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Home My WebLink AboutSDP200800090 Plan - Approved 2010-01-14��ma^io FINAL SITE DEVELOPMENT PLAN FOR 0e - c E .5 RIVANNA P o WLII ALBEMARLE COUNTY, VIRGINIA NOW OR FORMERLY TAX MAP 45 PARCELS 109 AND 112C1 r,N l $ z o z CD co o m 0 w Y U w x U i I Sl -COVER SHEET U S2 - NOTES, ABBREVIATIONS & LEGEND �• S3 - EXISTING CONDITIONS/DEMO PLAN m S4 - SITE PLAN m �• TMP 45-112D �� N S5 -GRADING AND UTILITIES PLAN Schewel-Charlottesville •, o g N DB 1089-334 �orrs6,00 or g o a TMP 45-112C ; Zoned: HC > o egler'sof ,! ��° S6 - LANDSCAPE PLAN C DB 996-198 SITE S7 - LIGHTING PLAN Zoned HC �/ y w �. S8 -STORM PROFILES z0. z ` o0 y ; •�,• ` oOd6l�o S9 �o - UTILITY PROFILES AND CALCULATIONS o TMP 45 -J -0-i r S 10 - DETAILS U Rivanna Plaza LLC. ! DB 3839-300 1 Zoned: HC �b� Sl 1 -DETAILS AND CALCULATIONS w •� ti z �. TMP 45-93A Lowes Investment Corp. #341r 11 DB 1573-453 •� , a Zoned: HC E-, 5 N W z 0. WU RIVANNA PLAZA LLC z LA� A. 109 ROBINSON WOODS Q > CURRENT DEVELOPMENT CHARLOTTESVILLE, VA 22903 CURRENT DEVELOPMENT ENGINEER H ALBEMARLE COUNTY SERVICE AUTHORITY w Z a w Of -14- 2V10 f� FIRE OFFICIAL a ARCHITECTURAL REVIEW BOARD DDR PROJECT NO: 70379 INDEXTITLE: BUILDING OFFICIAL 1 S1 VIRGINIA DEPARTMENT OF INANZ511DORATION SHEET NOl OF 11 DATE: 5-28-200$ SITE DATA & GENERAL NOTES FM ABBREVIATIONS F&C LEGEND F&G FRAME AND GRATE �NOIp Z GENERAL UTILITY NOTES RIPRAP UP UTILITY POLE ,On'aQ .05 c NEW ASPHALT SITE DATA WATER LINE � GENERAL E EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION 0 1. CONTACT MISS UIUTY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING ON DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL WV WATER VALVE z EC -2 BLANKET MATTING 6N 6' VALVE Ci EC -3 TYPE A A OWNER (TMP 45-10%. VERIFY ALL UTIUTY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. ABAN ABANDON(ED) MAX MAXIMUM -- ""--...-- b q PROPERTY UNE W RIVANNA PLAZA LLC 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE REPRESENTATION 16' 7C TOP OF CURB ELEVATION IDIS ROBINSON WOODS ONLY. THE OWNER OR ITS REPRESENTATIVES) HAVE NOT INDEPENDENTLY VMIFlED THIS INFORMATIONS AS SHOWN ON THE PLANS. THE U11UTY INFORMATION SHOWN AN ADuUST MIN MINIMUM "'"-- - '_-' - ADJACENT PROPERTY LINE E- DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERWCEABNtt, OR OTHER DATA CONCERNING THE UTIUTES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTIUTES MAY BE PRESENT THAT ARE NOT SHOWN ON U) Tn q 0 Hfti PIT LOCATION/BORING LOCATION CHARLOTTESVILLE, VA 22903 THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THETEST AHO AHEAD MON MONUMENT CONCRETE ~ O W ai a CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECDONS TO EXISTING UTILITIES AND, SHALL DDR PROJECT NO: 70379 - - ----- .-- - - - - VACATED PROPERTY LINE DEVELOPER. CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTIUTIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES M14IN THE PUBLIC RIGHTS OF WAW.MRX APPROXIMATE �pL BENCHMARK RIVMNA PLAZA LLC 1 WHERE AN EXISTING UTILITY IS FOUND TO CONVICT WITH THE PROPOSED WORN, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT NIC NOTIN CONTRACT EASEMENT GE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND, IRON FOUND 109 ROBINSON M0005 THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR BC BACK( O CURB NIS NOT TO SCALE - --- -- - - - BUILDING SETBACK pOR CHARLOTTESVILLE, VA 22903 �N FOBWNG ADDITONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE TUE BFE BASEMENT FLAOA ELEVATION OU ON CENTER Ic. R RCN -� DEED BOOK 3839 PACE NUMBER 300 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR M FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTAUED - - - PARKING SETBACK - - UD UNDERDRAIN ACCORDING TO COUNTY STANDARDS BIT BITUMINOUS OH OVERHEAD ��,,,,pp TAX MAP 45, PARCEL NO. La (3.321 ACRES) 5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANH= AND OTHER SUCH *" ZONING LINE DRAINAGE LINE ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS BK BACK PE POLYETHYLENE ..... PSA JSTPRIM DISTRICT: RIO DISTRICT A IMPERVIOUS SURFACES RUSH ROOF DRAIN B. PERVIOUS SURFACE MEAS ONE NCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. BN BENCHMARK PERF PERFORATED+• LIMIT OF DISTURBANCE RD S. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE NTH THE ALBEMARLE COUNTY STANDARDS OLRC'E O BOUNDARY S RVE`G DOMINION DEVELOPMENT RESOURCES, LLC AND TUE PROJECT SPECIFICATIONS BS BOTTOM O SLOPE PROP PROPOSED - - "•"` """""` - s SEWER LINE 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PPE CONFIGURATIONS SHOWN ON THESE PLANS AND FLOODPLAIN OMIT SOURCE OF TOPOGRAPHY• B. AUBREY HUFFMAN & ASSOCIATES, TRANSLATED TO NAVD88 VERTICAL DATUM. LOCAL MUNICIPAL STANDARDS THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET. ..; TRENCH DRAIN B. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE NTH VDOT S'ECIFICATONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE DRAWINGS CATCH BASIN PRVO PROVIDED - az - BUFFER ZONE .. - TD - THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. 9. THE CONTRACTOR IS REWIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL WATER LINE uTIUTIES. CG12 ACCESSIBLE CURB RAMP PWW PAVER WATER WAY RMA .. .. _ W -FLOW INSURANCE RATE NAP NUMBER: 5100JCO27ED, DATED: FEBRUARY 4, 2005 10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 40DO PSI CONCRETE IN ACCORDANCE WITH VOOT SPECIFICATION SECTION 217. RMA -RESOURCE MANAGEMENT AREA ROM OFF RT. 29. EIEVATON: 454.80 SITE IS ON NAWBB DATUM. 11. 11. NO PLANTINGS OR ERECTION O OTHER OBSTRUCTIONS SHALL BE MME WITHIN FOUR FEET O ANY FIRE HYDRANT. (ENTER UNE RCP REINFORCED CONCRETE PPE RPA ... -C p - FIRE PROTECTION UNE BFxGHMa?N(Sl: TOP O O-7, STEX-7, LOCATED AT NORTH SOLE O ACCESS ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED W THE PLANSS -- " - RPA -RESOURCE PROTECTION AREA 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER FACILITIES CL CHAIN LINK REM REMOVE WATER SERVICE UNE WATER SOURCE PROVIDED BY RIVANNA WATER SERVICE AUTHORITY 14. FOR UTIUTIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PUNNED FON FUTURE ROADWAYS, BACKFILL SHALL TE COMPACTED TO NOT LESS THAN 90 ,.t -z••DW- SEWER SERVICE PROVIDED BY ALIEMARLE COUNTY SERVICE AUTHORITY ..,.e.....� O MAXIMUM DENSITY; IN ACCORDANCE NIH VDOT SPECIFICATIONS SECTIONS 52103, 302, 303.10, AND 200.02 PER P.F.M. 15. CONTRACTOR IS TO VERIFY THAT ALL UTIUTIES I.E., WATER, SEWER, CAS, ELECTRIC, TELEPHONE. CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION O SUBBASE: CMP CORRUGATED METAL PIPE REED REQUIRED EDGE OF GRAVEL ---"- ---- - C - CAS UNE THIS STE DOES NOT UE WITHIN A RESERVOIR WATERSHED AND/OR AMSPAYIA. 18, AND/ PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLM STALL BE IN ACCORDANCE NTH THE CURRENT APPROVED ALBEMARLE COUNTY CONC CONCRETE RET RETAIN '- EDGE OF PAVEMENT -- ..... - ONE - OVERHEAD ELECTRIC VIRE SERVICE AUTHORITYS GENERAL WATER AND SEWER ODNSTIRUCTON SPEgFlCATONS MY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF NOT. -- CG -2 THIS PROPERTY IS ZONED HC AND ENTRANCE CONPoD 17. ALL WATERLINES AND SMITHY SEMERUNES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR MEN CROSSING 16' VERTICAL CLEARANCE (OUTSIDE EOE OX CY CUBIC YARDS RT RIGHT "' "" STANDARD 6' CURB - - um - UNDERGROUND ELECTRIC PPE TO OUTSIDE EDGE O PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STMOARDS CG -3 MAYIMDM BUILDING HE]fRT 35' 18. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC TELEPHONE. CABLE. AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED NTH A MINIMUM 5 FOOT C/C CENTER TO CENTER R/W RIGHT O WAY STANDARD 4' CURB---„ - -- - OHT - OVERHEAD TELEPHONE UNE SEPARATION FROM PUBLIC WATERMAINS AND SANITARY SEWER SETBACKS: 19. ELECTRICAL POWER SHALL BE DERVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACORDANCE WTH NATIONAL ELECTRIC CODE. C&G CURB AND GUTTER R&D REMOVE AND DISPOSE CG -6 FRONT: BUILDING - 30' FROM PUBLIC R/W 20. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-75. UNLESS INDICATED OTHERWISE ON PUNS - COMBINATION 6' CURB & GUTTER ---- • - ucr - UNDERGROUND TELEPHONE LINE PARKING - 10' FROM PUBLIC R/W 21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. OA DIAMETER R&R REMOVE & RESET CG -7 22. DUSTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS M REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH RNSMEED - COMBINATION 4' CURB & GUTTER -CATV - CABLE TV SIDE: NONE GRADES EL ELEVATION SO SQUARE REAR: NONE GENERAL CONSTRUCTION NOTES (PART ONE) E EV ELEVATION STA STAT ON / .��/. f FIRE LANE STRIPING I� , ©=I DRAIN INLET CURRENT USE: VACANT 1. PRIOR TO MY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -GE -WAY, INCLUDING CONNECTION TO MY EXISTING ROM, A PERMIT SHALL BE OBTAINED FROM ES END SECTION SIT SIDEWALK .4,c .4R BUILDING ENTRANCE ,„� ® DRAIN MANHOLE PROPOSED USE RETAIL/DAYCARE - PHASING IS NOT ANTICIPATED. THE VIRGINIA DEPARTMENT O TRANSPORTATION (COOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT TUE REQUIREMENTS OF THE PERMIT. WHERE MY DISCREPANCIES OCCURS GNR THE REQUIREMENTS CF THE PERMIT SHALL GOVERN. ESMT EASEMENT SLUE. SOLD NATE EDGE LINE PLUG OR SNB PARKING SCR HLF 2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS O VDOT UNLESS OTHERWISE NOTED. '4"' 410 LOADING DOCK RETAIL (FORMULA: 5.5/1000 SF GFA) 1 EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE NTH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO EW END WALL SWILL SOLID WHITE UNE LINE MY CLEARING. GRADING OR OTHER CONSTRUCTION. .% • BOLLARD------- o� FLARED ENO SECTION GFA = 14,800 (BUILDING A) + 4,900 (BUILDING B) = 19.600/1.03 = 19,029 GFLA 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTUZED, SEEDED AND MULCHED.THE MAXIMUM ALLOWABLE SLOPE IS 21 (HORIZONTAL VERTICAL). WHERE TRA 19,029 GLFA/10DO - 19,029 SF X 5.5 = 105 RETAIL PARKING SPACE REWIRED REASONABLY OBTAINABLE. LESSER SLOPES O 3:1 OR BETTER ARE TO BE ACHIEVED. EX EXISTING TO BE ABANDONED T- SIGN„,., �� HEADWALL DAYCARE: 200 CHILDREN AT 1 SPACE PER 10 CHILDREN - 20 SPACES + 27 EMPLOYEES AT 1 SPACE PER 1 EMPLOYEE - 27 SPACES 5. PAVED, RIP -RM OR STABILIZATION MAT UNED DITCH MAY BE REWIRED WHEN N THE OPINION O THE COUNTY ENGINEER OR DESIGNEE, IT IS DEEMED NECESSARY( IN ORDER TO STABILIZE A DRAINAGE CHANNEL DOST EXISTING TBR TUBE REMOVED ®� FlLTERRA 47 DAYCARE PARKING SPACES REWIRED 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM NTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 153 TOTAL PARTING SPACES REH9IURD (fi HC + 1 LOADING + 1M REGULAR SPACES) 7. UNLESS 01HERMSE N01ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PPE - CLASS III. FDN FOUNDATION TC TON OF CURB PATH ✓ O ® SEWER MANHOLE B. ALL EXCAVATON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY NTH OSHA STANDARDS FOR THE CONTRUCIION INDUSTRY (29 CFR PART 1926). ;�„ 153 PALRKNG SPACES PROVIDED (6 HC + 1 LOADING + 9 DROP-OFF + 138 REGULAR SPACES) FFE FINISHED FLOOR ELEVATION IS TOP OF SLOPE • TREE UNEI GENERAL CONSTRUCTION NOTES (PART TWO) Om SEWER CLEANOUT AND SCHEDULE PRE-OEVELOPMFNT R ) 1E. POST -DEVELOPMENT (SFl K G70 GRADE TO DRAIN lYP TYPICAL FENCE " , BUILDING(S) 383 0.3 32,100 222 1. WORK WITHIN THE WAY SHALL CONFORM TO LOCAL NIOPAL BTMDAONS. WWAN STATE RIQHTS-OF-WAY SHALL CONFORM TO THE UIESTT 41.4 RGCAL DEPARTMENT STANDARDS OR H EC THE VIRGINIA DEPMMFNT OF AND SPECIFICATIONS FOR HIGHWAYS MO BIWDGES IF IRON FOUND UC UNDERGROUND - WATER VALVE & BOX PAVED 18,827 110 59,872 USEEDITIONSE ND STRUCTURON SEFILLA 2USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL NATEPoAL UNDER PARKING AR FAS, RUMS, SIDEWALXS AND TITTER CONCRETE Aµ0 ® STONE WALL `� ®� OPEN 125,413 85.7 52647 36.4 looz PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL STE GRADING. PLACE MATERIAL IN S' UFTS 1 COMPACT LAYERS O FILL M 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHN 15 FEET O BUILDINGS AND BY STANDARD IS IRON SET VESCH VA. E&S CONTROL HANDBOOKTOTAL RETAINING WALL - FIRE HYDRANT • 619 PROCTOR METHOD PER ASTM D 690 BENEATH AND WTHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS. AND ROM SHOULDERS INCLUDING AREAS THAT MAYY DAILY TRAFFIC - 1858 TRIPS PER DAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OFTINE LA LANDSCAPE AREA YDS YARDS --- --- STREAM / POND / WATER COURSE WATER METER iRIP GENERATION: AVERAGE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT KESS THAN THE DENSITY O THE ADJACENT SOIL (ITE TRIP GENERATION MANUAL C006 585 & 814) 4.AREAS ON PLACED FILL IS TO BE PLACSHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL SOL MATERIALS SHALL BE FREE OF DEBRIS ROOTS WOOD. SCIRMP LOD UMIT OF DISTURBANCE MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE----- - ----- DETENTION BASIN O WAS ' ONE-HALF THE LIR THICKNESS COMMON FILL MATERIAL SHALL BE UNCASSFlED SOL MATERIAL WTH THE CHARACTERISTICS REWIRED TO COMPACT TO THE SGL LF LINEAR FEET DENSITY SPECIFIED FOR THE INIENOED LOCATION, BACKFILL AND FILL MATERIAL ASTM D 2487. CLASSIFICATION G, W, GM, OC, SW, SP, SM, SC WITH A MA,XWUM SILT LT FENIE D 4318 LIQUID 35, MAXIMUM ASTM D 4318 XI 12, AND MAXIMUM OF 25 PERCENT WIGHT PASSING ASTM 0 1110, N0. 20051EVEE LT LEFT - x '_ j Q� GAS VALVE SELECT 2487, SW. SP NINA TIA 2 ASTM SI 0 1140, SIEVE. SONG H OW, GE, SW, SP NIH A MAXIMUM NUM O 10 PERCENT BY WEIGHT PASSING TALL SHED GRADING. BMID GRADING SEEDING MTD $TIDING STALL BE DONE N SIXN A MANNER TO PRELUDE THE PONDING O THE WATER ON THE SITE, PARTICULARLY MJAGENT7 E AND ER TE, PA HE TO THE BUNTINGS OR STORM INLETS yT'3j T CONTOUR `.: 0� GAS METER 8. WT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS UTILITY -- 7. All. DMING CURB AND GUTTER ALONG THE FRONTAGE O INS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO '':-:':t MITI INDEX CONTOUR THE STANDARDS AND SPECIFICATIONS O ALBEMARLE COUNTY. ';,° ELECTRIC ARMHOLE B, IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BAS® ARV AIR RELEASE VALVE MH MANHOLE ® ON VISUAL OLFACTORY. OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY O THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING LF TRINE IN MA INE .AN TFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTON CM BE TAKEN. BDA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE . ELECTRIC METER NSHALL OTES 11111111 1111111-' CROMWALK CO CLEANOUT RIM RM ELEVATION s + LIGHT POLE 1. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL HE CONSTRUCTED IN CONFORMANCE NTH THE FEDERAL AMERICANS WTH CN CABLE TFIEVISON SAN SANITARY -- ® ACCESSIBLE CURB RAMP 0 TELEPHONE MANHOLE DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT) ` CONTRACTOR'S COORDINATION RESPONSIBILITIES 2 ALL STAIRS WITH THREE OR MORE RSERS ARE TO HAVE HANDRAILS ON BOTH SIDES 1 SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL U• HANDICAP PARKING 7Q TRANSFORMER PAD 4. TO THE BEST O OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SUES ON THE SUBJECT PROPERTY VAN -ACCESSIBLE HANDICAP PARKING REQUIREDFORT S I. THE CONTRACTOR IS REWIRED TO OBTAIN ANY/ATL PERMITS REWIRED FON CONSIRl1CTI0N O THESE PLANS TO O E S PLANTINGS WILL BE POINDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FUTURES, DLP DUCTILE IRON PIPE SIM STORM VAN UTILITY POLE I. ANY TIME WORK IS PERFORMED SIE ON WITHIN EXISTING THE CONTRACTOR NOTIFY THE MIDDEN O SAID EASEMENT S. RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT SHALL HAVE A RAVING INSTALLED PER COUNTY REGULATIONS AS TO THE NATURE O PROPOSED WORK AND TO FOLLOW ANY GUNLEUNES OR STANDARDS WHICH ARE ASSOCIATED NTH OR REFERENCED N THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS LETTERS O PERMISSION, ETM ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR M VERIFlY ALL STE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL RE DONE AT HIS/HER OWN PoSR 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION O ALL DUETTING UTILITIES IN CONFLICT WTH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY NTH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE, 7. CONTRACTOR SHALL NOT RELY SCELY ON ELECTRONIC VERSONS O PLANS SPECIFICATIONS AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FUTURES IN ACCORDANCE WTH THE PAPER COPIES OF THE PLANS AND SPECIICATONS THAT ARE SUPPLIED AS PART O THE CONTRACT DOCUMENTS 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT FREWIRFAIENTS IF A PERMIT EXISTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT UNITED TO. ALL UTILITIES, STORM DRAINAGE, SONS TRAFFIC SIGNALS & POLES ETC. AS REWIRED. 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 N BASE BID. It CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT O CONSERVATION AND RECREATION (OTR) UNDER THE JURISDICTION O THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT NTH THE OCR AND PREPARE A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 11 CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY CONSTRUCTION ACTIVITIES SMALL BE IN ACCORDANCE NTH OSHA STANDARDS AND LOCAL REQUIREMENTS 14. CONTRACTOR SHALL DISPOSE O DEMOLITION DEBRIS IN ACCORDANCE WITH APPUCABLE FEDERAL STATE AND LOCAL REGULATIONS ORDINANCES AND STATUTES. CO EXISTING ARDS SP SHALL IO TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITIi LOCAL STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPEgFlCATONS, AND DETAILS THE CONTRACTOR STALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESEONSIBIE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START O THE WOW. 2. THE LOCATION O EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PUNS AND WERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY NTH THE CURRENT EDITION OF THE GENERAL WATER AND SEMEN CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM O 3 FEET O COVER MEASURED FROM THE TOP O PIPE OVER THE CENTERUNE O PIPE THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS AND WATER LINES, ETC 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSDE O RDADSDE DITCHES. 8. VALVES ON DEADEND UNES SHALL BE RODDED TO PROMDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSOR O THE UNE. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT 1. ALL DMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT WRING CONSTRUCTION OF DMS 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT NIHIN SIOMINATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BARNS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSON IS NOT TO TME PUCE UNTIL THE STE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSON CONTROL INSPECTOR RIVANNA WATER & SEWER AUTHORITY (RWSA): GENERAL WATER & SANITARY SEWER NOTES 1. ALL MATERIALS AND METHODS O CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CON AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1988, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SP 2 ALL CONSTRUCTION MATERIALS AND METHODS O CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE START O WORK. A PF CONFERENCE NTH RWSA IS REWIRED PRIOR TO THE START O WORK. 1 THE CONTRACTOR SHALL BE RESPONSIBLE FO)R NOTIFYING MISS UTILITY (1 -RUO -552-7001). RIOR TO THE C S WORK 5 SU MIC TO THE INSPECT) AND ACCEPTANCE BY NO TIE -NS TO THE EXISTIN4d+977-2970 EXT. 202) MUST BE NOTIFIED THREE G SYSTEM DAYS SHALL BE MADESTART TWTHOUT COORDINATION WTH AMD 1 ON RWSA FACIUTIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISEBY RNSA BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE. IOM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR OIRREC7. SPECFlORON 6. 7. B. 9. 10. 11. 12 11 14. NOT PERMITTED IN THE RIYSA EASEMENT. fRUM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY FASTING: ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO CRADIING NLESS PERMITTED OTHERWISE BY RWSA IN WRITING, A FACIUMES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE BUSTING PLM FROM RASA LRVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE LUST TO THE OWNER DUTY CR059NCS WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE SRKILIM. IOBUMG THE AREA OF TUE CROSSING NTH COMPACTED 57 STONE TO THE SPRINGLINE O THE RATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING MY PERMANENT CONNECDON TO G AND RUSHING NEW WATER MAINS WILL BE REWRED TO ELIMINATE ANY POSSIBLE DED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS FOOTERS FOR AMY ELEC ELECTRO FHA FRE HYDRANT ASSEMBLY FM FORCE MAIN F&C FRAME AND COVER F&G FRAME AND GRATE GT GREASE TRAP GV GATE VALVE HOPE HIGH DENSITY POLYETHYLENE INV NVERT UT LATERAL SIR DRAINAGE STRUCTURE CONCRETE PAVEMENT / SIDEWALK TSV TAPPING SLEEVE & VALVE I• �NOIp Z RIPRAP UP UTILITY POLE ,On'aQ .05 c NEW ASPHALT WA WATER LINE � J E C O GRASS WM WATER METER 0 WV WATER VALVE z EC -2 BLANKET MATTING 6N 6' VALVE Ci EC -3 TYPE A A O EC -3 TYPE B . WETLAND GUY POE MATMUNE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY D35TNG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO MY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT O TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REWIR84ENTS O THE PERMIT SHALL GOVERN. 2 CONSTRUCTION INSPECTION O ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY, THE CONTRACTOR MUST NOTIFY THE DEPARTMENT O ENGINEERING (296-5861) 49 HOURS IN ADVANCE O THE START O CONSTRUCTION. 3.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS O VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY NTH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1925). 4.EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PUN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. S.UPON COMPLETION O FINE GRADING AND PREPARATION O THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CEIR TESTS PERFORMED ON THE SUBGRADE SOL THREE (3) COPIES O THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DMON SHALL BE MME BY THE DESIGN ENGINEER AND SUBMITTED NTH THE TEST RESULTS FOR APPROVAL BALL SLOPES AND DISTURBED MEAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 21 (HOIRIZONTAL•VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES O 4:1 OR BETTER ARE TO BE ACHIEVED. 7.SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT, ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY UNE OR A NATURAL WATERCOURSE THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM MANAGE PIPE &GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME O CDNSDIUCDDN. ADDITIONAL GUARDRAIL MAY SE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION O VDOT, THE DIRECTOR O ENGNEERNG OR THE DIRECTOR=S DESIGNEE, IT 15 DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED. IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9.WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO COOT OG -NAB OR C). 1O.WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO COOT STANDARD PE -1. 11.PAVED, RP -RAP OR STMBUZATION MAT LINED DITCH MAY BE REWIRED TO STABIUZE A DRAINAGE CHANNEL WHEN, IN THE OPINION O VDOT, THE DIRECTOR O FNGINEERNG, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY. 12A MINIMUM CLEAR ZONE O TEN (10) FEET FROM THE EDGE O PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS ADDITIONAL CLEAR ZONE MAY BE REWIRED DEPENDING ON THE CATEGORY O ROAD DESIGN. 11COMPUANCE NTH THE MINIMUM PAVEMENT NOH, SHOULDER WIDTH AND DITCH SECTIONS AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PUNS. EXCEPTIONS WILL NOT BE ALLOWED. 14.ALL REWIRED SIGNS (STOP, STREET NAME, SPEED LIMAT SONS, ETC) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE SIGNS AND THEIR NSTALLATIGN SHALL CONFORM TO 'ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL'AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES THE LOCATIONS OF ALL SONS ARE SHOWN ON THE PIANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE O THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED UNIT SIGNS ARE TO BE DETERMINED BY VDOT PRICR TO ACCEPTANCE THE SPEED UMIT IS TO BE POSED 51APH BELOW THE DESIGN SPEED. 15.ROAD PAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VAUDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL O THESE PUNS SHALL BE NULL AND VON. 16.1RAFFIC CONTROL DR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION O THE DIRECTOR O ENGINEERING OR THE DIRECTORS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 17.USE VDOT STANDAR CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG PORNIM MA VIDEO CAMERA INSPECTION 15 REWIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO COOT INSPECTIONS AND ARE TO BE ADOPTED INTO VDOYS MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE NTH VOOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. N ADDITION, IF HIGH-DENSTY POLYETHYLENE (HOPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR NSALLATHN TRAINING THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM O TWO HOURS ON THE JOB SITE WRING THE INITIAL PIPE INSTALLATION. NEAL N. WRIGHT LIC. N0. 22402 /-/7-/o A W z z ui U I• �NOIp Z w 0 I ,On'aQ .05 c IL) � J E C 5 06 W W 0 NEAL N. WRIGHT LIC. N0. 22402 /-/7-/o A W z z ui U IN TITLE: l, S2 I SHEET NO: 2 OF 11 1 DATE: 5-28-2008 Z w I z CD IL) � J E, 5 06 N W z Z 0 Ci A O Q W m ?N E F E- w U) Tn q 0 Hfti Lx IL FtJ- F Iii F U ~ O W ai a DDR PROJECT NO: 70379 IN TITLE: l, S2 I SHEET NO: 2 OF 11 1 DATE: 5-28-2008 IX 1 I I , . 1 1 i u 20' PRIVATE LATERAL EXISTING RETAINING O- WALL TO REMAIN EXISTING SANITARY MH EASEMENT +so _ / TO BE REMOVED d.B. 1119-577 EXISTING TREESO.B. 996-148 / s •-; ,--._... - / TO REMAIN EXI EXISTING SANITARY STING DUMPSTER i I LATERAL TO BE ABANDONED "" -- -- _- _ PAD TO REMAIN i a�/' BEYOND POINT OF NEW .= " CONNECTION I ; 1 _ W ::, ".- - w /�- (, _. _ EXISTING GUA I, RMS ;O BE REMOVED \ _ _ 1 __ i 7/'.; 4a CURB TOB REMOVED T y �- .. _ EXISTING CURB AND GUTTER TO BE REMOVED- -f5' SEWER — L 1 j _ / EAS 963-148 I ACCESS EASEMENT r.' _ r _ ' I . / EASMENT 20' STORM SEWER—I � � _ _ _...- -- - _ - _ •, EASEMENT I,.486 TO BE VACATED/ {, P' / 0 I D.B.I�19-573- 1 I EX D.B. 1034-313 I ; i TO BE VACATED I_ 12 D.B. 993-287 \1 �; ;; .. I; 1 I II I •\ ------ SM > _ 1 II —�* moi° .�..,^. \\ TO BE_VACATE� 1 I _ ° I - _ : EXISTING GUARDRAIL 0 TO BE REMOVED / EXISTING SANITARY SEWER ., I TO BE ABANDONED I u - -... s"x„�' s;,r. -. :-- .,..--,...-•. ?.,�,a::<ra�- ma -'!� a : ...\ ` \F ` \\ ` - EXISTING STORM TO BE REMO EXISTING TREE EXISTING TREES TO BE REMOVED TO REMAIN aea4 - I {I / r a � 3 1 TMP 45-112C 0 1 EXISTING TRE I _ EXISTING STORM TO BE REMOVED I KEGLERS OF a MH TO REMAIN to I '� �' CHARLOTTESVILLE i' _ YY 1 B I , I i p // 44 w / J DB 996-198 y. I I EXISTING STORM TO _ ° BE ABANDONED I 1 i ZONED: HC H '� a EX USE: COMMERCIAL ;j „ / ;bi ° ' / 15' STORM O4 47 I ; 32' SANSTORM ARY SEWER AND I I �dxl� D.B. 996-148 1 I / 4ge SEWER EASEMENT I' FI 148 TO BE VACATED RgAOVE TOP 4 I - XI TO BE VACATED 1 E I - E STING STRUC RES 474 -. I- _ --_. > ly - -- - EX. STORM INLET - �" / �-. .l / - , e TO BE RELOCATED Ir ;! I I I Lisa � !! ACCESS EASEMENT I I I a7z % D.B. 1573-456 I. - D.B. 973-755 I - - 6-1 D.B. 996-148 D.B. 1119-577 470 TO BE VACATED I ` I 1 1 I STAIRS SIDEWALK BE & `'•��-- - - CURB TO BE - I!' I -j I = - -•\ I ; \NY REMOVED - - REMOVED... 1 °' - " -` - `EXIST. BUILDING TO BE REMOVED 1 I r IiII I I I- i LP l / 1I + � o TMP 45--L42_ LIP I EXIST. CEDAR TO-- RIVANNA PLAZA LLC.= ExIST. LIGHT POLE TO BE I I BE REMOVE _ DB 3601-508 REMOVED { TMP 45-112D O/ a h I ZONED: HC SCHE WEL- CHARLOTTESVILLE ! ° USE: COMMERCIAL - { DB 1089-334 NOTE: / / \ 11 MINIATURE GOLF COURSE AREA r TMP 45-93A I I , -- KESSTING ACCESS EMOVED ;b - - ABANDONED) EXIST/ LIGHT POLE TO BE I TO BE REMOVED USEXIST. DRAINnELD ZONED: COMMERCIAL ° 3 �' 1. REMOVAL\RELOCATION OF KEGLER'S I / �1 ab6 - II LOWES INVESTMENT CORP. / ( s t RE ovEO __ \ SANITARY SEWER AND ACCESS ROAD #341 I' \I'- I'� M EXIST. FOUNDATION PLANTINGS 3 F r AND SCHEWEL S PARKING LOT AND DB 1573-453 / / ' I I \ \ - 1 I 1 TO BE REMOVED ° ZONED: HC i ' 1 I I `, - I +'/ ,< STORM SEWER SHALL BE COORDINATED g / EXISTING SANITARY SEWER r ` USE: COMMERCIAL i i � TO BE ABANDONED � � u ° / �3 ° � ? _WITH THE OWNERS 's4 REMOVEDDT POLE To 11 roSTING STORM To se R�ovNG / /I �b�� NEW CONSTRUCTION. AND PHASED WITH I BE % I` I 2. ABANDONED MANHOLES TO HAVE p� -- / I I \ EXISTING STORM i0 1 I _.._. _ i i I %' / 7: a �3 470 C7 / I BE ABANDONED LP \ a/ °7 UPy FRAME AND COVERS REMOVED AND 1 11 ....,EXISTING..., .y a.'�-J'•.'4,.-r—�'4:�--.-^•�� _ ��-1 Z J I EXIST. MONUMEN F '''�'- `— °�/ REMAINING CHAMBERS TO BE FILLED - - - 1 30=SANITARY SEWER �� OE �• WITH GRAVEL.O Q I s ' ' '� AND STORM BE RELOCATED D � " f - \ \ ., \ \ \ \ \ L / SIGN FOR - SANITARY SEWER. ` <,' \ \ \ \ \ \ \ \ \\ \\ - - = -- -SIG FOR I ELiCC4RIC EASEMENEASEMENT \ \\ p. ! / / I i - I AND STORM EXISTING STORM ° /3 - J / TO BE REMOVED D.B. 245-418 D.B. 1119-577 EDOSTING \ \` \\ -\X \, \, \x \. \\ \ \ \ '�,1` 1 / /) I20' STOR � I EASEMENT TO BE REMOVED OVERHEAD UTILITY D.B. 1034-310 S9GNAGE / _SS 25 SPACES EXIST. PLANTIN / Q EXIST. POLE TO\ - 0 v a MMMMM----------�� I D.B. 973-755 1. D.B. 407-67 D.B. 993-286 T10 BE - /� S EXIST. PARKING AREA, TO BE REMOVED / 3� E A a Z Q / I EASEMENT IS E R STORM -- R.... BY OTHERS _ D.B. 1573-456 I Ex SMH TO BE REPLACED _ 96"' LIGHTING _... ATED / SIDEWALK AND LI NG aux• j I D.B. 1119-577 a n2c—EXISTIR�WAi'ER A-7Ei�9 NG SAN \ % POLE MlD Q EXISTING STORM x 0�% / / TpS G}LAR ° / / / /TO f1E� �E Ku'T 4 U .. } TO BE REPLACED / / / / / / / / / ° ._.. _.. i0_BERENQVED..- --..SEVgR 1Q_REMAIN .._.. .._.._ _. .. .._.. {1WRES-i0--99� -.._.. ._.. / / D / 3 O ... 0.� L.._,�. .._.._ _ _.1_._� .. _._.._.._._.._.. ,� IPP RELOCATED -4- �\/ /, Wn- / IX(`i... Of4=-0,69 Ofd—OIL—O -0 Oi,= 0 0 - �.�.....-/ �'_ �.a✓.:._. �. -... '_ Q G7' 1 0 OA—0,m P%N)% % /G FIBEF OP➢C UNE _ .. MENTA o o/c -o. --o' /�— p _ , ... _�OSTIRG�SiDR� o PP ox -0 �`_�_E�_.: E W yynsOATLaxmw or mr 12* aws.4 WAIM� � E- y W .. _. _ - `" F, f •�.) r11) �rvnoX^Eocnn N u Ex .. - .. _..,.._ ,.. - _ .. _6 t- (�. ' ^' " w '--' ELECTRIC EASE .z _. - -• =I I F q'p�y��p \\ _ D.B. 245-419- 1 �- N /C WIIC' \ ri�%t--vu_� ..._ _ .. _. F I ' / t \/� �) 1 _IGT J .!f ^ Ex. ST. ENTRANCE , P'i ``l^`-/ 4 " ------------- --- _ul u/c FIeEN avnc'uxE / IMPROVEMENTS TO _ --- __ _ _ _ _�_ __— ____== - I,PPItFX LOCAIICN _ _ _ _ _ _ _ _ _Lu ____ ______ I BE REMOVED ., P _ �.- � �,��-s" ._-..-- �r` ,. � __--- .. .�. �,, _� ---- _ _ - \ 1 EXISTING POLE AND Ca EXIST. P -E. TO I O EXISTING SANITARY EXIST* CURB AND CUTTER - EXIST. SIDEWALK TO REMAIN CURB AND SIDEWALK GUY WIRES TO BE Qi O_ BE SUPPORTED t TO BE ABANDONED. EXISTING STORM TO BE REMOVED RELOCATED EX. CURB AND CG -12 TO REMAIN ~ Z J t EXISTING STORM DURING CONSTRUCTION i EXISTING STORM PLUG INVERT FROM Age TO BE REEPLACED EXIST. STREET TREES ~ ~ TO BE REPLACED INLET TO REMAIN II ABANDONED LINE WITH SEMINOLE TRAIL TO BE REMOVED EX. SIGNAL POLE NON SHRINK GROUT. STATE ROUTE 29 >e°0 Lu i � w w VARIABLE WIDTH RIGHT OF WAY a. 1027' TO INTERSECTION------ -.._ _.. OF WOODBROOK DRIVE .: _,...._. ...____--.....,.,,_........_._- F < DDR PROJECT NO: 70379 1001-) S3I ....._-_.I r _ 30 0 30 60 90 SHEET NO: 3 OF 11 i .1 I f SCALE: 1" = 30' u DATE: 5-28-2008 c $ $ 0 _E 0)��- C�� d Lic. No. 22402 /-/3.-/0 A O U c E a IL m 0 a c $ $ 0 o NEAL N. RIGHT a ZZ m w Lic. No. 22402 /-/3.-/0 A c $ $ 0 o a ZZ m w U a m a m� y n U U U w a pn¢ N!2S* M79 C KEGLERS SWM FAgUTY I INSTALL MN -...... , C �O XISTLATERAL .... _.. _ W EXIST. t - " - _ ,/ RISER ' I f ' 7 QO o w • � __ . P 'wwa � r r r l .� �'� "-r� MA X\,N�fl1/ �\\ �JJI j I I \� \\JI ��. __�'i�/�/� / � l I I' r',�.. -__.e �Rkj-_� ('S"••^F•.+=:.: „„�� 'V -.._. by _ .,,. _-_�1 �i ,'e ECURBQ y'/11'11/ a 1 J l CONTRACTOR T . _..:..r % . T I l / / j J �J` __ - t " \ j� {x.. Y�EPTH OF ""h• "_W ��S i %J/ tl u �/ _ \ l EXIT ' LATER \ \1 J J J J AND AL ,d,.w."`.�T'.„„+... _viW•-�-_-_ - soh ° iJ/ ..^'apse "<u nFY REDI-ROCK J l / J % / // - -� 3D zP• /' 3, Yi " I� \`�i-�TENGINEER RIOR \ \ \ \.^ ..".`- .'./°' N To BC' RETAINING / / // i! C NS OF ", _...W`, / / I Eatin Woterlinee3 '-�---- ;v / �z JJ / / J /' RelQctoted 9 F <o aOW 77 ma, / 8W 71 y��.--. \ r r EXISOp�C _ - T H RE01-ROp( PROPOSpD \ - rI r: % / CUIr t /' _ _ _' _ J �6'.� AC Pb ,.: x, B � � 4 J he CES E D RETAINING\ G-6 '1 + �..a.. ;g. . _. _ _-.- it x; I ^DIY �B �,/( •P / 4A WA `` �'AIRlfIATO% -- - _ 1, r i -I ° w^ t ...roe cav Toa o e U --'A" \ ROP. __' S"'L"-.^'•'.,t,.; 48 FOJ?7 -. a� , , >ti NYOPLA WITH SAFETY v 1�- 8" 1 fir... KIECLER - -_ \x °' I I I _ _ VW. AR 144V__ O ! 3 6,966 Sp� INLINE RAILING SA P \ ...: ,.� a,T: �v... ro` \ 1; <° I. I ' I '7 cr a 1 B PL9YC DRAIN ` y N '. ___ •,..,,„..:, _.. : l= I V _ NEAL N. [GI-Tf ( 73'rc 3 RDUBD "\\ 15 \\\ Liu No. 02 I ! II 1 II \\ \ •Po %x/3-/0 �wm 1 ,.II :-�-' .. \\ \ \"' \' \M1,a•,�'"�'\: \ m_..• .,, .:-..,_ .'.yGj°=":: - - 'gym `� s��.rp.. rr I V \\,.i `M \\ \ \ \ ~` _ /L 3 G>ss TONAL PROPOSED CUDRAIL �N G 1 H PR AYOSRD ONE STO ai 33 &.�k�RY C♦AqqR�\BUILDING �, r0_/ m 1,6,500\S�I \,I , \ ` -:.f` Jp \••.'__-�_'�- % -..\ 100' X �>� I\; /+° t7.-�.•.. `��`-�•/� ! J /i'6 47,190 1.ZJr ^ YT REL // \. ! ..��,,. r -?i %^*.., °• e�*� kr / V] &' • • ^\\ BETA-RR`OCK e«,;a;;Y.,\ ,i 4� Jf ��Y 4F! J✓`•.. J; r n �¢q \ rp J iT '7-" o do EX \� WALL -'q` "' \ -:% \' _._£ r 10 J , vv vv 4)6v RAIU UNE \ i A \ ! ai/ a rP!i •"J /7 ��i ?fl.'<a MEIER ° ) ! ��VAULT \� al TNp f/y ly F;a' t`g'° �J ttJr I Tc 7z ' MAT /r^" '� - , ! • .. - . • X .,\ REDI-ROCK Cy_ e N BETA -� EXISB Iv. / I 73 • • - _ :\ RETAINING ; i 'CDR t a° '� ,6 WALL"A MA7 tFF �,"fir, r ar \ _ /�-..<, - P 7H FORC€iW J9 r EXISTING / !! _.;-`;`>;~.`...•. - r I\cVPa'° s'� g 72'TC _ — »u'ep7�' 6W JS 3 - - CURB S o T 71'"M y— 470-r, wR 7 T• \ \ 7a \ / 1_8X6 RED. •� FHA1 \��h - _ l� 3hC 1 6X6 TEE `� 21 �s 17c` \\ ._ �. �� `737c 41 496 - ° . /c ♦ \ _ - - JJ T, '"^'+. O o 0 FHA \ f \ — \ , ,K - ..7`\ ;?JJ ``w1 .:•L�Y� i .~�-i a v v v fix '� II o �v �► 69°TC �� 2-8X6 TEE 7c n c J SCI% /JJ L - - "--; �" qq qa qa BEND�_� I_ . t ir! �1-6x6 - r it'osf `�Uh7 �L S 4t;7T3'"'� t' 3 NiN�: ALL CURB SPOTS V % /I?/ / 1e• 'W; G.V, —.�'w �- \ lmrc ' SgNITgRYCATI'C Tp�� ®J�//� \°� Y ARE SHOWN TO TOP OF t 68hC rL CURB ELEVATION_ / T ! ! 6 's a. a .� \� a'•- ` 45' \ pe0p0 �� Il ° - 0 iu 466. ,p 3 se7c w' '� w d -T1 BEND " O r' AryD 2?'E'D p/ E B n !t*;' Itr c so le' 6w' EX OFL`0 K'A �A'O Ji \ 1 - N �I �NE,,JSUnoVcRUAE�(6.00 N ��..� ] / '\ � I \ \ I � .:_•, cc c=iz .ccTt o \\ N4p �OSU T y?" o &' '! -r,� a}v /1 / , I/ _ ,� I \f \\ i I I .TER •1\�' ` T - M"'•��. �1!?"1A'C 1?? °aTj �;'# • \\ \ I 6" nip AULT _ METER \ 71 \ < yii//f 4T RETA)N IVG WALL SCHEDULE: I I I FIRE SE VICE VAULT ---1"! I s7 r a�. u m l >#$' . I \ POPOSE' ONEI STOR I "� F " <r \ } TYPE "A" —REDI—ROCK; ORANGE BASE BUiLDINCI A-' I I I BEND ° g r"" + » -=--,` �=� `JNITH MEDITERRANEAN TOPCOAT ,NOTE: \\ I �c'-464-I -- L_._ PROP. ONE TORY I; I Qk- - t ' \ '1\41800 7r I I I '�' 1 BRI RETAI G p -."::. b--.._. .'Z. Z rreieawl PiFy6al I I SS 1UILDING B I WALL k �- TYPE, "B" -FIELD BRICK; HARMAR fi Il? I I i i baa �R6a6aa mwaSol IT6eg.wi RE/65101 FFaTeaw �� tTc+fia.ro 14,8006 sk m - +61� \ �'T B25• 6 ` ,c "`=� �Yyl (r,•�: - a/ ,_ 7o-- J 27 FT. WASHINGTON ANTIQUE S.B. CONTRACTOR SHALL COORDINATE OF WITH RWSA AND (-t-I �. ;; \ ACSA DURING CONSTRUCTION OF THE CONNECTION TO 4 FLASHED THE EXISTING RWSA 12" WATERLINE. CONTRACTOR 1 I I I I ?\ I 1 I \^ I rrc x6e.ro Hyl /% SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 5 JL I v I I I I C v I I I /" M s•7 1 ___ So i vv� I I,/ 677 1 uT. I I , s/ v� ' ; _ ,BLACK METAL SAFETY RAILING TO BE z" WATERLINE DURING CONSTRUCTION AND TAPPING. W 6' PvcI6M1�I.`. I A' \_ I _ _I _ " \ M e•� -- 1 - 72"%flz _ 22,p ( 0{ e b a TAPPING SLEEVE INSTALLED ON_ALL WALLS THAT EXCEED CONTRACTOR SHALL VERIFY THE HORIZONTAL AND •", W W W d / 225' AND VALVE y1tf'i,`�-F UR FEET IN HEIGHT - VERTICAL LOCATION, THE OUTSIDE DIAMETER, AND THE �y O / •\ / 677c CH HYDROD AMIC �•!-\ \ E o / B THRUS 8LOCK ,. _ r -„_ ,,., PIPE MATERIAL OF THE 12” WATERLINE PRIOR TO Q V J ♦ ' \ ENDS _ S .a,. ORDERING THE TAPPING SLEEVE. RWSA SHALL BE a W F �- co — . STORMFINER SEPARAT / \ \ 25 67l' MATCH EXISTING a N PAVEMENT CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND PRESENT DURING THE TEST PIT. THE �i m % /, lO ® ,7l-- '\\ _\\ \ ,1 � - PRIOR TAPPINTOSBEING ORDEREDLEEVE SHALL . THE TAPPING APPROVED BY RWSA z w W Q CON�(I/ E7! lid---- '_ - \ °J��°'O _ _ - T - -- - -APS _ - THE TAP.HALL BE APPROVED BY RWSA PRIOR _0/�1--0 ` ofc—ola-- oVc—ofd--0fE--v0J-0fc—o a o \o o ._°iC"•�- - .... _ '-' -CT.:...." .. ....::ax_ " _ - . _. o o _ oX LocnnaW TO TR Q Q _ 8 ---- - ..........\ -- o _ -� '�--° o/�o _ ounavrel crensJrs Enc+ ACTORS H _ _ _ _ _ ... _.- _-m.__•^--°^' ' _-- - —v\w-'--x-,"� -�--.- ."_..w.___ _ _ -` _ ,9 A �....—y¢.... .. A MINIMUM OF 3 BUSINESS DAYS NOTICE SHALL ~ l .-U 4 / F/O PED, ., ., rxr -g6°6 _ -._,. ....<. k� m m acA� ¢ ��` I EX `t.arnox 6x. Po nfiex wnc ux6 _ _ _ i"A!".""" GIVEN TO RWSA TOR 12 INSTALLATION OF THE Z I M BE ��' / N +2 c ..g e �' _ - •o TAPPING SLEEVE. 12"XB" TAPPING SLEEVE AND u/c Pwm oPnc '`.. ._.. �/ -- _ - 4O PROPOSED PAVEMENT �� .,». - ®"•- VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THEcn �R--'•7 - aec=al.. .. -EXISTING POLE TO q _...b; r .. - - ""'`-'�"'�."•'" EXISTING POLE AND BE PLACEMENT OF THE 12"X8" TAPPING SLEEVE, A GUY WIRES TO BE K RELOCATED 26 CONCRETE PAD AND THRUST BLOCK SHALL BE yj Z O PROPOSED CG -6 / O .' 1 RELOCATED ,/ PLACED UNDER AND BEHIND THE TAPPING SLEEVE F r?l a w (' I x , EXISTING POLE AND ADJUST TOP W MH AND ALLOWED TO CURE FOR A MINIMUM OF 24 HOURS ' GUY WIRES TO BE TO MATCH W �.� /' / PRIOR TO CONDUCTING THE TAP. ~ r _ MATCH EXISTING SEMINOLE TRAI&-- RELOCATED PAVEMEE ELEVATION -'\ CURB AND GUTTER STATE RO[jTE-29 /°� ? NO PERMANENT CONNECTIONS TO THE POTABLE 'Ow \\ AND SIDEWALK VARIABLE WIDTH RICHT OF WAY / �� WATER SYSTEM ARE ALLOWED UNTIL THE NEW IL m \ / ,��^-^"'^ WATERLINES ARE TESTED, DISINFECTED, AND READY _-,.__-____ -_.._=r...n.».,-."•-"-�-".^:•.1-^'•^"'"a"""""«•'__•_'"""""`"""•"'«®•�'�'• / SERVICE. SEE RWSA GENERAL NOTES. _____; --- ----______.____, / FOR DDR PROJECT NO: 70379 _.. ' --''"'" "-"'" "-""` � -' /! THE RWSA WATERLINE WAS CONSTRUCTED WITH I t ---•-------. CONCRETE THRUST BLOCKS OF UNKNOWN SIZE AT ALL INDEX TITLE: BENDS. IT IS THE RESPONSIBILITY OF THE � r CONTRACTOR TO AVOID DISTURBING ANY THRUST mm J+ MISS UTILITY NOTE: BLOCKS DURING CONSTRUCTION. 1' �'U CONTACT MISS UTILITIY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE THE RWSA WATERLINE BEING TAPPED OPERATES AT A 30 0 30 60 90 UNDERGROUND UTILITIES MARKED. THE CONTRACTOR HYDRAULIC GRADE UNE OF APPROXIMATELY 795' SHEET NO: SOF 11 SABOVE SEA LEVEL. SERVICE OWNER IS RESPONSIBLE HALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE FOR DETERMINING NEED FOR PRESSURE REO ING SCALE: 1" = 30' VALVE AND FOR COORDINATING INSTALLATIONN WITH H AND SERVICES TO HIS OWN SATISFACTION. ACSA AS NECESSARY. DATE: 5-2$-2M PROPOSED r Y1 .._\ 1 \ 1 i1 l Immo Ok M ESMf_ - t f ! — d _u I+ ( f / 71 I I I \`.\\\ \\ \' -—i"~r.•�/ / / ,OB 383 0 — i!r JJ 9 DfOINAFE \_.. - , I.---" --_.\ `\ - - '- 1 rj/!' 1_ = c n6 C > < r _ L . / .w $ `" W I/ f VARIABLE WIDTK _I I STORM DRAINAGE EASEMENT / c DB 3839-300 l� i VARIABLE IND / ) STORM DRAINAGE EASEMENT OB 3839-300 1 Ir / / r / 1 / / ! i I 1 ! 1 � ! l ac Ir 1 � ) I 7 I / 6,969 SP P4AYCR0UND1\ RETAINING ) ) \,q \ \ ^' " l r' I WALL - •A• J \ KttHSR R 1\ RAILING Err ) 1 XECL,ER s... J I I % ` ., •• \ GPOSED— '. \ \ D RORAIL '• PROP � tD ONE STORY \ DAYCAR\Az,gUILDINC 12, 500\S \�\ 100' 1257,8, \ REDI_ ` ROCK \ RETAIIQ �. WALL -'A\ WITH 1 \ \ \ RALUNSGAEEt�'\ \\ acne �\ �• m t.,. • � \�... d l � vv �` SOB'_ ago ,. .z l { \ - -- -4&- -' .r_ ., :.9 \\\ i i l" \ \ \ �t a'�\' \ ` \ t;. NEAL N. WRIGHT I.ic. No. 22402 ' 4 " /ONAL BN r lT _ \4 4 '90 et > r i .. „ ROCK \ \ RETAINING-. i- ,ad / �'�•°.�� !�>�,� \;\ .Tal '/ -- -- v -»: WALL,. •Aa. / Id r�iJtt4 t, s _� �l '.'°. WITH -O,pC[' 1 � •' ems ; -• , � .m+PROTEC / �. A z oG <-a-. naw o w �'� I I I a - - k:'^• // JI -` Pr"�.. /t _ sem/ I ;'\ cn e -n..- .:.lar ••-•,........ tj ' i - w a \ ¢ ! t \ f e O cD v DB 3838- - 'r3 /I 1, y 30O L — S m o 7 If 6 20' L ESMT -. k •�\•• �'V. 469_ \.\ D z m o �'-I \ • I _ r __ s " \ I �� {r 41 -NAL '1~\ �75 o G /] � I \N \\ I I . I ' I' ''I : � In-usr • z41pi ' • :`.'• - N ��__--___.-..,\\ W w 6 I I \ \I 1 I f_ I --�\` ^� •• >� _ '�,,., ar RETAINING WALL SCHEDULE: I \ P1�pPOSED ONEI STORY { --- TYPE "A" — REDI—ROCK ORANGE BASE z £ BII�LDINCI ii'— — ase_ I I Il w <.I a \ '>y;, x< / \\ LTH MEDITERRANEAN TOPCOAT v v I I r _ _ _ PRO. ONE 'TORY 1 _- a 'N " I i y y41800 i i BUILDINCI B T ' G I '` : / ( 6�/ TYPE,"B" — FIELD BRICK; HARMAR I ` 4 —��(( -470 #627 FT. WASHINGTON ANTIQUE S.B. I I 11 \\ I I \\ ,800 S v \ *\; G i r o $ \ FLASHED w STM DRAINAGE SEEI JENr � 9 t X �ASEUEou EiAM ` / �a, vv BLACK METAL SAFETY RAILING TO BE 1 /}• z6 na 1 \'\_.-ID 3839-300 r\PWlNNGS `\�_ d '\.� _/ ._- / I _ INSTALLED_ON... ALL WALLS THAT EXCEED —.--FOUR FEET IN HEIGHT INSERT SCALE: V = 20' �is• •On .�� O nou"(J Lel s6wr:04-a••-.��_�• j/ �n 117�/I� a_L��.� �� `��• ` �� - k,a " I Li�c�a7•LI i�a.�ya �,rrr.� all -.� �� ••~��';.-�1//�/„�,.G �•i !SLI. r I• - a�•yawrwa:zlr9s��+� z�aJ■ma'��'�\•'�.+, �� j�i�•� E ,. • . t•%� fi 7 � � r'�� v'`' ;Y� '�� O\.. � _.� ..�,a.+� -iii � � ,V ' :. ��,,•� �11�' ��• � a i--� —tee ��T�>�_��' d'�� , . IR ' � V . ,%c7��1 • � , ` A � �� %��c�, j ■ .a . • it .. ,. � �,.a1• ..:� __ — _ -_ .,�-.��;: , .- ,... ■ SEMINOLE TRAIL STATE ROUTE 29 �ti�' VARIABLE WIDTH RIGHKOf WAY PLANT L15T QUANTITY KEY B ,ANICAL NAME COMMON NAME CALIPER HEIGHT i REMARRS I CANOPY (9f) TOTAL CANOPY (5F) SHADE TREES ARA Acer rubvm':'bma r,. 'A-metr 'Red Ma a 3.5' S] 627 O Gi5 Gleeitaa 4rscaaM±'Snademaater' 'S:ademaxer L2'wL 3.5' 481 4,810 3 OM Ouercw valu»trm Prm .eed `wdPm Oak 2.5' 34 102 23 1 i lWdlow Oak 1 2.5' 1 1 1 419 1 saw Ilillp 1 21 ORNAMENTAL TREES 9 AC Pmelancmer rcarade.z.a SM1aciow Serv.cebs- a' 99 891 3 NV M nota wr aria nen:y 1-. 9westba Ma .rola 4-5' 77 231 2 LG est cem a - 'na:gKt n [c:•iei C yrGe 6'4' 77 924 BROAD'EAF EVERGREENS UW m 21 I Abel rol.' mieeG' G ht • Abels 2a• • ; 294 114 IC&, "ER c p r'1, � 16 1824 21 'r ue allele. N'Ier nd1 24' r .. 1��0��%lrf 336 71 �L T Ler 5dt T,, w Sof T ..,11 24' 16 1 53 II 1 6 5fnal,rxk 51'. nr k n 36' 23 1219 7 P II P of ab.x ndi 6'-T 44 •f_ 9 .. La ti um ,cnxx Sousse O,a eCN F Mower 1///_//� !»„ Imo. : �Jr.`�rT, WA •. MfDD tate. faro C:ntl Cwa•( px'eC I9 24' 44 3168 .07 PLO, Mian lawoaaan Ccta L' ke4 0,V Lu ken Cl ,r 11 24' O 1070 CONfrti 5 Jb IDs r w naw faebm Red Cesar E' -T 19 89 ORNAMENTAL GRASSES AND GROUNDCOVER S 2 CAU ams roG»zaGOaa'Rari fareaLer Rar1 Forrexe+2a;ne. mean Gram I C -r. 1 WA 1 WA INSERT SCALE: V = 20' �is• •On .�� O nou"(J Lel s6wr:04-a••-.��_�• j/ �n 117�/I� a_L��.� �� `��• ` �� - k,a " I Li�c�a7•LI i�a.�ya �,rrr.� all -.� �� ••~��';.-�1//�/„�,.G �•i !SLI. r I• - a�•yawrwa:zlr9s��+� z�aJ■ma'��'�\•'�.+, �� j�i�•� E ,. • . t•%� fi 7 � � r'�� v'`' ;Y� '�� O\.. � _.� ..�,a.+� -iii � � ,V ' :. ��,,•� �11�' ��• � a i--� —tee ��T�>�_��' d'�� , . IR ' � V . ,%c7��1 • � , ` A � �� %��c�, j ■ .a . • it .. ,. � �,.a1• ..:� __ — _ -_ .,�-.��;: , .- ,... ■ SEMINOLE TRAIL STATE ROUTE 29 �ti�' VARIABLE WIDTH RIGHKOf WAY LANDSCAPE UQUIPEME95 �_ J INTERIOR LANDSCAPING: A AREA REQUIRED: 0.05'47,372 SF = 2,369 SF z QUANTITY REQUIRED: I TREE PER 10 PARNNG SPACE W 153110 = 15.3 TREES WD J QUANTITY PROVIDED: 14 Trees v �" D: uj TOTAL AREA: O Lu � _ REQUIRED: 0.10'59,872 SF = 5,907 SF N AREA PROVIDED: 26,672 SF DDR PROJECT NO: 70379 INDE TITLE: �j SCtIORPAR IN LNDSCAPE AREQUIREMENTS S V INTERIOR PARYJNG LANDSCAPING: AREA REQUIRED: QUANTITY REQUIRED: I TREE PER 10 PARYJNG SPACES 26110 = 2.6 TREES RCYD SHEET NO: 6 OF 11 Nae: 30 0 30 60 90 i. All planuge d baa and Y:ruba» 11 - allows) tc race ad be ma -tam A mauve,"nt. Trn tq.prg d vm n Pdnbi[ee; e!.vM:tul1 be pna,ed m,rvmdy all aAy w-.,,a.>t the o 41 n .1m � use an.•b. QUANTITY PROVIDED: 3 Trees (GT5) M-PLEm2, All al�wua day the Enbanr.eca,r:e,-,ml be mamea�ae a::aneega. SCALE: 1" = 30' DATE: 5.28-2008 PLANT L15T QUANTITY KEY B ,ANICAL NAME COMMON NAME CALIPER HEIGHT i REMARRS I CANOPY (9f) TOTAL CANOPY (5F) SHADE TREES ARA Acer rubvm':'bma r,. 'A-metr 'Red Ma a 3.5' S] 627 O Gi5 Gleeitaa 4rscaaM±'Snademaater' 'S:ademaxer L2'wL 3.5' 481 4,810 3 OM Ouercw valu»trm Prm .eed `wdPm Oak 2.5' 34 102 23 1 OF lWdlow Oak 1 2.5' 1 1 1 419 1 9,637 ORNAMENTAL TREES 9 AC Pmelancmer rcarade.z.a SM1aciow Serv.cebs- a' 99 891 3 NV M nota wr aria nen:y 1-. 9westba Ma .rola 4-5' 77 231 2 LG est cem a - 'na:gKt n [c:•iei C yrGe 6'4' 77 924 BROAD'EAF EVERGREENS 21 A' Abel rol.' mieeG' G ht • Abels 2a• 14 294 114 IC&, 11 a ! Can w c p r'1, 24• 16 1824 21 'r ue allele. N'Ier nd1 24' 16 336 71 �L T Ler 5dt T,, w Sof T ..,11 24' 16 1 53 II 1 6 5fnal,rxk 51'. nr k n 36' 23 1219 7 P II P of ab.x ndi 6'-T 44 08 308 9 LCS La ti um ,cnxx Sousse O,a eCN F Mower 24• WA WA 72 MfDD tate. faro C:ntl Cwa•( px'eC I9 24' 44 3168 .07 PLO, Mian lawoaaan Ccta L' ke4 0,V Lu ken Cl ,r 11 24' O 1070 CONfrti 5 Jb IDs r w naw faebm Red Cesar E' -T 19 89 ORNAMENTAL GRASSES AND GROUNDCOVER S 2 CAU ams roG»zaGOaa'Rari fareaLer Rar1 Forrexe+2a;ne. mean Gram I C -r. 1 WA 1 WA 208 1 JC Jun "ace nre"a [ a Pvarna Lin r P3 Gal. I WA I WA otal Cane (9f): 26,6]2 LANDSCAPE UQUIPEME95 �_ J INTERIOR LANDSCAPING: A AREA REQUIRED: 0.05'47,372 SF = 2,369 SF z QUANTITY REQUIRED: I TREE PER 10 PARNNG SPACE W 153110 = 15.3 TREES WD J QUANTITY PROVIDED: 14 Trees v �" D: uj TOTAL AREA: O Lu � _ REQUIRED: 0.10'59,872 SF = 5,907 SF N AREA PROVIDED: 26,672 SF DDR PROJECT NO: 70379 INDE TITLE: �j SCtIORPAR IN LNDSCAPE AREQUIREMENTS S V INTERIOR PARYJNG LANDSCAPING: AREA REQUIRED: QUANTITY REQUIRED: I TREE PER 10 PARYJNG SPACES 26110 = 2.6 TREES RCYD SHEET NO: 6 OF 11 Nae: 30 0 30 60 90 i. All planuge d baa and Y:ruba» 11 - allows) tc race ad be ma -tam A mauve,"nt. Trn tq.prg d vm n Pdnbi[ee; e!.vM:tul1 be pna,ed m,rvmdy all aAy w-.,,a.>t the o 41 n .1m � use an.•b. QUANTITY PROVIDED: 3 Trees (GT5) M-PLEm2, All al�wua day the Enbanr.eca,r:e,-,ml be mamea�ae a::aneega. SCALE: 1" = 30' DATE: 5.28-2008 1 SANITARY SEWER PROFILE MH -C ->DOGHOUSE MH -EX -2 1"=30' Horz, 1"=10ert a A B C D�«� _... 505 m .::: .. - .. NOTE::: .....:505 f6 w Sag Inlets Only E 475475 1,11MMIR DETERMINE DEPTH g Ey a a, 1 500 - E U) IL -- - - -. .... PRIOR::TO START : OF CONSTMI ; US' 500 0 CO m 0 EPTH \ _ PROPOSED GRADE • - - AND COORDINATE 495 .(ASSUMED - 1 \ -' O WITH REGARLINE 5 495 7 - PROPOSED - PROPOSED - \ - - -. RELOCATION 14 15 490 -VERTICAL g WATERLINE AS - - - �', 490 a :: .- :::MA ,,., PL :. :. :: :. :. U •- dpi 490 (ds) EXISTING GRADE ..... g (ft) 485 - I - VERTICAL BEND - -- - - - "- - - - P 485 ST -13 490 o ..EXISTING 8"_ C 0.901 0.20 �. 1 4.001 0.79 1 0.791 0.016 -:DIP WATERLINE 0.005 0.0831 470 'd2 100% _ N 0.00 _.. _ _. ucn men Tmul 0.38 _ 0 Nc 01-3C F V - (J _ - - _ . . .. 1.29 - ;azo 0.0219 0.005 0.083 11.37 0.21 _ .... f 0.00 0.21 c:r 485 0.42 11.377 ST -14 - 101 0.30 0.85 4.00 .. 1.02 _. 0.0287 0.005 465 7.94 0.20 100% ". _ 0.2 ---'.'_-_ 0.4 -:- -. _: .._. ...:�- >.� ....:: __... - -: 0.30 0.85 0.28 6.50 1.66 - 1.66 0.016 sar 1.es•. 0.083 12.43 0.22 .-meusl BLOCK 465 _N>h 0.22 0.5 0.44 12.433 ST -16 DI -3B 8 0.26 0.66 0.17 w 480 0.016 0.005 0.015 _ - 6.25 .- ..... 100% 0.00 y. d wo. .___.-----""__ .. --_ - -. .._ _ _ 1 480 0.54 0.86 W 4.00 1.86 1.88 0.016 0.005 0.050 0.083 2.77 0.37 100% 1.86 0.00 0.37 0.5 _ OPOSEO 6' W L 8.522 ST -15 DI -3C 12 0.54 y 0.46 PftOPO5E0 8' WfL :... 460 w a iHH. 3.02 0.005 0.050 _:: .. _......_ ..... :. -. rc 3.02 -.. 475 0.5 � w � ST -17 F_. 8 0.14 ..._ 0.09 4.00 .. _as• 0.35 0.016 ....DECLASS 52 '. 460 475 0.083 1.46 0.12 100% o_ --PRFIPOa D IS• HOPE STORM z - ST -18 DI -38 10 0.55 0.62 0.34 4.00 1.36 1.36 0.016 0.083 0.021 0,083 2.9 0.19 98% 1.33 0.311 01 01 01 0.007 ST -7 DII _.Fe 0.85 0.19 4.00 0.75 7 0.016 0.013 0.037 0.083 3.15 0.21 100%1 0.75 0.001 Ol dONERCiORO DEPTH 0.003 ST -21 .-..... 8 0.36 5.7-61-0 .274.00 470 - 0.016 0.049 0.036 0.093 _. 0.19 __ 1.08 0.01 2.46x .... 11STORM 455 ST -40 DI -3B 470 8 1.18 , i 0.89 4.00 3.571 3.57 s... 5` MRY COYER 0.030 0.083 7.75 0.341 99% PROPOSED 24' STORM RWW'M Inv = 471.70• ST -31 DI -36 4 026 0.85 TO' CONSiROC ION - 4.00 .: - 217`-- 9 PVG 3.OSR _ ::: _. 1.45 0.0213 0.021 Inv = 460.45_ 3.68 0.20 83% 0.73 0.15 465 ST -33 .. ._ 41 �.-._. _..�..� .____ ._ __. _ 0.06 .?PRDPosED a. W/L 0.241 1 0.391 0.016 0.02571 0.0211 mu ,WS 0.14 97% 0.38 0.011 1 "SAN - ....-. MRY LABRAL 150` _ ...� ,} .._-. 460 as PROPOSE" � wh-..-.: 450 460 r " 455 .. _ 455o�'� .. _: 450 450 p U NEAL N. WRIGHT w�a _.. .....:. .. ... � �� : pr�; lac. No. 22402 445 - f 455- A - _ _as _, 440 <� .-. -_.. Atm - 450 1ONAL 0+00 1+00 2+ 00 3+00 4+00 5+00 6+00 1 SANITARY SEWER PROFILE MH -C ->DOGHOUSE MH -EX -2 1"=30' Horz, 1"=10ert *NOTE: A MINIMUM OF 3 BUSINESS DAYS NOTICE SHALL BE GIVE TO RWSA PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. PLEASE SEE THE NOTE ON UTILITY PLAN SHEET FOR MORE INFORMATION REGARDING THE CONNECTION TO THE RWSA WATERLINE. 2 WATERLINE PROFILE S' 9 1"=30`- Horz, 1"=10' Vert - 0 N o °3 t.::::::. _... 505 m .::: .. - .. NOTE::: .....:505 f6 w Sag Inlets Only E 475475 1,11MMIR DETERMINE DEPTH g Ey a a, 1 500 - E U) IL -- - - -. .... PRIOR::TO START : OF CONSTMI ; US' 500 0 CO m 0 EPTH \ _ PROPOSED GRADE • - - AND COORDINATE 495 .(ASSUMED - 1 \ -' O WITH REGARLINE 5 495 7 - PROPOSED - PROPOSED - \ - - -. RELOCATION 14 15 490 -VERTICAL BENDS WATERLINE AS - - - 22 490 24 :: .- :::MA :...._ PL :. :. :: :. :. U lin/hr) (cls) (ds) EXISTING GRADE ..... ffT (ft) 485 - I - VERTICAL BEND - -- - - - "- - - - 485 ST -13 DI -3C o ..EXISTING 8"_ 0.22 0.901 0.20 �. 1 4.001 0.79 1 0.791 0.016 -:DIP WATERLINE 0.005 0.0831 470 'd2 100% _ N 0.00 _.. _ _. ucn men Tmul 0.38 _ ST -13 01-3C F V - (J _ - - _ . . .. 1.29 - ;azo 0.0219 0.005 0.083 11.37 0.21 _ .... f 0.00 0.21 0.5 0.42 11.377 ST -14 DI -3C 101 0.30 0.85 4.00 .. 1.02 0.016 0.0287 0.005 0.083 7.94 0.20 100% ". 0.00 0.2 ---'.'_-_ 0.4 -:- -. _: .._. ...:�- >.� ....:: __... - -: 0.30 0.85 0.28 6.50 1.66 - 1.66 0.016 sar 1.es•. 0.083 12.43 0.22 .-meusl BLOCK 465 _N>h 0.22 0.5 0.44 12.433 ST -16 DI -3B 8 0.26 0.66 0.17 4.00 w 0.69 0.016 0.005 0.015 0.083 6.25 0.23 100% 0.00 y. d wo. 7TTRCP M : -* Inv= 4634) . .. --_ - -. .._ _ _ 1 12 0.54 0.86 0.46 4.00 1.86 1.88 0.016 0.005 0.050 0.083 2.77 0.37 100% 1.86 0.00 0.37 0.5 _ OPOSEO 6' W L 8.522 ST -15 DI -3C 12 0.54 y 0.46 PftOPO5E0 8' WfL :... 460 w a iHH. 3.02 0.016 0.005 0.050 _:: .. _......_ ..... :. -. rc 3.02 0.00 : DI: CLASS 52 :.: 0.5 � w � ST -17 F_. 8 0.14 ..._ 0.09 4.00 0.35 0.35 0.016 ....DECLASS 52 '. 460 0.021 0.083 1.46 0.12 100% o_ --PRFIPOa D IS• HOPE STORM z - ST -18 DI -38 10 0.55 0.62 0.34 4.00 1.36 1.36 0.016 0.083 0.021 0,083 2.9 0.19 98% 1.33 0.311 01 01 01 0.007 ST -7 DII 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%1 0.75 0.001 Ol dONERCiORO DEPTH 0.003 ST -21 .-..... 8 0.36 5.7-61-0 .274.00 1.09 a455 0.016 0.049 0.036 0.093 2.61 0.19 99% 1.08 0.01 0 0 0 455 ST -40 DI -3B -2,INg 8 1.18 0.77 0.89 4.00 3.571 3.57 0.016 0.015 0.030 0.083 7.75 0.341 99% 3.53 0.04 ST -31 DI -36 4 026 0.85 TO' CONSiROC ION - 4.00 U.881 ::: _. jn 0.0213 0.021 0.083 3.68 0.20 83% 0.73 0.15 ST -33 DI -313 1 41 0.071 0.851 0.06 1 4MI 0.241 1 0.391 0.016 0.02571 0.0211 mu 1.74 0.14 97% 0.38 0.011 1 nen ....-. .. _ 450 *NOTE: A MINIMUM OF 3 BUSINESS DAYS NOTICE SHALL BE GIVE TO RWSA PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. PLEASE SEE THE NOTE ON UTILITY PLAN SHEET FOR MORE INFORMATION REGARDING THE CONNECTION TO THE RWSA WATERLINE. 2 WATERLINE PROFILE S' 9 1"=30`- Horz, 1"=10' Vert - 3 FUTURE ACCESS TO BERKMAR LANE PROFILE S9 I"=30' Harz, 1"=10' Vert 0 N o °3 z Y m 505 m .::: .. - .. NOTE::: .....:505 f6 w Sag Inlets Only E � 5 1,11MMIR DETERMINE DEPTH g Ey a a, 1 500 - E U) IL -- - - -. .... PRIOR::TO START : OF CONSTMI ; US' 500 0 CO m 0 EPTH \ _ PROPOSED GRADE • - - AND COORDINATE 495 .(ASSUMED - 1 \ -' O WITH REGARLINE 5 495 7 - PROPOSED - PROPOSED - \ - - -. RELOCATION 14 15 490 -VERTICAL BENDS WATERLINE AS - - - 22 490 24 (ft) (so) U lin/hr) (cls) (ds) (cls) (1) ffT (1) (ft) 485 - I - VERTICAL BEND - -- - - - "- - - - 485 ST -13 DI -3C o ..EXISTING 8"_ 0.22 0.901 0.20 1 4.001 0.79 1 0.791 0.016 -:DIP WATERLINE 0.005 0.0831 6.76 0.19 100% 0.79 0.00 0.19 ucn men Tmul 0.38 6.763 ST -13 01-3C 81 3 FUTURE ACCESS TO BERKMAR LANE PROFILE S9 I"=30' Harz, 1"=10' Vert LS r -CU UF313 fWatun unuat rcrodur m earanM numamc I 4 204 CALCULATIONS Note: Flow from EX -24 is from up stream inlet EX -26 5 229 CALCULATIONS 9 0 N o °3 z Y m LII 8tormwater Inlet Compuhtbns m w Sag Inlets Only E � 5 g Ey a a, 1 5 E U) y /= 77�5 U a a 0 d 2 ; US' > a 0 CO m 0 110 w a° E 0 0 r 2 d m 1 2 3 O 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 22 23 1 24 (ft) (so) U lin/hr) (cls) (ds) (cls) (1) ffT (1) (ft) (1t) (cls) (cis) (ft) (a) (ft) ST -13 DI -3C o 8j 0.22 0.901 0.20 1 4.001 0.79 1 0.791 0.016 0.02191 0.005 0.0831 6.76 0.19 100% 0.79 0.00 0.19 0.5 0.38 6.763 ST -13 01-3C 81 0.22 0.901 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 11.377 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 0.4 7.943 ST -14 DM 101 0.30 0.85 0.28 6.50 1.66 1.66 0.016 0.0287 0.005 0.083 12.43 0.22 100% 1.66 0.00 0.22 0.5 0.44 12.433 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 ST -15 DI -3C 12 0.54 0.86 0.46 4.00 1.86 1.88 0.016 0.005 0.050 0.083 2.77 0.37 100% 1.86 0.00 0.37 0.5 0.74 8.522 ST -15 DI -3C 12 0.54 0.86 0.46 6.50 3.02 3.02 0.016 0.005 0.050 0.083 3.83 0.43 100% 3.02 0.00 0.43 0.5 0.86 9.803 ST -17 DI -38 8 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 -18 DI -38 10 0.55 0.62 0.34 4.00 1.36 1.36 0.016 0.083 0.021 0,083 2.9 0.19 98% 1.33 0.311 01 01 01 0.007 ST -7 DII 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%1 0.75 0.001 Ol 0 0 0.003 ST -21 DI -3B 8 0.36 5.7-61-0 .274.00 1.09 1.09 0.016 0.049 0.036 0.093 2.61 0.19 99% 1.08 0.01 0 0 0 00 ST -40 DI -3B 8 1.18 0.77 0.89 4.00 3.571 3.57 0.016 0.015 0.030 0.083 7.75 0.341 99% 3.53 0.04 ST -31 DI -36 4 026 0.85 0.22 4.00 U.881 1 0.88 0.0115) 0.0213 0.021 0.083 3.68 0.20 83% 0.73 0.15 ST -33 DI -313 1 41 0.071 0.851 0.06 1 4MI 0.241 1 0.391 0.016 0.02571 0.0211 0.083 1.74 0.14 97% 0.38 0.011 1 LS r -CU UF313 fWatun unuat rcrodur m earanM numamc I 4 204 CALCULATIONS Note: Flow from EX -24 is from up stream inlet EX -26 5 229 CALCULATIONS 9 U) Z Z 0 a� g E-+ Q W J (Y �'. O CL � Q u Z O J Ill r O w a = a DDR PROJECT NO: 70379 INDEX TITLE: C t'D S9 SHEET NO: 9 O 11 DATE: 5.28.2008 0 N o °3 z Y m m w W w N W m O OO m O U m a e P 99990 U ' o < & 3 a U) Z Z 0 a� g E-+ Q W J (Y �'. O CL � Q u Z O J Ill r O w a = a DDR PROJECT NO: 70379 INDEX TITLE: C t'D S9 SHEET NO: 9 O 11 DATE: 5.28.2008 m W Z N W m O OO m O m a e U) Z Z 0 a� g E-+ Q W J (Y �'. O CL � Q u Z O J Ill r O w a = a DDR PROJECT NO: 70379 INDEX TITLE: C t'D S9 SHEET NO: 9 O 11 DATE: 5.28.2008 N d GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL SEWER SERVICE LATERAL CONNECTION NOTES i. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE o AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE n` m LATERAL PIPE) SHALL BE AT LEAST 0.2 HIGHER THAN THE YI Y p TOPTHERMANHOLE.VATIgJ Of' THE LOWEST PIPE CONNECTED O •1\ AI L IL INITIAL BACKFILL ezA IVB SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE Q C -V MIN. MIN. CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", "r ,fn 4Sa° may MINIMUM GRAAN DED FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" 2' MIN L V/ PLUG 6" BEDDING FRAME &COVER 8 STONE PER FOOT N6 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM I' DIAMETER OF 4". O LU " J SEE FIG. S-I-D,E "STABLE SOIL ROCK ( ) STREET SURFACE OR ALL SEVER LATERALS SHALL NAVE A MINIMUM COVER 2 NON -PAVED AREA 6 3 FEET. SALT " SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL SLOPED AREA 1 TREATED 1 1 STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND 2 .4 V-0" MAX THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF FINISHED GROUND MARKER y68 STONE. FOR ALL BENDS FOR TEE OR WYE FITTINGS 2-0" ZRINING BACKFILL SHALL y "WEDG-LOK" TYPE ONTAIN ROCK MATERIAL '\ w WIDEN TRENCH TO RUBBER COATED STEEL R THAN 6' IN ANY FOUNDATION N POOR SOIL UNDER -CUT CONDITION ACCOMMODATE STEPS OR APPROVED SION PLUG END OF - a0 ANCHOR IF EQUAL CAST IN PLACE 3'-0" MINIsm op REQUIRED.IT IAL BACKFILL" MAIN LINE SECTIONSERVICE LATERALPRECAST REINFORCEDM CONCRETE SECTIONS 12 MIN 8HOROU)GHLY COMPACTED 5'(Max)BEDDING AS EMBEDMENT 40' (Min)0" RING SEALS i6" MAX INITIAL BACKFILLREQUIRED " MINIMUM ELEVATION SPRING LINEY HAND OR APPROVEDUNSTABLEECHANICAL TAMPERDIFFERENCE ACROSS M.H. 5" 4'-0" 5 OF PIPEUNCHING SOIL\ IN. MIN#6B STONEFROM INLET TO OUTLET N0. 68 STONEPLUG SHALL BE 0.20 FEET. DING 6" mox 68 STONE4 45' DEPTH OF FLOW CONCRSETE VARIES 4" min/�\MIN MIN CHANNEL TO BE1 NDATION ((SMALL BE X51 L CK' STABLE SOIL OR ROCN�3/4 OIMAETER OF UIRED WHEN SOILT T CONTRIBUTING -- '•�••--- NDITIONS ARE UNSTABLEIN LINE WYE-TEESEWER. L PIPE) PLAN U NEAL N. WRIGHT > SECTION 1-1 SECTION 2-2 A BILLETED INVERT OR A SM00 •4 12" NOTE TRANSITION OF FLOW BETWEEN 1. NO ROCKS SHALL BE ALLOWED WITHIN 24' OF THE WATER LINES. VARIES Lic. No. 22402 A PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. L H T L H T BEND BACKFILLED ENTIRELY WITH NO. 21A STCONE. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED 90 2.50 2.50 3.01 0.24 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED 3.WHERE ROCK IS ENCOUNTERED PIPE SHAALL BE INSTALLED ON A MINIMUM 6" NOT TO SCALE 11 1/4 1.50 2.00 2.50 0.10 INSIDE AND OUT. BEDDING OF N0. 68 STONE 90 3.66 3.16 3.21 0.48 N Z 45 2.66 2.66 2.77 0.26 3.16 2.91 2.66 0.32 8" 22 1/2 1.66 2.16 2.69 0.13 11 1/4 1.66 2.16 2.67 0.13 TYPICAL MANHOLE SECTION 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 1 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REWIRED WHENEVER THE PIPELINE : CHANCES DIRECTION, CHANGES C/) c) DEAD ENDS AND AT VALVES. rn 2. USE 2500 P.S.I. CONCRETE. O Ci 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. yy 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE &SIZE OF _ P ALL THRUST BLOCKS. NOTE: HYDRANT MUST BE 1. DUMPSTER WALLS TO BE 9'-0" HIGH. z c SEE CURRENT EDITION OF ACSA 2. PROVIDE CONC. PAO, MALLEABLE STEEL CENTER h m APPROVED PRODUCTS LIST EQUIPPED WITH CHARLOTTES - FOR ACCEPTABLE VILLE THREADS WHICH IS STOP/HOLD, AND SLEEVES FOR THE GALV. LOCKING PINS w o rn a Q MANUFACTURERS THE LOCAL STANDARD. IN THE OPEN AND CLOSED POSITION. FIELD BRICK #4 HARMAR a w 3 1 CONCRETE THRUST BLOCK DETAIL 3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ __- - - - LENGTH OF BRANCH VARIES CONC. AND PROVIDE 4, CONC. DOME TYP. SEE PLANS FOR A'627 FT -WASHINGTON o ED __ SIO NOT TO SCALE 6' MIN LOCATIONS. PAINT SAFETY YELLOW. 1O' -O" MIN. ANTIQUE S.B. FLASH (270') 2' TO 10' C7 w EVE HOLES FOR f� z PAD LOCKS 7 CU. FT. 18" VALVE BOX o N68 STONE Z FRAME & COVER Z ux m SEE FIG. S-1-0, E 3000 PSI CONC. BASE a mo mo wo 0 STREET SURFACE OR 36"MIN 6" GATE BENCH SLOPED TO FLOW 0 0 0 0 NON -PAVED AREA I I,. •, , VALVE CHANNEL 1/4' : 1' MIN , a c o $ 1 SLOPED AREA J I TEE , Y "WEDC LOK" TYPE RUBBER COATED / ;�;- SCS. 40 GALV. FENCE _ 2500 P.S.I. CONCRETE I- + / POST AND GATE w/ 1'-0" MAX STEEL STEPS OR APPROVED EQUAL BASE AND THRUST .I III - TRE% WOOD -POLYMER Q, CAST IN PLACE BLOCK AGAINST 12, BRANCH `o `o LUMBER SLATS TO BE w PRECAST REINFORCED CONCRETE - w �+ UNDISTURBED STABLE em r� d • �� SECTIONS WITH 0 RING SEALS SOIL, STAINED TO MATCH �y BRICK (FIELD BRICK STEEL PILE - HARMAR INGT#627 z o o OR APPROVED EQUAL _ -' FT -WASHINGTON 3/4" THREADED RODS TO o ® WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. 0 2" ANTIQUE S.B. FLASHED) U u o 3'-0" MIN e A HYDRANT IS LOCATED IN A BILL, ANCHOR RODS SHALL BE GALVANIZED PROVIDE GATE LOCKING coV] THE DROP CONNECTION SHALL BE THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED PINS AND PIN 5 rn ti m3 DUCTILE IRON PIPE (CLASS 50 THREADED RODS IN ADDITION TO POURING RETAINERS w/ w A c9 om 5" BACKFILLED IN 6" LAYERS AN CONCRETE. IF NECESSARY, A STEEL PILE PROVISIONS FOR PAD 1 COMPACTED BY HAND TAMPERS OR SHALL BE USED AS ADDITIONAL SUPPORT NOTE: •s 1� o BACKFILLED WITH SELF -COMPACTING FLEXIBLE CONNECTION - - _ _ _ _ _ _ _ _ _ WITH STAINLESS STEEL ALL CONNECTIONS TO i i 16' MAX STONE. BAND EXISTING MANHOLES SHALL I- BE CORED AND A FLEXIBLE 5" T ® o NOTE : coNNEcnoN " BooT " J L J L MINIMUM ELEVATION DIFFERENCE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. INSTALLED r , POURED CONCRETE r 12"MIN 12"MIN ACROSS M.H. FROM INLET TO E FOOTING ®POSTS VARIE 0 OUTLET SHALL BE 0.20 FEET 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT �/ _ _ J L _ _ _ J Ml s ( INCLUDING DITCHES) SEE FOOTIN. DWGS LOCKING PIN RETAINER ' 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND FOR FOOTING INFO • A FILLETED INVERT FOR A SMOOTH VALVE BOX. Ud S ' TRANSITION OF FLOW BETWEEN 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. Q TYPICAL MANHOLE PLAN SHOWING INLET & OULET PIPE SHALL BE � BRANCH TIE-IN • PROVIDED. IT IS NOT ALLOWED IN THE DITCH. (T 12 • ° • n •p • • p 5. FIRE HYDRANTS SHALL BE INSTALLED AT DW LOCATIONS WHERE NEEP Sq NOT TO SCALE 9 HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF SyO BRICK DUMPSTER ENCLOSURE DETAIL • 3/4 DIA OF LARGEST REOVIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BENOT TO SCALE -- PIPE IN MANHOLE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. S10 MIN. 6" BEDDING WITH NO, 68 STONE NOTES: I. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE FF�v EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. WIDTH VARIES 4,000 PSI Concrete at 28 Days 5 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE ry DESIGN ON SEWERS WITH STEEP SLOPES. / TYPICAL FIRE HYDRANT ASSEMBLY DETAIL Concrete Sidewalk 4' 3" of SM -9.5A' Al TYPICAL MANHOLE WITH DROP CONNECTION S10 NOT TO SCALE 4 - 3000 PSI L N W 6" fu4 vdiY y 5p S10 NOT To SCALE �- � a T �. � s" voor 21 A `��`�` ` � COMPACTED SUBGRADE 04 ®72' Q 4 VDOT 21A 4" VDOT 21A 95% COMPACTED EACH WAY n '"'�°' •'"'"_ "'� 1 Q *FENCE TO HE WHITE WITH A MATTE FINISH em ~ ,. ANGxDAPPo NTKE. M'Nw1AW WAl81Mf TOY W w W oErtIWOIEnmrre rw+ForoEEawdxaW TYPICAL PAVING SECTION TYPICAL PAVING SECTION TYPICAL PAVING SECTION 14 PARKING AREAS Q Q 13 CONCRETE PAVEMENT & DUMPSTER PAD r IEWMMENWIMI. 12 CONCRETE SIDEWALK TOP RALL N __...._._.............-_---.- SiO NOT TO SCALE TOP FAIL SIO NOT TO SCALE SIO NOT TO SCALE H---1 F �y E- PI CKETS Existing Lanes (Width Varies) TURN LANE A 26 PIECES (WIDTH VARIES) c RIMVMFMOA v oow.e v"aeve•-Twn oPr,wwcon I _ nnmeaoa tFil 5, 1 IF FF --II Ww,WaTldO I W F 90TTCM RAIL Sidewalk Px ~ INCLUDES VARif$ '1 IMAIP Na O I„I U INCLUDES nxni I EMtx 3'• W H' STEEL CHAANEL Y °•n'L^'�M ., .. _ 2.0" SM -9.51) Class A3 Concrete o w Pos oEortme wa 1/4" : 1' SLOPE: 1/4" : 1" K Go °•°0.0119• • wM" 4„ a w W MC1T119CNf•1 I EXISTING PAVEMENT SECTION wTEPuaoxLr emwu Mill 1' Existing Pavement CG ;6 •, DDR PROJECT NO: ' ' 70379 vouxo.rXA 10" BM -25 6 PIPE VDOT STD UD -3, to be 6" AGGR. BASE MATERIAL, TYPE I, SIZE 21B7.5'f--- Placed when Grade INDEX TITLE: Exceeds 3% S I 0 7.5" &VARIABLE, AGGR. MATERIAL COMPACTED SUBGRADE 1 ' 90% COMPACTED „ TYPE I, SIZE 21B 1y (RENCDOT HED AFTER USUDI SUBBASE COURSE IS IN PLACE) SHEET NO: 10 OF 11 Du 10 TYPICAL PVC FENCE DETAIL 11 ANCHORING DETAIL 15 TYP. SECTION FOR RT. 29 SOUTHBOUND TURN LANE S10 7/Z a I-0 S10 NOT TO SCALE S10 NOT TO SCALE DATE: $"28.2008 INLET & OUTLET PIPE SHALL BE 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED Ai �o� PROVIDED. MIN. 6" BEDDING NOTE : ABOVE THE INITIAL BACKFILL. C NOTE : W/ NO. 68 STONE T_ PEN CUTS IN PAVED AREAS WITHIN EXKISTING VDOT RIGHT-OF-WAY SHALL BE 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. AJ, Gt 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STCONE. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED `r'ONAL 4� SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. FOR DUCTILE IRON PIPE THE BOTTOM OFF THE TRENCH SHALL BE SCRAPED IN THE TRENCH. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE AND COMPACTED, AND ALL STONES REAM04ED OR A 4" BEDDING OF NO. 68 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. SEWER SERVICE LATERAL CONNECTION EXTENDED OR NON -EXTENDED BASES. STONE SHALL BE PROVIDED 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED 3.WHERE ROCK IS ENCOUNTERED PIPE SHAALL BE INSTALLED ON A MINIMUM 6" NOT TO SCALE C6 INSIDE AND OUT. BEDDING OF N0. 68 STONE .SIO o - N Z DUCTILE IRON WATER PIPE o Z 4 INSTALLATION & BEDDING_ m TYPICAL MANHOLE SECTION 3 TYPICAL SEWER PIPE IN:ST'ALLATION IN TRENCH S10 NOT TO SCALE UU 2 SHOWING BRANCH TIE-IN S10 NOT TO SCALE w S1 NOT TO SCALE 1. THRUST BLOCKS ARE REWIRED WHENEVER THE PIPELINE : CHANCES DIRECTION, CHANGES C/) c) DEAD ENDS AND AT VALVES. rn 2. USE 2500 P.S.I. CONCRETE. O Ci 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. yy 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE &SIZE OF _ P ALL THRUST BLOCKS. NOTE: HYDRANT MUST BE 1. DUMPSTER WALLS TO BE 9'-0" HIGH. z c SEE CURRENT EDITION OF ACSA 2. PROVIDE CONC. PAO, MALLEABLE STEEL CENTER h m APPROVED PRODUCTS LIST EQUIPPED WITH CHARLOTTES - FOR ACCEPTABLE VILLE THREADS WHICH IS STOP/HOLD, AND SLEEVES FOR THE GALV. LOCKING PINS w o rn a Q MANUFACTURERS THE LOCAL STANDARD. IN THE OPEN AND CLOSED POSITION. FIELD BRICK #4 HARMAR a w 3 1 CONCRETE THRUST BLOCK DETAIL 3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ __- - - - LENGTH OF BRANCH VARIES CONC. AND PROVIDE 4, CONC. DOME TYP. SEE PLANS FOR A'627 FT -WASHINGTON o ED __ SIO NOT TO SCALE 6' MIN LOCATIONS. PAINT SAFETY YELLOW. 1O' -O" MIN. ANTIQUE S.B. FLASH (270') 2' TO 10' C7 w EVE HOLES FOR f� z PAD LOCKS 7 CU. FT. 18" VALVE BOX o N68 STONE Z FRAME & COVER Z ux m SEE FIG. S-1-0, E 3000 PSI CONC. BASE a mo mo wo 0 STREET SURFACE OR 36"MIN 6" GATE BENCH SLOPED TO FLOW 0 0 0 0 NON -PAVED AREA I I,. •, , VALVE CHANNEL 1/4' : 1' MIN , a c o $ 1 SLOPED AREA J I TEE , Y "WEDC LOK" TYPE RUBBER COATED / ;�;- SCS. 40 GALV. FENCE _ 2500 P.S.I. CONCRETE I- + / POST AND GATE w/ 1'-0" MAX STEEL STEPS OR APPROVED EQUAL BASE AND THRUST .I III - TRE% WOOD -POLYMER Q, CAST IN PLACE BLOCK AGAINST 12, BRANCH `o `o LUMBER SLATS TO BE w PRECAST REINFORCED CONCRETE - w �+ UNDISTURBED STABLE em r� d • �� SECTIONS WITH 0 RING SEALS SOIL, STAINED TO MATCH �y BRICK (FIELD BRICK STEEL PILE - HARMAR INGT#627 z o o OR APPROVED EQUAL _ -' FT -WASHINGTON 3/4" THREADED RODS TO o ® WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. 0 2" ANTIQUE S.B. FLASHED) U u o 3'-0" MIN e A HYDRANT IS LOCATED IN A BILL, ANCHOR RODS SHALL BE GALVANIZED PROVIDE GATE LOCKING coV] THE DROP CONNECTION SHALL BE THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED PINS AND PIN 5 rn ti m3 DUCTILE IRON PIPE (CLASS 50 THREADED RODS IN ADDITION TO POURING RETAINERS w/ w A c9 om 5" BACKFILLED IN 6" LAYERS AN CONCRETE. IF NECESSARY, A STEEL PILE PROVISIONS FOR PAD 1 COMPACTED BY HAND TAMPERS OR SHALL BE USED AS ADDITIONAL SUPPORT NOTE: •s 1� o BACKFILLED WITH SELF -COMPACTING FLEXIBLE CONNECTION - - _ _ _ _ _ _ _ _ _ WITH STAINLESS STEEL ALL CONNECTIONS TO i i 16' MAX STONE. BAND EXISTING MANHOLES SHALL I- BE CORED AND A FLEXIBLE 5" T ® o NOTE : coNNEcnoN " BooT " J L J L MINIMUM ELEVATION DIFFERENCE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. INSTALLED r , POURED CONCRETE r 12"MIN 12"MIN ACROSS M.H. FROM INLET TO E FOOTING ®POSTS VARIE 0 OUTLET SHALL BE 0.20 FEET 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT �/ _ _ J L _ _ _ J Ml s ( INCLUDING DITCHES) SEE FOOTIN. DWGS LOCKING PIN RETAINER ' 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND FOR FOOTING INFO • A FILLETED INVERT FOR A SMOOTH VALVE BOX. Ud S ' TRANSITION OF FLOW BETWEEN 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. Q TYPICAL MANHOLE PLAN SHOWING INLET & OULET PIPE SHALL BE � BRANCH TIE-IN • PROVIDED. IT IS NOT ALLOWED IN THE DITCH. (T 12 • ° • n •p • • p 5. FIRE HYDRANTS SHALL BE INSTALLED AT DW LOCATIONS WHERE NEEP Sq NOT TO SCALE 9 HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF SyO BRICK DUMPSTER ENCLOSURE DETAIL • 3/4 DIA OF LARGEST REOVIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BENOT TO SCALE -- PIPE IN MANHOLE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. S10 MIN. 6" BEDDING WITH NO, 68 STONE NOTES: I. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE FF�v EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. WIDTH VARIES 4,000 PSI Concrete at 28 Days 5 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE ry DESIGN ON SEWERS WITH STEEP SLOPES. / TYPICAL FIRE HYDRANT ASSEMBLY DETAIL Concrete Sidewalk 4' 3" of SM -9.5A' Al TYPICAL MANHOLE WITH DROP CONNECTION S10 NOT TO SCALE 4 - 3000 PSI L N W 6" fu4 vdiY y 5p S10 NOT To SCALE �- � a T �. � s" voor 21 A `��`�` ` � COMPACTED SUBGRADE 04 ®72' Q 4 VDOT 21A 4" VDOT 21A 95% COMPACTED EACH WAY n '"'�°' •'"'"_ "'� 1 Q *FENCE TO HE WHITE WITH A MATTE FINISH em ~ ,. ANGxDAPPo NTKE. M'Nw1AW WAl81Mf TOY W w W oErtIWOIEnmrre rw+ForoEEawdxaW TYPICAL PAVING SECTION TYPICAL PAVING SECTION TYPICAL PAVING SECTION 14 PARKING AREAS Q Q 13 CONCRETE PAVEMENT & DUMPSTER PAD r IEWMMENWIMI. 12 CONCRETE SIDEWALK TOP RALL N __...._._.............-_---.- SiO NOT TO SCALE TOP FAIL SIO NOT TO SCALE SIO NOT TO SCALE H---1 F �y E- PI CKETS Existing Lanes (Width Varies) TURN LANE A 26 PIECES (WIDTH VARIES) c RIMVMFMOA v oow.e v"aeve•-Twn oPr,wwcon I _ nnmeaoa tFil 5, 1 IF FF --II Ww,WaTldO I W F 90TTCM RAIL Sidewalk Px ~ INCLUDES VARif$ '1 IMAIP Na O I„I U INCLUDES nxni I EMtx 3'• W H' STEEL CHAANEL Y °•n'L^'�M ., .. _ 2.0" SM -9.51) Class A3 Concrete o w Pos oEortme wa 1/4" : 1' SLOPE: 1/4" : 1" K Go °•°0.0119• • wM" 4„ a w W MC1T119CNf•1 I EXISTING PAVEMENT SECTION wTEPuaoxLr emwu Mill 1' Existing Pavement CG ;6 •, DDR PROJECT NO: ' ' 70379 vouxo.rXA 10" BM -25 6 PIPE VDOT STD UD -3, to be 6" AGGR. BASE MATERIAL, TYPE I, SIZE 21B7.5'f--- Placed when Grade INDEX TITLE: Exceeds 3% S I 0 7.5" &VARIABLE, AGGR. MATERIAL COMPACTED SUBGRADE 1 ' 90% COMPACTED „ TYPE I, SIZE 21B 1y (RENCDOT HED AFTER USUDI SUBBASE COURSE IS IN PLACE) SHEET NO: 10 OF 11 Du 10 TYPICAL PVC FENCE DETAIL 11 ANCHORING DETAIL 15 TYP. SECTION FOR RT. 29 SOUTHBOUND TURN LANE S10 7/Z a I-0 S10 NOT TO SCALE S10 NOT TO SCALE DATE: $"28.2008 r--__________________ _ ____ 1 I }A z INLET --�-- - I I I 1 B 11® STEP INLET PLAN VIEW STORMFILTER CARTRIDGE 4 INLET FLOW KIT DISSIPATOR SECTION A -A 1 CONTECH STORM SYSTEM S11 NOT TO SCALE OUTLET NTRACTOR TO GROUT FINISHED GRADE PLUGGED RIM ELEV 518.0(1 B 18 INLET I SEALED INVFI551 OUTLET OU[my.EEEV. SSO.DO OUTLETPIPE SECTION B43 VAULT SrYLE: 12A OUTLET SUMP (NTE) SEALED OUTLET RISER —� 6" Cep Block SETBACK= 0.00" (FrEONMldmg Elocxa) SETBACK = 125" - (4 0" better Angle on Wan) Exposed Wall Wall Ground I Level Leveling PERFORMED OR S-11 3/4" 3-11 s/'ti CORE DRUED POST '^-ME'AL 10 BE CU1 TO Fn POST SOME rD NSVINT BLOCNWT FROM ROTATMO. HOLE RASING POST 6" "-EMBEDDED POST CONCRF PROTECTED W L 2 PART EPDXY DIP - I COIWUXC , ( oUO MR I m n[ WAR e]Y w4L M.NUYAsr game wLa4nw. vw%3l YO EMBED DEPTH+1 T— " TIP 4I 1/2 TAL� 1Wk Aa,.a"9.,eW POUR AR AYMIYO FEW m wosl WARA! xA6 NDN-METAUC F ST WID FLEW EVANDNG GROUT + 1 MIN REPAIR ONLY 4^ IW JTHr �) �STIEET KE --4 N AMNr. \ L.J U SECTION B43 VAULT SrYLE: 12A OUTLET SUMP (NTE) SEALED OUTLET RISER —� 6" Cep Block SETBACK= 0.00" (FrEONMldmg Elocxa) SETBACK = 125" - (4 0" better Angle on Wan) Exposed Wall Wall Ground I Level Leveling PERFORMED OR .1 GAY RE X01 RELLCO OR WEMeD. 1•ji" CORE DRUED POST '^-ME'AL 10 BE CU1 TO Fn POST SOME rD NSVINT BLOCNWT FROM ROTATMO. HOLE RASING POST TOP FINISHED- "-EMBEDDED POST CONCRF PROTECTED W L 2 PART EPDXY DIP - I COIWUXC , ( oUO MR I m n[ WAR e]Y w4L M.NUYAsr game wLa4nw. vw%3l E------------- EMBED DEPTH+1 T— " TIP 4I 1/2 TAL� 1Wk Aa,.a"9.,eW POUR AR AYMIYO c �Wx"�iw m wosl WARA! xA6 NDN-METAUC F ST WID FLEW EVANDNG GROUT + 1 MIN REPAIR ONLY MOUNTING DETAIL JTHr �) jPEYC R0.V ISCZ Np L4) , � -- OYBPT wEe DwTME as INN .4, LENCM (-'FE WATER aUAltt (See NOif <) NOre AROV WTIET RPG 1 IT, �_ OAPCE PIAT, (If REWIRED) 91CP5 ALTERNATE RR LOCATION W NOTE 4) STORMGATE VAULT - PLAN VIEW 1 24•0 11 AND COVER (9Tp) GRADE RING (FIT � l•,T' ?^ _ 5WAGGATE AO.U5TAOE WEIR 451 ORAL IRI STORMGATE VAULT -SECTION VIEW t'A-1 )0B CONI BbxmwelP 9duWne 1 AE)VOMALl' STORMGATE VAULT HIGH FLOW BYPASS A9 GCIt•! 1 PLAN AND SECTION VIEWS STORYWATER STANDARD DETAIL �/SOLUTIONS_ re lNwTm FCWnx xxc:wvrm PNwNM 3 HIGH FLOW BYPASS S11 NOT TO SCALE 1 ,sorOiMw 4 HYDRODYNAMIC SEPARATOR S11 NOT TO SCALE SUMP Cable - 28'x18" Freestanding Block Move Blocks Forward During Installtion to Engage Shear Knobs (Typical) Ground Level E FORCE PROTECTION SYSTEM B Threaded Cable -Termination SECTION E -E ¢ Free Draining Backfill to Extend at Least 12" Behind Wall - Non -Woven Geotextile Fabric (If Specified) 28"x18" Bottom Block i(As Specified by Engi NEND I iiI .ii= Drain rushed Stone DETAILL A SCALE 1/5 SECTIOAN B -B SCALE: 115 a If, Ferrule Cable Termination DETAIL C SCALE 115 SECTION D -D SCALE 115 A 1) Install threaded termination end on one end of the cable. 2) Thread cable with termination end through all the blocks. FORCE PROTECTION INSTALLATION PROCEDURE NOTE: THE CABLE SHOULD BE PLACED IN EACH COURSE OF BLOCK BEFORE ADDING THE NEXT COURSE. 3) Pull the cable through the block untill approximately 2" of threads protrude beyond the end of the block. This will allow you to place the 5/8" x 6" x 9" steel plate over the exposed threads and start the nut. rmina8on End 4) Next, at the other end of the wall mark & cut the cable so that 4" of cable protrudes Galvanized Cable beyond the block. This will allow enough room to install the 5/8" x 6" x 9" steel plate and ferrule termination fitting. 5) After the cable has been cut, slide the entire cable several feet towards the ferule en so that you will have room to install the steel plate and ferrule termination end. See 'Wedge 8 Ferrule Assembly Instruction' Sheet. 6) Next, pull the cable snug so that the ferule is against the steel plate. This should give you two inches of thread exposed at the other end of the wall. c5 RED[ -ROCK FORCE PROTECTION DETAIL 7) Place the steel plate over the threads and start the nut. You can then snug the nut to Sll NOT TO SCALE any desired tension. 1)A Ac DFMPIP90P U7 I `F1 0,37 -Bx� 4""--STl',�, • F2 0.22 Bx4 4" 113 F3 0. 6x6 4" IN t .1 GAY RE X01 RELLCO OR WEMeD. 1•ji" o 10 BE CU1 TO Fn POST SOME rD NSVINT BLOCNWT FROM ROTATMO. 1xID,N rlf R 'F�•I1 G A A lRA NxRS) V IN SIS L S> M. - I COIWUXC , ( oUO MR I m n[ WAR e]Y w4L M.NUYAsr game wLa4nw. vw%3l E------------- -- T— " / +..E IN axone LdLSEE TAL� 1Wk Aa,.a"9.,eW POUR AR AYMIYO c �Wx"�iw m wosl WARA! xA6 . xc PA FLEW NAB INP GIVER REPAIR ONLY (T P1NERf) JTHr �) �STIEET x HEAHT TOLERANCE + yx' X TOLL SLOCK OR s BRAC�iKE-1P GR -2A "B. mNu MR 1 o.. -NA" POST SPACING) N•4" POST SPAONGI ,: TWNACPNx srmN waroLp N ANFR rsr y.. oEnraAreo Yµ1M ..EP 81 M1ENF51 ICA y'NA 55 N' nV[P uepu =nglp[o 6T Aw0.dSr SECTION A -A •p DENGNATON L r W THEE CMfE Wnir xOTES U GUARDRAIL INSTALLATION AIL N OT L SRE Pott 9Z F e o• TAN 05LDIRECTECAR CONST&W WA F AND O a,THEE TAN e o r UH Sg F son-» Pao 1. ALL TS. E 0TNEfl THE R.: M1• — `HUWE H TFFRT FdwT. OJ -OJ -.R CABLE ASSEMBIL SEE NOTE 3 F errtrtrt^eAOROCONRIOYR !• MFI IN,. ^ A^ 6 FILTERRA DETAIL S11 NOT TO SCALE Move Blocks Forward During E— 28" lop Black Engle Shear Knob (T SETBACK =1.25" / Knobs (Typical) eager Angle on WAY) Ground Leval �� e4I-I�Tti=1 IICI I II�II�Ii�I I I .9 � i Tori°=I�"i"iaT�ATi tlTl �-ee'I�u Il�n.a�iu 1=�11�1 IIHI TIE Ik'1fmn11�1111J1 e / If tlllkll11�11=t1 rh�lir-n II II�11-,II�L>xll-� • . 11-11 a If-. 11 n IIaI�nO�p��iVp��O�•.��O��N��O�O�I IFIL-'Il�ft �I•�=II-111 1=1;Illlll�li��:`�O,I�:`�O,I�:�Oi�s�IOI�iL IIII�lai'�a IIP11�11=11=11=11. 11=II=IIF?II- 11 Il�llall. °=lf .fl. - =�1=1L ItE=1l ILII-11��-11= - =1=11= 41C� r7 REDI-ROCK WALL DETAIL Sill NOT TO SCALE CW2 TA ROCNWT PM DOIKMETE PAST .1 GAY RE X01 RELLCO OR WEMeD. 1•ji" o 10 BE CU1 TO Fn POST SOME rD NSVINT BLOCNWT FROM ROTATMO. 1xID,N rlf R 'F�•I1 G L 1. V IN SIS L S> M. IPAIRE TF *CCCATE WNAFACTUED By SYRO STEEL COMPANY. THE PLEAT 350 MANUFACTURED K" O1pLL - i}f• EW e'Ir-T' TREATED PIE BLM M R1E.0-YyREO wTERUK. YF' TREATED" ELOMTREATED PRE BOOL OR PE MAIM. BOiB.. WEE I I 380 TU NG rAITaW URBING A 4 r. OFFSET. �{ Pr 7 4 •" aEPaRNEo ` ra^.r-r - xNroMxD ears) TaaR,, GLreD P!E T 6 I BLOCKOUT FOR MAINTENANCE .' LCs= TxNI i - HEOF POST - A REPAIR ONLY RECY0.m WTFPoAL p: TREAI[BrM1i USE THAN 1.0" x HEAHT TOLERANCE + yx' X TOLL SLOCK OR s BRAC�iKE-1P GR -2A IECYCECD yy Ar NON wtEI9AL AI GR -2 T a (3 -NA" POST SPACING) N•4" POST SPAONGI B,EALRDD ONOAOIL OMONS •T MAX DYNAMIC [REFLECTION Y WAR DYNAMIC DEFLECTION • 3' EXTENDED ENTRE LENGTH OF Po$T AT THE OPTION OF TSE STEEL OPTMBA IgLE p BLORWT. 10 FAC1Yr e •p FNIIICATOR. (Ile CH CORNERS. T ALL COR E:OW SNALL 4Av/MiMO NOLES IH POSf$ �TO i14W A' TO BC lj' MA NL A SLCLCKS ziKC A xOTES U GUARDRAIL INSTALLATION AIL N STEEL POST 1` GVIAORApL LOCATIONS SN OM 0.PN] ME APPWO%IMATE 9Z GUARDRAIL POSTS NOTES: U TAN 05LDIRECTECAR CONST&W WA F AND O a,THEE TAN 1. ALL TS. E 0TNEfl THE R.: M1• FOR BETALS OR POST AND SLOCHOUTS SEE SXEE1 W. 501.05. TO STEEL HE45 ME TO WE BA V/ACEO. STEEL MS G&VA CABLE ASSEMBIL SEE NOTE 3 !• FOR BETNLS Of RNL CLCMENi RNL SPLRT JSEEi W -BEAT NMOWAK SEE lNECt IN,. ^ A^ W.W. E�- I BAr NOS SOI OfL4ND e"ONIB.ORASBWIATED 4 i SINGLE FUN OF WARDRAL 6"Ar.Y-EC. HOLE NAL ARE F CURVED FOR RACX !. FOR DETAIS OF GUARDRAIL, f!£NENL ]PUCE b PINE ROCK �io1 HARDWIRE. ETC. SFE SHEET NDS. tMJX'EETSHOP BETWEEN ENTS q 4Av STEE4 t00 PECYCLEO COMYON NK N LC WAVE 5. ., THE GU N1BR5 OE%CTED MM A.H i B A TEGINCA NATIONAL pNATURAL SOARED S ALL OUAIDRM POSTS SMALL BE SET KUM PO T SMKL W -x" 4'-2-T NF" r-fh'�L..3•-Ni Sq/L• 8�'1-/g 5PLIH� , ` a eE hn Q, PTYOM NOT BE SET WITH A VAIPA110H Of MORE tNAV FROM MAN IMBI WWIpARBBiP B _ ELOCRWT r' ACED in EEEFARM R. VERTgAI W -REM. BLOC%OUTS. AO POSTS SHA. BE SET SOUTHERN PM S. DRNE NAL ON BOTH SIDES BITMN Y• OF THE TOP OR BOTTOM O OOCI(Wi AFTER "A Y AID AIGfED WITHOUT ALTERATION OR FORCE. AS PER e AO` qUANG WASN NERONOY HE USED ON LAST 50• SECTION !0! O' VNE SPECIFICATIONS. OFF 6xS WOOD POST ROUND WOOD POST AT ALL GRD AO TR -2 RAL SNAL - =, SHEET 2OF2 STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM)AVICAMAN ,%F` A XSYED R EJC"� ME FILEIRI BASCD DFf THE IR SXEO GRADE RLNE E X, PAVC4CNi 221 REV. 7103 i HRCSK !0403 VAONA DEPARTMENT OF TRAISPOLTAYION R SH LOPE SLOPE, OR ]FKKILOER SLOPE WYMORNL -SEMI0. =IGT DUNG y AU, E Too ROMMAB�BECiIp! OF VEMLIAV TRAVEL THE TURNED IA O SHEET IAF 3 C, CRT POST CD BREAKAWAY CABLE TERMINAL qO Co 221 V FLARE on SHEET 10, T SF[OFAATgN CP 505 o "Ez� STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) VIRGINIA DEPARTMENT Of IRAISMATATNM . lOLOA CW2 TA ROCNWT PM DOIKMETE PAST .1 GAY RE X01 RELLCO OR WEMeD. 1•ji" o 10 BE CU1 TO Fn POST SOME rD NSVINT BLOCNWT FROM ROTATMO. _'L` '—I rlf R 'F�•I1 G L 1. V IN SIS L S> M. IPAIRE TF *CCCATE WNAFACTUED By SYRO STEEL COMPANY. THE PLEAT 350 MANUFACTURED K" O1pLL - 1�e��B�� TO RAMICES. T" I TKMA•n EW e'Ir-T' TREATED PIE BLM M R1E.0-YyREO wTERUK. YF' TREATED" ELOMTREATED PRE BOOL OR PE MAIM. BOiB.. WEE I I 380 TU NG rAITaW URBING A 4 r. OFFSET. �{ Pr 7 4 •" aEPaRNEo ` ra^.r-r - xNroMxD ears) TaaR,, GLreD P!E T 6 I BLOCKOUT FOR MAINTENANCE .' LCs= TxNI i - HEOF POST - A REPAIR ONLY RECY0.m WTFPoAL p: TREAI[BrM1i USE THAN 1.0" CASTT IN MST BE LAPIS oP IV y X TOLL SLOCK OR s BRAC�iKE-1P y SPACING ! bii tOP ]EC' To 1-YSC-C IECYCECD yy Ar NON wtEI9AL AI T' -P' D 8`g• BtRONE SPE W PO51 POST T a DII lORC�� " amµ W64—WB.! 1 B,EALRDD ONOAOIL OMONS •T COF MAIFER NAY Y RRN A o LYR Ar TNF EXTENDED ENTRE LENGTH OF Po$T AT THE OPTION OF TSE STEEL OPTMBA IgLE p BLORWT. 10 FAC1Yr e •p FNIIICATOR. (Ile CH CORNERS. T ALL COR E:OW SNALL 4Av/MiMO NOLES IH POSf$ �TO i14W A' TO BC lj' MA NL A SLCLCKS TO A N ACWRDAMM WITH VDDT BPECS. U GUARDRAIL INSTALLATION AIL CONCRETE POST STEEL POST SITES REQUIRING LONGER 9Z GUARDRAIL POSTS NOTES: U �Lw. 1. ALL TS. E 0TNEfl THE R.: M1• A+ I TO STEEL HE45 ME TO WE BA V/ACEO. STEEL MS G&VA CABLE ASSEMBIL SEE NOTE 3 2. �TERMTE �K POSTS ANO SLOCROUT MAY INTERCHANGED CH ANY ONE •I IN,. ^ ME RESrRII THAT THE SAME TYPE OF POST BE USED M Ari W.W. E�- I BAr AND ROCKOUT MUST 4 i SINGLE FUN OF WARDRAL 6"Ar.Y-EC. HOLE A".e'vr.E'• TR[ATED �• HOLE :' !. FOR DETAIS OF GUARDRAIL, f!£NENL ]PUCE TREATED PPE ROAV. SYM MU IN PINE ROCK �io1 HARDWIRE. ETC. SFE SHEET NDS. RAN 26CUIDE HOW } ' q 4Av STEE4 t00 PECYCLEO COMYON NK N LC WAVE 5. ., THE GU N1BR5 OE%CTED MM A.H i B A TEGINCA NATIONAL pNATURAL SOARED S COIPONE BULLETIN NUMBER 208 MAY BE SUBSTITUTED IF INTERCHANGEABLE WITH THE STAONDS FOR W -x" 4'-2-T NF" r-fh'�L..3•-Ni Sq/L• 8�'1-/g 5PLIH� , ` a eE hn Q, PTYOM TD ACCEPT MAN IMBI WWIpARBBiP B _ ELOCRWT r' ACED in EEEFARM R. SOUTHER SOUTHERN PM S. DRNE NAL ON BOTH SIDES BITMN Y• OF THE TOP OR BOTTOM O OOCI(Wi AFTER "A Y INS1A TALEO. e AO` qUANG WASN NERONOY HE USED ON LAST 50• OFF 6xS WOOD POST ROUND WOOD POST SHEET 2OF2 STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM)AVICAMAN POST AND BLOCKOUT DETAILS 221 REV. 7103 ESE !0403 VAONA DEPARTMENT OF TRAISPOLTAYION EOE WYMORNL -SEMI0. =IGT DUNG ars CIO o rn NOTES: G L 1. GUNO.NUL TEA.RLL, STO. M -J B TO BE SUIT 350 V5 SHOWN) S> M. C WNAFACTUED By SYRO STEEL COMPANY. THE PLEAT 350 MANUFACTURED ff 0 SY ROAD SYSTEMS. W. OR OTHER MT APPROVED EOUA WEETRC WNW C 380 TU NG rAITaW URBING A 4 r. OFFSET. 7 2. ML POST OFFSET DiR ARE OVEN TO THE DENIER OF THE TRAFFIC FACE DF THE ROGROUTS DXC PT AT THE FIRST TWO NOT WHERE THE 0 LV DMENSAN IS TO THE MINTER OF THE TRAFFIC FACE OF THE POST. OFFSET PCNTS ME TO BE LOG,TED BY CHORD IEAWMEMENi ATTHEBACK vO� W OF THE RAL EP)AL TO TE HAMA PAST SPAWOS STIOWN_ POST ARE TO BE SET NPRpX91A.TFLT NOR. TO THE RAILING AT EACH POST LOCATION, 3. YELLOW BR A SS^ RETIECTNE AOHESNE SFEETNB TO BE APPLIED TO A N ACWRDAMM WITH VDDT BPECS. U 4. FOR DETAILS OF WNGRA 4NWA NSTALATION SITE PREPMATIOV 9Z REOORE s SEE STAMENS OR -SP. U TERMINAL END 5, OWE NAL W1THN E- OF THE TDP OR BOTTOM CE BLOCKWT AFWR CABLE ASSEMBIL SEE NOTE 3 TL^ X 1F L0. SOT IS NUTALIEU, STRUT ASRFAeLY 1 � SLOT MWPO 4'-0' HM, o V -0Y.„ SEE NOTE E D 0'-2i{" .T'G' UM" 0_Wl, W -GENA BKR LP PLAYE TA:OIED TO POSTS TRWIRC MEASURED AT DEFLECTOR MOLE OF AOT WINO .01WL0 BE g0 NOT ATTPLHI POSIMONm INANIMATELY WWxzTRF.0 OF SLOTS. URAL TO POST 2. 3.68.7.1h 9 2-418.8 L 9-T \ WARp1A�0. W -x" 4'-2-T NF" r-fh'�L..3•-Ni Sq/L• 8�'1-/g 5PLIH� , ` a y5.•-y31:� PLIEf BOLT §WINLff hn Q, PTYOM y, m. f A—I pyLU m W Z -BEAM I I WAR[KLIL CABLESUDTTED ANC`G` a WYMORNL -SEMI0. =IGT DUNG y CWCHET T © ODS OCA DB -I IA O SHEET IAF 3 C, CP CD BREAKAWAY CABLE TERMINAL qO Co 221 V FLARE on 59I,II VWNNA GEPMTWNT OF TRANSPORTATION CP 505 / y 1 VDOT_ STD GR -2 AND TERMINAL TREATMENT_ Sll NOT TO SCALE NEAL N. WRIGHT Lic. No. 22402 F -/3-/o CIO o rn oNd�� G L oi S> M. C CS ff 0 ai< .g C E 7 c 0 LV NEAL N. WRIGHT Lic. No. 22402 F -/3-/o a O EIs W E M A -I o J d W a U Q Z a Z Q ?A -Y) E— U to Q IW 0 H' r LU w a In DDR PROJECT NO: 70379 INDEX TITLE: SII SHEET NO: 11 OF it DATE: 5-28-2008 CIO o G CS oi CS 7 vO� W U 9Z U U C C 7 3 � c a o D m W Z Z O a y C, CP CD qO Co O O on CP o Z Z Z F rn fa �m U U U GGO O GO GO Co Go L a O EIs W E M A -I o J d W a U Q Z a Z Q ?A -Y) E— U to Q IW 0 H' r LU w a In DDR PROJECT NO: 70379 INDEX TITLE: SII SHEET NO: 11 OF it DATE: 5-28-2008