A FEW EVERGREENS MIXED IN. =ter•.:... '_; �.._ �`- r `r ' � ! � �'•�- � � :� •� i`` ` a'72.9\ \ x r `J ha itl xSiQ.? ig71.0 '00.7 �`I,\ \. eia ! t I Jk J , � y-enA t 1 u� ~ OO A 0:\RGA\BNELSON\3423_FAULCONER\FINAL SITE PLAN\3423J;EVISION-10-27-04.pro , Um �W �2 0 4 $ � W � 2 z ° E V � z Q � e� 2 �W® IIEV1810N8 ayioirt�s Aoo® 00To n, coos ATE w,a,.T,a sow SCALE 10. 100 1] OONSOIIR "91VAL 2 FEET y LL S ct4* I � TMP k8 -BB i i u ZONING\R. A. OM�ER: ST�ILLMAN F. N LLEY II, UST \ \ \ \ \ \ RHES ! f,. P SENT USE: 1 i 't._ , 1 t tl � `\ `\ \ -y-. 7 ; ! 1 1 1 i i i � I I� f t' j t \ r• 1` , i '1 j ,i i � �� 1 ii 1 i ` ,'X t , ,` \ \ `../ ? �•i j � 1 i} � ; I t I t (' f !' \ �t f \ �. fi i t —x x x x—x \ ` �X •O i /0-0 •O O O OO O' 'O 1\\0} i \ ! s t't ''` \ ,\\ \ \ t ` 1i '':l \ \ ,\ O \ � � `\, �' ��'\ \, \\ • ,o \� \� l � t jl j 1' , t i r '1 (•. ii \ b \ l}." `. \•, \ 0 \ Y )� ( ( / r t. Ij i�; �f I (t f f' p i Ii I � 1`; `i � \• i � •` p BARK 0 1 i \'it'i \ l'l\lt1i \tl ti` t t��y1 t�'\ 1�t;\`t }iit�`•�t�; ,lt i ,�1ttt ;t i �\�' :i�t>1 c1i'V,;�•, � tI `\ , i,t � `,t{ttv ; l\4-\it��'i t11.}i\ .} ` , `l,'i \ L V `�\ ,e i Yi,:\ !1y} ` \`fi•�\t1 -t ,� \'.t \ \ \-,1 •\ 0\ `iC\j l l',\ `. \ 1 }L 1 �`\/ \\G\t\ .% `\ � ' 1 1\ ' p� \ ~'\ O\ili \`/ ``,\``ll,� ` �.\�~i j~ (t\rF \ u 1 YRI!vx`,x,`{ y� O\1 •�%N k .7 r2~ ."J 'ht ! .�P. 'C,� `, `y\ •Qo bc v, ` �\w.r_A \��\\\"\ \, \\\ \`•, ~~\"\,.`,� .`'''p��~ \ F�i �\R~` \\�.\C.�Y�N".\ \ ' \\, \.\.� \\ .� �V f�'��©C. '`X -` . y\ ' \�.\���O i\z+\�'.�'L\�-\�.\, ", �\\ \\\` C�...'�..\ y_y "y\t�\q"�'�p' (�, \ \\ \r •\�'\\\ \ vA\•��1\ \ ,.,\\t\\`� �\ .�`- \ ���`��Ii '1 , \ \'�_-^.'wr_'._,._,�,_)..-- ,�i•- _-� _\' - .- , ./\�is/,x I Ix %/ f�� ! �,1I /fj � , b f% ! �/�rJ I1�I1 � %� r!j IjJ /jr f/I fI(( r� ! JfjI +iI J1i"1 ( j If/f,;,d� 'j� I, j,•jJj I fi't /jI � ']i ! �/` f1� 1r -�E,Jj/I Ii`i{�C n(�t 1j° 1 4 t i;.I�•,, \j a it ii /!'7 F X65 C I 1 1 T(p O ` NlN N, Ni O p' 1f 16 p "'N O OO A Jo ED ti Co `CO 1Vil iA\ O. Olt. 0 O ; JG n (Ix. /.0 �O% -�--- !, A' \f~O p p t i� li _.i ! , 1, •` tl `tit \^� pDOM '\ \\\ / + �` f ,` _ ._.aLv ; ,• J (/ / j f ! i 'I i j 1 0 If • \ \ / f l O 'o n , p L 1 • „JV / //" x/ •f Y_- •----....r..._-- o,, ' i/' i I , % i j j (• a hog cc / Oir , \\\ } 0- 0 _O p 0:\RGA\BNELAULCONERVINAL SITE PLAN\3423jiEVISION_iO-27-04.pro , \ 0 FlLE NUMBER 9423 SHEET 17/23 F'•••�i (t U wW �g 0 Z t' cc, O:W 0 2 OU si Qri Q Lu t- � 20 v , W2 t% m 0 w 9W® REVI&ONt3 OCTOMI 97, 9004 P. C. COMMENTS or►TE I1P1� 1, 9004 1•-30' i 2 s W � Q ZZ� LL FlLE NUMBER 9423 SHEET 17/23 I, t IVi�9�10j OW'E 18,77.080 ;• ` � i i t , , i 4 ol, i ivp + r , vp Lq ry \ ..•;\, �:- ; f t tl .I !, t}� "'�{ I+ \' \ i '� . \ 529.!0 09"M 3 I 1 i i T t � _ ! l 1 - r , t � i n ' x 1 %` f r /001 t i t .. r / I r•_ ,.-•r" •r'/'� / lti / i i' l r 1 1 ya cc , ', �_ _�•,�- ___ -•\ �_ - -r-r J% �; ,''` '-,/r/ �rr� ✓/ " r ; � �j •o •O f� Ao 55-1 `, � �� io \\ ll j� --. - ..-•^-�, •_ ...�..-..--_^•. Y .^•.. � I,,.+ ... �r,-'' • �, J ..r%�//��J�lt' J % i r' � (J7n `�/��� � '. i \.,+ � '\ ��"\ •..^.._..�� 'O : r f -� ..._ ._... ,-/ \� �C�--_tel`- �^ •__ ^ V �1%j':>/// 1 ri •O j �i� 1 fi O r - l � • '. __- -„,,.r---_ _ — r- - � ; �C..i fir/ i i � i r , jv 39 010 en CID cc o _ "�.Jf—_ �.. r _._-.•----� � Jar r„—`...�''J _..” / a/: ' �' - ...�"' .,.—... '._._ -� - ..,.'��' y _ ,!-_--- ._`._-- -_...� �� ~ <r \ \ \ \ \\ \ Iron{ - e2='�-�� --_''='' � /t � �' ,� - .-�••r- � 3 �` -- -' /`- 06 .0 • Air ..fid ,r •p \ FILE NUMBER - O 6 ice' :-g.--� (� s �Ar-'b -\:moo - r •o \ •o \•o 3423 _. ;� _ �5:`- _- ---- —� _�; �+` `\ O ✓rte s►+EEr - , o � -�I,'t � �,� . , y ,,.;_- - _... �r-';r;--•-••�''.-r•-•:__-44- -44-;_--:.'_- -._ -_- _-_-:= ----' —=:44444-_444._.. @ - i •- ""'- `\` O .,`. i�L SITE L4 7 XR_ , 18/28 U „ gw•2L 4 �0 W U � 2 z 05 2 x � U 2 41 2 oW® REVISONS OCI'O. 27. 2004 P. o. ooksoafrs IEEvia,, aoo~ 11 ecAtF V 5 U LL v dui oaf-o-�� - e2='�-�� --_''='' � /t � �' ,� - .-�••r- � 3 �` -- -' /`- 06 .0 • Air ..fid ,r •p \ FILE NUMBER - O 6 ice' :-g.--� (� s �Ar-'b -\:moo - r •o \ •o \•o 3423 _. ;� _ �5:`- _- ---- —� _�; �+` `\ O ✓rte s►+EEr - , o � -�I,'t � �,� . , y ,,.;_- - _... �r-';r;--•-••�''.-r•-•:__-44- -44-;_--:.'_- -._ -_- _-_-:= ----' —=:44444-_444._.. @ - i •- ""'- `\` O .,`. i�L SITE L4 7 XR_ , 18/28 mb, fA LInvomm L/GHTf/ve Ceteloa NuNAD 400M SR TB S1,009 DDB LAI —d W.IFEATURES E1 SPECIFICATIONS wt m mTN LM1P5 C. INTENDED USE — Ideal for DerkNq erep, so -eel Rghtup, w.9wgs end car tots. CONSTRUCTION — Rugged, die-cast sett Come, aklmwum hors. Soft Squares Cutoff Liomne ins with 0.1r nominal Well tydckm.- Extruded 1' sent caner sem to, new or at ...me ie standard Ow -cost door Rerne has KAD impostnin -eert simpered. ONse lens tel h fully "Ak Wet oro -piece tabnwr swcam. FINISH — Standard Smith m desk bon. I0091 polyester ponder METAL HALIDE knish, with other erchrictrM colors evedabN. OPTICAL SYSTEM — AntiOted, eknninum hydnformad rell.ctors-. 2901W 1 10 13Mry 409W IES tub cutoff distribwMs RI (asym w,&Mc). R31 five m aml. At 20' 1D 35' Moumkp Itnrwwd throw) and ASS IsWare) Nish petlormence enNlired, .IpnMtad awmW, I. 1011"Iors NS full Cute 6ia0lbuWs $M I.symmetriel SR3lprhmtrkl am SMeen SC 1lorW.w thew, entire Cato"). SeOormled of chi" anach WIt tool -lees Iptmers and era rotatable and int"Ch"Istm, - ELECTRICAL SYSTEM — %to nsctance, high power factor bel. lest toe IMY0150W. constmtwaR.p .utnan.f n mr, for 175- - -"._�- 40OW Super CWA Prhe Swt belNst .Nand for 2WW, 310W SW1akmaknmslO 7 - Ip' end 35M Imus) order SCWA option) 9.11.0 mCopper-wand EPA. 12 h, Us. Its) Cm) end 100%wcto.4lmed_ Weilhc 411b IIM fal L" Porcelain, notational, position -oriented, socket volt copper, a4 Length: 17-17r INS Cm) toy. mickel-Distad •craw anal and CW W contact keedklm base WIdM' 11.1? (445 am) socket used with IOM W 196W, mogul-b.e socket used With Dept: 7-11£ 115.1 cml 110.2 CMI I44.5 toll 1754M UL Bated IeSDOW4MV. LISTING — UL 1572 listed for West IocaUnns. Listed arel labeled to _ comely wit Canadian SNaebe. Ips agnatim.l. ORDERING INFORMATION nim rum.[ Example: KAD 4$tM 10 In SIRD04 CMnm the bou r«w ralNop nmrMCMN« mM Ma mat. y� neve. and wMn .Imlry lAmnl ol anmon". et. aW eccemi. r ..We. r w0 number. n on mwa« Neuf I.., apuwlfm wmsolb wst sellae KA0400M SR3 TB SPDO9 DDB LPI IA 64 1 vdtk D Moulthap IPin opts. Ma lam IM SPON Square pole If arm) Shipped koOled he Fhb. Ambiseefwel celbres KAO ISOM 2w Iswnderdl SE SN91e tune 1120, 277, SUV. We 791 Staedpd Came. NAD IRM 24f' SPMS Square pow (9- armle IF 0oub4. fus. 1205, 140, MV, We Tel 009 Dart bronze KAD 2M 271 SPUN pole 14' ml Ronin ar PER NEMA twln4.Cit niceln.b In.ndsrdl KAD P11WA1 347 only Ino pnorotMbai) OWN Whtte IUD want 4M1 APOOI Round pow IS error Ill Leiria included not $lack KAD SIAM' T9' W WO04 Wood poly a well is, arm) PD Power Ties" Classic CeNn KAD 4111.' WWO09 Wood poll or web 19' WTD Terminal WiMO Wea" DMD Medium Iron" �i� �■■ If 0$ Quern nabk. eyNem OWN DNA Natural alimtum I DlftNbuNOn W9004 Wall bracket m wmr miuno., lamp net Incsodedll DSS SMd.lon. NYdrolerm0 NelbeNn WDDM Wel h"ckn 19- nmr CEA Listed and NbeW b c0WAN with DCC Charcoal 02 ES type II aaymmebc4Ar IWhNerua aMA. C ... dum Stendeh lie Tennis green 83 IES Type"a m an OAe l2) fCWA Supra CWA PUNS Stwt DaN.t IM D/A Bright Red W std thrn M IES throw' IOOV/ $ pp" lklryed ffrppreNN" on Steel We 9u..rd We NS$ IES type V apuere NMN Most armrearmly Most arm edpter Seammd Nefleelen NTMS Twin ..I" ber PEI NEMA twin -lock PE IIA. 201, 24M SM IES nape Il.ymmemcl OAOl2P Dgral Arm Ions) PE3 NEMA twin -lock IF I3NV1 SN3 IES"Ill .symmetric° 0A0I2WD 0.1... Arm (wed) PH NEMA Molt -sock PE 14WA SMSC IES type N tonvAm notow PET NEMA trial -lock PE 17"v) NOTES'. AS House sly. "mid MIR3, MI I.M_. lecke! E07. 1.me mwe Im u.M wlm SRI. SRI (3R2, 5831 16 SMSC oprk.. NAOYO Vandal quard } .....1M enNM .enebt, 3 Con.w fa tar ..RobRky In Greed., KADWO Wire award I Op1Nm1 mu R&CR, hell. 1170. Me. 210. 21M 5� AceafeolMf: rp MounOng SAOMTW 5 T1w sP . a" a WWDN mu.I bsu."wnm twa er n Rummel,. ere -.. on a SO• drMnq 1~1 I Or&, e..epww sass" numbs,. IMay he ordeme ..crwl— lu NumM4fHe.e 1 ORSTO .I bw In «len WMp«.- cTm.nw 1-1.1r TMM 0.0. One Twe011Ir Two4 W' TMM9120'TMppoeO' Foul"' a Arealmel «minamal cern ay.nahle: Mea n.. 1371- 1T►IN T2F2M TZ T7!-Sle Tf- Tla- Arcnw«.rel COlur. II—ot— Iwm nn 1113. E-7/1- TEM' 724329 TMISis TTS -2N 3F TM3M' T21 -W 9 m„n sir noose. 1' TWINE TU4N tilW A41n M3 W TW4W Ol/TDOOR ShDDM: KAD-M AL -370 KAD 4(01A Arm -mounted Soh Square Cutoff rrsMolapefWleedM IeINMEeeIeYN Electrical CDarfeMifNls nim rum.[ Pane, .Imlry lAmnl deport Neuf I.., apuwlfm wmsolb wst sellae StenlOprekne eeape welly t.eler M) Iim V. lima Meer. IA 2.WI.N % IPin kW.a N0 I'M M —199 NS N. 5109 - std% Aumtn«Perm« 277 1100V5 ITS pore 111th PRIVIONNO IVi�1■■■ WIJ�`S■■ �i� �■■ �i%iii■■ %%�_�',■ ���III■■ 111//�■■■ ����■■ ' 1 1 I ■;:�►N■■■ MIAMI= !!1■■■ r)l1�■■■ a/JIN'■■■ =J111■■■ ' -Vii,■■■ ��.'■■■ ' .���■.■ ��■■11■ ■■■��■■ ■■EMS Electrical CDarfeMifNls rM.e..ama ea w raw.Nmo-« «w rime Re.,+«r mnar:a vaw«.a.,aea raw. ran ,sem am...r amw.« Naa.l.ry w w eesW nr �a pRnaalee..me aecmsNa. « ink Mw ore tax« oro a. mu cwrwn nw.a. e.w .ole a..WNeu w ra«er .am.. mere. a«« 1 ea«emwkaae Momw eYnMna.rr. ee xa..m lrgn MCMenu lymme.nl'i. mw..emerw.eaml 'A Lirr,vivlA L✓a.4grw)vv /ill �«ec..I�•v N. �L\'2�Y1{' KAD-All mea I.— Liam.m9, am. eel 1A MPn EeeeMlq Nestle Committee Ieewr IYWIIeN M k I.WI ny1M<orr.ctMlgarl nA.1u re.-e.n NR. N EuebM Meurlal9 NwgM 1 _ Cerrse➢M favor mole weed El A.Na tl..: err. err. awarr tldriYl Rome IMM-M er:IM@.1110 f« 110 I -N.lwa Infw.M'.IM fon aim.. Ur+m.Ow!« xtt }VJ ... ,mow.... 0:\RGA\BNELSON\3423_FAl1LCONER\FINAL SITE PLAN\3423REVISION_10-27-04.pro 19 �i 0 FlLE NUMBER 3423 SHEET 20/23 nim rum.[ Pane, .Imlry lAmnl deport Neuf I.., apuwlfm wmsolb wst sellae StenlOprekne eeape welly t.eler M) Iim V. lima Meer. IA 2.WI.N % IPin kW.a N0 I'M M t NS N. 5109 - std% Aumtn«Perm« 277 1100V5 ITS pore 111th IIS rM.e..ama ea w raw.Nmo-« «w rime Re.,+«r mnar:a vaw«.a.,aea raw. ran ,sem am...r amw.« Naa.l.ry w w eesW nr �a pRnaalee..me aecmsNa. « ink Mw ore tax« oro a. mu cwrwn nw.a. e.w .ole a..WNeu w ra«er .am.. mere. a«« 1 ea«emwkaae Momw eYnMna.rr. ee xa..m lrgn MCMenu lymme.nl'i. mw..emerw.eaml 'A Lirr,vivlA L✓a.4grw)vv /ill �«ec..I�•v N. �L\'2�Y1{' KAD-All mea I.— Liam.m9, am. eel 1A MPn EeeeMlq Nestle Committee Ieewr IYWIIeN M k I.WI ny1M<orr.ctMlgarl nA.1u re.-e.n NR. N EuebM Meurlal9 NwgM 1 _ Cerrse➢M favor mole weed El A.Na tl..: err. err. awarr tldriYl Rome IMM-M er:IM@.1110 f« 110 I -N.lwa Infw.M'.IM fon aim.. Ur+m.Ow!« xtt }VJ ... ,mow.... 0:\RGA\BNELSON\3423_FAl1LCONER\FINAL SITE PLAN\3423REVISION_10-27-04.pro 19 �i 0 FlLE NUMBER 3423 SHEET 20/23 Par, FEATURES & SPECIFICATIONS Co1g1NRTNN Wald.Ma-M.d.. MI.Ialled <OmMrdel qu.My r..hon .WI DIONI r M moor *.Id el %,000 Psi I11"UNI, WMO pN 17-Nu4pl. UnNarm .N zMrs of .IS or If. 66ans ne Dn.-pNr1 oft. f aRoadlapl e1xT< r.Nrun<e wNe. UnanrrMr r"l. In cwssa.10. Mph m +i6.., m.11 cxr'w r.I,, and af-P-1 !onion A-1.1,4 xn.o wiMn .n 1'. S entl 6 .F<h. ON. n trMc.ud Irmm Mwn4a4 coom eleN Pop MN a,w, ....N.. mMmum Y.Id nrnpin of NOW Nl Th. U0. W. is prav11.1 oto Haddad Ml.s. Bat. Mras IlnNhed p mah pD11. AFane' nMn7 nwMn.l aimxxons oI r a 3' forn r . shafts. mmd.e 12 e <ow<wiln Mahm.nl Ffoomm. I. rats wawdaa MM A ddi+hornl PDN.. fan.wr. m Hph-.Irwlel e.MnNad 11mF-Wrid w alsNpr. spool. "ON UxY arorN IOOBI peN.ur P.dar apndxd. OMN .reM.r IUM Folmar mX.Ma. MIKNNN A nn holler Ncxsd nnlnadW* lode M. hMdMN rM ts IF oned rrnh • 1? 13 UMC porno load and Ful. ]NMN MLO -- TOP wodon 0 anchor holt or NN.addd Mr ASTM A I9. Mede ad peel and Aeriha a InMNI.n RM i"Pp of "M lD 4r.k. NunM. s88 io 4C ONISAt DOS Mar+ Trw C .5 M0110 s s s SQUARE STRAIGHT STEEL ORDERING INFOWATIM so Toom.I kM W. sMOF NNNIa1 NI7,ydA1NN NNIR EXeppla: SunS[ . w M orn wY mlXun MN.I Irnr nmgoa. OMI 88S ermxx.u.bD ww.emx trx.nm wn.nwa..nn Far 1. ':: Damodar lM naph. In.M saws M. a aay. Wrom. M xaM rNY. n N.xxel n[1wrrD. boaraXX. E.xrpb: M - N-dTor-Sp 0.. door am rmadmor M..0.wbI. born x. For pM -:: D d, .of. I-. 1..."l -wmoa0uN • X 0.Y M ryxD MM., x pMMr. l.IMyp corn pr wrxeMFflors.ryrgxMnpNn\ Whxrro.a MrXaw.p.. madoa a NSI.W .m y 1p'r} k U.a.xnnn Wna.d. 1. rmr hM rr..n-.da. X car -. a urnr..a xx nen moan rwM...rl. nMenaan. . y, or..... �rNYw 1•M x x manor w.1 a... w 1 o mNMy: maw .rtnXotluM Ctlwo MONnrw. its 20 4C DMlsAS PANOW: XpxAl Doe sMNN! Polls -88s PL - 320 N Ma N Ala M Mum BakMd. I Baal W.hh.YL f �IIYI �1MJ NDrr11hN Mrh NDnlNrl .N/t N.w M1/ I MXNA 0.125 11 ONrNs.. M 23{ NwtM ...... maw ItlrAlr. .._ 4A H NIlsx.d MIM AwxXNa.16Y. N NIw1 Lar D. M.,l p7 ps.ply� O.M I.pMOM1.Bdh IpaMdl.6nishl' 8N all, am<rwon. 715 x.N 0.0.Ir Nryl YI nerMw D.mIN e1.Mdeol.a &4xt{13 a N 41.14] rP Tarl NW OM nenrnv. 101 TM "Af o0.1E-IIL'MrDI ... olo d, afAM M 0.e Ymw 73" YI?OD. WNM) M .rkx11XXMa) 151 NO HAh�HOLE CIRIENRATION nN eO.o.13Im" e1 Nllva Far.nUpxtsw Ml brk 3141 t{s9 115 _ H Is Ito _O.Ia "Is 11 CONY 315 u Mlase 6od.NONaY1M MM NaM.mponrc &'/X1813 1b Ind! a NuaRy/ MA N.0OYY ie 210 t.1 1D 2xlp IDVwr cCoupinp 314.18.3 Morn DO UxiA ONMPI inlY•MM.a W. 3010F.03010F.0S'eCNWan• Wp ON S.MWm1 a 2• H .._... B Man WING 14M rr door, OK 6T.aUIw.Y 40 117 0.1 .4 2N OYM !NN' 2DIPIu+ Iff DaMANbN a SAXMO 6.101 -j7- 0.,l 7N 21.1 ONN idol• 2MId wl ThrxWNNPN OIN TwnNNem MaK -....- 4.0X230 ON" 4xM 1~r'Ib.M.ENIpI. 1N Net NNpM A a A IN",MINFf afar+• Erar H.I.XaI. OM ae.1 Nor HandhON oWas maw I1UI 270 "VOelnrvea 10 0.4 ORION!! 291W 314xm13 _-_20 _ JN iK a NOTES. it OJ =u iSl wn.n owxma Iwon mea Fa dna moun.p sw Me mama ONI M4 2AW 110.11 Zy _ Man 25 F+�, bas FI. n.mfie: W= The ewnNMlw rnduYx .n pNIYS 3. w NJ Na ttA 3N M MG 10-12 1xax4 320 Ma48 a Z 31? ell .' I.- m.X.Nn an a' .nd I.YT MN OM.a{ EMM U 1N 4AM T xmWx x am "ab."Noam"WmMI. n[Nnar so Toom.I kM W. sMOF NNNIa1 NI7,ydA1NN NNIR am, e, elm la, lIrofto. T000pplaM. ,,am, . w M orn wY mlXun MN.I Irnr nmgoa. . sP.n1N kratlon .... am - +Den wdxXq agbn. 1MMYx Mmw mM1..W.wMr Far 1. ':: Damodar lM naph. In.M saws M. a aay. Wrom. M xaM rNY. n N.xxel n[1wrrD. boaraXX. E.xrpb: M - N-dTor-Sp 0.. door am rmadmor M..0.wbI. born x. For pM -:: D d, .of. I-. 1..."l -wmoa0uN • X 0.Y M ryxD MM., x pMMr. l.IMyp corn pr MI.I NW NMeI,rY Orwdawn dyXrxn nn mx P.p Whxrro.a MrXaw.p.. madoa a NSI.W .m y 1p'r} k U.a.xnnn Wna.d. 1. rmr hM rr..n-.da. X car -. a urnr..a xx nen moan rwM...rl. nMenaan. . y, or..... �rNYw 1•M x x manor w.1 a... w 1 o mNMy: maw .rtnXotluM Ctlwo MONnrw. ro,o-,,, rW, [.n[rar .M. I.uMnrlrn . ad, IN J. PANOW: XpxAl OwMMe sMNN! Polls -88s PL - 320 SSS Square Straight Steel Poles Q •AK DETAL I 1C as so Oax O.N TECHNICAL INFORMATION WaMpu.. Tomah Bole Chtl1 Projeck SM. Raft AXrMor OeX Numhar She A I EM OPIMN 1] {NI ONadpwN fC N? 2401--f B Ne"" pnN PANOW: XpxAl Was bore P.dNa 6 N Ma N Ala M Mum BakMd. I Baal W.hh.YL AWreldrlwn sNIW.IIOt (poommodal F N MXNA 0.125 11 UJ M 23{ IN IM 4A H 314XIOX3 75 12 4Ax12A O.M It 2M 8N 111 470 lU M H &4xt{13 a N 41.14] ala 11 in M 101 3A 11.7 NI IH 3Rxllx3 IN a 4Jx?u 11 151 NO 11.0 W1 to Mal H_ 3141 t{s9 115 _ H Is Ito _O.Ia "Is 11 Dl 315 u 230 57 M H &'/X1813 1b MaK a 1-0x0.0 O.la It ie 210 t.1 1D 4.0 1N H 314.18.3 its DO UxiA 0.1N 1 1{A 411 2]5 310 317 2• H 3N1axa 1N Man a &0.210 ala 11 11.7 40 117 0.1 .4 2N 10-12 I%Xx4 IN MNN a SAXMO 6.101 -j7- 0.,l 7N 21.1 SM 112 M W-12 Ixa.4 as MaK a 4.0X230 0.125 11 M 1N 28 ROD 1.0 a 4-/ 3Nx1{x3 170 MNM 25 4.0120 0.1111 1 I1UI 270 7.7 10 0.4 to N 314xm13 _-_20 _ JN iK a SAx2M0.11 it OJ =u iSl 3.7 ti 1F -t2 110.11 Zy _ Man 25 Iglu 0]N 7 NJ Na ttA 3N M MG 10-12 1xax4 320 Ma48 a 4AxNO 0_M 7 U 1N 4AM to N 0.8 3MXax3 US Hanks a 31x30 IN 11 4.7 1N 20 N W-12 1x0.14 0.5 Man a 5Jx N0 LIN 7 10] ON 17 1A 3A M W-12 1xUx4 310 Man a MX2M alN 7 w..i = 102 N'7 111 71-0 11-10. 71!1x1 � Maln a SAX330 0,111111 7 3! to 2J M - •- 1012 tka N/ M Man a eA.lu ata / is m M 190 IA N 11-13 1 IXNN4 !N MNN a 1-0x3!-0 O.1N i S.I 10. 1,3 33 - -- 11--I3110.14 M •AK DETAL I 1C as so Oax O.N Aal WaMpu.. Tomah Bole Chtl1 Projeck SM. Raft AXrMor OeX Numhar She A I C a.s.". ONadpwN fC N? 2401--f B ANSS-4C 0184 PA00M 4'G 5-117 2.74. a- 8 A8535 -4G 0500 PJSOD04 T Ir -1r YSrT-f 11' 093$5 AM6-0 PJWa10 6- 11' -Ar 3-0.16--1' 1P1? ANS$$6 036-0 PJSWII rrwn.wD . lly+. xxrlk W.... aAFr., xVl an r .+i. halt[ e,ofow• mwwl .awn -'r, For, �e. e..•.r n. AIMOMA IIVJV777Na Ail V`.D*n+unu Gxrr v aI1ME ! Pa113S8 . apnwy LNhMa F«. wt Poff Ilo 1A lO1Mld4 UtNYO ArdN IaNdM II... p[. dxYw INNy R -a ln,. Wp. Cai..n. a1-1111 IMn lA NTNN [n IA7161ND bow►. LIN aMi..o.l.vlwv.OwNe sM M mlWafr.w 0:\RGA\BNELSON\3423_FAULCONER\FINAL SITE PLAN\3423J:EVISION_SO-27-04.pro 14 =34M SHEET 21/" A t1rAawv1A 1aN w► FEATURES b SPECIFICATIONS I1,17MOE0 USE Ie910 los Pill g zrl m"t lighting, MlkWSVs and tar Ins CONSTRUC110N apgtd. &a GAO. loft Corner Aluminum housing with 0.12' moment waitthlobness. Extruded V sell ewer arm far gala w a'Y moontinp is nandard. Die -east dew from. has impact- Z.1. Umpired, Bbu Isar that is tuey Bsekned with no place tubdar silicone. FINISH Standard harsh is dmk hrwoa 10081 polyester pewter finish. wish other wcmocuw colors .VAN" OPTICAL SYSTEM ModwN, NumiRW bynotoMad rellenors: IES lug culell dwbbdians N 1. 2 lasym iter NS lawmmeoil:l. M tf"wd greenmil MS hinuara. Nigh -Weer a anodizd, segmented aluminum rove . IES Ng cMon d'IetrbvMm 8th leers meuk 1. SM impartial •M SMS[ (to Aided threw, a" GOMtl. Segmented N%CMM attaep with tod-less lsN ow and art rwata k and inmmmplm b. ELECTRICAL SYSTEM Nigh rusaw.ce, bay pow, lector bdkst for IOW/ISM Comwnt-wattap ardournedormer fm I7S-4OW. Super CWA Pill" Start beta rapmed Ila XMr 32Oth one 390W Irwin order SCWA option). latest is cepa-wound and IN% factory tested. Pwcolsn, hemtMM, pwim-orWn , "ckn lam copper May, nickel- platad serm shot end center contact M.lrurn.be" "CHt used with IOOW 8 1511). mogul -base socket used with 1754WW. UL fined I5M- Nw LISTING UL ldctad In.ndasdl. CSA CaMMd Net DpenslUL bated fur wet Ixatiem. OSS rid in sets it- as win Wnterd IEC Sri. q+.1og Nurse. NAD 400M R3 TB VYBD04 DDB No.. YDrE W/,/// mc. -Ni .. I ORDERING INFORMATION Example: 1011101,1111101114212112110 OF Cho•m Ina Iphltrn .", nlm,M,clMurc d,m east tail, once, raink and vain h an Ma rryroprlw nna. Or.. occasional w reaNaM uWlna nnmho, KAD 400M R3 To $A $CIM C91a111a89MNN YMWa I N"mlftg "D .. I BEE INN ' METAL HALIDE IN 100W, IWW, 175W, MOW, Nlpol bls1e11N M Ra . 2WW, 32VNV, 35OW, 4M 1, tAOWS Wire guard 20to 35' Mounting d1NMA.ra..a..M —r EPA 12 Rt - 7 -III' WaiphE II be (ISO q) aw I (18.1 can LMgdl 17.1/. (45 CM) SON Dart brans NAS ri1M Werth: 17.177 14.5 em) Dp-19IM 1 DAN, I 4— -19 SOL `- 1. mus Intel 1102 wal 145 Call ORDERING INFORMATION Example: 1011101,1111101114212112110 OF Cho•m Ina Iphltrn .", nlm,M,clMurc d,m east tail, once, raink and vain h an Ma rryroprlw nna. Or.. occasional w reaNaM uWlna nnmho, KAD 400M R3 To 93 IES hype 111 arymr ' SWC IES type IV Imw.,d thaw ROTES. 1 Rknu¢n jMuNr ED28 amp mnm M u.rl whh SR]. SRIA, %RISC ri arx 2 N.uM aae shield •ainMk. ] G .a 1brrry las ayalM R, • W.ral must I" AN.m nth, 2011, 111, 2IIVI 5 The a". aP00a or yMY'D" mu. or cera lacers leo nr inn Iominr. as m..aa on a am ,811.1 IN. 8ars,fan amerM as ..nnsnry. ] MSTO RyWMde M MIM .'.INN: u,nVAI flarta, 8 Anent m,hanui[raw. M,xw.: pone ... A,NMC- RI,ru kiiv brats., ,lam nae Is.3 9M.., uta RPDx o . ,Only avNMbl• wlm SRI. SAY a%] SRBC amici. 090d99e 14 PET NEMA howt-bck PE 1271) YMWa I N"mlftg aptim .. I BEE INN ISNE ERS) IN SOMI Square A.I. N- emi Nlpol bls1e11N M Ra . AMMNNWM Cohere' NM /NM tAOWS Wire guard rig' Istendardl fF SmBle fuse (128,277.347V, Na 7S) semmkw Colors IW 17TH Orta r knower lube number. aw sP Square paid IT aril' OF Coubb two 11th, 210, INV, Na ISI SON Dart brans NAS ri1M One TWoiIM• 1woNM' iMeeN110• TnmeMO• 277 RPW Road P0b Ir ams PN NEMA Iwa1 lack ncHIRK4 Intel NA9200 TEE -IN T21 -2N T21 -2W T21 -the Tn-3W 347CIA/ I' Ing phONtMVMI OWN Whe, NM 3m, SMO A: KAD-111111 w NON Round cold 19' ermp W Lamp wabted-- standard 961. Slack 1010 >OW' ITEVIBIONB WVM04 Wood pale w wall N' anal CIV Leonlamp Cle k Cake W 8Sw1 W W 90e Won gob or wail 19' PN Poster Troy" owe Modlum pretty _ Z enar, WTO Terminal WYVhp 9byk1e DNA Naturm aluasru /MrININ• W9904 Wan bracket W armP ONE Quarto'ago*,system 12MOfi SeriNyMMw•r8 NaNeaMn kVO11M Will bracket t9- •rmr mranun, limp not IncludNl' NBC Chances] gray O2 IES news II seymmmra' L/Mm (When ordering CMA, UA CSA Ceropoll 918 Tennis green 13 IES type 111] arymmevg DAD121 SCWA Saar CVPulse Stat Beton Ida OM teht red N ES type IW forward IMpAt MWd p S�ISI 9th steel nbeMBAr ITT, gN�sMro*W M IES typo Y imlars KTN9 I*,. mounting bar PEI NEMA fila -lock PE IIA, FIX. ?MVI BOBntase, ROAMb MIt12P Geg. Arm (powl 11E3 NEMA red,04ck PE 13ITVI !12 IES type II sommnra' 9A0/2MN Gars. Ann (wall PEI NEMA twwl-lock PE 14MVI 93 IES hype 111 arymr ' SWC IES type IV Imw.,d thaw ROTES. 1 Rknu¢n jMuNr ED28 amp mnm M u.rl whh SR]. SRIA, %RISC ri arx 2 N.uM aae shield •ainMk. ] G .a 1brrry las ayalM R, • W.ral must I" AN.m nth, 2011, 111, 2IIVI 5 The a". aP00a or yMY'D" mu. or cera lacers leo nr inn Iominr. as m..aa on a am ,811.1 IN. 8ars,fan amerM as ..nnsnry. ] MSTO RyWMde M MIM .'.INN: u,nVAI flarta, 8 Anent m,hanui[raw. M,xw.: pone ... A,NMC- RI,ru kiiv brats., ,lam nae Is.3 9M.., uta RPDx o . ,Only avNMbl• wlm SRI. SAY a%] SRBC amici. 090d99e 14 KAD AMM Arm -mounted Soft Sauare Cutoff CMMSIMIINNNtM KAD R2 Ttn m, rmmoortvu11NNa1ATwmo 119294= Tptno 119201 AE, m mmp,ma•murRwm a h 2 3 1 1 1 [.by NOM Mesa[ .n. areas I. nlmenn rMrM�a v[axn nTM Is mWIMa helse, grnmaolh Two ll, gNll, K" IN Tea W. 1151110101 NIRLRIRNhme.IMll 0 1 1 a i . IgM' Mn aINN[ Wnp. Mm Twee Mlq, foWnM•fYia. =m M'_." Ndek Gorsk m Tann A, numtt. KM RHOS Test no. 1192051101 cOmer.wlnual" i a 1 I MMM IWlan W^n. ]2.Wa rwnn L,m•n•. F,,— de.Wanesa un sat ,naulaMw ,d9n, 0tmwwm Type A, Wan-_ K11D Kff Tea M,11NI11M ImrmwnemR'vpnW Yes/ lYN MWa MnR IIAM raw IumeM rawms,.rwab=- , , PET NEMA howt-bck PE 1271) raw counsel Typo N. Tuan. —.... NS Nnus"tip, rapid IRE AN. RII Fio@Wcol Cbw•atwMlM ISNE ERS) '..a comm Proamy AAwB Vanda I••id mlawry Waal drw•. tAOWS Wire guard WmsBr/eilkrt v"it nmVapendng wrste Aeaa9i91yM: TN9p_2AIounM7y8QWIMr __ IS Orta r knower lube number. WCWA M IA'1.3p m N.nbaTMtnurM Peak -lad 20 1.711 Teen 0.0. One TWoiIM• 1woNM' iMeeN110• TnmeMO• NourNM' 23/8' TN -IN Tri-iM Tri- T293N its -2W TO -r 2.7/8' TEE -IN T21 -2N T21 -2W T21 -the Tn-3W T54W I' 125-/0 T36•rie TN -ria TN -tri TX.3W TN -4W SMO A: KAD-111111 AL -370 KAD AMM Arm -mounted Soft Sauare Cutoff CMMSIMIINNNtM KAD R2 Ttn m, rmmoortvu11NNa1ATwmo 119294= Tptno 119201 AE, m mmp,ma•murRwm a h 2 3 1 1 1 [.by NOM Mesa[ .n. areas I. nlmenn rMrM�a v[axn nTM Is mWIMa helse, grnmaolh Two ll, gNll, K" IN Tea W. 1151110101 NIRLRIRNhme.IMll 0 1 1 a i . IgM' Mn aINN[ Wnp. Mm Twee Mlq, foWnM•fYia. =m M'_." Ndek Gorsk m Tann A, numtt. KM RHOS Test no. 1192051101 cOmer.wlnual" i a 1 I MMM IWlan W^n. ]2.Wa rwnn L,m•n•. F,,— de.Wanesa un sat ,naulaMw ,d9n, 0tmwwm Type A, Wan-_ K11D Kff Tea M,11NI11M ImrmwnemR'vpnW Yes/ lYN MWa MnR IIAM raw IumeM rawms,.rwab=- , , Mpw IM I4W WT. #.ex.YrM Mea Ia.s,we .I... naw,) aim. raw counsel Typo N. Tuan. —.... Not".. INIrMMan Iwo N. mm�. Fio@Wcol Cbw•atwMlM '..a comm Proamy mlawry Waal drw•. Input Paw. RquWtim WmsBr/eilkrt v"it nmVapendng wrste wens fames (%I Eas V- Lan, ). 20 erAse IS WCWA M IA'1.3p m Peak -lad 20 1.711 Ila las M. r10%. <10% Aulmrambmn 222 1 191.75 179 aM .791.0 ns TRRra m —mraL na NLMR wanwr. ,lab wool War.,rMyoba. Vwlwa N.wM tare,. raw wMWer br.� IMarrM�Yr .auM �aw...emn.. •an.n.lr..ah ma r.�law ON. e.r av ..Pew nee .m .tau. .,n•. Iww RMI IWNn kv v #,"e.. Wn[nn. esAomwr Pyla srs ans' mWMK NAP. eWMaaM Tern y, malt Far WAN NOW aarl.alla. Flaw WHWNhy ala cwr,alm trrnn ash. .1,41 to .0 n.. 0.73 M ft. ..an El Mcumm Her I) _ ra° Corcam feet., Nor.: 1 PF.gr,Mk W I. oma alwM,aaM neo In .teen ran M LwwM LIyMa9'MaaN, Iwwn' MWn..mml I_A LLTflO/11!/.1/ L/G/ifhl/Li` An%k~2ACwlawy $boatF.KAD'M •lapAcukrCellae 6 .c. X., fA. .wmm 7 uom"Li81•YB aMN Dawe era em alar rev I Mery w.. cam... nth 7rix IfinnlA F!! tw'nan I7w In Lwy1 a. I re nr•. I rarow. Itis{lath, Ga. na141 w Mono rear 0:\RGA\BNELSDN\3423fAULCDNER\FINAL SITE PLAN\3423_REVISIDN_O-27-04. pro I FlL.E NUMBEST 3423 SHEET 72/23 b ON D W t 2 0 v v 2 � pq c ¢? a �i ITEVIBIONB DATE AlIR. I, IIOOe WsyS Z S 0r V l FlL.E NUMBEST 3423 SHEET 72/23 FEATURES OPTICAL SYSTEM • tuition, See -tinged, specular clear, highly specular or same -defuse rmeacmr. • SNRW<o.a Specular clear upper at<tor. Miergraaw batt who white painted Range m specular block cone with trlga that march" cane finish. • Brightness control nd high efficient, an, opFinaey balanced. • Controlled anodized coaling suppresses iridascance. HOUSING • 16paga paNamnd sae[ mouaing/plMer tams whit Mc - Hon support springs to retein optical syalam. Maximum 7/1' caWngth[ckness. Expandable -see -ticking mounting hers tomida horizontal sad vertical adjustment • Galvanized anal luncHon box with bottom -hinged scc"a moven sad hi spring Iatcs. Two combination W -W and tour IIT knockouts fin msYhEtMough uadutt runs Ca pacAy: 8(4 in, 4 mal No. 11 A1V Cpndummn,rendfor75•C. ELECTWALSYSTEM Die -test aluminum sot Mat housing. Vo~.d mus for convex tiw cooing. Horimntelh-moumad,positive-lomh, thana pont nctaealin singleIcam... dlerdeuEle lemuscmAguration. • Close P Ithrmaliy prmactadl high power tacmr ball.W.1 mouYsd to the Junction box. LISTING • Fathoms am UL [load for thru-branchwidng,ricaned mount. irk, sad damp b,mtho. Limad and labeled to compt, with Canadian Stendards Ise. Optimist. ENERGY VIDOL An" I Umpe Emom Co., bmP Winer, eMNm fecM mom want A Y.A }Rebid - ]opo 0 0 car. W M. ve x cad ie..,e. m hn n W.m 11 1 Y IMM Ona !w Men lobs MO Chw, Ot.,Yphhn nlR ln.tl cnuW Miw„ M21 'Irl BAR 130 Om10 N , T"' F caslgre! FlasosAOatrrlt OwanRg)rab oP6AF Reflector Horizontal Lamp L^' Twtn-Tule, Double Twin -Tube NO-- lw.weennsu.Nen. Actuammw•Nen ro"ww. ORDERING INFOIIMATION Example: AFVIWTT17A111M4E111 1-"— f,Rope rad ppMlaypnMep ngnerclelu.etMt nal wNyeur nyE. NMwIM ii m �bn pp�apdwa 2f=TT Im U Y y O®111 _AF T130 Waage/lamO FlsMeler Typ U .pMluw'. Ll/. 116J1 BIBasY 6xgoo.nly: weal pill Y IMM Ona !w Men lobs MO Chw, Ot.,Yphhn nlR ln.tl EM Elaehins8l < WLP WM W (sass (shipped NTr Ttw !,Y Inin-tube M Pawls, irrdncsn( NMt Russian nMrswh)� IMM One IH/ Mim1uN atra ombsr Tt1_ h,h ee (amp. swY lase IIIM Two I,wI own-tob. 011110 With..,W OFfM EacanW bates. 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Dahl Mchel of oust w 6 Eacaml"WRes<mume. �erarleee(ien.ndattnwseue. cwh,,m.. mils, dim im,sm, SIT IT I]T loam pesaon, )Fwbmn.lana<IInRp,ek�hmdm..nd.[<n.ak.ub. dn<knn, no to Zl OIA IOW mole lashed a A.N.asemolemewnon" ,pale wad Csnadin e Nwh•i Whfth(tA,s Etmaon saedMl. LlywvN/A LwNrlivG r7owrligNTwq aT11Ap( UOItTm10 L 100 -AN 0:\RGA\BNELSON\3423j:Al1LCONER\FINAL SITE PLAN\3423j1EVISION_O-27-04. pro FlL.E NUMBER 3423 BMEET 23/23 U Y y A� O 3 b `V1 4 4 �D W Q Q !� e•AV d% � 2 W W 2 aW� REV"NONS OCTIDrit 2T, 2004 P. G OONl/M DATE /VIl1, 200/ W 2 LL �g a� FlL.E NUMBER 3423 BMEET 23/23 0 5 s 0 w w 3 w n 70 WAH w•• ru OLD TRAIL VILLAGE PHASE 6 BLOCK 3 PHASE A SITE PLAN VICINITY MAP SCALE: 1" = 2,000' GENERAL NOTES OWNER/D£V£LOP£R. MARCH MOUNTAIN PROPER77ES; L.LC ENGINEER: COLLINS EN�� STREET T-2 800 E. ,CFFERSON STREET CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 E-1 TELEPHONE.- (4J4)245-0100 TELEPHONE (4J4)29J-J719 S-1 FAX.. (434)245-0300 FAX., (434)245-0300 S-2 CONTACT.' MR. GAYLON BEIGHTS CONTACT' MR. SC07T COLLINS, P.E. S-3 EMAIL s ottYeollins-engineeringxom PRE-APPLICA77ON SITE PLAN DETAILS :ONF£R£NCE:NOVEMBER 5, 2007 (DISCUSSED DEVELOPMENT OF POO'_ NITHIN BLOCK 2. TH15 DP -1 CURRENT PLAN SHOWS THE POOL M17HIN BLOCK J *#CH IS •OUST NORTHWEST OF DP -2 BLOCK 2. BOTH BLOCKS ARE WITHIN THE SAME CT DISTRICT AND SUB.ECT TO THE DP -3 SAME ZONING R£GULA 77ONS PER THE APPROVED CODE OF DEVELOPMENT.) TAX MAP NO.: 055E -01-00-000A1 AREA: 6.8 AC. (ENTIRE BLOCK 3) SWM -2 3.3 AC. (PHASE A) ZONING, NEIGHBORHOOD MODEL DISTRICT SWM -4 APPROVED WITH PROFFERS 9-14-05 ESC -1 BY ALBEMARLE COUNTY BOARD OF SUPERVISORS ESC -2 NOTE COPY OF PROFFERS PROVIDED SEPARATELY USE: MIXED USE (COMMERCIAL MUL77-FAMILY) UNITS: NONE PROPOSED IN PHASE A - 54 UNITS PROPOSED (9 TO BE AFFORDABLE) IN LATER LL -1 PHASE DENSITY.' N/A. NON-RESIDEN77AL: RECREATIONAL BUILDINGS ASSOGA7ED MRH THE POOL: 4000 SO. FT. POOL WATER SURFACE AREA: 8445 SO. FT. EMPLOYEES 50 EMPLOYEES (MAX.) BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 4 STORIES SUBDIVISION STREETS CURB & GUTTER DRAINAGE DISTRICT LICKINGHOLE DRAINAGE BASIN (LICK/NGHOLE CREEK IS RECEIVING WATERS FOR PRO,ECT) WATERSHED: S. RIVANNA RESERVOIR TOPO h SURVEY TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR „ENN/NGS STEPHENSON, PC IN AUGUST 2006. EXIS77NG WGETAI70N: ROLLING GRASS FIELD MITH NO EXIS77NG TREES. UGH TING, ALL OUTDOOR LUMINAIRES SHALL EMIT LESS THAN J,000 MAXIMUM LUMENS. NO STREET LIGHTS SHALL BE PROVIDED. PARKING. PARKING LOTS SHALL BE SHARED AMONG ALL USES AND LOCATED W17HIN A COMMON ACCESS EASEMENT ON -STREET PARKING SHALL BE PROVIDED BETWEEN THE BUMP OUT AREAS AS SHOWN ON THE PLANS AJ THE 77ME THE REMAINDER OF THE BLOCK is DEVELOPED, A SHARED PARKING REOUEST MAY BE SUBMITTED FOR VARIOUS USERS OF PUBLIC PARKING AREAS. PHASING THE SWIMMING POOL, ROADS AND ASSOCIATED PARKING LOT SHALL BE CONSTRUCTED FIRST AS PART OF PHASE A. THE REMAINDER OF THE BLOCK MILL BE DEVELOPED IN ACCORDANCE W1IH THE APPROVED PRELIMINARY S17E PUN FOR BLOCK 3, AS PART OF A LATER PHASE. 0 Revision Index o° Rey. I TWE THIS SITE PLAN AMENDS THE DOWNSTREAM DRAINAGE OF THE APPROVED BLOCK 1 SITE PLAN (SDP -2007-00144) TABLE 2 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 150' CURRENT OWNER/DEVELOPER MARCH MOUNTAIN PROPERTIES, LLC. BEIGHTS DEVELOPMENT CORPORATION 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 ENGINEER COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 434.293.3719 Sheet List Table Sheet Number Sheet Title T-1 COVER T-2 OLD TRAIL VILLAGE ZONING REQUIREMENTS E-1 EXISTING CONDITIONS S-1 SITE PLAN S-2 GRADING AND UTILITY PLAN S-3 SITE PLAN DETAILS S-4 SITE PLAN DETAILS R-1 ROAD PROFILES DP -1 DRAINAGE AREAS DP -2 PROFILES DP -3 PROFILES DP -4 DRAINAGE CALCULATIONS SWM -1 EXISTING 4 PROPOSED STORMWATER MANAGEMENT SWM -2 EXISTING L PROPOSED STORMWATER MANAGEMENT SWM -3 EXISTING 6 PROPOSED STORMWATER MANAGEMENT SWM -4 STORMWATER MANAGEMENT CALCULATIONS ESC -1 ELS NARRATIVE AND COMPUTATIONS ESC -2 ELS PHASE I ESC -3 ELS PHASE II ESC -4 ELS PLAN DETAILS L CALCULATIONS LL -1 LANDSCAPING PLAN LL -2 LANDSCAPING DETAILS ==-1 EXIS77NG CULVERT „�_,_� EARTH DITCH --� CULVERT AWIOTA DRIVEWAY CULVERT Q DROP INLET & STRUCTURE NO. � BENCH MARK z}}r CURB U him 0 CLEARING LIMITS � CURB h CUTTER _ U, -' VOOT STANDARD STOP SIGN — PROPOSED PAVEMENT EC -JA DITCH _ _ _ _ _ _ _ _ -------- EXISTING CONTOUR > DEPTH OF £C -JA DITCH —®— USED CONTOUR u EC -2 DITCH 240.55 PROPOSED SPOT ELEVA71ON TBC DENOTES TOP/VACK OF CURB TIB DENOTES TLP OF BOX 6' DEPTH OF EC -2 DITCH ALBEMARLE COUNTY COMMUNITY DEVELOPMENT ENGINEERING REVIEW COMPLIANCE CERTIFICATION I certify that these final plans meet the requirements of the Albemarle County Zoning Ordinance, the Water Protection Ordinance, the Subdivision Ordinance, and the Design Standards Manual, and are prepared in accordance with the Engineering Expedited Review Final Plans Checklist. Signature Date if, 35791 G lI18lca •W_om•. R:ftfi-a ��50 ,i�� �c AWIOTA a A o0 z}}r U him 0 if, 35791 G lI18lca V D\ h M ZM D\ N M 0 N � W0 N rqW zW a V ZQ x d WU Y, W W a zz z _ o W W W W OW S ao Cn Z g Z ��3.....0...'... / ,V IL V) Z Z Og Q a W 0 U) V Q Z aw L M a Y 0 U > 0 w CO 13 W LU m a �`o 1 W O JW it 0 o3 02/19/08 ImNo I 02006 SHEET NO T-1 a o0 z}}r U U ? 0 2 O U, N w is > V D\ h M ZM D\ N M 0 N � W0 N rqW zW a V ZQ x d WU Y, W W a zz z _ o W W W W OW S ao Cn Z g Z ��3.....0...'... / ,V IL V) Z Z Og Q a W 0 U) V Q Z aw L M a Y 0 U > 0 w CO 13 W LU m a �`o 1 W O JW it 0 o3 02/19/08 ImNo I 02006 SHEET NO T-1 SPATIAL ENCLOSURE RATIO RETAIL SPACE REQUIREMENTS per approved proffers for Old Trail Village 8 OF D.U. BLDG. PERMITS MAX. ALLOWABLE RETAIL SPACE 500 MAXIMUM EAVE 1000 98,000 SQ. FT. SETBACK/ BULD-TO TOTAL DISTANCE HEIG� (BASED ON ROAD RIGHT OF WAY (FT) LINE DMAENSION (FT) BETWEEN BUILDINGS 1:2 SPATIAL REQUIRED RESIDENTIAL 1 SP/ 125 S.F. (FT) ENCLOSURE RATIO) Claremont Lane 54 8 70 35 Bmokby D" 54 8 70 35 Marlbeck Dme 54 8 70 35 Old Tlail DriAe 50 8 86 33 RETAIL SPACE REQUIREMENTS per approved proffers for Old Trail Village 8 OF D.U. BLDG. PERMITS MAX. ALLOWABLE RETAIL SPACE 500 48,000 SQ. FT. 1000 98,000 SQ. FT. 1,500 144,000 SQ. FT. 2,000 192,000 SQ. FT. CODE OF DEVELOPMENT REGULATIONS approved for Old Trail Village SURFACE NO11- MAX SPACES POOL AREA TOTAL PARKING RESIDEN AL 17Nns (,) REQUIRED SPACES (SQ. FT.) BLOCK 3 REQUIRED RESIDENTIAL 1 SP/ 125 S.F. ALLOWABLE MIN. LOT MAX 67.56 AREA BLOCK RESIDEN S.F. S.F. DENSITY MAX UNITS NOW SIZE Sfi. FT.) STORIES FRONT AFFORDABLE UNITS BLOCK TRANSECT GROSS (D.U./AC.) RESIDENTIAL BUILD-ToSET- SIDE YARD REAR YARD DIST AREA FLOOR AREA TOTAL LINEE BACK SET- BACK AREA OF OPEN BLOCK (AC) CLASSFIO TIAL DETACH ATTACHE (�' FT.)DENTIAL/ NON -REST- MIXED RESIOENM RENT ACCESS % OF MIXED USE MIXED USE LOTS R/V11 �C) USE SPACE ATION AREA ED UNITS D UlLIS UNITS ENT MIXED USE L DENSITY % OF TOTAL UNITS RATE FOR SALE APARTM 3 CT5 6.8 18 122 100,, ILIA 4 0 0 0 (SO. FT.) 000- (DU IAC) PROPOSED DEVELOPMENT (CUMULATIVE OF ALL BLOCKS) FOR OLD TRAIL VILLAGE (1) HOUSING EQUAL TO FIFTEEN PERCENT (15X) OF THE TOTAL REVDEN77AL UNITS CONSTRUCTED AT OLD 7RAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN 7H£ FORM OF FOR -SALE CONDOMINIUMS AND TOWNHOUSES AND FOR -RENT CONDOMINIUMS, TONNHOUSES, APARTMENTS AND ACCESSORY UNITS EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WI7HIN 7HE OLD TRAIL VILLAGE DEVELOPMENT SHALL DESIGNA7E THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUB,.ECT TO THE 7ERMS AND CONDI77ONS OF PROFFER /2 OF ZMA-2004-024, INCORPORATE AFFORDABLE UNITS AS DESCRIBED IN PROFFER /2 OF ZMA-2004-024, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR 517E PLAN SHALL CONS77TU7E A MINIMUM OF FIFTEEN PERCENT (15X) OF THE LOTS IN SUCH SUBDIVISION PLAT OR S/7E PLAN. (2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40x) OF THE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR -SALE UNITS. (3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30x) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS (4) WHEN BUILT -WT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS ACCESSORY UNITS" SHALL MEAN ACCESSORY APARTMENTS AS DEFINED IN THE ALBEMARLE COUNTY CODE, CHAPTER 18, SEC77ON 5.1.34, AND A UNIT WITHIN A 700 -FAMILY DWELLING AS A T00 -FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM ST47EWIDE BUILDING CODE. (5) THE OWNER MAY "CARRY-OVER" OR BANK" CREDITS FOR AFFORDABLE UN17S IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNA 7ES AFFORDABLE UN17S 7HAT/N 7HE AGGREGATE EXCEED THE FIFTEEN PERCENT (15.X) MINIMUM FOR SUCH SUBDIVISION PLAT OR 97F PLAN, AND SUCH ADD17IONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE F7FTEEN PERCENT (15X) MINIMUM ON ANY FUTURE SUBDIVISION PIAT OR 97E PLAN, PROVIDED HOWEVER, THAT 7HE MAXIMUM NUMBER OF AFFORDABLE UNITS THAT MAY BE CARRIED OVER OR BANKED SHALL NOT EXCEED FIFTEEN PERCENT (15X) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT OR 97E PUN. (6) THERE ARE NO OPEN SPACE AND/ OR RECREATION AREAS WITHIN THE BOUNDARIES OF THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD TRAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT. PARKING REQUIRED SURFACE SURFACE NO11- RATE OF PARKING SPACES POOL AREA TOTAL PARKING RESIDEN AL 17Nns (,) REQUIRED SPACES (SQ. FT.) BLOCK 3 REQUIRED N/A 1 SP/ 125 S.F. 72 8445 WATER SURFACE 67.56 AREA BLOCK RESIDEN S.F. S.F. TOWN CONDO M##u4/ GROSS MARKET RATE UNRS TOTAL# AFFORDABLE UNITS AREA OF AREA OF RECREA FOR TOTAL PREVIOU AREA OF OPEN BLOCK (AC) CLASSFIO TIAL DETACH ATTACHE HOUSE APARTM TOTAL RESIOENM RENT ACCESS % OF BANKED SLY LOTS R/V11 �C) TION SPACE ATION AREA ED UNITS D UlLIS UNITS ENT UNITS L DENSITY % OF TOTAL UNITS RATE FOR SALE APARTM ORY NUMBER TOTAL UINITS BANKED (AC) AREA (8) (6) (SO. FT.) (DU IAC) OF UNC UNC UNITS ENTS UNITS UNITS 1 5.1 54,500 0 0 0 78 78 15.3 82 79.5% 0 14 0 14 17.9% 2.3 0.0 4.3 0.54 WA WA 3A 2.9 4,000 0 0 0 0 0 0.0 0 0.0% 0 0 0 0 0.0% 0 0.0 0.79 WA 4 3.3 2,200 0 4 23 28 56 18.7 43 7B2% 9 0 0 9 18.4% 0.75 0.0 28 0.92 WA WA 11 3.0 3,530 0 0 22 32 64 18.0 45 83.3% 9 0 0 9 16.7% 0.9 0.0 2.8 0.92 WA WA 12 5.0 3mixed 2,250 0 0 27 83 90 18.0 75 83.3% 15 0 0 15 16.7% 1.5 0.0 5.2 0.4 WA WA i5�) 4.9 0 15 0 0 0 15 3.1 15 100.0% 0 0 0 0 0.0% 0 2.3 2.7 0.4 WA WA TOTAL 24.268,480 15.0 4.0 720 201.0 292.0 240.0 33.0 14.0 0.0 47.0 5.5 23 17.4 3.2 % OF TOTAL AFFORDABLE UMTS 70.2% 29. 0.0% (1) HOUSING EQUAL TO FIFTEEN PERCENT (15X) OF THE TOTAL REVDEN77AL UNITS CONSTRUCTED AT OLD 7RAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN 7H£ FORM OF FOR -SALE CONDOMINIUMS AND TOWNHOUSES AND FOR -RENT CONDOMINIUMS, TONNHOUSES, APARTMENTS AND ACCESSORY UNITS EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WI7HIN 7HE OLD TRAIL VILLAGE DEVELOPMENT SHALL DESIGNA7E THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUB,.ECT TO THE 7ERMS AND CONDI77ONS OF PROFFER /2 OF ZMA-2004-024, INCORPORATE AFFORDABLE UNITS AS DESCRIBED IN PROFFER /2 OF ZMA-2004-024, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR 517E PLAN SHALL CONS77TU7E A MINIMUM OF FIFTEEN PERCENT (15X) OF THE LOTS IN SUCH SUBDIVISION PLAT OR S/7E PLAN. (2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40x) OF THE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR -SALE UNITS. (3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30x) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS (4) WHEN BUILT -WT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS ACCESSORY UNITS" SHALL MEAN ACCESSORY APARTMENTS AS DEFINED IN THE ALBEMARLE COUNTY CODE, CHAPTER 18, SEC77ON 5.1.34, AND A UNIT WITHIN A 700 -FAMILY DWELLING AS A T00 -FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM ST47EWIDE BUILDING CODE. (5) THE OWNER MAY "CARRY-OVER" OR BANK" CREDITS FOR AFFORDABLE UN17S IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNA 7ES AFFORDABLE UN17S 7HAT/N 7HE AGGREGATE EXCEED THE FIFTEEN PERCENT (15.X) MINIMUM FOR SUCH SUBDIVISION PLAT OR 97F PLAN, AND SUCH ADD17IONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE F7FTEEN PERCENT (15X) MINIMUM ON ANY FUTURE SUBDIVISION PIAT OR 97E PLAN, PROVIDED HOWEVER, THAT 7HE MAXIMUM NUMBER OF AFFORDABLE UNITS THAT MAY BE CARRIED OVER OR BANKED SHALL NOT EXCEED FIFTEEN PERCENT (15X) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT OR 97E PUN. (6) THERE ARE NO OPEN SPACE AND/ OR RECREATION AREAS WITHIN THE BOUNDARIES OF THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD TRAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT. PARKING REQUIRED SURFACE SURFACE TOTAL RATE OF PARKING SPACES POOL AREA TOTAL PARKING WITHIN REQUIRED SPACES (SQ. FT.) BLOCK 3 REQUIRED N/A 1 SP/ 125 S.F. 72 8445 WATER SURFACE 67.56 67.56 PARKING PROVIDED SURFACE BLOCK SPACES ON -STREET TOTAL WITHIN SPACES SPACES w BLOCK 3 w w N/A 3A 72 37 109 Lac. No. 035791 6. 6 -IE -01h Z O H y� W ce V e z W W a w c� z z O w 0 J 0 O YIw w x Z F ets 0 ..Ia w Jw w w N/A O w 0 T-2 0 00 e z W W a w c� z z O w 0 J 0 O 308 NO. 02006 N/A SHEET NO. T-2 i1.. r0POGRAPHY PRONDED BY JENNINGS S7EPHENSON, PC IN AUGUST, 2006. VIE ELEVADON VERIFIED JANUARY2008., 2. THERE /S A MPO STREAM BUFFER ADJACENT TO THIS SITE AS SHOM7V ON THIS SHEET. ^� J. THERE IS A FLOODPLAIN ADJACENT TO 7741S VIE, PER FEMA MAP 451003CO2290, DATED 02-04-2005. 4 . MPO AS SHOW ON THE PLAN IS 100' OFF EXIS77NG S7REAMS OR 100' OFF ME7LAND.% OR THE FLOODPLAIN SCOTT C LIA41T IN THE LOCA7101V 774AT 7HE FLOODPLAIN IS GREA7ER F _ "-6 U Lic. No. 035791 N `� 5. THIS SITE DOZES NOT CONTAIN ANY CRITICAL SLOPES (SLOPES GREATER THAN 25x). III BENCHMARK S .4- _ _ \ /Z EL-OMM°aNHo� 656 ONAL \ \ \ Q ' + \ _ - _ NAD 83 _ 6Sg / 1�J 1,` - - - - / / I `\ \ 10GANG SAAB 6,%—, 60. \ \ \ ROAD --6 ° CULVERTSEM EXffnNG _ UNDR \ \ 0 666 \ \ - \ \ \ \ \ \ \ v- E70S71NG\ \`VA [A I ..`I �.. I ' I , � � � EASEMENT � ,\ `• \ \ \ \ \ \ \ \ \_\\ � �` \ Q o J LS ee iI o _ DB 2>i88 PG 1-15 V Vi BLOCK'111 J1I (IJ I.1' I'IIIIfI \��2-- _ '� \- \\ \\ \\ \I I I �\ \`, \ if I I 1. I `q I•:I I I I �,� _ / / — — \ \I , ,' I ; I I \ 1�0 \FUTURE lob" — — — \ ' , / ; OLD TRAIL I _--- - �-- __ � , r - l / l / l_ ' l I .IPARK 67z, 11 I I I ' III' ` I ' 4ae �: I I I 1 I / 6 — \ / / / f f / f !- J ) �� 1 I. sae -- JI1 IIiI I III„ v- -676 -sus ° „ fn BENCHMARK \ \ \ \\ \ \ \ \ y \ M TOP ofBOX' V EL. -688.88 - B3 / \ \ M NAD \ \ \ \ \ \ \ \ \ \ \ EXiS1pIG 1OD PLAIN \ \ rn � /6 - � \ � \ \ �` \ \ \ \ \ \ \ FLOOD PLAN �@ W N 3 - - _ o EXGTING S7RE/W \ \ \ \ \ \ ° Z .I --169R, � � J X94 un L9 O 69 R� 6g2 — °\ rA �%.I j -- _ _ ,\ \ BOO— — — 174 00 \ \ \ \ \ ckb- - - - -\ DRIB/~ - - i� I T� I \ I 1 1 — — _19 4c) — -BROOK — E�ROAD _ — _ OWN -— — 69&--`o ->sa0 \ so fir\ \ \ \ \ \ \ \ \ \ 56ALE` IC C Io Z LLJ 0 0 0 0. M ' Y 0 0 J m O L (� uJ Z`- u)< 0 w J .5 X0140. 02006 1"=30' sHWTNO. E-1 'vd�%A-db - � -_ ' . I \ _______'_:�__ -_ -- " -________\k.____'_._ _"_____..___. � I \ �� ..\ � �� \(46 �� \ \ \ ` : \ .. ., � \ \ \ �'C- C6^ �^ 95 �O S� `� So / i ,.�.� . - -6-70- _ _ ' _ I I \ \ \ ��_ \ - 14' T h \ \ \ \ \ \\ . A \ \ / / / , / / / / / / / �, / / / i / - - O / - rRVr VJGL/ M � _ I ! I` } \ \ ��1 ___ \'_1\ `�'\.\ \ \ . \ � \ ' ,\\ \ \_ \ \ / / / , / / / _. GUARDRAIL PROPOSED \ I , I 41, \ \ ` \ �`\ \ \ \`�.\. \"� \. \ i / / / / / / / ' 0 � . � / ' cv � RIGHT OF WAY ami � l ` � t \ '\ � , \ \~\ \I\ \ � ,' \ ,\. y \ I{ /I , , / / / / / / / / /' 'o + ; ' / ' i , ' _ 672 -- -- _. _._ _ + \ \ % \ I I I I \ \ \ \ ,\\ SCOTT COLLINSZ �� : \ \ , , , /_� - /_ - \� J\ U Lic. o. 035791 0, \ \ "\ \ `\ • \ \ \ / /' / / / / / /' / /' ` s , , ' ' / 4 f a VDOT STD. CG -11 ! I ! t 1 \ \ \ �� 1.0 � l�y .) \ \ /' CONCRETE ENTRANCE ' I , ' NOTE: SEE SHEET LL -1 FOR �'�SIO�IAL 14 \ - .. I I � . .- LOCATI OF S EET TREES \\ �\ ��� 1 � . � \ / ' '' / . 1-1 .. ON 15+5 , \ \ \ \ ,,f \ \ , / / / / A ' / + ,' ,. ': - �.' 54. 1/• t f' f \ \ \ \ \ 11 \\ \ ST r _.\� \\ . .1. / \ / / / > �. ..... - .. �- Ic . :' '... 5 ' / I , \ \ FUTURE \ , \' \ \ \ \ \ ' '\ \ \ CG -12/ / / ! �'.'... ----'-�-`_ .. 1-...�`...�_.' - . 32�' a :B +OQ'.' ' / `/ l - ' 'N \ `� \\' ' l / j ... AT:+po: :. �y /' I _ - OLD IL A \ .. 1 \ \ , \' - \ \ ( ) / / .......'. -..'.-. '.'. "....'..' '' 4.'.. .. . . ..... ..... .. _ STOP I \ \ _ \ ... \ ' \ / . / r. Y.'. 12i'. Y l / \ \• \ _ \ \ \ \ � ( , \ .. .... f . �--' . I .. / TSP): - t " SIGN \ - -- _ _ _ \ \14 � \% \ - I \ * \ . -�"_ �' ,,, _- - -' ". . - "�'_. - _� ___ . . cl . I , �. �_ 0 / \ \ , \ \ \ . •-\ \ / , .. .......` .. "'.'_ . / ' �.. / / 1 1 � \ \ � \ VDOT STD. \ \STP \'... ... .:.�.. <'....'.'.'.. j '............. , r :,y r . �f•� '�. " f , _.. \ \ ; . \ .'. \ / �_ .:'. " .......... i / BARRICADE \ _ - \ \ \ 1.- \ <r\ \ , 51GN .'.\ / �. •SID AL • CG- `1 \ \ - ~ ' \ _ � \ \ � ae \ _j5 �/ _ _ - _ . - ... ..."'�".:._ .... \ J1 T . ­.. .1 . � - � I ......' ....... I... ___'�� I ) I I.. 1. 1- "I./ '. I �� 11 I... .. I., 11, ...'..... I � \ - - � - � - I - -1 \ \,\ - "R ....... .. ­' '' 1, I :�...&. - 7�� . , I...- - �. I... , - __ - �_ - � , \ %, - , ..'.-' uj 8 9 1. �'. - f ,7 1 1 - - --- \ .. \ . ........... � --I_ • 1. 1 , f ... .... ... ...... .... ... .....r \ _. _ c _ � -1 - (AI '� I .... I 11 � - - -, -_ ef .. _. �':'_\ � ....k - . . . . . \' < 2# ', ��•: < • :, : VDOT STD. � _ -- �. ~ _ w � \':. �'. .'\ . � \ %t �, .,. <, it - .. ...... ... ................ ..,.. ..i'........ ... ... - \ _ _.. \ SPEED LIMIT / _ CG -6 / ~ R.S.. . �: Z \ . .7.... . < r Lu SII. _ GN �,81. OC _ O T' i 7 _ G Z C r \ _ i 9' / � _ '�► I �e 0 ly . �c t z _ -, (nz ' - - - 1 Y f. , \ EXISTiI SAN ITAR x .'. 1. i ........... _. �, �.� :l VDOT STD. �N_._Lu 2 \ �\ 1 R! a - \ s� ... Tf� �T i' CG -1 � - \ �o. V !"� \ VARIABLE WIDTH \ _ _ _ 2 \ \ \ \ k \-_ --- -- RELOCATED / , ;f .s . . \ EXISTING ce \: \ g. \ \ �, \ \ r <. �< «' I'::.' , �: 1.u. 90' SIGHT DISTANCE - - - - - - f\ \ + CG -12 \ < ; , . _ .. 9fl' _'. _ - -- - -- -_ _ POND r \' " �'� \ < %''. /1.1. VDOT STD. / - - , \ \ - _ .. . . \ \ \ a� ',c �'' ' ` , ... ... ..:'��....' I ,.': - 1 _. \ BLOCK UNE its \ \ ;' , \ ♦ \ \ + \ ...... / . .. \ 2X18 DUMPSTER - _ ~ \ / \ �. i : , .... . .. LIMITS OF BLOCK 3 6, n \ \ \ \ \ it ° < .. AD \ HATH CONCRETE PAD \ / \ A' '- ` \ . \ ° • , x ' +.� �`. _ SEE SHEET S-3 , \ % , t \ ` \ \ \ \ <, 1 .... . .. - . .. - FOR DETAIL \ _. \ : f\ \ �`< 1 / c`1. '� 1 ... ..`' .�.'... q....... ...... .. ... 1. .. ........ .. ... _ f Ap . / \ \ �.4 . `` � , . �. PARKING LOT STRIPING TYP / / k \ \ \� \ �, , \ \ \ 3 < \,`, / ' TYP \ . . ♦ . , • ( _ - \ -1, I / / / / �, \ .. �'1.1. \� \ \ \ < >�Lp �0. %Q ,.: FOR PARKING SPACES is \ \ I / / \ \ \ �, \\ \ \1. 18 - . _ - - VDOT STD. - , 1 1 / / 1 1 . . . \ \ \ ` < < / c �' .... , % .. . , N N ♦1 / \ \., . \ A \ , �'` .. STOP :...1. CG -9 - _ DIV o I 11 \ \ \ % \ \ � -. 1.< PHA. , A � - I , \ < '<\ \ F c' / / / / ,' / \ \ \ ` \ \ \ .. \. \ \ \ z L< • < , ' /�D , ./ i 4 'TALL .. • ' ORA 4 - FE'll 1. t ' .,� - - - - \ i i I J f f � / / \ , \ , \ \ \ \ '` i s ;./ / _ / _ - x' R k' VDOT STD. � I I / / , .... \1. ----- l / / / ' \ \ \ \ \ \ l \ << \ .. 1.\ \ \ - r , ! :1. _ 1X CG -2 _- -- - ' - -- --- , % I f / 11 i / / / / 13' VDOT SIDEWALK AND\ ' . \ \ \ \ \ \ ',, � Y . Sj x.229 -_ G' - , , _ - �� f , / ! / / MAINTENANCE EASEMENT \ \.: \ \; \ \ \ < < . / / \ f \ \ \ \ \ \, / • ' " ' . VDOT STD. CG -11 \ / f r \ / , / \ \ \ , \ \ \ " ,. \ 4\�\ \ \ \ \ \ k' / �1 " "3�i.. ; . CONCRETE ENTRANCE _. - \ .... - - �$� \ / t11 \ , ... ;\ - _6 '� - -- _ VARIABLE wioTH \ , f I / / / \ \ \ \ \ \ \ .` \ \ CG -12 \ ' \ / __ 4 \ __ o,.. ACCESS EASEMENT - __ - - , L9 rl- / / 1 , , \ , <. , ,.... ° 1 , \ \ \ \ ./ • : -- -- -- _- -_ .. \ • s>. _ _ -6$F� f / / - -_ - M \ TYP STOP _ - / , / EXISTING R/IM \ \ \ <` . \ ( ) \ \ \ \ \ / . :. _. - - - - - �' E WA (TYP - *.. SID \ � i \ ' . I ... I I - 11 - - --- - - __ - - - I I I i ( \ Ii. z / I \ , \ , , \\t . -o .6. \ \ , . � M � __ - VARIABLE WIDTH - _ . \ �_ - y . _ \ ; �- OM1 / SKIT DISTANCE \ \ \ \. : \ .. x f /' EASEMENT \ - - 14� - ` ` - .��. d- / \ \ , , \ \ < \ \\`, i0 %'. \ ''..' / -- -.. _ .\. - - -RIGHT-OF-WAY (TYP� \ / f ; i \ M / 61� \ \, \ ', \ `, \ \ \ " 01t\ �� /- \ .\..\ �a • / , - , _. �� - _ - - - - -\_ - �' - f ' � \ \ \ I ( I ` \ _ ... \ , , . \.. .. ... \r - , \ \ \.' ': '.\ , , PHASE _ \ , \ I / \ \ \ \ \ •10 \� . ... ��..,. \1.... , :.. 8 VARIABLE WIDTH - \ -- - I / , \ \ \ L :.\ . \.' �.. �. / / - - - -- - SIGHT DISTANCE - - _ \ ; f \ ,� f f / ��z , \ \ \ \` \ \\."<,\ ,... 9.'` \ �..' / / -699 - - EASEMENT c f i\ \ \ \ \ _ NO - - - _ _ - - / - _-��~ --- f � \ \ ' ( \\ - w _ -_ - -- -- I.. \ - W / _ '� l \ \ \ \[ ,\ \\�. \ \ \ SIGN/ R/W / _. __ _ - - � - 6 \ ( \ \ \ \ �+ - -- \ ,• -. .... _.. -- 1. \ \ ` .. _ .. \ \ \ \ \ \CG -12 / SPEED LUT .- _ -- -- -- - \ _ i 1 / \ \ \ \ ` _ - __ ''� �y/y� - - - / r _ r/ \\ \ \ \ \ \ \"2' \ '\�` �p�+ \ ` 1 \ 1 SIGN / ' \ \ / \ , �� s \ \ \ Y-_- _' � \\\r\\.<<. .... \ _-��� - -- I. , , , , -- -- - � z / / / \ \ \ \ \ \ .\ / . . \<` '\ \ \ J I f/ ' / ' _. - _ .'..- - .�19.. \ �` �t,\ \ \ \ \ \ � - -0-1 \ % -- -' - 0-4 /�-1 > \ \ \ , f z / / f , -1. I . ►��\ SP�EyED LIMIT \ \ \ _ - En - __ __ - / ' / / \\ \ \\\\ < \�, , \ \ \ \ /1 fl / / / i �(� y .\ \ \'\ ..• G. \ SIGN \ \\ \ ` \ \, 40I -- - - -- - 4 -�1. \ \ _ w L9 / / / \ \ / / t / / ..... STREET \ � - / _ - _..- - - _ ._..._ - - _ / \ \ \. \.. \.' \ \ ,' �Y t SIGN ��cE \ t / \ / _ , _ 1. . �o / --- - .- -- . / ......... / - - / '-\ / \ .. \" - 700- ) z 9 ,. , .. \\ / t f / / i \/ / - A.- - .. . . /� / ) � M06K 2 - - - - -_ �_ 1� � - / / / I \ ��. A .. . I. . . . . \-< ,\ \ / / / / \ ..�.. /..-' ... / � / `b i i � / � w U \, / / / ,-1-11 /- \\ <\ :�, � ,lob s oP / ,' / /- / /' - � / / �� \ \"; ,\1. \;"'" \ / / I AGN ; , 1....':.'. '/ P� / / - / _: - / - _ - - - - - ­_ / I/ \ \ lli � �;' . . . . � . . . , . . -- / / / -_ I 1-1 . ... I z , Q I I � � - _Iq� -- - - - - " '_� - - ul J___"� / / x . 41 , N . . I . . . I I I \ " " \ - 7 0 +___ 'I- __� 11 � , , I �. ", 11 N, � __1 - .1. .. __ .' ____ �) _- - (A ' ' z _ - __ // /' / L\ \ \ < / / y - SOC, / / _ /� / / -- -- - - -- - - _ -. - _ O I .\ \ \ \ �, �_ -1711- ,,,, j F --R / ' / c - _ / wQ ' r \ \ - ,rod / . _ - �, - / / *� _. _. 11 f / \ \ \ \'\ \ \ - _ i / / \ \ \ ' \ \ I \ .. \ <`� - " _, < / -�QF�- j / _� _ -- - --- --- -- _ T rv,a z �g� / t \ `. / , \ \.. \ - / _ / CURVE TABLE - /LINE TABLE r�.11 � \ \ \ \4` . \\ `\�\• \\ 1�i ' 1 \' - / <, � r, = A' o�� �. / _ -- _ _ I\ TSO'\- -- _.- _. ' - -_ \ �■■■ I r CURVE LENGTH RADIUS C1J0RB$E MN& CMORU C1 104.83' .00' N74018'S5.58"E 104.34' C2 132.58' 524.50' N87.47q01.84"E 70.30' C3 140.3r 312.00' N76' .64'E •- 438. C4 I 2.33. I w I 180.1m -i- 1482'4530.96"E 217.33' C5 I 75.7P -1 1047.45' S43'28'00.58"E 75.73' C8 38' 300.00' S36.00'48.3T'E _ L w.2r--... LE BEARING LE TH 1 - 06.00' 0 Jr30 ►- 0 34.45"E 132.58' L4 I N5A•18'20.36"E I 171.75' L5 S41.23'42.45"E 110.88'/ °: ���'Aw 10 w M E • G'. Ill #A H�' • v ,y /y_� wl a - ;'w�Z�I'`'' a m'!*wp , I � �, r � Z :5CL W H F- O J J Q 0 CL M Y U O J m J 9 J f C c ! •4 AK II E f c 2 ii c Z < 0 L s c 5 i c Z z E c c c c t k c c s 0 / w 0) 0 a 3 CL c 0 3 u n L 0 OL W F_4) U 3 J..4 -0 V / O L_ a Va E 'c c z w w w z 0 z w V) z J 0 U 0 L_ 0 Q 0 L_ 706 NO. 0 02'006 0 0 SCALF ° 1 "=30' 0 1 toc 0 SHEET NO. a S-1 N m 0 f 0 ►- 0 h _ c ui 3 U L iA 0 ' 706 NO. 0 02'006 0 0 SCALF ° 1 "=30' 0 1 toc 0 SHEET NO. a S-1 N m LIST 1: GENERAL CONSTRUCTION NOTES 1. PRIOR 70 ANY CONSTRUCTION NTHIN ANY EXISTING PUBLIC RIGHT--Or-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCR£PANO'ES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL COWFOPM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURE'S SHALL BE PROVIDED IN ACCORDANCE NTH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARIN& GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND OSAIRBED AREAS ARE 70 BE FERTIUZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 21 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED ETCH MAY BE REWIRED NHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABUZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM NTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS 07HERWSE N07FA ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY NTH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BUSTERS A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREWN77ON OFFICE PRIOR TO COMMENCING THE WORK. 2. ALL FEDERAL, STA 7E, AND LOCAL R£GULA77ONS GOVERNING CONS7RUC77CN SAFETY SHALL BE ADHERED TO AND ANY WOLA77ON OF SUCH REGULA77ONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR ANO/OR DEVELOPER. 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLAS77NG SHALL BE DONE NTHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED *VRK OR ADJACENT TO ANY 0774ER STRUCTURES UNLESS PROPER PRECAU77ONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLAS77NG AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS. 5. BLASTING ON SATURDAYS: SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WIN SPECIAL WFITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. - 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXIS77NG U77LITY, IT SHALL ONLY BE DOVE WITH DIRECT 'ONSITE' SUPERVISION OF 774£ AUTHORITY. ANY DAMAGE AS A RESULT OF BLAS77MG OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CCN7RACTOR. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBNECT TO INSPEC77ON BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. 7H£ CONTRACTOR WILL BE RESPONSIBLE FOR N077FYING THE PROPER SERVICE" AUTHORITY OFF70ALS AT THE START OF THE WORK. 2. THE LOCA77ON OF EXIS77NG U71LI77ES ACROSS THE LINE OF THE PROPOSED 1WRK ARE NOT NECESSARILY SHOWN ON 7HE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT THE CONTRACTOR SHALL ON HIS OWN INI77A77VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONS7RUC770N SHALL COMPLY N7H THE CURRENT EDITION OF THE GENERAL WATER AND SEWER C0NS7RUC710N SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NA77ONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR N077FYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAW A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS AND WATER LINES ETC. 7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. 9. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER ROAD NOTES GRA 1. THE LA TEST EDI77ON OF 774£ ROAD & BRIDGE SPECIFICATIONS THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA17ON SQ£CIFTCATTONS SHALL GOVERN THE MATERIAL AND CONS7RUC77ON METHODS OF THIS PRO.ECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY W►D774 AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGEFAT70N SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND WGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF THE SUBGRADE. DRAINA 1PPIIP.E CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2 STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENG7H AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE NTH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATIONS UNLESS 07HERWSE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER NLL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED ME7HOO OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J TEST REPORTS ON SELECT MA IERfALS MUST BE SUBMITTED SHOVING 7HE MA 7ERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR III PRIOR TO PLACING AGGREGATE BAS£. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE" WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT 774E COMPLETION OF THE INSTALLA77ON OF 774E AGCR£GA TE BAS£. IN 7HE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 O 0.3 GAL/SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE NOH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 9. ENCROACHMENT' POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED W17HIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED 8Y PERMIT ISSUED BY VIRGINIA DEPARTMENT OF IRAN SPOR TA 71ON MAY BE LOCATED WITHIN THE S7REEIS RIGHT OF WAY. CURB AND SLOPE VARIES I BIT. PAVE. SURF. CRSE. AGGREGATE SUBBASE CRSE. GRADED & THOROUGHLY COMPACTED SUBGRADE SUBBASE DEPTH IS BASED ON AN ASSUMED DESIGN CBR VALUE OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL BE PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO PLACEMENT OF SUBBASE. TYPICAL ALLLTY Ori Fk?" C SIMON 8xt r CITE SLAB 7'TIWCK SLOPE TO DRAIN TO aurrat Soon W 0 2e 4a)I (Ern) CLASS AS CONCREM WrrH �w UW2.1~AND BROOM FINISH 21-A, r THICK DUMPSTER DETAIL' NOTE: PLEASE SEE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DUAL. 1 2 PAVEMENT LOCATION GI T--- -- SM -9.5A 21-A PARKING LOT 2' 6' DRIVE AISLE 2' 8' SUBBASE DEPTH IS BASED ON AN ASSUMED DESIGN CBR VALUE OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL BE PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO PLACEMENT OF SUBBASE. TYPICAL ALLLTY Ori Fk?" C SIMON 8xt r CITE SLAB 7'TIWCK SLOPE TO DRAIN TO aurrat Soon W 0 2e 4a)I (Ern) CLASS AS CONCREM WrrH �w UW2.1~AND BROOM FINISH 21-A, r THICK DUMPSTER DETAIL' NOTE: PLEASE SEE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DUAL. PAVEMENT DESIGN MAY BE REVISED WE TO SOL CYWDI77ONS A T TIME OF CONSTRUCTION. A PRIME COAT SHALL BE APPLIED BETWUN THE AGGREGATE &ASE AND ASPHALT COURSES N ACCORDANCE NTH V.D. a T. STANDARDS WXI I' CONCRETE SLAB r TIN]( SLOPE • TOWARDS PARKING LOT 800E W 0 28 M'. (Mr ) CLASS AS CONCRETE WITH SW W2.1.W2.1 WWF AND BROOM F04M Table 4: PaLpnert T PaNernsrt n Guide - R/lr u GI T--- -- I Pavement Desks 4' LbNO W y,�Ny v - CURB & GUTTER PANT OF F)NISHEO GRA CG -6 CURB & WTTER - 4 IE 1.0 o FA N - -- Street Deska Data Sheet Lootim 9 HCV 3'1 Vw.. ORO" SSV Dr I•.I• -- 1// T' SM AS f 4': f' 1�j• 1 "• 1' b a OOSf. O(d.10 iT 300 10 .. 5 5 11.24 sm9.5 2 2.25 I 21A 8 0.6 a' PLANIwC MarlbeckDrive 240 e" 340 5 5 10.67 sm9.5 7&� SSsP 4 8 PIAN7IIC 4' 1491 21A Mit. FL fL av-13 CTIA SNI SIIYL MQow.. Public 20 Naliaw4 10% 10 20 225 128 S OAST. arOlM Marlbeck Drive Public 20 120 101/6 16'- �6. 5" 225 128 Table 1- VDOT Sub. Str. (IRAIEL LA4E) (MAIEL LAI!) (PARING LAME) u' TYPICAL ST"ET S'JiL^7ION NT)TH PARRL"W ONJP SIDS' (55' R/*r) CLJRAMjw L/Hl NOT 7V SC.MLJ' R� GI 4' cavc)ww 9DENALW CG -6 CURB & GUTTER PONT q` FINISHED CR CG -6 CURB & GUTTER 4' CONCREW R� �, oar. GAMM 1-0'r suras SIDEWALK s' ILO' I j• r'•1' OAST 6R01wD St 6' PLANING4' �• • ~ a' IVOT 21A SiiM '• � \-r MMMM PLANIM slew SAX SM -25 ?r A SI RE 4' 1007 21A snwe SAW Dar. GAO" 0 3 5" 6' 13' 16' 6' S' .S EAST. 4rPGEwO (MAWL LANE) (IRAN LANE) (PARING LANE) ss• TYPICAL ST", If l' SAXON IIITII PAR"jW ONA' SIDS' (55' RI K) JfARLBJCd ,aVVff MDT 7V .SCALE PAVEMENT DESIGN MAY BE REVISED WE TO SOL CYWDI77ONS A T TIME OF CONSTRUCTION. A PRIME COAT SHALL BE APPLIED BETWUN THE AGGREGATE &ASE AND ASPHALT COURSES N ACCORDANCE NTH V.D. a T. STANDARDS WXI I' CONCRETE SLAB r TIN]( SLOPE • TOWARDS PARKING LOT 800E W 0 28 M'. (Mr ) CLASS AS CONCRETE WITH SW W2.1.W2.1 WWF AND BROOM F04M Table 4: PaLpnert T PaNernsrt n Guide - ----- u - T--- -- ---�-r- Pavement Desks - -- ---- - RF= 1.0 o KO 6 N - -- Street Deska Data Sheet Lootim ADT HCV Deslp CBR SSV Dr Surface Y A Base b a Subbase b a Dp Claremont Lane 300 10 400 5 5 11.24 sm9.5 2 2.25 BM -25 3 2.25 21A 8 0.6 16.05 MarlbeckDrive 240 10 340 5 5 10.67 sm9.5 2 2.25 BM -25 3 2.25 21A 8 0.6 16.05 GENERAL CONSTRUCTION N07ES FOR STREETS 1. CONS7RUC770N INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2 UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR W17HIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WA IERCOURSE. 4. GUARDRAIL LOCA 77ONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIA 7E END TREATMENTS NLL BE FIELD VERIFIED AT THE 71ME OF CONSTRUCTION. AD017IONAL GUARDRAIL MAYBE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL REVDEN71AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT STANDARD PE -1. 7. COMPLIANCE NTH THE MINIMUM PAVEMENT W/D77-1, SHOULDER WIDTH AND DITCH SECTIONS AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBNECT TO FINAL SUBDIVISION PLAT VALIDA770N. SHOULD THE FINAL PLAT FOR THIS PRO.,ECT EXPIRE PRIOR TU SIGNING AND RECORDA77ON, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CON7ROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR 07HER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. 774E SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANSI77ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 13. A VIDEO CAMERA INSPECTION IS REWIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WIN W07 -S VIDEO CAMERA INSPEC77ON PROCEDURE AND NTH A VDOT OR COUNTY INSPECTOR PRESENT. C. (3000 PS AT 28 DAY, O. WNW 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE TRIP GENERA TION 1 N - 200' Lia 740. 035791 �� 6•�g obi Z 0 o H � !Y H W w 0 CEJ ul z ■ n Ln 0 Wu 6 W N V) 4Z J W V / 0 J 0 M Y U 0 W H 0 0 I 1 0 n a Flo 1�11. u �i w o KO 6 N - -- Street Deska Data Sheet Public or Desip Speed Mia. CL hux. Mia IF Mia K Mia Mia. b t.Mia Mas Mia Sources for SgWdarb Private no radio ft. Grade elest an St"FiNg St it travow* ROW sbowWr Maiteaaoce Sigk Dirt. Ft. y width widtb width Mit. FL fL Claremont Law Public 20 120 10% 10 20 225 225 128 Table 1- VDOT Sufi. Str. Marlbeck Drive Public 20 120 101/6 10 20 225 225 128 Table 1- VDOT Sub. Str. Lia 740. 035791 �� 6•�g obi Z 0 o H � !Y H W w 0 CEJ ul z ■ n Ln 0 Wu 6 W N V) 4Z J W V / 0 J 0 M Y U 0 W H 0 0 I 1 0 n a Flo 1�11. 02006 AS NOTED SHEET NO. S-3 e�za�06 u �i w o KO 6 N 'u n° 02006 AS NOTED SHEET NO. S-3 e�za�06 FRAME A COVER (SEE FIC. S-I-O.E) SLOPED AREA "WEMrLOK' TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE — PRECAST REOIFORCED CONCRETE SECTIONS '0" RING SEALS — MWMMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET. — DEPTH OF FLAW I � TI CHANNEL TO BE3% DIA ETER OFL CONTTIBLIIWG SEINER. A FTED INVERT A SM00 ILE TRANSITION OF FLOW BETWEEN e h OUTLET PIPE SHALL BE STREET SURFACE OR NON -PAVED AREA V-0' MAX L'u VARIES �— MBI. 6' BEDDING NOTE : W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINN" AND SHALL BE SPECIFICALLY DETERMWED BY THE CONSULTANT FOR THE SOIL CONDIT 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, UFT HOLES, INLETS, OUTLETS TO BE SEALED A GROUTED WSIDE AM OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN r NTS FIG. S -I -A IN ANCHOR BERT CN CENTER IRE Or am FOR 80" BO• THROUGH Ir USE 2 SHINS ON IV" ADAOIIIT 71) BELLS - FOR 1C SEND AE 3 SIRAPS AS SHOW ELEVATION PIER ALL EWOKD STEEL IOM 2 COATS OF BRAAIOYO PAINT r AAICNN sORI TRAINB'BSB MOs. poegUL& EIG BALL NOT K LAIGATER VRHBN THE MOUNT OF WAY. a 3EE MART i /I INAERIMN M SEPONTLH OF VATER E SEVER LIES. I/TLITQ Cogam A WATER Q TITER EASEMENT BOLI BE AT 7► TO THE RIGHT O WAY. UTNJTY LOCATIONS & EASEMENT WDTHS NTB F4 V -I I mu IOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL B. INITIAL BApffLL B" BEDOING X66 STOW • STABLE SOL ROCK ' SCRAPE THE BOTTOM Or THE TRENCH. NEMOW ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOL OR PROVIDE A r BEDDING OF FOB STONE. FOUNDATION IN PADOR SOIL UNDER -CUT CONDITION NTlK BACKFILL FINE 088 STONE NOTE I.NO ROCKS SHALL BE ALLOWED WITHIN 24' OF THE WATER LINES. 2, NO ROCKS LARGER THAN 6' IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE URAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6' LIFTS. 4-140 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL. BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING — NTS Boost MotaLi. ammorDE H w"m WI AM .N4BIRIIAIM:RIIIRL.WIF . IyM` 1RIL/41< OWL aw A wow ,UA �, fj R'AItArAm"BE114:aft A TMIMwom MKCA4I Ce1C W "N110LE aA4S S 1 BE FABRICATED W ACCge.WLE "TR PART V. $CTI011 o V TCY !Ea"CATRNIS L OI. B NOTE HYDRANT MIST BE V RSSVER EASING SANTMY a rnlarR aLocxs sE"x wrt DOGHOUSE OPOW BL ; • �: M W. tz' tl ARAICE I BEt'A¢N ElaSTING PPE M R A"'= 4R 1 I m.TIDi OF 0111111tMFLITET GC/LS. •' •T'*�' TELETHON', CABLE. ETc3 SAP art M nT PPE EASO ENT Vvrw WATER OR EE'Vf1 ONLY - N! NOSTRUMWATER E KVU -- )r NON" a 3EE MART i /I INAERIMN M SEPONTLH OF VATER E SEVER LIES. I/TLITQ Cogam A WATER Q TITER EASEMENT BOLI BE AT 7► TO THE RIGHT O WAY. UTNJTY LOCATIONS & EASEMENT WDTHS NTB F4 V -I I mu IOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL B. INITIAL BApffLL B" BEDOING X66 STOW • STABLE SOL ROCK ' SCRAPE THE BOTTOM Or THE TRENCH. NEMOW ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOL OR PROVIDE A r BEDDING OF FOB STONE. FOUNDATION IN PADOR SOIL UNDER -CUT CONDITION NTlK BACKFILL FINE 088 STONE NOTE I.NO ROCKS SHALL BE ALLOWED WITHIN 24' OF THE WATER LINES. 2, NO ROCKS LARGER THAN 6' IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE URAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6' LIFTS. 4-140 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL. BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING — NTS Boost MotaLi. ammorDE H w"m WI AM .N4BIRIIAIM:RIIIRL.WIF . IyM` 1RIL/41< OWL aw A wow ,UA �, fj R'AItArAm"BE114:aft A TMIMwom MKCA4I Ce1C W "N110LE aA4S S 1 BE FABRICATED W ACCge.WLE "TR PART V. $CTI011 o V TCY !Ea"CATRNIS L OI. B NOTE HYDRANT MIST BE $ET DOGIWSE LASE EASING SANTMY a rnlarR aLocxs sE"x wrt DOGHOUSE OPOW BL ; • �: M W. tz' tl ARAICE E PREFOL54D BY BEt'A¢N ElaSTING PPE M R A"'= 4R 1 ,Wp 4TpE BE0.Mf SAP art M nT PPE aT9Q q.W ATFA Z a xus S. o 12' T w T E Mo. 0 SHONE BEODRIO a'm'.1a' me4•m•a w Ce1CRER 0.0CKs Q15 oo DOGHOUSE MANHOLE BASE aWuL1 (2707 IAAJ E Alum BLUE $BNL FLL DIXMWSE COHNIG MOUND EaGTIMG PIPE SE Ce1aT TED ASSHOIMI aTM 3.000 Ps C awm OII flWRE 11-A aR NO,-sNR1""c mWT � lO ftOM'A "w. "BAP "ST PIPE "TN BASE NEOPRENE OA.9QT MARTIN L BEFORE i1LLRNG TRE OFEIIIIIG a s1RUCTfE IEOPRDE SECURED BY 2 ROM COINOSITE SWAPS, 1 OR EAa sDE a oPENNc EE, tr MIN. rwsr-" PLACE hhui 1000 PR BASE FOUNDATION SECTION VIEW p Z NOTES: 0 Lm L CONSTRUCT A FORMED INVERT FROM NEW SEWER UNE TO ALLOW 5 FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE HAS ACCORDANCE WITH THESEMSPECIFICATIIONS. FULLY TESTED IN W TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG S -1-A1 TD -22 NDTEs Al =jam I I �� I aInRK "p -------1-.•awr"waAar "at "rat. NOTES TT .... w yNlrall. " eb N F fNl I r1.M. i @ieNl{ la i el. N I t.l w Ia."L r/ I c �� •lR;��r��IP. iAI7i4 BMP570A' aaltAZl�'pailR.tia"..ILI �ra�T,..0 eliTi�'a I� I T� i • �r F�iAia�Eiiww PfA" w MonENFRIFw A.J. J .. V"1t �IWMiTbI11111R. `w.'i`r'wr�` r`aNiom PLAN v``S�1LIST�IaddiPeedaww :. ::. PA 9 1.C"". " ENTRANCE NINES ::..•_ P ,a••t AYeYY AYN • Mt � A aPOAI rwK YMrf ABO" -' A ■ DRRR•aT .t o"O aM • A""BR vn[. dicliE t SECTION A -A ALLOWABLE ENTRANCE wME CHANGES "rIN ar."a TO,.I �•' .� ITIIMr►iiWRl°TRA,a. .. IPP Alf Ni "P BECTON C•C 1ETIEOB OF TTEATlIIT- CDMEDTTDN FOR ST11QT M1alLCf11m STgOARD a" CRS .. CO~TM S" CURB k GUTTER Na O s r CLAN ! w� wAww P arwrn", �' TOP MMA p .= 1.aMq"pR. ' OC9TEpH MA STANDARD MAN44'N.E FRAME AND COVER ENE •IwA bwRNa"? B L OI. B NOTE HYDRANT MIST BE $ W 11 KENNEDY GUARDIAN (K -IIA) EQUIPPED WITH CIARLOT rES- o r' M UDIER CENTURION (A-423) VIIE THREADS LOCK STANDARD. IS GENERAL NOTES; `� QOR APPROAED EGUK Z a o LENGTH OF BRANCH VARIES E TIN KW94U Vr OLEL IN NRO10 w MMM WOOL n w L' MANN 7 TO 10' Q15 J (2707 e - O O o; 1_4 Z Am b za CU. 17.S KYE L K F .tlr r 0 M GRAVEL PP�I♦��E•erP,�_r eY ea • ��I1��,,�� ��R��rl�� ,, 31111,11114: VALVE L 1OA�HAMlR NTELTALi L4 ' �AII PLIAL MEPP •04P TaR�x " X a' TTEE .ice EORIEIe OB" AaYe 2550 P.s.L aNGNtE T. FI rO.M I� R� ! a� 11e MFERb TYPE B PARALLEL ..,.. RASE AND THRUST i- • ,: BLOC( AGAINST laBTBm STAGE sol. STEEL PIE wow 3/C THREADED RODS TOA MHFM TIE BOLL 5 ORTNNBLD OR MIEN EN THEE R MIEN IN ALL INSTALLATIONS W-101 - R LOCATED ARL ANCHCt ROLLS SHALL BE GALVAMZm ' TI THE VALVE TO THE HYDRANT TOTH 2-3/4• �S N ADDITION CONCAM IF NECESSARY. A T OR ASPHALT COATED L v ~ s BR 1E r1�N SHALL BE USED AS ADDITIONAL SIPPOR At XX , SON • w r Ply W�NOTE TYKc►ENGNCILMt : ►AMRALLEL 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A Y HAL COWL FROM THE MAN TO THE FIRE HYDRANT Nl IR PATI W ( INCLUDING CRIES ) i FINISHED GRADE SHALL SLOPE AYAY FROM THE FRE HYDRANT AND VALVE BOL\//�{t4j1F\() O 0 01...30., 4. TIS GATE VALVE IS ALLOYED W S/IOGDER OIH BDWD TE g1CH. e O O o O O O O INSTIL ITIS NOT ANTSS _ 5, A o0 s0 000 o LTE S i1¢ HYDRANTS SHALL BE INSTALLED AT LOCATIONS YAIEIIE WEEP 0 0 0 0000000 HOES ARE ABOVE TE PREVAILING GIOUDWATF31 ELEVATION. P REGRIND TO BE IN YET MEAS, THE PEEP HOFS SHALL BE T eoeeoeePLUGGED AND TE HYDRANT SHALL BE PUMPED DRY.B]' oeooae00000000 v TYPICAL FIRE HYDRANT ASSEMBLY DETAIL T Tfi D0W oEtteTA F wIRnIG N.TS `� CG -12 DETECTABLE WARNING SURFACE • Eff AugM 1N 2005 GENERAL NOTES M-17 aT� Y"Rala awwRB" . "Y..EaRA..R NDTEs Al =jam I I �� I aInRK "p -------1-.•awr"waAar "at "rat. NOTES TT .... w yNlrall. " eb N F fNl I r1.M. i @ieNl{ la i el. N I t.l w Ia."L r/ I c �� •lR;��r��IP. iAI7i4 BMP570A' aaltAZl�'pailR.tia"..ILI �ra�T,..0 eliTi�'a I� I T� i • �r F�iAia�Eiiww PfA" w MonENFRIFw A.J. J .. V"1t �IWMiTbI11111R. `w.'i`r'wr�` r`aNiom PLAN v``S�1LIST�IaddiPeedaww :. ::. PA 9 1.C"". " ENTRANCE NINES ::..•_ P ,a••t AYeYY AYN • Mt � A aPOAI rwK YMrf ABO" -' A ■ DRRR•aT .t o"O aM • A""BR vn[. dicliE t SECTION A -A ALLOWABLE ENTRANCE wME CHANGES "rIN ar."a TO,.I �•' .� ITIIMr►iiWRl°TRA,a. .. IPP Alf Ni "P BECTON C•C 1ETIEOB OF TTEATlIIT- CDMEDTTDN FOR ST11QT M1alLCf11m STgOARD a" CRS .. CO~TM S" CURB k GUTTER Na O s r CLAN ! w� wAww P arwrn", �' TOP MMA p .= 1.aMq"pR. ' OC9TEpH MA STANDARD MAN44'N.E FRAME AND COVER ENE •IwA bwRNa"? B EEES! Jk y`1p� p YSS......000 B 10y1 FA C FVENME Lim 0. `035791 f c n MOSINEE z M W �I..L L (V N r_ EEES! Jk y`1p� p YSS......000 B 10y1 FA C FVENME Lim 0. `035791 f c n MOSINEE z M W �I..L a (V N LL! $ W 11 o r' c w `� Z a o a� O J n w J Q15 J e - O O o; 1_4 Z O za Q � gD 0 U LLJ a Y a I o c ''nn w U NT to � O e W z z U MOMENT Q^ N W vl Z J a w ° J � o J $ n O'B 00 O JOB NO. y 02006 0 V NO SG4LE fl 0 SHMI NO. I 11 a JOB NO. y 02006 0 V NO SG4LE fl 0 SHMI NO. I 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 CLAREMONT LANE 1rc. Ao. 035791 a G •r8•oay,(, rA _/ PVI STA:14+00 t< PVI STA: 16+69.82 Z 1"=50' ° PVI ELEV:685. 9 PVI ELEV: 683.19 PVI ST 91A +^0 DO > A.D.: 1.00% Z_ A.D.: 4.67[ PVI 693.456 F K: 50.00 K: 37.51 .D..:- A.D.:-1.67 Y W LENSTA:GT :50. VC LENGTH: 50. a VC LENGTH:175.DO, K: 29.98 LP LP STA: 16+75 VC LENGTH: 50. LP ELEV:685. 4 LP E19 LEV:683.87 HP STA. 19+75,DO �� HP ELEV:693. 6 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 CLAREMONT LANE 1rc. Ao. 035791 a G •r8•oay,(, rA _/ O t< L� i Z 1"=50' ° r O 0J stt�r ta. Y U) 0 Z_ a Y W N a ce '", n S C '9 M I 11, zM a, yN ° Z � PVA STA:11+20.37 4 Y } PVI ELEV: 660.17 PVI ST 2A 541 +� 0 A.D.: 3.22X PVI ELEV: 683.876 o F o K: 31.08 A.D.: -2.86X% N ON VC LENGTH: 100.00'K:34.97 < LP STA: 11+32.58VC N W o H LP ELEV:680.55 LENGTH: 7.3 a HP STA:14+1 a � HP ELEV:683.53.53 p 'J H r rm O M Mt r O N O Y n m n n m n "aa 'ROPOSED GRADE o o+ + rf n w a+ I:i .. 685 " i 0 � ySSy In > W $ > > > W J 5 ,nJ _ < O 0 ; 680 0 c 42" RCP 211.36 LF AT STATION 15+15 O 0.50% a" 8 675 w V Nn O E w'n Itiui a rr J o 670 Z E)OSTING 7Q HORIZONTAL SCALE H W z �> 50 O 50 100 FEET yi i Y M Y >? z J 0 �» SCALE: 1"=50' O z >zz 665 z 6x11 g NOTE: ADD VDOT STD. BARRICADE VERTICAL SCALE Gw1.l ; NOTES: 1. ALL FILL MUST MEET 90% COMPACTION. 2. VDOT STANDARD IS -1 REQUIRED ON ALL INLETS WTTH THE EXCEPTION OF STR. 31 & STR. 33 16+00 10+50 11+00 11+50 12+00 12+00 1J+W IJ+w IYrw Irrw I.7rW 1.a ivrw ivrw .11. I.T. .1. Ivrw Iarw larw cvrw tura. tltw clra! LCrw u?aJuti� STR. A16 0+00 0+50 1+00 1+50 2+00 2+50 2+75 10+00 10+5010+75 PIPE EXTEN I STR. 6A - STR. 6 10+00— 10+50 11+0011+25 STR. 10 STR. 35 LF t; O F x v 1 ]OB NO. I V t` , 0 M _ MMM DP -1 o t M■ W ZaN ; JAN a 0 E 11 MEN W4 VA MA 17644 (/i — O UJ� ■II//: LL 11 �.V/.% J a V EF. O a Z �' x a L M W X ,// ON ?a U L W E )A� ...... ■I'61660E■ ISI MAN w Zrm z J �1 L�Yli, fI x J � O o w ®NOON 1zz s O$O uj J 77MOOJS 00 N ■■■■■■■■■■■■■■■■■■ME■M■M■■■■■■■■■■■■■■■■■■ IMEMM MEBEEMEMEM 71 f' • E■ NNE MENEM ■ .■■ MENNENN■ NONE ■■■■■■■■■■■■■■■■■■■■■■■■ NO MEMO, --IM■ • • f , _ �:_ „ M■■NEE■■■■■■■■■EMMEMM■■■MEN ■■M■■■N■■■■■ �■N■%� ;�■N MEMOMMEMEM MEE MEN ;11100 ■ ■■■ O� :Oijm�,111111100mkvvv il Vimmm\ MEMO== �■ ' MM MEMEM■■ r r' //II■■■ NNE■■N■ M�� MM MEMEMEM ■ ■E■ Emilio �MMEM■11111MMENEM M _. •-' ME NM-- r _' MM■EME■ _ T NFE.N FNM .:� ■■���iiiMWAVAmill NOEM _.LRA ' r .ISI •'�I / ' ��'• NEMM■E , - 1' 1, ]I ,�' II/II//I , ////%I' �/ • • • %'.W,/-_''- I '� I bill/ , ✓ .a ` -.-, I /I. i/%L%■I iuMEN . N ■�I■ IAV ;,1 ��iV ►./■%t�..i�: � / -;I ., .1!//•. .__...�,'.,�. _ -.. I I _. P1 F01 , . PAI - ■ Emmons ONE HI�� NNNON■ MEN NN AP NOON■■ : ONE ■M --: - %%%%■%' ■ ■■M ■11 . M` , ;/%�' ■ MEN EMN N■EENNM ■■��iEEEMEMM■M■EMMEMEEEMENNENEMENNENE■ ■N■■ EEE NONE MEN 0 MEM■MEMEMMENEEMEMMEMEMEMMEMMMEMM Boom NMEN EEMEMO N■■iMEMEMMEME■■ME■EM■ME■NEEM■MMEME■■EME■ "ME E� ■E MENEEMENEENEENEEMEN i 16+00 10+50 11+00 11+50 12+00 12+00 1J+W IJ+w IYrw Irrw I.7rW 1.a ivrw ivrw .11. I.T. .1. Ivrw Iarw larw cvrw tura. tltw clra! LCrw u?aJuti� STR. A16 0+00 0+50 1+00 1+50 2+00 2+50 2+75 10+00 10+5010+75 PIPE EXTEN I STR. 6A - STR. 6 10+00— 10+50 11+0011+25 STR. 10 STR. 35 LF 10+00 10+50 11+00 11+5011+75 STR. 29 - STR. 10 10+00 10+5010+75 STR. 27 - STR. 12 t; O F x v 1 ]OB NO. I V t` , 0 M _ MMM DP -1 o t M■ W ZaN ; JAN a 0 E 11 MEN W4 VA MA 17644 (/i — O UJ� ■II//: LL 11 �.V/.% J a V EF. O a Z �' x a L M W X ,// ON ?a U L W E )A� ...... ■I'61660E■ ISI MAN w Zrm z J �1 L�Yli, fI x J � O o w ®NOON 1zz s O$O uj J 77MOOJS 00 N IMEMM MEBEEMEMEM 71 f' • E■ MENEM 10+00 10+50 11+00 11+5011+75 STR. 29 - STR. 10 10+00 10+5010+75 STR. 27 - STR. 12 10+00 10+50 11+0011+25 STR. 29 - STR. 37 HORIZONTAL SCALE 50 0 50 100 FEET SCALE: 1"-50' VERTICAL SCALE 5 O 5 10 FEET SCALE: 1 5' E r ENSZ . 'I� c ;COTT �• Lic. o. 035791,'a vc n t; O F x v 1 ]OB NO. I V t` , 0 N O� m DP -1 o t M W ZaN ; JAN a 0 Z (/i — O UJ� LL J a V EF. O a Z �' x a L M W X ,// ON ?a U L W E )A� ■ O9 ISI w Zrm z J �1 L�Yli, fI x J � O o w ®NOON s O$O 10+00 10+50 11+0011+25 STR. 29 - STR. 37 HORIZONTAL SCALE 50 0 50 100 FEET SCALE: 1"-50' VERTICAL SCALE 5 O 5 10 FEET SCALE: 1 5' E r ENSZ . 'I� c ;COTT �• Lic. o. 035791,'a vc n v 1 iw io t; O F x v 1 ]OB NO. I V t` , 0 N O� m DP -1 o 1 M W ZaN ; a 0 Z (/i v 1 iw io t; O F x v ]OB NO. I , 0 N O� DP -1 o N N W W ; a 0 Z (/i — O UJ� LL J a V EF. O a Z �' x a L M W X ?a U L W E )A� ■ O9 0 w Zrm z J x J � O o w s O$O uj J 00 o v 1 iw io too t; O F x v ]OB NO. 01006 SCALE 1a=50' SHEET NO. DP -1 too Table 6: Surro I,tI1t Table I- rasrE ameIN >tnMo AID aarEr aPIIeAo AID OFG f C .0.0 a MbnlmMky Y 4 ema,or t.r 0.6 wlr v Ona DRAINAGE DESCRIPTIONS issInew C6dcMle, n, is Q013 STR. PPE 16'ORW7TION 6.ET W�T� O SCOTT co S% ' 1 1Yit 6„6 Y9r �� NIST Q.. ' U Lic. o. 035791 .Z0. °c Q ; N OUT TYPE STATION lEMM ELEVATION i Q A16 OF1C 006 6 64.03 WOfB/D.6f.61-1 REOD qy� C 16 30 14.20 0.60% 67415 MA6 RCP3 i6 MOO C6! A aso-W 1eol.fD. a..a4, wE0o `•J'IONAL , 01 �j 17 7 27.7+ 0.60% 618.7 67521 RCP3 f 1 E M OI-� 06! 4 60..66 WOf 6T0. 16-1�ffi-+REOD s Table S: 53.46 Design rd. _� < 15 7 ,76.34 0.4% 306.1+ Wm RCP3 �- - d u DMofu 6 536.67 ,a,lxar6.IF1 1 1 t3 275 O O r . 0.i ; d r e 13 1 36 11592 0.60% 677.14 616.66 RCP3 12 1 D= C34 6 BBSN WOTSro.a-1--_r_-- n=0.026227 CNP n=0.013tr n=0.01 Pr TOPE i) .6 0.% o.M GAPS Om 0.00 052 0=0 04300 2A 0.0130 a.,06D 5m AAs Net I 0.71 0.06 0.140 0b6 0.00 am olow OA206 20 50130 4.16b 627 Om 11 p 127.19 0.50% 606.40 676.87 RCP3 740 $MAIO 2C eD cnflNwr lbw U nr 10 0175 066 8 601.4 WOT M.16-, pp M O.IN 0.N 0.07 0.14 0.00 571 Om,O OAM 20 0.0130 4.t S4 447 6m 9 42 7253 0.50% 676.71 676.36 RCP3 E 0.12 Om 0.106 O.p Om 0.p Om10 0.0700 3.0 OA130 1.+000 Im 0.n a MOB C04 6 58231 WOr67D.1&t ■f y ,e Q 6IR 12 2C 1A ow.Ww09=1 O.0. 0.140 7 p 211.35 0.60% 076.26 $74.19 RCM E a € f Yil 0.11 Om OAM 0.40 0.06 0.0 0.4010 0.02033 2.00.0tl0 4.1600 1m 0.73 6 017C 060 0 610.1/ 300767D. bt � � � � � � X +� {y3. 0.f1 Om 0.120 0.N Om 0.N 0.8010 OA24 2D 0.0400 5.1506 711 Om 5 42 51.96 0.00% 674.00 673.67 RCP3 �' a i SM10 20 BA w1Wlr flow o,9 0m4 4 NIPS - 0 351.55 WOr9TD. 61 O l c w c i n 88 ZZ .n F® O.b OAIt 032 Om 632 OA010 OA200 2A GAIN 4.,600 0.h 0.76 3 N 104.7 0.60% 6n.57 67306 �3 {X.27112 A79Q4 p J 1 1� OM Om OA7 o.,1 0.00 6.15 0.6010 0.0100 2A OA.06 1.1600 1.% Om 2 1.40 - 0 670.96 ,OWSMAS-1 A76 18 11.30 0.75 8.476 $A75 10m Sm Nm %9.16 9M.N 1402 0.013 0.4080 36 7.60 0.31 STR6 2C u mn.lu9 now 0.5 0.167 1 42 ,en41 0.50% 672.95 On -2D RCP3 1s 76 0.03 0.75 0.023 0.406 1091 531 0.12 STOW 6766+ 27.7 0.013 0.0050 38 7.61 0.37 v/ YII OD7 076 0.063 071 0.00 021 0.0010 0.0200 20 0.0130 1.1900 576 0,14 M 14 044 0.75 0.030 6me 1037 530 0.16 670.11 87734 1755 0.013 0.0050 36 7m 0.75 Zjjj ala 0.70 0.IN O.p 0.00 OA3 00010 04703 2.0 0403 4.M90 7.p o.n SIRM 1C 6A n.43.. 7011ow 0-0 0.161 14 12 0.10 0.78 0.076 0,106 10.73 5.23 041 677." MIN 110.9 OA13 0.0000 30 7m 1.01 N C M 1270 Coe 6 060.32 wUT Sm. O Q� ds 29 2516 0.00% 07134 674.19 RCP3 12 Io 0.13 0.03 6.744 10.7% 11.01 5.16 0.70 070.46 675,91 1272 0473 0.0060 N 8.16 177 fA 127 t L a oil ai 6.127 o.70 0.4 o.76 09010 0.0660 2A 0.0679 4.1600 976 OA1 10 a 025 Om 0.27 11406 ,177 5.13 1.13 676.71 Mm 72b 0413 0.0060 42 am 1.42 N C z w M29 2B eA c000111a now OA 0706 Iii L a 6 0.03 0.75 0.023 11.165 11.12 6.10 0.1, SMm 374.19 311.1 OA13 0.0060 42 em 106 6C 6 90. 0478 034 1 606'00 6 4 011 0.75 0.158 ,2m3 1106 6.03 0.79 674AD 6n A7 S59 0.013 0.0060 p 0.37 2.01 F r 0.17 0.06 0.163 OA1 0.00 031 0.00,0 OD300 2A OA13D 1.7000 W O,11 32 M 28.22 0.00% MAP 677.06 NLY3 SIR 36 >e O9 OWN" Oa 0.106 „ 1]1.70 C34 a 061.06 4 2 0.06 0.00 0.000 12.533 12.01 &00 0.00 073.57 9Mm 1NA 0.013 0.0060 42 am 273 00 r AAPS om 657 6.15 om a" 55670 04300 zD O.A13o 5.1340 .,17 om 7 ,6 75n o.eox %595 67an lots z our Am Goo 0.690 1z.w ,22z Im 0.40 %296 e7z7 165. o.a3 omen 12 539 2bz W MM 20 0178 OG45 a 94.06 WOMT6.0-1 57+n.c M-0 SIR27 >0 sA nn.Nf1011aw 0.1 26 is ,30.63 0b0% %547 975.61 RfP3 6A 6 1m 0.76 5963 0.906 640 636 6." %1.31 %119 282 0.013 0.0060 24 1.71 0.70 L IIR 0.90 0.30 OZM 1.06 0.06 tm 0.0010 0-0206 SA 0.0060 11600 10.67 Om 0.71 0.30 021] 0m 0.06 Om GAO% 04200 20 50131 11600 947 9.51 R1f1n: 38-10 f 91227 2C 120 1A M 33 31 0.15 6.76 1113 0.113 0.00 635 0.71 677.19 677m 067 OAt3 0.0060 15 291 0.16 < _ 36 4470 CGS 8 613.31 ,0027 STD. 13-1 0 d Q007 tIlnlO OSub h. lzrdll6n 31 7 030 0.06 0103 03+7 6.PS SA 7.70 31556 6Mb7 73.7 0.01] QO060 16 S.p 0 b4 YiIU n . w =1606. Cb dt w IM kir Srr M ,6 76.74 0.80% 676.06 6/64+ 7CPJ l -0727 Ye1Y 16 r�tInWON bmft,67. aaaM6 Block sworn POP Nra 147111.1 barllAaWe IN 10 F. 0.'40 0.175 OOM am 5A, 0.06 376.17 MAI 130.6 0413 O.o060 to 3m 1.09 i ipa1 3610 Tads 0: S Wet T1eds 37 DNB CG4 a 04.00 4DOr870. 6-1 36 10 0.17 Om 0.146 0.140 590 5.51 OA4 606.19 67sA, 75.7 OAti 0.0000 1s 2m 0.44 7 16 74.11 O.ao% 9M.N 979.67 RCP3 777.Mn-29 aa.ElE IN allrP, m10N ll 6 AID IN.Ei aPllAD AID 37 m 041 Om 5032 0.632 6.00 S.% Om SMm 9Mb7 711 0413 0.0060 ,5MEMEL 1.40 Ob7 I�I O O O ado Y4 Whr ErBp3.6 7270.5 k11hr Yr and 27 D17C 064 12 113.71 WOf 81D.1&1 224{1.'.27-12 0 COdcM1R n Y 0.013 71R 26 23 20.27 (LOU 670.60 6M.65 71CP8 227 12 2.73 0.75 2440 2AN 740 6.% 1242 671,10 MM 403 0.013 0.0060 " SAt 0.00 � � i c Iir arld Well, Z g g X a �3f .n 0.% 0.71 0.006 036 0.60 036 0.0010 0.0300 20 GAPING 4.7600 em 0.70 �J '" 0.70 0.'M 0.740 091 Om 041 Om10 0.0300 20 OA►7 4.7906 942 Bm � 0 SMA16 2C BA mw1N14a how 73 ^G M f Yh OAOm 0.036 Om OAD 633 OA%0 O.ONO 20 OAe30 11300 Sm Om M 0.f3 Om 0.106 QM 0.00 0.70 OA010 64700 2A 04130 4.1300 8.99 OA1 � / SIR 12 2C 8.0 cof hodfbr 04 0134 N 0 Yt 0.11 Om 33.006 Ob1 6m 044 OD010 0.%00 2A 0.Wb 4.1300 6.A GAO �� 0.11 Om 0.17 O.M Om 0.06 0.0010 OA700 ZD 6AMM 1.1640 837 0m m SM, 10 eA 041{0'{27 flow 1,4 0.340 M o 1271 Om 510 0.401 6.63 Om Obi oA%A 6.9760 2A 6.0060 ..,110 g AAPS om oA7 om oDo om 04010 om9A 20 OA67 11800 0.r 513 f T 9786 2C 0.o 04111Nw6 fb OA Om/ c N ° Irl 0.07 O.M OA13 0.36 0. D 036 010010 09206 2A OINKING.4.7600 am 0.76 0.N O.IS 0.106 Om 0.00 Om Om10 0.0200 2D 0.040 4.1000 0.w OAt W UMOA Ic 6.0 c6weN140 few 1A am N r 021 0.06 517 Im Om 1m 90%o OA900 2-0 0.0130 11800 ,7m obi N � w 5127 26 0.o �e611fr1few a 6.331 W ; I -- - .... - %=;, .- "I / ' - � . 1, I -. , I ' " .- -- ,. I .11 I , .-.. . � - ---- I I . � ' . - T/"/'' . .", , . I 11 '', -.- I'.'�.',' ',// -- I - --.. . , I -) 41 , . , . I , .. / / Z ", ". '�' - - 1, I \�W� , " , I - I " ", . / , � : - , - '�� , ---- ---- � - I � I I I - ,- -.- 1".. W6 /�", I - A - , - ., 11 ",. / , // -, , -----.- �- - ­- -I.... - -AQWW;�� -11 I � I I � '-, -, ,I � I / / ;: , I, / . " 0 11110'1'1.� . , - , �' ", , , " -@* �' " z -.. I --� ,.- ". � --- I I " , . ., " , - . --"' ------ " -.-- - , I -. /" ,-. -, ", i / I / , ." , \ . K/ / ' - ""�� � -'.. , . : . .' ,.' -,-- , - - - I-- I I - I I "" x , " " "I , I . , / I.- -1 % I 11 1411"I'l " I * - �� -- --- - �- -- ��' _-, -,-- " ''I � ". 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I / \ / . . �-- , � , I ' , , i , ` 11 ►! _EXISTING e t \' ;\ 11; Q 1 lLiMA RE- XISTING STORMWA ❑ p �% / \ r I . \ f QS 1 ?U AC. �// _ i 'q . / �r� I ` , , 1 1 j) \ 1 / / %��J D.A. _ ( #3 / v( 12.75 1 3.03AC � Ill fiy A49 If v p <i o �vv /fir:/ ��_ v i I v �/1 Nr ; {i \ \ r -_ c I ,'v:.: ri J'� EWSTI GD NAGE ,\\..� / .` DMDE if A D.A. #4 / �'�1 i ,I �rrl //, A ,:It 'v r.r .• .. ,r., r k/ter ::// ?se... �.�r 35.1 AG I I\ II ,�- ^�l/'6 .. �l 1! % �rrr \� 1.°. �\, �- ,/,� - ' ' ) �/ ,,� rY ✓, �'`', r d �. :.Y ��/ \. ,;.�� / ' 1/ \F -r ` \ f3 Q / I F 1f ti4' { r - j; / :/ 1 ,/ ) w,J r `,.' \ _ ,' ✓,r {/ I l ,,A ' ��� /, \ I J� D.A. #5 �liil .: , .. r %I r �/ 100.9AC. / 9. ---- Ar O V L11a I \\ \ r{. r i �i \� i ' ' � / -- \„r "'� I<'' - I 111 //, ,I{' r.'� -. j. .'y- r 07 •. ---'� / _ / / cY'' :b� ✓T�t•�.r4, ca s o� T 'ec3t4s�,,,9'1++. 4.0 0 ,+ i/oo C,•,�p ,J b,g,E,'..s;' 2'" �a't\ rl.>'iF'• lri+f / ,a'o a 6�..0_/'.-.% '\"-l. 1/411 GRtipAPHIC SCALE 7/ �\ �� ry ;✓ �r .1 r z l 1/ \��\S'*'� -- �""' Fe9"C'\ ra>'•sa„""r�,'sA ,":, l ao o zoo roo coo {coo � � -. -- of �" ,� _. _. � � N, Y'� `tPc.fk .: T 'o..w Y'v� in IN trEST 'h I ' 1 inch = 400 fL SMA o`� o�E LOPMENT ST �': OReLDCKs;✓S�IE�[ �� A /,l / ` BLOCK #3 D A.=1 69 Ac. / v ) PHASE S BLOCK #1 D.A, =2.41 Ac / 1 r D.A.4.33 At IN, BLOCK #3 �' (�j,/ D.A..3S AC a ,',i%'.:•t//) �A #4 PHASE BLOCK D.A.\ p . EJOSTM UPPER r LOC4770N OF PROPOSED STORM BALLARD FIELD I G . 'SEWER OUIFALLfNG INTO UPPER / / / ;lei / \ \ "").?rJ f h j` { (, \ < I I {`n�'E RETENnON BASIN II c BALLARD FfELD STORMWA7ER \ i,1lir M1' MANAGEMENT BASINII \0 __ \,: h r D.A. #4 f :' / 11 )r 8 1 AC - 6 ,I, /'4 all ' g :3h/-i1,1� � M� r �\. \ )'� s i \\ Y � / , � r � R \\\ , i ' //, � '11 �';''. �. ��\i I' n. �� , / ' l ,.d�r ` J�}�V 1 � »�1� /, _ .\., l.: i { I o { \ { 4, \' �y ry \ ----� ,�4{, '(I girl r%r ,I / ri/r r / � _1\ �i �� - ,r 0 1 . #S \\ �"w �.. �Fr f /\ / f!I / t� / A c'3 � �'..�;- / 100.9 AC.;,�' i' ;.) �• ! �A Yr r; �' 'iW ve/ r�r • l/ ,� r A � - i \\ {-----------�� 0 �'-��\ // li`,1 /, /i it r i r- '.i/isle 7,, 1t, 1 �!_ \✓, a''q'i ):I.:/ I j� vv A ' ,, fir/ v ri/r r. �l _ '•1' � ` '* �.�;;, f. �% '�%� '�, - .•'�. ��'_� bQ'��� v� � a V�� / v -----d 1 O v / ^ /:7/'t' ri7 � - I <T ✓,r /� �-� r/, ,vA \� F ' id�c3.;v SII ' �bZ �� I 0ive 4 ,P \\ / �\ % V" % / ��a ;: �f' � ,��� 1-f' /�`� � _ ,` oc,' 6� L" ,�'-•,..._�.a I q4t/31`rL <P)iw o, wOo� 0 0 "r4� Mpi v l O ~ / xn��v Wa(� °N\o °' �ws�r ��y�„ � ,,�,�. _r V`�, '.;• r @rx�,r 600 GRAPHIC SCALE / �� fl,' \,.! °oc o zoo wo coo 1eos \ \ , '"`�`8? `� eA` ') 4v? t�. a•; Il / _\ � ( IN FEET)„s�...c9iCi' 1 inch = 400 ftrJ+a \ f;: PRE -DEVELOPMENT 11jr, am (acme) profeetena 522 (roughly**arab ads N (bYrbr ) (ahead be MWy ei to Write dclabddiv ) =g am upland D.A. 01 D.A. a2 D.A. 03 D.A. d4 D.A. 06 parbent caplaaa 100% G_ (sherd be fp% or better) M f %shoe 1.0 , 1.0• or 0.9 for $Me in the developriewt ane vA1are cork phader then 20% Ana(c.) 1275 1.30 3.03 36.10 100.90 1�I 7i E a.r.a Delalned Maas cw 0.30 0.30 0.30 0.30 0.30 151.80 53.35 2Yw To (min.) 16 16 16 20 45 1 30620 1 110.08 110DYN WLiu N Undelained Mae , W � 02 1278 1.30 3.03 31.31 55.08 lorw U) 010 16.88 1.72 4.01 41. 76.75 ~ � � 0100 22.29 2.27 5.30 56.74 109.45 H J 3:o V x a OZ -0EVELOPMENT f� die F o W BLOCK 3A BLOCK 36. BLOCK 2 BLOCK 1 BLOCK 4 D.A.84 D.A.05 Y W oo U O Area so. 3.35 2.41 1.69 4.33 5.28 36.10 100. ON 0.80 0.70 0.78 0.86 0.78 -0 s0 0. To _(Min ) 5.5 6 6.5 5 7 12 41 w J�owX car 4S CZ 13.53 8.30 6.33 19. 19.31 107.15 56. 010 17.44 10.71 8.18 24.82 24.96 140. 76.7 0100 22.88 14.03 10.70 3253 32.64 181.77 109. Table 12: WaliQuaffyCompfar=table Wi QUALJTY COMPLIANCE - taches Dewlopaanl for Upper Belli rola Pored 11jr, am (acme) profeetena 522 (roughly**arab ads N (bYrbr ) (ahead be MWy ei to Write dclabddiv ) =g am upland 522 preera uplaes ri 100% parbent caplaaa 100% G_ (sherd be fp% or better) M f %shoe 1.0 , 1.0• or 0.9 for $Me in the developriewt ane vA1are cork phader then 20% 1 y5� 0 1�I 7i E a.r.a Delalned Maas V o Z 19.1 63.29 151.80 53.35 2Yw 19.1I 115M 1 210IM 1 8603 j10Yw 19.11 205 01 1 30620 1 110.08 110DYN WLiu N Undelained Mae , W � 0 0.0 1 0.0Year i ural'rf,wis i E F E 3 farcy If ! 3 3 rarrarb . - .laps 1611 0.70 055 5e% 127e96e 50% ]6!61.0 1.1 Bete yerr Poral Vara Pond (I x WOV) 50% Mi pro dad by rad Additional ra n0nl plaided by UdraV)nde Broin th oull n the �IrnpeWoe area bslpre dralopmara in dosipaNed 9ms4h soca can be a mWmun 20% tits W most oars NOT the arelae property, but the portion of the property v4tlsn the subject drairaaps ane, r the daYn9e ane to the bi - sea Table 13 Note: WOV sh :ssi W 4 x Y10V Table 14: Dereii Complarme fable DETENTION COMPLIMM - la%mab 3" ler Upper Mallard Field Pond 11jr, am (acme) 153.1 (roughly**arab ads N (bYrbr ) area es, , I (saes) =g 153.1 O preera uplaes ri 100% (should be beWserl 80% NO 120%) G_ M i c c , `A y5� 0 1�I 7i E a.r.a Delalned Maas V o Z 19.1 63.29 151.80 53.35 2Yw 19.1I 115M 1 210IM 1 8603 j10Yw 19.11 205 01 1 30620 1 110.08 110DYN WLiu N Undelained Mae , W � 0 0.0 1 0.0Year 0 1 50.0 lorw U) 0 601 00 10GYw Lic. 1(o. 035791 6AVP'06� f c c c Z =g 0 c O ri V G_ M i c c , `A W 7A■■■■■■■■ F IIIIIIIk 0 r l i ]06 rrD. u 02006 0 O 1-=100' F. .T47, �E SWM -3 I VO c c c 0 c aN r n ri V M i c c , Z`Lr� (N 0 aa� V M ) ' v I V o Z 9 W ° (V S ]06 rrD. u 02006 0 O 1-=100' F. .T47, �E SWM -3 I VO c c c 0 c aN r n V M , Z`Lr� (N 0 aa� V M ) ' v I V o Z 9 W ° (V O) WLiu N W , W � am Z � Q o a U) z ~ � � W H ` S J c H J 3:o V x a OZ oc f� die F o W U Y W oo U O a Oa O o Z E a z W z __j as w aaaa� O M --L (� W `i' Q Z -p w J�owX car 4S W J o O O Y CD 00tri m U0 E N v ]06 rrD. u 02006 0 O 1-=100' F. .T47, �E SWM -3 I VO UPPER BALLARD FIELD POND - STORMWATER MANAGEMENT ANALYSIS ULTIMATE CONTRIBUTING IMPERVIOUS AREAS TO EXISTING RETENTION BASIN II ON UPPER BALLARD FIELD EXIST. AREA 1010.9 ac EXIST. Cw 030 PROPOSED AREA EXIS7WO Cw 0.30 1MPERWQUS AREA: (156.0-0.30) - 46.8 ac IMPERWOUS AREA: (100.9-0.30)+(55.1'17.80) - 84-44 x SUMMARY.' REMOVAL REQUIRED: 58X REMOVAL PROWDED: RETEIV710H 8AS1N 11 - SOX (REMAINDER OF REMOVAL RATE ACMEV£D 1F774 CONTRIBUTION TO PRO -RATA SHARE) WA7ER OUAUTY VOLUME REQUIRED: (5,660 cy • 4) - 2Z 640 cy WATER QUAUrY VaUME PRO WED* POND AREA O 672.6 - 16.7786 SO FT POND AREA O 668 = 136,192 SO FT (((16,7786 + 136,192)/2)'4.6)/27 - 25,554 CY 25,554 CY > 22,640 CY T)po_. YOotw Network Summary PPOe 1.01 Nano.... lbtrehea Fla--. L\L*W P a)= 2007\02000 -Old Tal\02002\Cala\37M PPW MASTER DESIGN STORK SUMMARY DaFadt Network Oedpn Storm Fla ID AbanaN Can Not Return Event Two OF D ----------------------------- Dev 2 h0 Cavo 2 YY Dov 10 I -D -F Qrve 10 Yr DWOO I -o -F Curve 100 Yr MASTER NETWOW SUMMARY Mod"Ied Roebnd Method Notwrk (M/odo-Outfak 4Modw4*W1-:) (711 HN: TnnaDorc Burk -Mono: L -Leff: R -Rt Ut-I.N&Rt) Two- Mad Ratiald GraphPop. 104 Nana... Ex AREA TO POW Top: DMOO Event 100 )r Fl-.. L•\LOW Projects 2007\02000 -Old Trol\02W2\CPIs•\SIV PPW Stan-.. 100 M Tow DwAOO MOORED RATIONAL METHOD Grophloci S.1.rlary , Modru SaoOe --- 0 - CIA • Udts Cacwdaa Aim Conversion - 435W / (12 • 3600) • RETURN FAEOUDICY`. 100 )r I Almdb outlaw. 206.46 ah, • C Aajralrrherrt 1.000 • I Required cp -R DURATION - 0 frMa • P -k N9ow 20523 ah, • .HMC Flw DMOO 7 To- .7500 M 1 - 4.5000 NUM Ana - 131.120 Pace . 0 - 20&23 oh, Weighted C - .350 .. Adj otod C - .350 Required Storage • _____-- •O6Y an -R 1. PPP 0-206.46 eh, o (Nw.Q+tsw) O o NOT TO SCALE O I ----------------- 7044 _______ ________ 7564 hue T a I Rohm Fre¢ 10 yr e C od1foofr.1.000 1 .4 a - I Max Rakrn a- Sam oh, NYC W aP•0 y4 Max WSL POW storo pe Node D _-__-Type EiaN__ -o ft Trus -two look oh, R _ c r -R - - - EX AREA 70 POND AREA 2 &1637500 s 5126 1 .9. .. '• EX AREA TO Paw AREA 10 7.171 :7500 115,66 y d. EX AREA TO POND AREA 100 12.907 .7500 200.23 d •EX OUTFALL JCT 2 5.260 1.3100 20.11 t5 -EX OUTFALL JCT 10 7.625 1.2600 3735 U a y •. •Ex OUTFALL JCT 100 14.234 1.2400 71.17 E)GSTMO POND61 POND 2 6.165 .7500 8129 a DIS1610 POMM POND 10 6.6347500 11&86 osarr as ERSTNN O PONDPOND 100 1&180 :7500 200.23 0431IN6 PONDOUT POND 2 6.260 1.3100 Zan 673.86 5.076 EXISTING PONDOUT POND 10 7.626 1.2800 3235 474.23 4720 EXSIND PONDOUT POND 100 14.234 1.2400 71.17 67&1e 11.063 NEW AREA TO POND AREA 2 1.002 .2273 53.35 NEW AREA TO POFD AREA 10 1.3632373 66.03 NEW AREA TO POND AREA 100 2.272 .2373 110.05 Two- Mad Ratiald GraphPop. 104 Nana... Ex AREA TO POW Top: DMOO Event 100 )r Fl-.. L•\LOW Projects 2007\02000 -Old Trol\02W2\CPIs•\SIV PPW Stan-.. 100 M Tow DwAOO MOORED RATIONAL METHOD Grophloci S.1.rlary , Modru SaoOe --- 0 - CIA • Udts Cacwdaa Aim Conversion - 435W / (12 • 3600) • RETURN FAEOUDICY`. 100 )r I Almdb outlaw. 206.46 ah, • C Aajralrrherrt 1.000 • I Required cp -R DURATION - 0 frMa • P -k N9ow 20523 ah, • .HMC Flw DMOO 7 To- .7500 M 1 - 4.5000 NUM Ana - 131.120 Pace . 0 - 20&23 oh, Weighted C - .350 .. Adj otod C - .350 Required Storage • _____-- •O6Y an -R 1. PPP 0-206.46 eh, o (Nw.Q+tsw) O o NOT TO SCALE O I ----------------- 7044 _______ ________ 7564 hue T a �� i --1D"- 6-t NO•n-� ry 11- b r ger! b M wrr M M X•n � 6heAr l«Mf � oI(ari � ysyaly - 1 i 10 < > br. Py M •1I r r«M! aN e•q-M e .®•-- •r hMI y.p�lY- r w >er rr r er•.e ... •• eea a m«u. m cA 6150 c EXISTING MAT CROSS SECTION (NOT M SCALE) T Name... EX AREA tM�W TOR Dov 2 P�102 Everlt 2 X FIN._- L N" W ProAPb 20D7\02D00-Old Trac\02052\Cd-\SIV Stam.- 2 Yr Tow Day 2 MODFIED RATON& METHW -- QWMW S mwnay far Mowk mm Required -4 1 9 ---- Method I 0 - CIA • U,,ft Oonvw*6m Where Cahversl- -43690 / (12 •3900) • RETAN FREMO CM 2 )rI I etAlewaWs Outlaw. SLN 0% • 'C Agalnwnt 1.000 t18N RWred SEaepa .042 arR • STM DURA 0 - 7P kK SSt�Or�9• • --------- Peak' I. 6126 ck • NYC Fla Day 2 DI TO- .7500 Two I - 1.6000 hAW Ana - 131.120 wase, . 0 -6121 aft N .0htsd C - .350 .. Adjustod C - -350 . l4--------Rwp+� 0 sOrwR 000 0-62.56 eh, e (Now.*ASow) 0 o NOT TO SCALE o---�-- o I .7564 hr* T T)pe_ Med Ralyorhd Graph Pop. 106 Nana._ NEW AREA N POND Taw D- 2 Ewlt 2 yr FM... L•\LWW Proj W 2007\02000-01d Tra6\07002\Cda\SIM 'PPO Stam_. 2 w Tow Dov 2 MODFaD RATIONAL METHOD -- 0>p Snwnay Fr Morrows PWW*vd Staapo ---- Molhod I 0 - CIA • Us c-mdan: WhW* Camera- - 43560 / (12 • 3665) • RETIM FRIUMO Y. 2 yr I N.++1. Outlaw 50.x2 ah, • (.+ Aaju.bn.lt�0 SAT 1 A@wA*dTe 91re91, - oo-R • • 1011 - e ler 9141 • Peat N9ew $136 eh, • JM Fla Dev 2 I - 16360 In/hr Area - 15900 Paas 0 - 53.39 oh, WeIghtod C - .770 . - Adjusted C - .770 Required .097 ce ca-ft 0 0 0 0 -60.02 o1a e (Mow.autlaw) ,• o O 0 �.. HOT 70 SCALE o - I .2415 hre T screw A1aso Type - To Cola Pap. 201 Man 41... EX AREA M POW Taw POST FM_. L• \L WW PM*U 2DO7\0�2000-(Nd Trc1\02002\CWoo\8'Rl PPw ,K OF COMEMMI CAMUM Senn -t N: Ta User Deikrcd Spnaht /I Thm .7500 M TOW Ta .7500 Two I Rohm Fre¢ 10 yr e C od1foofr.1.000 1 .4 a - I •' .. a- Sam oh, • A. .) y4 -- .006 fi t I Td- .2500 M . 1 1 1 - 4.6000 InAw • sd x x o e 0 - 65.62 oh, a.e1.t. s X 0 1 .9. .. '• a d Irate• •a a. Type... To Oda Pops 20.3 e .. y d. • •, y sty ° .e Z J . d . ,• d y q.. e. y d y. vii t5 O ue •. U a y •. L ° • ° •arX u an - Z •- ma. WL c -I a • oma. rias w W. . ,•y'nwr osarr as EXISTING POMP )IEIR 0rTAjZ ` (NOT TO SCALE) .• aavvera �� i --1D"- 6-t NO•n-� ry 11- b r ger! b M wrr M M X•n � 6heAr l«Mf � oI(ari � ysyaly - 1 i 10 < > br. Py M •1I r r«M! aN e•q-M e .®•-- •r hMI y.p�lY- r w >er rr r er•.e ... •• eea a m«u. m cA 6150 c EXISTING MAT CROSS SECTION (NOT M SCALE) T Name... EX AREA tM�W TOR Dov 2 P�102 Everlt 2 X FIN._- L N" W ProAPb 20D7\02D00-Old Trac\02052\Cd-\SIV Stam.- 2 Yr Tow Day 2 MODFIED RATON& METHW -- QWMW S mwnay far Mowk mm Required -4 1 9 ---- Method I 0 - CIA • U,,ft Oonvw*6m Where Cahversl- -43690 / (12 •3900) • RETAN FREMO CM 2 )rI I etAlewaWs Outlaw. SLN 0% • 'C Agalnwnt 1.000 t18N RWred SEaepa .042 arR • STM DURA 0 - 7P kK SSt�Or�9• • --------- Peak' I. 6126 ck • NYC Fla Day 2 DI TO- .7500 Two I - 1.6000 hAW Ana - 131.120 wase, . 0 -6121 aft N .0htsd C - .350 .. Adjustod C - -350 . l4--------Rwp+� 0 sOrwR 000 0-62.56 eh, e (Now.*ASow) 0 o NOT TO SCALE o---�-- o I .7564 hr* T T)pe_ Med Ralyorhd Graph Pop. 106 Nana._ NEW AREA N POND Taw D- 2 Ewlt 2 yr FM... L•\LWW Proj W 2007\02000-01d Tra6\07002\Cda\SIM 'PPO Stam_. 2 w Tow Dov 2 MODFaD RATIONAL METHOD -- 0>p Snwnay Fr Morrows PWW*vd Staapo ---- Molhod I 0 - CIA • Us c-mdan: WhW* Camera- - 43560 / (12 • 3665) • RETIM FRIUMO Y. 2 yr I N.++1. Outlaw 50.x2 ah, • (.+ Aaju.bn.lt�0 SAT 1 A@wA*dTe 91re91, - oo-R • • 1011 - e ler 9141 • Peat N9ew $136 eh, • JM Fla Dev 2 I - 16360 In/hr Area - 15900 Paas 0 - 53.39 oh, WeIghtod C - .770 . - Adjusted C - .770 Required .097 ce ca-ft 0 0 0 0 -60.02 o1a e (Mow.autlaw) ,• o O 0 �.. HOT 70 SCALE o - I .2415 hre T screw A1aso Type - To Cola Pap. 201 Man 41... EX AREA M POW Taw POST FM_. L• \L WW PM*U 2DO7\0�2000-(Nd Trc1\02002\CWoo\8'Rl PPw ,K OF COMEMMI CAMUM Senn -t N: Ta User Deikrcd Spnaht /I Thm .7500 M TOW Ta .7500 Two I Rohm Fre¢ 10 yr fppro•. Duration for Max SUrope ______/ C od1foofr.1.000 1 To- .2273 hn I I - 4.7300 NUM I Ana - 18.900 oarw a- Sam oh, I WOW C - .770 .) 1 Adjreted C - .770 I -- .006 fi t I Td- .2500 M . 1 1 1 - 4.6000 InAw ,yI• XXX X XT XX XX%X X X XX 0-6&03 ah x x o e 0 - 65.62 oh, � s X 0 1 X o NOT TO SCALE a w 08 Type... To Oda Pops 20.3 Noma,.. NEW AREA TO Paw TeR POST Z Fla.-. L'\LarW Projects 2007\02000 -Old 7HM\020M\Cda\SIM .PPw o vii t5 O � U a TIME OF CONC NTRAlM cit cuuia Z c -I a rWrl ----------------------------------------------------- ` .• aavvera ' Segrnont /I: Ta User D IT __-5opnwnt /1 TYna .2273 M �W�// Ir TOW Ta .2273 hn TXW... Moa. lattonai Graph 3,03 Nm _ EX AREA TO POW Tow Dov 10 Ennt 10 y FM.--. L• JrW Ro}ob 2007\02000 -std Tran\02052\�P-\S7Y 3'Pw Stam... Yr Tow Dov 10 MODIFIED RATIONAL METHOD ---- QaplaaM Sammy for MetY�rXln a6i Rowksd Storopo ---- 0 - CLA • Unft C-vrol r- Whore Conowd0n - 435W / (12 • 3600) • REIUN FIF(IIFJICCt: 10 )r I Alawasts 0~. 114.70 a% • 'C Adp.tm-t i.000 R.gTeut.d 5�'oa� DURA - .wee oP-R • SIORII for Ya.9taopc • Peat InNow: 11&e1 oh, • JM Flw Dow 10 E 1 - 25000 IMAW Am - 131.120 ares 0 - 115.61 oh, waghtsa C - .350 .. Adjusted C - .350 :t ----- Re"Wed�R •0 00 0-114.70 ch, o (Alo..Out9ow) o o NOT TO SCALE .7554 hhe T TW*_. Moa.RotNrhd Pop. 107 Name.... NEW MEA POND Ta¢ Dov 10 Ev-t 10 yr FN_ L:\LmW Projuets 2007\02000-01d Trd\02002\Cab\STY .PPw Storm- 10 w Tow Dov 10 YODFM NATIONAL METHOD --- QMMod simaay for Mmeorwn Requtca Storage --- MNhed I 0 - CIA • Unft 0-msira whra Oan w ole - 43560 / (12 • 3500) • RETURN FIEaUolcn 10 )r I • Outlaw 6582 ah, • 'C Adja4R-t 1.000 I Required Storage .006 aa -R • -------------------------------------------------------- • Peat N1ow 6503 ah, • .NYC Fla Dov 10 C Td - .2600 Urs I Rohm Fre¢ 10 yr fppro•. Duration for Max SUrope ______/ C od1foofr.1.000 1 To- .2273 hn I I - 4.7300 NUM I Ana - 18.900 oarw a- Sam oh, I WOW C - .770 .) 1 Adjreted C - .770 I -- .006 fi t I Td- .2500 M . 1 1 1 - 4.6000 InAw ,yI• XXX X XT XX XX%X X X XX 0-6&03 ah x x e 0 - 65.62 oh, X o jt (Now.Outlow) X 0 1 X o NOT TO SCALE 1 x % O 1 .2607 hra T General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. T... Mo& Ratiorid Graph Nana._ NEW AREA TO POND TOR 0,400P Evsnal �100 yr Fora._ LV -W Proleate 2007\02000-01d Tral\02002\Ca-\sill .PPw Stam.-. 100 Yr Tow D AOO MOOFIED RATIONAL METHOD 0,30hipd Amnry for Mcr* n R10A Stamp �i iod 0 - CIA • UNts 0mvad-: wlaa C -malas - 435W / (12 • 3500) • RETURN FREQUENCr.. 100 )r I AlawahN Outlaw. 107.94 ah, • 'C Ad)w mart 1.000 1 Re4Ared Stowela145 ac -ft - ----------------------------------- • Pock a Now 110.09 oft ---------------- • IM Fla DWAOD C Td - .2900 two I Return Frew 100 yr Appr-• Duration for Mme Staape ------/ C odlAeota: 1.000 I Tc- .2273 hn 1 - 7.7720 NUM I Mss - 1&900 eaw 0 - 114.05 aft I 1lelglt.d C - .770 1 Aaya d C - .770 Required Staaps I -- -M ao-R I Td- .2600 hre I I 1 1 - 7.6000 in Aw X X X X x X 4X X X% X X% X x X X O- 110.06 of, X i X 0 0-107.94 eh, X o h (New.0ut9w) . X 0 1 X o NOT TO SCALE 1 X o I r .2544 hn T V � rn M ZIS N V n � /� M Z N WN N LU W ; V/ ZMEMO � a O w J J O Z x Q a W x cf) U H U W O ZrA 00 Z J 11. O P-4 0 J W w Ow J o O U , 00 V l� L ilx 305 NO. U Q902006 0 ^« ° SCALE N/A 0 v SHW NO. SWM -4 0 LEGEND GENERAL NOTES ALBEMARLE COUNTY NOTES DESCRIPTION OF EROSION & SEDIMENT . OWNER\DEVELOPER. MARCH MOUNTAIN PROPERTIES L L.C. GERMINATE AND GROW. SEEDBED PREPARATION IS ESSENTIAL. CONTROL MEASURES: TION BEIGHTS DEVELOPMENT CORPORAclo FOR EROSION CONTROL EIIMOSION AHtl aP+�FNr 0011 AGIIPEC EXISTING CULVERT MR. GAYLCN BEIGHTS ES -1: UNLESS OTHERWSE INDICATED, ALL VEGETA 77VE AND STRUCTURAL IT sAN7/CpATED TO USE ONSIRUC770N EN7RANCM EVERSION DIKES EXLS7WG O CULVERT 800 E. JEFFERSON STREET o EROSION AND SEDIMENT CONTROL PRACTICES WLL BE CONSTRUCTED SEDIMENT BASINS AND SILT FENCES HILL BE INSTALLED TO CONTROL SURFACE DRAINAGE CHARLOTTESVILLE, VIRGINIA 22902 DROP INLET & STRUCTURE N0. TELEPHONE (434) 245-0100 Q AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA ER09ON AND SEDIMENT CONTRO 7EMMORARY SEEDING WL BE USED "AMATLY FOLLOWING ALL LAND DISTURBANCE ACTIVITIES TEMPORARY S700KPKE AREAS WILL BE MAWTAMED FROM TOPSOIL THAT WILL (434) 245-0300 LOOSENED BY DISCINS RAKING, HARROWING OR OTHER VR 625-02-00 EROSION AND HANDBOOK AND VIRGINIA REGULATIONSG BE STRAPPED FROM AREAS 70 BE GRADED AND STORED FOR LATER SPREADING, CURB ENGINEER' COLLINS ENGINEERING SEDIMENT CONTROL REGULATIONS SEDIMENT STOCKPILE LOCATIONS WALL BE ON 97E AND SHALL BE STASUAD WIN A TEMPORARY CURB GUTTER 2. STREET ES -2.• THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK � I!ATFW CO. . P6wuA.o T s�zwc WLL OF OF PgWnRA" FALL AREAS Wa 800 JEFFERSON PROPOSED PAVEA/ENT CHARLOTTESVILLE, VIRGINIA 22902 CLAYEY SOLS AND DOES NOT AID PLANT GROWTH AS PRIOR TO THE PRE-MENTCONSTRUCTION CONFERENCE, ONE ID DI PRIOR TO THE COMMENCEMENT LAND DISTURBING ACTIVITY, AND ONE WEEK IIEL NO LONGER BE ENCS VAI® AND MHEHE LYNS717t/C170N ACTIVITIES HAW LEASED. FELE (434) 293-3719 PRIOR TO THE FINAL INSPECTOJ. IN PfR1/AE7NT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS POOH WILL EC -3A DITCH £-MAIL ScottOCollins-Eng;neering.COM ES -3 ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED BE LEFT DORMANT FOR A YEAR OR MORE SR 71ON OF SEED MIXTURE WILL DEPEND ON CONTACT.MR. SCOTT COLLINS SHALL BE PLANTED NO MORE THAN 1} INCHES DEEP. SMALL PRIOR TO OR AS THE FIRST STEP IN CLEARING. THE 71ME' OF YEAR APPLIED . DEPTH OF EC -JA DITCH TAX MAP NO.: 055£0 -01 -DO -000A1 ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN Tpy OWRY SEEDING WLL BE PERFORMED FOR ALL DENUDED AREAS WICH WLL BE LEFT 6' 3. MARCH MOUNTAIN PROPER77ES LLC SHALL BE MAINTAINED ON THE S17E AT ALL TIMES. DORMANT FOR MORE THAN SEWN DAYS THESE AREAS SHALL BE SEEDED WIN FAST EC -2 DITCH 800 E S7REET ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS 07HER GERMINATING VEGErATKN ENIMATELY FOLLOWING GRADING OF THOSE AREAS SELECTION JEFFERSON CHARLOTTESVILLE, WRC4MA 22902 THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED T0, OF SEED A#XNRE MNL DEPOW ON THE TIME O YEAR APPLIED DEPTH OFEC-2 DITCH MDI 1 -,ANI 11 111bt % OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL CONSTRICTION ENTRANCE 6• 4, ZONING : NMD NEIGHBORHOOD MODEL DISTRICT MULCH SHOULD BE USED DURING THESE PERIODS SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR RENEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. A STABU2W PAVED OWSTRUC77ON ENTRANCE WIN A WASH RACK LOCATED AT POINTS EARTH DITCH IN ACCORDANCE WITH TABLE 7 /N THE CODE OF DEVELOPMENT, ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY OF VEHICULAR WGRESS AND EGRESS ON A CONSTRUCTION SITE. TO REDUCE THE DRIVEWAY CULVERT BLOCK J HAS NO MINIMUM SETBACKS. I0'¢' V.law ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT AMOUNT OF MUO TRANSPORTED ONTO PAVED PUNJC ROADS BY MOTOR VO4KZES OR EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN RUNOFF. BENCH MARK 5. USE. MEDIUM -DENSITY MIXED-USE DEVELOPMENT APPROVING CONSTRUCTION ENnWI ES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE ES- 7: ALL DISTURBED AARIAS ARE TO DRAIN TO APPROVED SEDIMENT THE AMOUNT SEDIMENT TRANSPORTED dN70 PUBIC ROADWAYS CLEARING LIMITS 6. NUMBER OF L075: 1 PROPOSED FOR PHASE A CONTROL MEASURES AT ALL TMES DURING LAND DISTURBING SILT FFNILL 7, UTILITIES SEWER.• COUNTY SEWER - AVAILABLE ON THE S17F ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION A 7EIAPOIPARY SEDIMENT BARKER CONSISTING OFA SYNTHETIC FX TER FABRIC Si1RETOHED MOT STANDARD 5701° SIGN WAFER: COUNTY WATER - AVAILABLE ON THE SITE ES -8: IS ACHIEVED. DURING DEWATERING OPERATIONS. WATER WLL BE PUMPED INTO AN ACROSS AND ATTACHED TO SNI PORTING POSTS AND ENIRENC/ED. 70 INTERCEPT AND PIP EXISTING CONTOUR SUBDIVISION STREETS: CURB & GUTTER (PUBLIC ROADS) APPROVED WATER FILTERING DEVICE DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED ALAS DURING CONSTRUCTION 8 ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES C'ERAVONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE. TO DECREASE 9 . DRAINAGE 0157RlCT.• LICKINGHOLE DRAINAGE BASIN PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. THE VELOCITY O SHEET FLOWS AND LOW -TO -MODERATE LEVEL CHANNEL FLOWS THE i PROPOSED CONTOUR 10. WATERSHED: S RIVANNA RESERVOIR - WATER SUPPLY PR07ECTION AREA ANY NECESSARY REPAIRS OR CLEANUP TO MAWFAW THE SILT FENCE BARRIERS .SHALL BE INSTALLED DOWN SLOPE OF AREAS WTH MINIMAL zND.sS PROPOSED SPOT ELEVA7TON if. TORO &SURVEY.' PROVIDED BY ,INNINGS-S7EPHENSON, PC. IN DECEMBER EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY GRADES 70 FY TER SEDIMENT LADEN RUNOFF FROM BEET FLOW AS INDICATED. THEY IBC DENOTES �� OF 2006, SHALL INSPECTED EHEOIA771Y £AGI RAINFALL AND MAIN IN TIB DENOTES 70P OF BOX FiROVSION CONTROL NOTES DA EROSION HANDBOOK ACCORDANCE WTIi THE NRGNYA E7R057ON & SEAMENT CONTROL NANOBOCf (1ESCH), 12. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND JPOWANEMT UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARING 1 THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE THE ESTABLISHMENT OF PERENNIAL VEGEM77V£ COVER ON DISTURBED AREAS BY WORK. CONTACT ENGINEER IMMEDIATELY IF LOCA ION OR ELEVA ION IS PRE-CONS7RUC7TON CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF PLANTING SEED. TO REDUCE EROSION AND DEGREASE SEDIMENT YIELD FROM DISTURBED DIFFERENT FROM THAT SHOWN ON PLANS IF THERE APPEARS TO BE A LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ,AREAS TO PONAND47LY STABLQE DISTURBED AREAS W A MANNER THAT IS CONFLICT OR UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON THE PLANS 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WLL BE CONSTRUCTED AND £CCNOVHCAL ADAPTABLE TO SITE CONDITIONS. AND ALLOWS SELECTION OF THE MOST MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE APPROPRM E PLANT MATERIALS TO IMPROVE WILDLIFE HABITAT. 70 ENHANCE NATURAL • COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTORS WRGNIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULA IONS W 625-02-00 EROSION AND SEDIMENT CONTROL REGULA IONS BEAUTY UPON COMPLETION OF CDN57RUCTION ACTIVITIES ALL AREAS MNJ. REOEIIf A OR WORK, SAFETY PRECAUTIONS SCHEDULES, COMPLIANCE WITH LAWS AND 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO PERMANENT VEGETA77W COVER REGULATIONS WE SHALL NOT ASSUME ROR COMPLIAN FOR ANY OR AS THE FIRST STEP IN CLEARING, TEIFORARY SEEDING: EROSION CONTROL * ww" owsOI & SW49NT CCWMM HAVOVOOK SPEGF7CAIKN MAIBER CONSTRUCTION STARTED PRIOR TO PUN APPROVAL. 4. A COPY OF THE APPROVED ER09ON AND SEDIMENT CONTROL PLAN SHALL BE THE ESTABLAgHAENT OF A TEMPORARY WOETA77W COVER ON DISTURBED AREAS BY .VV MAINTAINED ON THE SITE AT ALL TIMES. SEEDING WTH APPROPRIATE RAPIDLY GROWNG ANNUAL PLANTS TO REDUCE EROSION S® EDIMENT ® STRAW BAIL BARB/ER 3.04 EROSION &S 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INLUDING BUT NOT LIMITED T0, OFF-SITE BORROW AND S�INTA DON BY STABIL/ZING DISTURBED AREAS THAT MILL NOT BE BROUGHT TO FINAL ORALE FOR A PERIOD O MORE THAN 30 DAYS 70 REDUCE DAMAGE FROM CONTROL MEASURES: OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY SIEDWO07' AND RUNOFF TO DONNSTREAM OR OFF -97E AREA$ AND 70 PROVIDE pp pV TEMPORARY DIVERSION DIKE 3.09 ER090M CONTROL PLAN TO THE OWNER FOR RENEW AND APPROVAL BY THE PROTECTION TO BARE SNAILS EXPOSED DURING CONSTRUCTION UNIX PERMANENT STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN WTH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 6. PLAN APPROVING AUTHORITY. THE CONTRACTOR /S RESPONSIBLE FOR INSTALLA TON OF ANY ADDITIONAL VEGETAIKN OR OTHEROPO-90V CONTROL MEASURES CAN BE ESTABLISHED TEMPORARY SEDIMENT TRAP 31J ACCORDANCE STRUCTURAL PRACTICES USED IN THIS SECTION CONSIST OF THE FOLLOWNG: EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND O/3r12maRO-' SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. REO/ONI SURFACE AND ANP MOVEMENT OF DUST DURING LAND MSnAWv4 DEMOLITION1. O® SEDIMENT BASIN 314 CONSTRUCTION ENTRANCE, ALBEMARLE COUNTY DETAIL - ENTRANCE TO B£ 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AND ONSMUCTION ACTNTIES LOCATED TO PREVENT TRACKING OF MUD ONTO EXISTING PUBLIC STREETS. MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING S/7E TD PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOA. SURFACES AND IP --®-- INLET PROTECTION ,7,07 2. SILT FENCE; STANDARD AND SPECIFIC.A77ONS J05 - SILT FENCE TO BE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES NNICH MAY PRESENT HEALTH PLACED WHERE SHOWN ON THE PLANS OR AS FIELD CONDITIONS WARRANT. 8. DURING DEWATERING OPERATIONS WATER WLL BE PUMPED INTO AN APPROVED HAZARD$ TRAFFIC SAFETY PROSLEMS OR HARM ANIMAL OR PLANT LIFE O �:-1N-.W SILT FENCE 3.05 FENCE ALONG STREAMS & CREEKS OR SILT FENCE ENCOMPASSING STOCK PILES 9. RL TERING DEVICE. THE CONTRACTOR SHALL INSPECT ALL ER0901V CONTROL MEASURES OUST CONTROL A/EASURES SHALL BE EMPLOYED TO PREVENT SAVAGE AND AIR SHALL HAW WRE BACKING TEMPORARY DIVERSION DIKE STANDARD AND SPECIFICATION J-09 - PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT ANY MOVEMENT OF DUST DURING CIONSTRUCTICN. MEASURES EMPLOYED SHALL BE IN J OCONSTRUCTION ENTRANCE 30?TEMPORARY DIVERSION DITCHES TO BE CONSTRUCTED WHERE SHOWN ON PLANS FTI4. NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ACCORDANCE WIN THE VESCH. 7EMAPORARr OVER.saN DIKE INLET PROTECTION STANDARD AND SPECIFICATIONS J-07 - INLET PROTECTION 70 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW A RIDGE OF COMPACTED SOI. CONSTRUCTED AT THE TOP OR BASE OF A SLOPING BE PLACED WHERE SHOWN ON THE PLANS OR AS FIELD CONDITIONS WARRANT. O ' CHECK DAM 120 CULVERT PROTECTION STANDARD AND TONS 3.08 - CULVERT AREA. SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH AREA WNYCN DIVE RUNOFF AWAY FROM ECTED SLOPES AND ON 'THA INLET PROTECTION 70 B£ PLACED WIfR£ SHOWN ON THE PLANS OR AS FIELD I C770M 11. ALL WASTE MATERIALS FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS WOOD, RUNOFF 7LEr, It) OVERT RIUINOFF 7C7 A SEOIMEHT AND A STABUZED OUTLET, TO A CONDNTIONS WARRANT. RUBBISH, AND OTHER DEBRIS VE IS 18TMONTH.-LADEN W F TRAPPING 57RUCIIAPE MAXMNA/ EFFECTIVE LIVE IS iB MONTHS O mommom TEMPORARY FILL DIVERSION 310 6. TEMPORARY SEDIMENT TRAP, STANDARD AND SPEOFICATION J13 - 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WTHIN 7 DAYS OF ROLL GMECIK DAMS` TEMPORARY SEDIMENT TRAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS. COMPLETION PER ZONING ORDINANCE SECTION 51.28. SMALL TEMIPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE 7. OUTLET PR07EC77ON STANDARD AND SPECFICATON JIB - OUTLET 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE W7H SECTION INE VELOCITY OF CONCENTRATED FLOWS REDUCING EROSION O THE SWALE OR DITCH OV--�-�-- DIVERSION 3.12 PROTECTION 70 BE PLACED AS SHOWN ON THE PLANS PUBLIC ROADS. 13-301 OF THE CODE OF ALBEMARLE. UWYED TO USE IN SMALL OPEN CHANNELS WNC/ DRAW 10 ACRES OR LESS SHOULD 8. ROCK CHECK DAMS STANDARD AND SPECIFICATION J-20 - ROCK CHECK 14. BORROW, FILL OR WASTE ACTIVITY INVOL PING INDUSTRIAL -TYPE POWER NOT USED IN LIVE STREAMSFT O PS PERMANENT SEEDING JJ2 DAMS ARE TO BE PLACED IN OUTFALL DITCHES AS SHOWN ON THE PLANS. BASINS STANDARD AND SPECIFlCA77ON 3.14 - EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 9:00 PM. OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER SR>aL AIN PROTECTION, TEMPORARY SEDIMENT 15. BORROW, FILL TRAPPING DROP SEDIMENT BASINS SHALL BE CONSTRUCTED AS SHOWN ON THE EROSION CONTROL THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO THE INSTALLATION OF VARIOUS KINDS OF SEDW64T MEASURES AROUND PHASING PLANS ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND INLETS OR CURB W[fT STRUCTURES PRIOR TO PERMANENT STASUZATM OF THE TOPSOVUNG J JO \J PLACED AS THE FIRST PHASE OF ANY LAND DISTURBWG ACTIVITIES. THEY DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE DISTURBED AREA. UNITED TO DRAINAGE AREAS NOT EXCEEDING ONE ACRE AND NOT SHALL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR WENDED 70 CONTROL LARGE CONCENTRATED STORMWATER FLOWS II CP ,Ab, CULVERT INLET PROTECTION 108 THEY SHALL BE CLEANED, REPAIRED OR REPLACED AS NECESSARY THROUGHOUT REQUIRE CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITES NHER£ ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN TE101V7RARY SEDWM/NT TRAP Ki7r/] THE CON57RUCION PHASE OF THIS PROJECT. THE FOLLOWNG I7EMS APPLICABLE A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EVERAMMENT WTH A PARTICULAR CHECKING REGARDLESS OF THE SALE OF ANY LOT UNIT, BUILDING OR 07HER PORTON OF STOW OUTLET ACROSS A DRAWAGE SWALE, TO DETAIN SEAMEJNT-LADEN RUNOFF FROM O �--(DCF--► DUST CONTROL JJ9 1. SILT FENCE SHALL BE CHECKED REGULARLY FOR UNDERMINING OR FABRIC. SEDIMENT SHALL BE REMOVED WHEN 17 THE PROPERTY. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SMALL � A�'� ENOUGH ALLOW"I MOST TO THE SUSPENDED 9gLg5 `l DETERIORATION OF ME THE LEVEL OF THE SEDIMENT DEPO9TON REACHES HALFWAY TO THE SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FE 171 ro SETTLE OUT. MAJOWAY EFFEcnVE LIFE Is TB MaVTHS 70 SE SEDYIEIIT eA9w: TOP OF THE BARRIERS. FEBRUARY TO CONSIST A 1N A41X OF ANNUAL RYGRASS AND CEREAL WINTER RYE, 7ENNPOPARv ®O TEMPORARY SLOPE DRAIN 3.15 2. ROCK CHECK DAMS WLL BE CHECKED REGULARLY FOR SEDIMENT OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE OR MAY THROUGH A TEMPORARY BARRIER OR DAM WIN CONTROLLED STOIHWAYER RELEASE STRUCTURES BUILDUP. WHEN SEDIMENT HAS REACHED HALFWAY UP THE UPSTREAM AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS 70 BE APPLIED AT RICH IS FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SON. ACROSS A SIDE, IT SHALL BE CLEANED OUT. 8OBS/10OSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY ARAWAGENAY. IT IS USED 70 DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE ARS45 O SAFETY FENCE 301 J. TEMPORARY SEDIMENT TRAPS WLL BE CHECKED REGULARLY FOR EROSION CONTROL INSPECTOR. 3 ACRES OR GREA M? FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOURS to SEDIMENT BUILDUP. WHEN THE SEDIMENT HAS ACCUMULATED TO ONE 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, SETTLE OUT. IT CAN BE CONSTRUCTED ONLY WHERE THERE IS SUFFICIENT SPACE AND HALF THE DESIGN VOLUME OF THE NET STORAGE IT SHALL BE REMOVED AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT APPRO IRM TE TOPOCR,AFWY MAMMON EFFEC77VE LIFE IS 18 MONTHS UNLESS! DESIGNED TEMPORARY RIGHT-OF-WAY 1I1 AND THE TRAP RESTORED TO ITS ORIGINAL VOLUME ® 9OLIN L. FERTILIZER BSII000SF; INCORPORATED TO THE TOP 4-6 INCHES OF SO ,S A PERMANENT POND BY A QUALIFIED PROFESSIONAL. DIY SAN SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT OUST PROTECMN: CTraMWA3ER RM-�F LSI ATTd11S MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACR£ AND CONSIST OF 7W INSTALLATION OF RPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW CONSTRUCTION OF THIS PROJECT WCL HAW AN EFFECT IN PEAK 95X KENTUCKY 31 OR TALL FESCUE AND 0-5X PERENNIAL RYGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 801.115/100SF. STORM DRAW OUTLETS TO REDUCE EROSION AND LANDER-GUrTNG FROM SCOURING AT RUN-OFF RATES DUE TO AN INCREASE IN OUAN77TY AND VELOCITY OF 774E RUN-OFF. THE IMPERIOUS AREA IS BEING INCREASED DUE TO ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL OU71£75 AND ITT REDUCE FLOW VELOCITIES BEFORE STORMWA PER ENTERS RECEIVING THE CON57RUC770N OF THE ROADS, POOL, AND PARKING LOT. HOWEVER, INSPECTOR. CHANNELS BELOW TESE QUIETS MUCH OF 714E RUN-OFF IS BEING DIVERTED TO AN EXISTING POND, 19. MAINTENANCE.' ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH "JUE /SUJET PROTECTION: W41CH WLL ASSIST IN DECREASING THE RUN-OFF VELOCITY FROM THE RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES /S TO BE A SEDIMENT FY TER LOCATED AT THE WLET TO STORM SODER CUL VENTS WICH PREVENTS PROJECT SITE THIS MEASURE WLL PR07ECT UCKWCHOLE CREEK BY REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WEEN 5OX OF THE SEDHENT FROM ENTERING ACCUMULATING N AND BEING TRANSFORM BY THE CULVERT. CONTAINING THE FIRST FLUSH. THE POND WLL FILTER AND DRAIN THE WET STORAGE VOLUME IS FILLED WTH SEDIMENT. ALL SEEDED AREAS ARE TO BE IT ALSO PROVIDES EROSION CONTROL AT CULVERTS DURING THE PHASE OF A PROECT RUN -RESEEDED HELP R Y THIS STTREAMS A REDUCED TOF WHEN NECESSARY TO ACHIEVE A GOOD STAND OF CRASS SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT WERE ELEVATIONS AND DRAINAGE PAnERNS ARE OHANCw(• CAUSING OPIGN,v. CONTROL FLOODING AND/OR DEGRADA77ONAT ALL 774E CONTRIOUEVENT T OA THE BE CLEANED AND REPAIRED IMMEDIATELY. IAEFtSIRES TO BE XAEFFECTME. PERMANENT STABIUZAnON PRO -RATA SHARE PROGRAM WILL ALSO BE MADE TO COMPENSATE FOR THE 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE SAFETY FENCE PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS RUN-OFF TO THE REGIONAL POND. REMOVED WININ 30 DAYS OF FINAL 9 T STABILIZATION, WHEN MEASURES ARE A PROTECTIVE BARRIER INSTALLED 70 RROH/BT ODESRABLE USE OF AN EROSION PER THE PERMANENT STABIL/ZA ION OF THIS EROSION & SEDIMENT NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL CONTROL MEASURE - INSPECTOR. CONTROL NARRAIVE AFTER CONSTRUCTION /S COMPLETED, ALL DISTURBED AREAS OF THE SITE WILL BE LIMED, FERIUZED, AND SEEDED AS PER CURRENT VDOT STANDARDS THIS SHALL CONSIST OF THE FOLLOWING,• TOPSOIL - 2' DEP774, LIME - 2 TONS/ACRE, FERIUZER - 600 LBS./ACRE OF 15-30-15 SEED - ERNST 5311 CONSERVA ION SEED MIX - ERNMX-114 (45 LBS/ACRE PENNLAI M CREEPING RED FESCUE, 375 LBS/ACRE ARGILE KENTUCKY BLUEGRASS 375 LBS/ACRE PARK KENTUCKY BLUEGRASS, 15 LBS/ACRE ANNUAL RYE-GRASS & 15 LBS/ACRE PLEASURE PERENNIAL AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WNL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC AT7EN71ON WILL BE GIVEN TO THE FOLLOWING I7EMS A. SEDIMENT BASINS ANO/OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER LMA/NAGE.. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SILT FENCE BARRIERS WLL BE CHECKED REGULARLY FOR UNDERMINING OR DE7ERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF WAY TO 774E TDP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. SOIL DEISCR_TPTION 25B -DYKE- SILT LOAM- 2X TO 7X SLOPES. THIS SOL IS DEEP, GENTLY SLOPING, WELL DRAINED SOL ON BROAD, CONVEX FOOT SLOPES AND COLLUVIAL FANS SLOPES ARE SMOOTH AND ABOUT 300 TO 1000 FEET LONG AREAS OF 77415 SOL ARE LONG AND WOE. THEY RANGE FROM 5 TO ABOUT 30 ACRES THE SURFACE LAYER OF THIS SOIL IS DARK REDDISH BROWN SLT LOAM ABOUT 8 INCHES THICK. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE. SURFACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE THIS SOL HAS GOOD TIL TH. 36C-HAYESNLLE-LOAM- 7X TO 0% SLOPES THIS SOL IS DEEP, WELL DRAINED, AND STRONGLY SLOPING. IT 15 ON NARROW CONVEX RIDGETOPS AND SIDE SLOPES SLOPES ARE SMOOTH AND ABOUT 200 TO 600 FEET LONG AREAS OF THIS SOL ARE LONG AND WNDING THEY RANGE FROM 5 TO ABOUT 50 ACRES THE SURFACE LAYER OF THE SOL IS BROWN AND STRONG BROWN ABOUT 7 INCHES THICK PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. THE SOIL HAS GOOD TLTH. 3703-HAYESNLLE-CLAY LOAM -15X TO 25X SLOPES SEVERELY ERCOED- THIS SOL IS DEEP, WELL DRAINED, AND MODERATELY STEEP. IT IS ON SIDE SLOPES THAT BORDER SMALL DRAWAGEWAYS. SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG AREAS OF THIS SOIL ARE LONG AND WNDING THEY RANCE FROM J TO ABOUT 20 ACRES. 2603 -DYKE-CLAY LOAM -7X TO 15X SLOPES SEVERELY ERODEDD, THIS DEEP STRONGLY SLOPING, WELL DRAINED SOIL IS ON CONVEX SIDE SLOPES OF COLLUVIAL FANS SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG AREAS OF THIS SOL ARE LONG AND NARROW. THEY RANGE FROM 5 TO ABOUT 30 ACRES. 2683 -DYKE- LOAM -7X TO 15X SLOPES SEVERELY ERODED. THIS DEEP SLOPING WELL DRAINED SOL IS ON CONVEX SDE SLOPES OF COLLUVIAL FANS. SLOPES ARE SMOOTH AND ABOUT 100 TO 300 FEET LONG. AREAS OF THIS SOL ARE LONG AND NARROW.. THEY RANGE FROM 2 TO ABOUT 20 ACRES. ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE &££DED WITH FAST GERMINA TNG TEMPORARY VEGETA ION IMMEDIATELY FOLLOWING GRADING SELECTION OF 7HE SEED MNX7URE WILL DEPEND ON THE TIME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. PLANTS SHOULD BE SELECTED APPROPRIATE TO THE SEASON AND S17E COND1IONS FROM TABLES 3.318 AND 3.31C. N07E 774AT TABLE 3.31B PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF 97E CONDITIONS' TABLE 3.31C PRESENTS MORE IN-DEPTH INFORMATION ON THE PLANT MATERIALS. TAns 33M,A Lain ROQDIt plasm IDR T11111PORARY OM RWoumnVwWsd ApplicWtbn pB TAM loA�OI1BIOl1SmIRHON beNM 41 3 mm pm Nae 4.2 IP S3 2 mtr per Mx 52 a 6 1 on per Hae THE PURPOSE OF THE LAND 00STURONG AC77WTY /S TO CREATE POOL SITE PARKING LOT, AND ROADS CONNECTING THE POOL TO £)a57WG ROADS WIHIN 174E DEVELOPMENT THE TOTAL AREA TO BE DfSWSFD WIN THIS PHASE OF THE DEVELOPMENT IS 21.5 ACRES EXISTING SITE CQV&77ONS, AT PRESENT, THE MAJORITY OF THIS SITE IS AN OPEN GRASS FIELD WTH NO VEGETATION. THE SITE SLOPES OFF TO THE NORTH TOWARD LICKINGHOLE GREEK. THE EXISTING 97F IS EAST OF OLD TRAIL DRIVE; AND MOST OF THE DRAINAGE FROM THE SITE DRAWS TO UCKWGHOLE GREEK. THE PROJECT SITE IS NOT WT IN THE FLOODPLAIN, BUT IS ADJACENT TO THE FLOODPLAIN AND STREAM BUFFER. ADJACENT AREAS THIS SITE IS BORDERED BY FUTURE OLD TRAIL DEVELOPMENT TO THE SOUTH. OLD TRAIL DRIVE TO THE NEST, FUTURE OLD TRAIL DEVELOPMENT TO THE EAST, AND LK70NOYOLE GREEK TO THE NORTH (FUTURE LOCATION OF OLD TRAIL PARK). THE UNDEVELOPED RESIDENTIAL TRACTS ARE UPSTREAM OF THIS PROPERTY. EROSION CONTROL MEASURES SUCH AS SEDIMENT TRAPS SILT FENCES AND DIVERSION DIKES SHALL BE UTILIZED TO CONTAIN THE LAND DISTURBANCE ACTIVITY AND PROTECT LICKINGHOLE CREEK. OFFSITE LAND DISTURBANQL NO OFFSITE LAND DISTURBANCE IS PROPOSED. ALL LAND DISTURBANCE 1S TO OCCUR WTHIN THE UM17S or DISTURBANCE AS SHOW CN71041 ARFAC• THIS SITE IS ADJACENT AND UPSTREAM OF THE FLOCGPLAW ASSOCIATED WTH LICKINGHOLE CREEK AND WETLANDS LOCATED NEAR LICKINGHOLE CREEK SPECIAL ATIEN77ON SHALL BE GIVEN TO THESE AREAS DURING THE FILLING AND GRADING OPERATIONS TO ENSURE RUN-OFF FROM THE CONSTRUCTION ACTIVITIES DOES NOT IMPACT THE FLOODPLAIN, WETLANDS OR DOWNHILL STREAMS SEQUENCE AE MYS7RUC77ON 1. NOTIFY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT 70 SCHEDULE A PRE-CONSTRUCRON MELTING AS REOOARED. 2 FLAG THE LIMITS OF DISTURBANCE THE FLOODPLAIN, STREAM BUFFERS AND WETLANDS UM17S ALL WETLANDS ARE TO REMAIN. THERE SHALL BE NO IMPACTS TO THE WETLANDS AND FLOOOPLAIN, 3. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONS7RUCTIDN PROCESS W7HOUT THE APPROVAL FROM THE INSPECTOR ON 'THE PROJECT. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR 70 OR AS 774E FIRST STEP IN CLEARING 4. INSTALL THE PAVED CONSTRUCTION ENTRANCE AND WASH RACK LOCATED OFF THE SECOND TRAFFIC CIRCLE AS SHOWN ON THE PIANS CONSTRUCTION ENTRANCES WHERE CONSTRUCTION VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (V£FKCULAR) TRACKING ONTO THE PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. IMS PROVISION SHALL APPLY 70 INDIVIDUAL SUBDIVISION LOTS AS WELL AS 70 LARGER LAND DISTURBING ACT1,171M THIS CONSTRUCTION ENTRANCE SHALL REMAIN OPERA77ONAL AT ALL TIMES DURING THE CONSTRUCTION AC77V1TY. BARRICADES ARE TO BE INSTALLED ACROSS THE INTERSECTIONS OF THE PROPOSED ROADS WTH OLD TRAIL DRIVE. S EXTEND THE EMSTNG 42" PIPE AS SHOWN ON THE SITE PLAN PIPE EXTENSION MUST BE COMPLETED PRIOR TO ANY OTHER LAND DISTURBING ACTIVITY. INSTALL THE ANNUAL CONSTRUCTION MEASURES AS SHOWN ON THE PHASE I EROSION CONTROL PLAN THIS INCLUDES SEDIMENT BASINS 1 AND 2 AND THE SEDIMENT TRAP SOUTH OF THE CNSIRUC77ON ENTRANCE. ALSO, INSTALL TEMPORARY DIVERSION DIKES AND SILT FENCES AS SHOWN ON THE PHASE I PLAN. THE SEDIMENT BASINS AND SEDIMENT TRAP SHALL BE UTILIZED THROUGHOUT PHASE I & If THROUGH THE DURATION OF THE GRADING OF THE PROPERTY. DIVERSION DIKES AND STORM SEWER BOTH PERMANENT & TEMPORARY SHALL BE USED TO DIVERT RUN-OFF INTO THE TRAPS ENSURE POSITIVE DRAINAGE ALONG THE DIVERSION DIKES IN THE DIRECTION AS SHOWN ON THE EROSION CONTROL PLAN. SEDIMENT BASIN /1 WILL BE MODIFIED W PHASE 11 WTH THE GRADING OF MARLEBECK DRIVE SILT FENCE WILL HELP FILTER ANY SEDIMENT LADEN RUN-OFF THAT DOES NOT MAKE IT INTO A TRAP OR BASIN ADDITIONALLY, 9LT FENCE WILL BE USED AS SHOWN ALONG OD TRAIL DRIVE TO PROHIBIT RUN-OFF FROM REACHING THE ADJACENT PROPERTY OWNERS WNOUT BONG TREATED. SEDIMENT BASINS AND TRAPS PERIMETER OIKES, SEDIMENT BARRIERS AND OTTER MEASURES INTENDED TO 7RAP SEDIMENT BULL BE CONSTRUCTED AS A FIRST STEP WIN ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 6. IN AD0177ON TO ENSURING THAT THE PAVED CONSTRUCTION ENTRANCE AND PERIMETER CONTROLS ARE INSTALLED, INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON THE PHASE 1 EROSION CONTROL PLAN THE CONTRACTOR /S RESPONSIBLE FOR INSTALLA17ON OF ANY ADD117YONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7 ONCE ALL THE EROSION CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ON THE PHASE I EROSION CONTROL PLAN AND THE COUNTY INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES THE CONTRACTOR CAN CLEAR AND GRADE THE SITE STABIUZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS DIKES AND &VERSIONS IMMEDIATELY AFTER INSTALLATIONN, S. ROUGH GRADE THE S17E TO THE CONTOURS AS SHOWN ON PHASE If OF THE EROSION CONTROL PLAN. 9. IN ADDITION, SPECIAL CARE SHOULD BE GIVEN TO ANY GRADING ACUITY NEAR EXISTING ROADS AND UPSTREAM OF LICKINGHOLE CREEK, THE FLOQOPLAIN, AND THE WETLANDS 10 GRADE OUT THE REMAINDER OF THE SITE AND GRADE THE ROADS AS SHOWN ON THE PHASE 11 £BOSON CONTROL PLAN. INSTALL THE REMAWWG SICRM SE VIER FOR THE PROJECT, USING INTERMEDIATE INLET PROTECTION TO PROTECT THE END OF THE PIPES INSTALL OUTLET PROTECTION AS SHOWN ON TIE PLANS INSTALL TEMPORARY SLOPE DRAW AND GRADE THE TEMPORARY ESC DITCH AS SHOW ON THE PHASE lI PLANS INSTALL TEMPORARY PIPE FROM STORM STRUCTURE 6 TO 5ECIMENT BASH I. 11. FINE GRADE_ INSTALL CURB & GURM INSTALL SIDEWALKS SEED, AND FERTILIZE THE DENUDED AREAS INSTALL INLETS AND INSTALL INLET PROTECTION AS SHOWN ON THE PLANS 12. PERMANENT OR TEMPORARY SOL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WTHW SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS INAT MAY NOT BE AT FINAL GRADE BUT WNL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS PERMANENT STABIIZA77OV S1NALL BE APPLIED 70 AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. IJ INSTALL S70NE BASE AND PAW THE PARKING LOT AND ROADS 14. ONCE THE SITE IS STA8II2ED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE THE EROSION CONTROL MEASURES NO ITEM SHALL LE REMOVED UNLESS THE UPSTREAM AREAS ARE STABILIZED AND THE COUNTY INSPECTOR GIVES PERMISSION. SEDIMENT BASINS CAN ONLY TEN BE CLEANED AND REMOVED. M MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED /N THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. REMOVING ONLY WHEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE WPI THE VIRGNU EROSION AND SEDIMENT CONTROL HANDBOOK THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASI/RES PERIODICALLY AND AFTER EACH RUN -OF -PRODUCING RAINFALL £VENT. ANY NECESSARY REPAIRS OR CLEANUP 70 MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WTHIN 30 DAYS AFTER FINAL SITE STABIUZA 7104 OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEMENT AND THE DISTURBED SOL AREAS RESUL TNG FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTA TICK, L,ic. No. 035791 �' 6 o - bt Lu Z W W tn z P -I M M CN N 4 3 4 Z W H O O CL co U O C13 Q�1 �G 0 O g A Z a 6 L W FL n 0 02006SCALE FERTILIZER SHALL BE APPLIED AS 600 LBS/ACRE OF 10-20-10 101111111111 TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO SQ. FT.) OR EQUIVALENT NUTRIENTS. LIME AND (14 LBSE1R GERMINATE AND GROW. SEEDBED PREPARATION IS ESSENTIAL. FER7NJZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 SH AN EVALUATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY INCHES OF THE SOIL lF POSSIBLE. mi FOR TEMPORARY SEEDING. TABLE 3.31A MAY BE USED TO DETERMINE THE o SHEET No. ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RAPES IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO o FURTHER ROUGHENING IS REQUIRED. WHEN 774E AREA IS COMPACTED, CRUSTED, OR HARDENED, THE SOL SHALL BE mi TYLE M4 LOOSENED BY DISCINS RAKING, HARROWING OR OTHER ACCEPTABLE MEANS TRACKING WITH BULLDOZER CLEATS IS ACCXFUWX NO°H•���~'�M1q MOST EFTECIVE ON SANDY SOILS. THIS PRACTICE OFTEN CAUSES 0 IQUKX �ORMCE ICH ALL H[YIOTa, UNDUE COMPAC770M OF THE SOL SURFACE, ESPECIALLY IN CLAYEY SOLS AND DOES NOT AID PLANT GROWTH AS MIP` lfltlolBBVmA 9ilILiO lllah®7 EFFECTIVELY AS 0774ER METHODS OF SURFACE ROUGHENING. SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, Sept l - I§M 15 50150 Ma DRILL, CUL 77PACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1} INCHES DEEP. SMALL M 50. Is SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED cAV.I fWArPQ LIHc NO MORE THAN 4 INCH DEEP. 07HER GRASSES AND LEGUMES SHOULD BE PLANTED FROM i INCH TO i DEEP. Fa416-M-PA wm.L t>YM� fo-l// SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT LaiaaYLHIo�1 AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, SID. & SPEC. J35, EXCEPT THAT HYDRONULCHES MDI 1 -,ANI 11 111bt % (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE. S7RAW (sad"111111) MULCH SHOULD BE USED DURING THESE PERIODS AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE -SEEDED AS SOON AS I0'¢' V.law SUCH AREAS ARE IDENTIFIED. P -I M M CN N 4 3 4 Z W H O O CL co U O C13 Q�1 �G 0 O g A Z a 6 L W FL n 0 02006SCALE g a «S c P N/A o SHEET No. a 8 ESC -1 o F * .06 � / _­_ — --- - .----.,---- - 11 r A 0 1 - ,,, .1 I-- - _ - --.--,- ___ - ­­ ___ .-- -- 7, -- � - �l_.- 1�' -- (_� � , ,---," �l > I - I "I ,— — ", , z - I I " / "I 1_� ., _ I /'. I '' I I I . - I __ -Z . � NOTES: , , - , i-,-, - - - 11 , " - - U 11, /, , , I, / I 1� - �- _� -­ - -, � _1 1, I " I ­ - I 1 " - * _ ,�_ �_ "I "."4,1 1 1 "I I : I - -, . - , , - "I -) , / _ N\ � __ _­­ -, \ ., � ­___ �/ 11 I ­ - � �"11-1--o-V I I . - - - I - I 1, . I I - - - , , , ­ - - - - ­ - 1. THERE IS NO TREE CLEARING ASSOCIATED WITH THIS PROJECT. IT - , I I I - I I __ ____ I I THE LIMITS OF DISTURBANCE FROM THIS SECTION ONLY INCLUDES - k � I _C� � -,/ �4 ,� 1-1--, , \, I , -,, ,,�­l ,_11_,� ,/11 // -, POOL -W1 RIGID ­- '. _­ I I I ,-I- �. - I I I -.-o� 'l/ - . -1 I- ­ I -- -- . Ooh - - - � PLUNGE, - ­ I I - - . � ... ___ - ­ - 3� -1 I I 1, 1, , I " / ,� \ I , I __� - kt) - -_ " 1, '_ . " - - __ ­ - OPEN FARM LAND. THE TOTAL LIMITS OF DISTURBANCE IS 12.79 AC. :t il� / / -,,,-- - , -� ", S� -�, _� � , LIWPL SPREADER _ I - ., , ­� �, - --- -, � I -,- --- - --- � -_ _ __ - �p_ (" PLUNGE POOL W/ LEVEL �, - ___\ � \ I — — __ __ I - I— _� / - , _1� .� \ , /. � ­�­. 0- / -I,-- " __ __7 �- _____, --,el ­ - __ ­ _'l ­ -1 I 1� I __ _­ 2. CONTRACTOR TO NOTE AND FLAG LOCATION OF FLOOD PLAIN ,, - . _ -,V , I " \ IL, T_ _' __' 0. ­ -- _.�­/ �f� -_ , , . � I 11 _'� I/ \ � SE . , :��,,� - � -- C - /' / E IL, THIS SHEET , - .�' - I I -_ '.I ;0 SPREADER DETAIL - . -I- �� %, ­ I l\ � \ / . _ a 1_' ­ -, ", - I ,-, 'e - I I - " , I - - , - " I - __ - I AND WETLANDS. FILLING OR CONSTRUCTION ACTIVITY MAY NOT SCO R. COWNS�Z % V _% ­ 1, I "I / I I - I I - " � , 0 - _11_?,� _/y ", � I "I / , ? � , � '6�) LENCT"l-1, 0 , I /I " , 1_� , , , 1, I - -_ - "I _" I.- :�-�k_ -- \ > 1� I , I 1- 11 . , I z I . � - _� :jz -If )I-) -Cy"/ ,4 �, - - 1 -'7)" - - � � ,/. /I "I" I -11'.."'f", . I , / / '-- .- I " __ - � - "' - -, - - - - OCCUR WITHIN THE LIMITS OF THE FLOODPLAIN. CONSTRUCTION 0 ` 0- (-I , I %% - 11 \ - — I 1\ -, / j I I 1 *%.� 1 1 1-1 , 6511 -,,, . 1, / . - I I I- __ I .1 U Vic. No. 035791.b. W� < �, __­ � z \_./ 1, ­--,,,_,�� � � / / " - 1, // - -,, _,, � � - ro�,15 � - - - : - U �) " - - I , \1 "I I 1, 11 .. -_ - , I __ -9, � r I / - I I',' ,- , 11 , ­ ACTIVITY WITHIN THE STREAM BUFFER SHALL BE LIMITED TO THE " I � A , / , I / r , -4 k-� " . , , ..- "I'll / ''I I � I ­­@ "I I � / I I 1, I ­ - /I "I / I 11 -_ � 1, / .1 I ­ ­ , I _Z '_�l , 5 z , __ I / ,, I \ " - � - , - 4 " 654 - - ,, - _-1 SEWER TIE-IN. NO OTHER ACTIVITY 15 ALLOWED WITHIN THE STREAM & -to -06 I � Ile , , 2S , � - - ____ __,z -1 I ' a / / 1\ I -1 I - I 1� VDOT STD. - � I------- \1 / � " I- / ; - / I ,� I ,11 __ __ - - I �EL I -1 � 1, 1, - /I � I I I 11 '.� I I - ,� 1. - .- I- ". " BUFFER. - . 8 PD LEV& 11) x /__ "C' . \ / � \ / , / , -, / / I '.1 �l .­ " - , '_2ADt,R tp' , 11 I ­ I I/ 1, I / ­ -, --- _ 3. SEE SHEET ESC -4 FOR DETAILS ON THE SEDIMENT BASINS. - IONAL " ') I , /, ,e�_ // / , . 0 S P/) I " b,5t' ,� I I I / 11 " / I - ,� /� � I / " / " , , 11 _. I 11 11 ___ I . . , SPREADUt / -,-\-,\,J- I I I I I ,�/ ,� ,< _\ / / I � I " / 1. . - f -l- 1\ l_v I I 1 0 ,_ I I " " / , , , " 660 - - - I., / '. I / , / / I Q( - __ -1 ,- - 11 - - - ­_ - ­ , -.-- ___ ­ 1-1 11 - — __ — _. __ / / / ,� J .d-- 'L_ / / / ,/ 0 1 . / I I I . I — -1 4.00- 1 )I __.___ _ � _( ), � ,- , / I 11 l/ - " � . I 1, - / I I I / I- - -- -- ,- ­ � -- — -_ .- / / � - - ___ , , ( \ 1- / I/ I " 6 I /,,"RE ' I � i ,l I- -1 ­ --- -_ -_ ! ! 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I/ 14E�, 'l/ ", "I _�_ - __ , X/I � *_ " x /�l I -1 \ \ / "" I ­/;,�,:,�' I " I I I I Vio4:2.09 fps,, ' ` I I,- - ____ __ 1. -_ - - I , 11 I/ / /A ;*." / ,/01 I 1, , Z - \ 11 I ­_ 1, --- - ­ - EA1.01y :� - 'I I/ " � I/ I /, I � , I I I I I 1 166* 1� \ I " / I ,/ � , �, , ,­' - ­ __ _; - - . - --- �, I - /) . 11 /I , ,� . � ( \ , 6 . _�1�11 11"Z I / I SAFETY FENCE /I , / / I "I. -1 __� , -_ - 2.50' o0l EXIS71NG " // . ­ - 11 , � ?1( 1\ - ll�� I I I I 1�, 1, / / " / / / I I - - . 2. 1 i T � ­ - ." /� ., �- 1 A� ,-�,­Z­/ Y 1 6-70 --- � 11 I - ­ I_ --- \ " GROUND / - -- -- - ­ -- -- - i / I i " ­ - , I � I / I 11 /I / I 1, I I X � I _ ) I _( 16 , , ­ I ­ - � . -Z -_� ; ; ", , . LIMITS 'OF DISTURBANCE ­_ , � --- " x - - �� �\ I / / - .1 �l 4. � , ,,�. "I I /. I 1 / ". / .1 . ; " /111_ -_ I - -_ - -- -_ . -_ . --- \ I I APPROACH 15.0' 10.0, / � 1, \ � � DATION OF 100 YR FLOOOPLW,,,\_,��,�/z . -1 ,;-,, 1. � I . I / I I -, ­ -_ . -_ - 1\ ,-- 5.0 1 VADTH-2V I/ �_____ / , 1 __4 �; \ I � 1. 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I WL4 \ _ - __ / __ L I __ 1-1 __ ­ __ . !- .-< iii - - - - - � I - - I I - � W- � . — 1 2 _ \ _. . ---- - 11 I ,- _�-z' , -1 �_ __ I - < - - �- � , "I \ - - .- ,,� - . I I � � � �_, I � I --­ / , i � �- . - , , � . , \� /�/ __ - - � 1-1 � TOP OF BOX -693.94 . __ .- __ - - .1 - . _ _., __ - - - W , ___ :-_:_ � . t\ _ I_\\�, I I It. ll� , I ­ - — — - I / �/ t " I "I. ,� ! I � . i i \ 1, I \, 1 - - �\\\' \ I . - _ � I � \ __ �� I\+'�'( � � , \ � �l \ I , , I I \,� ,\ \\ \- -777 /� " , - 0 - - - ___ I � � � - I \ : i I, \ L 1, I k `; ! N 11, I \ \ .\� - ­ �� .j I\ " - \ ,J� � � � 1 � � r��_ it R �p � /" It \ I , F li , � ,--- __ I I � � I �0 , \ � ; I 1\ I 11 t 00 I I I" I \ \ I 0 0%� LIMV OF DISjjJRBANCE V�)\')lll - - 0 I -� �--o� ,� � � : IT � ., I �.L I � I , I � �1, i ,_ � � \ / . � I / i 1, \\ L �l ' ). "', . �� 0 0 0 ., - ! i 1, , \ ./ I , �, I I , \ 00 \ I, \_� i L , . I �! , I 11 I I � ; I � I \\ \ . \ . -.,-- � ( I , r i I I 1� I 'll , \___.., -1, '\ I � I � i � . \ I I I � . i 'Uil 1� I __ % \ '\ � I I � I I � I '. - I I , "­ ___ _­­ \ . i I / : � I I \ L I 1,111 0 I I Ili " I __ - ­ -1- L L, " -I- I i ! \ I I � ­ ' u Lu , \l, ) I . I , \ � I L I L I I I / 11 . i � 'L I I I , I I � : ,,, I , - - - __ -,- __ 0 1 1 1 ___� - - - __ - - - --- --- -__1 \ I � I 11 I . I- I - __ - ___ - ___ ,--- ____ ___ __­ I— __ _ __ ­ - --- -- -_ - __ -, 'L b ,� - ___ - - - - - , I ui i __,\, � I I I , , / J, . I I z - I ru I \ 1, \ `� _- - �l, - � I I �; � . � I'L\ � I I I I I ! L . � i I I z �l - 11 , \ � 3: i I z I I \\'_­­ ___t � 11 1, i 11 , � I ; I I / " " I L \\ (A I \ \1-1. ­_­ � , I � I I / , / I . 11 " 11 LEGEND 108 NO. I I --, 'I' l I ­ I I . / , GRAPHIC SCALEL, 02006 1�_ - 11 � . i \ , , , , 50 , 0 , 25 ' 50 100 I 2W .1 I_ __ ___ 1. \ \ � 1, ; / . SEDIMENT TRAP DRAINAGE AREA m = = = = m m a I , - I \___\, 1 � " � L L / � I , / I , I I I I I 11 - - '—.-----" :1 I I I I I I . ) 11 I ­_ .__ ­ SCALE I . I =--- - I I z 1, LIMITS OF DISTURBANCE " I 1, '\\, � \ '. " 11 I I � ­ . I , I / 11 ­­ I � ­_`�__ Ll I LAIIIIIII-J!" .i ,. 1 = 50 '\I- __I , I i � � i I / I (_ I � I . - '� ____ - - - I ! � � � " I I _� �' . ( IN FEET ) / . L,, — — — \--I- __ 1, � � I \ I I / _1 / I SOILS LINE I\ ----. I \ � I "I I ��1I _./_,-��­­'_�, --, " -, I,- . I I 11 I inch = 50 ft. .1 It SHEET NO. - - I \ I , f I I . f z __ � SOILS NUMBER ��� ESC -2 - - ,, \_ I I I I � - LL " \ I " Sower. Va. DIM and Kr- MminiNdANOM I ,-----.- \ \ I I __ ___ — _� I I � I I � I I - . Pkas 321-2 k \ \ \1 11 " \ 1 - __ I I . . v 5r1 , - - / \ Y ' \r`- Z f - /-- - _� - NOTES: 1. THERE IS NO TREE CLEARING ASSOCIATED WITH THIS PROJECT. o ,. - -T°,p� 7� / _ - - THE LIMITS OF DISTURBANCE FROM THIS SECTION ONLY INCLUDES �F f \ pp / - ' ,, ,/6 - - - OPEN FARM LAND. THE TOTAL LIMITS OF DISTURBANCE IS 12.79 AC. t'l \ 2. CONTRACTOR TO NOTE AND FLAG LOCATION OF FLOOD PLAIN T / - - _ AND WETLANDS. FILLING OR CONSTRUCTION ACTIVITY MAY NOT // ®pr----�I B5' TT R COLLINs% �, .%i a o OCCUR WITHIN THE LIMITS OF THE FLOODPLAIN. CONSTRUCTION O «-. -. \ - %� gR�ppEjt`�' ACTIVITY WITHIN THE STREAM BUFFER SHALL BE LIMITED TO THE 'c. o. 035791a , p 665 s E o b'* SEWER TIE—IN. NO OTHER ACTIVITY IS ALLOWED WITHIN THE STREAM q Q ®® ----------LOCATION _ OF STREAM IbUFFER - BUFFER. �� 6 • 1 8 ��+��i4 ^0� . SEE T ESC-4 FOR DETAILS ON THE SEDIMENT BASINS. ``9 RE 1° stoxel �e ° SF W/ . / : 1 \ 4 2 / 0. - - ._sAFETYtJGg o � E / 670 / &N , - / \ EXISTING WETLANDS. - - �/ ... - - / / - _ �- - \. - -. !- 1'O...RE .AIN.. cl) m... OO. O ®.-i '.. - - _.. � - / / �-. -.;.,� e.e .. LOC OF 100 YR FLOODPLAIN, ' / 1 /�/' _ _- �. � � , " � F8S \ �� . \ 61 , " �, s z .. ,. \ �� O J f. F. TURBAN ® / ° 00'0 O' SILT Yl E `t J Z \ae / \ Z \ \ O P h I ,1 o l , �a \; ui ® �. �, DD P� SEDIk1 NT, BASIN'#2' _,oma, I I \ N / / IP 1 Q.A. 2.05 AC... i , , d I n S O �� W/ WIRE I e ® _ v SI T FENCE, r � aft !\ a' _ CLASS 1 RIRRAP ENERGY : IF I ". 1 N$40',' r? e? e b I SKATER OUTFALL i '� - � P ' � B� , L=20', W=12% D=2' �� `•� Ip q 'i/ 9 � .. J ' 1 I No 69 1\ sERVAnGN _ p \ AR A YI: SAFETY FENT S O\ W/ "RE SILT FEN / 1 lJ 1 ®' \ l S p / ( ) / AI Z O ` i ''I { ^ LOCATION OF. PROPOSED / I I , _00 ... LL - TS P ;I I ' �',I N g STOCK PILE., NOTE: STOCK AfnL, . _ ,y� �ILE TO BE. ENCLOSED Wlhf'I I _ - - - _ O o i 1� I I g `S14/f FENCE AT ALL TIMES +'� `.� W N '' i -. v y O / ,& -0 0. 10 ' B� moo-- — _ _ W SIG 7 ®e,.® f r SIGN i 1 ,•. A INIMUM OFA 12'X70' CONSTRUCi10N- (•) ANCE SHALL BE INSTALLED. THE _ 1 : / 1> H .. y .a - 11 .1 J - 1 I E ANC SHALL DRAIN TO SEDIMENT / EXISTING STORM P _- - BLOCK 1 .a SEWER OUT\ I 1 .� ' / PS 1 I I :1 oe E P > o ' i ' S6 ®:® . ° E 1\ w , I� .• � '� `, 3 IMEN'� ° SDI B NSP .- 51 J H P I o o , - . EXISTING POND .DOUBLE .CULVERT _ = - _ I .-. � D A AC. I LLI OUTFALL PIPE§. :_ _. _ "- - - _ _ -- -- _ _ -- -_ IP' _ - - ," $ PARKING AND STAGING' _ r.I I� I I I t n O - V _ - - �, Vi DO 11 Z Q I ° r q J \\ z / . di IP - / \ ---- ---_------- _ U - > - E4G ISCLTBALL tn ...... LT. L TRATE. DRIVE RUNE N ]EXISTING _ I I P =;: I. COO . a2 WATERLINE E ALONG OLD -� \ - ----1� _ --- - _ I J " TBom RAIL DRRISHAl11 BE5 ORTO L S 1 BARRICADED' I \,_ \\ \ VITIES. ALL EXIT THE SITE THROUGH THE - — — — — C LA S I RAP LIMITS OF DISTURBANCE , CONSTRUCDURING OTONTRAF,i}lC TSTRUCTION �nENIER AND I \ \. j� -T� E%_ TH GEO-FABIPIC y W=20', I CONSTRUCTION ENTRANCE. U DE LAYMENT I III 0 00 \ 1 p LJ:W_ILu_W - - - I I I &APHIC S(�i\ALE - \-- / / n W I FfFNfI JOB No. I � 02006 SEDIMENT BASIN DRAINAGE AREA ■ ■ i ' t''' '�ss...�' / : LIMITS OF DISTURBANCE I = SOS i I ET) -- A 0 __ - — — — — 5H. \ � ` 1 t(fI \ SOILS LINE _I , % , / SNIT NO. SOILS NUMBER 36C ESC-3 P" b,�.ae was (acres) 413 5.87 ores: (wing 7 waaar wastes) Teal Lbs. 5K Are elation (1) o nlar sae (M wlwn(CY) 656.00 1228.0 0 658.00 19820 3,180 660.00 7994.0 8,027 662.00 3954.0 14,848 664.00 5146.0 23,922 666.00 6438.0 35,482 A atamps rsaise (cy) (67'DA) -MV 011 elaWlm (A) A storage prodded st 11Aa surWean (cy) stable Wduree berms CIMMA Icy) P3'DA) ran 41e016011 (t) 110100=rrl Cleao(MA to sense (R) Q 1) / stamps: / stamp mead (cry) (BrDA) n iple spYfamy coast M / stype podded at the Wa6011 (Cy) melt Of dWAVM q rNcs (In) melr of Imaae hAAp (at) (018c"2') we.. (Use 0.45 for bre ease) (min) yr 4.1 O 2yr Syr 6.0 O 25yr woe spillrMy: a" head (2) mor oar (at) Murry Capacity. op (cis) meter trash ruck (in) rest Wath (t) ad on barrel tl/arpn enlbremrd (t) SAFE# FENCE 393 680.76 383 194 am 1.9 393 883.4 787.0 3.0 5.0 0.45 10 10.83 17.43 1.0 30 23.0 42 44 8.4 TAM" 3." 413 WM SFWI IC SUDING MDIMM FOR p®MON! AW Teal Lbs. 5K Are - Coom erdd or ReaMential 175-288 lbs. - Kenhrky 31 or Turf -Type Tall Fesar 95.100% - lopmrd Paremisl RyeBrm "% - Kentucky g1wQ.r 0.5-% HWLMUAOKOJAM 200.290 bL - Kentucky 31 or Taff -Type TW Fescue Genal Skye 13:1 len) 10091, or - Kentucky 31 Fesare 128 lbs. - Red Top Gros 2 bL - Seooml Nuns Cmp • SI-bl W N 130 lbs. - Kentucky 31 Focus 106 lbs. - Red Top Gro 2 lot - Seasonal None Crop ` 211 bs. ClorooWeldl ` upabown face slope: 658.00 9780.0 _zI.hL 13011s. ' Use seasonal safe crop In wocniance With seeding dates as tuned below. Febmoy 16th through April ...................... Mold Rye May lit tbMUgb Mart 15th ..................... Fodall MIDat Angwt 16th through October ...................... An" Rye November through Febmty 15th ................... Winn Rye 00 Substitute Soiaa Impatient for CzaWnrtch ase of Farteville, Va. (May dwoogb Sep sudw we hulled Sencea, all oder pariok vac uobWW Sericm} HFlatpea is land in )ieu df C wnvetd4 increase not WV ft/=L Ali kilaw med moa be properlyImaLted. weeping tmvegr s may be added to any slow r lra-nrlelemme ora during Woof fading nixes. prbb; add 10.20 lot/era in '=�:a:a aew�rav deep Noll eWr top Ofdom (k) tap VAM of dem (t) Dalian of Iarat (A) won" face slops: dosartry am face slops: bases: WVM dhow, L (R) e/ecthm Width, We (2) L I We (bases ceased 5> 2) Comm: dWM of aser at spMally Mat (t) slopedlpab", face(Z1) slope of hsrst (Sb) wvm of at annealed zone (Ls) aemrpency spniwy: r4. copctly (O25 Op) (cos) bottrn V M (t) slope deret a/earalst (8/11) tni erarl leplh oat clue. (t) west of sptkaey (t) OU YL S6� '55=1, I� 884.4 MA 8.0 856.0 04),37 2:1 2:1 res 72 48M 1.07 yes 7.41 2 0.50% 45.38 2 4.324.3 NO we Na Na WE Na PROTECTI ftlb 15: SeclinMrt Bain daipr, (spec 3.14) IedleneW Mein 2 Design 413 design W vtir 553.24 0 turns s (ams) 5.15 tap at sem (R) seat Wekrrrs: (using 7 oon1w Nasrrft) 856.0 sWetlan O0 oontar was (50 %ekaWcv) .. 646.00 1859.0 0 _ 648.00 2873.0 4,695 �. .�. 650.00 4075.0 11361 W N 652.00 5303.0 2OA60 ' o •masa 654.00 6709.0 32,843 656.00 8194.0 47,721 upabown face slope: 658.00 9780.0 65,671 aA stamps at stamps oeaead (cy) (07'DA) 413 design W vtir 553.24 0 Ieaalr" arlsce steWmlion (t) 550.00 tap at sem (R) W S Y 0 856.0 let stamp F I I I at this slarim (cy) 413 tap wIM of dam (t) 8.0 NOa means baby creams (ay) 03 -DA) 207 bottrn d basin (t) K u n 648.0 W N loan . at ....n, R) 548.28 mpptux. Dolton dh m lam: 111),23' N Nlrca Som cleaved to rtgca O0 (' 1) 1.62 upabown face slope: 2:1 680 PROPOSED doanstmam face slope: 2:1 TR. fy straw. M stonhps raaead (Cy) M7 A) 413 oases: NO racipfa spea y cnmt (t) 052.24 length dw opt, L (t) 101 ri stype prodded M Ob OFAMM (q) 825 ell"M Width, We (t) 5470 1=rneA ddawalaMp tMcs (In) 3.0 L I We (bases masse W> 2) 1.96 lasa6a of sadist h"q (in) (w4cs•2) 5.0 cases: ym calor.. d110 dWaWr sl epseey asset (t) 5.24 (use 0.45 for ban MM) 0.45 slope d umbers face (L1) 2 (min) f0 slops ofbwel(Sb) 0.50% 2yr 4.1 O 2yr 11.37 Ir19th of Demi In sabunded zone (Ls) 38.19 25yr 8.0 O 25yr 18.30 manner Callas enaea0 2 dYnelsbn d colts 3.923.9 � aper: W.ww taro (R) 1.0 artrhpecy spMaey: No Asrlslr new M) 30 Hared cepecty (025�0p) (cfa) Na 0" caPncl . Op left) 32.5 bottom Wddth (t) Na Wrier buh rack On) 42 slope as mint cheaW Will Na most lapin (t) 60 maanea Wlplb oat cllsraW (R) Na and on bust Oaahpn and meta at (R) 3.0 crest of spit" (t) Na LEVEL SPREADER FETY FENCE 6I6 _ 632\ 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE MARE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE TRENCH UPSLOPE ALONG THE UNE THE 1WRE FENCE AND EXTEND £XCAVA IED SOIL OF POSTS IT INTO THE TRENCH. j i �] -- A40 FLbw_ r 4 DD TEMPORARY DIVERSION DIKE Compacted Soft INon-R,odabls Inner IB' min. / 90RRC8: VA DSWC CON 21 4.5' min. PLATE 3.08-1 FLOW £X7ENSION OF FABRIC AND IWRE INTO THE TRENCH. ATTACH EnL IER TO STAKES OF EXTEND IT INTO EXCAVA OACKRI COVPA(( (E MIN. I"=20' �6 S!g BARREL RISER A� COMY CONM R117RE Am N M � laltrt theses ME aim=" stages On 71 tMf r.araaasemea ! ar FMWT J::7 L ft sea. 21- 4u arch • ga(� FILL or tr a< 114off 0a . 71 UM I� A Ira MIN sea r P M �s1Mo M ArraastMi M I1! CS�ANt� TNI LIIIw NIR a•[ IQf GRAPHIC SCALE 3J 0 10 20 w e0 ( IN FEET ) 1 inch = 20 ft. 2'x4' WOODEN FRAME 1.5' MAX. 1 "=20' DROP INLET W THTH ORA 7E �IIII^- FRAME �{ 3' MIN. `7 HER U EXCESS AT CORNERS PERSPEC77VE NEWS � ELE�AA AMI #0NND OSIL T FENCE O IP DROP INLET PROTEC170N 3.07-1 NO SCALE �T OFD f� Gl lO iCOTT COLLINS'Z 1 Lic. o. 035791 a at, STONAL Et£' COC d 685 O 0 Z G 1!.-! m a W S Y 0 j O U) N z K u n � W N N 680 PROPOSED TR. 675 tl/ BASIN 1 SEDIMENT 670 // 42" LF 01xB 665 42' RCP 15228 LF E)OSTING 42' RCP u / 1 00.50% 660 011 INV OUT -666 .50 SLOPE=1.56x D- z D O 0 > Z > 655 CLASS I RIPRAP ENERGY DISSIPATER OUTFALL 652 L=20', W=12', D=2' W W 0. W1, o0 rnM rD0 n ';0 O i < 7 u N 0 �m �0 �0 0+00 0+50 1+00 1+50 2+00 2+50 2+75 PIPE EXTENSION A� COMY CONM R117RE Am N M � laltrt theses ME aim=" stages On 71 tMf r.araaasemea ! ar FMWT J::7 L ft sea. 21- 4u arch • ga(� FILL or tr a< 114off 0a . 71 UM I� A Ira MIN sea r P M �s1Mo M ArraastMi M I1! CS�ANt� TNI LIIIw NIR a•[ IQf GRAPHIC SCALE 3J 0 10 20 w e0 ( IN FEET ) 1 inch = 20 ft. 2'x4' WOODEN FRAME 1.5' MAX. 1 "=20' DROP INLET W THTH ORA 7E �IIII^- FRAME �{ 3' MIN. `7 HER U EXCESS AT CORNERS PERSPEC77VE NEWS � ELE�AA AMI #0NND OSIL T FENCE O IP DROP INLET PROTEC170N 3.07-1 NO SCALE �T OFD f� Gl lO iCOTT COLLINS'Z 1 Lic. o. 035791 a at, STONAL Et£' n r•, COC d < O 0 Z G 1!.-! m a W S Y 0 j O U) N z K u n � W N N n r•, V rn M ZM N M N � Z LL N w C> N w WU) >�o Z � ,n H JO u V ZO /10 U Vi ZI Q Q W u M n w U a in O Z ao U) O J 06 � � W JP` W � w J � o O w J O 00 V O n+ lA 106 sea. 02006 SCALE 1"=20' SHEET NO. ESC -4 o 0 �u < 0 n? N r1 as; N ri 1!.-! m a bm V rn M ZM N M N � Z LL N w C> N w WU) >�o Z � ,n H JO u V ZO /10 U Vi ZI Q Q W u M n w U a in O Z ao U) O J 06 � � W JP` W � w J � o O w J O 00 V O n+ lA 106 sea. 02006 SCALE 1"=20' SHEET NO. ESC -4 JILU