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HomeMy WebLinkAboutSUB201400092 Plan - Approved Road Plan and Comps. 2014-10-31GENERAL NOTES: OWNER /DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT. DAVE BROCKMAN 1005 Heathercroft CirCIS Suite 10DI OLD TRAIL VILLAGE Crozet, VA 22932 CELL FOAC - 985 -9088 d2vC MjatrallvV llage. Com PLAN PREPARED. ROUOABUSH GALE, 6 ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA. 22902 TAX MAP PARCEL No A PORTION OF 055EO- 01- 00 -000A1 ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA -04 -024 APPROVED ON SEPTEMBER 14, 2005 USE BLOCK 28 - 9 SINGLE FAMILY DETACHED UNITS 6 SINGLE FAMILY DUPLEX UNITS BLOCK 293 - 12 SINGLE FAMILY DETACHED UNITS 4 SINGLE FAMILY DUPLEX UNITS BLOCK 35A - 2 SINGLE FAMILY DETACHED UNITS BUILDING HEIGHT NOT TO EXCEED 2.5 STORIES DRAINAGE DISTRICT. LICKINGHOLE CREEK WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY: LOUISA AERIAL SURVEYS. AUGUST 2012 DATUM: VERTICAL - WARS 98, HORIZONTAL - CAN BE CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. FLODOPLAIN: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP COMMMUNITY PANEL NUMBER 510006 0237 0, EFFECTIVE DATE. FEBRUARY 4, 2005, LANDSCAPING. SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS. LOTS 1 THRU 15 OF BLOCK 2B, 6 THRU 21 OF BLOCK 298, AND B AND 9 OF BLOCK 35A EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL 41. THIS SITE IS NOT LOCATED WITHIN AN ANCIENT? ORAL DISTRICT. LOTS 1 THRU 15 OF BLOCK 2B 6 THRU 21 OF BLOCK 29B, AND R AND 9 OF BLOCK 35A ARE EACH ASSIGNED 1 DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED. GENERAL CONSTRUCTION NOTES I. FONDA TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT- BF -ARY INCLUDING CONNECTION To ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (YOUR. AS ANYYDISCREPANCI N BRAWN THE ESOCCUPTHE ACCURATELY PERMITTSHALL GOVERNMENTS OF THE PERMIT. WHERE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AO STANDARDS OF MEET UNLESS OTHERWISE NOTED. X, SRCSLON AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCGROANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GOADING OR OTHER CONSTRUCTION. 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZER, SEEDED. AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2' 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED, G. PAVED HIP -RAP OR STABILIZATIDN MAT LINED DITCH MAY BE HfGUIREO WHEN IN THE OPINION OF COUNTY ENGINEER, UP DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (25 CFA PART 1926), GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296 -5632) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GOADING AND PREPARATION OF THE ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE PER TESTS PERFORMED ON THE XWGIRAOE SOIL THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A DISGRACE SOIL BAR OF 10 ON GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIIGN SHALL BE MADE BY TFIE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED (WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE, 4, GUARDRAIL LOCATIONS ARE APPROXIMATE EXALT LENGTH, LOCATION. AND APPROPRIATE ENO TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER. OR DESIGNEE, IT 15 DEEMED NECESSARY. WHEN GUAU HAIL IS REQUIRED. IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO UNIT CG -PHA, B, OR C), G. WHERE RURAL CROSS SECTIONS ARE INSTALLED. ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH. SHOULDER WIDTH, AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY ADHERED TO. B. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OF THE COUNTY ENGINEER. OR DESIGNEE. THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN SPEED. OR AS DETERMINED BY VOOT FOR PUBLIC ROADS. 12. VAULT STANDARD CD -1 OR CO -2 CROSS- DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VD07 OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH GREG VIDEO CAMERA INSPECTION PROCEDURE AND WITH A BILL OR COUNTY INSPECTOR PRESENT. SUB #201400092 VICINITY MAP SCALE 10=1000RET SHEETINDEX SHEET 1------- -COVER SHEET SHEET 2 --- - - - - -- OVERVIEW & PHASING PLAN SHEET 3 --- - - - - -- EXISTING CONDITIONS & DEMOLITION PLAN SHEET 4 ---- - ----- BULKGRADING & STABILIZATION PLAN SHEET 5 --- - - - - -- SITE PLAN SHEET 6 --------SITE PLAN SHEET 7 --------UTILITY PLAN SHEET 8 -- - - - - -- UTILITY PLAN SHEET 9-------- GRADING PLAN SHEET 10 - - - -- GRADING PLAN SHEET 11 ---- - -- ROAD & UTILITY PROFILES SHEET 12 - - - -- ROAD & UTILITY PROFILES SHEET 13 - - - - -- UTILITY PROFILES SHEET 14 - - - - -- SANITARY SEWER PROFILE & DETAILS SHEET 15 -- - - - - -- TYPICAL SECTION, NOTES & DETAILS SHEET 16 -- - - - - -- CONSTRUCTION NOTES & DETAILS SHEET 17 ---- - -- DRAINAGE AREA MAP SHEET 18 - - - - -- DRAINAGE AREA MAP SHEET 19 - - - -- COMPUTATIONS SHEET 20 - - - - -- LANDSCAPING PLAN SHEET 21 ——LANDSCAPING PLAN SHEET 22 - - - ---- WALKING PATH & PARKING EXHIBIT APPROVALS PATE �QNLTH OF YjP ENGINEFAING 1 IA i 41 Z'PI �m � Wa cfi 1 %Her Mw�1 rn cm N SSSSSS HE . NM X OJifi 72 nP (Lo , , TM °' t IT WHOM Olm II aAnom U (< To� 12 ! __. vM! 1dc 'i µ.waf1 _ N ca APPROVALS PATE DEPARTMENTOFOOMMUNRYDEVELOPMENT PLANNING /ZONNING ENGINEFAING INSPECTIONS �m ARCHITECTUAL REVIEW BOARD Wa Z FIRE RESCUE rn cm W ALBEMARLE COUNTY SERVICE AUTHOflTTY VA. DEPARTMENT OF TRANSPORTATON Ww Ua 1 ew �' ° i 2 0 �? T�gCCZ� � a oh w' �2 Oo W w =2 �yg S. a ON W J °OR _U i`geg V] C6 dm rG 6 I �wIt °o REVISIONS June OS, 2014 PER COUNTY COMMENTS July 29, 2014 Comments August 20, 2014 Comments Oa. 10, 2014 Comments DATE T January 31, 2013 � SCALE `I As Shown J OCINFROUR IMERVAL r �m Wa Z g rn cm W �I vM! 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CRAIG III MARCH MOUNTAIN PROPERTIES I LLC ., �� - - tee? `2 03, 4218P 243 O.B. 4009 . 364 I N ....�� i ' , PHASE-T' I'- 35 ,✓ M O Lu ZONED: NMD, ZMA 04 -024 ZONED: NMD, Z A 04 -024 �. - 4 11sII" PRESENT USE - SINGLE FAMILY RESIDENCE PRESENT USE - VACANT MIXED USE LANG `, 6 i ,i/ ,g .t ��i y ca y} IMP 55E- 4 -G -32 TMP 55E- 1 -23 -13 / i JOHN W WALKER III CRAIG' ENTERPRISES INC \ o a.1 �'� �✓ �� � REVISIONS June 08, 2014 ; - D.B_ 4222 168 DID, 4356 310 - - 6 1 VP P, p p�p� T ' N T - PEF COUNTY ZONED: NMD, ZMA 04 -024 ZONED: NMD, ZMA 04-024 OCK3 PRESENT USE - SINGLE FAMILY RESIDENCE PRESENT USE - SINGLE FAMILY RESIDENCE \ �' ' BLOCK 35C " RMJRE y T drtl ` 4 COMMENTS .,/� BLOCK a C 27 X July 29,2014 Comments II �}�/ _.�9LOCK2 IMP l r CY. I 55E-1-23-1 -j � I BENJI OR WYATT August 20, 2014 54 It, ROME 4354 p 395 T F' v y h ZONED NMD, ZMA 04-024 1 T Comments A I PRESENT USE - SINGLE FAMILY RESIDENCE n ' - Oct 10 201 1 B LOCK � I Comments DATE zv� Y 4 _ A% POrifIONOF'TMA 55 -1-A7 �K�B ��� PHASING NOTES: Mqw LC' 5NiAyIN DUN MOUNTAIN OOJIMES p� � �. k A 9 �� JAN. 3,. 2014 35 2 2 36 { It PHASE 1 PRESExi D5E WLE OCjIR9E iL_ Z Scale - PH 2 d PHASE 1 WILL CONSIST OF THE ROUGH GRADING OF THE ENTIRE SITE �T T `4 ^nx` i ' P 6ff 1 - . AS WELL AS THE CONSTUC ➢ON OF ALL ROADS, UTILITIES AND R I � OHO un wm< -" I "� � '\ /' � I �� MARCH MDUNTAI OPER ➢E5, LLC 1 ! � i 11 � INFRASTRUCTURE FOR BLOCK 35B, LOTS 8 AND 9, AND ALL OF ' v xaef sD sUs Sx E � g MIXED -q a sO rR (�TAzaIa ' ( � CO �CONTOURINTERVPL F OOT PRDEz.9Raw. 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IT L "• ! \ l V � � 686 - _ , _ /� \ � Y v� REVI310NS / —sea (_ -- June 06.2014 PEROOUNIY 'l q� l _ ,_ COMMENTS i \ ' — -�.i �\y �� _ July 29, 2014 / V I ITS e TO 1 �/ V T V � v \ / y9 -� It l l / Er - l_ Comments (� Comments � voff, v, / � � � I � � � v I v 'F v � .\ \ 7S V v vvv. v J � _ �A�_ ��� � ,, i I � I TS v � �� "\7,�d \ j oa. low CommeMS v k �� �' / I • _ �� � J�'�\ � v Tr 11 v A v" IF t\ VA 'loo A A A -J V ice- V � p, \� TA g V ( \ \\ V �A __ LJ -_j � V �CONTOURINEzFVAL '- ITT 2 FOOT \"\� \\ TS of - vl FEE '. A IT i •.,A - \ AAV V - 1 i -'-� ti\ V i A V AVA\ A\ j A V \ IF Ir T A \ A ea IT l �/� V 1 AAv v AVvv A �., A A �� ��vmom _ /., ( _ J� J V v`yvvAA� v v v v v v- _ i v ms SOD Q v v v v i _ / N gyp_ fl/ 1 \ - - U A\ V vvv T ,- t F z V vv no a IT / , v v v v - �, -. If t �- `Al U Om IF i v T v A A V A \ -- �\ �11 - v A V V A\ \\ rr IT - If \ \ \ \V AV A A )/ / wme OB � 1 V A \ \\ V V A f _ _ V l D� LO 6 A A V A \ A \ V A 6i IF, V 1 CV /' V�V e / AA 1 A AV A A A \V / C \\ 11 A \ \ A V A V A\ / / V A �� If \V V V A\ .. A A, A A\ —\ A ei A' A I 1 /� , �� 6 lA / /i I �'V A V AV �.. / j k ./ l / I Christopher C. Mulligan [r. — -� FILENUMBER A \ AV ..\ \\ AV A \V l /, Vt 6 - sAA ., _ V A / A V I I' 1� \/V ¢ a3i6]2 6 V A A A \ V AV A A -V A \\ / / IF /� � ..OVA AAyy � A \ A A AV / 1 x'90 206 8N$.i V \ A / / / \ A A V A 1� _ �V� �� A \ V �V \ A AV AV A A AAA A ArySV � Y.A� \V� A V 1 / —= SCALE 1 "�0' - V �, ( / / % A l -� I \ SHEET i AVAA� V A V p�'�''� 60 0 60 120 V A A A / A N V \�� l 6 AAA ll ..� A V V A�, ��� A A V A \� ''� �� / / m l �.� A A V T �� A AAAV A / ��._� \ \ ,! ✓� 1.1 __ /p SCALE IN FEET 4 of 22 AA CL A A l ! l 1 AcV \� L JL-� -I SEE SHEET 8 VP Px _Apo VG A ri / d ARA N6 s ���$ A ELI 2 o wn s62 w � SIGN afi \ VB / 2 0 m _� ' �� g� e6. ., vxP h.G V�'T Tt �' °.c �� srREET Icry /j( p4" v `i " /� f If BLOCK, W % Z5d _... E�p s9 / g P scry yamd 9� /... I—a > HIS O �s e /�� / NO PA IN 1 �° �� � � 0 V w2 un � Wz / FUTURE Ri I T v, � 9 v0 x � ]p' BLOCK 3514 , A � � � / /� � �\ �., A wP SSE 1 C �. �A _ Vi E- >d 0 Oy �ql s SIGEEi SIFN a R4'G O G �J MARCH 3596 444-4 3 (plot M9/ / µ19T1 yGHi Q1 h"S'P °+ // �V�� SRI 3395 pp <44 463 (plot / IiPNCE ESA1r 9 O� / j' NM9, 04-924 \\ q yQ 7 Q NO PPRRI4G t PY PRESENT MI SIf,N E P' PRESENT USE - MI REiNE G 9flIV IVA & /� aA6 (. � !Y/ pJ� / � RESIDENTIAL UNITS i /J" Z 2 S Z NO TAKEN' NO P PE 0, > O 3N9 vAelny\ FRA V M10 w� poll)" q s\ y%.. 96)5`OT / 20F hOP O P'. p/ \(\ SSi.`M' M1 p ¢�' ?4% \� {3 y 0 2q' ° P _ 1?_ cF, \ . T� 3I ry�\.. \F, Op, �.� �J `� � y CE co Wy O7 �i 2 U m , /,�%n� // r�� B r• \qV a �" �1E£G -I� Pry 3 ^:- R I / , �sP,acE z'fl a R •� STREET SIB ,.� /� � i . 1� �� ��Oi Fo w DE III $ 1 ,� �ZOL" ��� / - \ NOPARKING� b: 2641 1 ��.°'v oP SGN� E P ! "l•/, "r w / A - x6 N9 FARaNC f J y Q Fa /� b PtP- A�SO'LFO �5 @ A / ` ' W 2 0 A /;O_ - H A s ,� �, / / p' W ® n yp / 1��. \ � TOP HOB_ �I .- � P / /^ /" \ � � / ,y 't,0`i �`., � { \ a - at s FEET IGN - C / 6 A P \ .. �� �. ' / ✓ BL `K 2� SL. os�ceRAA .. / �'", . � 9 5k uO PARwuc slcN� v SC r / a'r 'CG REaIS1oNS 1 JUne 06, 2014 s ��r'arvlcN s REEr A ay x /. Fa 11 1 R J i ��yy ��l�Pe -(SN'- > rR sP" PER COUNTY y a / '?, a� v e1 o > l % `' h" " OF aN,q °ja'xao �' T ' °' n 5 s cN e / �� BLFUTURE OCK stt� sN� COMMENTS ahn VMIABLE enure sl oPe ESlni� � �F S� RES,PAS { 24' fr' � � A �'O PARKINS b� 4M1 `" �� JU129,2014 "vF / P % p0 �/ D.B2886 PP. 13'I -I55 •, e4 /.' FUTURE k u / ° w": BLOCK 26 w A Commeots / v \�% a �e ®LCBN 616.q . August 20, 2014 N /( 6 S i V -C,` i. G� /. "" Cr �) COmf112m5 / 6 Ao a Oot.10, 2014 .J� Comments 6 � I A V 38149 of 4 CG12 / �% \ � .MTSGN Got /% USAFEA, ' V c A L vAV vnmx SIGHT SAFE *0 / S e \ M DISTANCE ESMi A S / I�A 6V H'E3 D¢a V N January 3l, 2010. V/ P R � / � 4yG 7 r53 s SE I a �V� / Scale , / T ot it 1' =50 o / g / \ AN PORTION OF TMP 55E-1-Al "b NO PARKING SIGN �� MARCH MOUNTAIN PROP ES, LLC (0 / y 4� `../ VAR.NADI PS D9. 2233 P. 359 \ r 4 1/ �. •V SEWFIt ESMi. / OPG O.E. 2035 pp. ]25 -]36 (plot) - CONTOUR INTERVALi ZONED NM9 AG + EA 94-024 o� 10 LANDSCAPE EASM[AT 2 FOOT J (o,T D.B. 3442 2� pp. 188-194 / 8 / ^ o 1N¢ EASEMENT L CAn9N / �, ' �� p pp 4y D Is APP90K NEED SON PLAT Fc6, /(r BLOCK �D �/ 64 FROM c1ERKS ORICE i t DRI_ ,�' 1 mcnDO v �Q��. BUCK 2S i (OT 55.3.E 3 Tm. s 2� 01ST E F� B. UTILITY EASEMENT 188 1194 / T 1 G D /��• 51' 5SAN.L 9 V i / W / __ - / °AGD �(6r14 ��. = srncE W) N 11 II. z - _ - C °¢ �-' _ a l s n; 12 N Pan<10 % - 9 A (or 2 �sr9P scry A / (sr9n Ell 1 a SSA a nn / / o wr sREE r )I e = CIE 06 / ii f -\ g € _, A bqR. D SMT. YP A A 64 OSp -- SIGN I -. — - N J STROLL 11 51PC Pi T 1 + - {{AZEL GROVE ROAD ��/ VARIA3LE INDFH T R9LLT9F iTSOpO GN� / A_82 2008 3 V /VJ AL W 1 AY AND DRAINAGE EASEMENT _flO� _ O E - �� 4 1 A� 431 4� a nu ESM � f CG t2 SIDEWALK 3442 p EA �. Sf MENi O.P 3442 pP. 1e8-194 - TvG T iVP 442 pp & -194 � � �� 20 U ➢CITY ENSEIdGYr Y :mil �00R PF R1 �5 - No ������ � x' fl��' P' ) -NC PARKING S'N E OA DB 3442 IBE -194 StrzP l" IRRAN51LON iii V pp w -_0 3 � 9A � h (s dy/�• H' -� A�� 15'ORIVEwnv SITE PLAN NOTES' LOT EASEM NT � o al A 2 J sTREE �,S/ 1A OCATIONS I I �, `. 20 PRIV SIGN ,IpO 11�/� E4 Q� �, 25� [ SPACEt99 1 aa<� / 1 UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE MEASURED TO FACE OF CURB. L� AUNT G / ) Lrj vqR NOw / b963 af. � �� / � �� �1 m / L—J _ �'. p Cfl /'� U L m � UDIIT! ESMr � � � / p.) LOCATION, SIZE AND APPROVAL OF SIGNIAGE LOCATIONS REQUIRES A SEPARATE PERMIT. ('= 16 IuMAKE MirvP. sroP scN 1 o '' VO �T �� F�>�) ryp.E�t. �� �W 21 PROPOSED ,� / 3.) STANDARD CD -1 AND CD -2 UNDERDRAIKVS ARE TO BE PROVIDED AS SHOWN '�%� ) 1g 19 vnRlAe�vnem �' HEREON OR AS FIELD CONDITIONS DICTA1fE. 4a44.. m WAIIRLINE ESNr p �% NyTN Op A ml 1 20 ' r M x�. q41 4.) ALL ROADWAY EMBANKMENT MATERIAL SMALL CONSIST PREDOMINATELY OF `t 5'' '� SET D ,�N ,R SOIL AND BE PLACED IN SUCCESSSIIVE UNIIFORM LAYERS NOT MORE THAN 8 INCHES x dP:'1 LGNn !�! A= �i `;. OVER THE ENTIRE ROADBED AREA IN COMPACTION 1 , ,� ACCORDANCE 2007 AND BRIDGE SPECIFICATION 303.04. /� \y �� �pnA, �. ape - � ! cn c. Mulligan � =A � �� � - .� -"/ D - - - -52 z9 i 5. INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING A 3.5' HEIGHT OF EYE ) FILE NUMBED 1 5C HEIGHT OF ODOT0 .,��A �z a -ss / A_56 op Dai672 �"4 eD - Ez 9uRrs 9au TER _� �sN( D� �q N�pp 8063 _ ��Hax� �VD� J 6.) ALL ROAD INTERSECTIONS SHALL HAVE PA ROAD PROFILE IN ACCORDANCE WITH 1yy THE V. D.O. T. CG -11 DETAILS. )- Ex O9R3 &� T ",¢ o-a 0' UTILITY EASEMENT DB /7 It UTTER II jj rgyM KZ{ - -3442 Pp 188 -194 SCALE 1' =50K EASEMENT (ro BE vA�A'iED) 7.) PROVIDE RESIDENTIAL ENTRANCE, CG -9B, FOR EACH LOT ACCESS LOCATED IN CG -6. 50 o 50 Too 41 s - z� ROLLTOP ENTRANCE APRONS TO BE COORDINATED AG APPROVED BY COUNTY ENGINEER. �2IiYi qD' °42DC(E,6�G oaUaaaz L pp, SNEEr ]] top 12 R 8.) UNLESS SHOWN OTHERWISE, PROVIDE ALL CG -6 TO ROLLTOP TRANSITIONS WITHIN THE SCALE IN FEET �I ) �, LAST 10 FEET OF THE CURB RETURNS ADJACENT TO THE ROLLTOP ROAD SECTION. , Sot 22 - CG -12 Handicap Ramp- Type 'A'I \ p CG -12 Handicap Ramp - Type 'B' U \F NIS to / TELL \ eLf R °U� X W z z z m S 1s%(MIN) ¢ D. INpGE F4- EMFJar ASKSHE o ioz (MIN_) pG6B e2Be Po- 1sa 155 ANTNCUR�A"ES AT Z oy XM o �d �W z0 AS 3� 1RAwsmoN RAMPS 40W % �� ��4 Q� Q K SEE V.B. P n roa G��4) IDC�AL ADDITIONAL DRAINAGE EAST 5 IN THIS AREA y 2 oo �LL rl, 4 — A "✓6. 4 (MIN) - — "C�� A'r- 'R� 4 J COM z. IS J z _ / a MW V� C"9 aG to YV' 9H' ^.T 1' / �� 'F /Sr" �H.dy ySEE 0 > () Cy t/16 Z OEM :r e d Yom' � AV A� D A ACCESS 2886 pp h- I55LSMT. A `"i � d D ~ ��Aj �i y� � $� �. y` ( NOTE 9. �� O °6` 7 9`" 1 w:.. \ /MANER ¢ Qz 2� O Z U q P O BE a ST0RMWAftR e. �' UP MAX . OW IRATE NLLAC£ 1 ) ! ) a 6 W op Y a SHIN qe° N / AREA OF COLORED BUreFAfie "DP VFW Be 0 BE . Mn1 1 / 5 ° nRFn of LnmREO SURFpaE � � TRUUraTID DaMES qr ., D02 \\ o-P ° �� US Q Our W 4� W$ a° _ wAmwprro ROpfiwpr 6�1 \ ��I_ rn . OJ oa > 6AMP - 1 F mg TRUNCATED 452 6.P OgIM.Ei Taowcgrec MFS A INC rLJ cc E (PI v ) (Profile) / ! t (PI n V (P fle) S [Q LU QW �'OMENS° . e)Er T$ A E CG TE NTFH Vo j DIMENS Orvs c TO CENTER Notes: A� "'' Notes: ��� l y a t); ¢ Doi 1. TIE MA %IMUM ALLOWABLE SIDEWALK AND CVRB RAMP CROSS SLOPES SHALL BE 2R (1% MIN). L THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS $LOPES SHALL BE 2% (19. MIN). 2, THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE 3. TIE MA %IMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CCRB RAMPS SHALL BES 650HALL BE 5£ 2, THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5% G o DO 4. A MINIMUM OF 3 FEET CLEAR $HALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN \ 3. ME MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE LE IN ACCESSIBLE RGUTE (LE., HYDRANTS, UTLITY POLES, TREE WELLS, SIGN$ ETC.). A ) 4. A MINIMUM OF } FEET CLEAR SHALL BE MAIMAINS, AT ANY PERMANENT OBSTACLE IN ACCESSI6LE ROUTE (I£.. HYDRAN6, UTIf1TY POLES. TREE WELLS, SIGN$ ETCS CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE FRFORCE / n 5 CVRB TREATMENT VARIES EE PUNS FGR G RB E GR 6. RAMP, CURD, AND ADJACENT PAVEMENS SHALL BE GRADED iO PREVENT PGNOING. ®���7i e5 J \q / �` LVAGE E'4 6. RAMP, CURB. ALD ADJACENT PVEMENTS SHALL GRADED TO PRFKNT PONDING T TYPICAL SIDEWALK SECTION FOR RAMP BECTON CONSTRUCTION. DA 28 -155 - DB. 208fi po 6q_155 8, ➢PICAL SIDEWALK $ECTGN FGR RAMP SECTIGN CON STRU COON. 0. WHERE ACCESSIBLE ROUTES PRE LESS TNTE 5 IN WIDTH (EXCLUDING CURBING) A 5 x 5' �S - O PASSING AREA SHALL BE AT INTERVALS NOT EXCEED 200 FEEL 1 8. WHERE ACCESSIBLE ARE LESB THAN 5 IN WIDTH CURBING) q 5' x 5' JII00 OB, 2014 % Y ) PASSING AREA $HALL BE R AT INTERVALS NOT TO EXCEED HER FEEL L BE BECAUSE EXCEED 200 MP (AFTER R L 9_ ELIMINATE CURBING AT RAMP (OTTER THAN VERTICAL HARING. WHICH SHALL BE SET FLUSH) q ELIMINATE CURBING AT RAMP WHERE li ABU6 ROADWAY, EXCEPT WHERE VERTICAL CURBING IS WHERE IT ABUTS ROADWAY. �� �� )� / L INDICATED ON THE DRAWNGS TO BE INSTALLED PER COUNTY COMMENTS 10. DELECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES AND SET FLUSH \ IG. DETECTABLE wgRrvwfis SHALL couwpsr msDALLV WTH ADJOINING suRFACes. 1 POR�O(V OFP 66E-1-Al /� ) �\ July 29, 2074 EK INV. 669.2] �� MARCH MOUNTAIN PROPERTIES, LLC D S. 2133 p. 369 )� / ii � \1 DUB, 2015 pp. J2�7J6 (P1 1) / / Y CORIRIDNfS zG M4. END ZMA 04 -024 A August 20.2014 I i \ �' / A V 1 / `' Comments VARIABLE WIDTH SORE ESMT.' \ Y y I D.B. 288b PD. 139 -166 // � FILL ) �`\ � \ I � C BE MONITORED `� OC[. 10. 2T Comments FOR y IFT Y/ .9 to OMINIU➢M EBEVATICH OF 664 � C � /� DATE / CUP OI'®NFCONGTHRUCGUlI ®N A ¢s / T • our 20 SANITARY SEWER ESET \ 10 8�M1 h �' D B. 2886 Pp 139 -155 /TI2 .' BLOCKB ol A </� z / January 31. 201 STORM SEWER EASEMENT WIDTH SCHEDULE 1 ` e `- -cmr�a - mn _ S ee ii U N+aN � lam 107 Wall MARC 71 TV $ ele 107 105A 60663 M73 79 125 17 05 M 10A, ill 695 as Call 72 125 1571 0, `� T Y 6 �� 1 �� s m 22 DRAINAGE F V✓P in 105 692 70 Gi 11 EASEMENT `OiA� / L 5S'R /� 103A 103 11174 18, Or 47 1 25 11 Is 19 E � CONTOUR INfEfNAL 103 113 OF 24 11115 11 1 50 Am Ca � �'H FOOT 117 ill 687 35 Some r5 125 Via 0, � IMP 55E 1 E /\> �� / / OCR TRAIL VILLAGE PLC MQ ( JA TAN PLC 1 113 121 117 24 GO 3i 40 2 00 11 f t. o � m / LXSLINF p OB. ➢03]p.(plai) A PAN �O 0 USA AGE LLSEMENT � A q 1 125 PGRDON OFFERS �' / tom` IDNEA END / R IV / / PRESENT USA VACANT RE9DENTAi LAND " �HpLL x 9 HE Aeneoou�D A 12, Par 605 it All an 11 2 1\ �� VARIABLE WIDTH 'e c �� low 112 law Si Via 11 7 2 2 6 6 DRAINAGE EASEMENT +u s 13 65 20 � o H- / o � A) "D.B. 2896 pp. 134 —I55 h 138 Or An 72 GTH 91 a 2 50 20 12 21 P LU ill ve 88501 Al 22 58 1 21 12 t6 BY � 134 al be �F \ \4�\ q N —STOP SIGN ,34 „ m a GUTU9PE ,ie 7 11 63 2 50 :a B L® 7 � � a S 10D a. / FUTURE u In — T 129 Raw 65, 91 oN 11 &a 1 26 1317 In BLOCK 1W I CO I 13D ,s m M 129 fle 685 ml Sol 52 7 4 2 50 17 25 L, 152 Nor 68510 me 58 7 5 2 50 17 % Or >s P� NG SITE PLAN NOTES: Y LU IM Is vX10 67664 a, 300 962 w y.R i.) UNLESS NOTED OTHERWISE ALL DIMENSIONS ARE -� ' MEASURED TO FACE OF CURB U •¢ / 2) sREET sGV F m 2f' n v� y .S s o % S LOCATION, SIZE AND APPROVAL OF FOCUSED LOCATIONS L �O Go \ REQUIRE A SEPARATE PERMIT. 1� N ti2T� 2gsP scN mm`b mimi ALL z s ND PARKIN ; S �i s __�� / �.-. 561& a '� � `"7 " �� / 1 �. \ � � i� r� B�Og r l �c� n'/0 �' / n M • P V A T P SWEET SIGN Isru+ ESMr s Y rv1 t,E °r / L s NO PnaxrvP Pr Ih S T\ �� / �� ryiT / /t \'I. \ 0'G r 6 �Qp DNCq 2q �/v 2 / h P_ 'IP.n /./Ow' L £ SA/ / mV0 \ /,�•.w. chq f Chr oph o P 1 JP SPY'E43a- M' \ ti '+.. 4\ 3NZa PILE NUMBER IIIIII aSi9an V `� pM1 / P•Y15,Py a5' ° 4- �1.y ^VV ai° A6 �ox'y j cCf 8053 C C'' ry c AM. $B9 /per \��4Wl��rSR �Ir ���0 G� C PARS, \PRpn f` / \ °\ \i' ym h v ? m i $PACE M Irc �''�i -L i'o'L2 � ° 4R.. STREET SIGN >T`'_MT SCALE 1._60. V 7 e` .'. .;� �OhF N PARpNGS _ R541 zf SroP N� BEq 50 O 50 100 )096 �(] �%/� �fDV 1G �� J .� �T °S V .5P�5E \ NO PARHIN6 p� �. /9� i� cz�,T NO vNAMNG R 5� -- 6of /� �'�`< `�9 7� ' / '-' I +�m, j Ell A / �G ��� sanLe IN FEET w .i' AEG e..�e� / .' EE 9 E'�� 8 of 22 Ell T"T PT J""4)Ell BLOCK 3 TU :E5(N SC o � / s a °¢ v W / g °W >6SCT y 4 W F PH& M ?s F NETy '05 ZAP NRyNo c t Z°T 6 RD `0J 6 S /9) tops top 3 for ill23 I 6992 I I fiB996 �J OpT] fiB9 fiB ! C \ CTS ti innwTrvyus top' Tj 2 O.B 4P RC( SSl I. 04 ='13 D p4 top IS RAQ, tn. � (°T 6 ' sg4�igB [oT N t pP\ SST T � oT 3 i � V / ENS, R 0 �T._. .. OPEN , / SPACE Y I BCbi✓MfC �" 2541 nt s'4Rw"l sa',TO z 1S to xWtOSlro,�°.v M)GF6117 a / 10 B Nb 1 1� 715 r 6 114 O R � 113 lZ o \ / BLOCK 29B \ l I OPEN l / top It SPACE 59149 s.r. PROP 12 11 DOGHOUSE DUPID( SANITARY Mn OURLEEK &T OTL ESi. TAT iYP � 4 ORIVEVIAY 14 mcnnorvs � � (n! TYE� VAR WIOIH 1'S UUU1Y ES MT �Cd+ AIR RELEASE VAR MDTH 16 VALVE UTIL ES H Mill 7 S 19 - FOR SH! 1_\ 20 UTILITY EASEMENT P.B. 1442 pp. I88-194 VAR. WDT1 SEWER ESMT 8 IN 20 ' IL PROSSAN LATERAL TYP 20 1 1 nE Tg Ex Pwc` W/ 8 90 BEND T2 NkiLitnHE� �y UTILITY EASEMENT 0 B_ 5442 ppp 188-194 (TO BE VACATED) CSS Hi �6d �,� \� �� / AVE ) }° 121485c �/ I�\ /�f� I�l PK 1, `� BLOCK i ADS PLEAD STAN .1A, 1S ALL P Y`MEH PIPE TOP 55E 1 C / % �" �. OLD BAIL VILLAGE CENTER Q 100 PROP. lz "DRr DI w/L / 4c �A ` Ct MARCH MOUNTAIN PROPERTES, u0 SNB 5 K.M PVML �� JCA o '�/ / DO 3596 PIPAL -M`3 (plat) (FUTURE COMMERCAU . e n / A ?ONER xM0 zMA 04 -HZ4 PRESENT USE - MIXEG RETAIL e °90 f �-� RESIDENnAL UNITS / \ pC� 13 T N °All r� SEAL INLETS WATORTUHT �' � 41�� ISNINSTAL DES aarnAno AL s T � "' i ,J jMCNSI \1 . \? \i %PO��.':'•� 137E PS ,� 138 / ETC �� SOV ME Pill ASSEMBLY 'RS p� 90' BEND V v K 28' 125 141 d 1a ELL FUTURE SED 124 ELODCK0 1. \` ..... .� , VAPIABLE ARDTi SLOPE Ei T -\3 �r 102 DP 134 1S5 HU➢TlANE �" BLOCK 26 1� DEEP SPACE mac° 23 \ l\ b 122 PORTION OF TMP 55E -1 -A1 MARCH MOUNTAIN PROPERTIES, LLC C B. pp 2253 p, 389 D -B. ETAS g P26 -736 (Plat) NMD ZMA 04 -024 171 l p d LACST?OE 188 -194 V D. ©. 3.42 pp. 18E -194 y V FUTURE A APPROX. NEED GRIC.PwT / �l 00 BLOCK 26 PTPA CLERKS otTlce / /i ® �� AA "CUTWTY EASEL WT �1/ (' o � ( HE. 5442 pp. 166-191 IS .! ao GP Tz� 8l i 17 NATFRUGz i 30. i o GU LANDSCAPE AND / AA ABLE EASEMENT WIPIN \ -P DP S1DEVlAtk EASEMEoT \ D B? 340.E p18 94 It 8�'xB' BEUB..3442 PP 188 -1.,4� 20 UTILITY EASEMENT EXT YET B" GAT VALVE z // ,� / D.9. 3442 PD, 188 Ij4 11 00 ° S',` p AA 1 B" 90 servo / UTILITY NOTES: �i ; ? . / 1.) ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 44444 i 2.) PER A.0 S.A., ALL DUCTILE IRON PIPES IN THE CROZET AREA ARE TO BE WRAPPED 4E "LTa SIT, WITH POLYETHYLENE ENCASEMENT OR SOILS MUST BE TESTED TO DETERMINE '� 0.o THE NEED. x 3.) MAINTAIN A MINIMUM OF 3' OF COVER OVER WATERLINE. .!' CM1 " t pFer j 4.) ALL FILL AREAS ARE TO BE PLACED AT 959 COMPACTION. 03 x C. M Iligan lA r 16R 0 X FIT 5.) MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 3 DO Y e s u s ON e° 6.) MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. SCALE 1' =50' 7.) ANY LOTS WITH THE POTENTIAL FOR AN IRRIGATION SYSTEM 50 0 50 100 SHALL HAVE DOUBLE TAPS INSTALLED OR A TEE & BALL VALVE INSTALLED OUTSIDE OF THE ROADWAY SCALE IN FEET <* LIJ cyy � 1 Of Of 2 2m Q2 0� �< J Hs 20 ¢ W Q QLu C Q ()0 @1 0 2 0o wo C/] Q py yJ QI 2 0 w Q UQ OW WWQ'� 04 L-.I -� ia0 OLL wN cn jZ w5 'FCC 4Oi ro W ¢¢ o Q. N f 2 e� Lou Z I ° J %O REVISIONS June COMFY PER COUNTY COMMENTS July 29, 2014 PER County Comments August 2q 2014 Comments Oct. 10, 2014 Comment =�Jjanual, L Scale �1 COIJIOUR INTERVAL 2 FOOT j F'LE NUMBER 8053 SHEET ) 7 of 22 /1/ Lt�im VIM gN = J C6 � s JN It D DO DO 00 O Om F'LE NUMBER 8053 SHEET ) 7 of 22 ;0I W FINISHED GRADE T C 0 INACE EASEIAPIT i AIR RELEASE VALV1 R FULL, PP 1341iG 1 BT W2o FF Qp HW ANC MODd NO t43q ((i : - IPI amyl NO 200A(27 NO 1456 3) FEE064003 777FOR i EtlUAL Q' TW 6U N0. 2060 06 APPRDYE6 ADDITIONAL DRni�IASZ EU{ Nmis nREn \ OU wLL — 6RCNSE RATE G /gg6°° BRASS OR BRONZE PIPE VALVE. E�ET�P z C/i rn UO OR � Z ul �X S 2D' ACCESS S UTILITY ESMT. ,� \ D.B. 2886 PP 134 -55 Q U Q W O p DRAIN W GRADEff IF Pi7S`HIBLE -. � SfOMMYATM MANAGBMW NOTE u 1 UPPER BALLARO IS ID BE a STCRMWAIER 0 �• Z 0 U AP 1I) M- MANAGEMENT FACWN FOR OLD DEAIL VLLAGE ITP ht- I, N 111 �� � Q # �� BE 1 II J t '^v,,,„„ r n E` 1 EL SPICK SURPORT59R j A 32 - _ — — — N� J °� NU OE BE sauD cEUENr eLDCxs _ __ CRUSHED STONE �a: J �'��� 0> F4 TYPE £RK� sesEr : UPPER BALLARD P��yD' ��� �i W iw $m -�OQRPORABON STQF ti TOP 55E-1-3A-1 — - _ y�5 \ OLD TRAIL NLLAGE CENTER p\ UELI ER NO l4 i 60 a �R APPRD`h,YY. @9UAL /� ¢F 2255 P� DID (plot) >A b \ S MARCH MOUNTAIN , DID CENTER PLC k' M1 15 �� TC ($ QW mw z Z O O W a ZONED'. NMD 6x3.0 PRESENT CSE - PARKING LOT V r( LG742 N FUTURE 2w}C] o As � Z A� �� ,//` Ifi 0 �' AINPGE EASBAE5 __ C NA7E�' / f - 2E86 PP ta4 -t 55 i V 1 i REVISIONS p 703e _ / / T X36 / /' t A PRECAST MANI10Le CONE AND COVE WN WATER CAST ON LID, OR APPROVES ") GGa23 ( �T`., m ,1O2q 66865 June ORB, 2014 PER COUNTY EQUAL. SHALL BE USED / ✓''� / A h G FOR RADERUCES SMALLER THAN 12- USE A 1- AEAT AND FITTINGS, 46R WAFER %� I ''�, � �A � � "4'' j � �"� '"L ONES 12' AND LARGER.' U5E 2' A R,V, AND FITTINGSZ T �O�ION OF TMP 55E -1-A1 � � � ��6)� � �A '� %" � � � I � ' COMMENTS July29,2014 � ' xINV. =6592 / �<%"" CF MARCH MOUNTAIN 223 PROPER ➢E4 LLC 3) IN SITUATIONS WHERE THE AR.4 ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN 2e -2433 v-389 ,V ,. '� �l T 2 �� 158 PER County Comments ADEQUATE FOUNDATION' SHALL BE INSTALLED SO FIE WATER LINE DOES NOT SUPPORT D.B. 2Ads 726 -736 (plot) �- �V / �. �QOmmental4 TIE MANHOLE CONE KA 04-0M� A y � l / 5 A le 1 -n OBC 10� 2014 T 51426 VARIABLE WIDTH SLOPE ESMT� \�p T V 40 1 66922 p.B. 2886 pP. 134 -155 �T'-' t �/f t_ �J / MAXIMUM ELFAKATION Commertls OF FILL �: % \ 2 TO BE M®ArIFORITO FOR TYPICAL filly RELEASE VALVE (ARV) IA1AXIMUMELEAIONOFON / ,. NITS i ., y �P - - j// FIG, N! 4 A % �.H \ / \ DE 2886 pj 134-155 LOOP � \ iP5`T��„ ��X S �. BLOCKS \ /y�\ January 31, 2014 157 / Q, 4 �A� r,. P \ 22' DRAINAGE EASEMENT /' V T 56 OIO� i� =FOOT \56 b .2D'T TRIP 55E 1 E A ° OLD TRAIL VILLAGE CENTER J LLC N D8. 48ll A -Z it 650 (plot) DO EXI INS .� � CQ g P -4Ds ( gU ZONED HMO KO' ORA AGE EASEMENT / (PORTION' OU7DE RAV y SHggqLL BE ABANDONED PROP � PRESENT USE - VACANT RESIDENTIAL LAND / VASABLE NIDLTH 0 B IJ)BCV S ��� r DRAINAGE EASEMENT i �y,T� � 0' PROP � �. �T LIP- 2888 pp 1i4 -133 PORTION OFTMP55E1 -A7 ``-mod /x o0 i e'PwG Loo, Top-AS 1 -N6 �y MARCH MOUNTAIN PROPERTIES, LLL In SET 78 / r W / 11PVOU1)r5]Lfi3 A AA D35 4ID3 736 HE, 2035 pp. ZONED: RA e > 2 PRESENT USE - AUTO COURSE TAB A 153 FUTURE f1ILOGW Y 4 mv WW 5r o �OCK2 , CD 5 US Jac L � o w 21 M1 SS _ H`V 75 // 3� I UTILITY NOTE• OFH61 oIx _ h 3' o x ;.., ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED 0 pp _ ' / r C TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 677 � J AYL, tL A >� C ,. C FUTURE STORM � S _ 4 SPTIIBJrJE 72 N tl� ��'� EEWfR PIPE FEE, N 0 m p PO I T L ^ SO�CW 35E R �7 f� 1J ��� r T {��NLWH OF GP@ B PROP q 12 DRN 01 W L 144 / ECG C CLUB O C fNNNRE COMMER U� �30� oA�4 DB��4Ar / �; � �,..' ° id�.- �. /4 ✓�j' O S AT 2, �l� NN� xh'' �V .� �� �,w✓m� CM1�stMPhe NoM Illgon GN /' L eagN In 1 -20 Cl T 1 /y o a nz C(S - 13 ,eo qqµP-IOnGU)- t6YG 143 Q �S SEAL wSTORRGN TONAL SCRAR Z-V79 .G IN FUTURE �z ♦ >'.. ; ., 1, STORM GJAR H INSTALLED VOCATIONAL 401 t} ��uN FlLE NUMBER 8053 oup i L \ OPE N _ T MALE 1 "=60' \ @ C- 1 50 0 s o 700 SPACE `— ,T I. 3w 40 SCALE IN FEET 13% ai F RE e pot S2YO � `< �� _ 4? SHEET S,SPdT E U � LU x Ln22m Wmm F Z Om N¢ 0 H� ZO om U Q ¢ 111 It @ rw O Z QV >O a2 1Wy? 2 0 ww Q 0Q Qo W 0¢ DN RN� ¢ 0) WOo . It UI a W aw $m W� Wz R J a NEVISIONS June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Comments Augus120, 2014 Comments Oct. 10 2014 Comments DATE January 31,. 2074 1 ° =so CONTOUR INTERVAL 22 FOOT LLI u \/TW VN, Z i i OD a € JN 0 Z 8 ®0 f7 ©m FILENUMBER 1 8053 J SHEET �9of 22 A SEE SHEET 10 I 152 I', ` \. e, HN 151 - . I I we f j BUJOCK1 q , �v FUTURESiQW - -- IT \ 1 F'NVUAGMU2 P. \ E LOCK 3543 C2 S I ,.: r �6 1 11 O SEER PIPE F� /� \. 13 �� .c ', \ �., 0"' j \ �.\ \ \ ^ � iMP SSE -1 -C �`` 1 1 1 \ m p 1 , / \� i/ 7 v"° m�, 6 `4 ,. 1 /.] / 8 N 1 y � Zvq � \ 1 // � / / °! //�69x 8 3 \ :� \I v MARNCH61A0 OiAN PROPER➢ $R LLC 1\\ V O0: 3S9fi PP449 -5531 loI) ; ,O J _.\ 18 / / / /j/j�' 640 \ ll \. WL n �' / \ '`� % \ `ryMO. ZMA 04 -p24 PRESENT USE - MIXEB PETS IL & LL l ry��Z B.&�J gQCN6RIVEVIAY g'L O�` CAS- -"-�, n 0f" ° ® \ 09JGR j •.\ \\ .y3 \ �\ \ /_/ SRI 1, \\ \ \ \t RESIPENPAL UNITS it /'U 4 \ r Lrck 9M1Cle 1 2U 6 I \ Q/ �`\ Yg44 \ 9 W ly' � \ 0 °4 � 1.,. AL INLETS OPERHi � / INS ANRE& PRERAIIO pL fi0 9 � \ �4s i fl 0 6BY 50 6� � 09 4 I \S `• / � A '�e'ne\ ��4 r% \ x V. C ,{ ��� \ \ I I � � ��/� �� X 3$41 aL A "� p� � 1 ` '7- �,:' a�6aa > +j '� ° 37 \ 40/ //\` s /.�. 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Y1U / I I % II O0 4_.. f l A 01 <i R BemEwnII �� 14 Db N � SEE STORM SEWER SCHEDULES ON SHEET 10 6 m�l v� �ET ,6 �Par�L �i i V (Y \ 17 102 , ti� i�V A 16 19 v ; ,i i 1 � Ev 20 i ` e �� 1 / ° n Rr4 24TN \\ \ 1 V 1 ° T / y / A A A A ` C o }ib"]2 1672 �C Y,) 19066 1� !' �_ �_- I _.. - A A A. �mBD __ �V A' OiVbA�Y 692— _ ✓ Ile A _ __ / �_ A A \ �� P p¢bP - fS __ _ IOiF. A _ °n SCALE 1' =50' \ (I �� - 690 i V �T 50 0 50 700 - - )A 12 iPE, V _ l \1 � �C � � � _ ,, �� V AV � -V SCALE IN FEET U � LU x Ln22m Wmm F Z Om N¢ 0 H� ZO om U Q ¢ 111 It @ rw O Z QV >O a2 1Wy? 2 0 ww Q 0Q Qo W 0¢ DN RN� ¢ 0) WOo . It UI a W aw $m W� Wz R J a NEVISIONS June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Comments Augus120, 2014 Comments Oct. 10 2014 Comments DATE January 31,. 2074 1 ° =so CONTOUR INTERVAL 22 FOOT LLI u \/TW VN, Z i i OD a € JN 0 Z 8 ®0 f7 ©m FILENUMBER 1 8053 J SHEET �9of 22 STORM SEWER SCHEDULE Cali COOPER IN OUT _ '. / ! / /// V' \ \ \ } � ___ / �// ' PE too to, U 103 112 LF WHIPOE is 061% Iscrin Eggs 0674 sup � IwAt cm 06 "A"T u 603 30 / / / / / \� \ \\ \ cc x A�0 N g7 LF OUPDE 15 As" III a84% IIIWIIIIIINC Spain lia" 68825 / �� 65 Z AS i0ok 107 IVAN r7 LF OFFICE 15 All, Pill 1 11% 111will IN 0, is I'll CBS 46 L, P C 109 10M 109 105 107 Lo V „S 111111 1125 ". / /, / A �\ i /�j' w >B7 01 - - d Q° �¢ 112 114 123 „: 11115 1% / iA � A \ _ - , ' v1� GW 10b „a 1111, 114 11N 2 ! j ) �w� /_ A� A - > O \� \ a O am IN s m 11511 11m c. r 0624 amx 1111, �) // �Y \ I. r?.y� en V) ma A ,w ,e \ \ r _ 0 O) Ali As ED M ;� � //i - - go na "1134 v4 v¢ I u x nti / / �� // _ C Th � 2N Q W Q� nr IN na US va as r r ^s nom ms.n / / // / / / __ 2 141 142 135 2S�Pa /� /� ! - _ 145 147 149 TV 148 1 150 ED On 132 40 L F o 24 L F o 1 '.i w 2 moon .5625 o / � j / / / % / _ _ 600' �� 2PAS - _sh/ 1� 0t'� j h 111 N, 126 an x ,w -. 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L =8' I _R' DI -4BB, L =8' HAZEL GROVE LANE PROFILE, STORM SEWER PROFILE #109, & SANITARY SEWER PROFILE #4 - #1 PRIVATE 29 DESIGN d96 PROFILE OFFSET -25 - - - - -- PROFILE OFFSET 25 ORIGINAL GROUND PROFILE CL r.I50' Q 690 710 1`a > 1 2 a a IDx 2 US 706 660 700 676 W6 676 em 666 666 b60 660 E D 2 L-2,5' r on 1[m TO = 585.00 W F Q L =8' F D DI -4AA, L 2 25 TOP TOP = 637.10 nI m D1. o m a W TO TO = 697.00 `a m nZ¢ TOP 68 0 o +'o f N yM o I�Zn m- I W .0 o NN P 0 PROVIDE INSUTATION ALONG oo l o + WS 21 „+,n II $ N _LX 00 + NOTE: WATERSEFMCES WHEN S'OF Q' mqP �h _� o } 15 Li II s aNN+' > + NOT' PROVIDE INSULATION ALONG COVERCANNGEWMNNTAINELA I + 8griw +e ~ DO �mll, +m W w m ow +ri C 0 WATER SERMCIES MEN V OR -- to {WW d dw i Iom III COVBi CANNOT BE MNMAINED. u \ "'✓+ N IQ.m { � Q Q,j D r8G '� o oo a5 m STORM SEWER INLETS. 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F K = MOTS 0.46 _ _ VIC - _ PVC I 100.00V IN N +J COVER 104.8 K K -Val - 2267_ 8" SA SEWER - SI_ 29.951(- a SI= - 252. 450 (MIT 13 TO MIT 10) - -- _�- - - - - - - 52 D W L - -' - - -= F � A FIRE H NU 52 F FUTU E E A 208 TOP OF DA (AFTER B IL GRADE)= 68x.60 8 CL tRRELEASE Ass M 01 yy L 3' 11 208 DEVE O OPMENT T c CO SAG STAB 02.M -- TOE OF DA (AFTER BUL GRADE) -67 .00 6 3 MIN. 3 MIN - - _ 3- -- SAG ELEV E 33.45 _ 6B5 COVER b COMER- b _ EX T 8" _ _ e W L STU / - - - - - ( (BULK -GRAD - - - - e "x TEE 1 94 7 L.F. 0 8" 90' BI BID a; \ :: 8" ATE VALVE EM - - - -_ 2 57.4 F EX. 42" B R 12 OLE R� 5% TEE IT' - _ &1 w L " 4" PVC 1 = 8 CL P.V.C. 007' _ \ 9 =116k 1,51 MIN. _ _ F O9 C E \ \ CLEAR 12 C EAR 52 O -CD -2 8" 8" -121 L (3 8" E VA VIES 127. ID2 ". i.- : 8 P PLUG _ - F toe 108 LF. :: -.:= 8 _ " LF 6Fi 9 .I 12 W/ CONSTRUCTED A AID j5A1 In .F. OF 85 L OF to 4 > > S OF 8' P V.C. SAG EL V V68298 2 226 F.F. F i M MPORARY 6 BERM - TO O RP.D4E.® 30 PDE T H.P. Ir 188 LF OF30 92 . `'°�-'_ `�CLEA 1 T` 1 ®2 579, ®0.51% % 71 L.F. OF � h y, .E. .05% NNE TS TO ST R# 55 0.87% .; T H.P.D. . ®0549 96 LF 0 30 6" R „ 0 L. OF J6" HAP 0 0 0.91 , 92 LF O OF 30' H 4" PS 15 HPO. H P p E ®P 58% Tat Q P.DE - ®0.69% ®O.bt%DE a H P.D.. 4 8 L F 0 30 150 L F OF 3 " " ; ;< , "-,, -g'4L P 15" 10,T9 % O 4.65E HPDE 051% .PD.E. , " -mom. 4 8DO 4 PVC It T BASIN 6 676 T H P p 0. 9 EST Y COPP R �rA ER ICE TIT SEE VOL E ES, EC. PH 1 1 & 2 N ztl MAINTAIN D CL AR Ea'„;9 15 H.P.D.E. -- - -- i IN IN ILI <w 11ZI� BIZ IIm itll _._ r U 2 208 LF OF 2 -r 112" CLEAR RN DID n 8 8' PVC S N N. SEWER H j 7% - tl _ - N +9 IN Om N U B. PERM. U UTALL t N 23 c.y. of C Cl. I R p � -� 4In In > ncc _ U j o wi o p R 670 ID W 8 n -a iI 8" PVC 6/L I INV =57205 w w M 9Deptb = iC t II W z m m - (EX. MN 1 1 18 10 EX. M 1 1 -PJ - ?0 =j 861 i o NO w DO w S DD w Specification 0 Nr In D z DID z z z z �ssr",rc z z z z Ell _ N z 6 PIT ua 2a -27 EscN m 1460 1ER00 FERRIS 11400 116 12+00 12,b0 KHOU I W 1410D F4 i6W0 DID PR FILE OF SE -25 666 ° D Do d iI i - P PROFILE O OFFSET -3 p l ° p I -- PR FILE OFFSE 25 ,Imi i R r DID) it DID ° BU KGRADE PR FILE C', OFFSET 35 X X p p za o o ' 'o 0 � 0 'm xm m OR FINAL GROU D CA PR c C CL >z » GOLF VIEW DRIVE EXTENDED PROFILE, STORM SEWER PROFILE #126 - #154 DI -2B. L =8' I _R' DI -4BB, L =8' HAZEL GROVE LANE PROFILE, STORM SEWER PROFILE #109, & SANITARY SEWER PROFILE #4 - #1 PRIVATE 29 DESIGN d96 PROFILE OFFSET -25 - - - - -- PROFILE OFFSET 25 ORIGINAL GROUND PROFILE CL r.I50' Q 690 710 1`a > 1 2 a a IDx 2 US 706 660 700 676 W6 676 em 666 666 b60 660 E +00 17+60 1&00 1&60 I4M10 11460 20100 20ebp 21400 21460 22400 224RI0 24FHOU zE 2mOO 2H6D p6fOF ZI S0 2610D BIRCHIN DRIVE PRIVATE ALLEY PROFILE, SANITARY SEWER PROFILE #13 - #10 n b Al 0 696 69f1 BBD 675 710 WB 700 696 a1q 666 680 0 it COq II Lo 0611n` a �iiw w' ®Wm r o w ar > P ST0.11 +750 "ate dd +pm - 0 tl P ELEV.66950 pprom Q m ' y C EST STA.11 +68.15 4; C EST EV.6 LE89. 5 m IF- T 34.78K -Val 100.00VC Q O� N w NNW w So - 4 =1.24% -.. z U woo 2.0 %_ - - -_ - - Sb -1.63% s 2426 L.F P.V.C. ®0.999 FF- -' 116 ~a '�� CLEAR m m LEO. <,D is. N Z H.P.D.E. 0.50% o"'. 50' HPLYE STRM. ynrI, + I 0 m SEWER W a ¢ 0: gym'oil OZ m�IIJ 4mp> PROFILE OF SET -25 - . II a V �� ^ DW W pW PROFILE OF SET 25 - - -- °o p1Z_� �Ory f +J PROFILE CL -- 1bfi0' m 3 >c + I Z� DIRCHIN DRIVE -DESIGN 2 - ' Q o IDD OW 1W 1, In On I DID 21W ID 9100 1460 104pO 101Po 11100 114RI0 12rO0 12+60 1&O0 1arRI0 wil $ ?�QP1,T1 aF D7P oAI vg CFnstopM1 C Multi g n L'. N. o W2 DD e .r aN SCWE I'm 60' m m b m 1m mAe�Imr 696 651 NIS 660 676 �� 0x N U Lu BUM �2 26xBgx;M W Z CN O¢ Hg�D< Q. an 7¢ U o IEW 2� O3 °a2 >O Q ON rw Q O Q O W J2 �Fd WOzLT�� �p d 61� o� 0 J Luz O u- (4 cam/] n? wo o11 R7s It Zn A W 6.W EP H� 0 to mID o w � W REVISIONS June 013, 2014 PER COUNTY COMMENTS July 29, 2014 PER County Comments AUDI 20,2014 Comments Oct.10,2014 Comments -T DATE (January 31, 20141 J SCALE i _SO' Haraoaml 1 " -s venloal V m J gN 0 J 06 ¢ a as J_N r �Y J� O 06 J cl Jm Q O o IZ l FILE NUMBER 8053 SHEET 71 of 22 D III fro r on v °n W F Q L =8' F D DI -4AA, L 2 25 nI m o m a W TO TO = 697.00 `a m nZ¢ TOP 68 0 o +'o f N o o i° a m- I W .0 o NN P 0 PROVIDE INSUTATION ALONG h l WS 21 II N _LX 00 + +ri W WATERSEFMCES WHEN S'OF mqP �h } 15 Li II }pdJ aNN+' > + NOT' COVERCANNGEWMNNTAINELA I + 0 ti ~ DO LIN W +ri C to {WW d dw i Iom W S u \ "'✓+ N IQ.m { � Q Q,j D r8G H o oo m m STORM SEWER INLETS. R '�' CRESYISI'hi 45.54 m ST r I Z s > > » » B LE.01.99 E H FIRE REMOV E EX. 8" VALE I V o > >Ia Z I- Z F +J dW a as u ud n nn S SEMBLVT SHEEP 130E 210FTHE 511E PLAN oom C ?� FPO FORPERMANENTOUIFALLINTO 2 F' 3 M 2104850 __- _ _.__.._.. F 2474 9 94SD E ER BALLARD POND. - COVER 104.8 K K -Val - 2267_ - _ -- - SI_ 08 1 ASIN SEE FIC ON__ _ '2.039 - - -- _�- - - - - - - 52 D W L - -' - - -= F � A FIRE H HYDRANT 8 52 F FUTU E E A TOP OF DA (AFTER B IL GRADE)= 68x.60 8 CL tRRELEASE Ass M 01 yy L 3' 11 208 DEVE O OPMENT T CO R it TOE OF DA (AFTER BUL GRADE) -67 .00 6 3 MIN - - _ _ 6B5 COVER b b _ EX T 8" _ _ e W L STU / - - - - - ( (BULK -GRAD - - - - e "x TEE 6a D 94 7 L.F. 0 8" a; \ :: 8" ATE VALVE EM CIE T. 8" G.V. - - -_ 2 57.4 F EX. 42" B R P V.C. ®1. % 5% TEE IT' - _ &1 w L " 4" PVC 1 = OF 8" P.V.C. DEWATE M -676 75 1,51 MIN. _ _ F O9 C E \ \ -:- ^ ^5D & ®1. % -121 L L F OF EX. 0 0 1.O' CL A 127. ". i.- : 8 P PLUG _ - F toe :: -.:= 8 LF +451] B BULK GRADE S SEDIMENT B S SIN STORAGE W W/ CONSTRUCTED A AID _ .F. OF s ' B 4 > > S OF 8' P V.C. SAG EL V V68298 2 226 F.F. F i M MPORARY 6 BERM - TO O OF BERM 68250 (SE o o/ T H.P. ® 5" H.P. . 92 . OF 30" . T` 1 ®2 579, 36 H P D E 1 % � h y, .E. .05% .F. O .; T 6" R RCP RISERK HAP 0 0 0.91 , 92 LF O OF 30' H ,'„ a a a a e e v v 6 o H P.D.. 4 4w 0.91% 1 150 L F OF 3 " " ; ;< , "-,, -g'4L P m 10,T9 % O OP= 676.75 , " -mom. PR P � It T BASIN 6 676 T H P p 0. 9 9% a TIT SEE VOL E ES, EC. PH 1 1 & 2 N ztl 'LTVO,E n Ea'„;9 �' -- - -- <w 11ZI� BIZ IIm itll In < U 2 208 LF OF 2 -r 112" CLEAR �w n 8 8' PVC S N N. SEWER H j 7% - tl _ - +9 IN (EX MIT 1 1 N U B. PERM. U UTALL t N 23 c.y. of C Cl. I R p � -� > ncc _ U j o wi p R 670 ID W 8 -a 8" PVC 6/L I INV =57205 w w M 9Deptb = iC t II W z m m - (EX. MN 1 1 18 10 EX. M 1 1 -PJ - M^ntl5ton 9 =j 861 i -_ NO w DO w S DD w Specification 0 Nr In D DID �ssr",rc >c Do _ N z 6 Nei m 1460 1ER00 FERRIS 11400 116 12+00 12,b0 KHOU I W 1410D F4 i6W0 lb,ca tw +00 17+60 1&00 1&60 I4M10 11460 20100 20ebp 21400 21460 22400 224RI0 24FHOU zE 2mOO 2H6D p6fOF ZI S0 2610D BIRCHIN DRIVE PRIVATE ALLEY PROFILE, SANITARY SEWER PROFILE #13 - #10 n b Al 0 696 69f1 BBD 675 710 WB 700 696 a1q 666 680 0 it COq II Lo 0611n` a �iiw w' ®Wm r o w ar > P ST0.11 +750 "ate dd +pm - 0 tl P ELEV.66950 pprom Q m ' y C EST STA.11 +68.15 4; C EST EV.6 LE89. 5 m IF- T 34.78K -Val 100.00VC Q O� N w NNW w So - 4 =1.24% -.. z U woo 2.0 %_ - - -_ - - Sb -1.63% s 2426 L.F P.V.C. ®0.999 FF- -' 116 ~a '�� CLEAR m m LEO. <,D is. N Z H.P.D.E. 0.50% o"'. 50' HPLYE STRM. ynrI, + I 0 m SEWER W a ¢ 0: gym'oil OZ m�IIJ 4mp> PROFILE OF SET -25 - . II a V �� ^ DW W pW PROFILE OF SET 25 - - -- °o p1Z_� �Ory f +J PROFILE CL -- 1bfi0' m 3 >c + I Z� DIRCHIN DRIVE -DESIGN 2 - ' Q o IDD OW 1W 1, In On I DID 21W ID 9100 1460 104pO 101Po 11100 114RI0 12rO0 12+60 1&O0 1arRI0 wil $ ?�QP1,T1 aF D7P oAI vg CFnstopM1 C Multi g n L'. N. o W2 DD e .r aN SCWE I'm 60' m m b m 1m mAe�Imr 696 651 NIS 660 676 �� 0x N U Lu BUM �2 26xBgx;M W Z CN O¢ Hg�D< Q. an 7¢ U o IEW 2� O3 °a2 >O Q ON rw Q O Q O W J2 �Fd WOzLT�� �p d 61� o� 0 J Luz O u- (4 cam/] n? wo o11 R7s It Zn A W 6.W EP H� 0 to mID o w � W REVISIONS June 013, 2014 PER COUNTY COMMENTS July 29, 2014 PER County Comments AUDI 20,2014 Comments Oct.10,2014 Comments -T DATE (January 31, 20141 J SCALE i _SO' Haraoaml 1 " -s venloal V m J gN 0 J 06 ¢ a as J_N r �Y J� O 06 J cl Jm Q O o IZ l FILE NUMBER 8053 SHEET 71 of 22 fro W F F D DI -4AA, L 2 25 a W is Z Z T TOP 68 0 05 i° a w= .0 °00 N NN P PROVIDE INSUTATION ALONG a2�I r W +� 0 00 + +ri W WATERSEFMCES WHEN S'OF > + COVERCANNGEWMNNTAINELA I +ri C {WW d dw i m W W S r " "'✓+ N IQ.m { � Q Q,j D r8G D o o o m STORM SEWER INLETS. R i1E TO E EX. 8" D.I. S ST r Z s > > » » B REMOV E EX. 8" VALE I V o > >Ia Z I- Z dW a as u ud n nn S SHEEP 130E 210FTHE 511E PLAN oom C FORPERMANENTOUIFALLINTO 2 CVO _ __- _ _.__.._.. F 2474 9 94SD E ER BALLARD POND. 104.8 K K -Val SI_ 1 ASIN SEE FIC ON__ _ '2.039 - - -- _�- - - - - - - - -' - - -= F � A FIRE H HYDRANT 8 8 F FUTU E E A TOP OF DA (AFTER B IL GRADE)= 68x.60 Ass M MULV N No D DEVE O OPMENT T y._ T TOE OF DA (AFTER BUL GRADE) -67 .00 6 3 MIN - - _ _ 6B5 COVER b b _ _ _ _ - - - - - - - ( (BULK -GRAD - - - - 6a D a; \ - - -_ 2 -1.00% E EX. 42" B R MG6ORIFICEN 927 IT' - _ &1 w L " FUTRE CO-, 1 1 = 25 R R. WSE 6 DEWATE M -676 75 _ _ F O9 C E \ \ -:- ^ ^5D & -121 L L F OF EX. 0 0 1.O' CL A AR - ". i.- : 8 P PLUG _ - F \` 1 :: -.:= 8 _ - +451] B BULK GRADE S SEDIMENT B S SIN STORAGE W W/ CONSTRUCTED A AID - -- 4 ' B 4 > > S SAG EL V V68298 2 226 F.F. F i M MPORARY 6 BERM - TO O OF BERM 68250 (SE o o/ 5" H.P. . 92 . OF 30" . T` 1 1 " " v S 36 H P D E 1 % STAGE -BTO A AGE TABLES y y, .E 9 .F. O .; T 6" R RCP RISERK HAP 0 0 0.91 , 92 LF O OF 30' H ,'„ a a a a e e v v 6 H P.D.. 4 4w 0.91% 1 150 L F OF 3 " " ; ;< , "-,, -g'4L P 10,T9 % O OP= 676.75 , " PR P � �EDIME T T BASIN 6 676 T H P p 0. 9 9% a TIT SEE VOL E ES, EC. PH 1 1 & 2 N 'LTVO,E n NN -- - -- U 2 208 LF OF 2 2 1 112" CLEAR n 8 8' PVC S N N. SEWER H HP0E ®0 a 7% - tl _ - ,. U (EX MIT 1 1 18 i0 MIT 15) _ U B. PERM. U UTALL t 23 c.y. of C Cl. I R p � -� _ U _ 2 p R 670 ID W 8 -a 8" PVC 6/L I INV =57205 w w M 9Deptb = iC II W z m m - (EX. MN 1 1 18 10 EX. M 1 1 -PJ - M^ntl5ton 9 =j 861 i -_ NO w DO w S See Detail S Specification 0 Nr In D Do _ N z 6 Nei -- N N ( 666 ° D Do d iI i - P PROFILE O OFFSET -3 p l ° p I II p p r d , ,Imi i R r it - - - -- P PROFILE O OFFSET 35 X X p p za o o ' 'o 0 0 PR c C CL >z » » z z z z z z m m GOLFVIE J J DESIGN E T TD z z _ _ IS z z -- EXISTING G GROUND PIOFILE C CL 1WSY m m 1�' e nM e Io Do BIRCHIN DRIVE PRIVATE ALLEY PROFILE, SANITARY SEWER PROFILE #13 - #10 n b Al 0 696 69f1 BBD 675 710 WB 700 696 a1q 666 680 0 it COq II Lo 0611n` a �iiw w' ®Wm r o w ar > P ST0.11 +750 "ate dd +pm - 0 tl P ELEV.66950 pprom Q m ' y C EST STA.11 +68.15 4; C EST EV.6 LE89. 5 m IF- T 34.78K -Val 100.00VC Q O� N w NNW w So - 4 =1.24% -.. z U woo 2.0 %_ - - -_ - - Sb -1.63% s 2426 L.F P.V.C. ®0.999 FF- -' 116 ~a '�� CLEAR m m LEO. <,D is. N Z H.P.D.E. 0.50% o"'. 50' HPLYE STRM. ynrI, + I 0 m SEWER W a ¢ 0: gym'oil OZ m�IIJ 4mp> PROFILE OF SET -25 - . 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N. o W2 DD e .r aN SCWE I'm 60' m m b m 1m mAe�Imr 696 651 NIS 660 676 �� 0x N U Lu BUM �2 26xBgx;M W Z CN O¢ Hg�D< Q. an 7¢ U o IEW 2� O3 °a2 >O Q ON rw Q O Q O W J2 �Fd WOzLT�� �p d 61� o� 0 J Luz O u- (4 cam/] n? wo o11 R7s It Zn A W 6.W EP H� 0 to mID o w � W REVISIONS June 013, 2014 PER COUNTY COMMENTS July 29, 2014 PER County Comments AUDI 20,2014 Comments Oct.10,2014 Comments -T DATE (January 31, 20141 J SCALE i _SO' Haraoaml 1 " -s venloal V m J gN 0 J 06 ¢ a as J_N r �Y J� O 06 J cl Jm Q O o IZ l FILE NUMBER 8053 SHEET 71 of 22 FILE NUMBER 8053 SHEET 71 of 22 ADDLE HILL ROAD PROFILE, STORM SEWER PROFILE #107 - #100 DI DI -3A, 695,3 TOP 695.38 DI-3A, L =2.5' 710 09 1 -M TOP = 69270 TOP - L =25 TOP = 68874 DI -3C, L =12' DI -3C, ,oe TOP = 68].24 1a0 TOP = 118 18 1> L =8' 687.35 DI -3C, L =12' (1s) TOP = 687.24 I' 119 DI -3A, L =25' 2, DI -3A, L =2.5' TOP 68]24 TOP fib ]a6 Tao 690 656 dW 6Tb 6>0 bah T06 n10 b96 am bB6 b5a STORM SEWER PROFILE STR #150 TO STR #132 0I -3C, L =8' all ao 1ffi TOP = 683 45 690 DI- TO DE 6B6 agb NO aW b76 6T6 NE 60 60 if bah bbb ,owo Io+W n+W n+bo DI B, L =8' = 683.45 W 01- A, L =25 DI- A, L= 5 in Uo -3C, TOP =8' 397.20 DI T 3A, L =25 P = 696.63 ] TO = 6 7.24 ,Oa NK TOP = 68 .35 + >I 9+00 9140 1I 10050 11+00 11+40 12+OU ,2140 19000 Z 14100 14+60 16400 16NW 1b00 1b+50 1T+W 1)+60 111400 1&b0 ,9100 11kW 2aN10 194. Jim SCALE 1' • W II. a • SD Q m Q 11 NOTE: M $� 21.79 -Val To.. PROVIDE INSULATION ALONG Q ASHLAR AVENUE PROFILE, STORM SEWER PROFILE #Y21- #146 + or WATER SERVICES MEN S' OF - UW a mm c o CONEn CANNOTBEMAINTAINED. R: > ,°e -`° ^o .-yL o^ d ° � Z U e hw Q¢� , u°i o - rw M <m II-- C �m +m PROWOEVDOTISI FOR AU. STORM ad $$ w8W nn SEWEA INLETS. _ m as _ _ .. �m �e -_ — - �_ ad Z oU st 51c -0.7 a�iw w v�iw m._..- F" NOPIN 17 /ILEA VIC 55 z 5 SS -1- F SS J as a50. an _ 275.00\C mO OVC 15100 =� e CL 52 Lw 2 „ 90' BEND - COVER 42.90K - /al N ; 25.8-Val 3 .78K- al O :. ;. \ 8x8" TEE � H OD-1 0 A D l8 OLE V 8 GATE VA VE i, S� �. RE HYp ANT a< $ --,,{ _ SSEMDL mm JA.16 SAG STA1 +56.53 Q 1OF (�yg^ ` "°' REST LE V.6 ].63 SA 68240 _ 4 LF 18 4 LF OF 8 6 _ 18" 103 PDE STR #11 ) —SI ' _� Pill 54% f H P.D.E. A 0.6 - y7 LF OF LE R ,(STR _ - 00 1 H.P.O.E. 1s H.P.D. E. - - CO 1 _- .059 ®0.849 ' 1_1 OBk` a9 L OF OF 15" 112 L F OF 15 °i SJ L.F. DF CD 2 \ 15 �� HP E ®050% CD 2 F (i2) �C H.P.DE NNECTS T ®050% - -- 0 15" H.PDE ®0.702 104 L F OF 16 •a - �� _ ,1 _ EX. STRN11 T ,'. ,. r 0 HP.EE ®122% 112 LF F -., ._ a... - -_- B 15" HP E X43 L.F. 0 15'. C COLLECTS TO ?' =— '9 E K. STRJ/1D3A W (CONNEC S TO STR�1 1) O O.6J9 ¢ T H.P.D. E. 0S 0 12 CLEAR - - - -__ -- ? m m ro -_- c BLE ��fX. 1' OFFER WIT ERVI CE 8' DI l2a 0 " I. m m 1 COPPER W SEPVIE- MAINTAI 2 CLEAR W L 79 L F. OF 4'W L n F1 II rl MAINT IN Y CLEA xa 2 HLI ❑ E H P D E. 9 0.622 �( UUEX1ST 8" L ON156 n z o 0 8 "x8" TEE '- o C NNEC 5 TO T 12t ) EXIST. 8" t56 v (3)8" TIE TO EXI 8" D.I. W L a H.P + z z z o .V.'s _ _ REMOVE 8' .V. & DLO OFF r. - a -o ,n -- - °_ Et a o _ _ m - N Se mma Ua Zpp m NLw �� �.M itlf- N�• Zn M o m M ZO zi zi lot M o M °x� m m > US 4 N_ PROFILE EI -O m . » zz m O fw� -___ PROFILE FF 0 mil zil ilm PROFILE ;L za oo n �NW roroBULKGRAIE zo � 130' PUBLIC 6 -29 DESK rc¢> HW� f +J 13' -- -- EXISTING GROUND TRIFLE CL ii Z > ? NV �� z z �O z z T06 n10 b96 am bB6 b5a STORM SEWER PROFILE STR #150 TO STR #132 0I -3C, L =8' all ao 1ffi TOP = 683 45 690 DI- TO DE 6B6 agb NO aW b76 6T6 NE 60 60 if bah bbb ,owo Io+W n+W n+bo Films GM ZO _ I 1w ` CONNEC TO STRj)1 1 -1 CLEAR JS L F F 30" BW �D.I. H P D.E. 0.511 4 L.F. OF 1 % M P P.aE_ ®o so M F� I ^ ^ilF o \?o 13" S TO PIPE #,122 OF 24' D.E. 9 0.502 6]b Fill III 6T0 666 BIRCHIN COURT PRIV. ALLEY PROFILE b1W a85 6W bW 6)6 alb 6A1 b]0 666 668 1'-6" 10100 10140 ,1440 ll+fip B, L =8' = 683.45 _r F in Uo 9+00 9140 1I 10050 11+00 11+40 12+OU ,2140 19000 I& 14100 14+60 16400 16NW 1b00 1b+50 1T+W 1)+60 111400 1&b0 ,9100 11kW 2aN10 S TO PIPE #,122 OF 24' D.E. 9 0.502 6]b Fill III 6T0 666 BIRCHIN COURT PRIV. ALLEY PROFILE b1W a85 6W bW 6)6 alb 6A1 b]0 666 668 1'-6" 10100 10140 ,1440 ll+fip in Uo 9+00 9140 1I 10050 11+00 11+40 12+OU ,2140 19000 I& 14100 14+60 16400 16NW 1b00 1b+50 1T+W 1)+60 111400 1&b0 ,9100 11kW 2aN10 SCALE 1' • W n o 'o � m DI -3B, L =8' "a. °TSSOn + �� Nom. DI -3A, L =25' °m am DI -3A, L =25' 6a TOP 690.42 sa XNa 696 ,21 m 12a TOP = 686.95 162 +m TOP = 690.42 M 665 da0 6b 60 bW 640 IW f~/I WI Nw � � ✓IW �� _�_ �I m ss 55 51 =1.031 � FIRE f MEANT AS EMBLV 1016.9�K Vyl. ' -- 3' MIN. I0 O SI -2_06f ., 2' 6 6 D COVER F 51 2 08% CONNECTS 0 81R #113 - z - -- -- '_MNL.. 12" DRY .I. W/L I Z J H.PD.E. 0.62% 15 L F OF 24 1.0 COVER H DE ®05 9 CLEAR SAG ELEV.6 5.80 e" 90' BE _..,� 166 0.5' CLEAR 40 L P OF 15" � Q Z 8 "x8" TEE � PRONOE 17 H.P..E. (3)8' GATE VALVES �VATL o^ <,L aTT��•. _ l^a' �8 xfi TE USHIO f �j 1� .6201 W L 1 NOTE: O CLEAR 108 L E F 24" W 15" .P. D.E H.PD.E. 0 .872 INLETS 14831448HALL BE SEALED O °o wAnT.nOfrt TO PREVEMANY F �� � RUNOFF FROM ENTERING F O 82 Ninw a a n pJ NOTE: � I•�• F +� al: PLIONOE INSULATOR ALONG ,� Z�U •-m o o; WATER SEI,VICEB WHERE 9'OF M°o - - - -- PR IL tl -5 � COVER GWNOT BE MNMAINED. M - PROFILE OFFSET 30 I II W PROFILE CL oz ILO I,-e� PROVIDE VOOT ISI FO1tALL ST0IYM mil EX'ST1N GROUND POFlLE CL » > 'o of SEWER INLE03. oz - ASHLAR AVENUE RD KGRAOE C/L SI= 1309 O J Foy¢ � � �+¢ NW� awJjq� -- -- - PROM E OFFSET 5 _ PROFI E OFFSET 2� 6IRC�CURT DEIGN - FROFI'E CL rxu BIRCHIN LANE PRIVATE ALLEY PROFILE, &STORM SEWER PROFILE #129 690 6a5 640 6Tb 6T0 666 640 Lj \ 9+OD 9140 1pN0 lO1W 11+00 1,+40 12040 12400 1Sg0 ISNA 14WO 14+b0 16140 Ib1W 16140 16140 IT+W 1]+60 1&00 ]00 69b UP 60 6B6 dW 6b 60 pp� pU$� NZm �m 75n +0 F�j fNbW n F.IU>O N�'\ NYW D FY +J n NNW ..._ 9m;p ZNO 2 ' -1101 OVC 1000. 0 SD - 28.J1( -Val rw EX 8" SAN. SEW.J 115 - -'�' HLE FF Ei -25_ ' - -- - PROFILE FF Ei 23 PROFILE L SIROHIN APE oE51�GN ]W b1E 6t16 640 b76 6R, 9+(q 9+60 lO1W 10,50 11+40 11+40 12+00 12+40 ISaW U � W Z No N W2ONiy� U � QW a@) QI c g a2 J° Z J N 0Q o O� (/] LL 2 w� W ¢a pW', W 4W �y I 2QmW� O �W%a � REVISIONS June OB 2014 PER COUNTY COMMENTS July 29, 2014 PER County Comments Augus[20, 2014 Comments Oct. 10, 2014 Comments DATE T January IF 31, 20741 L SCALE (�1"-50 nodzontd I 1 " =5' Vertical1 1 C4 � J_ J Ojf � Q i CO a > J_N �€ Ala /J/''A m Q a✓ l FILE NUMBER 1 8053 J 6HEET 72 of 22 in Uo 9+00 9140 1I 10050 11+00 11+40 12+OU ,2140 19000 I& 14100 14+60 16400 16NW 1b00 1b+50 1T+W 1)+60 111400 1&b0 ,9100 11kW 2aN10 SCALE 1' • W a • IN M Q ASHLAR AVENUE PROFILE, STORM SEWER PROFILE #Y21- #146 00 0 ,2� n o 'o � m DI -3B, L =8' "a. °TSSOn + �� Nom. DI -3A, L =25' °m am DI -3A, L =25' 6a TOP 690.42 sa XNa 696 ,21 m 12a TOP = 686.95 162 +m TOP = 690.42 M 665 da0 6b 60 bW 640 IW f~/I WI Nw � � ✓IW �� _�_ �I m ss 55 51 =1.031 � FIRE f MEANT AS EMBLV 1016.9�K Vyl. ' -- 3' MIN. I0 O SI -2_06f ., 2' 6 6 D COVER F 51 2 08% CONNECTS 0 81R #113 - z - -- -- '_MNL.. 12" DRY .I. W/L I Z J H.PD.E. 0.62% 15 L F OF 24 1.0 COVER H DE ®05 9 CLEAR SAG ELEV.6 5.80 e" 90' BE _..,� 166 0.5' CLEAR 40 L P OF 15" � Q Z 8 "x8" TEE � PRONOE 17 H.P..E. (3)8' GATE VALVES �VATL o^ <,L aTT��•. _ l^a' �8 xfi TE USHIO f �j 1� .6201 W L 1 NOTE: O CLEAR 108 L E F 24" W 15" .P. D.E H.PD.E. 0 .872 INLETS 14831448HALL BE SEALED O °o wAnT.nOfrt TO PREVEMANY F �� � RUNOFF FROM ENTERING F O 82 Ninw a a n pJ NOTE: � I•�• F +� al: PLIONOE INSULATOR ALONG ,� Z�U •-m o o; WATER SEI,VICEB WHERE 9'OF M°o - - - -- PR IL tl -5 � COVER GWNOT BE MNMAINED. M - PROFILE OFFSET 30 I II W PROFILE CL oz ILO I,-e� PROVIDE VOOT ISI FO1tALL ST0IYM mil EX'ST1N GROUND POFlLE CL » > 'o of SEWER INLE03. oz - ASHLAR AVENUE RD KGRAOE C/L SI= 1309 O J Foy¢ � � �+¢ NW� awJjq� -- -- - PROM E OFFSET 5 _ PROFI E OFFSET 2� 6IRC�CURT DEIGN - FROFI'E CL rxu BIRCHIN LANE PRIVATE ALLEY PROFILE, &STORM SEWER PROFILE #129 690 6a5 640 6Tb 6T0 666 640 Lj \ 9+OD 9140 1pN0 lO1W 11+00 1,+40 12040 12400 1Sg0 ISNA 14WO 14+b0 16140 Ib1W 16140 16140 IT+W 1]+60 1&00 ]00 69b UP 60 6B6 dW 6b 60 pp� pU$� NZm �m 75n +0 F�j fNbW n F.IU>O N�'\ NYW D FY +J n NNW ..._ 9m;p ZNO 2 ' -1101 OVC 1000. 0 SD - 28.J1( -Val rw EX 8" SAN. SEW.J 115 - -'�' HLE FF Ei -25_ ' - -- - PROFILE FF Ei 23 PROFILE L SIROHIN APE oE51�GN ]W b1E 6t16 640 b76 6R, 9+(q 9+60 lO1W 10,50 11+40 11+40 12+00 12+40 ISaW U � W Z No N W2ONiy� U � QW a@) QI c g a2 J° Z J N 0Q o O� (/] LL 2 w� W ¢a pW', W 4W �y I 2QmW� O �W%a � REVISIONS June OB 2014 PER COUNTY COMMENTS July 29, 2014 PER County Comments Augus[20, 2014 Comments Oct. 10, 2014 Comments DATE T January IF 31, 20741 L SCALE (�1"-50 nodzontd I 1 " =5' Vertical1 1 C4 � J_ J Ojf � Q i CO a > J_N �€ Ala /J/''A m Q a✓ l FILE NUMBER 1 8053 J 6HEET 72 of 22 SI= 1309 O J Foy¢ � � �+¢ NW� awJjq� -- -- - PROM E OFFSET 5 _ PROFI E OFFSET 2� 6IRC�CURT DEIGN - FROFI'E CL rxu BIRCHIN LANE PRIVATE ALLEY PROFILE, &STORM SEWER PROFILE #129 690 6a5 640 6Tb 6T0 666 640 Lj \ 9+OD 9140 1pN0 lO1W 11+00 1,+40 12040 12400 1Sg0 ISNA 14WO 14+b0 16140 Ib1W 16140 16140 IT+W 1]+60 1&00 ]00 69b UP 60 6B6 dW 6b 60 pp� pU$� NZm �m 75n +0 F�j fNbW n F.IU>O N�'\ NYW D FY +J n NNW ..._ 9m;p ZNO 2 ' -1101 OVC 1000. 0 SD - 28.J1( -Val rw EX 8" SAN. SEW.J 115 - -'�' HLE FF Ei -25_ ' - -- - PROFILE FF Ei 23 PROFILE L SIROHIN APE oE51�GN ]W b1E 6t16 640 b76 6R, 9+(q 9+60 lO1W 10,50 11+40 11+40 12+00 12+40 ISaW U � W Z No N W2ONiy� U � QW a@) QI c g a2 J° Z J N 0Q o O� (/] LL 2 w� W ¢a pW', W 4W �y I 2QmW� O �W%a � REVISIONS June OB 2014 PER COUNTY COMMENTS July 29, 2014 PER County Comments Augus[20, 2014 Comments Oct. 10, 2014 Comments DATE T January IF 31, 20741 L SCALE (�1"-50 nodzontd I 1 " =5' Vertical1 1 C4 � J_ J Ojf � Q i CO a > J_N �€ Ala /J/''A m Q a✓ l FILE NUMBER 1 8053 J 6HEET 72 of 22 BIRCHIN LANE PRIVATE ALLEY PROFILE, &STORM SEWER PROFILE #129 690 6a5 640 6Tb 6T0 666 640 Lj \ 9+OD 9140 1pN0 lO1W 11+00 1,+40 12040 12400 1Sg0 ISNA 14WO 14+b0 16140 Ib1W 16140 16140 IT+W 1]+60 1&00 ]00 69b UP 60 6B6 dW 6b 60 pp� pU$� NZm �m 75n +0 F�j fNbW n F.IU>O N�'\ NYW D FY +J n NNW ..._ 9m;p ZNO 2 ' -1101 OVC 1000. 0 SD - 28.J1( -Val rw EX 8" SAN. SEW.J 115 - -'�' HLE FF Ei -25_ ' - -- - PROFILE FF Ei 23 PROFILE L SIROHIN APE oE51�GN ]W b1E 6t16 640 b76 6R, 9+(q 9+60 lO1W 10,50 11+40 11+40 12+00 12+40 ISaW U � W Z No N W2ONiy� U � QW a@) QI c g a2 J° Z J N 0Q o O� (/] LL 2 w� W ¢a pW', W 4W �y I 2QmW� O �W%a � REVISIONS June OB 2014 PER COUNTY COMMENTS July 29, 2014 PER County Comments Augus[20, 2014 Comments Oct. 10, 2014 Comments DATE T January IF 31, 20741 L SCALE (�1"-50 nodzontd I 1 " =5' Vertical1 1 C4 � J_ J Ojf � Q i CO a > J_N �€ Ala /J/''A m Q a✓ l FILE NUMBER 1 8053 J 6HEET 72 of 22 ]00 69b UP 60 6B6 dW 6b 60 pp� pU$� NZm �m 75n +0 F�j fNbW n F.IU>O N�'\ NYW D FY +J n NNW ..._ 9m;p ZNO 2 ' -1101 OVC 1000. 0 SD - 28.J1( -Val rw EX 8" SAN. SEW.J 115 - -'�' HLE FF Ei -25_ ' - -- - PROFILE FF Ei 23 PROFILE L SIROHIN APE oE51�GN ]W b1E 6t16 640 b76 6R, 9+(q 9+60 lO1W 10,50 11+40 11+40 12+00 12+40 ISaW U � W Z No N W2ONiy� U � QW a@) QI c g a2 J° Z J N 0Q o O� (/] LL 2 w� W ¢a pW', W 4W �y I 2QmW� O �W%a � REVISIONS June OB 2014 PER COUNTY COMMENTS July 29, 2014 PER County Comments Augus[20, 2014 Comments Oct. 10, 2014 Comments DATE T January IF 31, 20741 L SCALE (�1"-50 nodzontd I 1 " =5' Vertical1 1 C4 � J_ J Ojf � Q i CO a > J_N �€ Ala /J/''A m Q a✓ l FILE NUMBER 1 8053 J 6HEET 72 of 22 ]W b1E 6t16 640 b76 6R, 9+(q 9+60 lO1W 10,50 11+40 11+40 12+00 12+40 ISaW U � W Z No N W2ONiy� U � QW a@) QI c g a2 J° Z J N 0Q o O� (/] LL 2 w� W ¢a pW', W 4W �y I 2QmW� O �W%a � REVISIONS June OB 2014 PER COUNTY COMMENTS July 29, 2014 PER County Comments Augus[20, 2014 Comments Oct. 10, 2014 Comments DATE T January IF 31, 20741 L SCALE (�1"-50 nodzontd I 1 " =5' Vertical1 1 C4 � J_ J Ojf � Q i CO a > J_N �€ Ala /J/''A m Q a✓ l FILE NUMBER 1 8053 J 6HEET 72 of 22 U � W Z No N W2ONiy� U � QW a@) QI c g a2 J° Z J N 0Q o O� (/] LL 2 w� W ¢a pW', W 4W �y I 2QmW� O �W%a � REVISIONS June OB 2014 PER COUNTY COMMENTS July 29, 2014 PER County Comments Augus[20, 2014 Comments Oct. 10, 2014 Comments DATE T January IF 31, 20741 L SCALE (�1"-50 nodzontd I 1 " =5' Vertical1 1 C4 � J_ J Ojf � Q i CO a > J_N �€ Ala /J/''A m Q a✓ l FILE NUMBER 1 8053 J 6HEET 72 of 22 SANITARY SEWER PROFILE #5 - #9 SANITARY SEWER PROFILE #18 -EX. 1 -18 STORM SEWER PROFILE STR #111 TO STR #105 TOP TO 9 s v a a ]10 6% ,6 16 n 78 � 90001 -3A 1 =25' 111 ,as TOP = 692.]0 to FADE As Im 700 690 696 496 za I(O l00 606 635 690 6W SO6 Sol 600 m 606 636 es If to 690 690 676 616 600 6BD 7)3 LF 666 6B6 670 610 6� 10100 IOMO 11400 11160 am 6� 6b6 STORM SEWER PROFILE STR #140 TO STR #138 6)fi 616 690 140 136 DI - }A L =2.5' 690 660 dm DI O r- rri 606 606 6]0 610 666 10100 10,00 11400 ,Ni6D 1M00 12100 13100 iSlm 14100 14160 se 686 686 600 600 10100 lONO 11400 11400 12100 121lO ,5100 1316U 14106 141fi0 16100 11 STORM SEWER PROFILE #154 -UPPER BALLARD POND 616 DI -4AA, L =26' 42' ES -1 616 SANITARY SEWER PROFILE #14 - #11 am 166 TOP = 683.05 °UIFAIL 6m ILL Urn 1m 17 11 13 14 670 610 606 6 5 of 696 6� 666 666 am IO,m ,0160 ,1400 11450 630 Us 600 STORM SEWER PROFILE 616 616 STR #148 TO STR #134 DI -3A, L =25 606 1086 90 146 184 TOP = 685.01 SNO DI b]0 6]b TO p DE 6B0 brit 606 as 666 666 so b16 616 600 600 660 1* 610 610 616 b16 to 9100 9160 ,0100 104E0 11+00 114fi0 11 ,2460 1310) 666 666 610 600 so H 0 tit's ALFA Op P to C 6W �° 'ri" ^-� �"^ "� ll q Tom „400 TI M ,0100 1O1fi0 1,400 11+60 ,2+00 ,2400 13100 13160 14Hp 1d W0 =CM1ristopFer C. IAUlll,g tr a 031672 %G oNLL e' �? m m e m w m4LLlmm w 5 >_ T 68 . W = 68210 c� JOd FINAL GR w 3 Cover ��� J_ =n O SiRg135 18rLO 30" H.PD.E. P i W g"z O� O D °xl� O. iM 1>p � O m OF t5" 1s m H.P.D.. z °Jx ® - W I 6" D.I. ma °'z 1z' WA °dll ® z CORNEA CONNEC <m S 100001 ID4 L.F. z II \ W W 311 H..D�E. ®050% II Z E t•c50• ¢¢� II � - 1£II �I yF co II YFO OP1 0 }F IIQ }F �� 0 F} 1'=60' Y �_ � F} z z }o F Y � w�LLC NORMAL — O STR #155 — — VA;E =6]26 Q OF 36 ®0.69 206 L.P. L P®0 Q Q FK F Q Q ¢ JOO ¢ Q PROPOSED Q ¢ i POND '¢ - `� GRADE 24 y, f I. I Rip- �� m BUJ Depth ROPOSED a a =l a N a -RA See RetOil Specifications o ° NOTE � I Pf10yI0E V00T III FOR �'o 'c EXISTING STORM SEWERINLEFS. Exlsnnc ' l� � 0 0 FADE /GRADE " OpQ � .z L.F of -- JLS L OF 8" F�. V. C. ®1.05, 36" HPDE P.V.C. 1.4]9. �I 6U. x/163) 8� P.V. . PR OED I CLEA FROM 5 #10 FADE 1 4.5 LF OF _ �. �. ✓�. 9 159.6 OF 8" 1 J.1 L.F. OF " P.V. .F. ®1.089, .V.C. ®0.5 % 68.0 LF. F 8" 114.6 OF 8� . DF � P.V. .F. ®OJ3 V.C. ®3.4 189.8 L. OF 8" P.V.C. xx i 143.8 L.F. F e" i w'� 1142 L.F. OF E P,V,C. ®C 51% ¢ n v¢i P.V.. ®0.529° v¢i o v¢i Z � n � s E�o IN ^ NI it � M u u +� 101 N % 00n I N0 II p0+OC it �I � m m ryl a � ^I � I^ N�S3 II It v O 3 E 3 � a Y � Nimm pm m'<2 NOM t¢il (Q/1� N m Nb� m N m �SI p vwi NI «I ml I� o II Iml II a I`p0 II ^I� m� w 5 >_ T 68 . W = 68210 c� JOd FINAL GR w 3 Cover ��� J_ =n �N SiRg135 18rLO 30" H.PD.E. P SENSED W g"z O� D °xl� J iM 1>p ®0.519. �. OQ OF t5" 1s wrm H.P.D.. z ® - W I 6" D.I. ma 1z' WA °dll ® CLEAR CORNEA CONNEC <m S 100001 ID4 L.F. EII \ W W 311 H..D�E. ®050% o o � t•c50• ¢¢� - sl6 - 1£II �I yF co II YFO OP1 0 }F }F �� 0 }o 1'=60' PSO' �_ � ._ z z z r � w�LLC NORMAL — O STR #155 — — VA;E =6]26 Q OF 36 ®0.69 206 L.P. L P®0 N FK Q ¢ JOO ¢ EXISTING PROPOSED Q ¢ i POND '¢ - `� GRADE 24 y, f I. I Rip- �� m BUJ Depth ROPOSED In�JStpne9 =l -RA See RetOil Specifications o ° NOTE � I Pf10yI0E V00T III FOR �'o 'c STORM SEWERINLEFS. Exlsnnc l� � 0 0 /GRADE " OpQ � .z L.F of -- JLS L OF 8" F�. V. C. ®1.05, 36" HPDE P.V.C. 1.4]9. �I 6U. x/163) 8� P.V. . I CLEA FROM 5 #10 1 4.5 LF OF e" .V. C. ®3.3 9 159.6 OF 8" 1 J.1 L.F. OF " P.V. .F. ®1.089, .V.C. ®0.5 % 68.0 LF. F 8" 114.6 OF 8� . � P.V. .F. ®OJ3 xx i i w'� ¢ n v¢i v¢i o v¢i Z � n � E�o IN ^ NI it � M u u +� 101 N % 00n I N0 II p0+OC it �I � m m ryl a � ^I � I^ N�S3 II It v a Y P= 92. 5 >_ T 68 . = 68210 c� JOd FINAL GR JOB 3 Cover ��� J_ =n Jc SiRg135 18rLO 30" H.PD.E. P SENSED W g"z O� D Ii L.F. OF 30� J TO SW$133 1>p ®0.519. �. OQ OF t5" 1s x H.P.D.. z ® - W I 6" D.I. ma 1z' WA ® CLEAR CORNEA CONNEC <m � II �II+ ID4 L.F. F 15" H.P.D.E \ W W EwsTINC ..GRADE H..D�E. ®050% o o � t•c50• _o - sl6 - 1£II �I i co II II OP1 0 }F }F �� 0 }F 1'=60' PSO' �_ � z z z � w�LLC NORMAL — O STR #155 — — VA;E =6]26 150 L;F. H.P.O.. OF 36 ®0.69 206 L.P. L P®0 42" H. P. D.E. ®0.]J% ¢ JOO ¢ EXISTING PROPOSED Q ¢ i POND '¢ - `� GRADE 24 y, f I. I Rip- m m w/M Depth In�JStpne9 =l See RetOil Specifications o ° NOTE � I Pf10yI0E V00T III FOR �'o 'c STORM SEWERINLEFS. l� � 0 0 " � .z L.F of -- JLS L OF 8" F�. V. C. ®1.05, 36" HPDE P.V.C. 1.4]9. �I 6U. x/163) I CLEA 1 4.5 LF OF e" .V. C. ®3.3 9 68.0 LF. F 8" xx i i w'� ¢ n v¢i v¢i o v¢i � n E�o IN ^ NI it � u u u +� +>i p0+OC N�S3 P= 92. 5 >_ T 68 . = 68210 c� FINAL GR 3 Cover J_ 8' D.I. Jc SiRg135 18rLO 30" H.PD.E. P SENSED W g"z S1RXI3] D Ii L.F. OF 30� J TO SW$133 1>p ®0.519. �. OQ OF t5" 1s DATE H.P.D.. Q ® - W I 6" D.I. ma 1z' WA ® CLEAR CORNEA CONNEC i0 STR�{1 D4 II �II+ ID4 L.F. F 15" H.P.D.E \ W W EwsTINC ..GRADE H..D�E. ®050% o o � t•c50• _o - - II �I II II OP1 0 �� 0 O zz 1'=60' PSO' �_ � z z z � NORMAL CONNECTS O STR #155 \ VA;E =6]26 150 L;F. H.P.O.. OF 36 ®0.69 206 L.P. L P®0 42" H. P. D.E. ®0.]J% EXISTING i POND 24 y, f I. I Rip- w/M Depth In�JStpne9 =l See RetOil Specifications o ° NOTE � I Pf10yI0E V00T III FOR �'o 'c STORM SEWERINLEFS. l� � 0 0 P= 92. 0 T 68 . = 68210 FINAL GR 3 Cover J_ 8' D.I. FINAL SiRg135 18rLO 30" H.PD.E. OF 549 6n W CONNECTS TO S1RXI3] �- Ii L.F. OF 30� J TO SW$133 1>p ®0.519. �. OQ OF t5" 1s IT PRE H.P.D.. Q ® 0.50% I 6" D.I. 1z' WA ® CLEAR CORNEA CONNEC i0 STR�{1 D4 II �II+ ID4 L.F. F 15" H.P.D.E 40 L.F. OF t5° H..D�E. ®050% o o � t•c50• _o - II �I II II 0 0 O zz 1'=60' PSO' �_ � 3A, L =25' T 68 . = 68210 FINAL GR 3 Cover 8' D.I. w/L I SiRg135 18rLO 30" H.PD.E. OF 549 6n 12 C R CONNECTS TO S1RXI3] �- Ii L.F. OF 30� H P.D.E. TO SW$133 1>p ®0.519. �. 34 LF OF t5" 1s IT PRE H.P.D.. ®0.53 ® 0.50% II �II+ o t•c50• _o Lam, 3B, L =8 = fi85.01 FINAL GR 8' D.I. '1 ��EA SiRg135 18rLO 30" H.PD.E. OF 549 6n �- CONNECTS TO SW$133 3A L F. OF 96 L.F. OF 30" H.P.D.E. 1s IT PRE ®aye% ® 0.50% mo F� II O zz o PSO' �_ z z z v 2 W Z Oy �a Q. Qn C)6 U � ¢w E@) 0 2 OU �O , V) Q IL2 �z olf2v¢kW Q �O J 2�2 � WO2�OR V � W�, O� ¢x NO OLL J x1 m 42 w„ � 0:2 �n W O. W �¢m¢ ��// Z p W F+�1 L% IC 17 F = —J CO a REVISIONS June O6, 2074 PER COUNTY COMMENTS July 2g, 20i4 Comments August 20, 2014 Comments Oct. 10, 2014 Comments GATE anuary 81, 207 =50 i SCALE ' ' Horizontal 1 ° =5' Vertical J� r /W CO V 3 N w J 06 s JN ¢ €. �Y a� p0 h� 0m FILE NUMBEfl 8053 1_ SHEET t3 of 22 1 I 70D 696 690 665 M 676 670 666 n W UMN AGE -15 UCI INgiOLE -i6 LICKIN OLE -1] LIC INGHOIE -18 UCKINGHOIE 19 UCKIN NOTE -20 D UCKINGHIX£ -¢1 Adjust 1 AT t Tap 684.00 Adjust Top =6855 Top =686.9 IN t Top 664.2 V=683.3 n Adysl A6ysl iop =6 9.9 Ea. Tap 68100 Ex. op =fi]]3fi Ex. Top 6]426 Ex. p 6]8.46 m Ex. iop -68301 E . To = 686.22 y m Ex. Top=fi88.8 Ex. HL 15.]B' Ex. t. 8.68' Ex. HI: 80' Ex. t. 12.3]' II Ex. Ht 6.14 Ex. Hi. ]12 O II Ex. Hi=6.07' I Adjusted Ht. 15.57 Adjusted Ht =14.84' Ady ted Ht. 120]' ° Adjusted Ht. .6Y Adjust LITE =Z80' O Adjul Ht. ].12' wI G1 ALL ADJUSTED MANHOLES Be x MST 1 ETESTE 9 0 DO TEMPORARY BERM GRADE m T CREATE SE IMENT BARR ER _ BE WEEN UPPE BALLARD 'ON' AN TEMPORAR SEDIMENT ASN PROPOSED BULK RADE -y1 m MAXIM M EL VAPOR = 6 4. 0 MAX. ELEVATION 684.00 ED Ism) y ._ J - IT /EXISTING MAXIMUM PVO S�L HE GRADE =R _ a' oft aS COVER IS 15'.1 MAXIM M 39° ,- 11 _ _ _ - 35 it II -� _ II __. - _- _. II I - - FILL V - E E684.00 IL _ CLE 1 5 R - ,� �� Ad it II II p II II ARE soft 5__ - - - - --- Q o - - -- I < 8" SDR 35J L -- ---- ,�, ' D.I CL 50 - -- BY SEA 35 __- EZ zm II n u PHI �, JI II OFT 8° - -- - -- OR Z < II Ed -- _ N ,� N II IN AA w.E +a +Or; 4 UP Ad Ar, IF n TO. ZD TOnr _ _ �I hl�m rvl�WE N T �I m it IT, 11 ;mN �e �Q �a ail cc - T)O Hx - 4�YY + a° ><Y 2910D 30100 SHDD ffill III 96100 86100 36100 8]x60 _ ON A, AN I- COMBINATION UNDI RORAN CD -2 ON PILLS CENTER c LINE SECTION S4C1gI0N IIILLLF�� -- 111 --- 1.1T71 ­F1 TRENCH PI ACEMENi -1 h a fix I A � E , mn ME °zN"'p'A �T` ra .PLAN VIEW SLOWING PLACEMENT OF OFF F­fm`Ol� ..a r4 r^i,n CO 2 UNDCRDRNN -FAIL A, 1 1, FI ITIT RF �'�T/ / /� NON PERT ORATED OIRIEi PPE .53 'III HCH: 'a-4-4 t-k e-£ 6 -'--6- Fw c-+' " GENERA NOFES IN HE PAU I EAR FAULT HERTZ, TO IF INFULLYIN SURE 2 2 A' 11 III g� 11 1.1111 IFINFLI 11B IT I El 11 1" F n _ :,,. 1. Ar FOR LEFYINFUNIF My AL To HE LOVAIN IF 1 11 ANN I PLACEMENT OF CD-2 UNOERPROUN AT - BRIDGE APPR0.0CH SLADS ITIOURIE OFF F FA r UP BTFULAT STANDARD COMBINATION UNDERDRAIN (A7 GRADE SAGS AND BRIDGE APPROACHES) STORM SEWER PROFILE STR #130 TO STR #152 DI -3B, L =8' 690 ,ao NY[ TOP = 685.10 A 661 68[ SIR 67C 668 3A, 0 = 685.13 FINAL GRA 8" D.I WEE 1.0 CLEA -. - 40 LE F 15"7 CONNECTS TO STR6ji53 H.P.D.E. ® 0.50 A 92 L.F. OF 30" H.PJ FEE FIT n In Ed THE Ed r GUY SEE No 0 H o E, -0 - OF E, E 48 I IT ZEN I AT THAT ­H PER A WE xm *5 ANO pe amFlNw xENTRNM1 xort w :1 "w AN OR NEW ED #57 TEMPERATE. As AGGREHAVIT! AT CMMm PAVED SHOULDER SECTION LASS NFiTwu we vxmAwx'a°JCUM AND GUTTER SECTION OF TO As. MAE,, FAA 11 �FIRAW5 FEE IN III= AM' fiffil MWMY HER ME MCI �G Or WATER FLOW MI WTH NON PERENTAIT] OVELACT MY JYMALP AIR MARY, NY Ef FOR OUTLET MEN WITH 45' TW�W 1LEWW TV 12 OUTLET PIPE HALL 2 Irs Tv AN STANDARD PAVEMENT EDGEDRAIN STORM SEWER PROFILE STR #128 TO STR #126 DI -zB, L =a' SAID 1� laa TOP = 685.91 690 DI TO IE 686 606 68D dm N6 675 6 0 670 - B, L =12 FINAL G = 685.92 )CONSTRUCT TR #126 OVER EX. 3 " PIPE IF RE -USE AS APPLICABLE B'fW. CONNECTS TO STR 1 W/LL D.EF9 RTFRS O9' C CONNECTS 0 STR#151 37 L.F. C 15" H.P.O.E. ® . 91% H.P.D.E. 0.51 OR MY w GOit r �I� TO o x POISON ISISN STORM SEWER PROFILE #146 -TE DI -3ED L =8' DI-ERO L =25 690 4l6 TOP = 690.42 146 M TOP = 690.42 615, AD, 696 best 680 OB6 676 6110 6l0 675 NQ O a FUTURE 24' H. H.R.D.E. CONNE TION 4D L.F. 0 15" H.P.D.E. 0.55% it O LONGITUDINAL PERFORATED PIRE I LEE FREE HE PIPE CORRUGATED RE I �o w ARE ¢Ix: as mMAIVIN Wall NT. NON-PERFORATED CUTLET PIPE FOR USE UNDER. CONNERCIAL ENTRANICES HID FOR OUTLETS Him PAN ME PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN GRADED DRAINAGE LAYER) p� IN HOW TOO THEME _ -A SOMEHOW ENRON ROME . MIT ME L mrz a �`� PAVEMENT NON NY M.m a, WAY PIK ON NOTE I ART Mn WAY NAME A Ml MAND MEE7iv Be'I -.-SRB MO GUTTER SECTOR sry w • Aeav � MET L FREE TO (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LATER) NOTES rwrus TO I TU EDGEORNNS N GORE AREAS MOVE INVERT ELEVATION OF ME TO BE OF TOO 5. aff PIKE ME TO AN am CRT 6, OUTILENT ME TO 7. WITHIN WE ANNE BY A COMMEMER ON s¢w�r o ¢rto ce nox rcleanrzOaPrt sw.c TO PAY R US OTHER DRANNAME Al OF WGMW� WITH LIETREARE OF MOW"TE BE 0 THE OWNER 8FWm MELVIN TO N TOM IN FROM Oull � am WON GUITER. o .o rw,rt crxTOP rc ncivseo aPETVnx re[x I- WALL UP NONl MRAno "I "" a <xrtm I IN ATUNTIONS WHAT FULL DEPITH OF ROME= MM-�EU INFORMAL CANNANOT STANDARD PAVEMENT EDGEDRAIN My of TOM Us ,,I MEMBER I.Pm OF n. UArzw OUTLET PROTECTION SPECIFICATIONS 6W BASIN N q CULVERT O P 1 O Y AL 1 IPRAW OUTFLOW 1� JAIN.,gEPXH x-36" W /UNDERC(INf. FF m GTE 54.1 ME 686 APRON LENGTH = 25' BASIN N CULVERT OP LC,Y PTH, OUTFLOW PVH _.42" 3 FF, 0 010 ]3.2 cts 676 APRON LENGTH = 20.5 M STORM SEWER PROFILE 700 STR #125 TO STR #123 DI -3C, L =20' 696 DI -3C L =12' ab zb TOP = 685.81 696 a� 690 6N 6N 666 at 676 FINAL U! $' z �a A CONNECT TO STRN102 8' DI. i$i II 108 LF. OF 24" FEE DJ W/L ' 0 0.87% 40 L.F. OF 15 CCLEAR LOU LED. E.9 50% PE 0 OF EY AT II it 0 0 696 BADE 690 lBb 660 676 10100 10160 a„11a.D0 INES) aaa r�WNUmB DF P�4 670 N FIF CM1nstapM1 No Mulligan S R wisz �r L Ad aaNAL SEAT SOME 1' WE 5P aN a m Im m o m!! Si PUT OFF 11 E CIE IF M C. EE- - -- FIT /� OF /cam n o L o YET ST FT _k UI 4 1111 �a:33 IT Wn I FIT FF `J P. c11 'TT LH IT Io o OF I OF Ol , TYPICAL MANHOLE FRAME & COVER UP 25 EXISTING PAVEMENT I PROPOSED PAVEMENT MOLE EXISTNG SAWGUT THROUGH RFACE COURSE I2^ EXIS ➢NG SURFACE COURSE 2F,: PROPOSED SURFACE COURSE ' CINTERMEDIATE ASPHALT);.! BENCHED PAVEMENT DASE;I°jGpA7A JOINT W /ASPN CAGGR BASE a °G TACK COAT Rl NOTE PROPOSED PAVEMENT MUST iB: IN 191IP EXISTING PAVEMENT PAVEMENT JOINT DETAIL U �8 no DID C^ g �W <-, �aa "FDA U 0 D:w 1D� "Al O s ai J= V] 0 Ow >> WOw V Q OQ OW CIO a?au0i Zia u DAH O v �i W1 0 o� rn `3 _1 I WW ¢¢0` nw �9 2 ¢w BI z Q L a REVISIONS T June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Cammente August 20, 2014 Commerce Oct. 10, 2014 Comments _J DATE 1 January 31, 20141 SCALE 1 50 Horizontal 1 5 Vertical 0 AZZA LU gN Qi J06 W s. JN 0 Y � �U W 00 W� Om w CID Q FILE NUMBER 8053 SHEET t4Of22 E 48 I IT ZEN I AT THAT ­H PER A WE xm *5 ANO pe amFlNw xENTRNM1 xort w :1 "w AN OR NEW ED #57 TEMPERATE. As AGGREHAVIT! AT CMMm PAVED SHOULDER SECTION LASS NFiTwu we vxmAwx'a°JCUM AND GUTTER SECTION OF TO As. MAE,, FAA 11 �FIRAW5 FEE IN III= AM' fiffil MWMY HER ME MCI �G Or WATER FLOW MI WTH NON PERENTAIT] OVELACT MY JYMALP AIR MARY, NY Ef FOR OUTLET MEN WITH 45' TW�W 1LEWW TV 12 OUTLET PIPE HALL 2 Irs Tv AN STANDARD PAVEMENT EDGEDRAIN STORM SEWER PROFILE STR #128 TO STR #126 DI -zB, L =a' SAID 1� laa TOP = 685.91 690 DI TO IE 686 606 68D dm N6 675 6 0 670 - B, L =12 FINAL G = 685.92 )CONSTRUCT TR #126 OVER EX. 3 " PIPE IF RE -USE AS APPLICABLE B'fW. CONNECTS TO STR 1 W/LL D.EF9 RTFRS O9' C CONNECTS 0 STR#151 37 L.F. C 15" H.P.O.E. ® . 91% H.P.D.E. 0.51 OR MY w GOit r �I� TO o x POISON ISISN STORM SEWER PROFILE #146 -TE DI -3ED L =8' DI-ERO L =25 690 4l6 TOP = 690.42 146 M TOP = 690.42 615, AD, 696 best 680 OB6 676 6110 6l0 675 NQ O a FUTURE 24' H. H.R.D.E. CONNE TION 4D L.F. 0 15" H.P.D.E. 0.55% it O LONGITUDINAL PERFORATED PIRE I LEE FREE HE PIPE CORRUGATED RE I �o w ARE ¢Ix: as mMAIVIN Wall NT. NON-PERFORATED CUTLET PIPE FOR USE UNDER. CONNERCIAL ENTRANICES HID FOR OUTLETS Him PAN ME PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN GRADED DRAINAGE LAYER) p� IN HOW TOO THEME _ -A SOMEHOW ENRON ROME . MIT ME L mrz a �`� PAVEMENT NON NY M.m a, WAY PIK ON NOTE I ART Mn WAY NAME A Ml MAND MEE7iv Be'I -.-SRB MO GUTTER SECTOR sry w • Aeav � MET L FREE TO (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LATER) NOTES rwrus TO I TU EDGEORNNS N GORE AREAS MOVE INVERT ELEVATION OF ME TO BE OF TOO 5. aff PIKE ME TO AN am CRT 6, OUTILENT ME TO 7. WITHIN WE ANNE BY A COMMEMER ON s¢w�r o ¢rto ce nox rcleanrzOaPrt sw.c TO PAY R US OTHER DRANNAME Al OF WGMW� WITH LIETREARE OF MOW"TE BE 0 THE OWNER 8FWm MELVIN TO N TOM IN FROM Oull � am WON GUITER. o .o rw,rt crxTOP rc ncivseo aPETVnx re[x I- WALL UP NONl MRAno "I "" a <xrtm I IN ATUNTIONS WHAT FULL DEPITH OF ROME= MM-�EU INFORMAL CANNANOT STANDARD PAVEMENT EDGEDRAIN My of TOM Us ,,I MEMBER I.Pm OF n. UArzw OUTLET PROTECTION SPECIFICATIONS 6W BASIN N q CULVERT O P 1 O Y AL 1 IPRAW OUTFLOW 1� JAIN.,gEPXH x-36" W /UNDERC(INf. FF m GTE 54.1 ME 686 APRON LENGTH = 25' BASIN N CULVERT OP LC,Y PTH, OUTFLOW PVH _.42" 3 FF, 0 010 ]3.2 cts 676 APRON LENGTH = 20.5 M STORM SEWER PROFILE 700 STR #125 TO STR #123 DI -3C, L =20' 696 DI -3C L =12' ab zb TOP = 685.81 696 a� 690 6N 6N 666 at 676 FINAL U! $' z �a A CONNECT TO STRN102 8' DI. i$i II 108 LF. OF 24" FEE DJ W/L ' 0 0.87% 40 L.F. OF 15 CCLEAR LOU LED. E.9 50% PE 0 OF EY AT II it 0 0 696 BADE 690 lBb 660 676 10100 10160 a„11a.D0 INES) aaa r�WNUmB DF P�4 670 N FIF CM1nstapM1 No Mulligan S R wisz �r L Ad aaNAL SEAT SOME 1' WE 5P aN a m Im m o m!! Si PUT OFF 11 E CIE IF M C. EE- - -- FIT /� OF /cam n o L o YET ST FT _k UI 4 1111 �a:33 IT Wn I FIT FF `J P. c11 'TT LH IT Io o OF I OF Ol , TYPICAL MANHOLE FRAME & COVER UP 25 EXISTING PAVEMENT I PROPOSED PAVEMENT MOLE EXISTNG SAWGUT THROUGH RFACE COURSE I2^ EXIS ➢NG SURFACE COURSE 2F,: PROPOSED SURFACE COURSE ' CINTERMEDIATE ASPHALT);.! BENCHED PAVEMENT DASE;I°jGpA7A JOINT W /ASPN CAGGR BASE a °G TACK COAT Rl NOTE PROPOSED PAVEMENT MUST iB: IN 191IP EXISTING PAVEMENT PAVEMENT JOINT DETAIL U �8 no DID C^ g �W <-, �aa "FDA U 0 D:w 1D� "Al O s ai J= V] 0 Ow >> WOw V Q OQ OW CIO a?au0i Zia u DAH O v �i W1 0 o� rn `3 _1 I WW ¢¢0` nw �9 2 ¢w BI z Q L a REVISIONS T June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Cammente August 20, 2014 Commerce Oct. 10, 2014 Comments _J DATE 1 January 31, 20141 SCALE 1 50 Horizontal 1 5 Vertical 0 AZZA LU gN Qi J06 W s. JN 0 Y � �U W 00 W� Om w CID Q FILE NUMBER 8053 SHEET t4Of22 STORM SEWER PROFILE STR #128 TO STR #126 DI -zB, L =a' SAID 1� laa TOP = 685.91 690 DI TO IE 686 606 68D dm N6 675 6 0 670 - B, L =12 FINAL G = 685.92 )CONSTRUCT TR #126 OVER EX. 3 " PIPE IF RE -USE AS APPLICABLE B'fW. CONNECTS TO STR 1 W/LL D.EF9 RTFRS O9' C CONNECTS 0 STR#151 37 L.F. C 15" H.P.O.E. ® . 91% H.P.D.E. 0.51 OR MY w GOit r �I� TO o x POISON ISISN STORM SEWER PROFILE #146 -TE DI -3ED L =8' DI-ERO L =25 690 4l6 TOP = 690.42 146 M TOP = 690.42 615, AD, 696 best 680 OB6 676 6110 6l0 675 NQ O a FUTURE 24' H. H.R.D.E. CONNE TION 4D L.F. 0 15" H.P.D.E. 0.55% it O LONGITUDINAL PERFORATED PIRE I LEE FREE HE PIPE CORRUGATED RE I �o w ARE ¢Ix: as mMAIVIN Wall NT. NON-PERFORATED CUTLET PIPE FOR USE UNDER. CONNERCIAL ENTRANICES HID FOR OUTLETS Him PAN ME PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN GRADED DRAINAGE LAYER) p� IN HOW TOO THEME _ -A SOMEHOW ENRON ROME . MIT ME L mrz a �`� PAVEMENT NON NY M.m a, WAY PIK ON NOTE I ART Mn WAY NAME A Ml MAND MEE7iv Be'I -.-SRB MO GUTTER SECTOR sry w • Aeav � MET L FREE TO (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LATER) NOTES rwrus TO I TU EDGEORNNS N GORE AREAS MOVE INVERT ELEVATION OF ME TO BE OF TOO 5. aff PIKE ME TO AN am CRT 6, OUTILENT ME TO 7. WITHIN WE ANNE BY A COMMEMER ON s¢w�r o ¢rto ce nox rcleanrzOaPrt sw.c TO PAY R US OTHER DRANNAME Al OF WGMW� WITH LIETREARE OF MOW"TE BE 0 THE OWNER 8FWm MELVIN TO N TOM IN FROM Oull � am WON GUITER. o .o rw,rt crxTOP rc ncivseo aPETVnx re[x I- WALL UP NONl MRAno "I "" a <xrtm I IN ATUNTIONS WHAT FULL DEPITH OF ROME= MM-�EU INFORMAL CANNANOT STANDARD PAVEMENT EDGEDRAIN My of TOM Us ,,I MEMBER I.Pm OF n. UArzw OUTLET PROTECTION SPECIFICATIONS 6W BASIN N q CULVERT O P 1 O Y AL 1 IPRAW OUTFLOW 1� JAIN.,gEPXH x-36" W /UNDERC(INf. FF m GTE 54.1 ME 686 APRON LENGTH = 25' BASIN N CULVERT OP LC,Y PTH, OUTFLOW PVH _.42" 3 FF, 0 010 ]3.2 cts 676 APRON LENGTH = 20.5 M STORM SEWER PROFILE 700 STR #125 TO STR #123 DI -3C, L =20' 696 DI -3C L =12' ab zb TOP = 685.81 696 a� 690 6N 6N 666 at 676 FINAL U! $' z �a A CONNECT TO STRN102 8' DI. i$i II 108 LF. OF 24" FEE DJ W/L ' 0 0.87% 40 L.F. OF 15 CCLEAR LOU LED. E.9 50% PE 0 OF EY AT II it 0 0 696 BADE 690 lBb 660 676 10100 10160 a„11a.D0 INES) aaa r�WNUmB DF P�4 670 N FIF CM1nstapM1 No Mulligan S R wisz �r L Ad aaNAL SEAT SOME 1' WE 5P aN a m Im m o m!! Si PUT OFF 11 E CIE IF M C. EE- - -- FIT /� OF /cam n o L o YET ST FT _k UI 4 1111 �a:33 IT Wn I FIT FF `J P. c11 'TT LH IT Io o OF I OF Ol , TYPICAL MANHOLE FRAME & COVER UP 25 EXISTING PAVEMENT I PROPOSED PAVEMENT MOLE EXISTNG SAWGUT THROUGH RFACE COURSE I2^ EXIS ➢NG SURFACE COURSE 2F,: PROPOSED SURFACE COURSE ' CINTERMEDIATE ASPHALT);.! BENCHED PAVEMENT DASE;I°jGpA7A JOINT W /ASPN CAGGR BASE a °G TACK COAT Rl NOTE PROPOSED PAVEMENT MUST iB: IN 191IP EXISTING PAVEMENT PAVEMENT JOINT DETAIL U �8 no DID C^ g �W <-, �aa "FDA U 0 D:w 1D� "Al O s ai J= V] 0 Ow >> WOw V Q OQ OW CIO a?au0i Zia u DAH O v �i W1 0 o� rn `3 _1 I WW ¢¢0` nw �9 2 ¢w BI z Q L a REVISIONS T June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Cammente August 20, 2014 Commerce Oct. 10, 2014 Comments _J DATE 1 January 31, 20141 SCALE 1 50 Horizontal 1 5 Vertical 0 AZZA LU gN Qi J06 W s. JN 0 Y � �U W 00 W� Om w CID Q FILE NUMBER 8053 SHEET t4Of22 STORM SEWER PROFILE #146 -TE DI -3ED L =8' DI-ERO L =25 690 4l6 TOP = 690.42 146 M TOP = 690.42 615, AD, 696 best 680 OB6 676 6110 6l0 675 NQ O a FUTURE 24' H. H.R.D.E. CONNE TION 4D L.F. 0 15" H.P.D.E. 0.55% it O LONGITUDINAL PERFORATED PIRE I LEE FREE HE PIPE CORRUGATED RE I �o w ARE ¢Ix: as mMAIVIN Wall NT. NON-PERFORATED CUTLET PIPE FOR USE UNDER. CONNERCIAL ENTRANICES HID FOR OUTLETS Him PAN ME PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN GRADED DRAINAGE LAYER) p� IN HOW TOO THEME _ -A SOMEHOW ENRON ROME . MIT ME L mrz a �`� PAVEMENT NON NY M.m a, WAY PIK ON NOTE I ART Mn WAY NAME A Ml MAND MEE7iv Be'I -.-SRB MO GUTTER SECTOR sry w • Aeav � MET L FREE TO (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LATER) NOTES rwrus TO I TU EDGEORNNS N GORE AREAS MOVE INVERT ELEVATION OF ME TO BE OF TOO 5. aff PIKE ME TO AN am CRT 6, OUTILENT ME TO 7. WITHIN WE ANNE BY A COMMEMER ON s¢w�r o ¢rto ce nox rcleanrzOaPrt sw.c TO PAY R US OTHER DRANNAME Al OF WGMW� WITH LIETREARE OF MOW"TE BE 0 THE OWNER 8FWm MELVIN TO N TOM IN FROM Oull � am WON GUITER. o .o rw,rt crxTOP rc ncivseo aPETVnx re[x I- WALL UP NONl MRAno "I "" a <xrtm I IN ATUNTIONS WHAT FULL DEPITH OF ROME= MM-�EU INFORMAL CANNANOT STANDARD PAVEMENT EDGEDRAIN My of TOM Us ,,I MEMBER I.Pm OF n. UArzw OUTLET PROTECTION SPECIFICATIONS 6W BASIN N q CULVERT O P 1 O Y AL 1 IPRAW OUTFLOW 1� JAIN.,gEPXH x-36" W /UNDERC(INf. FF m GTE 54.1 ME 686 APRON LENGTH = 25' BASIN N CULVERT OP LC,Y PTH, OUTFLOW PVH _.42" 3 FF, 0 010 ]3.2 cts 676 APRON LENGTH = 20.5 M STORM SEWER PROFILE 700 STR #125 TO STR #123 DI -3C, L =20' 696 DI -3C L =12' ab zb TOP = 685.81 696 a� 690 6N 6N 666 at 676 FINAL U! $' z �a A CONNECT TO STRN102 8' DI. i$i II 108 LF. OF 24" FEE DJ W/L ' 0 0.87% 40 L.F. OF 15 CCLEAR LOU LED. E.9 50% PE 0 OF EY AT II it 0 0 696 BADE 690 lBb 660 676 10100 10160 a„11a.D0 INES) aaa r�WNUmB DF P�4 670 N FIF CM1nstapM1 No Mulligan S R wisz �r L Ad aaNAL SEAT SOME 1' WE 5P aN a m Im m o m!! Si PUT OFF 11 E CIE IF M C. EE- - -- FIT /� OF /cam n o L o YET ST FT _k UI 4 1111 �a:33 IT Wn I FIT FF `J P. c11 'TT LH IT Io o OF I OF Ol , TYPICAL MANHOLE FRAME & COVER UP 25 EXISTING PAVEMENT I PROPOSED PAVEMENT MOLE EXISTNG SAWGUT THROUGH RFACE COURSE I2^ EXIS ➢NG SURFACE COURSE 2F,: PROPOSED SURFACE COURSE ' CINTERMEDIATE ASPHALT);.! BENCHED PAVEMENT DASE;I°jGpA7A JOINT W /ASPN CAGGR BASE a °G TACK COAT Rl NOTE PROPOSED PAVEMENT MUST iB: IN 191IP EXISTING PAVEMENT PAVEMENT JOINT DETAIL U �8 no DID C^ g �W <-, �aa "FDA U 0 D:w 1D� "Al O s ai J= V] 0 Ow >> WOw V Q OQ OW CIO a?au0i Zia u DAH O v �i W1 0 o� rn `3 _1 I WW ¢¢0` nw �9 2 ¢w BI z Q L a REVISIONS T June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Cammente August 20, 2014 Commerce Oct. 10, 2014 Comments _J DATE 1 January 31, 20141 SCALE 1 50 Horizontal 1 5 Vertical 0 AZZA LU gN Qi J06 W s. JN 0 Y � �U W 00 W� Om w CID Q FILE NUMBER 8053 SHEET t4Of22 LONGITUDINAL PERFORATED PIRE I LEE FREE HE PIPE CORRUGATED RE I �o w ARE ¢Ix: as mMAIVIN Wall NT. NON-PERFORATED CUTLET PIPE FOR USE UNDER. CONNERCIAL ENTRANICES HID FOR OUTLETS Him PAN ME PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN GRADED DRAINAGE LAYER) p� IN HOW TOO THEME _ -A SOMEHOW ENRON ROME . MIT ME L mrz a �`� PAVEMENT NON NY M.m a, WAY PIK ON NOTE I ART Mn WAY NAME A Ml MAND MEE7iv Be'I -.-SRB MO GUTTER SECTOR sry w • Aeav � MET L FREE TO (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LATER) NOTES rwrus TO I TU EDGEORNNS N GORE AREAS MOVE INVERT ELEVATION OF ME TO BE OF TOO 5. aff PIKE ME TO AN am CRT 6, OUTILENT ME TO 7. WITHIN WE ANNE BY A COMMEMER ON s¢w�r o ¢rto ce nox rcleanrzOaPrt sw.c TO PAY R US OTHER DRANNAME Al OF WGMW� WITH LIETREARE OF MOW"TE BE 0 THE OWNER 8FWm MELVIN TO N TOM IN FROM Oull � am WON GUITER. o .o rw,rt crxTOP rc ncivseo aPETVnx re[x I- WALL UP NONl MRAno "I "" a <xrtm I IN ATUNTIONS WHAT FULL DEPITH OF ROME= MM-�EU INFORMAL CANNANOT STANDARD PAVEMENT EDGEDRAIN My of TOM Us ,,I MEMBER I.Pm OF n. UArzw OUTLET PROTECTION SPECIFICATIONS 6W BASIN N q CULVERT O P 1 O Y AL 1 IPRAW OUTFLOW 1� JAIN.,gEPXH x-36" W /UNDERC(INf. FF m GTE 54.1 ME 686 APRON LENGTH = 25' BASIN N CULVERT OP LC,Y PTH, OUTFLOW PVH _.42" 3 FF, 0 010 ]3.2 cts 676 APRON LENGTH = 20.5 M STORM SEWER PROFILE 700 STR #125 TO STR #123 DI -3C, L =20' 696 DI -3C L =12' ab zb TOP = 685.81 696 a� 690 6N 6N 666 at 676 FINAL U! $' z �a A CONNECT TO STRN102 8' DI. i$i II 108 LF. OF 24" FEE DJ W/L ' 0 0.87% 40 L.F. OF 15 CCLEAR LOU LED. E.9 50% PE 0 OF EY AT II it 0 0 696 BADE 690 lBb 660 676 10100 10160 a„11a.D0 INES) aaa r�WNUmB DF P�4 670 N FIF CM1nstapM1 No Mulligan S R wisz �r L Ad aaNAL SEAT SOME 1' WE 5P aN a m Im m o m!! Si PUT OFF 11 E CIE IF M C. EE- - -- FIT /� OF /cam n o L o YET ST FT _k UI 4 1111 �a:33 IT Wn I FIT FF `J P. c11 'TT LH IT Io o OF I OF Ol , TYPICAL MANHOLE FRAME & COVER UP 25 EXISTING PAVEMENT I PROPOSED PAVEMENT MOLE EXISTNG SAWGUT THROUGH RFACE COURSE I2^ EXIS ➢NG SURFACE COURSE 2F,: PROPOSED SURFACE COURSE ' CINTERMEDIATE ASPHALT);.! BENCHED PAVEMENT DASE;I°jGpA7A JOINT W /ASPN CAGGR BASE a °G TACK COAT Rl NOTE PROPOSED PAVEMENT MUST iB: IN 191IP EXISTING PAVEMENT PAVEMENT JOINT DETAIL U �8 no DID C^ g �W <-, �aa "FDA U 0 D:w 1D� "Al O s ai J= V] 0 Ow >> WOw V Q OQ OW CIO a?au0i Zia u DAH O v �i W1 0 o� rn `3 _1 I WW ¢¢0` nw �9 2 ¢w BI z Q L a REVISIONS T June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Cammente August 20, 2014 Commerce Oct. 10, 2014 Comments _J DATE 1 January 31, 20141 SCALE 1 50 Horizontal 1 5 Vertical 0 AZZA LU gN Qi J06 W s. JN 0 Y � �U W 00 W� Om w CID Q FILE NUMBER 8053 SHEET t4Of22 Him PAN ME PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN GRADED DRAINAGE LAYER) p� IN HOW TOO THEME _ -A SOMEHOW ENRON ROME . MIT ME L mrz a �`� PAVEMENT NON NY M.m a, WAY PIK ON NOTE I ART Mn WAY NAME A Ml MAND MEE7iv Be'I -.-SRB MO GUTTER SECTOR sry w • Aeav � MET L FREE TO (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LATER) NOTES rwrus TO I TU EDGEORNNS N GORE AREAS MOVE INVERT ELEVATION OF ME TO BE OF TOO 5. aff PIKE ME TO AN am CRT 6, OUTILENT ME TO 7. WITHIN WE ANNE BY A COMMEMER ON s¢w�r o ¢rto ce nox rcleanrzOaPrt sw.c TO PAY R US OTHER DRANNAME Al OF WGMW� WITH LIETREARE OF MOW"TE BE 0 THE OWNER 8FWm MELVIN TO N TOM IN FROM Oull � am WON GUITER. o .o rw,rt crxTOP rc ncivseo aPETVnx re[x I- WALL UP NONl MRAno "I "" a <xrtm I IN ATUNTIONS WHAT FULL DEPITH OF ROME= MM-�EU INFORMAL CANNANOT STANDARD PAVEMENT EDGEDRAIN My of TOM Us ,,I MEMBER I.Pm OF n. UArzw OUTLET PROTECTION SPECIFICATIONS 6W BASIN N q CULVERT O P 1 O Y AL 1 IPRAW OUTFLOW 1� JAIN.,gEPXH x-36" W /UNDERC(INf. FF m GTE 54.1 ME 686 APRON LENGTH = 25' BASIN N CULVERT OP LC,Y PTH, OUTFLOW PVH _.42" 3 FF, 0 010 ]3.2 cts 676 APRON LENGTH = 20.5 M STORM SEWER PROFILE 700 STR #125 TO STR #123 DI -3C, L =20' 696 DI -3C L =12' ab zb TOP = 685.81 696 a� 690 6N 6N 666 at 676 FINAL U! $' z �a A CONNECT TO STRN102 8' DI. i$i II 108 LF. OF 24" FEE DJ W/L ' 0 0.87% 40 L.F. OF 15 CCLEAR LOU LED. E.9 50% PE 0 OF EY AT II it 0 0 696 BADE 690 lBb 660 676 10100 10160 a„11a.D0 INES) aaa r�WNUmB DF P�4 670 N FIF CM1nstapM1 No Mulligan S R wisz �r L Ad aaNAL SEAT SOME 1' WE 5P aN a m Im m o m!! Si PUT OFF 11 E CIE IF M C. EE- - -- FIT /� OF /cam n o L o YET ST FT _k UI 4 1111 �a:33 IT Wn I FIT FF `J P. c11 'TT LH IT Io o OF I OF Ol , TYPICAL MANHOLE FRAME & COVER UP 25 EXISTING PAVEMENT I PROPOSED PAVEMENT MOLE EXISTNG SAWGUT THROUGH RFACE COURSE I2^ EXIS ➢NG SURFACE COURSE 2F,: PROPOSED SURFACE COURSE ' CINTERMEDIATE ASPHALT);.! BENCHED PAVEMENT DASE;I°jGpA7A JOINT W /ASPN CAGGR BASE a °G TACK COAT Rl NOTE PROPOSED PAVEMENT MUST iB: IN 191IP EXISTING PAVEMENT PAVEMENT JOINT DETAIL U �8 no DID C^ g �W <-, �aa "FDA U 0 D:w 1D� "Al O s ai J= V] 0 Ow >> WOw V Q OQ OW CIO a?au0i Zia u DAH O v �i W1 0 o� rn `3 _1 I WW ¢¢0` nw �9 2 ¢w BI z Q L a REVISIONS T June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Cammente August 20, 2014 Commerce Oct. 10, 2014 Comments _J DATE 1 January 31, 20141 SCALE 1 50 Horizontal 1 5 Vertical 0 AZZA LU gN Qi J06 W s. JN 0 Y � �U W 00 W� Om w CID Q FILE NUMBER 8053 SHEET t4Of22 PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN GRADED DRAINAGE LAYER) p� IN HOW TOO THEME _ -A SOMEHOW ENRON ROME . MIT ME L mrz a �`� PAVEMENT NON NY M.m a, WAY PIK ON NOTE I ART Mn WAY NAME A Ml MAND MEE7iv Be'I -.-SRB MO GUTTER SECTOR sry w • Aeav � MET L FREE TO (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LATER) NOTES rwrus TO I TU EDGEORNNS N GORE AREAS MOVE INVERT ELEVATION OF ME TO BE OF TOO 5. aff PIKE ME TO AN am CRT 6, OUTILENT ME TO 7. WITHIN WE ANNE BY A COMMEMER ON s¢w�r o ¢rto ce nox rcleanrzOaPrt sw.c TO PAY R US OTHER DRANNAME Al OF WGMW� WITH LIETREARE OF MOW"TE BE 0 THE OWNER 8FWm MELVIN TO N TOM IN FROM Oull � am WON GUITER. o .o rw,rt crxTOP rc ncivseo aPETVnx re[x I- WALL UP NONl MRAno "I "" a <xrtm I IN ATUNTIONS WHAT FULL DEPITH OF ROME= MM-�EU INFORMAL CANNANOT STANDARD PAVEMENT EDGEDRAIN My of TOM Us ,,I MEMBER I.Pm OF n. UArzw OUTLET PROTECTION SPECIFICATIONS 6W BASIN N q CULVERT O P 1 O Y AL 1 IPRAW OUTFLOW 1� JAIN.,gEPXH x-36" W /UNDERC(INf. FF m GTE 54.1 ME 686 APRON LENGTH = 25' BASIN N CULVERT OP LC,Y PTH, OUTFLOW PVH _.42" 3 FF, 0 010 ]3.2 cts 676 APRON LENGTH = 20.5 M STORM SEWER PROFILE 700 STR #125 TO STR #123 DI -3C, L =20' 696 DI -3C L =12' ab zb TOP = 685.81 696 a� 690 6N 6N 666 at 676 FINAL U! $' z �a A CONNECT TO STRN102 8' DI. i$i II 108 LF. OF 24" FEE DJ W/L ' 0 0.87% 40 L.F. OF 15 CCLEAR LOU LED. E.9 50% PE 0 OF EY AT II it 0 0 696 BADE 690 lBb 660 676 10100 10160 a„11a.D0 INES) aaa r�WNUmB DF P�4 670 N FIF CM1nstapM1 No Mulligan S R wisz �r L Ad aaNAL SEAT SOME 1' WE 5P aN a m Im m o m!! Si PUT OFF 11 E CIE IF M C. EE- - -- FIT /� OF /cam n o L o YET ST FT _k UI 4 1111 �a:33 IT Wn I FIT FF `J P. c11 'TT LH IT Io o OF I OF Ol , TYPICAL MANHOLE FRAME & COVER UP 25 EXISTING PAVEMENT I PROPOSED PAVEMENT MOLE EXISTNG SAWGUT THROUGH RFACE COURSE I2^ EXIS ➢NG SURFACE COURSE 2F,: PROPOSED SURFACE COURSE ' CINTERMEDIATE ASPHALT);.! BENCHED PAVEMENT DASE;I°jGpA7A JOINT W /ASPN CAGGR BASE a °G TACK COAT Rl NOTE PROPOSED PAVEMENT MUST iB: IN 191IP EXISTING PAVEMENT PAVEMENT JOINT DETAIL U �8 no DID C^ g �W <-, �aa "FDA U 0 D:w 1D� "Al O s ai J= V] 0 Ow >> WOw V Q OQ OW CIO a?au0i Zia u DAH O v �i W1 0 o� rn `3 _1 I WW ¢¢0` nw �9 2 ¢w BI z Q L a REVISIONS T June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Cammente August 20, 2014 Commerce Oct. 10, 2014 Comments _J DATE 1 January 31, 20141 SCALE 1 50 Horizontal 1 5 Vertical 0 AZZA LU gN Qi J06 W s. JN 0 Y � �U W 00 W� Om w CID Q FILE NUMBER 8053 SHEET t4Of22 OUTLET PROTECTION SPECIFICATIONS 6W BASIN N q CULVERT O P 1 O Y AL 1 IPRAW OUTFLOW 1� JAIN.,gEPXH x-36" W /UNDERC(INf. FF m GTE 54.1 ME 686 APRON LENGTH = 25' BASIN N CULVERT OP LC,Y PTH, OUTFLOW PVH _.42" 3 FF, 0 010 ]3.2 cts 676 APRON LENGTH = 20.5 M STORM SEWER PROFILE 700 STR #125 TO STR #123 DI -3C, L =20' 696 DI -3C L =12' ab zb TOP = 685.81 696 a� 690 6N 6N 666 at 676 FINAL U! $' z �a A CONNECT TO STRN102 8' DI. i$i II 108 LF. OF 24" FEE DJ W/L ' 0 0.87% 40 L.F. OF 15 CCLEAR LOU LED. E.9 50% PE 0 OF EY AT II it 0 0 696 BADE 690 lBb 660 676 10100 10160 a„11a.D0 INES) aaa r�WNUmB DF P�4 670 N FIF CM1nstapM1 No Mulligan S R wisz �r L Ad aaNAL SEAT SOME 1' WE 5P aN a m Im m o m!! Si PUT OFF 11 E CIE IF M C. EE- - -- FIT /� OF /cam n o L o YET ST FT _k UI 4 1111 �a:33 IT Wn I FIT FF `J P. c11 'TT LH IT Io o OF I OF Ol , TYPICAL MANHOLE FRAME & COVER UP 25 EXISTING PAVEMENT I PROPOSED PAVEMENT MOLE EXISTNG SAWGUT THROUGH RFACE COURSE I2^ EXIS ➢NG SURFACE COURSE 2F,: PROPOSED SURFACE COURSE ' CINTERMEDIATE ASPHALT);.! BENCHED PAVEMENT DASE;I°jGpA7A JOINT W /ASPN CAGGR BASE a °G TACK COAT Rl NOTE PROPOSED PAVEMENT MUST iB: IN 191IP EXISTING PAVEMENT PAVEMENT JOINT DETAIL U �8 no DID C^ g �W <-, �aa "FDA U 0 D:w 1D� "Al O s ai J= V] 0 Ow >> WOw V Q OQ OW CIO a?au0i Zia u DAH O v �i W1 0 o� rn `3 _1 I WW ¢¢0` nw �9 2 ¢w BI z Q L a REVISIONS T June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Cammente August 20, 2014 Commerce Oct. 10, 2014 Comments _J DATE 1 January 31, 20141 SCALE 1 50 Horizontal 1 5 Vertical 0 AZZA LU gN Qi J06 W s. JN 0 Y � �U W 00 W� Om w CID Q FILE NUMBER 8053 SHEET t4Of22 FINAL U! $' z �a A CONNECT TO STRN102 8' DI. i$i II 108 LF. OF 24" FEE DJ W/L ' 0 0.87% 40 L.F. OF 15 CCLEAR LOU LED. E.9 50% PE 0 OF EY AT II it 0 0 696 BADE 690 lBb 660 676 10100 10160 a„11a.D0 INES) aaa r�WNUmB DF P�4 670 N FIF CM1nstapM1 No Mulligan S R wisz �r L Ad aaNAL SEAT SOME 1' WE 5P aN a m Im m o m!! Si PUT OFF 11 E CIE IF M C. EE- - -- FIT /� OF /cam n o L o YET ST FT _k UI 4 1111 �a:33 IT Wn I FIT FF `J P. c11 'TT LH IT Io o OF I OF Ol , TYPICAL MANHOLE FRAME & COVER UP 25 EXISTING PAVEMENT I PROPOSED PAVEMENT MOLE EXISTNG SAWGUT THROUGH RFACE COURSE I2^ EXIS ➢NG SURFACE COURSE 2F,: PROPOSED SURFACE COURSE ' CINTERMEDIATE ASPHALT);.! BENCHED PAVEMENT DASE;I°jGpA7A JOINT W /ASPN CAGGR BASE a °G TACK COAT Rl NOTE PROPOSED PAVEMENT MUST iB: IN 191IP EXISTING PAVEMENT PAVEMENT JOINT DETAIL U �8 no DID C^ g �W <-, �aa "FDA U 0 D:w 1D� "Al O s ai J= V] 0 Ow >> WOw V Q OQ OW CIO a?au0i Zia u DAH O v �i W1 0 o� rn `3 _1 I WW ¢¢0` nw �9 2 ¢w BI z Q L a REVISIONS T June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Cammente August 20, 2014 Commerce Oct. 10, 2014 Comments _J DATE 1 January 31, 20141 SCALE 1 50 Horizontal 1 5 Vertical 0 AZZA LU gN Qi J06 W s. JN 0 Y � �U W 00 W� Om w CID Q FILE NUMBER 8053 SHEET t4Of22 696 BADE 690 lBb 660 676 10100 10160 a„11a.D0 INES) aaa r�WNUmB DF P�4 670 N FIF CM1nstapM1 No Mulligan S R wisz �r L Ad aaNAL SEAT SOME 1' WE 5P aN a m Im m o m!! Si PUT OFF 11 E CIE IF M C. EE- - -- FIT /� OF /cam n o L o YET ST FT _k UI 4 1111 �a:33 IT Wn I FIT FF `J P. c11 'TT LH IT Io o OF I OF Ol , TYPICAL MANHOLE FRAME & COVER UP 25 EXISTING PAVEMENT I PROPOSED PAVEMENT MOLE EXISTNG SAWGUT THROUGH RFACE COURSE I2^ EXIS ➢NG SURFACE COURSE 2F,: PROPOSED SURFACE COURSE ' CINTERMEDIATE ASPHALT);.! BENCHED PAVEMENT DASE;I°jGpA7A JOINT W /ASPN CAGGR BASE a °G TACK COAT Rl NOTE PROPOSED PAVEMENT MUST iB: IN 191IP EXISTING PAVEMENT PAVEMENT JOINT DETAIL U �8 no DID C^ g �W <-, �aa "FDA U 0 D:w 1D� "Al O s ai J= V] 0 Ow >> WOw V Q OQ OW CIO a?au0i Zia u DAH O v �i W1 0 o� rn `3 _1 I WW ¢¢0` nw �9 2 ¢w BI z Q L a REVISIONS T June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Cammente August 20, 2014 Commerce Oct. 10, 2014 Comments _J DATE 1 January 31, 20141 SCALE 1 50 Horizontal 1 5 Vertical 0 AZZA LU gN Qi J06 W s. JN 0 Y � �U W 00 W� Om w CID Q FILE NUMBER 8053 SHEET t4Of22 NOTE PROPOSED PAVEMENT MUST iB: IN 191IP EXISTING PAVEMENT PAVEMENT JOINT DETAIL U �8 no DID C^ g �W <-, �aa "FDA U 0 D:w 1D� "Al O s ai J= V] 0 Ow >> WOw V Q OQ OW CIO a?au0i Zia u DAH O v �i W1 0 o� rn `3 _1 I WW ¢¢0` nw �9 2 ¢w BI z Q L a REVISIONS T June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Cammente August 20, 2014 Commerce Oct. 10, 2014 Comments _J DATE 1 January 31, 20141 SCALE 1 50 Horizontal 1 5 Vertical 0 AZZA LU gN Qi J06 W s. JN 0 Y � �U W 00 W� Om w CID Q FILE NUMBER 8053 SHEET t4Of22 SEWER SERVICE LATERAL CONNECTION NOTES : DEC reE£ 1. MAN A SEMER SERVICE LATERAL CONNECTS 10 A MANI VOL ANT NO INAURU EIEVATW FOR THE ARGUES LAIFRAL IS FINISHED GROUND 1� INDICATED THE TOP ELEVATION BM -25.0 PIPE SHALL DRAT LEAST HIGHER THAN ME � TOP Lc &ELEVATOR OF 1XE TIE LOWEST PIPE CONNECIE➢ 2' MIN June 06, 2014 TO A Oxf PER COUNTY 2 FEWER LATERALS TAPPED INTO - E%ISTNG SE'MN MAIN ASHLAR AVENUE CLOW MEDALLION MLLE THREADS YMICH IS SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED PVC SLEEK i BY'Y4TT.CR AN REPROVED EWAL BRAES NIPPLE AND LAP BRASS NIP SIZE BRANCH AND 3. MINIMUM MADE FOR SEWER SERVICE CONNECTION WILL SALT O24 BE 2%(1 /4'PER FOOT ) TREATED THE SAME s 4 LL sEMER UIERLS SHALL NAME A MINIMUM 2 4 46 DIAMETER OF f. MARKER ALK WATER MAIN Z ALL FEWER LATERALS SHALL HAYS A THgV51 BLOCK 225 MINIMUM COMER OF 3 FEET I 1 PLUG END of LJ ON T SECTION SERVICE LATERAL asn'o' R Irvlry uNE -1EE� . PLAN R VARIES SEWER SERVICE LATERAL CONNECTION FIG T S -2 N. .S. 11 TD -6 Iz 3000 PSI LONG BASE BENCH SLOPED TO FLOW CHANNEL 1/4" , 1' MIN I� BRANCH -� 2" NOTE: ABLE CONNECTION ALL CONNECTIONS TO H STAINLESS STEEL EXISTING MANHOLES SHALL ND BE CORED AND A FLEXIBLE F CONNECTION' BOOT" INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN TUTS FIG. S -I -B TD -2 zh FOR ALL BENDS MDw NEEDED To ACCOMMODATE ANCHOR IF REWIRED. �V : �. n"eED .. ^ PLUG PIPE DEC reE£ EN MEESIONS D D(E VOL C THREADED COUPLING SIZE BM -25.0 Tl VARIES OVER PVC HIPPO AND CAP June 06, 2014 BE PER COUNTY OYIPUNCN ARR ANY ASHLAR AVENUE CLOW MEDALLION MLLE THREADS YMICH IS VARIES PVC SLEEK i 4" BRAES NIPPLE AND LAP BRASS NIP SIZE BRANCH AND � VALVE BOX 101 O24 PLACE 5 GOV. - WILINESS ^ POST PAINTED WERICATE ALL THREADS THE SAME s k or 46 BOB 225 ALK WATER MAIN ( 1q' "'1'v'" p W M.J. THgV51 BLOCK 225 I30 015 1 l4� 'L PLUG 1E0 00 2 METER BOX (CUP FIG. W-Z) TO HIGHWAY DEPARTMENT APPROVAL VALID BO% f�'pq 32' 24' N0. 9 STONE 1,50 200 ALL FITTING 010 FOR OFF AT ATTACHED ONCE No DO') x�: uiry 90 366 2 PRE SLOPED 31 INITIAL BACKFlLL FINISHED MADE O DRAIN IF NOR ➢AL u1U IARICAII 43 2.66 366 177 2^ GALV. OR GRADE ALLOWS WATER MAIN ROD VALVE VARIES VARIES BRASS PIPE 186 0 TEE 18' BOX SO w 0.32 PLUG 2" THREADED TAP 16 ON -LINE CIS DEAD END LLd 'IIDNR (TYPE "B ") US (T)NEE "A ") 3,42 083 TYPICAL BLOW -OFF ASSEMBLY WE REMOVE loN A 1SM 45 333 153 2.95 0.43 CDC FAM 2.83 0.52 22 1/2 PFUE CA A , PP FOR ALL BENDS MDw NEEDED To ACCOMMODATE ANCHOR IF REWIRED. �V : �. n"eED .. ^ PLUG PIPE DEC reE£ EN MEESIONS D D(E VOL C VAL SIZE BM -25.0 Tl CUro, OVER CHOSE, June 06, 2014 BE PER COUNTY OYIPUNCN ARR ANY ASHLAR AVENUE CLOW MEDALLION MLLE THREADS YMICH IS L N i 4" 90D 201 2.50 101 O24 PLACE 5 GOV. - WILINESS ^ POST PAINTED Commem k or 46 BOB 225 2.60 0.15 p,OD 225 I30 015 DIRECTED. MARKER LOCATION MAY BE SUBJECT 11/2 1E0 00 2 TO HIGHWAY DEPARTMENT APPROVAL 10 +00 - 17 +58 ONSIDE f�'pq 32' 24' /4 1,50 200 2 50 010 FOR OFF AT ATTACHED ONCE No DO') x�: uiry 90 366 316 31 INITIAL BACKFlLL FINISHED MADE SHEET NOR ➢AL u1U IARICAII 43 2.66 366 177 RICK -1'x/5 MY RS ANNA 6 uiu... 186 2,16 18' BOX SO w 0.32 11 1//4 16 267 CIS LLd 'IIDNR US ANNA SIDE 3,42 083 WE REMOVE loN A 1SM 45 333 153 2.95 0.43 CDC FAM 2.83 0.52 22 1/2 MEN COMPACT THE SOIL OR PROVIDE A 4' BEDDING OF CA A , PP VALVE yse s1oNE. 111/4 ? 63 OUP PROVER 1. TRUST BLOCKS ARE REQUIRED WHENEVER ME PIPELINE : CHANGES DIREC00N. CHANGES SIZE. DEAD ADDS AND AT VALVES. 2, USE 25W Pal, CONCRETE 3. NO CONCRETE SHALL BE POURED ON ANY PANT OF THE JOINT, 4 WE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VEWFY WE ME A SPf N ALL MALAY BLOCKS. CONCRETE THRUST BLOCKS flG NO GENERAL WATER & SEWER CONDITIONS FmD,Nrr oB 2013 I. WORK SHALL BE SUGGEST TO INS°ECTCN BY ALBEMARFF COUNTY RESOURCE MORONITY /FORAIINNERCTQ25 ME CMMENCTUR 'ML BE ESPIXI9BIE FOR NOTFANG THE PRODER SERVICE AUTPNTY CiINALS AT THE START OF ME MORK. 2, ME LOCALAGN BE SHORN ON ME SEARS RAND WHERE SHORN ARE ONLAY APPROXIMATELY CORRECT. A MEPROGRIRACRW SHALL ON ITS 00 INITATK LOCATE ALL UNDERGROUND TINES AND STRUCTURES AS NECESSARY S ALL MATERIALS AND CONSTRUCTION SHALL COMPLY MM ME CURRENT EDITION OF ME CBNERAL WATER AND SEVER CCMSMUSOTOW SPECIFICATIONS AS ADDRESSES BY ME ALBEMARLE BARRY SERNCE AUMORIIY. 4. OANM FOR ALL ELECTIONS SHOW IN NATIONAL OPERETTA STAMPS S ME CONTRACTOR SHALL BE RESPONSIBLE FOR NORMAN "MISS UPUTY O- 800 - 552- 700I), FULL WATER U PIPE OBEY AND ME ISHALL INCLUDED ALL FIE HYDRANT COVER SASUal LATE AI M AND WATER PINES. GAS ALL WATER AND SEARS APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADEAE DITCHES R FUTURE WALKER REASON) UNES ON E ME NE. BE ROODEO ID PRONE FIRESTONE RESTRAINT FDA TIE VAl DURING 9. MELS ARE NOT PERMITTED IN ME ASIA EASEMENT. 10 ME CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY KIM ME NO UGAO REGULAUCK REWROING BRASS FITTINGS. GENCIEW JANUARY 04, MI4(SLNAOE BILL JBZA WHICH MWIFlES ME SAFE DRINKING WATER ACT). RI CLOISSITICA2I0N SCHEDULE lin; OF 32 PRIVATE TYPICAL SECTION TYPICAL SECTION HAZEL GROVE LANE BELGROVE STREET UPS NT.S ROAD NAME STATION FRED PAVEMENT WIDTH (A) NOTE: HYDRANT MUST BE CLASSCRCAPON SM -9.5 BM -25.0 218 NERW /x, MARL KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTE - June 06, 2014 PER COUNTY OYIPUNCN ARR ANY ASHLAR AVENUE CLOW MEDALLION MLLE THREADS YMICH IS 2,000 32 1 -1 /2" 4" 8" COLLECTOR M &H MODEL 129 THE LOCAL STANUARD 10 +00 - 14 +62 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL PLACE 5 GOV. - WILINESS ^ POST PAINTED Commem OR APPROVED EQUAL GOLF VIEW DRIVE 17 +54 - 21 +19 BLUE TO INDICATE VALVE LOCATION AS 32' C January 31, 2014 LErvcT OF BRANCH vNft1Es Scale BIRCHIN COURT, DR., PA LN. DIRECTED. MARKER LOCATION MAY BE SUBJECT 150 �` ,f TO' MIN TO HIGHWAY DEPARTMENT APPROVAL 10 +00 - 17 +58 ONSIDE f�'pq 32' 24' 2' TO 10' `- DO JJ N Om Q FOR OFF AT ATTACHED ONCE No DO') x�: uiry EARLY FAM 8053 INITIAL BACKFlLL FINISHED MADE SHEET NOR ➢AL u1U IARICAII -1'x/5 MY RS ANNA uiu... 18' BOX SO w — Go xeATEO ONE p6B sroHE K= LLd 'IIDNR . s3geLL mL ROCK WE REMOVE _ -= ADJUSTABLE VALVE BOX W/ LID DUAL SERVICE sip1EEPTO HSURETWE PIPE DOEM T REST ON ROCK AND -= DINGUAM k TAYLOR FRG rva 4905 (SCREW TOE) OR APPROVED EQUAL 6° GATE 36 MIN MEN COMPACT THE SOIL OR PROVIDE A 4' BEDDING OF CA A , PP VALVE yse s1oNE. OUP PROVER ROSS FOR USE ON SERVED I ONCE 1V SIX mPPEe SCONAGE RFl AN INFRACTOR FOUNDATION IN POOR SOIL UNDER -CUT CONDITION TED sxA . 2500 P5.1. cOxwETE O BASE AND THRUST rr BLOCK AGAINST II UNDISTURBED STABLE 9^ x 6 36 M.J. GATE VALVE SINGLE SERVICE SOIL hE Li WHAT BACKFILL IF STEEL PILE �LIN solL ARM CANT 9E USED W PVC PIPE WHEN THE CARL IS DISTURBED OR YMEN 3/4 THREADED RODS TO g5 y ry MO BT�wE STtlXE T AS'1 m A HYDRANT IS LOCATED IN A FILL. ANCHOR MAIN IN ALL INSTAL TONS. Aj y WE VALVE TO THE HYDRANT WIT 2 -3/4" RODS SHALL BE GALVANIZED Fr /ABLE STABLE _ TW9tM L�1� - TREADED RODS IN ADDITION TO POURING OR ASPHALT COATED SOL OR NOUN ml L OR ROCK WgRR LINE - - MX CONCRETE. IF NECESSARY. A STEEL PILE LL _ 1/4 BLIND CW ( W ) AREAS SHALL BE USED As ADDITIONAL SUPPORT p puq NO (.q _ L CURRENCIES LGID1[l)�I NOTE a D NO LoaAR NO THEREOF ((`5 ) I n'NE) NOTE 1.N0 ROCKS SHALL BE ALLOWED WITHIN 24" OF WE WATER LINES . 2500 PSI 0 LOS OF _ R uPNOVF➢ EWA {Z��) 1. SURROUND WEEP HOLDS WIT GRAVEL AND KEEP MEE OF CONCRETE. 2.N0 ROCKS LARGER TAN fi" IN WJY DIMENSION SMALL BE ALLOWED CONCRETE 2'N 2' BEARINGAREA. RB w 11 GR UAL _ _ 2. MAINTAIN A 3' MIN. COVER FROM WE MAIN TO PRE FAR HYDRANT ABOVE WE INmAL BACKFlLL. THRUST BLOCK a NEAR ( INCLUDING DITCHES ) 1THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 6 3. FINISHED GRADE SHALL ROPE AWAY FROM THE FIRE HYDRANT AND 4. ORGANIC OR FROZEN MARFAIAL OR DEBRIS SHALL BE ALLOWED " VALVE BOX. IN E ° DRALN UA 4. THE GATE VALVE IN SHOULDER OR BEHIND THE DITCH, B L H L SHALL S. BELL HOLES SHALL BE DOG OUT IN ALL CASES. ° ° BANKS cCPFwnnm SNP tR' 6EDOW0 xELF55MY n IS NOT ALLOWED IN 1BE DITCH. IL AT LOCATIONS WHERE WEEP 5. FIRE HYDRANTS SHALL BE INSTALLED E MORE : REM ORE AREAS, VALVE BODES SHALL FORJ� NOCTAL qt PREVAILING GROUNDWATER ELEVATION. IF HOLES PRE ABOVE THE PREVAILING EXTEND SIX (5) INCHES ABOVE GLADE E APNU` Nu OCTAL HOLES SHALL BE E ST HOS ED TO BE w NET AREAS. THE DUCTILE IRON WATER TYPICAL SERVICE PLUGGED HYDRANT E PUMPED BHYDRANT TYPICAL GATE VALVE LATERAL INSTALLATION FIRSHALL 7YPICAL E PIPE INSTALLATION & BEDDING ASSEMBLY DETAIL HIS TUTS NIS A BG -s FTC. of nooe0 FEB. 16, 2005 FTC, w -4 rv.TS. FIG, W - GENERAL WATER & SEWER CONDITIONS FmD,Nrr oB 2013 I. WORK SHALL BE SUGGEST TO INS°ECTCN BY ALBEMARFF COUNTY RESOURCE MORONITY /FORAIINNERCTQ25 ME CMMENCTUR 'ML BE ESPIXI9BIE FOR NOTFANG THE PRODER SERVICE AUTPNTY CiINALS AT THE START OF ME MORK. 2, ME LOCALAGN BE SHORN ON ME SEARS RAND WHERE SHORN ARE ONLAY APPROXIMATELY CORRECT. A MEPROGRIRACRW SHALL ON ITS 00 INITATK LOCATE ALL UNDERGROUND TINES AND STRUCTURES AS NECESSARY S ALL MATERIALS AND CONSTRUCTION SHALL COMPLY MM ME CURRENT EDITION OF ME CBNERAL WATER AND SEVER CCMSMUSOTOW SPECIFICATIONS AS ADDRESSES BY ME ALBEMARLE BARRY SERNCE AUMORIIY. 4. OANM FOR ALL ELECTIONS SHOW IN NATIONAL OPERETTA STAMPS S ME CONTRACTOR SHALL BE RESPONSIBLE FOR NORMAN "MISS UPUTY O- 800 - 552- 700I), FULL WATER U PIPE OBEY AND ME ISHALL INCLUDED ALL FIE HYDRANT COVER SASUal LATE AI M AND WATER PINES. GAS ALL WATER AND SEARS APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADEAE DITCHES R FUTURE WALKER REASON) UNES ON E ME NE. BE ROODEO ID PRONE FIRESTONE RESTRAINT FDA TIE VAl DURING 9. MELS ARE NOT PERMITTED IN ME ASIA EASEMENT. 10 ME CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY KIM ME NO UGAO REGULAUCK REWROING BRASS FITTINGS. GENCIEW JANUARY 04, MI4(SLNAOE BILL JBZA WHICH MWIFlES ME SAFE DRINKING WATER ACT). RI CLOISSITICA2I0N SCHEDULE lin; OF 32 PRIVATE TYPICAL SECTION TYPICAL SECTION HAZEL GROVE LANE BELGROVE STREET UPS NT.S ROAD NAME STATION FRED PAVEMENT WIDTH (A) PAVEMENT THICKNESS CLASSCRCAPON SM -9.5 BM -25.0 218 REVISIONS 1 June 06, 2014 PER COUNTY ASHLAR AVENUE 10 +00 - iJ +77 2,000 32 1 -1 /2" 4" 8" COLLECTOR BELGROVE STREET 10 +00 - 14 +62 300 26' Commem GOLF VIEW DRIVE 17 +54 - 21 +19 320 32' DATE January 31, 2014 Scale BIRCHIN COURT, DR., PA LN. ONSITE 150 15' ADDLE HILL ROAD HAZEL GROVE LANE 10 +00 - 17 +58 ONSIDE 150 120 32' 24' LU/U V �N W= J 06 p BE Z J N I. € O Y Zg DO JJ N Om Q TYPICAL SECTION BIRCHIN COURT, BIRCHIN DRIVE, & BIRCHIN LANE PUTS. NOTE: MICL SECTIONS VARIES SEE COMING PLAN FOR ROADWAY GRADES AND SPOT SHOTE TYPICAL SECTION ADDLE HILL ROAD, ASHLAR AVENUE, & GOLF VIEW DRIVE � N 0 LU LU U_ COX V] 2 2 Q ED WZ Oh E� 20 (1 UorcwBE Q 2 0U LL Ln 3 ¢z GE 2 Ox' Wwm did Q O Q o CJ CO J Z O N W 0 2� LU Op (� Q N� O° N WO o -Et NO LL? wo 2 0� 4 a¢ �F MON DoW W % O a� REVISIONS 1 June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Comments August 20, 2014 Commem Oct. 10, 2014 Comments DATE January 31, 2014 Scale J III LU/U V �N W= J 06 p BE Z J N I. € O Y Zg DO JJ N Om Q yU IL F FILE NUMBER 8053 SHEET 15 of 22 Ill AN SEED Ps CONCRETE 11�II�II II L ^ IF0IF 1IF —IIE 4" MEET 21A I I ulna TI STORE BASE TYPICAL SIDEWALK SECTION N.T.S. 2' 6A ' - FA ACA E OA F CURB A A 8° case R'16' R'3w 6 I A A A, A A A 5 A R R ANNE, gal smnm: All wr nE axw uOWNERS FULAW GREM M.rRAN F IF I NET MAY FOLL PRE AS PER AS MAY ED S'Bl��E�fflo�ld!TAANMM�M DISTANT fall SENSORS A FIRM JOB 5° r Y ROLLTOP CURB CG-6 CURB MAPS. N.T.S. OF TRANSIECN 5' GORE OF PHUT/ CLUTTER PAN Y R�jtl / CC ¢.CNRB FPS�C.QF CGRa 'An PREA FACE CS EI'3 BACK OF DIRE Ba41( OF 0' CURB CURB ROLLTOP TO CG-6 TRANSITIONS BEEP - N' AN I 111 11 OF CHAIR FALSE NOTES 11 IT BOOM 1 1. 1' 1 1 1 ,I ORION THAR FIT CH .IF OF IIII I OCPrjF'R It 'I I It Iii GO w,TI x°LLUNIT DI 2 CA LANE SAM OBTAIN 0 IRE TOP ME Of U Fit P VAN BOOK I AT NO PROJECTION OF PIPE MOVE GROUND EWE W tea,. INS vn o$ x C� x ru.rzwi WAR w o 3 unrznix EN x L nrtnx la— �m xm�i a�o�a ,wC -alx o K�M NORM0. EARTH FOUNDATION °eaa1. FOIMIATIDN SOFT, YIELDING, DR ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIK PIPE PROJECTION MOVE GROUND LINE —xw o.z .v OF " I xyx�R� R wrtw D x Fula rr'�m FOUNDATION SOFT TIELDMG Q4 NDRMOL EARTH FWNDAipN ROCK FWMATION Y OTHERWISE UHSUTIBLE MATEfl1A LIFE 'DOW ,um moll NOTES °°ao.um wu wz s w°nuF"°w'it e ��n o w p a ®M xmre rxe imn no mwe m�onr[sssv maueeCSSOxruesa a.,ssi arcaus ® snoiiw°Xirs103 11 caelso Nun mmuxwe TO TUB sze sswPFUrrs FOR rnuME INSTALLATION OF PIPE CULVERTS AND STORM SEWERS RAG A It 1 ,.,.... ,` t I I I ILL ,x. ,,.. , N ... — '. a TIAL GO Fit In -1 d F x OFF O ;:T M FEE EDITOR AN IN RICAN GERALD JAMINTE, MAN I INDIAN x°c. KNOBS a. FUND v-m AJ 11OTES� w 1 11. ING, —a NEAR AM MONSANTO OFFEENALLY CIA � ..E OFF FJ� AREA TO BE IRA EE ,..A "IT "MLE. ON I HOWNTERFAMBEED CLOT AIDES USA FIAT PEREARED 11 IN At 2 FAMET ALEVAT UP A' PLANT EAD OF WELL UP TO NO "MAINE 01 1 0 M CLUBS MANOR 11 EPEE MITI I r PIE ME AN I OF TV EME C�W KORNAI An ME MILE ME Hz 4 ALI IT TIRE 01 TO I PATIENT ON AN AN 13ODEM'Ll' BUICK END a, IN PC I ME Il ...Os- N SECTIO A- A r.RU MAR DAL ,Ul MAIMPL.r NN'MII�o..�HAS BRUCE A LAOS OF SOMALI ON MAKE I ,EDGE IFOREGOOLOF A ITT FAM WRAND LOUISIANA ROSS SAFE NOT A AN DART" ill AN AGAIN WAIN �.� 15 a� TO WAS MANUEL FE AN IS MAIN ALAN ��' FOR I' I'M AM AN ,vim FORD NOR PAT MP¢3S 0 GLEN ME NOR An A APPECAUL FEARS M DEFENDANTS POP APRIL NO °m HE STORE IS pp Y E[W ES DONE ExmrvC PER PENN HENRY 5A BIG HE EESBOncs HE AN WE USTA ^x's ,wmMr LGNGROOINA PERFORATED PIPE SPOIL PLACEMENT CA ! I'll, "FIT I& MEN W�� L ,v emx wm. TERM DROCA IT"" NON-PERFOMTM PIPE FOR USE OMER COWEMIK EMRANCES AND FOR OUTLETS CUIRLET WE TIMOR WAS EFFE OF ME -- A. A. N.a..— M .x.mawwawo ro nm 1.11, 1 5% KrTat SUIT "WRAP " "1 .. h�.w.m 'EST OF STANDARD SIDEWALK UNDERDRNN e ..w .mw xs KC 6TOmTAwx I An - -. FBI TOP ME Of U Fit P VAN BOOK I AT NO PROJECTION OF PIPE MOVE GROUND EWE W tea,. INS vn o$ x C� x ru.rzwi WAR w o 3 unrznix EN x L nrtnx la— �m xm�i a�o�a ,wC -alx o K�M NORM0. EARTH FOUNDATION °eaa1. FOIMIATIDN SOFT, YIELDING, DR ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIK PIPE PROJECTION MOVE GROUND LINE —xw o.z .v OF " I xyx�R� R wrtw D x Fula rr'�m FOUNDATION SOFT TIELDMG Q4 NDRMOL EARTH FWNDAipN ROCK FWMATION Y OTHERWISE UHSUTIBLE MATEfl1A LIFE 'DOW ,um moll NOTES °°ao.um wu wz s w°nuF"°w'it e ��n o w p a ®M xmre rxe imn no mwe m�onr[sssv maueeCSSOxruesa a.,ssi arcaus ® snoiiw°Xirs103 11 caelso Nun mmuxwe TO TUB sze sswPFUrrs FOR rnuME INSTALLATION OF PIPE CULVERTS AND STORM SEWERS RAG A It 1 ,.,.... ,` t I I I ILL ,x. ,,.. , N ... — '. a TIAL GO Fit In -1 d F x OFF O ;:T M FEE EDITOR AN IN RICAN GERALD JAMINTE, MAN I INDIAN 0, KNOBS a. FUND v-m AJ CHANT) SAGERVIEFELON TOPROUGHLY COM&GRD TOP UP PIPE FJ� AREA TO BE IRA EE GREECE 11 IN At GLEN M CLUBS MANOR RAG A It 1 ,.,.... ,` t I I I ILL ,x. ,,.. , N ... — '. a TIAL GO Fit In -1 d F x OFF O ;:T M FEE EDITOR AN IN RICAN GERALD JAMINTE, MAN I INDIAN 0, KNOBS a. FUND v-m AJ CHANT) SAGERVIEFELON TOPROUGHLY COM&GRD TOP UP PIPE FJ� AREA TO BE IRA EE GREECE 11 IN At GLEN M CLUBS MANOR 11 EPEE MITI I III Of a HAND I GTE DnuErzR OF PLIAE END a, IN x�L IT BE ...Os- N SECTIO A- A r.RU MAR DAL I �° A �ii AS (C N REIN ,vim fi NOR PAT MP¢3S °m HE STORE IS pp Y E[W ES DONE ExmrvC PER PENN HENRY 5A BIG HE EESBOncs USTA OF BEDDING, BACKFILL AND TRENCH SPOIL PLACEMENT I'll, "FIT L A. M e ..w zm LEE' " . E.rIII HILLS.IC .�.FNU ..., x,.. e�� .,, oevy.w .rc .ftc II FD E k J L I_ ILL FOP, usE V _-_F LP D FT �u Y IN ,F, IL .a mGATT , -H x'I N )NJ ST., S IEBS - II TAI LA ION F FIFE UU.LI ENFKAI HYTES BNN%3ANNC4 G THAI"' 11114 XSE _ �� F FAA I COMBINATION V DIGAND NON AT L06ER END OF ..(TS ARE E , ND SECTION. A, I , TRENCH PLACEMENT ANY AN In FAA T 8 °c %- 8- k -8-8 -s IN ANTONINI 111111.1 A V s Fri I I IF SO(A E FRANCE FRANC (PLACEMENT OF CPI NEWINATION UNDERDRVO OR 11111 1 11 GET GEWR0. MOTES MAE 11 111" A I, OF I III CLIFF AFFECT OF BANNER BE I 'A RE AGAIN AT A, .AT IF I ALI', 111.1 ATHE MOUNT .1 1111 IBM OFF, I M. I ITTEM. All GAIN 11 .1 1111 'HER 'ABU MANT I A ANNE IMEARAINGER NON PERFMATED RUPERT PIPE yu APANIM 6 e .0 ""' AA AT ESTATES—, 4 IN CUP ALI FALL SANI AT SAINT 1 5 )NO NET, 'I FGHT FILL GRATEAR I' n_ x inn n,n.. ,wn I. BRING I 111"Ar RAMES ITT .1 REFINING I ALL I HALL "I I AT IF 11 1111 RONNIE AOAM,I A, FEE CULL' FBI N IS STANDARDRACOMBINATION DNDERDRAIN °T (AT LOWER END OF GET I., SHADEANAT Of INTRODUCTION TE TYPT q! SECER PIPE IN ALLAIICN IN IRENEEP PROCEDURES FOR INSTALLING LATERALS TO THE EX. SANITARY SEWER MAIN IN SERVICE WHEN IT IS NECESSARY TO TAP THE MAIN SEWER LINE AND INSTALL A 4 " OR 6" INCH SEWER CONNECTION THE FOLLOWING GUIDELINE SHALL BE ADHERED TO: I. THE WORK SHALL BE DONE BY AN APPROVED UTILITIES CONTRACTOR SPECIALIZING & PERMITTED FOR THE INSTALLATION OF PUBLIC WATER AND SEWER LINES. UPON REQUEST THE COUNTY WILL FURNISH A LIST OF KNOWN UTILITIES CONTRACTORS ACCEPTABLE TO THE COUNTY TO PERFORM SUCH WORK 21 IF A WATER LINE IS TO BE CROSSED, THE TAP MUST BE MADE ON MONDAY - THURSDAY 3 THE CONTRACTOR SHALL NOTIFY THE UTILITIES DEPARTMENT'S CHIEF INSPECTOR 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 4, WHEN TAPPING THE SEWER LINE A MECHANICAL HOLE CUTTER AND AN APPROVED SADDLE MUST BE USED. THE TAP MUST BE MADE SO THAT THE SERVICE LATERAL CONNECTION WILL ENTER THE MAIN LINE ON A SLOPE NO GREATER THAN 45 DEGREES. NO CONNECTION SHALL BE CUT INTO THE TOP OF A SEWER LINE 5. WHEN TAPPING INTO A MANHOLE, BRING THE LATERAL CONNECTION IN ABOVE THE SHELF BUT NO HIGHER THAN TWO FEET ABOVE THE LOWEST INVERT A CHANNEL OR TROUGH TO CARRY THE FLOW FROM THE CONNECTION MUST BE BUILT INSIDE THE MANHOLE. 6. THE SEWER LATERAL CONNECTION IS TO BE CONSTRUCTED ONLY TO THE PROPERTY LINE AND ✓OR THE EDGE OF THE EASEMENT IN WHICH THE MAIN SEWER LINE LIES, OR AS DIRECTED BY THE INSPECTOR, THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES AND SHALL HAVE IN HIS POSSESSION AND /OR NRNISH EVIDENCE UPON REQUEST OF HAVING SUFFICIENT INSURANCE TO COVER ANY DAMAGES THAT MAY OCCUR 8 WORK IN THE STATE RIGHT OF WAY' A. THE ✓DOT MUST GRANT PERMISSION TO INSTALL A SEWER LATERAL WITHIN THEIR RIGHT OF WAY THE UTILITIES CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION TO VIRGINIA DEPARTMENT OF TRANSPORTATION FOR PERMISSION TO INSTALL A SERVICE LATERAL CONNECTION WITHIN THEIR RIGHT OF WAY AND FOR PROVIDING THE CHIEF INSPECTOR A COPY OF THE PERMIT BEFORE COMMENCING WORK B. USE THE NECESSARY SIGNS AND BARRICADES TO DIVERT TRAFFIC. C ONE -WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. D. THE TRENCH MUST BE BACKTILLED WITH 21A STONE, AND COMPACTED AS REQUIRED_ E PAVEMENT SHOULD BE REPLACED WITHIN 24 HOURS ALL PARING IS TO BE DONE IN ACCORDANCE WITH STATE HIGHWAY DEPARTMENT SPECIFICATIONS E ON STREETS SUBJECT TO SCHOOL BUS TR MC,, WORK SHOULD BE DONE ONLY BETWEEN 9:00 A.M. AND 3:00 PM PRIOR TO CONNECTING PRIVATE SEWER CONNECTIONS FROM A HOME DR BUSINESS TO THE SERVICE CONNECTION, A SEWER CONNECTION FEE MUST BE PAID AND ALL THE ABOVE REQUIREMENTS MUST BE MET. IN ADDITION, THE BUILDING INSPECTORS OFFICE MUST BE NOTIFIED FOR FINAL INSPECTION PROUND 10s IoNk COYOUGH TW OF CROUNI BANNER OUSPACTION PER KNOBS a. FUND v-m AJ CHANT) SAGERVIEFELON TOPROUGHLY COM&GRD TOP UP PIPE FJ� AREA TO BE IRA EE GREECE 11 IN At GLEN M CLUBS MANOR 11 EPEE MITI I III Of a HAND I GTE DnuErzR OF PLIAE END a, IN EFFE) AT N IT BE TYPT q! SECER PIPE IN ALLAIICN IN IRENEEP PROCEDURES FOR INSTALLING LATERALS TO THE EX. SANITARY SEWER MAIN IN SERVICE WHEN IT IS NECESSARY TO TAP THE MAIN SEWER LINE AND INSTALL A 4 " OR 6" INCH SEWER CONNECTION THE FOLLOWING GUIDELINE SHALL BE ADHERED TO: I. THE WORK SHALL BE DONE BY AN APPROVED UTILITIES CONTRACTOR SPECIALIZING & PERMITTED FOR THE INSTALLATION OF PUBLIC WATER AND SEWER LINES. UPON REQUEST THE COUNTY WILL FURNISH A LIST OF KNOWN UTILITIES CONTRACTORS ACCEPTABLE TO THE COUNTY TO PERFORM SUCH WORK 21 IF A WATER LINE IS TO BE CROSSED, THE TAP MUST BE MADE ON MONDAY - THURSDAY 3 THE CONTRACTOR SHALL NOTIFY THE UTILITIES DEPARTMENT'S CHIEF INSPECTOR 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 4, WHEN TAPPING THE SEWER LINE A MECHANICAL HOLE CUTTER AND AN APPROVED SADDLE MUST BE USED. THE TAP MUST BE MADE SO THAT THE SERVICE LATERAL CONNECTION WILL ENTER THE MAIN LINE ON A SLOPE NO GREATER THAN 45 DEGREES. NO CONNECTION SHALL BE CUT INTO THE TOP OF A SEWER LINE 5. WHEN TAPPING INTO A MANHOLE, BRING THE LATERAL CONNECTION IN ABOVE THE SHELF BUT NO HIGHER THAN TWO FEET ABOVE THE LOWEST INVERT A CHANNEL OR TROUGH TO CARRY THE FLOW FROM THE CONNECTION MUST BE BUILT INSIDE THE MANHOLE. 6. THE SEWER LATERAL CONNECTION IS TO BE CONSTRUCTED ONLY TO THE PROPERTY LINE AND ✓OR THE EDGE OF THE EASEMENT IN WHICH THE MAIN SEWER LINE LIES, OR AS DIRECTED BY THE INSPECTOR, THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES AND SHALL HAVE IN HIS POSSESSION AND /OR NRNISH EVIDENCE UPON REQUEST OF HAVING SUFFICIENT INSURANCE TO COVER ANY DAMAGES THAT MAY OCCUR 8 WORK IN THE STATE RIGHT OF WAY' A. THE ✓DOT MUST GRANT PERMISSION TO INSTALL A SEWER LATERAL WITHIN THEIR RIGHT OF WAY THE UTILITIES CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION TO VIRGINIA DEPARTMENT OF TRANSPORTATION FOR PERMISSION TO INSTALL A SERVICE LATERAL CONNECTION WITHIN THEIR RIGHT OF WAY AND FOR PROVIDING THE CHIEF INSPECTOR A COPY OF THE PERMIT BEFORE COMMENCING WORK B. USE THE NECESSARY SIGNS AND BARRICADES TO DIVERT TRAFFIC. C ONE -WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. D. THE TRENCH MUST BE BACKTILLED WITH 21A STONE, AND COMPACTED AS REQUIRED_ E PAVEMENT SHOULD BE REPLACED WITHIN 24 HOURS ALL PARING IS TO BE DONE IN ACCORDANCE WITH STATE HIGHWAY DEPARTMENT SPECIFICATIONS E ON STREETS SUBJECT TO SCHOOL BUS TR MC,, WORK SHOULD BE DONE ONLY BETWEEN 9:00 A.M. AND 3:00 PM PRIOR TO CONNECTING PRIVATE SEWER CONNECTIONS FROM A HOME DR BUSINESS TO THE SERVICE CONNECTION, A SEWER CONNECTION FEE MUST BE PAID AND ALL THE ABOVE REQUIREMENTS MUST BE MET. IN ADDITION, THE BUILDING INSPECTORS OFFICE MUST BE NOTIFIED FOR FINAL INSPECTION PROUND 10s IoNk COYOUGH TW OF CROUNI BANNER _ -� c H OF ON-1 MAN _ _ s N. ti LED ,.IL+ �P._. 672 4 I—.. NIP 'FILE . =..1� UII III LOCATIONE, R EA52MENT &D -HS HIS CAT o ,M CIRCULAR PEE BEDDING MID BACKFILL - METHOD "A" CIA) 2 2m $� [il 2 CIO � ¢ 20 Q� BE U o ¢w s@ O 2 OU � WZ Iwy� C/] Q [BAR. N J 2 O w§ -�y a UQ O W J Z W� Q'� 2d O`� D¢ ON V N G JC 0 0 S x h W O �¢a °¢zPC W W o n W W�� 2 am< is °' w 2 L0 ; �iru I IT2`s. IT � A v /ice✓', �. A' � ✓z��i � -�'FI �� ABOARD I( .., ,ITS Tr. . I a / "'T 3 ' ,__I P I - I -L � L "IA xI' F CIO C<'w n+oxl ii 'WINB .um SEEN ERIC 2, M °� A0 OUSPACTION PER KNOBS a. FUND v-m AJ CHANT) SAGERVIEFELON TOPROUGHLY COM&GRD TOP UP PIPE FJ� AREA TO BE IRA EE GREECE 11 IN At GLEN M CLUBS MANOR 11 EPEE —D a D DnuErzR OF PLIAE END a, a ETHERNET DO MAPS BANCORP IT' A FRANKLIN NEED ...Os- N SECTIO A- A r.RU MAR DAL I �° A �ii AS (C N REIN M0C uuA NOR PAT MP¢3S °m HE STORE IS pp Y E[W ES DONE ExmrvC PER PENN HENRY TO r MIT PPE.10 HE EESBOncs OF BEDDING, BACKFILL AND TRENCH SPOIL PLACEMENT _ -� c H OF ON-1 MAN _ _ s N. ti LED ,.IL+ �P._. 672 4 I—.. NIP 'FILE . =..1� UII III LOCATIONE, R EA52MENT &D -HS HIS CAT o ,M CIRCULAR PEE BEDDING MID BACKFILL - METHOD "A" CIA) 2 2m $� [il 2 CIO � ¢ 20 Q� BE U o ¢w s@ O 2 OU � WZ Iwy� C/] Q [BAR. N J 2 O w§ -�y a UQ O W J Z W� Q'� 2d O`� D¢ ON V N G JC 0 0 S x h W O �¢a °¢zPC W W o n W W�� 2 am< is °' w 2 L0 ; �iru I IT2`s. IT � A v /ice✓', �. A' � ✓z��i � -�'FI �� ABOARD I( .., ,ITS Tr. . I a / "'T 3 ' ,__I P I - I -L � L "IA xI' F CIO C<'w n+oxl ii 'WINB .um SEEN ERIC 2, M °� A0 KNOBS a. FUND v-m AJ MAN no PLAN VIEW BARBARA FORMAY e GREECE 11 IN At GLEN BEAT 11 SITHISHOS 'A A IF IRA f AN s 11 EPEE —D a D PHONE THERMAL END a, a ETHERNET DO MAPS BANCORP IT' A FRANKLIN NEED N SECTIO A- A ; �iru I IT2`s. IT � A v /ice✓', �. A' � ✓z��i � -�'FI �� ABOARD I( .., ,ITS Tr. . I a / "'T 3 ' ,__I P I - I -L � L "IA xI' F CIO C<'w n+oxl ii 'WINB .um SEEN ERIC 2, M °� A0 KNOBS a. FUND v-m AJ MAN no PLAN VIEW BARBARA FORMAY e GREECE 11 IN At GLEN BEAT 11 SITHISHOS 'A A IF IRA f AN s 11 EPEE —D a D PHONE THERMAL END a, a ETHERNET DO MAPS BANCORP IT' A FRANKLIN NEED N SECTIO A- A F CIO C<'w n+oxl ii 'WINB .um SEEN ERIC 2, M °� A0 KNOBS a. FUND v-m AJ MAN no PLAN VIEW BARBARA FORMAY e GREECE 11 IN At GLEN BEAT 11 SITHISHOS 'A A IF IRA f AN s 11 EPEE —D a D PHONE THERMAL END a, a ETHERNET DO MAPS BANCORP IT' A FRANKLIN NEED N SECTIO A- A SO SECTION SAC At _ GEN Rp1 NOTES x R BE ME ONES ED ��hwB ASIA OF THE CROP ROM FLAGS 2 BONN LED ENTRANKE RISC FALL GET to I C' THE BECIFFOLD An VAL 11 1. TRAGION) FEARS CAR III ADDITION G TO BE MNLAEA[A TO MATCH ME STRUNTERST ELM RUSS OMAN wee BRITISH AGE MERCK IF e ENTRANCE NOTES [wravOw RATIO N MCI WAGNER 0 TIM FINTICAl CLIFF CRT CAN UNGIBUFF AM FEW GTE SPECEN FOR AEPL��T COMMAND IT US �Q IN THE I TARGETS PRIMERICA EVER FEEL' MARK CITIES NO NOT ASSURICAMO 76 ELECT PAPAT ALLOW�L" ENTRANCE GRADE CHANGES J W�a J REVISIONS June 08, 2014 PER COUNTY COMMENTS July 29, 2014 Comments August 20, 2014 Comments Oct. 10, 2014 Comments D TE January 31, 2014 Scela� F (9m a g� N _ SA JN CZ€ 8 �Y O co ¢�. p In I- O FILE NUMBER T $HEFT 180122 MAN no GREECE GLEN MAT TOM A: MAN vi 11 GO �TWI SPERN AGE END a, J W�a J REVISIONS June 08, 2014 PER COUNTY COMMENTS July 29, 2014 Comments August 20, 2014 Comments Oct. 10, 2014 Comments D TE January 31, 2014 Scela� F (9m a g� N _ SA JN CZ€ 8 �Y O co ¢�. p In I- O FILE NUMBER T $HEFT 180122 STORM SEWER DESIGN ROULDNABULGH °.r+°rewumn w 't a. DERESE m=amrowe �g�YTF OF (0 i "ASCANDLEGAILE)JERE 'I'd HYDRAULIC GRADELINE ,o,v „�a,w G 1001I GALE I W N� It NAING, , AGE, dd1.A`AMAdLAdNfE 01 ALL CEO Gar, AdIr D�l AIR ell I.G. "I I. UESPERS LEDGERSE for I Addle read FPS .11 EVERAE Ner I If 1. A A IRA ELL al l Christopher N. Mull gon i E—I O O ad RE- IT, PIEE�, ADLECT 5 HW =� 0 031872 qb Q Q A. Ad ALL IIIIE, sss � ENO � V O It III S @) o5p?5= ill ill "I "I "I 11 117 Car 1115 All ell A ill 11 11 11 11 „ o In 5: 0 u a oQ o0 41 ill IN I 1 1-1 11 117 11 1 it Adat Jz p� WOa 0 2 v ��o 0 �¢N toInso Ue , G7 W LLZ oR �W Trc o� WI W al9 s W Q z aN Cr IF A4 a mw 1 Ad ell IS ill LEI IS D Ised Ef 3 11 111 111 111 11 111, "1 2, 1 "1 PC AGE 120B D711 11 AID ILL DEC Ed Z 0 W a j ,. „ e °ox HYDRAULIC GRADELINE oo� „�,,,ry 37 P , a v P u, l ,i , °NG, ,® ,. "1 ,. ,°, .,. ,m add v, c A' Ad +w n - n JIM "I ill 11 "1 111 111 121 tell 51, 125 6e913 ASCII 112 GUM 15 am 117 Ili 1 °OU REVISIONS) June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Comments August 2q 2014 Comments Oct 10, 2014 Commons DATE January 31, -2014 9 ela� 111 Le. MAN STORM SEWER DESIGN °ov ,v Y,. °EO °E INAMI Ell 1111 ING,, 11 GAIN CAR i� V m LNt INLET COMPUTATION. 4 INCHES PER HOUR DESIGN,, If, 11 A A G a Ill 151 "1 Do 1 L 11 1-1 PER 11 UIA U, 15 112 Ili U, 7T CCEEM�ECAIlIQT GjAG.L0FCE FACCE. At .. LARGE 01 11 1 11 ell cGo 711 Ili; 61, ell 11 I'LL, 11 111 11 01 g�Ny z_ J W O 6 idea "I 111 11 1 11 INS 1111 119 a A CA 3a 111 1 "1 5 111 1 51 11 z —J N H a� ®0 �� JJ 11 2 21 1 13 2 11 11 21 2 Om 21 0 1 14 FILE NUMBER 1 8053 J 44 11 11 7 I'LL 14E deded I Lei 135 1, 1 11 1 14 SHEET , , 9 of 22 INLET COMPUTATION 6.5 INCHES PER HOUR , w v v Ill a IQ z P v III , n IS , ° , I ., u x ,I I I ss n z x a x enoav 021 °.vu , u , A -s? Vc r� `I , < d P OP/ F � lv IE/ FUTURE O o D z 4�7 3 .�' % / i ( �v WIDTH sl !O pp :a / / IsrnxOE ESN xC 44� GCF CUE / r 4 �� GIs, Jg Q s16 "tFEE� QP 3 }4 4si 'J .� ss>s sOT9 a NM T SPA /\P� NB \Q =SO Ar \may\ P 1i dP <Sv4l 4/ ! PC AE� EoeZ� �aq /AC,, e o�$y / pq A P -Y 1 If T T I pp\ \ K. 4 n <� °D 4 AF DIT /� ✓� T' 6 P, LET / (0T D� t e /\ /l IS / 1pT 5 6T \ A� 7D \ AR AGE E ALA - C �y 5He at 4Y �T LL �1ry / LOTS ��/ \b /^IAIlA aQ\ \ f Sf,C 2 `TeHUf'9FP p y/ SF"4iT Y I ,g\ / g° / / [or N ry \ 3 vp% g y A O rax r 1jp/ ( tr��/ �� OCS+T 4 M* AI A SERVER NEWT r \ T !O \ , % 8 / p s BLOCK 29B DIavEWr U' <Oi J / f"q oPEN / ! <or A SPACE E Fn �' / I � 12 11 5sU Mr z / �1 d ) DUPID( DUPLEX 'a �J �p AT as /� V THL�MTHE — VVVVVV%%%%%% / R.I � T 17 LOT 1 / l �� DkNEWSa�' 4•); 14 LO.;CINS L�j I ' l�sl QP vzv vPART 1 I �� 2 T D AT IS 15 unun PART. VAR vnoix / PA 16 UTIL ENT CAP `;sy 18 19 T QP l �l �� /'trL I Ti1N PA 20 P \ i t-fmAA,, 1 s PR Fp FP FAR H O,aCR / /��// S[E I tATtie6e 01 / e 181 .B.B \11 / \lY EA$ O G� d I AP• 2� /.. _I —_ &6 H �M Fl4RCPSE / 20 U -L TY E'SE ENT 0 /off T 6T b / I�f OPEN SPACE o- 2541 &A � BI NIN � Nb . A FP 0 10 20 ' 21 JTLTY E EIII W- D3 3442 1881)4 (TO BE COATED) kwd FILLI STECICIK 7 FUTURE :BLOCK 25' YEE �R AR PA \ FUTURE R sSTORM SE � D / SEER aloe PA �PAR p. +' F` AR " \AR �I E'S AR a fit' �D ` EYE rnYCA t cJ- 'oAytPY'T5" 6T D AR i } / D 6T PJJ(�q 6T RR 9 /Y�i"'�i%1- N% AR NN AR S —AR AR AR :. P OF SAE / GIP SwEON AR / i FP � BLOCK 29 gD OP'yiD RG.N4E AR AR GT 6T VAR III SIGHT DISTANCE ENT PA PORTION OF D QP MARCH MOUNTAIN PR( PER 2233 p. 9.6. 2035 726 - �rPEO, N� PA ZMA D4 \ \ BLOCK FUTURE 25 q I - 1( 1 /j 6T � PA SI LANDSCAPE ANO IoEDALU FJ188 -19 I I III O.B. 3.42 pD. 188 �94i '� 2 T, 20 0942 r, ND PR !1 PA SDE j! DF'. 3442 o. iD6 -194 11'1 4GH1% ./ AP 1 67 ypptvi� �% PA \ _ �,��— � k' .% / O:pY3'. 076 ✓� 9M MY MARIE OEOROE C. 0406001817 a ICY l$�i� �sCAFlE ARCAAGN LSCALE 1`f-507 E. °H. 50 0 50 100 loss I SCALE IN FEET \ EII �/ r � I / Y ,EOE,, %D k% D \ �CU BLACK 1 PA F VNV U PA 10 YR TREE COVERAGE F20 TY KEY BOTANICAL NAME COMMON NAME SIZE NOTE PA TOTAL AT> - SEAL INLETS WATERTAT OCTOBER GLORY RED MAPLE ' pq UNnI NILE STORM TER P 13 (/. IS INSTALLED & OPERAnPYAL FLAOEMASTER HONEYLOCUST 1S CAL B & B' LANDSCAPING NOTES: 5512 SF Shiode Toaster, 7 SYMBOL DENOTES EXISTING TRECS PROP. / A SYMBOL DENOTES PROPOSED TREES Fraxnus pEngvanm PETRONE GREEN ASH L5° CAL. B & B' 604 OF 7,248 SF BLACK 1 O D 0 STREET TREE REQUIREMENTS, NOTES & DETAILS STREET TREE CALCULATIONS - EXISTING GOLF DRIVE 565 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 11.30 STREET TREES REQUIRED 11 STREET TREES PROCTER STREET TREE CALCULATIONS - EXISTING GOLF VIEW DRIVE IJ42 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR MET = 26.84 STREET TREES REQUIRED 27 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED GOLF VIEW DRIVE 622 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 12,44 STREET TREES REQUIRED 13 STREET TREES PROUDER STREET TREE CALCULATIONS - PROPOSED ADDLE HILL ROAD 1192 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 23.84 STREET TREES REQUIRED 24 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED ASHLAR AVENUE 1318 LINEAR FEET OF ROAD FRONTAGE 9 1 TREE / 50 LINEAR FEET = 2636 STREET TREES REQUIRED 27 STREET ENDS PROVIDED STREET TREE CALCULATIONS - PROPOSED BELGROVE STREET 678 LINEAR FEET DF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 13.56 STREET TREES REQUIRED 14 STREET TREES PROVIDED SITE TREE CANOPY REQUIREMENTS BLOCK 28 BLOCK 29B PROPOSED MULIT FAMILY SITE AREA 0,54 AC PROPOSE MULR FAMILY SIT AREA 061 AC, 209 Siff CANOPY REQUIRED 4666 SP FT 209 SITE CANOPY REQUIRED 5283 SO FT. _ SITE CANOPY PRONGED - 8,680 S0. FT (3D%) SITE CANOPY PROVIDED 11,324 30, FT (439) PLANT LIST WA N4 IT E, U 10 YR TREE COVERAGE F20 TY O D 0 STREET TREE REQUIREMENTS, NOTES & DETAILS STREET TREE CALCULATIONS - EXISTING GOLF DRIVE 565 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 11.30 STREET TREES REQUIRED 11 STREET TREES PROCTER STREET TREE CALCULATIONS - EXISTING GOLF VIEW DRIVE IJ42 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR MET = 26.84 STREET TREES REQUIRED 27 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED GOLF VIEW DRIVE 622 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 12,44 STREET TREES REQUIRED 13 STREET TREES PROUDER STREET TREE CALCULATIONS - PROPOSED ADDLE HILL ROAD 1192 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 23.84 STREET TREES REQUIRED 24 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED ASHLAR AVENUE 1318 LINEAR FEET OF ROAD FRONTAGE 9 1 TREE / 50 LINEAR FEET = 2636 STREET TREES REQUIRED 27 STREET ENDS PROVIDED STREET TREE CALCULATIONS - PROPOSED BELGROVE STREET 678 LINEAR FEET DF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 13.56 STREET TREES REQUIRED 14 STREET TREES PROVIDED SITE TREE CANOPY REQUIREMENTS BLOCK 28 BLOCK 29B PROPOSED MULIT FAMILY SITE AREA 0,54 AC PROPOSE MULR FAMILY SIT AREA 061 AC, 209 Siff CANOPY REQUIRED 4666 SP FT 209 SITE CANOPY REQUIRED 5283 SO FT. _ SITE CANOPY PRONGED - 8,680 S0. FT (3D%) SITE CANOPY PROVIDED 11,324 30, FT (439) PLANT LIST TOTAL 38,770 SF ALL TREES LOCATED WITHIN ME LINE OF SIAM SHALL DE PRUNED AND MAINTAINED TO A HEIGHT OF AT LEAST 6 METE - -_ - _ —_. __. _ —._ �U Y Vi 2 2� $Mw W Q2 D NQ tCLI hp 40 h ¢' x Ud rJ � z ¢ W @ O 2 OU � C.8 kz � �Z Oy wf Q UQ o0 a3y�zp z0 uN < W U? o d W y WC 0o, 0 z R2 On 2 a00 ;t °z W % a �i REVISIONS T June 06, 2014 PER COUNTY COMMENTS July 2g, 2014 Comments August 20, 2014 Comments Oa. 10, 2014 J Comments DATE January 31, 20141 s � � 50 t#tq Ir�TI VQ� Z a 10 YR TREE COVERAGE F20 TY KEY BOTANICAL NAME COMMON NAME SIZE NOTE ALLOWANCE TOTAL AR Acer rubrurn 'October Glory OCTOBER GLORY RED MAPLE 1.5 CAL. B & B' 397 OF 7,940 OF 13 6T Irm Gletl tsa traca i nertn FLAOEMASTER HONEYLOCUST 1S CAL B & B' 424 SF 5512 SF Shiode Toaster, PROP. A 8 Fp Fraxnus pEngvanm PETRONE GREEN ASH L5° CAL. B & B' 604 OF 7,248 SF Patrnore PlatOflo a acerfol'a 5 25 PA Bloodgootl BLOOOGOOD LONDON PLANETREE LS" CAL. B & B' 368 SF 11,040 SF 3 16 OF OuerAR Oaks 'ALLOW OAK LO CAL. B & B' 370 SF 7,030 IT TOTAL 38,770 SF ALL TREES LOCATED WITHIN ME LINE OF SIAM SHALL DE PRUNED AND MAINTAINED TO A HEIGHT OF AT LEAST 6 METE - -_ - _ —_. __. _ —._ �U Y Vi 2 2� $Mw W Q2 D NQ tCLI hp 40 h ¢' x Ud rJ � z ¢ W @ O 2 OU � C.8 kz � �Z Oy wf Q UQ o0 a3y�zp z0 uN < W U? o d W y WC 0o, 0 z R2 On 2 a00 ;t °z W % a �i REVISIONS T June 06, 2014 PER COUNTY COMMENTS July 2g, 2014 Comments August 20, 2014 Comments Oa. 10, 2014 J Comments DATE January 31, 20141 s � � 50 t#tq Ir�TI VQ� Z a J06 JN L0 a U J °° g r FILE NUMBER 8053 SHEET 20 Of 22 PROPOSED DEVELOPMENT (CUMULATIVE OF ALL BLOCKS) FOR OLD TRAIL VILLAGE BLOCK AREA (Ac.) BLOCK CLASS(- FICATON NON- PLACENTAL AREA VJ) RETAIL AREA (s.E) RESIDENDAL UNITS (1) AREA OF LOTS (Ac) AREA OF R W c,) (6 REAL- TION AREA (AC) (]) POCKET PARKS (AC) (6J OPEN SPACE AREA (AC) SINGLE FAMILY DETACHED UNITS SINGLE FAMILY ATTACHED UNITS 70M HOUSE UNITS CONDO/ APART- MENT UNITS TOTAL UNITS GROSS RESIDENT. DENSITY (DO /Ac) MARKET RATE UNI IS _106 AFFORDABLE UNITS TOTAL p MARKET RAT` UNITS % OF TOTAL UNITS REQUIRED AFFORD -ABLE FOR SALE FOR RENT APART- MENTS ACCESS- OUR TOTAL Q BANKED UNITS BANKED UNITS USED NUMBER OF UNITS % OF TOTAL UNITS 1A 2.17 MIXED USE 24,231 10,855 0 0 0 39 39 VBO 32 02% 6 0 6 0 5 15.4% a 0 1,29 026 N/A 0.00 N/A IB 21] MIXED USE ] 2d 31 1 4500 0 0 19 33 52 240 39 ]5% B 0 13 0 13 25% 5 0 129 0.26 N/A 0.00 N/A 2 4.9 MIXED USE 45,029 0 0 0 0 78 70 15.9 78 I00.0% a 0 a 0 0 0.0% a 12 AS 1.2 N/A GOP N/A 3A 68 MIXED USE 2,500 0 a 0 0 0 a B.2 0 0.0% D 0 0 a 0 0.0% a 0 3, F 2.31 N/A RED o0e 3B 0 0 a 0 25 0 25 19 76.0% 0 B 0 a 0 24.0% 2 0 1.2 AS Co 0.00 a.04 3C 4,500 0 0 0 13 14 27 19 70.4% 0 0 0 0 8 29.6% 4 A 1.2 0.3 010 000 000 30 0 0 4 0 0 0 4 4 100.0% 0 0 0 0 a 0.0% 0 1 1 0A 0.0 0.00 0.00 4 3.1 MIXED USE 4500 4500 0 10 18 0 J6 11.7 28 ]8% 5 8 0 0 0 22% 3 p 26 092 NSA 0.00 NSA 11 27 MIXED USE 20DO a 4 15 12 5 37 13.5 35 95% 6 2 0 0 2 5% (4) 1 26 0.92 N/A 0.00 NEW 12 &IS 4.0 S.F. 0 0 24 12 12 9 57 14.3 42 ]4% 9 6 0 9 15 1 26% 6 . 0.8 N/A END 0.40 13 37 MIXED USE 3,000 0 29 0 0 0 29 ].9 28 100.0% 4 0 0 1 0 n0% (M1) 4 3.B L6 N/A THE a.AN 14 4.4 SE 0 0 20 0 0 0 20 45 20 IOU 0% 3 0 0 a 0 0,0% (3) 3 US OB N/A 0.40 0.40 20/21 5.4 MI %EB USE 360 0 0 0 0 84 84 15.6 58 69.0% 26 0 26 0 26 100.0% 13 N/A 0.00 N/A 23 3.4 MUTT FAM, a 0 0 13 0 0 13 38 13 100.0% 2 0 D 0 0 OP% (2) 0.59 N/A 00] 0.59 25/298/358 10.] SF. 0 0 33 6 0 0 39 0.0 33 85% 6 6 0 0 6 15% 0 TUT5'63 25 N/A a.a 1.14 z9A 0.9 sF 0 a s 0 o a s 55 s laa.a% 1 a 0 0 0 0.0% (1) 0.0 DO DO 00 35A v 6.F 0 a 0 0 0 0 8 SO 0 1000% 1 a 0 0 0 a.0% 0) 0� 1.9 0.0 0.0 00 0.0 TOTAL 46.3 111,351 - S8,029 CASES 126.0 570 PRO ABC 3630 306A 54.0 28.0 19.0 90 56.0 15% ADO 21 0 34.1 10.8 00 0.87 191 % OF TOTAL AFFORDABLE UNITS 27.1% 75D% 0.09. 1 NET BANKED UNITS AVAILABLE 2 LANDSCAPING NOTES: SYMBOL DENOTES EXISTING TREES y) SYMBOL DENOTES PROPOSED TREES SCALE 1" =50' 50 0 50 100 SCALE IN FEET PORTION OF SUMP SSE-1-A7 MARCH MOUNTAIN PROPERTIES, LLC BE 2233 E 309 O.B. 2035 PP. 726-736 (Plot) ZONED RA PRESENT USE - GOLF COURSE CF y/ f 6 O=AO 4A< tVQ LL.. 4z SY J =o OXm � � Q_ O VSO ti��KA W =��QQ F -r d a FU UWR QP 4 / BLOCK ORB i j qp P Q�s s� 42 PA SEN Q TAG 0 too ee OT8 3T. NV i GOBS � 4ST /j / 22' DRAINAG EASEMENT 6 PROPOSED DEVELOPMENT FOR OLD TRAIL VILLAGE NOTES (1) HOUSING EQUAL TO ALLEN PERCENT f15 %) OF THE TOTAL RESIDFNTAL UNITS CONSTRUCTED AT OLD TRAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN WE FORM OF FOR -SAFE CONDOMINIUMS AND TOWNHOUSES AND FOR -RENT CONDOMINIUMS TOWNHOUSES APARTMENTS AND ACCESSORY UNITS. EACH SUBDIN SON PLAT AND SITE PLAN FOR LAND WITHIN THE ODE TRAIL NLLAGE DEVELOPMENT SHALL DESIGNATE T AG RE ATE NU BER OF FLAT LNOR FELTZ SUBJECT DE IG ATE TERMS AND CONDITIONS OF PROFFER p2 OF NA-2004-024. ON PLAT INCORPORATE AFFORDABLE UNITS AS UM OF FIFTEEN IN PROFFER p2 5% ZOF LEE 4 -024, AND THE AGGREGATE E NUMBER OF OUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE ONITS WTHIN EACH SUBDINSION PLAT OR SITE PLAN SHALL CONSTITUTE A MINIMUM OF nF1EEN PERCENT (ISR) OF THE LOTS IN SUCH SUBOIVSON PLAT OR vTE PLAN. (2) MEN BUILT -OUT, ATIEAST Foftm PERCENT (SAM OF THE AFFORDABLE HOUSING DWELLER UNITS SHALL BE FOR -SALE UNITS. 3 WHEN BUILT OUT. NO MORE THAN THIRTY PERCENT 30R OF O ( ) LEE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR-RENT APARTMENTS. 4 MEN BUILT -OUT NO MORE THAN THIRTY PERCENT 30% OF O ( ) THE UNIT HOUSING DWELLING LIMIT MAY BE ACCESSORY UNI1S. "ACCESSORY FILE AR SHALL MEAN ACCESSORY APARTMENTS AS OEFlNEO IN FEE ALBEMARF£ COUNTY CODE CHAPTER 18. SECRON 6.1.34, AND A UNIT WITHIN A 1W0- FAMILY DWEWNG AS A lW0 FAMILY OWEWNG IS DEFINED IN 1HE NRGINIq UNIFORM STATEWIDE BURNING CODE. (5) ERCENTE(15%) MINIMUM FOR SUCH SUED NSICN CREDITS SITE PLAN, SUCH ADDITIONAL AFFORDABLE UMTS MAY BE ALLOCATED TOWARD DESIGNATES AFFORDABLE (15%) Or THE EQUAL UNITS AGGREGATE ON ANY SUBDIN90N FIFTEEN PLAT OR SIDE PLAN. (fi) MERE ARE NO OPEN SPACES AND /OR RECREATION AREAS 1NTHIN THE BOUNDARIES OF US PRELIMINARY PLAT. AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD TRAIL NLLAGE NEIGHBORHOOD MODEL DISTRICT, (7) ON PPE F REE(33E CODE OF ARKS TOTALING FOR OW TRAIL ACRES UAGEOTAL SHALL BE DEVELOPED THROUGHOUT OLD TRAIL VILLAGE. POCKET PARKS SHALL BE DISTRIBUTED THROUGHOUT THE DEVELOPMENT As SPEGRED OF NOTES: I. BLOCK 20/21 CONTAINS 100% AFFORDABLE APARTMENT UNITS BY SULPHUR, HOWEVER BASED ON THE APPROVED CODE OF DEVELOPMENT AND PROFFERS, ONLY 3p% OF THESE UNITS CAN COUNT TOWARD THE AFFORDABLE HOUSING REQUIREMENT 15% ARE USED MUM THIS BLOCK AND AN ADDITONAL 15% ARE BEING BANKED FOR FUTURE DEVELOPMENT REQUIREMENTS WITHIN THE OLDER BLOCKS, THE CHARTS HAVE BEEN UPDATED TO REFLECT THAT ONLY 26 UNITS OF LDE 64 UNITS CAN BE COUMED AS AFFRDABLE UNITS, pND THE O1HER 'AFFOROAB¢" UNRS HAVE BEEN LISTED q5 MARKET RATE UN11S. 2 BLOCK 3C CONTAINS 13 AFFORDABLE APARTMENT UNITS BY OEFINIRON. 0 H ON& 1 BASED ON ME APPROVED CODE FUTURE EVELO M ENi AND REMENTS ONLY ILE OF THESE CHITS E COULD TOWARD THE DATED TBL£ HOUSNG FLAT ONLY 8 15% ARE USED WITHIN THIS BLOCK ANT AN S AFFORDA 15% ARE BEING BANKED FOR FFORDA DEVELOPMENT E BEEN LISTED MS MEN THE ORATE BLOCKS. ME CHARTS HgVE BEEN UPDATED TO REFLECT THAT ONLY 8 UNITS OF THE 13 N15 CAN BE COUNTED AS AFFORDABLE UNITS, AND ME OTHER "AFFORDABLE UNIDO HAVE BEEN LIAEO AS MARKET RAZE UNITS. e YGERIAB.E VEDTH LO E E MT/ FEUX UBIDJE11 IRIU"d hOhd OF PILL / D.B. 2886 Up " F4-135 \ 10 RIF 4AOP V BSEED POPE P M& MIT LMT.] ED iATVCDN OFF E84 THRQ ULDoEH UTCOMISTRIJUVVOON 2C F0 ' E D B 30 2586 pp 13A TA " V / �/ \ F/ / Up W �0 6T One e G. a WTTH SIGHT IS T IS ANCE FSMT 1 r 4 aelwlm` n (f Wanprvs LF P ?A OJ ] \\ i TI OPEN \ , ? � O� � � SPACE 1 \ NEA BLOCK 27 I�ft \CAR �ARM \AR V � � ARM y�cF AR �y FUTDGUEG HILLOCK 7 THREE MULCF DECIDUOUS TREE PLANTING DETAIL GALVANIZ02-ST" GUY WI HARDWOOD STAKES M 8 MIN iB (MIN 6 MIN SHRUB PLANTING DETAIL A REMOVE BURLAP FROM TOP 1/3 OF BALL EARTH BERM AROUND BED )DED (HARDWOOD MULCH 3" DEPTH) N O LU L ° 2' W2o M "N 0 N A¢ f"'1 OL Or ¢ 0 OL 0 0:W 0b 2 C) aZa OU >o C/1 J a 2 -.1 z 2 ON w� °Q kw O Q� O ZO OCM rI� YYWCII �p 0 117 -1" N W(D °pf� y Lu � � W2 °R J Lu ZQ W WW 2°j QN m W 2 O � Lu %a REVISIONS June 06, 2014 PER COUNTY COMMENTS July 29, 2014 Comments August 20,2014 Comments Oct. 10, 2014 Commence GATE II�Jampary 31, 2014 EScale 1 CONTOURIMERVAL` 2 Fool FME NUMBER 8053 J SHEET 21 W 22 W OM Z gcm g z `- _106 d S JN ZI Q 8! F�V 00 off' om g� FME NUMBER 8053 J SHEET 21 W 22 POP 3 <O, 1 DOHTON OF Th1P 55E-1 -/ MARCH MOUNTAIN PROPERIDES. LLC D R. 2239 P. MEN HE. 2035 pp. 725 -136 Iplot) � `ns J ( O' 3` W, 4 y ARP All Ls. / � t�P AN AGE aA ;/ /f EX IS' 6 P /r' F Dr RARE UK 4 E4 pti cv Solo BLOCK 29B Zoo OPEN SPACE J 2T,, / / 14 L AT 15 16 17 � I � 18 '� I � 19 / / o r` 0J t �b V �C2y�b 3 O\ ? O2 p UPI SPACE 2541 s.f. 2 OO� �2 y 2 LT 2 III G 6 10 21 I a PNO Rh Hh OU� hbFG FUTURE STORM �j -SINCE PIPE D �A!'yly P i V 0 b \ CC: ch h / v _4UE ��✓ hl o\ m, \ Vl 1 vP\ / J �� /� ✓�% //I f BLOCK 1 MP 55E -1-C DLO TRAIL VILTA6p cE Ell MARCH MOUNTAIN PRO PER l A E B 6595 444 A63 SEAL INLETS WATERH RT VN ➢L FUTURE STORM SERER S INSTRLLEO k OPERA90NAL ` ZONED NM0. AL UNIT' PRESENT USE - MI %ED R \` RESDENIIAL OE PAP E, i IRS \`S` A A A VAST *' G: ✓ .z i XO IN b \ \ N` \I s ✓ All 4v ,!f v ✓ / \.\ P � v 4� Albemarle Trail Standards P' HATCH DENOTES LOCATION OF TRAIL, BLOCK 29B 1.) CLASS A- TYPE1, LOW MAINTENANCE PEDESTRIAN PATH 2.) 2" ASPHALT OVER 4° AGGREGATE BASE RAI 1) 5' WIDE SURFACE PORTION OF TMP 55E -1 4) 10% MAXIMUM LONGITUDINAL GRADE, 2% MAXIMUM CROSS -SLOPE MARCH MOUNTAIN PROPERTES, LEE E B. 2253 p. 359 DP 2035 to 126 -136 (plot) \mo ` ZONED. END '.... ZMA 04-024 PARKING PARKING REQUIRED 22 SINGLE FAMILY DETACHED AN 2 SPACES PER UNIT FOR 2+ BEDROOM DWELLING = 44 SPACES REQUIRED `4 10 SINGLE FAMILY DUPLEXES IS 2 SPACES PER UNIT = 23 SPACES REQUIRED (PLUS i GUEST SPACE PER EVERY FOUR DUPLEX UNITS) 11 TI TOTAL SPACES REQUIRED = 67 SPACES REQUIRED PARKING PROVIDED tz ° NUMBER OF PARKING SPACES PROVIDED ON THE LOTS = 61 GARAGE SPACES AND 52 DRIVEWAY SPACES NUMBER OF PARKING SPACES PROVIDED ON– STREET = 8 SPACES TOTAL SPACES PROVIDED = 127 SPACES r NOTE: ALL SINGLE FAMILY DWELLINGS SHALL PROVIDE 2 OFFSHE PARKING SPACES o � ADDNTIONAL SPACES ARE PROVIDED UTILIZING INTERMITTENT ON– STREET PARKING it 4NEMyTn 0y. It SE IS Christopher C. Mulligan 2 44 03 72 4o �- T n will All Y l �- �'� B/nar ,3 SCALE 1 =50 50 0 50 100 SCALE IN FEET x C. N Q QW 2Ud U 2 00 -oO O g az w? Z O`4 w¢ R OQ lo cc Lt7 � 20 0$ < oQ o VR.�.4 IZ Vii y 01 WO O, (n a? w IS z IE �IS QQ �n ZNEW — 0 a �W Z CW REVISIONS Oct. 10, 2014 Comments j DATE 1 Sep I i Ell le 1• —so' CONTOLIR IMERVAL 2 FOOT F m 2 (7 M V s gN Z3 co J oZf Y p JN a Y 3: HO � pJ a Om z J R NUMBER 8053 IL =Of