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HomeMy WebLinkAboutSDP200700137 Plan - Submittal (First) 2007-12-05PRELIMINARY SITE DEVELOPMENT PLAN FOR TMP 45-112C` \ TMP 45-112D Kegler's of Schewel-Charlottesville \ Charlottesville DB 1089-334 DB 996-198 Zoned: HC Zoned: HC TMP 45-109 Virgi.nia Land LLC. DB `1591-697 Zoned: HC TMP 45-93A Lowes Investment Corp. #341 DB 1573-453 Zoned: HC TMP 45-112C1 / CBC Partners DB 993-286 Zoned: HC l ALBEMARLE COUNTY, VIRGINIA TM 45 PARCELS 109 ANDI 12CI CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL �o �orrsbr °pk Od►, 0 0 SITE a� 00 00 C6r °o S 1 - Cover Sheet S12 - Notes, Abbreviations, & Legend 3 - Existing Conditions/Demo S4 - Site Plan S5 - Grading and Utilities S6 - Landscape Plan S7 - Lighting Plan S8 - Storm Profi'es S9 - Storm Profiles/Computations S 10 - Sanitary Sewer Profiles S I I -Details ,y d5 �c o7 ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION N m 0 F U J < C C6 E ` N � 7 0 - p. N m 0 F DDR PROJECT NO: 70379 INDEX TITLE: S1 SHEET NO: l OF 11 DATE: 10-15-2007 z z W w N C) W o W � Q � U A � U � � � o DDR PROJECT NO: 70379 INDEX TITLE: S1 SHEET NO: l OF 11 DATE: 10-15-2007 BUI69ING(S) 383 0.3 32,346 22.4 SITE DATA & GENERAL NOTES LT LEFT ABBREVIATIONS EM LEGEND OM 125,413 86.7 41,172 2&5 GENERAL CONSTRUCTION NOTES (PART ONE) ELECTRIC METER BATA GENERAL UTILITY NOTES UTILITY CONTRACT01-41 COORDINATION RESPONSIBILITIES OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PUN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS c F;:, =.. OF THE PERMIT. WHERE ANY DISCREPANC ES OCCUR TUE REGL IXMIENTS OF THE PERMIT SHALL GOVERN. ARV AIR RELEASE VALVE 1. iit GONTRACTOR IS REQLARED TO OBTAIN ANY/ALL PERMITS REWIRED FOR CONSTRUCTION OF THESE PLANS. ♦ UTILITY POLE GV } 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. GENERAL' 2. ANY TIME WORK 18 PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID 3. EROSION AND SILTATION CONTROL MEASURES SHALL 9E PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PUN AND SHALL BE EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION o.WIM..C.M. 45-112C11: (Until November 30, 2007 then Rivanno Ridge Plaza LLC will become owners.) 1. CONTACT MISS U7iUYIY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE 3. THE GONTRACTGR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. CTV CABLE ' TELEVISION OF ANY CONSTRUCTiON. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE DI DROP UNLET 4. GON79ACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ACHIEVED. GOG Pbrin CONTRACTOR SHALL VERIFY ALL UTILITY INFORMA71ON PRIOR To CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN ABAN ABANDON(ED) MAX MAXIMUM - -�'--�- PROPERTY UNE - x 12° TC TOP OF CURB ELEVATION FIRE HYYDRANT SATISFACTION. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL 8E REINFORCED CONCRETE PNCE - CLASS ILFH FM FORCE I PAIN 7. GONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PUNS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED 9. ALL EXCAVATION FOR UNDERGROIAID PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTiON INDUSTRY (29 CFR PART FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PIANS PO Bent8888 GI1arlo 16lle, VA ?2906 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE ADJ ADJUST MIN MINIMUM _ .__ _. _. _._ - - - - ADJACENT PROPERTY UNE '` x 12' BC BOTTOM OF CURB ELEVATION REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVES) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE GT GREASE E TRAP 9. GGN TRACTOR SNAIL BE RESPONSIBLE FOR ALL RELOCATIONS. (UNLESS OTHERWISE NOTED ON PUNS) INCLUDING, BUT NOT LIMITED T0, TO THE LATEST EDITION a• THE VIRGINIA DEPARTMENT OF 1RANSPORTAIION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND CON1FOAU. UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE MIN BRIDGES. GV GV GATE VNALVE GOVERNING AUIHW71ES REQUIREMENTS AND PROJECT S17EWM SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE AHD AHEAD MON MONUMENT CONCRETE - - - - - - - - - VACATED PROPERTY UNE x 12° F� FLOW UNE ELEVATION 4bIIMFiIt-_(W__ 45 -INN (Until November 30, 2007 then Rivonno Ridge Plaza LLC will then become owners.) UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UIiLITES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. INV INVERT AND BY STANDARD PROCTOR METHOD PER ASTM D 696 BE 07H AND WITHIN DET07IO N POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD 11. 1H1$ PROJECT D18iUR8S MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA SIORMWATER MANAGEMENT PROGRAM SHOULDERS„ INCLUDING AREAS THAT MAY BE USED FOR FUTURE CgVS1RUC110N. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY (Vamp). GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF OONSE WA71ON AND STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, APRX APPROXIMATE NIC NOT IN CONTRACT ----- --.- - - - EASEMENT C AREAS ON WINCH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF "IN Land LLC. AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTNJ71ES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIRIEMENTS AND SPECIFICATIONS MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERNAL WITH THE CHARACTERISTICS REWIRED TO COMPACT TO THE SON. DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND ?' x 12' EOP EDGE OF PAVEMENT ELEVATION PO Ba 8147 UTILITIES AND THE PROPOSED UTILITY ROUTES„ INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. BC BACK OF CURB NTS NOT TO SCALE 14. GONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL. STATE AND LOCAL. REGULATIONS. ORDINANCES AND STATUTES & ALL FINISHED GRADING, SEEDING AND SWING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLET'S` CUharlattesvl$908 e, VA 2 16. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DEVILS. THE CONTRACTOR SHALL COORDINATE U11UTY SERVICE DISCONNECTS WITH THE 6. CIT AND PATCHWORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND X MARLE COUNTY STANDARDS UTILITY REPRE9INTA11VES AND SPECIFICATIONS. -_- r..._._ { ..__- -�-�- BUILDING SETBACK ALL EASING CURB AND GUTTER ALONG THE FRONTAGE OF THIS; IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE 7. S SI x 12° SPOT ELEVATION REMOVED AND REPLACED 10 THE STANDARDS AND SPECFUIONS OF ALBEMARLE COUNTY 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT NTH THE PROPSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT BFE BASEMENT FLOOR ELEVATION OC ON CENTER OONS1RUCilON ACTIVITIES BASED ON VISUAL. OLFACTORY. OR OTHER EVIDENCE. THE CONTRACTOR SHALL STOP WORK IN THE VO4TY OF THE L THE LOCATION GF' bGSING U11UTIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT iNE APPROPRIATE 0101 SHOWN, iM1E ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION. ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED AND STRUCTiM AS NECESSARY GENERAL NOTES _t,_.. - o o PARKING SETBACK x 12° TW TOP OF WALL ELEVATION MUM WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF BIT BITUMINOUS OH OVERHEAD S. ALL WAILER AND 1Tl$WYER R'N'ES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASIMED FROM THE TOP OF PINI~ OVER THE CENTERLINE 4. 10 THE BEST OF OUR BEUEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SI SECT PROPERTY. OF PIPE. IRIS MOM ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES. ETC. Rivdnnd Plaza LLC THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR 7. ALL WATER AND (EWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 5. KANT= WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO EUMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 8 VALVES ON DEADIIND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DIMING A FUTURE EXTENSION OF THE ZONING UNE I E" F; x 12' BW BOTTOM OF WALL ELEVATION 109 Robinson Woods ADDITIONAL PAYMENTS WENCH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. BK BACK PE POLYETHYLENE Ghdrlottesvills, VA 8BiiO3 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BM BENCHMARK PERF PERFORATED LIMIT OF DISTURBANCE TEST PIT LOCATION/BORING LOCATION BE INSTALLED ACCORDING TO COUNTY STANDARDS. 6ffi&jMMQWL OW BOOK 1591 & PAGE NUMBER 697 (TMP 45-109) 5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, BS BOTTOM OF SLOPE PROP PROPOSED _- ... -...._ _ - _ -BENCHMARK FLOODPLAIN LIMIT DBOOK 993 & PAGE NUMBER 286 (TMP 45-11201) EED AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: CB CATCH BASIN !,. , IP OO IRON FOUND PRVD PROVIDED l .....:_... - ez - BUFFER ZONE A. IMPERVIOUS SURFACES: FLUSH TAX MAP 45, PAROL.NO. 109 AND 112Ci (3.321 Acres) B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAYRMA RMA RMA -RESOURCE MANAGEMENT AREA LID - UNDERDRAIN 6. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE AlJ3DMARLE t CENTO LINE RCP REINFORCED CONCRETE PIPE F��' {� RPA Rio DWct COUNTY STANDARDS AND THE PRMCT SPECIFICATIONS. _.._ ___ ._ - _ . _ RPA - RESOURCE PROTECTION AREA DRAINAGE UNE 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON CL CHAIN LINK REM REMOVE anr� OF BOUNDARY ti�RVE1f: B. Aubrey Huffman & Associates. D March 24, 2008 MN PLANS AND LOCAL MUNICIPAL STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEELCMP RD ROOF DRAIN CORRUGATED METAL PIPE READ REQUIRED _...._ _._ _ _ - - - - EDGE OF GRAVEL SWIM TOPO(NMY: B. Aubrey Huffman & Associates & ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON s s "- SEWER UNE -CNF THE DRAWINGS. CONC CONCRETE RET RETAIN _- EDGE OF PAVEMENT THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. 9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQLIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECXMEE CY CUBIC YARDS RT RIGHT _.__� : ` CG -2 s� STANDARD 6' CURB TD - TRENCH DRAIN ED: -FLOW INSURANCE RATE MAP NUMBER: 5100300278D. DATFEBRUARY 4, 2005 ACCEPTANCE OF ALL UTILITIES. ` - s' 10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. C/C CENTER TO CENTER R/W RIGHT OF WAY ` .:_.; C STANDARD 4 CURB w - WATER UNE Tap of DI -7, ST 4A, located at north aids of access road off Rt. 29. Eevation:555.82 11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. C&G CURB AND GUTTER R&D REMOVE AND DISPOSE f CG -6 COMBINATION : r7 ._.:. _ - 4"FP - FIRE PROTECTION UNE 6" CURB Nit GUTTER WATER .SOURCE: Provided by Rivwno Water Service Authority 12. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR DIA DIAMEiiER R&R REMOVE & RESET CG -7- 2" Dw - WATER SERVICE UNE NOTED ON THE PLANS. = == -_.--- _° = COMBINATION 4" CURB & GUTTER 9filliliR..13BRVICE Provided by Albemarle County Service Authority 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCA110N AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER EL ELEVATION SQ SQUARE ���M� FIRE LANE STRIPING - - G - GAS LINE lhts site does not IN within a reservoir watershed FACUTES ELEV ELEVATION STA STATION � `' �� .__.._ - OHE - OVERHEAD ELECTRIC WIRE THIS PROPERTY 18 200 HC and Entrance Corridor. 14. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO ESEND SECTION SW SIDEWALK � --- }; r LIGE - NOT LESS THAN 95S OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. BE BUILDING ENTRANCE - UNDERGROUND ELECTRIC MAXWL9M..BUILDING M61GHT: 35' 15. CONTRACTOR S TO VERIFY THAT ALL U1IUTIES LE., WATER, SEINER. GAS, ELECTRIC, TELEPHONE. CABLE, ETC., ARE. IN PLACE PRIOR TO EW END WALL SWEL SOLID WHITE EDGE UNE tLD LOADING DOCK ... _ c;r� � . -..- - DHT - OVERHEAD TELEPHONE LINE smuffiL CONSTRUCTION OF SUBBASE AND/OR PAVING. EX EASTiMNG SWLL SOLID WHITE LANE LINE FRONT: Building - 30' from Public R/W 16. THESE PLANS AND PROI1US AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED • BOLLARD _ _._ ,; ; r ._..--- - uGT - UNDERGROUND TELEPHONE UNE Parking - 10' from Public R/W ALBEMARLE COUNTY SERVICE AUTHORITYS GENERAL WATER AND SEWER CONSTRUCTION SPECIiCIATIONS, ANY AMENDMENTS THEREOF AND THE EXIST EASTiMNG TBA TO BE ABANDONED r •,; SIDE: None STANDARDS AND SPECIFICATIONS OF VDOT. SIGN , _. --. - CATV - CABLE TV FDN FOINVD)ATION TBR TO BE REMOVED REAR: None 17. ALL WATERLINES AND SANITARY MYU&NES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18" VERTICAL CLEARANCE TC TOP - - - - (OUTSIDE EDGE OF PIPE To OUTSNE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS. FFE FINISHIED FLOOR ELEVATION OF CURB :. - - PATH 1....,_.J t i DRAIN INLET GLI MI1 .LASE: Vaoallt I& PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WINCH SERVE THIS FACILITY SHALL BE LOCATED WITH A GTD GRADE' TO DRAIN . TS TOP OF SLOPE -- TREE UNE ® DRAIN MANHOLE FIROP.095D USE: GortMtiercid/bayGore MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATEINMAINS AND SANITARY SEWER. :♦. P./iBMIM6._9GHEdAI SPACES PROVIDED: SPACES REQUIRED: 19. ELECTRICAL PCNUER SHALL BE DERIVED FROM BUNDLING ELECTRICAL. PANELS TO GENERAL SITE LIGHTING IN A(ORDANCE PITH NATIONAL ELECTRIC IF IRON FFOUND TYP TYPICAL __ ,-......_. FENCE - E PLUG OR STUB REOId41Nt 106 Retail 106 Retail COD' IS IRON SET UG UNDERGROUND STONE WALL ==3:1 FLARED END SECTION HAW 45 Daycare 45 Daycare 20. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON LA LANDS6CAPE AREA VESCHVA. E&S CONTROL HANDBOOK ---------------- TOTAL 151 (Includes 5 Handicap) 151 (Includes 5 Handicap) PLANS - RETAINING WALL HEADWALL LOADING 1 1 21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. LOD LIMIT COF DISTURBANCE YDS YARDS F1 ---_ .._... ____.. - ... � / STREAM /POND WATER COURSE 22. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, LF UNEARR FEET FRE-DEVELAPIMENT (SF) x POST-DEVEL.oPMENT (SF) x TO MATCH FINISHED GRADES. _...._._. _..__. DETENTION BASIN -: O SEWER MANHOLE BUI69ING(S) 383 0.3 32,346 22.4 O LT LEFT PAM 18,823 1&0 71,001 49.1 EM OM 125,413 86.7 41,172 2&5 GENERAL CONSTRUCTION NOTES (PART ONE) ELECTRIC METER 19,519 ioux 144,5191. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE UTILITY CONTRACT01-41 COORDINATION RESPONSIBILITIES OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PUN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS c F;:, =.. OF THE PERMIT. WHERE ANY DISCREPANC ES OCCUR TUE REGL IXMIENTS OF THE PERMIT SHALL GOVERN. ARV AIR RELEASE VALVE 1. iit GONTRACTOR IS REQLARED TO OBTAIN ANY/ALL PERMITS REWIRED FOR CONSTRUCTION OF THESE PLANS. ♦ UTILITY POLE GV } 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. GUY POLE 2. ANY TIME WORK 18 PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID 3. EROSION AND SILTATION CONTROL MEASURES SHALL 9E PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PUN AND SHALL BE BOA BLOW ODFF ASSEMBLY L40 DrIW AS 10 THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUI LELINES OR STANDARDS WHICH ARE ASSOCIATED NTH INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. CO CLEANODUT OR WEIBM IN THE RECORDED EASEMENT. 3. THE GONTRACTGR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. CTV CABLE ' TELEVISION OF ANY CONSTRUCTiON. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE DI DROP UNLET 4. GON79ACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ACHIEVED. ENGINEER FOR GLARIFiCATiON AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN 6. PAVED, RIP -RAP OR STAKIZA71ON MAT LINED DITCH MAY LE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DIP DUCTLEE IRON PIPE RISK. DEEMED NECESSARY IN ORDER To STABILIZE A DRAINAGE CHANNEL. ELEC ELECTRIdC & 1KCONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR LIINFCxtM TRAFFIC CONTROL DEVICES. COMPLETED NNGLWDNNG UTNJTY POLES. FIRE HYYDRANT 6. GONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUNRED BY ALBEMARLE COUNTY CODE 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL 8E REINFORCED CONCRETE PNCE - CLASS ILFH FM FORCE I PAIN 7. GONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PUNS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED 9. ALL EXCAVATION FOR UNDERGROIAID PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTiON INDUSTRY (29 CFR PART FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PIANS 1926 F&C FRAME AND COVER AND SPECIiCATIANS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. GENERAL CONSTRUCTION NOTES (PART TWO) F&G FRAME i AND GRATE & GON19ACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A POUT EXISTS 1. WORK WITHINTHE LOCAL RlGH7S-OF-WAY SHALL CONFORM TO LOCAL M UNIMAL STANDARDS, WORK WITHIN STATE RIGHTS-OF-WAY SHALL GT GREASE E TRAP 9. GGN TRACTOR SNAIL BE RESPONSIBLE FOR ALL RELOCATIONS. (UNLESS OTHERWISE NOTED ON PUNS) INCLUDING, BUT NOT LIMITED T0, TO THE LATEST EDITION a• THE VIRGINIA DEPARTMENT OF 1RANSPORTAIION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND CON1FOAU. UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE MIN BRIDGES. GV GV GATE VNALVE GOVERNING AUIHW71ES REQUIREMENTS AND PROJECT S17EWM SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INGLUB6D IN BASE BID. LUSE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, HDPE HIGH DQENSITY POLYETHYLENE AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PUCE MATERIAL IN 6' LFTS 10. GUNINACTOR SHALL CONTROL STORMWA10 RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHAW. BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, F ANY, AT NO COST TO OWNER. 1 COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS INV INVERT AND BY STANDARD PROCTOR METHOD PER ASTM D 696 BE 07H AND WITHIN DET07IO N POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD 11. 1H1$ PROJECT D18iUR8S MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA SIORMWATER MANAGEMENT PROGRAM SHOULDERS„ INCLUDING AREAS THAT MAY BE USED FOR FUTURE CgVS1RUC110N. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY (Vamp). GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF OONSE WA71ON AND STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN REOREATiON (DGR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL 00 NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS C AREAS ON WINCH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARiICLES, AND FROZEN DELETERIOUS OR OBJECTiONAL 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIRIEMENTS AND SPECIFICATIONS MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERNAL WITH THE CHARACTERISTICS REWIRED TO COMPACT TO THE SON. DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND I& CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. OONSMC71ON ACTIVITIES SHALL BE IN ACCORDANCE Fill MATERIAL ASTM D 2487. CLASSIFICATION GW, GP. GM, GC, SW, SP, SMI, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM WITH OSHA STANDARDS AND LOCAL REQUIREMENTS ASTM 0 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL ASTM D 2487, CLASSIFICATION 0, GP, SW, SP WITH A MAMA OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, N0. 200 SIEVE: 14. GONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL. STATE AND LOCAL. REGULATIONS. ORDINANCES AND STATUTES & ALL FINISHED GRADING, SEEDING AND SWING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLET'S` 16. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DEVILS. THE CONTRACTOR SHALL COORDINATE U11UTY SERVICE DISCONNECTS WITH THE 6. CIT AND PATCHWORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND X MARLE COUNTY STANDARDS UTILITY REPRE9INTA11VES AND SPECIFICATIONS. 'VSA' 'ER &SEWER CONDITIONS ALL EASING CURB AND GUTTER ALONG THE FRONTAGE OF THIS; IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE 7. S SI REMOVED AND REPLACED 10 THE STANDARDS AND SPECFUIONS OF ALBEMARLE COUNTY 1. WORK SHALL BE WBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY, INSPECTORS THE CONTRACTOR WILL BE RESP MSNTLE FOR NOTIFYING iTE PROPER SERVICE AUTHORITY OFFICALS AT THE START OF THE WORK. 8• N THE EVENT THAT SUSPECTED CONTAMINATED' SOIL, GROUNDWAiER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND OONS1RUCilON ACTIVITIES BASED ON VISUAL. OLFACTORY. OR OTHER EVIDENCE. THE CONTRACTOR SHALL STOP WORK IN THE VO4TY OF THE L THE LOCATION GF' bGSING U11UTIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT iNE APPROPRIATE 0101 SHOWN, iM1E ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. AND STRUCTiM AS NECESSARY GENERAL NOTES 3. All MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION 9PEGIFIC,AiIONIS A8 ADOPTED BY THE ALBDMARLE COUNTY SERVICE AUTHORITY. 1. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4. DATUM FOIE ALL I LEVATiONS SHOWN IN NA71ONAL GEODETIC SURVEY. 2 ALL STARS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON 807H SIDES 6, TWE GONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UINJTY* (1-80D-552-7001). 3. SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MMINMUM WIDTH OF 6 FEET. S. ALL WAILER AND 1Tl$WYER R'N'ES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASIMED FROM THE TOP OF PINI~ OVER THE CENTERLINE 4. 10 THE BEST OF OUR BEUEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SI SECT PROPERTY. OF PIPE. IRIS MOM ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES. ETC. 7. ALL WATER AND (EWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 5. KANT= WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO EUMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 8 VALVES ON DEADIIND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DIMING A FUTURE EXTENSION OF THE LINE. MH MANHOLE PVC POLYVINYL CHLORIDE RIM RAM ELEVATION SAN SANITARY SCC STORMWATER CONVEYANCE CHANNEL SO STORM STIR DRAINAGE STRUCTURE TSV TAPPING SLEEVE & VALVE UP UTILITY POLE WL WATER UNE WM WATER METER WV WATER VALVE 6'V 6" VALVE VAN _312- _300 - VAN 312-300 VAN 0 SILT FENCE CONTOUR INDEX CONTOUR CROSSWALK ACCESSIBLE CURB RAMP HANDICAP PARKING VAN -ACCESSIBLE HANDICAP PARKING _ CONCRETE PAVEMENT / SIDEWALK RIPRAP NEW ASPHALT GRASS EC -2 BLANKET MATTING EC -3 TYPE A EC -3 TYPE B WETLAND co O SEWER CLEANOUT A� � + N J j os. y0 44 0 D3 Q� Y,r O z ®wV WATER VALVE & BOX EM y FIRE HYDRANT ELECTRIC METER " ♦ LIGHT POLE ,? ® WATER METER O c F;:, =.. 0 TRANSFORMER PAD WATER WELL ♦ UTILITY POLE GV } GUY POLE O GAS VALVE GM O GAS METER a M-, fTr1, MATCHUNE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. t d' Z J U_ Z W E-1 O J 06 Z N O W o F- W www � H m Q4 N-4 U w W F - W0 O JZ U � ~ w W W O w DDR.PROJECT NO: 70379 INDEX TITLE: S2 SHEET NO: 2 OF 11 DATE: 10-15-2007 O ELECTRIC MANHOLE EM ELECTRIC METER " ♦ LIGHT POLE -" O TELEPHONE MANHOLE F;:, =.. 0 TRANSFORMER PAD %' ♦ UTILITY POLE GUY POLE M-, fTr1, MATCHUNE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. t d' Z J U_ Z W E-1 O J 06 Z N O W o F- W www � H m Q4 N-4 U w W F - W0 O JZ U � ~ w W W O w DDR.PROJECT NO: 70379 INDEX TITLE: S2 SHEET NO: 2 OF 11 DATE: 10-15-2007 INSERT SCALE: V = 30' 1" N If sr -KI 51-7 r . eT W \ ` MH -D 6--g Ap i t 1\I I I PROROU�D DAYAREPSR� 1,9,BUILD/N� I - \ / I 1100'SX 125, SAO II� • ��� :, �. A �; ST- FFE - 573.50 RKING E .-.-.- (♦� _. „_ / / - .._ ,_ ,._ '"_ �� ../]'lam LTJ \ \ \ \ \ \\ \ YYY .;�.EC ess Easement \ — %` U —�• __ 0f \ \ ST -K2 S„ iRCPL.t _ i 0 - v _ - _ _. _ _, laftlog Note: INN Refer to Waterline Connection Detail N y 1 I I I I `�-- 4/S9 for Continuation of Waterline N �! / t. y ROU�rD PROP\ S �\ �I \ I — _..:`� a`a��n `a�`Z I I i I T O DAYGAR 0 �! _ _ _ spa a�CY __ 1z E BUILDING •° y � __ - , \ \ ;1!� ,500 \ 100' A 125 s A �' o\Q �o �o j f \ \ \ _ T i 45' 6 \��\Nt Bend J % \ FFE - � 573.50 z - �•1 I — \ z r, I r s7 I I r l l /.. _.. I/ o� �oF y I \ 9.7 k x i .1\ I / V W003 e 80.75 577.7 x r \ 1 I - 1 I I I NOTE:M 1. A GRADING EA5EMENT FROM VDOT WILL 13E 51-115MITTED WITH i i I THE FINAL 517E PLAN. S -K4 / Z z t _ _ C 04 Q � ���'� -Wall Max Hei � . _ . I d _ _ t s. _ '"� IIII I I �_ 575-60 _ � \e5' x 7 . '' � IIIII / IN I WIx-Tw \ x / z r I I IIII 575. ` I \ - o � o • _ - _ \----_.__ -.-_ _ 4 / 7 z w Bend V I II / --- — - // 01 tj �VC Sanitar MH -C1 eF l I rt I 5 s 8„ FV 3 „ Utilit E- end 1-8x s SDnitars \, ent 1 I Redl 8 �s / /II o I \ I _ DIP Waterine s C / �s� / / D /\ � S S \ _ —s �- s MH -C2 - UD u -- s 5- > F W ° WM uD v - - . Bend Filterra >. WM M ° ° N 15 Utility Easement 0/0 / I \ • ° Filterra IyyM f I / I NYM ,. - FFE I \ • y ° • o ° WM WM 6 a--- ST-2, ST -3' - 15' Bend EoSe 56783 E , • ' 1 o Filterra ° 'I '� \ ment IFF 567.83 � -� ° � � , uo • I _ _ - / ,FFE - 567-831 FFE _ ` - F4 tilts \ j I 567.83 FFE _ 568`50 I FFE - I 'Iterra° e ° W - I _-- ___ a WM 568. I 567.83 568.50 FFE / , - 568.50 I FFE _ FFE I _ o I P I , , sss.5o \ _ I sss.2s pPOS�D I I I OL I �zI NI Cr\ \ UILDII FEE 569.25 FFE 56921;14150NTA0 SF 'f 5 90 a PROP pSCD I / RL'QAfL BUILD NG I I , I \. ( '5,346 SF B ' o l M�-B Rt I RD �° \ RD _. l W 566.00 65.00 �uei(_ / R i I It 'ST 4 36 R �?-E> / T EX�A 566.50 / �W 66, / sT�e I I 24 R P ,ES- I. P��/\ 1� w1S1S,5f0 ft' Biofilter ST -t k �,. _ _ T 4 q �, ur ace Elev-- 564.00 OHF— OHE --- aHr_ -- OHE -- OHE -- E --.I- DAY- qq 9 •'" L__ 12'S f2"S�r� 12„S - -�OHE ONE -___... OHE-.. �.,-\C7VI - OHE- __ IE - 0Y0... �tilit S .F.. 12'_5 1 __. _-- Y. __. G„.. -�..-_ ONE - ONE _..._.�.OHE,_._ GftE- _-_` OHE. - UGE _ U� u�. F, \ \ -__�� �- ral E2'El ;."Si JnS .,..-_ IGE .'*}e- ..II . 1,.�GE. s-� U!;E _ . _>. . 5.4 '� �UC�. _-.lJ{;E,` UCB.. _ __ e Ir.F. / '°w4 'prtwiw 12"S�,r+w+aa 12"Saame.12"S►:�eamus� •2••-/ '� � --_ _ _ _... _ 3z Ef9f_kmbankfneii'r"�.,.- Exist.6:- 'T-- • uc 7anitaryMH 5so RCP _ - - % 18" RCP 2 RCP. - / ` \ /-vva - E 1 . � ' N n / w U w C) z C/] 5 i• / � a 1 �. I Iii z w O J r a W OU z ~ U 0 6 i Lu rick et. Wall Max 0 LUw w eight - 2.75' 0 �-+ _ 0- 0 DDR PROJECT NO: 70379 $__S_-ae'z @ ,'--'-�A1tif?k ��-5 "� S_S_..._ b'_5.-. �'; teemx ••� INDEX TITLE: UGE -___ UGE _.__ UGC __-._ tIGE .. U(.F. _ _(1G. S5 2 SHEET NO: 5 OF 11 20 0 20 40 60 SCALE: 1" = 20' DATE: 10-15-2007 sx--�1 101 ST -7 � -• r crX Ld �. s PA _N.7, RKI \G ; , 15 67. t . • a -r _ 1 , V _- -- LANDSCAPE REQUIREMENTS / I / ` ROUE I'RO oP S \ D ! _r ~� I I A yCARL, � �\ Existing Trees I B D 1z 5 UIL G Al \� to Remain \ \ { r ! 1 INTERIOR LANDSCAPING: \ ! �° AREA REQUIRED: 0.05'42 195 5F = 2,109.8 SF J Oo SF • / v 100, 1 Z5 QUANTITY REQUIRED: I TREE PER 10 PARKING SPACES ( `Y cSo rl' 1 i - Il 1 1 / ;' 151 /10 = 15,1 TREES REQ'D / I �\ 1 1 1 - -" -� 1 / AREA PROVIDED: 20 Trees = 6,670 SF I -� » ' FE _ l ` / 36 CP \ 573.50 QUANTITY PROVIDED: 20 Trees TOTAL AREA:/ / 1 REQUIRED: 0.10'63,956 5F = 6,396 5F 1 � 1 f 7g . 1 �! J 1 AREA PROVIDED: 18,444 SF I \ ; j ! I /., / t/I I p � xl 80.75 (c) I B oord on' 577.7 ` I 1 1 1 fir' r ln Board F \x t 1 f t r 1 f, �°rlcrete Fence l B ` \ \ 12- ICST \ 1 � r � ",•_.. _._..__ _; � J r r' / r I Outside 0 LIP* a to be side of �' , 1 1 \ I/ I I ! / � fen planted In.,• \ 1 i r� ` `� • , � � � ��� / ti f \ 10- PLOL I I this area x 5 , '- - _ _ �' STI- K4Aj 1 v o o �`'~- ► . - _ . J Dred 180 r / _ .• 1 1� J o o o '�'° �- - - _ ' `-' I Stoff Porkirg kfngjSpOCeSI j o CIRC , �� VAN �, r,, _v �. C -- - _ f a v v o rete -., - � _ ---- I i / VAN � I Sid�+wvl1� -•_ _-_``� —.--t >' I / _. x _- ' ° 1 1 1 ! 2 Drop -Off S _. I 12 e- °. , • �,__ _ 5 60 '.�_ _ �- = _ 7 N 2X12 Duni s I 2 , 8 X,8 1HC pacesP I I 3, w/Boor P ter Pod -19 X 18Spoces �1� rking Pace R d Fence I Porkin p r I s Enclosure I g S aces —4-/I - 2 QP �\ � 1 �, �----'-`.=�_--_---.._ - _ 75.47 12 9' `` � 3� ... .,�- ` � \1_. � X 1 •_Parks • _- r f f �.. f•f 18 P rking ? � � I - QP 9 S es �o P ces I / 9f I ��- I - QP n I \ , k' g Paces i X 8 Poor m9 S -�l 10- PLOL �, ,.,n... S wwwo- •s.-. S ! X ' V 3 Pork , 7 - P R MH-_ 17- PLQL ` ""'" 5 '>�i� _ �R 9 SPo es ,� r 20;—� \ 18 orkin s 3 R ? _ Plarlin Space I LG K I o I - QP 8' 1$ Po king "tea' S s 1AH-C2 3,R 2- QP I- LG rM ems, 1 R / I ° 9 JV • i / t C_ ° • ► ` / �, I ° I dterra ! • 1 mpster Pod • GNh� -° C_ '- '� j oord Fer l; f J _ I I ° G 2 \ / 2- Z5 A ° free ° ° • • 18, Gyate`,° • °1 .. - ° r V1'It� ltf' ....� J $6 i 1 i - ` 1 _ arkin + 1 \ FFE _ 56 83 IFF _ j00 ° ;`� FiltFrrn S walg WPB �; t� 3' \� ' X 'rs HC ice ` s 3'-, 'R i! ° �.,. . , 4- ICS 1 E 567-83 I • ! 11 ` FFE ` 5 7.83 I I 8 ° °` - r I - QP 6 FFE _I FFE5 8I LG 567,8 50 FFE .3 I `.,36-_CSTFFE_567.83 S68.50 FFE • i \ °• / 568.50 I IF ` Fr E t �°p_568.g'255p 2-I 3a0 '° —10- Ca PLV) p�opOSeD J jET L,BU30 \ FF - SFE 5691, 5- JVI %4I,5oo E -_56925 -_SF 5t9.00 / __ t I; I —1 ti. � I Ropo I N / I 1� I - RE s�'D N a BUILDIN 5,346 to \ \ `` / / • / �` � ... ,----•--••__--.••.�, ,'' IXP o al I , 25- ICRC 50- MPDD 2 I 7-11V \ elocate c„ 6 I 34- IG I 1 ` 5l AG I 52- ICBC - ' 3- AR r / Keglers I .0nAlent _ `c • 0, 20, r \ 7 6 2 \ / /Sign \ :. a• 2 ,,_ ._� f ' r a ;fGk I _..--ter. , __.. l - � —' � tet, _ ` 60 WallA?oY ' +-- " • , _ ..._ ._�- .. _. __ _ --• __ . Sp �� W 5 65, i �ei 20 0 20 40 60 /�` 66.00 9lI t -. 2.75' / sT 3 I 1 2411 FRCP sT' - �' 6- IG P SCALE: 1" = 20' ONE �, ._.._. r HE ---- OFfE ONE OHE QHE --� - 0 E T'A 1z"s _ ' Suurfc Ic 4.00- 1 z' S-,..�. 12•�OHE OHE ONE 1 1 - , UGE —_.-_ UGk _ 12 S 1� i?'i&.Ls..i.. t f ._ _-- ONE - OH 0 OH c - It F GHE vvUlf." • * —. _ E1' � --r--• - _ yr�..-_.... __ _ .. _._. .j, , \�,_ --- �_ �i• :•S'�. '�rrr y _ ,.. �. ._..._._---'^-_ ._•_.___ ,r-. �.rr,.,,,. � v �,-'--�`�J!Yt .$.-'� P�`5._._.._ �-•a L_ 1 UGE UGE , t� . —_.—. tJGE �U JCE UGE JG - UGE UGE V. --- UGE \ 12 S 12..5 / , Ck B < .ncv r1: - _..,5 _. 12 SMIvna \ _ - 3+ _ r L ft / \ 12"Snnu+rrarae �2.,Sf ,, ` �," - g", - S y •e , _ UGE' - tlr GE __ ! -_. c� - O / / / 1 A c)� rn, - rLvs+ h ti+va+^aa 8"S _ } l" fl ICF tJ . F _ . _ - + -- - Exlst. >+ � __ ,,IkG�en _ r 1. re UC_ ---- u UN PLANT LI5T C QUANTITY KEY BOTANICAL NAME COMMON NAME CALIPER HEIGHT REMARKS CANOPY (5F) TOTAL CANOPY (5F) O .E - 0 SHADE TREES 0 0 3 AR Acer rubrum'Armstron Armstron ' Red Ma le 3.5" SL,; P. 53 159 5 AG jAcerginnalaflame Flame Amur' Maple 3.5" 20G 1,030 19 QP I Quercus phellos Willow Oak 2.5" A� 419. 7,91G I 2 ZS IZelkova serrata 'Green Vase' Green Vase' Zelkova 2.5" 6 395 790 041Y 0 03 T ORNAMENTAL TREES 18 LG La erstroemia indica 'Natchez' Natchez' Cra em rtle G'-7' 77 1 38G DECIDOU5 511RU55 � m 7 IV itea vir mica Henr 's Garnet' Hen 's Garnet' Sweets ire 24" 64 448 0 BROADLEAF EVERGREENS 77 ICBC Ilex cornuta 'Bennetts Compacta' Bennetts Compacta' Ja anese Holl 24" 14078 oz 81 IC5T Ilex crenata '5oft Touch' 'soft Touch' Holl 24' 1 G 1296 40 IG Ilex labra'5hamrock' Inkberry Holl 24" 5 23 920 10 UP Ilex'Patriot' Patriot Holl G'-7' A 44 440 50 MPDD Myrica cenfera 'Dons' Dwarf' "Don's Dwarf' Bayberry 24" 44 2200 37 PLOL Prunus laurocerous'Otto Lu ken' 'Otto L ken' Cherr laurel 24" 10 .370 10 PL lFrumtslaurocerous ICherrylaurel 24" I 0 100 CONIFER5 0 Lu 14 JV Juni erus vir imana Eastern Red Cedar G'-7' 19 2GG w Total Canopy (5r) 18444 Note I- - - - - - - --- - - - -- - ... .__ ( -- - -----------mi small and h shall be pruned n i prohibited; shrubs T i of trees s height. he to n maintained at matureX r hand be a.. .._..._..__ .➢__ . . a allowed to reach _ _P. . j All plantrogs of trees and shrubs shall b _., _ _._9 pP_ ._ [ only to support the overall healthofthe shrub NOTE: / I I A LANDSCAPE EASEMENT WILL BE 5UBMITTED WITH FINAL SITE PIAN. j / (M -D sx--�1 101 ST -7 � -• r crX Ld �. s PA _N.7, RKI \G ; , 15 67. t . • a -r _ 1 , V _- -- LANDSCAPE REQUIREMENTS / I / ` ROUE I'RO oP S \ D ! _r ~� I I A yCARL, � �\ Existing Trees I B D 1z 5 UIL G Al \� to Remain \ \ { r ! 1 INTERIOR LANDSCAPING: \ ! �° AREA REQUIRED: 0.05'42 195 5F = 2,109.8 SF J Oo SF • / v 100, 1 Z5 QUANTITY REQUIRED: I TREE PER 10 PARKING SPACES ( `Y cSo rl' 1 i - Il 1 1 / ;' 151 /10 = 15,1 TREES REQ'D / I �\ 1 1 1 - -" -� 1 / AREA PROVIDED: 20 Trees = 6,670 SF I -� » ' FE _ l ` / 36 CP \ 573.50 QUANTITY PROVIDED: 20 Trees TOTAL AREA:/ / 1 REQUIRED: 0.10'63,956 5F = 6,396 5F 1 � 1 f 7g . 1 �! J 1 AREA PROVIDED: 18,444 SF I \ ; j ! I /., / t/I I p � xl 80.75 (c) I B oord on' 577.7 ` I 1 1 1 fir' r ln Board F \x t 1 f t r 1 f, �°rlcrete Fence l B ` \ \ 12- ICST \ 1 � r � ",•_.. _._..__ _; � J r r' / r I Outside 0 LIP* a to be side of �' , 1 1 \ I/ I I ! / � fen planted In.,• \ 1 i r� ` `� • , � � � ��� / ti f \ 10- PLOL I I this area x 5 , '- - _ _ �' STI- K4Aj 1 v o o �`'~- ► . - _ . J Dred 180 r / _ .• 1 1� J o o o '�'° �- - - _ ' `-' I Stoff Porkirg kfngjSpOCeSI j o CIRC , �� VAN �, r,, _v �. C -- - _ f a v v o rete -., - � _ ---- I i / VAN � I Sid�+wvl1� -•_ _-_``� —.--t >' I / _. x _- ' ° 1 1 1 ! 2 Drop -Off S _. I 12 e- °. , • �,__ _ 5 60 '.�_ _ �- = _ 7 N 2X12 Duni s I 2 , 8 X,8 1HC pacesP I I 3, w/Boor P ter Pod -19 X 18Spoces �1� rking Pace R d Fence I Porkin p r I s Enclosure I g S aces —4-/I - 2 QP �\ � 1 �, �----'-`.=�_--_---.._ - _ 75.47 12 9' `` � 3� ... .,�- ` � \1_. � X 1 •_Parks • _- r f f �.. f•f 18 P rking ? � � I - QP 9 S es �o P ces I / 9f I ��- I - QP n I \ , k' g Paces i X 8 Poor m9 S -�l 10- PLOL �, ,.,n... S wwwo- •s.-. S ! X ' V 3 Pork , 7 - P R MH-_ 17- PLQL ` ""'" 5 '>�i� _ �R 9 SPo es ,� r 20;—� \ 18 orkin s 3 R ? _ Plarlin Space I LG K I o I - QP 8' 1$ Po king "tea' S s 1AH-C2 3,R 2- QP I- LG rM ems, 1 R / I ° 9 JV • i / t C_ ° • ► ` / �, I ° I dterra ! • 1 mpster Pod • GNh� -° C_ '- '� j oord Fer l; f J _ I I ° G 2 \ / 2- Z5 A ° free ° ° • • 18, Gyate`,° • °1 .. - ° r V1'It� ltf' ....� J $6 i 1 i - ` 1 _ arkin + 1 \ FFE _ 56 83 IFF _ j00 ° ;`� FiltFrrn S walg WPB �; t� 3' \� ' X 'rs HC ice ` s 3'-, 'R i! ° �.,. . , 4- ICS 1 E 567-83 I • ! 11 ` FFE ` 5 7.83 I I 8 ° °` - r I - QP 6 FFE _I FFE5 8I LG 567,8 50 FFE .3 I `.,36-_CSTFFE_567.83 S68.50 FFE • i \ °• / 568.50 I IF ` Fr E t �°p_568.g'255p 2-I 3a0 '° —10- Ca PLV) p�opOSeD J jET L,BU30 \ FF - SFE 5691, 5- JVI %4I,5oo E -_56925 -_SF 5t9.00 / __ t I; I —1 ti. � I Ropo I N / I 1� I - RE s�'D N a BUILDIN 5,346 to \ \ `` / / • / �` � ... ,----•--••__--.••.�, ,'' IXP o al I , 25- ICRC 50- MPDD 2 I 7-11V \ elocate c„ 6 I 34- IG I 1 ` 5l AG I 52- ICBC - ' 3- AR r / Keglers I .0nAlent _ `c • 0, 20, r \ 7 6 2 \ / /Sign \ :. a• 2 ,,_ ._� f ' r a ;fGk I _..--ter. , __.. l - � —' � tet, _ ` 60 WallA?oY ' +-- " • , _ ..._ ._�- .. _. __ _ --• __ . Sp �� W 5 65, i �ei 20 0 20 40 60 /�` 66.00 9lI t -. 2.75' / sT 3 I 1 2411 FRCP sT' - �' 6- IG P SCALE: 1" = 20' ONE �, ._.._. r HE ---- OFfE ONE OHE QHE --� - 0 E T'A 1z"s _ ' Suurfc Ic 4.00- 1 z' S-,..�. 12•�OHE OHE ONE 1 1 - , UGE —_.-_ UGk _ 12 S 1� i?'i&.Ls..i.. t f ._ _-- ONE - OH 0 OH c - It F GHE vvUlf." • * —. _ E1' � --r--• - _ yr�..-_.... __ _ .. _._. .j, , \�,_ --- �_ �i• :•S'�. '�rrr y _ ,.. �. ._..._._---'^-_ ._•_.___ ,r-. �.rr,.,,,. � v �,-'--�`�J!Yt .$.-'� P�`5._._.._ �-•a L_ 1 UGE UGE , t� . —_.—. tJGE �U JCE UGE JG - UGE UGE V. --- UGE \ 12 S 12..5 / , Ck B < .ncv r1: - _..,5 _. 12 SMIvna \ _ - 3+ _ r L ft / \ 12"Snnu+rrarae �2.,Sf ,, ` �," - g", - S y •e , _ UGE' - tlr GE __ ! -_. c� - O / / / 1 A c)� rn, - rLvs+ h ti+va+^aa 8"S _ } l" fl ICF tJ . F _ . _ - + -- - Exlst. >+ � __ ,,IkG�en _ r 1. re UC_ ---- u UN C N �S M L N C CL3 0 N O .E - 0 0 0 a� 4. SL,; P. too 4. V1 Gr s A� J 6 � o 041Y 0 03 T ra � m 0 U oz Ca� 5 m A 0 m 0 Lu w A 0 O N II U M c OZ M w� � A u.i z u- •� z I � 5 W O N � o w" a a W W a Z A � z F- _j F- W W _ 0° a Q.I (n DDR PROJECT NO: 70379 INDEX TITLE: S6 SHEET NO: 6 OF 11 DATE: 10-15-2007 Luminaire Schedule Symbol Qty 7 Label A Arrangement SINGLE Lumens 33400 LLF 0.700 Description SMR403MA 1 W SINGLE 8000 0.700 GXMW100MAL Max BS SINGLE 33400 0.700 SMR404MA-SMRHSS 1 B2 BACK -BACK 33400 0.700 (2)SMR404MA ALL POLE MOUNTED FIXTURES ARE SHOWN AT 20 FEET ABOVE FINISHED GRADE ALL WALL MOUNTED FIXTURES ARE SHOWN AT 15 FEET ABOVE FINISHED GRADE ALL FIXTURES SHOWN MEET IESNA CRITERIA FOR A FULL CUTOFF CLASSIFICATION POLES AND FIXTURES SAHLL BE DARK BRONZE. Numeric Summary J N a ' C N `'n •r Label CalcType Units Avg Max Min Avg/Min Max/Min Paved Area FC at Grade Illuminance Fc 2.64 7,8 0.4 6.60. 19.50 FC Beyond Prop Line at Grade Illuminance Fc 0.04 1.4 0.0 N.A. N.A. FC Spill into Existing Parking Illuminance Fc 0.15 E5 10.0 N.A. N.A. ALL VALUES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT FINISHED GRADE FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.25MFC FOR REFERENCE USE ONLY VALUES D❑ NOT INCLUDE CONTRIBUTION FROM ADJACENT STREET OR PROPERTY LIGHTING �� -• 1-_L7.-.._..p._-_-CI-.---LL____.t1_._..Lr___ I 1 1 i ,, - --_. `•. -ice � I � _ r PA ld N 5, 365 SF \ r -O O°. O CED PUYCROUN ° PR 1( D OPO,S' Cid' ° o O ° O° a , DAYCARE, j I ' 1,9"5BU00 S ILDl' C -� I 100' O O o O° o I D 0 o ' I o 1.0 1-oO o O 'O o - O ,, ' ,o lo O° \ C ' . 'O I f I � _ o O o O Q o I O I I \ J o ° o 0 0 Qa o , o a° ;1 , o° ° 0 1 0/ 10 o° I -o °o o o'O Qa 11-o 'O 'a i ;-o, o O r o O\ o o Qo O o 'O Qo o ! O, Oa 1 rr ,I r ONO Qo O Oo 1i -o O ---•-----_w. �. O O O o J�li � QO 61) O �_ 1 O o O° \ o ° (p c� --� lep O I 37 1 o f o -7 o -- -- O ` _� O° O f Qo ,O o �o o I `� o O �° o co (A o o' Q I 0 1 �o o o o �o 00 d O o o° 9 o o �O _ O c p O I ;r o i o '� o ° O o of o ` N ° -(P ,ep ° ' o �° r �° i po 0 o O ° 1 ,l° Jo C� cp ' � � I -oI �o 0 -Q yp f o ° o I 0 1 o O (A o I N n -o/ o � o o \ Si S) 0 CP O O I o y I_0 d • • - r I v • 37 10 PYl0 p I 1 I , o • s - 37 ° o ° o° 0 0° 1 I RL' I ( o -o 0 1 1 I TAILI BU I I ; '� o ILDIIW 1 r 1 o O /o° I I l 1 41500 SF I 1 1 I o o Q o / I 1 I o O o 1 I I o 0 I I I I 1 PR 1 0 0 '� o OP � o ° ll I 1 1 1 5, Cl B ° ° '(2 I 1 I � 1 1 � 6 s 0 0 0„ -o I 1 1 I o o O � O \ 1 1 � 1 I ! r 1 I -,A o o° VI - 0 'o I I 1 1 o°O o 0 -O Io I ` 0/ O 'o ° ° o O. O ° • o i El 0 o° Icl-I 10 o -o ( N _- OHE OHE _._�._. OHE ------ HE _ O OHE - OHE ..�...._. OWE OHE �HE �.� ._ c�HE --X\0 — OHE - E OH 0 UHE OHE OHE - U ----- c1f IE —' OHE OHE - --- C'YRE OHE -- OHE E OHE OHE OHE - OHE �-- - - ---' UGE UGE UGE UGE UGE UGE - -� OHE - �' UGE E UGE '-E UGE UG UGE UGE -- UGE - -- UGE -- UGE ----- UGE -- UGE -- -UGE - — UGE - -- UGEE -- UGf -- UGE -- UGE -UGE -- U - UGE -- UGE UGE - �--- U GE UGE --- -UGE UGE — U GE 1 UGE - -� O o _ ,O 20 0 20 40 60 �� p o ,O �` •Q° p O ° O o ° O° 1 -�"` o f SCALE: 1 " = 20' J N a ' C N `'n •r C 0 N .0 i O� II 0 sa hs p� Ate. � arcO D C A m 0 C.) U ZGn Zo 6 O 5� m c7E m z CD W 0 A O � A w� 7_1 ILL. z N w Z W o J a. �� Z ZE1 w w H _ ? E4 J A w P! � o w 1.4 F_ w w W W a I- _4 (=n DDR PROJECT NO: 70379 INDEX TITLE: S7 SHEET NO: 7 OF 11 DATE: 10-15-2007 4 585 -.1- 1.. 1-1- .. .... -- ----- - ­ ---- ----------- -- .­ 9 Slab to be PrQyiM in - 11 "this-- SV66_ture Emmull 4 -- ------- 565 _36' RCP'* i.0 - ------- — 560 j 555 ---------------- -- - 550 545 2 STORM SEWER PROFILE RISER—>ST 7 �8 I"=20' Harz, 1"=5' Vert ..... . ....... 0 gi .. . ......... . ..... 7 918 �g V) .6 570 3: 4 eq 'g 118.s Ls '8- > 570) 0 V) 7 FinalGradeGrade Exist. Grade wzi 565 565i 7_7 + io' - 15" . ... ... RCP 0 1.9%. . ... .. 560 560) 0+00 1+00 3� STORM SEWER PROFILE ST 3- 1"_-20' Harz, I"=5' Vert 0) OR 7 560 ------ -------- 585 co 7 560 c� V) Z 0 ... ........ ..... . .... V) 1* ao Ln 580 --------------- LOCN (0,ri cli C� U') C) Z+U0 C4 11 3— 575 ---------------- ------ -------- 585 570 ------------ — 04 . ........ - ------------- (n V') nr C:),* 555 IT- .................. ------------- ...... .. . .. ........... ..... ..... .... . ... ..... ... z it' 555 565 A a r- ^4F o 585 ............ ------- 1.9 > > > 11 Lo ---------- 0r4 1 0,+ > > cc 550 11 .4r 11 11 (3 C C Final Grade 560 Exist. Grade---_ -- --- - ----- Cm LO 8 �2 4' ------------ - ---------- .... .. ... ..... LVDOT RCP 0 1.5% +N to II CN'Ln 580 545 .=a 45 5 580 > ------ . ...... - --------- ...... 555 Std. SIL -1 Safetv Ti Slob to be Provided In— ---- - ----- A 2A' 550 VDOT Std. a t $!L711. S this Structure Slab to be Provided in 6r-.= 36' RCP 0 2.1% 545 this Striu_c­tiure 4. ...... ------ 575 ------ -- ---- ... ...... ------ --- ,f_..__11--_.._-_---__---:_-----------___---------------- ------- -------- ------------ 575 540 0+00 1+00 STORM SEWER PROFILE ST 7 ->ST EXI 1"=20' Harz, I"=5' Vert 4 585 -.1- 1.. 1-1- .. .... -- ----- - ­ ---- ----------- -- .­ 9 Slab to be PrQyiM in - 11 "this-- SV66_ture Emmull 4 -- ------- 565 _36' RCP'* i.0 - ------- — 560 j 555 ---------------- -- - 550 545 2 STORM SEWER PROFILE RISER—>ST 7 �8 I"=20' Harz, 1"=5' Vert ..... . ....... 0 gi .. . ......... . ..... 7 918 �g V) .6 570 3: 4 eq 'g 118.s Ls '8- > 570) 0 V) 7 FinalGradeGrade Exist. Grade wzi 565 565i 7_7 + io' - 15" . ... ... RCP 0 1.9%. . ... .. 560 560) 0+00 1+00 3� STORM SEWER PROFILE ST 3- 1"_-20' Harz, I"=5' Vert _' STORM SEWER PROFILE ST 4B—>ST 4- 1,S J8I"=20' HorZ--ir, =5' Vert 0) OR 7 560 ------ -------- C4 22 RZ! co 7 560 c� V) Z 0 z V) 1* ao Ln >> LOCN (0,ri cli C� U') C) Z+U0 C4 11 3— V) (n 11 118 585 LO'D C'4 + 00 — 04 11 (n V') nr C:),* 555 IT- z it' 555 A a r- o 585 ............ ------- 1.9 > > > 11 Lo > > cc 550 550 -- --- - ----- Cm LO 8 �2 4' LVDOT RCP 0 1.5% CN'Ln 580 545 45 5 _' STORM SEWER PROFILE ST 4B—>ST 4- 1,S J8I"=20' HorZ--ir, =5' Vert STORM SEWER PROFILE ST K4 ->ST K1 �81"3F_=2-0- z, 1"=5' Vert 7 ------ -------- 7 c� V) Z 0 z LOCN (0,ri cli C) Z+U0 C4 11 3— 585 LO'D C'4 + 00 — 04 11 nr C:),* z it' A a r- o 585 ---- ------- LL A > > > 11 Lo > > cc Cm LO LVDOT CN'Ln 580 580 Std. SIL -1 Safetv Slob to be Provided In— IV) VDOT Std. a t $!L711. S this Structure Slab to be Provided in this Striu_c­tiure ...... 575 ------ -- ---- ... ...... ------ --- 575 I 1 06 RCP 0 22 -------- ...... 570 ------ .......... . 570 RCY 4 'RV — _2 24" 565 565 To Keglers Basin 560 .. ........ --------- ---- ----- .. .......... -- ----- ----- 560 0+00 1+00 2+00 STORM SEWER PROFILE ST K4 ->ST K1 �81"3F_=2-0- z, 1"=5' Vert E-4 .z W O LL 0 E-1 C) w W 0 w w m a. U) DDR PROJECT NO: 70379 INDEX TITLE: S8 SHEET NO: 8 OF 11 DATE: 10-15-2007 V) Z 0 z N__4 o LL A E-4 .z W O LL 0 E-1 C) w W 0 w w m a. U) DDR PROJECT NO: 70379 INDEX TITLE: S8 SHEET NO: 8 OF 11 DATE: 10-15-2007 LD -204 Stormwater Inlet Computations Sag Inlets Only Catch Runoff Inc J N a J ;.0 Tot Tot Up Dn Pipe Inv - - E2 Pipe Velocity 1\ a 'o - Point C 0 Coef AC � .E � Flow Inv A Inv 05) o Dim _... - ........... ---__ _._ .._ . _ _.._ ... Inc (ac) U 21 m C4 565 _ + n �� 565 Lj (Whr) G -fill Final Grade ~ Xs > > > Exist. Grade EI 0,e4 nS _.._. _..__ ._ .. . __.._... (in) 4� Or.) (k/s) �t 5 560 60 2 3 4 5 6 7 LD -204 Stormwater Inlet Computations Sag Inlets Only Catch Runoff Inc Accum Tot Tot Tot Up Dn Pipe Inv UO3wM Pipe Velocity Flow time Point A Coef AC AC Tc � Flow Inv A Inv Len S Dim Cap Inc (ac) m (min) (Whr) G EI (ft) % (in) Or.) (k/s) (min) Z 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 ST -3 ST -2 0.26 0.85 0.22 0.22 5.0 9 1.50 564.61 564.50 9.6 1.15 15 6.92 4.54 0.04 ST -2 STA ytLU 0.00 0.00 0.22 5.0 6.801 X1.0 564.00 561.00 s 3.33 15 11.79 6.63 0.23 E LU U) W a Ci C5 c7 a O Riser ST -7 0 c c� - 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 80.70 (ft) (ac) 110.3 1.60 (irVhr) (cfs) (cis) (cfs) ST -6 (1/1) 0.00 (10 (ft) (ft) 0.0 (cfs) (cis) (ft) (ft) (ft) ST -3 DI -3C 6 0.26 0.85 0.22 13.45 4.00 0.88 ST -4 0.88 0.016 rVa 0.050 n/a 6.81 87.51 100% 0.88 0.00 0.137 0.5 0.274 2.68 ST -3 DI -3C 6 0.26 0.85 0.22 6.81 1.51 1.51 0.016 n/a 0.050 n/a 100% 1.51 0.00 0.192 0.5 0.384 3.84 IST -5 DI -313 8 1.05 0.87 0.91 0.33 4.00 3.651 6.28 3.65 0.016 n/a 0.050 n/a 24 100% 0.70 2.95 0.297 0.5 0.594 5.94 IST -5 I DI -313 1 81 1.105 0.871 0.91 1 6.811 6.221 548.82 6.22 0.016 n/al 0.0501 rVal 6.42 0.02 100% 1.18 5.041 0.4241 0.5 0.848 8.47 7J JTJ W k fr 0 zo o __. U_. 540 V 540 3 0+00 1+00 W m � A � 0 m w z w 2 STORMWATER INLET COMPUTATIONS___ _ o 1 STORM SEWER PROFILE ST EX -2A ->ST EX -2 SV A S9 1"=20' Horz, 1"=5' Vert o 12x8 1 � � \ \ \ z c _ AR �; 45' K JNG FOR �? d go f -__•._- \ 1X1. ' � \ 5 1 w \ \ 45' x r t l 9e yW end�x -.-•-�'_'_.��� r .._�-�-.._ _._ �.... __ r t r �t I!} f Bend / <'o� U_ Ile \ I rs LD -229 Storm Drain Design Computations_'Bd / o Route: N/A Prol: Ri�nna Plaza \ - - J \ �;' �" / ' _ District: RIO i ` k/'t� / County: Albemarle -- - - - - -- -- !' 1/ Description: Pipe Calculations ! /Y / W � H From To Point Catch Runoff Inc Accum Tot Tot Tot Up Dn Pipe Inv UO3wM Pipe Velocity Flow time Point A Coef AC AC Tc Int Flow Inv A Inv Len S Dim Cap Inc (ac) m (min) (Whr) (cis) El EI (ft) % (in) Or.) (k/s) (min) 7J JTJ W k fr 0 zo o __. U_. 540 V 540 3 0+00 1+00 W m � A � 0 m w z w 2 STORMWATER INLET COMPUTATIONS___ _ o 1 STORM SEWER PROFILE ST EX -2A ->ST EX -2 SV A S9 1"=20' Horz, 1"=5' Vert o 12x8 1 � � \ \ \ z c _ AR �; 45' K JNG FOR �? d go f -__•._- \ 1X1. ' � \ 5 1 w \ \ 45' x r t l 9e yW end�x -.-•-�'_'_.��� r .._�-�-.._ _._ �.... __ r t r �t I!} f Bend / <'o� U_ Ile \ I rs LD -229 Storm Drain Design Computations_'Bd / o Route: N/A Prol: Ri�nna Plaza \ - - J \ �;' �" / ' _ District: RIO i ` k/'t� / County: Albemarle -- - - - - -- -- !' 1/ Description: Pipe Calculations ! /Y / W � H From To Point Catch Runoff Inc Accum Tot Tot Tot Up Dn Pipe Inv Pipe Pipe Velocity Flow time Point A Coef AC AC Tc Int Flow Inv Inv Len S Dim Cap Inc (ac) (min) (Whr) (cis) El EI (ft) % (in) Or.) (k/s) (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 ST -3 ST -2 0.26 0.85 0.22 0.22 5.0 6.811 1.50 564.61 564.50 9.6 1.15 15 6.92 4.54 0.04 ST -2 STA 0.00 0.00 0.00 0.22 5.0 6.801 1.50 564.00 561.00 90.0 3.33 15 11.79 6.63 0.23 Riser ST -7 - - - - - - 80.70 565.66 561.78 51.2 7.581 36 183.49 11.62 0.07 ST -7 ST -6 0.00 0.00 0.00 0.00 0.0 0.00 80.70 559.28 557.52 110.3 1.60 36 54.22 11.63 0.16 ST -6 ST -5 0.00 0.00 0.00 0.00 0.0 0.00 80.70 556.52 553.22 211.2 1.56 36 83.34 13.45 0.26 ST -5 ST -4 1.03 0.87 0.90 0.90 5.0 6.81 87.51 551.12 547.51 121.5 2.97 36 114.91 17.86 0.11 ST -413 ST -4A 0.89 0.37 0.33 0.33 7.0 6.28 2.07 550.28 549.19 57.7 1.89 24 31.07 2.50 0.38 ST -4A ST -4 0.61 0.56 0.34 0.67 7.4 6.191 4.15 548.94 548.82 7.9 1.52 24 28.07 6.42 0.02 ST -4 ST Ext 0.00 0.00 0.00 0.00 0.0 0.00 91.66 544.69 543.25 67.3 2.14 36 97.53 15.68 0.07 ST Ex2A ST EX2 1.10 0.83 0.91 0.91 5.0 6.81 6.22 553.50 551.43 59.2 3.501 18 19.63 9.92 0.10 ST EXz ST EX1 0.00 0.00 0.00 0.00 0.0 0.00 97.88 541.13 540.34 17.8 4.45 36 140.58 21.43 0.01 Note: Flows shown for Riser to ST EX1 reflect routed flows from Keglers SWM Facility. i C:) � z /1 v �4", Ii arerd ; ciStoPokvrkin 9SP W W x Hei t -'� =�a-_: _ ' = / ` / r' / LL. 5.0.5 ���Z.xk¢sac. i r , V 1 2 E- _ \ SPO esLij _j W O s / /W W W ._1, q_7 J - yam/ / 1 O Z:X 18' P 20, orkin 3 R ^ �? �� / £" / 0. I--+-�1 !n a, / DDR PROJECT NO: 70379 9 X 18' firkin , SPoc i a INDEX TITLE: �! s s MH -C2 3'R \2� 22.5' - _ ro BendS9 f, 27X12' �4 mPster o /. r 3 STORM DRAIN DESIGN COMPUTATIONS � a Ben ord Fery� �_- SHEET No: 9 OF 11 �SV * 51_0 ` . ' - X 1 He Ce 15 ; Easement 4 WATERLINE CONNECTION DETAIL : 4 ;�SV I r _ - , c-1 I . _, � � DATE: 10-15-2007 J �N� J �Co o�S 3" of SM -9.5A/ C o CQ s 6' VDOT 21A L fr O V/ r���"�«' �,,,9-a SEWER SERVICE LATERAL CONNECTION NOTES FRAME & COVER F �.:r:.� T. <>.v O_ — O 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE (SEE FIG. S-I-D,E) STREET SURFACE OR _ N AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS .0 > INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE NON -PAVED AREA c G LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE ? SLOPED AREA -'� QIf TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED Typical Paving Section 0 t TO THE MANHOLE. Q SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE 1Q 1'-0" MAX q6 CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY SEAL E , Parkin Area_ s ______ _ _ OR AN APPROVED EQUAL. 2'-O" _..._._-.____.-.__ .. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" 2' MIN F3000 PSI CONC. BASE S11 NOT TO SCALE - ^` .n '1 0 "WVEDG-LOK" TYPE ~04. y 4.ALL SEWERPEFOOT LATERALS SHALL HAVE A MINIMUM BENCH SLOPED TO FLOW RIUBBER COATED STEELDIAAAZA'1`�Cw�O 5.ALLMETER SEWEROLAT'ERALS SHALL HAVE A MINIMUM COVER i I s CHANNEL 1/4" : 1' MIN EQUAL ORAPPROVE IN PLADCE ° 3'-0" MIN OF 3 FEET. SALTe'•� �e PRECAST REINFORCED ° 1 CONCRETE SECTIONS 12 MIN TREATED /� "Q" RING SEALS a 16" MAX WIDTH VARIES A 2 x 4 -- BRANCH MIINIM M ° 4,000 PSI Concrete 6\Nt �, 4„ -� J�� ?�yi FINISHED GROUND MARKER 12" -�--- DIIFFERENCEEACROSS M.H. 5" 4'-0" 5' 6„ 0 o FROM INLET TO OUTLET � ,. , . x SIHALL BE 0.20 FEET. a �,> y,.;- -T CONCRETE VARIES �— 3E d z p DEPTH OF FLOW COMPACTED SUBGRADE J Z o PLUG END OF 2 CHANNEL TO BE FILLETS 4" VDOT 21 A 95% COMPACTED EACH WAY "�y cl MAIN LINE SERVICE LATERAL � 3�4 [DIAMETER OF _ y F O�tv 5• (Max) SECTION EWEFRIeuTING a a — - „ #4003 Q� ' Min A FILLLETED INVER � . ° .. d .. 12 0 (Min) E OR A SMOOTH Typical Paving Section FLEXIBLE CONNECTION NOTE: TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE ConcretePavement (X, 5 Pt DUmset Pad t — — — -_— A WITH STAINLESS STEEL ALL CONNECTIONS TO PROVIIDED. MIN. 6" BEDDING - --- -" _-- BAND EXISTING MANHOLES SHALL NOTE W/ NO. 68 STONE Sll NOT TO SCALE m w BE CORED AND A FLEXIBLE o CONNECTION BOOT 1. BEDDING ,THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE INSTALLED SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. w IN LINE WYE -TEE 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. Z PLAN 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED O o INSIDE AND OUT. VARIES walk TYPICAL MANHOLE SECTION Concrete"00 PSI 5 R TYPICAL MANHOLE PLAN SHOWING('3 SHOWING BRANCH TIE—IN A m 2 BRANCH TIE—IN---- -- SEWER SERVICE LATERAL CONNECTION S11 9_0 TO SCALE -- S11 NOT To scaLE� S11 NOT TO SCALE 4" VDOT 21 A as Typical Paving Section W r6'C_on_c_re_te_ Sidewalk Z S11 NOT TO SCALE ----- - - o A a Z c A 6" W 6„ rY (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA -------------------- I / BOLT CIRCLE. 2" (51rmm) LETTERS O (RECESSSED FLUSH) INLET SHAPING iw i" I I (BY OTHERS) I East Jordan Iron [25mm] A I __ _ __ ____ ____ ___ _ I Works 00104316 1 J I -t A C —i 1 ("2) CLOSED L i�_._ ---- -_— —_—_I SDR -35 PVC COUPLING x FL P-IICKHOLES CAST INTO PRECAST BOX US Foundry Corp. �j I I WALL BY AMERICAST REMAINING BACKFILL SHALL 9 (OUTLET PIPE USF 710 tin dt DP cover 1 1/2" I I NOT CONTAIN ROCK MATERIAL or approved equal r [38mmJ i i LOCATION VARIES) 36"MIN LARGER THAN CIN ANY �1 L-`- --------- ______.._______� CURB (BY OTHERS) MI DIMENSION T— PLAN VIEW 24 "MIN INTIAL BACKFILL* EMBEDMENT 8"MIN (6" LIFTS) 0 0 TREE FRAME PLANT AS SUPPLIED O CLEANOUT COVER BY AMERICAST GALVANIZED W * THOROUGHLY COMPACTED SE ec CRATE BY HAND OR APPROVED W (Plc CORED CAST IN TOP SLAB CAST IN (NOT SHOWN ANGLE NOSING TOP SLAB TOP SLAB FOR CLARITY) SPRING LINE MECHANICAL TAMPER 1 1/6" (299mm) DIA BOSS CURB OTHERS) ANDUTTER OF PIPE HAUNCHING INTERLOCKING R NO. 68 STONE 1 1 1" JOINT (TYP) STREET N Z BEDDING 6" max 271/2" DIA / .� 4" mitt [699mm]0 [38mmJ 7" 26 1/4" DIA e U FOUNDATION (SHALL BE �` [667mm] —� [176mm] 26" DIA 1 1/2" `cv `1 o DOWEL BARS J REQUIRED WHEN SOIL [660mm] [3&nm] I M „ w CONDITIONS ARE UNSTABLE 1/4" (6mm) DIA 31/8" 0 12 O.C. Q a ALL PIPE) 24" DIA NEOPRENE GASKET [79mm] L505mi IV 28 7/16" DIA I 5/8. ,...:. :..1...�..;•�. .: .,t•: '' . w 0 I' [722mm] '1 (16mm) 23" DIA •.. ': •• . , PERFORATED NOTE : [584mm] MULCH PROVIDED BY AMERICAST to UNDERDRAIN SYSTEM H--4 36" DIA 25" DIA UNDERDRAIN STONE PROVIDED BY AMERICAST BY AMERICAST 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE [914mm] [635mm] E..i O.D. OF GASKET GROOVE FILTER MEDIA PROVIDED BY AMERICAST BACKFILLED ENTIRELY WITH NO. 21A STONE. FRAME SECTION �-I U ~ SECTION SECTION A -A 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING of NO. 68 STONE " $ _TYPICAL MANHOLE FRAME & COVER TYPICAL SEWER PIPE INSTALLATION IN TRENCH S11 NOT TO SCALE DESIGNATION L W TREE GRATE QTY & SIZE OUTLET PIPE 4 x 6 4'-0" 6'-0" (1) 3x3 4" SDR -35 PVC 4 x 8 4'-0° 8'-0" (1) 3x3 4" SDR -35 PVC 4 x 12 4'-0" 12'-0" (2) 30 4" SDR -35 PVC 6 x 8 6'-0" 8'-0" (1) 44 4" SDR -35 PVC 6 x 10 6'-0" 10'-0" (1) 44 6" SDR -35 PVC 6 x 12 6'-0" 12'-0" (2) 44 6" SDR -35 PVC 7 x 13 7'-0" 13'-0" (2) 44 6" SOR-35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED DDR PROJECT NO: 70379 BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIF FILE FORMAT. INDEX TITLE: DATE: 09-04-07 Dwc, FTNL-3 d L1l%IlLS'LIL1 ��L,;..k�J U® PRECAST FILTERRA® UNIT (�����(��[�® _j Sil NARROW LENGTH CONFIGURATION u U U SHEET NO: 11 OF 11 rT T ical Filterra Detail S11 NOT TO SCALE DATE: 10-15-2007 Qli � A a U 0 H W W � U) MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED DDR PROJECT NO: 70379 BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIF FILE FORMAT. INDEX TITLE: DATE: 09-04-07 Dwc, FTNL-3 d L1l%IlLS'LIL1 ��L,;..k�J U® PRECAST FILTERRA® UNIT (�����(��[�® _j Sil NARROW LENGTH CONFIGURATION u U U SHEET NO: 11 OF 11 rT T ical Filterra Detail S11 NOT TO SCALE DATE: 10-15-2007 FINAL SITE DEVELOPMENT PLAN FOR Jn s W W � LMR P EO A� ^ U O A\ W 'RIVANNA PLAZA E W L0 Q ALBEMARLE COUNTY VIRGINIA J c �yw OIG 6 nS 4a a'( C, TM 45 PARCELS 109 AND 11X1 CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION c° °c Corrsbroo o�. k Dr. O l� SITE \`ry c w� M Sl —COVER SHEET S2 — NOTES, ABBREVIATIONS & LEGEND S3 — EXISTING CONDITIONS/DEMO PLAN S4 — SITE PLAN S5 — GRADING AND UTILITIES PLAN S6 — LANDSCAPE PLAN S7 — LIGHTING PLAN S8 — STORM SEWER PROFILES S9 — SANITARY SEWER AND WATERMAIN PROFILES S 10 — DETAILS S 1 1 —DETAILS AND CALCULATIONS RIVANNA PLAZA LLC 109 ROBINSON WOODS CHARLOTTESVILLE, VA 22903 U) z 0 W T Fl OF� L TODD M. PHILIPP a 0 I Lic. No. 22869 SS/ONAL 00� a F i m 0 Lu Y U W 2 U D" } m w Z W 0 DDR PROJECT NO: 70379 INDEX TITLE: st SHEET NO: l OF 11 DATE: 5-28-2008 �i z E, x N W z U a O �Qw H 6i o 04 w � � U H ~ o w 0 _ a F i m 0 Lu Y U W 2 U D" } m w Z W 0 DDR PROJECT NO: 70379 INDEX TITLE: st SHEET NO: l OF 11 DATE: 5-28-2008 OPEN 125,413 TOTAL 144.519 144,519 4: AVERAGE DAILY TRAFFIC - 130TRIPS PER DXT (ITE TRIP DEREMM MANUAL MUES 055 a 1514) CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REWIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUDLEUNES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERFTY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARI O71ON AND/OR DIRECTION. INTERN VA71OI DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCA70 OF ALL 007ING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVA71ON SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLED AS PART OF THE CONTRACT DOCUMENTS. & CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REWIREMENTS, IF A PERMIT EXISTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REWIRED. ALL WORK SHALL BE IN ACCORDANCE LITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE To REPAIR RESULTING DAMAGES, IF. ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADWAS790 BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS., I& CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE PITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. CONTRACTOR SHALL DISPOSE OF DEMOUTION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL. STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15. EXISTING UIU71ES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL. STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPEC71ON BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF DOSING UTILITIES ACROSS THE UNE 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 UNES 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 AUIHLORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 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 PIPE, OVER THE CENIERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. GENERAL CONSTRUCTION NOTES (PART ONE) I. PRIOR 70 ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE. PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CI.EARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 21 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COMITY ENGINEER. OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SOS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES & UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS IN. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1928 GENERAL CONSTRUCTION NOTES (PART TWO) I. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BROC;ES. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES: USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES: USE COMMON FILL MATERIAL. FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6' LIFTS. & COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALK% AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL 4. AREAS ON WHICH FILL. IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTEfMCS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FAIL MATERIAL ASTM D 2487. CLASSIFICATION GW, GP, GM, K SW, SP, SM. SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 23 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL ASTM D 2487, O-ASSFO71ON GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 5. ALL FINDS GRADING, SEEDING AND SODING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT 70 THE BUILDINGS OR STORM INLETS. 6.CUT AND PATCH WORK IN EASING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL DOW CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. WN THE EVENT THAT SUSPECTED CONTAMINATED SOIL. GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MAIERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL. AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. GENERAL NOTES 1. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABKJTES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 2. ALL STARS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. & SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. 4. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 5. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO WMNATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 6. RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT SHALL HAVE A RAZING INSTALLED PER COUNTY REGULATIONS LT SITE DATA & GENERAL NOTES J J ABBREVIATIONS y LEGEND SILT FENCE � N GAS VALVE SITE DATA GENERAL UTILITY NOTES GENERAL EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION OWNER (TMP 45-112C1k 1. CONTACT MISS UTIUTIY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE ABAN ABANDON(ED) MAX MAXIMUM lk PROPERTY UNE AIR RELEIASE VALVE MH MANHOLE RIVANNA PLAZA LLC CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN INDEX CONTOUR 22869 ?011, CONAL EN 109 ROBINSON WOODS SATISFACTION. ADJ ADJUST MIN MINIMUM POLYVINYL CHLORIDE ADJACENT PROPERTY UNE x 165 TC TOP OF CURB ELEVATION CHARLOTTESVILLE, VA 22903 2 THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE AHD AHEAD MON MONUMENT CONCRETETEST i' 111 CROSSWALK 0 Y ELECTRIC METER PIT LOCATION/BORING LOCATION CABLE TELEVISION REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVES) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE PLANS. SANITARY ® ACCESSIBLE CURB RAMP - - - - VACATED PROPERTY UNE DI DROP INLETSCC OWNER (TMP 45-1091 THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR APRX APPROXDMAIE NIC NOT IN CONTRACT DIP DUCILE IRON PIPE STM STORM BENCHMARK RIVANNA PLAZA LLC DOES 17 GUARANTEE AGAINST THE POSSIBILITY THAT ADDI70AL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO 0 TRANSFORMER PAD A EASEMENT VAN -ACCESSIBLE HANDICAP PARKING 109 ROBINSON WOODS ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVAIONS OF THE POINTS OF CONNECTIONS TO DOSING UlILIVES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING BC BACK OF CURB NTS NOT TO SCALE _ VAN o IRON FOUND CHARLOTTESVILLE, VA 22903 UTIUTIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. TSV TAPPING SLEEVE &VALVE - - - BUILDING SETBACK GUY POLE FM FORCE MILAN UP U11UlY POLE BFE BASEMENT FLOOR ELEVATION OC ON CENTER DEVELOPER: 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT m MATCHLINE F&C FRAME AMID COVER PARKING SETBACK - UD - UNDERDRAIN RIVANNA PLAZA LLC THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE U7IUTY SHALL BE ACCURATELY DETERMINED BIT BITUMINOUS OH OVERHEAD WATER METER 0 w .. (MASS WITHOUT DELAY BY THE CONTRACTOR, AND THE IWORMA7ON FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF �■� ZONING LINE NOTES: GT 109 ROBINSON WOODS THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR To PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR BK BACK PE POLYETHYLENE I. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. --�- GATE VALVE DRAINAGE LINE CHARLOTTESVILLE, VA 22903 ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. EC -3 TYPE A 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. HDPE HIGH DENSITY POLYETHYLENE REFERENCE:LEGAL DEED BOOK 3537 & PAGE NUMBER 057 (TMP 45-109) 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BM BENCHMARK PERF PERFORATED.: �� LIMIT DISTURBANCE - RD - ROOF DRAIN DEED BOOK 3537 & PAGE NUMBER 065 (TMP 45-11201) BE INSTALLED ACCORDING TO COUNTY STANDARDS. BS BOTTOR OF SLOPE PROP PROPOSED_ _.. _ FLOODPLAIN LIMIT S _ SEWER UNE TAX MAP 45, PARCEL LA0. 109 AND 11X1 (3.321 ACRES) & RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, CB CATCH IBASIN PIVD PROVIDED z o TRENCH DRAIN AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: $ ez - BUFFER ZONE TD - MAGISTERIAL DISTRICT. RIO DISTRICT A. IMPERVIOUS SURFACES: FLUSH CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY � : RMA - w - WATER UNE B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. _ ...._ __.. RMA -RESOURCE MANAGEMENT AREA SOURCE OF BOUNDARY SURVEY: DOMINION DEVELOPMENT RESOURCES, LLC. CENTER UNE RCP REINFORCED CONCRETE PIPE RPA - 4" FP - FIRE PROTECTION LINE S. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE RPA - RESOURCE PROTECTION AREA SOURCE OF TOP APHY: B. AUBREY RUFFIAN &ASSOCIATES COUNTY STANDARDS AND THE PROJECT SPECIFICATI O & CL CHAIN LINK REM REMOVE - 2"DW - WATER SERVICE LINE THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL STANDARDS. THE MINIMUM MANHOLE DIAMETER MALL BE 4 FEET. CMP CORRUGATED METAL PIPE READ REQUIRED EDGE OF GRAVEL _. - - GAS UNE -FLOOD INSURANCE RATE MAP NUMBER: 51003002780, DATED: FEBRUARY 4, 2005 & ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON CONC CONCRETE RET RETAIN - - - EDGE OF PAVEMENT Q m c CD BENCH TOP OF DI -7, STEX-7, LOCATED AT NORTH SIDE OF ACCESS ROAD OFF RT 29. ELEVATION: 555.88 THE DRAWINGS. � � W C Q F_ - OHE - OVERHEAD ELECTRIC WIRE _J F- R- HE- CUBIC YARDS RT RIGHT , >. STANDARD 6 CURB DDR PROJECT NO: 70379 INDEX TITLE: WATER SOURCE: PROVIDED BY RIVANNA WATER SERVICE AUTHORITY SOURCE, 9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE DATE: 5-28-2008 - UGE - UNDERGROUND ELECTRIC ACCEPTANCE OF ALL UTILITIES. C/C CENTER TO CENTER R/W RIGHT OF WAY CG -3 SEWER SERVICE PROVIDED BY ALBEMARLE COUNTY SERVICE AUTHORITY STANDARD 4" CURB - DHT - OVERHEAD TELEPHONE LINE CATIOIN SECTION 217. 10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION CURB AND GUTTER R&D REMOVE AND DISPOSE CG -s THIS SITE DOES NOT UE WITHIN A RESERVOIR WATERSHED 11. NO PLANINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT COMBINATION 6" CURB & GUTTER - ucr - UNDERGROUND TELEPHONE UNE DIA DIAMETER R&R REMOVE & RESET Cc -7 THIS PROPERTY IS ZONED HC AND ENTRANCE CORRIDOR. 12. ALL UTILITIES TO BE PLACED UNDER DOM COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR COMBINATION 4" CURB & GUTTER _CATV - CABLE N MAXIMUM BUILDING HEIGHT: 35 NOTED ON THE PLANS EL ELEVATION SQ SQUARE M////// 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER ELEV ELEVATION STA STATION FIRE LANE STRIPING O lw� DRAIN INLET FACILITIES. FRONT- BUILDING - 30' FROM PUBLIC R/W PARKING - 10' FROM PUBLIC R/W 14. FOR UTIU71ES INSTALLED UNDER ROADWAYS AND/DR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO ES END SECTION SW SIDEWALK BE BUILDING ENTRANCE 0 DRAIN MANHOLE NOT LESS THAN 95X OF MAXIMUM DENSITY, IN ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03, 302, 303.10. AND 200.02 PER P.F.M. ESMT EASEMENNT SWEL SOLID WHITE EDGE LINE SIDE: NONE LD LOADING DOCK [ PLUG OR STUB REAR: NONE 15. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PUCE PRIOR TO EW END WALL SILL SOLID WHITE LANE UNE CONSTRUCTION OF SUBBASE AND/OR PAVING. • BOLLARD FLARED END SECTION CURRENT USE: VACANT 16. THESE PUNS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE MATH THE CURRENT APPROVED Ex EASING TBA TO BE ABANDONED -r- SIGN �� PROPOSED USE: RETAIL/DAYCARE - PHASING IS NOT ANTICIPATED. ALBEMARLE COUNTY SERVICE AUTHORITYS GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATKINS, ANY AMENDMENTS THEREOF AND THE EXIST EXIST)Nt TBR TO BE REMOVED HEADWALL STANDARDS AND SPECIFICATIONS OF VDOT. PARKING SCHEDULE: F6 � FILTERRA --. RETAIL (FORMULA: 5.5/1000 SF GLFA)17. ALL WATERLINES AND SANITARY SEMERLNNES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18' VERTICAL CLEARANCE FDN FOUNDAITION TC TOP OF CURB PATH (OUTSIDE EDGE OF PIPE To OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS. O 0 SEWER MANHOLE GFA = 14,800 (BUILDING A) + 4,800 (BUILDING B) = 19,600/1.03 = 19,029 GFLA FFE FINISHED FLOOR ELEVATION TS TOP OF SLOPE �-..-..� TREE UNE 19,029 GLFA/1000 = 19,029 SF X 5.5 - 105 RETAIL PARKING SPACES REQUIRED I& PROPOSED UNDERGROUND UTIU71ES SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A co 0 SEWER CLEANOUT MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMAINS AND SANITARY SEWER. GM GRADE 70 DRAIN TYP TYPICAL FENCE DAYCARE: 200 CHILDREN AT 1 SPACE PER 10 CHILDREN = 20 SPACES + 27 EMPLOYEES AT 1 SPACE PER 1 EMPLOYEE = 27 SPACES 47 DAYCARE PARKING SPACES REQUIRED 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE UGH71MG IN AOORDANCE IMTH NATIONAL ELECTRIC IF IRON FOUND UG UNDERGROUND 153 TOTAL PARKING SPACES REQUIRED (6 HC + 1 LOADING + 146 REGULAR SPACES) CODE` STONE WALL (9 WATER VALVE & BOX IS IRON SETT VESCHVA. E&S CONTROL HANDBOOK 6 HC + 1 LOADING + 8 DROP-OFF + 136 REGULAR 153 PARKING SPACES PROVIDED SPACES ( ) . IPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING T'0 ASTM C-76, UNLESS INDICATED 07HERIMSE ON 20ALL P WALL + FIRE HYDRANT PLANS. LA LA L.ANDSCIAPE AREA YDS YARDS LAND SCHEDULE PRE -DEVELOPMENT ( X POST-DEVELmIENT (5 x 21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO SOCA NATIONAL PLUMBING CODE. � STREAM /POND /WATER COURSE ® WATER METER BUILDING(S) 383 0.3 32,100 22.2 LOD LIMIT OF DISTURBANCE PAVED 18,823 1&0 59.872 41.4 22. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, DETENTION BASIN O WATER WELL 88T 52,847 36 4 TO MATCH FINISHED GRADES. LF LINER FFEET OPEN 125,413 TOTAL 144.519 144,519 4: AVERAGE DAILY TRAFFIC - 130TRIPS PER DXT (ITE TRIP DEREMM MANUAL MUES 055 a 1514) CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REWIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUDLEUNES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERFTY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARI O71ON AND/OR DIRECTION. INTERN VA71OI DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCA70 OF ALL 007ING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVA71ON SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLED AS PART OF THE CONTRACT DOCUMENTS. & CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REWIREMENTS, IF A PERMIT EXISTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REWIRED. ALL WORK SHALL BE IN ACCORDANCE LITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE To REPAIR RESULTING DAMAGES, IF. ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADWAS790 BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS., I& CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE PITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. CONTRACTOR SHALL DISPOSE OF DEMOUTION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL. STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15. EXISTING UIU71ES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL. STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPEC71ON BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF DOSING UTILITIES ACROSS THE UNE 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 UNES 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 AUIHLORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 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 PIPE, OVER THE CENIERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. GENERAL CONSTRUCTION NOTES (PART ONE) I. PRIOR 70 ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE. PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CI.EARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 21 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COMITY ENGINEER. OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SOS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES & UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS IN. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1928 GENERAL CONSTRUCTION NOTES (PART TWO) I. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BROC;ES. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES: USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES: USE COMMON FILL MATERIAL. FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6' LIFTS. & COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALK% AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL 4. AREAS ON WHICH FILL. IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTEfMCS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FAIL MATERIAL ASTM D 2487. CLASSIFICATION GW, GP, GM, K SW, SP, SM. SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 23 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL ASTM D 2487, O-ASSFO71ON GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 5. ALL FINDS GRADING, SEEDING AND SODING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT 70 THE BUILDINGS OR STORM INLETS. 6.CUT AND PATCH WORK IN EASING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL DOW CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. WN THE EVENT THAT SUSPECTED CONTAMINATED SOIL. GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MAIERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL. AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. GENERAL NOTES 1. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABKJTES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 2. ALL STARS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. & SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. 4. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 5. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO WMNATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 6. RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT SHALL HAVE A RAZING INSTALLED PER COUNTY REGULATIONS LT LEFT J J A co:ll: N 6 y x - SILT FENCE � N GAS VALVE n _O 0cv cl d UTILITY 111 y to O 1 O .v - - Tl 27 CONTOUR 0cm GAS METER ARV AIR RELEIASE VALVE MH MANHOLE --- T3>5251 INDEX CONTOUR 22869 ?011, CONAL EN 0 ELECTRIC MANHOLE BOA BLOW OFFF ASSEMBLY PVC POLYVINYL CHLORIDE EM CO CLEANOUIT RIM RIM ELEVATION fi: �x t, , i' 111 CROSSWALK 0 Y ELECTRIC METER CN CABLE TELEVISION SAN SANITARY ® ACCESSIBLE CURB RAMP + LIGHT POLE DI DROP INLETSCC STORMWATER CONVEYANCE CHANNEL U HANDICAP PARKING O TELEPHONE MANHOLE DIP DUCILE IRON PIPE STM STORM 0 TRANSFORMER PAD A VAN -ACCESSIBLE HANDICAP PARKING ETEC ELECTRIC STIR DRAINAGE STRUCTURE VAN UTILITY POLE FHA FIRE HYDRANT ASSEMBLY TSV TAPPING SLEEVE &VALVE CONCRETE PAVEMENT / SIDEWALK ♦ GUY POLE FM FORCE MILAN UP U11UlY POLE ) RIPRAP m MATCHLINE F&C FRAME AMID COVER WA WATER LINE w NEW ASPHALT F&G FRAME AMID GRATE WM WATER METER 0 w .. (MASS rr1-_ NOTES: GT GREASE TRAP WV WATER VALVE EC -2 BLANKET MATTING I. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. GV GATE VALVE 6"V 6" VALVE EC -3 TYPE A 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. HDPE HIGH DENSITY POLYETHYLENE EC -3 TYPE B INV INVERT WETLAND LAT LATERAL z o RIVANNA WATER & SEWER AUTHORITY (RWSA): GENERAL WATER & SANITARY SEWER NOTES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATION AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. ALL MSTRIUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE WITH RWSA IS REWIRED PRIOR TO THE START OF WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 8. FOR SAHNITARY SEWER UNE CONSTRUCTION: RWSA MAY REWIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO CONNECTING TO THE SYSIEM. 7. THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT THE CONTRACTOR SHALL BE RESPON.SIBI.E FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCIVANCIES BETWEEN THE PLANS AND FIELD CONDITIONS THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON 11HE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. & EROSKN AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FIWNG SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE BUSTING PLAN FROM RISA. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTIUTIES SHALL BE REPAIRED BY THE CONTRACTOR To THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRIN(NINE OF THE EXISTING PPE WILL BE REQUIRED. 11. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PF40 R TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS -CONNECTION TO THE PUBUC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACIUTIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE INOT PERMITTED IN THE RWSA EASEMENT. U J J A co:ll: N 6 y � N CL 0 n _O O 0 cl d 111 y to O 1 O .v vA ago WH T H of TODD M. PHILIPP n Lic. No. 22869 ?011, CONAL EN 0 Y w U A m 0 A m w z 0 w O i rr1-_ z z o $ i o a d" z J cl z ,� rrWnn V J 06 z N S O O Q W ►% W Q m CD � � W Q F_ Z _J F- R- HE- w O W a U) DDR PROJECT NO: 70379 INDEX TITLE: SHEET NO: 2 OF 11 DATE: 5-28-2008 1 �f Ex I ( i Ex 20' PRIVATE LATERAL r WALL TO REMAIN EXISTING RETAINING P r O EXISTING SANITARY MH EASEMENT Y TO BE REMOVED 6.B. 1119-577 ' r .B. 996-148 - I EXISTING TREES Q EXISTING SANITARY \ REMAIN LATERAL TO BE ABANDONED w ER _ ..-.__ . __ - �' EXISTING DUMPST .. D TO NT OF NEW ,- BEYOND P01 .- .�.,.� . , �_ W l I - - CONNECTION _ I � JIt , TING GUARD /It It It TO BE REMOVED V- CURB T�0 B- � ,� EMO !!(( ( ,�R • AND GUTTEat vv R - EXISTING CURB --- " , _T � 1, j TO BE REMOVED - _ - 1 i r / 15 SEINER .I _.. � � ,r ,: , � , 20' STORM SEINER ENT � � r^1 w EASEM / D.B.996 148 J w TO BE VACATED,---- -- D•@L 963-148 \ ACCESS EASEMENT j I �_ ° b D.B. 1TTT 8i'3- —� I - Ex D.B. 1034-313 / I � ` -- � TO BE VACATED / � I tz D.B. 993-287 - SM TO BE VACA oc __.._ t is ! , 1 ' ! .:{-- _ ; ; CONTRACTOR TO DETERMINE DEPTH OF ry o /_ o -1�,Ews11Nc GUAR �IL ,, ��, r- : :1� � ,; - . -, __ ,- _ -� __ .: o�kl � -. //s' ,, �,, EXIST WATERLINE PRIOR TO START OF cn °CONSTRUCTION AND NOTI �0' BE REMOVED I u , FY ENGINEER. I ✓ – __ i I R -- _, _ _ PLACEMENT MAY BE REQUIRED. EXISTING SANITARY SEWS � _ _ R _ x _rte _ _ :.� sz ...._-._ ., :.. - . E ABANDONED _ � - ,.�. / TO .. - - �. -. ,. , EXISTING TREE i I r I EXISTING STORM TO BE REMO ':� -' EXISTING TREES ,\ { r TO BE REMOVED . i,` / TO REMAIN \ , ! 14/ I`, 1 1, h ' : � TMP 45-112C ' EXISTING TRE / I TO BE REMOVED �o ' LERS OF - EXISTING STORM / fi ... tx .. ; ,' 'KEG I "l MH TO REMAIN I to I 1 11- - ` h CHARLOTTESVILLE.,-, I, J. DB 996-198 r .EXISTING STORM TO o 'ZONED: HC • III i \ �ZI BE ABANDONED r k..r l USE: EX i CI AL E• COMMERC AL �, f , r ' 15' STORM I M / 32 SANITARY SEWER AND SEWER EASEMENT I D.B. 996-148 STORM EASEMENT \ N I - k / TO BE VACATED jll (' \ I f DB 996-148 I '.' - - -- - - -: I REMOVE TOP � ,' 0 I I 4 TO BE VACATED , y 5g M p 'i EXISTING STRUCTURES EX STORM INLET - �[ ' \ • `1(, i L I "?' 13 f ! r. O ,. t _ TO BE RELOCATED _ ;r ACCESS EASEMENT I - D.B. 1573-456 / I J ; D.B. 973-755 O r D.B. 996-148 --.-580 D.B. 1119-577 �/ r TO BE VACATED I • C EXIST. SIDEWALK & '�, '�:;�., CURB TO BE _ _ __ STAIRS TO BE _. REMOVED 1, REMOVED' 01, I -- +^� 570, I I I i EXIST. 'BUILDING TO BE REMWEE[� TMP 45-109 RIVANNA PLAZA LLC. LIP / -- _ DB 3537-057 \ ' , \ r o/ �I , ' _ZONED: HC __ 110 EXIST. LIGHT POLE TO BE - - ' EXIST. CEDAR TO USE: COMMERCIAL I - I #_REMOVED 1 BE REMOVEio TMP 45-112D I.1 _ , SCHEWEL-CHARLOTTESVILLE I L I° AREA -� DB 1089-334 0 - MINIATURE GOLF COURSE / ,l 1 11 ,� TMP 45-112C1 I (ABANDONED) - -- _� _ 570 \ EXIST. DRAINFIELD ZONED: HC :> TMP 45-93A r I l , TO BE REMOVED USE: COWf#gCIAL LOWES INVESTMENT CORP. �� l l l ~� EXISTING ACCESS DRIVE TO I RIVANIVA ,PLAZA LLb Ex ° \ KEGLER'S TO BE REMOVED 1 EXI LIGHT POLE TO BE 23 2 / 341 / / \ J DB 3537--065 , �' RE 0VE[D \'� FOUNDATION PLANTINGS ZONED: HC to P- - '� EXIST. / DB 1573-453 / , lI I ; \ ZONED: HC I ' 1� USE: COMMERCIAL; \` E REMOVED TO VED EXISTING SANITARY SEWER �... _. b '� I I \ NOTE: USE: COMMERCIAL / I — _ I \ TO BE ABANDONED;` // �/ I \\\ a ' / EXIST. LIGHT POLE TO BE rREMOVAL\RELOCATION OF KEGLER REMOVED //1 EXIST. PLANTINGS , J / ': �., EXISTING STORM TO BE REMOVED, �� , SANITARY SEWER AND ACCESS ROAD, I I \ EXISTING STORM TO TO BE REPLACED 1 ! ,� 'S PARKING LOT AND \ BE ABANDONEDi ,.T o - -- _ , ..�. � ., / '� � ti�� _ � ,AND, SCHEWEL IA .: _ _ _ `\ �':\ `' 1 EXISTING �..=�..y --., 4r.z-;.�-- --!-?? =, ��S�o STORM SEWER SHALL BE COORDINATED I EXIST. MONUMENO:-I�k1411'ARY SEWER FLAGPOLE TO ,� ,� ; • - �' r. �.�. - 1 � .� � - _ 1 WITH SIGN `� '� .� ' o WITH THE OWNERS AND PHASED / ' $ FOR I _ AND STORM \ BE RELOCATED �.►\ \ \ \ \ \ \ \ \ \ I f SANITARY SEWER \ ----- r <'' �`\ \ \ 1\ \ \ \ \ ;J' I KEGLERS I 1 {.. AND STORM EXISTING STORM �. ELECTRIC EASEMENEASEMENT EXISTING \ \ \ \ \ \ \ \ \ \ \ NEW CONSTRUCTION. I I I TO BE RELOCATED \ UTILITY D.8. 245-418 D.B. 1119-577 , 'I/� �e�-,� I r AEASEMENT TO BE REMOVED OVERHEAD D.B. 1034-310 SIGNAGE 25 SPACES EXIST. PLANTIN / q� I 120 STOR / D.B. 973=755 TO BE /� I EASEMENT r] D.B. 407-67 \ D.B. 993-286 RE • SID NG TO R / \ EXIST. PARKING AREA, BE REMOVE >x D.B. 1573-456 I ' 'a T BE REPLACED RELOCATED / • SIDEWALK AND LIGHTING - EX SMH 6 'ue ' - TO BE REMOVED EXISTING TOR � D.B. 1119-577 � .. �- ... � 3 .._.�—EkI�11AC�A�f1 Miles AXIS TNG SAN E -_.. . �. � X. �OIE AND GUY `> EXISTING STORM tt � / / / / � / / TO � PLA D /- 3 Z .._..'..-...SO�E�tE�VF.�._�_.,_...SE16R_T.O3E�dA111., _.._.._!;-`. _..^L, ''WIRES TA '6 . _.._.._f.�:.� TO BE REPLACED y / / / / / 1 / / LE T _.._.._.._.._.._..� .. RELOCATED - - PP- Yom:-- BE REL CATED o o --- -moi. --- ,4� _ _ -o '>�: - 7 I� 0 O f1L___OfE-�_o{--O�F- 0--- _ ..p 0 ¢... \., - \ �-ant BY 0 ERS APPROX.LOCATION EX. U/G FIBER OPTIC LINE I 1' 0—� _ 0 r .�_..x_._ _ _ _ ice— - ` 0 - - .. I � _ .. a.. .— j PP o _ ._ . «:: _ , • � , u ... _ .._ .. _ I.1� I TING STOR - 1 0 _ x �..... _.. .r , - T r _ j111 AMAIN ELECTRIC EASEMEN o .. _ .._ . _ ._ . _... r _ �.. -- __- ' , ! f / �? ... -. _ R OPTIC LINE s - - D.B. 245-419 ATION EX. u G FI - - - - � �. • . _ .. - PROX. LOC / 21 �' _. -.... _ ... _ . _ . ... _. .. _ __ .- ._' -•r _ APPROX. LOCATION EX. ENTRANCE EX - - Cf 3� — — — — — — — — — -- — — '� M _ ■iii EXIST. ENTR _ _ _ - - - - _ -- --- - - CLINE -- — -- '-` _. 1... _ .. �r�� — — — — — _ _ '� 24 \ _ U G FIBER OP _ / IMPROVEMENTS TO ` _.__. ----- ------ -- ..__--== ---- / \ : ys. F!-... ;.., �... !off".. .' _ �'... .. .� — — — — — MOVED . " . ------------- ------ EXISTING POLE AND i Ez BE RE . 1 - R ( _=� WALK GUY WIRES BE EXIST. CURB AND GUTTER TO EXISTING STORM O \ EXIST. POI. TO r` I ;V EXIST. SIDEWALK TO REMAIN CURB AND SIDE BE SUPPORTED_.. { TO BE REMOVED RELOCATED TO BE REPLACED EXIS TING STORM EXISTING STORM DURING CONSTRUCTION :'{ EXISTING STORM SEMINOLE TRAIL TO IBE REPLACED EXIST. STREET TREES TO BE REPLACED �'� TO BE REMOVED ; . EX. SIGNAL POLE INLET TO REMAIN STATE ROUTE 29 VARIABLE WIDTH RIGHT OF WAY i' 1027' TO INTERSECTION OF WOODBROOK DRIVE I 60 30 0 30 60 90 / f SCALE: 1" = 30' o'4� N L T H OF G � Z TODD M. PHILIPP Lic. No. 22869 dillimmmi- CQ J aclj w�� ION •r E N a o � 0_ •C > A EQ C}`" 1t 111 �`l to O r i a1 y 4. w i C\% - z moons o'4� N L T H OF G � Z TODD M. PHILIPP Lic. No. 22869 dillimmmi- CQ ION Z O o � z A H 5 v - z moons Q � � A I--�I -a m � 0 A iLi �-I O 1= 134 � U F- LU w Ir _ IL cn DDR PROJECT NO: 70379 INDEX TITLE: S3 SHEET NO: 3 OF 11 DATE: 5-28-2008 ION � z H 5 w - z moons Q I--�I -a Z Z Q V � Q Z W H~''' iLi �-I O 1= 134 � U F- LU w Ir _ IL cn DDR PROJECT NO: 70379 INDEX TITLE: S3 SHEET NO: 3 OF 11 DATE: 5-28-2008 � z H 5 w - z z O Q I--�I -a Z Z Q V � Q Z W H~''' W X a A W iLi �-I O 1= 134 � U F- LU w Ir _ IL cn DDR PROJECT NO: 70379 INDEX TITLE: S3 SHEET NO: 3 OF 11 DATE: 5-28-2008 KEGLERS SWM I r tEX FACILITY Y INSTALL PVC T I AND CLEANOUT1 \ EXIST. EXIST. LATERAL ON i r;" RISER _, \ MATCH1 r' EX N f W EXISTiNG w CURB MA TCH WXISTI G I I r -- w / Co .,.,._. • �( \ , _... - 'i C W URB ! 4 I \ t .\ q, _ j , -.... 1 i ,• 1, _ 5 1 . 0 \ 1 - -' / I I ! RACTOR , - W W -- - / 1 1 � � - � ..,-� VER FY DEPTH _ W ar, , 1 _ - - ;E �r XIS OF s2r 1 ;, E T \ circ 11 \ / c„ / I / __ _ 0 ;�: r ..-_ __ . - _ w.: I\ '; + I o 11 AN NG LA TERAL ?*, NOTIFY _ W w cow / D \ ` rENGINEER Y R R / / i/� ,, --. _._. „_ _ b U I I ENGIN R _ Y. EDI OCK `� 30 \h c ,r 'r ! TO Ef PRIOR ` - - " W ! ST `, RETAINING / , :• _ ,� ,,.-' �, a` I ; ART OF \u ` � WALL -"A 11 / / . - , CONSTRUCTI All T W - TW 8231 BW 78 � / / / � . � � � / ew 75 r'J , /�. CURB - OP c _ CCFS ,1 y,: I, , r Tc s �REDI_ROCPROPOSED. ,� , . 1�. 1 I , I TUR - 76'•TC O ti / RETAININ CG -6 } z - p OP 0 CO FO 4A \WALL -'A,, c N - M1 RKI�rG 1 �,, r. , ;_ cc� w / ®BFR NNF R PR; F', j A FOR �I`, \ ;,,' ; y� ; �r-` CnOiy /z PROP 6 KEGLER' S I NYOPLAST I I \ `'� 6 O 61966 INLINE $ VC LAT O D I 7aorc PLAYCRpUND RAIN \\ 3 15 it t�.}1�-- y �.r. l'ii' it 1 f r a• I- - t A S O 1 _ I ti \ . :; r>S � , _ - '�, ls"•�. - -.� - _--->^�^>»^-:--- , _..3z:�:c.- ,1..f.'�;��_NP /' ' i.f l ,. (/ �\ `\ / O01 0160� . a. -•r • ` x PROPOSEDA YCARE G\ Twp ►1 I ® ��% - - _ _ _ _. , 2, 500 SF s� 33 _ _ O , I .. ,00 j` -•.. _ � ���:� - .� ti - FF j \ E 5 75. 00 REDI-RO r i; - _ Its' I 3 CK,;. e , r I / RETAINING/� i i II E / _ 41 FIRELINE , , , \ MEVR • yll ( I 4'TC •. •: .._ VAULT '' rw 7 " MA tCH x / 590 r 8 I REDI-RO ` E / I !III j Iew 7s R AI CK EXISTING / 3 ET NING ; CURS ' Xis , Tw 80' MNG \ saw 7 ECU 6: REB ' 21 1 I I L .- , 6 DIP �I ( 1-8X6 TEE w °.. 72"TC s `-7. 1 I `.__.. _— 576• �. /' _.-.� n III I 1-8X6 RED ` 7_•Tc 1-6" G. V. FHA , - r 72'TC / J , d I 0 Ii a• / x . ; 'r' - \ I _ �• FHA s80 - I 4'mC `- f BEND 90, 1_ 8X8. TEE 7d�c p 1 �2 a" G. v \ 1-sxs TEE S°p°sFo n it I 6 \ qN/T 6 p ill -,� �\, ,/ _ -�:_ _____.__ __ NOTE: ALL CURB SPOTS Ay P / 1 I o _ •.. cc -s : H_ 6 w 6 fN . `�vD1P w s 2�Tc \ t` Y4qT ARE SHOWN TO TOP OF /� 6 sic ��. • 45• pROp / ELEVATION . a `' s 3 69!'TC W W - - END s o °SFo pip CURB ELEVA i A I •'.. :: 1 7 FB 3 r " ' / ( J \ • .. 2 , EX SC8 6, ON � Bf R M qR SFF s o \ T , % � CG � ,° E � \ 3 t S C� s� F° �2 // / // I \� I 14 ... • ... a NOR RF of -co ', / I ; , es �,ETER •' , . , , •; ,' - , � G \. - AULT METER 7 s T • //' RETAINING WALL SCHEDULE: - TYPE A —REDI—ROCK; ORANGE BASE T' 0�'OSEI ONE STOR ' I I _.. VAULT I -A /w/ , » „ � I I - I I ,� I I \ � � 1 0, r' / TH MEDITERRANEAN TOPCOAT 13U LDING� A ►I sR qIP PROF ONE' 4PORY `, �fi t _ _ - �r� WI BRI RETAININ �a : `;...�D,.:. PE "B» l 1 FFE 569.50) FFE s.so I \\ I \%418b0 S I FIRE CE FFE BUILDINGI B ! WALL-" " TY — FIELD BRICK; HARMAR / l I ( / N . I FFE 569.50 I FFE 569 50 I fFE 569, 5o I FFE 569, 5o I FFE 569 ( FFE 569.50 I FFE 569.50 `�' 569.50 ` I I . WASHINGTONANTIQUE S . B . I I� 1 _'..w I I 4F800 St --- _ T 6S � � f S' o I �627 FT I ss9.5o N q� 5 FLASHED I .1 \ ; I FFE 569.50 I W 6- '. %� 7p I. \ I I I_'e• cv he• cy s° Pvcl I \ - •� / cPRIVA1�j"NITARY _� -... _._. - \ a 67 W 8.0 ° e� BLACK METAL SAFETY RAILING TO BE / I I IIP \. I lP $ t / vc sANITAR� ► I \ e 0 !!. �`� _ INSTALLED ON ALL WALLS THAT EXCEED \ ET IN HEIGHT g \ , UR FE ?Tc .. : , , I I \ s s�'rc H HYDRODYNAMIC \" '' 0 FO m \ \ Q� co / o c STORMFILTER SEPARATOR',, ,� = 2 \ \ \ 6 TC P 18 1 fTr 1 , IV 17 44, IX"I 6 • _ ` 4" HDP DP 5" HDP -" _ _ \ 6 pq M '�/$T/ _ / _ X ��_ Tom_ - p 0 fir-- ---0 :: '\ — — — - f • ' T APPROX. LOCATION X. U/G FIBER OPTIC LINE ti W _ -54 tv 42 H, 4NO Mt -- ~' �-� APPROX. LOCATION EX. U/G FIBER OPTIC LINE - y - -- - - PROPOSED Cc -6 1 tf. -._ 6 m _. APPROX, LOCATION EX. Z 6 C 400 M PROPOSED PAVEMENT OPTIC LINE U/G FIBER \ rV yg ,� .. n -. t• arl BE RELOCATED - � E EXISTING POLE . _..___•-=M „,`��° - EX ! EXISTING POLE AND EXISTING POLE AN ` E � 1 � � GUY WIRES TO BE GUY WIRES TO BE \� 26 PROPOSED CG -6 _ +/ RELOCATED RELOCATED MATCH EXISTING i SEMINOLE TRAIL CURB AND GUTTER STATE ROUTE 29 AND SIDEWALK ' VARIABLE WIDTH RIGHT OF WAY ,.- 1 1 1 .1 91 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SCALE:1 U J F,v_�� �NN�a J aw C to ESQ° L ' N a C 0 N •C j O _ .E ow OO 1 T v 6p� m `ao w aver �PLTH op o�%* TODD M. PH'LIPP a Lic. No. 22869 V o1�,ss/ NG\��, ANAL E A � m V cn 5 � m A m D W Z ZFJ 0 W 0 a 0 Q c� i Z O (� I J L z I i z P-4 0 P:;J E ­i a W N � � W (� O F' p J_ w Q Z � P4 I --1H ♦�^ V N V 1 � 0 � A _ O j _ I— o w U) a DDR PROJECT NO: 70379 INDEX TITLE: S5 SHEET NO: 5 OF 11 DATE: 5-28-2008 i, _ STORM ESMT. - ` \ ' �� fit I N _ — J:'' I I I PROPOSED I / /) / / % / I / Ir 1 I \ \ \\ \ •_ \ t' - (\ tm- 11 N J N N I— STORM ESMT ,I ) , 20 STM dRAINAGE EASEMENT -•__ -_- �' <� _- I ;, ,.• :. I _ - C I - -� I Cq REDI-RO CK / o i / / ; �--� ��� 580 / RETAININGCL 0 / / // t r \ _ - _ OWALL .An O I 1 II + F / , i i 4 , _.. EDI- � ` "Iif \\ ROCK 013 I�• `11 RETAINING All- A FpR//, \ k 0-000, ATCLE y \\ R S 1 i; I 1 J PLAYCs SF \ a 1, _ QP ROUND ) I / 4 1 `•' _ _ ;j ` 1 I I + 1111111 q ` .. M - '' • ..I I - . 1 ,'� .: _, �, ,til / I, • ±. 1 i 'bo 4. 0 .. •.. - Al e 07 y l - , i w_ 1600 I , , I: I/ 1 � \ • N _ - ' t � \ I t ! j 11 ! \'` _ -- -t -t''- ..: 1. �-' `1 _... , t J� J� \\ �'-...z _ -' _ - 1 .._ •r q y ,N.'^' :'.ve _'C":C1L"h`."' ?Sfn'+°• l�i•,-y�_,-.y,--.., l I \.'\ �' // ACTH oF PROPOS ED N _ I o CA j ; I �. z RY + \ AY RE BUI 4 r, I � ; 0 \ L1JI�TG'\� u ff 9 : _00 TODD M PHILIPP SP Lic. No. 22869 UO I I 1100 : _ REDI u , , , \ .�, ��� K S II u r , ' t` I , ; 1 �-;:�, `p � // ,' �,-'b... •t' - _ G� i+ I NING � , , H , ! \ 1 I ��' ! � �' '., � ''n .._ :J1 / � ,�.' _ _ 0111 RE TAIROC EN WALL -'A' h, - i I t, \ i. , I ? to \1 „a S•� l\.-` r ; i , II ' oil f If III , \ • . Ir - i ! ! fl f 1 \ // !/ �// / 36 PLL \ a 10 I \ \ l 1 o 4�! \ !C �" f \ , � k.re l\ III \ I \ \iPRI�'ATE 4 II 11 / ERA _ __ / , 1 / .� .:' :, �. •.. \ N :rESMT RE _ -- -- -- - - r!! \ r '�,. 590 - �I ~ < . »;, DI ROCK e r / - _ RET �' I ; _. \ w X± \ ; AINING .. oP j{ 1 ALL• v !' ,W J. , P zx I-� i f t!/ W t / O 1111 I I - , / 2 caP �" - •-- \ __ _ ,: - _ _ L..,, , ' ) / / t i r � /: ;' \ `„• 1 ,\ r - _ IIII �i I f A If CD 20' UJI , I• ',ESM T + � -- - :f` -_ - • / �fl � A � r'.- � ,sem / � •� �1 l�v i A G_ FLOL f !/! � \ / \ I ` -\ \ � •`' ,' \ QPP !/ l.�T c IR rl1, It tis r -.T- . ! / / 3• ICST I I \ i , • v ? ; _ : • *►•� \�, \ _ ` i� . / / I I \ \ I ” I I 27 KST 24 ICST - - ` `'' ►� % ,� _ ";. W 17- ICST / i \ I i I I 3• j . I ___ __-- �_ _ _ l I I I I l � � �, _ � / _- � \RETAINING WALL SCHEDULE: OPOS WEI STOR ' / I YYPE A REDI-ROCK; ORANGE BASE / - I SBU bDINGI A I it \ + ,�^ �a ,� °,' ,1 �/ WITH MEDITERRANEAN TOPCOAT I \ I ` 1 I I r PROF. ONE MR ' �' - - _ RIC I I \ 8b0 SF I I �' I \ �` t �' %" 1\ TYPE "B" FIELD B K; HARMAR �' I IN /. i I I I ,' � B U.�LDING I B �� I l _„ M � ILL; gg , �. `•\._ \ \ 627 FT. WASHINGTON ANTIQUE S.B. S , I �I ► \ I I \ i I I �� \\/ f +oP f / I .61 \ + +, ' ° FLASHED /� c — SEE INSERT BELOW FO ;. • �, 70 z w \ \ Ir I I \ \ I I ENLARGMENT OF — �a BE I � - .I _ _ � ENTRANCE AREA \ ,�� BLACK METAL SAFETY RAILING TO 73- IMC I I\ I \\L \ I \ I /, \\ 1 _ I (-- -- .- \ -� PIANTINGs INSTALLED ON ALL WALLS THAT EXCEED i I I I I - ► / \ 21 -AG FOUR \ - - - ../.._ _f FEET IN HEIGHT I 73� _ \ .. .... . . . . Y\ �.. 2 r - .. z ! '�► ED \ l 2 FSM\ ` �s T lal01 ` AI 2 - Ir \ EX. U G FIBER OPTIC LINE , . ,. ,* ..•,.. . , .. � \ � � APPROX. LOCATION / _7 ...... _ • - IlKrwr-MrRr� � �.-.' - i -.,...,,. .. ,. :.,..._,_- •_. �._.•.-`'e![a�llr'•---�=�-•'�_y,.' fir:^"--'.ra _ � 0'^ . MI - �..a A aw -•® Mt --aw YOaN yR-/ ..-«•• --1----r 'T"'• - .„_...___.._.__. _..._._ -. •�F/0 PED. ______:._.-oe•: .- = - - •- yff _ , Uff— APPROX. �—LOCATIO. jvq�.— Ips IIOT 1_ :� t10T . 110T �i INSERT SCALE: 1" = 20' -- -- ' O I l \ 1� SEMINOLE TRAIL STATE ROUTE 29 Y VARIABLE WIDTH RIGHT OF WAY PLANT L15T QUANTITY KEY f1OTANIICAL NAME COMMON NAME CALIPER I HEIGHT REMARKS CANOPY (51F) TOTAL CANOPY (51F) SHADE TREES 13 ARA Acer rubrum'Armsttron ' 'Armstron ' Red Marie 3.5" 57 74 1 8 GT5 Gled+tsia trlacanthcn5hadema5ter' '5hademaster' Locust 3.5" 481 3,848 3 QPP Quercus alu.trls'fPrm reen' 'Prin reen' Pin Oak 2.5" 34 102 35 QP Quercus silos Willow Oak 2.5" 419 (lam i�� �-� m► 12 LG La erstroema incl iIca 'Natchet Natchez' Cra a rtle6'-7'' • 924 1 ,� 21 AG Abelia randiflora'IConfettl' 'Confetti' Glossy Abeha 24" 14 294 1 14 ICRC Ilex crenata Bennettt's Compacta' 'Compacta, Holl I SON 1 6 1824 20 ICH Ilex crenata?tellerii Hellen' Holl d' VIM 1 6 320 71 [CST Ilex crenata Soft Taouch' '5oft Touch' Holl 24" 16 1136 6 I IG5 Ilex labra'5hamrocck' 'Shamrock' Holl 36" 23 1403 6 IP Ilex'Patrlot' 'Patriot' Holl G'-7' 44 264 12 L Lor•o etalumchmesie'5uzanne' 'Suzanne' Chinese FI•In a Flower 24" WA WA 73 MPDD Myrica cenfera'Dcros' Dwarf' "Don's Dwarf bayberry 24" 44 3212 101 PLOL Prunus lauraerous,'Otto Litken' 'Otto Lu en' Cher laurel 24" 10 1010 CONIFERS . 5 JV Junl erns vlr inianw Eastern Red Cedar 6'-7' 19 95 ORNAMENTAL GRASSES 4 CAKF calamawotisacutiiflora'Karl Forrester' Karl Forrester' Feather Reed Gross I Gal. WA WA 64 JC Jum erus chinesis "Ex ansa' INSERT SCALE: 1" = 20' -- -- ' O I l \ 1� SEMINOLE TRAIL STATE ROUTE 29 Y VARIABLE WIDTH RIGHT OF WAY �w� Z; �ILANDSCAPE REQUIREMENTS E--�, Q E, J A INTERIOR LANDSCAPING: AREA REQUIRED: 0.05'47,372 5F = 2,369 5F Z QUANTITY REQUIRED: I TREE PER 10 PARKING SPACES 153/10 = 15.3 TREES REQID J AREA PROVIDED: 23 Trees - 9,637 5F U QUANTITY PROVIDED: 23 Trees (19 QP) O w TOTAL AREA: a c=n REQUIRED: 0.10'59,872 SF = 5,987 SF DDR PROJECT NO: 70379 AREA PROVIDED: 29,838 5F INDEX TITLE: SCHEWELIS LANDSCAPE REQUIREMENTS 1- S6 INTERIOR PARKING LAND5CAPING: QUANTITY REQUIRED: I TREE PER 10 PARKING 5PACE5 26/10 = 2.6 TREE5 REM SHEET NO: 6 OF 11 30 0 30 60 90 AREA PROVIDED: 9 Trees = 3,117 5F QUANTITY PROVIDED: 9 Trees (6 GTS + 3 LG) SCALE: 1" = 30' DATE: 5-28-2008 PLANT L15T QUANTITY KEY f1OTANIICAL NAME COMMON NAME CALIPER I HEIGHT REMARKS CANOPY (51F) TOTAL CANOPY (51F) SHADE TREES 13 ARA Acer rubrum'Armsttron ' 'Armstron ' Red Marie 3.5" 57 74 1 8 GT5 Gled+tsia trlacanthcn5hadema5ter' '5hademaster' Locust 3.5" 481 3,848 3 QPP Quercus alu.trls'fPrm reen' 'Prin reen' Pin Oak 2.5" 34 102 35 QP Quercus silos Willow Oak 2.5" 419 14,665 ORNAMENTAL TREES 12 LG La erstroema incl iIca 'Natchet Natchez' Cra a rtle6'-7'' 77 924 BROADLEAF EVERGREENS 21 AG Abelia randiflora'IConfettl' 'Confetti' Glossy Abeha 24" 14 294 1 14 ICRC Ilex crenata Bennettt's Compacta' 'Compacta, Holl 24" 1 6 1824 20 ICH Ilex crenata?tellerii Hellen' Holl 24" 1 6 320 71 [CST Ilex crenata Soft Taouch' '5oft Touch' Holl 24" 16 1136 6 I IG5 Ilex labra'5hamrocck' 'Shamrock' Holl 36" 23 1403 6 IP Ilex'Patrlot' 'Patriot' Holl G'-7' 44 264 12 L Lor•o etalumchmesie'5uzanne' 'Suzanne' Chinese FI•In a Flower 24" WA WA 73 MPDD Myrica cenfera'Dcros' Dwarf' "Don's Dwarf bayberry 24" 44 3212 101 PLOL Prunus lauraerous,'Otto Litken' 'Otto Lu en' Cher laurel 24" 10 1010 CONIFERS . 5 JV Junl erns vlr inianw Eastern Red Cedar 6'-7' 19 95 ORNAMENTAL GRASSES 4 CAKF calamawotisacutiiflora'Karl Forrester' Karl Forrester' Feather Reed Gross I Gal. WA WA 64 JC Jum erus chinesis "Ex ansa' Parson's Junl per #3 Gal. 3' O.C. WA WA Total Canopy (5F): 29,838 ..... ... _... Note: i I. All lantIn s of trees and shrubs shall be allowed to reach and be maintained ned at mature hu ht The tnof treesees isprohibited; shrubs shall be pruned minimally and I only to support the overall health of the shmub. P All h ­ h. Ph. Fnf­Crov:Al • 1-11 h, mmnFmn..l m h.Ai T ...I �w� Z; �ILANDSCAPE REQUIREMENTS E--�, Q E, J A INTERIOR LANDSCAPING: AREA REQUIRED: 0.05'47,372 5F = 2,369 5F Z QUANTITY REQUIRED: I TREE PER 10 PARKING SPACES 153/10 = 15.3 TREES REQID J AREA PROVIDED: 23 Trees - 9,637 5F U QUANTITY PROVIDED: 23 Trees (19 QP) O w TOTAL AREA: a c=n REQUIRED: 0.10'59,872 SF = 5,987 SF DDR PROJECT NO: 70379 AREA PROVIDED: 29,838 5F INDEX TITLE: SCHEWELIS LANDSCAPE REQUIREMENTS 1- S6 INTERIOR PARKING LAND5CAPING: QUANTITY REQUIRED: I TREE PER 10 PARKING 5PACE5 26/10 = 2.6 TREE5 REM SHEET NO: 6 OF 11 30 0 30 60 90 AREA PROVIDED: 9 Trees = 3,117 5F QUANTITY PROVIDED: 9 Trees (6 GTS + 3 LG) SCALE: 1" = 30' DATE: 5-28-2008 b.1E ® ONTO 0Mr00• M49 1M9 hrmY Ylp«r4a rMnieM. (pow ftwo-O &Aom" AM aYro namNeY) 9 F6: •. MaMNtlY FN1i t prbaa! Symbol Qty Label Arrangement LIImOn6 LLF DeEaiptloa - 9 A SINGLE 33400 SMR403MA 8 B SINGLE 33400 SMR404MA 4 B2 BACK -BACK 33400 ti. (2 4114MA 7 C SINGLE 0.F 1 1 TO ALL POLE MOUNTED FDMWM ARE SHOWN AT 20 FEST ABOVE FINISHED ORADB ALL FDCPURES SHOWN MEET =NA CRITERIA FOR A FULL CUTOFF CLASSIFICATION ALL POLES AND FD[TURES SHALL BE DARK BRONZE N 8nmeesry ® ONTO 0Mr00• M49 1M9 hrmY Ylp«r4a rMnieM. (pow ftwo-O &Aom" AM aYro namNeY) 9 F6: •. MaMNtlY FN1i t prbaa! Lel COICTYPO Units Avg MIX Min TOT AvOlin MuflAin Paved Ara FC at Grade Fc 5.53 27.-2--- 11.06 PC Beyaad Prop Liss at Orade F0 0. 0.0 TLA. NAL FC B"vnd Prop Lips at Paldng mumhwme Fo 0.0 1.6 0.0 --T138- .A NA. Bldg B Drive Loop PC at Grade Fc -439- .1 0.F 0ek -- a1tAL- IlAVYW A4� Lot Fc FNM pApol 0 FI00 (PAR,OLI m 0 N A A ALL VALUES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT FINISHED GRADE FDITURE DISTRIBItMON TEMPLATES ARE SHOWN AT 0.211VIFC FOR REFERENCE USE ONLY VALUES DO NOT INCLUDE CONTRIBUTION FROM ADJACENT STREET OR PROPERTY LIGHTING cem FIYIIaN FeF.prrt�M.NCwM�ry+roWM�OM. VMS*, MUNW m�M„`Yd Q ® ONTO 0Mr00• M49 1M9 hrmY Ylp«r4a rMnieM. (pow ftwo-O &Aom" AM aYro namNeY) 9 F6: •. MaMNtlY FN1i t prbaa! MMM (�Y:aro YWanY aucrni awn 0Fin ® 0wr:6mlw O•Rr TNnIYI /nM °o.a.' ]v *11 ® osoT•wAm.w yj�y,T Dela 0 wi a mum a wvaL oNM oeaisv aeNr«+"wv+ amr:mw*-, ri river. -lay 1M. 0® apBa oami]v OpypMr.y= ,YNR I"I }`1.1 a eenrd a--" 1,9lYI I. - 0ek -- a1tAL- IlAVYW FprNen°nF.a`�wl�naaw� MzMN166) FNM pApol 0 FI00 (PAR,OLI m a rl]V(fe 1pWM ❑ FNaO(PAP4s) ll•-.-wre1.•-I - ��mYtlra,.YAurlua.Im...sdlYaltillliwe.ri.......A. .. , �UMMlMltAU11•NN NiY am10«mFanL•Irtlltlm, Flr710r Ttl:r%.7,]A1N Fk 161. I17A,tn W«:MA••A,YYY.mn. LUMNTM IC•'mlll•l7C ErvIWYl O.aO. aC. 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No. 22869oO NALx ,° .O it O OOI l x oO ' O ° ''O t , 'O O x ZQpO O oO CJZ FEDI-RO x ETAINING:•o o .Q: O x O np Vol ca o o Z OB Gp B k cm3o}mV _h op 3c B Ar Ap 2 O O Q ,, LL DULE:RETAINING WALL SCHE TYPE A" REDI-ROCK; ORAN kPRO NTORY k /° WITH MEDITERRANEAN TOPCOAT BRICK RETAININGBUILDINGI B TY - FIELD BRICK' HAR -n AVAErp.I-"i I WALL .'v� rk �,� \v� 7 r�; 'dD CPk X�ir ;, �X p� k X ,�k rX° -°�k s /� s ��k Jkr� X °k o V2 °° • ° . -.- c PE "" TIQUE4,800 ry #627 FT. WASHINGTON AN TH J FLASHED° BLACK METAL SAFETY RAILING E-1 o C INSTALLED ON ALL WALLS THA ° k X FOUR FEET IN HEIGHT t w Z up\\ Ttr X a x r 17 P A x f ° a• J X i X o krk 0 n X f rk CP / / < O a. U , x ot O __-. _ I r n X 0 *0 ° o o o k o1 ° o :.. • Q p k •. 10 0 O O 0 O -7110 O O O O 0/ O ° O OO p r O O O °OX O ° ° ° X Q X O 0 O ,O X O O SEMINOLE TRAIL O o O O p O o •O •O O O •O O o o o STATE RQUTE 29 •O o •O •O •p O O po •O O O VABLE WJDTH•IF O 'O o�- O •p O O 'O O 'O O O p p •Q X o o X O Q X o o X o o X o p •p ° QO O QkO Q O O X O X O X •O OX O oO O OX X •p O o' O OpX �O O O O O 00 O •p �o •Q O o O •O 'O 0 .00 ° p p OO x ° O O .0 p O 0 ° p 0 X O 0 O O X 0 O O X o •O X p o •o o o o V z �• �"�Inseek F --I E-+ v J ~ 2 E- �1 A W O [•1 F- 1r--� W LLi U ~ O w LL v/ DDR PROJECT NO: 70379 INDEX TITLE: S72 30 0 30 60 90 SHEET NO: 7 OF 11 SCALE: 1" = 30' DATE: 5-28-2008 . r Ex fX)6 1 2 (3-) 11 (4-> 12 13 Ex _ t _ u ; __ ;, 11 Off' i 1. 1'-- �;� .. _. _ 1.. 1111. ._. _ 1 111. 1 111 ..... 1__ .........._ ..... lr �, �, _ amu, _. 1111._.1111._ tp s _ _.. _ -o _ _ _ - ---: _ _ � _ __ _ . _ _ _ . _ ?) _ _.- - cd _ _ _ _ o _ _ _ __ _ . - 1111 S __._._ __ �_ _ ___ . _ �, _.11 565 � ..__.. :( .. ._.-11. n _ _ t9 n• 1111 - ''- � ._...... ._ 1111 _.._._.._. .-_...__._... � _ --- _ _ l(') N._.. 1111.. _L,_._ tn � __ -t � _ 17 _.. .. 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C7 _. ... ... �. __ ,�, ...... .. -_. .._ _. _. ... _. _. _ .. �- _. _,.. _ .. ._I-. __ ._ 111,1 .. 1111 - ... I 1111 �. ...-_ -.�.._-. 1111._ ... _. _.- i.._... .':. .._ .. _.. 1111 .. __ .. _ - - _. _. 1111 1111 .. .. ,1111. .. �.__.. .... ... .. ... . _ .._ __ ; _ _ __ .. _ 1111. _.. . _ _.. .1111 ..._.... _ 1111 .. _._-_ ' -- .. .. _.. _.._......1 -1111._ . " 14 1111. _...- 1111... _. 1111... .. __......_.- ....... i _ ' I - . 11 . 565 ... x o - 1111. .. __. - - Z _. �°' ._.. _.i .._ N o __ - •__,_ _.. _. _ _. - __- ._........t-.. __ _ ._.._ 1111 - ... 1111. 1111.-.. . ., _. .. .. 1I I .... .1111 _ 111 1 1111. __. _i .. .. ... _.. ._1111 _.- _ - .. - _. -._. 1111.1111._ 1111__. I _ __-._ __. _ . Pre osed 6 Sanitary _ i In v= 555.88' ._ _y. 1111-_ 1111 __ 1—— _:1,111_ . I ! ! 11 565 _ . " 60 = 24 HDPE 0 1.0% - _---=_-- _... 1-111. W - _ __ _. . .. _.. _ __ . .. __ . -_ _, -- 1111 .�... _. .. _ : .. ._ 1111. -. .. 1111.. _ 1 _ _ _ 1111 _. .,._ .. 1111. _ 1111 _ _ __ _ _ _ _ _ - ._. _. __ . I. -L,- __ .1111.... _._..... ....__._...._ .-._ ._..._.. . -- _ . ..11 _ ' - .. . 560 _ ..1, _ _ . _ _ 1.......11_.-- _ __---- . .. _ _ _ _ _ I II ' - _ , _ 111 - _ , - , 1111._. _ _. - --_ .__ __ _ _ _. - - __ . __ . ,_' 111 y -. .. 11 . _ . ... V3_,:7-:_ " 0 613,/..0,_ . .-`" . .0-_--——,_,-."- i.._.-�__.._ .. r,- �... ,1111.: __. j 1111. 1111.. - r I IHGI ... _ ___ _ ;_! L : _ . . � I _ r . 560 . � . . ;.. - r �0 _ -' J 550 ; I 565 ___ � L_ 32 EX 1_ _ � _- =� __ ._ _. __ - _ - _ ___ _ _ _ _ __ , _ ._ _ _ - __.. _._.,-_. SAN LATERAL ... i ! ,-1 . . 550 `/. -- �.� _ 1111... _. _-_1 1 . I i _ _ _ ._; .__ _.. __ __ _ � _. 1111. _ - _ . �,A �� _ _. _ _:. .. i Oo .. 000 �^ _ �: ... , I - _ :: _.. -' _ HGL 1 . _ : . _... 1111 1 .. _.11 . _. _.. r\ _ cod •. . - - .0 pm] M _ .EXIST_.. - � i = •-- �- t - 106 - 24 " RCP 0 1.8% : S ``R a _.. - I _. T : to _. 1111 ,, _ _ _ - _ -_ _:. _ _._ - i .._ SCO _ ._ .. _ N n ,�y0 _ .. � ... ..._... 1111 .. _._..._... ... 1111_. _ _ . _ _ 1111 . _ _ �A. 545 11 11_ I �5 , 1 _ _ _ _ "HDPE 1111 _ _ _-57,-'M_l P 01_.60% _ j555 . I _ _ _ _ i-- ,O _ - ... ,_ _ . .. . W (") . mss^ _ _i _, � _ _ -' W pp X000 I-' , .... .. - 00.72% _...__.....,:.. 81 42 _ -7-II_ } 11,11.. i-ptn�Z.... ---- _ _ I i ... 1111. _ __ .. _ � .,_ .,")7-11 . ..._ _... .'-IIN�z.. 555 _ -- _., --- I I EXISTING 8 PVC - N - �i Ln �� Loin � .. I_. 1111._ _..._._. _. ....... _ a ~_ 1111. (/')x (9 ttAp 1111 F) ^00 oo 1, ,��� `�i ... 1111.. u 1;1 . » Mz .... I ... _ Nm _ -. » ZZ _ _ __ . 111.1 Q a N N rM X ! $ I XISTING .F. -- INV _ PV SAN 1 V - 2 C , __, _ -__ 1' .-. .. 1 _ _. i2 5 554, .. I_ _ __ 3+00 - _.. _ 1 - _; T . - 42" HDPE 0 0.79% _ ..__ .._. & .. _. . . __ _ __.___.._. -. - -.. .. - - - - - - - - - -� - -- _" - - - - - - 11 1. i.: _ .. ... .. .. 1111.. - O< X11 II. ' _ p C? �ZZ _. _. _.__...._. _ .. .. _ __..... ._ ..11,, -.: II __. �..-_-1111__ _. a-- • -_ ._ _ 1111. -_. .. 1111 .. ..... , . _ F.11 z _ _. - - ; _ ---�•---------. ---- cVJ 11 S F.11 8Z .... _ _ 1111. ... _ _. , I H 8 _ 1 ..._� 535 , _. PE 0 0.699 " 4 42 HD -. - .. 'r ___ _ _._ No 1p �» _ _ _ ! _ .. _ .. __ .. _1 _.._- I ZZZ I -. __ . _ _.. - _ 1a- N � Q N= >> -_ a i. �' tn5, _. _ .. i _ _ - - ___ _ _ a �-_ V)m __ -- --_ _, ... _ 1111: ; - _ _ __ _ . a 1 . I-- NO _.. .. _ . 550 f _ 42" HDPE ®0.82% ., --- ----- . 0+00 1+00 550 2+00 __ V z I 1 7.62 ----�' _--- -y -' ---- - - --. / ( ._. _ 1 _._ I . 11 1 1111_. ---11 _ .- _ _, _- - _ __ ..... .. 1111_ ...... _ _ . _ 1 111._ _ .. - - 1 _ -,- _ .. _. _ ._ _ _.. ... - . - -.: ._ ' _ _. . _ _ _ __ ._ __ _ _ _.___ .. -. .. _._.. 1111 _. _ .. . ; . I I_ _ _ __ 1111 .._ _ 1111 __ .. _ . _ _... _ _ _ 1111 _ _. _. . _. _ _. _ _ _ a ..1.le- I __ _._ _..__.__ ._ . � 545 - �. .-.. . h , - X OOi00d•' '. •.� tt • --/ t _ ;.,.� 1111 _ _ _ _ 1111 1111 000 _. . ;. _ ._.__..I- __. rn�- .N NO - -.._) 1111... o o_ O ^^ ..._.._._ 1111. ._ .. _. .: 1111. i.-_.._..-9._._ _ - _..._....... I N < 1111 _ 11.11... ,. -._ . _ ._.__ ..._.1 . _ _ . .. ___. 1,11.1._. _. .._.,. __.1. 111,'L _ _ ._ . __. __ _ 11I. .. _ _. __. '!_1911. .. 1111. ... 9111... 1111. .� 1 L.. � ._ o� �n'n - 1111._ .11. 1 ! -_ _ _ 1 ._..__.....__.- .. .. .. _.. - _- 1111....= Z ro MQp <'4t00 _ _ .11.11 .._ .. _. - alp 1 ,� X;r7 _. 1111 LO ,�O.fi ��� `1 7I -. _. 00 �� •� .. _.-_ .................._ 1111.1111.. _ 1111..,-- "'!? - k'' . _ . 1- 9 . . 11...1.9 . _ ..._ o �thI_T ... _. ,. ._ ;1111..._. u � _ ,.. �Np -1111. 1111_... _. I I. _ �,_ _.. 2.n N . -.._. ,jQ1 __.. �, _i ._ _._ .._... 11 ..._._.I._..._. ,. _ ... _.. _. .. _ ........ ! ... .. ._ .. ___ _j.. _ ... 1111. i .. _.. 1111 1111_ _ 0'n�r, 11.1_1 1111__. Ln . I.. _ ._ ...__... ..._.._ _..1111 1111_ - d _._ 1111. _ m M v ,�j NC Lon �rnn ...._... _ .. _. . _ ......... ;.. W 1111.. o _ 540 540 II ,� 11to it 11 �jZZz N.- ON II II _ _ _ __._..__......_... a ZZJ , _, . _"L . __. . _ .__ 11 f-F_11II _ i..,.,. ��ZZ- . _I_ �I_11 II _ <3Z __ 1 1 1 1_._ ....NJ _.- 11 I-II ....._.-. 1111. �Z ...._ .. ... _.. . , __ .. . ._.... -.. _ _ _ : . . . . _ _ .. __ _.. 1 . . - __ . L_ .. � 11 Z - _. ., . _..---... _. 1 - .. _ .... __. _ ._.-_ 1 . - II zz -- _. .. .._. .. __ . _. __. 535 <»» y zZZZ - 1111 _P . N -- _ _ ___ ......___ __.:_._. ZZZ _ _ _ a N - i _ ZZZ . -Q» N _ ._ . zz _.. _ _ . 1 +� _ a I v~i s _ » zz _ . _. _ .. _.. .... i __ . _ . _ .. _ _ �'a» w� zz _ __ _ _ ..._ 1 ' - ....- . _ . _,... r. I � d - to v �» z zz - -- _ _.. _._ _ Q �- Z N - _ 535 0+00 - 1+00 2+00 3+00 4+00 5+00 6+00 7+00 1 STORM SEWER PROFILE EX5-> - - - -- -- -_ _--------_-,--,*-----,--- S81 "=30' Horz, 1 "=10' Vert ____ a_2 r�tt-1 - - 10 11 `� 12 13 a _ t _ u ; __ ;, 11 Off' i 1. 1'-- �;� .. _. _ 1.. 1111. ._. _ 1 111. 1 111 ..... 1__ .........._ ..... lr .. _.._. -.. � .. 00 . _ .. ..-... ,a N tp o o^ - . - - <O ... . _ . __. . _ _.1 8 _. .111 1. _.. -..1 1. ^ _ .. . __. _ _ . . _ . --�_.. - _,_ . _ ?) _ _.- - cd .... ___ 1111 .1. . o .. C1 1111 __ .__. 1 111 r- _ .. 1_1111111 ' -_ . - 1111 .._ a __ -_. __. 11 11.. O) .. - _. . _. 11 .. 580 565 � ..__.. :( .. ._.-11. n _ _ t9 S 2 .. II 560 . S 11 - 1- - - -. - _, ._ _ _ -. _ .. 11 _ 17 _.. _ .- I - ; . . S _ II __ --. -. A II _ . _ _ - ._ _ ._ .. ._ ,. .. - -- t9 - it 555 - _--_-,, ; i 0 580 1.2% 1 II _ _ .: . __....._ _ ... _ _ _. _ _ . 11 It �o o - __ . $ 550 I.- ,,npoo S _ HGL .. _ .. N 00 Ln � . U -i 550 565 LO to _ .. $ � �� -r PROPOSED GRADE _ 550 _ _.__ $ O _4 F_ II 11 C7 o � ,_ II : O � __ 1111. _ 6iv = 559.8 IzI3t; 11 �j== r 1-545 II0]Oz ; 11m8 r- _ . �M _ .. -_ 11.1 -- o , _ . _.. �! >>> N70 _-? � ;' NO >> �M zz , - tno > _ z _ 0+00 I 1+00 otos j � _. _ I- _ _ _ _ .. _.. _ _.._._ _ 575 . . `3 . _ _ - _.. 9 I Z - : _.. _ _ __ . _ _ . _... . __ 1111; _ ! __. I - - I - _ .. _.' 555 _.. _ -= _ Z 555 _. . 2+00 _ _ 575 .._ _.. _. -- . - I.1 , - _ _ _ _, 1111 1111 1111 _ _.. . _.._......... __._ I _ 1111_.. _ ___ . II If 11 .. 585 I 0+00 1+00 _._ _ . 1111.. .. _ . 1111_. . 1111-..-_......-_-_...... 1111.--_ 111. 1_. _ . . _ - _.. .. .. _ 1111 .. _. _ _ ._.. _ _ _ __ _. I .. _ . — . _. -._. ._ _ 1111 - 111,1 _.. _ . .....,._ -._...... 570 ._ _- 1111._ __ _ . - _._ - II _. II ... 1111. _ ... 1111.. _ - - __ . . _ � _ _-I -11 _ _ . _ _ _ ... ; _ , ,, C .. 1111 _ O ���I ----.--.- _..-_-, ... 1111:.. 71. _ .. _ 165' - 18" HDPE 0 1.0% _ __. 1111 _ . I . _ .+ 570 5- 110 - 1 __ __ , .. - 1111. 1111 . - - - - ----- - - --- - - - - - I . _ .. - -... 1111 _ _. -- - - __. �% _ pp _ ! - . __._ .__ - _.. 565 .... I _ . ... 1111. .. ,1111. - .. -- - _ _. _-- - .._-_ . _ __.,. 1111_ _ - L __ ___7 . - = - II , " . i _. pp _ _ . . - _. _... , .. 11 t _ _- :_. ._ . _. .�. I �_ ... . _ ._ . _ _ . . 1111.._ 565 -- 1111 PROPOSE __ GRADE i _ - ---- _. --...-1 __ . _ .. - ZZ - _. HGL .. .._ . -._._.. __ .._ . .. , _. - -_ . 18 " HDPE 01.9 _, _ - - I- ------- _ 68 -._ 18" HDPE 0 1.9%_ . _. 575 1 ,_ 1111_ 1111 . _ 1111iiI6 - _ mic - - - - _. _ _. . _ ._ 560 i- _ _- _.- . _-- F -- ; - 1` - - :- .:- 1111__ _ _ i . _ . _ . 1111-_. _ - _ - - - - - - - _. 575 96' _ 18" HDPE 0 0.9%' ProIm­posed " 14 .. ._. _ .. _ . 560 _ ._ _. _. _ . I ; I - I' 1 Propo§ed. Sanitary - _ _.._ .. _ _ ._- ., Inv = 555.0 ! _. _ 1111_. _.,,. _ 11. 11 __ . 11 . _ 4" PE 0 1.8 - - - - -- _._ _.. 1 ._ 1111 -- - -"-`. - _._ . _ .. 1111 - - 1111 - _ ._.._ ,. - ; _ 555 _ _._..._.._,.. _.. _ _ -_ -- ' _. _ . Pre osed 6 Sanitary _ i In v= 555.88' ._ _y. _:. HDP 1.9 11 : 1.0 _ . " 60 = 24 HDPE 0 1.0% - _---=_-- - - - 1-111. . _ _ -_ . _ _. _ . _ . . 555 I; ,,: __ - --_� __ 1111 _ --- --- - u . _ ..1, .... .. ._ II ' - _ - , - , 1111._. � . r I r _ _ _ . -.. __ . . __ . ,_' 111 y -. .. 11 . _ . ... V3_,:7-:_ " 0 613,/..0,_ . .-`" . .0-_--——,_,-."- i.._.-�__.._ .. r,- �... ,1111.: - - r I IHGI . I r � I � . ...­ .._ ._ ___ . .. ... . . � I _ r . I 11 - .1. 1111 . � . . ;.. - r �0 _ -' J 550 ; I 565 1111 -1111- _ � L_ 32 EX 1_ _ � _- =� HPE 19% _ . 1111. SAN LATERAL ... _ . ;. . . 550 `/. -- �.� _ 1111... _. _-_1 1 . ... x W O _ ...1111_ ..; .._,.v - . _ ...__...._.._...-_.-- ---- 1111 .i _ - _.1111.. _.. __ __ _ � _. 1111. _ - _ . �,A �� _ ry _ NM oir� - _. Oo .. 000 �^ ..... _ _. _ . _.. __ _ . .- 1111. oW, _11.11 •..._.... - _ __ . _. 11.._11 _. 11 1 1 .,.. , .. 11111111 . _ : _ . ... . - ^MIS' _ m M r\ _ cod •. . - - .0 pm] M t` ,p - , - 106 - 24 " RCP 0 1.8% : S ``R a _.. - I _. T : to _. 1111 c�0 `� .__ _ _.. _. o'o . SCO _ ._ .. _ N n ,�y0 _ .. � _.. _: ._ ..._... 1111 .. _._..._... ... 1111_. _ _ 1111 ... _.. _... ... . . -. .. 1111 .., _. .� I .d•o 545 11 11_ I �5 , 1 _ 1111 __ _ % _ _ I ,O _ . .. . W (") . mss^ _ _i _, � 11- �� -' W pp X000 I-' , .... .. C) ^� �� .. -7-II_ } 11,11.. i-ptn�Z.... _. pN .N ��p0 ... 1111. _ __ .. _ � .,_ .,")7-11 . ..._ _... .'-IIN�z.. 540 _.. . . - ' �'it � I .. _ ., _ - N - �i Ln �� Loin � .. I_. 1111._ _..._._. _. ....... _ a ~_ 1111. (/')x (9 ttAp 1111 F) ^00 oo 1, ,��� `�i ... 1111.. u 1;1 . » Mz .... 540 ... _ Nm _ -. » ZZ _ _ __ . 111.1 Q a N N rM > Ln 555 0+00 1+00 2+00 3+00 4+00 5+00 & O< X11 II. ' _ p C? �ZZ _. .r-•.. 11 - - .- II II �Z -a II SII II �ZZ _.� 11 D F.11 z ; _ N Il to I.-11 _.. (3Z _ cVJ 11 S F.11 8Z .... _ _ 1111. ... _ _. , ...._....._. PO -J _ 11 g H 8 535 -. - .. 'r ___ _ _._ No 1p �» _ _ _ ! _ .. _ .. __ .. _1 _.._- I ZZZ I -. __ . _ 1 _. :5= (nM 1a- N � Q N= >> -_ a i. �' tn5, -. _ ._ ZZ>z --- .. __ a _ _ _ __ __ �-= r (nm Z - _ a �-_ V)m >zZ __ a I_ I Na » zz -- __ _ . a 1 . I-- NO z - 535 0+00 1+00 2+00 3+00 4+00 3 STORM SEWER PROFILE ST 14 ->ST- S 8 - --------- - -_ -_ __ _ -- ----- __ ---- 1"=30' Horz, 1"=10' Vert 10 n 0EX-8 5 6 -10 O O I r\ _- . _... . 1111... -_ 1... ^ _ _ _ __ �, ._..- 'j j. . ..--......- . _ ..... _.... .. ,_ _.. __ _ . _ _ _ _ 575 `� CD I a to `1 � _ t _ u ; __ ;, 11 1 _ _ _ .1111 _ _ __ a �; 575 � _ o 2 o 585 ._ B, _ _ 570 _ _ _ _ EXISTING GRADE ; I 585 570 . . . I ;. 1111 i. _.. ; 1111.---. 1. __. _. _ ....... ._ . ___ . _ 111 1 1111 _. 1111 11 .. 580 565 ,- _ _ . I.- tg i11 ..-- ----- __ _ � _ �, 565 560 . 98' - 24" RCP 0 1.02% 575 _ _ 17 _.. __ _ 560 I rr r __ PROPOSED GRADE _ . _ _ - . .' HGL .._ _ _; . .. . _ ^ 555 - _--_-,, ; i 6' - 15" HDPE ®1.941 25' - 15" HDP 1.2% 555 ... _ _ _. _ _ . _ o i �o o - __ . $ 550 I.- ,,npoo S _ HGL .. _ .. N 00 Ln � . U -i 550 565 LO to _ .. $ � �� -r PROPOSED GRADE _ 550 _ _.__ $ O _4 F_ II 11 C7 o � ,_ II : O � I,_ 6iv = 559.8 IzI3t; 11 �j== r 1-545 II0]Oz ; 11m8 r- _ . �M _ .. -_ 11.1 -- o , _ . _.. �! >>> N70 _-? � ;' NO >> �M zz , - tno > _ z 545 0+00 I 1+00 0EX-8 5 6 -10 4 ._.. 1 111.. - T _ ... _ .... ... .. . _ " t0 . ... _ _ .._ . _ . 8 ,r, 1 1 11 .._... 1 _ _ __ _- . _... . 1111... -_ 1... ^ _ _ _ __ �, ._..- 'j j. . ..--......- . _ ..... _.... .. ,_ _.. __ _ . _ _ _ _ . .. -_ 0.. � t 20 590 _... . Lo u � _ t _ u ; __ ;, 11 590 _ _ _ .1111 _ _ __ a �; __ � _ ,-._ L . II o 585 ._ B, _ _ _ . -- - _ _ _ _ _ ; I 585 580 . . . I ;. 1111 i. _.. ; 1111.---. 1. __. _. _ ....... ._ . ___ . _ 111 1 1111 _. 1111 :.._ _. 1 1 11 -;\ _ 111 1, .. - �. .. 580 _ ,- _ _ . I.- tg i11 .. _.. _ � _ �, _ - -- _ _ - ; . 98' - 24" RCP 0 1.02% 575 1111 '...-- _ 17 _.. __ _ _ _ _ ; . . . I . _-- _ .. _. __ \- I rr r __ 575 _ . _ _ - . .' HGL .._ _ _; . .. . _ ^ ; . " 1111-- 94 - 3 RPf _21L=-. - _--_-,, ; i 6, - 570 � i ,-EXIST . . ; - ... _ _ _. _ _ . - - 1T -_ 36 HDPE 0 1.47% . , I I II-I ;; 5 - __ . $ - _ _-_ _ : - .. _ - - = o Inv - 558.75 -- . _ .. 111 __ I;r 1 550 565 ;_ _ ,_ - _ ------ S - 111.1 _.. _ .. _ .. $ _ . . . . . _. ... _ . -r PROPOSED GRADE _ _ , , _ _.__ $ . __. . OJF II X Il � Bz x 6iv = 559.8 IzI3t; 565. � . _ _ r- _ . �M _ .. -_ 11.1 -- o , _ . _.. D E _ ... _ ; _ 560 g _ t � _ ^ : otos j � o � I- _ _ _ _ .. _.. _ _.._._ _ __ __ `- . . g it 560 . _. O !- O IIW� IIN�jZ F-• II ... z I _. _ 11 V-) I. II , ._ _.. N i � iltnO I - - I - _ .. _.' 555 W Z= zZ -= ZZ , __ Z 555 0+00 1+00 2+00 4 ST70RM SEWER PROFILE ST EX -10 ->EX -8 w- - _ _--'------------L'----",--'-----, 1 "=30' Horz, 1"=10' Vert 8 STORM SEWER PROFILE ST -16 ->ST- S 8 ------- -- _ _ - -__ -- -- -. ---- - -- - --- 1 "=30' Horz, 1 "=10' Vert 40 2 STORM SEWER _P_R_O_FILE S_T-17-__>_S_T__-_10 to C=30' Horz, I"=10' Vert n 41 42 F_� 4 30 -1 32 33 CID -1 20 21 � 11 � }b(j v N C LO (0 1 - ._ .. _ _ _ _ . ( ._ _ _. O 0 O �c > . w o L . II o 1 o 0 3 W z -. .. . _. � _ . .. _ . _ . _ D __ _. _ . . _ 560 1 I 585 590 _ u _ _ . I.- tg i11 .. _.. _ � _ �, : _ _ . 98' - 24" RCP 0 1.02% 585 1111 '...-- _ 17 _.. _ - _ . _ .. _ ^ ,,, .. .. _ _ _ . _ _ - -� _ ^ ,. . o 6, w J m 590 580 ... _ _ _. _ _ . : a "'. � �� _ _ . P9 - __ . $ - _ _. = o Inv - 558.75 -- $ 580 ._ 1. .. ...... _._ $ 550 8W S) ... _._ 1 11 '. - _ . _ .. _ .. $ _ . . . . . _. ... _ . _ .... EXISTING GRADE _ _.__ $ . $ . OJF II X Il � Bz x 6iv = 559.8 O�_ n 11 � ::. _ _ .. ._ � EXISTING G R G D E _ ... _ ; _ . .. . I - i S '_ _ . I- _ _ _ _ .. _.. _ _.._._ _ __ __ `- . . __ I- . _. 575 585 555 . .1 I - - I - _ .. _.' II _ _ II - I..:. _. Inv = . 553 90 , u �. z _ _ -_. .. .._ _.. _. -- . - I.1 , - _ _ NZZz _ _ - I __.. :. . __ _ zz .. 585 550 0+00 1+00 570 _.. _ __ _ . 1111_. . 1111-..-_......-_-_...... 1111.--_ _ .. .. .. ,_. , .. 11 _ _...._.__ L. _ - _.. .. 1111 1111 -. _ _ _ ._ _ 1111 - 111,1 _.. _ . .....,._ -._...... __.._ _ 1111 1111. ._ _- . .__ _ .. .. ._. 1111 ,. 1111 _. 1111.., 1111 .\_. _ __. .. _. ... 1111. _ ... ---------- .. _ 1111 ---- 580 1111. _ .[1 .......__.I1111_, 1111 ... ..1111 _ _ 1111 _-I -11 _ _ . _ _ _ ... ; _ , ,, C .. 1111 _ O ���I ----.--.- _..-_-, ... 1111:.. 71. _ .. _ 165' - 18" HDPE 0 1.0% _ __. 1111 _ . I . _ .+ I 5- 110 - 1 __ __ _. . __----\ . __, _ _ -'_ 1111 . - - - - ----- - - --- - - - _ . _ I . _ .. 580 1111 _ _..1111 _ __. �% _ pp _ ! - . __._ .__ .... r- 11 _ N -- - _ --- L _-- - .._-_ . _ - L __ -.- -_ _. _.. .. II , - .. _ . 8Z .7 . i _. pp _ _ _ _ . _1 -,-" _---__ -._ _ 1111. __ 1111__ 1111._, 1111 _. .�. I �_ ... . _ _ _ . . 1111.._ 555 -- 1111 PROPOSE __ GRADE . _ .. __ ZZ _. HGL .. .._ . I __ .._ _. - .. _ Ex t9 1 - RCP 0 ;2.28% _.- ------ _ _, _ - - I- ------- 3+00 _. 575 .. . _ . _ _ . . . ; _ 11 __ _ 11 _ _. . _ ._ _ 1111__ _ i _..........,.._..-� -.--�_--- - - 1111-_. RI CI R _. 575 . _._. _ ... . .. . _ 111 ._ _._ 1 ......1.._. / .. ._. _ .. _ . _ ._ _. _. _ . __ ' - 24 RCP 0 2.08% I 1 ._ 1111 -- - -"-`. - _._ . _ .. 1111 - - ...._ _ ... - .- _ . _ _._..._.._,.. _.. _ _ -_ -- ' _. 1111 _ _ 111 ._ .1.111.... " 42 - 24 HDPE 0 0.9% , j �; 5 24 HPE _ _. 0 : 1.0 " 60 = 24 HDPE 0 1.0% - _---=_-- - - - 1-111. _ _ ! - -.-. . _ _. _ _ _ _ _, _ _ _ _ - 570 __ - --_� __ 1111 _ --- --- - . _ ..1, .... .. _. . II ' - _ - - . 570 . . __ . ,_' 111 y -. .. 11 . _ . ... V3_,:7-:_ " 0 613,/..0,_ . .-`" . .0-_--——,_,-."- i.._.-�__.._ .. r,- �... ,1111.: - _ . ...­ .._ ._ ___ . .. ... . PROPOSED 6 _ _ .. ._. _ _ -' J 565 � L_ 32 EX 1_ _ � _- =� . 1111. SAN LATERAL ... . . _­ ... x W O _. . �.I /, -.. . _ _._ r ...1111_ ..; .._,.v - . _ ...__...._.._...-_.-- ---- 1111 .i _ - _.1111.. _.. __ __ _ � _. 1111. _ - _ . �,A �� _ ry _ NM oir� - _. Oo .. 000 �^ ..... _ _. _ . _.. __ _ . .- 1111. oW, _11.11 •..._.... - _ __ . _. 11.._11 _. 11 1 1 .,.. , .. 11111111 . rn . _ . . n� .. 1111 ...- .. __ _ _ �o n ._ _-_ ..... ..... ... 11 11 .. ... ... . - ^MIS' _ m M r\ _ cod •. . - - .0 pm] M t` ,p - S ``R %y - 1111 ...- _.. - I _. -0 M _. 1111 c�0 `� .__ _ _.. _. o'o . SCO _ ._ .. _ N n ,�y0 _ .. � _.. _: ._ ..._... 1111 .. _._..._... ... 1111_. vs _... a .- _.. _ N� f\ .. ... 1111 ... _.. _... ... . . -. .. 1111 .., _. .� I .d•o n 1 111.. .. n0 s 11 11_ I �5 LO 1111 560 ,O , 11- O~ 11 •- " ptn�Z -7-II_ } 11,11.. i-ptn�Z.... .. N^SII Ilt!a+�Z N' -F_11 __.._ IIN�Z . . . _ .,_ .,")7-11 . ..._ _... .'-IIN�z.. _ _.. . . �3,_11. ._. _ II�5Z .. _ ., _ 63- 11 B _ 1560 555 N Z .. I_. 1111._ _..._._. _. ....... _ a ~_ 1111. (/')x __ ... » ~_ zz 1111, 1111.., Ni ...... .. » ZZ-_.. .. .. .., N4 » Z= a .. _ _ N�€ 1;1 . » Mz .... . _ .. _.. _. ,... . _. _ ... _ Nm _ -. » ZZ _ _ __ . 111.1 Q a N .. .. >> Zz ,11 11 Q a In(Z > _ .. 555 0+00 1+00 2+00 3+00 4+00 5+00 6+00 8 STORM SEWER PROFILE ST -16 ->ST- S 8 ------- -- _ _ - -__ -- -- -. ---- - -- - --- 1 "=30' Horz, 1 "=10' Vert 40 2 STORM SEWER _P_R_O_FILE S_T-17-__>_S_T__-_10 to C=30' Horz, I"=10' Vert n 41 42 F_� 6 STORM SEWER PROFILE 21 ->EX -11 � ui � CID , SS 1 "=30' Horz, 1 "____ .Vert---_._�- � 11 � }b(j v N C LO (0 1 575 14 15 16 Q. 0 O 0 O �c > . w CL o. L . II o 1 o 0 3 W z II t _ - 570 D _ _ 1 _ ,. , o 1111 --� - . I 7 "y to 560 1 I 585 _. _ _ _ . I.- tg i11 `- _ .o 11 W . 98' - 24" RCP 0 1.02% 585 1111 '...-- '- „ E, _ ........ __. __ _._ . _ HGL �J . .,_ _ __. L_ -_.. .1111 _ -� _ _ I ,_... _. - 1111. 1111. -. _. _ 1111. 560 6, w J m _ _ _ _. 580 ... _ _ _. _ _ . ... ... _ .{ ... 1111 1, 1 11 ,- . _ _ . _ __ I _ __.. -. _ . _.. _ _ . "'. � �� _ .I _ _ : 1 _ ._ _ . .. _ __ .. r .. _.. .. _ . .. . __ _ = o Inv - 558.75 -- X13 580 t S �' 550 8W S) . __ _ _. _ - 555 _ � �. . ���' . ; : ; _ OJF II X Il � Bz x 6iv = 559.8 O�_ n 11 - __ ---. _ 1 _ ., _. .. . 1_111 . _ o 0 00 (D�� _. `. _ .. .. __. EXISTING G R G D E _ ... _ ; _ . .. . 550 i S '_ 575 . _ . I _ - . - _-! ---1_.- _.. __ 550 .. _.. _ _.._._ _ _ .. 11 �� .., 575 555 . .1 I - - I - _ .. _.' II PROPOSED GRADE i. :_ II - I..:. 11 =o zz Inv = . 553 90 , u �. z II z n 570 .._ _.. _. -- . - I.1 , - _ _ NZZz _ _ - I __.. :. . __ - zz _ _ . _- - . _ .- . 550 0+00 1+00 570 __. _ 1111 ..___.__..__. _._.___._ __. L. �I � . 1- -H -t 565 - _. _ _ - __ _. .._ _ -- - - _ ._ - -- _-- _ _ _ __ i.. _ _. ......1 - .__ 1111 ._ -,. _ _ . -, ......._ _._,...__ .- , - - 1111- ---------- .. _ 1111 ---- 565 C .. 1111 _ O ���I ----.--.- _..-_-, ... 1111:.. 71. _ .. _ 165' - 18" HDPE 0 1.0% _ __. 1111 _ . I . _ .+ N vl� . 5- 110 - 1 D- F w, e .._ .._ ... ._. _560 o Ch an _ o$_ _ . _ I . _ .. 560 pp II _ _j Ii ! - . __._ .__ .... r- 11 _ N - �z n HGL _ .. _ _ .... _ _._ _ .. . - _. _.. .. II , - .. _ . 8Z .7 i _. pp _ 555 _ ZZg I 1.:. f .. _ _ ._ _ _ . . _ .. �. ZZ .. .__. '. Ii�I 'z 555 0+00 1+00 2+00 3+00 8 STORM SEWER PROFILE ST -16 ->ST- S 8 ------- -- _ _ - -__ -- -- -. ---- - -- - --- 1 "=30' Horz, 1 "=10' Vert 40 2 STORM SEWER _P_R_O_FILE S_T-17-__>_S_T__-_10 to C=30' Horz, I"=10' Vert n 41 42 F_� 5 STORM SEWER PROFILE EX_ -25 ->ST -41 S8 _ _ __ .. _ __ _. _ __. 1111_ 1"=30' Horz, 1"=10' Vert : m_l� 00 t. � ui � CID , 575 LO 11 � 11 � }b(j v N C LO (0 1 575 N CL 0 a 0 Q. 0 O 0 O �c > . w CL o. L . II 570 1 o 0 3 W z II o$ _ - 570 565 _ _ 1 _ ,. , o 1111 --� - a o i I 7 "y to 560 1 I 565 _ a `- ::- ,260 560 W . 98' - 24" RCP 0 1.02% . _ o 1111 '...-- '- „ E, _ HGL �J . 5 "HOPE 555 -� _ �b 1111. 1111. -. _. _ 1111. 560 6, w J m _ _ _ _. , �5 560 "'. � �� 565 �00 HGL corn i __ .. r g• o = o Inv - 558.75 -- X13 555 t S �' 550 8W S) amu' �'� � � W) 555 UO� ���' 560 ; : ; _ OJF II X Il � Bz x 6iv = 559.8 O�_ n 11 6I. it -Il EX 8" SAN o ,_ o 0 00 (D�� -- --- 0 5.6% C58 15" HDPEIq "BAS 8 uito II8c Inv =555.15'11B ZZZ _ - _ I.. __ ....::.. - - __-1111 1111 _ _ .__.. _ 550 N S '_ � _' in =' 1 550 0+00 1+00, 0+00 11 �� 0+50 5 STORM SEWER PROFILE EX_ -25 ->ST -41 S8 _ _ __ .. _ __ _. _ __. 1111_ 1"=30' Horz, 1"=10' Vert : m_l� . II 7 STORM SEWER PROFILE ST EX -23 ->ST -40 S8 __ __-111.1 1 "=30' Horz, 1 "=10' Vert "_40 n� o `o� ._ _ a,. 1111. � g , co CV 57511 �0 o }b(j v N C -11 O N 0 _.. .. ......... 1 111... 1111 .. _ 1.11 1 _ - _____ -..11 .. w. ., It ._._._ 11._ . O 0 O �c > . w . L . II 1 . 575 II o$ - w 89'-18 RP oo _ _ 1 _ ,. , o 1111 --� - a o i I 7 "y to 560 _.. .._25 EXISTING GRADE 3 _ a - xc=0 570 560 W . 98' - 24" RCP 0 1.02% . _ o 1111 '...-- '- 570 HGL �J . _ _- - -. 555 -� 38 a "RCP 0 1111. 1111. -. _. _ 1111. � w J m _ _ _ _. 555 - 15 "'. � �� 565 �00 HGL corn i __ .. r " PE ®5.45% � X13 l 565 550 8W S) -_ .: -- " X1f Proposed 8" . UO� ���' 560 ; : ; _ OJF II X Il � Bz x 6iv = 559.8 ' N� _ _ i Ila 560 X cO o 0 00 (D�� -- --- 0 5.6% C58 15" HDPEIq 8 uito � i ZZ , . a � _ ZZZ _ - _ I.. __ ....::.. - - __-1111 1111 _ _ .__.. _ 555 0�' ° 5731 a N^ �°� _ . . < I �00 545 LO I 0+00 1+00, 2+00 3+00 11 �� t N 555 o r- 11 II .,. ,..! -.",.,y o - II ±� II - � 11 =o zz Inv = . 553 90 , u �. z II z n 550 NZZz !N 1 zZ - zz _ cn 550 0+00 1+00 . II 7 STORM SEWER PROFILE ST EX -23 ->ST -40 S8 __ __-111.1 1 "=30' Horz, 1 "=10' Vert "_40 41 -2 a� _ 9 `o� ._ _ a,. 1111. r7 .. - ,,� " _ EXISTING GRADE _ .. O. .. _,. ,._.. 1111 1111 ___ .. -.0 co CV SP In � 0vto C 0 t+j }b(j v N C 565 1111. : _ N 0 _.. .. ......... 1 111... 1111 .. _ 1.11 1 _ - _____ -..11 .. w. ., It ._._._ 11._ . O 0 O �c > . w . L . II 565 . II ._. .._ - _ __ - __ _1111. _. _ 1,111. ---..r.- ---1 3--- �.` w 89'-18 RP _ _ 1 _ ,. , o 1111 --� - a o i I 7 "y to 560 _.. .._25 a - xc=0 560 . 98' - 24" RCP 0 1.02% . _ o 1111 '...-- '- 555 ,... ()t__ J a _ __-.. 1111. 1111. -. _. _ 1111. � w J m 555 "'. � �� NE Y T z SQ �00 HGL corn i _ ^ ° - �u°� oo �o � o z l 550 8W S) .-111. _ . 1111 _. �� UO� ���' 550 OJF II X Il � Bz x a .--I O 11 -, _. II II11 ...__ . _ . _ BZZ _ ' __ .. N� _ _ i Ila II 11 zZ X cO a r�J� � _ 11 545 � i ZZ , . a ..: ._... a..i ZZZ _ - _ I.. __ ....::.. - - __-1111 1111 _ _ .__.. _ _ '- - IQZ v,- ZZ _ -- a a _ . . < I > . z_ 545 0+00 1+00, 2+00 3+00 (,,_9 STORM SEWER PROFILE EX -25 ->ST -41 L8�;1=30' Horz, 1"=101' Vert NOTE: EXIST U/G FIBEROPTIC CABLE CLOSELY PARALLELS STORM SEWER RUN. CONTRACTOR TO HAND LOCATE PRIOR TO EXCAVATION. NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY CONFLICTS. t NLTH pF �* `i 4 c O Z TODD M. PHILIPP >_ Lic. No. 22869 o��sS/0NAL CNG\�� c A m ILI 0 C) w 0 u) 0 A O 0--t m 5} w = ar A � 9 0 - - 0 A m 0 w z z w 0 A 10- iA fA LUa co U Zz _w A 6 134 1 j iii Ill z I C z w I0-4 � 1w _ / N w W S Q- O �� � Q_q c) u LL. 1_� N 0 �w a Ww 2 Z Q � w w H ca I._4 = A Iii � O ~IiJ � w t- 0 H III W a U) DDR PROJECT NO: 70379 INDEX TITLE: S8 SHEET NO: 8 OF 11 DATE: 5-28-2008 Uteecli a� _ 9 J _ <�o - g � 4-0 C C SP In � 0vto C L }b(j v N C 5 "9 a c 0 0 O 0 O �c > . w . E 0) OQ . �` �.` ,� 111111 vV. 0 14 I 7 "y to . 164S 40 1P a<a t NLTH pF �* `i 4 c O Z TODD M. PHILIPP >_ Lic. No. 22869 o��sS/0NAL CNG\�� c A m ILI 0 C) w 0 u) 0 A O 0--t m 5} w = ar A � 9 0 - - 0 A m 0 w z z w 0 A 10- iA fA LUa co U Zz _w A 6 134 1 j iii Ill z I C z w I0-4 � 1w _ / N w W S Q- O �� � Q_q c) u LL. 1_� N 0 �w a Ww 2 Z Q � w w H ca I._4 = A Iii � O ~IiJ � w t- 0 H III W a U) DDR PROJECT NO: 70379 INDEX TITLE: S8 SHEET NO: 8 OF 11 DATE: 5-28-2008 LD -204 Stormwater Inlet Computations EX DC Oc A A Sag Inlets Only M IvQ U) U C c3 c3 U) _ U a a Ci V515 X M a X H o d C7 L 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 19 20 21 22 23 24 (ft) (ac) (in/hr) (cis) (cfs) (cfs) ('/') (1/1) ('/') (ft) (ft) (cfs) (cfs) (ft) (ft) (ft) ST -1 3 MC 8 0.22 0.90 0.20 565 4.00 0.791 0.79 0.016 0.02191 0.005 0.083 6.76 0.19 1000/0 0.79 0.00 0.19 0.5 0.38 6.76 ST -13 DI -3C 8 0.22 0.90 0.20 6.50 1.29 1.29 0.016 0.0219 0.005 0.083 11.37 0.21 1000/0 1.29 0.001 0.21 0.5 0.42 11.37 ST -14 DI -3C 10 0.30 0.85 0.26 4.00 1.02 560 _ - - 1.02 0.016 0.0287 0.005 0.083 7.94 0.20 1000/0 1.02 0.00 0.2 0.5 0.41 7.94 ST -14 DI -3C " fMIN. 10 0.30 0.85 0.26 6.50 1.66 1.66 0.016 0.0287 0.005 0.083 12.43 0.22 100% 1.66 0.00 0.22 y 0.5 0.441 12.43 ST -16 DI -313 8 0.26 0.66 0.17 4.00 0.69 0.69 .0.016 0.005 0.015 0.083 6.25 0.23 1000/0 0.00 ST -15 DI -3C 8 0.54 0.86 0.46 4.00 1.86 1.86 0.016 0.005 0.050 0.083 8.52 0.43 100% 1.86 0.00 0.43 0.5 0.86 8.52 ST -15 DI -3C 8 0.54 0.86 0.46 6.50 3.02 3.02 0.016 0.005 0.050 0.083 9.8 0.49 100% 3.02 0.00 0.49 0.5 0.98 9.80 ST -1 7 DI -36 6 0.14 0.62 0.09 4.00 0.351 0.35 0.016 0.052 0.021 0.083 1.46 0.12 100%1 0.68 ST 18 DI -36 10 0.55 0.62 0.34 4.00 1.36 1.36 0.016 0.083 0.021 0.083 2.9 0.19 98% 1.33 0.31 0 0 0 0.00 1 ST -7 DI -313 6 0.221 0.85 0.19 4.00 0.75 0.75 0.016 0.013 0.037 0.083 3.15 0.21 100% 0.75 0.00 0 0 0 0.00 IST -21 DI -36 8 0.361 0.76 0.27 4.00 1.09 1.09 0.016 0.049 0.036 0.083 2.61 0.19 99% 1.08 0.011 0 0 0 0 IST -40 DI -313 8 •89 4.00 3.57 3.571 0.016'I 0.015' 0.030 0.083, 7.75 0.34. 99%......__._._...3.53 ST 20 `DI -36 s�- Match throat len.161 gth of existin.771 g structure - n9 ----- .�_ �.. _� .._- __ ._.. __ .__ __ . -------..�.__. _ .. . .....0.04(_..... EX DC Oc A A M O m of op _. _. _. LO A _..-_ . _..__ a 570 PROPOSED GRADE_..o LU 565 co w 0 _ APPROX. LO ION _ A - _ EX FO L ELEVATION UNKNOWNrA s 560 _ - - M " fMIN. . PROPOSED _ . _ _ �' LATERAL y y v' SEWER SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE w FRAME & COVER AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS � SEE FIG. S -1-D E U N_ INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE z_ ( STREET SURFACE OR _ j LATERAL PIPE SHALL BE AT LEAST 0.2 HIGHER THAN THE NON -PAVED AREA J a¢1�o�c X1-1 m TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. SLOPED AREA SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE ,� 1 Q C s CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY SEALTITE , OR AN APPROVED EQUAL, 3000 PSI CONIC. BASE 1'-0" MAX C 0 n MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4 2 MIN a C REMAINING BACKFILL SHALL PER Fool) BENCH SLOPED TO FLOW „ -2'-0" ,p � N 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM CHANNEL 1/4" 1' MIN WEDG-LOK TYPE NOT CONTAIN ROCK MATERIAL C > DIAMETER OF 4". ;'� I p RUBBER COATED STEEL 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER STEPS OR APPROIVED 7136"MIN LARGER THAN 6" IN ANY N DIMENSION .E OF 3 FEET. ° EQUAL CAST IN PLACE MIN p Q , SALT • 24 MI TREATED PRECAST REINFORCED 8"MIN INTIAL BACKFILL* Q Q` 2 x 4 BRANCH CONCRETE SECTIONS 12„ MIN EMBEDMENT (6 LIFTS) FINISHED GROUND 12" �- 0 RING SEALS A 16 MAX *THOROUGHLY COMPACTED �` h MARKER BY HAND OR APPROVED MINIMUM ELEVATION SPRING LINE MECHANICAL TAMPER " 10 1 O oOF PIPE d ;,r-, �' v DIFFERENCE ACROSS M.H. 5 4'- 0 5' HAUNCHING hs FROM INLET TO 0)UTLET NO. 68 STONE �. SHALL BE 0.20 FLEET. 6p P �r 2 BEDDING 6 max a 8� PLUG END OF � I � � DEPTH OF FLOW CIONCRETE • VARIES 4" min MAIN LINE SERVICE LATERAL CHANNEL TO BE �FIILLETS � FOUNDATION (SHALL BE 5' (Max) SECTION 3/4 DIAMETER OF I _ _ REQUIRED WHEN SOIL ��NL T H p/. CONTRIBUTING a =-�.,_ 4 CONDITIONS ARE UNSTABLE Lj 0' (Min) NOTE. SEWER. a ° „ ALL PIPE) �P FLEXIBLE CONNECTION A FILLETED INVERT OR' A SMOOTH 12 WITH STAINLESS STEEL ALL CONNECTIONS TO TRANSITION OF FLOW BETWEEN TODD M. PHILIPP - BAND EXISTING MANHOLES SHALL INLET & OUTLET PIPE S;HALL BE a FLU - BE CORED AND A FLEXIBLE PROVIDED. MIN. 6" BEDDING NOTE tic. No. 22869 CONNECTION "BOOT NOTE W N0. 68 STONE ~ � 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE P o INSTALLED 1. BEDDING THICKfNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. OAFS SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED '%NAL EN 7LINEWYE-TEE. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED LAN EXTENDED OR MION-EXTENDED BASES. 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL. BE INSTALLED ON A MINIMUM 6" 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED Sc GROUTED BEDDING OF N0. 68 STONE A VARIES INSIDE AND OU -T. 2 TYPICAL MANHOLE PLAN SHO WING r R BRANCH TIE-IN _ TYPICAL MANHOLE SECTION -__- -- - 3 SHO WING BRANCH TIE -1N 1 81 0 NOT TO SCALE SEWER SERVICE LATERAL CONNECTION ____ -___.. C _ _ ____ ___...___.____.. _______...______.___ S101 NOT To SCALE 4 TYPICAL SEWER PIPE INSTALLATION IN TRENCH S1 O NOT TO SCALE 810 NOT TO SCALE _.. C) A " � m 3 of SM -9.5A �' � a t t ff 1 5 '• 1 f Ah fAl i`) Y 4 „' Existing Lanes (Width Varies) TURN LANE 1 , ,r 1 6 VDOT 21A (WIDTH VARIES) 1 Z Ln X I 1. m L� F- 5 0 ILIU IZ Sidewalk MPX' o 0 � � 2.0" SM -9.51 I Class A3 Concrete x w Typical Paving Section 1/4" 1' SLOPE: 1/4" : 1" Parkin Areas EXISTING PAVEMENT SECTION - Mill 1 ExistingPavement , S1 O NOT TO SCALE 10" BM -25 WTI&I .6 PIPE VDOT STD UD -3, to be 6" AGGR. BASE MATERIAL, TYPE I, SIZE 216 1.5'�..-- Placed when Grade 1. ANCHOR1,10I,tETHOD. D90M ANo PIACitMM To eH � WIDTH VARIES osT�lnv,t�o ev rttE PRo> Ear oealot+lM01"ExR Exceeds 3% 4,000 PSI Concrete 7.5" &VARIABLE, COMPACTED SUBGRADE 2.2lftAGSTM M OVAK.10110011 PM NATAt1ATI0N __ 4" AGGR. MATERIAL co 6 TYPE 1, SIZE 21B 90% COMPACTED Z c �-•}� 0 �� VDOT STD. UD -4 UNDERDRAIN � COMPACTED SUBGRADE #4 ® 12 (TRENCHED AFTER SUBBASE COURSE IS IN PLACE) 4" VDOT 21A 95% COMPACTED EACH WAYW WIVE (fo Typ. Section for Rt. 29 Southbound Turn Lane A �: TIED01V"e - 810 Not To Scale VAURYMr T PRWgR & 14ATNE S / Typical Paving Section few I I . {7 NTURIm 7 Concrete Pavement & Dumpter Pad IL prtTMtL t;ACK►ILL .AgtFLL aeorcxrr<e 810 NOT TO SCALE c � DOINO tO10.I 'I ��i ltIITABLE U. i0U/lD/LT1pN Concrete Sidewalk z stawlHo _ . 4 3000 PSI Type No. • ►d I�d1�TI0N • . .,; •' �• .. Catalog No. easter Roadway Series Job Name Horizontal Lamp Cutoff Luminaire Natural Mat Finish APPLICATIONS . • BukAng Perimeters. Parks, Fteaeetbn Areas, Parking Areas,;h J n Roadways, Outdoor Sales Areas, Sport Courts. Outdoor w 4 VD O T 21A Areas r !1 ' 25 SiteMester Roackvay Series I' CONSTRUCTION o -Sr• TOP RAIL Z • Precision die-cast aluminum housing,"- , . 3x,. P.l- 3"x 4"x VARI E ^ • Orm-plece luta d gee ed die-cast ekdust, m kna Trema. a„ r, ,,, . Po win. Nn,el dM1 , • entry. ctbn and gesketkg prohibit dust, moistUf0. aid big - 0easat4,WAaa, amrY la1{yNWaglelmbfa0aed[mm one„v FM TVapnaeanagteyt Typical Paving Section ,roll HP$:14 ,orae, 5 ANCHORING . TDWD7a entry lrltd hDd7kg/k,rnp chamber Na tioaAans 1 atla�eaa 11 Damclatch 1 ' - law 1105 a eow oras zt Iaaap+ s 1 w lr a• Caroslnn resistant Durnptex II Bronze polyester powder t sow ws .2s row un 14 r¢b 24 11 ,.o A ." PICKETS --- ---- ------------ _ - __. - 8 Concrete Sidewalk x>N WS 100W MA ,1 S1 O coated easn. 7W IODWWS .N 26 PIECES ~" - NOT TO SCALE • Optional designer arasl„rs available. Seo lnalde beck cows tt ("MA) NMWWetWW Hal, I50W S 1.03 F-1 nr E coLk a catalog. 150 to 4W 100 10100 Watt ( Hi h PreEwre Sodium 7/8"x3"x72" SIO NOT TO SCALE ELECTRICAL 9 "" • Porcelain SProg-boded 4KV Pulse rated socket -mogul L CJI baso 1 sAen73Nl%L % O • HPF CWA ballast. L�,15dssAED - • Elocttlr-al components mounted to hinged ballast Vey � ea, 1 31 "V `, u • Staring temprreture� LX(HPS)-40' F/40' C. I �'"D"'r° BOTTOM RAIL [� `/ MAIMH).20' F/-30' C. 1 No. vs Pos, I Rdura Per Po„ 2"x4"xVARIES. O Pulse Start competlbie. See chart in iM Energy Saying ,- .._r "r tT, FaOraW tmrcaP ml .. INCLUDESProducts section.I1lI,atMnYapSTEEL CHANNEL F OPTICS.404m 4" POST w • Orr -piece hydroformed anodized aluminum reflector. ` ,,,, 400w Ia7 Ino 400w tat l.o .. _. . . Type 4 roaerAor incorporates segmented Inserts. I 7 �Taeam, I ,,aw MAS .32 2i w M1•il1 :00 _L_ �, ti 4•'x4"x119" ; • 400W MA Types 2 and 4 optics require reduced outer TT " , ,,,,, . jacketed ramps as I -T- rK uE srzE .. _ MOUNTING I xrtea" u• t.o�m W -r rFacra instaled die-cast eluminum arm. e' ^ e' •2• racm Oe/wlbaie5 '• ,.• WY atm 11.1am 4'I'Lkm MrtA'eelaWgWh'tarotlom Ann contains Integral wkinglspeoe chamber via siLU de access. lore n smi .43 town. swbasemr..gwny i.pa: 1. Key slot design provides one persm Installation and level- - -' bCIMF-la FF"'il Q Q 3' lawHW 1a Es 11 11' 4a Hords-free wklny, �.1 Aw 111 ,4 ,o 11 ss Lugo a''x 'Mri4Nnpr�il _ WARRANTY/LISTINGS la' • �aao L e4,oao"Cw.a PERFORMED Or --- ala. TO EMN La.1ne Gana r«na.• sa wart l`L 1a Masa N.aoo Lvn"m N.xDLunws �' l 1 -- UL 1598 listed for wet locations mea DD• Altera. rq. b• 001.x.1�y rarwra ronvem may CORE DRILLED I'O�T \ ._-METAL • Putllsnrdllw3year Mmkedwarrenty IEPA.1.asq.rl. NP. uowl.. ry,m1DM.F RAILING POST DOLE OPTONS a ACCESSORIES -SEE ENC OF THIS SECTION. - 1 Fk/n ft PBM 2 Ad- Pa Pnp v neo Dy 4 Fleas ew Mie ! A PHO70METIeCS-SEEREVERSESIOE, l UL +.�a" ■I #° '^ -«, a. - -, / .a as ore a" ,wea e ore w - _w , _ EMBEDDED POST TOP FINISHED ---\ �^ PROTECTED W/ ORDERING GUIDE EXAMPLE: SMR154MA-7 m w _ •; •., .. CONCRETE 2 PART EPDXY DIP - "" w . „. _ ;. .. •' ; E .. °d SMR •n .. II,-0, I • °a : - DIA .._-... EMBED DEPTH+1 TYP 4 1/2" ` " 7t If 160( 4 MA �. 4nx1 sMR403AM 7MRN,ax SMR40aM 12 TYPICAL PVC FENCE DETAIL J 1 i ,gtlaWaaol 1.,30 Lb/0D 1aH4004, 17.116IGMIEOQq 3 «,ddN111o1m. 2.101 so:aN tlar,ee N.aoo tsmw a1a0oD L",we 34: 0Lu.a lo;OtlD Lvmaa x1110400 01 s�"is ~� W '' er Abaa. 4 Mone. HHya{ om ra� 1�a • 40"00 e.O IT28)l J ! - 1.210 1)Qa a tVUD 1101 ET Alava. HO'. JO' "N"'IDlva6. I w '' �' ill "�• FJ.. • q.4o0tcwTm), 4NN In°,. ■ Iwm 1)1M ■ a txs,r6. " S 1 0 CLE :1 /2" e 1'-0° U H • I ° 1.110.171 - ' It'lo0te131R11A1 4 LX W +'• °j Now I{ 7110([�T2 7) ! t0 anenpl vAhout mks. product Inkinnallm Is sulliled � �'�"'�"'.'.M boren"„1linposit b"o R"no, Io.1N lwnpn � 6 Q Uj W n4ei.. EO)t lwn, IwlyrlmN 5 tA7arfGw,ua,i. r., NON-METAUC ---� ST WID �' _ EXPANDING GROUT a cn Liht Fixtures 'AB' and B2 DETAIDDR PROJECT NO: 70379 Jf� L _ _.. _._ __. .__...... _ _---._ MOUNTING DETAIL S1 O NOT TO SCALE INDEX TITLE: 9 METAL SAFETY RAIL DETAIL jo N.T.S. S10 SHEET NO: 10 OF 11 DATE: 5-28-2008 3'-11 3/4" 13-11 3/4" -6" 4'MAx 'MAx 4" 4 MAx lawHW 1a Es 11 11' 4a Hords-free wklny, �.1 Aw 111 ,4 ,o 11 ss Lugo a''x 'Mri4Nnpr�il _ WARRANTY/LISTINGS la' • �aao L e4,oao"Cw.a PERFORMED Or --- ala. TO EMN La.1ne Gana r«na.• sa wart l`L 1a Masa N.aoo Lvn"m N.xDLunws �' l 1 -- UL 1598 listed for wet locations mea DD• Altera. rq. b• 001.x.1�y rarwra ronvem may CORE DRILLED I'O�T \ ._-METAL • Putllsnrdllw3year Mmkedwarrenty IEPA.1.asq.rl. NP. uowl.. ry,m1DM.F RAILING POST DOLE OPTONS a ACCESSORIES -SEE ENC OF THIS SECTION. - 1 Fk/n ft PBM 2 Ad- Pa Pnp v neo Dy 4 Fleas ew Mie ! A PHO70METIeCS-SEEREVERSESIOE, l UL +.�a" ■I #° '^ -«, a. - -, / .a as ore a" ,wea e ore w - _w , _ EMBEDDED POST TOP FINISHED ---\ �^ PROTECTED W/ ORDERING GUIDE EXAMPLE: SMR154MA-7 m w _ •; •., .. CONCRETE 2 PART EPDXY DIP - "" w . „. _ ;. .. •' ; E .. °d SMR •n .. II,-0, I • °a : - DIA .._-... EMBED DEPTH+1 TYP 4 1/2" ` " 7t If 160( 4 MA �. 4nx1 sMR403AM 7MRN,ax SMR40aM 12 TYPICAL PVC FENCE DETAIL J 1 i ,gtlaWaaol 1.,30 Lb/0D 1aH4004, 17.116IGMIEOQq 3 «,ddN111o1m. 2.101 so:aN tlar,ee N.aoo tsmw a1a0oD L",we 34: 0Lu.a lo;OtlD Lvmaa x1110400 01 s�"is ~� W '' er Abaa. 4 Mone. HHya{ om ra� 1�a • 40"00 e.O IT28)l J ! - 1.210 1)Qa a tVUD 1101 ET Alava. HO'. JO' "N"'IDlva6. I w '' �' ill "�• FJ.. • q.4o0tcwTm), 4NN In°,. ■ Iwm 1)1M ■ a txs,r6. " S 1 0 CLE :1 /2" e 1'-0° U H • I ° 1.110.171 - ' It'lo0te131R11A1 4 LX W +'• °j Now I{ 7110([�T2 7) ! t0 anenpl vAhout mks. product Inkinnallm Is sulliled � �'�"'�"'.'.M boren"„1linposit b"o R"no, Io.1N lwnpn � 6 Q Uj W n4ei.. EO)t lwn, IwlyrlmN 5 tA7arfGw,ua,i. r., NON-METAUC ---� ST WID �' _ EXPANDING GROUT a cn Liht Fixtures 'AB' and B2 DETAIDDR PROJECT NO: 70379 Jf� L _ _.. _._ __. .__...... _ _---._ MOUNTING DETAIL S1 O NOT TO SCALE INDEX TITLE: 9 METAL SAFETY RAIL DETAIL jo N.T.S. S10 SHEET NO: 10 OF 11 DATE: 5-28-2008 PLUGGED NOTES: N N - Q FRAME AND J ' a; - o INLET CARTRIDGE 1. DUMPSTER WALLS TO BE 9 -0 HIGH. t N _ to �QaQ-� COVER(TYP} TEE 2. PROVIDE CONC. PAD, MALLEABLE STEEL CENTER C01 DISSIPATOR ^ A V STOP/HOLD, AND SLEEVES FOR THE GALV. LOCKING PINS IN � V � ___________________� THE OPEN AND CLOSED POSITION. E _ r___ __________________ _ -W _ _ _ _ _ 3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ C D' O _o ' OUTLET SUMP CONC. AND PROVIDE 4. CONC. DOME TYP. SEE PLANS FOR _0 � a) Y LOCATIONS. PAINT SAFETY YELLOW. 'C 0) A (8')---��_�---_�� Tom= -� 013, A ► '� __ _ 2 } _ ___ __ __ FIELD BRICK #4 HARMAR L (�} - - _ _ _ FLOW r ---- °---�°�----£°�-- - °- -�-- -� #627 FT -WASHINGTON -- INLET ANTIQUE S.B. FLASHED _ -- 90' - ® 80� 10)_x,) MIN. o �w OUTLET o EYE HOLES FOR PAD LOCKS • 64 P `� � -�- I _ I -- L----- -= �------------------------------------_ J J T I- lir � �..�_:T , T. i t r.?. T 1__ j - p,LTH OF STORMFILTER CARTRIDGE / I 0��� Li (1s'}_ , TODD M. PHILIPP (�7} SECTION B -B r-- Lic. No. 22869 � � a PLAN VIEW ' � VAULT STYLE: 12A OUTLET SUMP (NIB) SCH. 40 GALV. FENCE SEALED OUTLET RISER POST AND GATE w/ ,� TREX WOOD -POLYMER FSS NG�� I r F �' f,- �� LUMBER SLATS TO BE ONAL E T /' ,/ l 1- STAINED TO MATCH r BRICK (FIELD BRICK #4 CONTRACTOR TO GROUT /f ,' / '' '� HARMAR #627 '� FT -WASHINGTON GRADE ANTIQUE TO FINISHED GRADE � ' ' f' , � UE S.B. FLASHED)00 RINGIRISERS PROVIDE GATE LOCKING PINS AND PIN w RIM ELE1/, XXX' RETAINERS w/ _ U r I '� ' f PROVISIONS FOR PAD CIO • STEP --I L_ _ L w m (e) POURED CONCRETE 04 A B STORMFILTER X' -X" . FOOTING © POSTS 4a --- CARTRIDGE INLET SEE STRUCT. DWGS - - - _j L - - - - -� 0 INV. ELEY, XXX' _ FOR FOOTING INFO LOCKING PIN RETAINER [7 SEALED _ A 2 INLET PIPE ouTl�T BRICK DUMPSTER ENCLOSURE DETAIL } RISER " S11 -- _ 0)0( MAT'L _ _ _ NOT TO SCALE ,,, OUTLET c � ,NY. EL�V. XXX' . x co .4 w OUTLET PIPE c INLET -P FLOW KfT OXX" MAIL DISSIPA70R SECTION A A s W LD -229 Storm Drain Design Computations -9tRoute: N/A Proj: Rhanna Plaza a County: Albemarle District: Rioca Description: Pipe Calculations Z z CONTE_ C_H STORM SYSTEM-______ S11 NOT TO SCALE PEAK rLOW OUTLET PIPE (5EE NOTE 4) RROlA" T E N WIDTH mNuI AOMPUPt Cww9F=iTRK,'TM LENGTH (SCC NOT[ 2) �; C,c6 ecMaew,OeuravenwO INLET PIPE (SEC WATER QUALITY (SEE NOTE 4) NOTE 2) PLOW OUTLET PIPE i (SEC NOTE 4) Z L A -- oun�T { ORIFICE PIATE 1 (IF REQUIRED) 1 100 5OLE TEPS ALTERNATE PIPE TT I.STRUC URE PIAN VIEW LOCATION (SEE NOTE 4) CONTRACTOR TO OROIR TO STORMGATE VAULT - PLAN VIEW 1 RINRHEDGRAN 1 O� 24"0 FRAME AND COVER OTD) FMERQLASS GRADE RING SEPARATION CYLINDER • INLET PM aft B B - \auTrlrE __-�--- DunErnvE ax,cuAn 2-r __ LEON` � Moa EArrLE_�4 A; `' • STORMGATE ADJUSTABLE SEPARATION = :,.,tir` ✓'i'^ WEIR (SCE DETAIL 1/2)� STORMGATE VAULT - SECTION VIEW _ OONCIIETEDIMENNDNSWILL BE 4)■000S STOFWE PROV= BY THE PRECASM SUMP From To Point Catch Runoff Inc Accum Tot Tot Tot Up Dn Pipe Inv Pipe Pipe Velocity Flow time Point A Coef AC AC TC Int Flow Inv Inv Len S Dim Cap Inc (ac) (min) (in/hr) (Cfs) EI EI 00 % (in) (cfs) (ft/s) (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 EX -5 ST -4 - - - - - 80.70 553.54 552.63 57.0 1.60 36 83.79 11.42 0.08 ST -4 ST -3 0.36 0.61 0.22 0.22 5.0 6.81 82.20 552.13 551.55 81.0 0.72 42 84.79 9.18 0.15 ST -3 ST -2 0.00 0.00 0.00 0.22 5.1 6.77 82.20 551.05 549.44 238.0 0.68 42 83.76 9.42 0.42 ST -2 ST -1 0.00 0.001 0.00 0.22 5.6 6.65 82.20 548.94 548.10 107.0 0.79 421 87.35 9.18 0.19 ST -1 EX -6 0.00 0.00 0.00 0.22 5.8 6.60 82.20 547.60 547.22 54.0 0.70 42 89.64 9.89 0.09 EX -6 EX -2 0.00 0.00 0.00 0.22 5.9 6.57 82.20 546.72 546.08 78.0 0.82 42 91.45 10.84 0.12 EX -2 EYA 0.34 0.35 0.12 0.34 6.0 6.54 94.75 541.13 540.98 16.0 0.94 42 103.83 12.31 0.02 ST -18 ST -17 0.55 0.621 0.34 0.34 5.0 6.81 2.32 555.10 554.80 25.0 1.20 15 7.07 3.85 0.11 ST -17 ST -10 0.14 0.621 0.09 0.43 5.1 6.78 2.90 554.50 553.80 36.0 1.94 15 9.00 4.15 0.14 ST -16 ST -15 0.26 0.66 0.17 0.17 5.0 6.81 2.93 565.90 564.75 110 1.05 15 7.17 4.16 0.44 ST -15 ST -14 0.54 0.86 0.46 0.64 5.4 6.69 5.21 564.25 562.60 165 1.00 18 11.38 4.77 0.58 ST -14 ST -13 0.30 0.85 0.26 0.89 6.0 6.53 6.95 562.50 561.60 96.0 0.94 18 11.03 5.36 0.30 ST -13 ST -12 0.221 0.90 0.20 1.09 6.3 6.451 8.20 561.40 561.20 18.0 1.11 18 11.99 5.80 0.05 ST -12 ST -1 1 0.00 0.00 0.00 1.09 6.4 6.44 8.20 560.90 559.60 68.0 1.91 18 15.73 5.80 0.20 ST -1 1 ST -10 0.00 0.00 0.00 1.09 6.6 6.39 8.20 558.70 558.00 36.0 1.94 18 15.85 5.80 0.10 ST -10 HY-SR 0.73 0.85 0.62 1.71 6.7 6.36 14.46 553.70 553.40 16.0 1.88 24 33.60 6.13 0.04 HY-SR ST -BY 0.00 0.00 0.00 1.71 6.7 6.35 14.46 553.30 553.16 7.0 2.00 24 34.66 6.13 0.02 ST -BY MH -1 0.00 0.00 0.00 1.71 6.7 6.35 14.46 553.06 552.93 11.0 1.18 24 26.62 6.13 0.03 MH -1 EX -2 0.00 0.00 0.00 1.71 6.8 6.34 14.46 549.43 547.57 106.0 1.75 24 32.42 6.23 0.28 EX23 ST -8 0.31 0.90 0.28 0.28 5.0 6.81 1.90 569.15 568.56 8.0 7.38 12 9.67 3.89 0.03 ST -8 ST -7 0.00 0.00 0.00 0.28 5.0 6.80 1.90 565.00 562.00 55.0 5.45 15 15.08 3.61 0.25 ST -7 ST -40 0.22 0.85 0.19 0.47 6.0 6.53 3.12 560.09 556.90 57.0 5.60 15 18.15 4.26 0.22 EX -10 ST -6 17.77 0.84 14.93 14.93 15.0 4.79 71.51 570.31 569.50 94.0 0.86 36 73.06 10.68 0.15 ST -6 ST -5 0.00 0.00 0.001 14.931 15.1 4.771 71.51 568.40 567.37 70.0 1.47 36 80.87 10.68 0.11 ST 5 EX -8 0.00 0.00 0.00 14.93 15.3 4.75 71.51 566.77 565.661 M.01 1.711 361 AT231 10.681 0.10 ST -21 ST -20 0.36 0.761 0.27 0.27 5.0 6.81 1.86 576.67 576.47 40.0 0.50 12 3.56 3.15 0.21 ST -20 EX -13 0.32 0.90 0.29 0.56 5,2 6.75 5.65 576.37 572.01 191.0 2.28 18 16.51 2.80 1.14 EX -13 ST -33 0.43 0.85 0.37 0.93 6.0 6.53 6.06 571.79 570.48 63.0 2.08 24 32.63 2.36 0.44 ST -33 ST -32 0.00 0.00 0.00 0.93 6.4 6.42 5.97 570.38 569.78 60.0 1.00 24 22.62 4.14 0.24 ST -32 ST -31 0.00 0.00 0.00 0.93 7.0 6.28 5.97 569.68 569.33 35.0 1.00 24 22.62 4.14 0.14 ST 31 ST 30 0.00 0.00 0.00 0.93 7.1 6.25 5.97 569.23 568.85 42.0 0.90 24 22.62 4.14 0.17 ST -30 EX -11 0.00 0.00 0.00 0.93 8.0 6.05 5.97 568.75 560.66 132.0 6.13 1 24 22.62 4.14 0.53 EX -25 ST -42 1 0.751 0.751 0.561 0.561 5.01 6.811 3.831 564.101 560.501 28.01 12.861 151 23.111 4.611 0.10 ST -42 ST -41 1 0.061 0.901 0.051 0.621 5.11 6.781 4.111 560.001 559.001 16.01 6.251 151 16.151 4.611 0.06 EX -26 ST -41 0.37 0.85 0.31 0.31 5.0 6.81 2.14 561.14 558.70 89.0 2.74 18 17.39 3.571 0.42 ST41 ST -40 1 0.00 0.00 0.00 0.31 5.4 6.69 6.25 558.60 556.50 151.0 1.391 18 12.38 3.571 0.70 ST -40 EX -21 1 1.16 0.77 0.89 1.20 6.1 6.50 17.19 555.41 554.41 98.0 1.021 24 32.23 6.711 0.24 Note: Flows shown for Riser to ST EX1 reflect routed flows from Keglers SWM Facility. O c C11 did z x u. a z 19 (j) � O r7 S. w Q p R-' 0 o� Q V w H E_4 E- E_ E_Uj Q A ~ Lu 0 0 F- xIli F- F - 7 W 0 _ a rn DDR PROJECT NO: 70379 "MRTOINSTALLATION INDEX TITLE: SiCTION A -A 02006 COWISCH Stomlva dw Soludorro STORMGATE VAULT HIGH FLOW BYPASS 229 CALCULATIONS sit S1 MAMER PLAN AND SECTION VIEWS 1 S1 SOLUTIONS_ STANDARD DETAIL ,Q 4 HYDRODYNAMIC SEPARATOR m,d.datannww.00m MM SCALS:NOMS FlLSNAAIE:SO-VTZTI. DRAWtk1AJYV cHECKLDcA116 S11 - - --__._.---__.----.---._-----------_--... � SHEET NO: 11 OF 11 3 NOT TO SCALE _HIGH_ FLOW BYPASS. DATE: 5-28-2008 Si NOT -TO SCALE------ --- ------------_____ CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION SPECIAL USE PERMIT APPLICATION PLAN FOR RIVANN A PLAZA ALBEMARLE COUNTY, VIRGINIA TM 45 PARCELS 109 AND 11X1 TOTAL 144,619 100% 144,619 100% Trb Generation Average daily traffic = 1856 trips per day (ITE Trip Generation Manual Codes 565 Nk 814) CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSMWTI ON OF THESE PLANS 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN DOTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLIER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GIDLELNES OR STANDARDS WHICH ARE ASSOCIATED NTH OR REFERENCED N THE RECORDED EASEMENT. I THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS. LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTiN. 4. CONTRACTOR TO VERIM ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS MIS. CONTACT ENGINEER FOR CLARFiCATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT NTH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY NTH FENCNG AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FiLES THAT ARE OBTAINED FROM THE DESIGNERS. BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE NTH THE PAPER COPES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS. IF A PERMIT EXISTS 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL uTU11ES. STORY DRAINAGE. SIGNS, TRAFFIC SIGNALS Nk POLES„ ETC. AS REQURED. ALL WORK SHALL BE N ACCORDANCE NTH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SIIEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BD. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SiTE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP). GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT NTH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN N ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE NTH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL. STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES 15. DOSTiNG UTIUiIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED. N CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS AND DETAILS THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS NTH THE UTILITY REPRESENTATIVES. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR NIL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK I THE LOCATION OF DOTING UTILITIES ACROSS THE UNE 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. I ALL MATERIALS AND CONSiRUCTION SHALL COMPLY NTH 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 N NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTIUTY (1-800-552-7001 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES. SERVICE LATERALS AND WATER LINES. ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE GENERAL CONSTRUCTION NOTES (PART ONE) 1. PRIOR TO ANY CONSTRUCTION W1HNN ANY DOTING PUBLIC RIGHT-OF-WAY. INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL. BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT� THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUREMONTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM lO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. I EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED N ACCORDANCE NTH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRiOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM AILLOWABi.E SLOPE IS 2:1 (HORIZONTAL: VERTICALS WERE REASONABLY O BITANABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED. Tip -RAP OR STABILIZATION MAT LIED DITCH MAY BE RECM WHEN N THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE. IT IS DEEMED NECESSARY N 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 N010 ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS II. 9. ALL EXCAVATION FOR UNDERGROUND PPE NSTALLATiON MUST COMPLY NTH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES (PART TWO) 1. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES-. USE FILL AND BACKFILL MATi]RIAL UNDER PARKING AREAS, ROADS, SIDEWALKS. AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6' LIFTS I COMPACT LAYERS OF FILL TO 95 PERCENT BY MOND PROCTOR METHOD PER AS1M D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR MEiHOD PER ASTM D 698 BENEATH AND WITHIN DETEIN71ON POND EMBANI(ME NTS. PAVEMENTS WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. N OTHER UNPAVED AREAS. COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DEiNSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND SRPPED OF TOPSOIL SOL MATERIALS SHALL BE FREE OF DEBRIS. ROOTS, WOOD, SCRAP MATERIAL, VEGETATION. REFUSE. SOFT UNSOUND PARTICLES. AND FROZEN DELETERIOUS OR OBJECTION& MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL ASTM D 2487. CLASSIFICATION GW. GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LINT OF 35, MAXIMUM ASTM D 4,318 PLASTICIiY NDE( OF 12. AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL ASTM D 2487. CLASSIFICATION GW, GP, SW. SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140. NO. 200 SIEVE. 5. ALL FINISHED GRADING. SEEDING AND SODING SHALL BE DONE N SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. CUT AND PATCH WORK N DOSIiING RMKJC STREETS MUST BE PERFORMED N ACCORDANCE 01H VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS 7. ALL DOTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE N POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 8. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OiLER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTiVIiES BASED ON VISUAL. OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MAiERIALL. AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. GENERAL NOTES 1. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DLSABLIiES ACT AND NTH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 2. ALL STARS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 3. SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. 4. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 5. PLANTINGS WILL BE PROVIDED NTH MINOR ADJUSTMENTS N THE FIELD TO ELIMINATE CONFLICTS NTH OTHER STRUCTURAL FEATURES. UTILITY ARV SITE DATA & GENERAL NOTES BLOW OFF ASSEMBLY ABBREVIATIONS CLEANOUT LEGEND CABLE TELEVISION DI SITE DATA DIP DUCTILE IRON PIPE ELEC ELECTRIC FH FIRE HYDRANT FM FORCE MAIN F&C FRAME AND COVER F&G FRAME AND GRATE GENERAL UTILITY NOTES GREASE TRAP GENERAL GATE VALVE HDPE EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION OWNER (1MNP 45-112CII 1. CONTACT MISS UTIUiiY AT 1(800) i52-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE ABAN ABANDONED) MAX MAXIMUM �- PROPERTY UNE x 125 TC TOP OF CURB ELEVATION Rivanna Plaza LLC CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN 109 Robinson Moods SATISFACTION. ADJ ADJUST MIN MINIMUM _...... _.. _ _._ _ . _. ADJACENT PROPERTY UNE X 125 B C BOTTOM OF CURB ELEVATION Charlottesville, VA 22903 2. THE LOCATIONS, SIZES, AND TYPES OF DOTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE REPRESENTAi1ON ONLY. THE OWNER OR IT'S REPRESENTAiiW4S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE AHD AHEAD MON MONUMENT CONCRETE - - - - VACATED PROPERTY LINE x 125 FL FLOW LINE ELEVATION PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE (OWNER ( TYP 45-109} UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. APRX APPROXIMATE NIC NOT IN CONTRACT EASEMENT x 125 EOP EDGE OF PAVEMENT ELEVATION Ovanna Plaza LLC PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, 109 Robinson Woods TW D ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO NTERFERETICES WITH DOS"fNG BC BACK OF CURB NTS NOT TO SCALE �� BUILDING SETBACK x 125 SPOT ELEVATION uTiLITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. Charlottesville, VA 22903 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT NTH THE PROPSED WDRK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT BFE BASEMENT FLOOR ELEVATION OC ON CENTER _ " .. . __. v PARKING SETBACK x 125 TW TOP OF WALL ELEVATION DEVELOPER THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION. ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED BIT BITUMINOUS OH OVERHEAD WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF ,.,..; ZONING UNE x 125 B W BOTTOM OF WALL ELFVATION Rivanno Plaza LLC THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR BK BACK PE POLYETHYLENE 109 Robinson Moods ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. � TEST PIT LOCATION/BORING LOCATION Charlottesville, VA 22903 4. ALL HYDRANT LDCJ11)ONS TD BE APPROVED BY THE ALBETIARL.E COUNTY FIRE MARSHALL PRIOR TO H1NAL APPROVAL BY THE COUNTY AND ARE TO BM BENCHMARK PERF PERFORATED �__ :__.� LIMIT OF DISTURBANCE BE INSTALLED ACCORDING TO COUNTY STANDARDS BENCHMARK LEGAL RFFF•rENCE• DEED BOOK 3537 & PACE NUMBER 05745-109 TMP ( ) BS BOTTOM OF SLOPE PROP PROPOSED FLOODPLAIN LIMIT DEED BOOK 3537 & PAGE NUMBER 065 (TMP 45-11201) 5. RIM ELEVATIONS FOR DRAW AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, IRON FOUND AND OTHER SUCH ITEMS, ARE APMAMATE AND SHALL BE SET/RESET AS FOLLOWS: CB CATCH BASIN PRVD PROVIDED ez BUFFER ZONE TAX MAP 45, PARCEL N0. 109 AND 11X1 (3.321 Acres) MAGISTERIAL DISTRICT Rio District A. IMPERVIOl1S SURFACES FLUSH SURFACE AONE NCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE ELEVATION.E REVATION. B. PERVIOUSREAS: CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY RMA RMA -RESOURCE MANAGEMENT AREA UD UNDERDRAIN s. ALL BLASTING REQUIRDIENIS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE CENTER UNE RCP REINFORCED CONCRETE PIPE RPA RPA - RESOURCE PROTECTION AREA DRAINAGE LINE SOURCE OF BOUNDARY SURVEY Dominion Development Resources, LLC. COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. CL CHAIN LINK REM REMOVE 7. ALL DRAINAGE STRUCTURE INTERIOR MAIM SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PPE CONFIGURATIONS SHOWN ON EDGE OF GRAVEL -RD ROOF DRAIN SOURCE OF TOPOGRAPHY B. Aubrey Huffman E Associates THESE PLANS AND LOCAL MUNICIPAL STANDARDS. THE MINIMUM YANHOLI: DIAMETER SHALL BE 4 FEET. CMP CORRUGATED METAL PIPE REQD REQUIRED SEWER UNE THIS PROPERTY IS LOCATED N ZONE X AS SHOWN ON FEDERAL E40M CY MANAGEMENT AGENCY. 8. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON CONC CONCRETE RET RETAIN EDGE OF PAVEMENT THE DRAWINGS CG -2 __ TD TRENCH DRAIN -FLOWINSURANCE RATE MAP NUMBER51003CO278D, DATED. FEBRUARY 4, 2005 CY CUBIC YARDS RT RIGHT STANDARD 6' CURB 9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE Au1HORIIY To SECURE @ENCHMANO). Top of DI -7. ST 4A, located at north side of access road off Rt. 29. Elevation: 555.82 ACCEPTANCE OF ALL UTU11M C/C CENTER TO CENTER R/W RIGHT OF WAY CG -3 _ 6W WATER LINE STANDARD 4' CURB WATER SOURCE:: Provided by Rhpma Water Service Authority 10 ALL CONCRETE USED N UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. CdrG CURB AND GUTTER RSD REMOVE AND DISPOSE CG -6 a••FP FIRE PROTECTION LINE SEWER SERVICE: Provided by Albermarle County Service Authority 11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FiRE HYDRANT. COMBINATION 6' CURB & GUTTER -z••ow - WATER SERVICE LINE DIA DIAMETER R&R REMOVE & RESET CG -7 This site does not lie within a reservoir watershed 12. ALLuw ES TO BE PLACED UNDER DOSING COUNTY MREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR COMBINATION 4' CURB & GUTTER NOTED O N THE PLANS` EL ELEVATION SQ SQUARE G GAS LINE THIS PROPERTY IS ZONED HC and Entrance Corridor. 13. WATER METERS SHALL BE LOCATED N AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER DING PIPING Cl TO 01MELEV ELEVATION STA STATION FIRE LANE STRIPING __ _ oHw - OVERHEAD ELECTRIC WIRE MANLY BUILDING HEIGHT 35' FACI1TIM 14. FOR UUTILITIESUTILITIESINSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO ES END SECTION SW SIDEWALK BE BUILDING ENTRANCE BUILDING -------------- - , UNDERGROUND ELECiRIC" FRONT Bolding - 30' from Public R/W NOT LESS THAN 95% OF MA4M UM DENSITY. N ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. EW END WAIL SWEL SOLID WHITE EDGE LWE LD °HT OVERHEAD TELEPHONE LINE DING DOCK Parking - 10' from Public R/W CE PR TO 15. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES LESEWER, GAS, WATER, SEWGAS ELECTRIC, TELEPHONE, CABLE, ETC., ARE N PLACE RIO CONSTRUCTION OF SUBBASE MD/OR PAVING. EX EXISTING SWILL SOLID WHITE LANE LINE BOLLARD UGT - UNDERGROUND TELEPHONE LINE SIZE: None • REAR: None 16. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE N ACCORDANCE WITH THE CURRENT APPROVED EXIST EXISTING TBA TO BE ABANDONED D❑ DUMPSTER PAD -CATV - CABLE TV ALBEMARLE COUNTY SERVICE AUTHIOR17YS GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE CURRENT USE: Vacant STANDARDS AND SPECIFICATIONS OF VDOT. FDN FOUNDATION TBR TO BE REMOVED � SIGN PRGIPOSED USE Retail/boycare - Phosng is not anticipated 17. ALL WATERLINES AND SANITARY SHALL MAINTAIN 10 FOOT HORIZONTAL SEPARATION OR WHEN (ANG 18' VERTICAL CLEARANCE FFE FINISHED FLOOR ELEVATION TC TOP OF CURB �--� INLET F SPACES REQURED: (OUTSIDE EDGE OF PPE TO OUTSIDE EDGE OF PLi� N ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS PARKING SCHED I SPACES FRONDED: GTD GRADE TO DRAIN is TOP OF SLOPE r STEEL GUARDRAIL DRAIN MANHOLE REGULAR 153 152 Total Spaces (105 Retail, 47 Daycare) 18. PROPOSED UUNDERGROUMD UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WHICH SERVE THIS FACILITY SHALL BE L)CA10 WITH A DROP-OFF 8 (Inciuded in Told Spaces) 0 MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMANS AND SANITARY SEWER. IF IRON FOUND TYP TYPICAL n WOOD GUARDRAIL C PLUG OR STUB HANDICAP 6 (Inciuded In Total Spaces) 6 (Included In Told Spaces) 19. ELECTRICAL POUR SHALL BE DEEM FROM BUILDING ELECTRICAL PANELS TO SAL SITE LIGHTING N ACORDANCE WITH NATIONAL ELECTRIC IS IRON SET UG UNDERGROUND FLARED END SECTION CODE. LOADING 1 1 153 20. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON LA LANDSCAPE AREA VESCHVA. Ed:S CONTROL HANDBOOK PATH �� HEADWALL TOTAL 154 LAND SMOULE PRE -DEVELOPMENT (SF) x POST -DEVELOPMENT (SF) % PLANS. LOD LIMIT OF DISTURBANCE YDS YARDS TREE UNE BUILDING(S) 383 0.3 32,100 22.2 21. ALL CONDENSATE DRAW AND OTHER PLUMBING CONECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLl1MBING CODE -_ ® SEWER MANHOLE LF LINEAR FEETco FENCE PAVED 18,823 13.0 59,872 41.4 22. DOTING MANHOLE FRAMES AND COVERS AN VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED. AS NECESSARY, OPEN 125,413 86.7 52,647 36.4 TO MATCH FINISHED GRADES. LT LEFT __ . _... _ ---------- STONE WAIL 0 SEWER CLEANOUT TOTAL 144,619 100% 144,619 100% Trb Generation Average daily traffic = 1856 trips per day (ITE Trip Generation Manual Codes 565 Nk 814) CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSMWTI ON OF THESE PLANS 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN DOTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLIER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GIDLELNES OR STANDARDS WHICH ARE ASSOCIATED NTH OR REFERENCED N THE RECORDED EASEMENT. I THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS. LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTiN. 4. CONTRACTOR TO VERIM ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS MIS. CONTACT ENGINEER FOR CLARFiCATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT NTH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY NTH FENCNG AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FiLES THAT ARE OBTAINED FROM THE DESIGNERS. BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE NTH THE PAPER COPES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS. IF A PERMIT EXISTS 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL uTU11ES. STORY DRAINAGE. SIGNS, TRAFFIC SIGNALS Nk POLES„ ETC. AS REQURED. ALL WORK SHALL BE N ACCORDANCE NTH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SIIEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BD. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SiTE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP). GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT NTH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN N ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE NTH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL. STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES 15. DOSTiNG UTIUiIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED. N CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS AND DETAILS THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS NTH THE UTILITY REPRESENTATIVES. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR NIL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK I THE LOCATION OF DOTING UTILITIES ACROSS THE UNE 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. I ALL MATERIALS AND CONSiRUCTION SHALL COMPLY NTH 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 N NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTIUTY (1-800-552-7001 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES. SERVICE LATERALS AND WATER LINES. ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE GENERAL CONSTRUCTION NOTES (PART ONE) 1. PRIOR TO ANY CONSTRUCTION W1HNN ANY DOTING PUBLIC RIGHT-OF-WAY. INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL. BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT� THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUREMONTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM lO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. I EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED N ACCORDANCE NTH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRiOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM AILLOWABi.E SLOPE IS 2:1 (HORIZONTAL: VERTICALS WERE REASONABLY O BITANABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED. Tip -RAP OR STABILIZATION MAT LIED DITCH MAY BE RECM WHEN N THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE. IT IS DEEMED NECESSARY N 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 N010 ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS II. 9. ALL EXCAVATION FOR UNDERGROUND PPE NSTALLATiON MUST COMPLY NTH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES (PART TWO) 1. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES-. USE FILL AND BACKFILL MATi]RIAL UNDER PARKING AREAS, ROADS, SIDEWALKS. AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6' LIFTS I COMPACT LAYERS OF FILL TO 95 PERCENT BY MOND PROCTOR METHOD PER AS1M D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR MEiHOD PER ASTM D 698 BENEATH AND WITHIN DETEIN71ON POND EMBANI(ME NTS. PAVEMENTS WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. N OTHER UNPAVED AREAS. COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DEiNSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND SRPPED OF TOPSOIL SOL MATERIALS SHALL BE FREE OF DEBRIS. ROOTS, WOOD, SCRAP MATERIAL, VEGETATION. REFUSE. SOFT UNSOUND PARTICLES. AND FROZEN DELETERIOUS OR OBJECTION& MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL ASTM D 2487. CLASSIFICATION GW. GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LINT OF 35, MAXIMUM ASTM D 4,318 PLASTICIiY NDE( OF 12. AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL ASTM D 2487. CLASSIFICATION GW, GP, SW. SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140. NO. 200 SIEVE. 5. ALL FINISHED GRADING. SEEDING AND SODING SHALL BE DONE N SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. CUT AND PATCH WORK N DOSIiING RMKJC STREETS MUST BE PERFORMED N ACCORDANCE 01H VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS 7. ALL DOTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE N POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 8. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OiLER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTiVIiES BASED ON VISUAL. OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MAiERIALL. AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. GENERAL NOTES 1. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DLSABLIiES ACT AND NTH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 2. ALL STARS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 3. SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. 4. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 5. PLANTINGS WILL BE PROVIDED NTH MINOR ADJUSTMENTS N THE FIELD TO ELIMINATE CONFLICTS NTH OTHER STRUCTURAL FEATURES. UTILITY ARV AIR RELEASE VALVE BOA BLOW OFF ASSEMBLY CO CLEANOUT CTV CABLE TELEVISION DI DROP INLET DIP DUCTILE IRON PIPE ELEC ELECTRIC FH FIRE HYDRANT FM FORCE MAIN F&C FRAME AND COVER F&G FRAME AND GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT MH MANHOLE PVC POLYVINYL CHLORIDE RIM RIM ELEVATION SAN SANITARY SCC STORMWATER CONVEYANCE CHANNEL SO STORM STR DRAINAGE STRUCTURE TSV TAPPING SLEEVE & VALVE UP UTILITY POLE WL WATER LINE WM WATER METER WV WATER VALVE 6'V 6' VALVE - - - - - RETAINING WALL STREAM / POND / WATER COURSE - - - DETENTION BASIN X SILT FENCE WV ® WATER VALVE & BOX GV 0 FIRE HYDRANT ® WATER METER Q WATER WELL R2_1 CONTOUR GV 0 GAS VALVE 00 INDEX CONTOUR G' GAS METER ..._. PARKING COUNT DA ® CROSSWALK /FN ACCESSIBLE CURB RAMP 0 HANDICAP PARKING VAN -ACCESSIBLE HANDICAP PARKING VAN UTILITY POLE d CONCRETE PAVEMENT / SIDEWALK RIPRAP NEW ASPHALT O GRASS EC -2 BLANKET MATTING FAVAUNWAVATAVANT X.0,5010.0 EC -3 TYPE A ................... T=n=i%ii=ii=ii=EC-3 TYPE B u=u-n=u-u-u: WETLAND 0 ELECTRIC MANHOLE DA ® ELECTRIC METER ♦ LIGHT POLE 0 TELEPHONE MANHOLE TRANSFORMER PAD t UTILITY POLE ♦ GUY POLE MATCHUNE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSF SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. �orrsbr °pk fir. 0 SITE D,. TMP 45-112D Schewel -Charlottesville Ar ` •. DB 1089-334 TMP 45� 112C / Zoned: HC Keglers of / `I \ Charlottesville ���,, IN �, DB 996-198 ,� Zoned: HC °� sf° TMP 45-112C1 i '`'� '�, of RivarK,na Plaza, LLC ' DB 3537-065 Zoned: HC , / TMP 45-1092,, �., Rivanna Plaza, LLCa` DB 3537-057 �.,\ �N C� �. Zoned: HC �, o� �N� `N ACIo� a, TMP 45-93A Lowes Investment Corp. #341 Litt DB 1573-453 .. Zoned: HC S 1 - Cover Sheet S2 - Existing Conditions/Demo S3 - Site Plan S4 - Grading and Utilities S5 - Landscape Plan S6 - Lighting Plan S7 - Lighting Details S8 - Storm Profiles S9 - Storm Profiles/Computations S 10 - Sanitary Sewer Profiles S I I - Details Note: Sheets S8 - S 10 are not included in this submission. S� 2cl0/ 137 ,e SJbrh 4 �- 1 TMP 45-93A Lms Investment Corp. #341 DB 1573-453 Zoned: HC Use: Commercial t , I i I { I , r _v I _ , I , I ,20' Private Lateral 1 i ' E I f 1 aslemment f • , pp$$ � X577 r i a &Ming guardrai - - D:� 9-96-148-/ % k . 1 i to be removed I Co y r / s ^ ' \ \ Curb to be Curb be i 1 -_ - _-reloca trelocated ' Sewer 20' Storm Sew ' �p Easment - / Easement r D.B.996-148 / 963-148 - ; ! \ I I Access Eosem6ht / o - D.B. lii� \— D.B. 1034-313 D.B. 993-287 1 i - -- -- -- -- ' - SM Existingfence I v' be removed }rot \ - , - Existin sanitary sewer >rmnowd to be r atedExistin storr�r to be relocated; Exig to Existing tree3to remainExisting tree \ 1%' - ` L�\ TMP tobe removed"o 45-112C Kegs of Charlottesville s) 996 t 98- rr /_ Existing storm to be reloc�t r n HC Zoned: : \ \ \ Use: _Commercial , ft 15 Storm ` ` \ :' f - s ,f \ 32' Sanitary ` \ Sewer Easements!', Sewed \and I I Jf st D.B. 996- Easement 148 ' IIV � y I I i / � v Storm DB 996-148 \ - Nf_ \ \ _ I f _ t t'IE1h MH Structure f ~\ I A \ Access Easement to be relocated D.B. 1573-456 � D.B. 973-755 D.B. 996-148 - f✓i / ,.f, f�...�f\ \ \ \ \ D.B. 1119-577 t I - - _ _ \ t <<!\\ Exist. sidewalk alt , , curb to be _ � t • ,- Stairs to be removed removed I, ill 5;70 I ! o� ist /building to be removed TMP 45-109 "f -- - - __ - I� q I jlll, , Rzv na Plaza LLC. L = � DB3537-057 580 \ sir! 1 r i / Zoned: HC b Ep - -- - ! Use: mercial 1 ' Exist. light pole to be removed ; Exist. Cedar Ao %r c� be removed TMP 45 112D 1 �o _ ,.{ Schewel-Charlottesville' ; Miniature�olf-6ou�se Areas i`` DB 1089-334 1/ ' J / T -MP 45-112C1 I (Abandoned) 5 7 -- ;.'f Zoned: HC Jar / / ! Existing entrance to I Rivan�,c� ,?laza LL� � Use: Commercial \ Keglers to be removed is I light pole to be removed 1 \ - \ DB 3537=-065 --,_, -,:� !I / ZO?%e(: HC j° - , `\ Exist. foundation Alantin !lam 1 > \ Use: Commercial I \ �\ \ / to be removed j 1LL i 10f light pole to be removed Exist. plantings__ - (1 to be removed - - - - 57 Exist. Monument \\ `\ - ', 30' SanitM Sewer-. .. ( 0"\ r ! ! SignKegler's I \ I \ ► __--------- - _ - __�- tnrd�t9rm -Easement \ ! r' to be relocated Sanitary Sewer \ ` \ / \ \ -- _-- - -(fo be relocated) l \ \ \ \ \ \ \ \ \ .• �- ✓f{ and Storm Casement - \ , EI uric Easement D.B. 1119-577 @:$. 73-755 \ i Overhead Utility D.B. 245-418 D.B. 1034-310 / I \� \ \ \ \ \ \ ; \ Ea Stomp / \ \ Existing storm' / \ D.B. 407-67 D.B. 993-286 '� \ / \ ` Exist. plantings ✓ �' i I I Easement I � �.. D.B. 1573-456 y - \ ... to be relocate \ \ D.B. 996-148 / \ Exist. parking area and to be removed ! - - - -- -- - / / D.B. 1119-577 - - \ \ sidewalk to be removed- �... _.._-._ Existing storm t �i to- _ — - — - - --- - - be re�wecj-� Y, / / / / / / Elmo / - ,..... -- - - - - -_ - _ a,r o,�€— — _ r iii+ \ _ e \ _ 777 7 Electric Easement I \ - - !- - - - - - - - ---�� - - - �— app f - �,— D.B. 245=4i� - - - - - - - --� { _—„ / \ *Kms__`—___ - - _ - -- - st En ce - - - -- — - - - - — Improver to- -------------- _ _ _ - - \ - isttree y be removed _ __ - � -_�_ - --- -- _ - _ ------------- removed --------------- I _ - --- J Exist. storm to be relocated _ _ Exist. storm to be relocated Exist sidewalk to be rem / Curb and Sidewalk Exist. street trees to be removed `- - --- -- - -- � to be removed � Seminole Trail � 1027' to Intersection State Route 29 of Woodbrook Drive � Variable Width Right of Way O\ \ 30 0 30 •0 •0 ■■■■■■■■■■ Project Title: SPECIAL USE PERMIT APPLICATION PLAN FOR RIVANNA PLAZA Rio District, Albemarle County, Virginia Sheet No. Drawing Title: S2 Of I I EXISTING CONDITIONS/DEMO Scale: 1*=30' Drawn By: ER File Name: 45-109-SP.dwg Date: 02.25.08 Cher.kpd Rv AA D-;-1 ni„ . -7n7-7n eeOVS Dominion c°j�,e� M Development Resources, LLC O/4 172 South Pantops Drove �► d ``. / Charlottesville, VA 2291 1 434.979.8121 (p) p 434.979.1681 (f) ects DDRVA.com Revisions: ��� a 1_ T H of NO. DESCRIPTION DATE / 1. Co. Comments 2.2 .08 C_> TIMOTHY RAY MILLER Lic. No. 30542 X01, ���� f - i u I: - - S .`• t rr r i t , PRGPOSfO KFG r PVC R S Boar and on CGNNE cE f 5� 6,058 P SF d Fence # GT�ON • f r E YGROUrV {f .�:__ �� )?KIAIC FOR T f F IfECI j t : 00 t #'� SIf t F j { � e f t a 77 fy r, # q e 1 e ( i I' I 16 ' 20' {f - ,Y P 0 SED DAYCARE ILD # 1'9"500 ING m �# f .' I' � '1 ',i I e 1001Slz'' #f . E r X 125' I # ^ I` F i , f r (� R CO F Rackrf f f i! X i Retaining Wall e ; t t S q t w� afety Bailin g I 7 r BE r N 4V V t , I e f �4Va # #1 # a eq F GG— 2 o e v s r I / I j , • S e i if xa i(` ,t t O -0--ti....'•- „'...,..`� a ,.q v , eo ._. _ ._._." , - f, i` - s1/ M�3 r7lO c7 �O p p0 cr,� i i rT, o C) � o CG---'-----�__-__-_ � � :-� -, _ - Red1-Roc ' M C) o 0 1 k RetalninConnection Parcel mo n :_ Conn ,,, o � -_ 9 =Wall r -�- ection w�_af 1 Rail� 1n r _.._._ 8 ' 7 9' 18 D, VAN V N VANTV. X 18' par Spaces - 9 X ?8' I 2- H k'n9 S a Pari -- - __ ' r --•: 1 C parkin pacesces �'`'- _,_� ng 2 par g S �� Spa es e # o ! mg 0 rhan # fr # �'Q g x 16 parkin S pace I 10'X18' TV- D V- i E I 1 DumPster Pod 17 w/Board F t 1 Parkin Space - Enclosure Fence 9' x 18 ^ I • __ 1; d _ i S I i 18' parkin S 10'X22' Pace I j iDu r - f Pad rnPster i j ! t 15 1 9' X o w�Board F � � # i 8' par ' en g Enclosure ce i i rn9 S � P ces rb ^ fir' re i cli l GO 9' i '' 1 2 X 18 Parkin -- �� 16 9' X X lg 9 Spaces �L - 8' , 8 Por Ing S 'b S f HC Parking SpOCes P ces i ! ' "U r RNITUI?L, f` s _ 9'X ,i �t _- 2 8' Parkin - 8 X 18' HC p kg Spaces o o o e tt ng Spaces oo Cr w i 'GSide wolk I _4 00 s V CG!J _ i f i l�• % • 100' _ v - j 9' x 18' v Concs v -� e Arkin ® ete Sidewalk e_ I g Paces { f I I 6oBncleteewy k ' eNG 14,80V S/dew lf tl � I I I 8,5' SF R I t j .._� R -. >" .. o ' -�• � C I I I , X �0 �c I I ILDING B I �` conn 80 X I 4,800 S I 1 to Connection 00 (6 F Schewel's � I ^ J I i I 0 X 80, I Parking Lot 00 a �c�eteS/;v ff d�` Pork • } ~- Folk _ j Men 26 ,1�9 for`..:� fr Sc Q u Board I 3 �' ?, 9 Newel s 1` II t I I I 8' Park/ FU," t Black e� I6 yc n9 ') U- : t o 80' Bollard ! I e ! O ` . M1y S'bac Dees ! I 0 0 I 18 I I �,� �\,. O o 00 Q Ck dL 0 0 •`•-� Drive-thru Lane . Retaining / n -.._ 30' Building Setback I - .-.__ __,_ 2 1 Q- Won t e q t I O Monument i Kegler's kt .,�.--./ r Sign ! l A _ 10' Parking Seback ,-11 20 0 20 40 60 SCALE: 1" = 20' Project Title: Dominion 5SPECIAL USE PERMIT APPLICATION PLAN FOR Development RIVANNA PLAZA y ifs Resources, LLC f Ol'O r 172 South Pantops Drive Rio District, Albemarle County, Virginia ��d,'` - f Charlo434.79.812911 ,,: - 434.979.8121 (p) 434.979.1681 (fl eciDDRVA.com Sheet N o: Drawing Title: Re"Wisiolni ff7NLTH pr NO. DESCRIPTION DATE SITE PLANS3 �m t 02 5. � c of TIMOTHY RAY MILLER a Lic. No. 30542 Scale: 1*=20' Drawn By: ER File Name: 45-109-SP.dwg q7 Date: 02.25.08 ChP.rkPri Rv .rl D.,,,,,,.+ Ki„ . -7n7-7n SEWER SERVICE LATERAL CONNECTION 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. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 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. / �� 2' MIN I I SALT ---� TREATED FINISHED GROUND 2 x 4 MARKF"R w z I I !D p 1 D. i � / '/ -- 12" _ I � p PLUG END OF �. MAIN LINES-, I c�avlr�� I n Two n l � I ., .I o R � SEWER SERVICE LATERAL CON_N_E__CTION S11 NOT TO SCALE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF N0. 68 STONE FLEXIBLE CONNECTION � WITH STAINLESS STEEL BAND w 0 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN 2" NOTE: BRANCH ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION "BOOT " INSTALLED 2 BR NCH � E HN E PLAN SHO WING --------------------------- -------- S11 NOT TO SCALE 1'-0" MAX 2'-0" "WEDG—LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS a 16" MAX MINIMUM ELEVATfON ° DIFFERENCE ACROSS M.H. 5" 4'-0" 5; FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE ° VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF , CONTRIBUTING -- � _ SEWER. � a Q `` ° , A FILLETED INVERT FOR A SMOOTH � ° � g 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHAWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION 3 SHOWING BRANCH TIE-IN _ S11 NOT TO SCALE (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51mm) LETTERS Q � (RECESSED FLUSH) 1' East Jordan Iron [25mm] Works 00104316 PN � q � (2) CLOSED US Foundry Corp. � � PICKHOLES USF 710 ring & DP cover 1 1/2' or approved equal � [38mm] O O S E W � (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2' DIA 1 1/2' [699mm] [�m1 26 1/4' DIA 7� �— [667mm] � [178mm] _ 26" OIA 1 1/2' [660mm] [38mm] 1/4" (6mm) DIA 31/8' 24' DIA I NEOPRENE GASKET [79mm] f [606mm] '1 I 28 7/16' DIA 5/g• Iii'�� [722mm] � [t6mm] 23' DIA 36' DIA [584mmJ [914mm] 25' DIA [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION 8 TYPICAL SEWER PIPE INSTALLATION IN TRENCH 9 T YPI _CAL S11 NOT TO SCALE S11 NOT TO SCALE 'LE FRAME &COVE. e Typical Paving Section 4 P_arkln Are___as _________ S11 NOT TO SCALE Typical Paving Section 5 Concrete Pavement & Dum ster P S11 NOT TO SCALE Concrete Sidewalk 4" - 3000 PSI ° .. ° 4" VDOT 21 A Typical Paving Section 6 Concrete Sidewalk_______ S11 NOT TO SCALE 3' 7'-11" 6..� W I �6,. REMAINING BACKFILL SHALL I OUTLET ; PIPE 4 x 6 NOT CONTAIN ROCK MATERIAL n---------------------------T-I" I I 36"MIN LARGER THAN 6" IN ANY i INLET SHAPING PVC DIMENSION i (BY OTHERS) 24"MI i�__-- ---- ---- ------ i � EMBEDMENT 8"MIN INTIAL BACKFILL* (6" LIFTS) I CAST INTO PRECAST BOX 4'-0" *THOROUGHLY COMPACTED SPRING LINE OF PIPE 3x3 BY HAND OR APPROVED MECHANICAL TAMPER N0. 68 STONE 6 x 8 HAUNCHING i LOCATION VARIES} (1) BEDDING 6" max 4" m i n 4" 5DR-35 -�— 6 x 10 FOUNDATION (SHALL BE 10'-0" PLAN VIEW REQUIRED WHEN SOIL 6" SDR -35 TR>;E FRAME CONDITIONS ARE UNSTABLE CLEANOUT COVER & GRATE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF N0. 68 STONE FLEXIBLE CONNECTION � WITH STAINLESS STEEL BAND w 0 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN 2" NOTE: BRANCH ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION "BOOT " INSTALLED 2 BR NCH � E HN E PLAN SHO WING --------------------------- -------- S11 NOT TO SCALE 1'-0" MAX 2'-0" "WEDG—LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS a 16" MAX MINIMUM ELEVATfON ° DIFFERENCE ACROSS M.H. 5" 4'-0" 5; FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE ° VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF , CONTRIBUTING -- � _ SEWER. � a Q `` ° , A FILLETED INVERT FOR A SMOOTH � ° � g 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHAWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION 3 SHOWING BRANCH TIE-IN _ S11 NOT TO SCALE (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51mm) LETTERS Q � (RECESSED FLUSH) 1' East Jordan Iron [25mm] Works 00104316 PN � q � (2) CLOSED US Foundry Corp. � � PICKHOLES USF 710 ring & DP cover 1 1/2' or approved equal � [38mm] O O S E W � (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2' DIA 1 1/2' [699mm] [�m1 26 1/4' DIA 7� �— [667mm] � [178mm] _ 26" OIA 1 1/2' [660mm] [38mm] 1/4" (6mm) DIA 31/8' 24' DIA I NEOPRENE GASKET [79mm] f [606mm] '1 I 28 7/16' DIA 5/g• Iii'�� [722mm] � [t6mm] 23' DIA 36' DIA [584mmJ [914mm] 25' DIA [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION 8 TYPICAL SEWER PIPE INSTALLATION IN TRENCH 9 T YPI _CAL S11 NOT TO SCALE S11 NOT TO SCALE 'LE FRAME &COVE. e Typical Paving Section 4 P_arkln Are___as _________ S11 NOT TO SCALE Typical Paving Section 5 Concrete Pavement & Dum ster P S11 NOT TO SCALE Concrete Sidewalk 4" - 3000 PSI ° .. ° 4" VDOT 21 A Typical Paving Section 6 Concrete Sidewalk_______ S11 NOT TO SCALE 3' 7'-11" 6..� W I �6,. I I OUTLET ; PIPE 4 x 6 I n---------------------------T-I" I I i i i INLET SHAPING PVC j � i (BY OTHERS) A J i�__-- ---- ---- ------ i � I -..-.---t A �� � � SDR -35 PVC COUPLING 4" 5DR-35 I I CAST INTO PRECAST BOX 4'-0" j I � WALL BY AMERICAST 3x3 I I (OUTLET PIPE 6 x 8 j i LOCATION VARIES} (1) L---------------------------� 4" 5DR-35 -�— 6 x 10 �� CURB (BY OTHERS) 10'-0" PLAN VIEW 1,�- 6" SDR -35 TR>;E FRAME PLANT AS SUPPLIED CLEANOUT COVER & GRATE BY AMERICAST GALVANIZED CAST IN TOP SLAB CAST IN — (NOT SHOWN ANGLE NOSING TOP SLAB TOP SLAB FdR CLARITY) (2) 4x4 CURB AND GUTTER INTERLOCKING (8Y OTWERS) JOINT (TYP) � I STREET I ,. � O `�' � o �•�, DOWEL BARS a. � � 12" O.C. I ;, MULCH PROVIDED BY AMERICA5T � PERFORATED UNDERDRAIN SYSTEM UNDERORAiN STONE PROVIDED BY AMERICAST BY AMERICAST FILTER MEDIA PROVIDED BY AMERICAST SECTION A—A DESIGNATION L yv TREE GRATE QTY & SIZE I OUTLET ; PIPE 4 x 6 4'-D" 6'-0" {1) 3x3 4" SDR -35 PVC 4 x 8 4'-0" 8'—D" (1) 3x3 4" 5DR-35 PVC 4 x 12 � 4'-0" 12'-0" (2) 3x3 4" SDR -35 PVC 6 x 8 6'-0" 8'-0" (1) 4x4 4" 5DR-35 PVC 6 x 10 fi'—O" 10'-0" (1) 4x4 6" SDR -35 PVC 6 x 12 6'-0" 12'-0" (2) 4x4 6" SDR -35 PVC 7 x 13 7'-0" 13'—O" (2) 4x4 6" SDR -35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIF FILE FORMAT. DATE' 09-04-07 DWG: F7N;_-3 4 �j( �QaQ�� PRECAST FILTERRA® UNIT ����rn1��r�1° NARROW LENGTH CONFIGURATION „� ,,,T lc�^,utt4,.l,^ JJ / DETu� � _ � � � METAL SAFETY RAIL DETAIL S11 N.T.S. --- % T Teal Fillerra Detail_ S11 NOT TO SCALE YER�CP,MED CP. 5-11 S/4�� 3'-11 3/4" ��eeo�s �' � � �QRE �RI� LED arST �� �°j��e --._._.._--METAL �CL� � Resources, LLC —6" TCP �INISrEC -- \ CuN�RETE � ^4 '�`� nfdO ��`-..� EMB(..UDt� FAST PRO�tC�Ea Wi .. �_ I (p) I'rR t�t`iX� JIP d 434.979.1681 (f) ° EMBED DEPTH+112" 4�WV( < TYP 4 1/2"`? DATE ��� 1. Co. 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