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SDP201100028 Plan - Approved Minor Amendment 2011-09-15
,Ian Franklin PE, LLC Civil and Site Plan Engineering V Z m I LEGEND W WATER LINE (EX. / PROP.) — - - - - — BOUNDARY/ RIGHT-OF-WAY LINE WV® WMO WATER VALVE/ METER I.F. IRON PIN FOUND FHA FIRE HYDRANT I.S. IRON PIN SET YH YARD HYDRANT — — — — — — SETBACK LINE BOA ® BLOW -OFF ASSEMBLY - — — — — — — - EASEMENT LIMITS SS SANITARY SEWER LINE (EX. / PROP.) — CENTERLINE CO o CLEANOUT 670 CONTOUR LINE (EX. / PROP.) MH•• MANHOLE <--3:1-• E-2.50% DEGREE/ DIRECTION OF SLOPE _SD— STORM LINE (EX. / PROP.) 479.70+ SPOT ELEVATION DI d STORM INLET HP HIGH POINT YD ® YARD DRAIN LP LOW POINT DS o DOWNSPOUT - — • • • - DITCH / SWALE G GAS LINE (EX. / PROP.) _ _ • • = WATER COURSE GVO GMO GAS VALVE/ METER BM* BENCHMARK OHE OVERHEAD ELECTRIC (EX. / PROP.) CG-2 VDOT STD. HEADER CURB UGE UNDERGROUND ELECTRIC (EX. / PROP.) CG-6 VDOT STD. CURB & GUTTER PPO POWER POLE CG-12 VDOT STD. HANDICAP RAMP LP LIGHT POLE HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE GUY GUY WIRE RCP REINFORCED CONCRETE PIPE EM o ELECTRIC METER CMP CORRUGATED METAL PIPE T❑ TRANSFORMER PVC POLYVINYLCHLORIDE PIPE OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH -DENSITY POLYETHYLINE PIPE UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) VC VITRIFIED CLAY PIPE PED ❑ UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION SWM/ DWM o /fib SINGLE/ DOUBLE WATER METER TBR TO BE REMOVED TBT TO BE TRANSPLANTED GV M GATE VALVE TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY PHASE 10F ALBEMARLE COUNTY, VIRGINIA NOR SITE PLAN AMENDMENT VICINITY MAP 1"= 60' I MAY 212011 PREPARED BY: Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com „r� ►l APPROVED SITE PLANS PREPARED BY: TERRA CONCEPTS, P.C. PH. 434-531-3600 SHEET INDEX SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEETS 7 SHEETS 8-9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14 SHEET 15 SHEET 16 SHEET 17 SHEET 18 SHEET 19 SHEET 20 SHEET 21 SHEET 22 SHEET 23 SEAL NOTES AND PROJECT DATA EXISTIING CONDITIONS & DEMOLITION PLAN OVERALL SITE PLAN LrH 01" SITE CONSTRUCTION PHASING PLANo LAYOUT PLAN �o SITE DETAILS tYlaun, .' ranklin PUBLIC & PRIVATE ROAD PROFILES Lic.No. 35326 w ROAD SECTIONS ROAD SECTIONS & DETAILS C� GIRADING, DRAINAGE AND ROAD PLANS sIONA, 1, INLET DRAINAGE AREA MAP CULVERT DRAINAGE AREA MAP/CALCULATIONS DRAINAGE COMPUTATIONS STORM DRAIN PROFILES LANDSCAPE PLAN LANDSCAPE CALCULATIONS & PLANT LIST UTILITY PLAN WATERLINE PROFILES SANITARY SEWER PROFILES WATERLINE DETAILS SANITARY SEWER DETAILS REVISIONS REV DATE DESCRIPTION SHEETS REVISED 1 07/15/11 ACSA COMMENTS 1,19,20,21 2 08/02/11 REVISE STORM P OUTFALL 12,16 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com z ;> Q w 0 z-l> W Q z z o w w F_ J ry O W w w W W O U L rx OF r, �ari" 14ramklin Lic. No. 35326 W 1_411�-q ti , C� ssI ONA L SCALE: NONE ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- ACSA COMMENTS SHEET OF 23 1 GENERAL NOTES: PROFFERS: PROJECT DATA: PERFORMANCE STANDARDS: 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR LATEST EDITION CHECKLIST. AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPAIRTMENT OF TRANSPORTATION (VDOT). THIS REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OIF THE PERMIT. WHERE ANY DISCREPANCIES CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. CERTAIN UNDERGROUND FEATURES. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURIRENT SPECIFICATIONS AND STANDARDS OF 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND VDOT UNLESS OTHERWISE NOTED. SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN( THE PERMITS AND AN 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED ANDi MULCHED. TRADES ON -SITE. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT ACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY (ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE :SECURITY OF PROPERTY HE / SHE IS STO - RING ON SITE. THE CONTRAC TOR IS NOT LIABLE FOR T HE SAFETY OF T HOSE WIITHIN THE BUILDINGS OR WORKING ON THE B ILD U INGS NOR IS HE SHE RE / SPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO (MAINTAIN A CLEAN, ORGANIZED AND S AFE SITE AND IS THE FINAL AUTHORITY AS TO THE LOCATION PLACEMENT OR STORAGE OF A NY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJUIRY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. THE CONTRA T C OR SHALL DETERMINE T HE LIMITS OF C ONSTRUCTION AND D EMARCATE E TH M CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE. ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES. 10.DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 11.ALL EXISTIN P G IM ROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO T HE EXECUTION OF T HE WORK. ALL REPAIR M ADE NECESSARY BY THE CONTRACTOR 0 0 R TH SE ASSISTING HIM HE / R IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRAICTOR. 12.USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN A LL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 13.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING 0 R AD A PERMIT S HALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 14.CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. QUALITATIVE STANDARDS: 1. ALL UNSUITAB E L SOIL MATE I L R A SHALL BE T S OCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTU R E. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL P LAN AND INASMUCH AS IS PO SSIBLE SH ALL BE INST ALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSIO N CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 4. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2A(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. 5. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. 8. FOR SPECIFICS REGARDING SPECIALTY PAVING (IF ANY) REFER TO DETAILS. 9. ALL CURBING SHALL BE VDOT STANDARD CG-2, UNLESS OTHERWISE NOTED. ALL PARKING SPACES MARKED "HC" ARE TO BE DES( NATED F R HAND( AP P G 0 C ARKIN VIA THE F I N G USE O S G SAND PAINT Y B THEY A E BE D S M OLS. R TO 8 X 18 AN ADJACENT TO A U X 18' PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 11' X 18' AND ADJACENT TO 5' X 18, PAINT -OUT AISLE. 10.SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'. 11.LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 12.PERPENDICULAR PARKING TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE AN OVERHANG IS POSSIBLE. 13.PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 14.LOADING SPACES TO BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.. 15.UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 16.PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 17.DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING, 18.SIDEWALKS TO BE A MINIMUM WIDTH OF 5% EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD-4, ETC.) PER VDOT STANDARDS. 19.UNLESS OTHERWISE SPECIFIED ALL STORM SEWERA E SHALL BE LED IN D VD T ND D G INSTAL ACCOR ANCE WITH OT S A AR S AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE H LL BE D D AL S A CLASS 3. ALL H PE PIPE SHALL BE A S N-12 OR EQU W/VDOT STANDARD PB-1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 20.UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING. 21.ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM. 22.ALL PARKING LOT TRAVELWAYS SHALL BE 24' WIDE UNLESS OTHERWISE NOTED ON PLANS. WATER AND SEWER: 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED VIVHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED (CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS: 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVEILOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS P O ERF RMED ON THE SUBGRADE SOIL. THREE (3) COPIESi OF THE TEST RESULTS SHALL BE SUBMITTED T O THE COUNTY. IF A SUBG D RA E SOIL CBR OF 10 OR GREATER IS NOT BT B O AINA LE A REVISED P AVEMENT DESIGN SHALL B D B E MA E Y THE DESIGN E NGINEER AND SUBMITTED WITH 'THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND P IPE DISCHARGE M B - - UST E RETAINED WITH N I THIE PUBLIC RI HT F G O WAY OR WITHIN EASEMENTS PRI R T A O O CCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTIFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION ANID APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE T IME OF CONSTRUC TION. ADDITIONAL GU D AR RAIL (MAY BE R U EQ (RED AT LOC 10 S AT N NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE„ IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED -TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAV EMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISIION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, TIHEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVI CES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROIPERTY NUMBERING ORDINANCE AND MANUAL. .�,11", - 10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOWW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD D-1 - - C OR CD 2 CROSS DRA N I S TO BE INSTALLED ND E B U ER TH SU BASE MATERIAL AT ALL T CU ., AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13.A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT S VIDEO CAMERA INSPECTIO N PROCEDURE AND WITH A VDOT OR COUNTY INSPECTO R PRESENT. SITE -SPECIFIC NOTES: 1. THES B E TP U J C ROPERTY LIES IN THE DEVE LOPMENT AREA AND IS NOT WITHIN A RE E V S R OIR WATERSHED. 2. THE SUBJECT SITE IS NOT WITHIN THE 100-YEAR FLOODPLAIN. IT IS IN ZONE W AS NOTED ON FIRM #51003CO140D (PANEL 140 OF 575 DATED FEBRUARY 4 2 005 3. RUNOFF FROM THE SUBJECT SITE WILL CONTINUE TO FLOW TOWARD THE POWELL CREEK THROUGH THE RETROFITTED ON -SITE POND.STORMWATER DETENTION AND QUALITY MEASURES ARE PROPOSED AT THAT LOCATION. 4. OFF -SITE RUNOFF FLOWS THROUGH THE SUBJECT SITE WITHIN NATURAL DRAINAGEWAYS. OFF -SITE RUNOFF IS FROM PUBLIC LANDS, THEREFORE DRAINAGE EASEMENTS ARE REQUIRED. BOTH STORMWATER DETENTION AND QUALITY ARE TO BE ACCOMMODATED ON -SITE IN THE RETROFITTED POND. 5. THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY OPEN PASTIURE WITH SOME PERIMETER AND SPECIMEN MATURE HARDWOOD TREES. 6. ROADS WITHIN THE PROJE T C SHALL BE BOTH PRIVATE AND PUBLIC. THE FOLLOWPVG ROAD NAMES CORRESPOND TO THE ROAD NAMES ON THE APPLICATION PLAN. THESE NAMES HAVE BEEN RESERVED AND/OIR ASSIGNED BY E-911 SERVICES: 'A' = WILLOW GLEN DRIVE (PUBLIC) 'B' = PRESTWICK GLEN DRIVE (PUBLIC) 'C' = HEATHROW GLEN CIRCLE (PUBLIC) 'D' = SHANNON GLEN COURT (PUBLIC) 'E' = TRUDEAU COURT PRIVATE T' = HARTSFIELD COURT (PRIVATE) 'G' = TEMPELHOF COURT (PRIVATE) ALL INTERNAL ACCESSWAYS ARE TO BE BOTH PUBLIC AND PRIVATE. THOSE PUBLIC SHALL RESIDE WITHIN A PUBLIC 7. RIGHT-OF-WAY. (WIDTHS VARY) - SEE PLANS. ALL DRIVEWAYS SHALL CONFORM TO VDOT STANDARDS, UNLESS OTHERWISE NOTED ON PLANS. 8. ALL CURBING TO BE VDOT STANDARDS (CG-2 OR CG-6), UNLESS OTHERWISE NOTED ON THE PLANS. 9. 5-WIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDE TRI S AN ACCESS THROUGHOUT THE SITE. ANY SIDEWALK SECTIONS LYIN G 10.ON PROPOSED PRIVATE LOTS SHALL BE GIVEN OR GRANTED AN ACCESS EASEMENT AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. THIS PROJECT WILL BE DEVELOPED BY PHASES. SEE SHEET 5 FOR DETAILS. PHASING LIMITS MAY BE REVISED AT THE OWNER'S 11.DISCRETION AND ARE SUBJECT TO THE APPROVAL OF THE DIRECTOR OF COMMUNITY DEVELOPMENT. UNITS ARE EITHER FOR SALE OR RENT. 12. TOTAL CONDOMINIUM BREAKDOWN: 16 1- BEDROOM UNITS, 54 2- BEDROOIM UNITS, AND 12 3-BEDROOM UNITS. 13. WHENEVER APARTMENT -STYLE UNITS ARE INTRODUCED INTO A TOWNHOME SETTING, THE BUILDINGS) THAT OCCUPIES THAT 14.SPECIFIC LOT WILL BE CONSIDERED A DUPLEX FOR BUILDING CODE PURPOSES. ANY SITE IDENIFICATION SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUIBMITTED AND FILED SEPARATELY BY THE 15.OWNER / DEVELOPER. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR (UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 16.STAN DARDS. RET WALL HEI HT ARE SH WN N THE RADIN AND UTILITY PLLANS. MAXIMUM AINING G 0 0 G G 17. MAIL WILL BE PROVIDED IN A CONGREGATE FASHION (I.E. IN KIOSKS OF GANG MAIILBOXES). THESE WILL BE LOCATED IN 18.VARIOUS AREAS THROUGHOUT THE SITE. DUMPSTERS ARE PROVIDED THROUGHOUT THE SITE FOR THE CONDOMINIUM UNITS. ALL OTHER UNITS WILL USE ROLL -OUTS FOR 19.CURB SERVICE. ALL ROOF DRAINS ARE TO BE TIED INTO A PROPOSED YARD/ROOF DRAIN SYSTEM- 20. A TRAFFIC IMPACT ANALYSIS REPORT WAS PREPARED BY THE RAMEY KEMP ASSOiCIATION IN APRIL 2007. 21. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OIF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE 22.MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILIITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND 23.SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 24.ON-SITE GEOTECHNICAL ENGINEER OF RECORD TO PROVIDE POST INSTALLATION REPORT CERTIFYING BEARING CONDITION AND FOUNDATION PREPARATION. 25. DICKERSON RIDGE LLC, A VIRGINIA LIMITED LIABILITY COMPANY, IS THE FEE SIMPLE OWNER (THE "OWNER") OF TAX MAP 32, PARCELS 49F, 49G, 491, 49J, AND 49K (THE "PROPERTY") WHICH IS; THE SUBJECT OF THE ZONING MAP AMENDMENT APPLICATION #ZMA-06-19 KNOWN AS "WILLOW GLEN." THE APPLICAINT FOR WILLOW GLEN IS SUGARAY TWO, LLC, A VIRGINIA LIMITED LIABILITY COMPANY. THE WILLOW GLEN COMMUNIITY IS HEREIN REFERRED TO AS THE "PROJECT." PURSUANT TO SECTION 33.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE, OWNER HEREBY VOLUNTARY PROFFERS THE CONDITIONS LISTED IN THIS PROFFER STATEMENT, WHICH SHAILL BE APPLIED TO THE PROPERTY IF THE REZONING IS APPROVED BY ALBEMARLE COUNTY. THESE CONDITIONS ARE PROFFERED AS PART OF THE REZONING AND IT IS AGREED THAT THE CONDITIONS ARE REASONABLE. 1. AFFORDABLE HOUSING. THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL RESIDENTIAL DWELLING UNITS WITHIN THE PROJECT IN THE FORM OF FOR SALE OR LEASE AFFORDABLE DWELLING UNITS (THE "AFFORDABLE DWELLING UNITS" OR "AFFORDIABLE UNITS"). THE AFFORDABLE DWELLING UNITS SHALL BE COMPRISED OF ONE OR MORE OF THE FOLLOWING UNIT TYPES: SINGLE-FAMILY ATTACHED HOUSING (TOWNHOUSES OR DUPLEXES) OR CONDOMINIUMS. THE OWNER ORZ ITS SUCCESSOR IN INTEREST RESERVES THE RIGHT TO PROVIDE THE AFFORDABLE DWELLING UNITS IN A VARIETY OF WAYS, UTILIZING THE ABOVE MENTIONED UNIT TYPES ALONE OR IN COMBINATION AS OUTLINED BELOW. A. FOR -SALE AFFORDABLE UNITS. THE FOR -SALE AFFORDABLE DWELLING UNITS SHALL BE AFFORDABLE TO HOUSEHOLDS WITH INCOMES UP TO EIGHTY PERCENT (80%) OF THE; AREA MEDIAN FAMILY INCOME (THE "AFFORDABLE UNIT QUALIFYING INCOME"), SUCH THAT THE HOUSING COSTS CONSIISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES, AND HOMEOWNER'S INSURANCE (PITI) DO NOT EXCEED THIRTY PER(CENT (30%) OF THE AFFORDABLE UNIT QUALIFYING INCOME, PROVIDED, HOWEVER, THAT IN NO EVENT SHALL THE SELLIING PRICE OF SUCH AFFORDABLE UNITS BE REQUIRED TO BE LESS THAN THE GREATER OF ONE HUNDRED NINETY THOUSAND FOUR HUNDRED DOLLARS ($190,400) OR SIXTY-FIVE PERCENT (65%) OF THE APPLICABLE VIRGINIA HOUSING DEVELOPMENT AUTHORITY (VHDA) MAXIMUM MORTGAGE FOR FIRST-TIME HOME BUYERS AT THE BEGINNING OF TIHE 90-DAY IDENTIFICATION AND QUALIFICATION PERIOD REFERENCED BELOW. THE OWNER OR HIS SUCCESSOR IN IINTEREST MAY AT ITS OPTION FACILITATE THE PROVISION OF DOWN PAYMENT ASSISTANCE LOANS TO REDUCE THE OUT-OF-POCKET CASH REQUIREMENT COSTS TO THE HOMEBUYER, SUCH AS, BUT NOT LIMITED TO A "SILENT" SECOND LIEN DEED OF TRUST, SO THAT THE RESULTANT FIRST MORTGAGE AND HOUSING COSTS REMAIN AT OR BELOW THE (PARAMETERS DESCRIBED HEREIN. ALL FINANCIAL PROGRAMS OR INSTRUMENTS DESCRIBED HEREIN MUST BE ACCEPTABLE TO THE PRIMARY MORTGAGE LENDER. ANY "SILENT" SECOND LIEN DEED OF TRUST EXECUTED AS PART OF THIS PARAGRAPH SHALL BE DONATED TO THE COUNTY OF ALBEMARLE OR ITS DESIGNEE TO BE USED TO ADDRESS AFFORDABLE HOUSING. FOR PURPOSES OF CALCULATING THE PRICE OF THE AFFORDABLE DWELLING UNITS, THE VALUE OF SELLER -PAID CLOSING COSTS SHALL BE EXCLUDED FROM THE SELLING PRICE OF SUCH AFFORDABLE DWELLING UNITS. B. FOR -LEASE AFFORDABLE DWELLING UNITS. (1) THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT SHALL NOT EXCEED THE THEN -CURRENT AND APPLICABLE MAXI UM M NET RENT AS PUBLISHED B Y THE COUNTY HOUS G O IN FFICE. IN EACH SUBS UE E NT CALENDAR Q YEAR, THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSES OF THIS PROFFER STATEMENT, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE RE UIR Q EMENT THAT THE R ENTS FOR SUCH FOR-R ENT AFFORDABLE UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN THIS PROFFER 1 B SHALL APPLY FOR A PERIOD OF TEN (10) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS ISSUED BY THE COUNTY FOR EACH FOR -RENT AFFORDABLE UNIT, OR UNTIL THE UNITS ARE SOLD AS AFFORDABLE UNITS AS DEFINED BY THE COUNTY'S AFFORDABLE HOUSING POLICY, WHICHEVER COMES FIRST (THE "AFFORDABLE TERM"). II . CONVEYANCE OF INTEREST -ALL INSTRU E M NTS CONVEYING ANY INTE S RE T IN THE FOR -LEASE F O D B () AF RALE DWELLING UNITS DURING THE AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO THE TERMS OF THIS PARAGRAPH 1(B). IN ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -LEASE AFFORDABLE DWELLING UNIT, OR ANY PART THEREOF, DURING THE AFFORDABLE TERM, SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED BY THIS PARAGRAPH 1(B). PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -LEASE AFFORDABLE DVIVELLING UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AIND STATE THAT THE REQUIREMENTS OF THIS PARAGRAPH 1 B II HAVE BEEN SATISFIED. III . REPORTING RENTAL RATES. DURING THE AFFORDABLE T ERM WITHIN THIRTY 30 DAYS OF EACH RENTAL OR LEASE TERM FOR EACH FOR -RENT AFFORDABLE UNIT, THE THEN -CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE COUNTY HOUSING OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL RATE FOR SUCH UNIT AND THE TERM OF THE RENTAL OIR LEASE AGREEMENT. IN ADDITION, DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL PROVIDE TO THE COUNTY, IF REQUESTED, ANY REPORTS, COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY REQUIRE. C. PHASING OF AFFORDABLE UNITS. EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WITHIN THE PROPERTY SHALL DESIGNATE THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF THIS PROFFER, INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT AND SITE PLAN SHALL CONSTITUTE A MINIMUM OF TWELVE PERCENT (12%) OF THE LOTS IN SUCH SUBDIVISION PLAT OR SITE PLAN. NOTWITHSTANDING THE FOREGOING, HOWEVER, THE OWNER MAY "CARRY-OVER" OR "BANK" iCREDITS FOR AFFORDABLE UNITS IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNATES AFFORDABLE UNITS THAT IN THE AGGREGATE EXCEED THE TWELVE PERCENT (12%) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE PLAN, AND SUCH ADDITIONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE TWELVE PERCENT (12%) MINIMUM ON ANY FUTURE SUBDIVISION PLAT OR SITE PLAN, PROVIDED HOWEVE R THAT THE MAXIMUM NU B M ER OF AFFORDABLE'. U S B C NIT THAT MAY E ARRIED OVER OR BANKED SHALL NOT EXCEED TWELVE PERCENT (12%) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT OR SITE PLAN. D. NOTIFICATION PERIOD: COUNTY CASH OPTION. I . NOTIFICATIO N PERIOD. ALL PURCHASE RS OF THE AFFO .D R ABLE DWELLING UNITS SHALL BE A () PPROVED BY THE ALBEMARLE COUNTY OFFICE OF HOUSING OR ITS DESIGNEE. THE THEN -CURRENT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS DESIGNEE A PERIOD OF NINETY 90 DAYS TO IDENTIFY AND PRE -QUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNIT(S). THE NINETY (90) DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN -CURRENT OWNER/BUILDER THAT THE UNIT(S) IS WITHIN ONE HUNDRED TWENTY (120) DAYS OF COMPLETION AND, THAT ON OR BEFORE THE END OF SUCH ONE HUNDRED TWENTY (120) DAY PERIOD SHALL BE READY FOR OCCUPANCY. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED PURCHASER WHO EXECUTES A CONTRACT OF PURCHASE DURING THIS NINETY (90) DAY PERIOD, THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL OR LEASE THE UNITS) WITHOUT ANY RESTRICTION ON SALES OR LEASE PRICE OR INCOME OF THE PURCHASER(S), PROVIDED, HOWEVER, THAT ANY UNIT(S) SOLD OR LEASED WITHOUT SUCH RESTRICTION SHALL NEVERTHELESS BE COUNTED TOWARD THE NUMBER OF AFFORDABLE UNITS REQUIRED TO BE PROVIDED PURSUANT TO THE TERMS OF THIS PROFFER. THE REQUIREMENTS OF THIS PROFFER SHALL APPLY ONLY TO THE FIRST SALE OF EACH OF THE AFFORDABLE DWELLING UNITS THAT ARE PURCHASED. NOTHING HEREIN SHALL PRECLUDE THE THEN -CURRENT OWNER/BUILDER FROM WORKING WITH THE COUNTY HOUSING DEPARTMENT PRIOR TO THE START OF THE NOTIFICATION PERIODS DESCRIBED HEREIN IN AN EFFORT TO IDENTIFY QUALIFYING PURCHASERS FOR THE AFFORDABLE UNITS. (II). COUNTY OPTION FOR CASH IN LIEU OF AFFORDABLE UNITS. IF AT ANY TIME PRIOR TO THE COUNTY'S APPROVAL OF ANY PRELIMINARY SITE PLAN OR SUBDIVISION PLAT FOR THE PROPERTY WHICH INCLUDES ONE OR MORE FOR -SALE AFFORDABLE DWELLING UNITS, THE HOUSING OFFICE INFORMS THE THEN -CURRENT OWNER/BUILDER IN WRITING THAT IT MAY NOT HAVE A QUALIFIED PURCHASER FOR ONE OR MORE OF THE FOR -SALE AFFORDABLE DWELLING UNITS T THE TI - A ME THAT THE THEN CURRENT OWNER/BUILDER EXPECTS THE UNITS TO BE COMPLETED AND THAT THE HOUSING OFFICE WILL INSTEAD ACCEPT A CASH CONTRIBUTION TO THE HOUSING OFFICE TO SUPPORT AFFORDABLE HOUSING PROGRAMS IN THE AMOUNT OF NINETEEN THOUSAND ONE HUNDRED DOLLARS ($19,100) IN LIEU OF EACH AFFORDABLE UNIT(S), THEN THE THEN -CURRENT OWNER/BUILDER SHALL PAY SUCH CASH CONTRIBUTION TO THE COUNTY PRIOR TO OB AI I G CERT FIC T O OCCU C D O B T N N A I A E F PAN Y FOR TIRE UNITS THAT WERE ORIGINALLY PLANNE T E AFFORDABLE D E D - W LLING UNITS, AN THE THEN CURRENT OWNER/BUIILDER SHALL HAVE THE RIGHT TO SELL THE UNITS) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). IF ALL OF ANY PORTION OF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSE WITHIN FIVE (5) YEARS OF THE DATE IT WAS CONTRIBUTED, ALL UNEXPENDED FUNDS SHALL BE REFUNDED TO THE PARTY THAT CONTRIBUTED THE FUNDS. FOR THE PURPOSES OF THIS PROFFER, SUCH AFFORDABLE DWELLING UNITS SHALL BE DEEMED TO HAVE BEEN PROVIDED WHEN THE SUBSEQUENT OWNER/BUILDER PROVIDES WRITTEN NOTICE TO THE ALBEMARLE COUNTY OFFICE OF HOUSING OR ITS DESIGNEE THAT THE AFFORDABLE UNITS WILL BE AVAILABLE FOR SALE. E. INSPECTIONS. THE COUNTY SHALL HAVE THE RIGHT, UPON REASONABLE NOTICE AND SUBJECT TO ALL B C ECO DS OFT E O OR ANY SUCCESSORS IN APPLICA LE PRIVA Y LAWS, TO PERIODICALLY INSPECT THE R R H WNER INTEREST FOR THE PURPOSES OF ASSURING COMPLIANCE WITH THIS PARAGRAPH 1. 2. CASH PROFFER. A. THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE FOLLOWING AMOUNTS FOR EACH DWELLING UNIT CONSTRUCTED WITHIN THE PROPERTY THAT IS NOT AN AFFORDABLE DWELLING UNIT. THE CASH CONTRIBUTIONS SHALL BE USED TO ADDRESS THE FISCAL IMPACTS OF DEVELOPMENT ON THIE COUNTY'S PUBLIC FACILITIES AND INFRASTRUCTURE (I.E., SCHOOLS, PUBLIC SAFETY, LIBRARIES, PARKS; AND TRANSPORTATION) IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM. THE CASH CONTRIBUITIONS SHALL BE PAID PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR THE CATEGORY OF UNITS DESCRIBED IN THIS (PARAGRAPH 2 IN THE FOLLOWING AMOUNTS: (1). SEVENTEEN THOUSAND FIVE HUNDRED DOLLARS ($17,500) FOR EACH SINGLE-FAMILY DETACHED DWELLING UNIT; (II). ELEVEN THOUSAND NINE HUNDRED DOLLARS ($11,900) F`OR EACH SINGLE FAMILY ATTACHED DWELLING UNIT THAT IS NOT AN AFFORDABLE DWELLING UNIT. ZERO DOLLARS ($0.00) FOR EACH AFFORDABLE DWELLINIG UNIT THE CASH CONTRIBUTION FOR EACH SUCH UNIT SHALL BE PAID PRIOR TO OR AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT FOR EACH UNIT, AS APPLICABLE. B. ANNUAL ADJUSTMENT OF CASH PROFFERS. BEGINNING JANUARY 1, 2008, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PRECEDING CALENDAR YEAR IN THE COMPARATIVE COST MULTIPLIER, REGIONAL CITY AVERAGE, SOUTHEAST AVERAGE, CATEGORY C: MASONRY BEARING WALLS ISSUED BY MARSHALL VALUATION SERVICE (A/K/A MARSHALL & SWIFT) (THE "INDEX") OR THE MOST APPLICABLE MARSHALL & SWIFT INDEX DETERMINED BY THE COUNTY IF PUBLICATION OF THE SPECIFIC INDEX REFERENCED HEREIN IN DISCONTINUED. IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE INDIEX AS OF DECEMBER 1 IN THE YEAR PRECEDING THE CALENDAR YEAR MOST RECENTLY ENDED, AND THE DENOMINATOR OF WHICH SHALL BE THE INDEX AS OF DECEMBER 1 IN THE PRECEDING CALENDAR YEAR. FOR EACH CASH CONTRIBUTION THAT IS BEING PAID IN INCREMENTS, THE UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR. 3. CONNECTION TO TOWN CENTER DRIVE. THE OWNER SHALL COMPLETE CONSTRUCTION OF AN EXTENSION OF "ROAD D" AS SHOWN ON THE APPLICATION PLAN AS A VEHICULAR CONNECTION TO THE FUTURE TOWN CENTER DRIVE IN THE AREA SHOWN ON THE APPLICATION PLAN, TO THE STANDARDS CONTAINED IN SECTIONS 14-410H AND 14-422 OF THE COUNTY CODE AND SHOWN ON THE SHEET OF THE APPLICATION PLAN ENTITLED "CONCEPTUAL ROAD SECTIONS" (THE "TOWN CENTER DRIVE CONNECTION"). THE TOWN CENTER DRIVE CONNECTION SHALL BE COMPLETED BY THE LATER TO OCCUR OF: (A) EIGHTEEN (18) MONTHS AFTER ISSUANCE OF A FINAL SITE PLAN APPROVAL FOR THE FIRST PHASE OF THE PROJECT; OR (B) EIGHTEEN (18) MONTHS AFTER THE OWNER OF TAX MAP PARCEL 32-50 DEDICATES TO PUBLIC USE THE PUBLIC RIGHT-OF-WAY DETERMINED TO BE APPROPRIATE BY VDOT AND THE COUNTY ENGINEER FOR THE TOWN CENTER DRIVE CONNECTION, AND ALSO DEDICATES TO THE OWNER ALL DRAINAGE, CONSTRUCTION AND OTHER EASEMENTS NECESSARY FOR THE OWNER TO CONSTRUCT THE TOWN CENTER DRIVE CONNECTION. FOR PURPOSES OF THIS PROFFER 3, CONSTRUCTION OF THE TOWN CENTER DRIVE CONNECTION SHALL BE DEEMED COMPLETE WHEN IT IS READY TO BE RECOMMENDED BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS FOR ACCEPTANCE INTO THE STATE -MAINTAINED SYSTEM, AND THE OWNER HAS OBTAINED FROM THE COUNTY ENGINEER A WRITTEN DETERMINATION THAT THE TOWN CENTER DRIVE CONNECTION IS SAFE AND CONVENIENT FOR TRAFFIC. THE TOWN CENTER DRIVE CONNECTION MAY BE SHIFTED FROM THE AREA SHOWN ON THE APPLICATION PLAN TO A LOCATION MORE SUITABLE TO BOTH THE OWNER AND THE COUNTY WHICH STILL PROVIDES ACCESS FROM WILLOW GLEN TO TOWN CENTER DRIVE, UPON APPROVAL OF THE COUNTY ENGINEER AND THE OWNER. DEVELOPER: SUGARAY TWO, LLC, CHARLOTTESVILLE, VA 22901,434-978-1766, 434-978-0188(F); CONTACT: GEORGERAY PROPERTY OWNER: DICKERSON RIDGE, LLC, CHARLOTTESVILLE, VA 22901„434-978-1766, 434-978-0188(F); CONTACT: GEORGE RAY TAX MAP / PARCEL #: TAX MAP 32, PARCELS 49F, 49G, 491, 49J, 49K PROPERTY ADDRESS: 3655 & 3621 DICKERSON ROAD, J-430 BLUEGRASS LANE PROPERTY SIZE: 23.681(PER REZONING); HOWEVER, ACTUAL SITE IS 24.842 AC. (PER THE SURVEYOR) ZONING: PRD (AS OF 10-10-07 - ZMA #2006-00019) MAGISTERIAL: RIO COMPREHENSIVE PLAN: RESIDENTIAL- URBAN DENI STY (6.01-34 UNITS/ACRE) (AS OF 10-10-07- CPA #2006-00003) PERMITTED DENSITY: MAX. 234 UNITS = 9.88 DU / AC (36 OF 234 UNITS IN PHASE 1) DRINKING WATER NOT APPLICABLE WATERSHED: PROFFERS: SEE "REZONING CONDITIONS" THIS SHEET FOR DETAILS WAIVER / VARIANCE A CRITICAL SLOPE WAIVER WAS APPROVED IBY THE PLANNING COMMISSION ON 8-14-07. REQUESTS: SURVEY SOURCES: BOUNDARY & TOPOGRAHPHIC SURVEY: THOMAS B. LINCOLN LAND SURVEYOR INC., APRIL 1, 2005, REVISED JULY 13, 2007; AERIAL: LOUISA AERIAL SURVEYS, INC., DATE OF PHOTOGRAPHY: 3110/05, DATE OF COMPILATIION: 3/22105 DATUM: NAVD '88 BENCHMARK: ACCORDING TO THE SURVE',YOR THE BENCHMARKS USED WERE BM 1, BM 2, BM 3, AND BM 4 AND WERE ALL NAILS WITH FLASHERS. BM 1: ELEV. 586.76 (N 3936754.00900, E 11497204.60100) BM 2: ELEV. 563.71 (N 3935868.52700, E 11498621.43700) BM 3: ELEV. 525.40 (N 393434I3.26900, E 11497587.28300) BM 4: ELEV. 577.90 (N 3935550.68900, E 11496624.86100) BREAKDOWN: ---- - - -- ... ---------..__.._...---...._......_------------------....-_------o.......---__....-.-....._----_------ ___ LAND -USE--... �------_-_._____--------- --- - SF � AC � /° ° __ B ILD-N U GS. 155 4 7 5 5 3 5 15 /o F 7 I i ___-_. --.-._-_.-__ € _-_--- __ _._---__ _ __ _. ____.-_ _-- ..__._-_______gym_-.- _ -_1..-_--__._ _. ._... _.__._ _ _____.___ I ROADS/SIDEWALKS: 219,375 5.04 i 21% ( I' { _. I 3 PAVED PARKING/ROADS: 165,394I 3.80 16% __._-..._..--__-.._..._____.... « ____ M_____.............._... SIDEWALKS: __ _ _ 53,981 1.24_ 5% ___--...-,...._,._..--__ ___ _ _ __ __.._-___._--_- _.._..._----_......._._«_ PERVIOUS AREA/OPEN SPACE: _--_____.-656,624-215.07 i___m64%_--____--� ._. 7 ' COMMON OPEN P S ACE: 379,887 8.72 37 /o w __..� _.. ..__ ___.. „_, 382.357j _8.78_ _37% After MSPA #1 INDIVIDUAL -LOTS:" - _----.-__-_---.--p__ ___-276,737 6.35_-IN 27% -" _.. -_W __274 267= 6.30 27/ After MSPA #1 _ _ -� -__ _ _..._..__ .____ __---.�_____ ____._ __.-_.._ «� ----_- TOTAL SITE ACREAGE: -� 1,031,544 1 ___ F 100% ___ _ I Notes i TH_E MINIMUM _RE_Q_UIR_EDOPEN_SPACEIS 25% (Per Section 19.6.1) _ _ PERVIO_US_MARE_A/OPEN S_P_A _� CE INCLUDES LAND-W-THIN R.O.W. A_ND _O_N INDIVIDUAL LOTS. COMMON OPEN OPEN EXCL DE «« _«��__« _ UDES LAND WITHIN R.O.W. AND - N INDIVIDUAL--- _TS _-.____._.._ LOTS INCLUDE ONLY THOSE INDIVIDUAL LOTS AND NOTHING MORE. _ -_ _----- . .-. _- ---- - -- ----- ------ SETBACKS: REFER TO SETBACK CHART (ON SHEET 7. MAX. NUMBER OF EMPLOYEES: NOT APPLICABLE PARKING REQUIREMENTS: SEE THE PARKING DATA CHART BELOW RECREATIONAL AREA: 111,217 SF - CLUBHOUSE, TOT LOT, PARK, POND AND TRAILS ARE AS SHOWN IN ACCORDANCE WITH APPLICATION PLAN PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS- SEE PLANS FOR DETAILS. PAR�A�ING DATA: OVERALL -____-_-- �UNI"r �'[r-2.2 W2 # OF UNITS -REQUIRED/UNIT �GUET TOTAL rrREQUIRED«PROVIDED- I..__-...:_--__-.......__...._......�............._.. --_ --,-, i ........._..._-..__....,.._1___.-...-.._�.,..._�M..M --,._.-- _ _._.._.. _..._.... (SINGLE-FAMILY DETACHED (L�TS4o 49 & 143 150) 22 1 44 0 44 I 44 i I I -- 16 _ i 2 I 18 18 _ __« . _-- i _ DUPLEX _ - 127 - 1 8 LOTS 2 ,_._«,___._. ____.___ ... _.I..... .______- __.._ TOWNHOUSE LOTS338 5U73 75 i1i i1 i22 i2 i41 _. _ _. _ _.. ..._ ..�.. __ -_-. ...____._.___.__.__._...._ __.._. " ............... _....___.._ _.._ ___ I,. .____.__ _ _ ..._---_ __.« ._ .. _____ .. 16' w ith NO GARAGE 2 PER_CONGRFG_A_T 9 ( E) 5 I 1 i 08 ,.. ....._. _ . i 0 108 108 _ _4 _ 20' w iih 1-CAR GARAGE (2.25 PER ?_ ON LOT) - - ! 18 - 36 --__-_- 4 40 ^_ _ _ 40 ---__-_ _ _---_ _- 24 w ith 2-CAR GARAGE (2 25 PER, 4 ON LOT) --_�- -I--- 48-- ____.___ __ _ 96 I- _ 12 - - 108 - i------ 192* - - TOTAL= 120 240 I 16 = 256 340 .____ __ ___w____.__.__.__-_.._ _----___.___-_..:___ .,._,_.. ___. _ _._. __.w__._. ___.,.._._..__._.._...__, 9 (CONDOMINIUMS (LOTS 1, 2 74,84 & 112) __M__._.- _.-_ __ ___ ____,_...___.___.. M. { 1 BEDROOM (1.5 PER -CONGREGATE) i 16 _ - 24 -_ _ _ 0 _ __- 24 ! 24 2 BEDROOM (2.0 PER-CONGREGA E) 54 .._-_ ___ __ _ ... __.__M_« - __ .._..__M_ _ __ ___«--.._ _M__.._____.._ 3 BEDROOM (2.0 PER -CONGREGATE) i 12 - --- 108 -..Mww_____M-___ _ 24 - ___ 0 I- ---108 108 _______-; Im ____.mm__..__._m_.-_-___-_. 0 24 24 ' TOTAL:( 82 156 0 156 156 I r !ADDITIONAL ON -STREET PARKING _ j - - -- - --- _ - _ 4** --____ - � ____ -r_. __ _.___._ .��____k-_____-__�-- -s--- -- - ! _ 9� ___..._._...-«._-•--_.....-. ...................._.-....,.........._............_..____..._-...._._...,.,.....d«__.,.,__......-.« ______.....__ I-- ___ 232 ......__-----.....,-....-..._......,.,.,,...:....,....... j - mm456 ...._..........._...«-«E .-....,,_-.d.._-..__.._,,__............�................_,_..-_"--_-«_.-..... 18__._ _- _474m - rm «---µ562- _-___....__..._.....__.__-_.-_.._.M___....__......._..__ _. _ __......___..._._. _..__-.......____........__.._ (Notes: _-___.__._..___.--_.--..-_...... _.....-.....«_.._-_._______ GUEST SPACES ARE NOT^REQUIRED FOR UNrrS WHEN PROVIDED PARKING IS GROUPED TOGETHER (i.e. PARKING LOT CONDITION). ' MAXIMUM NUMBER OF UNITS ALLOWED IS 234. * 24'-WIDE TOWNHOUSE UNITS ALL HAVE4 SPACES ON THE LOT (2 IN G_ARAGE,AND 2 IN DRIVEWAY). T�HIS�EQUATES TO 1.75 EXTRA SPACES PER UNrF OR 1.75 X 48 84 EXTRA SP CE A S THAT CANNOT BE USED BYO _____.. UNfrS FO I ( )- _ - TIER R GUEST PARKING. THEREFORE, FOR PURPOSES OF DETERMINING ADEQUATE '� '-'_._..... ...� _ __.....____..._ _. _...._......._.__ ..........._____. .__.. _ PARKING THESE84 SPACE LD S SHOU BE SUBTRACTED FROM THE TOTAL PROVIDED ON SR WHICH IS 562 SPACES THE RESULT IS THAT 478 NET SPACES ARE BEING PROVIDED TO MEET A REQUIREMENT OF 474 SPACES -RESULTING IN 4** EXTRA SPACES, WHICH ARE ON STREET. PARKING DATA: PHASE 10NLY ..-._ - --UNIT TYPE- - _ _ - # OF UNITS -I, -REQUIRED/UNIT ,GUEST I TOTAL REQUIRED __ - __--_ I PROVIDED I __-_. _____-_____ ` ISINGLE-FAMILY DETACHED (COTS 123- 127& 140-148) _____._____-_-� _ __________._-_________ 14 �28 I _____ 0 28 I _ I 28 iTOWNHOUSE (LOTS 113-122 & 128-139) « -_.__._. __M-.-___ _..____ . "m_-__ ._--.-___ _ _.__-_._ ___._-_ 16' w ith NO GARAGE (2 PER CONGREGATE) .-.-.._ ,._.___:. _.__.______�__._ .-_-__.-_..__-_____.__.t__..m_____._ 6 12 m_ _......_. «__µµ - -___-_w_ .:.:___ 0 I 12 ________ _________...__._-. 14 ( , _ _ _,_ . 1,_,__.:::..,.:_.._._._ . 2.2...__..._-. _ _.:__--.,......_._.._ ___ 20 1-CARGARAG_E(_5 PER, 2 ON LOT) _,-...:_:.._ 4 .:......,...:.w, ........._........� -- _.. _.. - .:._,......,1..::.....,,. ,._«. ,.. 9 __.,__. «. _ _ :__ 9 _ .,. f or_22 _with 120' or 22' with NO GARAGE (2 PER-CONGREGATE)�.�.�_...._.-_.-T...___ 12 _.. f_..___.__«-__.24__ --_.-._...__.:....._O --._I ________ 24 _..-.«.__..:.._ ..____.__ 26__________ TOTAL: 36 44 1 i 45 49 TRIP GENERATION ESTIMATES: ________-__....T._.___--_______._--_-_-_.___.__._._____.. __.__-__._-__---_.._____-_.-.-__-____..-_----_----___.-._____------. ___-________--.-_----.___-..___---_--,____--_ I CODE ,LAND USE AVG WEEKDAY TRIPS 3 ADJ. STREET PEAKS ISATURDAYI SUNDAYI �...-.__.._._. ,.__. _ __.._.-,_...___..___--__-:__....-_-.._..__ _..___....._-_.... .__.___ ........_..____-.__�__-_,:._ t__-_.__ __........I «-,-- ,----_.--- _-- __. __.-. _ _ - (PER UNIT) 1 AM (PER UNIT) �PM (PER UNIT)-� �� - ��_ I I I i - _ ._.. - _ _ __ _ _- 210 SINGLE-FAMILY_D ---H- D 9.57 I 0.75 1.01 10.1 8 78 -22 (MAX.)m 211 ( -17 22 222 ( 193 ) _-___._.._-_ ._..... _ ___-_ .......:............_."-___6,_--_.._....--..___._.__......_._............_......__..,-.._-........__......_.........._..__._,,.-_---........---,.........._...---_---._....___... _.,,._-.._.«_ .I._..-•_ _ ,,........_ f_. i.... . ........___. _..... ._ ._`....~._._. ._..._ _ ........ ...... _ ..._. I i I 230 ;CONDOMINIUM / TO_W_NHOUSE / DUPLEX 5.86 0.44 0.52 5.67 4.84 ' I 212 (MAX.) i- 1 242 93 - ---- 110 1202 1 1,026 1 7 I - .. . ..... W - - o i ; I .__ T __ _ _ _ __ _____-___ _.__ _L_________.._..______--_____ TRIPS GENERATED - - - _ _ 1,453 110 I ----____fir_ 219 ._. 132 1 ...... 1,424 1 1, Ij i .. I -_.---------L____.__-_ I _-_ _ 1/3 Trips anticipated onto/from Dickerson Road and 2/3 trips expected onto/from Town Center Dri\,e. STAN DARDS AND SPECIFICATIONS: 1, VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. 3, VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003. Alan Franklin PE, LLI Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com z w Q z w z o Q J � O z � z � o J z m w ,� W � Q ,,� M OP, G I o 6 r vo ✓. Alan G. F mk11I1 0 Lic. No. 35326 W , O �l . �''s �~ I �� .UNA L_ . SCALE: ISSUED: 05-02-11 REVISIONS: SHEET OF 23 1 11 / - , , � , \ - �, . I , I I , Ir I I \ ? -,,,y \ "", , - \1 \ I'll I / I ____ __� �. 1.\ I " \ / \ � _,U�/, " I It-- j I- � "I 11",�Iy _�__ \' //,4-TMP_32C'3-40 / � 3 I \\ "", � . S, ., \1 , ; 0 ,\, 1 -32 " '�__, ,�, , ; _� I I ,� ,\\�, `�,\- -*, " 'TIVIP _49 ' -- I !,',\ , � _A11_'11'/ ,-, ,,,� ,� -, ;< '��,,�,/ % I , , � , I - 1� �,_, , - . ! - I ,%, f\A \ " ,,- V\ - -_ --- It- �ow o,r,Fo 1,� " 11", /I I ow or Formertyl \ \ I __ o� __-, i ! o 11 , \ X�) \ �_,,��_ N, \ � ____1 i \, ;,� � ,\ \I- , ,�- -\ \\ ,,,�, \ \ \1 j ' V 1�--r.."4'""rC / ) <� \ --,---, — -----=-- \ � � ,-\ \ , "\ - I , I-, 1\ �51 "", - -, f ,�'11 < rmerly / / C.) \ I � ( ) , � \ \ / / , 1% - �\ � N LEGGE ) i , _� - __ - %, \ \ � \ __ __ \,�: r \� "I . i - , ,� \\ \ \ \ \ \ ,9 ( S 11 � - - I \ \ \ -T"\ I / // \ I 11�, 1, '�, ' ..... f � /!, 1 / \\,/ - -- \ 11 _\__ � -�>�"\ 11 \ .... �_ - ��o � \ \ \ \ \ -, \ ,,, " 1-11 'Y _: M /�` "I -- 1 \ G. L,Q\UISE 0 \ / �, " ,,, / / ii /, /D.b _Q1 PG. �(3 -\ . \ _ T1, - / - "I \ I \ \ \ \ \ , \ . k \ '�\ ,1� - N _ I I \ \ \ \ - \ Z - \ \ \ I __ � \ .1, 1�1\ Zoned-;-R4 '___ -_ _� 1_� \ b�,B. 195�\P`G,J,�7 �(�L T4 \ V 1� 11. I > --� '( '\�'.. I \ A 1\ \1 / -,\ / '_� 11 ; " ; 1 / , - _/ � ._1 \ I \ \ \ \11 / 0 25' 50, 100, 200' \ If, _31 " 2a \ \ 11 ) - .-- : Nei � rhood- , - __ I , 1-k. � \ \ `�\, , �\ \ \ � / e \ /�J -1 . --- \ A - \ --/, '\1 --, i 111�1 - --.a . I - - - - \�__ r�,_ \ I - \ -_ ,_/,� �\I, ( I _ -1 � ; It it R__esidep I , - ' , -_ _', \ � � \ � �\� ,� 'i �, I \ "� I �� ) 5: \ \ r`-,._� A\\ 1-1 %, - 1) I f r1% '�,_ , ', �,\ , � B. 1453 PG. �2,1 (PLA , C-) 1__� , I), I'll t�`.,\ "-se: idenfial \\ � � \,,� , -) i . 1-1 D . kr 1-1�0 ) \ I __ , % A ��X ', ,�� I I I i \ ��.j / . \ \ vt�� 4 1 -_ I " " - I __11 1-1 \�\ ) 1\ \ I -,It\ " 1-1; � I - ( -, _� __ '_� \ - )", 'I-, �, �__ �,� ---, '� I " \ I /_/� ,� �,, , - - , ___ I � 4�/ �- `�_,, ,-",) __ - - __ - I-- N" -1 _ - ., . _,�� 7 I- -1 � � D. 6� 1441 PG. '3\19 � I _' � '_1 , - , -1 / _�[ "' ,� \ \ __� , ) � \ ., - \ \ \Y.B. 19' Pd-288, __ �_ _� �,� -<\ 1-1 \� 13 )�_) _q �', / � \ � .1 11 - I � / __� _j �, � 1 &' - � \ \ \ W.B��3 PG. 324 -� - , - __ � '� // ,q 0 \_.! -\ V , /� �/ �, I s - -1 � - �_ __ - ___ __ _/ `_�, ---_- __�Z�____ __\ I--' \1 --------// - ,� ,// SURVEY SOURCES: BOUNDARY & TOPOGRAHPHIC SURVEY: THOMAS B. LINCOLN LAND SURVEYOR INC., APRIL 1, 2005, 0 , __�-`,__. -_ �� �/ � ,;,�,,�� . i � 0 1 �- � I \ 1� _ - ,� - _� __ __ __ X�l c� � ,,,/ I I \ \ \ \\. \ , \ \ \ / ,�\ . /13 � � - . ,',� .,�r "" 5 j I/ F Zone(�. RA \ C) - - __ _____4 `_� I TMP_32C3_-39�--_,Z. I,.,-,- . 11 fA,--- \ " -� ._� \1 \ . / // / REVISED JULY 13, 2007; AERIAL: LOUISA AERIAL SURVEYS, INC., DATE OF PHOTOGRAPHY: ,��, ,_.. / _�__ -_ \-"' , _-, \ \ / 3/10/05, DATE OF COMPILATION: 3/22/05,2/4/08 L_ r') " an: lnclu!��rial Ejervice - ,��,__ __1 \ -�n \ - / ) . . / _1 ( ,I . - �_ -_ -_ _�_ �tbrmqrly _ - - _ _� �. ) 'I) , ____ - �_ - __ - -,-,\ __�_� � , - -_ \ 1� �__ __t � I- -1 1% - - __ I '�, 11 I - _---� t, 1-1 . �_ 1- � - __1 TI-EN N.-HQ -,-_/ � ,__� -- j " --I-- --;, ___ .1 _____ ____ I __ `-I- __ \ \ _� ��\ '_ "r s / --- ---- ---, \ , \, rx 44& '. ',�, / X , _1� I <�, . / / ) con)p. PI , � � -_ -1- --- _______1 �� \�, �, \ I 11-11 \ I '-) DATUM: NAVD'88 ----j-, ___ �� _____ U sy Forest - Coniferous/OP7/ \ \ __ �'s \ \ �- , , \ 'I-, \ 11 \ ,,,� _� - - =.Z� '_ ___1 _____ -� - L"t __\ ' � _ __. -_�_��� \ \ \ I -,, -, i _V1_ - -IX, __�_ - __r -_ ---.. "" Unknown \'� - \ 1-1 -_ - ,P,B. 209 PG. BO \ 'T __:�, \ , \,---\ ), 100, 1.0, X ,� -_,�> / f \ �_ � / er I / .... ... " __1. - --- - I - ____11 - \ 1� , \ / -L'\, MP 3 G3. - ___s / ct__� ., � '�, - _ \ /�, < ", __ 1 *'Y�11 1\ -Fd- x__ ___ 11c, - __ __j , '--il -_ .. ., � - 'r��11' - �, _,�,,4 ,,.p : R I - - -- �- --,- -: �_ - �-- -, X , "I"'-, � __ 11 - - , \ - 'c" _Z�_, __� , \ I& 11\ � x -,c , - - U-) 1\ 1141* , 11, \\, � // \ \\ - ____1 �� 4 AND WERE ALL NAILS WITH FLASHERS. / ___t _', 1_1� � , \ / \ ", , I ) \ - _� / _r \�) - ) " BENCHMARK: ACCORDING TO THE SURVEYOR THE BENCHMARKS USED WERE BM 1, BM 2, BM 3, AND BM ��- I �� - __ ___ _____ --T--- -_ --- \� , op 4 . Nfow or F�tm*l I - I - ____::_�, - , �', -----_- :_�____ \ , - I - ,_,,4,/ i /I , ___ �:)� ___ Fb O'�, ,-, 11%�_ \ ____ I--_ ___,:� , " , - 1% ., "� - , - I ,_�, " / ,/ ______�r___7_3m��� _1 _.- ____ ___ _.- M IN '�,, 1'\ \ \ \ ,\-,, NO"n-z, EDGARQ.dR ,/ \ , - \ x 1-1 < , ^\ // Z , , , ,,�,� �_� ___� BM 1: ELEV. 586.76 (N 3936754.00900, E 11497204.60100) 1-1-' ,---- ,_ \ \ � I 'S�\\\ `�', ,- BM 2: ELEV. 563.71 (N 3935868.52700, E 11498621.43700) / /�j - _x , --..- __ _ 0 " h �o. r h do A(f \,5USAW R.� ___ Z::�___ , y \Z\ ^ I',, I - , � /'�,�) Z V", ,Z Ig ( --\,\ y _"k , " I \ 1"', __ - ____ - - 11 ... �1� -�"' -_ , BM 3: ELEV. 525.40 (N 3934343.26900, E 11497587.28300) I ! I -L,(kVVHQRNFz / _,��__,,,,--� I ,,, " / �_ -I,/ .1 - _% I ", '\ '\, _,:� BM 4: ELEV. 577.90 (N 3935550.68900, E 11496624.86100) 3- _� - I I __ -.--..-.., ...... 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PI, I - \ \ 3 07 PG. 314 / / - k*� -It \\\\ \ __1 1� 1) - Ei : Neighborho I L \ �: \_� 4 17 �, ,,� / �, ,�, ,:. , . \ ____1)___�T 1___� if I d FF,�� JMIT� . ---- / 61 I brm�enly - ',�, __ - ?/ �_, **� ,_1 W .141 (PL ) � - - t__ _ _1 I 11 �, I \ _/ / Co _! - - / \ _�� \ \ \ \ k , , �7 / \ - 1� 01, __-, I �l E/1- \ \\ I. / _��N w 01 Residen5� 4 ----,' _-,_1_11,/1_,�, ,�_, A \ �4 Ir \ / , I 'I ., \ __ - '_� ___ _� I ____ ), Vj \ \\ � \ � '�( ki 1) \ , �.I� 9, --\ / / f, -� , , ,� — 1, Lu - I it — / I / / _�Y---- ) MpN_r*_y---W--Ar4D 1_�, ) \ \\\ '\. 1 \�7 14z \ - -- , ) / �1� ,,a! ) I ,�j I ______ -I - �/,_,� - - -� , se: Unknown 1�__ ___ ___ I - __� � , . \ ..,r�� Is 'I", � / __ �_ - -11 _\_ / � , J� ,q / j �-, '96-N WA S U V G - Z 0 4 ",\, \ / q__ //_ - 1-1 __� __ ��, R � = - - EXISTIN � \ \ 7 ni� 4 \< I / W.- I � / I �/ * , \ � q 1� \',-, " -- - - " - / - �', \� � '-,-, : - �:�� _j t� � I \ \ \ f- _ � __� �, �� " ), \ , / __/ -,�j / / L,N 0 - � � I - _HOtJ9_E m1a I 11 !_ J.'t I J\ \ \ ",I , 39 Ppr. 36? 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Franklin Lic. No. 35326 W &SZO NA L SCALE: 1" = 50' ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- ACSA COMMENTS 2. 08-02-11 -ADJUST STORM V SHEET ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com z w C� z z w 0 zJ> WJ Q � z z ZD � o w w F— J O O W Z _I 00 w Q rOo, Or r, 1, Alan G. Franklin Uc. No. 35326 W psi NA L SCALE: 1" = 20' ISSUED: 05-02-11 REVISIONS: SHEET OF 23 Alan Franklin PE, LLC Civil and Site Plan Engineering Z I W W U) PLAN 1 1/v rIFFP r..f1NTR4('.TI()N/C(-_nPP d X-'ex )=o-'X=X-+-X V---- AX-4 OTH TROWELED EDGE; AL BROOM FINISH; TYP. rr-mrr-NDICULAR TO DIRECTION OF TRAVEL 1/2" EXPANSION JOINT W/ 1/2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF 6" X 6" W1.4 X W1.4 W/ 2" MIN. COVER COMPACTED VDOT #21A STONE BASE �- 95% COMPACTED SUBGRADE SECTION CONCRETE SIDEWALK- BROOM FINISH WITH TOOLED EDGES NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BYTRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/2". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENTFOR CURB/CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE: CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". �.¢., u�'>;a5,si. ,.'ie.:'"rt..e'sk` ¢-x•.,'»`rlt ...`w:`.. PERMISSIBLE A E ' ' CONSTRUCTION # 5 DOWELS, 8" LONG JOINT 4'-O" -- @ 12' GC ?� r z TANGENT PLAN MI : MM �g :1M 10: ALTERATIONS �IMAX-MAX I A 4' SQUARE LANDING B L B AREA OUTSIDE OF 2' TRAVELWAY SHALL �J TRUNCATED DOMES BE PROVIDED WITHIN ?' IHE MARKED �Y A CROSSWALK AR EA. C U) J �a ) 8'-0' 4'-0" , /t O 12.1 MAX. 48:1 MAX. �� i= BACK OF CURB U U n CROSSWALK 20: I I CROSSWALK CROSSWALK TYPICAL PLACEMENT n n DIAGONAL VARIATION AT INTERSECTION .--� SECTION A -A TYPICAL PLACEMENT CROSSWALK 2' MIN. PERMISSIBLE AT INTERSECTION (WITH BUFFER STRIP) CONSTRUCTION WITHIN CROSSWALK DIAGONAL VARIATION JOINT TYPE A (PERPENDICULAR) APPLICATION THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES SECTION B-B WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. 23 " C-C RUNCATED DOME U O 0 O ca 0 0 0 0 0 0 0 0 0 " L7 O O O C) O 0 O 00 0 00 O 2I° :J G O 0 U U O O O 0 U 0 U 0 0 GC G 0 0 0 O O 0 O O O U G U O U O G O O O U G 0 +0 G G G G G G O N O =:� O U O C},:arS {0t000000 0 O O O 0 U 0 G O O 0 0 0 0 0 O O U O U O 0 O O O O U O U G J O O U !0 0 0 0 00 0 o O 0 J --I I'•'%" DIA. --i DIA. TRUNCATED DOME -VARIABLE DETAIL 4' MINIMUM. PAY LIMITS CG-12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 DETECTABLE WARNING SURFACE B TYPE A (PERPENDICULAR) APPLICATION NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/2". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". PERMISSIBLE CONSTRUCTION JOINT # 5 DOWELS, 8" LONG A PERMISSIBLE AT 12" C-C "E1 CONSTRUCTION 5' MIN. JOINT SECTION B-B 2:1 z x1 ws �� 12:1 MAX y ICU- ''ems MIN 2 E t- r,'s..,,, B B s,��""' 12:1 M C �. TRUNCATED DOMES 5'-0" MIN. SHAPE TO MATCH FACE OF ROADWAY CURB n a� �`: BACK OF CURB 48: 1 MAX. M 5' MIN 20 : 48: 1 MAX. u lop A 4' SQUARE LANDING AREA 2' MIN, I SECTION A -A v _ \\ OUTSIDE OF TRAVELWAY CROSSWALK SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK n n WITHIN THE MARKED CROSSWALK CROSSWALK AREA. TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 2%" C-C TRUNCATED DOME U G G' Ci 0 0 0 0 00 0 0 0 0 0 0 U O O U 0 0 0 0 0 O U O 00 U 0 O 0 0? O O U O O G O 2I"CC O O O O O O UD 0000000 q 0 O O O O ca 0 0 0 0 a 0 0 0 0 CV 0 0 0 0 0 0 U 0 G O U O O U is U O O O D U 0 0 rJ O O G U O U G 0 0 0 O G O O G G O G G G G %" DIA. DIA. 0 0 0 G TRUNCATED DOME VARIABLE � DETAIL 4' MINIMUM. PAY LIMITS CG-12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 DETECTABLE WARNING SURFACE C TYPE B (PARALLEL) APPLICATION NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/2". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 711. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC STD. CG-2 MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT 2'-O" 5'-0" A BACK OF CURB 12 : 48: 1 MAX. --15' 6 PERMISSIBLE CONST. 20 : p48: 1 MAX JOINT 6. wn f2MIN� I SECTION A -A A --K-,J TRUNCATED DOMES TANGENT PLAN 1 * MAX. 5' MIN 1 AT *, 2' HIGHER THAN Y = t 1 EDGE OF PAVEMENT J AT ** , SAME AS U) TOP OF CURB O �' U ' LI THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE n n UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS II AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS AND CROSSWALK SLOPES AREAS NOTED. TYPICAL PLACEMENT THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE AT INTERSECTION USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH BUFFER STRIP WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. 2%" GC TRUNCATED DOME I DIA. --I I--%" DIA. TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM. PAY LIMITS CG-12 DETECTABLE WARNING SURFACE (ACCESS FOR MOBILITY IMPAIRMENTS) DETECTABLE WARNING VIRGINIA DEPARTMENT OF TRANSPORTATION DETAIL CG-12 DETECTABLE WARNING SURFACE D TYPE C (PARALLEL & PERPENDICULAR) APPLICATION U O 0 0 O 0 *0 O O D U 0 0 0 0 0/8' GC 1 0 0 0 0 0 0 0 O 0 0 O O 0 0 O 0 0 0 0 0 C U O :0 U' 0 0 O O G N 0 0 0 0 0 0 0 0 0 0 0 O U 0 0 0 G 0 0 0 0 G 0 0 0 0 0 0 0 0 0 O 0 O O O O 0 0 O O O 0 0 0 O 0 0 O O O 0 0 ' 0 0 0 O O O PLAN, SECTION Y-019 7 DETAIL Y-027 7 DETAIL P-028 7 DETAIL P-029 N.T.S. N.T.S. N.T.S. N.'F.S. EXISTING CONDITIONS WOODEN TIMBER ROCK WALL; " BATTER j{zgf�ff � WASH #► ' FULL BENCH OPTION # SLOPES LAID BACK (2:1 MAX) 8'-9' (SEE PLANS TO VERIFY) IMPROVEMENT AREA PATH F SEE DETAIL: 7 OTHERWISE, z NATIVE _ SOIL TO BE w COMPACTED BY FOOT TRAFFIC ONLY 00 6' I I CLEAR APPLY SMALL DIRT BERM - ALONG EDGE OF DOWNHILL SIDE (8" -12" MAX.HEIGHT) V DITCH TO DRAIN TO DOWNSLOPE UNDERDRAIN - NATIVE ROCK TO BE APPLIED IN LIEU OF RIP RAP - AS NEEDED FULL BENCH OPTION #2 NOTES: 1. TRAIL TO RESEMBLE APPALACHIAN CHARACTER. 2. TRAIL STEPS MAY BE ROCK OR LOG RISERS, PLANK OR EVEN CRIB -LADDER STYLE. 5' MIN. TRAIL 4" - COMPACTED CRUSHER RUN COMPACTED SUBGRADE PARK -IT WHEELSTOP MANUFACTURER: GNR TECHNOLOGIES JOHN CUNNINGHAM (800) 641-4143 SUPPLIER: COMMERCIAL POWER SWEEPING KARL STAUTY(757) 238-2575 MODEL: PARK -IT PARKING CURB LENGTH: 6' COLOR: BLACK (WITH YELLOW MARKINGS) MOUNTING: IN -GROUND 1/2-INCH REBAR STAKE (FOR ASPHALT) OR LAG SCREW (FOR CONCRETE) TO BE PROVIED AND INSTALLED PER MANUFACTURER'S GUIDELINES BY CONTRACTOR SEC C 2.5 2.5 GLGVHI IVIN POST & WIRE FENCING 12.5 GUAGE, HIGH -TENSILE, SMOOTH WIRE. WRAP & SECURE WIRE TO EACH POST. PULL WIRE TIGHT BETWEEN POST; TYP. 5' 'T' STEEL GLAV. POST SUBGRADE DOUBLE ROW MAY BE OMITTED- SEE PLANS FOR DETAILS ea oa Da u u uuuu PLAN SECTION 7 DETAIL-056 PLAN, ELEVATION s-052 N.T.S. N.T.S. N.T.S. W MANUFACTURER: JERITH MANUFACTURING CO. SALES REPRESENTATIVE: VIRGINIA RAILING AND GATES LARRY WARE (804) 798-8777 PRODUCT: MODEL #: FE009 (4' GATE WHERE REQUIRED) HEIGHT: 48" HT (OR EQUAL) COLOR: BLACK NOTE: INSTALLATION BY VIRGINIA RAILING AND GATES ON A PER DAY BASIS NATURE TRAIL I SAFETY RAILING -058 DETAIL -0°� 7 D ETAI L N.T.S.N: I'.S. :1'.S. MANUFACTURER: VICTOR STANLEY, INC. CLAIRE COOLIDGE (800) 368-2573 SUPPLIER: MID -ATLANTIC PRODUCTS, INC. REG MURPHY: (800) 544-7529 SERIES: IRONSITES MODEL: S-35 (ROUND 24 GAL WITH TRASH OPENING IN LID COVER- ASH TRAY OPTION (S-35-S1) COLOR: BLACK MOUNTING: SURFACE- CONCRETE PAD TO BE POURED BY OTHERS (2000 PSI MAX.) ANCHOR BOLTS PROVIDED AND INSTALLED BY CONTRACTOR TRASH CAN D ETAI L 5-053 N.T.S. STEEL Cr1010, 20' I ngths Seel mouldings are hot-ralled cafban steel, C1010, Fittings are case in trialleable Iron; making Lhern weldable and l undable. METAL HANDRAIL MANUFACTURER: JULIUSBLUM (800) 526-6293 (OR EQUAL) POST SET EVERY 4' O.C. END TREATMENT:'N' OR'S' DETAIL 5050 N.T.S. MANUFACTURER: VICTOR STANLEY, INC. CLAIRE COOLIDGE (800) 368-2573 SUPPLIER: MID -ATLANTIC PRODUCTS, INC. AEG MURPHY: (800) 544-7529 SERIES: STEELSITES MODEL: RB-28 COLOR: BLACK LENGTH: 6' NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) METAL BENCH -054 DETAIL N.T.S. .T.S. MANUFACTURER: GAMETIME " SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD � � � ��� <� •><�� :,: - -y�- ~� (800) 235-2440, EXT. 151 MODEL: SPRINGHILL SQUARE (11781) # 1 AGE GROUP: 5-12 COLOR: ,�,,_,� , , � � .3e••, t ram.. DARK GREEN POST AND TUFFCLAD LANDINGS WITH BEIGE PLASTIC PIECES r SAFETY SURFACING: u�t�• "�,�, .1 rem �, �-^tti" :.. x �< '�- : SEE DETAIL rH i- �`,� f C ;T.£ze w�•�i,�"�`t• e R�`zsK%E4 <� 4�''rw' ¢``:'`'�{'P �� d '£it` NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER SPRINGHILL SQUARE DETAIL N.T.S. MANUFACTURER: GAMETIME JOHN CUNNINGHAM (800) 235-2440 SUPPLIER: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD (800) 235-2440, EXT. 151 MODEL: 28009 LENGTH: 6' COLOR: BROWN WITH BEIGE POST MOUNTING: IN -GROUND NOTE: CONTRACTOR TO INSTALL PER MANUFACTURER'S RECOMMENDATIONS OR BE AN APPROVED INSTALLER CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) TOT LOT BENCH DETAIL 5-055 N.T.S. MANUFACTURER: GAMETIME SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD (800) 235-2440, EXT. 151 MODEL: PLAY PLAZA (11778) COLOR: DARK GREEN POST AND TUFFCLAD LANDINGS WITH BEIGE PLASTIC PIECES AGE GROUP: 2-5 SAFETY SURFACING: SEE DETAIL H NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER PLAY EQUIPMENT S-062 DETAIL N.T.S. 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com L fH OF I r Alan G. Franklin -d tic. No. 35326 W &s I 0 NA L SCALE: ISSUED: REVISIONS: NONE 05-02-11 SHEET OF 23 MANUFACTURER: GAMETIME MANUFACTURER: GAMETIME Alan Franklin PE, LLC Civil and Site Plan Engineering 0 co N NOTE: BASKETBALL RIM AND POST �r ASSEMBLY MAY BE EITHER STATIONARY ADJUSTABLE WITH NYLON NETTING AND A ACRYLIC BACKBOARD RIM HT = 10' SUPPLIER: (IF STATIONARY) SPORTS UNLIMITED 12' (800) 693-6368 MODEL: CHALLENGER SELECT LANE SPACE MARKS = (WITH 30" SAFETY SETBACK) 2" WIDE BY 8" DEEP; TYP. (OR EQUAL) 15' NOTE: STRIPING SHOULD BE VERIFIED BY CONTRACTOR WITH STANARD COURT LAYOUT BEFORE INSTALLATION 30' 14" SPACINGS 16" SOLID LINES NEUTRAL ZONE MARKS = 12" WIDE BY 8" DEEP; TYP. THIS DETAIL IS ONLY FOR THE PURPOSES OF SATISFYING THE ALBEMARLE COUNTY RECREATIONAL REQUIREMENT. DETAIL, PLAN S-057 N.T.S. POST TO BE AN EXTENSION OF THE MAIN POST IN THE BULKHEAD DESIGN. 1.5"NAUTICAL/MARINE BRAIDED ROPE- MANILIA STYLE. m c0 m 11 �� i l l � TREAD THROUGH 1.75" HOLE IN �?I� ! POST AND SECURE ENDS WITH KNOTS OR WRAP ENDS. G NAUTICAL ROPE RAILING 8) SECTION TOP OF THE 2" SM-9.5A ASPHALT (TYP) 4" #21A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED. EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE. �— COMPACTED SUBGRADE ERWISE NOTED) N.T.S. 64U, a 11514 1 NO: 11,° t\) 1l I I II� DETAIL 18" ROW SPACING (UNLESS OTHERWISE N( ROOTBALL O.C. SPACING SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD (800) 235-2440, EXT. 151 MODEL: HORSE (#279) WITH COIL SPRING (#4885) - OWNER MAY CHANGE RIDER TYPE PRIOR TO ORDERING- CONFIRM PRIOR TO ORDERING COLOR:STANDARD SAFETY SURFACING: SEE DETAIL NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER EQ. EQ. -- BED WIDTH 0 0 PLAN I I I —III —I I I-1.:4 UNDISTURBED SUBGRADE 1= CULTIVATE SOIL WITH ROTOTILLER TO A MI I I : I DEPTH OF 12". BREAK THROUGH ANY EXISTING "HARD PAN" AND REMOVE TO PROVIDE GOOD I ( PERCOLATION AND POSITIVE DRAINAGE. --III` ICI 1" DIA CONCRETE FOOTING WITH 2" VA #57 SECTION CRUSHED STONE (WASHED) COURSE. SLOPE TOP FOR DRAINAGE. C POST AND WIRE FENCING SECTION, PLAN SU TOT LOT SURFACE INSTALLATION S-064 N.T.S. �— 1" X 4" X 5 1/2" P.T. SOUTHERN YELLOW PINE POST CAP (CUT DOWN TO FIT POST TOP) WITHOUT OVERLAP. ATTACH TO POST W/ (4) 6d GALV. TWIST NAILS 2" X 4" X 30" ZINC COATED FENCE. TENSION FENCE BETWEEN POST PRIOR TO ATTACHING A TO POST WITH MIN. 20 (6) 1 1/2" ZINC COATED FENCE STAPLES 4" X 4" X 5' P.T. SOUTHERN YELLOW PINE POST, SET TRUE AND PLUMB, 8'-0" O.C. MULCH LAYER (AS SPECIFIED) TRENCH EDGE (TYPICAL) / r FINISHED GRADE $ % SECTION PLANTING SOIL MIX (AS SPECIFIED) CULTIVATE A 4" MINIMUM LAYER OF PLANTING SOIL MIX INTO BED. 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. TOPS OF ROOTBALLS TO BE SET A MINIMUM OF 2" ABOVE FINISHED GRADE. 1" X 4" X 3 1/2" P.T. SOUTHERN YELLOW PINE POST. MITRE TOP. ATTACH FENCING TO POST WITH (6) 6d GALV. TWIST NAILS S-038 N.T.S. NOTE: CONTRACTOR TO CONTACT L.A AND PLAYGROUND REP 48 HOURS PRIOR TO BEGINNING INSTALLATION CONTRACTOR TO PLACE 12 INCHES OF UNCOMPACTED ENGINEERED FIBER SURFACE UNDER PLAY EQUIPMENT. CONTACT PLAYGROUND REPRESENTATIVE FOR ORDERING AT (540) 798-4031. FILTER FABRIC TO BE INSTALLED AFTER FOOTINGS FOR PLAY EQUIPMENT AND UNDER DRAIN ARE IN PLACE 4 AND 8 INCH PERFORATED PVC SOCK PIPE (SEE PLANS FOR ALIGNMENT AND LOCATION). CONTRACTOR TO ENSURE POSITIVE DRAINAGE. BACKFILL TRENCH AROUND PIPE W/ WASHED VDOT #57 OR #5 7" REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH 6" X 6" W 1%0 WWM. STAMP FINISH MAY BE APPLY AT OWNER'S DISCRETION. 611X6111W1%0WWM 4" COMPACTED VDOT #21A STONE BASE - VDOT (UD-4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL S-066 N.T.S. ASPHALT DRIVEWAY L CONCRETE DRIVEWAY SECTION Y-052 $ SECTION 11-023 N.T.S. N.T.S. BALANCE POD DETAIL SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD (800) 235-2440, EXT. 151 MODEL: 6068 COLOR: STANDARD SAFETY SURFACING: SEE DETAIL H 8 NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER S-065 N.T.S. MULCH LIMITS, TYP. 1' POST AND W11RE FENCE ELEVATION S-039 N.T.S. CONCRETE DUMPSTER PAD SECTION DETAIL'A' !` TYPICAL SCREW PATTERN=_ _ _ _____ SEE DETAIL A i #12x3" SCREWS CAP BOARD ANCHOR BOARDS TIMBER PILING © 0m $ % DETAIL, SECTION, AXIOMETRIC 7" REINFORCED CONCRETE SLAB; 40010 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH 6" X 6" W 10o WWM 611X611W1%oWWM 4" COMPACTED VDOT #21A STONE BASE - VDOT (UD-4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL H-020 N.T.S. CAP, #1 DEADMAN FASTENED W/ SYSTEM S.S. SCREWS TURF LINE z R.S. HORIZONTALS; °- TYP. U) —{ 3: STEEL TIE p TIMBER PILING °' f ROD MUD LINE R.S. VERTICAL BULKHEAD -� IIt� ICI uYl �ll�l3 �°°! 1 ,�;� 111,11,E t�� 3 'C��i FILTER 5' SHELF FABRIC ►`� SECTION TIMBER PILE DEADMEN NOTES: 1. A 5' MIN. SHELF REQUIRED. TIMBER ROUGH 2. EXCAVATION TO BE COMPLETED PRIOR TO SAWN VERTICALS CONTRACTOR MOBILIZING. 3. BACKFILL TO BE READILY AVAILABLE TO THE WORK AREA. 5-072 N.T.S. z a z- s A 01 g�.�x` �-�E € aHffiz N IM 3xi6 3�?3 CLUSTERBOKUNITS-FFIIHTLOALM UM.3,APORCME6 t; 0,31,ERN,TJQ{ONITOFf(OP:s a:C� 4Cletn Type �;fkU" 6tit2 1Fd.�i--VYl`i�aF'7T�]'rl�-'u...,VFfi .ff, ls�lUO 'f"?�x'� a OY{t�s, +oa R�278. +1+'alh'nN+ 'L$ Ft S?'h"+1 �,4' I ,G}iNA Ctr l�3iY ri Ot57L' i � 20�1rzlk '7i:W H x' i3q R . _a_su. st; ka o,. I} Ar +yisnat v �,r7ka y. €o4EJdaw x r �rH wo; i•tz. 9_. 1'�it-1 ta�r�yks�,urtt,ui:�r�»tt :. I1Ar7',%�ifi}.45�Y .iF Ylxf2 trxl�F .. : wau..Iq. F'' .rt ,g„a�ntt[ 7 uh'812 Jkto . 1¢`,E7�-<s Typ:, 111 EEV iy3,1Y2 }4 x '%�.N1 N x: t7e'tkt, O " i?G kn= fi1R�fi5 xA Fa313 .a 1 r��2'-.c+z'k as�JS�t� �d."r';. "}`Gq a .rtU`f,>,1tt+t`Yv7tAl5 ".1'z Wx7Hxt�p ... ' [1A">M4f^rxV%,wrpfatSL L Y>`.r?-Ma[£C+ fsbT'P7�'l'4'Yi1"'3+} '" ::. LGatb, ¢E,t adfu,"+r: f1}t li•x1YNx1} �+ Ett'u A LE+J rcaes y.s ,a•n. " F�+JFt",=�+rnr : .; LSI t7 tux7o'irx t£'R : »++i.�h+4q arit,F�5, ii4e vrs tlrert ikH ttJ.w src«vx kg 1a.58rj 3�1,� _19Grtrs TyprlV EcU �6.lYlalJx;43-d1i Hx iz-.'1'+Q D "Y2'rta'&1,�23.fr7 kiMd�:�.T„izx.t .<,a,.r�(a��& 3�+?4i, [t}ax�xC�"tx9r�'c�'+Fn4o IXlt'<'hta 7d Ktr1F�[lciF y°' a„ ' ..� ;Paml kr $h71X�11,[ ,1T N-1d'S^1c 1fY 0� ,ifs -Maio �Y3R "i'�-��trx kr �t�#7�112 '.�,l f•I tax f€,44 �UT6 .. yiGts K+-cfFJ, ,.. .. :z- LvJi r,-ttAs a��ut kc S.t4s=ms Fwc {ri-,a d- neth �?1 &yf' ¢,q:il� ,�T.•.y! ''An i06lad ra.:rncxt,br�.?FA znw, d-,*.va /eeF Q1l Ecys �F.}e�Cin:. phnna �"--800 M.�I,LBO�s_uwuuujmarltR4��s ern '~ fax )�S�Et'6t����g^�� � �` a� MANUFACTURER: SALSBURY INDUSTRIES (800) 624-5269 MODEL: 3316 MOUNTED ON A PEDESTAL (#3385) (OR EQUAL) COLOR: STANDARD # OF BOX UNITS: AS STATED ON PLANS CLUSTER MAILBOX NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) DETAIL S-059 N.T.S. MANUFACTURER: SALSBURY INDUSTRIES (800) 624-5269 MODEL: 2402 MOUNTED ON A PEDESTAL (#3465) (OR EQUAL) COLOR: STANDARD NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) PARCEL LOCKER DETAIL S-060 N.T.S. �l 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com p,L rH Or r� Alan G. Franklin tic. No. 35326 W 1VAL SCALE: ISSUED: REVISIONS: NONE 05-02-11 SHEET OF 23 (DESIGN SPEED = 25 MPH) L.P. ELEV = 546.42 H.P. ELEV = 548.71 U PVI STA = 10+84 L.P. STA = 12+02.82 H.P. STA = 13+43.01 iz PVI ELEV = 549.08 PVI STA = 11+85 PVI STA = 13+60 J A.D. _ -2.00 PVI ELEV = 545.04 PVI ELEV = 549.66 ------ - ----- _- _ _ ------------ ----- _ _-_ _ ----- - --------------- -----A: D- _-1 G4 I I i ( K = 1 .40 NOTE: V OT STD UD-4 TO BE 200' VC m ( ) E f- DESIGN SPEED = 25 MPH 1 -- I- cn INSTALLED ALONG ENTIRE LENGTH II OF SHAN� ON GLEN CO� RT AND i Cfl 7 co z 1101 VC w I LI.P. ELEV = 536198 LL 560 _ _______ _____ _______ _ __ _ _. ____ _ ______ ___ __ _____-_ _. _ _______ ____ _.. _ _ __ ___ U TIED INT STORM SYSTEM O L�P. _ +8.18 I + _ _ _ _ - - - - - W-a----------...--------------- ----------------- ------ _-- r-------------------------------- ----- -- VI STA = 16+42 27 ----------------- ------ ------ 4p E w l N ti O ccoo rn �f? ❑ i to PVI ELEV = 535.55---- A.D. = 6.99 I CDw `r' j LO EXITING GRADE 01� c I + Q w j w j PR POSED GRAD p j K= 28.60 _ ° N M J a W w 1 ❑ W (DESIGN SPEED = 25 MPH) 550 _ _ _ __ __ _ __ _ _ __ __. _ -- _ __ __ _ _ _- _- -- _ -- _ -- _ w , �- a w _ _ _ __ _ - -- _ _ . _- __- --___ > i I Q o a w ----- ----- --- ------------------- ----- - - -- - 50 p ( p J Z 2.64% � ---- - -------i- _---.a —1 t-Ui -z 5 w- r (---- ,� ¢ I E ° � ! J tip J Coco 1 1 I-- � t+o cn540 U� 540 E �W - 0❑ 530 - - -- - - - - - - - --- -- ------ -- -- ---- --- -- - ---- - - --- - - -- -- -- - -- 130 ; 520 _ ___. -,.__ ---- - - - ------ -- -- -- -- - -- --� - - ; 520 E I dv0 h tt) o ttii M o h co `� r- `� CO O O cD 1,0 co cD cfl cfl cD N r- h �1 h <! t\ d CO N (Z) CO d d Vco d C! Ci d d <t <F cD d LC) rt d C7 N r h h CD 4�� htn h� b� b� b� tM`r h� h� co b� �i� hlm u� Ito u� to to b to 4j b b 4� ' �t M c*�. d ' ( --L -�_-- to In to �tn itn 10+00 11 +00 - --- --- --- -- 12+00 13+00 14+00 15+00 16+00 —� SHANNON GLEN COURT: STA. 10+00 e 16+4k��PUBLIC� SCALE: 1"=20' H; 1"=10' V > \ \ \ \ NOTE : \ �\ , ALL STRUCTURAL FILL SHALL BE - --- - - - - - --- --- - -- - - - - - - -- - -4\ -- --- -- - - - - - - - - -- - -- _ _ _ _ \' COMPACTED TO / STANDARD PROCTOR TEST. \PHASE\\ \ \ \\ \\ 550 Q, _`` FUTURE 550/ \/ \/ K \X, \ \ W'LA 5 �/ \\ \ \ F\XI \ C7 \ \ oc \ \ P OP' ERA, \ \`�"w \ \ \ 540 �- _� _ I\ �r ,\ \ \\ \- max- \ \\ \ ,\ \\ \\XU ` `\ 530 \ \ \ �\'' � =, _ _ \ _ , \� - - -�. \ � -� \ - � \---��,T Nu _ems_ \ , �\♦ 530 0�0 ' /l \ 520 520 \ ��'^, \ ` \ to\ to �Itli \ \ '\ \\ �\ \ \'\ tOo \ Ln \ \\ \\ "CD t� Cfl\ \�� \` \\ \\ /Sh '\ , XX\ S�I-�1� ANON GLEN COURT: STA. 16+ e �(PUBLIC) �-0 �� SCALE: 1"=20' H; V=10' V \ \ \ \ \` \` \ \ \ � \ � \ \\'/ ` \\' \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ /\ , , \ \ ''\ \ \ FUTURE PHASE�- \ E TI G DE , ' \ "\ \ \ ` 7G^, <X1 •\ j{ `�\ _ \ \ �\ — '\ \ '\ my `\ � ,�" '\ \ '\ ,@� \ , , , , yj "K > A xx 'A u ❑ ❑ , , \% \ \X } , , , \ '\ "\ \ .�% O \\\ ,\\ � \\ 1 K/ `\ , , ' � �' � � i-) Cp. �p � S,O \� O � th\\ � h C�i!y``' ` CV '`"\ \� � h �.\ \ �, (O O \ O O C3)\ F70 i �, ,,\ ,.\ � cD\ � r•. En �\ m o �' o cD o a m m to to to to to to u� to \ \\ III x \ \ \ / La f L.P. ELEV = 532.76 \ \ \ \ PVI STA = 10+70 L.P. STA = 13+57 - , I i47 \5 4 550 1550 \ \\ \ \ \\ \ \ \ . \/ \\ 6'OP SED <crS'. 540 540 ii 5 5' , 530 530 \ ,\\ cl CD \`t\` 520 520 �4 h I I \ I \ \ \ 1 \ 0,, �\ \ \ - * - ,\ \`- - - ----,,,- \- \\ \ 10+00 11 +00 12+00 13+00 ♦ .; "Q P CIS �' \Q '\''\ \ \` \ TEM PELHOE COURT (PRIVATE 0?\`✓ \ \ \ SCA.LE:1"=20' H; 1"=10' V i � w w w ELEV = 536 98 � L�.P. P. STA = 16+8 .18 tMo � z > d- PVI STA = 16+42�.27 � + RVI ELEV = 535.;55 w � � �--------- - A.D. - 6.99 ------- � �'• �- ---- FY co -------- � � .Cp,_ - +i +I O K = 28.60 � CZ) � 0 (DE IGN SPEED = 5 MPH) � w � O m j i- LII- (� 2.0 0 /o I F I --- ❑ U Z ' - Q � o EXISTING GRAD NOTE: VDOT STD UD-4 TO BE ❑ z PROPOSED GRA E I > ❑ INSTALLED ALONG ENTIR� LENGTH i OF SHANNQN GLEN COUF�T AND TIED INTO STORM SYSTEM FUTURE PHASE \ , , th `'\ , \ PI ELEV = 538.79 PVI STAI= 12+00 + A.D. _ -1.00 PVI ELEV = 534.89 PVI ELEV=�532.54 A.D. 1.50 A.D. = 3 00 K10' IVC O K = �3.33 K = 20 E00 I �� __ 50' VC 60 V � °oo � � f FrG,R d-(DESIGN SPIGN S+o+o�STINGADE � � � N I � � �- to PROPOS D GRADE + � N �' � rn U I— � to + � t� t� °� > W > W + M O+ � W U > J W � J ('7 co > W I— > w W w J W � 4rn H � (DESIGN SPEED = 2 MPH) n_ w Ow _ Z T W�ZWWNoJ _ 0 1 50 / LD J O — U � Z I� CJ �? lL ai �' =�wf � o�i I W� — > o i O �Irn �o op�rn �o �o �o prn prn po N� two ho �o cflrn �o a"O� O� tVtD �°� �� O 1� C'7 °0 N Cfl O � O O N O O tci I � rr rr rr � rr rr M N � of N. a M jaic"ococ�ui c•�� N� N� Nci Nc*i Nc*i Nm NN NN N,N N w Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com z w J cn � w J z z � w o J � p Z Q z W o � w �L w o w �- z IGH m o6 � ¢ U w J co Q � I �r tllan G. F hAI m kliti _ � Lic. No. 35326 W 1v t� L SCALE: AS SHOWN ISSUED: 05-02-11 REVISIONS: SHEET OF 23 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com z w J cn � w J z z � w o J � p Z Q z W o � w �L w o w �- z IGH m o6 � ¢ U w J co Q � I �r tllan G. F SCALE: AS SHOWN ISSUED: 05-02-11 REVISIONS: SHEET OF 23 Alan Franklin PE, LLC Civil and Site Plan Engineering SI www'S MWAI'm WAR i PA 2' 5' 6.5' TYP. SIDEWALK PLANTING STRIP TYP. TYP. 13' LAN E 2% 2% 2% IPA" 57' R.O.W. 30' TRAVELWAY 1 2°/ 13' LANE T CONCRETE J I SIDEWALK, A VDOT STD. PAVING VDOT STD. UD-4, _TYP. TYP. CG-6, TYP. SECTION, (4" UNDERDRAIN) 7 F TYP. K 7 7 p SHANNON GLEN COURT (ROAD 'D') 10TYPICAL ROAD SECTION N.T.S. I 1 w► 1106 G I S w_� !11M11,1 . 9 . ITM N: FUTURE PHASE FAIN _____ ♦ ♦ ♦ ♦ ♦ s: ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ �. ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ . AN E ME I wal '7" 11 , " F�#- " MCI 1 IN,, ME 04 IN , LVEN, 1=0 ♦♦INEENAMES 016; I a ILL, u d ,I ► ,T ,� I VIAI I'm IBM E Fs 1110 R; •.. Prim N U , RIMON NW® FUTURE PHASE T T 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com z w U) Q z z 00� uj o ;7 Ljj > 06 — z z � U) z o U o U) 0 LLJ � O W Z m Q � Q Q LLJ 0 Q Val OF I r U� ry Alan G. Franklin 171 Lc. No. 35326 W .O U ass I 0 NA L SCALE: AS SHOWN ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- ACSA COMMENTS 2. 08-02-11 -ADJUST STORM 'P' SHEET OF 23 Alan Franklin PE, LLC Civil and Site Plan Engineering L LOT 30' R.O.W. I Ile 24' TRAVELWAY nl � nl 101 CG-6, TYP. ll SECTION, N 11 TYP. 11 TEMPELHOF COURT (ROAD 'G') TYPICAL ROAD SECTION EXISTING PAVEMENT PROPOSES PAVEMENT WIDENING PROPOSED ASPHALT CONCRETE SURFACE COIIRSF MIN. 12" MINIMUM 165 Ib/yd2 SAW CUT 3 INCHES AND REMOVE EXISTING ASPHALT TO FORM A BENCH JOINT ASPHALT TACK COAT REQUIRED EXISTING PAVEMENT EXISTING PROPOSED PAVEMENT PAVEMENT LAYERS EXISTING PROPOSED AGGREGATE AGGREGATE LAYER SUBGRADE PAVEMENT CONSTRUCTION JOINT DETAIL (EXISTING PAVEMENT OVER 6" IN DEPTH) (DRAWING NOT TO SCALE) Vll END OVERLAY MIN. 100' TAPERED END MUST BE APPROVED BY ENGINEER SEE CONSTRUCTION JOINT DETAIL PAVEMENT WIDENING SEE CONSTRUCTION JOINT DETAIL PAPERED END MUST 3E APPROVED BY :NGINEER 00, -GIN OVERLAY PLAN VIEW (DRAWING NOT TO SCALE) PAVEMENT WIDENING (VDOT WP-2) D ETAI L NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. _ 4. FOR USE WITH STABILIZED OPEN -GRADED ri DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & C� SUBURBAN AREAS. IFTHE SEDESIGN SPEEDS ARE IIIIJf11.Lf1IYIAI ULVJIYVI.LIL EXCEEDED STANDARD CG-7 IS REQUIRED. AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. 6" REVERSED CURB & GUTTER (VDOT CG-6) P, LOT QI EXISTING PAVEMENT PROPOSED PAVEMENT WIDENING PROPOSED ASPHALT MIN. 12" CONCRETE SURFACE COURSE MINIMUM 165 Ib/yd2 SAW CUT A MINIMUM 0. OF 2 INCHES AND REMOVE MATERIAL TO TOP OF AGGREGATE. EXISTING PAVEMENT ASPHALT TACK COAT REQUIRED PROPOSED PAVEMENT LAYERS EXISTING I PROPOSED AGGREGATE AGGREGATE LAYER SUBGRADE PAVEMENT CONSTRUCTION JOINT DETAIL (EXISTING PAVEMENT LESS THAN 6" IN DEPTH) (DRAWING NOT TO SCALE) a Gf NOTES: 1. WHEN THE PAVEMENT DESIGN IS GREATER IN DEPTH THAN THE DEPTH OF THE EXISTING PAVEMENT, SUBSURFACE DRAINAGE MAY BE REQUIRED BY THE ENGINEER. 2. OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETAILS. 3. A PERPENDICULAR CONSTRUCTION JOINT SHALL BE PROVIDED AT ALL LOCATIONS WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT. 4. THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED TO THE SUBGRADE: AND COMPACTED PER VDOT SPECIFICATIONS. 5. SURFACE OF WIDENING AREA SHALL BE FLUSH WITH THE SURFACE OF EXISTING PAVEMENT PRIOR TO OVERLAY. 6. MILLING OF NEW AND EXISTING PAVEMENT MAY BE REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT CROSS -SLOPE AND PAVEMENT DRAINAGE. 7. OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AND EXISTING PAVEMENT WITH A MINIMUM OF 165 LBS/SQ YD OF ASPHALT CONCRETE TO A POINT AT LEAST 100 FEET BEFORE AND AFTER THE LIMITS OF WIDENING. 8. ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRIPE THE WORK ZONE AS REQUIRED TO ACHIEVE A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER. 9 FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FEET STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315..07(a) OF THE SPECIFICATIONS. THE VARIATION FROM THE TESTING EDGE OF THE STRAIGHTEDGE BETWEEN ANY TWO CONTACT POINTS WITH THE PAVEMENT SURFACE SHALL NOT EXCEED %". 10. PAVEMENT WIDENING PERFORMED UNDER A VDOT LAND USE PERMIT SHALL HAVE A PAVEMENT DESIGN PROVIDED BY THE PERMITTEE AND APPROVED BY THE MATERIALS ENGINEER.. LOT 30' R.O.W. LOT SIULWALK, A C (a-f�, I YF'. C TYP. �1 1 12 11 g TEMPELHOF COURT (ROAD 'G') N.T.S. 11 TYPICAL ROAD SECTION UNPAVED SPACE R ��NON-TIAVE SLO SABLE E 5-0' UNPAVED SPACE JLV I IVIY, IV TYP. 11 SECTION E-E NOTES: 15" 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. SEE NOTE 4 TYP. H 12 4" 2" R .y� 6.1 SURFACE 'BASES Q ,1J I_� tJ 0 Ir l � Lx/X /" SUBBASE `X N.T.S. Y-003 EDGE OF PAVEMENT 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, PEDESTRIAN ACCESS ROUTE DETAIL t;• 4000 PSI IF PRECAST. 4" p D, , p 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) UNPAVED SPACE PLANTING STRIP SIDEWALK SPACE 2'-3' �• ' �• �• SHALL BE PAID FOR AS RADIAL COMBINATION zu> CURB & GUTTER. �! 5' MIN. WITHIN VDOT' R.O.W. og0000000. 0 6" ;2"R- 4. FOR USE WITH STABILIZED OPEN -GRADED E PAROLIC DRAINAGE LAYER, THE BOTTOM OF THE CURB 1' 1" > . - CURVE SECTION D-D 7" AND GUTTER SHALL BE CONSTRUCTED PARALLEL " FACE OF CURB 6" 21 /� \ n . [� TO THE SLOPE OF SUBBASE COURSES 1, L✓,,; '' NORMAL GUTTER ^ AND TO THE DEPTH OF PAVEMENT. 12% MAX. SLOPE -- ---- ----- 5.THIS CURB MAY BE USED WHEN DESIGN SPEED / TTHIS IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 7" CLASS A3 H.E.S. CONC.45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN 6'AGGR. BASE TYPE I AREAS. IF THESE DESIGN SPEEDS ARE SIZE 21B EXCEEDED STANDARD CG-7 IS REQUIRED. REA MAY BE CONCRETE VARIES 5' 0" POINT OF GRADE CHANGE AT THE OPTION OF THE CONTRACTOR el FOR CURB AND GUTTER ONLY THE BOTTOM OF THE CURB AND GUTTER * A2% MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS FOR SIDEWALK, CURB AND GUTTER is F */. MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND MAY BE CONSTRUCTED PARALLEL TO THE BUILT CONCURRENTLY 8% MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SLOPE OF SUBBASE COURSES PROVIDED A SECTION C-C MINIMUM DEPTH OF 7" IS MAINTAINED. STANDARD ENTRANCE GUTTER (VDOT CG-9D) 6" CURB & GUTTER VDOT STD. CG-6 ('__D� FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK F ( ) Y_041 11 D ETAI L P-038 11 SECTION N.T.S. N.T.S. 1.5" VDOT SM-9.5A ASPHALT WEARING COURSE 3" VDOT IM-19 ASPHALT INTERMEDIATE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR WILLOW GLEN DRIVE (PUBLIC) SECTION Y-048 11 SECTION q11)SECTIONN. r.S. N. r.S.N.T.S. 1.5" VDOT SM-9.5A ASPHALT WEARING COURSE 3" VDOT IM-19 ASPHALT INTERMEDIATE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE 1.5" VDOT SM-9.5A ASPHALT WEARING COURSE 3" VDOT IM-19 ASPHALT INTERMEDIATE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR SHANNON GLEN COURT K (PUBLIC) 11 SECTION N.T.S. 1.5" VDOT SM-9.5A ASPHALT WEARING COURSE 2" VDOT IM-19 ASPHALT INTERMEDIATE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR TRUDEAU COURT (PRIVATE) SECTION ASPHALT PAVING DETAIL FOR PRESTWICK GLEN DRIVE (PUBLIC) 1.5" VDOT SM-9.5A ASPHALT WEARING COURSE 2" VDOT IM-19 ASPHALT INTERMEDIATE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR HARTSFIELD COURT ("M PRIVATE) N.T.S. k,,11) SECTION P-004 N:1'.S. 1.5" VDOT SM-9.5A ASPHALT WEARING COURSE 3" VDOT IM-19 ASPHALT INTERMEDIATE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR HEATHROW GLEN CIRCLE (PUBLIC) SECTION N.T.S. 1.5" VDOT SM-9.5A ASPHALT WEARING COURSE 2" VDOT IM-19 ASPHALT INTERMEDIATE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR TEMPELHOF COURT (PRIVATE) N.T.S. SECTION 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com z w J J z J w z H � Q (3 W o06 J Q z w J > z � z Lu � � w 2 � o w z � m 0 � Q Q w � v! Q Val 0 Alan G. Franklin Lic. No. 35326 j I�IPTIONAL - SCALE: AS SHOWN ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- ACSA COMMENTS 2. 08-02-11 -ADJUST STORM 'P' SHEET OF 23 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com frii of I r r Alan C. Fr-mktin Lic. No. 35326 W NAL SCALE: 1" = 50' ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- ACSA COMMENTS 2. 08-02-11 -ADJUST STORM V SHEET OF 23 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com I" L rx Or . 00 r . r Alan G. Franklin Lic. No. 35326 W NA L SCALE: 1" = 50' ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- ACSA COMMENTS 2. 08-02-11- ADJUST STORM V SHEET OF 23 1 U.,, A \ _... . ^� �d �l� O ��T _ f 3 Propel t. VVillcly glen L--L-L 1".\ \ I //1 •. r \ \ \ �" \ � , --,_..-._. --_ -.,, V �� -.fr. err - �' `� ,� - \ , ' _ -nr , LL i` � r SCR _J/ %; I J - l \\ Date: 12/1)/2UU% 11 \L\ `\ `, ' ` --__ :_ -' ,rr _ '. �' , ;'-; \\ J / I - L \ \ \ \ Designer:GF \\ \\ \ \L - 1 I , " ' 1 \ , \ J / F' - i r"�" _ 4 tt-t1: `:'r t `' `�� - --_ _.,.,.,.� (�� �/` ' ``- -- \ \ \ r :i cam. '"� ,� \ \ ,P -11 � j \ `�`•., r'� i � \ \ '' \ r' f,..,. S��f"� I Y � � `- __..._-- -- .. - _ , : •'� ,, f � ` `�' '',.'"" $ ,'' -._ " `'^•,`'' ` \ 1 i. \ _ 1 r f n rr r -- Watershed ID. 48 x96 ARCH CULVERT STORM J - - - . r �� \ - \ \ _...._ I i ' _ = _ --------_. I , 1 -- / / \ f __ i �'`- Yj'� � ilia �- � :si / �-�^ � / r -,r�r "^.. ,, �� ,\ , t Drainage Area. 21 82 Acres 1 \ I ��` . ! \ I r4 �' / I \ 4-" %r='-_�' --'- - -. ; i ; ii� 'il I -- / - - -- -_._._./`--•_./ fr-._---_- \ I I I ' c-factor: 0. �8 see worksheet I I t / I I 1 '%,, � - = _ - _- ,1 .j ^`0 /'� r- I I J l( ) TT \ \EERW0 I0D c\ ' �. , 1 f r , � --�--11 �: �'0 4 - --- -___._ \ I , tc: 16.14 mins. (see worksheet) \ ' r `" } •I, \ 't + ! r/` �, �` fly � V V I V I- P01 V ; ; , i;'`, 4=,` -/ "`- - i I r / Q(2): 41.70 cfs , -"1-- � � `'v, \ ' ' 1 �` 1 ' I "; I j - � -- ti ,"\ ` . _ I ; i J/ Q(10): 5 .19 cfs , \- \ i' ' !' r/, `� '-�� ! �� \ ( Y OT�i.�R:s_ -� ..� t''l.` / `\ r,' r.. �I \\ j f / S r „ --- - � /I - I 1 Q � / I i \ \ I r I --.'.- / , # /r/ � "�`' ; ,, ',,.-•'i ' -- .--,_,-- //i/ r r I : (, `,, f \ \ l % (100): 72.87 cfs l \ ) 1, , \ i 1 / ♦ / �;` �, �. ` \ } t t /, J Time of Concentration Worksheet Weighted c-factor Worksheet `"- ' ' '' 1 1 I f rr ' `! ' ♦♦ f { = ;�" I / j _ - I -- -- -- --'' - -- --- / ) \ , / / / r r � I _-- % / _--_._... Jf , / / I 1 '' r / ` - - ""', •''' { }. t -t __. s ,` 1 / \ r , 1t 1 `/ i r/ �`� Overland Flow Time Cover Type Area c ---- -_-.- / / / ; `\ err -1 # r'." 4I ` r \ � / I I I " ��{ I / ; / --•✓ I I - L __-r I t r /,. ✓,,,-- ♦ I/ \` ; \ 1 --I r-- -- -- _ i i j �'; 1`c i % / Source: Seelye Chart as modified in VDOT Drainage Manual (Fig. Willow Glen 0.69 0.66 ---- / , i /' , `\ rr ' i 1 \ ( r 1.5.1.1 on Page 1 13E) Impervious 4.61 0.90 - _-- // J/ ,' -___ i , ' ��(\ \ _ I ! 1 ' I \1 1� ,t i \ t,; £ I 1 i r " _ / \'` rrr/ /i r / I' t ,.. `, Jj t_'" ! i \1 :.V 1 Notes: Developed open area 14.97 0.50 r--_ _ r I I + < / V ^� , -.. 1 % I I 5;5 ) ' 1) Length of overland flow always <= 200 It Undeveloped woods 1.55 0.30 1 ~- ° - I / \ _ ,. DRAINAGE `` I ` .ti / \ -r' t 1 / 's _ 1 .:. C,?. - \/'Yv-% I- / " \\ f '`"1"". J �F / i 2) Calculate a separate Tc for each ground cover condition along the flow path _ _.- �' /' // / l y ; f/ r - - - - - - - - - 1 / 1 ) AREA L I M f ' 1 �; I` ,_/ \ •,�- d ! lI i - . : 1 / ! _ , \ ! // ! i 1 I 14\ ` --'-- -" c-factor = 0.58 .,•-' / / 1 .. � . y �' ., t , �, / 1 I r / /' r' \ 1 11 d / - i , : 4'`x"�- ``i k t, / / / •\I I 1 I I \*• ,` 1 200.00 Enter Length of Strip (ft) Sample'C' values: I / r'`- �� / , J // \ I �i- \ ._- / '.--'t 'f ...__``- L \ ' I `"\ / r 2.50 Enter Slope (% or ft/100ft) 0.22 Dense grass /- "t - ~' r --Ill ' ' // ---- /1 j i / �( i rJ t i r ♦ ♦ t ; `� / // t Iv" � � i I \ � 6 I (r 0.50 Enter Rational Method "C" value 0.28 Average grass ! �� �r / ' /'- ------- -- i ' , / 1 Y1: \ ` / I I I I 4 \ i r �.,. �' / , / / / , \ 1 ' / - `• / / r '" fit `\ r I I 1 i•'" \ v? c`a 0.36 Poorgrass _ 1' / _ -._ -._ - \ , ♦� / I i_._ \ ' 8.40 Result Tc (minutes) 0.48 Bare soil - --- -1 - _ / / / / - - �\ ``� ;;11 ! , P -.�-' j ; \ 4 `\• -, f i I \ I I \\ \, %\ I I 0.90 Pavement t/ - ---�, m - ._ ..-..._ -- ", - C /� Y , �- / \ ` �t1 �? vim , ; . ` / \ I I \ I I \ \ i j Shallow Concentrated � _ --` ` /� � ,7 ` /- \ I is r `� ------ ` r'} \ / I N- 4` I \ % ted Flow Time ``~�•--- `\ - - / 'f;. -. \ P / ♦ I-. � k \,� \` J I i `,\,I -' \ ` tt i iI Source. SCS Velocity Graph as published in Virginia Erosion and \ `4 FAY / `' t/ f ♦ J' V \, ` _� -/ / i I I ` '\ {� 1! Sediment Control Handbook, Third Edition (Plate 5 2 on Page V-12) _, '`. -� •�, ::� '. -° •`.•�.__-------•-__- � \ \ G \ \ / 1 i z\t \ / I I `\ I I \ ) I , Notes: "� : f\ / \ r t } ♦♦ `\ / 5�11i ,1__� \ // I I `'N �----- I I � I I 1 \ _�\ t / J 4, ` ` ;r t 1 f "\ \\ \ I ! I 4 I ! 1) Not intended for wall -defined channels - see channel flow calculation \\ ` r I I \ f / `` ' \ 1 V ♦ / / a � i \ / \ I 1 2) Calculate a separate Tc for each ground cover condition along the ilowpath I j \ « / / 1 i ♦ \ \-.----._ - .1 k \ /' ! I \, \ 1\ , 432.00 Enter Length of Flow (ft) ) f \ - h l \ ----I �� 5.00 Enter Slope (/o or ft/100ft) /' ~�` \ 1 % ♦ \ \ - _ r -i l 1 / // l _--" '\ ♦ � I / `1 � // ♦ �. r / r I.4 t;i\ \ ' ! _-.-- L- I N, - \ 3 2.00 Result Tc (minutes) IF UNPAVED -' 1 \ / /,� r�� ` ♦ "l ! 4._ I '\� ' ! r ` 1.55 Result Tc minutes IF PAVED - / f / r / 4 \ \` I 1 q."'.� \ \ rr r - -4 _ I --�, -� I \ \ ` (minutes) , f / 1 �\ \ �,,� ♦- / , i , ♦ I I / \\ \ / / `r"._,I L ---- *\�r - i I \ `\ I �s' / // I \ I '�/ ' ♦ E t J / e; r it\ O\ jn\ \ \ \ \ f 1' i\\ \ , f/ t ; '4j \ \ L' i� !11 1? ----- l�'� I 11 \ \\ \\ 1 \ -, I / C / - / S7 ♦ l / I -,ff \ Channel Flow Time �- \ \, / .h / t / �- �il - ' I i 1 , ` ,.\ -r-, , , \` try` r -1 7---J L `,`----__- i \ `, 1 Source: Kirpich Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.2 on Page 1-14) J r / ♦ , \ t l i Iw ;, I \,` 1 1 / r- \ i� I�i \ -t 1 Notes: \ J f t \\ \" - -♦""" �7 \ \ i I ,� - -� ' ` i L_ I 1 L - _ - - L , - - I i 1 , ` I 1) For small drainage basins. f / r - / \ \ j `r 4 / , ! , i I / \ 1 � 1 , / / � 1 , ! \: t, I`�. __ _ ...., 2) For concrete channels, use 0.2 *Tc / / / - "' ♦ ♦ \ ; I �r' I \ t \ ' \\ I\ I ` L f f rF - y'- L _ ` - - - - rt I t 1 + 1 1 - -ter -- ! 1 489.00 Enter Length of Flow (ft) %_ - i r r I \ � / tc PATH 1 I j l.;j ------ r- / ~\ \ \ �'I __ _�le 1'Pd 12.00 Enter Height of most remote point along flow path above outlet } ` -'� r� ♦♦ f I � ! [' \ \ \ /``--.._----_ --' Imo" �� V i ------- � /� ----j ( ne _ 4.03 Result Tc (minutes) rr ♦/. /mil V ' \ , \ ``� \ \ I 1 v ��� _ T-- `-� L{ /' /' ♦ / I / / / % I I \ ! ' \ \ ` ,t � 5 .t; � / � 1 ._- _- . V- - - - I �''� r i- -1 ' �\ a / r - i I I I'llI I O \ ` 1 7 f�?,J'- -J - 1 I - \ L� 1\ ,1 I 1 t ! �� Pipe Flow Time , / ,/ j ( \ s 1 ; -- - _- / r___-- r-L` J ` ---1 1 1 i i \ ...-. __ Assumes 10 ft/s velocity in pipe �'; ^ / i---•-_kii�E'� - - -J ~ L`-J 1 ' I r I I I i i 1 \ 1030.00 Enter Length of Flow in Pipe (ft) 5 t r / / - ` \ \ ■ ✓ ' ' / I I I I 1 1 S T. l /A! I i'\ ) I f - `7 J(� 1 t I I / \ t I I + I I <\\�/,/ \ / } f I f ,\ \ I ■ (1 t ---", I i ` �L� l�j L• _� I I ,/ - r� iZi j J 1 1.72 Result Tc (minutes) t y / ��,� -4 � rI r - I I , I r� / �I I�\I E/ r I I } Q \ I _--- `j \'` I I I I I t 1' _ �.� , tt ' \) ` L L \ I L_ I I/ r----- '\ 11 �" i i Z 11 I 1 Rainfall Intensity Albemarle County, Virginia) �s / , \ \ \ ■ ! ! 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' r s Ill 1 _ I I • #t1LL,OWGLEN - STC}RN[',i I p / \\\ \ \ \ \� I it F, L-------- rn J t i --------- It r 1 1 % / I i ( I 1 a- \�'\ �\--`-. i 1t' \\ \\7 \\� CA 1 1 1 a- _;,_-=L__ - ---- a r I I .� Invert Elev Ian (ft) = 537-00 Calculations 1 ' C. __----J - \ � � \ \ \ \ \ . 6,P / ------------------- -- 11 d 1 't Pipe -Length (ft) 239.38 Qmin (cfs) _ 42 00 ' I s --. __ \ �\ `C \ _ , , I �6 oI� _-------- 0 \� _ � , 1; Slope (%) = 2.9.2 c�rnex (� %) - 7�t.tiU / � �� -/• --'1 \ " ~\ } \ \\ \ / / /' -- J �' �� � `\ % r� I + I Invert Elev Up (ft) - 544.�0 Tailwater Elev (ft) _ (dci D)E2 -'/ I �__r -- �� _ - \ ` \ t \ / / �> o \\ / I / - - , I 1 I Rise(In} = 48.0 �� __________-_ o �\ ` �\ �`\ �/ /! i - __ �. _ 1 .,o ; ,/ 'i 11 i t Sha @ =Arch Hi ltll h#ed _---- ------------------------- - �_`---- a \ \ \ \ \ ` __-1 / ; f l o �r _ y `� `I // f \ pdCl (Irt) = 96.0 Q £}tc't) (GlS) = 42:00 _ _ - ..--------- - _ _ - -- - - - - - - _ - _ _ - \ \\ I � \ \ J;i r/ ' �a a� '\ r'/ ,' No, Barrels = 1 �Gipipe`(CfS) 42.00 _ _-' -_ - --------------- --- - _ -- __-- --_- - - `_` - ```` I /,.-' \�\ ,-j � \\ '\�\ /r rrr//// -_ v- "J n-Value _ .0.012 G2overtOp (CAS) _ 1.p0. -N -- _ - - ------ -- --- x_- - --�E- --- -- - _---'----.-� ,` •�`\ �•/ \\ l 11 I 1 r a� o \\ Inlet Edge Sq Edge VelaG Dn (ft/s) = 2.27 __ �. � --x- -_�_" ---_-� _ ___ __.__--- - - ------:•ti�I�� \\ r ' �f \ \ l 11 1'\ \\ i '' /�/ ' i 0. o a -�a Coeff. K,M,C,Y,k = 0,0083, 2, 0.0379, 0.69, 0,5 Veloc tip (ftls) = 5.4-1 --- - _ - -__ .--- -- ,` �`, ,1-1 N\ r/r .,I \\\ I 11 \r-'r. \�' ,//,/// fa rrr, HrL Drt.(ft) 53'9.49----•---_-_------- ', 'i \ , \\ -^ - \.,, '\ { ``\ / ' / -/- - - -- _ s, ,-_- Erii171allkmerlt HGL Ujr{fk) - 544,97 - - \`, \ \� \ �y 1`I \ '\ �'��r/ ,'/ / _ Top Elevation (ft) = 557:00 Hw Elev (ft) _ 545.46 \\ \ \ _ _ __ __ ' \ / -- - - �- _ _ ___ ° ---- - Tap Width (ft) = 220,00 Hw/D (f1) = 0.36 \ ,n. \\�� �" �/ }1 11 / , `011) - / f 15--------- - - Crest ld () - 50, Flo g e = I C trol a � %a _ __ _ __- -------------------- i------ a -_-- -_.- ,. Cre W' th ft 00 w Re im - nlet do -- -- ` \ r/ - _ - - � - - - - - - - - - - - - - El, v f t I-1Vr C?e ttl (ft) _ _ •---�.. _. r \\I `\ \, \ \ - _ _ It\ 11 I .. \ a /� - , _? AI`\PORT c Prafiile '"t ' ' ! , ,\ \ `_. \ '� I C\ �'�,. \ - --- - � iI 50-I M -- o. r. f \ \% ( ✓ " �a __ -- \ __ -- \\\' ram- ' I 11 pr ---na __'-- --_- _ --- �P. r, r __.• . r / 549.00 --'------5---- f . -,r ay --- rr c+ a-�- � 546.00 �.',� a //� /- - ,- 541.00 DRAINAGE ' AREA -LI'M ITS W - - ts. " a 537.00 0. "a �, > 1 -/- CA. a � �- - 533.00 `i- 0 1 � -- ------- I'.-.- - - 111-1- Ill 1,1111111 0 50 100 150 200 250 . Reach (ft) 300 350 400 13.00 / IrJ \` ,-.. � --, \ I -.- \ \ I \ \ \� \ \ \ \ 9.00 � a� \\ `\ .\ \`\ � '�\, V / a \ \ \', \ 1 1 '\ `� rr// �a / , \ �- \ 1 \ \ �. , N, \ \ ' \ \ 00 rrr oa % ,\ \\ \,\ \\ 1 \\ \ \\ `\ ---------________.____ �---�----'\\ \ \\ `\,jt I\ Il ; A- /• } \ 1.00 -- `\ \\ ! I \ \�`I I / c-. r % oai 'I `\ I F I \ 11 � \\ i i a , � ) i I ,( a -3.ff0 `9 t r J/ I I \ \ 11 11�\ i _ '- .- .- -- I 1, If'. 1 ` M I 1\ \ \ I \` r� ' t y\ I \� I �a 1•, \ � t ` t 1 1 1 , \ I \\ , \ ` 1 1 \ \ \\\ f\, `1\\ \ -7.00 i \ \ 0k'-) I \ � \ \ -11.00 450. ti pa spa x. cf, IN\ /- /- � 0 50' 100, 200' 400' Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com Z O z Q W J � J (D U z 3: a � LLI 0 Z < 0 0--- 2 z > 2 J �� � z � z Q � � w w w_0 `� Q Q z 0 W �-- (f) w J U I - 3: to � VVU op ' j QQ I Alan G. Franklin � Lc. No. 35326 W ,O W, 'Ps j 6 IvA L . SCALE: 1" = 100' ISSUED: 05-02-11 REVISIONS: SHEET 0 OF 23 Table 7: Grade Inlet Design Table Table 8: Pipe Design Table PIPE DESIGN TABLE Jan Franklin PE, LLC Civil and Site Plan Engineering Table 6: Sump Inlet Design Table INLETS IN SUMP., DESIGN fCUR-R SPP,,-r1,AT) AND INI.F.T SP-RFAD ANT-) TYP-P 71M Intensity 14.00 -- (Intensity is 4 inJhr for spread, and 6.5 in1hr for capacity and depth) - -- - -- . - - - - - - --/ Niannings Coefficient, n is 0.013 Inlet Hydrology I Curb and Gutter I Inlet Z �0 w -j C w 0- a) C1 -�:, E �- 0 0 > ��- �� = -a C: a) - - t6 2 = - -j w a) w Q) 0) w E- - , . (� T w 0 - 0 �� zt� 6 0 -a = .2 E2 � < - U) t - 1: 0 .S 3: -9 d � F 0 - - a) > ? , >1 �� 0 -d 0 3� -9 - -,U -2 -:, 0 -iB .0 �d Z) :t-_ CD � = .2 - .I-- - �-� .2 - 15 (D 0) 0- 0 U� -70 q) CL -9 (n U) Y) 0 - 0 a) = _DS - ;�' x (n .t- �Z- I lt� --�i -0 .� Z5 V =) 0) - 3: Q) ca. -9 T W W 2 � 2 5 � C) j� I � i� co 14:- x (n - Z; U) �R -0 �i 0 _Z5 -0 co 2 CL w F: .S .0 = T R: -9 - - V I_- ?: 2 " - a) (5 = Ld =3 0) !�- �It� _r_ - - �, Q) _;� -9 - -6 6 . C: �= a) Q� 0 - -S ,D) .� ZS = f- - ED -a L6 �� Z� -T C: - iEi -0 w P 0� En F2 w -�� ca F= a) cr LEFr 1 0.30 0.40 0.120 1 0.48 1 0.00 0.48 0.0580 1 0.0500 , 2.0 1 0.0830 1.6600 1.62 1.00 carryover from A 1 9 RIGHT I 164 1 0. 1.00 A18 FTF �C4.0 Ot @ I = 6.5 in/hr = -1.0 - - - 0.30 1::6.0057 2.97 1 777- 1 1 1 carryover f rom A 1 6 ALL 1 0.09 1 0.85 1 0.0771 Ul 1 0.00 0.31 0.0200 1 I I I I A15 I DI-2A 1 2.0 Qt g 1=6. 5 in/hr = 0.5 _ 0.32 1 0.005 1 5.73 1 1 1 I - 1 - 1� I I I 1 - ALL 1 0.23 1 0.75 1 0.1731 E69 F0.00 0.69 1 0.0200 1 1 1 1 1 A14 I DI-2C 1 4.0 Qt g I = 6.5 in/hr = 1.1 0.37 1 0.006T-7.90 A13 m�� 4.0 I I I I I I I 1 7---7� 1 - I ALL 1 0.16 1 n 7r, I In i gn 1 0.48 1 0.00 0.48 I 1 0.0200 1 1 1 1 I Ot C@ I = 6.5 in/hr = 0.8 1 - 0.34 1 0.005 1 6.39 LEFF ( ) 0.27 0.0( 2.0 1 0.0830 1 4.1500 1 4M 70.89 carryover f rom A7 RIGHT 1 0.12 1 0.80 1 0.0961 0.38 1 0.02 0.40 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 6.31 1 0.80 A5 I DI-2CC 1 6.0 Qt Cy) I = 6.5 in/hr = 1.1 0.35 1 0.005 1 6.76 LEFF 0.21 0.60 10.1 1 0.55 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 7.45 1 03H2 carryover f rom AB RIGHT 1 0.09 1 0.60 1 0.0541 0.22 1 0.00 0.22 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 4.23 1 0.94 -1 A4 F-DI-2CC 1 6.0 , -- Qt @ I = 6.5 in/hr = � I "NIMMIMMIMM LEFT 1 0.16 0.45 1 0.0721 0.29 0.00 1.2 �-, 1 --- wmamlww I 31*0 � -IMM:0-0 3-7 , 0.35 1 0.005 1 6.OU- 1131 WERE EIN 0.29 0.0010 0.0200 2.0 1 0.0830 1 4.1500 5.17 0.88 - RIGHT 1 0.07 0.45 1 0.0321 0.13 1 0.00 0.13 0.0010 0 . 0200 1 2.0 1 0.0830 1 4.1500 2.51 1.00 - A6-8 FDI-2A F2.0 -��,`- 0", - �� Mr-11 -101-M N1 [77-77-7 -7-77 Qt 9 I = 6.5 in/hr = �"114& M1,11 [ il,,� �' 01 1-1,111 , W 4 11- ISM - - I I I I 0.7 "' �- OR - - , Fy- � , A-- g", � M-11 11- .,,;_ !'[�u , lawl-111 MI-20 W F � � --- I - I NMI I -- A I I ______ _ - 0.35 1 0.005=.� ilill"I'MM-E --, N, '� �; I � li,,- iB r,,`� 09�� I-. - ALL 0.2871 1.15 1 0.00 1.15 0.0200 � ------- I I I I - C2 I D�K 1 4.0 Qt @ 1=6. 5 in/hr = 1.9 0.37 1 0.006 1 8.14 1 1 1 I 1 1 1 1 - -- I I I - . carryover f rom DI ALL 1 0.43 1 0.75 10.3231 1.29 1 0.00 1.29 1 0.0200 1 1 1 1 Cl I DI-2A I 10.0 Qt 9 I = 6.5 in/hr = 2.1 0.37� 8.25 -- - - ,:- = �- �: A, n m�. -', -,n 0� it Zw , I-- �11-MIWIW=Ii�ll , I , - , � -IT I I - [----,,--I - - -7-7--- 1- �- [ , 110-1 I ; , 11 ,�-- Iff I 11 . . . . . . . - - I - ,� [" - � , ,w - - , 'e� � 111-0, , I- -- , ,7 � ,� ": - ,� , - M - � , " W7 � ON � !-w -e P . `�- W--W,�-, ""M WIN -4-1 -4,� 11-5-�.'�m,-5���--7zi�--,Il�,�.0 100-12,- -, -1 W '5'E _ _ '' , ���� N *-' " �4�� ~1110 - , - I ----= I I - ALL 1 0.20 _ 0.80 10.1601 0.64 0.00 0.64 0.0200 I I I I C2-1 F DI-2A 2.0 Qt 9 I = 6.5 in/hr = 1.0 _ - 0.34 1 0.005 1 6.75 ------- I ------- I I - I I I I I I - ALL 1 1'i"',' 1 0.28 1 0.75 10.2101 0.84 0.00 0.84 1 0.0200 1 1 1 1 1 C-1-11 I DI-2A 1 2.0 - - I I tXI!1-17-=FIR79� A Qt @ I = 6.5 in/hr = ,-,- - - -----, �1 -g - ------ , --- � , - - ` - = �': -; 11 - " � , - I I IN NMI ` I I III, - �,�W",;-7H,1*0111 11-11, MA7�1`9� =0-1 "! - 11 , � I , = "" , 'I "'. i I 1.4 �- � W, �Wfl , lz ----- - --- � I --I - � " - 1- I - "- i - I I I I . -"-" - - I - - � j q� I ,p� I I 121 ,,- I 11110^ -- � 1*711 �' N- 11 -t-11-11 I � - 4�-- . -,-�-,- � - -i 0.37 1 0.006 1 8.09 - -------'" J I WE �EtIFRR#;g��-V� I , ,� � - ,�, = MON 1511=1=90-_ 1141'-----� 1 R7 1 'N�w?n�,� % � I , I � M ,Ri� -111 � ,�^- I - -- carryover from Al 4-1 ALL 0.24 0.55 0.132 OM 0.00 0.53 0.0200 1 D4 I DI-2C 1 4.0 Qt @) I= 6. 5 in/hr = 0.9 0.35 1 0.005 1 6.91 1 1 1 I 1 1 1 1 1 17--71--+- - ALL 1 0.12 1 0.70 10.0841 0.34 1 0.00 0.34 1 1 0.0200 1 I I - D3 ;��,-%=-- ��--.1-1,� 2.0 ,, ��n��f� - �,lMg-W-;i�-:�:7,-,- 10 I Qt g I = 6.5 in1hr = - - --- 13 Z A ,,�, 1$,,I;i-KF, , 120k -- - LEFT 0.04 1 0.75 1 0.030 [��0-05 0.5 I 1,17- 0.17 _j - - - I I I I - �- ���'11 1. 'I'll"' � �,-- W - .1 'r 'I ,�1145*0 el - .� -- - "I'll, �- I r, , -n- �- , ,��� E�� � I ,"I -.1- 'F 0.0010 0.0200 2.0 0.0830, 4.1500 3.38 0.98 0�.� 1 5.73 - ' '" 31 - - ,,-z,2- carryover f rom D2 RIGHT 0.04 10.85 1 0.0341 0.14 1 0.00 0.14 0.0010 0.0200 2.0 0.0830 4.1500 2.75 1.00 D2-1 �,� - 2.0 - 0�w- �4w- =- IMN �,�� - IN- *11'111`11� �����������,�,Tl�;?--W,;�l,,N, Qt 9 I= 6.5 " lnJhr = 7--r-1-77- - A- 10-0111M,-� -,!,,,*,,��ll""-;,��,,�,,,_��,�,,,�,,,',,',��,I ,- =sii z� i , '��?=- I - - = 0.5 � �,� NW- M W, 1 ,i ,7,5 1 Is"111 11A I -1 11N,1"�,�-61�1, �,, MgNa,-__a-- -�,-�Sn , , lai , ,,, MA i % '�E�� 11" 5�awr=rl ` ��Wl, ��7i . N -W �, K 11 , 130 0.0164 0.0500 1 2.0 1 0.0��1.6600 1 1.18 1 1.00 0.3 5.73 - I -, EN,Z4, .1 j � w ; . "'I 11� -w-w �,_,, ,-- � 14111-MIN " N- �,W , W 9`45 LEFT 1 0.06 1 0.45 1 0.0271 0 ' I 1 _� --F- 0.00 0.11 III1U1 IIUL III sag CUIVU, longitudinal approach RIGHT 1 0.14 1 0.50 1 0.070 1 0.28 0.00 0.28 0.0725 0.0500 1 2.0 1 0.0830 I 1 .6600 1 1.30 1 - 1.00 El 5 F-DI-2A 1 2.0 Qt 9 I = 6.5 in1hr = 0.6 --F 0.34 - - 00705T 6.47 grades on both sides of inlet are as in icated LEFF I 1 0.65 10.0461 9.18 ] 0.04 0.22 0.0010 1 0.0200 1 2.0 1 0.0830) 1 4'1500 1 4., _� I carryover from E6 and E4 RIGHT 1 0.05 1 0.65 10.0331 0.13 1 0.01 0.14 0.0010 1 0.0200 1 2.0 1 0.0830) 1 4.1500 1 2�75 1 1 �00 E5 - I DI-2A 1 2.0 Qt 9 I = 6.5 in/hr = 0.6 0.34 1 0.005 1 6.47 LEFT 1 0.13 1 0.50 1 0.0651 L.26 j 0.00 0.26 0.0157 1 0.050072.0 1 0.0830 1 1.6600 1 1.64 1 - 1.00 =T= 1111UL I IUL IrrMg , longitudinal approach RIGHT 1 0.06 1 0.45 1 0.0271 0.11 I 0.00 0.11 0.0725 1 0.0500 1 2.0 1 0.083 - El 4-1 1 DI-2A 1 2.0 mm q- 111� Qt @ I = 6.5 in/hr = -7- �111121`11 -,i-L5,-k--1,ii-. 11"I IN-M-M-11, 31'am I ---[-- 0.6 777-=:1 11 .. - --I 11 " �111- ��emg -1-1 , " - Z1-1-111 ... I'll - , -111-11=110-2 fW=--:� -11� s . - 11 I - �-, ,�7 . -"- 10-1-11- 110- 111.0 I I I I - 0.34 1 0.005 1 6.47 --g-, - - ,---- ,F��-- �50'-- � - -m- ME MME grades on both sides of inlpt are as indicated ,,, '''---'-- ------,-- ����� . carryover f rom F3 ALL 0.13 1 0.80 1 0.1041 0.42 1 0.03 0.45 0.0200 I I ----�, F2 I DI-2A 1 2.0 Qt C@ I = 6.5 in1hr = 0.7 . - - 0.35 1 0.005 1 7.17 LEFT 1 0.03 1 0.8.5 1 0�.026 0,10 I 0.00 0-10 0.0010 1 0.0200 1 2.0 1 0.0830 � . �1500 1 1.92 1 1.00 carryover from Fl - 1 RIGHT 1 0.03 1 0.80 1 0.0241 0.10 1 0.05 0.14 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 2.75 1 1.00 Fl I DI-2A 1 2.0 A&- I � Qt Ca) I = 6.5 in/hr = =21MMIMIMOME1 - I I I i i 0.4 7--11- - � 1 - - . I'll, � �----ffl -,--I�m � -1-1- --- - - -- _� - m F----- � -- - ��, � -- � �,�1- ,-- - W, ,";A;;;ft,27!, I J- 0.31 1 0.005 1 4.93 NNEWENNOW - ALL 1 0.12 1 0.60 10.0- ) 0.29 0.0200 1 1 -- G2 I DI-2A 1 2.0 Qt @ I = 6.5 in/hr = 0.5 1 0.32 1 0.005 1 5.73 , - 1, :W','�..-.- -1--111 - 1-1-1--11 . . .. .. ..... .... - , -- I ""-" I 0-11 il., --- - `, 1-711-W I 12 � - � - - III, , �� � , � " "41, I ` -1 I'll, 7N, �,'Xl - M , IN kgg-- I - - g- � � -, - �g � , W��,g4e � � �-q' - �� 7 - �, "A �"- "gi-.- � "r =g �� "M WM� 2 , , -�g,go-,� 1� I M 4 1 "2 � , I 1� - B? I , ;,, � , - ,-�. I I'll, I", , , I -- , - � �---- qev I ,,, �, - - , . I �� , , , n --- " I , ", - Iff * - JR� , , - ,�,o !,�MIM A I I'll � , �11 4 - "i , � �.� NO ��d 'a , � , I -1; Kil-, . I 12, " 1MN I I 1-1-1 I w - N� I , � - � - -a' "I � V _W _ "111-5 , " 'i" 011 111 1,11111AMIS111- � NO; I ,,,I-4�, 1114,11" I 1 � - -, E, - 13- �- -`--`�� - ""' �--- -,-g,�', 11� A, � P N 111-1, ,5�1, ,*:lll 0- 011=11,1111 ',`� -', - i � ,liFp", I I - , , " MVT ;S " - - I I ALL 0.05 0.85 0.0431 0.17 0.00 0.17 0.0200 I H2 [DI-2A 2-0 T Qt @ I = 6. 5 in1hr = 0.3 . --- 0.29 ] 0.635 1 4.07 1 1 1 I 1 - I I I I 1 - ALL 1 0.09 1 0.85 1 0.0771 0.31 1 0.00 0.31 -i 0.0500 1 1 1 1 1 H1 I DI-2A 1 2.0 Qt @ I = 6.5 in/hr = 0.5 0.26 1 0.576 1 2.29 - -�- g - g -H ,gm , ,gg, " �, ,�,g " ;i� , - , - "L,� -,� -mg� p � 1j, 0 lit,W WiNMI I.." 1111K,�"g,"N"a, g��- ,�g MORO, ,�,�-,,Q, � �` $� " '�, � � � � 1; � rr--�V' 1M.P14571 , 45,�"fi"Mum ", -- ", [AMEF's �, , N,-�01111 I; MUM, F- � 7- �,'I,R ��,j � 77"", 'i 77= J,�� ��,NAFFR--� 4 5�,M-�� , ,r� - :'J,7�,','",-'--��M,�4 MIMMIRMIM615991MM Z� .. .. . . AFAM"P"N 11 . I-,--,- I � ; ME - P � 1 -----4 n , Ana �-- � �5,"V",R I - , - I �-`, - I IN I , :WEIR-MR,55 �,-, -M � Ir �A ME - � - MITOd, E � �, , ,�,�4,��W,50 -gmrvm�m LEFF 0.06 1 0.85 10.0511 0.20 1 0.02 0.22 1 0.0010 0.0200 2.0 1 0.0830 1 4.1500 1 --- 4.23 0.14 70.79 - - carryover f rom B RIGHT 0.13 1 0.80 1 0.1041 0.42 1 0.00 0.42 1 0.0010 0.0200 2.0 1 0.0830 1 4.1500 1 6.4 9 13-1 1 D�K 1 6.0 Qt g I = 6.5 in/hr = 1.0 0.34 1 0.733 1 6.35 I LEFF 0.22 10.55 10.1211 0A8 1 0.00 0.48 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 6.�99 �0.75 0.92 carryover from 14 RIGHT 1 0.06 1 0.85 1 0.051 1 0.20 1 0.03 0.24 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 1 4.53 1 6 60 - Ot Ca) I = 6.5 in/hr = 1.2 - -T-0----j 7 0.35 .764 .17 --, -1-111-1-- ---,-� , , , , , , ,g K� 11 -1111"1111 21'�Illffi � 111 Q- ,%. 1� 41" , " ,01 M I "I", IN ---,------------ a, �SM; I �, - 7� IM � R§ 111 ----.- a - ----- , M- I I-1-1- 111-1-11-- , � �e,g - M � ` M --.- ��-- i R -g- L N, [2,`N,,,,� �,_-� g ", N . .. . .... -- 1".." ,� i�19-831 "'�; "I ------ -, , , - I -� 11 I R mew ---'--,i-,� .",--�,-,�,�-"-�,,,-,,-.,--�-""I ? `- INS I,-' 1�� I �11--l�,�1.1�-""-"�����-,,����'-"'-�,�,�";,���,.���Z���-""'--.-,..---",",---,,-",, ,,,,,,,, i�,,�""",oM 9 I 1-1.1-1 � , �Mmw � K-0, �� - ......... W -- I I 11, ,� I =-�, ,� M -,I* K- -iqAOM -, "M "S 17 - - , M-7 ,g -- .. .. .. .. ... ... .. .. .. ..... .. .... .. .. . .. .. . ------,--,-,"",,.,--,---�---,----"-----,---,� ,� 1�1r(10,00,il , ""' . .... . .. . �-- , I N 1"o-ox, 1 1 I -F carryover f rom N5 I ALL 0.29 0.80 0.232 --6- .93 1 0.04 0.97 0.0200 1 - 1 1 - --T6.0 N4 F-DI- 2A Ot P I = 6.5 in/hr = 1.6 --F--- 0.38 0,8367 8.68 I I IT I I� I I I - ALL 1 0.06 1 0.75 1 0.0451 0.18 1 0.00 0.18 1 0.0307 1 1 1 1 N3 I DI-2A 1 2.0 Qt C@ I = 6.5 in/hr = 0.3 0.27 1 0.587 1 2.65 I 11 I I I I I I I , I - - Al-�L 0.30 1 0.80 0.2401 0.96 1 0.00 0.96 1 0.0281 1 1 1 1 1 N2 I DI-2A 1 2.0 Qt @ I = 6.5 in/hr = 1.6 0.40 1 0.864 1 7.22 21 �-1-2114 'MI��7-�rg-z�,�-9,'�1-1?�--j-'���-�-��,;,--,-,-- M,M am 171 - 121-0151 9999�� � IN' 5=01-0- ARE �% ;� " - -- -- i -01 Z5 �U-11 a , �� r:7--- I 3-21- [,W'-,-'- NMI-F,-,.I-- :7-i-i-_-�:��-�-&--�--L-Z-------i---�--�-�-- - P3 I DI-2C 1 6.0 LEFF 0.11 0.50 0.0551 0.22 0.00 0.22 0.0010 0.0200 1 2.0 1 0.0830 1 4.1500 1 3.53 1 0.97 - RIGHT 0.11 0.50 0.0551 0.22 0.01 0.23 0.0010 0.0200 1 2.0 1 0.0830 1 4.1500 1 3.68 1 0.97 Ot C@ I = 6.5 ifl/hr = 0.7 0.31 1 0.676 1 5.00 �v- &�-�i,4--� 'F�g,:� , -�7- -- ,� , � 1- ,-- � =1111110,111 �" Im I 1, 1", "111 [11's -,�, �"l , � " gg- ',?'� , ��'Z-�t�ff:,��- � g� I z- &:w I - ?. - "� `-�--MO' =-=L�, =--�, _;,g, I I �-�,-, I 1-0 M IMIRM] I � ----,-`--,-,-1 q7i, �r ffi'� --- [111111 ,- rell , ..--- � �-- - 5i --!��--M-fflfl - 171 --,O,- ��5;-� , ,� M ,- ---* 1, 111-111) LEFT 1 0.05 1 0.75 1 0.0381 - 0.15 1 0.00 0.15 0.0010 0.0200 1 2.0 1 8 0 0.0 3 1 - - I 4.1500 -- 2.29 0.99 - --- RIGHTTO.11 10.75 10-0831 0,33 1 0.01 0.34 0.0010 0.0200 1 2.0 1 0.0830 1 4.1500 1 . 4.99 1 0.88 P2 I D�K 1 6.0 Ot @) I = 6.5 ifl/hr = 0.8 0.32 1 -- 0.698 J_�. ��l Ij ff,,--�l-,e-t,&Mi.-' WOMEN",: [,,= [", I "-.�-�-�.,,r-��;�-�---�-�-���-,� I -�-'111! 1!;�', IT-15 T1,1111 1115 5, ME719171111-Ift-11 175-1-t-: [1101- I-'- "I'�I'll'I"���'ll'�mm[IM,-�""i,�ll:���,�,_,���"',I�,,,,i , " � g � 1117 1, N � � 5M iw� I �� , , 14�WwtwgtMm � I , 111900-0-11-11 1, [IV. �, I No , , 155-MM" ' gutter longitudinal slope of 0.001 should be used in a sump condition I --j -,-,-[,-, - ^ ---- - ------------- --,---------"----- -- - grate inlets (DI-7) in open pavement areas w ill not have a curb spread, but w ill have inlet - s --- -- - ---------------------------- - -- -----, - - " - for inlets draininQ to stormw ater manaqement facilities, the 6.5in/hr check storm w ill suf f ic( PHASE 1 INLETS ON GRADE, DESIGN WURB SPREAD A ND INLET CAPTURE) ' Intensity 14.00 1 (Intensity is 4 iri/hr for spread, and 6.5 in/hr for capacity and depth) �Ylannlngs Coef f icient, n is 0.01 3 Inlet Hydrology Curb and Gutter Inlet �� - - (�' t - w . C (D 0- 0 �� .9 -� -0 (D =� w 2 -: '6 (n - I �6 -�o �� . w w Q :3 + -� -;� -6 16 >1 0 0� w - Z C: 0 CL -C a w 0 ls�l T) > �: -R 0) U) W = ;t, P 0 lc� �� 0 .9 CQ -,: §' Lu - 0 - = a 0 0 > - -6 -�� - C w 0 (3) w 0 - w 1: 0 0 �, -S;? C: _g - 2 0 �� � - 70 - i�: 1-1 3: 0� w cm 3: - W a) .9? .9 = 2 I? >1 12 .6 -0 cu 0 :�:; ca .!:= - �_- D .C: - 'Fil �5 � - Q) a) E (5 - co - �::� �a + .�= �� � - (D .E- ?. t= > w -�� -j I- 0 2 ,;� E2 , .L 16 R: 0 W .�e :�� - ,� C -9 1;-_1 = =3 D - Q) >< 1�2 �L 5 -2 - 5 ��7 -F - 0 C\I 0 11 W - Q) :�; - -T -�? - w 0 Y >1 `6 C: aj 0 :�-: 0 8 - < I - 6 -d 1-�' I 5) 0� -9 I >� ��; 0) 3� 0- -g 3: I w - 6 0) - -9 =- -3� 11 Q) � " 0) � C - - -d t: w E (D � IL > -T <f 's (5 d C3 0 U� W W Z- � U) (1) U) �-7 S w .g d U) U) �i -2'? :i LLF C3 0 0 Ir . A19 DI-213 4.0 0.11 0.55 0.061 0.24 0.00 0.24 1 0.0164 0.0500 2.0 0.0830 1.6600 1.58 1.00 1.7920 0.0747 0.1247 4.00 1.00 1.00 0.24 0.00 A18 I - A16 DI-213 1 4.0 0.05 0.85 0.043 0.17 0.00 0.17 0.0221 0.0200 2.0 0.0830 4.1500 1.34 1.00 2�5120 0.1047 0.1247 3.87 1.03 1.00 0.17 0.00 A15 - A8 DI-21313 4.0 0.13 1 0.80 0.104 0.42 0.05 OA6 0.0190 0.0200 2.0 0.0830 4.1500 1.96 1.00 2,5120 0.1047 0,1247 5.50 0,73 0.90 0.42 0.04 A4 carryover firom 131 - 1 A7 D�21313 4.0 0.10 0.80 0.080 0.32 0.00 0.32 0.0219 0.0200 2.0 0.0830 4.1500 1.67 1.00 2.5120 0.1047 0.1247 4.93 0.81 0.95 0.30 0.02 A5 carryover from 131 �� 1 , �"`, , D�1' �11� Jl I'll, 11,11", �M5 I vlmll� 11" sMN ""I"il -- -` , �, ""I " i i , W,,g- � _, _ , �Rmaw 7-- , , --, MUM- , �1' � , """ 1'�� � I "'I" � .11121" SO. '1- � N 'I'l- I Is P �Ml �, &I �� � � A 1�� - ' I 1 !�=�� , '" , =--- ." 41 -� -12111 * , �11'�-'� WOl";",�� "I ""I z �, -, - � 1'�U�- �5�0 % � � � � 'm 11" I�Ml -M , ,`lw ��,,��, � , �9� ? � � - � �� 11 0.0830 , � A �,7� � A .'s 4.1500 � , , , � � , , � "" "M 41 1.91 �� ,- �` � 1� I ,2 1.00 ,:N,K�`x�MR-,',� 4, 1� 'd a- 2.5120 ���-,�,-�,,=- - � , "on, -17 , �� RMM, - ,,, � �� , , , � , � � =,�� M,AR , , 0.1047 "I � , 0.1247 `-"-`--`1 , - -11 - I A- I Iffil", 1- 1101,11 I , .1 5.99 I i 1.00 w "" � � -,� �� ; M, -M 1.00 am 0.48 - 0.00 - - iO TO A14-1 LIKE -4 K -1111,11 -- M �,i,111,11,iv -1R��,lil,�Cii-,�� - A15-1 DI-213 6.0 0.15 0.80 0.120 0.48. .0200 2.0 - A14-1 DI-213 6.0 _ 0.16 0.85 0.136 0.54 0.00 0.54 0.0216 0.0200 2.0 0.0830 4.1500 2.16 1.00 2.5120 0.1047 0.1247 6.11 0.98 1.00 0.54 0.00 D4 - carryoverfr�omA-15-1 A6-7 IDI-213 4.0 0.10 0.45 0.045 0.18; . 0.00 0.18 0.0200 0.0200 2.0 0.0830 4.1500 1.37 1.00 2.5120 0,1047 � 0.1247 3.76 1.06 1.00 0.18 0.00 A6-6 - A6-6 IDI-213 6.0 0.30 . 0.45 0.135 0,54. 0.00 . 0.54 . 0.0200 0.0200 2.0 I 0.0830 4.1500 . 2.28 1.00 . 2.5120 0.1047 I 0.1247 5.97 I 1.01 1.00 0.57 0.00 A6-5 carryover firom A6-7 A6-5 IDI-213 6.0 0.31 0.60 0.186 0.74. 0.00 0.74 1 0.0200 0.0200 2.0 0.0830 4.1500 3.29 0.98 2.5120 0.1047 0.1226 6.89 0.87 0.98 0.72 0.02 135 carryover I rom A6-6 , � � - , I 11 2- WWWOMIMMM11 � , --111 "I -- �M, - MW IS-[ -0-1011-11 --77- -- , 711 �, 7 777 -,,�� , ,4 ,j , _ � _', ,.! �. _ ,7,2W _ _, '. _, ,�_" ,,.,,� - _ � 7W 7 - - 4 I. I , -1 I r ME , - , � I --� al w- 11--l- I , "' .:S,�� 2-w-l__ � - " �, T g � , --g- y- ,- - 1" IN - , ON; YR �, 4" A I -,-=,-O,o I -1 -F;-h * 110 135 DI-213 . 4.0 0.13 0.85 0.111 0.442� 0.02 0.46 0.0200 0.0200 2.0 0.0830 4.1500 1.95 1.00 2.5120 0.1047 0.1247 5.58 0.72 0.90 0.41 0.05 1 D2 I carryover I rom A6-5 B4 DI-213 4.0 0.08 0.85 0.068 0.27 0.00 0.27 0.0241 0.0200 2.0 0.0830 4.1500 1.54 1.00 2.5120 0.1047 0.1247 4.72 0.85 0.97 0.26 0.01 133 - B3 DI-213 4.0 I 0.14 0.80 1 0.112 0.45 . 0.01 0.46 0.0200 0.0200 2.0 0.0830 4.1500 1.93 1.00 2.5120 0.1047 0.1247 5.53 0.72 0.90 0.41 0.05 B2 - carryover from 134 132 DI-213 6.0 0.17 0.80 - 0.136 0.54 0.05 0.59 0.0200 , 0.0200 2.0 0.0830 4.1500 2.56 1.00 I 2.5120 0.1047 0.1244 6.21 1 0.97 1.00 0.59 0.00 131 carryover from B3 131 . IDI-213 6.0 0.17 0.80 0.136 0.54 0,00 0.54 0.0200 0.0200 2.0 0.0830 4,1500 2.34 1.00 2.5120 0.1047 0,1247 6.02 1,00 1.00 0.55 0.00 A7 carryover from B2 1=,M, 11�1-1. ,, 1-1-1, �-R-5-11- 'ER-01's " 110 � I 11 , �g � I -1�,01-52 � "I - I - R WM9949M I W " -11M Al I �=-- I I I I I I - I'- 1:1 I � I - WIS.- --1 �-, .,E-%,� � = 111M�- 1 -.-- F " -111-- I 11 I 1-1 R 0 W11101 7N7T MZERZ�,�--� ME ]w RM 715-77- w 7-- 7EW W 3w � MW MEN W IM M AMM � ,,� - � , "� � -9,- �5F�4� 7-�-;�-: �,,,- , g� - - � - - -f ---. , -� " -Z1 - � L -0.0 2 133-1 DI-213 4.0 0.10 0.80 0.080 0.32 0,00 0,32 0.0200 0.0200 2.0 0.0830 4.1500 1.70 1.00 2.5120 0.1047 0.1247 4.79 0.84 0.96 0.31 0.01 132-1 - 132-1 DI-213 6.0 0.17 0.80 0.136 0.54 ' 0.01 0.55 0.0200 O.U200 2.0 i 0.0830 4.1500 2.34 1.00 2.5120 0.1047 0.1240 6.02 1.00 1.00 0.66 0.00 131-1 carryover f rom B3-1 131-1 DI-213 , 4.0 0.15 0.75 0.113 0.45 0,00 0.45 0.0200 I 0.0200 2.0 0.0830 4.1500 1.93 1.00 2.5120 0.1047 0.1247 5.53 0.72 0.90 0.41 0.05 A8 carryover from 132-1 ��i",�, ,,,,,,, 'K-----,� ... -- .... 'I, 11 � ,�,� , , ---,, , % IN-* ... z�- P ... ,� - - , '11 II!, , 1Z i-1 K , 0 - �- 1121", ,�_ , 7M - -7-7, , , 7- ,F:-_-Z , ��,-- _7- , 77 ,? W � % I 12 -1111 WE --- T W I 7-- 4V Am IN U NOW Em7mummunwimm-t 7' -- - "S I , � - - - �!- A ,-�� - -e-0--ha ,�- --= . Zm IN ,�g, ,__ , -��-� 7 _ _ , " -U�- iE -1 -- � � _� 'a - I 0 " r R 7 - I �RF,5EF���Id - 'N M 1,11011 IV - 41 .1 �- D2 DI-21313 4.0 0.14 0.75 0.105 0.42 0.05 0.47 0.0200 0.0200 2.0 0.0830 4A500 1.96 1.00 2.6120 0.1047 0.1247 5.63 0.71 0.89 0.42 0.05 D2-1 carryover from 135 DI DI-21313 4.0 0.08 0.75 0.060 0.24 0.00 0.24 0.0206 0.0200 2.0 0.0830 4.1500 1.51 1.00 2.5120 0.1047 0.1247 4.29 0.93 0.99 0.24 0.00 Cl - ]WEEMP'i"o � =� ...... ��",��,� -7 2-2 , "'WE lo , -1 rF� F � r� -- 7:- Q - -7 " -' Vffi- �' r, - - -� Z am MISM �N, - I 2�F- - - I �� - R ISMS I 11 liv �- - �-7 --'- - - , :, -��R- ""A � J ��f� �- !; _,�_ � _ �� 0 '21,111 I , - MME W 2 - I:-. lrl-� - �, 1-2 , ,-KIM E13 DI-213 4.0 0.05 0.60 0.030 0.12 0.00 0.12 0.0201 0.0200 2.0 0.0830 4.1500 1.18 1.00 2.5120 0.1047 0.1247 3.18 1.26 1.00 1 0.12 0.00 - . E12 I - E12 DI-2A 2.0 0.01 0.70 0.007 0.03 0.00 0.03 0.0201 0.0200 2.0 0.0830 4.1500 0.70 1.00 2.5120 0.1047 0.1247 1.78 1.12 1.00 0.03 0.00 El 1 . carryover from El 3 El 1 DI-213 6.0 0.18 0.75 0.135 0.54 0.00 0.54 0.0201 0.0200 2.0 0.0830 4.1500 2.27 1.00 2.5120 0.1047 0.1247 5.98 1.00 1.00 0.54 0.00 E10 carryover from E12 El 0 DI-213 . 4.0 0.12 I 0.80 0.096 0.38 0.00 . 0.38 0.0265 0.0200 2.0 0.0830 4.1500 1.72 1.00 2.5120 0,1047 0.1247 5.61 0.71 0.90 0.34 0.04 E9 carryover f rom El I E9 DI-213 6.0 0.17 0.80 0.136 0.54 0.04 i 0.58 1 0.0352 0.0200 2.0 0.0830 4.1500 1.91 1.00 2.5120 0.1047 0.1247 7.29 0.82 0.96 0.55 0.03 E7-1 carryover f rom El 0 E8 IDI-213 8.0 0.31 0.80 0,248 0.99 0.00 0,99 0.0352 0.0200 2.0 0.0830 4.1500 3.32 1.00 2.5120 0.1047 0.1247 9.22 0.87 0.97 ' 0.96 0.03 E7 carryover from F1 -2 E7 DI-213 6.0 0.15 0.75 0.113 0.45 OM 0.48 0.0356 0.0200 2.0 0.0830 4.1500 1.78 1.00 2.5120 0.1047 0.1247 6.76 0.89 0.98 0.47 0.01 E6 carryover from E8 E6 IDI-213 4.0 0.12 0.75 0.090 0.36 M-1 0,37 0.0277 0.0200 2.0 0.0830 4.1500 1.68 1.00 2.5120 0.1047 0.1247 5.62 0.71 0.89 0.33 0.04 E5 carryover from E7 E4 IDI-213 4.0 0.11 1 0.75 . 0.083 0.33 0.00 0.33 0.0175 0.0200 2.0 - 0.0830 4.1500 1.76 1.00 . 2.5120 0.1047 . 0.1247 4.67 � 0.86 0.97 0.32 0.01 , E5 , - E3 0.05 0.90 0.045 1 0.18 0.00 0.1 8 0.0175 0.0200 2.0 0.0830 4.1500 1.40 1.00 2.5120 0.1047 0.1247 3.62 1.10 1.00 0.18 0.00 13 - nw%- 711, 7 W. � � � R7�7 77-7 - -� _ , , __W ,&� �4, � "_ 7 ��,M 'P- � '" - � 4 99 1� 'T ��-IMV� " -�:- ,2 --"'7- -,�`--I�i�?- ,7'7� , 7 " �- , �� . ....... ,� ,,77 , _? ,;j�� __ , _ �� 5 __- �- z_- t -, � w , , w � � - �= ------- 7 'n --; ,7 w - w - 4 �-- �� "'3- -7w, I W- -1; , 1- 7pT � `�;�;�,M�� !WF -Ra- E13-1 DI-213 4.0 0.05 0.60 0.030 0.12 0.00 0.12 0.0210 0.0200 2.0 0.0830 4.1500 1.16 1.00 2.5120 0.1047 0.1247 3.22 1.24 1.00 0.12 0.00 F3 - E7-1 DI-213 6.0 0.14 0.75 0.105 0.42 0.03 0.45 0.0356 0.0200 2.0 0.0830 4.1500 1.76 1.00 2.5120 0.1047 0.1246 6.70 0.90 0.98 0.46 0.01 E6-1 carryoveir from E9 E6-1 DI-213 6.0 0.13 0.75 0.098 0.39 0.01 0.40 0.0218 0.0200 2.0 0.0830 4.1500 1.85 1.00 2.5120 0,1047 , 0.1246 5.51 . 1.09 1.00 0.42 0.00 , 14 carryover f rom E7-1 E4-6 DI-213 4.0 . 0.19 0.70 . 0.133 I 0.53 0.07 0.60 . 0.0200 0.0200 . 2.0 0.0830 , 4.1500 2.22 , 1.00 2.5120 0.1047 0.1247 5.93 0.67 0.87 , 0.46 0.07 F-1-1 carryoverr f rom (33 ,I , 110 I -1 - � - �, ', , ��, 9H ,� -1 - , ii I-- - ME - 11"==�� - , "' I -1 M , 7=- MINES` " '111 Im 0.75 e il-11,1WINW-8 -1 I 0.098 - [--�:,lz�M--- 039 , `6 0.02 111,11, 0.41 , -- 0.0210 � � " ,"'r 4i r � " 0 fi; M-- 0.0200 q 2.0 �g-wggg ��FRR- "ri 0.0830 , ", " , g-g4ggi&y, , - ,,, , � �10,-,,-,,,MMIMMOR 4.1500 --, - ,-� , V 1-- = , �, -M� ,E 'P-M-.1- -1 �-- 1.81 x � � 1.00 I - - 2- �w_-_-_l- 2.5120 7 77� QR,' M, 111- 0,1047 --W-W 7 0.1247 5.29 0.76 111 0.92 = 0.36 -� i 0.03 -111210 F2 11 carryover I roim El 3-1 & GI F3 DI-213 4.0 ; 0.13 § 71-SWIF 1� , , 1; - _�, F 0 I W ,:�W7 , - ,_ Mj WW 7--l"T - __ P �,_ 7-7-55 3-11 11,3Z --, M �Tll MET I'll-117- T-7- � 115R- MW 7--�,i7Lt�7;-1;wW--l---,P-*71�, ]WI-1-11 w � I- - 1, I I IRIS 51- 2114 , -- - -1 rm - - � - --,--"---"---,-,-"--7 �g " g � 1 - '017-7,777-77-M77 _ _ _ ,tW _WN7 -------- 'I7i---i� -1,01M." 0.94 0.99 0.24 0.00 E8 - Fl -2 DI-213 4.0 0.08 0.85 0,068 027 0.00 0.27 0.0200 0.0200 2.0 - 0.0830 4.1500 1.52 1.00 . 2.5120 0.1047 0.1247 4.25 Fl-1 IDI-213 4.0 , 0.12 0.80 0.096 0.318 0.07 0.45 0.0200 0.0200 2.0 0.0830 , 4.1500 1.93 1.00 2.5120 0.1047 0.1247 5.53 0.72 0.90 0.41 0.05 Fl carryover f rom E4-6 - - ROOM- 7M'7--5llu--x WIN " -� ` 'O", 1-Ma " = no �= 7w �ffim UMMU = am now 1 -11 wI-z_�-i---�4Nii-�--%-i�7- mom w 7M = 7w um 7w � , '� , , -1 11111111� 111- I �� i0l- G3 IDI-213 6.0 0 0.28 0.80 0.224 0,910 0.00 0.90 0.0238 0.0200 2.0 0.0830 4,1500 3.65 0.97 2.5120 0.1047 0.1211 7.93 0.76 0.92 0.83 0.07 E4-6 - Gl DI-2A 2.0 0.01 0.90 0.009 0.014 MID 0.04 0.0397 0.0200 2.0 0.0830 4.1500 0.68 1.00 2.5120 0.1047 0.1247 2.46 0.81 0.95 , 0.04 0.02 , F3 , - - ------',-,g--- ell KR ;:_ 0-51 - 7-3 - -1 - , - "I �3 _�_ - � �5��-`�� ' Kmw 7- 7, 7 - _j� NiNIN , �5 _, ,,,,�j 77g�--�� , _z -& Q, 41111-111lu �, � ,; Ili I M-1, 7 - A ,t -M 4�� ; , I ,g , - - - �� - I 7 - , - , - - i�, - - - , = - I I 314 W j --11 I --- I I -11 11 . ,,--,'I" - I"--",-- - � W - 111"', -� M A I I 'M , - A - I - 11 ,� 1� 1� - i I � "M 290M = --1-1 1-1--- An = = = MIAMMONOMM -,-,�e",j � 01,51,,J,�� , ", K DI-213 4.0 0 . 0.17 0.60 0.102 0.41 0.00 0.41 0.0201 0.0200 2.0 0.0830 4.1500 1.86 1.00 2.5120 0.1047 - 0.1247 5.33 0.75 0.92 0.38 0.03 6 carryover from E6-1 13 0.11 0.80 0.088 0.315 0.00 0.35 0.0201 0.0200 2.0 0.0830 4.1500 1.75 1.00 2.5120 0.1047 0.1247 4.99 0.80 0.95 0.33 0.02 16 _ carryovL-r from E3 -----,--;,-;----, -, g-= �,-,,,,3� � - e, - ,z,v =� - 1-1 " , ----,,�,P ,v , ,Z --, . -= P9 - 7;77, -1-1- 7M7= I-- - 777M ----- '''' - -WINNIM 1-11-- -- '- , '-��' = 1-�� , W.- �flvmwm "' ' "' ' ' " ", " -�-;-- 1-1-1-1. `APMAM"� -- , T 10*11011NA'WIP -;��-- �?17;777 -.1-- 77-7 7 ---- 77-77- ;--- 77777-7777717-777" - --;- 777M77 1--l- 77-777777777 --;----� 777-7 ;I-"--.- W ------- e�- ME; RR7-7- ,67, i, R - - ----- �---;- ., -.-n �Ie 1-1 '1� W-INM --;---'-;w:-- WIMR-PiN , 11-R- 777, = --------.--,-------.-1 -IMM �!� 777-7,0777 rIF 5!-=-�� N8 DI-213 6.0 0.22 0.65 1 0.143 0.57 0.00 0.57 0.0498 1 0.0200 2.0 1 0.0830 4.1500 1.78 1.00 2.5120 0.1047 0.1247 1 8.03 0.75 0.92 0.52 0.05 Nb-1 - N7 DI-213 6.0 0.16 0.60 0.096 038 0.00 0.38 0.0498 0.0200 2.0 0.0830 4.1500 'I 1.52 1.00 2.5120 0.1047 0.1247 6.77 0.89 0.98 0.37 0.01 02-1 , - N6 DI-213 4.0 , 0.09 0.75 0.068 _ FO.27 0.00 0.27 0.0299 0.0200 2.0 0.0830 4.1500 1.48 1.00 2.5120 0.1047 0.1247 5.04 0.79 0.94 0.25 0.02 N5 - N5 -- DI-213 4.0 0.11 - 0.75 - 0.083 0.33 0.02 , 0.35 0.0299 0.0200 2.0 0.0830 4.1500 !t P15 1.63 1.00 2.5120 0.1047 0.1247 5.62 0.71 0.89 0.31 0.04 N4 carryover from N6 I -��� ull1-7-l-iRi-1�-7%7-1 �- 1 .1 , .. I.- - �, , - I I - , 11 ME � - a- 1117 7w �_ , , ,� ,_ � � ___ �E-� _ _ � I � 7� I - N -1-1 W- WIN mgfgg �=�� 777- � t _ �_ _ � = " W �-�,� _ %. ' -- 'Z ` �� � 'z' -' 'W ' MW , j - _ ]� -,-,�, 7 - g, - , , "g, ,W __ , -11,11, I -� - I , , .11 -111=1 01- - Z , - 1-1 --- Z! � R = sm WE I- - - � , - - , -1,---,-."--' �- Z, - - _jF, --- W�,40-0x�w, "4 I I N6-1 DI-213 6.0 0.15 I 0.70 0.105 0.42 0,00 0.42 0.0499 . 0.0200 2.0 I 0.0830 4. V0 1.58 1.00 2.5120 0.1047 0.1247 . 7.07 0,85 0.97 0.41 1�- .0.01 N6-1 I - , 1�-, -21 151 �� - =--, , 5 1-1 1, ' - AM 1 B, N im ,��7-77 I= � WN mm - -- 44 '00'W' - �- = - -- W- _0 I -1, ��w - ��-N- ,I 1 ,I -I - -- -1 "I III- 1 - - w - - 0" -il T w -- -0- 72-�-;lz,;l�l"5-;-z 1".,Y, "I _0 I 11 I , "I-- �Mjwwwamwwwww I �9,1,*�,-��,=;a��, I'M I P3-1 DI-213 i �-,?Mpl- 6.0 0.27 0.40 0.108 0.43 0.00 0.43 0.0200 0.0200 2.0 1 0.0830 -'�1`051 4.1500 1.75 1.00 � 2.5120 -:,$ 0.1047 0.1247 6.00 I 1.00 1.00 0.43 0.00 I P3 - - I - I - I r I I . i ii L I , 1. I - - � --- - , FOWIMMMUM 1017- 1`� I - - -- - -1- , - ", " I ,- -7; w- - -- 1 � - - - -----,T - la; - , ,z - M, 1 1. �� a VIN, W, "IF wa I - , 1- I - � --I-- �NMRK � � I 111-11 --- � -W i -a mia- 11 =-. aw- - - PHAS E 1 1-%*�j n = 0.025 for CMP In = 0.013 for RCP n = 0.01 for HDPE i ! i C Pipe Hydrology Pipe I i ! i i � 2 �2 0 P 6) 03 .S = V co - Q) " a 1-m 0 Z) �= U) 0) C: :5 r- I w cu Q) w a) CD w .C: -�� E� 0) 0 t I -�� 'S _: a 0 _F0 , 0 ,Z-- co - , (5 Tf 6 E 2 - P < , q �0 2� W :3 E :3 Q U w 2 =) w < , C-5 - 21 .� 6 = 0 0 15 W F= i;= (5 , �- .�� fn .2 = - = �� .C: ia - , -- - 12 0 -� - 0 = - �- 0 q-- - , (:3 - E;� -5 '- :�: - a �;-- - �2 n2 , 6 - U� �3 0 . :3 -�5 - 15 V - - Z) - .S: 0 - -� (1) �) > > , -r- -c- -6 �3 0 -P - �Z� (n �-- -6 -5 C 0 - - = � (1) (D > > -S , -S - �� �� �5 0) = W (1) .9 0- -F _: - 0 0 0 w -0) .S C- = w E CF (1) CL 0 ,7n P C6 -E- Z- � -�, a) E . L15 0 d - t�l -6 ,;� :=� 0 w 0- w 0 Z31 0 E = =) LL -(�, lc�- -_� :=! 0 0 (1) > �;; -1=1 .= E .�� P F �-, 0 LL (n 7�5 (0 E Q) . cc Pipe run: A A19 A18 0.11 0.55 0.061 0.061 5.00 6.67 0.40 0.40 561.91 561.48 31.03 0.013 1.39 15 7.60 3.42 0.15 A18 A17 0.35 0.40 0.140 0.201 5.15 6.62 0.93 1.33 561.38 560.35 18.10 0.013 5.69 15 15.41 7.73 0.04 A17 A16 0.00 0.00 0.000 0.255 5A9 6.60 0.00 1.68 560.25 557.85 86.30 0.013 2.78 .15 10.77 6.31 0.23 includes roof 7 A16 A15 0.05 0.85 0.043 0.342 5.42 6.53 0.28 2.23 557.75 556.87 59.20 0.013 1.49 15 7.88 5.50 0.18 includes roof 8 A15 A14 0.09 0.85 0.077 0.539 5,60 6,47 0.50 3.49 556.77 554.65 113.60 0.013 1.87 15 8.82 6.86 0,28 inc u es - - A14 A13 0.23 0.75 0.173 0.847 5.87 , 6M 1.10 , 5.41 554.55 552.64 114.70 0.013 . 1.67 15 8.34 . 7.29 0.26 Inc u es - /A I I /A le U. 10 0.75 0.120 0.967 6.14 6.31 0.76 6.10 549.64 547.35 83.20 0.013 2.75 15 10.72 9.01 0.15 Al2 All 0.00 0.00 0.000 , 2.113 6,29 6.26 0.00 1 3.23 547.25 I 545.00 171.80 0.013 1.31 24 25.89 8.34 0.34 nc u es All A10 0.00 0.00 0.000 3,450 6.63 6,17 0.00 21.27 544.90 543.76 151.70 0.013 0.75 30 35.56 7.56 0.33 . includes Cl A10 A9 0.00 0.00 0.000 3.450 6.97 6.07 0.00 2M5 543.66 543.40 34.80 0.013 0.75 30 35.45 7.58 0.08 1 A9 A8 0.00 0.00 0.000 3.450 7.04 6.05 0.00 20.88 543.30 542.73 76.30 0.0 . �� 0. . I A8 A7 0.13 0.80 0.104 3.554 7.21 6.01 0.62 1 21.35 542.63 542.41 29.50 0.013 0.75 30 35.42 . 7.59 0.06 A7 A6 0.10 0.80 0.080 4.525 7.28 5.99 0.48 27.11 542.31 541.78 70.90 0.013 0.75 30 35.46 8.00 0.15 includes 131 A6 A5 0.00 0.00 0.000 5.733 7.42 5.95 0.00 34.13 541.68 541.09 79.00 0.013 0.75 30 35.45 8.28 0.16 includes A6-1 A5 A4 0.20 0.85 0.170 5.903 7.58 5.91 1.01 34.91 540.99 540.66 32.50 0.013 1.02 30 41.33 9.40 0.06 A4 A3 0.30 0.60 . 0.180 6.083 7.64 5.90 1.06 35.88 540.56 539.10 27.20 . 0.013 5.37 30 95.03 9.4 . I A3 A2 0.00 0.00 0.000 6.083 7.69 5.89 0.00 35.81 539.00 529.00 65.46 0.013 15.28 30 160.32 27.77 0.04 A2 Al 0.00 0.00 0.000 I 6.083 7.73 5.88 0.00 35.75 528.90 528.00 39-50 0.013 2.28 30 61.91 13-16 0.05 I A15-1 A15 0.15 0.80 0.120 0,120 5,00 6.67 0.80 0.80 557.63 556.87 44.00 0.013 1.73 15 8.49 4.36 . I I I I- I A14-1 A14 0.16 0.85 0.136 0.136 5.00 6.67 0.91 0.91 555.67 554.65 43.80 0.013 1 2.33 15 9.86 5.25 1 01 I A6-9 A6-8 0.08 0.60 0.048 0.048 5.00 6.67 0.32 0.32 569-00 - 567.65 88.50 0.013 1.53 15 7.98 3.92 0.38 A6-8 A6-7 0.23 0.45 0.104 0.152 &38 6.54 0.68 0.99 567.55 566.60 52.30 0.013 1.82 15 8.71 5.11 0.17 A6-7 A6-6 0.10 0.45 0.045 0.197 5.55 6.49 0.29 1.27 566.50 564.20 122.10 0.013 1.88 15 8.87 5.53 0.37 A6-6 A6-5 0.30 0.45 0,135 0.332 5.91 6.37 0.86 2.11 564.10 561.20 146.10 0.013 1.98 15 9.10 6.27 0.39 1 A6-5 A6-4 0.31 0.60 0.186 0.518 6.30 6.26 -1.16 3.24 561.10 557.10 37.20 0.013 "I 0.75 15 21.18 12.86 0.05 A6-4 A6-3 0.16 0.45 0.072 0.653 6.35 6.25 0.45 4.08 557.00 555.60 89.20 0.013 1.57 15 8.09 6.71 0.22 includes roof 6 A6-3 A6-2 0.00 0.00 0.000 0.653 6.57 6.18 0,00 4.03 555.50 553.10 158.40 0.0 3 .52 . . . A6-2 A6-1 0.28 0.55 0.154 0.807 6.97 6.07 0.94 4.90 553.00 546-10 156.50 0.013 4.41 15 13.56 10.39 0.25 - - A6-1 A6 0.73 0.55 0.402 1.208 7.22 7.26 546.00 542-58 42.50 0.013 8.05 15 18.32 14.48 0.05 . I . Pipe run: B 135 134 0.13 0.85 0�1 1 1 0.111 5.00 6,67 0.74 0.74 556.81 556.16 35.50 0.013 1.83 15 8.74 4.53 0.13 134 B3 0.08 0.85 0.068 0.179 5.13 6.62 0.45 1,18 556.06 553.50 81.40 0.013 3.14 15 11.46 6.10 0.22 B3 132 0.14 0.80 0.112 0.371 5.35 6,55 0.73 2.43 553.40 551.80 110.90 0.013� 1.44 15 7.76 5.66 0.33 includes 133-1 132 131 0.17 0.80 0.136 0.643 5.68 6.45 0.88 4.14 551.70 549.65 106.10 0.013� 1.93 15 8.98 7.18 0.25 includes 132-1 131 A7 0.17 0.80 0.136 0.891 549.55 547.19 60.00 0.013; . 3.93 15 12.81 10.30 0.10 - includes 131-1 133-11 B3 0.10 0.80 0.080 0.080 5.00 6.67 0.53 0.53 554.15 553.50 29.50 0.013! 2.20 15 9.59 4.21 0.12 132-1 132 0.17 0.80 0.136 0.136 5.00 6.67 0.91 0.91 552.20 551.80 29.50 0.0131 1.36 15 1 7.52 4.25 0.12 131-1 131 , 0.15 1 0.75 , 0.113 1 0.113 1 5.00 -- 0.75 0.075 550.05 1 549.65 , 38.03 1 0.0131 1 1.05 1 15 6.62 3.68 1 0.17 1 1 1 1 1 1 N I I I I I I I � I I Pipe run: C C7 C6 0.19 0.40 0.076 0.076 5.00 6.67 0.51 0.51 552.75 552.25 48.80 0.013 1.02 15 6.54 3.31 0.25 C6 C5 0.06 0.90 0.054 0.130 5.25 6.58 036 0.86 552.15 551.10 95-60 0.013 1.10 15 6.77 3.83 0.42 includes roof 10 C5 C4 0.10 0.65 0.065 0.195 5.66 6.45 0.42 1.26 551.00 550-10 33.00 0.013 2.73 15 10.67 5.89 0.09 C4 C3 0.06 0.90 0.054 0.249 5.76 6.42 0.35 1.60 550.00 549.10 81.30 0.013 1.11 15 6.80 4.61 0.29 includes roof 11 C3 C2 0.06 - 0.90 0.054 0.303 6.05 6.33 0.34 1.92 549.00 1 546.88 72.30 0.013 I 2.93 15 11.06 . 4.23 0.28 - includes roof 12 C2 Cl 0.41 0.70 0.287 0.750 6.33 6.25 1.79 4.69 546.78 545-90 117.00 0.013 0.75 15 5.60 5.13 0.38 includes C2-1 . Cl All 0.43 0.75 0,323 1.337 6.71 6.14 1.98 8.21 545.80 545.00 79.75 0.013 1.00 18 10.52 6.63 0.20 includes C-1-1 C2-1 C2 0.20 0.80 0.160 0.1 60 5.00 6.67 1.07 1.07 547.75 547.30 90.00 0.013 0.50 15 4457 3.09 0.49 . 1 Cl -2 Cl-1 0.06 0.90 0.054 - 0.054 - 5.00 6.67 0.36 0.36 552.80 549.80 102.70 0.013 2.92 15 11.04 4.33 0,40 includes roof 9 Cl-1 Cl 0.28 0.75 0.210 0.264 5.40 6�54 1.37 1.73 1 549.70 549.00 70.20 0.013 1.00 15 6.45 4.53 0.26 T i i i i i I I -- I I Pipe run: D D6 D5 0.72 0.45 0.324 0.324 5,00 6.67 2.16 2.16 561.00 557.90 26.40 0.013 11.74 15 22A4 11.79 0.04 D5 D4 0.00 0.00 0.000 0.324 5.04 6.65 0.00 2.16 554.00 549.93 45.70 0.013 8.91 15 19.28 10.61 0.07 D4 D3 0.24 0.55 0,132 0.770 5.11 6.63 0.88 5.10 549.83 549.23 59.50 0.013 1,01 18 10.55 5.87 0.17 includes D4-1 &roof 4 D3 D2 0.12 0.70 0.084 0.917 5.28 6.57 0.55 6.03 549.13 548.77 35.90 0.013 1.00 18 10.52 6.02 0.10 includes roof 5 D2 Dl 0.14 , 0.75 0.105 . -1.086 5.38 6.54 . 0.69 7.10 548.67 , 548.32 35.50 0.013 0.99 18 10.43 I 6.40 0.09 includes D2-1 Dl Al2 0.08 0.75 0.060 1.146 5.47 6.51 0.39 7.46 548.22 547.35 13-80 0.013 6.30 18 26.37 12.84 0.02 1 134-2 D4-1 0.47 0.40 0.188 0.251 5.00 6.67 1.25 1.67 557.83 556.83 98.50 0.013 1.02 15 6.51 4.51 0.36 includes roof 3 134-1 D4 0.00 0.00 0.000 0.251 5.36 6.55 0.00 1.64 553.00 549.93 24.90 0.013 12.33 15 22.68 11.36 0.04 D2-1 D2 0.08 0.80 0.064 0.064 MID 9.08 0.58 0.58 552.10 548.77 45.52 0.013 7.32 15 17.47 6.98 0.11 - . . . . . . . . . i . . . . . . i Pipe run: E . El 5 E14 0.20 0.50 0.100 0.100 5.00 6.67 0.67 0.67 1 561.57 561.27 43-10 0.013 0.70 15 5.39 3.13 0.23 E14 E13 0.00 0.00 0.000 0.195 5.23 6.59 0.00 1.28 561.17 560.25 87.70 0.013 1.05 15 6.62 4.32 0.34 includes E14-1 E13 E12 0.05 0.60 0.030 0.453 5.57 6.48 0.19 2.94 560.15 559.24 70.50 0.013 1.29 15 7.34 5.69 0.21 includes El 3-1 &roof 1 El 2 El 1 0.01 0.70 0.007 0.884 5.77 6.42 0.04 5.67 559.14 555.96 132.40 0.013 2.40 15 10.01 8.50 0.26 includes Gl & HI El 1 E10 0.18 1 0.75 I 0.135 1.272 6,03 , 6.34 0.86 8.06 555.86 1 553.90 112.40 0.013 1 1 14 18 13,87 1 7.94 0.24 1 includes Fl El 0 E9 0.12 0.80 0.096 1.368 6.27 6.27 0.60 8.67 553.80 550.00 108.50 0.013 3.50 18 19.66 10.84 0.17 E9 E8 0.17 0.80 0.136 1.504 6.44 6.22 0.85 9.35 549.90 548.90 29.40 0.013 3.40 18 19.37 10.85 0.05 E8 E7 0.31 0.80 0.248 1.762 6.48 6�21 1.54 *1 M7 548.80 547.06 84.50 0.013 2.06 18 15.07 9.37 0.115 E7 E6 0.15 0.75 0.1 13 1.969 6,63 6,17 0.69 12,14 546.96 544.49 83.80 0.013 2.95 18 18.03 10.99 0.13 includes E7-1 E6 E5 0.12 0.75 0.090 . 2.157 6.76 6.13 0.55 U22 544.39 542.88 52.00 0.013 2.90 18 17.90 11.10 0.08 includes E6-1 E5 E4 0.12 0.65 0.078 2.235 6,84 6.1 1 0.48 13.65 542.78 542.05 39.80 0.013 1.83 18 14.23 9.17 0.07 E4 E3 0.11 . 0.75 0.083 3.097 6.91 . 6.09 0.50 . "I 8.86 541.95 541.20 35.30 0.013 . 2.12 24 32.97 . 10.93 0.05 . includes E4-1 E3 E2 0.05 I 0.90 0.045 3.142 6.96 6.08 0.27 19.09 541.10 534.00 86.50 0.013 8.21 24 64.81 18.00 0.08 E2 El 0.00 0.00 0,000 3.142 7.04 6.05 0.00 19.02 531.00 529.00 44.00 0.013 4.55 24 48.23 14.50 0.05 E4-6 E4-5 0.19 0.70 0,133 0.133 0.00 9.08 1.21 1.21 561.10 557.10 33.40 0.013 11.98 15 22.36 10.35 0.05 E4-5 E4-4 0.17 0.60 0.1 02 0.235 0.05 9.04 0.92 2.12 557.00 555.60 I 84.50 0.013 1.66 15 8.31 5.73 0.25 E4-4 E4-3 0.00 0.00 0.000 0.235 0.30 8.87 0.00 � M9 555.50 552.10 138.20 0.013 2.46 15 10.13 6.69 0.34 E4-3 E4-2 0.29 0.55 0.160 0.395 0.64 1 8.65 1.38 3.41 552.00 547.10 176.70 0.013 2.77 15 10.76 . 7.94 0.37 . E4-2 E4-1 0.70 1 0.55 0.385 � 0.780 1.01 8.43 3.24 6.57 547.00 546.10 30.00 0.013 1 3.00 15 11.19 9.56 0.05 E4-1 E4 0.00 0.00 0.000 0.780 1.07 8.40 0.00 6.55 546.00 542.05 70.70 0.013 5.59 15 15.27 12.15 0.10 E14-1 E14 0.19 0.50 0.095 0.095 5.00 6.67 0.63 0.63 564.57 . 561.27 26.30 0.013 12.55 15 22.88 8.42 0.05 El 3-1 E13 0.05 0.60 0.030 0.129 5.00 6.67 0.20 0.86 560.65 560.25 20.00 0.013 2.00 15 9.14 4.69 0.07 includes roof 2 . . E7-1 E7 0.14 0.75 0.105 0.105 5.00 6.67 0.70 0.70 547.56 547.06 29.50 0.013 1.69 15 8.41 4.28 0.11 j E6-1 !! E6 0.13 0.75 0.098 0.098 5.00 6.67 0.65 0.65 1 544.97 544.49 1 29.90 0.013 1.61 15 8.18 0.12 1 1 1 1 - Pipe run: IF F3 F2 0.13 0.75 0.098 0.098 5,00 6,67 0.65 0.65 558.44 557.13 66.30 0.013 1.98 15 9.08 4.50 0.25 F2 Fl 0.13 0.80 0.104 0.202 5,25 6.58 0.68 1.33 557.03 556.45 22.70 0.013 2.56 15 10.33 5.93 0.06 Fl El 1 0.06 0.85 0.051 0.253 5,31 6,56 0.33 1.66 556.35 555.96 36.90 0.013 1.06 15 6.64 4.63 0.13 includes Fl-1 Fl -2 Fl-1 0.08 0.85 0.068 0.068 0.00 9.08 0.62 0.62 557.01 556.76 35.50 0.013 0.70 15 5.42 3.05 0.19 Fl-1 Fl i 0.12 1 0.80 1 0.09E . 1=64 0.19 1 8.94 1 0.86 1 1.47 1 556.66 556.45 1 27.65 1 0.013 1 0.76 15 1 5.63 3.97 1 0.12 1 1 1 1 1 1 , I I I I . I I I I I I I Pipe run: G (33 62 0.28 0.80 0.224 0.224 5.00 6.67 1.49 1.49 564.10 562.95 37.50 0.013 3.07 15 11-31 6.64 0.09 G2 Gl 0.12 0.60 0.072 0.296 5.09 6.63 0.48 1.96 562.85 560.19 96.25 0.013 276 15 10.74 6.76 0.24 G1 A7 0.01 0.90 0.009 0.305 5.33 6.56 0.06 2.00 560.09 559.24 36.50 0.013 2.33 15 9.86 6.40 0,110 Pipe run: H H2 HI 0.05 0.85 0.043 0.043 5.00 6.67 0428 0.28 564.17 559.77 59.50 0.013 7.39 15 17.57 5.19 - 0.19 - Hl A7 0.09 0.85 1 0.077 0.119 5,19 1-1 0.79 1 559.67 559.24 9.00 0.013 ,78 15 14.12 6.27 0.02 1 P, I I I Pipe run: 1 15 14 0.28 0.60 0.168 0.168 5.00 6,67 1.12 1.12 542.50 541.45 72.60 0.013 1.45 15 7.77 4.56 0.27 K 0 0.17 0.60 OA02 0.270 5.27 6.58 0.67 1.78 541 M 540.55 29.40 0.013 2�72 15 10.66 6.65 0.07 13 12 0.11 0.80 0.088 0.358 5.34 6.55 0.58 2.35 536.45 532.90 33.16 0.013 10.71 15 21.14 9.58 0.06 12 11 0.00 0.00 0.000 0.358 5.40 6.54 0.00 2.34 529.00 528.00 17.17 0.013 5.82 15 15.59 9.52 0.03 �- 0-1 . 0 . . 0.19 , 0.85 ----[- . 0.162 0.162 . 5.00 , 6.67 , 1.08 . , 1.08 . T� �250 , 540.55 i 72.64 0.013 . 9 2.68 v 15 ]D� �58 . 5.59 . 0.22 . . i i i I I I 7t= 1 i i i ! i ! i i i I I I Pipe run: N N8 N7 0.22 0.65 0.143 0.143 5.00 6.67 0.95 0.95 535.75 534.49 30.30 0.013 4.16 15 13.17 6.58 0.08 N7 NIS 0.16 0.60 0.096 0.239 5.08 6.64 0.64 - 1.59 534.39 531.10 89.80 0.013 3.66 15 12.36 7.08 0.21 w N5 0.09 0.75 M68 0.307 5.29 6.57 0.44 2.01 531.00 530.56 52.00 0.013 0.85 15 5.94 4.43 0.20 includes N6-1 N5 N4 0.11 0.75 0.083 0.389 5.48 6.51 0.54 2.53 530.46 528.91 108.00 0.013 1.44 15 7.74 5.73 0.31 N4 N3 0.29 0.80 0.232 0.621 5.80 6.41 1.49 3.98 528.81 528.58 45.50 0.013 0.51 18 7.47 4.25 0.18 No N2 0.06 0.75 0.045 0,666 5.98 . 6,36 0.29 4.23 528.48 527.99 98.00 0.013 0.50 18 7.43 4.27 0.38 w Nl 0.30 0.80 0.240 0.906 6.36 6.24- 1.50 . 5.66 527.89 527.50 77.00 0.013 0.51 18 7.48 4.68 0.27 N6-1 N6 0.15 0.70 0.105 0.105 5.00 6.67 0.70 0.70 532.00 531-10 128.50 0.013 0.70 15 5.41 3.27 0.65 PHASE 1 1 1 1 . J-1 I . Pipe run: P PIS P5 4.50 0.30 1.350 1.350 16.70 4.33 5.84 5.84 539.00 537.10 18.61 0.013 10.21 15 1 20.64 14.47 0.02 P5 P4 0.00 0.00 0.000 1.350 16.72 4.33 0.00 5.84 537.00 532.00 125.65 0.013 3.98 15 12.89 10.24 0.20 P4 P3 0.87 0.50 0.435 1.785 16.93 4.30 1.87 7.68 531.90 530.57 60.15 0.013 2.21 18 15.62 8.75 0.11 P3 P2 0.22 0.50 0.110 2.003 17.04 4.29 0.47 8.59 530.47 530-17 29.77 0.013 1.01 18 10.54 6.68 0.07 P2 Pi 0.16 0.75 0.120 2.123 . 17.11 4.28 0.51 9.08 530.07 529.50 49.90 0.013 1.14 18 11.23 7.09 0.12 I . - P3-1 I P3 1 0.27 1 0.40 1 0.108 0.108 5.00 ji 6.67 1 0.72 1 0.72 1 532.61 1 530.57 1 51.73 1 0.013 i 3.94 1 15 1 12.83 1 5.64 1 0.15 1 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - - -M..-- --% I I . I . I - -- --- -- � - I - , -- - - -- � ---, � � n- �, I - -11, I , - , I , . . 1 �,- . .... ....... , I,:, - .1 - 1'1�'1111 , - - --, , �- I I - "" � � �-3 -78,- n _- 11 1� , �, �� - ------ �; j!T;�,,:�i�W � -1 �V,AA - - - - , : 11 1;-� - 1- �--'-.--� �-- ,��,� -- e :� - ; � I - � - - - � k I - - I 111-- z� z �'. -'�t6 " . , -- I - I -10 � �, I 1W, -- - I I 11 - -11 1. , ,,,,, - -'- - - 1� I --- � I - �; . � I - � , � A M 6 -- 1-11 � , , � ;,�' - :� �j -- -' 371M; 5] ���94'0�--� I , k��4,,,-,,,�;�&,�, ���!t K !240,�d�IJV,��J,,'I�;5�61: fQO��O] 66.70 [�,�,,,"�6400:j�] �,',.,�:544.69�4': I 1.00 1 42 1 0'61,�� � -�'-`, 1'11�-'��"', -11 - I , ,%35 - _ 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com (3 �-;> < Z Z :u�ji (D (5 0 01-0 Z > Lij - 2 < � �-- Z Z < :D -j 3: 0 0- 0 I-Ij Ljj �-- __j M u,,) (D <2 0 ILL] Z r-i -j < Y) < W ;7 0 �-- < �-- ZD n 2 0 0 U.1 0 < Z 0� 0 VVH Op pl�l *5��-� 7 �, ��- - ,� N, �-f�o /- I I 1-1 I (E !7 Alan G. Frw"n �Id 11c. No. 35326 0 r-� 'O 11q1, "" ' ��' �" I IPSZONAL ��% SCALE: NONE ISSUED: 05-02-11 REVISIONS: I SHEET OF 23 I 550 540 530 520 510 550 540 530 520 D N8 ' VDOT STD. DI-2 - --------- ! ----------- -------------- -- ---------� -------- --! - ---- ------- - -I ---- --------�--- I - __ --ST SD N6 ! STA 13+80.42 SD N7 RIM STA 14+78.42 I�IV. 542.52 OUT 535.75 1 i SD N2 j I I SD N3 ' STA 11+74.93: I SD N4 ; STA 12 i---------- I 20.42 I I I VDQT 13+28.42 STD. DI-2B j VDOT ST RIM 538.0 . DI-2B I--- - - ---- VYDOT ST 1 E RIM 542.83 - I ! I SD N1 STA 10+00.00 E STA 10+76.Y5 E�CISTING PROPOSED GRAD GRADE � I VDOT STD. D!-2A €€I ! I VDOTTD. DI-2B ! i ! ( RIM!536.46 I I INV. IN 5311.10 (N) Il I I INV. IN 53 49 1 I I PIPE THROUGH WALL 1 VDOT STD. RIM 532.50 IDI-2C { RIM 533.75 RIM 53 �! 1.00 { I INV: ! IN 530.56 INV. IN 531 1 10 (N6 1) 131.00 4 I INV. OUT 534.39 j I ! W/ VDOT --RIP-RAP-Q ` PROTECTION STD. EC-1 UTLET -- ( ( ! INV. IN 527. - -- INV. OUT 5�89 ° 9 ---_ ----! I --- _-_ I ------- I !INV. IN 528.5& INV. OUT 528.48 3--------- { INV. IN INV. OU ! �28.91 ! T 528.81 I _ ! -- I----- ------------ -__�-_ I - 1 INV 1 ---- OUT 530.46 - -- - --! I I ( -' - - INV. OUT ; ------_---- �- - -- �----- -E --- _ f _ - - _ - _ I - -- - --- INV. OUTl527.50 i f f ° ---1--------- ----' - = --- I 8. 0 F 8 --- ! R P @ 0.50 0 , -- 1 @ I { -- - -- ----- I 12„_M.1N.Il�d --- - U-M----- - SEPA TION I RA 3C .00 LF OF 15" --------------- - - ---- I 1 { F 0 L �_ R- 4 0 - - `' _ - zQ 8 5 q ---- -------; - --------- 12" MINIMUM' --- - --- --- -- I - - - (- - ( SEPARATIO I TYP. { ; I TYP. E I I I _ ---- ' ---- '---- ---- _(_- E I w J ~ J ~ W U J ~ J k w J �w- IJ fw- U J �` H I J fW- Ci I J H U 0 i ---- T -� I > I Fw- I -- ; ---- F-- - ---- W wcf) W �- H �- H w I W >- fd- 4u Fa- � F¢_- w o �¢ W >- rY H' ; I >- 2 H W cn W {- H (u cn >- fY I 1 } �' w Z J 2' � W W w I f� z J i Z z f- Z z w Z Z ►-- I- ► �- �- W Fa- Z Z Z Z Z _U) � I !_ i00 -11 U-t-UU I "I +UU STORM J1J RAIN N9 SCALE: 1"=20' H; 1"=10' ._._._._._._._._._._._..._.___.-------- .7._-._._._......._.__....._._._.__._._._......._._ I V _.............. ................................. .._...._.._._--------- _-_.-__---------------- ------------ _______._._____-._.___.-..............._._......._.._._.___.....___._._._._...._._._.__._._..._.._._.__.__.....__ ........... ._._._.........._ I ._----------- _._._. 1 ' SD-N6 I SD-N6-1 STA 10+90.00 ! STA 11 +28. 0 _._._._._._._._..._.___--- ------- ...._..__.__..._.......-.-VDOT ST`D.. D1-2B-- ................._-.__._._.- ._._.._._.__.. _. V _ . k DOT --STD ;DI-2B ------ ...._...._._.___.�55 RIM 538.0 I RIM 538.13 INV. IN 531.10 (N) EXISTING GRADE j INV. OUT 532.00 INV. IN 531.10 (N6-1) PROPOSED GRAD INV. OUT 531.00 .................... ............ ... _..... ....... ._._._._......._. z _____--- ___ ________ ....... ... ...... ............. ........... _________ ....... ! _______-______ � 1 - -- ......_..._..........__ ___ _ .._.... _........... '----- -- ------ 10 F-1 RCP 0 a.7 ° ------------- _.__._._._....__._.___._._.. __.............. __._._._._._._._...._----- -------- __._._. _. .................. _ ___._. �� 53 12 MINIMUM SEPARATI Of)I � ! � � TYP. E E I W F- W U W I-- W I- W U W E- tL I Q _ w _ w w �- w Q Q a Q a a co _._._...._...__.................._ ..._._..._.. .. _._. ........._._...._...._..__..___.__�.._ ............... ... ... -. .......... --.--................ _.................... _........ 10+00 11+00 STORM DRAIN 9N6-P9 SCALE: 1"=20' H;1"=10' V 550 540 530 SD P3-1 STA 10+5'.73 VDOT STI I. DI-213 RIM 537.E SD P3 INV. OUT 532.61 - STA 10+00.Q0 { VDOT STD. RIM 537.07 DI-2C ! I ! INV. IN 530. 7 OUT 50.47 -INV. - - - - - - � 15" RCP @ 3.94%, � I Of 51.73 LF i I I { i 10+00 10+40 STORM DRATN T3 9 SCALE: 1"=20'H;1"=10' V 12+UU 0 560 0 550 0 540 D 530 550 540 Mi 13+00 14+00 15+00 550 540 530 520 510 ._._......-.--..---.--...._.__._._...._._.__..._._._.....__._._._._._._._____.........__.ii____._....._.__.-----_._.....---_._.11...__.__.._.__.__.___.__-._._......._...._.._________.---.---..___.._._.____._......._.___._-.------.-.----.....__.--.-.-.-.--.---._____.,._._._._.._._....___._._.___._._...._..._....._._._._._._..._._._._._.-----__-.---._._._.___.._._._._.___._.__.__---.-.-.-.-.__-._.___._----._-----______._._.,_.__._._......_._.__._._._....___._.._._._---_____-.__.....__._._._._._.......-.----._.-.-.--.--._...._...____..........._.___.__.__.___._._._...._......_....._.._.......__...._._._._._._._._.____...._.___._.._-._._._._._.__._.____._._._....__ i i i SAD P3 1 I i STA 13+04.08 E� ISTING GRAD VDOT STD. DI-7 i P OPOSED G E j I RIM M 546.00 I I V. OUT 539.00 (.__.___._._...._._._._._...._._._._._.__._._._.._._._._._....__._._......._.__....__.-.--.-._-.__._._.I._...__._._._._._... . ......_-------_-_...._...----------._._._._...._......_............ - - .._._._..._._._._-_.__.._..._.........._.__.._.__._._._._......... - ----_ - -_- - - --- - -- -- -- _._.. _ I SD P2 SD P3 SETA 12+85.47 STA 11 +519.82 I S4 P1 STA 10+69.91 E STA 10+199.67 VDOT STP. DI-5 V DOT STD. MH-1 STA 9+87.69 VDOT STD. 0I-2C VDOT STD. DI-2C R M 542.00 i ! VQOT STD. ES-1 RIM 537.07 RIM 537 07 NIV. N 5g2.00 INV. IN 537.10 W' VDOT STD. E -1 INV. IN 530.17 ! INV. IN 30.57 INV. OUT 537.00 ' i IN_.._......._._._.._...._.___._...._....__._...........__._____._._._.__...........__.____-.--._..._ ... ___ ... ... V. OUT 531.90 RIRAP OUTLET! INV. OUT 53 .07 ! INV. OU -.--.-.----- _. _ .__._._.-.-.-.--.-.-.-.-.-.-.-- ._._.f. _._.___.__._._................- _- .--.----.....__.__._._ __._.___._.__._._.--_----._._.__._...._._._._._.............__._.___._....-.-.-.--.---._._._.__.___._.._._._.___.._.._.__.__._._.........._...._. P OTECTION _-----I-----------I I INU. OUT 529.13 I I ` ( l I._._._.__ --- .__......... ._........... _-------- .-.-.---.__.................................... ._ 4!5 12" SEP.!TYP.'8.61 LF OF 24" oIRCP@10.21/0._._._...._...._._._...._._._._._._.___._._ 7 LF OF 24" 60.15 LF OF 24' RCP @ 3. 8% f 82.21 LF O 24" � 29.7` i w RCF @ 1.01 % RCP @ 2.21 % STONE 4RGY ! RCP @ 1.1 % F- DISSIPAT , R TO BE I I DETERMINED IN FIELD I w ao _ 10+00 11+00 12+00 13+00 STORM DRAIN T9 SCALE: 1"-20' H:1"=10' V 1 9 10 % 560 550 540 530 11 'Mwl�'q m 'I 'I IM INNIVIA WIN 'A E, A MA E , A ILE IN, A mm IVA " w"Alimmimorm INA I WN 4 o 1 �8 IVA qLAWOW � a p AV FAMI, A 9 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com z w J w z 2 O� o J> o � a z Z z ::D 0 a U � Li H 0 �I Q o W Y) Q rx or G � r �r Alan G. Franklin Uc. No. 35326 W Nt NA L SCALE: AS SHOWN ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- ACSA COMMENTS 2. 08-02-11 -ADJUST STORM 'P' SHEET OF 23 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com L I'H OF L vo 7 Alan G. Franklin ��, Lic. No. 35326 W O �4Z4 NA L SCALE: NONE ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- ACSA COMMENTS 2. 08-02-11- ADJUST STORM F SHEET [film] Alan Franklin PE, LLI Civil and Site Plan Engineering COUNTY CALCULATIONS TREE CANOPY (REQUIRED BY ZONING): A. REQUIRED: Acres Phase 1 Site Acreage: 4.612 Farmland Credit: 0.000 Recreational Credit: 0.000 Open Space Credit: 1.267 Public Land Credit: 0.000 School Recreational Areas Credit: 0.000 Open Space Amenity Credit: 0.000 Preservation Credit: 0.000 Agent Approved Credit: 0.000 Basis for Canopy: 3.345 Equation: Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy Al. Basis for Canopy 3.345 Min. Tree Canopy Requirement: 20% (see Section 32.7.9.9.b) Total: 0.669 Equation: Basis for Canopy X Minimum Tree Canopy Requirement for project = Total B. PROVIDED: Acres Preserved Area: 0.000 Bonus Factor 1.25 Total: 0.000 Equation: Preserved Area X Bonus Factor = Total C. BALANCE: Acres Tree Canopy Required no Re Al : 0.669 ( ) Tree Canopy Preserved (B : 0.000 Additional Canopy Required: 0.669 (29,142 SF)- SEE SHEET 39 FOR CANOPY PROVIDE[ Note: If Additional Canopy Required is negative then NO additional tree canopy is required. If Additional Canopy Required is positive then additional tree canopy its required. Equation: Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (If Needed) ADDITIONAL REQUIREMENTS: 5% of Paved Area: Paved Areas: 38,734 sf (0.889 Ac Required: 1,937 sf (0.04Ac) 150 sf = 39 Proposed: 40 Trees + all shrubs adjacent to travelways and parking areas Screening: As Shown on plans via evergreen plantings. ARB: N required on this project. Not e q P J STREAM MITIGATION: Not required on this project. 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1"-CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 3. PRIOR TO ORDERING AND INSTALLATION A PRE -CONSTRUCTION MEETING SHALL BE HELD BETV--TEEN THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO SCHEDULE MEETING. 4. STABLIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZIED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO INSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULITPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE SIMILIAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE. 7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REEVALUATE AND ADJUST, IF NECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER. CONTRACTOR TO PRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL SHAPE UNLESS OTHERWISE NOTED ON THE PLANS. PERIOD OF ONE 1 ALL PLANT MATERIAL FOR 0 HALL COMPLETELY GUARANTEE 9. THE LANDSCAPE CONTRACTORS( ) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH H DIES, TURNS BROWN ORDEFOLIATES (PRIOR TOTOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE &REPLACED WITH MATE RIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. THE LANDSCAPE ARCHITECT MAY AT HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BE CONSIDERED AND GRANTED. 10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS BARE ROOT STOCK SHALL BE SOAKE D IN LIQUID ROOT PRIOR TO INSTALLATION ANY R K UNDER A MIST SYSTEM Q STIMULUS SOLUTION FOR ONE-HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED PRIOR TO PLANTING TO ENCOURAGE NEW ROOT GROWTH. 1-1. STANDARDS SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE PLANT MATERIAL FOR THIS I M RE N SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PROJECT. 12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TO ORDERING FOR APPROVAL. 1-3. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2-INCHES (2") IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. MULCH RINGS AROUND INDIVIDUAL TREES SHALL BE A MINIMUM OF 36-INCHES (36") IN DIAMETER. 14. THE LANDSCAPE CONTRACTOR SHALL CLEAR ADN GRUB ALL WEEDS DEAD TREES TREES 1-INCH 1" CALIPER OR LESS AND OTHER SELECTED UP TO 6-INCH (6") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2-3 INCHES OF THE R T SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA 0 0 THE LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A NATURAL AND UNDISTURBED CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN-UP EFFORTS FROM THE SITE. 15. ALL TREES AND SHRUBS SHALL BE ALLOWED TO REACH MATURE HEIGHT. ANY ROUTINE PRUNING SHALL BE DONE ONLY FOR CORRECTIVE MEASURES. 16. INSTALLATION OF ALL TREES SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FOR THE SPECIFIC SPECIES. CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE. 17. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER'S REQUEST. ANY CONTROL BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. GENERAL LANDSCAPE NOTES PLANT CANOPY CALCULATIONS E LARGE DECIDUOUS TREES (50'-70) (Shade and/or Street) E j T- r i Botanical Name Common Name Minimum Caliper or Height Height at Planting Growth over Years Total Height Ratio of Width Total Width_ Qty. 10 In 10 Years to Height In 10 Years Area of Canopy Total Area of Canopy (Min. Cal./Ht.) W (Y) X + Y = T (R) (R) T = D (D)12* 3.1414= Qty, x Area of Canopy (SF) Acer rubrum & cvs Red (Swamp) Maple (Oct Glory, Red Sunset) 1 (11/2" 13/4" Cal) 10 20 30 0.75 22.5 397 397 Magnolia grandiflora & cvs Southern Magnolia (Edith Bogue, Victoria, Little Gem) 6 (6 8) 7 10 17 0.60 10.2 82 490 i Betula nigra "Heritage" "Heritage" River Birch 4 (10'-12' ht.; clump) 10 15 25 0.90 22.5 397 1,590 Cercis canadensis & cvs. Eastern Redbud (Alba, Forest Pansy, Oklahoma White, Texas White) 7 (6'-7') 7 10 17 0.74 12.58 124 870 _ Liquidambar styraciflua "Rotundiloba" Rotundiloba" Sweetgum- 1 (11/2"-�13/4" aCal.) 12 �15 rt 27® 0.60 - 16.2 206 206 f Metasequoia glyptostroboides Dawn Redwood 1 (10' - 12' ht.) 10 25 35 0.25 8.75 60 60 - Platanus occidentalis American Planetree (Sycamore) (y ) 2 4 ii 1 3 2 - 4 I. (1 / 1 / Ca) 1 2 35 47 0.85 39.95 1253 30,069 Quercus phellos Willow Oak 2 (11/2" - 13/4" Cal.) 11 20 31 0.70 21.7 370 739 i 34,421 ORNAMENTAL TREES (20'-40) Minimum Caliper or Height at Growth over Total Height Ratio of Width Total Width Botanical Name Common Name Qty. Height Planting 10 Years In 10 Years to Height in 10 Years Area of Canopy Total Area of Canopy (Min.Cal./Ht.) W (Y) X + Y= T (R) (R) T = D (D)^2 3.14/4= Qty. x Area of Canopy (SF) Amelanchier x grandiflora & cvs Serviceberry (Autumn Brilliance, Robin Hill) 5 (6'-7' ht.; clump) 7 13 19.5 0.66 12.87 130 650 Corpus florida & cvs. Flowering Dogwood (Cherokee Princess & Chief, Cloud Nine, Rubra, 8 (6'-7' ht.) 7 10 17 0.74 12.58 124 994 i Kousa Dogwood (Celestial, Constellation, Heart Throb, Rosabella, Summer„ _ Cornuskousa & cvs._ Stars)_ 1 (6'-7' ht.) 7 8 15 0.85_ 12.75 128 128 Lagerstroemia indica x cvs. _ Crapemyrtle 1 (6'-7') 6 w� 9 15 0.66 � �9.9 77 � 77 I a 1,849 M «�V«µ BROADLEA VED EVERGREENS (Screening) ANDORNAMENTAL i i i r, Minimum Caliper or Height at Growth over Total Height Ratio of Width Total Width Botanical Name Common Name Qty. Height Planting 10 Years In 10 Years to Height In 10 Years Area of Canopy Total Area of Canopy (Min.Cal./Ht.) (x) (Y) X + Y= T (R) (R) T = D (D)"2 3.14/4= Qty. x Area of Canopy (SF) Cedrus deodara Deodar Cedar 1 (4'-5') 4.5 20 24.5 0.55 13.475 143 143 I ni ri� japonica. Cr tome a a o ca & cvs Yp J P _ _ r om ri (Black Dragon, Y 'nB C t e a ac a o Yoshino, en Franklin YP ( 9 ) 22 4 5 ( ) 5 20 2 5 - 0 50 12.5 123 2 �698 , Myrica penslyvanica Northern Bayberry 36 (11/2'-21/2') 3 3 i 6 0.80 i 4.8 18 651 «„ _ Picea abies Norway Spruce 35 (4'-5') 4.5 10 14.5 0.50 7.25 41 1,444 qj3 9 i 4 936 DECIDUOUS SHRUBS (3' 30)-aw- f Minimum Caliper or Height at Growth over Total Height Ratio of Width Total Width Botanical Name Common Name Qty. Height Planting 10 Years In 10 Years to Height In 10 Years Area of Canopy Total Area of Canopy (Min.Cal./Ht.) W (Y) X+ Y= T (R) (R) T = D (D)A2* 3.1414= Qty. x Area of Canopy (SF) i im Aronia arbutifolia Brilliant ss a Brilliant Red Chokeber ry 17 1 1 1 z / 1 5 t 6 0.50 D 3 7 -�_ 120 Forsythia x intermedia & cvs. Forsythia (Lynwood, Spectabilis, Spring Glory) 37 (1' 11/2') 3 2 5 0.90 I 4.5 16 588 Hydrangea quercifolia & cvs. Oakleaf Hydrangea (Alice, Snowqueen, Ellen Huff) 42 (1 --11/2') 1 4 5 0.90 4.5 16 1 668 4 i 1 3 76 l I T i Grand Total: 1 36 6 0 PHASE 1 PLANT LIST Label Sci n ificNm.._a..m..e � _. -ro_--CommanN me Q uantlt Cal ierH_.u.re_ l9 _ ,h .t Root C,.�o,m.�rmen is _ Y r�IAA (Amelanchier arborea'Autumn Brilliance' Autumn Brillance Serviceberry 5 1-1.5" B&B ,Multi trunk(3 5 trunks); dense, uniform branching i _ �.�.,�..�.,.,,, ,.u_..__�_� i r ( r_. �w AB Aronia arbutifolia Brilliantissima Brilliant Red Chokeberry 17 I I i 3 G I Dense form; healthy color; uniform branching; 5 O C i�,rororo...�•rororo � .. ... rubrro�.�.a�... 1 1.5-2 B&B I Strai ht trunk; branching begins at 3 , balanced head r Glory' r for Maple A Ac r rubrum Octobe G o October G 1 0 e Y Y p g r I BB 'Magnolia grandif lora 'Bracken's Brow n Beauty' Bracken's Brow n Beauty Magnolia 6 I 4' B&B I Full to ground, branching .,...�.,.. �, BN Betula nigra'Heritage' Clump River Birch 4 1.5-2" v B&B Multi -trunk (3-5 trunks); dense, uniform branching i CC l Cercis canadensis Eastern Redbud 7 1-1.5" I l 15 G Straight trunk; branching begins at 2'; balanced head i.rov. ,.roroar,wro .��,ro,.M,, CD Cedrus deodara Deodar Cedar 1 4' B&B Full to ground; dense branching, straight, pyramidal form -- - __ CF Cornus florida 'Cherokee Chief Cherokee Chief Dogwood 8 11-1.5 B&B Straight trunk; branching begins at 2'; balanced head ro�a.,��,..M„ ,,.,�M,a. �a,uroaa. aa,•,.�wa.a � ... CJ �Cryptomeria japonica'Yoshino' Yoshino Japanese Cryptomeria i 22 4' 15 G Full to ground; dense branching, straight, pyramidal forme CK Cornus kousa 'Stellar Rink' Stellar Pink Kousa Dogw ood 1 1-1.5" B&B 1 Straight trunk; branching begins at 2'; balanced head .. ,.. .� ..............:.... ....ro,....w,:,.,u,., ....,,..aw,.ro.,...... .u....,.,,µ,.,..,...r..,w.,..aa,..ro~..u.M,..., .,:.....,, ,.ro�a..,,.�a.a�,.vaw,..,u�.w„3 I CS i Cornus sencea Red -osier Dogwood i 30 rl i 3 G IDense form; healthy color; uniform branching, 5' O.C. Calycanthus floridus 'Athens' Athens Common Sweats3GCY Dense form; healthy color; uniform branching; 5' O.C. t : ' FI Forsythia x intermedia'Spring Glory' Spring Glory Forsythia 37 1 3 G r ense form, healthy color; uniform branching; 5 O C i ��.rorowwro>w,,.M<.r,. .,.r.....,.,.»...mro,�,.,row.,,�..,.ro,�„�:ro,,.,,ro.,ro,:,<-...,,.�..,...,,.�,K,-d..,<,a.,ro.,..•,,.,�..,,.,n,.roro,.roro,..,roaro,,,,..�.,�,ro4.,,.�u-y...�,,.�,...�.�.,,,.ro..�,.,�-,:.,.,._.....�..,..,.,..,.�,-,..,,,..,.ro,.�,.,.,,�...:._�_.,._,.,�,ro>.5,..,.,,...,-ro,-..ro.�,.�,..ro,.�.,,-a,,...,.,�Y,..ti._:.,.� ro,,.,..�,,,.,m., � �.,r•,ro,ro,,,�...w .,.., ,.��.,,.�,,,.,.,,ro„rorro.�� .,roro,,�rorq ,.,...,�.,�,,.�,»�.,>w.�,,,.,,, ,,,ro.,ro. ,,..�v,.�,�,,,.,,,r. ,,..ro��w,.a.,�r,,.,v<,,.,.� ,w.��,.roro,,,.roaw�.. ,ro,�wro,,ro,..,x,,.x�,<, ro,., ,_._ i HQ Hydrangea quercifolia 'Alice' Alice Oakleaf Hydrangea 42 3 G I Dense form; good color; well rooted in pot; 4' O.C. i i LI I La erstroemia x 'Sarah's Favorites' indica) Sarah's Favorites' Crapemyrtle 1 1-1.5, B&B Multi -trunk (3-5 trunks), dense, uniform branching g ( �LS ILiquidan-bar styraciflua'Rotundiloba' Rotundiloba Sweet Gum 1 1.5-2" B&B Straight trunk, branching begins at 3', balanced head .....wud W _,..w,,,, MD 1 Metase uoia I tostroboides Daw n Redw ood 1 1.5-2" B&B Dense form; healthy color; uniform branching q 9YP � l I � MG , Ma Magnolia grandiflora Little Gem Little Gem Magnolia 6 � 4 B&B ]Full to ground; branching 9 --- T_ 36 3 G =Dense form; health color; uniform branching; 5' O.C. AMP Myrica pennsylvanica Northern Bayberry �µ � I Y g� I � _ 3 MS Miscanthus sinensis 'Gracillimus' Maiden Grass (clumping) 14 3 G Dense form; healthy color, uniform branching, 5' O C. ,waaww .>....ww, „ar ,,.,r,„ ,r,rmarw ., MV Magnolia virginica'Australis' Australis Sw eetbay Magnolia 4 4' B&B I Multi -trunk (3-5 trunks); dense, aniform branching MZ : Miscanthus sinensis � Strictus' Zebra Grass (clumping) 5 3 G Dense form, healthy color, uniform branching, 5' O.C. j ., _ . � ,...,.a�., a wu.rw. a � ....,.ror�._w ........�,.,._� i PA I Rcea abies Norway Spruce 35 4" Y B&B Full to ground; dense branching, straight, pyramidal form a a PO Platanus occidentalis S camore 24 ' 1-1.5" �M B&B Straight trunk, branching begins at 3', balanced head Y L I ..mM�..,..._.., 5-2 9 1B&B Straight trunk, branching begins 3 I 3 QN Quercus nuttallii Nuttall Oak � � . I � i ragncng s a,rebalanced head . e^� �...,...,... r... � � _ �,ro�.arorororororor �.� � ........,,.��..�...rorora.. pros,. � .... ,��.9 �,.,�,�,,,.�,�, r._.�,�,......, ,.,ro...��,,,.,w , .wa.,�,.-...,a-a.�.�.,� ro , .,,,.,. ,,.,�a,..,.aro,..�..,.,.a ro,a.,,,,,,.,�,,�,.,.,w.,...�a.,,,3rm,�,�,,.,._a,..�.��,, F.a,,,....�,a.,,..wKK„ro�...,�.,•,�,w ,.a�,,..� RC I Rhododendron catawbiense'English Roseum' English Roseum Rhododendron 44 3 G Dense form; healthy color; uniform branching; 5' O.C. °TC =Tsuga canadensis Canadian Hemlock 14 s 4' ' B&B (Full to ground, branching i�VC Viburnum x carlcephalum Fragrant Viburnum 1 70 3 G Dense form; healthy color; uniform branching; 5O.C. i VR_ Viburnum x rh tido hylloides 'Alleghany' Alleghany Leatherleaf Viburnum A 50 3 G ense form, healthy color, uniform branching, 5' 0 C Y px.ro ., r wr.... a WWro._ a w.. ..r,w l� ........� WO CO Willow Oak 2 11-2" form 1 ; B&B All plants from one source; healthy color; balanced f 427 Cranberry a Crozet, Lane roz L VA 22 932 434-531-5544 alan@alanfranklinpe.com LrH Or G? I cry Alan G. Franklin b Lc. No. 35326 WN O � ass ��ti I ONA L SCALENONE • . ISSUED: 05-02-11 . REVISIONS: 1. 07-15-11- ACSA COMMENTS 2. 08-02-11- ADJUST STORM 'P' SHEET OF 23 SEE INSET A FOR CONTINUATION Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com Lrx of y I Alan G. Frariklin Lic. No. 35326 W eel 1vA L, SCALE: 1" = 20' ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- ACSA COMMENTS 2. 08-02-11- ADJUST STORM 'P' SHEET OF 23 Alan Franklin PE, LLC Civil and Site Plan Engineering 56 55 54 53 52 51 -- - ---- - --- ------ - -- ----- , ---------- ----- --i--------------- ------------------- ------ --------- -- --- - ---------- - ------------------------- ----------_._----- ------------ ._...._..--- ----------- ------------ ------------------------ j ! ' NOTES: ( I ! 1. ALL 8" WATERLINE SH LL BE CLASS 52 DUCTILE IR N PIPE. I # ! ! FUTURE PHASE 1 ; f i 2 ALL 4" ATERLINE S LL BE CLASS 3 DUCTILE I N PIPE .-------------------I---------- ' I ! _ i ------------- -- ` i PH ASE 1 i S5 R ; - ----- -- - -------------- - - -- -' --- - --- - -- -- - - - i o --_ -------- - - ---------------------- -- -- -—`�"------ _ __ _ p 1 560 3. ALL W 'TER SERVICE ONNECTIONS SHALL BE TY E K COPPER TUBING. 3 ; i ! j PROPOS D 1 4. THE MI IMUM VERTIC L SEPARATION BETWEEN ;ORM PIPES AND WATERMAIN IS 12". 3'MIN. GEXISDEG GRADE115. THE MI IMUM VERT IC L SEPARATI N BEO TWEEN NITARY SEWER .......... _.__.___._._._._____.___._._._._._._.... _... � � ! WATER I N E I S 18 . i : t -=- - -i -- - -'--._._._.... --._...._._._._._._._._.__i_._....- - -- ._._.... --- - ...._._.... ---- - -- 0 ! t t !--._._...---------._.---------._._._._. I 4 t : : 550 ` 12" MINIMUM ( _ I ( , - — j 1 I- - ------------- - _ ; I _ -- ( r 6. 3 MINI I UM COVER R QUIRED OVE l CENTERLINE r F PIPE. I S E PA ___;_TYPE ! ! i e s ! � 1 \ S : s _ \ J \ 0 \, \r J ! : i � r —____—________._._ ._._._. t : r _ r , _ , , _ , _ \ r , \ r; , _ o _ -- -- - - — - -- - -_ - _ - - 540 18 MINIIVIUM \ _. ! SEPARATION - J : . 111 A S TYP. DUCT[E IRON PIPE I `\ ` i ' t i FILL REQUIRED AT ! ,�i\' \ \ �� i , 0 --- _-- ------__._-.,.___-- - - - -- - - ---- -- I -- --- ----- ---- -- --- - - — _ _ - -- - -- - - I i 95% COMPACTION !-- a._ i_.--------- ---- ! -- - --- - - ---- --- - -- --- - -- - ' 530 SEP TION ! ! ! i i- � t ! II -- - '• , �� .��� 18 MINIMUM xs i - ARA 12 MINIMUM W i J _ ; � I TYP. IL z w SEPARATION i ! I w = i aJ E7 ! Lu w Lu i u _ ❑w, z (.6 TYP. i j I r i- z I I ! U I W W W W W W Z - i j w I - __ ----------- -- E--- - -- ----- - -----� . >— -.W I U U U U _ U U U U U - w U z U _ U Z_ - � U Z I Z T W '1Of LLJ �. �.—qr. z w I cOf wn I I ❑ i ¢ ~ cwn cwn ai cwn w w Lu w w w ❑ w —. w I ---- w i ; ' ' w rY w w iu j �o z °� w w w w w w w w w w w w x ! i p ! LL O LU - Q I Z ! O j i f- 00 i H Z F- F- F- Z H Z I- f- ! F- I- F- U z - eon i = I - I in 00 C7 _ Q _ _ 5 > = S' -----_-- i i i j i i j LID Lr) 00 CD 51-0 11 20 11 60 12 00 12 40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16d WATERLINE ' E' STA 10+00 TO STA 16+20 SCALE: H: 1"=20' V: 1"=10' ---------------------------------- -- - ------------------------------- -- -- ----- ---- i ; � I ; I I! 560 -- --------------- -------------------------- _ -- ---- -------------. 560 i I i 1 ; t t 0 { I i 55 + - -----__________---.--.-.__-------.-.------_-_----_-_______.____----_--___._____...__.___..__ 550 0 ! ! t I � ; i 540- ----- ---- -- - _ __ ..._....____ ..... �_ J j I Lu i I ._._.__...._._._._.__._._.__..._._._...._.____._._._...._...._._.__._.__._._.—._.--.__.—;..._._.........._._...._......._._____..... _.____..............___._._....."_._._._._._.___.___.:......... L _._._....... 530 — I 12 MINIMUM Z co SEPARATION i TYP. j W a ! I w Lu i i z ! QU) 52-----`-- ----- - --- -- _ __..._............. _.... ---- -_! .._...._._.. -- -- --- __. _.__.... - - --------------- - __._._............ --N z------- _ 520 cc O w f- i O CO X = 51 N -_. --_ __._..- - --------------------- ---- _ __...__._ ---- ---------------------- -------- -- 510 ' W I t F40 16+80 17+20 17+60 18+00 WATERLINE 'E' - STA. 16+40 TO END SCALE: H: 1"=20' V: 1"=10' 540 530 520 510 500 NOTES: 1. ALL 8" WATERLINE SHALL BE CLASS 52 DUCTILE IRON PIPE. 2. ALL 4" WATERLINE SHALL BE CLASS 53 DUCTILE IRON PIPE. 3. ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPER TUBING. j---- 4. THE MINIMUM UM VERTICAL SEPARATION IETWEEN STORM M PIPES AND WATERMAIN 11 12". EXISTING 5. THE MINI UM VERTICALiSEPARATION BETWEEN 1 SANITARY SEWER AND WATERLI EIS 18". GRADE PROPOSED 6.3"MINIMUM COVER REQ IRED OVER I E-RUNC OF PIPE. GRADE- IN 4" CLASS 53 811 CLA --------- _ -- S 52 � ---------- -_. _ _______- C -----_--__.__.---- ---__..---____-� _ � DUCTILE IR N PIPE DUCTILE I IRON PIPE FILL REQUIRED 95% COMPACTION j AT 12" MIN MUM --r- _ - SEPA TYP. TION - -- - - - -- -- --- --- ---- — �`- i 18" MINIMU SEPARATION ! ! i TYP. 1 - 00 w Z ❑ w m �x ¢ o a0 J _j w Ly ¢ ¢ _. __._-.--- _ __--._._._._ w L4 ?> w cn u "i' Q cn w . ___ W U) Of w Q J w Q _ _ ____.._ w w co Q Z Z ❑ 2 � O F _ J W f- __.__ . _-___--- w _ w cn Q w¢ _--- W U) � w Q J w I- _. _ __---..____------ w W cn Q cn w U_ rY W U) Of w Q J w 4 J ___..__._.___-- w � w cn Q cn J w f- ¢ —.---- _ __— w i w cn Q cn w 14 w U __ . ----- rY u W � U) Of w "i' ~ ¢ j, J w H ¢ __ _____J __._ __. rr w w co Q cn w _ U rY W U) � w ~ ¢ r� __ _j LLI f-r ¢¢ - -------.--_._____..p! LLB z __ _ J W w -1 U _ Er _._-_� .._.__.._. w W W U cn � ❑ w Z Z F— W Q ¢ m cn o _ _ ❑ Z W m;¢ I N ! w U � rz Lu u) ,LL w �- r _ _ J W U Q i.0 J u _ .__.--- w w Zo❑ CO X - Z ao ¢ _ = _ LL U QT w-- U 111 w rY o = x 00 � CJ -.. Q _ J L.L w F- w¢ U J >_.-___� ..-_-- w W U) Lu W cn iw- z ¢ Q - r d — - J W I- ¢ w J U cL _._. — w ?� W w U) cn � z iw- ¢ ¢ - d --- w U_ _-_-� - W U) Of w ¢ - �- J W f- ¢ ; J -------_ . —__. w � w co z ¢ _ d - - w U_ W U) Of w ¢ - r w U ----_� W U) W tw- ¢ - -- _ _ _.... w❑ W_ cn z ¢ CO --� U d' ¢ m -- I { ! - — 10+00 WATERLINE T' SCALE: 1"=20' 1-1; 1"=10' V 11+00 12+00 1 rot tell] 540 530 520 510 500 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com z W w J U. 0 w Quj z W z � w Q z � � a Z w J Q 0 < z r..� m z � Q a W ``' C%) J Q w = Q � I'1I pr Alan G. Franklin Lic. No. 35326 W NA 1, SCALE: NONE ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- ACSA COMMENTS 2. 08-02-11 -ADJUST STORM 'P' SHEET OF 23 Alan Franklin PE, LLC Civil and Site Plan Engineering 550 540 530 520 510 560 550 540 530 520 NOTES: SS-ZD6 i 11. ALL PVC SANITARY MAIN TO BE SDR 35 PVC. I I ? i i i i i 2. ALL DIP SANITARY MAINS ITO BE CLASS 51 DIP. i � j j � � � � � 3 i � i STA 15+6.84 MANHOLE i 3. THE MINIMUM VERTICAL 4EPARATION FROM STORM DRAIN LINE 12. i RIM 539.T5 i i SS-ZD5 !� i S i i ,-----_, 4-THE-M{NIM�M VERTICAL- EPARATION FF�OM-WATERLINE-18-:__-__ i i _ � -------------55 S ZD4 - INV. IN-527 95- SS-ZD STA 1318.69 i 5. MAINTAIN 3 MINIMUM COVER. 3 I STA 12+26.16 I ; INV. OUT, 527.75 I ' i I i I EXISTING GRADE I ! ( ! i I i STA 11+61.62 i MANHOLE i 1 I MANHOLE ; RIM 534.33 ' i MANHOLE PROPOSED GRADE , i RIM 533.00 INV. IN 522.53 ! RIM 53�.00 I NV. 521.20 M INV. O T 522.33 i j t i INV. IN 520.20 ; } ! i I � � I 3 i ! i ! I V. T 21. I ! OUT 5 00 i ! 3 E f i i ---.--__�.____.____._._______._.._._______.__.__ - INV. ouT 520.00---------�___________ ___�_� __--.-.--_---.___- _ _ _ _ � � i s E SS -EX D1 (ArptCol-1-22) j SS-ZD2 70 STA 10+Q0.00 STA 10+5 s s i i ----_ -- ---;-----I------ ---8"MINIMUM-- --- MANH04E MANHOL 12"MINIMUM ' SEPARATION j RIM 521.00 i _ RIM 521.65 TYP. I 3 3 1 ; ! i i ' _ EPARATION INV. IN 51i .25 � } f i S i ._____-_._.iNV -IN 5� 6:05-..-_______._ __...___._._______.__-_ __.__-.______. _ _______._____._._._._.__....._ .__._._._____ - _ ._._._.__.._._._ __._.__. ____ __ _{._____. - ____.---._._._.._._._._-___. ____ _ _, _ - �- 61.09 LF OF 8; IP 2.42 / 53 j ! ! ! ! f f INV. OUT 517.05 I } ` TYP. ; ! i f18' MINIMUM ----;------; - - - � i ; 'SEPARATION ! "PVC 2.69% iTYP. t I 194.15 LF O 8 @ I I I i i IFO" PVC 1.28%° i 88.5 - - - -604 F OF 8" DIPi 1.32% E S i %f j! _ _ _..... .._._ ,._.__._._._.___.__._._._.__ __.__..,..._..-.__-___.__ _ _ _.___. , i � 97.92 LF OF 8 gIP_@LL _ ., E � 2 55.71 LF OF 8" DIP;@ 1.80 { j I ! J FILL; REQUIRED ATE i J ; J J J J J J J Q J J J J J J J J J J J J J J a I FILL REQUIRED AT }f 95% COMPACTION i }f ; }f }f �Sf q 3 i i g LL LL LG i LL ; LC E Z 9 i 3 i 95% COMP CTION j ; w z ; i w v w w w v w w w w w w w w w w w w u w w ; Z w ; w w s ;F- CL F- - F- F- F- - F- Fr F- F- F- F- F- �- F- F- F- i F- 1^ F- F- s - F- F- F- i i i i t _____.________._._...._._____.___.__________________, �_____________ ______ ____ ___.___.__________.___ .__ _ ._... __. __-_� _ g___-_�g __ __, g W g g , g , g J I1 -151 s i } p Z ! �- W } } s } W } } �- �- W Z } } �- } �- �- } �- �- i } } �- i Z �UPPORT PIERS (APPROX. 17'! SPACING ON ,ENTER) tr cn J cz i OR AERIAL CROSSING, PLACE FOUNDATION ON j i ¢ I i W i F- W F_- F- F- W F_- F- F_ F- W F- F- F- E- F- F- F- BEDROCK AND USE RESTRAINED PIPE JOINTS i � j Z � � i0 F- � z w z z z F- z z z z F- F- z z i z � z z z z j Z z z ( z 0 Z � Z z SEE DETAIL SHEET 23 ' i ( ¢ ;� ; ¢ ¢ ¢ ' ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ; , ¢ ¢ ¢ , ¢ ¢ ¢ ¢ I cn I _ i cn I co co cn cn cn � cn co w cn cn cn cn U cn cn _ cn cn �n ; E 3 1 1 I i f i f - f- i # I - I T V V V } .y �y �y V V N V V i E V \ �..i. V Co V � V I V V V i � V T � � 1 i ! ._ i �,.{. may. �.y j V T V V 7 , } f I 10+00 11+00 12+00 13+00 14+00 15+00 SANITARY SEWER 9D9 (STA. �10+00 e 15+6 SCALE: 1"-20' H;1"=10' V -----_.- ---- "'_�------------------------._-_.--_- i---.____.--------'--'-'--'---i-._._....-__---__- ' [ NOTES: i t I i 1. ALL PVC SANITARY MA I S TO BE SDR 95 PVC. I i j I i 1 1 2. ALL DIP SANITARY MAINS TO BE CLASSI51 DIP. + STA 17+30.54 j I j 3. THE MINIMUM VERTICALSEPARATION FROM STORM QRAIN LINE 12" MANHOLE f --------------- �------------------------------_-- -- --4. -THE-MINIMUM-VER-TIGAL-�SEPARATION_FROM-WATER: NE 18":--_____�___ ______ - _; __---_RIM-548-.63---------------_--_ _ €XIST-ING-GRADE-- __-___ �____ -----_-�--___.-___ __�_ 3 560 SS-ZDT 1 5. MAINTAIN 3' MINIMUM c6VER. INV. IN 540.19 s PROP OSED GRADE j SS-ZD9 + INV. OUT 539.99 3 = STA 18 75.40 , STA 1 81.93 ; I I MANHOLE MANHOLE j RIM 547.45 i RIM 541.43 i -- - -- - _ INV. IN541.65 INV. IN€529.63 SS-D - - -� - - _ _ T t ( )----______ ___ _ _ -___-------_---- --- f -_- -- _-----_� - -- -___T_ __ _-_ -__ - -_' _i.------------------------- INV.. OUT-54-1:45------------- I INV.-IN 529.63 (SS-_E�-_ j _ - ; --- -- -- -- --- _ _ - __ - I .550 - i INV. O�E1T 529.43 � y �� �� I 121.OLFOF8"DIP@1.03% �� E E i 40 I 78% ; 3 - - - I OF 8'j DIP 6 i A 52.61 1-F 1 i i i I ; i FILL EQUIRED AT! I E 3 ! 95%;COMPACTION I __- _ _____-----_ --_ _ �____._-- -- -- - -- _ -- _-� --- _� _ __�____. __-------- -- ;---------- _ _ _----- ___- ; - - ------ --_--------- --- i---------------_______ __-- -----rt__--- --------__-___-------- 530 I i i J i J J J ' J W w 3 I w w w € w w i w w ; w Fw- Fw-- i , F- I_-___-- _ _--------- _ _ - _ _- ----g _ ! _-___--------- ----------g - --- --_ _ --- -----g - ----- ----- ; _-_____ g __--- _-----_______ - - ---- -- ----- --; g - 520 E¢ Z Z i Z Z i Z Z i Z Z Z Z f 1 Z i i ¢ ¢ ¢ ¢ ¢ i ¢ ¢ ¢ ¢ ; ¢ ¢ 1 ¢ i cn cn cn E co cn co cn co cn cn cn cn i --__.___----------_______ �______------------------ -------- ------- ___-. ----- __-----___� _. _____ __ _---------- ---------- _ _1.---__ ____--- ________ 16+00 17+00 18+00 SANITARY SEWER D9 (STA. 15+60 TO END SCALE: 1"-20' H;1"-10' V 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com z w J w J wz O LL 0 � z � z W a z � ZD 0-� W J Fes- � o �G Q O m � � ¢ z W Q Q rx or •�j�� r ,moo r, Alan G. Franklin Lic. No. 35326 W .o w. NA L SCALE: NONE ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- ACSA COMMENTS SHEET OF 23 Alan Franklin PE, LLC Civil and Site Plan Engineering FOR ALL BENDS SECTION 1-1 45NAAY---'�' PLUG I f� 2 I I FOR TEE OR WYE FITTINGS WIDEN TRENCH ACCOMMODATE ANCHORIF REQUIRED. AS RED SECTION 2-2 PIPE ;DEGREE BEND DIMENSIONS 1 VOL. TEE AND PLUGS IVOL. SIZE OF (FEET) CU.YD. (FEET) CUND. I.__..__._--- BEND I I T _,__..._._..._...__-_.1 I L H T I ------ - - E -------------�- H-- -L __� ___ _._.____... �._.__ _._____.__._._ _ 90 2.50 s 2.50 11 3.01 1 0.24 ' 4" & 6" 1 45 2.00 I 2.25 1 i 2.60 1 0.15 2.00 2.25 2.50 0.15 221/2 1.50 1 2.00 i 2.52 0.10 1 111/4 1.50 ' 2.00 1 2.50 1 0.10 1 I - � 90 � 3.66 ' 3.16 1 3.21 T 0.48 ! _ _^------=---_- 45 2.66 2.66 ; 2.77 0.26 8 221/2 s 1.66 2.16 1 2.69 0.13 I 3.16 2.91 2.66 0.32 l 111/4 1 1.66 2.16 1 2.67 0.13 ---------- j 90 4.83 j 3.83 3.42 0.83 10" & 12" 45 3.33 I 3.58 2.95 1 0.43 3 83 4.00 2.83 0.52 221/2 ? 2.33 2.58 2.86 1 0.24 _--- __..__._.__._. I 111/4" 1.83- -2_33 3 £ £ 2.84 -_0.18 _._.._._._._._.__.__l._._._._._._._._._._._._._-._._._._.__._.__.__._...._._._- 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE FOR VERIFYING THE TYPE & SIZE OF ALL THRUST BLOCKS. ACONCRETE THRUST BLOCKS 22) SECTION GOOD FOUNDATION MATERIAL INITIAL BACKFILL * STABLE SOIL * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL 24"MIN INITIAL BACKFILL UNSTABLE 8" 8" SOIL MI MI ==^468 STONE �S`.L'//�,%!/.l�r�:t •� U!/Fife STABLE SOIL OR ROCK NOTE: 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. ROCKY FOUNDATION MATERIAL DUCTILE IRON WATER FPIPE INSTALLATION &BEDDING 22% DETAIL ROCK UNDER -CUT CONDITION FIG. W-3 TD-14 450 MAX :DDING DONE TONE STABLE SOIL OR ROCK NOTES: 1 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, o ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER = PLACE 5' GALV. " WITNESS" POST PAINTED BLUE TO INDICATE VALVE LOCATION AS o DIRECTED. MARKER LOCATION MAY BE SUBJECT d TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO.4905 (SCREW TYPE) OR APPROVED EQUAL M.J. GATE VALVE WATER LINE 1 I� fr I 1 2500 P.S.I. CONCRETE', 2' x 2' BEARING AREA THRUST BLOCK r 4 a NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (Q) INCHES ABOVE GRADE. B TYPICAL GATE VALVE U-002 2 2 DETAIL N.T.S. FIG. W-2 TD-13 qn... "qG a 3 9 O O .° 6" MIN.1, 17.5" 60" 36" Y, z 17.5" 00 4 m WINGNUT LOCKING ASSEMBLY q. BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. G TYPICAL METER VAULT ( 1211 METER) FIG. W-5 TD-17 TD-18 NOTE: HYDRANT MUST BE FIG. W-4 KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES- NOTES: MUELLER CENTURION (A-423) VILLE THREADS WHICH IS 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP THE LOCAL STANDARD. OR APPROVED EQUAL = FREE OF CONCRETE. 1 LENGTH OF BRANCH VARIES i 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE 6' MIN 2' TO 10' FIRE HYDRANT( INCLUDING DITCHES) t ; ..,, � f; (270°) ! 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE i HYDRANT AND VALVE BOX. 7 C 1. FT. (--= = J 18" VALVE BOX 11 hk .•x GRAVEL I�� 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR �'--- BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 36"MIN 6" GATE 1 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS h. "�rl Icvt VALVE I { �= _-y WHERE WEEP HOLES ARE ABOVE THE PREVAILING ' �j I' 8" X 6" GROUNDWATER ELEVATION. IF ' r' J, a . t, __ TEE REQUIRED TO BE IN WET AREAS, THE WEEP HOLES 2500 P.S.I. CONCRETE`' I`u °'s--u� ¢ SHALL BE PLUGGED AND THE HYDRANT SHALL BE cW.."a--- -- �!. BASE AND THRUST n ~.; PUMPED DRY. BLOCK AGAINST' UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT C TYPICAL FIRE HYDRANT ASSEMBLY I('2 2 DETAIL U-004 N.T.S. FIG. W- TD-20 141/2" 7 COVER LIFT NOTCH 12 3/'8" WATER CAST IRON LID NOTES: 1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM 2. AND TAYLOR NO. 6015-B OR APPROVED EQUAL. USE 6" OF BRICK AND/OR BLOCK TO INCREASE DEPTH TO 24" 18' FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. 3. 6 EXTENSION 6" BROOKS 2200 SERIES PIPE SLOT (2 PLACES) �D TYPICAL METER BOXES (5/8" - 1" METERS) U-003 .T.S. \ 7 /DETAIL FIG. W-7B TD-22 2 2 DETAIL _ U-017 N.T.S. CL ROADWAY R n c W ""� PAVEMENT_ 2. ENDS OF CASING CAN BE SEALED USING A MODEL AC PULL -ON` END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT - SYSTEMS, INC., IN LIEU OF CONCRETE FILL. 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE. -' _ COATED STEEL BAND OR STAINLESS--------------- z STEEL CASING INSULATORS AS z 0.25" MIN. THICKNESS MANUFACTURED BY ADVANCE PRODUCT 12" CONCRETE FILL STEEL CASING SYSTEMS, INC., MODEL SS1, S1; OR m BY CASCADE MODEL #CCS-905, OR BOTH ENDS M APPROVED EQUAL. �{--�_-.. - -, _ - L'Si1__J_.E '__fir_----'•�- '� `1i_ : - r- Y- I' 2'-0" 7' OR 8' 7' OR 8' 2'-0" 2�, '-0" ZDUCTILE IRON PIPE (PUSH ON JOINTS) IL 18' OR 20' JOINT OF D.I. WATER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS SIDE VIEW CERTIFICATION OF 95% COMPACTION REQUIRED GALVANIZED STEEL E W12 X 14 (MIN. SIZE; 3' MIN. PENETRATION INTO UN SOIL, OR AS APPROVED BY TH SERVICE AUTHORITY. TYPICAL THRUST BLOCK IN FILL AREA 4' MINIMUM M FIG. W-6 TD-19 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY 1"x1"x1" TEE RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. ❑ O NOTE: NO SWEATED FITTINGS DUAL SERVICE 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" SOFT COPPER ❑(D FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON LID FINISHED GRADE lip Is 1/4 BEND COUPLING (IF REQUIRED) BROOKS 2200 SERIES BOX WITH 10" LOCKWING I I _I'. EXTENSION OR APPROVED EQUAL IN MUELLER NO. H-15069 (1") BALL VALVE _-- - UNPAVED AREAS NO. H-15068 (11/2", 2" (INLET & E - FORD NO. L02-44 (1") OUTLET) �' 'j NO. L02-66 11 2" ( / )I I _ COPPERSETTER (PLACED ON STONE) N0. L02 77 (2) McDONALD 20-209 WWDD 33 OR OR APPROVED EQUAL UAL APPROVED E 3 - Q T. s Jp ,, A METER °_. dux c. ";W11 4" STONE BEDDING BRICK AS CORPORATION STOP (111, 1 1/2", 2") NECESSARY MUELLER NO. H-15000 FORD NO. F-600, OR APPROVED EQUAL ( E TYPICAL SERVICE LATERAL INSTALLATION U-018 �22) SECTION N.T.S. SIZE BRANCH F VALVE THE SAN WATER MAIN WATER I \/ARIFC M.J. PLUG U-010 N.T.S. m-IL/ Vr%I-V L- TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or o BRASS NIPPLE AND CAP 1� LUBRICATE ALL THREADS THRUST BLOCK �- METER BOX (SEE FIG. W-7) VALVE BOXf- - NO. 57 STONE M.J. FITTING AY.A= 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS ' "' ° . r r• Es VARIES VARIES 2" GALV. OR BRASS PIPE 50 2" THREADED TAP PLUG DEAD END (TYPE "A") I� BLOW-0 F F ASSEMBLY FIG. W 8 TD-16 D ETAI L U-032 2 2 TYPICAL I CAL U-014 N.T.S. N.T.S. Z'Z DETAIL u.ozu N.T.S.a 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com L rx OF I Alan G. Frarikliri Uc. No. 35326 W NA L _ - SCALE: SCALE: NONE ISSUED: 05-02-11 REVISIONS: SHEET OF 23 Alan Franklin PE, LLC Civil and Site Plan Engineering FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA "WEDG-LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS "0" RING SEALS MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING SEWER. A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. 2-0" \ a t12" MIN. 4 16" MAX 4 4'-0" STREET SURFACE OR NON -PAVED AREA T-0" MAX 3'-0" MIN. VARIES d 12" BEDDING W/ NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING A BRANCH TIE-IN 23 % SECTION FRAME & COVER SEE FIG. S-1-D, E STREET SURFACE OR SLOPED AREA NON -PAVED AREA o 2'-0" "WEDG LOW TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE ° PRECAST REINFORCED CONCRETE SECTIONS J�7 WITH "0" RING SEALS OR APPROVED EQUAL Z //12" OTHE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 511 BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR N BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. o ° O 4.4 5" , ° MINIMUM ELEVATION DIFFERENCE W 12"MIN 12"MIN ACROSS M.H. FROM INLET TO OUTLET > d SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET °FL n °. & OULET PIPE SHALL BE PROVIDED. ° "4 34 / DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. F TYPICAL MANHOLE WITH DROP CONNECTION 23 ) SECTION FIG. S-1-A TD-1 U-010 N.T.S. ;ONC. BASE # SLOPED TO FLOW 4EL 1/4" : 1' MIN BRANCH 12 FIG. S-1-B TD-2 NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE FLEXIBLE CONNECTION ' CONNECTION "BOOT " WITH STAINLESS STEEL INSTALLED OUTLET BAND B TYP. MANHOLE PLAN SHOWING BRANCH TIE-IN 23 DETAIL - PLAN VIEW U-006 N.T.S. NOTES: 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT - SHALL BE BACKFILLED REMAINING BACKFILL SHALL REMAINING ENTIRELY WITH N0. 21A STONE. NOT CONTAIN ROCK MA1fERIAL 36"MIN �; LARGER THAN 6" IN ANY 2.FOR DUCTILE IRON PIPE THE DIMENSION BOTTOM OF THE TRENCH SHALL 24"MIN BE SCRAPED AND COMPACTED, INTIAL BACKFILL* AND ALL STONES REMOVED OR EMBEDMENT 8"MIN (6" LIFTS) A 4" BEDDING OF NO. 68 STONE * THOROUGHLY COMPACTED SHALL BE PROVIDED. SPRING LINE BY HAND OR APPROWED OF PIPE — MECHANICAL TAMPER 3.WHERE ROCK IS ENCOUNTERED HAUNCHING PIPE SHALL BE INSTALLED ON A NO. 68 STONE — — MINIMUM 6" BEDDING OF NO. 68 BEDDING 6" MAX TONE. S 4" MIN FOUNDATION (SHALL IBE REQUIRED WHEN SOIL l `• CONDITIONS ARE UNSTABLE �� PIPE) (ALL TYPICAL SEWER PIPE INSTALLATION C IN TRENCH 23 SECTION U-016 N.T.S. PROFILE FIG. S-4 TD-8 ,. SPACING SPACING SPACING • m r o D.I. PIPE N o z ANCHOR NO. 1 AT FIRST JOINT ABOVE ANCHOR EXTENDS INTO SIDE OF DITCH I MANHOLE. DITCH --�—� 6" MIN. i• Scope z 'e: LINE s } . 1 24" VARIES j D.I. PIPEei 6" ¢ a I ' ' GRADE SPACING j . ` =! 20%TO 35% NOT OVER 36' 2'�2500 PSI CONCRETE 35%TO 50% NOT OVER 24' 7 50% OR GREATER NOT OVER 16' PLAN I ~- TYPICAL ANCHOR DETAIL FOR G SEWERS ON GRADES OF 20% AND GREATER 23 PLAN, PROFILE U-021 N.T.S. NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%� (1/4" PER FOOT). 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. MAIN LINE : 111MOT110UP0 n SECTION 0 IN LINE WYE-TEE Al 2' MIN I I SALT TREATED 2x4 MARKER n� PLUG END OF SERVICE LATERAL I I PLAN R VARIES D SEWER SERVICE LATERAL CONNECTION 2� DETAIL EXISTING MECHANICAL — ,—GRADE * 1'-0"* PIPE JOINT MECHANICAL PIPE JOINT 2" C L. 011. 21-011 PIER SPACING APPROX. 17' O.C. i r��f�irmr� FIG. S-2 TD-6 0 (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 1" East Jordan Iron Works 00104316 — 2" (51mm) LETTERS (RECESSED FLUSH) (2)CLOSED PICKHOLES 1 1/2" [38mm] (2) CORED PICKBARS 1 1/8' (29mm) DIA BOSS 27 1/2" DIA 1 1/2' [699mm] [38mrn] 26 1/4" DIA [667mm] [178mm] 26" 1 1/2" [660mm] [38mm] 1/4" (6mm) DIA 3 1/8" 24" DIA I NEOPRENE GASKET [79mm] [606mm] �l 28 22m DIA I 5 [722mm] '1 (16Mm] 23" [584mm] 36" DIA 25" [914mm] [635mm] O.D. OF GASKET GROOVE FRAME SECTION SECTION E TYPICAL, MANHOLE FRAM E & COVERFIG s-I D TD-25 2 3 DETAIL U-007 N.T.S. STAINLESS STEEL STANCHION SADDLE SPECIFICATION MANUFACTURER: FM STAINLESS, LLC - (706) 636-1881 ITEM #: 59C-8 MATERIAL: 304/316 STAINLESS STEEL ORDERING: SPECIFY BY PIPE, FIGURE NUMBER, DISTANCE TO CENTER OF CONCRETE. H S"S. A ERIAL CROSSING- PIER/ANC HOR SPACING � S.S. AERIAL CROSSING- e STANSION SADDLE 23 DETAIL U003 23 DETAIL N. r.S. r REINF W/ (5) -- #4 (B) EACH WAY SECTION RIFFIN LONG q D.I. PIPE kDJUSTABLE STAINLESS =-L STANCHION SADDLE CIVIL DWG 23 SONOTUBE 6) - #5 VERT t ] ; (3) % 3" O/C, HINDER 9 12" O/C r , j— — -. _.._. _ _ — �I f ( I L.— _ _... -._. — ....... — — -1 BOTTOM FOOTING ELEVATION TO BE ON BEDROCK TOP VIEW S.S. AERIAL CROSSING e PIPE PIER/ANCHOR 2 3 D ETA I L D-003 N. r.S. IT 1 If op G> DENNIS .), MULER Lic, No. 15334 �s410NAL rn r r t n» w. 9- r~ , U4 t f„� k✓ Orawa By: J H H Checked By: { Dim Ciao. 7/2 ]/ I ] job Number; I I p�.. I � Sheet Number: L— I 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com z w J J � Oz 0 W � Of 0 > w � z w Q z 3: :D J 0 W w � w � J � O O W �Z m � a Z w � Q L rl;i OF' G �� I r� Mar) G. Frarlklirl Lic. No. 35326 W ,,NAL SCALE: NONE ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- ACSA COMMENTS 2. 08-02-11 -ADJUST STORM 'P' SHEET OF 23