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HomeMy WebLinkAboutSDP200700126 Plan - Approved 2009-11-14MINOR SITE PLAN AMENDMENT FOR HOLLYMEAD TOWN CENTER, AREA C, BLOCK 9 TAX MAP 32 PARCEL 41 R RIO DISTRICT, ALBEM RLE COUNTY, VIRGINIA l TMP 32-41 H1 Storage Manage7wnt I, LLC DB 1837-111 THIP 32-41 �: DB 1921-423 Joseph W Wright & Use: Self-Storage David Turner i DB 462-187 Plat ....................... s2 -41D1' - - - _ rin, LLC i r BLOCK C7 TRIP 32-41P BLOCK C9 1 POST OFFICE LAND TR ST TMP 32-41R DB 3265-73 POST OFFICE LAND TRUST DB 1661-116 i DB 3265-73 r BLOCK C8 r TMP 32-41Q 1. POST OFFICE LAND TRUST DB 3265-73 I 1 1 j 1 I Timberwood Blvd `t TMP 32-41D Variable Width POST OFFICE LAND TRUST public R/W j OPEN SPACE/POCKET PARK DB 3265-73 ; CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION MR Q4� Q roc A''rpo rt Rd j eiy, �� _Proffit Road - d low O,. VICINITY MAP S 1 - Cover Sheet S2 - Notes, Abbreviations,. & Legend S3 - Existing Conditions/Demo S4 - Site Plan S5 - Grading & Utilities Sb - Landscape Plan S7 - Details M r . O vOO 441 atc pLTH OF �cc) TIMOTHY RAY FILLER a Lic. No. 30542 o esSIONAL A T`, Z z O V] 0.' A z ;:25 W z AC E N C) CL O (04 O W �Z M .E EY/ O M r . O vOO 441 atc pLTH OF �cc) TIMOTHY RAY FILLER a Lic. No. 30542 o esSIONAL A T`, Z z O V] 0.' A r m 0 w w x U U m __ H W W W O 0 DDR PROJECT NO: 70M INDEX TITLE: st SHEET NO: 1 OF 7 DATE: 10-24-2007 z ;:25 W z W C) o �Z N ~ U O A ui O_ ~ U � H H- O W w a v7 r m 0 w w x U U m __ H W W W O 0 DDR PROJECT NO: 70M INDEX TITLE: st SHEET NO: 1 OF 7 DATE: 10-24-2007 This plan is in conformance with ZMA 01-20 (Ana C) application and proffer lr HEIGHT,MAXIMUM BUILDING 2 Stories Per ZMA 01-20 CURRENT USE: Vacant EMOSED USE: CanmsrcW/Retd PARKING REQUIRED: 4.5 Per 1,000 GSF PARKING SCHEDULE, SPACES PROVIDED: REGULAR 213 Told HANDICAP 6 LOADING 3 LW crHEnlu P PRE -DEVELOPMENT (SF) X BUUNNG(S) 0 0 PAVED 0 0 OPEN 147,668 100.0 TOTAL 7T,6a6 w SPACES REQUI ID: 123 Total Spaces (Including Handicap Spaces) CONTRACTOR'S COORDINATION REStONSDILITIES 2 Spaces SITE DATA & GENERAL NOTES POST-DEYEL.OPMENT (SF) ABBREVIATIONS 27,252 LEGEND 94,280 63.8 26.136 SITE DATA i4T.w Tw 0_ m .0 � ._ > O, M to o� to Ooov GENERAL UTILITY NOTES .��ti'� GENERAL 'S'tc EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION Pat Office Land Trust 1. CONTACT MSS UTIUTIY AT 1(BDO)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND U11UTES MARKED. THE ABAN ABANDON(ED) MAX MAXIMUM PROPERTY UNE x 125 TC TOP OF CURB ELEVATION C/O C.W. Hurt Controcton, LLC CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRiOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATiSFACTION. ADJ ADJUST MIN MINIMUM - - - - ADJACENT PROPERTY LINE x 12' BC BOTTOM OF CURB ELEVATION P.O. Box 8147 Charlottesville, WOW 229M 1 THE LOCATKNNS, SIZES, AND TYPES OF DUSTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE AHD AHEAD MON MONUMENT CONCRETE - - - - - VACATED PROPERTY UNE x T 2s FL FLOW UNE ELEVATION REPRESENTATION ONLY. THE 000 OR IT'S REPRESENTATIVES) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE (434) 979-8181 PIANS. THE UTILITY INFORMATION SHOMN DOES NOT GUARANTEE THE ACTUAL EXSTENC& SERVICEABILITY, OR OTHER DATA CONCERNING THE APRX APPROXIMATE NIC NOT IN CONTRACT UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTI ITES MAY BE PRESENT THAT ARE NOT SHNOWIN ON THE PUNS - - - EASEMENT _ x 12° EOP EDGE OF PAVEMENT ELEVATION L M& R EFFQF Q DEED BOOK 1181 At PAGE NUMBER 116; DEED BOOK 3285 PAGE NUMBER 73 POOR TO 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 CONIFI RM THAT THERE ARE NO INTERFERENCES WITH EXISTING BC BACK OF CURB NTS NOT TO SCALE BUILDING SETBACK x 12 SPOT ELEVATION UTILITIES ANO THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. BFE BASEMENT FLOOR ELEVATION OC ON CENTER TAX MAP 32. PARCEL N0. 41R I MINIERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT �--o-- PARKING SETBACK x 125 TW TOP OF WALL ELEVATION THE WM CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED BIT BITUMINOUS OH OVERHEAD UMSTERAL • Rio District WITHOUT DELAY BY THE CONiRACTOR, AND THE INFORMATION FURNISHED IN WRITiNG TO THE oNINE1iS SENTATiW FOR THE FIESOLU7KIN OF N' • • N� ZONING LINE x 12'ew BOTTOM OF WALL ELEVATION THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR BK BACK PE POLYETHYLENE SNllJBCF OF BOUNDARY SURVEY: Dominion Development Resources U.C. A00171ONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. TEST PIT LOCATION//BORING LOCATION BM BENCHMARK PERF PERFORATED OMIT OF DISTURBANCE 4. ALL HYDRANT LOCATKIIS TO BE APPROVED BY THE N.BEMALB.E COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE M BENCHMARK SOURCE OF TOPOGRAPHY. Louisa Aerial Survey BE INSTALLED ACCORDING TO COUNTY STANDARDS. BS BOTTOM OF SLOPE PROP PROPOSED FLOODPLAIN LIMIT ION 5. RIM ELEVATIONS FOR DRAIN AND SETMER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES. AND MANHOLES, CEI CATCH BASIN PRVD PROVIDED 1P � IRON FOUND THIS PROPERTY S LOCATED IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. AND OTHER SUCH ITEMS, ARE APPFROIMATE AND SHALL BE SET/RESET AS FOLLOWS: - 13Z- BUFFER ZONE -FLOOD INSURANCE RATE MAP NUMBER: 51003C0140D, DATED. FEBRUARY 4, 2005 A. IMPERVIOUS SURFACES: FLUSH CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY " ` RIMA - - - - RMA -RESOURCE MANAGEMENT AREA - u0 - B. PERVIOUS SURFACE AREAS`. ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. UNDERDRAIN Top or DI ST -55. Elevation: s40 44 8 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 RPA RPA -RESOURCE PROTECTION AREA """""` „'" m DRAINAGE LINE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS CL CHAIN LINK REM REMOVE WATER SOURCE: Provided by Absrna % County Service Authority - RD - ROOF DRAIN SEProvided by Albemarle County Service Authority 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON CMP CORRUGATED METAL PIPE READ REQUIRED - - - - - EDGE OF GRAVEL THESE PLANS AND LOCAL MUMCIPAL STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET. SEWER UNE THIS PROPERTY IS 70NFD PD -MC 4 ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON D CONK CONCRETE RET RETAIN EDGE OF PAVEMENT This plan is in conformance with ZMA 01-20 (Ana C) application and proffer lr HEIGHT,MAXIMUM BUILDING 2 Stories Per ZMA 01-20 CURRENT USE: Vacant EMOSED USE: CanmsrcW/Retd PARKING REQUIRED: 4.5 Per 1,000 GSF PARKING SCHEDULE, SPACES PROVIDED: REGULAR 213 Told HANDICAP 6 LOADING 3 LW crHEnlu P PRE -DEVELOPMENT (SF) X BUUNNG(S) 0 0 PAVED 0 0 OPEN 147,668 100.0 TOTAL 7T,6a6 w SPACES REQUI ID: 123 Total Spaces (Including Handicap Spaces) CONTRACTOR'S COORDINATION REStONSDILITIES 2 Spaces POST-DEYEL.OPMENT (SF) R 27,252 18.5 94,280 63.8 26.136 17.7 i4T.w Tw 1. THE CONTRACTOR S REQUIRED M OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 1 ANY TIME WORK IS PERFORMED OFF-SITE OR W17M AN EXISTING EASEMENT, THE CONTRACTOR S TO NOTIFY THE HOLDER OF SAID EASEMENT AS M THE NATURE OF PRG>P09ED WORK AND TO FOLLOW ANY GLNDLELNNES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR S TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION. ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERFiY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EUS1% CONTACT ENGINEER FOR CLARIFICATION AND/OR DIECTION. INTERPRETATION DETERMINED ED BY CONTRACTOR SHALL BE DONE AT HS/HER OWN RSI(. 5. THE CONTRACTOR S TO VERIFY THAT THE RELOCATION OF ALL EX197 G UTU7ES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SKGUGE REQINIIED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FIDS THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECFICA706 THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS B. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQU111EME117$ F A PERMIT EXISTS 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SKINS. TRAFFIC SIGNALS k 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 SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS. AMD SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OMAR 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMPj GENERAL CONSTRUCTION PERMIT (CCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A CCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLOW 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 DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATI N% ORDINANCES AND STATUTES 15. EXISTING UTILITIES SWILL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL., STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES GENERAL WATER & SEWER CONDITIONS i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICALS AT THE START OF THE WORK. 2. THE LOCATION OF DUSTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN. ARE ONLY APPROOGMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND ONES 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 'MSS UTILITY' (1400-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PPE, OVER THE CENTERLIE OF PPE THIS INCLUDES ALL FRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. B. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. C" J ocVN�j C y � m E N 0. 0 O 0_ m .0 � ._ > O, M to o� to Ooov p4/Q n=........-p vv .��ti'� 'S'tc o�,*� p l T H GIF TIMOTHY RAY FILLER Uc. No. 30542 -o �7 S70NAL THE DRAWINGS. CG -2 - TD - TRENCH DRAIN CY CUBIC YARDS RT RIGHT STANDARD 6' CURB 9. THE CONTRACTOR S REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEIMARLE COUNTY SERVICE AUTHORITY TO SECURE CG -3 - s"W - WATER LINE ACCEPTANCE OF ALL UTILITIES. C/C CENTER TO CENTER R/W RIGHT OF WAY STANDARD 4' CURB 10 All CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PS CONCRETE IN ACCORDANCE WITH MT SPECIFICATION SECTION 217. CdtG CURB AND GUTTER RAID REMOVE AND DISPOSE CG -6 - 4" FP - FIRE PROTECTION UNE co COMBINATION 6' CURB & GUTTER 11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FRE HYDRANT. DIA DIAMETER R&R REMOVE & RESET CG -7 - 2"DW - W WATER SERVICE UNE It 12. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR _ EL ELEVATION SQ SQUARE ...........COMBINATION 4' CURB GUTTER - G - GAS UNE 25 M07ED ON THE PLANS. ELEV ELEVATION STA STATION FIRE LANE STRIPING - oHw - OVERHEAD ELECTRIC WIRE �' 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER DUSTING PIPING CLOSE TO OTHER ,3 FACILITIES. V ES END SECTION SW SIDEWALK '4°E BUILDING ENTRANCE - ucE - UNDERGROUND ELECTRIC 14. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PUNNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO m NOT LESS THAN 95X OF MAXIMUM DENSITY; IN ACCORDANCE WITH YDOT SPECIFICATIONS, SECTIONS 52103. 302. 303.10, AND 200.02 PER P.F.M. EW END WALL SWEL SOLID WHITE EDGE LINE �LD LOADING DOCK - D"T - OVERHEAD TELEPHONE LINE 15. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC:., ARE IN PLACE PRIOR TO EX EXISTING SWLL SOUD WHITE LANE UNE - ucr - UNDERGROUND TELEPHONE LINEii CONSTRUCTION OF SUBBASE AND/OR PAVING. • BOLLARD 15. THESE PUNS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED EXIST EXISTING TBA TO BE ABANDONED T SIGN CATV - CABLE TV ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE FDN FOUNDATION TBR TO BE REMOVED � STANDARDS AND SPECIFICATIONS OF MT.FFE }� 17. ALL WATERLINES AND SANITARY SENDS SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18' VERTICAL CLEARANCE FMNSHED FLOOR ELEVATION TC TOP OF CURB - - - - - PATH I - i DRAIN INLET o ----- (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS GM GRADE TO DRAIN TS TOP OF SLOPE z TREE LINE O DRAIN MANHOLE to 18. PROPOSED UNOERRQIOUNO UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE: AND GAS WINCH SERVE THIS FACILITY SHALL BE LOCATED WITH A z LU ou MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMAINS AND SANITARY SEWER. F IRON FOUND TYP TYPICALFENCE [ PLUG OR STUB O 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUIDUNG ELECTRICAL PANELS TO GENERAL STE LIGHTING IN ACORDANCE WITH NATIONAL ELECTRIC IS IRON SET UG UNDERGROUND � CODE. --------------------- STONE WALL FLARED END SECTION W 20. ALL PIPES SHOWN AS RCP ON PIONS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-78, UNU LANDSCAPE AREA VESCH VA. EAS CONTROL HANDBOOK LESS INDICATED OTHERWISE ON - - - - - - _ RETANNNNG WALL HEADWALL � PLANS LOD LIMIT OF DISTURBANCE YDS YARDS STREAM / POND / WATER COURSE 21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATKINAL PLUMBING CODE. LF LINEAR FEET ® SEWER MANHOLE 22. DUSTING MANHOLE FRIES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, ISMILT LEFT DETENTION BASIN Oco SEWER CLEANOUT N TO MATCH FINED GRADES. SILT FENCE GENERAL CONSTRUCTION NOTES (PART ONE) ®w, WATER VALVE & BOX c 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EOISiiNG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BECONTOUR OBTAINED FROM THE VIRGINIA DEPARTMENT CF TRANSPORTATION (VDOT). THIS PLAN AS DRAMA MAY NOT ACCURATELY REFLECT THE REQUIREMENTS UTILITY 312 - FIRE HYDRANT OF THE PERMIT. WINERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. ARV AIR RELEASE VALVE MH MANHOLE 300 INDEX CONTOUR ® WATER METER A 1 ALL MATERIALS AND CON57RLIC71ON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE z 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE FRONDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE 0 WATER WELL INSTALLED PRIOR TO ANY CLEARING, GRADING OR 01HER CONSTRUCTION. CO CLEANOUT RIM RIM ELEVATION 1 IIIIINII CROSSWALK cv 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. CTV CABLE TELEVISION SAN SANITARY ® ACCESSIBLE CURB RAMP O ISTGAS VALVE GM 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HOR1ZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL �. GAS METER ACHIM. HANDICAP PARKING " 6 PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN N THE OPINION OF THE COUNTY ENGINEER, OR DIP DUCTILE IRON PIPE SD STORM DESIGNEE, IT IS �F VAN -ACCESSIBLE HANDICAP PARKING DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. V ELEC ELECTRIC STR DRAINAGE STRUCTURE O ELECTRIC MANHOLE EM LL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR INFORM TRAFFIC CONTROL DEVICES ® ELECTRIC METER FH FIRE HYDRANT TSV TAPPING SLEEVE alt VALVE . ' CONCRETE PAVEMENT / SIDEWALK & UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED ATE PIPE -CLASS II. ♦ LIGHT POLE FM FORCE MAIN UP UTILITY POLE RIPRAP 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTIO N INDUSTRY (29 CFR PART 1926)• FARC FRAME AND COVER WL WATER LINENEW ASPHALT ® TELEPHONE MANHOLE 0 GENERAL CONSTRUCTION NOTES (PART TWO) FRIG FRAME AND GRATE WM WATER METER GRASS � TRANSFORMER PAD W Z W 1. WORK WITHIN THE LOCAL RIGHTS -CF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WON WITHIN STATE RIGHTS -CF -WAY SHALL GT GREASE TRAP WV WATER VALVE UTILITYPOLE CONFORMTO THELATEST E0170OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND EC -2 BLANKET MATTING � � W BRIDGES. GV GATE VALVE 60V 6' VALVE EC -3 TYPE A ♦ GUY POLE J 2. USE SELECT MATERIAL ORDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL LANDER PARKING AREAS, ROADS. SIDEWALKS, HDPE HIGH DENSITY POLYETHYLENE U AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL STE GRADING. PLACE MATERIAL N 8' LIFTS.EC-3 TYPE B MATCHUNE Z 1 COMPACT LAYERS CF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS INV INVERT WETLAND z Z AND BY STANDARD PROCTOR METHOD PER ASTM D 898 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD OU SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY O STANDARD PROC70R METHOD PER ASTM D 698, F THE DENSITY OF THE ADJACENT SOL S MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL.. 4. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOL MATERIALS SHALL BE FREE OF Q DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTKONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS COMMON FILL MATERIAL SHALL BE UNC SOL W MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND NOTES: w (� W FILL MATERIAL: ASTM D 2487. CLASSEiCATiON GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWIN. N ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WI]GIHT PASSING ASTM D 1140, NO. 200 SEA. SELECT MATERIAL- 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. ASTM D 2487, CLASSIFICATION GW, GP, SW, SP 01H A MAXMAUMM CF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. E-1 m C-� 5. ALL FINISHED GRADING, SEEDING AND SOOING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE. ^ � a PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS 6. ACUT ND AND PATCH SPECIFICATIONS. IN D097ING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS � 124,__, Q 7. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE J O O REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF XMARLE COUNTY. � O I� 8.11N THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND ` H Z CONSMX71ON ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE U � SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE ' W TESTING AND SUBSEQUENT ACTION CAW BE TACEN. O W GENERAL NOTES A c=n 1. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL DDR PROJECT NO: 70408 AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). INDEX TITLE: 2. ALL STARS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES 3. SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 5 FEET. 4. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY 5. POINTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. SHEET NO: 2 OF 7 DATE: 10-24-2007 c LIMITS OF SITE PLAN AMMENDMENT. REFER TO APPROVED PLANS TITLED HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 BY WW ASSOCIATES FOR APPROVED SITE PLAN. REFER TO APPROVED ROAD PLANS FOR LAUREL PARK LANE FOR IMPROVEMENTS OF PARCELS 41P AND 41 Q. 1 SCALE -. l ,t - � 1 30 60 .e S-1 O �T-56E ST -56D ®cV GV® ME 12'X25' LOADING - - - - 1 w ) I 3 c: c °a 1cn cn � c I- 0 o � Y v 1 � 1 1 SCALE -. l ,t - � 1 30 60 .e S-1 O �T-56E ST -56D ®cV GV® ME 12'X25' LOADING - - - - X m I m 00 c r- 1(94 194 LL c c I 00 rn � 0_ X X 00 00 1 I D-4 0 -4O I I o� rn a o W NC14v D-2 Xc Re. 'Wa \°° f6 �: /�,. / ®GV Maps Height I I r D-1 v 2' Ret. Wall 3' Max Height it • dJ oa \ �', -1B t li o0 G, s 6' 6 a e tp ° vo s o, H00 C AC Et a o 0 c ai c > EO 0 M M r `E 0 'rs v`. s.. • AITH OF `i I� i TIMOTHY RAY FILLER a Lic. No. 30542 -o ke'PIONAL a ;r1, A OGV o \ ,.a Z o Wm co i ' D O"- - DATE: 10-24-2007 w ) I 41 c: c °a 1cn cn � c I- 0 o a' Y � 00 ° ° X m I m 00 c r- 1(94 194 LL c c I 00 rn � 0_ X X 00 00 1 I D-4 0 -4O I I o� rn a o W NC14v D-2 Xc Re. 'Wa \°° f6 �: /�,. / ®GV Maps Height I I r D-1 v 2' Ret. Wall 3' Max Height it • dJ oa \ �', -1B t li o0 G, s 6' 6 a e tp ° vo s o, H00 C AC Et a o 0 c ai c > EO 0 M M r `E 0 'rs v`. s.. • AITH OF `i I� i TIMOTHY RAY FILLER a Lic. No. 30542 -o ke'PIONAL a ;r1, A OGV o \ ,.a Z o Wm co i ' D O"- - DATE: 10-24-2007 !ri --- ,, I �. o lt ! r04 t' I. i ; i I I I l , o L---- o ti i 1 i 1 ! I ( I i 1 I 1 , I `\ 00 ; I l 1 0 II to O 1 'i j ` ; I' W p L -------J I I I I \j ---- I `n /• ! J I , i ) �' ! I I ! ',;1 ;;t`;,I I l i l i 1 1 I I I I Temporary i0ff—Sike _ } /Constrluction I& 'i \ ?� \ 1----- i \ I ,! l 'i ti ! i I t 1 i L------� L Grbdin9�nt losem--1 -, ( \'•l` ; •,il;I! I I !' ; l i I 1---�-- dj�� � ° 1 V i; l •, ;; i l l i f C �I /' / 92 � ! I I ! r' I I / i 1 I 5� �6 / _, / % i ' �• ! 1 iii 'i �` _ i ' y _� , /J' _._ . —._ ..._ _... .._ .. ... ..... ..... --- ._. r \ _ 1 \ S 2� _ ! t ,. : _ ._ YY 5 IG , S 1ZS ZS Z ZS gg 1 \ 1 i ( i � ! / J I % � ! ' j / ! / I % j ' r ! I j •k I \ i ` ` i t; ' 'i 31 BN i h] ; 5i IG i LS l 2 N , VD I ; i % ! / I J I i it i D/20'iSan1 Sewor Eas TD 32 5'-7 o ,n -4- ; n It x L zS zS , 1 / ' '1 I .............. IC 402rrWater Easemef ! t p i I l • i' Ln oDB 3265173 ZS ZS 5 M I I , ' ! 1 i ( I / GV Z� x � X + i p} if00 t r !00z �P L0 In c% LQ f LD /: \/ / DB, 73 7 G LS X �rQPa '/ti, S_ 1 r VGV W 5 IG °— `S %'` 5' x120' ,D VD tx. 00 % ; \ J .i BN G o , ,`� �', J' 1 20 �8'raino e I -/ / J % f r ,- I t o I l / ' �• \° Ea�nent DB 5-73 ' ZS % / • ! pi'' ^-� i ) /'-1 V / , �, 011 . tit 00" r l v { T D 5 i i h�y \ %\ ° 1�� `r��, . f. C / / �-,\ I J 1'/ � r' � ! '� ! / -�j ! / 1 �i ,P✓ / ,J$EAS6 /,1 i ;� 1 �`' i �ti'y PLANti it 20' n Sewer Ease rgl t \ /!' i !, �' / ' DB 3265-7 \\I \ 1 x 1 I 75. l •!J ��`; t J\1, r6- �/ / ,/ �' 5 fi5rai e E 'fent 3 30'-/ • / *�t ; �V / \ /�. S/ / �_`,� Eas nt ! I „� / t `' 1r4t - \ 1 r t r \. /'I� / Be 1i. t rk �/ % �� �.� / / / Top j $ �5 \ \ t i �, / / •' \. / Ele X40.4 1 ' + 1 i t, ` ,` \ i ! i 't i ' , \ i ! - _ '� i i' - _ ... `•, / i // t G / \ \ / \ I ! j:, MH C r � i I' t ! 2(i Dr Inoge Ea a en I ! • . t I f f / / 1 i i /' ) ' i I I1 • ', _.. ,\ �' 41 Acce ' DB 32 7 I \ • \ \ / \ \/ `; I I( i \ t / , I , / o I! I I , 1 , \/ j o I I 1 tool Ln ,,, of i 1 j I L0 zS l \ \ kNC E$ (Ty jiiI 'I I ! i j + 1 .y � i � ♦ ►• 3, - O 'I i I i ` t i 1 r ` � � �s I i I I I ' � •i , I 1 I i' I // I'i �� i i I \•' ;J \. \%.♦ i i i \ . I I I ' I J �•` 1 � , PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME CAL. HEIGHT REMARKS CANOPY AREA (SF) AREA TOTAL (SF) BIOFILTER PLANTS BN 11 Betula Nigra 'Heritoge' 'Heritage' River Bich 10'-12' B;B 397 4,367 LS 6 Liquidambor Styracifluo 'Rotundiloba' 'Rotundiloba' Sweetgum 2.5" 2D6 1,236 MV 5 Magnolia Virginiona Sweetbay Magnolia 8'-10' B;B 113 565 TD 20 Taxodium Distichum Bald Cypress 7'-8' B;B 79 1,580 IG 27 Ilex Globra 'Shamrock' 'Shamrock' Inkberry Holly 24"-30" 23 621 PARKING LOT TREES ZS 1 24 1 Zelkovo Serrata 'Village Green' 2.5" 452 10,848 TIMBERWOOD BLVD TREES GB 1 12 T Ginko Bilobo 'Fastigiate' 'Fastigiate' Ginko 3.5' 20 240 SHRUBS & ORNAMENTALS AC 5 Acer Griseum Paperbark Maple 6'-7' B;B 88 440 IX 7 Ilex Attenuato 'Fosteri' Foster Holly 6'-7' B;B 16 112 AG 34 Abdio Grandiflora 'Ed Goucher Ed Goucher' Glossy Abelia 24"-30" W 14 476 IC 48 Ilex Crenoto 'Hoogendorn' 'Hoogendorn' Japanese Holly 24"-30' W 10 480 TOTAL 7.327 SF NOTE: A MINIMUM OF THREE FEET OF PLANTING SOIL (FRIABLE SANDY LOAM, FREE OF CONSTRUCTION DEBRIS) SHALL BE PROVIDED THE FULL LENGTH OF EACH TREE PLANTING AREA ON SITE. IN ALL CASES, PROVIDE A MINIMUM OF 100 SQUARE FEET OF SOIL SURFACE AREA AND 300 CUBIC FEET OF SOIL VOLUME PER TREE. LEGEND �J C41 on PARKING LOT SHADE TREE TIMBERWOOD BOULEVARD TREE EVERGREEN ORNAMENTAL TREE SHRUBS SEASONAL PLANTING BEDS NOTE: Landscaping in revised area has been relocated. No plants have been added or removed per approved site plan by WW Associates titled Hollymead Town Center Area C Block 9. 1 1 30 61 91 ■ ■ ■ ■ ■ 1 T L H 0 F o ?, G� TIMOTHY RAY MILLER a Lic. No. 30542 -10 kellsS'ONAL EN� A A co Z o O A 9 m 0 rn E DDR PROJECT NO: 70405 INDEX TITLE: S6 SHEET NO: 6 OF 7 DATE: 10-24-2007 Z E-4 F� w Z f...� U w W E-� U W E- E ­4 A V L W H C/] W ~ i•� O W C0 m 0 rn E DDR PROJECT NO: 70405 INDEX TITLE: S6 SHEET NO: 6 OF 7 DATE: 10-24-2007 1 STORM PROFILE ST -57A TO ST -57B ..1111..........------- __.. 7 HORIZ-SCALE 1"= 30' VERT -SCALE 1.= 10" To Point Catch ki 585 f� ;� Lo�+ �- fr ' 585 Dn Pipe Inv �tnin^ Pipe 580 Flow time o�;„t m� © � , u New profite , � ii o 580 5901 si o > Int Flow tr n - Len S 590 575 Cap 0 O `A ~ - --- ------ ' Inc 575 (ac) 87' - 18" RCP ®2.276 (min) ` 570 (cfs) EI - (1t) % 570 565 c� (it/;-) (min) 565 0+00 1+00 1 STORM PROFILE ST -57A TO ST -57B ..1111..........------- __.. 7 HORIZ-SCALE 1"= 30' VERT -SCALE 1.= 10" 2 STORM PROFILE _- ST -56B T _............... __. ...............--.._. 7HORIZ-SCALE 1"' = 30' VERT -SCALE 1" = 10" 25- -2.5- 10' Lane 2" Sh 30' Access Easement Road 10' Lane -2.5 3. 5A 2% SLOP CG -6 COMPACTED SUBGRADE-/ 95% COMPACTED �15" VDOT 21A ADT: 120 TPD Design Speed: 20 mph Typical Section for Laurel Park Lane LD 229 Ston'n Drain Design Computations Route: Timberwood and Commons �Pro� HTC Block 9 ... ..... ....................................... .. ...11.11................. County: Albemarle District: Description: Pine Calculations From To Point Catch Runoff Inc Accum Tot - W r Tot Up Dn Pipe Inv Pipe Pipe Velocity Flow time Pant yo A 5901 si AC Tc Int Flow m oi" Q °' ;�" Len S 590 Cap Inc (ac) LO (min) ` (in/hr) (cfs) EI EI (1t) % Ln ,, ....... c� (it/;-) (min) 1 2 3 4 5 6 7 n u _moo LO 9 10 11 12 13 14 E 15 U" a :ii o =i Q > u 585 1.93 0.12 0.80 0.90 1.54 0.11 1'Kt New profile 6.81 6.81 ,_:N _F°-- _-__ 578.54 577.50 w� 18 41.7 ' 4.67 1.201 18 18 29.2 15.0 I _SQ Existing profile ST -56C _ - 1 0.151 0.90 0.14 > i 5.1 580 12.12 572.00 W.� � 167.3 ___-_-------- ------ 27.3 15.1 0.18 cn c � - 580 O t U --- X X C7 N ST -57B O O 1 1.831 ---- 1.461 1.461 5.01 6.811 9.971 572.501 570.571 59.11 2.171 18j 20.11 11.41 0.09 w c m _ 575u cn u o =�` f�1 c U l 39' - 18 RCP 0 1127 575 a U cn 4 ❑' o d Ci U i 1 2 t- CL o > c 5 6 7 1 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 570 (ft) (ac) J _ _ _.► - - INLET S 4APING(IS-1) ('/') 570 V) 00 (ft) (cfs) (cls) (ft) (ft) 00 ST -56D DI -31B 6 0.12 .. 163' RCP 04 4.01 0,431 0.43 0.016 0.07 565 0.083 1.49 --r�_!_-, 98.5% 0.43 0.01 565 I REX'. 560 "f" fjf f 'L c✓:.v .F::. hff _ 'ill:i14'i /ff 560 ST -56C 0+00 1+00 2+00 0.901 0.14 2 STORM PROFILE _- ST -56B T _............... __. ...............--.._. 7HORIZ-SCALE 1"' = 30' VERT -SCALE 1" = 10" 25- -2.5- 10' Lane 2" Sh 30' Access Easement Road 10' Lane -2.5 3. 5A 2% SLOP CG -6 COMPACTED SUBGRADE-/ 95% COMPACTED �15" VDOT 21A ADT: 120 TPD Design Speed: 20 mph Typical Section for Laurel Park Lane LD 229 Ston'n Drain Design Computations Route: Timberwood and Commons �Pro� HTC Block 9 ... ..... ....................................... .. ...11.11................. County: Albemarle District: Description: Pine Calculations From To Point Catch Runoff Inc Accum Tot E ;cli Tot Tot Up Dn Pipe Inv Pipe Pipe Velocity Flow time Pant yo A Coef AC si AC Tc Int Flow Inv Inv Len S Dim Cap Inc (ac) (min) ` (in/hr) (cfs) EI EI (1t) % (in) (cfs) (it/;-) (min) 1 2 3 4 5 6 7 15 8 9 10 11 12 13 14 E 15 16 17 ST -56E ST -56D ST -56D ST -56C 1.93 0.12 0.80 0.90 1.54 0.11 1.54 1.65 5.0 5.0 6.81 6.81 10.51 11.25 578.54 577.50 577.7 877.00 18 41.7 ' 4.67 1.201 18 18 29.2 15.0 15.4 .41 0.02 0.07 ST -56C ST -566 1 0.151 0.90 0.14 1.791 5.1 6.79 12.12 572.00 565.45 167.3 3'971 181 27.3 15.1 0.18 cn c +�+ O t U .�. U X X C7 ST -57B ST -57A 1 1.831 0.801 1.461 1.461 5.01 6.811 9.971 572.501 570.571 59.11 2.171 18j 20.11 11.41 0.09 4 STORMPIPE CALCULATIONS r7 ................ - .---.....................------- ------ ------------------ 5 STORM INLET CALCULA____ ................................... I A J N N 1 E ;cli LD -204 Stormwater Inlet Computations 0. O c > � 00 O r� 0 Ott ................... Sag Inlets Only yo c�ti�c, si W ` o m 9 O 15 � z E $ °� z 2 y c °� .1 � '9 15.r v -' f° 110 cn c +�+ O t U .�. U X X C7 2 a> ewUv r Q E � v I° > w c m _ cn U U c U cn d a C% 0 a U cn 4 ❑' o d Ci U i 1 2 3 4 5 6 7 1 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 (ft) (ac) (in/hr) (cls) (cfs) (cfs) ('/') ('/') V) 00 (ft) (cfs) (cls) (ft) (ft) 00 ST -56D DI -31B 6 0.12 0.901 0.11 4.01 0,431 0.43 0.016 0.07 0.020 0.083 1.49 0,121 98.5% 0.43 0.01 REX'. "f" fjf f 'L c✓:.v .F::. hff 'ill:i14'i /ff :%i"illi+i :i:.1 �..v�., .y 1,. ST -56C DI -31B 81 0.151 0.901 0.14 4.01 0.541 0,011 0.551 0.0161 0.1 0.0201 0.0831 1.531 0.131 99.9%1 0.551 0.00 5 STORM INLET CALCULA____ ................................... I ALTH 0/1 � c TIMOTHY RAY BILLER Lic. No. 30542 .p ;' kesS,ONAL ENG A cin 3 V A J N N 1 E ;cli 0. O c > � 00 O r� 0 Ott ................... 0 ,.- �► p4 yo c�ti�c, si ALTH 0/1 � c TIMOTHY RAY BILLER Lic. No. 30542 .p ;' kesS,ONAL ENG A cin 3 V C)wl Z O E ­i E--� t� U E- C:) - O A ui U F- O w d c=n DDR PROJECT NO: 704 INDEX TITLE: S7 SHEET NO: 7 OF 7 DATE: 10-24-2007 A i W Z o 9 O C)wl Z O E ­i E--� t� U E- C:) - O A ui U F- O w d c=n DDR PROJECT NO: 704 INDEX TITLE: S7 SHEET NO: 7 OF 7 DATE: 10-24-2007