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HomeMy WebLinkAboutSUB201400196 Plan - Approved Road Plan and Comps. 2015-12-07SITE DATA 6 2 DWELLING UNITS PER ACRE OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES PLC CONTACT GAVE BROCKMAN WHILE HALL MAGISTERIAL DISTRICT 1005 HEATHERCRCFT CIRCLE, SUITE 100 OLD TRAIL VILLAGE WATERSHED CROZET VA, 22912 CELL: (702) - 985 -90BB LOUISA AERIAL SURVEYS, AUGUST 2012 DATUM'. dor.ColdHmllolllogo.4om PLAN PREPARED: ROUDABUSH, GALE, k ASSOCIATES FLOODPLAIN THIS PROJECT 15 NOT LOCATED WITHIN FLOODPLAIN 914 MONTCELLO ROAD LIMITS AS SHOWN ON FOODS INSURANCE RATE MAP VA DEPARTMENIP OF 11PANSPOFMATION CHARLOTTESVILLE VA U902 EFFECTIVE DATE: FEBRUARY 4, 2005, (43M-977-0205 PHASE I EROSION CONTROL PROVIDED BY TIE EXISTING TAX MAP PARCEL No: A PORTION OF 055ED- 0I -00-000Al JH� ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS LANDSCAPING . OF ZMA -04 -024 APPROVED ON SEPTEMBER 14, 2005 W USE 18 SINGLE FAMILY DETACHED UNITS ALL PROPOSED TIGHTEN WIT NOT EXCEED 8,000 LUMENS. BUILDING HBCHT: NOT TO EXCEED 25 STORIES FOR SINGLE FAMILY USE WE STREAM BUFFEMS) SETBACKS'. COUNT WE ALBEMARLE COUNTS WATER PROJECT UN ORDINANCE THIS SITE IS NOT LOCATED FRONT SIDE REAR ITS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR to' 7.5' 15' AN APPLICATION HAS BEEN SUBMITTED FOR A WAIVER MODIFICATION TO REDUCE THE SIDE SETBACK FROM 75' r0 5', TO REDUCE THE FRONT SETBACK FROM 10' TO 5, AND TO REDUCE THE REAR SETBACK FROM 15' r0 5. AREA SUMMARIES: LOU 13 Ac, OPEN SPACE ON Ac, RIGHT OF WAY 1.0 A<. PRIVATE ALLEY D2 Ac. GROSS RESIDENTIAL 6 2 DWELLING UNITS PER ACRE DENSITY'. MAGISTERIAL DISTRICT WHILE HALL MAGISTERIAL DISTRICT DRAINAGE DISTRICT'. LICKINGHOT CREEK WATERSHED LICKINGHCLE CREEK TOPOGRAPHY: LOUISA AERIAL SURVEYS, AUGUST 2012 DATUM'. VERTICAL - NAVE 88, HORIZONTAL - HAD 83 CRITCAL SLOPES NO CRITICAL SLOPES EXIST WITHIN ME PROJECT TIERS. FLOODPLAIN THIS PROJECT 15 NOT LOCATED WITHIN FLOODPLAIN W LIMITS AS SHOWN ON FOODS INSURANCE RATE MAP VA DEPARTMENIP OF 11PANSPOFMATION COMMMUN17 PANEL NUMBER 510006 0237 A EFFECTIVE DATE: FEBRUARY 4, 2005, EROSION CONTROL PHASE I EROSION CONTROL PROVIDED BY TIE EXISTING SEDIMENT BASIN CONSTRUCTED WITH BLOCK 11 AND JH� EXPANDED Wri BLOCK 14. STORMWATER: ORIGINAL SCUM 610- RETENTON POND, BLOCK 14, MY 2012 -0013 LANDSCAPING . SEE LANDSCAPING PUN FOR PLANTINGS SCHEDULE AND SPECIFCATONS NOTES W AND DETAILS NOTING'. ALL PROPOSED TIGHTEN WIT NOT EXCEED 8,000 LUMENS. NO EVIDENCE OF A BURIAL SIZE WAS FOUND ON ITS PORTION OF PARCEL At WE STREAM BUFFEMS) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE TRIM COUNT WE ALBEMARLE COUNTS WATER PROJECT UN ORDINANCE THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL- FORESTAL DISTRICT. ITS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR ACSA GENERAL WATER & SEWER CONDITIONS 1, WORK SHALL BE SUBJECT TO INSPECTOR BY ALBEMARLE COUNTY SERVICE AUTHORITY (ASCA) INSPECTORS. ME CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF ME WORK. 2 THE LOCATION OF EXISTING UTILITIES ACROSS TEE LINE OF ME PROPOSED WORK ARE NOT NECESSARILY SHOVED ON ME PLANS AND MERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITATVE LOCATE ALL UNDERGROUND LINES AND SIRUCNRES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY TRIM ME CURRENT EDITION OF ME GENERAL WATER AND SEAT CONSTRUCTION SPECIFICATIONS AS ADOPTED BY ME ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATONAL GEGOETC SURVEY. 5. ME CONTRACTOR SHALL BE RESPONSIBLE FOR COUPLING 'MISS UTINTY (1 -BOG- 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET CF COVER MEASURED FROM THE TOP OF PIPE, OVER ME CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS, AND WATER LINES, ETC, 7. ALL WATER AND SERER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8, VALVES ON DEADEND LINES SHALL BE HOMES TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING FUTURE EXTENSION OF THE LINE. 9, TREES ARE NOT PERMITTED IN ME ANNA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ME NO-LEAD REGULATOR REGARDING BRASS FILINGS, EFFECTIVE JANUARY 04, 2014 (SENATE BILL 3874, WHICH MODIFIES THE SAFE DRINKING WATER ACT). MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: INSTALLATION OF ANY ENCLOSED DRAINAGE SEATTLE BEFORE IT 15 COVERED. INSTALLATON OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN M F E RIGHT-OF BEFORE BEING COVERED. ITT CONSTRUCTION OF ME CUTS AND FILLS, INCLUDING FIRED DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. A FINAL PAVEMENT DESIGN. BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. PLACEMENT OF BASE MATERIALS TOR COURSES, STONE DEPTHS CONSISTENT MIT ME APPROVED PAVEMENT DESIGN PRIM TO PLACEMENT OF ME PAVING COURSE OR COURSES FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND ME PLACEMENT OF A PAVING COURSE AS SOON AS CREW A£. V. EE CONUCTCN OF PAVEMENT. LE FOR OEPM nrvC I A MI IMUM OF ONCOMPLETION As PART OF ME FINAL INSPECTION PH ES F CONSTRUCTION IS RESPONSIBLE SCHEDULE FOR COSPECTOR VDOT A MINIMUM OF IONf WEEK PRIOR i0 EACH OF ME ABOVE HASES OF COF THE CONE Aa OR TOUSC AN INSPECTION. OIL FAILURE ON OF CONTACTOR TO SCHEDULE MESS INSPECTIONS WILL E FIRE STAFF AIN TESTED OF ME ROADS AT THE DISCRETION O.' PONT OR MAY LEAD i0 ME ROADS NOT BEING ELIGIBLE FOR STALE MAINffNANCE. O LID TRAI L VI LLAG E BLOCK 15 PHASE 1 & PHASE 2 ROAD & UTILITY PLAN VICINITY MAP SCALE: 10 =1000 FEET WWJE'W" e @QNyTx OF 42.P i 5 I 2 SHEET INDEX w D a HI z er ul�"> ('ID—Iz xpan5lent y+- SHEET 1 - - - - - -- -COVER SHEET Sal __1L Z L -_ cn' LC ar c. MuWg a & IX. CONDITIONS PLAN °`e SHEET 2 -- - SOILS DEMOLITION MJ� �oNAL SHEET 3 -- - - - - -- SITE PLAN SHEET 4 --------UTILITY PLAN GRADING NOTES SHEET 5 -- - - - - -- UTILITY PLAN SPEOiMC TONS STAGENQUEDN ET HEAMATERIALO AND TCOASTRUCT ON THE OFITSR PROJECTF TRANSPORTATION SHEET 6 -- - - - - -- UTILITY PLAN 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, Ir SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY MIT SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. SHEET 7 -- - - - - -- GRADING PLAN 3. ALL GROWTH OF TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. SHEET 8 - - - - - - - GRADING PLAN 4. ALL VEGETATON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO ME CONSTRUCTOR OF THE SEAGRAM SHEET 9 -- - - - - -- GRADING PLAN SHEET 10 - - - - -- DRAINAGE AREA MAP SHEET 11 - - - -- ROAD & UTILITY PROFILES SHEET 12 - - - -- STORM & UTILITY PROFILES SHEET 13 - - - - -- STORM & UTILITY PROFILES SHEET 14 - - - - - -- TYPICAL SECTION, NOTES & DETAILS SHEET 15 - - - - - -- CONSTRUCTION NOTES & DETAILS SHEET 18 - - - - -- LANDSCAPING PLAN SHEET 17 - - - - -- LANDSCAPING NOTES & DETAILS APPROVALS DATE DEPARTMENT OF COMMUNRY DEVELOPMENT PLANNING /ZONNNG L ENGINEERING INSPECRONS ARCHI'ECTUAL IffVIEW BOARD OIL FIRE RESCUE 0 O ALBEMARLE COUNTY SERVICE AUDIOPoI V W Q - > VA DEPARTMENIP OF 11PANSPOFMATION ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 1, PRIOR TO ANY ANY EXISTING PUBLIC RIGHT OF WAY INCLUDING CONNECTION ED ANY EXISTING P R CGNSBE OBTAINED WITHAL A MAY A PERMIT EYALL BE OBTAINED E MOM I THE VIRGINIA EPERMIT. W OF TRANSPORTATION (SOOT), THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT WE REQUIREMENTS OF WE PERMIT. WHERE ANY DISCREPANCIES OCCUR WE REQUIREMENTS OF THE PERMIT SHALL 60VERN. 2. CONSTRUCTION INSPECTOR OF ALL PROPOSED ROADS "MIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY WE CONTRACTOR MUST NOT M' THE DEPARTMENT OF ENGINEERING (296 -5861) 40 HOURS IN ADVANCE of THE START OF CONSTRUCTION, 3, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFIRM TO CURRENT SPECIFICATIONS AND STANDARDS OF SENT. ALL EXCAVATION FINS UNJERGROUNO PIPE INSTALLATION MUST COMPLY WIIH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 SIR PART 1926) 4 EROSION ANU SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTED. 5, UPON COMPLETION OF FINE GRADING AND PREPARATION OF TIE ROAMED SUBGRADE THE CONTRACTOR SHALL HANK CRY TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY, IP A STAGNATE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A FETUSES PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. G ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED , SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE 5 21 (HORIZONTAL'. VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4'.I OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGH7-0FWAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTS ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY TINE OR A NATURAL WATERCOURSE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WALL BE FIELD CEREBRAL AT THE THE OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING OR THE DIRECTOR'S DESIGNEE, R IS DEEMED NECESSARY. WEN GUARDRAIL 15 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. 9, WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VAST CC -9 (A, 0 OR C) 10, WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED r0 STABILIZE A DRAINAGE CHANNEL MEN, IN BUD OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12 A MINIMUM CLEAR ZONE OF NONE (B) FEET FROM THE EDGE OF PAVEMENT' SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. 13. COMPLIANCE WIFE THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON WE TYPICAL PAVEMENT SECTION DETAIL., SHALL BE STRICTLY ADHERED TO EXCEPTONS WILL NOT BE ALLOWED. 14, UPON COMPLETION OF THE ROADWAY CONSTRUCTOR, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO 'ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS "_ LEE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF SIGNS UNTIL READS HAVE BEEN ACCEPTED. 15, ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBOINSION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, MEN APPROVAL OF THESE PLANS SHALL BE NULL AND Sol 16 TRAFFIC CONTROL OR OTHER REGULATORY SIGNS AND BARRICADES SHALL BE INSTALLED BY ME DEVELOPER WHEN, IN ME OPTION OF THE DIRECTOR OF ENGINEERING, OR WE DIRECTOR'S DESIGNEE, TREY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH 'ME VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTOR INSPECTION OF ALL PROPOSED ROADS OUR THE DEVELOPMENT WILL BE MADE BY THE COUNTS ME CCNTRACOR MUST NOTFY Mc DEPARTMENT OF COMMUNITY DEVELOPMEM(295-5632) 46 HOURS IN ADVANCE OF ME START OF CONSTRUCTION. 2, UPON COMPLETION OF FINE GRADING AND PREPARATION OF ME ROADBED SUBGRADE, ME CONTRACTOR SHALL HAVE CM TESTS PERFORMED ON THE STOCKADE SOIL THREE (3) COPIES OF ME TEST RESULTS SHALL BE SUBMITTED TO ME COUNTY AND TO VDOT IF A SUBGRADE SOIL CBR OF 10 NO GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT' DESIGN SHALL BE MADE BY ME DESIGN ENGINEER AND SUBMITTED WITH WE FEET RESULTS FOR APPROVAL 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN ME PUBLIC RIGHT OF WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY ME COUNTY ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE ENO TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTED. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN MEN, IN ME OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (A) FEET OFFSET FROM ME EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET 5. WHERE URBAN CROSS SEDUCES ARE INSTALLED. ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO SPOT CG -9(A, R OR C), 6. WERE RURAL GROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO WOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT MYTHE SHOULDER WIDTH AND DITCH SECTIONS AS SHOWN ON THE TYPICAL PAVEMENT SECTOR DETAIL SMALL BE STRICTLY ADHERED TO A ROAD PLAN APPROVAL FOR WBDMSION515 SUBJECT TO FINAL SUBOINSION PUT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATICN THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID, 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM INN ME VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND ME ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY PIE DEVELOPER WHEN, IN THE OPINION DF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. WE SPEED LIMITS TO BE PCSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW ME DESIGN SPEED, OR AS DETERMINED BY VAST FOR PUBLIC ROADS. 12. DUCT STANDARD CC-1 OR CD-2 CROSS KNOWS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON ME ROAD PRORLES. 11 A VIDEO CAMERA INSPECTOR IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE 10 VDOT OR COUNTY REDESIGNS THE VIDEO INSPECTOR SHALL BE CONDUCTED IN ACCORDANCE TRIM SCOTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A WOT OR COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM ME VIRGINIA DEPARTMENT OF TRANSPORTATION (SOOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT ME REQUIREMENTS OF ME PERMIT WHERE ANY DISCREPANCIES OCCUR ME REQUIREMENT OF THE PERMIT SHALL GOVERN. PLOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF ME START OF CCNSTRUCTCN. 2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF MOT UNLESS OTHERWISE NOTED 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WE THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OMER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 HORIZONTAL: MEDICAL. WHERE REASONABLY OBTAINABLE LESSERSLOPES OF 3:1 OR BETTER ARE Ta BE ACHIEVED. 6, EASED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN ME OPINION OF COUNTY ENGINEER OR BESPOKE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A ORAINACE CHANNEL. 7. TOPIC CONTROL SIGNS SHALL CONFORM TO ME VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL WOODS. B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS ILL 9. ALL EXCAVATION TOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WILL OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 SIR PART 1926), ID, NSIBWTY OF ALL MECHANICAL EQUIPMENT FROM ME ENTRANCE CORRIDOR SHALL BE ELIMINATED. <68 � U S Z 2 o a m Fa a= 0 Z � 01 6 0 BOB 0 Z of) WO I y u2 �? 2 ON �NU� Q UQ F11,I Q Q 6 ui 2U vm QQ p Om aW ma au Z do In- woo O> o II IL u O � W Q. OU 2�ce n Qa �d V W 2 0 0 Lu a REVISIONS JIMIy 30,2014 NI 14,n2014 Wmme Dec. 03, 2014 COMMENTS Dec. 11, 2014 COMMENTS Dec. 1, 2015 COMMENTS DATE May 9 2014 J� L� ' FILE NUMBER 8053 SHEET I 1/17 J 1 L Z T Y Q OIL W 0 O W Q - > J 0] ] z JH� 0 < 0 W FT 0 OW O DO DO O0U ' FILE NUMBER 8053 SHEET I 1/17 J 1 BLOCK 14 P �\ a E A 'PROVED PLAN DR B Os'K 1H) TOP =68024 20PUBLI j I ___ -I_ __ - - -_- 680 - -BLOCK! r , 11; GRATE =67971 cesn .,E q� - ` . �, > S, / - "68 INV. 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IN)- 663.74�� IS INV�IN)- 6661.04 3" re �lA RPLUG �- FILENUMBER - ... _. EX. 12 T S & VALVE I % / / 1 __ - - 12)' PLUG 10 �-. 12 - YYY - _ 8053 6 IF _ TMP -JJE ( H s' r�5J� ' EXISTING DIVERSION DITCH/DIKE �T I."_� y COUNTY OF ALBEMARLE SEE OLD TRAIL BLOCK 14 A \MARCH MOUNTAIN PROPERTIES LC_, a� D 3D / STORMWATER MANAGEMENT PLAN D.B. 4M /FA BLD N v �X7ST DATED MARCH 2Q 2013 ` Pp �, CUBED & PLAT) D.& 9a 685 693 P A y ( <o 60 6 C SHEEP _ 4 6 / D.B. 3798 PPiOp1 OQ9PL47 r'x JC fpM 2117 i "� _ I CXK 11 II a-I 7 377 -388 = 1 1 2CEL00 - ,.,,. DRAINAGE. FSM T. �/ �� — _ .I �1 t�44444at• J' c v ee A'AO V - " -� 1 I ��i7 14 +D8 GLENN VALLEY DR. T�— 10 +00 CLAREMONT LN. ) ,I —EX. ANITARY TMP J SPACE EASEMENT MARCH MOUNT I qq —Al 5E —I AIT IN PROPERTIES LC 2 A� _ {<✓.L � N o �� U ^W Ny � IA � I, EARIABLE WIFTh —� - DE ANA E IFNT T TL - / \ - I 6 325' p. 377 D.B. 4215 OI — D. 4195 PP �. n -wI -� 70� - --�JJ D.B. 3798 pp po 254 -261 PLAT 1 685 -693 PLAT (EE t,PPPOVFp 001 -009 LAT))) to BLO K 14 , — LOCK ', L) PLA JS OR 6 �Ex:,.INC 22 an sropn D Mulligan �� 2 2M o 0 Z �� �°i �° �� - �V�� jTv �c� I... II �p II I. �� .« rcm aCi 2 OU w.o IGry 1o�oP�R S)� - - - \- - n� -__ _ R L, a ERtw CF F.. iI -I -- 36 a2 w z_ J pN _ F g 5 Existing ' /'`�F Stop Slg\ (Z. FS _ _ _ -� 1y 1. -��- FCC Q 2 IBM NQ rw xleting.. S6 AIX GLEN—- - �iLE1V �j/� - _ �..� ,�/� ��� EI(ST 14;J 9mP 819nVA �G — I x r R� \r' \EX.3)� lEX.S ' - -- _ — -'�'— �,,. Co, � ;�; _ TOla -- Ex �_- _ CuRt3 &CJ'T_R _ EX i� o (ST -16) 11, -48 - �— EE — .... REST A _ Rio —�� l}J� __— —r _ L �� N \ - \ (5 �Z w slcN, t I - _ I -- - = �— — to 0" EX f 1> i — __ - - o> w - m �2 -(EX 34�� '. I � I / i � W aw 2°' T J4 �. OA 'A ,;KL Qh Mw °' I, 1; SI`EA'i lv7r I� A 36' HC :. I,I , >— _ �, °- - 38 Fj - F<Q74 E EI sEnl- w 2 0 �. Fr20:. .� sl �' >, 6, I I'- _ I° - I EXS IK - - ENR ^ Ip '•r AN TING 4ARI LLE CARIH \ E q �77Fro�pF OC AIr ,R'E iIT xiatig X ��:� �_ Std S it ` /'!`l �EWAY� I� I �1 \ �� I- Im Istop Sign Limit �n I fl r l 1 Z i 3 4 5 I 1 eel (Ex. ti f REVISIONS II .� - _ _ .: II �.� 61 5 o.B L I ' o Typ 2Q SAN. SEWER I 5' TRANS 1RANSIlION I aouTDP -cc -e I 6 , $ D L '�. �: JUI 30 2014 Y -,Std R -1 EASEMENT VAR. WIDTH TREE DETAIL) I�i,� TYP V `"II _ STREET SIGN Nov. 14,2014 top Sign _ PRIVATE DRAINAGE VAR. WIDTH SAN. �� I ESMT '- St'd Speed $ - Y. '' SIDLNALK comments Dec. 03, 2014 II- -----, I. pD 1� s' ROLL TOP I A I w III ,1 I, ITION� I I G� I I ', SEWER EASEM� I h I Li SI n I� � g _ - I� N co ° oIDEWA PRO 5' LK COMMENTS �� I TREE �, \ CG F ) - -- I N f Dec. NF 014 I I' F' I �? 12 _ I TYP -- ns� �a a SEWER - rl °a - -___ _- - OO �_ EASEMENTS 1_aa' - it /�� �v I PC Q _ O� — T _ - f A 9 V ',F 6th _ __ N - 12 6 9787 - _�____ — RCYLL 0 R P �a YI'REET SIGN s L - I.J— E o Ir —_ -- ___ n II E _ or 7 11 00 Lu DATE - -E - . __ _ STREET SIGN vr� �OUFF M NT I A FK. ✓A."�E 0 4q�-- - - VD �V ��� � I NO�V�� �� �3 May 9. 2016 _ Im PRIVAh "N - %ol I � = 0� D SAN. SEWER ESMT. IT VAR. WIDTH PRIVATEI VAR. WIDTH CG 12 I ° "CEI DRAINAGE ESMT. p24 kC4 C il,:, I I I U� 1 I e i -___ � I � I - I -. o:. * _ Co a AA\�� rl r ITYP 12 g;), : T- 0 sc/LLE _� p' 20' ASEMENT w TYP. w r,�l,� �� I I L lLK i �- �e - f ,I q1Y D� 1� = ? 5' TRANSITION Z I \ I 3. 56 v I "' I I ROILTOP CG 6 < ✓y. _ qN W z Cl Liw 1O fl. I DETAIL) d R -1 �I W �� w aD 11 I 12 13 14 �" I - y Stop sign rs I' PNl Ce Q m 11 i9� I VAR 'WIDTH PRIV.- �� 1 �� W > 1 I*° I� I I •i ,i I`� -: 15 `" 16 D AINAGE ESMT. 4,�� I � DO� TEL I ���I,� ��� I I I I, 0J y LD LL ��+ .- o I X11 �I� II st'd Speed A "i Is,.' �- Iwo i- w W ��SI 1` Limit Sin I I 10 ��. ISO o `°� LL W �' `. I''. v. I j VAR. WIDTH PRIVATE I 'Street Sign I I g I 'I,'' No Parkin - �" 5 Er: C>� `• �I r DRAINAGE ESMT' I __� _ J - - -__ -- J Street Slgn I I S --� r �. Y Q STREET SIGNS `- Ts _ HE D _ -__ _ _ - i A. __ _,' I ELL °� Std Speed', I�.,SAR. .. � 112 F00 j � Q T� -- 3 i f WIDTH PRIVATE St'd R 1 Siop Slgn �Gi 2 _ _ - T'I,Py - CG _5 -�- - ? - -Limn Slgn DRAINAGE ESMT 9 -� SPd R -1 I �t� Ih Q� SPd Speed J m z - -- 0280 HSD pp ®®�����--++®® wall -- -- �I stop sign, { Limit Sign �C� FE INA Ali HAD DO _,___280' _. D3" - a CG 12 II 1 I. o� — - IG 97�TYP —_ - —_ _ E. 6 - - -- _ _ ^� _ I IIIPI �_ Vol - g `OL-411 1 1815.3' R - �- _ - T - _ - - � � _ P � Q �- -. LLL .. _ _ 12 C6'll� I � TOP. __ � \ SPd Speed 3 -- � BARRICADE L' I ' _ - Gmit 'S- oI Sign O � _ L C-0NSRIiCfBN G; w�z D-' 'n - STREET SIGN END In. 1A ME al� PeIQ rJOTes. dl I FUTURE NIT- 1. DIMENSIONS ARE TO FACE OF CURB. ARC LENGTHS SHOWN ARE DEVELOPMENT I -� �`� I m AREA C, Ce ^� W pUTURE a Q PRIVATE PpgLIC ROW no TO DESIGNATE THE RIGHT -0E- WAY &CL DIMENSIONS. OIEM 2. 2CAR- DETACHED GARAGES ARE LOCATED ON THESE LOTS , AND �II L� KIW TMP 55E-1-Al I OOI� ABOVE. HAVE AFFORDABLE RENTAL UNITS FOR RENT LOCATED I ROW 00 ABOVE. MARCH MOUNTAIN PROPER IES LC ((�[[�� TI,�I, L,hr q L� MP 55E —I —II COUNTY OF ALB EMARLE '. D.B. 3955 pp. 1 -10 '(��'� \J� \�� SS Qi S C\ I ypGR�r, RJ \ J 4 � _ FILE NUMBER 8053 ^ Q > Q'U 3. OFF-STREET SURFACE PARKING WILL ALSO B6 PROVIDED THESE LOTS. ON D, B. �%21S pp, ZJ�2{ —L61 FLGT D.B. T / / vDEm ee! PLATS FiNrp \� sWa LIP Q0s D2 SIN 4. PROVIDE RESIDENTIAL ENTRANCE CG98 FOR EACH LOT 4195 pp. B8rB.93 PLA I V.+ ACCESS D,2, QQ1 P�Ar a Vll(V LOCATED IN GG6 ROLLTOP ENTRANCE TO ,3798 pP, —QQJ \1 ' Q APRONS BE I I kC0 \`) , /� In + COORDINATED& APPROVED BY COUNTY ENGINEER SCALE I 20' C fJIN 5. SURETY BONDS SHALL BE COORDINATED WITH CONSTRUCTION 20 10 0 20 40 I I I TO �`�-y SHEET PHASING.IPH. I INCLUDES ALL SEWER & WATER IMPROVEMENTS) T' 6. INSTALL VDOT BARRICADES TO PRECLUDE POTENTIAL PUBLIC SI m PEET II I ^ III` 3 17 — ACCESS BETWEEN CONSTRUCTION PHASES. SEE BLOCK 12 PLANS T I111I 14 +08 GLENNI LEYN R - 1 TOP =67820 Nm EX 20 FANITARY - 1 - I 10 +00 CLAREM ONT LN INV. 66735 mx SEW C I-IVT �/ I _ INV. ) 6615 m D.E_ �2E, P" 177 B O K 14 U Oltl ��i"� -- � �i O DRAINAGE EASEMEIT \ SCC ,I F'i __ �, I ( ROVFD PLA I+ FOR BLOCK 14, T f A _ __ I _ ex %� V 0 61 �_ __ - FIT �u A �IQf x N<m \! _ _f - -� O�) GP ,� PP EX 8 DI W L — _ - -- 2C P(IBII ��� �� �y a� z-V, -_ 78 GV )� --� — _ _ _ - -� DRXTING ESI. �) 4 O r _ — A�R)GH - - _- �^- _-- EYh II✓ Wi T. RL VF - I III - "Xe GRO � -. - 2' ¢ SOU >o EX 12 x12'X12 �— _ __ I w �z V — 17Fi��7 RNE (ST ia�1 ,5 xoo P — _ __- 6 X� L � - -- I RSV �� - - , =' �I� Q QIa rw — —_ - — NG LxISFFIT J!iN�Z _ EX.3) -- — — - _ -- I _-- A �— n, p a' a __ \ia� _ _ Ex.a'xa ceoss 1 A � V �ST'16, .. - �G TOP =szz 56 88 Et - - - - -- _� -- _ E �_ - ;.-sa� '. �'� I I j INV.(OUT8866fi868 ___ -_ _ '__ �_� ABANDON E IST� Df V r ,-.. aE al ., _- _ (EX 3� TY?�- �xa �`� yD O tll WZ _ � STUB JNOT ILL BLIND F� � ) OVE XI$T.. 8 VALVE E I .1 —_ _ A� A /1- w� rA 41 4Z oR -L PRO 12' GATE VALVE x ,FF I ftEiURN -G �0 THE AGSW 3 c mV mV 8 L MNII D> -4 CONNE T TO EX. 12 ". W /4I;I I', "' 1 BY -PASS PUMP ABOUND W A 2" 45' BEND �', 3 1 .� '' 1 I TO BE PR VIDEO -'� � I EXISTIII -� \L hW E 1 N 10 I �, I ',DURING INSTALLATION A PROP. IDLE I '�� A� STA +53.12 1 �',' T.,f 4" TAP & SA CONNECTION FAPARLF DTH y �'gEEN ',OF PROPOSED SIL FR M �,I - ) 4" SDR 35 SEW TE{2ALS I DRAINAGE E7viL' '�, �, <Fy PE "145 BEND IM.H. F TO EX. MA 0 )I0 -5 1 - - z �2 2 S z 2q' SAN SEWER 14i G I �'? T 0 , V I I 1p�0 VAR. WIDTH N-A� MENT � � Ps i � I I PRIVATE DRAINA E / / �-+.. Q�w REVISIONS Ii 4� q VAR WoTH sAN { I I /� oz> ESMT. �I mgw° July 302014 �'V I SEWER EASEMEry4 -� /� 1■ I I I 9 /6J6� G PHA 11N(SLUDES'I 1 ,.> Pia, I A AN DON & o I ...�._ _ w'oo� I �I R I' �:� ✓ a�w� I REP CE 121 MAIN f WIDTH SAN / =�o� Nov. is 2D1a 103,2 oec. oa, zola ii1 _ _ ., SEWER EASEMENT, I aOMMCrvs _ r I t - � �_ _ S PYGo S L e Block 12 .Site Plan 8- / /�L G oec. n. zola cOMMeNrs )9l! DI 5A /t1 Seek 1-23 Ite?' � L -_ _ 9 SL -6f S ,. .. .467 2W' - .� - +00 sc°�oN P n -Fsee 12 e OOURI MJONT- �'' 83:P SgMITgR Dn'r� —,, I. �I N _ �,_ �',. J� Ila Cons: bf S�U _. � �I �m r - � ,� , _ _ - _ - � CIA x ip �� VAR. WIDTH PRIVATE -- X, w ) - - _ - -� ` _ - ED PORTION OF P ASE 7 `� NT `� �'. 20 SAN. SEWER oRAWAGE ESMT' /HA - _ = , iz u;� vAR. WIDTH PRIVATEI I �M G & ��� - DRAINAGE ESMT. N y!� INCLUDES ABAN _ V` EASEMENT ` CPHA �E May 9, 2014 __ 1 �q _ ( P _ - ab. �P� w \ z 1 _ " _ E 1 SEWER FROWI HFTO a I MH )� Z u / II �� HIALL BE REMI O VI FFF T THE + I ,:COMP W ION OF PHASE O OZ rs 41 4Q m >` 1 m �I 1 I ) �6. SEWER �m 12 13 �14 I ) 1 _ 00 g w ��� � 1� 11 11 �� �; z Q a a .PEE HATCHED g IQN OF PHASE ',1 �� j VdR. !WIDTH PRIV.' �\ 51 Cry �', CONTOUR INrENVnL 1 D LL �JJ >_ 4 I ONLY INCLUp66666S'ABANDONING', &I '.� I I 16 D AINAGE ESMT. .J ° �' �, z� � a: qq/E ��� pHA'E p REPLACING 121 WATER MAIN. I 'I I 'I TEMP 20' SAN 1 �� '� � I 1 S 'i I �i� � � i �° III DOES NOT II�OLIJIDE STORMWATE R` SEWER ESMT\ Fri 2 Feet a� 1 o •� w Q o /max: �� e - o om 7' INLET /PIPE O,R .gVEMENT CONS RUCTION. w I �� e �' _ _ �� +lo+)�)M� I. �� vii' I -� `�j w� W �� �I� I:, 18 LE W VAR. WIDTH PRIVATE I I I w�� �.. I I ESMT' _____ j4 y� - 5 Y I Lou ___ -.- 'L____- 1 OP 12 °x72° TEE low ''__ _E _ - �./ PR 1 GATE VALVE $ ( �3\ I 12 +00 .:� ¢ Q In _ _ {1 182" B TREDUCE�R _ l 1 EXTEND - �L4'9 A AGE FORT DR ¢ P.H. . .� ...._ - ____ _____ IN T 12" 45' VERTICAL BEND & RELOCATE EX. _ _ -- -_ TO NEW MAIN, AS SH� - �p - ____ -� (� i! Z z - 1112 22 1/2' BEND _ __ - -� -- m Imo, 'A - -. $ 4g I - 8" PLUG i jl 20' UTILITY EASEMENT -r- _ \ _ - , ' / ®= �s j1I ��... O ''�. _ _ .i. ,,v - -. SY f "y° I. r 0- uV_PkOPOSED N�. o.:. L _ • /IL - -- :: / 1 u it \', _ *,. ,, a7 - -- E PROP. 8 CL 52 D I.- W/L : m _ 8 03' �. �� m `� - m __ °_�6� �� PHASE 1 r O rs -_- - TOP = 671 31 ^� - -- - - oL 411 -7_c Sam" - - - - ___ PROP o I '1 181 .3 R _..-F_ E% 12.x12 TEEEX 12'i CAP : : _�._ - - -_T �- ___ 8 CL 'S2 - -v X, �s ,. -" WV:UT E8631_Z - ± - D.I. WL -' -_ _ _ _- -)-- C C � w _0=�- 9 1 � /$9T OA� ALVE f r% ET ,.. ml F 1 Cu, EXIST. SAN. M.H. �- 1 OP. 12 xAL TEE Cl� -- I + m o -!POP. 8"x " TE ' FEND {3NSRUCifON''EX. 12x77 TEE w w xI � TOP 677.03 . � _ �� wjz 12 GATE VALVE a r "' /Om NV((IN) =66314 �� ��, s,o ol� (2)g-- STA. 12 +44.98 (3)12" G.V. SIG 12 x8 REDUCER rl FUTURE Ttl 11 OUT)-663.04 _ --.: (.q ,V, -YIA �" EX 12° T, S & VALVE 12' PLUG y�-' 8" GATE VALVE dl I p \�� A A ^� /�. E � DEVELOPMENT AREA ��. ROW ��oz UTILITY NOTES: T & TEST W/L PRIOR TO TIE -IN oI; DOGHOUSE MANHOLE 1 `L "1 ,t`ASTAUL PUBLIC �i-T SANITARY SEWER WHICH N EXISTING OCR 2.) DOGHOUSE MANHOLE J TO BE CONSTRUCTED �O / EX L= 660.30 �FIA� b\ AFTER TESTING S1&,QMP ETEE COORDINATE Kiw �.) SMMEHEXISTING 3 M.C. MUST BE OVER EXISTING ,� TIE -IN w/ 12 90 BE FUTURE 3 Q PRASE 1 CONSTRUCTION. CONSTRUCT SEWER MAN FROM MANHOLE F TD J e PVC SAL, WHICH IS CURRENTLY ACA CONTRACTOR s.11 INV. U)T = 660.03 GROG <J PR P. 8" PLUG \ \C OMP ETE TESTING OF PROP. PRIVATE ROWS O�.0 INITIALLY BEFORE THE NSTALLATON OF THE PROP. SEWER LINE FROM EX SHALL COORDINATE w/ ACSA FOR MANHOLE INSTALLATION "y� ) 12" W L PRIOR TO CONNECTION ®V ��� OTV. 10 -5 TO M.H. F, PROVIDE A BYPASS/PUMP- AROUND FROM OTV 3.) ALL WATER AND SEWER FACILITES ARE TO BE DEDICATED cq H. y 1E5- ( A MEBLY/ TO THE EXIST. 12° MAIN �^ 10 -5 TO M.H. F. ONCE THE NEW SEWER FROM E %. OTV. 10 -5 TO M H. J TO ME ALBEMARLE COUNTY SERVICE AUTHORITY. iE�.;tD u1 4$ y4ft aF�.,,� V� i / / L 1 �� ��/ FILE NUMBER ­5 2�'QM nx ,XF HSFFE AC A ¢ °� uj�� HAS BEEN TESTED AND APPROVED, ABANDON & REMOVE WE EXISTING 4.) ANY LOTS WITH THE POTENTIAL FOR AN IRRIGATION SYSTEM U jQ \���� 1 12° 45' BEND 2 oiT SEWER LINE FROM EX. ON. 10 -5 To M.H. J. PHASE 2 SEWER SHALL HAVE DOUBLE TAPS INSTALLED OR A TEE & BALL VALVE / A' 02 *-' X61\ 8053 h^ INSTATED ouslDE of THE ROnownr a .£% D'L Ca +I i- CONSTRUCTION SHALL REDIRECT M.H. F TO M.H. F EVENTUALLY /^ / W n CONNECTING To EX. ON. 10 -1. AFTER INSTALLATION & TESTING OF THE 5.) THE PHASE 1 REPLACEMENT & CONNECTION TO EXISTING 12" MAINZ N I - SOL FROM M.H. F TO EX. OTV 10 -1, ME MAIN BETWEEN M.H. F & M.H. J WILL REQUIRE A TEMPORARY INTERUPTION TO THE AVAILABLE WATER cp SHALL BE ABANDONED AND REMOVED FROM THE GROUND. SERVICE & FIRE FLOW, PLEASE COORDINATE TIE -IN WITH ACSA. GM1 t pM1er C. Mulligan X Lc rvo "NOTE: PHASE 2 SANITARY SEWER INSTALLATION SHALL TAKE PLACE 6. ALL WATER MAINS TO BE ABANDONED IN PLACE MUST BE � w us 622 �m SCALE 1 20 - /^ ADDITIONALLY. THE ABANDONED I I �` `se ANSNED BETWEEN ALL F2 JS SHALL 7 -) VALVE BOXES MUST BE REMOVED FROM VALVES IN ORDER ° " ^L `NG` VED B ANY OF O BEOFORERAROF STORM OR —� I TO BE ABANDONED. H� ��� 4/17 7 �� IS INSTALLED. I SCA-E IN I IT CEHLI NEH SHEET 4 Uy Nw ® MATCHLINE SHEET 4 6 \ Q T _ A cc 8 O Il I � r z 2ze�' I (n Z Qy AM Qo WE o CL a I r)0 ¢W rc 1 —� °j 2 OU wo VZVZVZ 0 K �I lA yg ez JJ SEE 2 ON w� Gk� NaAY pF1i�0AT10�V ME Oa W WO -- t w -- O a� L9 EXIST. SANITARY _ M.H. 7 I _ Ls} - 2 O TOP - 85878 INV.(IN)- 648.73 SEX. g- S 20' UTILITY - - - �� — W 0, "� Os ol_ INV.(OUT)= 648.51 ARV SEWER oIa — 1 R -_ — 00' EASEMENT - STREAM Q �' _ ` \ � h� om — _ BUFF �� -� ER a; \ NO o G-2 ��"'� / l' EXIST SANITARY M H.� WZ EX INV.61N)=62402 00 01 2q EX. INV. OUT) 62375 �� W - hW f 0) Pat 100 STREAM BUFFER IMPACT AREA v W = TMP 56 -17A 326 S F ; . 1ON SCHOOL BOARD OF ALBEMARLE COUNTY CFL N IN Y OFOICA e sap "�� /— m ° D.B. 405 346 1 - ♦° �� a �- CZI- REVISIONS p. �. ♦ % � �732� ° ' •• ♦ ♦ �` EXIST SANITARY M W '�� �wy3o,zola 00 ♦ , ♦ / TOP - 629 81 s„ \ SIDE%14,n2014 ' ® SEWER INV(IN) 62273, ,` ♦e �' /SPN4�tgRL INV(oUT)�s�r`is �� A :. Dec. 03, 20fa COMMENTS S \� \ '® �fEX i ° ti A :♦ ` Dec. 11, 2014 COMMENTS ®/� i A ♦ / - soft \ ° o - 'SLAB r ow a ► e� � / � r �f cH � � 1 / l s ! , Now ® y ° ♦ — - � / MaY 9, 2014 FLOOOPLAIN ®-.. s r Ala r use r m _ 1 20 :11 rnaL YEAR FEMA m = �, 100 MaM War in" o _ 60 SAN M.yi ` an, any ® _ r ® m w o as. _ _ — - _ CZ� ° C ) N N .40 �3J IN 1� 624 :2s�8 C L) INV. 0 T) 624.0 ♦ r "^ ,M, ♦ .,, cONTDUR INTE AL / .M 2 Feet _ _I — - ° Ran, wo WE E Eli - m aft - -- , _ ® m 1 ° 4h B. Qeu Al -- — ' / ®♦ ® ° ° I ° I ms ® Gain ♦ '� ♦ I LC e T / Ali ao Ai 4A a PO 0 Jj JJ_ u MANDATORY INSPECTIONS AT THE FOLLOWING BRnr R Bco rr Do 4 T w } If PHASES ARE REQUIRED FOR ROADS THAT ARE FINAL PLAN GENERALV(YIEe v 3 D 7 PROPOSED TO BE STATE MAINTAINED: ALBPAIAIWRCODNIT Sediment CUOhulpOn° unannn Christopher C. Mulligan J Boston! Construction N ks Genmvl camAaedonooresfor £.rnsroo and tl' film - - I'. irnpn an hti l''' shall A temporary d g d A Sending ' 6 5 'Al, msw- 8 �(W� 0 I INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. L 1' W ) In 0 planar -Y ' public iehl !'Y Id'nSvomiW 1. The apPraping wasetvru9 be menesh Bev kpn P, Do p 'h m X. ll d Mmy p - 'G IIb p p b ppm 2A gd 91 TA COVh'a<f rsbNl'nepccl ll 11 P d LIY' J II M1eno(f m Ih.au J' N M1 6 Fb ary Or Login 0'0 of Panama A OSIONAV EMc 12 INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE PIGHF -OF -WAY BEFORE BEING y ". ingra'J, YN is llb 60 tln fh Virginia PWn of -eA Poor to He comrencemom of had disturbing Iviry and one reek p d iq -(II Ary yu), Patients , cleanup to mawf'h HAR nYmpas of Ryeg d( N}V h li' M1LrtA JA➢ I I f Wn IR},or May Ban, their Alearat to cormist fG Ofible. S ary, malch is te be Applied at Shap'IWSf N N COVERED. plrellttl (lie ref rcmmis' T Nap E (MOT). This tl - ynotcrem Y 9u prior ' for lhfi I' inspection. the closed p0dard Jy'oesChip b ld dNy Alternatives am subj art to prarovapf b-W (Muny ads. i ion comal mi vrv. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS. BEFORE PLACEMENT OF f the permit Where Any di yap Wercmdremenh ofWe pound shall govern. AS =Icj PRO and croadcohol mell spal cOnfmm fo cu tsPec&ca ms and 21 111 oposion and socannent Ampri moMucA A 'it be conorl and nimW Bd acconfing lo manummor andJVe And specifications of d5M' LCOnwI lo. All fill w OCCUR[ bA lak m 5om an apprmed,, dare pled Wmw area. ❑.911 1'. hall be .r lP N' mad I8. Ponn tl i t shop be bm d( i p a c d y.' d I. ROADBED BASE MATERIALS. Wl LVWl OA N '- Id babev Handbook 'dVnia Regolvtiom 'VN 625-02 00 trni cn end Sediment COmml combuvk lose under n CC I I➢r f 6. P M, bb s6 and older JIACE ALmbo Igrdl' ID applied PPfI ENo call art fd'IWfuponI f LFffI A IIb a combat ' f Nvnl �...� vv A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 9 C uchp Aol CAR bep ad dap renter proecd wnlmlplev eodsbnll be clvlledptim loanydnrwy, grwung ormAer m Regulvtiom. y All and suminenl eunml near RY arco be PANAW ptim oozes thels134HI 12. Nornwrrx'm'[meanaWfv reNa mMw N'n9tleys ofm II 'Doper ZO g - 180 Colors %Knumi mu.Prnna of sxd6y ehellA applied 'I I8016a d 'I f95 /KeM k -31 or ONp BE COMPLETED AND erosion Ord D 5.1. g. 1'allF d05 /P 'n a12 Pry' R ky Bl g"'.S psi be PLACEMENT OF BASE MATERIALS. INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT 9n''rt q All slo drG9urbedmasazc obefertuizM noedvdmnd mulched. P dvanng 4. Ampyaf (lie eroa� and sediment v'o fmlllansA Jl6e manenW On Wf site 13. AN I'Na shall be dapin ware oa will motlon 13301 of Thu lader of 116 I. appllal 801bs/1Wt Allermt" a subject to vppmved 6 AN CULACESM Lavlml DESIGN, PRIOR TEST i0 PLACEMENT EF THE PAVING COURSE OR LAS SOO FOLLOWED BY FIELD DENSITY AND MOISIDDE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE 5. ]A II bl p 2'.1 (h pal: rl cel).1Vhere reawo»blyobk invble, rB Amos. IA. B fill rsb'el ry 'Ivn MsniN Ise ill be 'mJm f n Npepaweregop quadrant 19. :911 f M puLLVl ' key W fl h ' fall Any Maintenance f - T FILE NUM6Efl 5. P M -ghnJJ t b' tl 'IM ' J'' N Melt le s P W Ao fa:a ?'Wpm. ofel erg gf NW b p d' ly Sill Cape Iw Cnl ve CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AGO DENSITY, UPON COMPLETION AS PART OF THE FINAL 6. PavW,r fabl - oaf loved dicA may ml ead h fl " of T. opwgT - f )W' Va bma ( Idral ll iJW fl to U.B fill k I IIIb conducted 'f than ' IFIM hare 50% g'I field o d I.AII elan 16e 0053 INSPECTION, cers Nwq Enemeer, order p it sdeemW mrz ry oM I 6unadrvwa6c to by ppl lary 'rnhal pl W am Car to - W ppr Thy We Plan b Nd' I adjacent W J d tttl d b du d ! JJ an THE IS RESPONSIBLE FOR VDIT A MINIMUM OF ONE WEEK PPIOP ID EACH OF channel ie g I 1 -s - P l+ Jda g YPMI Brad m IJ' ' kg Pp ". �h¢h 11 I [WPop (h height -b cleaned tl p'uW' dalely. l vs THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. ABOVE O SCHEDULE Z 111 R enlik sips vllconformx'0We4'rgwa MmwlfrW lwm irellic b Tlemntrac or mspon bl f II f' y editorial Ni ueaurcs months, 16 T d pup. shelf ' - AR pall W ' `rte per Tie ,.ell of are us)b 0, Allfrnp my, sediment el AS be ed -fl' IO dnysof Conn] DevAce to pavent appeal Md s� enon os Af.'ni edbv Acplan appmVine Murphy 9 rmenaganmfW If d hl all Burson cwhdl memwvr by full I Iva A nolonge d J - bjv[IloaPponlMWc vssf. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING - B. Amiga - IJ II PPeilunllb f d kppe- Clav'lll. W Iy Ant erep Lsplanre6azdlapso[Wesale ofanY ion uo 4lu Wwgoro0e'po2on of lh<poperty con p nl' P'oo'. OF THE ROADS AT THE DISCRETION OF VOOi OR MAY LEAD TO THE PDA05 NOT BEING ELIGIBLE FOR g All fionfm d ]people JUMP Q ullafnon mug co PI) lth OSHA SpandeNS for ), All Ji brA f Nn N ppm' d AM PAT MI I Ali l . Mriny 21. ThTeaW Sheath told d Ibti'P� N ly' Of data of STATE MAINTENANCE. file Coo Tucconlde4y(29 CPR Part 1920 land diesmbng tl`um andd tiuysie &ST10i unM6 vl subpwdon'a Aeop"cd. appeal a]. P n Od I Ib2WGJ zz. rm gda Ram 11d ude Meame Iti - (n A after the ve =5/ HER He End Wsmrbro8 pares aomrmnud (PovmTmm (hdlnaaad Nucleon C. SEED) pEi V 12 4 BEND O Q, O -b 4° SDR 35 SEWER LIT ALS 'M.H. F TO H. �� M �� �� I r ' I )� 1 I I o I 5 I� y m W I I 2 �m I I �I� i 2a' SAN SEWER ( I +oG- VAR WIDTH EASEMENT I � 2 0 �[ PRIVATE DRAINAGE VAR WIDTH SA t I _ z ESM� N m I �� /�ewER EASEMEN�r I to I PHAANDO L I� II z_� D ¢W �� N 31A �� - i�F�z &DES o� _ '' __ VAR. Duo -o -T REPLACE 12'IMAIN �g�?5I -- I I� I � _ - __- ---- " - -_._ SEWS ' ��� ___ -, ___ '\ bjPVC° S L _e Block 12 Site Plon)� �. - ��t- _ _ _ _i 3 I r Selo - 8 Pu - 24' PEW TE 2 OW w I W T Ite Plan for - _ - il�E _ awry _ ! (Coast of'-S L F :. L 4s_ �- R Ir=1- I _.. a -.lo� _. \ dr sre7 RYS RIGHT -0 -INAY _ 1 -, I _ ' T -- X P F-H �v °. PVC SAARY SEWER.= ee Boc i7, _- l.i --- ®� 8 _ arrhole� --- �- Coast of Alc i?If, W I F F�,F? iF l)li I l ._._VAR. PRVATE I I � �j' u) WO C _._ 20' SAN. SEWER DRAINAGEHF�NIT IV'Iw ' (J� -HA ED PORTION OF'P�IASE 1 e I7, `�'- VAR. WIDTH PRIVATEaN INLET SCHEDULE EASEMENT }�. DRAINAGE ESML BLIC CK 15 ON INCLUDES ABAN¢ NING& w y LL2 w y0j Oa a14)w15 T�' ' w \\ REP CING THE EXIST, 8' PpC S/L <C rte` (PHI E 1 SEWER FROM ImFI F TO I I� FC 0> IU a: CC O n a F i%? I I l J HALL BE REMOVE Ly AT THE W O W j STRN L STATION DESCRIPTION TOP Nose W z �� �, � �� )E �� I I I COMP ION OF PHASE 2 STAN. SEWE N iii m, �', I Z QO �$ Q o I- m� Ee 91 Fiwlq not W 6e 11w1i to ace tl Relation -660.90 W W �I �G N' �� �� I li +� ��t. O ��� I 13 4.9 053.33 VDOT ST '0 DIdB 68.49 ryl£g A.9 �� K W { HATCHED S IPN OF PHASE.J r �', �� G W Z a a it I 11�P�661 20 a.0 12.60 voor STD olae 665.14 TYIEB 64 W o ? , MATCHUNE SHEET 7 6 �� MI 1/3 1 562 a3 �� �:'� LL s: 9 H S �I 2w �o b a — lam I---- � �' z 00 _ _ _ J. p Oi'OSED' i _ �,Vss — _. , ] - ED z q a _ .� 2 �. ..p Fw 1 '- n..I �\ 'Y_, ._� ," / 6,6 B _6i -/ S �, LJ ON E0 if O� -� _ 6y�5$ _ /° .m _ _ _- -- ''I i�. _._ _ -_ 668 Ja oN - 669 - -- -_- 12 CAP - — r �__ `n N a7� � 6r, ��,e C� Q?�w �e o Fri — - - j �- , _T ti L - �� a Q -- - -� ',i__,� / _� _ _ �- _ - rz 0. � _ _ ,. _,. _ _ /� � 666 / � ", � �� - �- w2 WN -- 668 ------ i �� ;,�� F' 666 XL 12, x12" TEE 66G F RE', ;' .. - ". -" : ," �� W 2R z WL z PLUG ,, ' I , _ __�.:� _m,`O ��- ON D EL MEIVT% �k _ ,- e sm — o SO ��) r, o FILL J ' 66p 66g / ,' :" /61 REVISIONS duI 30, 2014 Y � Nov. 4 2014 OCnmments Dec. 03, 2014 -- r, / _... COMMENTS .... .__ " -- / .' 6FY 66�' Dec. 11, 2014 " 656 COMMENTS i I _ FIT - EEF rLo)cat T i G_8 39a. i _ - DATE 1 2014 _ .'� / , , — v _ - _ JOO S � „'AM BUFFER �._ =8CA / / >`� ___.. - __ _ �. -. �a B V ' / % E� �� V - M�F �� �� 6Q C CONTOUR INTERVAL 2 Feet / , - -_ ZI p ” -- -- -� , _ ��- 1EPV „VDF /GON � T, �' , S" STREAM BUFF , - i IMPAC7 AREA 326 S.F -F 6S6 ,L' „ _ B T95ST G i / r ”" i0l i T,r pp -� A q s.rA N ., Oq _ _, r / r �CZf q A Y •4" NApbtN x"ao Glsi� // r �/ �3� A q 4� owl ! ( r ,/A �,- q�� 6 z ,- - A q�, g a 6_30 m Christopher C Mulligan 2 T, %" '/ \ q _ / IS /' / O / q.� 4 ryJ� W Z �� ou6]2 - / 7 " q- _ D ��MNNN♦ / aerowN ,^� Q +' / SCALE I - 20' to o Nn :n GRADING NOTES: J a - ' y,� psEFi -- _ - _ i� / " a. THE LATEST EDITION OF THE ROAD s BRIDGE THE ROAD 9 BRIDGE STANDA RED �Y THE VIRGINIA TRANSPORTATION SPECIFICATIONS SPECIFICATIONS SHALL GOVERN THE MATERIAL ATERI METHODSNOF THIS PROJECT. r r / 2. UNSUITABLE ROADWAY, IT THE WIDTHNANDNREPLACED THE SATISFACTION OF THE ENGINEER. 00 i� m ® ® e 3. r r ALL GROWTH OF IAEES AND VEGETATION WHICH OBSTRUCT BIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 1 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. ' � 10 5 � Q OPIVENFY`, IF LOTS FILL NOT B TEEPE_. IRAN TIE Y (2 PER rH ';IF ESS .ER IFII O BY AT SCOArER 1FAr r CRIV AT T E PnU1 J D SHEERNESS FOUL- OI AFE AL.. CCNVENIENI FU ELIDES UNC1 uOAG PREP r FILE NUMBER CHIC-ES) ES TO USE Oflrvpwav AND sHA L m L cc SHARING TRANSIT T DNS J THE STREET 8053 u4r FIT A oT DETERMINES FELL IqS HER (EiNAY r, TuA vE E B ON / ITH ITICN II SH -L PRON L PRC( OE AN AEA I FRONT OF EE FRONT nl. On VEw F HE s PEN AO ITHOR Y THE O I EWA\ bMING 'SHED - nL Fnal HER eA Avti OR AN A LA PRIpO LO rw V_HICLF 6RIaIW' WHERE NO caF.16E PRvP0.5E0 THAT S HOT L_SS TAT n311EEN (18) FEET JV LENGTH HILL NALL BE CEASED HO _TEEPE THAN EIGHT So P TLNI 0 r r q q VIA B AN AREA ION LEA TEV nc FEET CT C,I CONTI SI rU IHA LOT PO urO OF THE ETRJ RC F'TNG 1HE GE DES O - IS -Ebb IHA TEN iFF F EL FROM ETI HAS C NO r AN TEL ITS SHEET r q EO VGS IOR9 POSSIBLE RAMCIHE RF,B EPDEDR IS GR FF ® ® q ®� E#FNIJ ENTRANCES TOI�HE ORIVI4A 6ALKDWG%t CONTICCI T, TL_ p EL'_ NG 3/ 17 Or- ® IOETHE - - I T 11 I r nuCE - , � L 1 68 B K 14 °4R , x Eel �� (SEE FlPNRO Ads FOR eLcc6 14/ / °v to ChristphLer >z u fl e — s6 _ � �L_.` — iP A =O. DA =0.12 '� VA��71 SCALE �E T -,4) A_0.05 C =Q80- -_ __ C 0.80 _6, ;6_ _ °,- D �s� s���s _ 0.80 j rEX.3) j EX.S_._. TdI e !' - y? _ O TST -16 � \ 1 Q /� Tom— COQ 8 0.1 p I I {r78 1 67 5 . O f _ DA =0,38 i80 -I C =0.55 ��S6- DA =0 24 7 ° ��II �- - C=0.55 676 I I I I I I �g 3 _ 2 3 (Ex 32) 1� ti O 11 DA 5 C,�G, 4 DA-0.43 8 -- - 1 I - I _ — 67'i -- .._1 I =0.55 -. - 1� 11 6j6 W —V A- — -- -- g _ _ � 0190 --.— y ' — _ — -T+ — - • - - _ �T W � =0 /� s�2 C_o — 4 �� a SEE - -- �Cil� 1'J� _ LU 1 I , �. i 4 >' 1 DA= .30 <- T uj WW 12 13 ego. 00160 1 pC Q /� G] W�11'� Q i i 15 1 �O� j �.o(I�Io U y ; 6661 DA -0.54 1 I it _ j C = o 0 60 w ' I I I 1 �Y I F y o> LU ir 4 C4: it l- DA-0 3 0 n 1 I ll,N (Fat�fe C?�a%ra�ge s, r, - 4�a _ — - _ _ - _ - -- 0 I 4 � —_ j � _ IL 'ZI I ems'_' '— � 5 66 'rd s'r'rszi _ - - A 0. 6 C=0.90 0 90 A 0 t p - 09 - - — e — q j. — — — -- — — C� -- ,a `�' - 11 , Cam© � 9J�` 6 F RE,, j \ 9p IJ - - -- D EL MENT U 2 zm o= goa �a tiP ¢o IS 0 aw �WE 200022 CA z 2 0� ww Q OQ 0' �N .120 O C� N C7 ¢ m' <n w?Qw � � 4 W ¢¢ o� W ME 2 `" 9 2 ew W aO; w O W ® a z OZ a4 r REVISIONS Jury3g2014 Nm.14 2014 Comments Dec. 03 2014 COMMENTS Dec. 11, 2014 COMMENTS FDATE May 9, 2014 SCALE 1' -20' CONTOUR INTERVAL I 2 Feet ar Y i U Q � 0 W m Q W U Q IR J cc a i z 0 0 FILE NUMBEfl 8053 SHEET L 10/17 700 ROWCROSS STREET 690 G COURT F MONT WAY E 690 695 690 685 .: Ali YXl I iYl 645 ,rW OOW 0 L U�vwi l ,y�y Saw '¢ wU a3 iz z Duo - -_ ��01° Z > {� W°oo0 Zo W zw zw ^mo° ]s. qso onvc oOVC w 100ov w 43.60SD w w 4L 1000 DOSS -'- 308065D z in K -Val 4.68K -Val 63.7$K -Val - 47140 IS / \ EA — A LL '4 FIRE HYDRANT i -- A SORELY RED! E EXISTING) - �� FIRE HYDRANT 21;OA / CD 1 3 MIN / ASSEMBLY W/L COVERT 2.08% /� /8" CL 52 01 W l SAGSTAab 972 WIL R V'Ipb Sq ELEV.b 18 _ �. �• IB 'CLEA - AIR RELEASE PROP S P[llG y 3O// VALVE �� FILL AT 95% 12" CLEAR -PROP. 6" PL 12 CLEAR \ / / : COMPACTION pppp FREE om + \ � 3 PE CONNECTION � — �XFREE "IlLWfL /// —ABPW 3NANDSTING 9 SERMCEST P \ LEAP \8 " "\ /lEE fio P GULF p 5' HOPE FILL AT 95% 6 E. 12 CRE - _ TU of COMPACTION 8" Q1 S�bI v. 65448 (PROP. MIT R 10 PROP_ MH B) m w a Forzorm I s Al G WE V N I S 11 "-5' > r w NEU CROSS $TR E T >=Pa CL R PROFILE OF SET 76 rw- w w w = a W < m 0 m w io w a -- -- CL PROFILE OF SET 75 Co x n Nmcc ° PRO ILE CL RD 685 680 I 675 670 665 660 655 650 66C 645 655 640 o p o m LOW PT EEEV. ]145 O LOW BTA in +P. ' o 00 K OD 8 j LOW TELEV. B]15 p .> Gn u°�m w N 10000C 'Q K 345 3m II r 6 rz m0ovc ae w 1' w u _�6 _ Q,>n 3Ss Wa aw F 3F +� > loo h'w w W Lk 00 a as [9 __ rc ° o as 55 22 onv pr O nw , _ ppU m o m om 1(3.33K-Val - ^j CEO WU E_ Z ELI MCI, 11 rc 11 W secrV WNwN FILL AT 95% CREST 3TA.12+4z64 L-E COMPACTION CREST ELEVS73.16 W w. - aa» ,I — - =L - 09% \ _ 0" 9 -4Pg% 2 e BO, 1 - / _T CD-1 PVI TA.14 +45°0 _ / CONNECTS TO� sa MANHOLE H 6" L '� 52 (SEE SANITARY 24" NDPE / 15" HDPE O EWER PROFILE) 0 -LES- 12MIN EAR TBRE E ' - ry 8" PVC S/L MANHOLE F OBE I CONSTRUCTED OVER ' CURRENnY cnV -- - REMOVE EIS NG MAIN 1 - -- _ -- - -- xlsrwG 6 P c s UNTIL TESTING IS COMPLETE & ACSWA INS ECiOR APPRO S w i CONNECTS T I 0 MANHOLE O mso ry I > 3zs < o zo mm zxzz z II IIr 0 o Fs > Fs 0 `+ COURT OFT WAY j - PROFIL OFFSET -25 yw - -- PROFIL OFFSET 25 55 PROFIL CL HrzontalScale :1 -50' V Nta15 ale 1'=S' 685 686 675 670 665 660 655 650 645 640 65 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 64 �A•1mu "F °`q 700 1Ex -9 CLAREMONT LANE 700 10 +00- 10 +50 17 +00 17 +50 12 +00 12 +50 13 +00. 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17+00 o N o "m 2 S cx _^ ^ - u +00 1J +50 18 +00 18 +60 19 +00 i C toP2, N, lilli4 [� 695 -- STORM SEWER r PHASE 1 CONNECTION STORM SEWER PROFILE PROFILE #20 - #27 s90 1Ex 3z1 FIELDING RUN DRIVE <•• s90 TO EXIST. 12" WATERLINE #13 TO #41 s6o 20 660 670 670 DI -36 DI -2A 690 680 13 L 4 4 L 2 2' 680 MW 665 660 655 650 fi45 NF 097 00 PROP. 12" ac LEE W/L VERTICAL B \ 3 OVER \ I; x SEPARATION `p 27 EAVES U 6117 LF. OF 30'� HOPE 0IAS% 03 U tta Do 0 J ZUZ jw Q wo> wWbw w ammo U x, `xU IQIQ -Z' "no EN F Ec 00 n 665 D 675 660 670 12' 655 665 650 660 645 0 +00 0 +50 1 +00 655 Horizontal ale r 50' — EXISTING GRADE VeaciJS lea 5 FINISHED GRADE NOTE: 650 CONNECTION TO EXISTING 12" MAIN WILL REQUIRE A TEMPORARY INTURUPTION TO THE AVAILABLE FIRE FLOW. COORDINATE WITH ACSA. SCALE 5 hRT"AL 645 a r Z +a 0 oe FQ - s C) I El L 2 59,07 IF OF 15' HoPE CONN CTS TO ® a. a"z S #34 42 40 143.36 LL OF 36.89 L.F. OF 24" HOPE 15° HOPE CNN SENN kA So ��o r II ill it n . Horizontal Sea LAz VeH Cal Scale' KZzz » EXISTING GRADE FINISHED GRADE 675 + 675 0 s7o 0 670 665 665 660 660 0 655 655 650 650 e 1'=50 1'-V 645 DI -3B DI- E ZI N 1 FBI a� I PER P. 12" D.I. WA P OVIDE 12 MIN. SE ARATION 2 O 140.99 L F. 0 HDPE 0 0.96 \ CONNECTS To t9 `( STR,SDA R�LF [99. ss 000 O Z 0 685 fi]5 68 6]0 i 675 665 30" 670 660 665 655 660 650 KQ o� of in Wz o b Z rvw Ne.vu .I, .o Em k- �rc rw Q rc Fw ¢97¢97 Fw 62 NW NWNW 0E L] zw aa> _ z E1 rt� L_ a ° - 0o w u m F0 wmo (( rc �^„ `o IIN VI0�1)6666 65 w 97408 _. 6 _ 72. _ UP 1 23 K -V wK yz ry CD1__ _ _ nm UOm 03 '^O UOR u+iw rc as >a M sl -20 ED FILL 9 FILL AT 95% COMPACTION _ COMPACTION SAG s 64.Ou FIELDING IUN DRIVE SAG E E 6]13 PROFILE FFSET 50 0. - PROFILE FSET5n B D1\ /L PROFILE C Horizonte Be. Is 1' =50' Verclwl Scale 1 �' 6' PVC /L kc aa O 685 685 680 680 675 675 670 670 665 665 660 660 645 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 655 645 — EXISTING GRADE FINISHED GRADE s ^uE 1 -D' HORIZONTAL Horizontal Scale: 1 =50' STORMWATER NOTES: Vertical S ale 1 5' 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. I 1� 1 0 +00 0 Sn 1 +pp 850 5E is, 2) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS o W ,W 1,, aw ce a> a aw aw'... U _ W ELI z13 .64 F U4O K =7.66 K 601 tar 1 n. OVC c-' +W S.nOV In OS IFC N w�me 0$ z ^`W °o w GEE ° m °w a w G W yw y rw 970++> w as au >u EL LEE FILL AT 95% ' COMPACTION ED ABANDON REPLACE Er na EXISTING _WATERLINE _ ,I —\ I PHASE 1 cONSTRUCTI -- \ \ 1 \ \ \ 5 C TOP-675 TT J528 3 18" MIN 08° 20 W° INV LIN� =665 60 LEARo n INV ILO T) =88 49 N SAG TA12 +]].00 co Dil t�N9 \* PVL L W CNER SAG LEV.66625 in I o@aS o 0 �✓� Horizontal 5c le: 1 60 wP- BE iO rC\ R HDAE, 12" FLfA v m ISnale t 5 r3a? �Np nr! 40 V24 ":FREE CLARE TINT LA E �J- PROFILE GROSS -35 \ \ - - - -- PROFILE GROSS 35 PROFILE CL - A 695 690 685 680 675 670 665 660 655 650 z "E' "TeT - 0 +00 0 +50 1 +00 _. -.- 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 1) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. so IT w aET - - EVERT 2008 ROAD & BRIDGE STANDARDS) - -- - _ -... IU w 0 �1 QZ Oh �Q r (L Hm QO 4 ¢'0a 02W!U 2 00 J° d2 z O pN w NJ 2 0 �2 Q ¢ ~W ts �y ,i2asN 201 v� to evj ED gal (/'N D? Wse Q 0� hG R2 Z^ LU D.W M$ ���III Z QBl °m C7 a w 2 W ® BE REVISIONS July 30, 2014 Nov. 14,n2014 Comme Dec. 03, 2014 COMMENTS Dec. 11 2014 COMMENTS Dec. 1, 2015 COMMEN6 DATE 1rMay 9, 2014 j W J11 T L1.. 6 Y U OC O 7 m ZI J_ J oI L� r �0 W 0 BE 0 M< I.L l FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 N S So L Lo M M OW 1 :?� w w [ [� O Fw N NJ : 1[I_j F NW N Nw 6W W W O OW < 6 6W N NW W W W - a a> a d a a >1> a as - as . as as d a a .. a Future I I e ensi n n W w B BI c ck 12 w w c w c W w W i r N o N i 4_ w e N o wm m 4 m� p o_ e So W �za w pawW o o 0 03 W am 685 680 I 675 670 665 660 655 650 66C 645 655 640 o p o m LOW PT EEEV. ]145 O LOW BTA in +P. ' o 00 K OD 8 j LOW TELEV. B]15 p .> Gn u°�m w N 10000C 'Q K 345 3m II r 6 rz m0ovc ae w 1' w u _�6 _ Q,>n 3Ss Wa aw F 3F +� > loo h'w w W Lk 00 a as [9 __ rc ° o as 55 22 onv pr O nw , _ ppU m o m om 1(3.33K-Val - ^j CEO WU E_ Z ELI MCI, 11 rc 11 W secrV WNwN FILL AT 95% CREST 3TA.12+4z64 L-E COMPACTION CREST ELEVS73.16 W w. - aa» ,I — - =L - 09% \ _ 0" 9 -4Pg% 2 e BO, 1 - / _T CD-1 PVI TA.14 +45°0 _ / CONNECTS TO� sa MANHOLE H 6" L '� 52 (SEE SANITARY 24" NDPE / 15" HDPE O EWER PROFILE) 0 -LES- 12MIN EAR TBRE E ' - ry 8" PVC S/L MANHOLE F OBE I CONSTRUCTED OVER ' CURRENnY cnV -- - REMOVE EIS NG MAIN 1 - -- _ -- - -- xlsrwG 6 P c s UNTIL TESTING IS COMPLETE & ACSWA INS ECiOR APPRO S w i CONNECTS T I 0 MANHOLE O mso ry I > 3zs < o zo mm zxzz z II IIr 0 o Fs > Fs 0 `+ COURT OFT WAY j - PROFIL OFFSET -25 yw - -- PROFIL OFFSET 25 55 PROFIL CL HrzontalScale :1 -50' V Nta15 ale 1'=S' 685 686 675 670 665 660 655 650 645 640 65 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 64 �A•1mu "F °`q 700 1Ex -9 CLAREMONT LANE 700 10 +00- 10 +50 17 +00 17 +50 12 +00 12 +50 13 +00. 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17+00 o N o "m 2 S cx _^ ^ - u +00 1J +50 18 +00 18 +60 19 +00 i C toP2, N, lilli4 [� 695 -- STORM SEWER r PHASE 1 CONNECTION STORM SEWER PROFILE PROFILE #20 - #27 s90 1Ex 3z1 FIELDING RUN DRIVE <•• s90 TO EXIST. 12" WATERLINE #13 TO #41 s6o 20 660 670 670 DI -36 DI -2A 690 680 13 L 4 4 L 2 2' 680 MW 665 660 655 650 fi45 NF 097 00 PROP. 12" ac LEE W/L VERTICAL B \ 3 OVER \ I; x SEPARATION `p 27 EAVES U 6117 LF. OF 30'� HOPE 0IAS% 03 U tta Do 0 J ZUZ jw Q wo> wWbw w ammo U x, `xU IQIQ -Z' "no EN F Ec 00 n 665 D 675 660 670 12' 655 665 650 660 645 0 +00 0 +50 1 +00 655 Horizontal ale r 50' — EXISTING GRADE VeaciJS lea 5 FINISHED GRADE NOTE: 650 CONNECTION TO EXISTING 12" MAIN WILL REQUIRE A TEMPORARY INTURUPTION TO THE AVAILABLE FIRE FLOW. COORDINATE WITH ACSA. SCALE 5 hRT"AL 645 a r Z +a 0 oe FQ - s C) I El L 2 59,07 IF OF 15' HoPE CONN CTS TO ® a. a"z S #34 42 40 143.36 LL OF 36.89 L.F. OF 24" HOPE 15° HOPE CNN SENN kA So ��o r II ill it n . Horizontal Sea LAz VeH Cal Scale' KZzz » EXISTING GRADE FINISHED GRADE 675 + 675 0 s7o 0 670 665 665 660 660 0 655 655 650 650 e 1'=50 1'-V 645 DI -3B DI- E ZI N 1 FBI a� I PER P. 12" D.I. WA P OVIDE 12 MIN. SE ARATION 2 O 140.99 L F. 0 HDPE 0 0.96 \ CONNECTS To t9 `( STR,SDA R�LF [99. ss 000 O Z 0 685 fi]5 68 6]0 i 675 665 30" 670 660 665 655 660 650 KQ o� of in Wz o b Z rvw Ne.vu .I, .o Em k- �rc rw Q rc Fw ¢97¢97 Fw 62 NW NWNW 0E L] zw aa> _ z E1 rt� L_ a ° - 0o w u m F0 wmo (( rc �^„ `o IIN VI0�1)6666 65 w 97408 _. 6 _ 72. _ UP 1 23 K -V wK yz ry CD1__ _ _ nm UOm 03 '^O UOR u+iw rc as >a M sl -20 ED FILL 9 FILL AT 95% COMPACTION _ COMPACTION SAG s 64.Ou FIELDING IUN DRIVE SAG E E 6]13 PROFILE FFSET 50 0. - PROFILE FSET5n B D1\ /L PROFILE C Horizonte Be. Is 1' =50' Verclwl Scale 1 �' 6' PVC /L kc aa O 685 685 680 680 675 675 670 670 665 665 660 660 645 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 655 645 — EXISTING GRADE FINISHED GRADE s ^uE 1 -D' HORIZONTAL Horizontal Scale: 1 =50' STORMWATER NOTES: Vertical S ale 1 5' 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. I 1� 1 0 +00 0 Sn 1 +pp 850 5E is, 2) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS o W ,W 1,, aw ce a> a aw aw'... U _ W ELI z13 .64 F U4O K =7.66 K 601 tar 1 n. OVC c-' +W S.nOV In OS IFC N w�me 0$ z ^`W °o w GEE ° m °w a w G W yw y rw 970++> w as au >u EL LEE FILL AT 95% ' COMPACTION ED ABANDON REPLACE Er na EXISTING _WATERLINE _ ,I —\ I PHASE 1 cONSTRUCTI -- \ \ 1 \ \ \ 5 C TOP-675 TT J528 3 18" MIN 08° 20 W° INV LIN� =665 60 LEARo n INV ILO T) =88 49 N SAG TA12 +]].00 co Dil t�N9 \* PVL L W CNER SAG LEV.66625 in I o@aS o 0 �✓� Horizontal 5c le: 1 60 wP- BE iO rC\ R HDAE, 12" FLfA v m ISnale t 5 r3a? �Np nr! 40 V24 ":FREE CLARE TINT LA E �J- PROFILE GROSS -35 \ \ - - - -- PROFILE GROSS 35 PROFILE CL - A 695 690 685 680 675 670 665 660 655 650 z "E' "TeT - 0 +00 0 +50 1 +00 _. -.- 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 1) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. so IT w aET - - EVERT 2008 ROAD & BRIDGE STANDARDS) - -- - _ -... IU w 0 �1 QZ Oh �Q r (L Hm QO 4 ¢'0a 02W!U 2 00 J° d2 z O pN w NJ 2 0 �2 Q ¢ ~W ts �y ,i2asN 201 v� to evj ED gal (/'N D? Wse Q 0� hG R2 Z^ LU D.W M$ ���III Z QBl °m C7 a w 2 W ® BE REVISIONS July 30, 2014 Nov. 14,n2014 Comme Dec. 03, 2014 COMMENTS Dec. 11 2014 COMMENTS Dec. 1, 2015 COMMEN6 DATE 1rMay 9, 2014 j W J11 T L1.. 6 Y U OC O 7 m ZI J_ J oI L� r �0 W 0 BE 0 M< I.L l FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 685 686 675 670 665 660 655 650 645 640 65 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 64 �A•1mu "F °`q 700 1Ex -9 CLAREMONT LANE 700 10 +00- 10 +50 17 +00 17 +50 12 +00 12 +50 13 +00. 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17+00 o N o "m 2 S cx _^ ^ - u +00 1J +50 18 +00 18 +60 19 +00 i C toP2, N, lilli4 [� 695 -- STORM SEWER r PHASE 1 CONNECTION STORM SEWER PROFILE PROFILE #20 - #27 s90 1Ex 3z1 FIELDING RUN DRIVE <•• s90 TO EXIST. 12" WATERLINE #13 TO #41 s6o 20 660 670 670 DI -36 DI -2A 690 680 13 L 4 4 L 2 2' 680 MW 665 660 655 650 fi45 NF 097 00 PROP. 12" ac LEE W/L VERTICAL B \ 3 OVER \ I; x SEPARATION `p 27 EAVES U 6117 LF. OF 30'� HOPE 0IAS% 03 U tta Do 0 J ZUZ jw Q wo> wWbw w ammo U x, `xU IQIQ -Z' "no EN F Ec 00 n 665 D 675 660 670 12' 655 665 650 660 645 0 +00 0 +50 1 +00 655 Horizontal ale r 50' — EXISTING GRADE VeaciJS lea 5 FINISHED GRADE NOTE: 650 CONNECTION TO EXISTING 12" MAIN WILL REQUIRE A TEMPORARY INTURUPTION TO THE AVAILABLE FIRE FLOW. COORDINATE WITH ACSA. SCALE 5 hRT"AL 645 a r Z +a 0 oe FQ - s C) I El L 2 59,07 IF OF 15' HoPE CONN CTS TO ® a. a"z S #34 42 40 143.36 LL OF 36.89 L.F. OF 24" HOPE 15° HOPE CNN SENN kA So ��o r II ill it n . Horizontal Sea LAz VeH Cal Scale' KZzz » EXISTING GRADE FINISHED GRADE 675 + 675 0 s7o 0 670 665 665 660 660 0 655 655 650 650 e 1'=50 1'-V 645 DI -3B DI- E ZI N 1 FBI a� I PER P. 12" D.I. WA P OVIDE 12 MIN. SE ARATION 2 O 140.99 L F. 0 HDPE 0 0.96 \ CONNECTS To t9 `( STR,SDA R�LF [99. ss 000 O Z 0 685 fi]5 68 6]0 i 675 665 30" 670 660 665 655 660 650 KQ o� of in Wz o b Z rvw Ne.vu .I, .o Em k- �rc rw Q rc Fw ¢97¢97 Fw 62 NW NWNW 0E L] zw aa> _ z E1 rt� L_ a ° - 0o w u m F0 wmo (( rc �^„ `o IIN VI0�1)6666 65 w 97408 _. 6 _ 72. _ UP 1 23 K -V wK yz ry CD1__ _ _ nm UOm 03 '^O UOR u+iw rc as >a M sl -20 ED FILL 9 FILL AT 95% COMPACTION _ COMPACTION SAG s 64.Ou FIELDING IUN DRIVE SAG E E 6]13 PROFILE FFSET 50 0. - PROFILE FSET5n B D1\ /L PROFILE C Horizonte Be. Is 1' =50' Verclwl Scale 1 �' 6' PVC /L kc aa O 685 685 680 680 675 675 670 670 665 665 660 660 645 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 655 645 — EXISTING GRADE FINISHED GRADE s ^uE 1 -D' HORIZONTAL Horizontal Scale: 1 =50' STORMWATER NOTES: Vertical S ale 1 5' 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. I 1� 1 0 +00 0 Sn 1 +pp 850 5E is, 2) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS o W ,W 1,, aw ce a> a aw aw'... U _ W ELI z13 .64 F U4O K =7.66 K 601 tar 1 n. OVC c-' +W S.nOV In OS IFC N w�me 0$ z ^`W °o w GEE ° m °w a w G W yw y rw 970++> w as au >u EL LEE FILL AT 95% ' COMPACTION ED ABANDON REPLACE Er na EXISTING _WATERLINE _ ,I —\ I PHASE 1 cONSTRUCTI -- \ \ 1 \ \ \ 5 C TOP-675 TT J528 3 18" MIN 08° 20 W° INV LIN� =665 60 LEARo n INV ILO T) =88 49 N SAG TA12 +]].00 co Dil t�N9 \* PVL L W CNER SAG LEV.66625 in I o@aS o 0 �✓� Horizontal 5c le: 1 60 wP- BE iO rC\ R HDAE, 12" FLfA v m ISnale t 5 r3a? �Np nr! 40 V24 ":FREE CLARE TINT LA E �J- PROFILE GROSS -35 \ \ - - - -- PROFILE GROSS 35 PROFILE CL - A 695 690 685 680 675 670 665 660 655 650 z "E' "TeT - 0 +00 0 +50 1 +00 _. -.- 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 1) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. so IT w aET - - EVERT 2008 ROAD & BRIDGE STANDARDS) - -- - _ -... IU w 0 �1 QZ Oh �Q r (L Hm QO 4 ¢'0a 02W!U 2 00 J° d2 z O pN w NJ 2 0 �2 Q ¢ ~W ts �y ,i2asN 201 v� to evj ED gal (/'N D? Wse Q 0� hG R2 Z^ LU D.W M$ ���III Z QBl °m C7 a w 2 W ® BE REVISIONS July 30, 2014 Nov. 14,n2014 Comme Dec. 03, 2014 COMMENTS Dec. 11 2014 COMMENTS Dec. 1, 2015 COMMEN6 DATE 1rMay 9, 2014 j W J11 T L1.. 6 Y U OC O 7 m ZI J_ J oI L� r �0 W 0 BE 0 M< I.L l FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 �A•1mu "F °`q 700 1Ex -9 CLAREMONT LANE 700 10 +00- 10 +50 17 +00 17 +50 12 +00 12 +50 13 +00. 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17+00 o N o "m 2 S cx _^ ^ - u +00 1J +50 18 +00 18 +60 19 +00 i C toP2, N, lilli4 [� 695 -- STORM SEWER r PHASE 1 CONNECTION STORM SEWER PROFILE PROFILE #20 - #27 s90 1Ex 3z1 FIELDING RUN DRIVE <•• s90 TO EXIST. 12" WATERLINE #13 TO #41 s6o 20 660 670 670 DI -36 DI -2A 690 680 13 L 4 4 L 2 2' 680 MW 665 660 655 650 fi45 NF 097 00 PROP. 12" ac LEE W/L VERTICAL B \ 3 OVER \ I; x SEPARATION `p 27 EAVES U 6117 LF. OF 30'� HOPE 0IAS% 03 U tta Do 0 J ZUZ jw Q wo> wWbw w ammo U x, `xU IQIQ -Z' "no EN F Ec 00 n 665 D 675 660 670 12' 655 665 650 660 645 0 +00 0 +50 1 +00 655 Horizontal ale r 50' — EXISTING GRADE VeaciJS lea 5 FINISHED GRADE NOTE: 650 CONNECTION TO EXISTING 12" MAIN WILL REQUIRE A TEMPORARY INTURUPTION TO THE AVAILABLE FIRE FLOW. COORDINATE WITH ACSA. SCALE 5 hRT"AL 645 a r Z +a 0 oe FQ - s C) I El L 2 59,07 IF OF 15' HoPE CONN CTS TO ® a. a"z S #34 42 40 143.36 LL OF 36.89 L.F. OF 24" HOPE 15° HOPE CNN SENN kA So ��o r II ill it n . Horizontal Sea LAz VeH Cal Scale' KZzz » EXISTING GRADE FINISHED GRADE 675 + 675 0 s7o 0 670 665 665 660 660 0 655 655 650 650 e 1'=50 1'-V 645 DI -3B DI- E ZI N 1 FBI a� I PER P. 12" D.I. WA P OVIDE 12 MIN. SE ARATION 2 O 140.99 L F. 0 HDPE 0 0.96 \ CONNECTS To t9 `( STR,SDA R�LF [99. ss 000 O Z 0 685 fi]5 68 6]0 i 675 665 30" 670 660 665 655 660 650 KQ o� of in Wz o b Z rvw Ne.vu .I, .o Em k- �rc rw Q rc Fw ¢97¢97 Fw 62 NW NWNW 0E L] zw aa> _ z E1 rt� L_ a ° - 0o w u m F0 wmo (( rc �^„ `o IIN VI0�1)6666 65 w 97408 _. 6 _ 72. _ UP 1 23 K -V wK yz ry CD1__ _ _ nm UOm 03 '^O UOR u+iw rc as >a M sl -20 ED FILL 9 FILL AT 95% COMPACTION _ COMPACTION SAG s 64.Ou FIELDING IUN DRIVE SAG E E 6]13 PROFILE FFSET 50 0. - PROFILE FSET5n B D1\ /L PROFILE C Horizonte Be. Is 1' =50' Verclwl Scale 1 �' 6' PVC /L kc aa O 685 685 680 680 675 675 670 670 665 665 660 660 645 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 655 645 — EXISTING GRADE FINISHED GRADE s ^uE 1 -D' HORIZONTAL Horizontal Scale: 1 =50' STORMWATER NOTES: Vertical S ale 1 5' 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. I 1� 1 0 +00 0 Sn 1 +pp 850 5E is, 2) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS o W ,W 1,, aw ce a> a aw aw'... U _ W ELI z13 .64 F U4O K =7.66 K 601 tar 1 n. OVC c-' +W S.nOV In OS IFC N w�me 0$ z ^`W °o w GEE ° m °w a w G W yw y rw 970++> w as au >u EL LEE FILL AT 95% ' COMPACTION ED ABANDON REPLACE Er na EXISTING _WATERLINE _ ,I —\ I PHASE 1 cONSTRUCTI -- \ \ 1 \ \ \ 5 C TOP-675 TT J528 3 18" MIN 08° 20 W° INV LIN� =665 60 LEARo n INV ILO T) =88 49 N SAG TA12 +]].00 co Dil t�N9 \* PVL L W CNER SAG LEV.66625 in I o@aS o 0 �✓� Horizontal 5c le: 1 60 wP- BE iO rC\ R HDAE, 12" FLfA v m ISnale t 5 r3a? �Np nr! 40 V24 ":FREE CLARE TINT LA E �J- PROFILE GROSS -35 \ \ - - - -- PROFILE GROSS 35 PROFILE CL - A 695 690 685 680 675 670 665 660 655 650 z "E' "TeT - 0 +00 0 +50 1 +00 _. -.- 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 1) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. so IT w aET - - EVERT 2008 ROAD & BRIDGE STANDARDS) - -- - _ -... IU w 0 �1 QZ Oh �Q r (L Hm QO 4 ¢'0a 02W!U 2 00 J° d2 z O pN w NJ 2 0 �2 Q ¢ ~W ts �y ,i2asN 201 v� to evj ED gal (/'N D? Wse Q 0� hG R2 Z^ LU D.W M$ ���III Z QBl °m C7 a w 2 W ® BE REVISIONS July 30, 2014 Nov. 14,n2014 Comme Dec. 03, 2014 COMMENTS Dec. 11 2014 COMMENTS Dec. 1, 2015 COMMEN6 DATE 1rMay 9, 2014 j W J11 T L1.. 6 Y U OC O 7 m ZI J_ J oI L� r �0 W 0 BE 0 M< I.L l FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 n 665 D 675 660 670 12' 655 665 650 660 645 0 +00 0 +50 1 +00 655 Horizontal ale r 50' — EXISTING GRADE VeaciJS lea 5 FINISHED GRADE NOTE: 650 CONNECTION TO EXISTING 12" MAIN WILL REQUIRE A TEMPORARY INTURUPTION TO THE AVAILABLE FIRE FLOW. COORDINATE WITH ACSA. SCALE 5 hRT"AL 645 a r Z +a 0 oe FQ - s C) I El L 2 59,07 IF OF 15' HoPE CONN CTS TO ® a. a"z S #34 42 40 143.36 LL OF 36.89 L.F. OF 24" HOPE 15° HOPE CNN SENN kA So ��o r II ill it n . Horizontal Sea LAz VeH Cal Scale' KZzz » EXISTING GRADE FINISHED GRADE 675 + 675 0 s7o 0 670 665 665 660 660 0 655 655 650 650 e 1'=50 1'-V 645 DI -3B DI- E ZI N 1 FBI a� I PER P. 12" D.I. WA P OVIDE 12 MIN. SE ARATION 2 O 140.99 L F. 0 HDPE 0 0.96 \ CONNECTS To t9 `( STR,SDA R�LF [99. ss 000 O Z 0 685 fi]5 68 6]0 i 675 665 30" 670 660 665 655 660 650 KQ o� of in Wz o b Z rvw Ne.vu .I, .o Em k- �rc rw Q rc Fw ¢97¢97 Fw 62 NW NWNW 0E L] zw aa> _ z E1 rt� L_ a ° - 0o w u m F0 wmo (( rc �^„ `o IIN VI0�1)6666 65 w 97408 _. 6 _ 72. _ UP 1 23 K -V wK yz ry CD1__ _ _ nm UOm 03 '^O UOR u+iw rc as >a M sl -20 ED FILL 9 FILL AT 95% COMPACTION _ COMPACTION SAG s 64.Ou FIELDING IUN DRIVE SAG E E 6]13 PROFILE FFSET 50 0. - PROFILE FSET5n B D1\ /L PROFILE C Horizonte Be. Is 1' =50' Verclwl Scale 1 �' 6' PVC /L kc aa O 685 685 680 680 675 675 670 670 665 665 660 660 645 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 655 645 — EXISTING GRADE FINISHED GRADE s ^uE 1 -D' HORIZONTAL Horizontal Scale: 1 =50' STORMWATER NOTES: Vertical S ale 1 5' 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. I 1� 1 0 +00 0 Sn 1 +pp 850 5E is, 2) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS o W ,W 1,, aw ce a> a aw aw'... U _ W ELI z13 .64 F U4O K =7.66 K 601 tar 1 n. OVC c-' +W S.nOV In OS IFC N w�me 0$ z ^`W °o w GEE ° m °w a w G W yw y rw 970++> w as au >u EL LEE FILL AT 95% ' COMPACTION ED ABANDON REPLACE Er na EXISTING _WATERLINE _ ,I —\ I PHASE 1 cONSTRUCTI -- \ \ 1 \ \ \ 5 C TOP-675 TT J528 3 18" MIN 08° 20 W° INV LIN� =665 60 LEARo n INV ILO T) =88 49 N SAG TA12 +]].00 co Dil t�N9 \* PVL L W CNER SAG LEV.66625 in I o@aS o 0 �✓� Horizontal 5c le: 1 60 wP- BE iO rC\ R HDAE, 12" FLfA v m ISnale t 5 r3a? �Np nr! 40 V24 ":FREE CLARE TINT LA E �J- PROFILE GROSS -35 \ \ - - - -- PROFILE GROSS 35 PROFILE CL - A 695 690 685 680 675 670 665 660 655 650 z "E' "TeT - 0 +00 0 +50 1 +00 _. -.- 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 1) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. so IT w aET - - EVERT 2008 ROAD & BRIDGE STANDARDS) - -- - _ -... IU w 0 �1 QZ Oh �Q r (L Hm QO 4 ¢'0a 02W!U 2 00 J° d2 z O pN w NJ 2 0 �2 Q ¢ ~W ts �y ,i2asN 201 v� to evj ED gal (/'N D? Wse Q 0� hG R2 Z^ LU D.W M$ ���III Z QBl °m C7 a w 2 W ® BE REVISIONS July 30, 2014 Nov. 14,n2014 Comme Dec. 03, 2014 COMMENTS Dec. 11 2014 COMMENTS Dec. 1, 2015 COMMEN6 DATE 1rMay 9, 2014 j W J11 T L1.. 6 Y U OC O 7 m ZI J_ J oI L� r �0 W 0 BE 0 M< I.L l FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 0 +00 0 +50 1 +00 655 Horizontal ale r 50' — EXISTING GRADE VeaciJS lea 5 FINISHED GRADE NOTE: 650 CONNECTION TO EXISTING 12" MAIN WILL REQUIRE A TEMPORARY INTURUPTION TO THE AVAILABLE FIRE FLOW. COORDINATE WITH ACSA. SCALE 5 hRT"AL 645 a r Z +a 0 oe FQ - s C) I El L 2 59,07 IF OF 15' HoPE CONN CTS TO ® a. a"z S #34 42 40 143.36 LL OF 36.89 L.F. OF 24" HOPE 15° HOPE CNN SENN kA So ��o r II ill it n . Horizontal Sea LAz VeH Cal Scale' KZzz » EXISTING GRADE FINISHED GRADE 675 + 675 0 s7o 0 670 665 665 660 660 0 655 655 650 650 e 1'=50 1'-V 645 DI -3B DI- E ZI N 1 FBI a� I PER P. 12" D.I. WA P OVIDE 12 MIN. SE ARATION 2 O 140.99 L F. 0 HDPE 0 0.96 \ CONNECTS To t9 `( STR,SDA R�LF [99. ss 000 O Z 0 685 fi]5 68 6]0 i 675 665 30" 670 660 665 655 660 650 KQ o� of in Wz o b Z rvw Ne.vu .I, .o Em k- �rc rw Q rc Fw ¢97¢97 Fw 62 NW NWNW 0E L] zw aa> _ z E1 rt� L_ a ° - 0o w u m F0 wmo (( rc �^„ `o IIN VI0�1)6666 65 w 97408 _. 6 _ 72. _ UP 1 23 K -V wK yz ry CD1__ _ _ nm UOm 03 '^O UOR u+iw rc as >a M sl -20 ED FILL 9 FILL AT 95% COMPACTION _ COMPACTION SAG s 64.Ou FIELDING IUN DRIVE SAG E E 6]13 PROFILE FFSET 50 0. - PROFILE FSET5n B D1\ /L PROFILE C Horizonte Be. Is 1' =50' Verclwl Scale 1 �' 6' PVC /L kc aa O 685 685 680 680 675 675 670 670 665 665 660 660 645 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 655 645 — EXISTING GRADE FINISHED GRADE s ^uE 1 -D' HORIZONTAL Horizontal Scale: 1 =50' STORMWATER NOTES: Vertical S ale 1 5' 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. I 1� 1 0 +00 0 Sn 1 +pp 850 5E is, 2) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS o W ,W 1,, aw ce a> a aw aw'... U _ W ELI z13 .64 F U4O K =7.66 K 601 tar 1 n. OVC c-' +W S.nOV In OS IFC N w�me 0$ z ^`W °o w GEE ° m °w a w G W yw y rw 970++> w as au >u EL LEE FILL AT 95% ' COMPACTION ED ABANDON REPLACE Er na EXISTING _WATERLINE _ ,I —\ I PHASE 1 cONSTRUCTI -- \ \ 1 \ \ \ 5 C TOP-675 TT J528 3 18" MIN 08° 20 W° INV LIN� =665 60 LEARo n INV ILO T) =88 49 N SAG TA12 +]].00 co Dil t�N9 \* PVL L W CNER SAG LEV.66625 in I o@aS o 0 �✓� Horizontal 5c le: 1 60 wP- BE iO rC\ R HDAE, 12" FLfA v m ISnale t 5 r3a? �Np nr! 40 V24 ":FREE CLARE TINT LA E �J- PROFILE GROSS -35 \ \ - - - -- PROFILE GROSS 35 PROFILE CL - A 695 690 685 680 675 670 665 660 655 650 z "E' "TeT - 0 +00 0 +50 1 +00 _. -.- 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 1) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. so IT w aET - - EVERT 2008 ROAD & BRIDGE STANDARDS) - -- - _ -... IU w 0 �1 QZ Oh �Q r (L Hm QO 4 ¢'0a 02W!U 2 00 J° d2 z O pN w NJ 2 0 �2 Q ¢ ~W ts �y ,i2asN 201 v� to evj ED gal (/'N D? Wse Q 0� hG R2 Z^ LU D.W M$ ���III Z QBl °m C7 a w 2 W ® BE REVISIONS July 30, 2014 Nov. 14,n2014 Comme Dec. 03, 2014 COMMENTS Dec. 11 2014 COMMENTS Dec. 1, 2015 COMMEN6 DATE 1rMay 9, 2014 j W J11 T L1.. 6 Y U OC O 7 m ZI J_ J oI L� r �0 W 0 BE 0 M< I.L l FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 EXISTING GRADE FINISHED GRADE 675 + 675 0 s7o 0 670 665 665 660 660 0 655 655 650 650 e 1'=50 1'-V 645 DI -3B DI- E ZI N 1 FBI a� I PER P. 12" D.I. WA P OVIDE 12 MIN. SE ARATION 2 O 140.99 L F. 0 HDPE 0 0.96 \ CONNECTS To t9 `( STR,SDA R�LF [99. ss 000 O Z 0 685 fi]5 68 6]0 i 675 665 30" 670 660 665 655 660 650 KQ o� of in Wz o b Z rvw Ne.vu .I, .o Em k- �rc rw Q rc Fw ¢97¢97 Fw 62 NW NWNW 0E L] zw aa> _ z E1 rt� L_ a ° - 0o w u m F0 wmo (( rc �^„ `o IIN VI0�1)6666 65 w 97408 _. 6 _ 72. _ UP 1 23 K -V wK yz ry CD1__ _ _ nm UOm 03 '^O UOR u+iw rc as >a M sl -20 ED FILL 9 FILL AT 95% COMPACTION _ COMPACTION SAG s 64.Ou FIELDING IUN DRIVE SAG E E 6]13 PROFILE FFSET 50 0. - PROFILE FSET5n B D1\ /L PROFILE C Horizonte Be. Is 1' =50' Verclwl Scale 1 �' 6' PVC /L kc aa O 685 685 680 680 675 675 670 670 665 665 660 660 645 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 655 645 — EXISTING GRADE FINISHED GRADE s ^uE 1 -D' HORIZONTAL Horizontal Scale: 1 =50' STORMWATER NOTES: Vertical S ale 1 5' 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. I 1� 1 0 +00 0 Sn 1 +pp 850 5E is, 2) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS o W ,W 1,, aw ce a> a aw aw'... U _ W ELI z13 .64 F U4O K =7.66 K 601 tar 1 n. OVC c-' +W S.nOV In OS IFC N w�me 0$ z ^`W °o w GEE ° m °w a w G W yw y rw 970++> w as au >u EL LEE FILL AT 95% ' COMPACTION ED ABANDON REPLACE Er na EXISTING _WATERLINE _ ,I —\ I PHASE 1 cONSTRUCTI -- \ \ 1 \ \ \ 5 C TOP-675 TT J528 3 18" MIN 08° 20 W° INV LIN� =665 60 LEARo n INV ILO T) =88 49 N SAG TA12 +]].00 co Dil t�N9 \* PVL L W CNER SAG LEV.66625 in I o@aS o 0 �✓� Horizontal 5c le: 1 60 wP- BE iO rC\ R HDAE, 12" FLfA v m ISnale t 5 r3a? �Np nr! 40 V24 ":FREE CLARE TINT LA E �J- PROFILE GROSS -35 \ \ - - - -- PROFILE GROSS 35 PROFILE CL - A 695 690 685 680 675 670 665 660 655 650 z "E' "TeT - 0 +00 0 +50 1 +00 _. -.- 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 1) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. so IT w aET - - EVERT 2008 ROAD & BRIDGE STANDARDS) - -- - _ -... IU w 0 �1 QZ Oh �Q r (L Hm QO 4 ¢'0a 02W!U 2 00 J° d2 z O pN w NJ 2 0 �2 Q ¢ ~W ts �y ,i2asN 201 v� to evj ED gal (/'N D? Wse Q 0� hG R2 Z^ LU D.W M$ ���III Z QBl °m C7 a w 2 W ® BE REVISIONS July 30, 2014 Nov. 14,n2014 Comme Dec. 03, 2014 COMMENTS Dec. 11 2014 COMMENTS Dec. 1, 2015 COMMEN6 DATE 1rMay 9, 2014 j W J11 T L1.. 6 Y U OC O 7 m ZI J_ J oI L� r �0 W 0 BE 0 M< I.L l FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 DI -3B DI- E ZI N 1 FBI a� I PER P. 12" D.I. WA P OVIDE 12 MIN. SE ARATION 2 O 140.99 L F. 0 HDPE 0 0.96 \ CONNECTS To t9 `( STR,SDA R�LF [99. ss 000 O Z 0 685 fi]5 68 6]0 i 675 665 30" 670 660 665 655 660 650 KQ o� of in Wz o b Z rvw Ne.vu .I, .o Em k- �rc rw Q rc Fw ¢97¢97 Fw 62 NW NWNW 0E L] zw aa> _ z E1 rt� L_ a ° - 0o w u m F0 wmo (( rc �^„ `o IIN VI0�1)6666 65 w 97408 _. 6 _ 72. _ UP 1 23 K -V wK yz ry CD1__ _ _ nm UOm 03 '^O UOR u+iw rc as >a M sl -20 ED FILL 9 FILL AT 95% COMPACTION _ COMPACTION SAG s 64.Ou FIELDING IUN DRIVE SAG E E 6]13 PROFILE FFSET 50 0. - PROFILE FSET5n B D1\ /L PROFILE C Horizonte Be. Is 1' =50' Verclwl Scale 1 �' 6' PVC /L kc aa O 685 685 680 680 675 675 670 670 665 665 660 660 645 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 655 645 — EXISTING GRADE FINISHED GRADE s ^uE 1 -D' HORIZONTAL Horizontal Scale: 1 =50' STORMWATER NOTES: Vertical S ale 1 5' 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. I 1� 1 0 +00 0 Sn 1 +pp 850 5E is, 2) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS o W ,W 1,, aw ce a> a aw aw'... U _ W ELI z13 .64 F U4O K =7.66 K 601 tar 1 n. OVC c-' +W S.nOV In OS IFC N w�me 0$ z ^`W °o w GEE ° m °w a w G W yw y rw 970++> w as au >u EL LEE FILL AT 95% ' COMPACTION ED ABANDON REPLACE Er na EXISTING _WATERLINE _ ,I —\ I PHASE 1 cONSTRUCTI -- \ \ 1 \ \ \ 5 C TOP-675 TT J528 3 18" MIN 08° 20 W° INV LIN� =665 60 LEARo n INV ILO T) =88 49 N SAG TA12 +]].00 co Dil t�N9 \* PVL L W CNER SAG LEV.66625 in I o@aS o 0 �✓� Horizontal 5c le: 1 60 wP- BE iO rC\ R HDAE, 12" FLfA v m ISnale t 5 r3a? �Np nr! 40 V24 ":FREE CLARE TINT LA E �J- PROFILE GROSS -35 \ \ - - - -- PROFILE GROSS 35 PROFILE CL - A 695 690 685 680 675 670 665 660 655 650 z "E' "TeT - 0 +00 0 +50 1 +00 _. -.- 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 1) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. so IT w aET - - EVERT 2008 ROAD & BRIDGE STANDARDS) - -- - _ -... IU w 0 �1 QZ Oh �Q r (L Hm QO 4 ¢'0a 02W!U 2 00 J° d2 z O pN w NJ 2 0 �2 Q ¢ ~W ts �y ,i2asN 201 v� to evj ED gal (/'N D? Wse Q 0� hG R2 Z^ LU D.W M$ ���III Z QBl °m C7 a w 2 W ® BE REVISIONS July 30, 2014 Nov. 14,n2014 Comme Dec. 03, 2014 COMMENTS Dec. 11 2014 COMMENTS Dec. 1, 2015 COMMEN6 DATE 1rMay 9, 2014 j W J11 T L1.. 6 Y U OC O 7 m ZI J_ J oI L� r �0 W 0 BE 0 M< I.L l FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 685 fi]5 68 6]0 i 675 665 30" 670 660 665 655 660 650 KQ o� of in Wz o b Z rvw Ne.vu .I, .o Em k- �rc rw Q rc Fw ¢97¢97 Fw 62 NW NWNW 0E L] zw aa> _ z E1 rt� L_ a ° - 0o w u m F0 wmo (( rc �^„ `o IIN VI0�1)6666 65 w 97408 _. 6 _ 72. _ UP 1 23 K -V wK yz ry CD1__ _ _ nm UOm 03 '^O UOR u+iw rc as >a M sl -20 ED FILL 9 FILL AT 95% COMPACTION _ COMPACTION SAG s 64.Ou FIELDING IUN DRIVE SAG E E 6]13 PROFILE FFSET 50 0. - PROFILE FSET5n B D1\ /L PROFILE C Horizonte Be. Is 1' =50' Verclwl Scale 1 �' 6' PVC /L kc aa O 685 685 680 680 675 675 670 670 665 665 660 660 645 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 655 645 — EXISTING GRADE FINISHED GRADE s ^uE 1 -D' HORIZONTAL Horizontal Scale: 1 =50' STORMWATER NOTES: Vertical S ale 1 5' 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. I 1� 1 0 +00 0 Sn 1 +pp 850 5E is, 2) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS o W ,W 1,, aw ce a> a aw aw'... U _ W ELI z13 .64 F U4O K =7.66 K 601 tar 1 n. OVC c-' +W S.nOV In OS IFC N w�me 0$ z ^`W °o w GEE ° m °w a w G W yw y rw 970++> w as au >u EL LEE FILL AT 95% ' COMPACTION ED ABANDON REPLACE Er na EXISTING _WATERLINE _ ,I —\ I PHASE 1 cONSTRUCTI -- \ \ 1 \ \ \ 5 C TOP-675 TT J528 3 18" MIN 08° 20 W° INV LIN� =665 60 LEARo n INV ILO T) =88 49 N SAG TA12 +]].00 co Dil t�N9 \* PVL L W CNER SAG LEV.66625 in I o@aS o 0 �✓� Horizontal 5c le: 1 60 wP- BE iO rC\ R HDAE, 12" FLfA v m ISnale t 5 r3a? �Np nr! 40 V24 ":FREE CLARE TINT LA E �J- PROFILE GROSS -35 \ \ - - - -- PROFILE GROSS 35 PROFILE CL - A 695 690 685 680 675 670 665 660 655 650 z "E' "TeT - 0 +00 0 +50 1 +00 _. -.- 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 1) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. so IT w aET - - EVERT 2008 ROAD & BRIDGE STANDARDS) - -- - _ -... IU w 0 �1 QZ Oh �Q r (L Hm QO 4 ¢'0a 02W!U 2 00 J° d2 z O pN w NJ 2 0 �2 Q ¢ ~W ts �y ,i2asN 201 v� to evj ED gal (/'N D? Wse Q 0� hG R2 Z^ LU D.W M$ ���III Z QBl °m C7 a w 2 W ® BE REVISIONS July 30, 2014 Nov. 14,n2014 Comme Dec. 03, 2014 COMMENTS Dec. 11 2014 COMMENTS Dec. 1, 2015 COMMEN6 DATE 1rMay 9, 2014 j W J11 T L1.. 6 Y U OC O 7 m ZI J_ J oI L� r �0 W 0 BE 0 M< I.L l FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 KQ o� of in Wz o b Z rvw Ne.vu .I, .o Em k- �rc rw Q rc Fw ¢97¢97 Fw 62 NW NWNW 0E L] zw aa> _ z E1 rt� L_ a ° - 0o w u m F0 wmo (( rc �^„ `o IIN VI0�1)6666 65 w 97408 _. 6 _ 72. _ UP 1 23 K -V wK yz ry CD1__ _ _ nm UOm 03 '^O UOR u+iw rc as >a M sl -20 ED FILL 9 FILL AT 95% COMPACTION _ COMPACTION SAG s 64.Ou FIELDING IUN DRIVE SAG E E 6]13 PROFILE FFSET 50 0. - PROFILE FSET5n B D1\ /L PROFILE C Horizonte Be. Is 1' =50' Verclwl Scale 1 �' 6' PVC /L kc aa O 685 685 680 680 675 675 670 670 665 665 660 660 645 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 655 645 — EXISTING GRADE FINISHED GRADE s ^uE 1 -D' HORIZONTAL Horizontal Scale: 1 =50' STORMWATER NOTES: Vertical S ale 1 5' 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. I 1� 1 0 +00 0 Sn 1 +pp 850 5E is, 2) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS o W ,W 1,, aw ce a> a aw aw'... U _ W ELI z13 .64 F U4O K =7.66 K 601 tar 1 n. OVC c-' +W S.nOV In OS IFC N w�me 0$ z ^`W °o w GEE ° m °w a w G W yw y rw 970++> w as au >u EL LEE FILL AT 95% ' COMPACTION ED ABANDON REPLACE Er na EXISTING _WATERLINE _ ,I —\ I PHASE 1 cONSTRUCTI -- \ \ 1 \ \ \ 5 C TOP-675 TT J528 3 18" MIN 08° 20 W° INV LIN� =665 60 LEARo n INV ILO T) =88 49 N SAG TA12 +]].00 co Dil t�N9 \* PVL L W CNER SAG LEV.66625 in I o@aS o 0 �✓� Horizontal 5c le: 1 60 wP- BE iO rC\ R HDAE, 12" FLfA v m ISnale t 5 r3a? �Np nr! 40 V24 ":FREE CLARE TINT LA E �J- PROFILE GROSS -35 \ \ - - - -- PROFILE GROSS 35 PROFILE CL - A 695 690 685 680 675 670 665 660 655 650 z "E' "TeT - 0 +00 0 +50 1 +00 _. -.- 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 1) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. so IT w aET - - EVERT 2008 ROAD & BRIDGE STANDARDS) - -- - _ -... IU w 0 �1 QZ Oh �Q r (L Hm QO 4 ¢'0a 02W!U 2 00 J° d2 z O pN w NJ 2 0 �2 Q ¢ ~W ts �y ,i2asN 201 v� to evj ED gal (/'N D? Wse Q 0� hG R2 Z^ LU D.W M$ ���III Z QBl °m C7 a w 2 W ® BE REVISIONS July 30, 2014 Nov. 14,n2014 Comme Dec. 03, 2014 COMMENTS Dec. 11 2014 COMMENTS Dec. 1, 2015 COMMEN6 DATE 1rMay 9, 2014 j W J11 T L1.. 6 Y U OC O 7 m ZI J_ J oI L� r �0 W 0 BE 0 M< I.L l FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 685 685 680 680 675 675 670 670 665 665 660 660 645 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 655 645 — EXISTING GRADE FINISHED GRADE s ^uE 1 -D' HORIZONTAL Horizontal Scale: 1 =50' STORMWATER NOTES: Vertical S ale 1 5' 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. I 1� 1 0 +00 0 Sn 1 +pp 850 5E is, 2) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS o W ,W 1,, aw ce a> a aw aw'... U _ W ELI z13 .64 F U4O K =7.66 K 601 tar 1 n. OVC c-' +W S.nOV In OS IFC N w�me 0$ z ^`W °o w GEE ° m °w a w G W yw y rw 970++> w as au >u EL LEE FILL AT 95% ' COMPACTION ED ABANDON REPLACE Er na EXISTING _WATERLINE _ ,I —\ I PHASE 1 cONSTRUCTI -- \ \ 1 \ \ \ 5 C TOP-675 TT J528 3 18" MIN 08° 20 W° INV LIN� =665 60 LEARo n INV ILO T) =88 49 N SAG TA12 +]].00 co Dil t�N9 \* PVL L W CNER SAG LEV.66625 in I o@aS o 0 �✓� Horizontal 5c le: 1 60 wP- BE iO rC\ R HDAE, 12" FLfA v m ISnale t 5 r3a? �Np nr! 40 V24 ":FREE CLARE TINT LA E �J- PROFILE GROSS -35 \ \ - - - -- PROFILE GROSS 35 PROFILE CL - A 695 690 685 680 675 670 665 660 655 650 z "E' "TeT - 0 +00 0 +50 1 +00 _. -.- 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 1) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. so IT w aET - - EVERT 2008 ROAD & BRIDGE STANDARDS) - -- - _ -... IU w 0 �1 QZ Oh �Q r (L Hm QO 4 ¢'0a 02W!U 2 00 J° d2 z O pN w NJ 2 0 �2 Q ¢ ~W ts �y ,i2asN 201 v� to evj ED gal (/'N D? Wse Q 0� hG R2 Z^ LU D.W M$ ���III Z QBl °m C7 a w 2 W ® BE REVISIONS July 30, 2014 Nov. 14,n2014 Comme Dec. 03, 2014 COMMENTS Dec. 11 2014 COMMENTS Dec. 1, 2015 COMMEN6 DATE 1rMay 9, 2014 j W J11 T L1.. 6 Y U OC O 7 m ZI J_ J oI L� r �0 W 0 BE 0 M< I.L l FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 645 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 655 645 — EXISTING GRADE FINISHED GRADE s ^uE 1 -D' HORIZONTAL Horizontal Scale: 1 =50' STORMWATER NOTES: Vertical S ale 1 5' 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. I 1� 1 0 +00 0 Sn 1 +pp 850 5E is, 2) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS o W ,W 1,, aw ce a> a aw aw'... U _ W ELI z13 .64 F U4O K =7.66 K 601 tar 1 n. OVC c-' +W S.nOV In OS IFC N w�me 0$ z ^`W °o w GEE ° m °w a w G W yw y rw 970++> w as au >u EL LEE FILL AT 95% ' COMPACTION ED ABANDON REPLACE Er na EXISTING _WATERLINE _ ,I —\ I PHASE 1 cONSTRUCTI -- \ \ 1 \ \ \ 5 C TOP-675 TT J528 3 18" MIN 08° 20 W° INV LIN� =665 60 LEARo n INV ILO T) =88 49 N SAG TA12 +]].00 co Dil t�N9 \* PVL L W CNER SAG LEV.66625 in I o@aS o 0 �✓� Horizontal 5c le: 1 60 wP- BE iO rC\ R HDAE, 12" FLfA v m ISnale t 5 r3a? �Np nr! 40 V24 ":FREE CLARE TINT LA E �J- PROFILE GROSS -35 \ \ - - - -- PROFILE GROSS 35 PROFILE CL - A 695 690 685 680 675 670 665 660 655 650 z "E' "TeT - 0 +00 0 +50 1 +00 _. -.- 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 1) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. so IT w aET - - EVERT 2008 ROAD & BRIDGE STANDARDS) - -- - _ -... IU w 0 �1 QZ Oh �Q r (L Hm QO 4 ¢'0a 02W!U 2 00 J° d2 z O pN w NJ 2 0 �2 Q ¢ ~W ts �y ,i2asN 201 v� to evj ED gal (/'N D? Wse Q 0� hG R2 Z^ LU D.W M$ ���III Z QBl °m C7 a w 2 W ® BE REVISIONS July 30, 2014 Nov. 14,n2014 Comme Dec. 03, 2014 COMMENTS Dec. 11 2014 COMMENTS Dec. 1, 2015 COMMEN6 DATE 1rMay 9, 2014 j W J11 T L1.. 6 Y U OC O 7 m ZI J_ J oI L� r �0 W 0 BE 0 M< I.L l FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 o W ,W 1,, aw ce a> a aw aw'... U _ W ELI z13 .64 F U4O K =7.66 K 601 tar 1 n. OVC c-' +W S.nOV In OS IFC N w�me 0$ z ^`W °o w GEE ° m °w a w G W yw y rw 970++> w as au >u EL LEE FILL AT 95% ' COMPACTION ED ABANDON REPLACE Er na EXISTING _WATERLINE _ ,I —\ I PHASE 1 cONSTRUCTI -- \ \ 1 \ \ \ 5 C TOP-675 TT J528 3 18" MIN 08° 20 W° INV LIN� =665 60 LEARo n INV ILO T) =88 49 N SAG TA12 +]].00 co Dil t�N9 \* PVL L W CNER SAG LEV.66625 in I o@aS o 0 �✓� Horizontal 5c le: 1 60 wP- BE iO rC\ R HDAE, 12" FLfA v m ISnale t 5 r3a? �Np nr! 40 V24 ":FREE CLARE TINT LA E �J- PROFILE GROSS -35 \ \ - - - -- PROFILE GROSS 35 PROFILE CL - A 695 690 685 680 675 670 665 660 655 650 z "E' "TeT - 0 +00 0 +50 1 +00 _. -.- 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 1) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. so IT w aET - - EVERT 2008 ROAD & BRIDGE STANDARDS) - -- - _ -... IU w 0 �1 QZ Oh �Q r (L Hm QO 4 ¢'0a 02W!U 2 00 J° d2 z O pN w NJ 2 0 �2 Q ¢ ~W ts �y ,i2asN 201 v� to evj ED gal (/'N D? Wse Q 0� hG R2 Z^ LU D.W M$ ���III Z QBl °m C7 a w 2 W ® BE REVISIONS July 30, 2014 Nov. 14,n2014 Comme Dec. 03, 2014 COMMENTS Dec. 11 2014 COMMENTS Dec. 1, 2015 COMMEN6 DATE 1rMay 9, 2014 j W J11 T L1.. 6 Y U OC O 7 m ZI J_ J oI L� r �0 W 0 BE 0 M< I.L l FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 695 690 685 680 675 670 665 660 655 650 z "E' "TeT - 0 +00 0 +50 1 +00 _. -.- 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 1) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. so IT w aET - - EVERT 2008 ROAD & BRIDGE STANDARDS) - -- - _ -... IU w 0 �1 QZ Oh �Q r (L Hm QO 4 ¢'0a 02W!U 2 00 J° d2 z O pN w NJ 2 0 �2 Q ¢ ~W ts �y ,i2asN 201 v� to evj ED gal (/'N D? Wse Q 0� hG R2 Z^ LU D.W M$ ���III Z QBl °m C7 a w 2 W ® BE REVISIONS July 30, 2014 Nov. 14,n2014 Comme Dec. 03, 2014 COMMENTS Dec. 11 2014 COMMENTS Dec. 1, 2015 COMMEN6 DATE 1rMay 9, 2014 j W J11 T L1.. 6 Y U OC O 7 m ZI J_ J oI L� r �0 W 0 BE 0 M< I.L l FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 IU w 0 �1 QZ Oh �Q r (L Hm QO 4 ¢'0a 02W!U 2 00 J° d2 z O pN w NJ 2 0 �2 Q ¢ ~W ts �y ,i2asN 201 v� to evj ED gal (/'N D? Wse Q 0� hG R2 Z^ LU D.W M$ ���III Z QBl °m C7 a w 2 W ® BE REVISIONS July 30, 2014 Nov. 14,n2014 Comme Dec. 03, 2014 COMMENTS Dec. 11 2014 COMMENTS Dec. 1, 2015 COMMEN6 DATE 1rMay 9, 2014 j W J11 T L1.. 6 Y U OC O 7 m ZI J_ J oI L� r �0 W 0 BE 0 M< I.L l FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 FILE NUMBER1 I 8053 J 1. SHEET 11 / 17 n� oa m� nm 670 w O= 3e fJm Dm w wm 0+00 0+50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 STORM SEWER NOTE: 665 CONTRACTOR SHALL PLACE FILL UNDER INLE 5 AT 954 COMPACTION AND EMBANKMENT MATERIAL SHALL CONEST PREDOMINANTLY OF SOIL AND 9E PLACED IN SUCCESSIVE UNIFORM LAVERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH SOOT 2007 ROAD & BRIDGE SPECIFICATION 30304. AFTER 3 FOOT VERTICAL PLACEMENT OF FILL CONTRACTOR SI {ALL EXCAVATE RECENTLY tA10 FILL AND INSTALL COMPACTED VDOT SM. 21A STONE IN AN e48' GC. COMPACTED 21A AREA CENTERED ON THE INLET(S). CONTRACTOR SHALL REPEAT THIS OPERATION 660 UNTIL AN WE O.C. COMPACTED 21A STONE BASE IS INSTALLED ELECTED THE EXISTNG GROUND AND THE PROPOSED INLETS) BASE IN EFFORTS TO REDUCE THE RISK OF GETNNG. CONTRACTOR SHALL PROVIDE WEST WITH FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. SCALE 1" = 5 IERTICA_ 655 NOTE: SANITARY SEWER MAIN AND MANHOLES F THRO El ARE PROPOSED WITH THE BLOCK 12 SITE PLANS �yo* ♦yma op N Feer 2 Y ! 65 STORM INLET NOTES: £ '-r A+ -' 2 S Ch t ph C. Mull gOn 2,) ALL INLETS DEEPER THAN 1 REQUIRE REQUIR OFF STEPS. L Nz 2) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS. ° e 2Ap 645 670 -36 F 15 °-gip - U 146. THE OF 2k' L -8' S9 OJ LF HELP ®1.16°4 CONNECTS DC 660 STI 7 LF OF 655 �30 W W � 655 s6c H PF® L9oz 650 0 � n 2+00 H FREE. 12 5907 LF OF 0 +00 0 +50 — �I A -. - __ C E ±o - + F OF 11 N 12 MIN 4" PVC—.— 18 C EAR iI ap 0_ SEPARATIONS S/L x1 I ITT II 44 0 1.92% 4 PVC 0 HOPE ®F p FUEL 52 DO y 192;41 36 40 L( CODES, 3� TS TO HOPE N p0 tp f % SHE 34 E3 ® 1 36,89 L.F. OF 15" STD of 24' HpPE EXISTING GRADE F 24' HOPE ®Ds a% / ® 1.70% \ h D.I. m Am<oa d E% 12° y.L WET $� 35.34 L (TO BE ABANDONED) F 24' WO Horizontal s 1'=50 FIR (PROP. 8" r ® o 57 E Yen IS le. -5 CD o 400 LF �,Q \ 6 CDC NON p � F 24' HDPE a4 .i Far aF« ri II 115.69 M 0150% FF OF oX o AP n it rGao III it LET PROTECTION 34.45 LF O o ZAP v, II II w IIr m M Horizontal SOeIe 1E=50 , F} » O »» o]_ s m"' �OZ j �DO to Ilj it II IIr II 11 II z z zo Fz o >xa 670 -36 sr ONAC c ♦STN♦ SCALE 1" = 50 670 U — — EXISTING GRADE 665 -� L -8' 665 650 1 +00 0 +5p DEEP 0 +60 1 +00 1 %60 2 +00 - -- -- -- -- CONNECTS DC 660 STI 7 LF OF 655 �30 W W � 655 s6c H PF® L9oz 650 690 685 660 655 650 645 640 STORM SEWER PROFILE #53 - #51 685 603 680 675 670 665 660 655 Horizontal scale: l " =50' Verlcal Scale: 1" =5' 650 680 0 II O 6750 670 665 660 555 650 DI -36 sr ONAC c ♦STN♦ SCALE 1" = 50 DI -33 U — — EXISTING GRADE 8'} -� L -8' m m .off 1 +00 0 +5p DEEP 0 +60 1 +00 1 %60 2 +00 - -- -- -- -- PROP. 12' D.I. W/L a 7 LF OF �30 W W � 650 660 H PF® L9oz - 0 � n 2+00 H 12 5907 LF OF 0 +00 0 +50 — �I A A o ear ,LET 646 HOPE ®440 ±o - + F OF 11 N N 4" PVC—.— 18 C EAR iI m ED O 0_ HDPE S/L I ;a II 44 0 1.92% 4 PVC - _ D FUEL 52 DO y 36 40 L( CODES, i0 TS TO HOPE N p0 tp f % SHE 34 E3 ® 621$• 3689 L 0 15" — — EXISTING GRADE F 24' HERE 0. - -. FINISHED GRADE D.I. m Am<oa $� N FIR (PROP. 8" r L r o CD o n \ 6 CDC m p � .i II 115.69 M II 2'CL H II oX o AP n it rGao II it LET PROTECTION 34.45 LF O o ZAP AP II II II II O IIr O _?o Horizontal SOeIe 1E=50 , j » O »» v rr aIS�Ie_1 s 690 685 660 655 650 645 640 STORM SEWER PROFILE #53 - #51 685 603 680 675 670 665 660 655 Horizontal scale: l " =50' Verlcal Scale: 1" =5' 650 680 0 II O 6750 670 665 660 555 650 DI -36 sr ONAC c ♦STN♦ SCALE 1" = 50 DI -33 670 — — EXISTING GRADE 8'} L ='8' L -8' m m .off 1 +00 0 +5p DEEP 0 +60 1 +00 1 %60 2 +00 - -- -- -- -- 665 _ FINISHED GRADE .� �30 W W � 650 660 � I a I 0 � n 2+00 H � 655 0 +00 0 +50 — J A A o ear ,LET 646 656 ±o - + F OF 11 N N F O iI m ED O 0_ a I ;a II a _ D 52 DO y fi.35 LF OF 18" CONNE TS TO HOPE ® OJ % S A50 8289 .F. F 24' HERE 0. 0% 8" D.I. $� N (PROP. 8" r r o CD o n \ 6 CDC m p � .i 115.69 M 2'CL H ii oX o AP n it it LET PROTECTION 34.45 LF O o _?o 0 +60 0 +50 1+00 1+50 STORM SEWER PROFILE #59 - #63 666 59 61 fi3 675 m 670 GO 660 DI' -36 sr ONAC c ♦STN♦ SCALE 1" = 50 1IOBZONTfL 670 — — EXISTING GRADE L =25' L L ='8' o m m .off 1 +00 0 +5p DEEP 0 +60 1 +00 1 %60 2 +00 - -- -- -- -- 665 _ FINISHED GRADE .� �30 W W � 650 660 0 +60 0 +50 1+00 1+50 STORM SEWER PROFILE #59 - #63 666 59 61 fi3 675 m 670 GO 660 DI -3A D DI' -36 sr ONAC c ♦STN♦ SCALE 1" = 50 1IOBZONTfL 670 r 'r'-° L =25' L L ='8' o m m .off 1 +00 0 +5p DEEP 0 +60 1 +00 1 %60 2 +00 - -- -- -- -- 665 _ �n .� �30 W W � 650 660 � I 0 +50 I 0 � n 2+00 2 +50 3+00 645 655 0 +00 0 +50 1 +00 1 +50 J A A o ear ,LET 646 656 Fit + - DI -3A D DI' -36 sr ONAC c ♦STN♦ SCALE 1" = 50 1IOBZONTfL VJ r 'r'-° L =25' L L ='8' o m m .off 1 +00 0 +5p DEEP 0 +60 1 +00 1 %60 2 +00 - -- -- -- -- E- _ �n .� �30 W W � Y � � I 0 +50 I 0 � n 2+00 2 +50 3+00 n m 0 +00 0 +50 1 +00 1 +50 J A A o ear ,LET 50 Too L r Fit + - + F OF 11 N N a 0 m ED O m _ I Q I II _ N D DO y yl -- (PROP. 8" r r D.I. WA \ 6 62 p p 115.69 M 2'CL H HDPE ®z o oX o oP #1 OU L LET PROTECTION 34.45 LF O 3.) ALL INLETS SHOWN HAVE (VDOT 2008 ROAD ED BRIDGE IS-1 INLET SHAPING STANDARDS) sr ONAC c ♦STN♦ SCALE 1" = 50 1IOBZONTfL VJ r 'r'-° a In m o m m .off 1 +00 0 +5p DEEP 0 +60 1 +00 1 %60 2 +00 - -- -- -- -- LO _ �n .� �30 111111- Y � 0 +00 0 +50 1 +00 1 +50 2+00 2 +50 3+00 1 m 0 +00 0 +50 1 +00 1 +50 J A A o ear ,LET 50 Too L r U ly - F f W OJ a 0 0 I VJ 680 675 570 665 660 ! 655 650 645 DAN 635 ! j I d ;D F� rZ U 2 Zm 2 04 tiA Gj ZO o ¢w 52 2 pD >o yg,Zz O� W2 v¢ kw'I �� ¢2 QN 0L 2T vBI W Q? °8 BI s¢ �J Q� ►4 N Lu g % DO ° o W ~ 00 ZI W a. Du R� is ¢N WW Z 0 LU W REVISIONS July 30, 2014 Nov. 114,,2014 Dec. 03,2014 COMMENTS Dec.11,2014 COMMENTS DATE 1 May 9, 2014 I` 1 FILE NUMBER 8053 SHEET 1 12/17 J VJ W J LO LL 0 Y � z U O (L Q > J m 2 J iiiiii. J 0 El Q L r U ly F f W OJ a 0 0 I VJ FILE NUMBER 8053 SHEET 1 12/17 J - — EXISTINGGRADE HorzontalStxle.l Sai SANITARY SEWER PROFILE STORM SEWER NOTE: U N q FINISHED GRADE VerYCalSri 5 OTV -10 -2 TO OTV-10 -6 `� ED CONTRACTOR SHALL PUCE HLL UNDER INLET(S) AT 95% COMPACTOR AND EMBANKMENT MATERIAL UV _ SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT l SO MORE THAN 81NCHES IN THICKNESS BEFORE COMPACTED IN ACCORDANCE 1MM WET 2007 ROAD, D j AWL , �N + W TO FOURVATION 690 A�o Y J (� (ioa/ F y°oD vRw 690 Z Vc c Es & BRIDGE SPECI ICATION 303.04. AFTER 3 FOOT VERTICAL PLACEMENT OF F LL, CONTRACTOR SHALL Of EXCAVATE RECEMLY LAID FILL AND INSTALL COMPACTED SPOT RED. 21A STONE IN AN VAR 01 � l IAN£3r Pat, COMPACTED 21A AREA CENTERED ON THE INLEDS). CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 0'x8' O.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND vivE THE PROPOSED INIEDS) BASE IN EFFORTS TO REDUCE TEE RISK OF SETTING. CONTRACTOR SHALIL A l 'v = PROVIDE OUT WITH FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. / i 1 685 UTILITY NOTES: 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. 680 2.) ALL INLETS DEEPER THAN 8- REQUIRE SL -1 SLABS. �; 3.) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING " 9 .you EARN o:Teer. (WET 20D8 ROAD & BRIDGE STANDARDS) � SECTION A -A Ir VARIES VARIES TrT razes or" �\ 1 METHOD OF TREATMENT IN DROP INLETS 675 InGtS w4E MLOLN2PEC F. ROTOR T RUAD D A'ai OPPOSE rT CTN RGF� \�\ rN 670 6" CLOSED snow �ji \% O.rn I MANAGES ON LAND DUST IS 70 V. PAINEM PUP PONCENOTED N I'LONUAREC AGE APOLOGIST si�� OR SO SPRINT, FOR WENT 6HASNO AD MOSCER, 1 1e$ X G REOPEN N T PM19 O 1 1 3. 2 rss N. POSTED RT. " CONSUST OF PLO BROKEN Y EC' RE']f I TO 41 Na PARTNER R KRONOR me Du w 665 (48X36) 6 " POST � F IT LEFT SMOOTH OY w Aa.e A SH 6NO NUP ° +��PLTH Op, P24 R 112 PIIPPOSE OM EACH E N e SHIER.. f N4) } A° p NaT (48 "X30 ") wmv wr.L T WAT � eT."rlouav MET AND w2 s1 _ r S 2- COMFCVwao. AM Raw UK$ SEG?10M 8 -B BARRICADE DETAIL PLAN ` Ats z METHOD OF TREATMENT IN MANHOLES ehnst ph r c MUll OU sso NO SCALE a. rvo. HE ROAD r,I rT °rD HA +a,cAl F.- : HALL PE TYPE 3 woq'r STANDARD METHOD OF SHAPING 'enAen� 53IS7z E R 9 I HR LF OVISONNRA Na OryGL i 3 "IT T,rDES, JNTH ACTED N PC OS Rcl Fwc6LSCFN I DRANCE - MANHOLE RT INLET INVERTS _ r ror � law,os o.TC NLE .. aRx �. T N•• & AH.TF STRIPES, PIACEO 'N AccoROANC_ .II IH THE 2011 VWAPM� sitimnnaN qH� 1656 STORM SEWER PROFILE EX. #32 - #27B EX 32 55 51 49 41 45 43 29 27 78 690 690 650 DI -3A DI -3A L=8' DI -3A DI-3A S DI -3A L-8, DI ' 'DI -2E L =2.5' L =2.6' L =8' L =2.5' L 2 5 L =2.6' � L =8' L�8' L =e' AT o AN DOD '1.685 0 1 O w OR 685 U an 42 Om ` 0 AD J tiA =� 685 Q Cc III R Z 00'O G02 -j 0Z WZ �0 pD 8 f 680 Q UQ w kw IND 2 JZ ¢n Q� D 20 U 675 III Dp ON VT TV VE V 2 N, om 0 m� S TO o� II 10 -7.' Fn LL Z W 670 I,. I"`M Me 0 F ON M� LU Qp zOr W 0. ME °' SIR 2; AA Z QH 665 p Z O FFO++ W 0 n 660 III REVISIONS July 30, 2014 655 Nov. 14, 2014 Comments Dec. 03, 2014 COMMENTS DEC.11,2014 650 COMMENTS +'. + +TO r� -' _ + - o o SE EP, PFGPE_ of _.- 3 +50 3 ry w _J o am BE z IIm IIm II II u a it T a 0 O m o o,^o O O O �O O O m +50 2 +00 1 +50 1 +00 D +50 0 +0 DATE FI rII II II II II II mZ u ¢ CS 0 ¢ US ¢ a ¢ w .,,,n1L 50' H 2 +00 MaY 9, 2014) 680m¢ m rc ma mm mrc m¢ wm _.680 w }00 2 0 0 +50 1 }00 1 +5 _ 7P JT. L 6J6 -__ _ -.. _ _ B]5 -- - _.. si a T CALL I OF SR RO ' I - J ' _ 67o 685 685 SEWER 85 STORM SEWER L 1 IF-CAL r / PROFILE #57 - #49 - / R 1' COPPER W SERVICE - ..- 7 670 MAINTAIN 1Y CLEAR \ MAINTAIN 12" CLEAR 38 36 57 49 \ 1° COPPER w L SERVICE PROFILE #39 - #35 m. - - 685 685 L C EO L 8" 680 L =2.5 LU LU 0 I Per mt LIT , n NOTE IVE 0 pb II z pm 675 I BN SON - 675 K 670 W m es 665 zq 665 ECTS TO EX8 "S /L rLi IV H. o 3g Ala iJ a Cc 58; E } PROP. _ n W/L OT�i6 -S TO PRO 0 } 0 + I HED 655 I IS 1`D = + NX IScale 1' =5' CONSTRU STRUK T 8 650 F m UOU - -+ o I� SO LE zl o zl M mm SIL AND Ift TR e) O� Ilat I� J II TH oII in, 00 r Ipr PR TO NMENT zoi 0 Q zoo ¢z ¢� II `P II & ENOVAE OF E; ISTING �I II a� II ov1 +� Z 665 In rc ZT rc m¢ mrc mrc ¢ W ma \ I — �. w 3 POPE W.O ED PRO - 86.901388 ___ - _ %• K _.. __ Z ., _ 680a / So �P - -- rc P ASE 2 FINAL ADE / -- - - + U a 12% CLEAR o n 4 III III Ex. 8" #6 rc� Q III L F OF 30" % oONTNE II 8' PVC 5 L 52 OF 2 i6nDPE 3731 LF HDPE ®O68° -- O EX 238 37 LE OF E%\ DEBT F OF 8 /L A 368 B S/1. 0 OS39 - - -_ ___ _ - -- JI ATR� 61 09 LF 0 E% 68 5 L F 0 15') ) ® 4° 192.1 ] F OF r 10126 OVER OPI ®1A18 660 HOE 0 7 % ) 0 8 HDPE 24 ® .Q : LE OF CONNECTS i0 OUTLET PR / 660 211 SIT 5+ PROP e S/L pVC (FUTURE PH 2 146 52 LF OF 2 .. 2s OUTFACE -- - _ I y _ "- - PROP. MH -E ) oF4C H PE 0 1.16% SEE PHASE 2 // ET "I W /Un0 IY 9 It E p c NDARY SEWS PROFILE NOV y® // L. T F: FOR H F -ON 10 -1 z o 43 _ BIT— FT \ Min. S1 D P1h 18' ^m // m� HDP a .68% Ttss w 35.341 L.F. OF 24" 1409 " OP 30 see pela Spa fioeFOnR oog 655 o o fm R 0.5]% Ma HOP 0 ®O.9fi9, _ a 41 sq.n E as �_ m +/ I/I �� -- SeLL m m m m r il�e Tim it - nm uE ,i° o itSo it IN V.O T)= 648.51 %z oz 00Z — 655 oz INV.I ) =648]3 >0` > Z � 1 28.50 LF OF 15" PROW _ L U an 42 Om ` 0 AD J tiA =� 685 Q Cc III R Z 00'O G02 -j 0Z WZ �0 pD 8 f 680 Q UQ w kw IND 2 JZ ¢n Q� D 20 U 675 III Dp ON VT TV VE V 2 N, om 0 m� S TO o� II 10 -7.' Fn LL Z W 670 I,. I"`M Me 0 F ON M� LU Qp zOr W 0. ME °' SIR 2; AA Z QH 665 p Z O FFO++ W 0 n 660 III REVISIONS July 30, 2014 655 Nov. 14, 2014 Comments Dec. 03, 2014 COMMENTS DEC.11,2014 650 COMMENTS +'. + +TO r� -' _ + - o o SE EP, PFGPE_ of _.- 3 +50 3 ry w _J o am BE z IIm IIm II II u a it T a 0 O m o o,^o O O O �O O O m +50 2 +00 1 +50 1 +00 D +50 0 +0 DATE FI rII II II II II II mZ u ¢ CS 0 ¢ US ¢ a ¢ w .,,,n1L 50' H 2 +00 MaY 9, 2014) 680m¢ m rc ma mm mrc m¢ wm _.680 w }00 2 0 0 +50 1 }00 1 +5 _ 7P JT. L 6J6 -__ _ -.. _ _ B]5 -- - _.. si a T CALL I OF SR RO ' I - J ' _ 67o 685 685 SEWER 85 STORM SEWER L 1 IF-CAL r / PROFILE #57 - #49 - / R 1' COPPER W SERVICE - ..- 7 670 MAINTAIN 1Y CLEAR \ MAINTAIN 12" CLEAR 38 36 57 49 \ 1° COPPER w L SERVICE PROFILE #39 - #35 m. - - 685 685 L DI -3BS C EO L 8" 680 L =2.5 LU LU 0 I Per mt + n Z , n 0 pb II z 675 I ❑ - 675 m 670 W 1 670 es 665 665 ECTS TO SO 3g STRM40 / so Cc 58; CONNECTS T PROP. 8" D.I. W/L HOPE 0 1 82 BADE EXI TING FIN I HED 655 Horizontal SC IS 1`D = O' NX IScale 1' =5' U) COLD 650 645 aTL ON OF PC UTICA�F m On mm Fl o =O n it 0 OF LP »AA 665 2q- ® 4Z L -B3% 8289 LE: 0 ZT \ I �. 665 POPE W.O UR ___ _ _ _.. __ _ 680a / So �P }O + 12% CLEAR 47,78 4 #6 Q 129 59 L F OF 30" II 8' PVC 5 L 52 OF 2 i6nDPE 3731 LF HDPE ®O68° O 67a ATR� 68 5 L F 0 15') ) ® 4° HDP 192.1 ] F OF r OVER OPI 660 HOE 0 7 % ) 0 OR HDPE 24 ® .Q : OUTLET PR ECTION 660 WSm 146 52 LF OF 2 .. 2s I y IRpfUp H PE 0 1.16% "I W /Un0 IY 9 It E p c 432 L. OF 5 43 \ Min. S1 D P1h 18' HDP a .68% 35.341 L.F. OF 24" 1409 " OP 30 see pela Spa fioeFOnR 655 HOPE R 0.5]% HOP 0 ®O.9fi9, 19 O 41 sq.n E LF OF 30° ® 108X �_ �� -- - -- — 655 fi]0 28.50 LF OF 15" PROW 12" D.I. W L HOPE 01 9% — — EXISTING ARE FINISHED DE 650 650 665 Horizontal s 1' 5 Veical 8cle '6 mn o m cz BE sa m o �r m m r Am 645 ^ r SE �I m m <IA `a r U MO bFI m a m_ .. _. . -c, mll m GUS 66 o II mmo II �II III LT II mll m_ II II II IIr II II IIr IIr II Iti IIr II IIr II zo z ° v ZO >=o >?0 EO 640�� ZO Z 640. _- 655 EXISTING SEDIMENT 635 ISO ''. 635 650 TTOM =R33. 630 630 645 DI -3BS C EO L 8" 680 L =2.5 LU LU 0 I Per mt + n Z , n 0 pb II z 675 I ❑ - 675 m 670 W 1 670 es 665 665 ECTS TO SO 3g STRM40 / so Cc 58; CONNECTS T 5490 LF 0 15 660 HOPE 0 1 82 BADE EXI TING FIN I HED 655 Horizontal SC IS 1`D = O' NX IScale 1' =5' U) COLD 650 645 aTL ON OF PC UTICA�F m On mm Fl o =O n it 0 Sa »AA DI-3R C 1-3A 580 680 O LU LU 0 I Per mt + n Z , ED Z11 0 II z 675 I ❑ - 675 m 670 W 1 670 665 665 ECTS TO 4 L.F. OF STRM40 / so 660 58; CONNECTS T 43.22 LP STRk48 660 BADE MADE 655 655 650 U) COLD 650 645 DI-3R C 1-3A L -8' 25 LU LU d' Per mt + n Z ED Z11 BE OF II z rc On I ❑ - J W LL 4 L.F. OF HUGE ®1.67% / so 58; CONNECTS T 43.22 LP STRk48 OF IF HDPE ® 0.58% U) COLD Pei 00 UTICA�F m mm Fl o =O OC i» "T 686 U IN ELI / WJ LL 675 Y O Z Cc 0 d 0 > 24" rJry�S 670 W Z QMJ J_ 'o LL W 665 L 0 C 660 0 0 6 c J 55 � _ 1 650 —FILE NUMBER 8053 J 3+50 ? m Vq CF w m o 7+ w e 6:60 6 50 Vert 645 0 +00 0 +50 1+00 1 e o u w w In AT, EXISTING GRADE o e 6 00 01+50 1 +60 FINISHED 1w1e'. 1�- -fi0' SHEET -� PC 11 \ +50 2+00 2+50 3 +OD 4 +06 4 +50 5 +00 5+56 6 +00 6 *50 ] +00 7 +50 8+00 6 +50 9 +00 9 +50 10 +00 - Horizontal al SUR. 1 5' SEWER SERVICE LATERAL CONNECTOR NOTES 1. WHERE A KKR SERVICE LATERAL CONTROLS r0 A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE UIERAL IS FINISHED INDICATED , ME TOP (CRON) ELEVATOR OF THE SERVICE GROUND�II LATERAL PIPE SHALL BE AT LEAST O2 HIGHER THAN HE Uox TOP ICROVMI ELEVATION OF ME ME LOWEST PIPE OPERATED COMES TO TOE MANHOLE 2' MIN 2. SEWER LATERALS TAPPED INTO AN EXISTING $EWER MAIN BE OUNECIED USING A PIPE SADDLE As MANUFACTURED SYA's GL9R',OR AN APPROVED EQUAL. 3. MINIMUM GRADE FOR 3WER SERVICE CONNECTION KRAFT USE 3 EBAPE BE TES (1 /4'PER FOOT) SALT AS SHOWN TREATED 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM z 4 DIAMETER OF a•. v MARKER 5. ALL SEVER LATERALS SHALL HAVE A AT MINIMUM COVER OF 3 FEET R A LATE PLUG END OF — SECTION SERVICE LATERAL 45'0'O' IN LINE WYE —TEE PLAN R — VARIES SEWER SERVICE LATERAL CONNECTION FIG, S -2 NITS. TD -6 3000 PSI GONG. easE -- BENCH SLOPED To FLOW A A A ` CHANNEL 1 /4" : 1 MIN BRANCH SAT 1 r l`_. 2w AIR I FLEXIBLE CONIECTON NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION ' BOOT INSTALLED TYPICAL MANHOLE PLAN RANCH TIE - IN SHOWING BRANCH FIG. S —I —B FOR ALL BENDS LOU WDEN CRUNCH TO Of 45' L 711,17 PNCHOE li B REQOIREO. TD -2 GENERAL WATER & SEWER CONDITIONS F<eBWry o. sm3 I. WORK SHALL BE SUSPECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUMORIN �ASCA) INSPECTORS WE CONTtACNR WILL BE RESPONSIBLE FOR NORFHNG ME PROPER SERVICE AUMOR TV OOiiFIXALS AT ME START OF ME MARK 2. ME LOCATON CF EXISTING UPpRES ACROSS ME TINE OF ME PRO O0 D WORK ARE NOT NECESSARILY SHORN ON ME PLANS AND WHERE SHORN ARE ONLY APPRO.GMATELY CORRECT ME DEREGULATOR SHALL ON HIS AMR INITA ➢EE OBTAIN ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. AND CONSWUCTIN SHALL COMPLY WITH ME CURRENT EOITCN OF ME GENERAL WATER J. ALL MATERIALS AND SEWER CONSEGUC90N SPECIFlCAPONS AS ADOPTED BY ME AfBEMARLE COUNTY SERVICE AUIHORItt 4 DATUM FOR ALL ELEMPCNS SHORN IN EMENAL GEOOEPC AGREED 5. ME CONTRACTOR SHALL BE RESPONSIBLE FOR NOPFYING 'MARC SHOULD D -600 - 552 -]001) 6 ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM ME TOP M PIPE, OVER ME CENTERLINE OF PIPE HAS INCLUDES ALL ORE HYDRANT LINES SERVICE LATERS AL AND WATER TINES, ETC Z ALL WATER AND SEME4 APPURTENANCES ARE i0 BE LOCATED QUOTAS OF ROADSIDE DITCHES 8 VALVES ON DEARENO LINES SHALL BE COOPED TO PROVIDE ADEQUATE RESBNNT FAR ME VALVE DURING NNRE EXTENSION OF THE LINE 9, GREED ARE NOT PERMRIEO IN ME ACSA EASEMENT. O CAESARS, EFFEWVE JANIARYE0 W20U(SESA1 PULY38]4 WHICH MODIFIES GTE ART DRINKING WATERSACK. EXIS17NG PAVEMENT I PROPOSED PAVEMENT MOVE P ISTNI, C SAWCUT MROUGN RFACE L'OURS'E 12" LEXISbNG SURFACE COURSE �S f `-Ij— PROPOSED SURFACE COURSE I RA T UNGERMEOIAi ASGAA4i I li PROPOSED PAUEMENT MUST —TIE IN AUDI CREATING PAVEMENT P-4 VEMEWT JOINT DETAIL \AT� FOR CAP ON A��ED ANGLE DUAL COMPROMISE Hiss A SINGLE FAMILY READENRAL COOPER SERACS MARE AN MIALLON APPER RESIDENTIAL AND WARBURG Du AL SERVICE O RISE XP E c6uauxQ w :PanL SINGLE SERVICE � E IS NOT TRANSIT RE USED NPE CAST xM U6 Rx'W -ILy rl_ IHI NIFI aI_ 1 SEq FS IJEUIX I (( ) MIN L�' tP W ARFxs OA CARL �LIIR 1 ( I � (PLAC .wvnQ xMOaO /� F R vL°oT iaAMX9" OUT , T) ftl'X 1 6 NECESSARY APPARAND EQUAL TYPICAL SERVICE LATERAL INSTALLATION Nrs FTC. w —s ADDER FEB, IS. zoos TELL 225 2.60 0115 2001 200 CAR GAS 1 NO 200 GEO FAIR 90 AGE � 16 ACT CAN BAR 266 GAS 0,26 11 1/4 1 66 SIX SITE 0,13 4,00 2,83 22 1 GAS BEG 2,86 0,24 1 83 SSE 2,84 0,18 PIPE DEGREE BEND GEE PNO PLUCK SIZE D (�DONB (FEEL) .'N. T 256 ash 3,01 200 285 TEN 15 221/2 1.60 1 L/4 8 AT GAS 22 1/2 .86 12 45 US SEA 295 0 43 / ].O] SR 1 1/4 %GUY 1 COUPLES BLOCKS ARE REQUIRED WHENEVER ME PIPELINE CHANGES 01RecnoN. 3V CHANGES sz.E DPnp ENDS ADD AT VALUE zusE zsoD Ps.. CONCRETE, 3. NO CONCRETE SHALL GE POURED a ANY PART OF LINE JOINT, 4' YiQiseiThieGrvE� sn RESPONSIBLE TO TE vVERIFY ME LOSE e sEalRU BLnpKS. CONCRETE THRUST BLOCKS NaW: HvoftaNT MUST BE MERGED GuAROwN (K -BRA) EQUIPPED WE HAD FIG . w -3 THE I uPi I I ILL PAR A 11 FUJI D ANT SIT IF I A' ',m.,� T f / •,..z c vm, maw 'IT' �. _ am,cn Sr L.i.., T TO INSH TO 11% AT AN AN P" . " UL, 13 ON Al LOOKS I 1 A IN I,.. • IT In — A U �y MPRi bT IHO RIA _HT %- CU FOR U I, I PDT. I 14 - F N EA„F- & IIUHE I 61' R —D —W cHgRLOTTES- cLOw MEDqu1aN uluE rnREAlas wH1cn Is M &H MaDEL 1zo THE Local srarvogreo. �aR gPPRavEO EDUaL I Ti LENGTH OF BRANCH VARIES 6' MIN � 2' i0 10' - - (2J0') VALVE J CU FT i6 / BOX SAW STONE 36 MIN BUT GATE 2500 P S I CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE i ,m AN % 6" SOIL. ,• TEE WHEN THE SOIL IS DISTURBED OR WHEN APRON THREADED RODS TO A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTPLLATIONS. THE VALVE TO THE HYDRANT WE 2 -3 /4" RODS SHALL BE GALVANIZED THREADED Roos IN ADDITION To POURING OR asanALr COATED CONCRETE IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE _ 1 SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' WEIR COVER FROM THE MAIN TO THE FIRE HYDRANT ( wauowc DITCHES ) } FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE Box. 4. ME caiE vALVE Is ALLOWED IN sucuLOER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. CA FIRE Hvorequis SMALL BE INSTALLED AT Locanarvs wneRE SEEN HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED i0 BE IN WEi AREAS. ME WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL DE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL FTC. w —a RTS. Wpyttl OF F/ O GO i} / ) Christopher TD -7 - FOR MENDS BE & SMALLER Uox USE BRACING COMES ALL PIPE SZEs USE 3 EBAPE AS SHOWN v I AT R A LATE ELEVATION PAINT ALL E:P05M STEEL WAR 2CUBAN of RTIMNoun PAINT BEND PIPE NEAR F CHEAP Or �rvCIA APPARAND EQUAL TYPICAL SERVICE LATERAL INSTALLATION Nrs FTC. w —s ADDER FEB, IS. zoos TELL 225 2.60 0115 2001 200 CAR GAS 1 NO 200 GEO FAIR 90 AGE � 16 ACT CAN BAR 266 GAS 0,26 11 1/4 1 66 SIX SITE 0,13 4,00 2,83 22 1 GAS BEG 2,86 0,24 1 83 SSE 2,84 0,18 PIPE DEGREE BEND GEE PNO PLUCK SIZE D (�DONB (FEEL) .'N. T 256 ash 3,01 200 285 TEN 15 221/2 1.60 1 L/4 8 AT GAS 22 1/2 .86 12 45 US SEA 295 0 43 / ].O] SR 1 1/4 %GUY 1 COUPLES BLOCKS ARE REQUIRED WHENEVER ME PIPELINE CHANGES 01RecnoN. 3V CHANGES sz.E DPnp ENDS ADD AT VALUE zusE zsoD Ps.. CONCRETE, 3. NO CONCRETE SHALL GE POURED a ANY PART OF LINE JOINT, 4' YiQiseiThieGrvE� sn RESPONSIBLE TO TE vVERIFY ME LOSE e sEalRU BLnpKS. CONCRETE THRUST BLOCKS NaW: HvoftaNT MUST BE MERGED GuAROwN (K -BRA) EQUIPPED WE HAD FIG . w -3 THE I uPi I I ILL PAR A 11 FUJI D ANT SIT IF I A' ',m.,� T f / •,..z c vm, maw 'IT' �. _ am,cn Sr L.i.., T TO INSH TO 11% AT AN AN P" . " UL, 13 ON Al LOOKS I 1 A IN I,.. • IT In — A U �y MPRi bT IHO RIA _HT %- CU FOR U I, I PDT. I 14 - F N EA„F- & IIUHE I 61' R —D —W cHgRLOTTES- cLOw MEDqu1aN uluE rnREAlas wH1cn Is M &H MaDEL 1zo THE Local srarvogreo. �aR gPPRavEO EDUaL I Ti LENGTH OF BRANCH VARIES 6' MIN � 2' i0 10' - - (2J0') VALVE J CU FT i6 / BOX SAW STONE 36 MIN BUT GATE 2500 P S I CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE i ,m AN % 6" SOIL. ,• TEE WHEN THE SOIL IS DISTURBED OR WHEN APRON THREADED RODS TO A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTPLLATIONS. THE VALVE TO THE HYDRANT WE 2 -3 /4" RODS SHALL BE GALVANIZED THREADED Roos IN ADDITION To POURING OR asanALr COATED CONCRETE IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE _ 1 SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' WEIR COVER FROM THE MAIN TO THE FIRE HYDRANT ( wauowc DITCHES ) } FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE Box. 4. ME caiE vALVE Is ALLOWED IN sucuLOER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. CA FIRE Hvorequis SMALL BE INSTALLED AT Locanarvs wneRE SEEN HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED i0 BE IN WEi AREAS. ME WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL DE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL FTC. w —a RTS. Wpyttl OF F/ O GO i} / ) Christopher TD -7 - FOR MENDS BE & SMALLER Uox USE BRACING COMES ALL PIPE SZEs USE 3 EBAPE AS SHOWN v I AT R A LATE ELEVATION PAINT ALL E:P05M STEEL WAR 2CUBAN of RTIMNoun PAINT BEND PIPE NEAR F CHEAP Or �rvCIA OWNS BARS IRE SOL IS C A 1 51 TOP ON CAP TRY 12 DENIM & ITCRAIIIII LINES CB CHART FOR UPPER EON VERTCAL BLOCKING NOT P R ON 7AN BDLTS TO FACE BEHALF OF CONCRETE BLOCKING FOR UPPER VERTICAL BENDS A Be FLA e sEalRU BLnpKS. CONCRETE THRUST BLOCKS NaW: HvoftaNT MUST BE MERGED GuAROwN (K -BRA) EQUIPPED WE HAD FIG . w -3 THE I uPi I I ILL PAR A 11 FUJI D ANT SIT IF I A' ',m.,� T f / •,..z c vm, maw 'IT' �. _ am,cn Sr L.i.., T TO INSH TO 11% AT AN AN P" . " UL, 13 ON Al LOOKS I 1 A IN I,.. • IT In — A U �y MPRi bT IHO RIA _HT %- CU FOR U I, I PDT. I 14 - F N EA„F- & IIUHE I 61' R —D —W cHgRLOTTES- cLOw MEDqu1aN uluE rnREAlas wH1cn Is M &H MaDEL 1zo THE Local srarvogreo. �aR gPPRavEO EDUaL I Ti LENGTH OF BRANCH VARIES 6' MIN � 2' i0 10' - - (2J0') VALVE J CU FT i6 / BOX SAW STONE 36 MIN BUT GATE 2500 P S I CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE i ,m AN % 6" SOIL. ,• TEE WHEN THE SOIL IS DISTURBED OR WHEN APRON THREADED RODS TO A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTPLLATIONS. THE VALVE TO THE HYDRANT WE 2 -3 /4" RODS SHALL BE GALVANIZED THREADED Roos IN ADDITION To POURING OR asanALr COATED CONCRETE IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE _ 1 SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' WEIR COVER FROM THE MAIN TO THE FIRE HYDRANT ( wauowc DITCHES ) } FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE Box. 4. ME caiE vALVE Is ALLOWED IN sucuLOER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. CA FIRE Hvorequis SMALL BE INSTALLED AT Locanarvs wneRE SEEN HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED i0 BE IN WEi AREAS. ME WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL DE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL FTC. w —a RTS. Wpyttl OF F/ O GO i} / ) Christopher TD -7 - FOR MENDS BE & SMALLER Uox USE BRACING COMES ALL PIPE SZEs HAD FIG . w -3 THE I uPi I I ILL PAR A 11 FUJI D ANT SIT IF I A' ',m.,� T f / •,..z c vm, maw 'IT' �. _ am,cn Sr L.i.., T TO INSH TO 11% AT AN AN P" . " UL, 13 ON Al LOOKS I 1 A IN I,.. • IT In — A U �y MPRi bT IHO RIA _HT %- CU FOR U I, I PDT. I 14 - F N EA„F- & IIUHE I 61' R —D —W cHgRLOTTES- cLOw MEDqu1aN uluE rnREAlas wH1cn Is M &H MaDEL 1zo THE Local srarvogreo. �aR gPPRavEO EDUaL I Ti LENGTH OF BRANCH VARIES 6' MIN � 2' i0 10' - - (2J0') VALVE J CU FT i6 / BOX SAW STONE 36 MIN BUT GATE 2500 P S I CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE i ,m AN % 6" SOIL. ,• TEE WHEN THE SOIL IS DISTURBED OR WHEN APRON THREADED RODS TO A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTPLLATIONS. THE VALVE TO THE HYDRANT WE 2 -3 /4" RODS SHALL BE GALVANIZED THREADED Roos IN ADDITION To POURING OR asanALr COATED CONCRETE IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE _ 1 SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' WEIR COVER FROM THE MAIN TO THE FIRE HYDRANT ( wauowc DITCHES ) } FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE Box. 4. ME caiE vALVE Is ALLOWED IN sucuLOER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. CA FIRE Hvorequis SMALL BE INSTALLED AT Locanarvs wneRE SEEN HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED i0 BE IN WEi AREAS. ME WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL DE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL FTC. w —a RTS. Wpyttl OF F/ O GO i} / ) Christopher TD -7 - FOR MENDS BE & SMALLER Uox USE BRACING COMES ALL PIPE SZEs USE 3 EBAPE AS SHOWN v I AT R A LATE ELEVATION PAINT ALL E:P05M STEEL WAR 2CUBAN of RTIMNoun PAINT BEND PIPE NEAR F CHEAP Or �rvCIA OWNS BARS IRE SOL IS C A 1 51 TOP ON CAP TRY 12 DENIM & ITCRAIIIII LINES CB CHART FOR UPPER EON VERTCAL BLOCKING NOT P R ON 7AN BDLTS TO FACE BEHALF OF CONCRETE BLOCKING FOR UPPER VERTICAL BENDS A Be FLA TYPICAL SECTION CLAREMONT LANE &FIELDING RUN DRIVE xrs TYPICAL SECTION ROWCROSS STREET J x1s • INTERMEDIATE PARKING ALONG THE SOUTHERN SIDE OF THE ROAD A C. Mulligan 031 ATE 0 CO-72 Hendlcep Ramo- 'B' Nrs rAUNCAWD DOMES AT ALL CURB AND WANSnoN RAMPS o s" 9 BF BA 5 o r Z�SEE NOTE 9. " Y." LIP MAX AREA OF COLORED SURFACE El cATF E-. TrRUNrA ED DON ES CPG J_W/ (FFO 1n e) Notes: WE MAXIMUM ALLOWABLE SIDEWALK AND LITTER RAMP CROSS SLOPES SHALL BE 2% (19. SITE ME MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUGE EXCLUDING CURB RAMPS SHALL BE 59.. ME MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8,0% A MINIMUM OF ] i£Ei CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (BE. I'IYORANrS, UTILITY POLES, WEE WELLS. SIGNS. ETC.) cuae TREATMENT VARIES, SEE PLANS FOR CURD TYPE. RAMP, area, AND AoaAG Nr PAVEMmrs suaLL HE caAOeD TO PRESENT PGrvowc TYPICAL smeVAfx s6cnoN FOR RAMP sacnoN CONSTRUCTION. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5 IN 'MOTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NET TO EXCEED zoo FEET ELIMINATE CURBING AT RAMP MERE IT ABUTS ROADWAY, EXCEPT WHERE VERRCPL CURBING IS NDICArEU ON ThIE DRPWINGS r0 BE INSTALLED AND SET RVSH. 10 . DETECTABLE WARNINGS 9HALL CONTRAST V6pg11Y WILL ADJOINING our IN ALL casfs. DUCTILE IRON WATER PIPE INSTALLATION &BEDDING TD -13 TYPICAL SECTION COURT WONT WAY 24' PRIVATE.. RR1^! 1 SURFACE SURFACES 6' BEDDING U GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIPL BACKFlLL N6B ST E "STABLE SOIL POCK SAN MIN A SCRAPE THE BOTTOM OF THE BENCH. REMOVE ALL STONES TO INSURE THE PIPE pOESN i REST ON RUCK AND 9DeN5IDNE C ME SOUP OR PROVIDE A AT BEDDING OF FOUNDATION IN POOR SOIL UNDER -CUT CONDITION T E INITIAL BACKFILL AIN �L ea gg55 p avn - -STONE 9M /E STABLE SOIL OR ROLK ` ,�Apf£sOIL OR ROCK NOTE 1 -NO ROCKS snau DE Auoweo WITHIN za^ of THE WATER LINES. END ROCKS LARGER THAN AN IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.ME INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. ANY ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE FRENCH. s. SELL HOLES SHALL BE DUG !iC W1EQ� 20% (MAX.) BE`qSAY �'L 1,0% (MIND OF / gDEWpIJf / 4 (WEIR) I WEIR ✓ ( Y LIP MA% AREA OF COLORED SURFACE - � 0 IRVNCAIF➢ SOME$ ?" NO l Notes: •Dlmervsorvs ARE csrvTeR To CENTER THE MAXIMUM ALLOWABLE GIGEWgLN AND CURB RAMP CROSS SLOPES SHALL BE 20 1z wN.. 2 ME MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE S 3. ME MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE BOR. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (LE, HYURAN6, NILITY POLES, TREE WELLS, SIGNS ETD), 5, CURB TREATMENT VARIES, SEE PLANS FOR CURB TWEE. 6. RAMP, CURB, AND PCJPCCM PAVEMENTS SHALL BE GRADED TO PREVENT PONOING, J. Tw1cAL SIDEWALK secnoN FOR RAMP SECTION corvsmucnoN. R WHERE ACCESSIBLE TEDDIES ARE LESS TrygN 5 IN WIDTH (EXCLUDING CURBING) A S v 5 Pgssrvc AREA SHALL BE PROVIDEp AT INTERVALS NOT TO EXCEED zoG FEET. 4 EUMINPTE CURBING AT RAMP COMER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE IT PBU15 ROADWAY. DETECTABLE WARNINGS 9HPIL CONTRAST VISUALLY WITH ADJOINING SURFACES. �— 1/4 IT I j I/4 4 5 BM 25 fi AGGREGAIE(zIB) OF kts FACE OF cuae TILED MAN AvNLU ME a CA IV (( U �Z 2m m� 2 01aNQ Q' 6 O 0 RW a@J 20U 5o Aryl N J �Qw Va �y �Z awry W O¢ 09 'w I� y� 9� v 1� 2 IY�, LL? C)N OJ EO Ill RTE �n 2 aW sao mW Z 0w%a BE � REVISIONS July 30, 2014 NoNOe14,82014 Dec. a+, zola COMMENTS CeC. 11, 2014 COMMENTS l— L May DATE 9, 2014 I I� J W N COy Y W g Z O p m Z II J f0 PQ Z W LLL O_ Q r F lW� � W a, O N i Q U ' FL our IN ALL casfs. DUCTILE IRON WATER PIPE INSTALLATION &BEDDING TD -13 TYPICAL SECTION COURT WONT WAY 24' PRIVATE.. RR1^! 1 SURFACE SURFACES 6' BEDDING U GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIPL BACKFlLL N6B ST E "STABLE SOIL POCK SAN MIN A SCRAPE THE BOTTOM OF THE BENCH. REMOVE ALL STONES TO INSURE THE PIPE pOESN i REST ON RUCK AND 9DeN5IDNE C ME SOUP OR PROVIDE A AT BEDDING OF FOUNDATION IN POOR SOIL UNDER -CUT CONDITION T E INITIAL BACKFILL AIN �L ea gg55 p avn - -STONE 9M /E STABLE SOIL OR ROLK ` ,�Apf£sOIL OR ROCK NOTE 1 -NO ROCKS snau DE Auoweo WITHIN za^ of THE WATER LINES. END ROCKS LARGER THAN AN IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.ME INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. ANY ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE FRENCH. s. SELL HOLES SHALL BE DUG !iC W1EQ� 20% (MAX.) BE`qSAY �'L 1,0% (MIND OF / gDEWpIJf / 4 (WEIR) I WEIR ✓ ( Y LIP MA% AREA OF COLORED SURFACE - � 0 IRVNCAIF➢ SOME$ ?" NO l Notes: •Dlmervsorvs ARE csrvTeR To CENTER THE MAXIMUM ALLOWABLE GIGEWgLN AND CURB RAMP CROSS SLOPES SHALL BE 20 1z wN.. 2 ME MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE S 3. ME MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE BOR. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (LE, HYURAN6, NILITY POLES, TREE WELLS, SIGNS ETD), 5, CURB TREATMENT VARIES, SEE PLANS FOR CURB TWEE. 6. RAMP, CURB, AND PCJPCCM PAVEMENTS SHALL BE GRADED TO PREVENT PONOING, J. Tw1cAL SIDEWALK secnoN FOR RAMP SECTION corvsmucnoN. R WHERE ACCESSIBLE TEDDIES ARE LESS TrygN 5 IN WIDTH (EXCLUDING CURBING) A S v 5 Pgssrvc AREA SHALL BE PROVIDEp AT INTERVALS NOT TO EXCEED zoG FEET. 4 EUMINPTE CURBING AT RAMP COMER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE IT PBU15 ROADWAY. DETECTABLE WARNINGS 9HPIL CONTRAST VISUALLY WITH ADJOINING SURFACES. �— 1/4 IT I j I/4 4 5 BM 25 fi AGGREGAIE(zIB) OF kts FACE OF cuae TILED MAN AvNLU ME a CA IV (( U �Z 2m m� 2 01aNQ Q' 6 O 0 RW a@J 20U 5o Aryl N J �Qw Va �y �Z awry W O¢ 09 'w I� y� 9� v 1� 2 IY�, LL? C)N OJ EO Ill RTE �n 2 aW sao mW Z 0w%a BE � REVISIONS July 30, 2014 NoNOe14,82014 Dec. a+, zola COMMENTS CeC. 11, 2014 COMMENTS l— L May DATE 9, 2014 I I� J W N COy Y W g Z O p m Z II J f0 PQ Z W LLL O_ Q r F lW� � W a, O N i Q U ' FL FILE NUMBER 1 8053 SHEET lain 8053 SHEET lain III � „I HA A I FINAL NO PROJECTION OF PIPE ABOVE GROUND LINE ED 3000 PA CONCRETE THREADED COUPLING AT L - HAL : III -III 'III VARIES R �F 4 woT 21A - if STONE BASE BRASS NIPPLE AND CAP TYPICAL SIDEWALK SECTION N.T.B. ANY UP 2' CLAREMONT LANE 10 +00 – 12 +93 6" —FACE OF CURB 1, IRA A THRUST BLOCK 6' UPS Ad 7jOM 12 +35 – 18 +18 " AT FACE OF AMR 3" 6" CURB VALVE VALVE BOX�23� f 1 NO 9 STONE R I$ X: _ , �-o-�. x. WAS r. MIT X �..-P . �.- R_2n fi BILL FOUNDATION SOFT, TIELDWG OR NORM EARTH FOUNDATION Tv 11" Y 3" ' . T' ' RIB.;. ROD OF VAft6 VARIES BRASS PIPE D NY T PL WAR PLUG BY THREADED TAP C] LINE DF AD HER oTRS oPRUPE ,w MAY FOLLOW SLOPE OF MET (TYPE °B°) MP won BOTTOM OF CURB MAY CLAIM SCOPE OF aECiION A AMU t LOWMLE ENTRMCE WANDE CNONGES DEPTH IS MANTRANED TYPICAL OF SUFFIR AT 7 HOURS IS MANTI - I I . AD AT ALTER PILL Fill 11 1,11 M 'III I I STFANT AD If no 6• 2• ROLLTOP CURB A CG -6 CURB Ni x a Do mm MORIIxa Ni 5' TRANSITAON 5' "OEMW EDGE OF PVMi/ CUTTER PAN ROLLTOP CG 6 CURB FACE OF CURB CURB .�- o�.�wErz v Xl x x.,rMMK FACE OF BI 3 BACK OF CURB BACK OF CURB CURB ROLLTOP TO CG -6 TRANSITIONS III � „I HA A I FINAL - YFICAL SPEES, SIL PIPE NSIALLAIION H TRENCH XUALL OLD UP BE UP 3 SAN UP E �f V A J US A Tor AS A G E AS m �A \ - C \ L it AN UP I NS _ AN TYPICAL L 1 n � 1 I 1 _ LE FRAME & COVER POP NO PROJECTION OF PIPE ABOVE GROUND LINE TOO OF THREADED COUPLING TIRE ART "I AlISFILLET VARIES PATH) I - if 11 Ill UP BRASS NIPPLE AND CAP VALVE TIE SAME AS VALVE BO% PAGE PAT ANY UP WATER MAIN CLAREMONT LANE 10 +00 – 12 +93 12 32 A THRUST BLOCK 6' UPS Ad 7jOM 12 +35 – 18 +18 METER BOX (SEE FlQ W Z) 26 AMR 3" 6" LOCAL VALVE VALVE BOX�23� f 1 NO 9 STONE . o M _j. GAP X .m'Ww: X: _ , �-o-�. x. WAS r. MIT X �..-P . �.- _ ” u. el - YFICAL SPEES, SIL PIPE NSIALLAIION H TRENCH XUALL OLD UP BE UP 3 SAN UP E �f V A J US A Tor AS A G E AS m �A \ - C \ L it AN UP I NS _ AN TYPICAL L 1 n � 1 I 1 _ LE FRAME & COVER POP NO PROJECTION OF PIPE ABOVE GROUND LINE TOO OF THREADED COUPLING TIRE ART "I iF� VARIES PVC NIPPLE AND CAP SIZE DRENCH AND VARIES PVC SLEEOE BRASS NIPPLE AND CAP VALVE TIE SAME AS VALVE BO% PAGE PAT ANY UP WATER MAIN CLAREMONT LANE 10 +00 – 12 +93 12 32 A THRUST BLOCK 6' UPS Ad 7jOM 12 +35 – 18 +18 METER BOX (SEE FlQ W Z) 26 AMR 3" 6" LOCAL VALVE VALVE BOX�23� f 1 NO 9 STONE . o M _j. GAP X .m'Ww: X: _ , �-o-�. x. WAS r. MIT X �..-P . �.- _ ” u. el FOUNDATION SOFT, TIELDWG OR NORM EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUff BE MATERVL PIPE PROJECTION MOVE GROUND LANE 3" TO DRAIN IF T GALV OR GRADE ALLOWS FLA" TAX, INNER LIKEE ROD OF VAft6 VARIES BRASS PIPE D NY T TOP A,Frdl WAR PLUG BY THREADED TAP C] LINE DF AD HER mom (TYPE °B°) MP won _ aECiION A AMU t LOWMLE ENTRMCE WANDE CNONGES UAL A�EUVL TYPICAL OF SUFFIR I I THE ON UNITED A AS ANN., I I . AD AT ALTER PILL Fill 11 1,11 M 'III I I STFANT AD If no LLES ME PAN, ME A SEE MOT x a Do mm MORIIxa SECTION C -C US "OEMW lOr°° Mx. o .ravoo s .�- o�.�wErz v Xl x x.,rMMK NORMAL EARTH FIXNOATbN riE`"x ROCK FWNDATLIW FOUNDATION EASED YIELDING, OR OTHERWISE U%UITML MATW BEOM HATERS IN MC�CE PATH NOTES WEB PROTON EX ME BUS ROAD MADE lu wuwx rv�a. s wa MATERAL A'n0xo �v'i BLOW cnax ME ® wn eE ms non A . ms EwTwE°ws TO THE "aOoa Ie �AmMs sai [sii A)26 LARK xwsu. ® ADOPT 1 AN 4 As INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL — METHOD "A" an ROAD CL4SSIFIC4TION SCHEDULE ROAD NAME STATION VPD THREADED COUPLING PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION VARIES PVC NIPPLE AND CAP SIZE DRENCH AND VARIES PVC SLEEOE BRASS NIPPLE AND CAP VALVE TIE SAME AS VALVE BO% PAGE PAT LUBRICATE ALL THREADS WATER MAIN CLAREMONT LANE 10 +00 – 12 +93 450 32 A . THRUST BLOCK 6' LOCAL I/f PALL 12 +35 – 18 +18 METER BOX (SEE FlQ W Z) 26 1 q 3" 6" LOCAL VALVE VALVE BOX�23� f 1 NO 9 STONE 16' 1 -1/2" M.J. FIIDNC _ LOCAL FIELDING RUN DRIVE 10 +G0 – 12 +70 2' PIPE ELOPED 32' " 3" TO DRAIN IF T GALV OR GRADE ALLOWS WATER MAN ROD OF VAft6 VARIES BRASS PIPE D NY 'A' wv,aL vawav AN ATITZKORK WAR PLUG BY THREADED TAP C] LINE DF AD HER mom (TYPE °B°) TYPE a') trlD4 aECiION A AMU t LOWMLE ENTRMCE WANDE CNONGES TYPICAL BLOW -OFF ASSEMBLY I I THE ON UNITED A AS ANN., I I . AD AT ALTER PILL Fill 11 1,11 M 'III I I STFANT AD If no HAS T ONE I ED IT a x a Do mm MORIIxa SECTION C -C AFM ROAD CL4SSIFIC4TION SCHEDULE ROAD NAME STATION VPD PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM -95 BM -25.0 I 21B 0 AN HAS Or I ON 71 1 AT 43 I To 2 11 11 UP L ANSI 9 SO US PAR ILI AT (UP 11 10 111 1 1 ALL « M I . .,,,x. AIR ti 1 Son 11 1 ,.MmaANN FINAL , OF PAGE PAT Lo P OLD (I p CLAREMONT LANE 10 +00 – 12 +93 450 32 1-1/2U 3" 6' LOCAL ROWCROSS STREET 12 +35 – 18 +18 450 26 1 -1/2" 3" 6" LOCAL COURT MONT WAY 10 +00 – 14 +61 180 16' 1 -1/2" 2 -1/2" 6" LOCAL FIELDING RUN DRIVE 10 +G0 – 12 +70 300 32' 1 -1/2" 3" 6 LOCAL UP I -� P TED AD "I AT CANFORMI ION a OERDRAN CD 1 AT LOWER END OF CUTS CENTER IINk SFC J A HELP At FIT SAPPIAND FA '� _ IN -A YTRENC PLM£ME I ° 6�7! I— S -F97 11 ALI ni LISP ' Erz" V d IF IDEAL Y �T LMER T OF DD 1COM MATION wDERDRNNI SIR IN TAHAT' P -E� p "'' ^ "•,"'. INSTALL, RENERU NOTES INNO UP A I I' POP ATION 11111 ALL PULL A ON PREPAPARATILAR AINALL .,OF UP, IS �H A ILI III r IS UP US PUT 0, III FAL L A SHARP A N.11� Ilr I I PULP AN 9 1 AS PLAS To A' I AM I TANALLEA 11 IF 'III ALPHA ITUALUND INITI STANDARD COMBINATION UNDERDRAIN (AT LOWER END OF CUTS) To A} SA AIR NAMR, 11 �. GdN�-C s Christopher C. MOUNT 031672 FSSIon AT A Asi 0 AN HAS Or I ON 71 1 AT 43 I To 2 11 11 UP L ANSI 9 SO US PAR ILI AT (UP 11 10 111 1 1 ALL « M I . .,,,x. AIR ti 1 Son 11 1 ,.MmaANN FINAL , OF PAGE PAT Lo P OLD (I p T Q THAN, AS PLtA UPLACHAND, 7r N AN I Lou I [ SHIP LANE U I 4 01 [PLO I U�t I AT "I [Ali' IF BID NO F Ill THIN "ill w > BRANCH UP NO STAN A WATCH THE HMMT� PER "I ADF�111111 T a� AMM, vu'uv w. nor WM p, .xoxx an mx AJ 1114131.1 1, 1 1 Hill UP LIST R 11 1 11 00 _ PLAN VIEW moo. GRANT 71 r 'EL Mr 40 OF wnrtn. LL EL IL FIFE Q ~ Wee ANY IN OR THE M?�EL AS — O D NY 'A' wv,aL vawav AN ATITZKORK WAR G xr x Z xwu rw 'w —. mom AN A TURMOIL IIIIA4,111L IF A S, IS A 0; EN AID ., IT' mn Mwn trlD4 aECiION A AMU t LOWMLE ENTRMCE WANDE CNONGES E'Tr� VALVE I I THE ON UNITED A AS ANN., I I . AD AT ALTER PILL Fill 11 1,11 M 'III I I STFANT AD If no `GM � T ONE I ce� x a Do mm MORIIxa SECTION C -C Al FSHEAPS, PLAIN AUTO UP, A IF I IF IS N I ED IS INSTIJ ATITH "E 'FE L T IL °TO 9 `I JE �'` =J U T J PROCEDURES FOR INSTALLING LATERALS TO THE EX. SANITARY SEWER MAIN IN SERVICE WHEN IT IS NECESSARY TO TAP 'THf MAIN SEWER LINE AND INSTALL A 4" OR 6" INCH SEWER CONNECTION, THE FOLLOWING GUIDELINE SHALL BE ADHERED TO. L THE WORK SHALL BE DONE BY AN APPROVED UTILITIES CONTRACTOR SPECIALIZING AS 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 2. IF A WATER LINE IS TO BE CROSSED, THE TAP MUST BE MADE ON MONDAY - THURSDAY 3. THE CONTRACTOR SHALL NOT /FY THE UT /LIT /ES DEPARTMENT'S CHIEF INSPECTOR 48 HOURS PRIOR TO BEGINNING CONSTRUCTION 4 WHEN TAPPING THE SEWER LINE, A MECF/ NICAL 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 IRAN 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 AT 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. Z THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES AND SHALL HAVE IN AID POSSESSION ANDIOR FURNISH EVIDENCE UPON REQUEST OF HAVING SUFFICIENT INSURANCE TO COVER ANY DAMAGES THAT MAY OCCUR. 8 WORK IN THE STATE RIGHT OF WAY. A. THE FEET MUST GRANT PERMISSION TO INSTALL A SEWER LATERAL WITHIN THEIR RIGHT OF WAY. THE UTILITIES CONTRACTOR IS RESPONSIBLE FOR MAKING ION TO INS TO VIRGINIA DEPARTMENT OF TRANSPORTATION RTHIN T FOR PERMISSION TO INSTALL A SERVICE LATERAL CONNECTION WITHIN THEIR RIGHT 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 IC MAINTAINED AT ALL TIMES D. THE TRENCH MUST BE BACKFILLED WITH 2IA STONE, AND COMPACTED AS REQUIRED N E E DONE I SHOULD BE REPLACED S WITHIN 24 HOURS. ALL PAVING IS F TO BE DONE IN ACCORDANCE WITH STATE HIGHWAY DEPARTMENT SPECIFICATIONS. E STREETS M TO SCHOOL BUS TRAFFIC, WORK SHOULD BE DONE ONLY BETWEEN A.M. EEN 9:00 A. AND 300 P.M. PRIOR TO CONNECTING PRIVATE SEWER CONNECTIONS FROM A HOME OR BUSINESS TO THE SERVICE CONNECTION, A SEWER CONNECTION FEE MUST BE PAID AND ALL THE ABOVE REQUIREMENTS MUST BE MET. IN ADDITION, THE BUILDING INSPECTOR'S OFFICE MUST BE NOTIFIED FOR FINAL INSPECTION. "I'll" 11 LINES AN ill BE MALL OHN t T / +'v au w Ni ro BE ereweoE "aisuo °mid, AT, ( `, xc c°XSMUIn°A PETEER BMkRLL ouArvc l°N�°CP[ TOP a crzux s? nsreE U ._ PLA, .p v. z...... RUN1Y°sl'E➢PFlWnON •e ax.- .Pecu" TOP tf PIFE 911 AREA BE L [F CLTE, DF➢RMw� °P PPET S10Xf tlED °.XG,1Nre ti P I g '°�, X.W'XRLL MAnRAL OFEDIFF BE In NAG LET HIM 190, / / 6 �! pp+�-x f (e" IN rewq ILL HATUT INSTEAD ME PE , 1 METAL IX[sE ASIA COMA PROPERLY FEET STONE TO NATEND SPF UR°AAWB t PI OP TO 3'ALLON FIRE XwN OF PROF AT BEDDING, BACKFILL AND TRENCH BL ADOPT NSR FAIL I TOR SPOIL PLACEMENT H TLRS ON STATES 0% UP Go STAFF ITS IT —�I J, IT ILI Lo. E c n LEL PAT ILL ILL LOCATIONS IS FAF IiElF4 WIDTHS ITT QpLTR DF F! l A} SA AIR NAMR, 11 �. GdN�-C s Christopher C. MOUNT 031672 FSSIon AT A Asi I A} SA AIR NAMR, 11 GENeRAL NOTE AS D G ! _ )— I To « M I . PAGE PAT Lo P OLD (I p T Q THAN, AS PLtA UPLACHAND, 7r N AN I Lou I [ SHIP LANE U I p w > BRANCH UP NO STAN A WATCH THE HMMT� PER "I ADF�111111 T a� AMM, vu'uv w. nor WM p, .xoxx an mx AJ Z 00 _ PLAN VIEW moo. GRANT 71 r 'EL Mr 40 OF wnrtn. LL ENTRPNCE NOTES Q ~ Wee ANY IN OR THE M?�EL AS — O D NY 'A' wv,aL vawav AN ATITZKORK WAR G Z xwu rw 'w —. mom w= :«or.�E,wweWMw,xm- ., IT' mn Mwn trlD4 aECiION A AMU t LOWMLE ENTRMCE WANDE CNONGES E'Tr� VALVE ED AS `GM � T ONE I ce� x a Do mm MORIIxa SECTION C -C Al U Or ^^,' `&y�o (( U W N Z 2� gM< I(1 N 6 OL Am z� OL Cc LU C1�I BE x2a00 w° C4 J DA2 z QPSAAA LLD 00 wf ¢ oQ kw I J2 QN Q- � 20 °NI APPLEQ 0 lyl y WO �LL A US 2 0� 1_0 ILI CQ ZIAL 0. BE �SET AS ILL Q/ W Q S W REVISIONS 1 July 30, 2014 Nov. 14, 2014 Comments Dec. 03, 2014 COMMENTS Dec. 11, 2014 COMMENTS J DATE May 9, 2014 1 I C- FILE NUMBER 8053 SHEET 15/17 J J Wee Lo W T Q Y 06 `- U U Q p w > J � O z CO J Z 00 Q� Z W LL O Q ~ Wee O U D m Q O r M Z O U FILE NUMBER 8053 SHEET 15/17 J r I 20'PUBUC DRAINAGE ESMT II I I Ex. zo'sA I NITaRV TMP 5 E -1 -A1 I I SEBN. t_4 . EAIIEMENT 42 p. 377 - MARCH NT N 254- 0 26 RVARIABLE WIDTH — O D.B. 4215 pa DRAINAGE EASEMENT 6. 4195 pl 685 -63 L (PLLLAAAT T \� D B 3798 001-009 1 – T II I o° LL I EXISTING 2' PUBLIC - - - -- /, I �II SCALE 1 2 0 DRAINAGE ESMT Su IN ae1 ' 20 10 0 NO 40 %poTR OF `X III Q+ A �nrt � //�R✓64�r �i' Ohnstopher C. Mulligan a 0] 1672 Eac FP FP PO PUBLIC ROW LT LANDSCAPING NOTES: — — - -- — __I , ,• ", • � x PRIVATE ROW �"'� MARCH MOUNTAIN pp. PROPERjIEST {\'2Y,lg'' SYMBOL DENOTES EXISDNG TREES D.B. 41915 pp p 685- 693111(PLAT D.B. 379E pp. 001 -009 PLAT SYMBOL DENOTES PROPOSED TREES I I TMP 55E -1 -H POl COUNTY OF ALBEMARLE D.B. 3955 pp. 1 -10 .(DEED & PLAT) i. I I LI.I LLQ z d 0 W Lu 0 ((���/���jj �QQ 8 C'! 2 Z N 2d � LLB^ 2 Lu 0 IAz 11 [� 0 2W 15 It a a 2 00 2 ON Q OQ ow Oho > y> o J Lu g, ul'0 >�� F+ Lu cc z 1: WIL Lu E OZ O Lu a REVISIONS Jury 3Q 2014 Nov. 14,2014 Comments Dec. 03, 2014 COMMENTS Dec. 11, 2014 COMMENIs U DATE May 9, 2014 SCALE r' =2a Z rgY g U d 0 (g m Z J_ Q 8 U F N w a Z 0 g FILE NUMBER 8053 I SHEET 18 / 17 SHRE MULCI Ill� I ;d wmkl 69111111 ICED] =a III IN GALVANIZED GUY WIRE j / \\ 2 "X7" HARDWOOD STAKES 120' 8 MIN_ 18" MINT��y DD /�� 6 MIN. T ROM LEE BURLAP FROM 1/3 OF BALL EARTH BERM AROUND BED SHREDDED HARDWOOD BARK MULCH (MIN. 3" DEPTH) STREET TREE REQUIREMENTS, NOTES & DETAILS STREET TREE CALCULATIONS - GLENN VALLEY DRIVE (EXISTING) 472 LINEAR FEET OF ROAD FRONTAGE 9 I TREE / 50 LINEAR FEET = 9.44 STREET TREES REQUIRED 9 STREET TREES EXISTING STREET TREE CALCULATIONS - CLAREMONT LANE 355 LINEAR FEET OF ROAD FRONTAGE 9 1 TREE / 50 LINEAR FEET = ACT STREET TREES REQUIRED 7 STREET TREES PROVIDED STREET TREE CALCULATIONS - ROWCROSS STREET 654 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 17.07 STREET TREES REQUIRED 17 STREET TREES PRODDED STREET TREE CALCULATIONS - FIELDING RUN DRIVE 501 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 10.01 STREET TREES REQUIRED 10 SWEET TREES PRODDED PLANT LIST GJ, IPry SYMPVI BLTA'Cs: NAME COBLUN TAIT HL"HT rP mP_ANTiNf; +;AL LIS 10 YR, CANOPY R,� N ". 031672 lw�EO'ONAI CN6 � w W 6 AR ACER RUDRUM & DVS. OCT. GLORY, RED SUNSET 1.5" MIN, 10' AS B & B' 397 6 1 PLA'IANUS OCCIDENTALIS SYCAMORE LC MIN. 12' W B & B' 1,253 9 L URIODENDRON TULIPPER(A TULIP POPLAR 1.5" MIN. 12 SHOWN B & B' PAT .v PROP. F Z Z f Q m J 12 r TRAMMED PENNSYLVANICA GREETS ASH 1.5" MIN, 12' AS D & B' 604 PA PLATANUS % ACERIFOLIA LONDON PLANETREE 1,5" MIN, 12' g B & B' 368 3 2 0 QUERCUS PHELOS WILLOW OAK T5 MIN, 12' SHOWN B & B' 370 PROPOSED SITE AREA BLOCK 15 = 29 ACRES 20% SITE TREE CANOPY REQUIRED= BLOCK 15 CANOPY = 25,265 SF SITE CANOPY PROVIDED (10 YR PROJECTED) EXPETNG BLOCK 15 STREET TREE CANOPY— (3CA4)F(3 *368) +(3 *370) = 4,026 SF. PROPOSED BLOCK 15 STREET TREE CANOPY= (6 *397) +(6*1, 263) +(9 *387) +(12 *604) +(11368) +(2 *370) — 21,739 SF TOTAL TREE CANOPY PRODDED — 4,026 SF. + 21,739 SF = 2$)65 EF BROTH OR 4q Ch11at'opher C. Mulligan R,� N ". 031672 lw�EO'ONAI CN6 STREET TREE NOTES & DETAILS NOTES & MINIMUM STANDARDS • TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUNST UTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT I • TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY 'NITHIN ME DEVELOPMENT, OR PHASE THEREOF • ALL TREES TO BE PLANTED SHALL MEET ME SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EIIMER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NORSERYMEMS ASSOCIATION, PIE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR ME ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. • MAINTAINING AND REPLACING STREET MEBS: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNERS ASSOCIATION AND REPLACED WHEN NECESSARY REPLACEMENT MATERIAL SHALL COMPLY TRIM ME APPROVED PLAN. • MAINTENANCE OF ALL TREES SHALL BE ME RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. • ALL SUE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT • TREES SHALL BE L5" TO 1.75" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. ,cC�iy <► F�1 Q U x 2S tim 5° R ¢" �¢ Q O:W C7' 2 p0 >o (>W! 2 ¢ v¢ kw vi J 2 Q N it i " 0 �7 C IJ.I OO ME N W , 2 � IS 2 0�F9 mW ac o� " . z N v_dl Q W a ) REVISIONS July 30, 2014 Nov. 14,2014 Comments Dec. 03, 2014 COMMENTS Dec. 11, 2014 COMMENTS GATE May 9, 20141 J FILE NUMBER 8063 H171 E SHEET 17 J � w W r � U 0 > W m O J Z z 00 J F Z Z f Q m J a O Z g FILE NUMBER 8063 H171 E SHEET 17