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HomeMy WebLinkAboutSDP201600009 Plan - Submittal (First) Minor Amendment 2016-01-18nq _Mmm a ILrA L D U MINE&) -no 0 0 Awl"k wm0h2 0 IT E ww�'L 11 N AM E rml�hM E la\4'T b p Aa 5 P A zu Ud) GENERAL NOTES: OWNER: PIEDMONT REALTY HOLDINGS 1 6535 WOODBOURNE LANE CROZET, VA 22932 DEVELOPER: PIEDMONT REALTY HOLDINGS 1 6535 WOODBOURNE LANE CROZET, VA 22932 ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: MR. SCOTT COLLINS 434.293.3719 TAX PARCEL #: 056A2 -01 -00 -07000 TOTAL ACREAGE: 0.446± ACRES ZONING: DOWNTOWN CROZET DISTRICT (PROJECT IS BEING DEVELOPED BY- RIGHT) PROPOSED USE: COMMERCIAL, OFFICE/RETAIL & (6) RESIDENTIAL UNITS COMMERCIAL, OFFICE, & RETAIL SQUARE FOOTAGE: 12,100 sf (4,700 SF RESTAURANT, 5,400 SF COMMERCIAL & 2,000 SF OFFICE) NUMBER OF EMPLOYEES: 15 EMPLOYEES PARKING REQUIREMENTS: PARKING SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 1. (2) SPACES FOR EACH RESIDENTIAL DWELLING UNIT WITH (2) OR MORE BEDROOMS 2. (1) SPACE PER 1000 SQUARE FEET OF NET FLOOR AREA FOR NON- RESIDENTIAL USES 3. (1) BICYLE PARKING SPACE IS REQUIRED PER EVERY 10 AUTOMOBILE SPACES REQUIRED PARKING REQUIRED: 1. 6 RESIDENTIAL UNITS = 12 PARKING SPACES 2. 12,100 SF OF COMMERCIAL, OFFICE & RETAIL SPACE = 13 PARKING SPACES TOTAL AUTOMOBILE PARKING REQUIRED= 25 PARKING SPACES TOTAL AUTOMOBILE PARKING PROVIDED= 32 PARKING SPACES (INCLUDES 2 HC ACCESSIBLE SPACES) TOTAL BICYCLE PARKING SPACES REQUIRED= 4 SPACES TOTAL BICYCLE PARKING SPACES PROVIDED= 1 BIKE RACK (4 BIKE RACK SPACES) TOPOGRAPHY /SURVEY: BOUNDARY & TOPOGRAPHY SURVEY DATA PREPARED BY TIM MILLER, P.E., L.S. OF MERIDIAN PLANNING GROUP ON 3/30/2011 AND WAS FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2015. BOUNDARY LINE ADJUSTMENT: THIS PROJECT SHOWS A BOUNDARY LINE ADJUSTMENT THAT INCORPORATES LAND THAT IS TO VACATED FROM ELLISON STREET. BENCHMARK: EXISTING CORNER OF STORM SEWER DROP INLET SHOWN ON THE EXISTING CONDITIONS SHEET, ELEVATION 698.33'. DATUM: ELEVATIONS BASED ON NAD 83 DATUM. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO229D, EFFECTIVE DATE FEBRUARY 4, 2005. STREAM BUFFERS: THERE ARE NO STREAM BUFFERS LOCATED ON THIS PROPERTY. WATERSHED: THIS SITE IS LOCATED WITHIN THE LICKINGHOLE CREEK DRAINAGE BASIN. EXISTING VEGETATION: THE SITE HAS RECENTLY BEEN CLEARED & SEEDED AND WAS PREVIOUSLY WOODED WITH LIGHT UNDERBRUSH. ACCESS: THE SITE WILL BE ACCESSED VIA AN EXISTING ALLEY AND PUBLIC ROAD THAT WILL SOON BE DEDICATED. ADDITIONALLY, ANOTHER PUBLIC ROAD IS PROPOSED WITH THIS PLAN AND WILL TIE INTO THE EXISTING PUBLIC ROAD TO BE DEDICATED. CURB AND GUTTER AND STORM SEWER WILL BE USED FOR DRAINAGE. OPEN SPACE: NONE IS REQUIRED OR PROVIDED WITH THIS PLAN. RECREATIONAL AREA: NONE IS REQUIRED OR PROVIDED WITH THIS PLAN. RETAINING WALLS: MAXIMUM RETAINING WALL HEIGHT SHALL NOT EXCEED 13' SIDEWALKS: PROPOSED SIDEWALK & EXISTING SIDEWALK ALONG THE NEW MAIN STREET SHALL BE A MINIMIUM OF 5 FEET WIDE PHASING: NONE LIGHTING PLAN: NO STREET OR PARKING LOT LIGHTING PROPOSED PROPOSED BUILDING HEIGHT: MAXIMUM HEIGHT OF 4 STORIES OR 50 FEET BUILDING SETBACKS: PRIMARY FRONT SETBACK (ALONG LIBRARY AVENUE) WILL BE A MINIMUM OF 1 FOOT AND A MAXIMUM OF 10 FEET PRIMARY SIDE SETBACK (ALONG OTHER STREETS) WILL BE A MINIMUM OF 0 FEET AND A MAXIMUM OF 20 FEET REAR SETBACK IS A MINIMUM OF 0 FEET. PARKING SETBACKS: PARKING LOCATED OFF SIDE SETBACK- A MINIMUM SETBACK OF 3 FEET PARKING LOCATED OFF REAR SETBACK- A MINIMUM SETBACK OF 0 FEET PARKING LOCATED OFF FRONT SETBACK- NO PARKING IS PROPOSED W/ THIS PLAN OFF THE FRONT SETBACK SITE AREAS: ONSITE PAVEMENT (WITH CURB AND GUTTER) - 0.13 ac. (5,630sf) 28.9 %± OF PROJECT LIMITS BUILDING - 0.13 ac. (5,630sf) 28.9 %± OF PROJECT LIMITS SIDEWALKS - 0.05 ac. (2,245sf) 11.1 %± OF PROJECT LIMITS GREEN SPACE - 0.10 ac. (4,174sf) 21.5 %± OF PROJECT LIMITS TOTAL PROPOSED IMPERVIOUS AREAS = 0.35ac. (15,247sf) CRITICAL SLOPES: ALL CRITICAL SLOPES WERE APPROVED DURING THE PRELIMINARY PLAN REVIEW. SIGNAGE: NO SIGNAGE IS PROPOSED AT THIS TIME. SITE TRIP GENERATION: ADT IS IN ACCORDANCE WITH THE ITE TRIP GENERATION, 8TH EDITION THE LANDSCAPE PLAN PROVIDED IS IN ACCORDANCE WITH ALBEMARLE COUNTY CODE SECTION 32.7.9 CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. NO CEMETERIES WERE FOUND DURING THE FIELD INVESTIGATION AND SURVEY TOPO AND BOUNDARY ON THE PROPERTY. COLUNS ENGINEERING SHALL NOT HAVEAURIORITY OVER CONTRACTORS WORD SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WYTH LAWS AND REGULA7I01VS. WE SHALL NOTASSUNE RESPONSIBILITY FOR ANY CONS7RUC7ION BEGUN PRIOR TO PLAN APPROVAL. i WHITEHALL G ISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA i i i i O 'yam on' 494 o o~ 5,� �• ry = Q Q� ry V J O �' h� �� ooh oo j' cs o m a 3.4 T ��v G �,o =� � _`` cow 4� 4 °_� TMPG56A2- 01- 00 -071D 1 SMERTAND TRUST' STEPHEN L/: ARPIRUSTEE i P# BOX 2681 i CHARLOTTESVILLE, VA 229 TMP 056A2 -01- - 02100`�� ^�� 2136 PG 545 �� \ EMNPEA LLC `�� / Z ED: COMMERCIAL i // 7751 GLENTIVAR LN GREENWOOD, VA 229 3 i B 3572 PG 674 _j� ZON • COMMER L USE: C TMP 056A2 -01- 00-07'±0. i TMP 056A2 -01 -00 -0200 i i i DAMMANN, CHARLOTTE B & SA�2A./ \ / ALEXANDER, MICHAEL B , ii LEE FRIZZELL < / �i 705 INGESIDE LN 2958 BARRSDEN FARM _11v i c CHARLOTTESVILLE, VA 22 1 / i / CHARLOTTESVILLE, VA 22911 / DB 3697 PG 147 i �� DB 633 PG 003 ED: COMMER -C i �.\ DB 324 -92 i ZONED: COMMERCIAL ` TMP 056A2- 01- 00 -071A0 AMMA N, CHARLOTTE B & SARA LEE / 2958 BARRSDEN FARM CHARLOTTESVILLE, VA 2291: DB 833 PG 003 TMP 056A2 -01- OAO % i \ \ /i r�� / DB 324 -92 .7 ALEXANDER, MICHAE B ZONED: COMMERCIAL 144.11 705 INGESIDE L RLU ESVILLE, V 22901 TMP 0 1, ,�4 1600 PG 1 1 g ` \ i Ii CROZET NEWT N ASSO IATES, LLC Oti � �`\��� ZONED: E CIAL �� 300 SE ND STR NE USE: MEDICAL FFICE TMP 056A2 -01- 02080 �� / i Af RAUCH, B JO L P.O. BOX 05 CROZET, V 22932 383 PG 632 i Z MMIERCIAL USE: LAUNDRY AT RYtLF,ANE i i w 197 (SUBJECT PROPERTY) w t • ; .. sr� y O TMP 056A2 -01 -00 -0700 PIEDMONT REALTY HOLDINGS 1 A. 1441' \Qom° 6535 WOODBOURNE LANE , CROZET, VA 22932 w DB 1081 PG 412 DB 272 -113 ` ZONED: COMMERCIAL LIB w _ :'. "� USE: VACANT RARyAV TMP 056A2- 01- 00 -020B0 \- 69 PUBLIC ENUF w w COUNTY OF ALBEMARLE \ s -'.• s_ "--- w _ _ I C/0 FINANCE ADMINISTRATION RM 149 401 McINTIRE RD CHARLOTTESVILLE, VA 22902 DB 3239 PG 326 \�~ ^• ;,` - me ZONED: RESIDENTIAL \ = _ ? • . :' LIBRA nRE PROJECT OVERVIEW SCALE: 1" = 40' DEVELOPER PIEDMONT DEVELOPMENT GROUP 2811 HYDRAIULIC ROAD CHARLOTTESVILLE, VA 2290 ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 CHARL07 LLE, A 229D2 D 4568 PG 24 ZONED HEAVY I USTRIAL USE: LU ERYAR CURRENTLY UNDER REV R REZONING , � o � Y VICINITY MAP SCALE: 1" = 1000' r HI 35791 4• z O L 0 0 z O_ Uj b 0 W H� Sheet List Table LEGEND Sheet Title T -1 COVER E -1 EXISTING CONDITIONS S -1 EXIS77NG CULVERT EARTH DITCH S -3 GRADING & DRAINAGE PLAN S -4 NOTES & DETAILS CUL VERT NOTES & DETAILS DRIVEWAY CULVERT DRAINAGE & SWM PLAN DP -2 PROFILES & DRAINAGE COMPUTATIONS Q DROP INLET & STRUCTURE NO. BENCH MARK CURB CLEARING LIMITS CURB & GUTTER PROPOSED PAVEMENT as VDOT STANDARD STOP SIGN EC -3A DITCH — — — 2w— — — EAIS77NG CONTOUR W 6" DEPTH OF EC -3A DITCH 2O0— PROPOSED CONTOUR EC -2 DITCH I--,– 240.55 PROPOSED SPOT ELEVA7ION TSC DENOTES TOP/BACK CURB g° DEPTH OF EC -2 DITCH T/B DENOTES TOP OF BOX Sheet List Table Sheet Number Sheet Title T -1 COVER E -1 EXISTING CONDITIONS S -1 LAYOUT S -2 UTILITIES S -3 GRADING & DRAINAGE PLAN S -4 NOTES & DETAILS S -5 NOTES & DETAILS DP -1 DRAINAGE & SWM PLAN DP -2 PROFILES & DRAINAGE COMPUTATIONS LL -1 LANDSCAPE PLAN & DETAILS 10 TOTAL NUMBER OF SHEETS LIST OF CHANGES PROPOSED ON THIS SITE PLAN AMENDMENT: Ai UPDATED BUILDING FOOTPRINT - APPROVED W/ LOR #1 0 UPDATED LOCATION OF HANDICAP PARKING & REMOVED LANDSCAPING PLANTING ISLAND. 30 DUMPSTER ENCLOSURE ADDED TO THE SITE PLAN A RELOCATED STAIRCASE TO LOWER LEVEL A STREET LIGHT TO BE REMOVED © MODIFICATION TO SIDEWALKS AND OUTSIDE PATIO AREA 70 PORCH & STAIRCASE TO SIDEWALKADDED TO THE PLAN ® RELOCATED BICYCLE RACK g MODIFICATION TO LOWER LEVEL PARKING SPACES 3. RELOCATED DROP INLET & FILTERRA UNIT 11 UPDATED THE PROPOSED WATER METERS TO SERVE THE BUIDLING Al2 UPDATED LANDSCAPING PLAN WITH BUILDING, SIDEWALK, & PATIC MODIFICATIONS APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT MH -A Top = 687.82 Inv In= 681.57 Inv Out = 681.47 MH -B Top = 700.99 Inv In= 694.59 Inv Out= 694.49 698- �- 700 / TMP 056A2 -01 -00 -02000 lMp 0 Cygs4,6eNO N.O-per 0 Rlp RO TF 2 �s RNs <<� rq ZpNFp2js3 'P" Vq FRO CpMMFRC� 2903 l p v C9' Cb O J�� ry 44 pryer ��ry C5 I/ \ \ S d 4�QH�r. V Ov �v v o �� o c., Cb� o� ►„ Qom/ o? TMP 056A2- 0�- 00 -071D SMER LAN)D TRUST; STEPHEN L T ARP TRUSTEE NOTES: 1. BOUNDARY &TOPOGRAPHY SURVEY DATA PREPARED BY TIM MILLER, P.E., L.S. OF MERIDIAN PLANNING GROUP ON 3/30/2011 AND WAS FIELD VERIFIED BY COLLINS ENGINEERING IN MARCH OF 2011. 2. NO STREAM SETBACKS EXIST FOR THIS PROJECT. 3. THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO229D, EFFECTIVE DATE FEBRUARY 4, 2005. 4. ALL CRITICAL SLOPES SHOWN ON THIS SITE ARE MAN -MADE AND WERE CREATED FROM THE CONSTRUCTION OF THE SURROUNDING PARCELS. THESE CRITICAL SLOPES DO NOT REQUIRE ADDITIONAL APPROVAL TO BE REMOVED. 5. DATUM: ELEVATIONS BASED ON NAD '83. 6. THE SITE IS CLEAR OF EXISTING TREES AND SHRUBS. P.O. PUA 2681 CHARLOTTESVILLE, VA 22902 DB/2136 PG 545 \ ZONED: COMMERCIAL TMP 056A2 -01 -00 -02100 EMNPEA LLC / 7751 GLENTIVAR LN GREENWOOD, VA 22943 \ \ DB 3572 PG 674 ZONED: COMMERCIAL USE: OFFICE'S / / \ \ APPROX. LOCATION OF EX. W/L APPROX. LOCATION \ \ OF EX. SAN. SEWER \ TMP 056A2- 01- 00 -071D IC q DAMMANNLEE FRIZOZELL B &SARA / �ZS eF�F44�.�'►v \ 2958 BARRSDEN FARM / p�e4 / CHARLOTTESVILLE, VA 22911 DB 833 PG 003 DB 324 -92 / ZONED: COMMERCIAL \ \ \ \ 702---- 70__� -- - _-- .EXISTING -- FIRE ----- -- - 4 \" HYDRANT 706 \, .4 4 E ., TMD 056A2 -01 -00 -02060 �- f-- / APPROX. LOCATION / OF EX. FIRE HYDRANT / TMP 056A2- 01- 00 -071AO / DAMMANN, CHARLOTTE B & SARA LEE FRIZZELL / 2958 BARRSDEN FARM CHARLOTTESVILLE, VA 22911 / DB 833 PG 003 / DB 324 -92 ZONED: COMMERCIAL \ TMP 056A2 -01 -00 -10710 CROZET NEW TOWN ASSOCIATES, LLC 300 SECOND STREET ST. NE CHARLOTTESVILLE, VA 22932 DB 4568 PG. 724 ZONED: HEAVY INDUSTRIAL USE: LUMBERYARD CURRENTLY UNDER REVIEW FOR REZONING PROJECT LIMITS (TYP.) - EX. CURB & GUTTER TO BE REMOVED COUNTY OF ALBEMARLE- -708---j ALP 4 J J` / C7TFINANCE ADMINISTRATION RM 149 401 McINTIRE �p1p OJECT OUTFACES INTO CttfkRtOTTESVILCE_VA� 12902 EX. STORM SEWEB)fjf8 DB 3239 PG 326 PROPOSED DkOP INLET / ZONED: RESIDENTIAL -­-- � IN THIS LOCATION. � USE: FUTUkE SITE OF CROZET LIBRARY -_714 j '\6 '. / - EX. W/L & B.O. ASSEMBLY TO BE REMOVED. EX. CURB & UTTER TO BE REMOVED r -- ,TH SCOTT R. COLLINS� No. 35791 '!Z�l IoNAL m o z � z Ujj Q L! a z z 0 a +) W �J 25 Q z L z STR 115 -1 STR 113 -3A Grate = 711.58 Top = 709.04 ET Electric Transformer EB Electric Pull Box Inv Out= 705.47 Inv Out = 702.09 Light Pole BOA Blow -off Assembly STR 115 -2 STR 113 -313 Water Valve FH Fire Hydrant Grate = 711.40 Top = 708.69 Inv In= 702.82 Inv In= 702.76 (113 -3A) Inv Out= 702.67 Inv In= 702.81 (stub) Inv Out= 702.71 STR 113 -1 STR 113 -3C Top = 698.33 Top = 703.18 Inv In= 692.87 Inv In= 697.02 Inv Out= 692.70 Inv Out= 696.97 STR 113 -2 Top = 694.46 Inv In= 688.75 Inv Out= 688.65 STR 113 -3 Top = 694.14 Inv In= 688.62 (24 ") Inv In= 690.12 (15 ") Inv Out= 688.52 STR 113 -4 Top = 690.93 Inv In= 686.65 Inv Out= 686.55 STR TEMP -1 Inv = 685.17 LEGEND ET Electric Transformer EB Electric Pull Box LP Light Pole BOA Blow -off Assembly WV Water Valve FH Fire Hydrant GRAPHIC SCALE ■�s�ar��t ( IN FEET ) 1 inch = 20 ft. \ NOTE: /,Z/ AfLL DIM NSIONED CURB RADII ARE FOR FACE OF \ / TMP 056A2 -01 -00 -02000 / Ue 1C. / ALEXANDER, MICHAEL B TMP 056A2- 01- 00 -071D �Q �,q // d 2z REPRESENTS 4 PARKING SPACES O SCOTT R. COLLINS% \ 05 INGESIDE LN / CHARLOTTE B & SARA BF �L 1 °.' ' /j, ALLwbUTDOOR HVAC EQUIPM HALL B / 7 DAMMANN, C 0 �1 f } U No. 35791 \ CHARLOTTESVILLE, VA 22901 / LEE FRIZZELL S /���FO�C� d . CRi€ENED ON THE ROOF. V IBILITY OF A 4 \ DB 3697 PG 147 / / 2958 BARRSDEN FARM e�, �9TF MECHANICAL EQUIPMENT F OM THE ENTRAN �o�w \ / / ZONED: COMMERCIAL CHARLOTTESVILLE, VA 22911 /P O 1 z / DB 833 PG 003 / �/� / / °d� ,b� C}RRIDOR SHALL BE ELIMI ATED. SjONAL E Of TRASH DUMPSTER ENCLO URE SHALL BE SC ENED. \ / DB COMMERCIAL /' a 4a CONTRACTOR SHALL VE FY ALL TIE -IN ROA Z ui • \ \ / ZONED: COMMERCIAL �V CONNECTIONS TO ANY OAD EXISTING OR NDER W \ =off CONSTRUCTION. CON T ACTOR IS RESPO IBLE FOR NOTIFYING THE ENGI ER OF ANY DISCR ANCIES o OWER LEVEL / /�A ° BETWEEN THE EXISTIN ADS AND /OR URB AND TMP 056A2- 01 -00 -0 1 0 C� ry PARKING PROPOSED RETAINING WALL TMP AND THE PROPOSE ROADS, C, RB & MATERIAL SHALL / ;. D'A MANN, CHARLOTTE B.!'SARA LEA GUTTER. CONTRACTOR SH CO T ENGINEER J COLOR & MA ♦ v �� MATCH THE EXISTING LIBRARY �, "� A 1 FRIZZELL J d q. Q / 2958 BARRSDE ARM TO INSPECT CURB AND ROADWA IE -INS TO ° � AVENUE RETAINING WALL. SEE CHARLOTTESVILL , `A 2 911 EXISTING ROADS, PRIOR TO ANY CONCRETE OR � ��� o / SHEET 5 -4 FOR DETAILS. �.° DB 833 PGA . 03 PAVEMENT BEING PLACED. in \ / TMP 056 EL / ALEXANDER, MICHAEL B �,� UPPER LEVEL 3' REAR / / , DB 324,12 6. ALL PLANTING STRIPS SHALL BE A MINIMUM OF 6' 3 ° ZONED: C�NYMER IAL z N \ 705 INGESIDE LN PARKING SETBACK / / WIDE & SIDEWALKS SHALL BE A MINIMUM OF 5' WIDE. - o a / CHARLOTTESVILLE, VA 22901 Q ��:::::.:.'''° �% a° THE ENTRANCE INTO THE S PRIVATE PARKING DB 1600 PG 191 `- :::.::::. : :::: : "' >'.,:.... PROPOSED CG -2 7. u� / ....:....... .. ASPHALT PAVING Typ LOT SHALL BE IN COMPLI CE WI VDOT ZONED: COMMERCIAL PROPOSED ASPHALT _ ( ) W a \ / /... .. .....:... :..:: -.': ' ''` (TYP -) _ STANDARD CG -=. o z -� / •MEDICAL OFFICE PAVING (TYP -) �. o 'GRASS z \ OVERHANG TMP 056A2 -01 -00 -02080 ;:':f':::= ::':...: :'::::::::': ' :: ::'::-- :' ::::':':':::'::' :':':' .':':':':' :':.:::' ::'::':':'::::':':'::':' .... n" / " o RAUCH BETTY JO L 5 . :'::::::': <?'" / 1 i� d : a \ STREET LIGHT TO 3 -� P.O. BOX 205 BE REMOVED ::' :': '::' :'..... :::::: :..:::...':::' .: .:.....:.. :.'..':.. AD f.. 1 F. T . f? ..... . ........ / . / 4 2 f \ / . / CROZET, VA 229 :::: :' :':': ::' :::: :':::': - ...BItYtL...... K: :::::':::::':' := ::'::':::::= :. - . PROPOSED �O/ 5 \ 5 / ° /// �O Q O DB 3839 PG 6 = �• -f = '�'�'��- "� "�•�•- "���•� :- .':::-�'•-::':'::-�' � � :':•::': �-:::- :':•: :'::- . , - U PROPOSED RAILING ` ....................... . ..�-.'..- : ' .'.•::.'::::: ::... CONC. SDWK OY � p4 � ........ ........................ ....... ZONED: COMM CIAL ADJACENT TO TOP OF :';'f' ......... :::' :'. /' " J 0 . .......................................................... RETAINING WALL. SEE :.' :: . :.......... :: - ::. :..: ......................... .. ..... ..... ............. ...... USE: LAUNDRY MAT & RY CLEANERS SHEET S -5 FOR DETAILS. ... . ........................... 1' 1:.' . - ::.:.'...' ..'.' -':... 3 --�` :.: ::::' .::: ::: :: :::.... .. ? a� 18. ......- - ":': ca 51 24 DRIVE.AIS1-E ..... ........... G -6 �. . in �i 2.0 , x. ti u, F.- O 1 l s ri ... ..... . ... .. ..... ... . . .... ..... ..... ...... . :. -. . ...... .......... ... ..... .......... ...... ..... S REE HT . ..... ........ ..... ... r' '`.'fir " -.! d ' �' ... . . EM N r� � R .: z� 'lA �a .'" - iRG .� x L .1.Z. _ a� o -A , 9 EXT RIOR "?Y t f i h. �k 6 d - 5 TAI ELL TO . ...... .......... •'-•--- -- - -� ' .'. ':::- :':'::-:':::':' �:'::- .':.-:: �-- '�':':-:':':•:':::-::= EXISTING TEMP RA LOWER LEVEL $ERVj a ' :.':. /':: : : :.':..: e o Cf ' " ::- :' ::.:::.':::::: CONSTRUCTION ESMT. .. / ...: �.':.. :..'::..'.. :..'......:' PROPOSED R/W / . DB 4186 PG. 629 UPPER LEVEL _ � ENTRAINCE UPPER LEVEL /:: ::. • ..•.. ...... ENTRANCE f / : :: :.......-.-. T:STI). ai :::::::'::':': zC PROPOSE D6' D 6' -01 -00 -0710 > LOWER LEVEL / �' /_.- _. -•_•. .. TMP O56A2 ENTRANCE PROPOSED 6' _ _ ° '•d PLANTING STRIP / ; .:* CROZET NEW TOWN ASSOCIATES, LLC ° A "> - -' CONC. SDWK _ _ a BARNES DRIVE 300 SECOND ST NE - Z -� `; i UPPER LEVEL FFE 715.17 :.::::...:. .......' C L CHARLOTTESVILLE VA 22902 ° \ \� ILOWER LEVEL FFE= 700.50 UPPER LEVEL / I - -- -.-•---•'-- --- - -- -- ----�• "." - -.- & 708.5 PRIMARY ENTRANCE ENTRANCE PROP' ED e : 139.06 DB 4568 PG 724 o CON STEPS. °. S26 04' 44 W ZONED: HEAVY INDUSTRIAL TO UPPER LEVEL & USE: LUMBER YARD CURRENTLY / EXISTING 6' a a ° ..a �. ` \_ : :':�:'::::.:: :....:-- '.•.' :': PROPOSED 5. 3 LOWER LEVEL / CONC. SIDEWALK ° .:. o% - CONC. SDWK UNDER REVIEW FOR REZONING a� .. N S p _2 1 4� a`� TIE INTO EX. Y� ...( :•��.:. .d CONTRACTOR SHALL MILL & OVERLAYTHE ENTRANCE & SIDEWALK PERFORM THE NECESSARY MODIFICATIONS TO ACHIEVE _ o _ THE PROPER PROPOSED CROWN ALONG BARNES DRIVE & POST _ LIBRARY AVENUE. ROADWAY MODIFICATIONS SHALL BE ° _ ���,,�, -• � � -• -I-- • - � � • COMPLIANT WITH CURRENT VDOT STANDARDS & � in VDOT STD. REGULATIONS. Uj ° \ 4 EXISTING VAR. :.'.' :. -- - o 0 00 .. �t e Uj WIDTH R/W (TYP.) ::':. 2' ... ...... ...... _ / \� ° • ?-� . ....... .. .. ... .... . ... ... ..... . . .. . ..... ' :- ................................... .'-': ''.' ..................... co ............... .......... . ...... . ......................... . . .................... �- EXISTING 6 ANITING S TRIP . a . A °-- q o • Ae '.,'. n TMP 056A2- 01- 00 -020B0 �� .:':':':•:':' :- :-::::'1':. ::'::-:.....::: ::' :':::'::':::::': �``- _•._ � � A A COUNTY OFALBEMARLE � •� :° a.. �„a .. ... ......... ..... n ' - C/O FINANCE ADMINISTRATION RM 149 ° - - _ e ... .. .'_'' _'_ .o :.:'::' :':: i � :..:... - r.: � ``� - w =- -- 3 ........ -' -- 401 McINTIRE RD .. ..: ° , ...' .................R.Y.::: LLJ / CHARLOTTESVILLE, VA 22902 �?:':......:..'� . ` = d . A ° / ONTRACTOR SHALL MILL & DB 3239 PG 326 _ -�• -' - - : .....:......:..::.- ::. -:. �.. . �.... � ~�``• --- / ° F- IBRAR UETOTHECENTERLINE;OFTH1= �_ a .• _ � a � "'-•• v - - •�'�'�'�-- ZONED: RESIDENTIAL _� :. ROAD HER ING IS REPLACED AND -` - Y ' — •':... • C. �r USE: FUTURE SITE OF CROZET LIBRARY / ROVID ADDITI NA IFICATIOfNS IF •. ' ECESSA Y. ROA WAY TIONS _ STOP SIGN w/ F(� H o / S LL BE C PLIA WITH RREN T _ _ (NOT STAN RIDS & EGULA IONS. _ .. - ' . •- 4' MIN. -_�' ����' - PRp DEROAD � / UTILITY STRI - '' °_ \� -_ _ `� SET OFP E,p w/TMIS EXTEND EXISTING STORM SEWER STUB PIPE TO THE END / EX:. PEDESTRIAN SIDE ALK OF THE ROAD CONSTRUCTION RECIONFIGURED w /PROPOSED SIDEhn/ALK &VDOTSTD.CG -12C. LIST OF MODIFICATI NS WITH THIS SITE PLAN AMENDV - ---- z / CG-12C SHALL HAVE MIN. 4' - �``- -- w / T AIVERSABLE SPACE BEHIND -- 1 UPDATED BUILDING FOOTPRINT - APPROVED W/ LOR #1 z Z CURB RAMP. J FUTURE Q UPDATED LO ATION OF HANDICAP PARKING & REMOVED O °_ DEVELOPMENT BY \ OTHERS LANDSCAPI G PLANTING ISLAND. A DUMPSTER ENCLOSURE ADDED TO THE SITE PLAN �\ a RELOCATEd STAIRCASE TO LOWER LEVEL °' 4 • \\\ U STREET LI HT TO BE REMOVED x H CD \ \ © MODIFICA ION TO SIDEWALKS AND OUTSIDE PATIO AREA \ \ \\ A ORCH & STAIRCASE TO SIDEWALK ADDED TO THE PLAN cJ \ r C �\ ® R LOCA ED BICYCLE RACK W L E \ Ag M DIFI ATION TO LOWER LEVEL PARKING SPACES Ln z \� JOB NO. a 112055 GRAPHIC SCALE SCALE 20 0 70 20 40 1 1 /_20 / c s c ( IN FEET) SHEET NO. S -1 1 inch = 20 ft. ; / \ / / TMP oS6 N N �zz �C �1rq �,44 hoo ^ >�4v/ o= TMP 056A2- 0- 00 -071D / \ r SMER LANp TRUST; / \f STEPHEN L T ARP TRUSTEE \ / \ P.O. OX 2681 1 /J r1 \ CHARLOTTE VILLE, VA 22902 r \ DB 136 PG 545 / /; \ / ZONED: COMMERCIAL �/ / TH 0�, SCOTT R. COLLINS'ZI U No. 35791 d�0 SIGNAL E� w W z z w z J J 0 U O \ TMP 056A2 -01 -00 -0210 / / r , r / r� m EMNPEA LLC a o \ ` \" 7751 GLENTIVAR LN Q\ GREENWOOD, VA 22943 w ' //' m DB 3572 PG 674 r� t r L / ZONED: COMMERCIAL / / \� \ / / / % I I% z z V, SE: OFFICES / �� / / °% r I. o W 8, U W O o z F- 3 \ / TMP 056A2 -01 -00 -02000 ALEXANDER MICHAEL B cq ` �/ /4 TMP 056A2- 01- 00 -071D �e 705 INGESIDE LN I z DAMMANN, CHARLOTTE B & SARA F L r� t' r' U- c `t� \ CHARLOTTESVILLE, VA 22901 (1 OF� ��{i / / r > J r �.. \\ DB 3697 PG 147 / / 2958 BARRSDEN FARM / S p�B /Ciq ° /% r' l Vy ZONED: COMMERCIAL / / CHARLOTTESVILLE, VA 22911 / C�C/Q� FD l ' ` / z \ 1 / DB 833 PG 003 J ° DB 324 -92 I \ \ / / \ ZONED: COMMERCIAL / ° ' f' TMP 056A2- 01- 00 -071A0 DAMMA NN, CHARLOTTE B &SARA LI =E \ r �� `� / ✓ �� / \\�� /' /j`/ FRIZZELL PROPOSED VARIABLE WIDTH L� l r ! 2958 BARRSDEN " FARM I rr 2 UTILITY ESMT. TO REPLACE RLOTTESVILLE, Q' 22911 VA UTILITY ESMT. BEING VACATED / '' nr /y DB 833 PG 606 / r% L \ / Q u1 0 DB 324 2 / \ / / EXISTING TEMPORARY / f a ° r1 /' i/ ' ZONED: CONrM /ERCIAL V o TMP 056A2- 01- 00- 02ai49 \ CONSTRUCTION EASEMENT ALEXANDER, MICHAEL B DB. 4186, PG. 629 r \ 705 INGESIDE LN Q EXISTING 15' UTILITY ESMT. CHARLOTTESVILLE, VA 22901 \ / ry ,�/` � �::::::::.... \ � (DB 4066, PG. z56) o DB 1600 PG 191 ('� Q- \ �C TERED ON P/L TO REPL�yCE / ZONED: COMMERCIAL -/ C� ::::::.. \ UTIL ESMT. BEING VACATED / ' O \ Jr MEDICAL OFFICE V / ... Q- 3 -� N I aj Cl) ry L9 /' .. ... . M ... o ..� \ „ Ii EX. UTILITY ESMT'.' � / d' Q; a -- DB 186', PG 626 /' a 0 2 r e` 4 TM 056A2-01-0 0 1 G r? 1 / i 11 r \ '% G V. w a L N8 O LL A BETTY 30 N TA H ALLI 5 / UCH, A R a- CONTRACTOR CTO C O 11 T a P.O. BOX 205 � N ............................... ••• � �" �' "."." / � / ;% MECHANICAL) INTPL GTAPPE / / HE E P. A O EHIN DT V 22932 .TELY ET A MMED / ROZ ADSI 1 C RE 1f H a'. 1 ,. 1 u O ( ES SHALL BE 2 PIP PG 63 D BR , SS / DB 3839 GALVANIZED O I a ,1I GALVA 1, O 1 -� 5 0 \\ '( / RICH L EV EW ER IA C SLE MM C PV M . � ED: CO HROUGM ZON ED T ALL T F E TING • d IN , /LOCATION O NO CIS ° ' E , �� 1 +50 .0 0 11 T uu T BLOC K O q s� 7NERS . THRUS A MAT A ED BY CO LAU ND Y / C S SANITARY IS / 8 PVC S A A ASSEMBLY. SEWER TYP. \.....' ....... s�o FEE go °BEND & A T PEA SSE 2 ° r. .. Q - �V/ - APPROX. LOCATI OF / . ui ... ........... ........ V....V/ ""' a / P — I TI NG GATE LVE EX S t U W t:ti1 C I• ti O / O , :� "P� • Z. is ;'`P: P T +y . . y mac, 1- O c C)• rf d ° >u a' i f . + sr. . r .tt . vr• t'J S" J us\ . 1 ° Q N� 4: 4i / t. \ Y ad 1 :<;, :;', /-�,' � PROPOSED so UTILITY ESMT. W o' 4a LOCATI N OF ;':; .�,,;3:;ti +:; ,:? _::::�:::.:.::.:: pp �. O.: \ o a d - 4.. `?' TO REPLACE EXISTING UTILITY F— a- PROPOSED �nii h I::.. L.i.l 0 +00 POLY - WRAPPED CL `� � • ' ' �. °. CO EC T ° O ` w i ^':� \O\� ° ESMT. BEING VACATED /~ L9 / 0-/, 0 MH -1 5z D.I. S/L W d' SERVIC " 2 COPPER DOMESTIC E 4 : �Q- ° TMP 056A2 -01 -00 -0710 LINE w/ 2 CORP. STOP, 2 /;:';.:, ,. ' / J BRUCE BARNES INC. �_ ° TIE INTO E ISTING S/L PROPOSED SANITARY \ a -'�.�' ` - ; „u= G.V. AND 1” METER. P.O. BOX 85 �C �� F_ o V A A GHOUSE SEWER SHALL REMAIN N �` \. -� % / EXISTING TEMPORARY CROZET, VA 22932 \ ` + ~���, - r / :. „:,. 2 COPPER DOMESTIC SERVICE MAI KO _ CONNECTION WITHIN PUBLIC R/W W 611 a ”' PROPOSED CONSTRUCTION EASEMENT I� a �•• � DB 916 PG 099 '-- SCR€ 4o PVC ° °' 4 �, 4 LINE w/ 2 CORP. STOP, 2 UTILITY ESMT. \ d..� DB. 4186, PG 62g DB 806 -252 V +00 LATERAL \ ". �_ a G.V. AND 1-1/2" METER & .. / 11 ZONED: HEAVY INDUSTRIAL o a W \ >! 0 ° VAULT. / PROPOSED 8 4 -mil USE: LUMBERYARD CURRENTLY 1X00 0 �Cq b POLY- WRAPPED ° d ::::j ........... > R e. UNDER REVIEW FOR REZONING W ( E �~~�1 F W '`. -SEE gRCF p CL. 52 D.I. W/L - � APPROX. LOCATION O W `� �/• P C. `� F�� �''"''�•. ' ° d ° `�` `�qNS �O�D° C '-`� , EXISTING B.O. VALVE TO BE ;ate X4-STING GATE VALVE -5 ry -- �` N W A S SNP Q �' REMOVED & CONTRACTOR �,._,.... ".. "_, —�'. z d I w MH -z �" 1 t^✓ LNG SSE W/ 8X6` H� �' - SHALL EXTEND THE (n w / EX. FIRE �� 2 +00 v '�� E a PR'�P:CT '.0.'. WATERLINE AS NECESSARY, z_ T` HYDRAN APPROXIMATE LOCATION' --- 4 BEYOND THE CURB &GUTTER z W z OF EXISTING 8" `--� - - ° ° ° a FOR A FUTURE CONNECTION. w � p t °oP BR rV G OLY- WRAPPED D.I. WJL W:........` ° , AR yq gyp` _ :�.: <�;_ ... d d ° _ _ PLUG w ® J .. ... ......... ........ P �6 VR ( p) W ..... ° PROPOSED 8 "-` / o d 9 P N(E _ ... ° U Ue E r: .:::::..... q d ° RUST BC CK - - -.__ F 4 4 C/� ..� Y a ... a J \ R rV' ° aCONC. TH U .. ° W ` EX. STORM �,a a •v - a ..... . 4 TYP. ...... . SEWER ( ) 8x4 TEE FOR 4 FLRE::....':'•.... X:':' - _ R ° CL .............. ... . . ... ..... . LINE w 4" G. V: U --`_ / =' TMP 056A2 -01 -00 -02060 �- ° uj ' 4 �4 - TFEW /L:I:NrTCJ .................. _._4_.,_ COUNTY OF ALBEMARLE �- ° C/0 FINANCE ADMINISTRATION RM 149 :.....EXISTING NV L.wJ.AN :: ::: . `.:.,.::_,_, ,..,.._. -. < ° „ :::::: + ° °a n d' a3 L 401 McINTIRE RD \ G cq y22902 ''-- . ......................... ............................... '-�� .. - - " CHARLOTTESVILLE, VA _` a _ : i .. ..::::::........::::........... PROPOSED 8 4 1mil f / /�_ 0 ° . " DB 3239 PG 326 `�= - _ ° .. ' POLY- WRAPPED CL. L 0 ZONED: RESIDENTIAL S2 D.I. 15 +0 0 W N USE: FUTURE SITE OF CROZET LIBRARY - -- LLJ 13 W 4 d O XSO JOB NO. ° -_- ___ FUT;.. o / 00 9 50 _� _ (NOTPROP ROAD ��- 112055 0 GRAPHIC SCALE EXTEND EXISTING STORM SET OFOP�ANq, THIS _� SCALE ° C9 eo / 20 0 10 20 ao SEWER STUB PIPE TO THE END OF THE ROAD CONSTRUCTION cl 8" VALVE SHALL REMAIN CLOSED & 1 �� -2O c A PROPOSED WATERLINE IN LIBRARY VENUE SHALL REMAIN DRY UNTIL c C - ' SHEET NO. C / ( IN FEET ) FUTURE DEVELOPMENTS TAP, TEST & 1 inch = 20 ft. "~ INSPECT THE WATER LINE. S -2 L BARNES DRIVE \ \ / 716.12 CA 716.2 UST /C �. - .. \ END Z ASTERN -- � (�UTUF?, (1 =U TIIR CURB DETAILS \ Css SEC ri >> `- . . . . . . . . . ... . . , r r 715,9/1 , A..) / \ SCALE: 1 "=1 0' \ TI /ANS,TION (; UTURE) 71 -`�c C/L .. \ ......... ......... ....:. \:- .. - \ ;f .715. G' L \ /C / ..... ............................... ......... a �_� 715. 1E /P / \ __ ....................... /:;' 11 +5 715.86T C . - .- . -. -. -. -- .. - _ _ . _ .. ...... %` \ /�/ X14 C L ... . / 715,`53E/P .. .. ;f' _ _ _ p ! -sag / -.� .:' 77 .36. C .:. .... ..... .... 12 71 / ........................... ............................... . -- -- - - - - - - - ........ ....... ...... -- . . . . ........... ............................... END • -OF -96-,25 .... _ ,' � °�°°o °° .. - - ...... ..... .. 715 ° a Dom•'• • / WESTERN CROSS- - - - - l.'_`; ': \ ° ° ............ . ..... -. ....OSg . . ..... S�ETION TF�ANSITION �, 714:8.7. C .L .. \ . - -. -. . -. ....... ............ ............................. .. I ` - :" .= --- -,� --- ,-- ' - -,',' ..... ................ ............................... J..... �. a \ GRADING NOTES: / 1.ALL STORM SEWER DRAINAGE EASEMENTS OUTSIDE OF PROPOSED VDOT R/W SHALL BE PRIVATE TH 0 / EASEMENTS.' / 2. ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL HAVE A LOW MAINTENANCE GROUND COVER FOR O �� STABILIZATION PURPOSES. THESE AREAS SHALL NOT BE PLANTED WITH A GRASS COVER FOR SCOTT R. COLLINSZ / STABILIZATION & SHALL BE CHOSEN FROM THE GROUND COVERS IN TABLE 3.37C OF THE VESCH. O / 3. ALL RETAINING WALLS GREATER THAN 30" IN HEIGHT SHALL HAVE A GUARD OR HANDRAIL IN U No. 35791 � ACCORDANCE WITH CURRENT STATE REGULATIONS & BUILDING CODES. °ryv 20 =� 4. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE BUILDING AT ALL TIMES. THIS �SIONAL E��� z B,go�N�O.oZI o °� ��'�, o,Q' INCLUDES SENDING DRAINAGE AWAY FROM THE RETAINING WALL TOWARDS THE ALLEY. w Nsc q o� of titih,��6T oti �°v ry C5 �Rp °�pJ �Q� :v °0Q_ Ci / W S \ MMFR 903 a Boa ti� ��` vo o'"�� =�c, % / / \ \ z IV U SL g/� 0 0454 cb Q/ ��� TMP 056A2- 0}- 00 -071D / \ Q o \ \ = Z ti/ SMER LAND TRUST, STEPHEN L THARP TRUSTEE \ P.O. OX 2681 r \ CHARLOTT VILLE, VA 22902 1� U) 3 DB 136 PG 545 / -� oz // /, _ ...... 715. 1 T / TMP 056A2 -01 -00 -021 \ �, \ ZONED: COMMERCIAL r� o • ... .. ...... :.:.:.:.:.:.:.:.:.:.:.71.4.:52 P...r.• •_.. ..... :. 71 .18E /P z ° .. .. ............................. . . ..... / .... - . .. / Q - -. -. / \ / EMNPEA LLC \ / / \ 1 , // CJ/ uA .. ......... ......... ...... ............................... j .... . � ..:.. _ . 56�... 7751 GLENTIVAR LN \ / / \ . _ W ...- .'.... '.. ... -. . ... - . 7V4.41E P • .-- ,.,.,. �........'.' a / GREENWOOD, VA 22943 \ Gy la�� r• �/ z z o a / DB 3572 PG 674 / \ e4� �r o a L_ .:...�. / ..... .... .._.. �._._.:.. 11 715. 2T C \ ZONED: COMMERCIAL f .... J. NJ 3 .• • - -- .•.. - - -. ... /- .... :,....... -. 71499E P / SE: OFFICES / qC� / \ / ! > G o, ........ .................. / ........... .. /....i.... / / / \ f 01 /, u., cn .. . . ../ . . .... / -714.10E P 2 F l z 714.7 C/L a `o a /� . ...... .... ...... .... .- - .... C/L . ... . 714.6 \ •d o TMP 056A2- 01- 00 -071D ° /.. / / / / TMP 056A2 -01- -XEL B \ DAMMANN, CHARLOTTE B & SARA `o • ' ° �� . o... - ALEXANDER, MICHAEL B LEE FRIZZELL S / 4.81E \ /'�' G' a o / / / 705 INGESIDE LN \ d / CHARLOTTESVILLE, VA 22901 2958 BARRSDEN FARM \ 1° - \ / CHARLOTTESVILLE, VA 22911 / 6 714 5T C DB 833 PG 003 \ / DB 3697 PG 147 / S / . . , • ° /;" •........• .• -.... /........ 71 .62E / \ / ZONED: COMMERCIAL D13 324-92 3 :: 714.17• C- � / ZONED: COMMERCIAL /,, \a? . .. . .. .3.. . ... / o 71 :. 3. 3 714 OT \ ry �. 71 .47E/ Q.ry o ` " �r o 9 . ... j........... / ` �� V / d . 714,01. C .� d ♦ �� I • o E/ a ... ...9. - ........ V ' / ,' , �i TMP 056A2- 01 -00 -0 0 ° / Di� MANN, CHARLOTTE B SARA LE 13. '2' C 'L `36� 714 OT' C MP 056A2- 01- 00 -020A0 /' FRIZZELL ` Stg e o / LEXANDER, MICHAEL B Q' /, 2958 BARRSDE. M° 4 71 Z7E/ I 05 INGESIDE LN �� 09.5 T \ ' j �' CHARLOTTESVILLE,/?I/A 22911 713. 8T C ' a $ / a CH LO VILLE, VA 22901 708.36 /WW\ / j" �/' DB 833 X303 - 713. 5 /P . 'r . .. Q9 6 ' B 160 191 10.0 T w ' /` ar' I DB 324/, 2 %� / / PROPOSED LIMITS OF \ / 5 .. 2sg • • ' ZONED: COMMER \ 08.37 B/w l < ;/ f ZONED: C(S MERCI 713.67T C / a-� 714 8T ' C / WIDTH OF RETAINING 712.0 T/W t " a - - ' ' USE: MEW OFFICE � 1 f L9 713.34E/P /, 71 .35E / WALL (TYP.) 08.4178 5 T w PROPOSED CO CRETE WALL FACED W H �r \ / / \ STONE, REDI -R�CK RETAINING WALL R S • • . 71 .$$ .0 . L.. PROPOSED CONCRETE ALL FACED WITH STON 08.45 B/w 1 3p /•. • ....... - .. EQUIVALENT W TH A RAILING. SEES EET r 713.66T C . ' ' / REDI -ROCK R TAINING ALL, OR EQUIVALENT, w/ A / : \ S-4� ADDITIONAL DETAILS. sc' \ �... - ° / RAILING ADJA NT THE TOP. SEE APPROVED LS VV/ALL %f \ \ 713.33E /P / 8c4� 714 OT C S-5 / ELEVATIO WN REFLECT E OSED ... / SHEETS S-4 & DETAILS. RETAINING WAL ::........ • .. - \ / 71 37E/ / OR & MATERI LL MATCH E E / �.. \FINISHED GRAD S �c DO NOT REPRESENT 3 ... .....� .. Q / �► THE XISTIN UNDATION BLOCKS-OR �ATIONS. S LIBRAR NUE AINIG WALL. MAX. EXPO D % \ / S 13.90' C' d OT TO CEED =13' t'S: a .�ti'::: ::'::r ...... / a 3.27E /P / / \ :. :: ::: :::. 71fi ::3{3: .:; :. .. \ �' \ , tea•. - •' � •/•Z08�. a a� Ste. - 78 C ;:.:f.:.:.: ° < uj 0 A_- �.. .: ::: : :: vQ' ° PROPOSED CONCRETE WAL T -2�g 713.95 C / �:: a a / /. q WITH STONE, REDII -ROCK R AINI ........................... :.::. 715: 70':. TE:::::::':::::: :::::::: : :' :::::::::.:......... ...'.: :.... /:::: .... ..... Q ...... ALL OR EQUIVALENT S ALL E :::::::..:..::.' -..... ...:: :..,' : ...... 7} 5; 2�.. P:.::.:::.::.::..::::.:::.::.::.:: .'.':.:::.:..:.::..... ......-. -. ... p k uj ........ - . 6.. 714.81 E/P :: f:.': ...: ' ':•: ': :: : ::: 7' 1' s: 2C':'::: :'::: : :::::::: ::::':':-:.:-:-:: -'... 89� / % O f ....... ........ a ...... d S ONE BACKFILLw/ PE DRAT /.: :. :.. '. :.....:- _ / \ r �Q d. - - - - - - - .' / / - .... - ..... - -.. ... ...- / o U 4' IPE TO DRAIN SATU TED S IL. ::-: :: :..:._.'.:. ::• :-: .. .......................................... ........................::::..: ... i 1 ° - - J . .. ........ .. ... .'.::� .- 71.5. J. . -.L .T. -. .'..- .- .- :.- . -. -.- • .' EP- 1 cn /+ % II 00 / 000 4 :. .:.- :..:.. :.. ...:.. : ' a. v / - . . . . . .. . - . - - . . . .. o o - 70 .37 EX ... ...... .. .... 6 / . .. . o o d _ ::::. :.... :.. ;:;:. :..fl . • • • 714:82-.-E- .P........... ::......: ............... / 9.. co W- ... - . ��. �- - .... 0 718.0 T .0 ° ' °' ' --_ __ 15.3 p. . �.s o.. ::: ::: . 775: 21:......: ....:........:......:-:-:::::::: :: ::: : ::::: : ::: :: ::::- : :: : :: :.: 1...: q o g / a a / .......... ...... 15. 8E P `'- \ .. - -..... ..... - .:: . ��' -��: , • . • ... ............. . - `714.98 • T /�-.•::........ - � ��- t. -- ...... y K ;,. 1 7 - ............ 71.4.05 C L / ..- - -... -. �r, �,.... ..... ... .. .. ...... . .. 4.6...E . ••.�-:.: Z�:���- �•�••::: - -. ............. .. ..... .. ... ... .............. .. .................... 7 2.01 T 7 / r \ , a�. ,: ,t,.= :. n 1. w. / �.: . . q- 4 - 704.00 � .. ,t� :.• -• -. •Q'-• ° / \ 0 . - . . . . . . . . . :/ ' ' �3. �` .f 711.68E _ _ _ _ _ _ _ P =a 7' d i.�r S• o O Q ' �T Y'L i, ( � 7 V L' '7.12:89 7 ° E P' ,�fi^ Ir, 4: i,} : . - .. - - .. - - - --_. / �,�.:..... � � . _ . ... 71'4:4 .. E -. f �'� .............. _... >_ ,.x .,x .. ,,..: :...:.,:.:.;;. ... - .... P -'�•�'- ' '.- :x.1.3:.. - � R--'�' -' -'� e . . . . . . . . . . . . . . . . - . . .,_.. `;• ,. - r . .. .. ... _ ,, w ._,,- ,; -.,.�- � .. •. w. %.,,. r. x„ - . -. ,/ .: T.- �.....:: :.:. :. :-'•'•'•'�''''- �'''' - -'_' .•.•�.':. -- ,F<. ° - 715. '.F' • 1 5 T .... -.. 14:06 -C ;,, ft �• . � J °' ' -1', as .,F: °.z . t / z ^' U .-- .......- ...... 704.0 n C� -a � . . . . . . . . . . . . . . . . �� ^- .,,_ /.,..r . ; :z- ,;k o k ° ``'-- r� /;;':;, o ; PROPOSED 4x6 FILTERRA INL �F -10), P . ....... .... ... . ... ......... ... .. .. �7................. .. . 3 /. - ....... - .' ... . ... . . .. . . . ........ . 716:.7.7T C... 717.80T C '~-- _ / o I.:::J r PROPOSED 6 :'::':':': :' .:.:: •/. :::':::: :'::''.':'J:4�.:.............' NARROW CONFIGURATION, w/ 4 S 35 PV L .. ' ' . ' • ... • ' .. ' ' . 716.4.4E/P. - ...... - . 717.47E P j `yY.'r . YARD /ROOF DRAIN LINE .:.. _ a: PIPE. CONTRIBUTING D.A.= 0.19ac. Cw= ° _ ..... / , ' art' 1 ... ":. . "....':. /r''' UPPER FL= 713.97• DE x ^ .. . ............... ». UPPER TC= 714.30; y.v ° PRIVATE DRNG. / OF BOX =4 -2 ; 4 PVC INV. OUT =710. 5 . uj UPPER LEVEL FFE= 715.17 • . PIPE SLOPED TO DRAIN TO STIR. 1 _ 0 LaWER LEV�'FFE= 7o8.5o & 700.50 ESMT. , 9 � E . :.:..1.-.-.-.-.-.- :.:'. PROPOSED FILTERRA INLET ° I TO PROVIDE WATER o IV- `�a�, \\ � NOTE: TIE IN ALL REAR ROOF / QUALITY TREATMENT TMP 0 A2 -01 -00 -0710 + �` �` 708 5 \ DRAINS TO PROPOSED e / z o W • � �8 YARD /ROOF DRAIN LINES -4 : / 11,:4 . :: 6 / � w CROZET NEW TOWN ASSOCIATES LLC - / a 1 \ \ :II5 .. / 309,-SECOND STREET ST. NE z C ARLOTTESVILLE, VA 22932 z a ° �/ DB 4568 PG. 724 w EX 2.0 '�` �'�` EX 708.' / cn \ / ZONED: HEAVY INDUSTRIAL ® Z ° / / USE: LUMBERYARD CURRENTLY • ` _ UNDER REVIEW FOR REZONING ° a o or/ C3 . . CONTRACTOR SHALL ILL & OVERLAY THE `-" w � '• ` � -' •- °� •. � � .• � a: � ENTRANCE & PERFORM THE NECESSARY o_ a MODIFICATIONS TO ACHIEVE THE PROPER a Rq y EX 710.00 C W:.:: :':'.'...'.... -�_ PROPOSED CROWN ALONG ROAD. ROADWAY ° ....... .. -696 --_ 1 q : -' - :.:: 1 -- O; p I (69 P EX 709.6 E P _ o > ^ E / Wt. j1 / ° MODIFICATIONS SH L BE COMPLIANT WITH 1 ��C :...... :... a:'...•:.... . . CURRENT VDOT -STA DARDS & REGULATIONS. - 698 - - 0 Y` 700 \�� 4 4F'':.:. :. _ a - - ^) = `3 a t v to t :� - 702.. -- TMP 056A2=- 01 -00- 020130- - - --- �. ..::-:j:':•:':':':':' . ::... :' ::::: / COUNTY OF ALBEMARLE I --_ �`�- _ a .0 o ° C/0 FINANCE ADMINISTRAT N RNJ�49_ _ - --- -704 ° �'� a °.. ..... ............. . ...:.. _ .. Nj - ---�_ oc = U o 401 McINTIRE RD _ ,� �� i ru _ I 706 `�- ' .4 ::.. :-: : : ::' : ::- :::- ::::'...... :' :': ::: :: :.:::.:.:.: jog No. CHARLOTTESVILLE, VA 22902 �\ :......•-.-..'....' .'... :....'..-.-.• :....:. ...:.. / PIHC CAL _ _. -- �-�- DB 3239 PCB~ J a ` - ''` ::::. :. :(::. :.:.:. :.:.:. ::.:. :.:.::. ::-:-::-: - _ ^ 112 0 zo o ,o zo / 70 - 2 a.. ( 055 0 eo ZONED. RESIDENTIAL - �'� �� < . ° + EXTEND EXISTIN N BREAK EXIST E AND ' Q . ' STORM SEWER STUB ° USE: FUTURE SITE OF CROZET LIBRARY ' a ° ° SCALE 710STACL A VDOT STD. DI-2 B = `' 4 PIPE TO THE END OF THE / ( ID� p• , .. e. I5 +0 W° FEET UA CONSTRUCTION ; 0 O FU ° 20 ft ROM DPfiSED 9x (NOT UREROAp�� ° DEVEL P S .0 - _ �' `� \ SE PART T SHEET NO. / - _ - of 714 _ O +50 ��, '�;-�- --__ �� TOFP�NSII�S S_3 En / / / 700 \�� 4 4F'':.:. :. _ a - - ^) = `3 a t v to t :� - 702.. -- TMP 056A2=- 01 -00- 020130- - - --- �. ..::-:j:':•:':':':':' . ::... :' ::::: / COUNTY OF ALBEMARLE I --_ �`�- _ a .0 o ° C/0 FINANCE ADMINISTRAT N RNJ�49_ _ - --- -704 ° �'� a °.. ..... ............. . ...:.. _ .. Nj - ---�_ oc = U o 401 McINTIRE RD _ ,� �� i ru _ I 706 `�- ' .4 ::.. :-: : : ::' : ::- :::- ::::'...... :' :': ::: :: :.:::.:.:.: jog No. CHARLOTTESVILLE, VA 22902 �\ :......•-.-..'....' .'... :....'..-.-.• :....:. ...:.. / PIHC CAL _ _. -- �-�- DB 3239 PCB~ J a ` - ''` ::::. :. :(::. :.:.:. :.:.:. ::.:. :.:.::. ::-:-::-: - _ ^ 112 0 zo o ,o zo / 70 - 2 a.. ( 055 0 eo ZONED. RESIDENTIAL - �'� �� < . ° + EXTEND EXISTIN N BREAK EXIST E AND ' Q . ' STORM SEWER STUB ° USE: FUTURE SITE OF CROZET LIBRARY ' a ° ° SCALE 710STACL A VDOT STD. DI-2 B = `' 4 PIPE TO THE END OF THE / ( ID� p• , .. e. I5 +0 W° FEET UA CONSTRUCTION ; 0 O FU ° 20 ft ROM DPfiSED 9x (NOT UREROAp�� ° DEVEL P S .0 - _ �' `� \ SE PART T SHEET NO. / - _ - of 714 _ O +50 ��, '�;-�- --__ �� TOFP�NSII�S S_3 En 28° 6rAtdatic Taa Unit 16• E� 1 -112' SSttra,�k I . x11- trtrt -.� I Laralth = 4#r- 28" REDI -ROCK UNIT (Nat to Scale) FAmce Past zs° 6radabrt Am Me To Rem -Rack Unit Care C,-AR tff% Tag u"R Tap Ur t arjGrawtPltl A"Milftlor JRin 129 6 hires ed Fm Fdter Fabric Cvw stmrr AY.in Iz- i'rs't:tTr•r1: 7�1�T} oa. ,, I'A* 20 uni# ALTERNATE FENCE POST DETAIL (Nat to :TCaic) ca-2 GENERAL NOTES; L T4E DET =TAiU ITA"C WALL RE MWCO BY 1111ILWATID "A% A f. QRI•'rT{m- u.e�ajIRN�yO xa s! A•b cCnaQr! :euaa A•a t- aeecARn ; ITTNtP FL'�R MTy faOT w�[ 1M N•11[��Q�CTDyC Plr N it�,yD' TN: y,µ1 MN: NMp"'MRS' YAT �TUP� KT� T rAY#L Its. r'"iRACt ■ Ct iLCT/Y.t TYPE A : Ii,t�T °e gl �'x c 1, it�«+Ff" piQnR1°ry �"eaReips PERKNDI(UAAR sim ,. Vie' p ` "L4ata�� ' n�t17A : i tiudi A E N 154 , si "N lla:jAOF AAP FLOOR, M441CPT RY,PFLFLOM, '.HAAWAN� ibI rAA C]K71 ' AmYCR 7Y - rCLNpAAp Tit R T in OACIO Rw�q TYPE B AL VCLLaLO iNpa�rEA� A +4a H�a'y1�q�f"pt. PARALLEL a[T t �Y ! � • Y Ai 0. A SCI, T1 ! A •AISLl T 1#4 aL.gPIN 00!311 Rr y b �(, 11. �AY� FC CLI! j Ali ALIfAt 1ATX ,IIAY�nRU7 Ay[p� 4'� • ATfttlt ,tyre At Tar a� 0utll a r -a- a A- T4 N rw ru�mlarRrA -MINI- TYPE C T. r4ArF�e�o+Tlr'seYY < PARALLEL r PERPENDICULAR TlE tRTFTTaIF C f). WK N IX Rba"'A ,t¢ "0 N atlItAA4 -CW iNR1 A Q•IAA<a KIT P" iiC MTINY dOi4 3.11'11 BE TK ff iTX aP -Te '?AI[] 1/+�L Pa7N IL N i F 3 ALA, ��yraT�� T_� fq] l �, L' Lkia AFJ MA TK � T!R !'�� i111R:ATlb aCll! IL _ �R,,,'Ip�FE/A,� A�iA4��l1 .0 MA aao0 L A)asao oaaaaba ° !I. 1 •a a all Daa b a aa a a so ao 0 0 a aa b '.0: LAAOAAI RN aa b b baa a0 aaa a11ba aa o a aPaea a a aaa naasseen aaaoJ_} KCLIIQU ar I,,,YATSA111 ' UP FL= AT aAC(A C DETECTABLE WARNING TRUNCATED DOW DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAL , ,Ire tT�AT CC-12 DETECTABLE WARNING SURFACE %Vvlcr A a tGENERAL NOTES! !%I 7tw a wrimm II Mas 7�AI VMA{ OUMTMENT Of TitNlMbiTATON RaaA4oal sail VDOT Na- 57 stasis 28"„ 41" or 64r Red-Rock Unit \_ R' Pufar4XEd DM9In Op4A Saint (Wap4 hale) &!-Max 401 Q -C. Pipe Notch Out &lock - brain to Daylight DRAIN 0ETAIL (Nat to scale) 5EFE7ALH40TE5 • REDZ- A4CR_' _ -._. 10 5" Vt6tTAnW AtIZ CV6.011C WtL "Ohl, TH* WALX. + GENERAL NGTO AND VAS_ ALt rt `ik I9T, TM I WA 2b gEtJCHi CUT ALL EXCAVATED £.5-, CCt'JRDA Wt ASTM 6 -4.... %N A 34Ct; TH SAT // , 11a11tM1! a YRID WI7Fi rf�.'f/1a1R0� lt1tP �1 Ta R ON M.A"IAA CGS DIRECTED 8Y THE 6eMCk1P=r_A1_ St F4 9:1£ Pl kMWA6E PAS5D* '.. 8° THK. REINFORCED C 4 112 tW`14 too 4A ecIM / 4CTORSWLLETdSURETOM POPAC.YEXCAVATLONSAREsMUX AerteT iIF�Ii �t'�iC� �ar1aAL A ttYlult IIDIOIFAL• 4, AM Mb0VtW EXC'AVATTGN SU"TIF F4£MCM,. PLAN YEW ENTRANCE NOTES iEO LT§CiriLCAL Et. JEER #4ALLViTeTtW fe7s1r8�ATIaSN NO.4 dU3 a. SC1t„S 0- S8 46eOMF1":4t lilt fit DtSt6N PAP A.MA"- 'L#P5. I INX wA"a oast s LEVM_-46 PAD 504AA1- CMJSt5T40F COAW'AM0 SAND. 6PAV£L, with the test results for approval. a OR COO AGN n0*4 AND SHALL RE A AL'sXIM LIP R t2•If" THIa 13.0 A V18RATCOV PLATE TAX"R SHALL. B-E USED TO DeNSIPY L MY11,110 coos 'k, ��wl �rrFn swoAra AM neBa1LIQ IM lo' WIDTH Of LEvEL1Lt46 PAD SMALL se 40 *Til: ws Im 28- L11"IIT5 MIN. INTERSECTIDN NOTES Im AIANATIkMT 11RA11E atlfArl11Et tNM A NIIA11Q40 PAIRYL • ' PROPOS SECTION A - A A.ASSIT"ZD AS 6W, b-, , 6C, SW, SP, 54, SC, CI- 00 M1 WHICH ARE - a � YA A CtNOLOIAIAETER "TtEO HOPE DR.Ab04C Ptn SHALL tW tW ALL1b ALLOWAME ENTRANCE GRADE CHA'IGES MO E] OE tFm THE WALL flno 00",ECT TO WESM-0ES D45TAUJM At COMPACTED TO A MtT$WLLN OF 96$ Olt MA?=V* $TAIZARD RAVERSABL THE 80.5E Of THE WALL (40 F W CAN MWMI MJ0 EX'T'EM BEY•L7trD p1JMtl iakbrr.. lit- f'•Y.•,i. k .i 't,•iL •'.k•' - LIn11AY0e YSYtQ le PfinFORMETa AS THE WALL IS tMrALLED COWACrWN an MAIF4/. 5EASWF" TESHALICONSI .STOFIRANANOULARSPAVEI. WITI4 3PE' ETOFTt4: WALL M444Ldry"LtiATTE.TAtoHATSi• ILIA11 ICIQ rwln Qa11 +R11 a a OFFRA.TED VcK; NP1N;r. ROPOSED 6 FO6J0W.NG&RKMrOtiAS oLi MINE' rih7AC [4P.i]AtCEtYttT1ASTMTr422. I,A ` AMPS w/2: t5_0 FILTER FA�IC(M.IPAn 14MA CR E� "ALPrr) 554#„166 9Et7TAlNI C-n I LA r aaP Im a6A is WHEN SIDEWALK 1.112 .NCH 100 SM FILL SLIIRE AWVE THE WALL W HERE AMJCA&E, M ft", WT M Wt rJ 160 FTLL PLACED WT TWIG 12 INCHES FROM THE TOP O' THE HE WALL METHOD OF TREATMENT I.Ai' 2S .66 1„011 AAO r1A1 ormahm aaa MONNECT)ON FOR Il MUT I AND CDMW MM& ENTRA M) 1rTF®rt mss AI�T 1 m T N0, ?W Ckffi MATERIALS, mo NEST THE MINTMItat son. SHEAR STRENGTH vpm DTA7RMW W IMPPMA 7= YaD4 28° 6rAtdatic Taa Unit 16• E� 1 -112' SSttra,�k I . x11- trtrt -.� I Laralth = 4#r- 28" REDI -ROCK UNIT (Nat to Scale) FAmce Past zs° 6radabrt Am Me To Rem -Rack Unit Care C,-AR tff% Tag u"R Tap Ur t arjGrawtPltl A"Milftlor JRin 129 6 hires ed Fm Fdter Fabric Cvw stmrr AY.in Iz- i'rs't:tTr•r1: 7�1�T} oa. ,, I'A* 20 uni# ALTERNATE FENCE POST DETAIL (Nat to :TCaic) ca-2 GENERAL NOTES; L T4E DET =TAiU ITA"C WALL RE MWCO BY 1111ILWATID "A% A f. QRI•'rT{m- u.e�ajIRN�yO xa s! A•b cCnaQr! :euaa A•a t- aeecARn ; ITTNtP FL'�R MTy faOT w�[ 1M N•11[��Q�CTDyC Plr N it�,yD' TN: y,µ1 MN: NMp"'MRS' YAT �TUP� KT� T rAY#L Its. r'"iRACt ■ Ct iLCT/Y.t TYPE A : Ii,t�T °e gl �'x c 1, it�«+Ff" piQnR1°ry �"eaReips PERKNDI(UAAR sim ,. Vie' p ` "L4ata�� ' n�t17A : i tiudi A E N 154 , si "N lla:jAOF AAP FLOOR, M441CPT RY,PFLFLOM, '.HAAWAN� ibI rAA C]K71 ' AmYCR 7Y - rCLNpAAp Tit R T in OACIO Rw�q TYPE B AL VCLLaLO iNpa�rEA� A +4a H�a'y1�q�f"pt. PARALLEL a[T t �Y ! � • Y Ai 0. A SCI, T1 ! A •AISLl T 1#4 aL.gPIN 00!311 Rr y b �(, 11. �AY� FC CLI! j Ali ALIfAt 1ATX ,IIAY�nRU7 Ay[p� 4'� • ATfttlt ,tyre At Tar a� 0utll a r -a- a A- T4 N rw ru�mlarRrA -MINI- TYPE C T. r4ArF�e�o+Tlr'seYY < PARALLEL r PERPENDICULAR TlE tRTFTTaIF C f). WK N IX Rba"'A ,t¢ "0 N atlItAA4 -CW iNR1 A Q•IAA<a KIT P" iiC MTINY dOi4 3.11'11 BE TK ff iTX aP -Te '?AI[] 1/+�L Pa7N IL N i F 3 ALA, ��yraT�� T_� fq] l �, L' Lkia AFJ MA TK � T!R !'�� i111R:ATlb aCll! IL _ �R,,,'Ip�FE/A,� A�iA4��l1 .0 MA aao0 L A)asao oaaaaba ° !I. 1 •a a all Daa b a aa a a so ao 0 0 a aa b '.0: LAAOAAI RN aa b b baa a0 aaa a11ba aa o a aPaea a a aaa naasseen aaaoJ_} KCLIIQU ar I,,,YATSA111 ' UP FL= AT aAC(A C DETECTABLE WARNING TRUNCATED DOW DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAL , ,Ire tT�AT CC-12 DETECTABLE WARNING SURFACE %Vvlcr A a tGENERAL NOTES! !%I 7tw a wrimm II Mas 7�AI VMA{ OUMTMENT Of TitNlMbiTATON RaaA4oal sail VDOT Na- 57 stasis 28"„ 41" or 64r Red-Rock Unit \_ R' Pufar4XEd DM9In Op4A Saint (Wap4 hale) &!-Max 401 Q -C. Pipe Notch Out &lock - brain to Daylight DRAIN 0ETAIL (Nat to scale) 5EFE7ALH40TE5 • REDZ- A4CR_' _ -._. 10 5" Vt6tTAnW AtIZ CV6.011C WtL "Ohl, TH* WALX. Ld 6V6LsE8lE'Ca FIl15kiALLCP.k45i5tCar Alt VDUTFY3. 6T 5T0taE 4" VDOT 23A AND VAS_ ALt rt `ik I9T, WET00 THR fGtit NIT fiisAL 41iOPA, AS UE 1 kil t 2b gEtJCHi CUT ALL EXCAVATED £.5-, CCt'JRDA Wt ASTM 6 -4.... %N A 34Ct; TH SAT CC NOT EXCAVATE WYOF4Y EXCAVATION LV.X5 SHaWM _ 0 4 I 4. CG -6 CURB ON M.A"IAA CGS DIRECTED 8Y THE 6eMCk1P=r_A1_ St F4 9:1£ Pl kMWA6E PAS5D* '.. 8° THK. REINFORCED e145ts&M TO k9MOVE LASSLnTAXLE SOLL 4 112 tW`14 too 4A ecIM / 4CTORSWLLETdSURETOM POPAC.YEXCAVATLONSAREsMUX 10440 91.400 CONTINUOUS WITH AM Mb0VtW EXC'AVATTGN SU"TIF F4£MCM,. U2 VX:H 26 • r4 6o iEO LT§CiriLCAL Et. JEER #4ALLViTeTtW fe7s1r8�ATIaSN NO.4 dU3 SEE DUMPSTER PAD SC1t„S 0- S8 46eOMF1":4t lilt fit DtSt6N PAP A.MA"- 'L#P5. NCI.=O 6D LEVM_-46 PAD 504AA1- CMJSt5T40F COAW'AM0 SAND. 6PAV£L, with the test results for approval. a OR COO AGN n0*4 AND SHALL RE A AL'sXIM LIP R t2•If" THIa 13.0 A V18RATCOV PLATE TAX"R SHALL. B-E USED TO DeNSIPY s a R s s a a a S�UpIl�liapT6O0�1T111�10�17�fET1�Aa11M11�J111112 MAt _ f i d ° -f- tGww�IIT �IlZAIC 11;4 ID lINM OWN To ,= 60 M is )RFlf it. LA Y $64 SLA'PORTL-Cr BY L *=51'UREEIr SCit.OR. P*_ rM3 50 rAL VDOT NO Sr STONE: CL"4rPACTTY,TN TESTS CAN K WAIVE'C1 �rrFn swoAra AM WL#PE VDOt Na. 1Y StOW IS 415ED AS "L, lo' WIDTH Of LEvEL1Lt46 PAD SMALL se 40 *Til: ws Im 28- L11"IIT5 MIN. 6' YAL,HTHOFLEVEi.'Tf"KPADSKAIJ- Me 53V40*5 FM. 4Z'VFZM 34.0 ALL urwm 0,*11,45 EbFILL5HAatVNaSTOF *4.5TTES.Cd4T. PROPOS WIDTH OF L PV"16 PAD SHALL IF 12 t WW$ FTt 6* INUITS. A.ASSIT"ZD AS 6W, b-, , 6C, SW, SP, 54, SC, CI- 00 M1 WHICH ARE - IN RAMP "JEE OF C ANt 4 OR OT14M DELEIVRICIUS. NGN -SUIL wLTOkL LS, YA A CtNOLOIAIAETER "TtEO HOPE DR.Ab04C Ptn SHALL tW tW ALL1b i4FERE[i PILL SHALL ge H rN 0414CHL:VTS 0M MO E] OE tFm THE WALL flno 00",ECT TO WESM-0ES D45TAUJM At COMPACTED TO A MtT$WLLN OF 96$ Olt MA?=V* $TAIZARD RAVERSABL THE 80.5E Of THE WALL (40 F W CAN MWMI MJ0 EX'T'EM BEY•L7trD MocIOR tea 4 1TY (ASTMS 0.698). W. "ACTION T EST5 SHAU- TRAVERSABLE THE F'"4. MADE TO DAA104T(SEE D4At14 C eTAtLy_ le PfinFORMETa AS THE WALL IS tMrALLED COWACrWN an MAIF4/. 5EASWF" TESHALICONSI .STOFIRANANOULARSPAVEI. WITI4 3PE' ETOFTt4: WALL M444Ldry"LtiATTE.TAtoHATSi• 4' MIN. (vavT N0. a7 5TOW) Wt 114 A Mn•,cv:..W I2- "CLrnESs. All Ffn- 116'iFLE OFFRA.TED VcK; NP1N;r. ROPOSED 6 FO6J0W.NG&RKMrOtiAS oLi MINE' rih7AC [4P.i]AtCEtYttT1ASTMTr422. I,A ` AMPS w/2: t5_0 FILTER FA�IC(M.IPAn 14MA CR E� "ALPrr) 554#„166 SIf1tE StZ£ FOMJTAGE PAASD46 PkCATDM AS A foRAZ _ SQPARATCR. BET *eVN THE 51*4 E ANDr THE WHEN SIDEWALK 1.112 .NCH 100 SM FILL SLIIRE AWVE THE WALL W HERE AMJCA&E, IN I INN 96•100 160 FTLL PLACED WT TWIG 12 INCHES FROM THE TOP O' THE HE WALL I.Ai' 2S .66 Md1 TO I1$*_STARL1_SH SPADE ALONG THE SLOPE SHAAL LONSiST CIF '., N0. 4 0.10 VAOPSAIZf SOtI.° fAE'E OF DE6R'TS OR OnM ILOL TTA10US N0, ?W Ckffi MATERIALS, mo NEST THE MINTMItat son. SHEAR STRENGTH V, UrS As OLMMr5 tN TFR t4TST:tTV PAPAll, IVA M 90 RA •R= LTi: rS P.OU D taAkE11$5ZON5 SHALL BE 12 040-ES HdGH. WrAIY -'U Sala. - *A] TE 4. RAMP W/ 12:1 CG-22 46 'th. CF F5 WIDE k,0fZ THE FACE AND 28 Z\rC -6S FWM f4M TO REAR 070 LLWPACCICti SF4#d.L Be TO A M�`.L".M.�.,1M OF P!L':C CA°' lYl/iXiMUM STAkLARQ (2r UINIM)• 41 V KHES ROM FACE TO PEAR (41- 11,9+tl1T5) PROCTOR DEMLS'I'•LY (A57M b.69f!I C✓OWPACTION TESTS 5HAV- RAMP wl12i.L A"Z 5,: V4 4 -S MOM rACE To lkEn (67 L"I's) BE PEpA<**I55V AS THE W0:. IS INSTAL FC, f. AMON AND SHALL NOTDTFFER MOP_5 THAW f2 %trVIAYTON IN THE FACE W'2Tf -ttN 9 FEET Cr THE WALL 5.'+IACL EE LSMiTE''a TO HAdgS- 0tNFM.ION :s AM - I INCH TN MOO FROW TO DAM MPATED E4"'$132 WN T' Wr'_4+4T OF RED: -OM Zr GAAb ALR-£ TOP LA"4"TS - IZZ3 LDS- 18.0 OON,tTRA4YM 94ALL SLO" SITE IRA DES TO b'IRECT SUAFAtE:' W£204T OF RE1514t= 28r MSDDLE UNITS 21,630 Lass ti 40" AWAY FROM WALL AT EFn Of EACH DAY TO AVOID VVEL04T OF IkM14 X*X 4r MSDDLE U!,_-r3 . 2 al L$S ± WATER I:k"AgTNS THE WALL WWILF L*Zek 01kMT itKTIOR 1HA11&4T Off PeD14 iCe 41. 90TToa LAti:TS- 2,4,%L&- -I Igo AW DACE DMJI.HASE PEATSAEs. tiFOt5H 6RAUtW. FAWNIP4T, WTnT_&4T of REDI. LM AO° MIDDLE 4JAOI15 " 3,290LAS + OR rLM SHAM BE TNSTALLM TMI MtAMY AFT13t WALL IS C00RETE YYE'."F+iT OI' RFDT•A�XK 60" BCFT'TY?At VA.'"T's a 3,420 t. Its+ 201] IF sM AND, SOIL C tiTTi4N5. YM'Ak16EOA1,ti4.Y. dt WALL LoADt1A AVE DL'FFF.A" THAN r V COAW- •-OG.S AND THE OESi6F4 too A I.L n I!,KH SMACK PM Ltd?; SHALL ARE MAD VAThWD FOR PARA.N_- RS, TW Cbh1TRACTO7P MUST CYN TACT THE WALL DESTI;N PR" DATTT34 (SE, 4 DEPEECANT"DM +DTI P L)L a, *V M lTUQR TO MXMDIW WT1H TW C0Ak5TM CT'.0N OF HD F:gb ADIVSTMENTS OF UJ= ALTSKWENT MAY BE AVLbE TH£ WALL WITH THE LRSE COO SWALS OR ASPHLALT SHI!I ALES TO RAISE 21.0 4E°rAtt. FCR 6UAP.2'RA21. POSTS AT THE TOP OF TK WALL OW COLVSE OF IILOXX BY A AULC#1Mt CE V4 D404 VFRTWI, HEIGHT. ARE Piktr%etbeb FOR P.ACEMFNT OF POSTS Note: 1. Final design of retaining walls shall be performed by a structural engineer and these designs are not part of this set of plans. The retaining wall designs shown on these plans are approximate in nature and are subject to change with the final design performed by a licensed professional structural engineer. This applies to all retaining wails shown on this set of plans. 2. Contractor shall notify Collins Engineering with the final designs of the retaining walls prior to construction for verification. 3. The following redi -rock block sizes with respect to the wall heights are an approximation. These values are subject to change with the structurally engineered watts, by others, and are provided for informational purposes only to assist with price and quantity estimati Ons. Will Heights Above Block Sizes Bloat Sizes Proposed Grade Above Grade BelowGrode" 0-15 29" 41" 0 -45 28" and 4Y' 41" 0.7 28" and 41" 41" 0.9' 28" and 41" 41" 0- 10.5' 28 "and 41" 60" 0-12' 28 ", 41" and 60" 60" 0-13' 28 ", 41" and 60' 60" * Concrete extension footers for block retaining walls maybe required. This is possible for the entire length of the wait, but is most likely only required for wall heights in excess of 15 feet. An appropriately compacted foundation with backfilted stone and drainpipes in accordance with current regulations are required for the entire length of the walls. ROAD SECTION 1 5� (H) EXIST. GROUND EXIST. GROUND REWSM d \ d in ) 6 "0 BOLLARDS =' a ""'CDEIAIL, TO BOLLARD THIS SHEET CD I 4d o I I iC) I in W OODEN GATE, d WOODEN BOARD 6' HIGH DUMPSTER ENCLOSURE d d d 01, 1' ' CONCRETE DUMPSTER PAD w/ BOARD ON BOARD DUMPSTER SCREEN NO SCALE Ca•Q 0 A a. ` T AE t YA1I.m 4 a r "TM A MM } a. w° J WITH BUFFER $iRP RA'r RAM - e! ;Axe A ! TAeLet�Tt paYC{ N2� 77t' i •7T IIliN3 � PYA 11MX 9F bun ��� oTM rUFFJ:R ITIIIP Gail U4 YA S =CTICN A -A _ ��° t WTHMIT BUFFER STRIP T�la..".'lOII I "JIC7lAIALN i 1 e 5ELT ON 9 -8 o a Fps N, ApT n r� N0T'Eal �i Sit- ib' AE! ON THE DETM"AILE MAMMA 2Lr1aE. aSQNewuR,i i . Ig I�1�ET16AFi1Lk rl TYPICAL INTERSECTION " WITHIN CltOS WAUt bRQ TYPE pl. ArICkILEL M PGRSIAi 41 ,, If NaYIeN sill N PCCiY mum . LEM" �- / 4" VDOT 23A a d O� A d d d STONE BASE a _ 0 4 I 4. CG -6 CURB PROPU 4 '.. 8° THK. REINFORCED d d a CONCRETE PAD (POUR -12 TYP B d CONTINUOUS WITH 1 _+ a GENERATOR PAD) COURSE 314 ":1' SEE DUMPSTER PAD a n a DETAIL CONCRETE DUMPSTER PAD w/ BOARD ON BOARD DUMPSTER SCREEN NO SCALE Ca•Q 0 A a. ` T AE t YA1I.m 4 a r "TM A MM } a. w° J WITH BUFFER $iRP RA'r RAM - e! ;Axe A ! TAeLet�Tt paYC{ N2� 77t' i •7T IIliN3 � PYA 11MX 9F bun ��� oTM rUFFJ:R ITIIIP Gail U4 YA S =CTICN A -A _ ��° t WTHMIT BUFFER STRIP T�la..".'lOII I "JIC7lAIALN i 1 e 5ELT ON 9 -8 o a Fps N, ApT n r� N0T'Eal �i Sit- ib' AE! ON THE DETM"AILE MAMMA 2Lr1aE. aSQNewuR,i i . Ig I�1�ET16AFi1Lk rl TYPICAL INTERSECTION " WITHIN CltOS WAUt bRQ TYPE pl. ArICkILEL M PGRSIAi 41 ,, TYPE C PERPENDICULAR NaYIeN sill N PCCiY mum . LEM" �- / 4" VDOT 23A tiry� I A a notify the Department of Engineering (296 -5861) 48 hours in advance of the start of construction. STONE BASE 4" CONCRETE PLANTING CG -6 CURB PROPU 3 A Q a 3 -12 TYP B •' aw.w 4'ar a serRA r&+ DtACQNAL PLACMENT tVITH EPFER STRIP gM Aa AIaAa AAa�ra�tTMa410! CG -12 DETECTABLE WARNING SiURFACIE rttT 1 s a NLY9DN )ATt TYPE B (PARALLEL) APPLICATION hm 87.Oa a +n volim §D%VCENT or TWOMMIWATM an TRIP GENERA TM, SCALE. • 1 " = 50' / * 10,000 ADT IS PENDING NAL / DIRECTION FROM VDOT RDVIG INTERNAL CAPTURE ALL NCF. / / 1I A -ml-- 4-mivr. m aTAP = r< °° ° GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS r"T a -9 VILA „ x (,111 0 1411341-1 Can?, �nT' 1. Prior to any construction within any existing public right -of -way, including connection to any existing road, a permitGYL�" j shall be obtain ed 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. Construction inspection of all proposed roads within the development will be made by the County. The contractor must SCOTT R. COLLINS'Z A.+a� r"'Nb'A�iD ppWI xeAlAL4 notify the Department of Engineering (296 -5861) 48 hours in advance of the start of construction. fiC MOT 100 R rM ZrAU TANDEUT PLAA1 } L TYPICAL PLAMINT J. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation U No. 35791 t•4^ MAt a�•11• tQA. OF AIw�I rAs cra i°r.Ar Al INTER}EC1130t pipe PY Y ( ReA YtTrH rIAFrEIt rr h for underground i e installation must comply with OSHA Standards for the Construction Industry 29 CFR Part 1926). A, N11NR „., 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and IN aL"t °' L RPun"? A n� a, mile must be installed prior to any clearing, grading or other construction. ,' ,: ; - •'. • • 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests �SSIONAL performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. if a subgrade soil SECTION A -A ,. ,� CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted Ic with the test results for approval. Y e'cb="i,'ic�;"Ar 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2.-1 AT t;LK.aAYA: ra T°A" of tt.ra (horizontal. vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. t b t d th' th bl' ht- f- fh" t to PARALLEL III APPLICATION TYPE C PERPENDICULAR NaYIeN sill N PCCiY mum . LEM" �- / 4" VDOT 23A tiry� I a 1111011LOC1 Lm notify the Department of Engineering (296 -5861) 48 hours in advance of the start of construction. STONE BASE 4" CONCRETE PLANTING CG -6 CURB PROPU + A t a 3 -12 TYP B & GUTT R STRIP 1 _+ PLAN VErf SHCWINIG PI.ACESElIT OF aJ4�:1' COURSE 314 ":1' PRO OSE TYPE C 7. Surface drainage and pipe discharge mus ere sine wi in a pu is rig o way or wi in easemen s poor acceptance by the County. All drainage outfall easements are to be extended to o boundary line or a natural r watercourse. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the t Wh MHO I'm b� Director of Engineering, or the Director =s designee, it is deemed necessary. en guardrail is required, it shall be �iAbatcX, rrn aF zan NC!"t FM MARL AOTtt ANA nQ WINTANU 4114"M uMMa, installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be ' 31H 114Q1 12, i we rGtarm a• cum T-P4 Ma TM CaAIIiN'A W TA increased to seven (7) feet. ai r[4 $"P YAY YMY TO VU_ wpm FEZ cmXINl AO AaADUa• otaNETRa4 24aYTai4! TIE wErtaAS A15 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). S." Alt At MortI IMTABUV_1K'1w.l Z ' as m��y 'a �t4M �� 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-L W rA rlr,Lomacm TK *CRT A!R -CNI LA4 NUN -a TK 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion IRMT CAN ■C PUTICTCO a- A L40WARa K RAW DR =11190M Ta TIE VXfA1A P-W A rAAPO %WACG of the Director of Engineering, or the Director =s designee, it is deemed necessary. Z WEWWArm CG-12 DETECTABLE WARNING SURFACE 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on al! residential subdivision O TYPE C tPARALLEL $ PERPEtIDICULAR) APPLICATION REYebr oA �a[T04MOWa a streets. Vs YrQRA MARMOT W TRIAlCRTALQN Y+11 m,D, 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement Fr^ section detail, shall be strictly adhered to. Exceptions will not be allowed. 01 v 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at all street V intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements ". The FM Lu developer shall be responsible for maintenance of signs until roads have been accepted. Z 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to 0 O signing and recordation, then approval of these plans shall be null and void. to TRIP ERA TI`` , BASED ON lTE lP ATION {4L' 10,0 GE N AL OFFICE (l LUC 710) 80% OF 12, 00 sf= 1, 600sf ADT 1,600sf x 1101 ADT/ 1000sf = 18 ADT . AM7AK: 1 600sf X 1.55 VPH 1000sf = 2.5 VPH ENTER T. PEAK. / PM • , 600sf X 1.49 VPH/ 1000sf = 2.4 VPH (0.4 E RS, 2.0 EXI .` 7 -� REST# A T (/7E LUC 932) $fJ9 F 4, 700sf= 3, 760sf ADT- 3,7 f x 127.15 ADT/ 1000sf = 478 ADT v /AM EAK.- 3, 760sf X 11.52 VPH/ 1000sf = 43;.3 VPH (2 .5 E TER, 20.8 EXIT) PM PEA- 3,760sf X 10.92 VPH/ 1000sf = 41,.1 VPH (5.1 E TER, 16.0 EXIT) K. / 5,ff Qz-� J o/� f F`� 727 ADT 'JTUR t, READ OMM RCIAL (l7E LUC 814) RESIDENTIAL (l 0) % OF 5,400sf= 4,320sf 6 DWELLING UNITS ADT- 4,3 44.32 ADT/ 1000sf = 191 ADT ADT .72 DT* 6 DU = 40 ADT AM PEAK. 4, Osf X 6.84 VPH/ 1000sf = 29.5 VPH 4. ENTER, 15.3 EXIT) PE .6 DU X 0.51 VPH = VPH (0.6 ENTER, 2.5 EXIT) PM PEAK: 4, Osf X 5 VPH/ 1000sf = 21.7 VP (12. ENTER, 5 EXIT) AK: U 0.62 VPH = 4.7 3.1 ENTER, 1.6 EXIT) R/W C/L VDOT STD. 0-12's SCALE: > " =30' art Lj a A # y iSt.'v'�.i { � S. C t'1°'. '• .y► .a11 "' li:l ti�i�;�•_,E "- -_'..' TTF ....... 4 AC• 17 jI 1{ x. . ,,,,,,,,,,,,,,,,,,•, • •111..1......,...,.. LA5S .44' 7p'N ..t.s: I. PROVIDE, A 6' THtCi, GRAVEL BED BENEATH THE MEILR VAULT. 2. PAIN!MUIlt WAIL THICKNT,SS FOR FRECAS: OR PL)UR-IN -PLACE VAULT Sa1ALt. MINIVUJV WALL TFIICK�:ES5 FOR VA111_TS CONSTRUCTED O,- MASONARY BLOCK SHAit BE 3. 'I'HE OUTSIDE OF THE VAULT BELC7A1 GRADE SHALt 6E COATED WITH AN APPRO.rVED ! AT'ER, PROOF €NC: COMPOUND, TYPICAL METER VAULT (1 1/2" METER) NTa Flt;- W_ 713 TO -I2 6• Top View 3' )imum Ce. *:rlcal�ar•, c! 95�a Galvanized Steel Beams, W12 :K 14 (min_ 5L!C) • -••••• 3' mir*.. penetration, €I undis' sail ,car as approved by thL- ACSA. 8 , A d SE''AIER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FC?R THE SERVICE LATERAL IS INDICATED THE TOP (CROWN) ELEVA.TiON OF THE SERVICE LATERAL P.nE SHALL BE AT LEAST G.2' HIGHER THAN T}tE TOP (CROINIJ) ELEVATION OF THE THE LOWEST PIPE CONNECTED T-D THE MANHCLE. 2 SEWER LATERALS TAPPED INTO All EXISTING SEVER MAIN SHALL BF. CONNECTED USING A PIPE SADDLE. 3 P � h A G RACE FOR SERVICE E { NhEt TiO J SHALL BE .4 i (I /t" PER FOOT) A, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4' 5. ALL SEWER LATERALLS SHAtl HAVE A MINIOUPA COVER OF 3 FEET FINISHED SALT--/ TREATED 2 x 4 MARKER PLUG ENE) OF --- MAIN LIN SERVICE LATER.A SECTION • 4S"0.0" 1,--IN LINE WYE -TEE I PLAN VARIES SEWER SERVICE LATERAL CONNECTION n' M" ti "4'iJM 5 %de Views .;o • 1 �� d LS .A a 5* TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W.3il TD - 5 CURB FILET FILTERRA INTERLOCKING FILTERRA UNIT STORTU ER - JOINT (T•Yp) I' COMPRESSION x 3/4 MALE PIPE COUPLING STRUCTURE vF rt a sax? t DIMENSION PR'MW RLTOM TCP 9tA9 ('rrP) EM Activation E10(dentlnn Systems a- r - - a. •+ c FLIEM THROAT INTIAL SACKFILL` OPtTaINO• - s'A31N (6' LIFTS) EMBEDMENT \ \ \���\`� \1 Ih��`�✓ {' � I���1ii,,,,�� ,��,__''.��t''�� ...:. : \ -�.. - :.^.:G:= `� ::3'•'�'r � .:fit .,.. �'�1� it "'i, 7'' I .,.�S; +A,.•:'t':•;\ \ \ \\`\ \�\`\� BY HAND OR APPROVED SPRING LINE °' ME C.14ANICAL TAMPER T I Jt: 10° MIN, -pp" otmEr fin sro>aL OorraFxT n.1x1E a GUTTER 1'x1',1' TEE BEDDING 6' max i 4' min DOWEL ('np) JA NOTE' REQAJIRED WHEN SOIL. ax WALL INTERLOCKING FILTERRA UNIT STORTU ER - JOINT (T•Yp) I' COMPRESSION x 3/4 MALE PIPE COUPLING STRUCTURE vF rt a sax? t DIMENSION PR'MW RLTOM TCP 9tA9 ('rrP) EM Activation E10(dentlnn Systems 24'Ml FLIEM THROAT INTIAL SACKFILL` OPtTaINO• - s'A31N (6' LIFTS) EMBEDMENT �� } THOROUGHLY COMPACTED �'• BY HAND OR APPROVED SPRING LINE °' ME C.14ANICAL TAMPER T I Jt: 10° MIN, -pp" otmEr fin sro>aL OorraFxT n.1x1E a GUTTER 1'x1',1' TEE BEDDING 6' max i 4' min DOWEL ('np) JA NOTE' REQAJIRED WHEN SOIL. ax WALL CONDITIONS APE UNSTABLE ALL. PIPE FWUE •7 �. DUAL ERVICE ` I VARIES CHANNEL TO BE . EF Ulvtr PERFORATED / UNDERDPAtN SYSTEM CaC3 49 arnucluRc I and s:mds. The fall visit helps the system by Temo-,ing excessive tear litter. BY AMERICAST tsTLaktTr Ix BOX MALL I' TYPE 'K" SEE BELOW FOR DETAIi.S NOT SHOWN 0AW BE L:om) CROSS SECTION MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED O BY WRITTEN AUTHORIZATION FROM FILTERRA Mfla. 6" BEDDINdG FC_IR USE ON DETAt.HED SINGLE FAMILY DATE; 07 -07 -06 DW.- FLP -2 4 -6' CLEAR THROAT RESIDFNTIAL SERVICE WHERE AN IRRIGATION TOP SLAB BY THE CONSULTANT FOFHE SOIL CONDITIONS. QZp FaTYPICAL TERRA� TYPICAL FLOwcreasi EXTENDED OR NCIN - EXTENDE'D BASSES. Items1' r oxocTMAI..� AND OULEIr PIPE RELATiONSMiP SINGLE SEP,VICE TYPICAL MANHOLE SECTION NOTE' US PAT 0$77.774 1) SADDLeS SHALL RE USED ON PVC PIPE ANG #Aft 321 N.T.S. FtG. S -2 NC'TE I r Tt • 1H - F -WAY SHALL BE 1• OPEN CUTS IN PAVED AREAS WITHIN EXISTING VOOT R C T O I �+ACKI'I1LED ENTIi�FLi' i,V1T1i N(7. 21A STCON... ?. FOR DUCTII E IR1ON PIPE T1' ?E E3OTTO'�9 OF THE TREIt H SHALL pr SCRAPE[) AND COMPACTED, AND ALL STONES RNMOVI`D OR A 4- BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3AVHERF POCK IS ENCOUNTERED PIPE SHALT. RE INSTAL€ ED ON A MINIMUM F,' BEDDING OF NO. 68 'STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG,. S - 3 TD- 28 REMAINING BACKFiLt SHALL I' COMPRESSION x 3/4 MALE PIPE COUPLING NOT CONTAIN ROCK MATERIAL 36'Mlt' 1 LARGER THAN 5' IN ANY vF rt a sax? t DIMENSION PR'MW RLTOM TCP 9tA9 ('rrP) EM Activation E10(dentlnn Systems 24'Ml FLIEM THROAT INTIAL SACKFILL` OPtTaINO• - s'A31N (6' LIFTS) EMBEDMENT �� } THOROUGHLY COMPACTED �'• BY HAND OR APPROVED SPRING LINE °' ME C.14ANICAL TAMPER OF PIPE S' MIN. 10° MIN, HAUNCHING NO. 6E STONE` n.1x1E a GUTTER 1'x1',1' TEE BEDDING 6' max i 4' min DOWEL ('np) FC.IEJNDATION (SHALL BE NOTE' REQAJIRED WHEN SOIL. ax WALL CONDITIONS APE UNSTABLE ALL. PIPE NC'TE I r Tt • 1H - F -WAY SHALL BE 1• OPEN CUTS IN PAVED AREAS WITHIN EXISTING VOOT R C T O I �+ACKI'I1LED ENTIi�FLi' i,V1T1i N(7. 21A STCON... ?. FOR DUCTII E IR1ON PIPE T1' ?E E3OTTO'�9 OF THE TREIt H SHALL pr SCRAPE[) AND COMPACTED, AND ALL STONES RNMOVI`D OR A 4- BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3AVHERF POCK IS ENCOUNTERED PIPE SHALT. RE INSTAL€ ED ON A MINIMUM F,' BEDDING OF NO. 68 'STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG,. S - 3 TD- 28 r FLUME — SLOPED I' COMPRESSION x 3/4 MALE PIPE COUPLING ICinttam Murray vF rt a sax? OR APPROVED EQUAL PR'MW RLTOM TCP 9tA9 ('rrP) EM Activation E10(dentlnn Systems � FLIEM THROAT 1' T }pE 'K' OPtTaINO• - CIRrE 4-0' FI.TERM InIT COPPER oPEfaYG w, �'• FOR USE ON ATTACHED SINGLE FAMILY 5'�" 3 8' RESIDENTIAL SERVICES OR DUAL RESIDENTIAL S' MIN. 10° MIN, AND IRRIGATION SERVICES. •'v.. -i- -.y •. �. n.1x1E a GUTTER 1'x1',1' TEE PREe78r RLTERM i o QI DOWEL ('np) MOM Tal RLt1 7M000) NOTE' Dom ax WALL NO SWEATED FITTINGS FWUE of each Fittena" unit. Extended maintenance contracts are available at extra Bost upon request �. DUAL ERVICE ` I VARIES CHANNEL TO BE I' COMPRESSION s 3/4' MALE PIPE COUPLING I and s:mds. The fall visit helps the system by Temo-,ing excessive tear litter. OR APPROVED EQUAL TOWM nLLTF3FRA rtaxA 3) BOX MALL I' TYPE 'K" SEE BELOW FOR DETAIi.S NOT SHOWN STANDARD 80' NOSING SOFT COPPER (OTHER NOSiNG AVAILABLE INLET f OUTLET PIPE SHALL B O PROVIDED. Mfla. 6" BEDDINdG FC_IR USE ON DETAt.HED SINGLE FAMILY PRECAST 4 -6' CLEAR THROAT RESIDFNTIAL SERVICE WHERE AN IRRIGATION TOP SLAB BY THE CONSULTANT FOFHE SOIL CONDITIONS. METER' 15 NOT PPOVIDED. �: y EXTENDED OR NCIN - EXTENDE'D BASSES. R OUTLETS TO BESEALED & GROUTED INSIDE AND OUT. SINGLE SEP,VICE TYPICAL MANHOLE SECTION NOTE' BRANCH TIE-IN 1) SADDLeS SHALL RE USED ON PVC PIPE FIB. S -I -;'? 'AST IRON LID T - 1 FINISHED GRADE II -llJnill - 10' -15 LOCKWING METER BALL BOX VALVE „ (III LET & DEPRESSED GUTTER +' r . • OUTLET) AND THROAT OPENING 3e' MIN, COPPERS ETTER (BY CONTRACTOR) BEND COU PLI!J r� (IF REQUIRED) \ Q (IF METER THROAT PROTECTION DEVICE j4 DOWEL !TARS 0 12' O.C. BY AMERICAST BRICK AS i.:'.'t t • ,, , � 00 NOT REMOVE — LEAVE #= PLACE UNTIL SITE 6 NECESSARY `.'• t4 ., �' I t CORPORATION STOP PRIOR TO INSTNIATION OF FIELD POURED CUTTER TYPICAL. SERVICE LATERAL INSTALLATION tS ACTMATED NTS �A••U :r , FIG. W -6 TD -9 r FLUME — SLOPED CROWNED FLUME ICinttam Murray vF rt a sax? TOWARDS FILTERRA THROAT PR'MW RLTOM TCP 9tA9 ('rrP) EM Activation E10(dentlnn Systems � FLIEM THROAT TOP am OPtTaINO• - CIRrE 4-0' FI.TERM + (- i oPEfaYG w, �'• 3 1' 5'�" 3 8' 3' S' MIN. 10° MIN, .' WX •'v.. -i- -.y •. �. n.1x1E a GUTTER ,;, PREe78r RLTERM i CAST —M -PLACE DOWEL ('np) MOM Tal RLt1 7M000) DIFFERENCE ACROSS M.H.5" Dom ax WALL contractor for a minimum period of 1 year. Ttie cost of this service is to be inchided in the price FWUE of each Fittena" unit. Extended maintenance contracts are available at extra Bost upon request PRECAST ` I VARIES CHANNEL TO BE CI�P) ( D MD SUmm I and s:mds. The fall visit helps the system by Temo-,ing excessive tear litter. CONTRIE?UTING TOWM nLLTF3FRA rtaxA 3) BOX MALL SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAIi.S NOT SHOWN STANDARD 80' NOSING TRArtsnaOrJ OF FLOW BETWEEN (OTHER NOSiNG AVAILABLE INLET f OUTLET PIPE SHALL B UPON ROULMST) PROVIDED. Mfla. 6" BEDDINdG :r '• PRECAST 4 -6' CLEAR THROAT :, : •« ",; % :_ TOP SLAB BY THE CONSULTANT FOFHE SOIL CONDITIONS. OPENING �: y EXTENDED OR NCIN - EXTENDE'D BASSES. 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BESEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIB. S -I -;'? T - 1 CAST —IN— ,'LACE ;' „ DEPRESSED GUTTER +' r . • AND THROAT OPENING • (BY CONTRACTOR) THROAT PROTECTION DEVICE j4 DOWEL !TARS 0 12' O.C. BY AMERICAST i.:'.'t t • ,, , � 00 NOT REMOVE — LEAVE #= PLACE UNTIL SITE 6 TO BE BENT AS NECESSARY BY CONTRACTOR `.'• t4 ., �' I t STABIL€ZED AND FILTERRA PRIOR TO INSTNIATION OF FIELD POURED CUTTER t I ” " tS ACTMATED �A••U :r , PRECAST BOX WALL i mAPORTANT FILTERRA FLDVLINE MAT BE AT A HIGHER SECTION VIEW ELEVATION THAN BYPASS STANDARD FILTERRA THROAT OPENING FLOVLINEOTCDRtW INLET OR MODIFICATIONS OF' DiRAWINGS ARE ONLY PERMITTED VY WRRTEN AUTHORIZATION FROM FILTERRA DRAWINO AVAILABLE IN TIFF FILE FORMAT. DATE 02 -27 -06 Mr-- CGT -4 LMJlS�UI� FiLTERRAO THROAT OPENING? ¢ o effa AND tG1UTIER OR clepyrlASSOZanuyAn,�e.r US PAT GI AND 6,504.321 r B i I I I ? I I i 0:1' I-i;4PeQU L_ - — -- -- — TYPICAL METER VAULT N.T.S. FIG. W- 7A tD -i1 WITH PART V, SECTION 0 OF THESE FRAML & COVER, ICinttam Murray vF rt a sax? :=N'' a trast.NS) `ia rALras ca�a Activation E10(dentlnn Systems A a c SLOPED AREA-0l SET DOGHOUSE BASE + (- i EXISTING SANITARY �'• 3 1' 5'�" 3 8' 3' S' MIN. 10° MIN, .' WX 4 • " ,;, I'll MIN cRC'A�T.1R atl� 16" MAX 110-; •s" nRG3�,:?5A:5 W ?I: I3,: Cut?6t ?".'rrrs, B i I I I ? I I i 0:1' I-i;4PeQU L_ - — -- -- — TYPICAL METER VAULT N.T.S. FIG. W- 7A tD -i1 6,N) fitte,fra Efiorefevlfaan 6p'sfems Filterra' Standard Plan Notes Construction & Instaligtion A, Each unit shall be constructed al the Jecatiions mid elevations according to the sizes shown on the approved drawings. Any modifications to tflie elevation or location shall be at tlic direction of and approved by the Engineer. B. If the F'ilterra® is stored before installation,, the top slab must be placed m the box using the 20 wood provided, to prevent any contmiinatlion from the site. All intemal fitting supplied (ifany) must be left in place as per the delivery'. C. Tlic unit shall be placed on a compacted swb -grade with a minimum 6-inch gravel base matching the final grads of the curb line in the area uifthe unit. The unit is to N placed such that Uic trait and top slab match the grade of the curb im the area of the unit. Compact undisturbed sub -grade materials to 95 °. o of maximum density at 1- 2°'b of optimum moisture. Unsuitable material below sub -grade shall be replaced to the sine engineer's approval. D. outlet connections shall be aligned and seaaled to meet the approved drawings with modifications necessary to meet site conditions and locall regulations. E. Once ills unit is set, ilic ink-rnal wooden fcomis and protective mesh cover must tie lets intact. Remove only the temporary wooden shipping blocks between the box and top slab. The top lid should be sealed onto the box section before backfilling, using a non - shrink grout, butyl rubber or similar waterproof seal. The Boards on ttop of the lid and boards sealed in the tmit's throat must N'OT be removed. Ttic Supplier (America:st or its authorized dealer) will remove these sections at the Iime of activation. Backfilling should he perfonited in a careful manner, bringing the ap- propriate fill material G' lifts on all slides. recast see ions shall beset 'L a annle that will pop up In P �i i i in r 1 result in a watertight joint. In all instances„ installation ofFilterral unit sliall conform to ASTM specification 0891 "Standard Practice for'Instaliation oftJndergrottnd Precast utility Structures ", Carless directed othenvise in contract docuiments. F. Curb and gutter construction (where preseint) shall ensure that the flow -line of the Filters* units is at a greater elevation than the flow -lure lof the bypass structure or relief (drop inlet, curb cut or similar). Failure to compty %vhh this guide1inc may cause failure and "or damage to the: Filterm, environmental device, 0. Eaeh Filterra`a unit must receive adequale iinigation to ensure survival of the living system during periods of drier weather. This maybe aelrileved through a piped system, gutter flow or through the tree grate. wvrw.:Slterm.eoaa SiDE ViE'A` .7$` OIA47E1ER "11,4, Ep �N:i E aCRI TOL:CtH READ tNTT�. TOP ViEW 3' Cll*,MFTCR f! At nrAWNr'> SLJW2 CE uNt >41;Ea,IA 74" X 3rl A.CUMIiI»xUf ACCESS HATCH GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INi'NAl BACKF BEDDING 8 STONE • STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO 1NSURE THE PIPE DOESN'T REST ON MOCK AND THEN COMPACT THE SOIL OR PROVIDE A 4' BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER - CUT CONDITION ,4JA.,t INITIAL BACKFIL 4Ja,. «; UNSTABLE n' s a° g' SOIL ,� '^(, tArr, vrar antra g68 STONE x N _ A ;. CRA JUl.AR FILL AS .= * »':t. �•.i,• ., � ,;dry k:; s -•:, #.,. _ APPROVED 8 ACSA m iMK. f ST�BiEsOlL• �GR I'10Cti STABLE 501E OR ROCi; NOTE 1. NO ROCKS SMALL BE ALLObVED WITHIN 24' C1*" THE WATER LINES. Z. NO RUCKS LARGER THAN 6' IN ANY DIMENSION SIIALL BE ALL901ED ABOVE THE INITIAL BACKEILL. 3.THE 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 IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING OATS Flay. VY -2 TD-2 P2 SQUARE GATE RAIL POSTS SHALL BE 4' O.C. OST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL AT WALKING SURFACE SHALL BE GAP A MIN. OF 3' -6" IN HEIGHT. PRECAST CONCRETE MANHOLE BASES SMALL BE FABRICATED IN ADCORDANCE WITH PART V, SECTION 0 OF THESE FRAML & COVER, ICinttam Murray (SEE FIG. S- I -D „E) a; slum 6€.iglaul im Activation E10(dentlnn Systems STREET SURFACE OR fa ``1 NON -PAVED AREA SLOPED AREA-0l SET DOGHOUSE BASE + (- i EXISTING SANITARY ON CONCRETE BLOCKS 11 - 0'r MAX 1 SEWER PIPE DOGHOUSE OPEN IND SHALL RUBBER COATED STEEL STEPS CAST IN PLACE 3' -O” ,� ^,IN PRECAST REINFORCED " CONCRETE SECTIONS 12° MIN 00a1 RiNG SEALS atl� 16" MAX MINIMUM ELEVATION I DIFFERENCE ACROSS M.H.5" 4' - 0" FROM INLET TO OUTLET contractor for a minimum period of 1 year. Ttie cost of this service is to be inchided in the price SHALL BE 0.20 FEET. of each Fittena" unit. Extended maintenance contracts are available at extra Bost upon request C:ONCRET DEPTH OF FLOW FILLETS ` I VARIES CHANNEL TO BE scheduled seasonally: the spring visit aims to clean tip after winter Ioads that may include salts 3/4 DIAMETER aO and s:mds. The fall visit helps the system by Temo-,ing excessive tear litter. CONTRIE?UTING — - -' ��• SEWER. C. Each Included blaiTitcTiance visit consists of the following tasks, A. FILLETED INVERT FC�R A SMOcOTE� t A TRArtsnaOrJ OF FLOW BETWEEN 3. Filter media evaluation and recharge as necessary INLET f OUTLET PIPE SHALL B 1> PROVIDED. Mfla. 6" BEDDINdG MANHOLE ABOVE BASE SHALL NOTE WI NO. 68 STONE 1, BEDDING THiCKNESS REQUIREMENT SHOWN IS MINIIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOFHE SOIL CONDITIONS. 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NCIN - EXTENDE'D BASSES. 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BESEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIB. S -I -;'? T - 1 6,N) fitte,fra Efiorefevlfaan 6p'sfems Filterra' Standard Plan Notes Construction & Instaligtion A, Each unit shall be constructed al the Jecatiions mid elevations according to the sizes shown on the approved drawings. Any modifications to tflie elevation or location shall be at tlic direction of and approved by the Engineer. B. If the F'ilterra® is stored before installation,, the top slab must be placed m the box using the 20 wood provided, to prevent any contmiinatlion from the site. All intemal fitting supplied (ifany) must be left in place as per the delivery'. C. Tlic unit shall be placed on a compacted swb -grade with a minimum 6-inch gravel base matching the final grads of the curb line in the area uifthe unit. The unit is to N placed such that Uic trait and top slab match the grade of the curb im the area of the unit. Compact undisturbed sub -grade materials to 95 °. o of maximum density at 1- 2°'b of optimum moisture. Unsuitable material below sub -grade shall be replaced to the sine engineer's approval. D. outlet connections shall be aligned and seaaled to meet the approved drawings with modifications necessary to meet site conditions and locall regulations. E. Once ills unit is set, ilic ink-rnal wooden fcomis and protective mesh cover must tie lets intact. Remove only the temporary wooden shipping blocks between the box and top slab. The top lid should be sealed onto the box section before backfilling, using a non - shrink grout, butyl rubber or similar waterproof seal. The Boards on ttop of the lid and boards sealed in the tmit's throat must N'OT be removed. Ttic Supplier (America:st or its authorized dealer) will remove these sections at the Iime of activation. Backfilling should he perfonited in a careful manner, bringing the ap- propriate fill material G' lifts on all slides. recast see ions shall beset 'L a annle that will pop up In P �i i i in r 1 result in a watertight joint. In all instances„ installation ofFilterral unit sliall conform to ASTM specification 0891 "Standard Practice for'Instaliation oftJndergrottnd Precast utility Structures ", Carless directed othenvise in contract docuiments. F. Curb and gutter construction (where preseint) shall ensure that the flow -line of the Filters* units is at a greater elevation than the flow -lure lof the bypass structure or relief (drop inlet, curb cut or similar). Failure to compty %vhh this guide1inc may cause failure and "or damage to the: Filterm, environmental device, 0. Eaeh Filterra`a unit must receive adequale iinigation to ensure survival of the living system during periods of drier weather. This maybe aelrileved through a piped system, gutter flow or through the tree grate. wvrw.:Slterm.eoaa SiDE ViE'A` .7$` OIA47E1ER "11,4, Ep �N:i E aCRI TOL:CtH READ tNTT�. TOP ViEW 3' Cll*,MFTCR f! At nrAWNr'> SLJW2 CE uNt >41;Ea,IA 74" X 3rl A.CUMIiI»xUf ACCESS HATCH GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INi'NAl BACKF BEDDING 8 STONE • STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO 1NSURE THE PIPE DOESN'T REST ON MOCK AND THEN COMPACT THE SOIL OR PROVIDE A 4' BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER - CUT CONDITION ,4JA.,t INITIAL BACKFIL 4Ja,. «; UNSTABLE n' s a° g' SOIL ,� '^(, tArr, vrar antra g68 STONE x N _ A ;. CRA JUl.AR FILL AS .= * »':t. �•.i,• ., � ,;dry k:; s -•:, #.,. _ APPROVED 8 ACSA m iMK. f ST�BiEsOlL• �GR I'10Cti STABLE 501E OR ROCi; NOTE 1. NO ROCKS SMALL BE ALLObVED WITHIN 24' C1*" THE WATER LINES. Z. NO RUCKS LARGER THAN 6' IN ANY DIMENSION SIIALL BE ALL901ED ABOVE THE INITIAL BACKEILL. 3.THE 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 IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING OATS Flay. VY -2 TD-2 P2 SQUARE GATE RAIL POSTS SHALL BE 4' O.C. OST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL AT WALKING SURFACE SHALL BE GAP A MIN. OF 3' -6" IN HEIGHT. PRECAST CONCRETE MANHOLE BASES SMALL BE FABRICATED IN ADCORDANCE WITH PART V, SECTION 0 OF THESE SPECIFICATIOM'S, ICinttam Murray a; slum 6€.iglaul im Activation E10(dentlnn Systems Charlt>t�MIle,'VA. 22902 20002mattStmetSuiiteg filte fa ``1 A- Activation of the Filten'ax unit is performed 0`'I 1 by the Supplier. Puri baser is responsible far rrtAllalty 2S, 201:2 A �R4.Fati x,la ". roll R SET DOGHOUSE BASE + (- i EXISTING SANITARY ON CONCRETE BLOCKS •• SEWER PIPE DOGHOUSE OPEN IND SHALL ; • .'" �' " '.'•l : MiN. 12" CLEARANCE BE PREFORMED BY - �, �' :; . , .::,' BETWEEN tat1ST1NG PIPE MANllFAOTUR> =R iii r ,.: :, . :. AND BTOHE BEDDING SAW CUT TO FIT PIPE Included Maintenance - Plautted Fibtea:eZ box size OUTSIDE DiAMATER '•° g ,ay A Eacli correcth' installed Fiiterram tmii is to be maintained by the Supplier, or a Supplier approved PLUS a ". contractor for a minimum period of 1 year. Ttie cost of this service is to be inchided in the price The pltltertt est7GUrago3 ?:rose liaaenr slow and ttot helld -On 11ow of each Fittena" unit. Extended maintenance contracts are available at extra Bost upon request 4 .+ B. Annual IIIC1LIIled maintenance COnhi CtS of a maximum Of (2) SCtii'dUted 1'lSttS. TIIC \'15it3 are * For ^ "7 omfl1a ID,� anwt Im ;i h .ee a orm drain ptpes below PUU=a For toot e$iCiiaatPlacsrnant afFillertatC units scheduled seasonally: the spring visit aims to clean tip after winter Ioads that may include salts 12' THICK VOOT and s:mds. The fall visit helps the system by Temo-,ing excessive tear litter. i No. BB STONE BEDDING B'xE'xIa" AND 4 "x1"x1$' C. Each Included blaiTitcTiance visit consists of the following tasks, aappmpti i trly to treat stormweter to cur pubhshad speai$oation. SOLID CONCRETE BLOCKS � opetadmi coasistem-f with these ttpwifications in curitingattt upon the no mwatex unit 3. Filter media evaluation and recharge as necessary CENTER W ISER WALL j4 t�CH) 111111 11111111111111111111111x: -1, ll 111111111111x1111 1> DOGHOUSE MANHOLE BASE S. Replacement of mulch MANHOLE ABOVE BASE SHALL 11111111111111111 rr,1,1, >,tr:I IIII ll ll lllllilt 111 FILL DOGHOUSE CPENIND BE CONSTRUCTED AS SHO�iN YOttrk elA tLly AROUND EXISTING PIPE ON FIGURE B -1 —A /�°� f PSI CONCRETE ' / OR N GRCCUT ALLOW CMCRETW1!!12!'1,N TO FLOW A Mild NEOP EKE CA PIPE WITH V —D" BEYOND 13EFOR F GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE i�ENINO WEOP1aENE SECUREC BY 2 IVE STRAPS, 1 ON EACH �cE DI• cPENInD AKIN. CAST — PLACE 0 PSI CONCETE BABE FOUNDATION SECTION ViEW 1 II IIII IIIIIIIIII1111111lI II II II II III II1111111111 111111ll111111111111IIII.,4, v, 1. till till till 11.11, 11," 11 If 1 NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW 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 MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION FIG, S -1 —A1 RAIL POSTS 4' O.C. 1 x 0.70" ALUMINUM TOP OF RAILING MIN. TOP OF FOREST GREEN TOP POST CONC. FOOTER SEGMENTED RAILING (TYP.) SITE WALL GRADE RAIL •• . SITE I- - WALL !Y8" SQUARE FOREST —' v-1" SQUARE FOREST GREEN 4" MAX. GREEN ALUMINUM ALUMINUM SIDE WALLS GAP PICKET (TYP.) (TYP.) NOTES: 1. GUARDRAILS ARE REQUIRED FOR DECKS, PORCHES & WALLS ELEVATED MORE TOP OF SEGMENTED RETAINING WALL THAN 30" IN HEIGHT. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w/ GEO —TECH. REINFORCEMENT. FENCE 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. POSTS SHALL PENETRATE 1ST LAYER 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. OF GEO —GRID NOTE: 4. PLANS APPROVED FOR PERMIT SUBJECT TO APPROVAL OF CONSTRUCTION. HANDRAILS SHALL COMPLY 5. RAILING SHALL WITHSTAND A CONCENTRATED LOAD OF 350 +lbs AT A MINIMUM. WITH ALL CURRENT VIRGINIA 6. ALUMINUM ALLOY SHALL WITHSTAND A MINIMUM PRESSURE OF 35,000psi BUILDING CODE REGULATIONS. THROUGHOUT 7. PICKET SPACING SHALL BE 3 '�" WIDE. MHL'MATIC OF RL'TAINIM X.4LL RAIL DETAIL NOT TO SCALE www IlIterra.cont Diasala VinL�ttt 1?ngit�r $upgort ��1�'r Filttmg Bit>Te m tion Sy'ltenta R i Mwu&oftvedbyA&wrtlA T:(iID4)798-6Db8 AMERICAST 11352 Virgiaia Pfcosit Scar! F: (804) 748 -11400 nut just toncr#te, camrsfe 101gti #nn. Ail VA 230015 E: d1 f11torr ooM TH 0� � SCOTT R. COLLINS!I No. 35791 11�1 %Z-10NAL Ar J 1--4 ca Z Z 0 W a z � W U f in Q W 0 Z z 0 a to F_ G'/ w _j � J Z_ IWO z t0 N f j [tect r ICinttam Murray a; slum 6€.iglaul im Activation E10(dentlnn Systems Charlt>t�MIle,'VA. 22902 20002mattStmetSuiiteg filte fa ``1 A- Activation of the Filten'ax unit is performed 0`'I 1 by the Supplier. Puri baser is responsible far rrtAllalty 2S, 201:2 A �R4.Fati x,la ". roll R FLlterra"t inlet protection and subsequent clean out cost. This process cannot commence until the Plan Ra�vlt�ly of Filtarrsa project site is fully stabilized and cleaned (full land4ctiping, grass cover, final paving and street sweeping completed), negating the chance ofconstruction materials contaminating the Filterrao atudlys Center, Albemarle Covolt-v,'VA system. Care shall be taken doting eonstniction not to damage the protective throat and top Dakr gin phases. B. Activation includes installation of plants) mid mulch layers as necessary. Think you for submitting the revised plane on 25 Janua Ly 2012 for this t'eview of the Claudiva ?;eater prix vet, Filtarrae III== F10 (4u6) wfaa studied fcri Included Maintenance - Plautted Fibtea:eZ box size - Filteme caizdbuttmQ dmina a ayes mestit>,g ptnjzt#t'B ragloaal sisfittg kpeel&altdon A Eacli correcth' installed Fiiterram tmii is to be maintained by the Supplier, or a Supplier approved - FiltarmiT iasveitt elbv mow tare higher than effhtmtt invi#t eleva6m, The bypass Tat lower than the FiltmraC� alevatioa (spot elevatiDna) contractor for a minimum period of 1 year. Ttie cost of this service is to be inchided in the price The pltltertt est7GUrago3 ?:rose liaaenr slow and ttot helld -On 11ow of each Fittena" unit. Extended maintenance contracts are available at extra Bost upon request - ThetFilteaAD cm1et drain pipe,, is sized rolTwUy and eidte ptlrplelrt�sii�outax tD the w9l B. Annual IIIC1LIIled maintenance COnhi CtS of a maximum Of (2) SCtii'dUted 1'lSttS. TIIC \'15it3 are * For ^ "7 omfl1a ID,� anwt Im ;i h .ee a orm drain ptpes below PUU=a For toot e$iCiiaatPlacsrnant afFillertatC units scheduled seasonally: the spring visit aims to clean tip after winter Ioads that may include salts 4-b" Openlrig thmat clouil and sumduld n" cm plsutk and s:mds. The fall visit helps the system by Temo-,ing excessive tear litter. Tbz 1� review, concluded that the FllterrN'o structure linked above Is kited and sized C. Each Included blaiTitcTiance visit consists of the following tasks, aappmpti i trly to treat stormweter to cur pubhshad speai$oation. I . Filters" unit inspection 2. Foreign debris, silt match & trash removal opetadmi coasistem-f with these ttpwifications in curitingattt upon the no mwatex unit 3. Filter media evaluation and recharge as necessary beirtQ In tailed c10t't'mctly and acaIrding to the plains, alt Well ae Muter rAitlturaence beit it 4. Plant health evaluation slid pruning cis Iephacement as necessary puforimd, tllation Help documetts will be ibnmdv4 to the Bayer at time of turner. The Filters lnfaWhl;iiA Opam ien and Maurtatllanne Momal wiU be made available S. Replacement of mulch apes reelLmit, 6. Disposal of all maintenance reftvc items 7. Nfaintenanc:e rewords updated and stored (reports available upon request) YOttrk elA tLly D. The beginning and ending date of Supplier's obligation to maintain the installed system shall be determined by the Supplier at the time 11v system is activated. 01. must promptly notify the Supplier of any damage to the plant(s), Avhich constitutes) an integral part of the bioretention technology. www IlIterra.cont Diasala VinL�ttt 1?ngit�r $upgort ��1�'r Filttmg Bit>Te m tion Sy'ltenta R i Mwu&oftvedbyA&wrtlA T:(iID4)798-6Db8 AMERICAST 11352 Virgiaia Pfcosit Scar! F: (804) 748 -11400 nut just toncr#te, camrsfe 101gti #nn. Ail VA 230015 E: d1 f11torr ooM TH 0� � SCOTT R. COLLINS!I No. 35791 11�1 %Z-10NAL Ar J 1--4 ca Z Z 0 W a z � W U f in Q W 0 Z z 0 a to F_ G'/ w _j � J Z_ IWO z t0 N SWM NOTES: Short Version BMP Computations For Worksheets 2 - 6 TMp ° O� a \ / \ OSS ti / THIS SITE IS WITHIN THE CROZET COMMUNITY AND THEREFORE LIES WITHIN THE REGIONAL DRAINAGE TH Albemarle County Water Protection Ordinance: Modified Simple Method �' hgS4j6�Npq��r.00, d v ���, v Q? BASIN WHICH IS A WATER RESOURCE AREA. THE CROZET AREA IS BOTH A DEVELOPMENT AREA & A Development Area / / RHO SOON V <<c OZr�4 o Q J ,v►�co`b ':Z o,�°ao tJc ry \ WATER SUPPLY PROTECTION AREA. THE DOWNTOWN CROZET DRAINAGE BASIN WAS DESIGNED TO Plan: Water Resources Area: __ ______ __ _.._.__._- ..,..._ _._..___ __ ._...______ ____-- _. -._ - -_ F� 'Z44F 74- Q�' o� ��Q-c�.�``'� o° o ,� / ACCOMMODATE THE FLOW AND RUN -OFF FROM THE DEVELOPMENT OF THESE SMALL I ACRE SITES. _._...__. -- _-- -.. - -- ti / SCOTT R. COLLINS� Preparers FGM, PE Date: 24-Jan-1 _ O THE No. 35791 _� ................ - — -- __ _....... __�_ U - - __ _ S MFRCl 3 ti ti oo o / _ _ THE 'MINOR RUN-OFF FROM THIS DEVELOPMENT SHALL BE COLLECTED AND RELEASED I 14 o�oQ��. b�� a OFFSITE STORM SEWER WHERE IT WILL BE DETAINED VIATHE DOWNTOWN STORMWATER b Project Drainage Area Designation Claudius Center °y �'o ��`' `O MANAGEMENT PROJECT. TO PROVIDE ADDITIONAL PROTECTION A FILTERRA INLET WITH A `SIGNAL E��1 / \\ ~ (N o p�� PHOSPHOROUS REMOVAL RATE OF 74% IS PROPOSED ONSITE. cb L storm pollutant export in pounds, L = [P(Pj)Rv /12 ] [ C(A)2.72 ] / / \ O� Qom/ o= TMP 056LAND RUST; D Rv mean runoff coefficient, Rv= 0.05 + 0.009(1) \ Z H SMER LAND TRUST; \ GjQ G/ Fi Pal small storm correction factor, 0.9 STEPHEN L T ARP TRUSTEE 1 \ \ I percent imperviousness - -\ / \ P.O. OX 2681 P annual precipitation, 43" in Albemarle \ CHARLOTT VILLE, VA 22902 draina a area A = 1 0.446 (Project Limits) � / \ \ \ DB 136 PG 545 A project area in acres in subject g�� \ C pollutant concentration, mg /I or ppm target phosphorus \ ZONE :COMMERCIAL f factor applied to RR / / TMP 056A2 -01 -00-021 W � / / / \ � '' t . e, O n volume in c 0.5" over im enr. area = A(I)43560(0.5/12 }/27 \ / EMNPEA LLC \ \ / V required treatment y, p �\ / RR required removal , L(post) - f x L(pre) � 7751 GLENTNAR LN � low- \ eq W / Q ° /aRR removal efficiency , RR1OO /L(post) GREENWOOD„ VA 22943 �S \ co DB 3572 IPG 674 � \ Ln q ZONED: COM4MERCIAL ' z Impervious Cover Computation (values in feet ( f 1.00 Item _ re{ Ievelo ment I? Area ;post{levelopment Area - - -p _ Roads subtotal Roads subtotal _ Proposed Road & Parking 8,000 Proposed L^ 0 8,000 �� Driveways _ subtotal A — " Driveways & Walks subtotal 1,900 and walks Proposed Sidewalks ----- ---- -- " - -- _ ... ....................... ._.. ...... ,._ _ _..._..._, . J 0; j 1,900 _ T Parking Lots _ i OE iPa�rking Lots 0 Gravel areas Area _ x0.70 - Gravel areas x 0,70 = _.. ....._- ._.- ,.....- .,._..__...._ �._ _,.- .......,__.__.......___�... .�.. -._,_ Structures Area no. subtotal �..._.__._,..�.$.._.___....,,_ Structures Area no. subtotal j Proposed Building 5,347 0 5,347 Actively- grazed pasture & Are_ a yards and cultivated turf 19 8 x 0.08 = ____L,554 Actively- grazed pasture & Area _ yards and cultivated turf 4,181 x 0.08 = 334 Active crop land Area Other Impervious Areas Area 0 gAre —a t. __]x 0.25 = Active crop Ian .... 0. x o.70 = o Impervious Cover 8 °/ ImperviousCover 80% SE: OFFICES " v- / / \ /� o ° { 0 UJ Z \ % z o \ \ \ in W TMP 056A2- 01- 00 -071D \ I " 4 I It.- / TMP 056A2 -01�fl -02000 \ DAMMANN, CHARLOTTE B & SARA \ /. \ UJ / ALEXANDER MICHAEL B LEE FRIZZELL \ S \ �' e d ° a / 705 INGESIDE LN \ 2958 BARRSDEN FARM \ \ t° f z / CHARLOTTESVILLE, VA 22901 \ / CHARLOTTESVILLE, VA 22911 \ / _J / DB 833 PG 003 \ / S ° . DB 3697 PG 147 \ \ / \ I /j ZONED: COMMERCIAL / / DB 324 -92 ZONED: COMMERCIAL 4 ' ry V e d l Q AZ I(pre) I(post) TMP 056A2- 01- 00 -071A0 � Rv(post) v TMP 056Akl -00 -02 I AMMAN N, CHARLOTTE B & SARA LEE \ FRIZZELL CHAEL B / \ �/ 2958 BARRSDEN FARM 0.77 24.o j ALEXANDER, � .,. \ ' �� a �- 20° 705 INGESID'E LN \ / F D I ­n* Aroma existing imperviouscover /o) CHARLOTTESVILLE V�2901 CHi4�LOTTESVILLE, VA 22911 \ New Development C __..__.__.._. 0,70 ( f 1.00 or eve opme I (pre)" __.__.__...... 20% _ Rv pre) 0.23 , L(pre) L(post) 0.63 2.11 RR i %RR Area Type _ em m _ �. _ -n . _.__. 1.48 70% Development Area t ' min. values \ IZF \ DB 1600 PG1191 \ / \ \ \ \ \ / �I " % 'D 32 PG 9203 ZONED: COMMERCIAL \ MEDICAL OFFICE r / \ �4 / f ; _ ;/ Q ZONED MMERCIAL \ i \ \ Q•• � � � d ' _ o s / TM 056A2- 01 -00 -02 UCH, BETTY 30 L w P.O. BOX 205 / / / J \ CROZET, VA 22932 / - / — _ _ _ - STR. 10 &FILTER INL i Q / DB 3839 PG 632 � / — _ _ _ 0.32ac. • ZONED: COMMERCIAL ^ Cw�:90 / LA Y MAT & DRY CLE NERS 41 UJ Ar STIR. 4 Icy T min <v S - - :.`` -t'. ^" '.f , - "t; ?y ;" :i.�•j',V;�'„�`t_"= ` V : f2;rr,f't}^Y. / '� Q / I i tk / L9 Ilk C6 o \ t. STR. 1 TMP 056A2 -01 -00 -0710 Cw= 0.35 y� \I CROZET NEW TOWN ASSOCIATES, LLC Tc =Bmin. �� Q 300 SECOND STREET ST. NE \ � � `'~ {, r - • {�•�4�, ` \\ �� \ �'\ - ° . I,. ° � CHARLOTTESVILLE, VA 22932 Z DB 4568 PG. 724 L J \ \ ZONED: HEAVY INDUSTRIAL H `t • ° -' �\ � ° � ° .ems W r : !. "� / / USE: LUMBER YARD CURRENTLY o " UNDER REVIEW FOR rONING - dim I STR. 6 /.. / 0.35ac. I ® / N a Cw -0.37 f t g� W `.. - a" Q / Tc =8min. � \12 �' / �'' _ \ 0 a W ROOF DRAIINA�ji (0.13ac.) S " PIPED DIRECTLY TO THE STORM WE �&-SBALL IN T OUTFACE ONTO E 6' r A V SIDEWALK � AD WHERE P SSIBL �N d, UBCIC UE THE WESTERN ROI ION 0 THE ," . G R BUILDING SALL OUTFALL 011 PERVIOU1 AREA BETWEEN THE 0 // '''` BUIIIWING & ALLEYWAY. �� h e s r 700 e TMP 0 6A2_()1 -00 -0 "2080 - ``- _° ° ' '?- -702 - -`"' . J . - '_`" a ' -- UJ COUNTY OF ALBEMARLE __ a-` '- `- ° e �. -704 e C 0 FINANCE ADMINISTRATION RM149r - --- `�'� = '�'r #' ° 401 McINTIRE RD - _- __..__-_- 706 \� .4 CHARLOTTESVILLE, VA 22902 --- __ 70 -. ° " ` .--_•- / DB 3239 P� _ I ZONED: RESIDENTIAL --- �_ = '� _y ° J :° ' STR. 2, a - `— b USE: FUTURE SITE OF CROZET LIBRARY _�' l UJ UJ 710 /� -�= � i - - :. .�a . °. � -_--�� --- Cw =0,45 �' ^p ,L, _--- -712 6 e _ ° _ Tc =8min. PURE a v=s 07' ARTROAD --� SET OF OF1'HIS JOB NO. 4 +50 ....... � P�NS) 112055 GRAPHIC SCALE r — ..- -- '� � °^��. -� .."�-- �• SCALE __-.• '' ' � '- -- _._.,�'�~ -- _`''~-- SHEET NO. DD -I 1 inch = 27 ft. 710 0 +50 1+00 1+5u Z+UU Lt �v ct i SANITARY SEWER MH 2 - MH 1 I !Table 7: Grade Inlet Design Table ilv O N t� 725 Inlet .- O o� 725 6.67 1.92 I � E II oq r- J d O N � 00 C,6 r-: 0 m O O - - - - - - -- - - - - -- p 00 J ao °o I!- @ 0) o r�i'' .. • • H o 720 C6 +N° o720 II N K y rn 8.33 R c o v E E r :z - O 04 Q •• Mannin s Coefficient, n is 0.013 2 ¢ U U Pipe run: 10 - mmmm - O Q 11 > N�Z XISTING GRADE -- -� STR: 10 715 N > 0.045 VDOT DI 3B L =6' - STA. 11+23.38 _ 5.54 0 25 6.40 Inlet Hydrology / Curb and Gutter 0.135 5.00 6.67 Inlet 0.90 / TP= 714.26 8 113 -2 113 -3 014 1 0.90 0.126 - - 5.08 INV OUT: 710.25 TO 4 1 0.84 1.73 705 1 688 6 705 TING 8" PROPOSED C rn 710 N 1 LIB ARYAVE UE C L PROPOSED -� D. W/L NDER G AIDE 71 0 9 BREAK EXISTING PIPE t° w U A ENUE 15 ° 18.71 TIE INTO EXISTING 8" W/L UNDER LIBRARY W WHICH IS ENCASD BY A CONC. 15" CL. III RCP STD. DI -2B TO INTERCEPT THE CL s N 0.0056 15 21.57 LF ® 8.39% O 00 00 Lq Li 4.15 1.12' 037 705 DEVELOPMENT - r �`f DRNG. WATERLINE IN LIBRARYAVENUE:SHALL I 15" CL. III RCP 91.81 LF 0 0.56% NOM co C d 8., W/L p m c z PPR LOCATION & AL GNMENT OF BURI D STOR SEWER PIPE TEST ING x N - EX-FEN ION.-CONTRACTO _ SHALL DIGRIOR TOURCHA RM SEWIrR LOCAT ON 0.013 0.0052 & INSTALLING STORM �co~ ER TO V�RIFY ST tot e`a � & INVERT. CONTRACTOR d HALL N O �'- 00 F, 700 ANY DISCREPANCIES M ° R TO CO STRUCTI NO SYORM SE ER. JJ ¢ 700 M 700 O ro to W LuJ ..:t N r� (_0 � O CC _ Q. 0.0007 U Ci C7 CY 0.26 0.45 0.117 0.76 0.00 0.76 0.0750 0.0200 2.0 0.083 0 0.94 3.5120 0.1463 W LL �(n'Z 0.64 1 J, + 0.48 0.28 113 -3B 2 26 ?B 6.4 4.0 000 0.0040 0.0550 2.0 0.0$3 1,5091 1B 0.76 2.6720 0.1113 GI UI SA :`a` ';::: <: .:i ill t0 X000 VJ 0.14 4 38 6.0 0:32 0.90 0.2$8 1.87 0.00 1.$7 0.0390 0.0244 2.0 0.083 1E > J i U CJ Ci LT Q 0.45 0.117 b.4T 4.00 0.47 Vi 0.0750 ? 0 0200 2.0 0.083 4.1500 ;;'.d4;;,:1 0.98 3.5120 0.1463 0.1634 7.51 0.80 ;':;€ 0.38 0,091113-38 0.13 0.35 0.046 0.30 0.00 0.30 2 28 6.0 28 4.0 0.26 0.08 0.90 0.072 0.29 0.43 0.72 0.0040 / 1,5091 0,90 2„6720 0,1113 0.1552 3.85 Q > ? = CO TRACTO SHALL / 4 3B 6A PROP SED LOWER 0.0244 2,0 0.083 3.4016 '', >,'(;' 695 3..4064 H - X 695 N� Z EN URE MA,_HOLE 0.62Q 0.72 0.43 LEV_ L OFFIC 10 2B 4.0 0.13 0.35 0.046 0.18 0.00 0.18 0-0244 WITH / 0.90 =7o4 5' 0,1596 0.1504 3.79 1.05 a'; =1;x00 ".' RI IS FLUSf FFE I TdP OF ASPHALT j f EXISTIN 24" ",', PROPOSED 6" LATERAL SH MH #2. LATERAL LL NVERT 6 9 0 690 - _ TORN S WER CO NECT T R (INV. = 688.62) I II L AINTAIN 87.30. A MINI UM OF s " OF XISTING GRADE (g" ,0' S/L & °'' SPARATI - WATE N UNDE THE EXISTING ILV -EA SE24851 G 24 DRNG. 685 685 -8" 4 -mil POLY- WRAPPED CL. 52 DI 1138.69 LF ® 1.70% C NTRACT R SHAIIL TIE ITO EXI TING SANIT RY SE ER VIA DOG HOUSE ANHOL CO NECTIO . CONT ACTOR HALL VERIFY 680 INV PRIOR TO INS ALLATI N OF S NITARYi 680 ESN TIE INTO EXISTI G CON RACTOR SHALL CONTA T ENGINEER IF 8'I PVCS /L ANY DISCREPANCIES CCUR. 675 675 W W 0) O ( O W I.L. 0 +50 1+00 1+5u Z+UU Lt �v ct i SANITARY SEWER MH 2 - MH 1 I !Table 7: Grade Inlet Design Table STR Zo - EXISTING STUB PIPE INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Pipe run: 12 - 4 O N t� 725 Inlet .- O o� 725 6.67 1.92 I � E II oq r- J d O N � 00 C,6 r-: 0 m O O - - - - - - -- - - - - -- p 00 J ao °o I!- @ 0) o r�i'' .. • • H o 720 C6 +N° o720 II N K y rn 8.33 R c o v E E r :z - O 04 Q •• Mannin s Coefficient, n is 0.013 2 ¢ U U Pipe run: 10 - mmmm - O Q 11 > N�Z XISTING GRADE -- -� STR: 10 715 N > 0.045 VDOT DI 3B L =6' - STA. 11+23.38 _ 5.54 0 25 6.40 Inlet Hydrology / Curb and Gutter 0.135 5.00 6.67 Inlet 0.90 / TP= 714.26 8 113 -2 113 -3 014 1 0.90 0.126 - - 5.08 INV OUT: 710.25 TO 4 1 0.84 1.73 ----- --- - - - - -- 1 688 6 3.0' JOINT THREADS IMMEDIATELY TING 8" PROPOSED C rn 710 N 1 LIB ARYAVE UE C L PROPOSED -� D. W/L NDER G AIDE 71 0 9 BREAK EXISTING PIPE t° w U A ENUE 15 AND INSTALL A VDOT 18.71 TIE INTO EXISTING 8" W/L UNDER LIBRARY W WHICH IS ENCASD BY A CONC. 15" CL. III RCP STD. DI -2B TO INTERCEPT THE CL s 0.013 0.0056 15 21.57 LF ® 8.39% RUNOFF FROM THE - P ROPOSED - Lq Li 4.15 1.12' 037 705 DEVELOPMENT - r 0.0881 DRNG. WATERLINE IN LIBRARYAVENUE:SHALL I 15" CL. III RCP 91.81 LF 0 0.56% C d 8., W/L p m c z PPR LOCATION & AL GNMENT OF BURI D STOR SEWER PIPE TEST ING x 3.91 - EX-FEN ION.-CONTRACTO a SHALL DIGRIOR TOURCHA RM SEWIrR LOCAT ON 0.013 0.0052 & INSTALLING STORM SE ER TO V�RIFY ST tot e`a � & INVERT. CONTRACTOR d HALL N TIFY COL INS ENG1,NEERIN OF 70C F, 700 ANY DISCREPANCIES PRI R TO CO STRUCTI NO SYORM SE ER. JJ ¢ N M 3 \\ ,: to '� i--\;# O ro to W LuJ ..:t N r� (_0 � O CC _ Q. 0.0007 U Ci C7 CY 0.26 0.45 0.117 0.76 0.00 0.76 0.0750 0.0200 2.0 0.083 4.15(}01 0.94 3.5120 0.1463 W LL 9.42 0.64 1 J, + 0.48 0.28 113 -3B 2 26 ?B 6.4 4.0 10 +00 10 +50 11+00 11+50 12 +00 STR Zo - EXISTING STUB PIPE INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Pipe run: 12 - 4 0.90 0.288 Inlet 5.00 6.67 1.92 v � E 708.4 N 3 N � @ N Intensity 4.00 (intensity is 4 in /hr for spread, and 6,5 in /hr for capacity and depth) U ? U 2 @ 0) O U U U d U m E ° - 707.19 rn rn 8.33 R c o v E E r 0.117 in Mannin s Coefficient, n is 0.013 2 ¢ U U Pipe run: 10 - Existing Pipe i \ ° O C 0.045 1.156 _ 5.54 0 25 6.40 Inlet Hydrology 0.90 Curb and Gutter 0.135 5.00 6.67 Inlet 0.90 692.70 688.7 8 113 -2 113 -3 014 - - 0.90 0.126 0.261 5.08 6.64 1 0.84 1.73 1 688.65 1 688 6 3.0' JOINT THREADS IMMEDIATELY Existing Pipe Run: Ex. 113 -3B - Outfall J C rn N 1 LIB ARYAVE UE C L PROPOSED -� LL _ LL z t° w U 0.013 0.0839 15 18.71 TIE INTO EXISTING 8" W/L UNDER LIBRARY W WHICH IS ENCASD BY A CONC. 0.04 AVENUE VIA w/ AN 8 "x8" TEE & 3 �" G.V. CL s 0.013 0.0056 15 M 48 BLOW-OFF ASSEMBLY. THE 8" VALVE ON 4.15 1 037 W/L / 42.9 0.013 1 0.0881 15 WATERLINE IN LIBRARYAVENUE:SHALL a C d 0.06 p m c 15 12.77 x 3.91 a K7 22.0 0.013 0.0052 1 15 3 cn m O� tot e`a � 0.12 d W F, FZ - t Q G y ¢ m N X 3 t/1 CO 3 \\ ,: to '� i--\;# o W ro to m !n ..:t J ;<.x :' W C1 si Cr �7 J CC _ Q. 0.0007 U Ci C7 CY 0.26 0.45 0.117 0.76 0.00 0.76 0.0750 0.0200 2.0 0.083 4.15(}01 0.94 3.5120 0.1463 0.1576 9.42 0.64 1 J, + 0.48 0.28 113 -3B 2 26 ?B 6.4 4.0 0.0$ 0.90 0.072 0.47 0.97 1.44 0.0040 0.0550 2.0 0.0$3 1,5091 1B 0.76 2.6720 0.1113 GI UI SA :`a` ';::: <: .:i ill t0 V} VJ 0.14 4 38 6.0 0:32 0.90 0.2$8 1.87 0.00 1.$7 0.0390 0.0244 2.0 0.083 1E > J i U CJ Ci LT Q 0.45 0.117 b.4T 4.00 0.47 Vi 0.0750 ? 0 0200 2.0 0.083 4.1500 ;;'.d4;;,:1 0.98 3.5120 0.1463 0.1634 7.51 0.80 ;':;€ 0.38 0,091113-38 0.13 0.35 0.046 0.30 0.00 0.30 2 28 6.0 28 4.0 0.26 0.08 0.90 0.072 0.29 0.43 0.72 0.0040 0,0550 2.0 0.083 1,5091 0,90 2„6720 0,1113 0.1552 3.85 1.04 1 0.43 0.00 12 4 3B 6A 0.32 0.90 0.288 1.15 0.00 1.15 0 -0390 0.0244 2,0 0.083 3.4016 '', >,'(;' 0.86 3..4064 0.1419 0.1485 9.63 0.62Q 0.72 0.43 4 10 2B 4.0 0.13 0.35 0.046 0.18 0.00 0.18 0-0244 0.0067 2.0 0.083 12.3881 is }Ck'!I 0.90 3 „8312 0,1596 0.1504 3.79 1.05 a'; =1;x00 ".' 0.18 0.00 12 _ fnr• inlo +c rirnininr, in ctnrnwntPr management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in /hr Table 7: Grade Inlet Design Table INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Pipe run: 12 - 4 0.90 0.288 Inlet 5.00 6.67 1.92 v � E 708.4 N 3 N � @ N E U r N � E o m .v. N O C 0.535 U ? U 2 @ 0) O U U U d U m E ° - 707.19 rn rn 8.33 R c o v E E r 0.117 in W 2 ¢ U U Pipe run: 10 - Existing Pipe i \ ° O C 0.045 1.156 _ 5.54 0 25 6.40 Existing Pipe run: Ex. 113 -1 - Ex. 113 -3 113 -t 113 -2 0.15 685.1 0.90 0.135 0.135 5.00 6.67 0.90 0.90 692.70 688.7 8 113 -2 113 -3 014 - - 0.90 0.126 0.261 5.08 6.64 1 0.84 1.73 1 688.65 1 688 6 3.0' JOINT THREADS IMMEDIATELY Existing Pipe Run: Ex. 113 -3B - Outfall J C rn N 1 LIB ARYAVE UE C L PROPOSED -� LL > LL t° w U 0.013 0.0839 15 18.71 TIE INTO EXISTING 8" W/L UNDER LIBRARY W WHICH IS ENCASD BY A CONC. 0.04 AVENUE VIA w/ AN 8 "x8" TEE & 3 �" G.V. 0.013 0.0056 15 CUT AND ABANDON EXISTING STUB PIPE & 48 BLOW-OFF ASSEMBLY. THE 8" VALVE ON 4.15 1 037 W/L / 42.9 0.013 1 0.0881 15 WATERLINE IN LIBRARYAVENUE:SHALL 19.17 11.90 d 0.06 p m 77.5 c x 1 15 12.77 x 3.91 b K7 22.0 0.013 0.0052 1 15 3 cn m O� tot e`a .4- c0 0.12 d W F, FZ - t Q G y ¢ m N X 3 t/1 CO 3 \\ ,: to '� i--\;# o W ro to m !n ..:t J ;<.x :' W C1 si Cr �7 J CC _ Q. 0.0007 U Ci C7 CY 0.26 0.45 0.117 0.76 0.00 0.76 0.0750 0.0200 2.0 0.083 4.15(}01 0.94 3.5120 0.1463 0.1576 9.42 0.64 1 J, + 0.48 0.28 113 -3B 2 26 ?B 6.4 4.0 0.0$ 0.90 0.072 0.47 0.97 1.44 0.0040 0.0550 2.0 0.0$3 1,5091 1B 0.76 2.6720 0.1113 0.1396 5.50 0.73 i (f0,,,; 0.47 0.00 0.14 4 38 6.0 0:32 0.90 0.2$8 1.87 0.00 1.$7 0.0390 0.0244 2.0 0.083 3.4016 fl;77 ;i 0.T$ 3:4064 0.1419 0.1351 12.39 0.48 31.5 0.01 0.0438 24 10 28 4.0 0.13 0.35 0.046 0.30 0.00 0.30 0.0244 0.0067 2.0 0.083 12.38811 0.84 3.8312 0.1596 0.1408 4.84 0.83 0.05 6 12 - -rt�nri flewo to faril'rtirsc is not avaitahle. 100% capture is reauiretd at 6.5in /hr - wl �i uaw u, oil Ill ,y tw PIPE DESIGN Pipe 1 n = 0.013 fior RCP n = 0.01 for HDPE 10 4 4 2 2 113 -3B 0.32 Pipe run: 12 - 4 0.90 0.288 0.288 5.00 6.67 1.92 v � E 708.4 N 3 N � @ N E U r N � E o m .v. N O C 0.535 U ? U 2 @ 0) O U U U d U m E ° - 707.19 rn rn 8.33 R c o v E E r 0.117 in W 2 ¢ U U Pipe run: 10 - Existing Pipe 702.8 0.05 ° O 10 4 4 2 2 113 -3B 0.32 Pipe run: 12 - 4 0.90 0.288 0.288 5.00 6.67 1.92 1.92 710.25 708.4 0.08 708.4 0.90 0.072 0.535 8.45 5.71 0.41 305 707.19 706.6 026 8.33 0.45 0.117 0.652 8.82 5 62 0.66 3.66 706.58 702.8 0.09 Pipe run: 12 - 4 0.13 113 -3C 0.35 0.046 0.046 8.00 5 81 0.26 0.26 711.43 708.4 12 6 0.778 6 4 0.35 4.35 0.37 0.130 0.175 8.33 5.73 0.74 1.00 707.40 707.2 0.40 6.18 688.52 686.E 0.05 ° O 0.90 0.045 1.156 9.20 5.54 0 25 6.40 Existing Pipe run: Ex. 113 -1 - Ex. 113 -3 113 -t 113 -2 0.15 685.1 0.90 0.135 0.135 5.00 6.67 0.90 0.90 692.70 688.7 8 113 -2 113 -3 014 - - 0.90 0.126 0.261 5.08 6.64 1 0.84 1.73 1 688.65 1 688 6 3.0' JOINT THREADS IMMEDIATELY Existing Pipe Run: Ex. 113 -3B - Outfall J C rn r] LIB ARYAVE UE C L PROPOSED -� LL > LL 0.09 113 -3B 113 -3C 113 -3C 113 -3 113 -3 113 113-4 OUT 0.09 0.90 0.081 0.733 8.88 561 0.45 4.11 702.71 697.0 0.05 725 P 0.90 0.045 0.778 8.96 5.59 0.25 4.35 696.97 690.1 0.08 o n 0.90 0.072 1.111 910 5.56 0.40 6.18 688.52 686.E 0.05 ° O 0.90 0.045 1.156 9.20 5.54 0 25 6.40 686.55 685.1 IPipes analyzed under full flow conditions. 730 730 - - - -- -- -- - - .._... LOW T STA: 10+58.50 w LOW PT ELEV: 7113.88 725 725 P U 110+75.00 m P I 0 �t' Z' N 713.7 d C o n LVC. 50.00 C - -- d + (" - 00 STR: 6 O °' ° O m VDOT STD. DI -2C (L=6')- ° M Z5 r `r -� o Q II 720 O ± STA. 11+01.81, V) °> r~i) - O R E 0. INV IN: 708.40 TO 12 -I - - - - -- E ADE O INV OUT: 707.40 TO 4 8 E F - - E O CONTRACTOR SHALL INSTALL N 0 LL - 44% AN 8" G.V. w/ MECHANICAL N � 3.0' JOINT THREADS IMMEDIATELY C J C rn r] LIB ARYAVE UE C L PROPOSED -� LL > LL 21.6 0.013 0.0839 15 18.71 TIE INTO EXISTING 8" W/L UNDER LIBRARY 9.65 WHICH IS ENCASD BY A CONC. 0.04 AVENUE VIA w/ AN 8 "x8" TEE & 3 �" G.V. 0.013 0.0056 15 CUT AND ABANDON EXISTING STUB PIPE & 48 BLOW-OFF ASSEMBLY. THE 8" VALVE ON 4.15 1 037 W/L / 42.9 0.013 1 0.0881 15 WATERLINE IN LIBRARYAVENUE:SHALL 19.17 11.90 - PROPOS 8" 4 -m 0.06 TAP, TEST & INSPECT THE WATER LINE. 77.5 0.013 0.0391 15 12.77 3.91 0.33 � 22.0 0.013 0.0052 1 15 4.1% L6 3.00 .4- c0 0.12 d W F, FZ - lei. 40.3 0.013 0.0980 18 +50 11+00 32.89 7.93 0.08 40.5 0.013 0.0007 24 6.16 1.68 0.40 58.4 0.013 00974 15 20.16 12.75 0.08 96.4 0.013 0.0711 15 17.22 11.65 0.14 58.9 0.013 0.0317 24 40.30 9.19 0.11 31.5 0.01 0.0438 24 47.37 10.39 0.05 730 730 - - - -- -- -- - - .._... LOW T STA: 10+58.50 J LOW PT ELEV: 7113.88 725 725 P STA: 110+75.00 m P I 0 �t' I ELEV: 713.7 K:1�7.01 o n LVC. 50.00 - -- - - o `-04 i. - -- + (" - 00 STR: 6 O °' ° O N � u7 M 04 .- VDOT STD. DI -2C (L=6')- ° M ° r `r -� o Q II 720 r ± STA. 11+01.81, V) °> r~i) - o+ TP= 714.68 I EXI STING w INV IN: 708.40 TO 12 -I - - - - -- U G > - ADE U - INV OUT: 707.40 TO 4 fn t - � - - Ld CONTRACTOR SHALL INSTALL 715 / 44% AN 8" G.V. w/ MECHANICAL �,_ 'Z 81 ° �' �% 3.0' JOINT THREADS IMMEDIATELY - MIN. BEHIND THE E /P. A LIB ARYAVE UE C L PROPOSED -� __ z" GALVANIZED OR BRASS PIPE - -_ _ -. 1 (STA. 13 +46) GRADE SHALL BE INSTALLED THROUGH A PVC SLEEVE, TIE INTO EXISTING 8" W/L UNDER LIBRARY WHICH IS ENCASD BY A CONC. AVENUE VIA w/ AN 8 "x8" TEE & 3 �" G.V. THRUST BLOCK, TO FEED A 9o° 40 i CUT AND ABANDON EXISTING STUB PIPE & BEND & A TYPE A B.O. BLOW-OFF ASSEMBLY. THE 8" VALVE ON ASSEMBLY. THE LIMRAN WATER ALL & W/L / 155" CL. III RCP CLOSED & PROPOSED 5 77.51 LF ®3.91 WATERLINE IN LIBRARYAVENUE:SHALL REMAIN DRY UNTIL FUTURE DEVELOPMENTS I - PROPOS 8" 4 -m I 7O5 TAP, TEST & INSPECT THE WATER LINE. POLY RAPPED CL. 52 D.I. W/L W W � N N 0 O 00 0 W W L6 �_ .4- c0 d W F, FZ - lei. 11+5011+75 10 +00 10 +50 11+00 50 0 50 100 FEET I - i l 1 HORIZONTAL SCALE: 1 " =50' _ 8 "x4 TAPPIN SLEEV & FOR 4' FIRE LINE. rMMYT SERVI.'E LINE wl 2 " -_dORF IBARNES DRIVE T P V R3 I COM LETE F. ASSE w 8'x6" TAPPING S & V4LVE / STR: 6 / VDOT DI 2C, L =6' STIR: 12 2" COPPER_ DOMESTIC STA. 11 +01.81 VDOT DI 2B, L =4 ---------- - - - - -- -- - -- - - -' f - I- TP= 714.68 STA. 11+47.79 � SERVI E LINE w/ 2" TP= 715.8? ','� ORP. TOP, 2" GV AN INV IN: 708.40 TO 12 // �� +' 1 -1 /2" METER VAUL U T• 707 40 TO 4 I N V OU T. 711.43 TO 6 - -- - - Or o4 M + r- LLI. 0 C; m 50 1.12' a' (DRNG. 8" W/ Y ' r m J 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' PV1 STA: il 4 +75 01 P I ELEV: 724. 4 - -- LVC: z50.00 ALIGNMENT OF�IBRARY AVENUE ?(NOT PA T OFTH �.0' Sf T OF PLANS) � h11C�1 -- PRJPOSED 8' PLUG I PROPOSED 8" 1 POLY - WRAPPEI 52 6.1. W/L _ __ -TIE INTO EXI', TING 8" WIL UND R LIBRAR, AVENUE VIA w/ AN 8'!!'x�8' TEE 3- 8" G.V.I CUT AND AB�NDON EXISTING S UB PIPE& 3LOW -OFFAS EMBLY�HE 8" V LVE ON THE JBRARV AVF UE WAT -I IN AIN CLOSED & T E PROPOSED WA ERLINE IN LIBRARY AVE UE SHALL REMAI DRY UNTIL UTURE DEVEL�JPMENT TAP, TEST & INSPECT IN 0 EX ST NIG GRA E STIR: 4 W C/L OF ISTING -- Z LIBRARY AVENUE PROPO ED Uj VDOT DI 2B, L =4 GRA E 715 z STA. 11 +01.81 TP= 713.68 ' Q INV IN: 708.44 TO 10 1.40' N U_ / INV IN: 707.29 TO 6 -- ;- O W i INV OUT: 707.19 TO 2 W/L 11 U � / - -- -- /- ' -------- ----- - - - - -- - - -- - - - - -- - - - -- --------- - - - - -- -- 710 710 - , APPRO . LOCATION OF P _ 3 PROPOS D 8" 4 E ISTING 8' - POLY -W APPED I �" GEC ®� / ' POLY -W RAPPED E.I. W/L zDI.WL 5 1 '/ 5 � EXTENSI N- 11 BARN S DRIVE - =- - ....._. ='` - - - -- -- ------- - - - - -- ____ -. -- - -- .. -- I B 15" CL. III RCP 2.94 705 705 6" S/L & 22.01 LF ® 0.527 8,. W/ ) 702 702 W W N N N 0) (0 o w W o o ° �r o6 J J c0 O C7 O C>7 Cn Cn r (� co O W W c0 t rj W LL c� c� I� 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 W Lr_ 10 +00 10 +50 11+0011+25 LIBRARY AVENUE STR. 12 - STR. 4 i Abb. Scientific Name Common Name Caliper Size Comments 10 -YR CANOPY: Total 0 Quantit Canopy CANOPY TREES Vol QF Quercus falcata Southern Red Oak 2.5" 481 2 962 UNDERSTORY TREES l ONAL AG I Amalanchier x grand ifolia'Autumn Brilliance' jAutumn Brilliance Serviceberry / \ 61-71 1 130 2 260 SHRUBS C:• a CA Clethra alnifolia Summersweet Clethra Z 18" ht. TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE 16 12 192 IG Ilex g labra I nkberry Holly 24" ht. o 23 89 2,047 IV Iteavir inica'Henry's Garnet' Henry's Garnet Sweets ire 24" ht. Z 64 16 1,024 VP Viburnum plicatum tome ntosum 'Mariesii' Doublefile Viburnum 24" ht. 1 50 1 1 50 GRASSES & FERNS DE lDryopteris erythrosora jAutumn Fern Z El Heavy equipment, vehicular traffic and storage ofconstntetion materials including soil shall not be permitted within the driplin n of trees 32 SS Schizach riuin sco arium 'The Blues' The Blues Little Bluestein 60 to be saved i TOTAL: 4,535 CALCULATIONS: T/wTAi CITC AMCA. TOTAL PARKING LOT TREES REQUIRED: PARKING SPACES: 32 TREES REQ'D 3 REES PROPOSED: 3 INTERIOR LANDSCAPING: / / / / TMP 056A2- 01- 00 -020A0 ALEXANDER, MICHAEL B 705 INGESIDE LN CHARLOTTESVILLE, VA 22901 DB 1600 PG 191 ZONED: COMMERCIAL USE: MEDICAL OFFICE P.O. OX 2681 / 4-, CHARLOTTESVILLE, VA 22902 DB 1136 PG 545 / TMP 056A2 -01 -00 -02100 \ ZON : COMMERCIAL EMNPEA LLC 7751 GLENTIVAR LN GREENWOOD, VA 22943 \ / DB 3572 PG 674 ZONED: COMMERCIAL USE: OFFICES �� a PTO e 4,Q FpF� U� �j TMP 056A2 -01 -00 -02000 ALEXANDER, MICHAEL B � Q7 TMP 056A2- 01- 00 -071D 705 INGESIDE LN Q 0 DAMMANN CHARLOTTE B & SARA ~ CHARLOTTESVILLE, VA 22901 LEE FRIZZELL / \ DB 3697 PG 147 N 2958 BARRSDEN FARM ZONED: COMMERCIAL / / / \ CHARLOTTESVILLE, VA 22911 � DB 833 PG 003 \ DB 324 -92 , ZONED: COMMERCIAL TMP 056A2- 01- 00 -071A0 fy DAMMANN, CHARLOTTE B & SARA LEE FRIZZELL /� •° t / 2958 BARRSDEN FARM f` L OWER LEVEL CHARLOTTESVILLE, VA 22911 A PARKING � DB 833 PG 003 � M DB 324 -92 PROPOSED SEGMENTED ZONED: COMMERCIAL RETAINING WALL WITH / \HANDRAILS I / \ 1 IDDCD 1 C\ /CI Landscape Notes 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. TMP 056A2 -01 -00 -02060 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. REACH, BETTY JO L PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS P.O. BOX 205 TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CROZET, VA 22932 CONTRACTOR TO MONITOR TREES FOR STRESS AND /OR DAMAGE AND ADVISE LA AND TREE DB 3839 PG 632 ARBORIST IF ANY OCCUR. ZONED: COMMERCIAL 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND /OR TREE ARBORIST 48 -HOURS IN ADVANCE :: LAUNDRY MAT & DRY CLEANERS / OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN / COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. / 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH / 1 VP A SMALL BOBCAT /TRACT -HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN / DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING / INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. � / �'Ock ; 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY ���cr AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE J ate1Gi`` \ "9 Wa ARCHITECT 48 -HOURS PRIOR TO DELIVERY. Wp/k !.. }J. 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING.? �4: •: D ISEASES. 9• MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND D MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24- INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE- SHREDDED HARDWOOD. .� 10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY 0 / \\� A DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 0 / �<o W 11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS W ASSOCIATION. �j \ Ur�x. t hy OCyI EXISTI G Az 4 `J.. EB nor LP �- 700 _ TMP 056A2 -01 -00 -02( 1 60 / C/O FINANCE ADMINISTRATION RM 149 / 4Q1- McINT.IRE -R-D - - -- - - CHARLOTTESVILLE, VA 22902 DB 3239 PG 326 _ ZONED: RESIDEN IAL USE: FUTURE SITE OF CROZET LIBRARY / / / / / FUTURE / DEVELOPMENT BY OTHERS 7 a 0 1! /d 4 4 / County of Albemarle �� Conservation Plan Checklist- To be placed on Landscape Plans O� (FTandhook, pp ITT -284 -111 -297 for complete specifications) T, d 1. The following items shall be shown on the plan: �•� % Trees to be saved; O �, ® Limits of cle:nri ng (outside dripline of trees to be saved); t� ZI Location and type ofprotectivefencing; SCOTT R. COLLINS'7__I El Grade ehangas regwnng tree wells or walls; r � El Proposed trenching or tunneling beyond the limits of clearing. U No. 35791 2. laarkings: a REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBAILL PIT DETAIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TREE PLANTING. N.T.S. GUYING DETAIL CONSISTS GUYS,SET 120' AROUND IT PIT ON "UPHILL" SIDE :R TO TREE <ING DETAIL PACT EXCAVATED SOIL 'ORM ROOTBALL PIT )OWNHILL SIDE OF TREE VCH EDGE AROUND RE AREA TO BE „HED -R TO ROOTBALL PIT AIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT TREE PLANTING ON SLOPE � 12 / SECTION N.T.S. SPECIMEN SHRU (AS SPECIFIED 0 DRAWING: REFER TO ROB 11 .- DETAIL SHRUB PLANTING RENCH EDGE AROUND NTIRE AREA TO BE ULCHED All trees to be saved shall be marked wnh print or ribbon at a height clearly visible to equipment operators. Q W ma Source: Va. DSWC Plate 3.38 -2 0 ILI No gradutg shall begin until the tree marking has been inspected and approved by a County Inspector. Vol 0 c 0 111-401 o a l ONAL c `0 �v NOTE: / \ �, w 3. Pre -Corm ruct ion Conference: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO C:• a REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF 1 1 1 In�.11 Z ID Tree preservation and protection measures shall be reviewed with the contractor on site. TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE Q PLANT. LEI o Z 4. Equipment Operation and Storage: CD Z El Heavy equipment, vehicular traffic and storage ofconstntetion materials including soil shall not be permitted within the driplin n of trees LrT to be saved V1 5. Soil Frosion and Stormwater Detention Devices: Z J ® Such deices shall net adversely affect trees lobe saved J 0 6. Fires: 0 Fires ate not permitted within 100 fens of the dripline of trees to Le saved, O 7. Toxic Rfaterials: " LI Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. Q) J 8. Protective Fenelnn: 0 LI Trees to be retained within 40 feet of a proposed budding or grading activity shall be protected by fencing. O I7 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. C m N a-+ 9. Tree Wells: .L ® When the ground level must be raised within the dnpline of atree to he saved, a tree well shall be provided and a construction detail 3 submitted for approval. z Z 0 10. Tree Walk: 0 W O ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail � f7 d submitted for approval. �.y z a) 11. Trenehlne and Tunneling: V) U W fl When trenching is regmred within the limits of clearing, A shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots o z +• Z O 12. Cleanup: Q s Ll Protective feacin +hall be Ute last items iriii wed dtuirrg the final cleanup. Lu 3 13. Damaged Trees: , > r-y pt ® Damaged tr shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. Vf) W C �C«. J✓✓J / t� J NOTE: IT I3 THE VE ,OPEWS RESPONSIBILITY TO CONFER WITH TIIE CONTRACTOR ON TREE CONSERVATION Z N REQCIRENIENTS. U_ C 11/1/12 a L OWNER SIGNA HE (DATE) z z N C co 0 O CONTRACT PURCHASERSTGNATLIRF. (DATE) 511/06 Page 1 of t O 0 rT 1992 3.38 12 SECTION N.T.S. H V LU r n V) 0 H z 0 Lfli.! o V T 0 E o BACKFILL TO TERMINATE O AT TOP OUTSIDE LIMITS OF ROOTBALL REFER TO TREE - $TAKING DETAIL ADD MULCH OVERTOP OF w ROOTBALL AND PLANTING PIT Z LIMITS, BEGINNING AT NO MORE (� THAN 1" DEPTH AT TRUNK AND z TAPERING UP TO A DEPTH OF LV 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE d Z 1 V VARI S O TYP O 0 o ROOTBALL 0 / a .�� BACKFILL WITH CULTIVATED, CUT AND /OR NON-BIODEGRADABLE ���/ ��\ \ \(� ORIGINAL SOIL FROM PLANT Uj L) ROOTBALL WRAPPING AFTER \ �/� �' PIT EXCAVATION IF LOOSE. IF v EXCAVATED MATERIAL IS NOT FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH �� qxi BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL aI TO BE UNTIED FROM TRUNK MATERIAL. AMEND BACKFILL AND CUT AWAY TO A POINT PER SPECIFICATIONS. COMPACT L AT LEAST 1/2 DISTANCE DOWN BACKFILL IN LIFTS BY FOOT. al ROOTBALL. WATER THROUGHLY AT 1/2 c DEPTH, O SCARIFY BASE OF PLANT PIT m WHEN EXCAVATING PIT: BREAK RETURN AND COMPACT LOOSE C: THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO b HARDPAN (REMOVE A$ fll PLANT PIT TO ESTABLISHED NECESSARY TO FACILITATE e PROPER DEPTH PRIOR TO r-6 DRAINAGE) PLANT PLACEMENT O d LI) _0 NOTES: JOB NO. 0 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT 2055 0 AGREEABLE TO THESE PLANTING CRITERIA-OR WHERE CONDITIONS -RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. N 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, SCALE 0 OR INCURRED DURING, PLANTING PROCESS. v 111 =20' o 4 ROOTBALL PIT r9.� 14 SECTION N.T.S. SHEET NO. F n aI LL -1 Q) W ma Source: Va. DSWC Plate 3.38 -2 0 0 c 0 111-401 o a c `0 NOTE: / \ �, ICI ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO C:• a REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF 1 1 1 In�.11 Z __ TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE Q PLANT. o 12 SECTION N.T.S. H V LU r n V) 0 H z 0 Lfli.! o V T 0 E o BACKFILL TO TERMINATE O AT TOP OUTSIDE LIMITS OF ROOTBALL REFER TO TREE - $TAKING DETAIL ADD MULCH OVERTOP OF w ROOTBALL AND PLANTING PIT Z LIMITS, BEGINNING AT NO MORE (� THAN 1" DEPTH AT TRUNK AND z TAPERING UP TO A DEPTH OF LV 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE d Z 1 V VARI S O TYP O 0 o ROOTBALL 0 / a .�� BACKFILL WITH CULTIVATED, CUT AND /OR NON-BIODEGRADABLE ���/ ��\ \ \(� ORIGINAL SOIL FROM PLANT Uj L) ROOTBALL WRAPPING AFTER \ �/� �' PIT EXCAVATION IF LOOSE. IF v EXCAVATED MATERIAL IS NOT FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH �� qxi BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL aI TO BE UNTIED FROM TRUNK MATERIAL. AMEND BACKFILL AND CUT AWAY TO A POINT PER SPECIFICATIONS. COMPACT L AT LEAST 1/2 DISTANCE DOWN BACKFILL IN LIFTS BY FOOT. al ROOTBALL. WATER THROUGHLY AT 1/2 c DEPTH, O SCARIFY BASE OF PLANT PIT m WHEN EXCAVATING PIT: BREAK RETURN AND COMPACT LOOSE C: THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO b HARDPAN (REMOVE A$ fll PLANT PIT TO ESTABLISHED NECESSARY TO FACILITATE e PROPER DEPTH PRIOR TO r-6 DRAINAGE) PLANT PLACEMENT O d LI) _0 NOTES: JOB NO. 0 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT 2055 0 AGREEABLE TO THESE PLANTING CRITERIA-OR WHERE CONDITIONS -RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. N 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, SCALE 0 OR INCURRED DURING, PLANTING PROCESS. v 111 =20' o 4 ROOTBALL PIT r9.� 14 SECTION N.T.S. SHEET NO. F n aI LL -1 Q)