Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP200700137 Plan - Other (not approved) Preliminary Site Plan 2008-05-28
CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL or Ccrrsbrook Dr. F Sl TE I 00 °�o Sl —COVER SHEET > S2 - NOTES$ ABBREVIATIONS &LEGEND z S3 -EXISTING CONDITIONS/DEMO PLAN S4 -SITE PLAN uj z S5 - GRADING ANC? UTILITIES PLAN 0 co S6 -LANDSCAPE PLAN S7 -LIGHTING PLP.P•�. S8 -STORM SEWER PROFILES Z Ng S'9 -SANITARY SEWER AND WATERMAIN PROFILES a� S10 DETAILS: Sl I -DETAILS AND, CALCULATIONS �� w LL �w � � W � t E-4 I - C/ or_ r CL DDR PROJECT NO: 70379 INDEX TITLE: st SHEET NO: I OF 11 DATE: 5-28-2008 . SITE DATA & GENERAL NOTES d _j . ABBREVIATIONS LEGEND 2� 5 t:' " � SITE DATA GENERAL UTILITY NOTES .1 I. r- 0 w GENERAL EXIST PROP DESCRIPTION EXIST PROP . DESCRIPTION OWNER (TMP 45-112C1): 1. CONTACT MISS UIIUIIY AT i{$00)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE ARAN ABANDpN(ED) MAX MAXIMUM �'----- PROPERTY LINE Q �,`,�',_�".', �, �1 41k RIVANNA PLAZA LLC CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN e�' v � 11 I x 16° TC TOP OF CURB ELEVATION 109 ROBINSON WOODS SAl1SFAC110N. I ADJUST MIN MINIMUM ADJACENT PROPERTY LINE _� {<i p�.SSAOMAL CHARLOTTESVILLE, VA 22903 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE AND AHEAD MON MONUMENT CONCRETE VACATED PROPERTY LINE I. ® TEST PIT LOCATION/BORING LOCATION REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVES) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE PLANS. . li� Qy1MER (TMP 45-109): . NING E UTILITES NOR THE U11UTY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONGER TH APRX APPROXIMATE NIC NOT IN CONTRACT . BENCHMARKII RIVANNA PLAZA LLC DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTIUTES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO . EASEMENT . . 109 ROBINSON WOODS ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING BC BACK OF CURB NTS NOT TO SCALE --BUILDING SETBACK OP IRON FOUND I. CHARLOTTESVILLE, VA 22903 UTILITIES AND THE PROPOSED U11UTY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. BFE BASEMENT FLOOR ELEVATION OC ON CENTER . . I . Q EVELOPER: 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT _ .. -- = PARKING SETBACK - UD - UNDERDRAIN II RIVANNA PLAZA LLC THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED BIT BITUMINOUS, OH OVERHEAD ' II WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNERS REPRESENTATIVE FOR THE RESOLUTION OF I #® ZONING LINE . --- DRAINAGE UNE 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 CHARLOTTESVILLE, VA 22903 ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. ' m I -RDI ROOF DRAIN . LEGA FFA RFNCF• DEED BOOK 3537 & PAGE NUMBER 057 (TMP 45-109) 1 . 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FlRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BM BENCHMARK PERF PERFORATED ..-m LIMIT OF DISTURBANCE 1I - I DEED BOOK 3537 &PAGE NUMBER 065 (TMP 45-112Ci) 8E INSTALLED ACCORDING TO COUNTY STANDARDS. II BS BOTTOM OF SLOPE PROP PROPOSED _ .. FLOODPLAIN LIMIT SE E - s WER LIN TAX MAP 45, PARCEL N4. 109 AND 11201 (3.321 ACRES) 5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, CB CATCH BASIN PRVD PROVIDED I - TD - TRENCH DRAIN AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: - sz - BUFFER ZONE II MAC•ISTERIAL_ DISTRICT: RIO DISTRICT A. IMPERVIOUS SURFACES: FLUSH CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY ` . " . RMA " RhNA -RESOURCE MANAGEMENT AREA -- w "-- WATER LINE B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. URCSLLC. $�URGE OF BOUNDARY SURVEY, DOMINION DEVELOPMENT RESO CE , 6. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE � CENTER LINE RCP REINFORCED CONCRETE PIPE RRA RPA - RESOURCE PROTECTION AREA - - 4"FP -= FIRE PROTECTION UNE . I "O URGE OF TOPOGRAPHY: B. AUBREY RUFFIAN &ASSOCIATES COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. CL CHAIN LINK REM REMOVE . I I I - _ E ,. 2"Dw WATER SERVICE LIN I 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 SHALL BE 4 FEET. I CMP I CORRUGATED METAL PIPE REQD REQUIRED EDGE OF RII c _ GAS LINE II -FLOOD INSURANCE RATE MAP NUMBER: 51003002780, DATED: FEBRUARY 4, 2005 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 L - OHE - OVERHEAD E ECTR C WIRE II BENCHMARK( S): TOP OF DI -7, STEX=7, LOCATED AT NORTH SIDE OF ACCESS ROAD OFF RT. 29. EIEVAT10N:555.88 THE DRAWINGS. I CY CG -2 CUBIC YARDS RT RIGHT . I I. ATER S RCE: PROVIDED BY RIVANNA WATER SERVICE AUTHORITY II 9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE III a S1fANDARD 6" CURB -- ucR -= UNDERGROUND ELECTRIC . II ACCEPTANCE OF ALL UTILITIES. ' I C/C CENTER TO CENTER R/W RIGHT OF WAY _ CG -3 STANDARD 4" CURB .. . II - RHEAD TELEP OVE HONE UNE III WER SERVICE, PROVIDED BY ALBEMARLE COUNTY SERVICE AUTHORITY PSI N RETE IN ACCORDANCE WITH VDOT CI CATION SECTION 217. 10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL 8E 4000 COCO C SPE Fl - C&G CURB AND GUTTER R&D REMOVE AND DISPOSE GG 6 r off - . . THIS SITE DOES NOT UE WITHIN A RESERVOIR WATERSHED I 11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. COMBINATION t. CURB &GUTTER I -- ucr - UNDERGROUND TELEPHONE LINE DIA DIAMETER R&R REMOVE & RESET CG -7 . . THIS PROPERTY IS ZONED HC AND ENTRANCE CORRIDOR. 12. ALLU71U11ES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST 8E BORED OR JACKED UNLESS SPECIFICAI�.Y APPROVED OTHERWISE OR . - COMBINATION 4" CURB &GUTTER II =cary - CABLE N MANNUM_ BUILDING HEIGHT: 35' NOTED ON THE PLANS. I I EL ELEVATION SQ SQUARE ////// FIRE LANE STRIPING I I 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 II 7II O !-J DRAIN INLET SETBACKS: FACILITIES. FRONT: BUILDING - 30' FROM PUBuc R/w ES END SECTION SW SIDEWALK .4 BE BUILDING ENTRANCE © DRAIN MANHOLE PARKING - 10' FROM PUBLIC R/W 14. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO . I 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. ESMT EASEMENT SWEL SOLID WHITE EDGE LINE LOADING DOCK [ PLUG OR STUB SIDE: NONE -4 . . REAR: NONE II 15. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO EW END WALL SWLL SOLID WHITE LANE LINE . I o CONSTRUCTION OF SUBBASE AND/OR PAVING. . p s BOLLARDS FLARED END SECTION CURRENT USE:_ VACANT 16. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED EX EXISTING TBA TO BE ABANDONED = SIGN II �/ HEADWALL EROPOSED USE: RETAIL/DAYCARE - PHASING IS NOT ANTICIPATED. . ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. EXIST EXISTING TBR TO BE REMOVED F6 _ FILTERRA - - PARKING SCHEDULE: 17. ALL WATERLINES AND SANITARY SEWERUNES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18" VERTICAL CLEARANCE FDN FOUNDATION TC TOP OF CURB PATH RETAIL- (FORMULA: 5.5/1040 SF GLFA) (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS. FFE FINISHED FLOOR ELEVATION TS TOP OF SLOPE SEWER MANHOLE GFA = 14,800 (BUILDING A) + 4,800 (BUILDING B) = 19,600f1.011 3 = 19,029 GFLA �- TRIEE LINE 19,029 GLFA/1000 = 19,029 SF X 5.5 = 105 RETAIL PARKING SPACES REQUIRED 18. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A GTO GRADE TO DRAIN TYP TYPICAL Oco SEWER CLEANOUT �" MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMAINS AND SANITARY SEWER. FENCE DAYCARE: 200 CHILDREN AT 1 SPACE PER 10 CHILDREN = 20 SPACES + 27 EMPLOYEES AT 1 SPACE PER 1 EMPLOYEE = 27 SPACES a 47 DAYCARE PARKING SPACES REQUIRED 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACORDANCE WITH NATIONAL ELECTRIC IF IRON FOUND UG UNDERGROUND C STIONE WALL WATER VALVE &BOX 153 TOTAL PARKING SPACES REQUIRED {6 HC + 1 LOADING + 146 REGULAR SPACES) CSE` IS IRON SFT VESCHVA. E&S CONTROL HANDBOOK �`W 153 PARKING SPACES PROVIDED (6 HC + 1 LOADING + 8 DROP-OFF + 138 REGULAR SPACES) 20. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON ----•--- RETAINING WALL -t FIRE HYDRANT PLANS. LA LANDSCAPE AREA YDS YARDS LAND SCHEDULE PRE-DEVELOPMENT�SF) % POST-DEVELOPM NT (SE) 21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. Q STREAM %POND /WATER COURSE WATER METER BUILDING(S) 383 4.3 32,100 22.2 14 LOD LIMIT OF DISTURBANCE ui (n4 PAVED 18,823 13.0 59,872 41.4 22. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, CO --- .. - - DE.TENTION BASIN 0 WATER WELL OPEN 125,413 86.7 52,647 36.4 TO MATCH FINISHED GRADES. LF LINEAR FEET W ��- g ui LT X - LEFT - SILT FENCE OGv GAS VALVE _ GENERAL CONSTRUCTION NOTES (PART ONE)LI I �_ U U-) Ef-+ - UTILITY 312 CONTOUR OcM GAS METER F -J � 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE 1- 1= O W CONTRACTORS COORDINATION RESPONSIBILITIES OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS ARV AIR RELEASE VALVE MH MANHOLE '. ,., - X01 INDEX CONTOUR SHEET NO: 2 OF li DATE: 5-28-2008 1 OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. . . 0 ELECTRIC MANHOLE 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMIT'S REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE EM ELECTRIC METER EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASE AS THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLEUNES OR STANDARDS WHICH ARE ASSOCIATED WVI I 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE .PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE CO ANO CLE UT RIM RIM ELEVATION I I I I I I CRIOSSWALK. LIGHT EASEMENT TO OR REFERENCED IN THE RECORDED EASEMENT. INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. CN CABLE TELEVISION SAN SANITARY ACCESSIBLE CURB RAMP + POLE 3. THE CONTRACTOR I5 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. DI ',,, � ,� DROP INLET SCC STORMWATER CONVEYANCE CHANNEL {�,;1• 0 TELEPHONE MANHOLE . 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 HAINDICAP PARKING TC] TRANSFORMER PAD 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ACHIEVED. DIP DUCTILE IRON PIPE STM STORM VAN -ACCESSIBLE HANDICAP PARKING ENGINEER FOR CLARIFICATION AND/Oft DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT NIS/HER OWMI 6 PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS ELEC VAN ELECTRIC STR DRAINAGE STRUCTURE UTILITY POLE RISK. DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT +MIH PROPOSED WORK HAS BEEN FHA FIRE HYDRANT ASSEMBLY TSV TAPPING SLEEVE &VALVE °. ° CONCRETE PAVEMENT /SIDEWALK GU POLE ` Y 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WI1N THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. COMPLETED INCLUDING UTILITY POLES. FM FORCE MAIN UP UTILITY POLE � RIP'RAP 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE I REQUIRED BY ALBEMARLE COUNTY CODE. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. o mwmmm� MATCHUNE 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINIED 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART F&C FRAME AND COVER W/L WATER UNE E7771NE1W ASPHALT . FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS 1926). F&G FRAME AND GRAZE WM WATER METER . GRIASS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. I NOTES: 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. GENERAL CONSTRUCTION NOTES (PART TWO) GT GREASE TRAP WV WATER VALVE EC -2 BLANKET MATTING 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. LIMITED T0, 1. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL GV GATE VALVE 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, ( UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT CONFORM 'TO THE LATEST EDI11ON OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND 6"V 6" VALVE EC -3 TYPE A ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH BRIDGES. GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST HDPE HIGH DENSITY POLYETHYLENE SHALL BE INCLUDED IN BASE BID. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, i - - - - EC -3 TYPE B AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS. INV INVERT 10. CONTRACTOR SHALT 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. SHALL 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS LAT LATERAL AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD . 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN RECREATION (DCR) 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 GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE VSMP 4. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF RIVANNA WATER & SEWER AUTHORITY (RWSA): GENERAL WATER & SANITARY SEWER NOTES REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTION& MATERIALS, THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HAL" THE UFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUC11ON SPECIFICATf14N AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE', 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, NO. 200 SIEVE. SELECT MATERIAL 2. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE START OF WORK. . 14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, 5. ALL FINISHED GRADING, SEEDING AND BODING SHALL @E DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). ORDINANCES AND STATUTES. PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 4. RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 15. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTiLIITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALT. COORDINATE UTILITY SERVICE DISCONNECTS WITH IIHE STANDARDS 6. CUT AND PATCH WORK IN EXISIIING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY S 5. IS ALL WORK SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE-INS 'TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WORK SHALL BE CONDUCTED ON 0 TED RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE 8Y RWSA IN WRITING W7TM AND THE PRESENCE OF RWSA STAFF. NO I UTILITY REPRESENTATIVES. AND SPECIFICATIONS. . I . . GENERAL WATER &SEWER CONDITIONS 7. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUSTF BE PRESSURE TESTED PRIOR TO CON TO THE SYSTEM. CONNECTING REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. . R COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COU RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 8. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND 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 COWRECT. THE CONTRACTOR H 0 SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SIHALL IMMEDIATELY NOTIFY THE ENGINEER OF . . CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT R ALL MES, WHETHER 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS ASND SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE . SHOWN ON THE 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. WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GIRADING OR FILLING SHALL BE PERMITTED IN AND STRUCTURES AS NECESSARY.1. GENERAL RAY, NOTES THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. . 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTRON I1. SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CO C 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA., GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITIION AT NO ADDITIONAL COST TO THE OWNER. 11 AMERICANS WITH DISABILITIES ACT AND WITH STATE AND _LOCAL LAWS AND REGULA'110NS (WHICHEVER ARE MORE STRINGENT). 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 2. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 10. IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTUtRAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. BACKFILUNG THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGUNE OF THE EXISTING PIPE WILL BE REQUIRED. . 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-$00-552-7001). 3. SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. 11, NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILUNG AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS -CONNECTION TO THE PUBLIC WATER SYSTEM. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 4. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE N O KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL 8E RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 5. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC 6 RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT SHALL HAVE A RAILING INSTALLED PER COUNTY REGULATIONS. 8. VALVES ON DEADENO LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE . 14, TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. LINE. . I ()t 0", E "' 4 d _j 1-1, �Q cO�1 s>.a ( 0 2� 5 t:' " � 10� E ZS .� N m `= .1 I. r- 0 w . - N _C i ' W I (D I 0� Q �,`,�',_�".', �, �1 41k I 1 4."- 144 ��� 0 „'; �A 10 e�' v � 11 J /p _ 1 C TODD M. PHILIPP I_ic. No. 22869 _� {<i p�.SSAOMAL ��� a li� m w x w v Q m 9 0 _ m n w z m O a W W z 0 iu co it b z I o p i ID o_ 2 4 z a 9 �" a z LL Q z 14 C -13-i ui (n4 065 - CO N W N z Q 0. 1 � C) W ��- g ui Z � W � m m tt�� W H I �_ U U-) Ef-+ w I � 0 6i F -J � F- 1- 1= O W n U DDR PROJECT NO: 70379 INDEX TITLE: �. S2. I - SHEET NO: 2 OF li DATE: 5-28-2008 1 i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SCALE: 30' 30 i PROP. p i - .. FENC PVC W_ 20 STM DRAINAGE E SEE E r � W EASEMENT L 5j°" `` . W t'o i Wp �LIH ,0�. W REDt-ROCK G _ RETAINrN { W� e L E77 DO �` /J y 1 ! B O !i t_ 2ol l � - Q - 54' � I — N W 16 -- U = Y I O 4 C? � 2 X 1 N I N _ I "'X22' DUMpSTER PAD W/MASONRY WALL ENCLOSURE, SEE DETAIL I DATE: 5-28-2008 W °mm CL ER, w 1 1 o ; PROP. p i - .. FENC PVC W_ 20 STM DRAINAGE E SEE E r � W EASEMENT L 5j°" `` . W t'o i Wp �LIH ,0�. W REDt-ROCK G _ RETAINrN { W� e L E77 DO �` /J y 1 ! B O !i t_ 2ol l � - Q - 54' � I — N W 16 -- U = Y I O 4 C? � 2 X 1 N I N _ I "'X22' DUMpSTER PAD W/MASONRY WALL ENCLOSURE, SEE DETAIL I DATE: 5-28-2008 SHEET NO: 5 OF 11 DATE: 5-28-2008 O, O S I�L — I R0DYNIC ARA TSR `,, INSERT / +QP - t i a� PLANT LIST r Q TOTAL (�E 21- AG T5 /;'' QUANTITY KEY BOTANICAL NAME COMMON NAME CALIPER HEIGHT REMARKS CANOPY (SF) CANOPY (SF) �AND�CAI IZ QUIREMENTS �---a ,..� G SHADE TREES � INTERIOR LANDSCAPING: 13 ARA Acer rubrum "Armstron 'Armstron 'Red Iola le 3.5" 57 74 t 3 8 GTS Gleditsia tnacanthos'Shademaster' Shademaster' Lccu t 3.5" 481 3,848 AREA REQUIRED: 0.05'47,372 5F = 2,369 5F + 3 QPP Quercus palustns'Pnn Teen' 'Prin reen' Pin Oak 2.5" 34 102 QUANTITY REQUIRED: i TREE PER 10 PARKING SPACES LU ARA i 35 QP Quercus hellos Willow Oak 2.-1 41 9 14,665 153/10 = 15.3 TREES REQ'D \ ) l; } . ORNAMENTAL TREES�— GT eJ 12 LG I La erstroenua indici Tlatche= Natchez' Cra emyrtle 6'-7' 77 924 10- ICN AREA PROVIDED: 23 Trees = 9,637 5F ~ } / BROADLEAF EVERGREENS LU._ .. • .� • 21 AG Abelia randiflora'Gonfetti' 'Confetti' Glossy Abelia 24" 14 294 QUANTITY PROVIDED,: 23 Trees (I 9 QP)0. LLJ � 1 14 ICBC Ilex crenata 'Bennetts Compacta' Com acta' Holl 24" 1 6 1 824 H.D .. t ,H II ' -2= O ICH Ilex crena a e en Hellen' Holly 24" 6 320 Q (JJ 71 [CST Ilex crenata 'Soft Touch' 'Soft Touch'Holly 24" 1 6 11.36 j TOTAL AREA: 1 6 GS ex labra 'Shamrock' Shamrock' Holl 36" 23 1403 REQUIRE • I 59,872 5F = 5,987 5f" 0! �'+ Q 0 6 IP Ilex'Patnot' 'Patriot' Holly 6'-7' 44 264 DDR PROJECT No: 70379 12 LCS Loro etalum chinese'5uzamre' Suzanne' Chinese Erin e Flower 24" tVA N/A 73 MPDD Myrica cerifera'Dons' Dwarf" "Don's Dwarf' Bayberry 24" 44 3212 PROVIDED: 29,838 5 INDEX TITLE: AREA P D• F _ I O I PLOL Prunus laurocerous'Otto Luyken' 'Otto Luyken' Cherrylaurel 24" 10 1 0 1 0 r� a OT fOT -- UOT ... i1tiT UOT .- =— tNiT ' s - _- t: a �� UGT — `. nom+ CONIFERS �(� j�� �~ 5 JV Jurn ecus vir iniana Eastern Red Cedar' `J�✓N�y+ ��'S I—ANDSCAP REQUIREMENTSS6 ORNAMENTAL GRASSES 2 - --------- 4 CAKE Galama rotes acutrflora'Karl Forrester' 'Karl Forrester' Feather Peed Grass I Gal. WA N/A INTERIOR PARKING LAND5CAPING: L 64 JC Jum erus cNnesis'Ex ansa' Par50n'S Juni Pei, #3 Gal. 3' O.C. N/A N/A QUANTITY REQUIRED: I TREE PER 10 PARKING 5PACE5 Total Canopy (SF) 29,838 26/1 O = 2.6 TREES REQ'D SHEET NO: 6 OF 11 Note:l _.. __...... i _ 30 0 30 60 90 _ _ _ AREA SCALE1' 1 . All plantmcds of trees and shrubs shall be allowed to reach and be maintained at mature height. The topping of trees is prohibi ed; shrubs shall be pruned nvnimally and I = 3, I i 7 5F . 1 }t — �O, only to suppoirt the overall health of the shrub. _ - _ QUANTITY PROVIDED: 9TTrees 6 GT5 + 3 LG " - t _ _ . ... .... _ . _..... -_ _ ........ . _ c ) SCALE: 1 30' DATE: 5.2$_2008 12. All shrubs along the Entrance Corridor shall be maintained as a hedge. ; Luminaire Schedule .. I 'fid a! ¢� r( I 901ML-U9bEY19IOn r et cord Option TCW (yMM) - TCB (Blick) - ALL POLE MOUNTED FD{TURES ARE SHOWNAT 20 FEET ABOVE FINISHED GRADE' /). Symbol Qty Label Arrangement LamersjLL F Description 9 A SINGLE 33400 1.000 SMR403MA 8 B SINGLE 33400 1.000 SMR404MA 4 B2 BACK -BACK 33400 1.000 (2)SMR404MA 7 C SINGLE 3200 1.000 I W1220FS KTEM42S If: KECLER'sI 1.1. y - . _ --' - . -u > 0t Numeric Summary .. I 'fid a! ¢� r( I 901ML-U9bEY19IOn r et cord Option TCW (yMM) - TCB (Blick) - ALL POLE MOUNTED FD{TURES ARE SHOWNAT 20 FEET ABOVE FINISHED GRADE' /). olm 11ottyil-1 'SPB&ckp IXcable only Stantlpsrtl ealMded lenglH:3H. ALL FIXTURES SHOWN MEET IESNA CRITERIA FOR A FULL CUTOFF CLASSIFICATION 4 -' .._ _ � r p H 0 't m Avg ALL POLES AND FIXTURES SHALL BE DARK BRONZE . i , V I MaxlMin Paved Arca FC at Grade Illuminance Fe 5.53 27,2 . . I a - 54.40 . 0I Fc 0.07 . . ! 0 N.A. N.A. i FC Beyond Prop Line at Parking ® 0 . .e 0 Fc 0.03 Numeric Summary L- 6,6U. stem. Opilon . ����--•• 9'fA $TM60 STAeb: W'ig XtI OD. T Ptlo }Or: 11 PM M s }-"'Y1250S STMBo STA6o: Ig %Se1a0. •-' F ,, -STM'1 ).ttosl lengtliado $, b (m sll -o 5Th) Ntl sl ed lengm to a d M datl exlornzl! ce,NogC max.120' (Tap sze-)/4 IP$1114.1� Sttsoenslon power Cord Op, on SPW (Wnl(e) Not,;-- SPB (Black) 901ML-U9bEY19IOn r et cord Option TCW (yMM) - TCB (Blick) - 1flPsrmy 3118%361" P er du'ith 1i 11a1ln1�dory ad14,tM MaaGle. 31185ptalpower m-tl Mati.277V olm 11ottyil-1 'SPB&ckp IXcable only Stantlpsrtl ealMded lenglH:3H. Label CalcType Unita Avg Max Min Avg/Min I MaxlMin Paved Arca FC at Grade Illuminance Fe 5.53 27,2 0.5 11.06 54.40 FC Beyond Prop Line at Grade . Illuminance Fc 0.07 9.0 0.0 N.A. N.A. i FC Beyond Prop Line at Parking I 1111'minance . Fc 0.03 1.6 0.0 N.A, N.A, Bldg B Drive Loop FC at Grade Illuminance , Fc 4.39 9.1 0.8 5A9 11.38 Proposed Adjacent Lot - Illuminance - Fc T. 26.0 0.0 N.A, N.A. \\ . . \ � ., t . - 0� �. \ ," I_ 4.<„. . I . . ! d .. . I I � .( ff/ \ / I f0 i .... . ©. I' o - ° 4 I ti J CJ - k ` . CJ ! : :O k O •O k o 'O k •' _ - _ . I ('� . 1lRRJ4117� �j.', ,20V ntlettl fadcN (Reser io tobr Chan) •Q - - d i� j G..... k G' 'G x• G G k G _ - a�Y�i W/ e1e eta ae.d� e .. O ( k " O - G k ' G, k QI LU witag. Woc:fl�. - HT' n ww its EM628: Clamp l42Y✓) f J ,• ',.. _ . ❑ "' ,S,a h EME.Hery. ,r� - - - ❑M100 ..� Fo(dhe,wim rPease (l�y' P8:' 'Lae. % 'I : Q I O . , k G • r - - - ' - Fi42 sPeckywm,caRab" number. �eKTJal bink - R - - ED - U k o. k o O O ■ 17P ❑PNif 120 Flwto can. X ROt ;'O k I C%'I j •G! k - O :- •O'Y� LU ❑ M150 fl. I I CK __ t 1 0 ; f�]7� +p r� 'o 0M174 ❑F757 - O BZT: &ok¢ ❑'PN2: 34]V.ph tP cel,. a a - ! k }. I • G - - i!. G O k - j t/ •G. k •( - �" J • ❑r31iT PIeniUmgreY ❑i>s QUeRtWm eseMy k RET TW,720 • ® ❑ecTcydmalat 1.111 V _ 1 •O RETAINING d ; o ,.. o k o .•o..... k' O :•o k o - .. . ® power.., f .. _ •O . k O ! _ . ' k - ❑ wlzzos. ❑ ozsov ❑ONT:Chempagne doge: ayamraavw, - - ), „ c i' ..'... O._ ;' 1' 'O '' k' - O - ' W122dL H70 ❑MST: htabo silvol . @taridby relay. k •v..� _ WALL.-- - - /f •f O - H100 ❑ F228 ❑ 2]JV ONT; Forest reon .. 'F I ` e., A .° k - .._,.-G.. ' 1 '..Q :;' k "! •e/ /X _ O' •Q x Qk :.... _ J �/'� ❑H760 ❑347V .. 'g' EM.opibnel batterYteat switch Arid �' ,t( .. - fl k G 's•] :. - ... • � - - - .. ' . - j M ❑ FS32 "' OOHoneiMkra - d , - , . fl k I ` 'c� �' k - G . p'ib, IamP u@NMeI'�etl ramoteN. Tom• - _.... .. x _ Q ' .. - .. - M-I-i CampaeNiuoreaaerH ❑Cs: coelom color. (See Pag0llUJ. i _ . _ - - - i•-,,� amenEallaet12rL2T7 ❑GALRAItcdor i ,r _.,._ �:°d ' • ' .r<yp "O k ex/o o k o Q k Q Qx Q�1AA7ualabkO'34]VRo aPee{N) - ...1 k V/ ° / \ f,f +I s B -� 'fl ` :. k fl. r 'Q a'r •fl lr . ,Q fl. (Lamps by others) r - d .. . \ r I. fl x 4 O. O x O 'O k O 'o x O !' mIP,..m � M �rt�. y � �\ d •o k o LUMINI$IUSAI-3558NW53,d CAun,Fort Lauderdefe,FL3WO Tet:954.717.4155•Fex:954'.71].4t67 Web:wYm'.It,,amm i •,,U "'•.......�„ _ : 4 t i : fl' O ,x - fl •fl k U : x ! -- 'I - t�-� LUMINIS Casalol•87C8r,h5 kl).0,0.0.G•C...e.H982.t5 Tollirea:688,40,.8989 S."2om.Pev.%b•]ao7 fl - - - fl - - - i; 11 F I } .Q k p O k O O x O cn m t�III17Q t F i _ k N Ox O •O k O O k w I I �' '` q o k. cb�ED _ x o ® © x o o O ' ' I � 3 Q M O o x I ROC o o r d x O k °,. < f O k O O O Ox . d i :. NI X k RETp( P+G �:'fl O k 0 _ .. - /, t� u O G: W k„ O O x O Q1. k 6 I k ,r k 13 ,� 1 ✓ AL. A o x o O x °.4 4 1: zxt�re C i fl r x fl k D -- - -- L2 ht �'' 1 } k. o k o x o I k __.. _... _.._ _. __ -. _ ., .- _-__-_.--_ _ __. _..-_-_-_..--. __-_,.-_.__ ____.__..____._ - kj X' / X "'/;.'��! - ! - .. - O , %��. % �, I , , / , .Q S% NOT TO SCALE 'IfI `� .r x ( _ ��.. o' o o Q /rte I I r k f L B a a % C _ - -_ �% k ' LU691 k 1 77 k v� k. _ k p / O 1 , •Q A `i •� ,t� fk 'f k k O k _ o "i •O k k B r- t.7` �- �< r J k O x B X - ®� O O /';' O (> I •O k 'O jk s k k k ; t/1 L U M N f S SYR IOS a_1 i "� \' s k I Jk r� O � " X O �k B -- ' ! . , I / " L ' I I . . I I %911 � . I / I 11,13 i i'-ro,n i X. 01 • f �x v� ... k � Q k ' CS �� Q01 , 7 � L...-- . 36' ( . • X ' X fl �- 1a- O X . ,a,( L 2812 )c $2 Q x 10 6 p 10 x \_ . 1 d v� v k •6` x r� t 2 C : �, f ; A 912 2112 i fl •t_p �X !Gp k B2 ,s 1S swivel caping man, wim 5/e' W2112'a shepherd.-APA2.1112 Dia. APsri'la Da. - "'.,�. X /� k \41 da X3619 awminum alam. wiNnara alum nma a nt,. snaph9ia lammom alae an Pn aa' nafnpcof _ '37 Q F k O O •., - 411.1-11-111---1. dpadaPtofellowingtocUtsl t .Ith cataml' was pole Wnt. ,oPmw,. ac9st F I �_�"., .T �11k `-9 k /� 'lr -/ „ _' _ -_. _ r� lengthMtlta (Ma is over astendtvtl ntl gd'vanlzad sled (EPA:1.12, lemmumt¢P¢n to fit wlN w••, • - 1, IX n •v �, X V/a /1 f ^ _ 4"octagonal box ulm 312'CIC hdes) ountkrgpls'.e 3314'1)pde .Q I O ' :` '\ k- •v k 01 'w w / ,�V/ (EP :- •a., X ,� .._-_-.._.-'.� •� X jam. X •lT O j 1 / _i ',:. 17314- (-16. i-ib"� :. Y,� 1_,. �k j:, s �x , (/ - B :' 9 ti° 14 t2' t,r lk 'j k \ i ' f� k 'j k f .. ' I Power sUPPIY _I 8112. Pacer >'1rPPIY •fl : ' " •lT k O k ••Y , k \\ - - I s � - •fl k seri :ii k '0 \� ._._� k - s% c -.;:;j., l •o o , � .'�. o 1. , D�.j ° .. X •� ,\ l (I k � x v ,ACA2•i xs-eA,aaea .AcwarxToAnrddd -T2-rxT' tied APO i- a.budad :O Q •� k �.'% �_._, 'D.. -'. \' Js .n _ O' 2 .......M D@v[arm pole hiWnhng sum num Oavt 11 - ,I g 1u nbi wall - 't s'Lmnem naeo 010 k ^ - adapiademgnatl IO lllwiM 4,05 atlaplor wlN cast el covers straight edaptIX wdn cant. mWnhng a¢aighladeptaf �/ �/ - X •� `/ 1 da. des.irL tlla,X 45°siandard and 9a,Yan zed dted mounbnG alum num oavp antl (EPA:1,3) ik \ \\ i4*0 N I ! \�,�� I r natvPai alainless steel rod support Plat . ire di ..1461 standard gaNa', ed ated mW fmg •Vi k � ' k ' I \ 'k ms k - ® C Z '4 - r � t � � i I (EPA:1.58) ,,font staniass sled rW suPPdi, - Pla,e. - - 1'1'x- I 1 63J Com alible oles -listing. 'O (� X k % � R f •� k - /r. ,.__. V; ri X k �,_D /Ty �1 - - �qy i Post Stle mount \Mih APA2:attachment accessory . 0 11 •� . G '� k •j i k - 't� \\ •�' 'k �,r/ • '`✓ G'7 NTYO:uenllnq Pde . t '� I F• - .. __ _ 1 d"0A. 5"D.O. d"O. D. 4"O.D. halght \\ ) -,,I , / ;( / �' ,,..,: '� i' J„ _ /%��(}�./, PAA410APA PAA 57 PAPA -. - PXD1b,APA 10n \ r - f ,old ° X 1 •ate �vh k \\ X 'o k /1, k �" r. /7 I PAA412-APA PAA512APA PC0.12-APA PXDIZAPA 12f1 G t •� �_ AC �1 `•' k / _ _ _ ���tys�l ( PAA414APA PAA514-APA PCAid-APA PX014APA ib,i �. -- / •�• k �..' ��� Z N to' ((((['II PAA415APA PAA516,APA-PCAI6 APA P%D16APA 16 ti 'fl _ •� t k r� X f \ - 36e11mstenwmACA2aUol,men, IJ PAA418 APA PAA518 APA PXDt&APA 184 � � v n � b �' - ' � � k k li' () k ` •� '� . fl i� ♦ - - / j v _` 24'eAEnslOn wild APA2k APG2 aeaUMehl - I - v O /I W �' ) - 1 - - I - PAA42PAPA PAA526APA P%D2PAF'A 20 H. / n O .!'\ r 'r ,,o k t k /O •f jt •..+k 'i:� - . I Post SCo,mount l"Ih APG2 attachment accessory fl 1.E 6 .•b .� ,1 v . ` / • k 1�.,•, 'Q / '�'A,,* - - - OALPdehdght PAA410APO PAA510.APC PXDIPAPC 10 it ` v `� v .. v' •� s ® k k i l / pY' - - 1 - - I - - I v a ss (12-14a 16n, PAA412APO PAA512-APC PCAI2-APC PXD12-APC' 1211 n v ^r ,% k _ , f"d Posttopmwnt -1 r PAA414 APC PAA514 APC PCA74APC P%D74APC 141t v r / ° \' 'v .v ° v } v 'k `• I X ['> I _ k - _ _ _ Q� 'tJote ,? § PAA415 APO PAA516 APC PCAI6 APC P%DIGAFC tett \ • - - I: fl y° , r n > e , a v O 0 } •� •i iii , 0A_ VI 1d' PAA418-APC PAA51&APC .... P%D76.AF� tE tt �.: I I - ' ' 'C s e.. Y m t av n, v °. X 37 •Y'vs k - - - -I PAA62p-AP0 PAA52PAPG P%D2C-Af.� 20tt fl __.` I 's _ - - I _ - (/.e _ .. e,J ,%, .. e . _ PhD POA PCA PAA PoslddemoUnttuilh APSaitachmentmcc ory - • r I - - 0 . •1r •a PV p Pde Pole 4 tt I v . Y V� 0 .t� ' ` X style style style si Ie PPA IPA PAASi0A1 PCA10A PXD/PA 10 - ., i . v s„ . °1 1v .. ° I V k .�' x . r° : Y EA PAA512,Ai - PC0.12 A P%012•A /2n - - - 1 - - - - .. PAA414: A 1 I \. I I i I p' ° r. v G e - - PAA514-A1 PCA14-A P%0,4A 14n. fl I / v e •" PAA416A � r t - PAA515A1 PCAtEA P%D16A 151, I s s o \ 1 w PAA4t8.A PA3�A/. PX018.� 18ft •� i I I I s > v 6 g / _ _ 9 r'•/ L,i� )�.i S v :: /LI PAA42PA - X I I i _ PAA P%D2a A ZO- O _ I I . I re. } fl Psi sitlemcunt-vNth ACA2 attachment acces501y - I � _._.._.. _.-.._.__ I _:'' I a' / >s °.'v `:"i jk �~k - I . - EE. - P OPOSE+D I I I ,r. ,�� x °: RETAINING WALE SCHEDULE: 0 - PAA414 ACA PAA514 ACA PCAtd•ACA PX014ACA 141( fl f'� '.T T - - - �CJ _ PA_A416 ACA-P_AASI GAC0. PCAt6 ACA_ PXDi6ACA .....1_¢il _ I I ONEI, l 0R 1 1 \ I I - ' - 1 k j /` �, °. .° k ® k - �" - - 11 1) - PAA41&AGA PAA518'.ACA PX018-ACA, 18ft. l ! „_Q_\ I JPAA424ACA PAA520 ACA ..-._ PXD2PACA 20fl h I _ I I d I I t \ - / \ �.�`� .. ^._...'� _ �k Q _.___-_ ..__ k - TYPE A - R E D I -ROCK ] O R A N . -.l For pcies details and sFedficetlon, Please reser to Pages 140 to 144 - fl _ _ - I �`� 1,L --PRO Q •� '. 1 LDING 1 I i - -- - - - - - - ---- --- - - .Q i,ONE' TORY k ,( \ / MEAN TOPCOATI It I�*__I oLUMINIS(USA) MMbJW53rdCoastFOrtLaLderdale,FL33309. Te1954.71Z41M. Fe:r:954.X1].4157 Web: wwwWmlv�a.aan " I_ - .WITH MEDITERRA _ LUMINISi Canadal•A7CBiu.nswid 0.0.o.00.Ce.Md H9a2J5 Tdlfwe:M8401.6999 9epL2Qp0 1laprgb pv - I , 1 _ % 4 800. SF - I '� I ; BRICK RETAINING ,',, x,/r - ' 1 .( . k ''�'�' o � '.e '. - I - 11 - -- -- ® -- i i 1 I 9UILD&C-I D o k\.\ o q ' PE "B FIELD BRICK; HAR i I I ( I I WALL=" 1! � '� �, TY �k I I i 1 4 800 i �x � x I S k Jx k r X Ol ': P Q ``� ° `,. T: WASHINGTON ANTIQUE i i I I 1 I I I i k a a o x t, k o I 1 1 1 I 1 i 1 x .- �k \- E D X627 F /� I - x FLASH 1 7 7 _ i I I I 1 - I - 1'� •V� 1 .eo t\ x '6� x .. �.. j `i (i rztt L Li ht Fixture C I 1 I I I �II i 1 � �; �� a11.11? o � u /. �L j 1:4 _- __-. -- S7 NOT To SCALE o 1 ► I i 1 I It I I , '� . . 8 �,/ ; ,, _3 x 11 1p ' % �. I s x °� o o / = BLACK METAL SAFETY RAILING &_4 � V i 1 I i i I ° I ° "�! f k 11 I x; ,x C°x `; INSTALLED ON ALL WALLS THA ,� Q \ d `� a, 1� ,/ x11 -� , I OUR FEET IN HEIGHT I . .Q �% S . k ( [� + op 0- j x • k 6 x � Ik � If -� SYRIOS Ax % .+ .j LUM �NI-x �a , x �+# %Dn Slone celllna adaptorOption SW45 45h ggstr ght bell lye. la 518 d svapens Stam' Up10 $845 /,f 451h "bight tial) ulyal' 9 spenskeslen: SW44 5848 - kih aCadpfa plassfor W72'JJS ,l J.., L- 6,6U. stem. Opilon . ����--•• 9'fA $TM60 STAeb: W'ig XtI OD. T Ptlo }Or: 11 PM M s }-"'Y1250S STMBo STA6o: Ig %Se1a0. •-' F ,, -STM'1 ).ttosl lengtliado $, b (m sll -o 5Th) Ntl sl ed lengm to a d M datl exlornzl! ce,NogC max.120' (Tap sze-)/4 IP$1114.1� Sttsoenslon power Cord Op, on SPW (Wnl(e) Not,;-- SPB (Black) 901ML-U9bEY19IOn r et cord Option TCW (yMM) - TCB (Blick) - 1flPsrmy 3118%361" P er du'ith 1i 11a1ln1�dory ad14,tM MaaGle. 31185ptalpower m-tl Mati.277V olm 11ottyil-1 'SPB&ckp IXcable only Stantlpsrtl ealMded lenglH:3H. a'wlree.hq0. Efd42t Ea42 Pllcatila when vsng opticns .tI,.W00 EM242 EM242 PIId1. Cis CIS Safety 9usoenalon cable OVeraillenothchange: Optfon. ST6 opron; 87M2 Sa ¢ty tl .1 o.Mcable I- PI 'n 'm mquare h ge loll sP skin lehglh fro �a'reatdl gm. C� bort i1 16 b d - YIX' 2:1'. go,"' �p {{yy tled W 1.91h b Moh., E%' STM272 (Seared to buildng s4Udure) -I - '© _ P Y k O ;+ %_ I I-} ;�_____1' ° vs'�X f °.7? - 3. Q\ t I •V' -, -; k t9 ///�jQ - x k - \ JJ J a \` . ,W'y i�'f _ �'-T',�.. --... - :,,_ . . - . , _.�.'.,_ 7.:__�.. Jk I \ �, , - 11 ...._ .. -- �4 9 . / `- . k , e . .,: ,. ': L O1 I -.. .. le . . . _- . y .. _ .. _- .._ _, ; ; _.__ -_ - _ r lila mer •a.r o ..rte a �� a. �. e \ '-I v"?'--. ' . a % ° °- d 6 - I T S -.._._. „ : 1. O O O Ch � 11111 o o o ' o wY �o O . 0 1;1, 1. o � - '. .,, 'O ,. °..Y N, • •_.. •o . J1:. k-_i . . e . . , - -. Q _ ._.- o . , .., . 1. O O O O _ O O t O ® .O -a, 11 O '< O O O O < O ;( Q � O Q Ouartz lemo restrlka ouanz lamp rest ik op,lon: QRS Option: 09 O O' O O 0� � p � . fl• I O �^ �< O O� O ' O O � - _ ' %.,tz r t k t dby i- p Flt. C2 rtcla P k t for external r Wh ......... rn ! I ( t rad, It 120Vem rgen yppwerl qrt Q •< O •fl `� ® 'fl n •fl O - _ �,% III rg0et po arya, rtz S p at0120Vd Q also dng!a - P ylth P eg s e dlmrding 1� dad o O o O o o, o o SEIIIINOLE TRAIL o 0 0 0 0 © )-i Urrtll full H I D Ilght output i5 ait.t 00 W DC b YOnot type. Q 'Q ,\ Q •Q _ _ fi produced (Lempla tlnGuded.7 1r - X.100 pC bey I type. Not Applicable with CFL lamps. (amp la t n W4dad.) O o< o` o o` STA TE R /} o 0 0` o �= . ' 04, Not Ap0l calve 'ih �FLlamps. 111 fTE 2� Q 1- v/ I� O ��� 'O ). V o'` o 0 1, o o` o VA�IBLE fgDTH'PICHT UP WAY ® " of o �mettlencV bettetV back -Up EM42 wlring EM62Swldng\ fl I- .. .. No.: •fl O .Q Q •Q x •O ): O •O O .o L1.I �_ EM42/EM429 rror BI.K EEE at ,. . . Q� .Q .. ;r - fl - •O .Q Y _ _ Q fl Q' •O \ - I - � - - - LU _ OnafOmp.. W, EM42* 11*H is ? fl _ yr - . .. "n%wahInteepp ) - - O 'fl ,x O - 'O k O - 'O x o 'O O •Q O - - .. - O LLI 26 450 Ln>tis. - - ... EM Ballenwr,ng - a L, I_,_.,.'_� al switch and pllort - - - Q 'Q ,k Q • - - - 32w $761 ns. dlagram,or1.24Y veer$, f• wrrT IIgM. - 'fl o •fl 0 •® •fl - fl °Q ,. - - _ .. _ .w TZ 42 760 Lmn0, fa<IM'C1.*1 on. _�b *°' _ .. r"el 0 O .. O• - Q )< I O° _ 'O ); O •Q , O" Q , O'' _ - nma' 90 M4�[s a2o¢]]v /r a D - EM42* 1. *UpplUd . fl �` •Q r O Y7 - O °O O' O O< - - - - � - . .e!emA2ov (r n wx«n with nddHlonlrt wiring 7/-�( , _Q 'G Not Us0 0l E 9 rybeEery BquireSPedoild CCM i.3..i- °f tOf eMernal remotely O • fl O • fl , Q V t 'Q O 'Q O (`✓Vt) - 8ntl�eg Ifo testi gi . @co clopp Ilan. Ore',ge12]]Y InefallrM t9ot ew Hch - - - - (pleeeerelert_, iadvra9fnslrUctions. i� Pt nusedl d7 .. endpflottight.- Q• •Q O S; fl •Q - ' :! - O` 'fl flr •G - /'%' O• •Q Y Q _ _ . For 57W 70w, E-Snla ole test swilnpeakln 0_M tion, fl •fl Qf •® •` `�' •O •' O - - - - - - - - (Remo,elnatalanMpnlNCglalitraotgt}• 9 p. ( sd1 ) 'O �O 'O < 'O DDR PROJECT NO: oy Q o Q ® o 0 0 00 .0 0 ` 7079 INDEX TITLE: 0 0 o O 1< o a 1< too Y •U o o 'o ®, . .O O 'fl o .O O' 10 .31► . imnnra(crweal Bradfalmprew,naraso li uadwiG¢m u�io, - ." /% 'Mi 0 •/j . 0� 1 LUMN,S[ USA] -3555 NW 53rd Coun, FM Lauderdale, Fl_a30 Te1;951.717.4155 F-954,717,4157. w,1,u w.luminlj. n - LUMINI9.IC..dal'87C6NnewICk D.00.0,C.Cenada H982)5. Tdffree:W$A0,,6999- Se,X2993 dAN20o@ - - - . ® _ " I � I I I � I I � � S7 . - . I � I I I I � I I I I 11 � � I I I . � . I I . I I I I I I I � I . � I . � � I � I I . � � . I . I �. . . . . . I Li ht Fixture 'C' SHEET NO: 7 OF 11 I - ---._ - - - -- - - - -'--- - - -- ._._ 30 0 30 60 90 S7 NOT T_ SCALE SCALE: 1" = 30 DATE: 5-28-200$ V1 LD -204 Stormwater Inlet Computations EX DC O `o Sag Inlets Only A A L ' C F�-i-i A p � W co N �` v L N Z Ln O U Q N () Q t (q N X @ U U C N C O -2 U C t= W Fn = U U tr r3 U cn C� C� 2 (D 0 ►-°' C� C� U D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 (ft) (ac) CD (in/hr) (cfs) (cfs) (cfs) . _ ..._.._ . / ('1') ('/') ('/') (ft) (ft) (cfs) (cfs) (ft) (ft) cn (it) ST -13 DI -3C 8 0.22 0.90 0.20 4.00 0.79 0.79 0.016 0.0219 0.005 0.083 6.76 0.19 100% 0.79 0.00 0.19 0.5 0.38 6.76 ST -1 3 DI -3C 81 0.22 0.90 0.20 6.50 1.29 1.29 0.016 0.0219 0.005 0.083 11.37 0.21 100% 1.29 0.00 0.21 0.5 0..42 11.37 ST -14 DI -3C 101 0.30 0.85 0:26 4.00 1.02 1.02 0.016 0.0287 0.005 0.083 7.94 0.20 100% 1.02 0.00 0.2 0.5 10.4 7.94 ST -14 DI -3C 101 0.30 0.85 0.26 6.501 1.66 1.66 0.016 0.0287 0.005 0.083 12.43 0.22 100% 1.66 0.00 0.22 0.5 0.44 12.43 ST -16 DI -3B 8 0.26 0.66 0.17 4.00 0.69 0.69 .0.016 0.005 0.015 0.083 6.25 0.23 100% 0.00 - _ LATERAL z ST -1 5 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 -1 5 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 -17 DI -313 6 0.14 0.62 0.09 4.00 0.35 0.35 0.016 0.052 0.021 0.083 1.46 0.12 100% 0.68 ST -1 8 DI -313 10 0.55 0.62 0.34 4.00 1.36 1.36 0.016 0.083 0.021 0.0$3 2.9 0.19 98% 1.33 0.31 0 0 0 0.00 ST -7 DI -3B 6 0.22 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 ST -21 j Di -313 8 0.36 0.76 0.27 4.00 1.09 1.091 0.016 0.049 0.036 0.0831 2.61 0.19 99% i 1.08 0.01 01 01 01 0 ST -40 DI -3B 8 1.16 0.77 0.89 4,00 3.57 3.�i7 0.016 0.015 0.030 0.083 7.75 0.34 99% 3.53 0.04 ST 20 - DI 3B I Match throat length of existing structure 9 i i _ ............ . . _._._. _ ......,. _ :...... _ .... 3..... 1. I . _: __ .... _... V1 EX DC O `o A A F�-i-i A � W co N Ln 570 .... PROPOSED GRADELU _ z CD 565LU . _ ..._.._ . / cn APPROX. LO fi I ION EX F0 L� .ELEVATION UNKNOWN .. .� 560 PROPOSED I - I ;_. MIN. �... �_. L -; _ - _ LATERAL z SEWER SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE I- FRAME & COVER fill_ AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS w _ _ SEE FIG. S I D E �.N N�> INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE z_ ( , ) STREET SURFACE OR _ jeQoz - LATERAL PIPE SHALL BE AT LEAST 0.2 HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED NON-PAVED AREA .}.� 0 n s m m } SLOPED AREA -� a) " - m TO THE MANHOLE. O cn v -, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE� -- CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY SEALTiTE", v OR AN APPROVED EQUAL, 3000 PSI CONC. BASE 1'-0" MAX 0. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" 2' MIN C _0 cn PER FOOT) BENCH SLOPED TO FLOW f1 2 �0 REMAINING BACKFILL SHALL (D 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM C CHANNEL 1 /4 1' MIN WEDG-LOK TYPE NOT CONTAIN ROCK MATERIAL ��' DIAMETER OF 4". �v a,D RUBBER COATED STEEL Q 36"MIN LARGER THAN 6" IN ANY 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER STEPS OR APPROVED DIMENSION .E Q .0 OF 3 FEET. 1 o EQUAL CAST IN PLACE 3 -0 MIN 24„Mi SALT j A / PRECAST REINFORCED INTIAL BACKFILL*,.;' TREATED 1 -�"' 8 MIN (6 LIFTS) 7 2 x 4 BRANCH CONCRETE SECTIONS 12„ MIN EMBEDMENT * T FINISHED GROUND 12„ . 0 RING SEALS a 16 MAX " THOROUGHLY MPA OUGHL COMPACTED MARKER ° BY HAND OR APPROVED �' �►' MINIMUM ELEVATION SPRING LINE o +� a OF PIPE MECHANICAL TAMPER �, o DIFFERENCE ACROSS M.H. 5" 4'-O" 5; HAUNCHING 0i4� 7��j _ �����Q, o FROM INLET TO OUTLET N0. 68 STONE - �� �;�'► 2' SHALL. BE 0.20 FEET. BEDDING 6" max �I I aCONCRETE-,_° VARIES 4" -min PLUG END OF I o l DEPTH OF FLOW FILLETS MAIN LINE SERVICE LATERAL CHANNEL TO BE FOUNDATION (SHALL BE 5° (Max) SECTION 3/4 (DIAMETER OF _�, REQUIRED WHEN SOIL �EN`Ty afi CONTRIBUTING CONDITIONS ARE UNSTABLE 0° (Min) - , SEWER. a: , . ° ALL PIPE} 12,> FLEXIBLE CONNECTION NOTE: A FILLETED INVERT FOR A SMOOTH ° WITH STAINLESS STEEL ALL CONNECTIONS TO TRANSITION OF FLOW BETWEEN ® TODD M. PHILIPP BAND EXISTING MANHOLES SHALL INLET & OUTLET PIPE SHALL BE v �• BE CORED AND A FLEXIBLE PROVIDED. -MIN. 6" BEDDING NOTE Lic. No. 22869 . CONNECTION BOOT -c> NOTE W/ NO 68 .STONE 1, OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE r{` � INSTALLED o BACKFILLED ENTIRELY WITH NO. 21A STONE: 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE 2. FOR DUCTILE IRON .PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED �S!ONAL ANG\ 7� SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS: IN LINE WYE-TEE AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE STONE SHALL BE PROVIDED PLAN EXTENDED OR NON-EXTENDED BASES. 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" ao 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED sa -' VARIES BEDDING OF NO, 68 STONE INSIDE AND OUT. TYPICAL MANHOLE PLAN SHO WING m 2 BRANCH TIE-IN TYPICAL MANHOLE SECTION - _ - -- --- - - - - ---------- -- - -- _ SHO WING BRANCH TIE IN S1 O NOT TO SCALE LU SEWER SERVICE LATERAL CONNECTION NOT TO SCALE - - S10 TYPICAL SEWER PIPE INSTALLATION IN TRENCH NOT TO SCALE S10 ` NOT TO SCALE S10 ® 3" of SM-9.5A ca Existing Lanes (Width Varies) - TURN LANE 6" VDOT 21 A (WIDTH VARIES) z - c�-n I y_ w I 5 1 a w Sidewalk SPX' ci Z z w LU 2 0" SM-9 5D Class A3 Concrete Typical Paving Section w� 1/4" : 1' SLOPE: 1/4 1" 6 Parkin Areas EXISTING PAVEMENT SECTION - x _..___ ..._. 4„ __ ._._..-.-..__-. MIII 1 Existing Pavement . � ' � � 10 BM-25 S1O NOT TO SCALE a6" PIPE VDOT STD UD-3, to be 6" AGGR, BASE MAT � >n ERIAL TYPE I SIZE 21B Placed when Grade ,,ANCHORING METHOD, DESIGN AND PLACEMENT T(S B6 WIDTH VARIES - 7 1.5 I---- .� DETERMINED BY THE PROJECT DESIGN ENGINEER - - -_ _ - 3. SSE STANDARt2RETA�101FOR PIPE iN3TALlAT40{1 /-4,000 PSI Concrete I Exceeds 3% RECOMMENDATIONS COMPACTED SUBGRADE 4 t� 7.5 & .VARIABLE AGGR. MA . 6„ MATERIAL % 90% COMPACTED � TYPE I, SIZE 21B Z z j VDOT STD. UD-4 UNDERDRAIN b (TRENCHED AFTER SUBBASE COURSE IS IN PLACE) COMPACTED SUBGRADE #4 ® 12" Cn NATft7E 4„ VDOT 21A 95% COMPACTED EACH WAY A 1 Q Typ. Section for Rt. 29 Southbound Turn Lane SOIL SECURE ANCHOR STRAPS IN THE "II ' VALLtRAPSI THE TIE DOWNS _ S1 O Not TO Scale Ur-,YCORR9Tii` NB _ PROVIOD BY i {� ` 0-tIVE SOIL - _ -d4 OTHERS.�E - Typical Paving Sectio 1 _ _ _ - tii ..: Ir"""► le- UNDISTURBED INITIAL tl - EARTH. 7 Concrete. Pavement & Dum sten Pad SNl71At BACKFILL BACKF&L 5 S1 O NOT TO SCALE Z O 7t ' WRAP I� BEDD)NOCLASBI - •- ... ��, -� - _ - .�� U_ 11A7ERlPt.ONLY- SUITABLE 4 - FOUNbATK)N - - Concrete Sidewalk BEDDING -- - .=? -.�-i 4" _ 3000 PSI Type No. - SUITABLE.- FOUNDATION - - i. ,•.1{•r - .:jCI•-rlt1(i - g - - - Cstalo No, SiteMaster Roadway Series •` a Job Name Horizontal Lamp Cutoff Luminaire Natural Mat Finish AF „ . APPLICATIONS 6 D MAX • Building Perimeters, Parks, Recreation Areas, Parking Areas;, J - „ - Roadways. Outdoor Sales Areas, Sport Courts, outtloor 7 4 VDOT 21A Areas SiteMaster Roadway series CONSTRUCTION TOP RAIL Precision dle:castaluminuinhdusing, 1FlzurePerPole .. - 2°x4°xVARIE' -"'� • One-piece fully gask od. die-cast aluminum Ions frame. - Foacaxte Ga'(e[.0•m - 0i0 li'tw gHeigra - L..� T Section (`^\f P {(� Construction and gasketing prohibit dust, rnokabre• and bug : - ntm;mtar w 4 Muayym nn.,,ra,aaws c4Ps uwrm" P13 Typical i c a 1 P avl n ((`y{' tom/ VV t 1 0 _ entry, - ..Jj� MjY'Y O'e kta+N9l ,las mrC, O�x wMralrt2 rademu•s (achz^9m'I mandt9 tc'jit. _ - _ F-Li _ �/ p rg Tootoss entry Into housing/lamp chamber vra dooMens S'M b I v.@rsrcrrn.a,y:mhm x,nc roclangefmnlu ANCHORING b flame fact. 86w NPs 14 co1VMA zt NN9Neg! fi o 12 t5' :x - • Corrosion resistant Durapiex II Bronze polyester powder .: z : soa' TPs .zs iowrdA .a4. Faaa- ze ,a 1n as .44 PICKETS -- _ - -- 8 Concrete Sidewalk Ougo lnls. ,vi -'" _ T H _ - 107NIN5.E0' t09Nl4.9M1 .15 26 (-LEGES Optional designer liriishas aJSilable. See Inside Back rover n S 1 O NOT TO SCALE baeVN 6 ,.« _.. 150 to 400 Watt WA) ° - - x72" .5'O NOT TO SCALE L EaccEinICALbg, y�8,.x3,. �1 1 ELECTRICAL 100 to 400 Watt (LX) High Pressure Sodium '� 1\ "i W Porcelain spring-loaded 4KV pulse rated socket-mogul b« � Z base.- SMR,S_Nl%L HPF CWA ballast • 14a' LuleoasWEo `t '35.5' S7.3cm 16,on)Lia-as £I rtriral components mounted to hinged ballast tray. I tow 3. Hyl. - ryp 11 DFvm. BOTTOM RAIL }� i ' 5(arting temperature: LX(HYS)40' F/-40'C, jf' - � - .. - - MA{MH)-20 F/-30"G ( 2'•x4'WARIES._.. /�'� II 1 Flxlue Per POIe 1 Hxl re I e P E 0�•,/ • Pulse Start compatible. See chart in the Energy Saving - is. ..au a.i a ,1- FbosaMx car t - ,,; ,,,, -',,; , INCLUDES r -t >� � ��s:m vM _.:._.. oncxrcwwatrns :, - T _..._i - STEEL CHANNEL -'-- i-+^�t OPTICS un �.�.�^' -- --- n4tap,0arraM gran- u Ir .a�;c:-- s.; ... a�sta msy harvzy..a. _:._. • One-piece hydroformed anodized aluminum reflector, j5/��z�m: ! T I I : - POST ./ �� pt my - 40p`:`J HPS 10 4.WM8 TA" Type 1 rallector Inctuporete..5 segmented Inserts. -T TBScm 41 2:-0.1 HPi .55 2i0W t✓11 .60. � �� } a �, I a Sow Ann .32 17swn1N .41 4"x4"x119" y �� - - 100VJ MA. Types 2 and •3 optics require reduced cuter �z'f t{i•-i 1, 2'- HOLE 912E 4 -_.. _ Jacketed 13rnps. , � s +z -11 MOUNTING 2T69in 43 Lam �- -'- r OM.a MM.vrxg Rv�ix Ffl CfOfy irl$Lalle(i dIC-Cast auminUnl arm. 62m 152cn1 2•-'7. 25un .62` la- � r�� ;,, . ... na. ...... W • Ann contains integral wiring/splice chamber via side access. T `^✓" +' 25cm - y .4a" i.�m - cn,a. uasnvw T iµ; _.... --- - _, to Cla, Flrn ?9 • Key slot. design provides one person installation and Inveliug. 'De ' SMh4wtx sM.e4o41.w vrx Iw-am io as 33' 35 to' Harms-tree wiring. „MR4ozLx sMFnozn^n •, Lu400 Marc..- US 1.4 1.0 73 .`5 LU400 1.1H4u)W 3'-11 3i4" 3'-11 3/4" s . n-nC(� i�r (;�; WARRANTY/LISTINGS '10" 50.rXlntanen5 otu,en. - waeowr.m., :Pt 000Wne�, r`.I i/W l D - -'"- - s!da Ta aid. Levolln Dri1Hn Template 30' hAount H t 30 M lit - ",-----` f r - UL 1598 listed for Wet Ioi,at,ons. g g rgWp dTnnAv' Forwdrtl 17,r N 30 r.AW C Hyl JO Mor rt 1! 1 CORE DRILLED' P(1sI \ KIE-TAI_ EPA 1.5 sq.rt. lr1,u Dls Tyr,I oi.r iP, v n Published five year IimiteA warranty. - - - E- RAILING POS 6WePaPI 4•MAX Ii01 r � OP710NS&ACCESSORIES-SEE ENO Of THIS SECTION, - 2FdNr P. PM Fi00 Deg. 4F'Nrx Papa ., ,.4 vn.. - un a_ w V ____ .- v„ nal aw wi L Toe FINIS r( „ ORDERING GUIDE EXAMPLE: SMR154MA-1 M1,N CONCRETE .,L"� i i,n iEf ED o � S F R6+/ERSE SIDE. .: _ P x..rt ti INN :":6 i -_`. _.I 1 , � i• j--1 4 EMBEDDED PV/ 3•=• '� ,v< '- '� •, 'v,7 ,[ 4'MAX \. "! __.__/. l c. FT EPDXY I IE #•:. aI�, a SMR r ;vr. s _I �_ I I- l ;o }} T ! DIA. 4 a - EMBED DEPTH+1%2" .:. a < a Prefix Wattage Distrillimition Source t, -- 1. 7j -6 d - WfAmL:t-$MR403MA .. WMA v - TYP 4 1/2"' - 5MR i5=150(E/9i/E028) 4 MA 6coo I'onslaws 1=120 LU40D - 1,H400/U LU400 l.% SMR403pAPA SMRhO]1X 51ARl", 6i _ ° _ 50.00 nlHacAO Lu4uo _ rH4wN 1 2 TYPICAL PVC FENCE DETAIL '� ` '� d 17=175tEBT/ED29) 3 and of the section 2=208 60.Qo0 Lumens so,14 Wmens SCONE Ina 3q,CYg1 � so 000E enz 140001 n i 30' M C H t. .0 l III Hqqt _ L d 26=2501E7�TlED29) 2 ]•240 rype III LlsUib. 7YPe III0`114. '30 a . Hgf. 3U' M t Hpp��1 30 M l Hql'. 30 M . Hqt f 40=400(ED/eT29)I 4=277 Type fi Dlso-ib V,. fl D;l�ieb. Type III D s riU. T", rl0 _viT. SCALE :1 /2 = 1'-0 - i- a' ' 5.490 (j'�� 10=100(ED7ET23.6) 4 'Lx A_120-277 cC�- S1 V °, _ _ - 75=150fE0(ET23.5) 3 - ProtlUct InfOrri�6libn IS 9ublEcf, - 6A� � _ Prlidu II for dl Is eub)ect' ' 4 �•• 25-250(EDIET29.5) 2 \•a ...•.. c.....,r to changewilhaut notica. Ell to cha�nge�lv�ithout n�(I�Ce. .. • ,Rca, kea Els? !urpe"YpeeanN $ o LI r �Ia..1� �� 0 LU 6 /LVyL NOW 1AFT4 ' -__, ../ OST WIDTH„ro5 a M EXPANDING O'RoU r + 1 MIN f i 1 DDR PROJECT NO: 70 SEE Li 1tit Fixtures A B and B2 379 MOUNTING l _-f i DETAIL _ MOUNTING DETAIL S1 O NOT TO SCALE INDEX TITLE: (_� METAL SAFETY RAIL .DETAIL sto S1 O N.T.S. - -- ---- -- ---- SHEET NO: 10 OF It DATE: 5-28-2008 OXX" MAT'L NOT .TO SCALE _ . __- OUTLET INV, ELEV, XXX' o (? z LU OUTLET PIPE INLET FLOW KIT £LXX" MAT'L DISSIPATOR SECTION A -A LD -229 Storm Drain Design Computations Route: N/A Proj: Rivanna PlazaLU County: Albemarle District: Rio Description: Pipe Calculations o From To Point Catch Runoff Inc Accum Tot Tot Tot Up Dn Pipe Inv Pipe Pipe Velocity Flow time Point A Coef AC AC . Te int Flow Inv Inv Len S Dim Cap Inc CONTECH STORM SYSTEM (ac) (min) (in/hr) (cfs) EI EI (ft) % (in) (cfs) (ft/s) (min) W w S11 NOT TO SCALE 1 2 3 4 5 6 7 8 9 .10 11 12 13 14 15 16 17 c i 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 .0.22 022 5.0 .6.81 82.20 552.13 551.55 81.0 0.72 42 84.79 9.18 0.15 ZI 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 0.00 0.00 0.22 5.6 6,65 82.20 54$.94 548.10 107.0 0.79 42 87.35 9.18 0.19 w 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 z 0 LU EX -2 EX -1 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 -1 8 ST -17 0.55 0.62 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 -1 7 ST -10 0.14 0.62 0.09 0.45 5.1 6.78 2.90 554.50 553.80 .36.0 1.94 15 9.00 4.15 0.14 PEAK r -LOW OUT(5EE NT PIPE 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 (see NOTE 4s ST -1 5 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.$9 6.0 6.53 6.95 562.50 561.60 96.0 0.94 18 11.03 5.36 0.30 STA3 ST -12 0.22 0.90 0.20 1.09 6.3 6.45 8.20 561.40 561.20 18.0 1.11 18 11.99 5.80 0.05 I --I WIDTH REE801_49SINLET ST -12 ST11 0.00 0.00 0.00 1.091 6.4 6.44 8.20 560.90 559.60 68.0 1.91 18 15.73 5.80 0.20 �,'.+� z . - LENGTH (SEE NOTE 2) FRAME AND AND crIINOER CENTER Or COS BTRVCTURE. 0 •� .. - - COVER SCREEN ANO SUMPOPENINO INLET PIPE (see WATER QUALITY - ` 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 (see NOTE d) NOTE z) , :' PLOW OUTLET P+PE 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.$8 24 33.60 6.13 0.04 � (SEE NOTE 4) A INLET A - = - - - 553.30 553.16 7.0 2.00 24 34.66 6.13 0.02 / ' HY SR ST BY 0.00 0 00 0 00 1 71 6 7 6,35 14 46 ST -BY MH -1 0.00 0.00 0.00 1.71 6.7 6.35 14.46 553.06 552.93 11.0 1.18 24 26.62 6.13 0.03 E-+ "° " _� MH -1 EX -2 0.00 0.00 0.100 1.71 6.8 6.34 14.46 549.43 547.57 106.0 1.75 24 32.42 6.23 0.28 z OUTLET ORIPICE PLATE (IP ReaUIRED) EX23 ST -8 0.31 0.90 0.28 0.28 5.0 6.81 1.90 569.15 568.56 8.0 7.38 12 9.67 3.89 0.03 s secnoN B-8 ST -8 ST -7 0.00 0.00 0.00 0.283 5.0 6.80 1.90 565.00 562.00 55.0 5.45 15 15.08 3.61 0.25 D.C. Eq 5TEP5 ALTERNATE PIPE 72'1.M MANHOLE PLAN VIEyy ST -7 ST -40 0.22 0.85 0.19 0.47 6.0 6.53 3.12 560.09 556.90 57.0 5.60 . 15 18.15 4.26 0.22 W LOCATION STRUCTURE (See NOTE 4) r CONTRACTOR TO GROUT TO . EX -1 0 ST -6 17.77 0.84 14.93. 14.95 15.0 4,79 71.51 570.31 569.50 94.0 0.86 36 73.06 10.6$ 0.15 � FINISHED CRAOE - ST -6 ST -5 0.00 0.00 0.00 14.95 - 15.1 4.77 71.51 568.40 - 567.37 .70.0 1.47 36 80.87 10.68 .0.11 z STORMGATE VAULT - PLAN VIEW 1 GRACE RINGRIseRs ST -5 EX -8 0.00 0.00 0.00 14.95 15.3 4.75 71.51 566.77 565.66 65.0 1.71 36 87.23 10.1 24" O FRAME AND COVER (5TO) FIBERGLASS ST -21 ST -20 0.36 0.76 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 W E'" - GRADE RING SEPARATION ('y J m'P) CYLINDER dINLET ST -20 EX -13 0.32 0.90 0.29 0.56 5,2 6.75 5.65 576.37 572.01 191.0 2.2$ 18 16.51 2.80 1.14 E,.J� EX -1 3 ST -33 0.43 0.85 0.37 0.95 6.0 6.53 6,06 571.79 570.48 63.0 2.08 24 32.63 2.36 0.44 E -I PERMANENT �} ST -33 ST -32 0.00 0.00 0.00 0.95 6.4 6.42 5.97 570.38 569,78 60.0 1.00 24 22.62. 4.14 .0.24 B �P°OLEL B ST -32 ST -31 0.00 0.00 0.00 0.933 7.0 6.2$ 5.97. 569.68 569.33 35.0 1.00 24 22.62 4.14 0.14 .� 1� �-I r t4s ST -31 ST -30 0.00 0,00 0.00 0.95 7.1 6.25 5.97 569.23 568.85 42.0 0.90 24 22.62 .4.14 0.17 a"� ----Uj �1 °r _ ST -30 EX -1 1 0.00 0.00 0.00 0.95 8.0 6.05 5.97 568.75 .560.66 132.0 6.13 24 .22.62 4.14 0.53 _ - ouTLEr PIPE EX -25 ST -42 0.75 0.75 0.56 3.56 5.01 6.81 3.83 564.10 560.50 28.0 12.86 15 23.11 4.61 0.10 C~% }_ INLET PIPE 0xX•MAr` 2'-'" ST -42 ST -41 0.06 0.90 0.05 0.62 5.1 - 6.78 4.11 560.00 559.00 16.0 6.25 15 16,15 4.61 0.06 - OIL BAFFLE . O W t6`3' 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 3.57 0.42 r�i cn + n. 5TORM6ATE ADJUSTABLE SEPARATION '' WEIR (SEE DETAIL 1/2)SCREEN z ST 41 ST -40 0.00 0,00 0.00 0.311 5.4 6.69 6.25 558.60 556.50 151.0 1.391 181 12.381 3.57 0.70 ST -40 EX -21 1.16 0.77 0.89 1.20 6.1 6.50 17.19 555.41 554.41 98.01 T.02T 241 32.231 6.711 0.24 DDR PROJECT NO: 70379 STORMGATE VAULT - SECTION VIEW (:E )I CONCRETE DIMENSIONS WILL BE -- SOLIDS B CMCE PROVIDED BY THEPRECASTERNote: Flows shown for Riser to ST-EX1 reflect routed flows from Keglers SWM Facility, INDEX TITLE: SUMP PRIOR TO INSTALLATION - SECTION A -A 020D6 CONTECH Stormwater Solutions �I - %_ � STORMGATE VAULT HIGH FLOW BYPASS DRAW NO 229 CALCULATIONSsit STORMWATER .--..�, PLAN AND SECTION VIEWS 1 S11 o UTIONS� si ANDARD DETAIL ,� q HYDRODYNAMIC SEPARATOR cCntachetormmter.com DATE0912W05 SCALE: NONE - FILE NAME9GVr•DTL - DRAWN:MJW CHECKED: ARG -- - - - - - - SHEET NO. NOT TO SCALE 11 OF 11 HIGH FLOW BYPASS S1 DATE: 5-28-2008 NOT TO SCALE