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SDP201000025 Plan - Approved Final Site Plan and Comps. 2012-12-06
2uji 1 7;fl— trig I ki 7J7 V: I A A TMP 78-10A N/F Vassalos LLC DB 2224-259 152 M%t iijam a7gyiXm 09.7 171009 'E "a N 49°14'02"W 207.35' TMP 78-57B N/F Free Bridge Auto Sales DB 9965-32 ta-08' S5" W SGC C IF Residue TMP 78-11 Hurt Inv, Co., Inc. DB 4.811 ac x� Lot A A Portion of THP 78-11 U, 0.849 .Acres U � cn v 476 t 240.01 New 10.5 Sidewalk Easement Dedicated to Public Use SGC D s� w _M r- ,80.581. 3t,99,WXV S TMP 78-9A N/F Sandav, LLC PB 3383-604 8� IF 4-05 Loi P A Portion of TMP 78-11 0.742 Acres Sidewalk Easement (DB 4051 PG 494) I � 6 , 69pL�� ,bll � �-5 �64 ��a6gp0-106 45 P3��S�,-' is >S1 SGC B �!r 0 a 1 0 1 _j 7T] 0 1--- 1 -- 4 4FW I I q'A[l I Lq 1 llies I 1U k 0 Cl -COVER SHEET C2 - GENERAL NOTES, ABBREVIATIONS AND LEGEND C3 -EXISTING CONDITIONS, DEMO AND LAYOUT PLANS C4 -GRADING PLAN C5 -UTILITY PLAN C6 - LANDSCAPE AND LIGHTING PLAN C7 - EROSION AND SEDIMENT CONTROL PLAN C7A - E&SC EXISTING CONDITIONS C8 - E&SC DETAILS C9 -PROFILES /DRAINAGE AREA SHEET CIO -DETAILS i -013 CURRENT DEVELOPMENT ENGINEER ALBE ARLE CefUNTY SERVICE AUTHORITY FIRE OFFICIAL 4 BUILDING OFFICIAL 1 , r r - • ri # r • c. a. 33028 a 4�1 "�QNAL INDEX TITLE: �! DATE: 0 SITE DATA & GENERAL NOTES ABBREVIATIONS LEGEND SITE DATA GENERAL EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION GENERAL UTILITY NOTES OWNER: CONTRACT PURCHASER: ` ` HURT INVESTMENT COMPANY FREEBRIDGE AUTO 1, CONTACT MISS U11UlIY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE ARAN ABANDON(ED) IF IRON FOUND � PROPERTY LINE x1F» TC x 125 TC TOP OF CURB ELEVATION CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OMM.�-»_. ADJ ADJUST IS IRON SET ADJACENT PROPERTY LINE x 165 BCx 125 BC BOTTOM OF CURB ELEVATION P.O. BOX 8147 1400 RICHMOND ROAD SATISFACTION. CHARLOTTESVILLE, VA 22906 CHARLOTTESVILLE, VA 22911 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE APRX APPROXIMATE LOD LIMIT OF DISTURBANCE ®- ®- ®-° VACATED PROPERTY LINE x 16" FL x 125 FL FLOW LINE ELEVATION 434-"979-2886 REPRESENTATION ONLY: THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE DEVELOPER. PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE BFC BOTTOM FACE CURB LF LINEAR FEET --L --- BUILDING SETBACK x 16" EOP x 125 EOP EDGE OF PAVEMENT ELEVATION FREEBRIDGE AUTO UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTTLITES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, BFE BASEMENT FLOOR ELEVATION LT LEFT5 1400 RICHMOND ROAD AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING f-- PARKING SETBACK x 16 x 12 SPOT ELEVATION CHARLOTTESVILLE, VA 22911 UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY, BM BENCHMARK MAX MAXIMUM MOM M w Mm ZONING LINE x 164 TSN x 12TW TOP OF WALL ELEVATION 434-979-2886 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED BC BUILDING CORNER MIN MINIMUM WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF x 15 13 x 125 BW BOTTOM OF WALL ELEVATION LEGAL REFERENCE TAX MAP 78, PARCEL 11 DEED BOOK 2850 &PAGE NUMBER 231 TAX MAP 78, PARCEL 5713: DEED BOOK 1965 & PAGE NUMBER 32 THE CONFLICT AND CONTRACTOR'S FAILURE TO THE. PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR BOW BOTTOM OF WALL MON MONUMENT CONCRETE LIMITfS DISTURBANCE ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. ® TEST PIT LOCA> ON/BORING LOCATION BS BOTTOM OF SLOPE NTS NOT TO SCALE FLOODPLAIN LIMIT MAGISTERIAL DISTRICT: RIVANNA 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BENCHMARK SOURCE OF BOUNDARY SURVEY: OCTOBER 4, 2007 SUBDIVISION AND BOUNDARY ADJUSTMENT PLAT PREPARED BY DOMINION BE INSTALLED ACCORDING TO ACSA STANDARDS. BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE /a\UNDiISTURBED BUFFER ZONE DEVELOPMENT RESOURCES, LLC AND AUGUST 22, 2007 BOUNDARY ADJUSTMENT AND RIGHT-OF-WAY DEDICATION PLAT PREPARED BY 5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, CG12 ACCESSIBLE CURB RAMP PRVD PROVIDED ® IRON FOUND DOMINION DEVELOPMENT RESOURCES, LLC IN APPROVAL PROCESS. AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: CF CUBIC FEET R RADIUS EDGIE OF GRAVEL -� IRON SET SOURCE OF TOPOGRAPHY: ORIGINAL FLOWN TOPOGRAPHY PROVIDED BY LOUISA AERIAL SURVEYS DATE: JANUARY 4, 2007. A. IMPERVIOUS SURFACES: FLUSH_ - }---- u� �-- --- uo MODIFICATIONS TO BASE TOPOGRAPHY AS PER PAVILIONS SITE PLAN, ROLKIN ROAD PLANS, OLYMPIA DRIVE PLANS, WHITE HOUSE B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH 70 THE RIM ELEVATION. CL CHAIN LINK READ REQUIRED £DGIE OF PAVEMENT UNDERDRAIN COMMERCIAL AND CARMAx AS -BUILT PLANS. USGS DATUM 01/04/07. THE TOPOGRAPHY WAS FIELD VERIFIED ON AUGUST 24, 2012 6. ALL BLASTING REQUIREMENTS TO INSTALL UTIUIIES SHALL REWIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE _..- _ _ _ _ _ _ COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. CONC CONCRETE RT RIGHT R®� TOP STORM SEWER THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. R/W RIGHT OF WAY _ CG_T__ CG -2 " 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON CY CUBIC YARDS �-�----� STANDARD & CURB wa R° ROOF DRAIN -FLOOD INSURANCE RATE MAP NUMBER:2870, DATED: FEBRUARY 4, 2007. THESE PLANS AND LOCAL MUNICIPAL STANDARDS. THE MINIMUM MMHOLE DIAMETER SHALL BE 4 FEET. 8. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON C/C CENTER TO CENTER SE SPOT ELEVATION CG re3 CG -3 STANDARD a CURB SEWER LINE THIS PROPERTY DOES NOT UE WITHIN A DRINKING WATERSHED. THE DRAWINGS. DIA DIAMETER SQ SQUARE CG_6 CG -6 _ COMIBINATION 6w CURB & GUTTER T - - - To TRENCH DRAIN &OPE WAIVE$_ SDP 200900062 - ALLOWING 0.41 ACRE OF CRITICAL SLOPE DISTURBANCE PER PRELIMINARY SITE PLAN 9. THE CONTRACTOR IS REWIRED TO PERFORM ALL TESTS REWIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE DC DECK CORNER STA STATION CG --7 CG -7 CONDITIONALLY APPROVED 1/12/2010 SUCH THAT: NONE OF THE FILL TAKEN FROM THE SITE SHALL BE TAKEN THROUGH THE FRONT ACCEPTANCE OF ALL UTILITIES W WATER LINE COMIBINATION 4' CURB &GUTTER ___._.. �"'� 6"'" ENTRANCE OF FONTANA SUBDIVISION FOR DEPOSITING ON ANOTHER DEVELOPMENT SITE. 10 ALT. CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. DW DRIVEWAY SW SIDEWALK BE BUILDING ENTRANCE _4,.FP FIRE PROTECTION LINE H @F CN MAaQ) EXISTING STORM SEWER MANHOLE TOP EX -7 ON ROLKIN ROAD = 453.49 11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. £C EDGE OF CONCRETE TBA TO BE ABANDONED 12. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BORED OR JACKED UNI EP EDGE OF PAVEMENT TBC TOP BACK CURB ° GAS LINE ESS SPECIFICALLY APPROVED OTHERWISE OR ®LD LOADING DOCK � ws WATER SERVICE LINE WATER SOUR8" ACSA WATERLINE UNDER CONSTRUCTION ALONG OLYMPIA DRIVE. NOTED ON THE PLANS. SEWER SERVICE: EXISTING ACSA 8' SANITARY SEWER ON ADJACENT SITE (KIA AUTO. 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER £S END SECTION TBR TO BE REMOVED BOLILARD - - - CE: SIGN oHE OVERHEAD ELECTRIC WIRE FACILITIES. EXIST EXISTING TC TOP OF CURB - �- ZOING. THIS PROPERTY IS ZONED HC -EC (HIGHWAY COMMERCIAL & ENTRANCE CORRIDOR) 14, FOR U11UTIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO - - UGE UNDERGROUND ELECTRIC THIS PROPERTY IS SUBJECT TO ARCHITECTURAL REVIEW BOARD APPROVAL. NOT LESS THAN 95% OF MAXIMUM DENSITY. IN ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. FC FENCE CORNER TRM TO REMAIN _ 3 - STEE=L GUARDRAIL •�-� WT - - oHT OVERHEAD TELEPHONE LINE SACKS: 15. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE 1N PLACE PRIOR TO FL FENCE UNE TOW TOP OF WALL _µ ___ WOOD GUARDRAIL ADJACENT TO PUBLIC ROAD: CONSTRUCTION OF SUBBASE AND/OR PAVING. ��� _ _ FFE FINISHED FLOOR ELEVATION TS TOP OF SLOPE ---- -- - °GT UNDERGROUND TELEPHONE UNE BUILDING - 30' 16, THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED - ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE FT FUEL TANK TYP TYPICAL __.... _.-._ _ PATIH PARKING - 10' - --T�-- GAN CABLE N ADJACENT IN RESIDENTIAL STANDARDS AND SPECIFICATIONS OF MOT. BUILDING ® IDE 17, ALL WATERLINES AND SANITARY SEWERLINES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18' VERTICAL CLEARANCE GE GROUND ELEVATION WET WETLANDS °�'���'• ^��^� TRETE LINE � U � DRAIN INLET (DI) PARKING - 20' (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS. GR GUARDRAIL UTILITY WSE WATER SURFACE EDGE --- -- --- FENCE/Q ❑ STORM/SANITARY MANHOLE ADJACENT TO COMMERCIAL 18. PROPOSED UNDERGROUND U11UTIES SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A BUILDING - NONE MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMAINS AND SANITARY SEWER. ARV AIR RELEASE VALVE LP LIGHT POLE - --- --------------- BLOCK WALL E E PLUG OR STUB PARKING - NONE 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACCORDANCE WITH NATIONAL ELECTRIC BOA BLOW OFF ASSEMBLY MH MANHOLE -_ - -- --- - - - - - RETAINING WALL HEADWALL RESIDENTIAL BUFFER ZONE - 20' CODE MAXIMUM BUILDING HEIGHT: 20. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON CO CLEANOUT MHD MANHOLE (DRAINAGE) STREAM / WATER COURSE o ° SEWER CLEANOUT PLANS. CPD TELEVISION PEDESTAL MHE MANHOLE (ELECTRIC) - - -- POND� ® WATER VALVE d, BOX 2 -STORY OFFICE: 35' 21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. _ MM -�--- -� - X.,IMUM BUILOING AREA: 22. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHAD_ BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, CATV CABLE TELEVISION MHS MANHOLE (SEWER) 312---- 12 INTERVAL CONTOUR FIRE HYDRANT 6,000 SF BUILDING FOOTPRINT. 12,000 SF TOTAL (2 -STORY BUILDING) TO MATCH FINISHED GRADES. CMP CORRELATED METAL PIPE MHU MANHOLE (UTILITY) --:SCG- - 00 -- INDEX CONTOUR ® WATER METER SITE AREAS: TMP 78-09: 36,982 SF. 0.849 SF. GENERAL CONSTRUCTION NOTES (PART ONE) DFC DRAINFIELD CORNER OHE OVERHEAD ELECTRIC PARKING COUNT WATER WELL TMP 78-578 to be disturbed: 13.460 SF, 0.308 SF 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBUC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHAD_ BE DI DROP INLETS Gv PROJECT AREA: 50,442 SF 1.157 SF OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OHT OVERHEAD TELEPHONEgloom ®®® CROSSWALK o GAS VALVE OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. DIP DUCTILE IRON PIPE �N/A PP POWER POLE ,;�,,` HANDICAP ACCESSIBLE AISLE o�' GAS METER 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ET ELECTRIC TRANSFORMER • 6' CONCRETE ADJACENT TO PARKING PVC POLYVINYL CHLORIDE za � CG -12 LIGHT POLE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDMCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE 5' ELSEWHERE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. EW END WALL RCP REINFORCED CONCRETE PIPE 0 FERTILIZED SEEDED AND MULCHED. FH FIRE HYDRANT 611 �,, HANDICAP PARKING �❑ ❑ TRANSFORMER PAD DUMPSTER PAD: 10'X18' (TYPICAL) 4. ALL SLOPES AND DISTURBED AREAS ARE T BE SAN SANITARY 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL' VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE FM FORCE MAIN SCC STORMWATER CONVEYANCE CHANNEL AN VAN CU61 VAN_ACCESSIBLE HANDICAP PARKING UTILITY POLE `� -� RRENT USE: VACANT ACHIEVED. �- °- GUY POLE 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS FO FIBER OPTIC TOP TOP ELEVATION l._ _-- d a ° CONCRETE PAVEMENT f SIDEWALK PRO'90 Ute' OFFICE DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL FT FUEL TANK MATCHLINE TP TELEPHONE POLE s� RIPFRAP MAXIMUM ¥ OF EMPLOYEES: 36 (ESTIMATED) 7. ALL TRAFFIC CONTROL SIMS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. GL GAS LINE TPD TELEPHONE PEDESTAL 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. `. NEWT► ASPHALT $�� PARKING TABULATION: PARKING REWIRED: 12,000 SF (GROSS) COMMERCIAL OFFICE * 0.8 / 200 = 48 SPACES 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUC110N INDUSTRY {29 CFR PART GM GAS METER TSV TAPPING SLEEVE &VALVE [� GRAISS 1926). GT GREASE TRAP UE UNDERGOUND ELECTRIC PARKING PROVIDED: 53 (INCLUDES HC SPACES) EC --2 BLANKET MATTING 3 HANDICAPPED SPACES GENERAL CONSTRUCTION NOTES (PART TWO) GP GUY POLE UP UTILITY POLE NOTES: 1 LOADING SPACES EC --3 TYPE A T. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 1. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL GW GUY WIRE UT UNDERGROUND TELEPHONE 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 1 DUMPSTER PADS CONFORM TO THE LATEST ED111ON OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND EC -3 TYPE B 3. REFER TO LANDSCAPE SHEET FOR ADDI710NAL SYMBOLS. SID SCHEDULE: PRE -DEVELOPMENT (SF) % POST -DEVELOPMENT (SF) % BUILDING(S) 0 0% 6,000 11.9%, PAVED** (0.05 AC) 2,207 (PER OLYMPIA RD RP) 4.9% 22,143 43.9% OPEN (,111 AC) 48.235 95.1% 22.299 44,29L TOTAL 50,442* 100% 50,442* 100% * Total area based on total land disturbed. ** 7,600 SF of new impervious pavement to be added to parcel 578 is included in above calculations. TOTAL IMPERV1W% ACE : PRE DEVELOPMENT: 4.9% POST DEVELOPMENT: 55.8% * Total Impervious area percentage based on total disturbed land area. TRIP GENERATION: AVERAGE WORK DAY TRAFFIC = 11.57 PER 1000 SF. OF OFFICE SPACE. 11.57 X 12 = 138.84 TRIPS PER DAY (ITE TRIP GENERATION MANUAL CODE 715) GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION 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 EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE All UNDERGROUND LINES AND STRUCTURES AS NECESSARY, 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 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, OT -_R 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 LINE. BRIDGES. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAYED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6' LIFTS. 3. 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, WALKS, 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 SOL. 4. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED 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 LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, N0, 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 SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH MOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL EXISTING 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 SPECIFlCAIIONS OF ALBEMARLE COUNTY. B.IN 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 MATERIAL 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 DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 2. ALL STAIRS 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 WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 6. ALL RETAINING WALLS GREATER THAN FOUR FEET IN HEIGHT SHALL HAVE SAFETY PROTECTION ON TOP. GV GATE VALVE WL WATER LINE HDPE HIGH DENSITY POLYETHYLENE WM WATER METER INV INVERT WV WATER VALVE 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 GUIDLEUNES 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 VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT NIS/HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING U11UTIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED 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 SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. WETLAND --- - SANITARY EASEMENT -•• - GRADING EASEMENT - DRAINAGE EASEMENT U1ILITY EASEMENT - - WAITER EASEMENT - ACCESS EASEMENT - - STORM DRAINAGE EASEMENT 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 REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SHAILL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONISIBLE 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 RECREA11ON (DCR)l 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 PREVENTION PLAN IN 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 WITH 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 UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL U11UTY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE U11LITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 0 '1TT�0i TLiC. NO.33028 gNA T1 J / LIMITS OF OLYMPIA--------,.- CRITICAL LYMPIA----______�CRITICAL SLOPES WP0200600075 and replace ;l and CUr � . / / tall, - PROPOSED CONTOUR (KIA MAJOR SITE PLAN AMENDMENT) ---� - PROPOSED CONTOUR (WHITEHOUSE COMMERCIAL FINAL SITE PLAN) -----312- ---- EXISTING INTERVAL CONTOUR ------------------------- EXISTING INTERMEDIATE CONTOUR CRITICAL SLOPES ' 0 WI -H11 RCIAL 5`I Z WSE PLAN NOTE: NONE OF THE FILL TAKEN FROM THE CONSTRUCTION SITE SHALL BE TAKEN THROUGH THE FRONT ENTRANCE OF FONTANA SUBDIVISION FOR DEPOSITING IN ANOTHER DEVELOPMENT SITE. KIA REFER TO MAJOR SITE PLAN A-MfINDMENT / IEDI—R WA s t 20 40. +► ■ ■ ■ ■ ■ f .10 2 LAYOUT PLAN C3 20 0 20 40 . ii■i i DE PROJECT NO: 10.003 INDEX TITLE: SHEET NO: 3 OF 11 9` 1 # ! H / / / / LIMITS OF OLYMPIA--------,.- CRITICAL LYMPIA----______�CRITICAL SLOPES WP0200600075 and replace ;l and CUr � . / / tall, - PROPOSED CONTOUR (KIA MAJOR SITE PLAN AMENDMENT) ---� - PROPOSED CONTOUR (WHITEHOUSE COMMERCIAL FINAL SITE PLAN) -----312- ---- EXISTING INTERVAL CONTOUR ------------------------- EXISTING INTERMEDIATE CONTOUR CRITICAL SLOPES ' 0 WI -H11 RCIAL 5`I Z WSE PLAN NOTE: NONE OF THE FILL TAKEN FROM THE CONSTRUCTION SITE SHALL BE TAKEN THROUGH THE FRONT ENTRANCE OF FONTANA SUBDIVISION FOR DEPOSITING IN ANOTHER DEVELOPMENT SITE. KIA REFER TO MAJOR SITE PLAN A-MfINDMENT / IEDI—R WA s t 20 40. +► ■ ■ ■ ■ ■ f .10 2 LAYOUT PLAN C3 20 0 20 40 . ii■i i DE PROJECT NO: 10.003 INDEX TITLE: SHEET NO: 3 OF 11 9` 1 # ! H xo• xo x00 x o / xo• ® r-- � X x O o ✓f _ x xo�5� N N c0 C9 street trees and plantln�5 within re u Ired `• � x �• . ,� x0'1. x®� ` `' 4 •� d� X®� � � � � ! ntalned to k. x Q �� !f '� 6�, 5§ght dl5tance triangle 5ha!! be mal / o�G ! the re ulrement5 set forth by \/DOT Ire the 1 \o `�` p - ` �� 5�0 = '� J xoo x .--'"'l x x i x0's'' xo. � � o'ni o'3 m 0 Sitre6ca ere ulrement5 for `3treet Trees. 063•K\� RO J <. , ' / - x o - o p} //, �� x _ 7 4 xo' 1 " ` � / x Q ® s® W R O� v xoo x �--`�w _ - J �3 2A sem- p ® X . R „SGP r o '' `,.9• Extend x O o \ r Etd Exist, o x /,� // 3 xoo 0 0 x x- - �8 C-2 Ditch' to DI -7 _ 'c ~� li �r-- - i-.� r- G 6 X i•I. x ®° x�'� '�i / ,/ �. / / / ' - ✓ " �,. G G� / = "'f ✓ f� s ' xoo d -''r -- / o r O0l - _ • lk� / '� / -,,. x ci O ..""'' - - s " X A i XZ �N Gp / xterui E st. / O /�. r ,. R x (` ( ®" �EC 2�Dltch / xoo o® �s`� - b l - �0 S�\I,� .� xoo xoo moo® s h' r\ • x N.`y x XX X �P X 1W xe x �,.' X 0111 {�rL x ` x VS°> x J Xt�,^' a•a°" /l- - - . y -' j ! / '/ .._-- / /'�� r . ® /.-/ xo, r XX X -`o , . 1 a O�Cr '-5T X r 8W Sl tv o'erLLJ xo• d- xrg,O r1 &� "� Lnc. n.33028 RS X�, x x O x z O' Z a. I xo LLJ AS �.x to x `ti• G� CI s ---"" �'�yf ff � n / / � / % / , / / ` / / h� � ��', . � .! • � •• l .�.,. O• x 0' � °� oj t° X {�'�� I { � Gt�fAL � ® x o a`8. `'�,`" ®R, � c) I f x 3 'A -,p / / f o o. -,pxo x �. ,,� �., O xoo ® � x ,.og xo° x o x ® -� pp`�N / / / 4 `\ x o a ��® �� �•�� DRAINAGE AS IVAT 38' I x J a'¢' '/ / �' o xi" xoo x 5.1' �� ��Q (kGj Qo 11 X�O O xoo m N4 b _ /' ; o°®�® x�€® !� xt�® 4` S t�,� '/ x0 alt 20 > RIVkT -' 8, - i S xo� xoo �Z �,..., ., c5? v\d A ;,a �. xo'4 O' QU\ r i�J DRAINAGE'I ASEMENT 5 .Cn - yJ Q� -�• --- x QP / _ x°� n x®° x /�i i �' g - xo?S' �- CG -6 x x / 0 w�� 4 0 ``\ O® x ® - ' ® X ® vii 'f s / / / gid 6 / s •.cs? \w. '6 -I/ %� P\N\N �p\VU�- ��0 _A „� 20 ` X o o' -. ,.ti. A W w,� Z '.Q �-(�' -' -;-'- t.` . ° ' . .. • . -_ xoo x O ` � ' .3 ' '" x0• x � 'o, � xn) `\\ 01 x0 �� O� x O j� - �(� ° X (0`, x® x0� / / / / / / Z " _. _& a. • a . '... �. I ! �� / OQx� xo� xo® x - r A X'f x OD yX I Ql� oo x X X(0° X ® x c1i X� X ri GR, 2 / - 311=%3 0 0o x®® xo �` x x r,• / / { i _ _ Z�a.o� Bw=64 - x�° x o x �' O° _ x XZ / / X158°08 55 { f 5 . �� o x O ° x -o CQ � rr f / O° xoo X P x o I X Dc CG -2 O xo� x 0 o• / / / / / RDI = R-6 K RET INI G ALLY xo® C, �� Cn / �j x x ® OT x o Cn / / N S E'TY IL / / % / © o o x®� I �� h x x o xoo xoo xo"� x ,y x o 64-JNxo'� x 1 o o �C / AX T= 9' 20 -JG 6 ® xo• x o o x o xo xo• x o 6i o , x x X > ® Li ° __ _ �_ x®o x I .. x - r.x _ / g / _ - a - x o o x o x 41 o X� , _ _a =off _ _ ',ie _. -Ix ti _.. - - _ o x ° x®o z 1 �• `t RED OC RETAi i x o o. , x T O 1 � $ � !, c i O° I x {' MALL WIT A S E �J ! / _ =73 , o• x o xo'b x .€ ,� i j o° (1 Xo f I o I x I x I I o' xo1 x�o ii xo® X C0 r 1 // ' _/ W=61 O x® x0� ( c� O ^r ! q' o x 7 f B�I' BYE=68 /o� q a i xoo o� x ti o°� 4 xo' 'I x x® x I i x® o� x0°1I x o w m X o x �a✓ J x Os' I O IX 15 IPE --.. __._. ;'�>_ - _ =1 A' o 0 0� ®� �? _ _ .. _._ _ i ^ i._ j . 6 x x o xo.y,. cats o . XP { -_ - -- --- - -__-_ ,i o x o o x I x o x x - '. is xo° xo x x o I R o o xoo xoo o ca xo• xoo xc�o x `.3 qY• %<6 x� x 0 ® x®� x® x xo� x o I o' o• x O o xo. xo� �° x�. x Xo3Z x O 1 xo, xoo xoo xLU r �. r 1 / / Gli 20 I 1 r 0 0 A par 1, I �- - Y { _ _.__.._.___ ,, / � �• _____.__. _..-._ SCALE: 1" = 20' I } LIGHTING PLAN � i a I I / I 20 0 20 40 60 �. LANDSCAPE PIAN PLANT L15T QUANTITY KEY BOTANICAL NAME COMMON NAME CALIPER HEIGHT REMARKS CANOPY (SP) TOTAL CANOPY (5F) SHADE TREES 2 QPP Quercus pa1u5trl5'Prreen' 'Prin reen' Pin Oak ln 2.5" 34 68 6 QP Quercus phell05 Willow Oak 6 Z5 ZelkoVa 5errata'Green Vase' 'Green Vase' Zelkova 2.5" 4 1 9 2,514 2.5" 395 2,370 ORNAMENTAL TREES 3 LG La er5troemla mdica'Natchez' Natchez' Crapemyrtle 1 0-7 77 23 I BROADLEAF EVERGREENS 53 AG Abellarandiflora 'Edward Goucher' 'Edward Goucher' Glossy Abella 1 24" 14 742 40 ICH ilex crenata 'Hellen' Heller!' Holly 24" 1 G G40 GROUNDCOVERS 398 JC Junlperu5 chme515'Ex ansa' Par5on'5 Juniper 3 Gal. 3' O.C. N/A N/A -+t Total Canopy (5)=)= 6,565 Note: 1. All site plantings of trees and shrubs Shall be- allowed to reach, and be maintained at, mature height; the toppinrg of trees 15 prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. Slopes steeper than 3:1 shall be permanently stabilized with vegetation hardier than grass which will not require mowing. LANDSCAPING CANOPY REQUIRED: 10% of Total 51te Area Total 5tte Area 50,442 5F (I , I G Acres) 50,442 517 * . 10 = 5,044 5F Required LANDSCAPING CANOPY PROVIDED: Canopy Provided = G,5G5 5F STREET TREES: Frontage: G4.4 I' + i 88.69' = 253. 10 LF Required: 253. 1 LF/50LF ( large tree 5pacm6J) = 5.OG Trees Provided: (G) Trees INTERIOR LANDSCAPING: Required: I Tree per 10 Parking Spaces 53/10 = 5.3 Trees Provided: G Trees Area Required: 5% of Total Parking Area 0.05*22, 143 5F = 1 ,107 5F Area Provided: = 1,522 5F III�■III� 111111 ■ IIID Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description 4 A SINGLE 30000 1.000 SMR40OPMA 5 A, SINGLE 30000 1.000 SMR40OPMA-SMRGS Calculation Summary Label CalcType Units Avg Max Min Avg84in Max/Min Paved Area FC at Grade Illuminance Fc 3.96 10.4 0.5 7,92 20.80 FC Beyond Prop Line at Grade Illuminance Fe 0.05 4.2 0.0 N.A. N.A. NOTES: 1. ALL VALUES SHOWN ARE HORIZONTAL INITIAL FOOTCANDLES AT FINISHED GRADE. 2. FIX'T'URE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.5MFC FOR REFERENCE USE ONLY. 3. VALUES DO NOT INCLUDE CONTRIBUTION FROM ADJACENT PROPER'T'Y OR STREET LIGHTING, 4. ALL FIXTURE SHALL BE FULL CUTOFF. 5. ALL FIXTURES ARE SHOWN MOUNTED AT 20 FEET ABOVE FINISHED GRADE. 6. ALL POLES AND FIXTURE SHALL BE DARK BRONZE. 7. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. Type No. SiteMaster Series Catalog No, Horizontal Lamp Cutoff Job. Name _ , Roadway Luminaire APPLICATIONS Building Perimeters, Parks, Recreation Areas, Parking Areas, Roadways, Outdoor Sales Areas, Sport Courts, Outdoor Areas. CONSTRUCTION • Precision die-cast aluminum housing. One-piece fully gasketed die-cast aluminum lens frame, ° Construction and gasketing prohibit dust, moisture, and bug entry. • Toolless entry into housingAamp chamber via door/fens frame latch. • Corrosion resistant Duraplex ii bronze polyester powder ooatsd finish standard. Optional designer finishes available. (Consult factory) OPTICS . 5. 37.3cm� Vr F84.7cm • One-piece hydroformad anodized aluminum reflector. • Type 4 reflector incorporates segmented Inserts. 400W MA Types ? and 4 optics require reduced outer jacketed lamps, 7.8,m Meets full cutoff criteria, an ELECTRICAL S.S Porcelain spring-loaded 4KV pulse rated socket -mogul base, 7.6- RS-, Q HPF CWA ballast. Electrical components mounted to hinged ballast tray. �__ • Starting temperature: LX(MPS)-40.17!-rt0`C, MA(MH)-20•F/-30'0, z• rmra sSIZEPJ'S.Bcm .da• ,.mm • All metal halide fixtures are pulse start. 5- 2' t' 2Scm .SZ• I xom MOUNTING ban 15 2cm S' R4`Cm A3' 1.6cm Factory installed die-cast aluminum atm. + Arm contains integral wiring/splice chamber via side access. ' • Key slot design provides one person installation and leveling. ;1©°1 rn nmg r p,am WARRANTY/LISTINGS EPA = 1-5 sqA. + UL 1598 listed for wet locations. + Published five year limited warranty, Ordering Guide Example: SMR154PMA-8 S -1R 15 1 4 1 PMA Wattage Distribution source Voltage SMR 15=150 (EIBTIED284 PMA 1=120 17=175iUST/ED28) 8 2=208 25=250 (E1RTIED28) 2 3=240 46=400 (ED/BT28p 4.--277 5-,160 10=100 (EDIET23.5) 4 LX 8=120.277 115=150 (£ AT23.5) 3 25=250(ED/ET23.5) 2 40-400 (EDlETiB)$ ' %wiles ED371amp for Type 3 only, ' Rewims E023.5rot Type 3 on, .. t { EM UGHT FW= IINLUDES AN S111IRGS-HOUSE SIDE MW 1 : k E:: t' + l SHERr NOT1 I IC OF IF: :1 !N. CONTACT LIGHTINGREMSMATNE FOR DETARS AT EICKM 9M.964.7000 SHEET NO: 6 OF 11I N 0`s -+t -4 i r� r - i DE ''•0.0033 INDEX TITLE: fi { + t { EM UGHT FW= IINLUDES AN S111IRGS-HOUSE SIDE MW 1 : k E:: t' + l SHERr NOT1 I IC OF IF: :1 !N. CONTACT LIGHTINGREMSMATNE FOR DETARS AT EICKM 9M.964.7000 SHEET NO: 6 OF 11I N 0`s 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to rrninimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control R;eguiations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. Ai copy of the approved erosion and sediment control plan shall be maintained on the site at aill times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (iincluding, but not limited to, off-site borrow or waste areas), the contractor shall submit a siupplementary erosion control plan to the owner for review and approval by the plan aipproving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving aiuthority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert rrnaterials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. (Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. (Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral stupport, or order to minimize any hazard to persons, physical damage to adjacent land and irnprovements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required b y this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual R;yegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. ARernatives are subject to approval by the County erosion control inspector. 18. (Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 imches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient rrnix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be aipplied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be rteseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes wrhich are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. 'This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after tine date the land disturbing activity commences. (Water Protection Ordinance section 17-207B) CONSTRUCTION SEQUENCE 1., Construction entrance shall be installed per plan. 2.. Install inlet protection to ST -1. 2.. Install perimeter control measures. 3.. Begin construction by clearing and excavating area shown as staging area. 4.. Excavated material shall be removed from site to an approved spoils location 5. Grade site according to site plan maintaining proposed drainage pattern during construction of wall etc. 6). Construct storm sewer and install inlet protection as inlet is made operational. 7'. Dust control, temporary seeding and permanent seeding within the graded areas of the site to prevent erosion until construction is complete. 8i. Following stabilization of the entire site and written acceptance from the county, all erosion and sediment control measures shall be removed and accumulated. Sediment to be disposed of by the contractor. � yyV >y�s / s m See sanitary sewer extension Z on sheet (5 r { SOF DISTURB / ,iCDONNEGT TO xf o z -0 1 EXI ISTIN( INLET 140 lk _-- t , EMOVE EX INLET, I I I 18 I / I / ---__ STORM SEWER I _,4BD - / 0 t 20 40 60 ■ ■ ■ ■ ■ [3.0]2 EONRANCESTRUCTiON CE 3.31 TE EP SRN RY TS --0-- EMIN 3.05 SILT FENCE SF ~���� 3.32 PER EDNNG T STORM DRAW INLET PROTECTION IP ® 3.35 MULCHING MUu 3.09 p VERS TEMPORARY DIKE DD [3.3]9 DUST CONTROL DC 3.11 TEMPORARY RIGHT-OF-WAY DIVERSION RWD awv -a Lie. Tf. 33028 �ft ae■es f EMIN mill mom r■I► ae■es f I ae■es mom r■I► ae■es DE PROJECT NO: IQ, INDEX TITLE. SHEET NO: 7 OF 11 r■I► DE PROJECT NO: IQ, INDEX TITLE. SHEET NO: 7 OF 11 ✓f ' /rr \ �f ,/ -11 11 I 1 111 / / - ~ / ^ //"/ - / . //f . �.... a / a3 / a` ' 'r ' __— `: / o.1i1,ir \ .�Y// ,� s / . /. 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J:�ii / �,� I � I- . �' U) _._ - / I I 1 I I I . 1 !,/ I s- P4 �-4 = F-� � w €- �~ I � w Of � M 30 0 30 60 90 a C4 U) DE PROJECT NO: 10.0033 SCALE: I" = 30' INDEX TITLE: EXISTING DRAINAGE DIVIDES AND CRITICAL SLOPES C'711 A -44� SHEET NO: 8 of 11 1 DATE: 03.08.10 WIRE SCREEN CURB INLET � �– C i..v v0 -- GRA VEL AND WIRE MESH VDOT#1 z . INLET SEDIMENT ENS' COARSE AGGREGATEDROP INL FILTER 18 MIN. GRAVEL*(12"MIN. DEPTH)-- -- *GRAVEL FILTER CONCRETE BLOCK �� RUNOFF WATER MINIMUM WITH SEDIMENT61 --`' WIRE SCREEN _ AM, - RUNOFF WATER OVERFLOW FILTERED WATER pp. l i— WITH SEDIMENT .� TYPICAL GRAVEL STRUCTURE j )Lj •K; >tY: x Y „,I"dill ��: • •�. _,� ►�1- 11= I-I��-���-1��-��1-1�1- I r� �}F..�. �� �r A. SEDIMENT: WIRE MESH SEDIMENT 2" x 4" FILTERED WOOD STUD CURB INLET NUCHAE WATER COMPACTED SOIL SPECIFIC APPLICATION SPECIFIC APPLICATION Lie. 0.33028 THIS METHOD OF INLET PROTECTION IS APPLICABLE ' J AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY I THIS METHOD OF INLET PROTECTION IS APPLICABLE TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE, S ONAL E WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, *GRAVEL SHALL BE VDOT #3, #357, OR #5 COARSE AGGREGATE. —" BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE, TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. 3 CURB INLET PRQTECTIQNIP} .� C8 NOT TO SCALE 6' MINIMUM * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE " ua AGGREGATE. TYPICAL EARTHEN STRUCTURE 2 DROP INLET PRQTECTIQN IP) � � C8 NOT TO SCALE co c: W m — ' TEMPORARY RIGHT—OF—WAY DIVERSION RWD 70 Min Stone --, 3" SM –2A Asphalt C8 NOT TO SCALE Construction Existing Access 2% Slope 2% Sloe Pavement ✓.. ?f`Y : .✓. Wit.., ft.'t''tz,F., f, ;✓ J�`+` '. � 6" 21A Aggregate Base Filter Cloth °" w Existing Grade SECTION 8-13 to CO- CONSTRUCTION OF A SILT FENCE Existing " (WITHOUT WIRE SUPPORT) B A Pavement B 2. EXCAVATE A 4" x 4" TRENCH 1. SETTHE STAKES UPSLOPE ALONG THE LINE OF STAKES. 2% Slope..: ,;>` :: .I 12'* Min A X /^ Stone Positive Drainage A *Must extend full To Sediment Construction width of ingress Access Trapping Device 9 #�, ! and egress operation W PLAN VIEW '12 M I n Positive Drainage 6j 00, To Sediment I I Z f3) 2% Slope Trapping Device, CQ &mss er u 4. BACKFILL AND COMPACTS r•<5 ✓ hw r r r 3. STAPLE FILTER MATERIALj. TO STAKES AND EXTEND THE EXCAVATED SOIL.f- IT INTO THE TRENCH. Fitter Cloth SECTION A—A � z NOTE: A minimum water tap of 1" must be installed with a minimum 1" ballcock shutoff valve supplying a wash hose with a diameter of 1.5" for – = adequate constant pressure. Wash waster must be carried away from the paved a --a construction entrance to an approved settling area to remove sediment. All sediment shall be prevented from entering storm drains, ditches, or E watercourses. 5 PAVED CONSTRUCTION ENTRANCE E--- ,�, / \\/ C8 NOT TO SCALE , W SHEET FLOW INSTALLATION a4 r (PERSPECTIVE VIEW) M 0 A A o B ` E-1 l� / Compacted Soil � POINT A SHOULD BE HIGHER THAN POINT B. Flow W� w DRAINAGEWAY INSTALLATION LU (FRONT ELEVATION) 4 SILT FENCE DETAIL 4,5 MIN — DE PROJECT NO: 10.003 C8 NOT TO SCALE INDEX TITLE: 8 6 TEMPORARY DIVERSION DIKE C8 NOT TO SCALE -- SHEET No: g OF 11 DATE: 03.03.10 I EX A; �'' / `"ter �� ®` ate+ ® v... ._-., / / / / / i)c�V °' - 19 o 1 6 7 - , � - -� 'yam' ®�" � ,�� / / / / Q � - / G G N E � i 7 � N / / a . 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Acs® En W 1- ,.,/ � F /'!�Jk 1-1 z Z z - / / / I , A- / // =0.74 // r / �! o i � �, 9 I �" 0.1 8 Acs. I = 7.1 / \,!� /'J/ �10101`11' 5: 02 i/ / * ,-- P C.) U U C-) / i I / 4.96cfs from = �� 4cf s / _ i I j/�A 04 WN I N 1 I exist. pipe / � / , L I 1,.' / / 1� I/ I I structure l-7.1 1_. ofst..-- / - / / / / 1 % CD Storm Sewer Profile STR 7 to EX 5 G - i EMOVE EX INLET, / // / '. ) '� ` - j `� _�/ 11 'I / I Storm Sewer Profile STR 2 to STR 2A , 1 = 10' Vert; 1 ' = 30 Horz C9 1 = 10' 1 di co Vert; 1 = 30 Herz I �+ / !1 1 0 f t l ■ '- DralZl� e Areas 20 0 20 40 60 J Al 16 C9,�� .� SCALE: 1" = 20' Qi i _ _. --- _ , .. .-_ 11.111111... ......... -1111 ,1111......,._.. "-- _ _..__-..-... _'. _.._.____ __.. _. -. 11.11... .._...' ll_.._. ...._..-------.-.-_--....__.....'.-----.. 11.11._---'----- 111 .,. _,1111 -_ ...- -"_"1_1--j.,. 1111.._ ._ 1111. .11-, I - _ _._ ___ . _ -. _ -_ 446505 1111__ ._ ...- .. -----_ 1111 --11.11__ _._ _ _ ___. _ _ _ _ - ,. _ _ _ -- _ _ -- - . _ 11.11._ ... _. _ - -- _____ _ 1 111_, __ - -i= - - . _ J _460 -_- _ ._ _ 1111 - - -- --- -- _ - L _ 1111 _ _ _ - _.-._..-_____--1-.._____'__'____1--_ _ - -___._ _ _. _ -_ _ .. .._ 11 11... .. _ _ 1111.... 1111_._ 1111_ 1111 1111 _-1111__ ----- -:W_.__.._.,___ . 1111 l 11.11. _. _ 1111. _.._..._ 1111 _ � . _. -..-1111 Q ---"-- -........._.... - _......__,.._...1111..-_____..__,_,_._...---1111_ -_ _.-.. _ -'" 1111___. °% __.. _LD 229 Storm Drain Design Dom uta'ltions From Freebrld e Auto � W __ . _ _ -1111--_ _ 1111 � _ _ ��`��.._ 11.11...---- 1111-_ _ _ 1111 _ .1111.._ _ _ -. - . 1111 _ _ _ ._ . _. -- _. _ _ 455 _-. _ 1111 _ 1111_ ._ 11.11.1111 _. _ _. _ _ _. _ _ ----- --._...... _ - _ . 11.11 _ - . _ 1111- 1111_ ... 1111 1111.1111 11.11... _ � �`-- �..�._____ _- -+_ -----•�--, ---- -_--'..__._.. _-__.__,i -- 111 1. _.1111,._ 1111 N<_\� _ _ Route: Proj: Free Bridge OfFce E--4 -���°�'�'��..:� 11.11._. _. � __...__.__r.__,_____ _..._..._ .1111 _._.__.____._._ .� -_ 11.11 1111 _. . 11.11 1111 -. _. _-_ _ _ _,1 �: �:. _. . _ _ ... _ _. 1111._.. __...._.. .. ...........1111_..1111_..__ . - ---1111. 1111 _ ._ _. _w.... _ __.___... $� County. Albemarle District: Rivanna 1111_. 11.11. 1111. 1111.. 1111 _ _ _ _ _... 1111.._ 1111_ _ 1111_ _ _ .. 1111 _ _ _ _ ... 11.11. -1111 , _ __ %_ .__... ______--� ._.... - -.:11. .. . 11.11 ...____,m --...__.._____...__ 11.11..--_ 44 1111 1111.___ _ . 1111 1111 r _ _. I1111.._ 450 Descnptlon. Pipe Calculations 450 1111_ __ ._ ______. ----------.- - 1111-_ -111_1 ____._."_ _ .-_-_1___'_.__'_ __ --1111... _ 11.11 1111_.. _, 111..1___ _-1111_. ,,--___..__ �-= L_ - _ _ _ _ 1111 11.11__ .1111.1111 _,t-.-1_--�.-�.._.___.� ._ ,_1-_--- fi..__.__.. __ _ �. _ _. _ 1111 �-�04� P____1 LD -204 Stormwater Inlet computations CD Up = Pipe R Inv � _---1_11.._..____..___. _.___1111___ _ ._. - - ----- .____.._._. 11-11. -_ _ -.-. .--- _..._.____ 1111-1111_. ____.____ ____..__.-.- L a) M --k5 .. 1111 1111 1111_ 1111 _ ... - M ------._ -1111. n �4 AC 445 --- 1111 _ _ ._.- ._. ---'--,-_._.___. _ 11.11_ 1111__.____. _ _ 1111.__ _ _ 1111 - 1111._- .._...._ - . _ _. _ -...,C . 1111_. _,1111 _ _ _ 1111 _ - . - :D _. _-_- 0 1111 _-1111._......_..__.... _ 11.11 _. 1111... 1111.1111.-.. ...-1111.. .....__. `_E __ Q. / 445 Inc ._ __ _-'_:_�1111 Z � .:::� - .-_� 1111 _ _ _ _. _ 1111:11.11 ________ 1111 1111 _ 04 •-" cu C 440 z' � a) -_......... 1111...:11.11_ , _ .. 1111. _ _...� _.. -Q V -a a 70 a)r -::4 6 7 8 0 _..__,_-_....-, 1111._ __..._...... 11.11 1111-_} .._..-_..... _ .1111._ -_.__.._...._-___._._.._.._.Q . .51011....-_..._.___ --,- Ii 1111_ 1111., 11-11 _, ._ 11.11 . .. - ---- - _ -., -.�. M --(D _. 1111. 16 17 R -E ST X5 STR-7 ca._.._.._..__ _ 1111_.... 11.11_-__._._._._ _ _ 1 111. 0 --1111_.-1111 _..__.____ 11_11_ _.......__-_.-_....__ .- i,- _ 1 ipt r eNICe_,- taj! _ _._. _..__ .. _ . -..... C0 11..11 .1111...__ . __..1111_..._ _____. 111 1_- _.__._._.�_._-------�--,,.___...____. 1111_.._ . ...11.11.. cG2. 2....__.._ - :.-"t 111 - _, 1111 1. �a 1111 _ P I- q) 466.00 464.94 4- 1.8 -.-.-..__. - __11 _. _"-- ._-_ _....__ .1111._. -__.ter. `� (0 a3 y C.) y� 0 - I _ _. -.__ 1111 > (� +�+ 2 S3 i� ul {� C 0- m U) _ _ .1111 n _ _ U � U n'_ Q 6 W S I a 0 Gi I � 2 � (D 5°0 = H W 0 .-'� I a a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 12+50 13+00 (ft) (ac) (in/hr) (cfs) (cfs) (cfs) ('i`) ('/') (P) (ft) I (ft) (cfs) (cfs) STR-7 DI -7 - 0.36 0.90 0.32 1.79 5.5 1.78 0.00 1.78 0.013 0.08 0.020 - - 0.28 100% 1.78 0.00 STR-5 DI -3B 8 0.28 0.90 0.25 100.7 5.5 1.39 0.00 1.39', 0.013 0.05 0.050 0.083 2.48 0.19 100% 1.39 0.00 STR-3 DI -3B 8 0.17 0.90 0.15 6.5 5.51 0.84 0.00 0.841 0.013 0.055 0.055 0.083 1.86 0.16 100% 0.84 0.00 STR-2A DI -7 - - - - STRA - 6.31 0.00 6.311 0.013 0.02 0.050 18.26 - 0.42 100% 6.31 0.00 STR-2 DI -36 4 0.13 0-901-0.121 5.5 0.64 0.00 0.64 0.013 0.02 0.050 0,0831 2.051 0.17 100% 0.64 0,00 STR-1 DI -7 - 0.231 0.901 0.21 10.0 5.51---l.14 6.31 0.00 1.14 0.013 0.08 0.050 - I - 0. 241 100% 1.14 0.00 _ _. --- _ , .. .-_ 11.111111... ......... -1111 ,1111......,._.. "-- _ _..__-..-... _'. _.._.____ __.. _. -. 11.11... .._...' ll_.._. ...._..-------.-.-_--....__.....'.-----.. 11.11._---'----- 111 .,. _,1111 -_ ...- -"_"1_1--j.,. 1111.._ ._ 1111. .11-, I - _ _._ ___ . _ -. _ -_ 446505 1111__ ._ ...- .. -----_ 1111 --11.11__ _._ _ _ ___. _ _ _ _ - ,. _ _ _ -- _ _ -- - . _ 11.11._ ... _. _ - -- _____ _ 1 111_, __ - -i= - - . _ J _460 -_- _ ._ _ 1111 - - -- --- -- _ - L _ 1111 _ _ _ - _.-._..-_____--1-.._____'__'____1--_ _ - -___._ _ _. _ -_ _ .. .._ 11 11... .. _ _ 1111.... 1111_._ 1111_ 1111 1111 _-1111__ ----- -:W_.__.._.,___ . 1111 l 11.11. _. _ 1111. _.._..._ 1111 _ � . _. -..-1111 Q ---"-- -........._.... - _......__,.._...1111..-_____..__,_,_._...---1111_ -_ _.-.. _ -'" 1111___. °% __.. _LD 229 Storm Drain Design Dom uta'ltions From Freebrld e Auto � W __ . _ _ -1111--_ _ 1111 � _ _ ��`��.._ 11.11...---- 1111-_ _ _ 1111 _ .1111.._ _ _ -. - . 1111 _ _ _ ._ . _. -- _. _ _ 455 _-. _ 1111 _ 1111_ ._ 11.11.1111 _. _ _. _ _ _. _ _ ----- --._...... _ - _ . 11.11 _ - . _ 1111- 1111_ ... 1111 1111.1111 11.11... _ � �`-- �..�._____ _- -+_ -----•�--, ---- -_--'..__._.. _-__.__,i -- 111 1. _.1111,._ 1111 N<_\� _ _ Route: Proj: Free Bridge OfFce E--4 -���°�'�'��..:� 11.11._. _. � __...__.__r.__,_____ _..._..._ .1111 _._.__.____._._ .� -_ 11.11 1111 _. . 11.11 1111 -. _. _-_ _ _ _,1 �: �:. _. . _ _ ... _ _. 1111._.. __...._.. .. ...........1111_..1111_..__ . - ---1111. 1111 _ ._ _. _w.... _ __.___... $� County. Albemarle District: Rivanna 1111_. 11.11. 1111. 1111.. 1111 _ _ _ _ _... 1111.._ 1111_ _ 1111_ _ _ .. 1111 _ _ _ _ ... 11.11. -1111 , _ __ %_ .__... ______--� ._.... - -.:11. .. . 11.11 ...____,m --...__.._____...__ 11.11..--_ 44 1111 1111.___ _ . 1111 1111 r _ _. I1111.._ 450 Descnptlon. Pipe Calculations 450 1111_ __ ._ ______. ----------.- - 1111-_ -111_1 ____._."_ _ .-_-_1___'_.__'_ __ --1111... _ 11.11 1111_.. _, 111..1___ _-1111_. ,,--___..__ �-= L_ - _ _ _ _ 1111 11.11__ .1111.1111 _,t-.-1_--�.-�.._.___.� ._ ,_1-_--- fi..__.__.. __ _ �. _ _. _ 1111 �-�04� P____1 -_ I _' _ CD Up = Pipe R Inv � _---1_11.._..____..___. _.___1111___ _ ._. - - ----- .____.._._. 11-11. -_ _ -.-. .--- _..._.____ 1111-1111_. ____.____ ____..__.-.- 1111._..-.1111 -----._ .---.1111__ 1111.. 1111_._ 1111__ --k5 .. 1111 1111 1111_ 1111 _ ... - >-4 ------._ -1111. n �4 AC 445 --- 1111 _ _ ._.- ._. ---'--,-_._.___. _ 11.11_ 1111__.____. _ _ 1111.__ _ _ 1111 - 1111._- .._...._ - . _ _. _ -...,C . 1111_. _,1111 _ _ _ 1111 _ - . - :D _. _-_- 0 1111 _-1111._......_..__.... _ 11.11 _. 1111... 1111.1111.-.. ...-1111.. .....__. `_E __ .-1111.- / 445 Inc ._ __ _-'_:_�1111 P-- i � -_-___ __. __ -11 __ ..11 .__ . __._. _ .:::� - .-_� 1111 _ _ _ _. _ 1111:11.11 ________ 1111 1111 _ � 04 F C 440 � � _ 1111._._ 1111.._ _ --102 02 _78 1111 t 1111 -1111-._..�.._..,.._......_..... _ �I1 � .�.. 1111 --- -1111__ _ _ .__._..... _ _ 1111 -_......... 1111...:11.11_ , _ .. 1111. _ _...� _.. 11.11 P4 1- M .4 -::4 _ _. --- _ , .. .-_ 11.111111... ......... -1111 ,1111......,._.. "-- _ _..__-..-... _'. _.._.____ __.. _. -. 11.11... .._...' ll_.._. ...._..-------.-.-_--....__.....'.-----.. 11.11._---'----- 111 .,. _,1111 -_ ...- -"_"1_1--j.,. 1111.._ ._ 1111. .11-, I - _ _._ ___ . _ -. _ -_ 446505 1111__ ._ ...- .. -----_ 1111 --11.11__ _._ _ _ ___. _ _ _ _ - ,. _ _ _ -- _ _ -- - . _ 11.11._ ... _. _ - -- _____ _ 1 111_, __ - -i= - - . _ J _460 -_- _ ._ _ 1111 - - -- --- -- _ - L _ 1111 _ _ _ - _.-._..-_____--1-.._____'__'____1--_ _ - -___._ _ _. _ -_ _ .. .._ 11 11... .. _ _ 1111.... 1111_._ 1111_ 1111 1111 _-1111__ ----- -:W_.__.._.,___ . 1111 l 11.11. _. _ 1111. _.._..._ 1111 _ � . _. -..-1111 Q ---"-- -........._.... - _......__,.._...1111..-_____..__,_,_._...---1111_ -_ _.-.. _ -'" 1111___. °% __.. _LD 229 Storm Drain Design Dom uta'ltions From Freebrld e Auto � W __ . _ _ -1111--_ _ 1111 � _ _ ��`��.._ 11.11...---- 1111-_ _ _ 1111 _ .1111.._ _ _ -. - . 1111 _ _ _ ._ . _. -- _. _ _ 455 _-. _ 1111 _ 1111_ ._ 11.11.1111 _. _ _. _ _ _. _ _ ----- --._...... _ - _ . 11.11 _ - . _ 1111- 1111_ ... 1111 1111.1111 11.11... _ � �`-- �..�._____ _- -+_ -----•�--, ---- -_--'..__._.. _-__.__,i -- 111 1. _.1111,._ 1111 N<_\� _ _ Route: Proj: Free Bridge OfFce E--4 -���°�'�'��..:� 11.11._. _. � __...__.__r.__,_____ _..._..._ .1111 _._.__.____._._ .� -_ 11.11 1111 _. . 11.11 1111 -. _. _-_ _ _ _,1 �: �:. _. . _ _ ... _ _. 1111._.. __...._.. .. ...........1111_..1111_..__ . - ---1111. 1111 _ ._ _. _w.... _ __.___... $� County. Albemarle District: Rivanna 1111_. 11.11. 1111. 1111.. 1111 _ _ _ _ _... 1111.._ 1111_ _ 1111_ _ _ .. 1111 _ _ _ _ ... 11.11. -1111 , _ __ %_ .__... ______--� ._.... - -.:11. .. . 11.11 ...____,m --...__.._____...__ 11.11..--_ 44 1111 1111.___ _ . 1111 1111 r _ _. I1111.._ 450 Descnptlon. Pipe Calculations From 450 1111_ __ ._ ______. ----------.- - 1111-_ -111_1 ____._."_ _ .-_-_1___'_.__'_ __ --1111... _ 11.11 1111_.. _, 111..1___ _-1111_. ,,--___..__ �-= L_ - _ _ _ _ 1111 11.11__ .1111.1111 _,t-.-1_--�.-�.._.___.� ._ ,_1-_--- fi..__.__.. __ _ �. _ _. _ 1111 �-�04� _ _ . _ .1111 _ _. - -_ I _' _ _-----_ - -- Up Dn Pipe R Inv Pipe _---1_11.._..____..___. _.___1111___ _ ._. - - ----- .____.._._. 11-11. -_ _ -.-. .--- _..._.____ 1111-1111_. ____.____ ____..__.-.- 1111._..-.1111 -----._ .---.1111__ 1111.. 1111_._ 1111__ --k5 .. 1111 1111 1111_ 1111 _ ... - _ 11--- ------._ -1111. Coef AC AC 445 --- 1111 _ _ ._.- ._. ---'--,-_._.___. _ 11.11_ 1111__.____. _ _ 1111.__ _ _ 1111 - 1111._- .._...._ - . _ _. _ -...,C . 1111_. _,1111 _ _ _ 1111 _ - . - _ 11.11_ .1111. ._ _....r_. --_111,,1---- -- - -- - _------- -.. _ . _ _.. ---- 1111._-.._ ..�_._.--'--_--'-------"--- ---1111 ....._... __. .._ .._f...,_ - ------_ _. _-_- 0 1111 _-1111._......_..__.... _ 11.11 _. 1111... 1111.1111.-.. ...-1111.. .....__. `_E __ .-1111.- 1111..------_ 445 Inc ._ __ _-'_:_�1111 (ac) -_-___ __. __ -11 __ ..11 .__ . __._. _ _ - --�- . _ ._.. _.-.... _ _----.. _ __. 11- _ .. . _. __ -_ = 1111,_.______.. 1111_ 1111. 1111 .,. ____�__._-_ - .-_� 1111 _ _ _ _. _ 1111:11.11 ________ 1111 1111 _ _ _ _ . _. .-_ 1111 _ -___. _..._ _. _.1111. __1111__ _ _ - -. 1111 _ _ 11.1 -... El El 440 1111 _ 1111 1111 11.11 ._ 1111 . 1111_ _ -__ -- --________-t. --1111_-_ _, .. _ 1111_ �. .. 1111__ _, __,__� 1111rn _.___._-t5i:(�9-48" MDRE.-@-1,0--_-------____.____.___.__ _.��... _ 1111._._ 1111.._ _ --102 02 _78 1111 t 1111 -1111-._..�.._..,.._......_..... _ �I1 � .�.. 1111 --- -1111__ _ _ .__._..... _ _ 1111 -_......... 1111...:11.11_ , _ .. 1111. _ _...� _.. 11.11 1111__ . - 440 4 _ 6 7 8 _____..... 11.11_-_-1111___._ _..__,_-_....-, 1111._ __..._...... 11.11 1111-_} .._..-_..... _ .1111._ -_.__.._...._-___._._.._.._.Q . .51011....-_..._.___ --,- Ii 1111_ 1111., 11-11 _, ._ 11.11 . .. - ---- - _ -., -.�. M --(D _. 1111. 16 17 R -E ST X5 STR-7 ca._.._.._..__ _ 1111_.... 11.11_-__._._._._ _ _ 1 111. 0 --1111_.-1111 _..__.____ 11_11_ _.......__-_.-_....__ .- i,- _ 1 ipt r eNICe_,- taj! _ _._. _..__ .. _ . -..... C0 11..11 .1111...__ . __..1111_..._ _____. 111 1_- _.__._._.�_._-------�--,,.___...____. 1111_.._ . ...11.11.. cG2. 2....__.._ - :.-"t 111 - _, 1111 1. �a 1111 _ 7.10 . ____,___ 466.00 464.94 5T8 1.8 -.-.-..__. - __11 _. _"-- ._-_ _....__ .1111._. -__.ter. `� .. - - _ ._..__..... - __ _ _ .1111__-_ -._ _ 1111_____ .___ .,, 1111. _-__ __.._.._ _.11 ___._._._._.-1111 - 1111 - - , .. `t..MM 11.11. 1111 _ _._,__ ___ ._ _ 1111_-- __ __-_. _.. ¢ d:. _11.11 _._. -1111_ ..__. _ _-_.._...._..__......_. ._._..., _, r- ----- _. _ ... { M _____.... , _...._..___ .._ - -11 _ _.11111 _. -.__ 1111 435 435=_1_ _ 1111_-_ 11111111 _. ..1111._ 11._____._.__...__.__-1111.-_........__..... 111_1. "-11--.-..-1111._- --11.._._ _...._._..__',1,1 � 1111 __....._...._..-._ 1____11_1__-.._.__... .__._... _I __1111.. =JL._l1ra,_....-.111 1--._......_.-1111-11-11._ �.._.__._..-_,_.,_ ............. ._.,.....__ _ _ .1111 n _ __ 1111. } _ __-1__---------- �__ 1111. 1111 ...1111. 11.11. _____.I_. 1111....11.11 __.__.._ .1111_. �-.'_��. ___.1111_ ^ -:.____ -_E --, _.._ 1111_ _ 1111. 1111 4 -_ - __.___ -1111... .. 5°0 7.10 9.27 463.10 1111 _ _. ... 1111 1111_. 1111_ 1111._ 1111.; 1111.,,. 1111_.__ _ 1111 ,1111, 1111_. 11.11... _ 1111__ ..___..._._...,_...._ .1111_»1111 > 11.11 1111 _ 1111__ 1111_ 1111..__ ,,_M___.._..___.__,.,__ ___ _...__.__-_ 1111._.._„11,11__. _. _ 1111._ ___..__.__..._ 11�_> ;� -._.,..._...___-._._________ 1111._ 1111 �� _w__ - --- ...- _ _ ..r.._.._ .. _.__._.. 1111,.:_ _ ., 7 _ 1111 __,.._ 1111 _ ____...__ _ , ___=_...._.___ 430 STR-6 STR-1 0.00 430 _'__._______-____-____._____._.._ _._.___._ w--. .�.. 5.1 7.10 - --�� 447.40 441.18 74.6 9+50----10+00 10+00 10+50 _ 11+00 11+50 12+00 12+50 13+00 From To Point Catch Runoff Inc Accum Tot Tot Tot Up Dn Pipe R Inv Pipe Pipe Velocity Flow time Point A Coef AC AC Tc Int Flow Ilnv Inv Len is Dim Cap Inc (ac) (min) (in/hr) (cfs) El El (ft) % (in) (cfs) (ft/s) (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 R -E ST X5 STR-7 0. 4 5 0.74 0.40 0.40 5.0 7.10 2.84 466.00 464.94 5T8 1.8 15 8.7 6.31 0.15 STR-7 STR-6 0.68 0.90 0.61 0.61 5°0 7.10 9.27 463.10 447.50 70.0 22.3 18 65.5 21.5 0.05 STR-6 STR-1 0.00 0.00 0.00 0.61 5.1 7.10 9.27 447.40 441.18 74.6 8.3 18 39.3 15.0 0.08 STR-5 STR-4 0.28 0.90 0.25 0.25 5.01 7.10 1.79 458.50 453.00 42.8 12.9 15 23.3 11.2 0.06 STR-4 STR-3 0.00 0.00 0.00 0.25 5,1 7.00 1.79 452.80 443.16 100.7 9.6 15 20.0 10.0 0.17 STR-3 STR-2 6.17 0.90 0.15 0.40 5.2 7.00 2.84 442.96 442.93 3.0 1.0 15 6.5 5.1 0.01 STR-2 STR-1 0.13 0.90 0.12 1.49 6.1 6.69 9.96 442.73 441.18 151.1 1.0 18 10.5 6.8 0.37 STRA STR-EX57 0.23 0.80 0.18 2.69 5.5 6.80 18.26 441.08 440.25 18.2 4.6 24 48.5 14.4 0.02 STR-2A STR-3 3.19 0.35 1.12 1.12 10.0 5.65 6.31 445.56 443.16 41.0j 5.81 18 25.3 11.9 0.09 I.� ga I • pjtjj�; INDEX T17LE: ff It U 0 t SHEET NICs: 10 of 11 Storm Sewl�r Profile STR I to STR 5 Stormwater Drain & Inlet Com utaions � �--1111---f--- {� 1 10 Vert; 1' -30 Horz ', DATE: 03.08.10 r I.� ga I • pjtjj�; INDEX T17LE: ff It U 0 t SHEET NICs: 10 of 11 Storm Sewl�r Profile STR I to STR 5 Stormwater Drain & Inlet Com utaions � �--1111---f--- {� 1 10 Vert; 1' -30 Horz ', DATE: 03.08.10 lo, ASPHALT CONCRETE PAVED SHOULDER (CONCRETE PAD WIDTH) E CURBIRACK-UP WOOD STAIN: SHERWIN WILLIAMS WOODSCAPES MATERIAL in (M (0 4 PAVEMENT 91-01, RL 0 z ED WITNESS POST WITH "EMBER" EXTERIOR WOOD STAIN. C: agQ-tu PLACE 5' GALVANIZED 41 � . z (INSIDE ENCLOSURE LENGTH) PRODUCT # SW3029 L_ moo CAPPED ENDS PAINTED BLUE IN REMOTE AREAS C 0) N N z Pill- >to 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT i'i 2 4- 4) TO HIGHWAY DEPARTMENT APPROVAL. V-3, MIN. 3' WIDE BY I> EE z 7' TALL -ATE NOTE _2 01. D 6" DIAMETER PIPE BOLLARD, TYP. C Fm W u FINISHED GRADE iNQTE5 (OPTIONAL) 10 CUBIC YARD CONTAINER ENCLOSURE fr SHALL BE MIN. 8'-8" E c < D TOP AND END 44" MIN. SEE NOTE 4 SEE NOTE 1, 1. ANCHOR GUY SCREWS ARE NOT 70 BE USED WITH THE COUPLING 0- 0 (n LOADING HIGH 0 BANDS WHEN THE PIPE LEN07"S ARE LESS THAN 50 FT, WHEN PIPE Ld 0 CONTAINER 0 0 LENGTHS EXCEED 50 FT. TWO (2) ANCHOR GUY SCREWS ARE TO BE - L 0 SEE NOTE 8. USED WITH EACH COUPLING SAND SPACED AT 25 FT. C -C ry z (6' L X 6' W MAXIMUM, TWO t2) ANCHOR GUY SCREWS,11f " DIAMETER X 6" MIN. PIPE BEDDING 6" HELIX) ARE TO BE USED WITH EACH UOURING BAND. WHEN PIPE z X 7'-8" H) 17.5" W 7 6" MIN. 0 SHALL NOT BE USED LE14GTH EXCEEDS 50 FT. 0 (22.5" FOR COMPOUND METER) SEE NOTE 3. Z WHEN THE SPACING OF THE LOWER COUPLING FALLS CLOSER THAN LO (n W/ LID REOVIRED 06 Z ADJUSTABLE VALVE BOX 25 FT, TO THE STORM SYSTEM STRUCTURE THE DISTANCE IS TO BE BENT JOIN ADDED TO THE LAST FULL 12* -6" SPACE AND THE COUPLING IS TO BE SPACED MID -WAY OF THE TOTAL DISTANCE, 44 METHOD I I> 3. REQUIRED 15" CORRUGATED PIPE, SEE PLAN FOR LIN. FT, QUANTITIES. 71111 LIN, FT. COST FOR THE PIPE 15 TO INCLUDE FURNISHING AND PLACING COUPLINGS AND ANCHOR GUYS. CORRUGATED POLY- ETHYLENE PIPE LENGTHS GREATER THAN 50 rill. MAY BE USED AS I>v % law AN ALTERNATE PROVIDED THE COUPLING SAND ANCHORAGE DESIGN es 60 IS SUBMITTED BY THE MANUFACTURER FOR THE ENGINEER'S REVIEW F_ AND APPROVAL. 4C 4. REQUIRED 15" CORRUGATED PIPE MUST BE TERMINATED AT THE TOE z 36" OF FILL SLOPE WITH AN APPROPIATE END TREATMENT. FOR 34"1 SLOPES 0 4*D FLATTER THE PIPE MAY SE TERMINATED WITH A STANDARD ES -2 ()o 180 END SECTION OR TIED INTO AN07HER DRAINAGE STRUCTURE, FOR I AND STEEPER (MAX, 1!12-'1) THE IS" PIPE MUST HAVE ONE < STANDARD SEE NOTE 3. SLOPES 3 SWIN'. ES -2 END OF THE FOLLOWING ENO TREATMENTS (SEE PLANS FOR REQUIRED -4 SECTION TYPE Of STRUCTURE); .'�'�DESIGN CONCRETE PAD TO WITHSTAND 10,000 #/ LONGER THAN 50 FT,.COUPLING SANDS WITH ANCHOR GUYS ARE TO SINGLE WHEEL LOADS METHOD I, TERMINATE PIPE WITH A STANDARD END WALL 08 OTHER DRAINAGE (22.5- FOR COMPOUND METER) %STRUCTURE, TO 13E APPROVED BY THE ENGINEER. FOR PIPE LENGTHS 18" MIN. M.J. GATE VALVE BE USED AT 12,-&, C -C MAXIMUM SPACING, 17�5"-0-d CONCRETE PAD WIDTH) c5 v rw METHOD III. TERMINATE PIPE WITH A STANDARD E5-2 END SECTION ANCHORED WITH NH S COUPLING SAND AND ANCHOR GUYS, ADDITIONAL COUPLING SANDS AND L,ic b.33028 37" MIN. REMAINING LENGTH OF PIPE. ed ANCHOR GUYS ARE TO BE PLACED AT 12'-6" C -C MAXIMUM FOR THE r4 DUMPSTER PAD DETAIL 5. MORTAR REQUIRED CORRUGATED PIPE INTO THE WALL IF PRECAST STRUCTURE IS USED. -E METHOD IL S"ONAL 12" MIN, WINGNUT LOCKING ASSEMBLY WATER -E 1 LINE 10' MIN. CLEARANCE 47 DUMPSTER DIMENSIONS: 6'x6' BYPASS 5/4 x 4 WOOD SLATS r_3l,,,,,SLOPE ANCHOR FOR HDPE PIPE NOTES: 2500 P.S.I. 2x4 TOP RAIL 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. CONCRETE 2'x 2' BEARING AREA. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 24". THRUST BLOCK MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". -SWING GATE, TVP. 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. < 66 POST CD SEWER SERVICE LATERAL CONNECTION NOTES: 8`-8" C:) 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS ----2x4 BOTTOM RAIL M INDICATED ,THE TOP (CROWN) ELEVATION OF THE SERVICE NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYP. 2 METER VAULT DETAIL LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE GRADE (2TYP. GATE VALVE DETAIL TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE TTT �C I OJNOT TO SCALE ---- CONNECTED TO THE MANHOLE. X IQC I 0,rNCIT TO SCALE EWER MAIN SHALL 2. SEWER LATERALS TAPPED INTO AN EXISTING S A BE CONNECTED US v USING A PIPE SADDLE. M 4" STONE BASE AND 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% W ROCKY FOUNDATION MATERIAL (1 /4" PER FOOT 6" CONCRETE OF 3000 PSI z GOOD FOUNDATION MATERIAL 0 AT 28 DAYS, OR STRONGER, 2' MIN X 77 W 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER REINFORCED WITH A DIAMETER OF 4". MINIMUM GRID OF WIRE REINFORCING OR #4 BARS CONCRETE FOOTING CQ CQ zz� Cq %X ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER P A 1 12" ON CENTER 0 Typical Gravity Wall OF 3 FEET. 0" 24"'MIN 14 MI", INITIAL BACKFILL with 28" Blocks 8" SALT A 1 6" DRAIN LAYER No Scale MIN MIN. MIN. MIN. TREATED BEDDING 2 x 4 FINISHED GROUND COMPACTED FILL #68 STONE MARKER 2 CIO C/3 STABLE SOIL ROCK MATERIAL Z ('8_"BOARD FENCE DUMPSTER ENCLOSURE DETAIL Note: SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL k - `QC I OJNOT TO �SCALE 9 1 4 1 W Load Condition A Shown STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND Or (No Backslope - No Surcharge) q� THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF pl� #68 STONE. Move Blocks Forwardl During 28" Top Block Instalition to Engage Shear FOUNDATION IN POOR SOIL UNDER -CUT CONDITION PLUG END OF 1" COMPRESSION X 3/4" MALE PIPE COUPLING C:) Knobs (Typical) MAIN LINE SERVICE LATERAL OR APPROVED EQUAL Q %0-0SETBACK 1.25" (4.0* Bafter Angle on Wall) SECTION Ground Level 5'0'0" z C,2 Lu U_ Ml� INITIAL BACKFILL--\ 4"Ml 1" TYPE "K" UNSTABLE 8" 8" 8" SOFT COPPER MIN, MIN. MIN MIN. FOR USE ON ATTACHED SINGLE FAMILY rpt SAIL -___ #68 STONE RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES, 3RANULAR FILL AS Exposed Free Draining Backfill tc) Extend C1 1x1 x1 TEE APPROVED BY ACSA Wall Wali at Least 12" Behind Waill Height > ---STABLE SOIL 0 C ZSTABLE SOIL 0 R C\K IN LINE WYE -TEE Non -Woven Geotextilel NOTE Ground If Level Fabric (if Specified) 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. U9 > PLAN Ellil 2. NO ROCKS LARGER THANNO WEATED FITTINGS ABOVE THE INITIAL BACKFILL. VARIES 28" Bottom Block 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. C) E -ii Leveling F%t 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED DUAL SERVICE U 1 1" COMPRESSION x 3/4" MALE PIPE COUPLING Perforated Sock Drain IN THE TRENCH. OR APPROVED EQUAL (As Specified by Engineer)) r7"li,,ITYP. SEWER SERVICE LATERAL CONNECTION DETAIL ill _ryP Crushed Stone 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. E "K" Leveling Pad NOT �TO SCALE SOFT COPPER TY INSTALLATION & BEDDING DETAIL r6 P. DI WATER LINE INST NOT TO SCALE (D FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. See Redi-Rock.com for Detailed 4,000 PSI Concrete T r-,-1 Elil 4" .7 SINGLE SERVICE Section Drawings of Each Condition 61) NOTE: Shown in the Design Charts 1) SADDLES SHALL BE USED ON PVC PIPE, CAST IRON LID tai 4' COMPACTED \_#4 @ 12" FINISHED GRADE CLASS A3 CONC. 4" VDOT 21 1 IF30RADE EACH WAY SLOPE: 1/4" 1' 95% COMPACTED DRAWN BY LOCKWING B ALL CHECKED BY VASE J- JOHNSON 12/08106 METER Redi-Roce International, LLC 4 BOX KT P. DUMPSTER PAD SECTION (INLET NILE APPROVED BY DRAWING FILE 9 RE10011 NOT TO SCALE OUTL Pr -4 Typical 28 in Block Gravity Wall.-dw 36" MIN. COPPERSETTER W 0 ---- 4 W SHEET NO. _T _T7 ISSUE DATE 1 NO SCALE OF 1 2Z U) _T COMPACTED VVDOT 21A STONE BASE Ili 1/4 BEND COUPLING SUBGRADE (IF REQUIRED) METER DE PROJECT NO: 10.0030 95% COMPACTED 2" SM 9.5A TYP, PAVEMENT SECTION -SIDEWALK BRICK AS INDEX TITLE: 00000000000 C NECESSARY NOT TO SCALE OOOOO(DOOOOOO TION STOP ,"c 1 00000000000 C 6" VDOT 21A CD 00000000000 'NNCORPORA 10 C) 0 0 CD 0 CD 0 0 Q Q CD C BIC YARD AND END z 00 0 TYP. 28 BLOCK FEDI-ROCK RETAINING WALL DETAIL_ NOT TO SCALE ill �JTYP, PAVEMENT SECTION -PARKING AREA 1 SERVICE LATERAL INSTALLATION DETAIL SHEET NO: 11 OF 11 O K 2 �C t Oj NOT TO SCALE NOT TO SCALE DATE: 03.08.10