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HomeMy WebLinkAboutSDP200800051 Plan - Approved 2008-08-12PROJECT SUMMARY NOTES 1. THE PROPERTY DELINEATED HEREON IS LOCATED ON ALB. COUNTY TAX MAP NO. 03200- 00- 00 -006AO 2. PROPERTY DETAILS: EXISTING ZONING: PD -MC EXISTING USE: ROADWAY 3. OWNER UNIVERSITY OF VIRGINIA FOUNDATION ONE BOAR'S HEAD POINTE P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 V) 434 - 982 -4848 (F) 434 - 982 -4852 4. ARCHITECT. ANHOLD ASSOCIATES, PLC, 8311 ROCKFISH GAP TRNPKE GREENWOOD, VIRGINIA 22943 434 -882 -3420, DANHOLDOHUGHES. NET 4. STRUCTURAL ENGINEER: MOLER 8 ASSOCIATES 108 FIRST STREET SOUTH CHARLOTTESVILLE, VA 22902 V) 434 -971 -3027 (F) 434 -971 -4027 6. TOPOGRAPHIC 8 PHYSICAL SURVEY ROUDABUSH GALE 8 ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA 22902 434 - 977 -0205 SURVEY DATE: JUNE, 2008 7. STORMWATER MANAGEMENT AND BMP FOR THIS PROJECT ARE NOT REQUIRED. COUNTY ENGINEERING & (- 'ERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT OF CONSTRUCTION WITHIN ANY EXISTING RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED BY THE OWNER FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION WORK. ALL E 8 S MEASURES SHALL BE INSTALLED AND MAINTAINED ACCORDING TO THE DETAILS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 4. ALL NON -PAVED DISTURBED AREAS ARE TO HAVE 2" OF TOPSOIL APPLIED THEN FERTILIZED, LIMED, SEEDED, AND STRAWED TO ESTABLISH A PERMANENT STAND OF GRASS. SEE SITE PLAN FOR PROPOSED LIMITS OF GRADING. 5. ALL TRAFFIC CONTROL SIGNS SMALL CowoRM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 6. UNLESS OTHERWISE NOTED ALL CONCRETE DRAINAGE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY. GENERAL NOTES: 7 IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS AND TO BECOME FAMILIAR WITH THE PROJECT AREA AND THE PLANS BEFORE BEGINNING ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE COUNTY OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL SITE CONDITIONS. 2. COORDINATE AND PERFORM ALL WORK IN A MANNER THAT ALLOWS FOR SAFE AND CONVENIENT VEHICULAR AND PEDESTRIAN USE OF THE PREMISES DURING CONSTRUCTION. THE SITE SHALL REMAIN AVAILABLE TO THE OWNER AT ALL TIMES. J. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE HEALTH, SAFETY AND WELFARE OF THE PUBLIC AT ALL TIMES WITHIN THE LIMITS OF THE PROJECT AND ALL NECESSARY WORK AREAS. THE CONTRACTOR SHALL PROVIDE FLAGMEN, FLASHING LIGHTS, SIGNAGE, BARRICADES, AND ANY OTHER MEANS NECESSARY. 4. ALL CONFLICTING SURFACE AND SUB- SURFACE STRUCTURES, UTILITIES, AND OBSTRUCTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PROTECT EXISTING SUB - SURFACE UTILITIES AND STRUCTURES AS NECESSARY. IF DAMAGED, REPAIR OR REPLACE AT NO COST TO THE OWNER. ALL CONFLICTING CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COUNTY. 5. NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY OR OUTSIDE OF ANY EASEMENTS WITHOUT THE COUNTY'S WRITTEN PERMISSION. THE CONTRACTOR SHALL NOT DISTURB ANY ADJACENT STRUCTURES OR STRUCTURE FOUNDATIONS DURING CONSTRUCTION. IF DAMAGED, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AT NO COST TO THE OWNER. 6. SAWCUT, TO FULL DEPTH, ALL PAVEMENTS TO BE DEMOLISHED. ALL DEBRIS SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF LEGALLY OFF -SITE BY THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLISHING AND /OR ADJUSTING ALL EXISTING SITE FEATURES AS NECESSARY FOR PROPOSED CONSTRUCTION. SITE NOTES: I. BEFORE BEGINNING ANY CONSTRUCTION, THE LOCATION Of ALL SITE IMPROVEMENTS SHALL BE VERIFIED FOR ACCURACY AND SHALL BE STAKED IN THE FIELD BY A SURVEYOR LICENSED TO PRACTICE IN THE STATE OF VIRGINIA. ANY AND ALL DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COUNTY. NO WORK SHALL BE PERFORMED OUTSIDE OF PROPERTY BOUNDARIES WITHOUT FIRST OBTAINING THE PROPER PERMITS, EASEMENTS OR AGREEMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" TO HAVE ALL UTILITIES WITHIN THE LIMITS OF PROJECT LOCATED BEFORE BEGINNING ANY WORK. 3. ALL DRAINAGE STRUCTURES SHALL HAVE POSITIVE SLOPE TO THE DRAIN INLET. ALL PAVEMENTS, LAWNS, AND OTHER SURFACES SHALL HAVE POSITIVE DRAINAGE WITH NO PUDDLING OR PONDING OF WATER OCCURRING ON ANY SURFACES. 4. ALL EXCAVATIONS FOR UNDERGROUND PIPE INSTALLATION, SHORING, AND SLOPES SHALL COMPLY WITH ALL OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY AND ALL OTHER LOCAL, STATE AND FEDERAL CONSTRUCTION STANDARDS AND %R REQUIREMENTS. SITE NOTES (CONTINUED) 5. NO CONNSTRuCTIoN SHALL COMMENCE UNTIL THE OWNER HAS SECURED ANY /ALL NECESSARY PLAT AND PLAN APPROVALS, ON -SITE AND OFF -SITE EASEMENT APPROVALS, CONSTRUCTION PERMITS AND DEVELOPMENT AUTHORIZATIONS FORM THE COUNTY AND OTHER AUTHORITIES OPERATING IN THE PROJECT AREA. 6. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE COUNTY OF ALBEMARLE, VDOT, AND ACSA. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR NOTIFYING THE PROPER INSPECTION AUTHORITIES AT ALL PHASES OF WORK. 7. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR CONDITIONS Of THE SITE SURVEY OR EXISTING CONDITIONS SHOWN ON THE DRAWINGS. Mva WsArr 4 goow Aufto to (RWSA) G=WW Wa/er & SMWMy SO~ NsOn - Mwt* 2000 1) ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MST BE APPROVED BY RWSA PRIOR To THE START OF WORM(. A PIIECONSTRUCTKSV CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE START OF WORK. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 1 -800- 552 - 7001). 4) RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977 -2970 ExT.. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5) ALL WORM! IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE -INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 6) FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FAR TIE -INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO CONNECTING TO THE SYSTEM. 7) THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SL SSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8) EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED N THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLING SHALL BE PERMITTED W THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9) NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A PRE- 111LAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10) IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SM WGLm OF THE EXISTING PIPE WILL BE REQUIRED. 11) NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS- CONNECTION TO THE PUBLIC WATER SYSTEM. 12) ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13) NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. MARLE COLrNTY STANDARD EROSION AND SEDIMENT CONTROL NOTES I. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 - 02 - 00 EROSION AND SEDIMENT CONTROL REGULATIONS. J. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THE PLANS, (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS),THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. S. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANS TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. Il. ALL WASTE MATERIAL SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL, OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL, OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE, OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING, OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MUCH IS TO BE APPLIED AT 80LBS1I00SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL. GRADE LIMESTONE SHALL BE APPLIED AT 90LBS1I000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT IOOOLBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95916 KENTUCKY 31 OR TALL FESCUE AND 0 -5 % PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /I00SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BE THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE. ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50'16 OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY, 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. UVF RESEARCH AT NORTH FORK INNOVATION DRIVE ENTRANCE IMPROVEMENTS ALBEMARLE CO UNTY, VIRGINIA University of Virginia Foundation Charlottesville, Virginia SDP - 2008 -051 Minor Site Plan Amendment To: Northern Fire &Rescue Station #2 -Final SDP - 2006 -0107 March 17, 2008 - CO. ARB SUBMISSION March 21, 2008 - CO. SITE PLAN SUBMISSION June 20, 2008 - CO. ARB SUBMISSION June 30, 2008 - COUNTY M.A. PLAN SUBMISSION ANHOLD ASSOCIATES, PLC Site Design Landscape Architecture Land Planning 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434- 882 -3420 DANHOLD6HUGHESNET 14) TREES ARE NOT PERMITTED IN THE RWSA EASEMENT LOUISBURG SANDY LOAM PACOLET SANDY LOAM WEDOWEE SANDY LOAM LOW 7 -15% LOW 2 -7% MODERATE 2 - 7x NONE SEVERE NONE MODERATE NONE MODERATE METE: SOILS MAP AND INFORMATION PROVIDED BY THE UNITED STATES DEPARTMENT OF AGRICULTURE SOE_ CONSERVATION SERVICE FOR ALBEMARLE COUNTY, VW*NiIA. 47C 47C INNOVATION DRIVE 94B 94CA //pp R0 SITE 94B 47C 27C 65B 27C 278 JUILJ MAV: 1 - =0VU' CHRIS GREENE LAKE ROAD r LEWIS 8 CLARK _ DRIVE NO. FORKKRI " V " ANNA RIVER C -VILLE NORTH FORK ALB. AIRPORT RESEARCH PARK ti A SITE pROFF /T MINI I Y MAP: 1 "= 2,500' Ij'I/f- 1 T M , AT 42 -0 ZONING DEPART ENT INSPECTION DE TMENT 4 I SERVICE AUTH#FVTY IN I ENGINEERING OMARTMENT VIRGINIA DEPA VIRGINIA HEAL ARCHITECTUR FIRE OFFICIA n8 -)2 - SITE PLAN APPROVALS Y I SHEET INDEX S -I COVER SHEET S -2 SITE PLAN S -3 SITE DETAILS L -I LANDSCAPE PLAN L -2 IRRIGATION PLAN ES -I E &S PLAN Fz-x,os`% DAVID T. ANHOLD it n CERTIFICATE No. t r 000311 ti L NDSZACas ARCHITECTS SEAL 8 SIGNATURE COVER SHEET ENT OF TRANSPORTATION DEPARTMENT REVIEW BOARD DRAWN BY: DTA DESIGNED BY: DTA CHECKED BY: DTA SHEET NO.: S -1 SHEET TITLE: J A 60 ` ' ' / \ \ ' / / ` \ ` 6 x 6 60 -- - -- - -- ---- - - - - -- "- -- / • 1 ,Z` \ \ \ \ \\ \ \ I , 11 x / / 1 \ \\ \\ 11 \\ 1 \ \\ • // 1 / / 4NNOVATION DRIVE SHALL REMAIN \ DURING CONSTRUCTION. CONTRACTOR OPEN AND ACCESSIBLE AT ALL TIME 1 0.SHALL OBTAIItL NECESSARY \ \ 1 1 1 1 \ r - / \ - 1 \ C 605- p PERMITS @104 VDOT TO PERFORM amp A2 \ ANY WORK IN THE VDOT R.O.W. \ \ 1 111 \ 1 1 1 / \ CONTRACTOR SH4LL\LOCA7 AND \ •1 1 \ - / / / MARK EXACT RAY LIN£ NO 1 WORK SHALL BE RFbRZ0- F • Pp - - _ \ xood605_ A A k \ A ` x - - -- - ) \ 1 1 1 1 1 I P POSED ELEC• I \ / l I & EL E, ESMT I SITE WITHOUT 0 R T EN J# PERMISSION. \6 • 0 G ' i 1 1 1 " I 1 . \pjan l G { - - - 1 . 1 pA. I I 1 1 1 1 1 O 1 \ 1 1 \ t 'n9s l i -- MOLISH EXISTING GRA L DRIVE agWEEN i `\ - / I I 1 I 1 1 1 'SE TH ION T SEEDING. DRIVE ENS E. P _ -_ - _ - _ ZPFILLWITHSUITABLEEARTHMATERIALY Ao ' >y / t•I I 1 + gA 1 / 4' OF TOPSOIL, FINE GRADE, AND APPLY ON r' ' / / III 1 1 1 e p: / / I GRADE A T 3:1 EN ' o I 1 1 a \ I / 5 7 / / / / / I I 1 MAX. SLOPE ` gA A \ Agk I I IITPORECCASEMENTCOVERINGTHE . / / \ / I 1 + 4 ' / 1 1 k \ / e 1 \ M OF I GRAVEL DRIVE x BE R SHALL RROVIDE - 0`'DEMOLISH EXISTING DRIVEW Y"M / / / / 2 . 10 I I I 1 Q / \ `k \ • oZ PL IFOR C VAL. Pp 6 PAVEMENT WITHIN LIMITS k 1 1 1 CD GRADING p° oe- . \ - w - f YY o e x / , X - - -. I I ' 1 1 ` - ©` / / , ' \ ^ I + 1 1 ! Ln \ / /goo-go \ f p CL.. d 2 ' ` •\ ` g • \ s . " >fC I -/ / / DROP 1NLF x ) I I 1 I \ g / \ \ \ 131 x - / A% a, TE A, TYPE -111 + \ •n ` . •` ` X - _. _ _ - / / bo4a O _ o57. 00Xvi _ , DRAI SWALE 3.17% SLOPE. 02/ 1 V<3WT= 590.006 I I I I I v 4''TVPS IL ST ION 6 I z r AND Ft [ 5' C @ S S a t t ' O" r / tiZ15Q" IstzT JLi Ls_ I II I \ \ t \ IEXISTINGGRAVELEaseWI .117TE DRIVE TO BE r y A P 1 - - _ _ h I + I I - / \ \ \ \ / REMOVED TOe B a 3415 450 \ 1 p 02 - X - -" _ F`"_ 6 / I I 1 a I .8 LF - 15" CL P • 6.02% / 50, Q \ 1 \ pla .`l 9 / I 0 1 x MANHOLE, MH -1 / \ 1 1 E +60Z2.5' 602.50' EXISTING +602.50' SEE LANDSCAPE PLAN / CoNC / 9r FOR LIMITS OF MiN•.CH /, - AND SEEDING x ARE 0 x DATUM \ \ \ 6 /6p' +599. 5'. / +59985' x ? - - , , - 6 , / / CONCRETE RETAf WNG WALL ST HORIZONTAL VIRGINA TAE PLANE \ 6 / VENEER. STONE TO MATCH RT. 29 ECOORDINATESSOUTHZONENAD83 \ 6p2 + / (MALL. SEE / WALL DET,ILS 01 8,8,SINT. - 600 VERTICAL NAVD88 \ \ ' / _ FIELD RUf* TOPO JUNE 2 08 k \ \- - - - -- '+ c I / BW= 599.25' /DETA,ZffD STORM AT ENTRANCE - , - / ' // FIE'D LOCATED FEB. 2008\ oP - ' //• o k, TOP OFWAL 499.50' / rec e po k k9 / Ooh + Epp j / boy a bx / ti mac d + / 601.50'+ 601.50' _ A\ l 9 2 \ E i x asement for / -- 6 • 6p A2 Spy perma e e l and R i v a t ya , - / / Water & iewer Author BW V PP. 286, 1 _/ o, / 1 20 20 yu water _ - - - - Umpter - _ Ili SCALE 1" = 20 -____ \ j ---------- - - - - - - i - - - - '= UGE- _ - LIGHTS UGT u __ ------- - - - - -- - _ -- ts __ --- L7MTII7I G - - -- -- _------ - - - - -- - -_ - - 5 - - -- - - - f re - U6 T U G T --------- -- ---- - - - tc---- - - - - -- --- - - - - -- 01 SITE PLAN -- - - - - -- walk SCALE: 1 - - 20' - - EXISTING UTILITY POLE SHALL BE RELOCATED OR A 1 2 605 600 595 i 590 585 580 SCALE: VERTICAL: I' =5' HORIZONTAL: I' =50' 0 + 100 - -- - -- - -+ - 02 - STORMWATER UTILITY PROFILE SCALE. AS NOTED CONTRACZOWSHALL VERIFY EXISTING PIPE DER AND COORDINATE ALL EARTHWORK WI MAU AND PROVIDE ACCEPTABLE L. CONDI TIONS. REMOVED. COORDINATE WITH ALL UTIL OWNERS. FF "It OF A - 5g ' OF7,7A 011 N0. K Sil[T j, 1. GRATE A R TO PE M OF RTLK./FT., (AM AIMS, OII/OE 90. TEA NKLY TRNFX7. y/'T!! p 2. GRATIE t. OF7STETNLOGON WIN AS OiJT i L2'712 "X' 3. M pLOM TGiNtTI , MO 2 ' TO pN :M' CIr TMCOKJIX4" LY•"X3/7'X1 /' > KE -DI- 3 A 0INY DETAIL A 4 ' T Xr- A SEE sTNOMM) T -arJ, 4 ALTEMMTE OESION. 3. VMII/L[ 1,1011 MATTER. . ON r " X n. 4. 1, IIIMT T SET SEE DETAi 0lSI 4[VATIOM xE OLONIIlI0M1iLS. ILT TE NE L E'IOMfr,.EMM of ' IE°fYOTIE '' `°'[00'[f L[f! T"EMi6` "DItCTED SECTION A-A By TG [[ Of1UOED SECTIONS 6. GRATE NO COLLM ME TO ME 0/LVANRfO. $• CURTAtI MALpLRTpO AT TIpE - pp OiOVATEN 7. CONCRTE COVER MAY SE p- 70 AIE NO OTKR7A 0 APPIMMATIE MECAfT OR CAST M BRACE. qTpTYRAS. 51 T OOO EECR FIKG16T.T 7. MM TO ITL00 ALATOLLOM 0. C. Y. I 7" 01lTTER DETIIL IIE.I E Kgl[ED OM RAIIB. 7' S. WI[ TO K PARALLEL TO jET SECTION MA SEE NOTE NOTE + i scE MOTE SEE NOTE BOTH AO/ES FLAT 0 W 0EA l STET DRCN (SIFT GUTTER OHIO[ ENS20n [T ' A aln. I TYPICN. ELEVATION SEE NOTE 3 j SEE NOTE 3 SEE NOTE 4 J !EE NOTE 3 1011 MTTpONESTEPSLOPE-ONE FIAT SLOPE E SLOPES !T[[ 0 TE pITY Fall ONE CIMITISI ILL, LOWNOITYOpIi S[CTR1NIMIIEEICONSOTTpIOF01lTTER (MRN "LET IS LOCATED CONCRETE alas A3 0.2 CU. YOB. NOW NORTYL ORCN OR#00 u Holm s. MT >l Of 3 STNI,fiD IDIMI DROP SET 12" TO 42" PPE _., VSIOS.A DV/RTIENT OF TRNIMORTATXM SOJ 03 - DI -7 STORMWATER INLET DETAIL SCALE: NTS IPrROIOMTE a11ANTITES OONCII[TE OF7 q -7A W711 q.A Alca. IWIE T.rn2zrosw ..) NoIE T.rn 2.1N NOTE: NEW DROP INLET SHALL HAVE INLET SHAPING PER VDOT SPECIFICATIONS. CG -3 90 SEE sTMIOMbO A -1 f011 A}/LICISIIITV of SAFETY SLI•S. COWER I 77,E. WAOWYVUFF EYLOWTOIEI\%TIIOR IOJIATI.OYIT USOF MO A M TO11 OORRAOxAOEE AS C BY THE vi 41 NI 4S• nsawt, jEa+a i iS'.!• tai •7 MI d 1 fir: !S7 r • • • i' lf tTi 7 'c i• 1C'tr%7 0 04 - MH -1 MANHOLE DETAIL SCALE: NTS o FACE of r TOP= 593.50' / \ I . • \ \ I / 1'91'1 INV. IN= 586.70' /REMOVE EXISTINGINV. OUT = 586.0' PLANTINGS FROM UT 602.50 AND FILL GRADED 601.50'+ REPAIR ALL PVMTS AFTER o ° 0 59 UT1L. CONSTRUCTION W= 598.54' \593.746' ' TOP OF WALE =599 38.2 LF - CL - lJI 15' Gas Line Easement / r - RCP f 6. % (OB .3441 p. 13) G EOVER 8 SEEDINIf IN Xw =5 k \ . n,ns AREA t _ C75 - -- 591 . oo - -TOP. FACE D. I . ' •o, / +593.50' Ln NORTH END ov 2 1 88.7 24, - RCP of pavemen '' ; _i 8W= @0 56% b / RWSA 12" DIP Wl -, CONNECT TO EXIST/ op • °% ' CURB INLET - water ',''f' 1 0' a 1 v e , c9 '' POUT= 583.15' ' A `'PROVIDE INLET SHAPING j J) ` \ ADD -A•T EDGE OF TREE - - --- - - - - -- u G <. i9na pvm - / striping , Are-gLITSOFGRADI esfor s ' R6d''tIG E GRAVF, 1 1maiibo - J\ 9o, REMOVE AND REPLACE CISTING SIGN. PR - NEW SIGN LOCATION SHALL BE AT' LEAST 10 FT. FROM EXISTING 12" RWSA WATERMAIN. e - g0 • CF NOTE: NEW MANHOLE SHALL HAVE INLET SHAPING PER VDOT SPECIFICATIONS. ANHOLD ASSOCIATES tAnnscrwE aRrrnrECrs s<rE aESictam ln PcAIII 8311 RbpI 6 ,4P TAM•JC. G,veoi0. vow" 21943 I"". 434.881.3420 Vace/F,ur uo.456.6411 aywOOi.oIIIIIur•res.IIEr Z W Z _ V V Q VW W O O , IZ Q 1 Jos No.. N O o Q 0.. Z N QOZ Q Z > LU E W cOJ N > O N O NO JWm Z O S O CL U IV QAVD T. ANFI 7 CERTIFICATE No. t LAp00031I DATE: MARCH 17, 2008 REVISION: 3 -17 -08 ARB SUBM. 3 -21 -08 CO. SP SUBM. 5 -30 -08 9596 PRICING 6 -20 -08 ARB SUBM. 6 - 30 -08 CO MA SUBM. SCALE AS NOTED SHEET TITLE: SITE PLAN 81 SITE DETAILS SHEET NO.: S -2 SWT. 2 OF 6 F1/1LF "VE1M i i ii e - ONS. REMOVED. COORDINATE WITH ALL UTIL OWNERS. FF "It OF A - 5g ' OF7,7A 011 N0. K Sil[T j, 1. GRATE A R TO PE M OF RTLK./FT., (AM AIMS, OII/OE 90. TEA NKLY TRNFX7. y/'T!! p 2. GRATIE t. OF7STETNLOGON WIN AS OiJT i L2'712 "X' 3. M pLOM TGiNtTI , MO 2 ' TO pN :M' CIr TMCOKJIX4" LY•"X3/7'X1 /' > KE -DI- 3 A 0INY DETAIL A 4 ' T Xr- A SEE sTNOMM) T -arJ, 4 ALTEMMTE OESION. 3. VMII/L[ 1,1011 MATTER. . ON r " X n. 4. 1, IIIMT T SET SEE DETAi 0lSI 4[VATIOM xE OLONIIlI0M1iLS. ILT TE NE L E'IOMfr,.EMM of ' IE°fYOTIE '' `°'[00'[f L[f! T"EMi6` "DItCTED SECTION A-A By TG [[ Of1UOED SECTIONS 6. GRATE NO COLLM ME TO ME 0/LVANRfO. $• CURTAtI MALpLRTpO AT TIpE - pp OiOVATEN 7. CONCRTE COVER MAY SE p- 70 AIE NO OTKR7A 0 APPIMMATIE MECAfT OR CAST M BRACE. qTpTYRAS. 51 T OOO EEC R FIKG16T.T 7. MM TO ITL00 ALATOLLOM 0. C. Y. I 7" 01lTTER DETIIL IIE.I E Kgl[ED OM RAIIB. 7' S. WI[ TO K PARALLEL TO jET SECTION MA SEE NOTE NOTE + i scE MOTE SEE NOTE BOTH AO/ES FLAT 0 W 0EA l STET DRCN (SIFT GUTTER OHIO[ ENS20n [T ' A aln. I TYPICN. ELEVATION SEE NOTE 3 j SEE NOTE 3 SEE NOTE 4 J !EE NOTE 3 1011 MTTpONESTEPSLOPE-ONE FIAT SLOPE E SLOPES !T[[ 0 TE pITY Fall ONE CIMITISI ILL, LOWNOITYOpIi S[CTR1NIMIIEEICONSOTTpIOF01lTTER (MRN "LET IS LOCATED CONCRETE alas A3 0.2 CU. YOB. NOW NORTYL ORCN OR#00 u Holm s. MT >l Of 3 STNI,fiD IDIMI DROP SET 12" TO 42" PPE _., VSIOS.A DV/RTIENT OF TRNIMORTATXM SOJ 03 - DI -7 STORMWATER INLET DETAIL SCALE: NTS IPrROIOMTE a11ANTITES OONCII[TE OF7 q -7A W711 q.A Alca. IWIE T.rn2zrosw ..) NoIE T.rn 2.1N NOTE: NEW DROP INLET SHALL HAVE INLET SHAPING PER VDOT SPECIFICATIONS. CG -3 90 SEE sTMIOMbO A -1 f011 A}/LICISIIITV of SAFETY SLI•S. COWER I 77,E. WAOWYVUFF EYLOWTO IEI\%TIIOR IOJIATI.OYIT USOF MO A M TO11 OORRAOxAOEE AS C BY THE vi 41 NI 4S• nsawt, jEa+a i iS'.!• tai •7 MI d 1 fir: !S7 r • • • i' lf tTi 7 'c i• 1C'tr%7 0 04 - MH -1 MANHOLE DETAIL SCALE: NTS o FACE of r TOP= 593.50' / \ I . • \ \ I / 1'91'1 INV. IN= 586.70' /REMOVE EXISTINGINV. OUT = 586.0' PLANTINGS FROM UT 602.50 AND FILL GRADED 601.50'+ REPAIR ALL PVMTS AFTER o ° 0 59 UT1L. CONSTRUCTION W= 598.54' \593.746' ' TOP OF WALE =599 38.2 LF - CL - lJI 15' Gas Line Easement / r - RCP f 6. % (OB .3441 p. 13) G EOVER 8 SEEDINIf IN Xw =5 k \ . n,ns AREA t _ C75 - -- 591 . oo - -TOP. FACE D. I . ' •o, / +593.50' Ln NORTH END ov 2 1 88.7 24, - RCP of pavemen '' ; _i 8W= @0 56% b / RWSA 12" DIP Wl -, CONNECT TO EXIST/ op • °% ' CURB INLET - water ',''f' 1 0' a 1 v e , c9 '' POUT= 583.15' ' A `'PROVIDE INLET SHAPING j J) ` \ ADD -A•T EDGE OF TREE - - --- - - - - -- u G <. i9na pvm - / striping , Are-gLITSOFGRADI esfor s ' R6d''tIG E GRAVF, 1 1maiibo - J\ 9o, REMOVE AND REPLACE CISTING SIGN. PR - NEW SIGN LOCATION SHALL BE AT' LEAST 10 FT. FROM EXISTING 12" RWSA WATERMAIN. e - g0 • CF NOTE: NEW MANHOLE SHALL HAVE INLET SHAPING PER VDOT SPECIFICATIONS. ANHOLD ASSOCIATES tAnnscrwE aRrrnrECrs s<rE aESictam ln PcAIII 8311 RbpI 6 ,4P TAM•JC. G,veoi0. vow" 21943 I"". 434.881.3420 Vace/F,ur uo.456.6411 aywOOi.oIIIIIur•res.IIEr Z W Z _ V V Q VW W O O , IZ Q 1 Jos No.. N O o Q 0.. Z N QOZ Q Z > LU E W cOJ N > O N O NO JWm Z O S O CL U IV QAVD T. ANFI 7 CERTIFICATE No. t LAp00031I DATE: MARCH 17, 2008 REVISION: 3 -17 -08 ARB SUBM. 3 -21 -08 CO. SP SUBM. 5 -30 -08 9596 PRICING 6 -20 -08 ARB SUBM. 6 - 30 -08 CO MA SUBM. SCALE AS NOTED SHEET TITLE: SITE PLAN 81 SITE DETAILS SHEET NO.: S -2 SWT. 2 OF 6 F1/1LF "VE1M NOTE: NEW DROP INLET SHALL HAVE INLET SHAPING PER VDOT SPECIFICATIONS. CG -3 90 SEE sTMIOMbO A -1 f011 A}/LICISIIITV of SAFETY SLI•S. COWER I 77,E. WAOWYVUFF EYLOWTOIEI\%TIIOR IOJIATI.OYIT USOF MO AM TO11 OORRAOxAOEE AS C BY THE vi 41 NI 4S• nsawt, jEa+a i iS'.!• tai •7 MI d 1 fir: !S7 r • • • i' lf tTi7 'c i• 1C'tr%7 0 04 - MH -1 MANHOLE DETAIL SCALE: NTS o FACE of r TOP= 593.50' / \ I . • \ \ I / 1'91'1 INV. IN= 586.70' /REMOVE EXISTINGINV. OUT = 586.0' PLANTINGS FROM UT 602.50 AND FILL GRADED 601.50'+ REPAIR ALL PVMTS AFTER o ° 0 59 UT1L. CONSTRUCTION W= 598.54' \593.746' ' TOP OF WALE =599 38.2 LF - CL - lJI 15' Gas Line Easement / r - RCP f 6. % (OB .3441 p. 13) G EOVER 8 SEEDINIf IN Xw =5 k \ . n,ns AREA t _ C75 - -- 591 . oo - -TOP. FACE D. I . ' •o, / +593.50' Ln NORTH END ov 2 1 88.7 24, - RCP of pavemen '' ; _i 8W= @0 56% b / RWSA 12" DIP Wl -, CONNECT TO EXIST/ op • °% ' CURB INLET - water ',''f' 1 0' a 1 v e , c9 '' POUT= 583.15' ' A `'PROVIDE INLET SHAPING j J) ` \ ADD -A•T EDGE OF TREE - - --- - - - - -- u G <. i9na pvm - / striping , Are-gLITSOFGRADI esfor s ' R6d''tIG E GRAVF, 1 1maiibo - J\ 9o, REMOVE AND REPLACE CISTING SIGN. PR - NEW SIGN LOCATION SHALL BE AT' LEAST 10 FT. FROM EXISTING 12" RWSA WATERMAIN. e - g0 • CF NOTE: NEW MANHOLE SHALL HAVE INLET SHAPING PER VDOT SPECIFICATIONS. ANHOLD ASSOCIATES tAnnscrwE aRrrnrECrs s<rE aESictam ln PcAIII 8311 RbpI 6 ,4P TAM•JC. G,veoi0. vow" 21943 I"". 434.881.3420 Vace/F,ur uo.456.6411 aywOOi.oIIIIIur•res.IIEr Z W Z _ V V Q VW W O O , IZ Q 1 Jos No.. N O o Q 0.. Z N QOZ Q Z > LU E W cOJ N > O N O NO JWm Z O S O CL U IV QAVD T. ANFI 7 CERTIFICATE No. t LAp00031I DATE: MARCH 17, 2008 REVISION: 3 -17 -08 ARB SUBM. 3 -21 -08 CO. SP SUBM. 5 -30 -08 9596 PRICING 6 -20 -08 ARB SUBM. 6 - 30 -08 CO MA SUBM. SCALE AS NOTED SHEET TITLE: SITE PLAN 81 SITE DETAILS SHEET NO.: S -2 SWT. 2 OF 6 F1/1LF "VE1M 04 - MH -1 MANHOLE DETAIL SCALE: NTS o FACE of r TOP= 593.50' / \ I . • \ \ I / 1'91'1 INV. IN= 586.70' /REMOVE EXISTINGINV. OUT = 586.0' PLANTINGS FROM UT 602.50 AND FILL GRADED 601.50'+ REPAIR ALL PVMTS AFTER o ° 0 59 UT1L. CONSTRUCTION W= 598.54' \593.746' ' TOP OF WALE =599 38.2 LF - CL - lJI 15' Gas Line Easement / r - RCP f 6. % (OB .3441 p. 13) G EOVER 8 SEEDINIf IN Xw =5 k \ . n,ns AREA t _ C75 - -- 591 . oo - -TOP. FACE D. I . ' •o, / +593.50' Ln NORTH END ov 2 1 88.7 24, - RCP of pavemen '' ; _i 8W= @0 56% b / RWSA 12" DIP Wl -, CONNECT TO EXIST/ op • °% ' CURB INLET - water ',''f' 1 0' a 1 v e , c9 '' POUT= 583.15' ' A `'PROVIDE INLET SHAPING j J) ` \ ADD -A•T EDGE OF TREE - - --- - - - - -- u G <. i9na pvm - / striping , Are-gLITSOFGRADI esfor s ' R6d''tIG E GRAVF, 1 1maiibo - J\ 9o, REMOVE AND REPLACE CISTING SIGN. PR - NEW SIGN LOCATION SHALL BE AT' LEAST 10 FT. FROM EXISTING 12" RWSA WATERMAIN. e - g0 • CF NOTE: NEW MANHOLE SHALL HAVE INLET SHAPING PER VDOT SPECIFICATIONS. ANHOLD ASSOCIATES tAnnscrwE aRrrnrECrs s<rE aESictam ln PcAIII 8311 RbpI 6 ,4P TAM•JC. G,veoi0. vow" 21943 I"". 434.881.3420 Vace/F,ur uo.456.6411 aywOOi.oIIIIIur•res.IIEr Z W Z _ V V Q VW W O O , IZ Q 1 Jos No.. N O o Q 0.. Z N QOZ Q Z > LU E W cOJ N > O N O NO JWm Z O S O CL U IV QAVD T. ANFI 7 CERTIFICATE No. t LAp00031I DATE: MARCH 17, 2008 REVISION: 3 -17 -08 ARB SUBM. 3 -21 -08 CO. SP SUBM. 5 -30 -08 9596 PRICING 6 -20 -08 ARB SUBM. 6 - 30 -08 CO MA SUBM. SCALE AS NOTED SHEET TITLE: SITE PLAN 81 SITE DETAILS SHEET NO.: S -2 SWT. 2 OF 6 F1/1LF "VE1M ssAStAts stntaaRs Im t aws>t crest MW TM i srata AttA cases. e : wTO !l>Rt7CiVis 590.0 IIlYiai =I.1<Y ra3 IrT. t WC nK ACCI11DI -7 590.00 597.00 I MH -I 586.70 593.50 CL -III RCP 54.8 0.420 0.35 0.147 0.147 MH -1 566.50 593.50 CL -III RCP 38.2 0.000 0.00 0.000 0.147AEXIST. DI -3 583.90 591.10 06 - STORMWATFR I ITII ITV rei r1 H A AWALL TOR op t V if OFF inwomPY CONCIM. 1 9"111111 ACCM PM WA KAM AI AW. T i 96 er I Il . er 7.50 5 1.103 1.103 15 6.02 0.013 15.90 7.50 5 0.000 1.103 15 6.81 0.013 16.90 X X605 -. 1 c1 CDr _00 + 0 ° j° Y 11 1 s t ay / Or 2; l 71bRAI NAGE AREA rye fsYd+>• I c y Atc¢%0EasemelDlatl - 6 _ I I Ig,o3415 d r w ` , w -eea.y iTOr of •,wy o U s , ; - trykiTar QU z• S 1 ORHWA 1 ER DRAINAGE A SCALE. 1 " =40'vim - 01 vm-i ryH CK I rt t1tUU1 NU UL: I AIL SCALE: NTS NOTES: I. THIS DRAWING FOR WALL AND FOOTER LAYOUT ONLY. SEE RETAINING WALL DETAIL FOR CONSTRUCTION. 2. OWNER'S GEOTECHNICAL ENGINEER SHALL APPROVE, IN WRITING, SOIL BEARING CONDITIONS BEFORE CONTRACTOR BEGINS ANY FOOTER CONSTRUCTION. 3. TF = TOP OF FOOTER 4. TOP OF STONE WALL = 599.50' 5. TOP OF FOOTER SHALL HAVE 1.5' MINIMUM COVER. CONTRACTOR SHALL VERIFY ALL EXISTIING AND PROPOSED CONDITIONS PRIOR TO POURING FOOTERS. 6. NO CONCRETE SHALL BE VISIBLE ABOVE GROUND. CONTRACTOR SHALL COORDINATE TOP OF CONCRETE AS NECESSARY. 7. NO RAILING IS REQUIRED AT TOP OF WALL. CONTRACTOR AND OWNER SHALL BE RESPONSIBLE FOR MAINTAINING SAFE CONDITIONS AT ALL TIMES. Z 10" p - 6 • TF= 593.50'- 4'-10 J J 3 TF 8' STONE TF= 596.50' 1 W) 0 T TF= 595.50' TF= 594.50'TF= 593.50' 0. 136' -6" CONC. WALL 31' 31' 31' FACE OF CONCRETE FACE OF STONE WALL VENEER 02 - RETAINING WAI I I AYnIITT SCALE. 1"40' LIGHTING FIXTURE SCHEDULE NO. TYPE FIXTURE ORDER #E BULB WATTS LUMENS 7 IN- GROUND KIM LTV769- NF- 20PMIH120 METAL HALIDE 20 2000 LIGHTING NOTES: I. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS PER ALL APPLICABLE BUILDING CODES. 2. LIGHT FIXTURES SHALL IMPACT ONLY THE IMMEDIATE SITE. THE EFFECT OF THE ILLUMINATION SHOULD NOT BE DISCERNIBLE FROM DISTANCES ALONG THE ENTRANCE CORRIDOR. J. LIGHTS SHALL BE EXTINGUISHED BETWEEN THE HOURS OF 11 PM AND DAWN. 4. LIGHT FIXTURES SHALL BE CUTOFF LUMINARIES AIMED SO AS NOT TO PROJECT THEIR OUTPUT BEYOND THE OBJECTS INTENDED TO BE ILLUMINATED; OR NON- CUTOFF LUMINARIES EQUIPPED WITH SHIELDING TO MEET THE FOLLOWING CRITERIA: 11GHT DISTRIBUTION FROM ALL LIGHTING INSTALLATIONS SHALL BE CUTOFF AT ALL ANGLES BEYOND THOSE REQUIRED TO RESTRICT DIRECT ILLUMINATION TO WITHIN THE PERIMETER OF THE LANDSCAPE FEATURE BEING ILLUMINATED. 5. LIGHT FIXTURES SHALL NOT BE MODIFIED TO REFLECT SEASONAL COLORS Concrete Installation DIMENSIONS REINFORCING Concrete must have reinforcing B'C" rods to prevent cracking from D' BARS L' BARS fixture heat expansion. 0' BARS P' BARS 0' -10 0' -b'2' -4"84 a W 4) - 84 84 a 18"Ito a 18' 4'-O' - C-0'0'-1017-1 2' to 4' Y -1'1t4 a W 50.8 to 101.6 mm) 34 a W Ito a Ir above O' -r grade 4'-10'4 a 10'1) - 114 Rock fill 1t4 a b' 1 AmnGrAPP Arrchi I Ii-uT nCTAII Job: . Fixture Catalog number: Fixture Options: LTV769 /W /20ml O/ Fixdre Optics Lamp Mode Optic^ - order assembled wish fixture Ordered separately from fixture see P 1 -- see pace z __I See pop 2 Date: Page: 1 of 3 Specifications ,_sue rn Lamp watts Lamp Type Line VohsLensRlnS: Die -cast brass, natural finish. (Optional = Pulse start Metal Halidestandardstainlesssteellensringisalsoavailable.) Five Fbctune captive ' /4' blackened stainless steel hex - socket cap screws. ATV769Lens: Clear tempered soda lime, 3 /,s' thick, flush with lens ring, slightly crowned. Lens Geelast~ One -piece molded silicone, U- channel Opt Lam Mods wraps completely around lens flange. 7 SP Spot Sf2pPMH120 l] 35PMH120Die -Cast Brass Hourft: Heavy wall die -cast brass. !NF Narrow O 20PMH2O8 E] 36PMH2OakfMpral .NxfCtlon Box: Die -cast brass with stainless steel Flood D 20PMH240 35PMH240flatheadslottedscrewsandmoldedsiliconegasket. Die -cast internal junction box cover with silicone gasket and anti- Spun specular Alzak® 0 2OPMH277 O 35PMH277 siphon plug, two 'h' NPT taps in bottom, 12 cu in. volume. reflector and socket 0001111111 Sys1Mn: Spun specular Alzak' reflector. SP and for T -4, G8.5 BipinNFspotornarrowflood. The reflector and socket are base socket mounted to an adjustable yoke for aiming optics. Hex Cell Louver is installed behind lens as standard. Socket base: T4, G8.5 Bi -pin. ENch'ical Modules: Solid state electronic 20 watt or 35 watt metal halide ballast, 120 through 277 volt input, high power factor, ballasts are rated - 22° F starting. VVh*V: Anti - siphon barrier on wiring to and from splice compartment. All components wire linked for ground, quick - disconnect for removal of optical system. Ddv*-ow Durab ft: When installed in concrete, fixture will withstand drive-over by vehicles weighing up to 4,000 lbs. Optical Adjustment C340° 15° 15° 6' DIA 152.4 MM) 19 /32' 15.75.1 n,m) O Grade 1 1'/232' ( 38.1 nv„) 7 2) NF? 6/4' DIA. See pop 3 for installelaon, safety amid vmnMlty kdon"Sift ,1 (t9e.e mml 41 i LIstMBs and UL cUL 1598' IF'68 Rated 25C Ambientt Hubbell •w 'Suitable for wet locations KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. 012660 KMK LK*Fr NO INC. • P.O. BOX 80000. CITY OF INDUSTRY, CA 91716- 0090 • TEL: 8261990-5668 • FAX: 626Pd89 M5 5619308014 RETAINING WALL SCHEDULE DIMENSIONS REINFORCING He B'C"W"D' BARS L' BARS M' BARS 0' BARS P' BARS 0' - 4'-O'0' -10 0' -b'2' -4"84 a W 4) - 84 84 a 18"Ito a 18' 4'-O' - C-0'0'-1017-1 Y -1'1t4 a W 6) - $4 34 a W Ito a Ir 84 a W i'-0' -a O' -r Y -3'4'-10'4 a 10'1) - 114 4 a 10's4 a 10'1t4 a b' STONE VENEER GROUT COLLAR JOINT SOLID FULL HT) WALL TIES A5 REQ'D ITYP) Z z o " C4 p n CK J U i' Q I •. 3' JLR 3" CLR 15 8w "C• own L SECTION 1 114" = 1 ' -0 SK -I z v I 2 IaA LJdfiNG Minivault• LTV769 Die -Cast Brass, 20W or 35W Pulse Start Metal Halide revision 1111408 • Itv769.pdf Approvals• TOP OF FOOTING ELEVATION SEE ARCH 2 CLR U , a 3L F(WTING STEP WHEiEE REQUIRED) I'-O' SECTION 2 CD %N OR 1 ' -0 " SK -I 45' A /A" Ir O I 45' Ln a 8" of DET "A" NOTES: I. CONC: 3000 PSI 2a DAYS 2. REINF: GRADE 40 3. MAX SOIL BEARING PRESSURE _ 2000 PSF (ASSUMED) - CONTROLLED FILL OR RESIDUAL SOIL 4. PROVIDE WALL CONTROL JOINTS 20' -O" MAX JOINT SEALANT cv I' BACKER ROD DET "13" It GA GALV SHEET SEE DET "B' STL COATED TO CUT ALTERNATE HORIZ.PREVENT BOND. WIRE TIES a EACH BARS AT JOINT HORIZ BAR EARTH FACE - WALL CONTROL JOINT SECTION 3 1 /4 " nl - RFTAIKIIAIr: WAI I ncTA 0 rDENNIS H OF CJ o, dg 44 NA L g N r ( r 04 U g L C) VOA LAC t o0 Z pz Drawn By:a Checked By.DJ1 MI Date. 5115108 job Number.070,9-0+ Sheet Number. 5K r rr I I••' \IVV SCALE: AS NOTED ANHOLD ASSOC/A TES L 4NDSCAPE ARCHITECTS S1 7E DESIGNERS \ , AND PLANNERS 0&1 ROCXFOY GAP Tiara. GRESV*VM VMPWA 22943 NINALE.' 434.882.3420 VOKEIFAX: 540.44.6.422 a+wxirolr+llles.lr W W O V ZvW Q w O 2U, o Qo 2bb JOB No.. N 00 o O 0 N aOZ Z V w W a_0_JLLN > O O UJ 1- -4 i-X OErOJWmly Z _ DI_U VID T. AMiOID o; oe_; o ( ZRTIFICJITE No. t j 000311 l4 t4NDSC!yt DATE: MARCH 17, 2008 REVISION: 3 -17 -08 ARB SUBM. 3 -21 -08 CO. SP SUBM. 5 -30 -08 95% PRICING 6 -20 -08 ARB SUBM. 6 -30 -08 CO MA SUBM. SCALE AS NOTED SHEET TITLE: SITE DETAILS SHEET NO.: S -3 SHT. 3 OF 6 r =% A ho `` -_ - PLANTING AND SEEDING TES: j - - - -- - -- - - , - - _ 1. THE CONTRACTOR L APPLY 4 SIFTED \ \ \\ 1 \ 1 1 \ y ` J y 595---- .1 _ - _ -r TOPSOIL IN ALL GRAI)ED CUT ANU ILL AREAS WITHIN I1 1 1 \ , THE 14MITS OF SEEDING. \ 1 IMITS SEEDING AT 1 k 3 : ' - \ \ j 12THECONTRACTORSHALLAPPLY2' OF SIFTS ' ` 1 1 s 1 , _ r (; G . _ • k \ \ \ \ `, 1. 1 1 1 ' CK EX. CURB & EX. ,gG+' TOPSOIL, POWERTILL TO A DEPTH OF 6 AI F1wE 1 \ \ / I ff E WALK 1 r CIE A :z GRADE ALL NON CUT & FILL AREAS WITHIN THE LIMITS OF SEEDING. ,1 I 1 •i r1111I , 1 _ EC,3. THE CONTRACTOR SCULL APC,OIL AMENDMENTS, ) 1 I 1 I I f )PUSS_ D EL , l -- - - - - I FERTILIZER; - ED,ofiRb 1' x _ . - - -- - - -- -- y v1 THE LIMI 0 ALL AREAS WITHIN 11 1 1 & EL_E. ESMT \ t.. ` TS OF SEEQING UVf OTHER DISTURBED A 1 1 1 1 1 I I Ic , e \ ` I 1.1 -0Iar 1 / x] NON- PAVEMENT & I I I rn I 6 \ 1 \ t -1NON -MULCH AREAS. ALL SEEP I 1 I ' / PERA-rESL 3`EE NE GRADED BEFORE SEE,flIIVG \\ -r NM SEEDING SIMP`ICATIONS.r 1t \'\ ^i; ` \ \• << ` ). \ - <_ -' rr ! _ l N 4. THE C TRACTOR SHALL PPLY 4 OF SIFTED t i_TOPSOIL,, AND OTHER AMENDMENTS AS POWERTILL NON - NECESSARY,A ALL NOyWPAVEM D1r \F; TO EASTERN RED CEDAR /AND BLACK GUM PLANTING l 11 I I ; 1 111 I 1 I 1 _l ,y [ \ \;h F ,o`' \ l AM , fi0 A DEPTH OF 8' PRIOR 0 / r I I '1 j I l I III 1 1 [ U!1CIAREASEDSAYY \ 1cT / O' • 1 \ 1 I I 1 1 I PROJE LIMI S SHALQ' \ TALLING PLANT TERI L 1ALSANDMUCH: Q // \ ( 111 \ I I U • \ J 1 / f /• II \ \ _` ' \ j / ,,V i \ \ - r._r., f: .A '" IbNf L C -1 +- 1 LIMITS Sk NGI y J ' ` E I . `c - 1 \ >F - E NEW-am / c URB I 1 1 1 a \ - - '' ti ` , s , -. •-' _ — " — % L I ITJ AT BACK Ol;` \ I I CY , 1 ALL DISTURBED AREAS ASSOCIA_ TII _ - - nSI , I WITH - -- / - -I I I I IOLITIONOFEXISTING -- - - -- -- - - - - - _ - - - - -- - / _ -- _ ? `/ ' i _7 GRAVEL AND AVED DRIVEWAYS SHALL - -- .__ e I]r.) r] t. % , - a, by ! _ - BE SEEDED ':)G r ] '1 a'L 1IjI1mp ^r - 4 1 -Y i 1 `j I I 1 1 X / p / / / 6 I I I II 1 II ' 1 / / r `` Ut, ' \ I I; • ' \ \ 1 tiF. aft-ANN _ / I , 'I r0 1 )C / `) 1 • \ 't t \ A l X Gj \ / \ I • `\ • ` \ I I ° -0 ° °- o o o 0 0 do ° ! o / 4 h r i r 1 t \ o OI O o 3- KOREAN \ / • • O, i l y;; _._ _ F I DOGWOODS - CH DE TED By , j PE IWINKo , 0 0 0 0 0 0 o V E' I I / i 1 0'' \ /IiG, ./; 0 . , \ I / u o o / o (\j CH AREA Ur l u . - REMOVE ALL EXISTINGATI -) M ` x _ - " - x , r. - I • l TS 6 -BLACK G S o I 1 PLANTINGS WITHIN THE 1b °> HORIZONTA!- IRGINA `\ AE pi \ -- - _T \ _ E E.9 I S \ 1F `' e ; \, LIMITS OF GRADING IN T /I 1 c. ;A r J r_ , \ AREA. -,C' O R DINA 1" S `- ;Oi T NE NA ` -) \ ._ -- - -- - - - - --L CJ . I , 7 . I I I I • • r 1 5' Gas Line I I 1 o VERTIrAL. NAV08 \ P '' _ 1 Easement I ° M1TS , 1 0I / I \ 0B. 3441 p 131 i LJN 'F IELD RUI! TOF'0 JUNE 'c\08 i C- _ / r` __ -- — o o o — D E_ 1 A. D i 0 f tit ^ A T `1`41 _ H A ! \J C E - -- -- -- -- - I / — ` // \ . 1 / 'y 1 • 6 - 00 '' _ vJ "- LIMITS OF / o` y` / - - /- - / / 5 - 591 . n e \ \` 1 d _ c? SEEDING ° i \ ` G D I - -- - , A NORTrt Fp l Lac x r ,m.nt for ! _> _ - -- - - r e /r %se .e / \ 83. 74 al:p - -egge of pre r ma rl - / SEVEN LANDSCAPE -- I J too ,i and oRivann -- - 471`UIP POPLAR s i/ i 6 % J -u _r - .; e W /,uthoritY / l AgtE LIGHTS SEE / / \ : n /. 20 0 20 ' CONCR€TE AND STONE \ y 1 1 \ TA 8 i7 ETAIL 03. SHT. S'3 I RWSA 12" DIP WL i - H W RENV NG WALL 53- EASTERN CEDAR 1 - - -- water k _ G / SCALE = r - - -- me C er - - - - LIMITS SEEDINGAT_- = Il c: -__ - -=1L =- k _ % \ c w ate- f wtor - - - C r ryAwduur -- - - - - -- - -- u - -a ) c__ - - - /iuu - -- -- -- - -- - - - - -- -- - - - 4 _ u - _- - - 1 _ -- -1? -- Var - _ - r_ -1 /G E' -SI r. r r•e V 1 G F -- - - -- - ate __.aka= s • U €. -- — -- - - - -+ - u- -- -- -- - .G / L 1 TS OF GRADI H G - -- - - - -- i ITC f _i _ I p Wl. - - - - -- - -- - - _ -- - _ - -m a 5 WSA 1 ? - n _ y Ec;. .o C i -- -- - ' CS e iS. pvT , V- 1 C G -- -CAPE PLAN - -- - - - - -- - - -- - -- - ;==-==---- - - --__ y , -: - - --SCALE. I -- -- a _ Ca inty of AMenuerk Conservation Plan CbeeYYst - To be NksN on Laadwgw Plains HaNbeok M 111 -2if- 111 -297 for oataI i , spgRs ide") Trees to be saved; limits of clearing (outside dripline of trees to be saved); Location 00 'y"' of ptoteotiv. fencing; Grade changes requiring tree wells m walls; Proposed trenching or tunneling beyond the limits of clearing. 2. ILMA011 es to be saved sha on ullbemarkedwithprintorribb a height clearly visible to equipment operators. ding shall begin until the tree narking has been inspeced said approved by a County Ins tor. 3. atCrivat. Tree preservation and protection measures shall be reviewed with the contractor on site. 4. ""WiMMS1 Heavy aquipmsm, to be sued. vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees s. Such devices shall net adversely affect hoes to be saved. Fires are no permitted within 100 feet of the dripline of trees to be saved. z Tonic materials dull not be stored within 100 feet of the dripline of trees to be saved. L • Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.Fencing shall be in place and dull be inspected and approved by a County Inspector prim to grading or construction. 9. When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detailsubmittedforapproval. le.N a!LL ground level must be lowered within the dripline a tree to be saved, a hoe wall dull be provided; and a construction detailsubmittedforapproval. II• T11YgY Y: When trenching requited within the limits of clearing, it shall be done as far away from the trunks of tress as possible. Tunnelingunderalargetreedullbeconsideredasanalternativewhenitisanticipatedthatnecessarytrenchingwilldestroyfeederroots. 12. Protective fencing shall be the last isms removed during the final cleanup. 13. Dartegad trees shall be treated immediately by pruning, fettilisation or other methods recommended by a tree specialist. NOTE; IT IS THE DEVELOPER'S RLSPONIIIINLITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS, CONTRACT PURCHASER SIGNATURE (DATE) vYJCITVA I IVN I''LAN (;FitGK NO. JUNPEIlUtVMKiNNM1A - 0 v r"I eye AsgolumJump "yV MJPIFERA EASTERN RED CEDAR 53 T_r MOT. SW AS BHOMM NYSN1iYL11ATICA TLIUP POPLAR 14 3-1W-.0 CAL BU AS SMOWN BLACK OW S V MOT ens AS SHOWN AI A• aT •. a — — L A41Y 1 I'IA / CIVIA %> J(,1 GROUM COVER AND /OR PERRENIAL PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, 8 SOIL AI'IFNDI*NTS. LAYOUT VARIES, SEE PLAN SLOPE PLANTING BED FAR POSITIVE DRAMt4GE SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOW ADJUST SPACING AS NECESSARY TO EVERY FILL PLANTING BED OR AREA. KLCH 2' DEEP AFTER PLANTING AAD WATER THOROUGHLY FINISH GRADE 1 1-1 -- SUWRADE VrNvvYut,VVCK IIVJ I ALLA I IUN Ut' TAIL SCALE: N. T. S II i 3 SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPECS, 1 SO. OAK STAKES— SET 180 DEGREES APART FINISHED GRADE APPLY 2' OF MULCH AFTER PLANTING AND WATER THOROUGHLY 4' COMPACTED EARTH WATERING BERM EXISTING GRADE PLANTING PIT, SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND - PLANTING SOIL AMENDMENTS. REMOVE BURLAP & STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL 4 - ` It TWO TIMES BALL DIA. (MIN) I r'(CC IIVJ I ALLA 11 UN Ut I AIL JI.ALC: IV. I . b A/ Sr t ` & o ITS G)7 ANHOLD ASSOC /A TES LANDSCAPE ARCHITECTS SITE DESIGNERS V PLA01ERS M W A * .AN GMS"V 00, VAi #NA 22943 MOINE am. 3/61V VOICE /FAX 540.456.64ZP R awtal,wrsMW WT lk CS e iS. pvT , V- 1 C G -- -CAPE PLAN - -- - - - - -- - - -- - -- - ;==-==---- - - --__ y , -: - - --SCALE. I -- -- a _ Ca inty of AMenuerk Conservation Plan CbeeYYst - To be NksN on Laadwgw Plains HaNbeok M 111 -2if- 111 -297 for oataI i , spgRs ide") Trees to be saved; limits of clearing (outside dripline of trees to be saved); Location 00 'y"' of ptoteotiv. fencing; Grade changes requiring tree wells m walls; Proposed trenching or tunneling beyond the limits of clearing. 2. ILMA011 es to be saved sha on ullbemarkedwithprintorribb a height clearly visible to equipment operators. ding shall begin until the tree narking has been inspeced said approved by a County Ins tor. 3. atCrivat. Tree preservation and protection measures shall be reviewed with the contractor on site. 4. ""WiMMS1 Heavy aquipmsm, to be sued. vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees s. Such devices shall net adversely affect hoes to be saved. Fires are no permitted within 100 feet of the dripline of trees to be saved. z Tonic materials dull not be stored within 100 feet of the dripline of trees to be saved. L • Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.Fencing shall be in place and dull be inspected and approved by a County Inspector prim to grading or construction. 9. When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detailsubmittedforapproval. le.N a!LL ground level must be lowered within the dripline a tree to be saved, a hoe wall dull be provided; and a construction detailsubmittedforapproval. II• T11YgY Y: When trenching requited within the limits of clearing, it shall be done as far away from the trunks of tress as possible. Tunnelingunderalargetreedullbeconsideredasanalternativewhenitisanticipatedthatnecessarytrenchingwilldestroyfeederroots. 12. Protective fencing shall be the last isms removed during the final cleanup. 13. Dartegad trees shall be treated immediately by pruning, fettilisation or other methods recommended by a tree specialist. NOTE; IT IS THE DEVELOPER'S RLSPONIIIINLITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS, CONTRACT PURCHASER SIGNATURE (DATE) vYJCITVA I IVN I''LAN (;FitGK NO. JUNPEIlUtVMKiNNM1A - 0 v r"I eye AsgolumJump "yV MJPIFERA EASTERN RED CEDAR 53 T_r MOT. SW AS BHOMM NYSN1iYL11ATICA TLIUP POPLAR 14 3-1W-.0 CAL BU AS SMOWN BLACK OW S V MOT ens AS SHOWN AI A• aT •. a — — L A41Y 1 I'IA / CIVIA %> J(,1 GROUM COVER AND /OR PERRENIAL PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, 8 SOIL AI'IFNDI*NTS. LAYOUT VARIES, SEE PLAN SLOPE PLANTING BED FAR POSITIVE DRAMt4GE SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOW ADJUST SPACING AS NECESSARY TO EVERY FILL PLANTING BED OR AREA. KLCH 2' DEEP AFTER PLANTING AAD WATER THOROUGHLY FINISH GRADE 1 1-1 -- SUWRADE VrNvvYut,VVCK IIVJ I ALLA I IUN Ut' TAIL SCALE: N. T. S II i 3 SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPECS, 1 SO. OAK STAKES— SET 180 DEGREES APART FINISHED GRADE APPLY 2' OF MULCH AFTER PLANTING AND WATER THOROUGHLY 4' COMPACTED EARTH WATERING BERM EXISTING GRADE PLANTING PIT, SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND - PLANTING SOIL AMENDMENTS. REMOVE BURLAP & STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL 4 - ` It TWO TIMES BALL DIA. (MIN) I r'(CC IIVJ I ALLA 11 UN Ut I AIL JI.ALC: IV. I . b A/ Sr t ` & o ITS G)7 ANHOLD ASSOC /A TES LANDSCAPE ARCHITECTS SITE DESIGNERS V PLA01ERS M W 8311 POCIVAY Gav TAM. GMS"V 00, VAi #NA 22943 MOINE am. 3/61V VOICE /FAX 540.456.64ZP R awtal,wrsMW WT lk 2 W Z W 0 z ULJ V Q ct vL U.j W t W Q O Q o o, J Joe No.: I It) GO 0 0 Q O Z N M) QO Z Z LL! 00 J 0 ON > 4 F- F- 0 O LLJ m J O Q O a- U Co-30 -ag IN DAVID T. A*W cliv CERTIFICATE No.' 000311 ' r 4ANDSC01 V DATE: MARCH 17, 2008 REVISION: 3 -17 -08 ARB SUBM. 3 -21 -08 CO. SP SUBM. 5 -30 -08 95% PRICING 6 -20 -08 ARB SUBM. 6 -30 -08 CO MA SUBM. SCALE AS NOTED SHEET TITLE: LANDSCAPE PLAN SHEET No.: L -1 SHT 4 of 6 J 1474 cep. 95 + o r q 0/ , 1 60 Di -3A \ op 591.6\. 1 . I . 585.65 I.O. 585.55 160 590.921+ 61 n co a mr- i op 590. 9\ Z (o I. 585.8 589. 3LD STI 35 15 +; D 2201 Dobne Road5q3. 6 ! r r Y low p k . Richmond, Virginia ? Phone: (804) 3556404 l 1 i 111 IM PROJECT BY IRRIGATION COWANY ARE SUPPLED FOR USE BY V ( I ! 1 OUR CLIENT ONLY AND WAY NOT BE COPIED OR i J 1,l I j I r I REPRODUCED BY ANY PERSON OR PERSONS OTHER a2 + I / J 1 l / 11 1 j j I, THAN SAID CLIENT OR HIS AGENTS. THESE PLANS I r I NOTES & LEGENDS AND SPECMAn SHALLLL eE USED ONLY PRODUCTS sE AM SHALL NOTBE USED Do cowwC110N WAIN ANY OTHER PROJECT i low p t. 11 l i j !I 1! ! I I I I / HEADS WITHOUT THE E1 WINTTA]i CONSENT OF SLAW TURF t OUNGA71ON 00. J I ! ; 1 I I 1 1 ' — TORO 570Z SERIES — 12" HIGH POP SPRINKLER HEAD FITTED WITH FIXED SPRAY NOZZLE. TORO MIN18 SERIES GEAR DRIVEN MULTIPLE NOZZLE POP —UP CE SPRINKLER WITH 4" POP —UP STROKE. O — TORO MIN18 SERIES GEAR DRIVEN MULTIPLE NOZZLE POP —UP SPRINKLER WITH 4" POP —UP STROKE. dI + 602 .,ea —TORO 340 Wn, J J SERIES GEAR DRIVEN MULTIPLE NOZZLE POP —UP J SPRINKLER WITH 12" POP —UP STROKE. i ! / r \ — TORO S800 SERIES GEAR DRIVEN MULTIPLE NOZZLE POP —UP • olowT*4 ` ! ; I ! ' ,( `' SPRINKLER WITH 5" POP —UP STROKE. sl c PIPE DENOTES ROUTE OF PR 200 PVC LATERAL PIPING. i Q0 LATERAL PIPE SIZING SCHEDULE ZERO TO FIFTEEN GPM ACCUMULATED FL " awOWUSE1PR200 PVC PIPE` 1 , , / !/ / ' / GREATER THAN FIFTEEN UP TO THIRTY —FIVE GPM USE 1.5"ens j \-/ PR 200 PVC PIPE PARTNER GREATER THAN THIRTY —FIVE UP TO FIFTEEN GPM USE 2" G' PR 200 PVC PIPE DENOTES ROUTE OF PR 200 MAIN LINE PIPING. Eb 84 VALVES LVyG v z 0 Q CLOCATIONOFELECTRIC24V.A.C. MOTE CONTROL VALVE (V 3 a z A; iBWITHFLOWCONTROLFEATURE (MODEL # TORO P220- 27 -04). Q a w THE IRRIGATION SYSTEMS SHALL BE CAPABLE OF DELIVERING 50 GPM AT 70 PSI MAXIMUM WITH ONE STATION OPERATING WITH 40 PSI AT THE BASE OF THE HEAD FOR OPTIMUM PERFORMANCE OF THE IRRIGATION SYSTEM AS DESIGNED AND SPECIFIED. 59.18 NOTE: THE IRRIGATION SYSTEM IS DISPLAYED SCHEMATIC IN NATURE. THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO MAKE 1 MINOR ADJUSTMENTS IN THE FIELD. THESE MINOR ADJUSTMENTStiCON4CT/ 0 PIPE /WIRES SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER BUT SHALLIONEXIIIVGSYSTATBEMADEONLYAFTERNOTIFICATIONISMADETOTHEOWNEROR HIS IP I T. VE ry HIS REPRESENTATIVE. CAC` N / 5 a . eta , — THIS DESIGN IS BASED ON THE SITE INFORMATION AND /OR DRAWINGS SUPPLIED BY THE CLIENT OF RECORD WITH DESIGN CRITERIA BEING SET W BY THE CLIENT AND /OR PROJECT OWNER (I.E. AREA TO BE IRRIGATED, MANUFACTURERS EQUIPMENT TO BE EMPLOYED, WATER SOURCE I- SUITABILITY, ELECTRICAL POWER AVAILABILITY FOR IRRIGATION SYSTEM USE, ETC.). SMITH TURF & IRRIGATION CO. BEARS NO Q RESPONSIBILITY OR LIABILITY FOR ANY ERRORS IN DESIGN OR ? Ob " ?,l.r'LD DOGWOOD p APPLICATION WHICH MIGHT ARISE DUE TO INACCURACIES IN THE ABOVE REFERENCE INFORMATION SUPPLIED TO SMITH TURF & IRRIGATION CO. Z QINRELATIONTOTHISSPECIFICPROJECTUNLESSOTHERWISENOTED. p w CONTRACTOR SHALL PROVIDE RIVANNA WATER & SEWER AUTHORITY (RWSA) J WITH ACCURATE AS— BUILTS OF THE CONSTRUCTED IRRIGATION SYSTEM ONCE Q S Z1a _En_6cK IT IS INSTALLED. CO- / INSTALL IRRIGATION LATERAL LINES WITH A MINIMUM COVER OF 18" BASED 3 Z J Q ON FINISHED GRADES. INSTALL IRRIGATION MAINLINE WITH A MINIMUM OF 24" BASED ON FINISHED GRADE. LL. ( Top 158 91 \ f1 _ f1 -- 209RCP@2813%SCALE: SHEET 5 OF 6 PROJECT NO.: 0871062 r1lit 4 ILi r • / 101 <. p --- --- -,— "I 1\ \ \ \ - \ \ \ I \ \ ", '\ \ \ \ \ I, \ \ k 3 0 1 — -- - - -- - - - -- -- - • -' - ' be / \ 0 i \ \ f odrA fPr,- v___.. 1 1 " , - k I ' / 01 -_ _ _ ._._ __- -. - , \ / x \ t / A 1 e A, • \ " \ `\ i \ \ ; — j INNOVATION DRIY — St 2 l \\ , ' \"c <` boa ° 6 F.. \ E 4ALL OPEN AND ACCESS At Ald?TIMES INC EX TitoA -CON, CONTRACTOR SHALL OBTAIN son am C- Ad-'NECESSARY PERMITS FROM VDOT TO W.k lb \ \ ; \ \ \ e9 x PERFORM ANY WORK INTWE VDOT 59 + ga" a(4e -___ _ =- - --- - QUA A° --r`r,/ \ \\ ` 3b' 1 / /X\\ I X 605— )F \ \ \ \ \ \ \ ° 1 , : ;• - '3 : - -: •''¢ - - - - -- ,\ k / / / USED EXEC 605 F!p. 0 0 E ESMT 4- 00 4 'p I Ov t. a/ , `\ \ -` • 1e . ` ` S , - -- - -- -.. _._ 1 u-` V - 1 V = ' } I 11 I I T I 1 \ ` / zt k A2' l , // I \ \ / \ \ \ ' - - - - - -' ` \t4AG too TA 32 S% I.. 1 1 \ 41 1110MCC. ft woouoos) i sow WANOW n 1 i / \ \ 1 I 1 ' +' I 1\ \ \ x 5` • 1 / / \ C 0 - 4 Sic13cl/ 3 . 16t, L _. _j 41 --A VA 61) 2 6 TC7 7 CDzz -- ---------g ------ Z 3 Z P9 JAI P 7 y 0 ov 1 M - 7 4 WASH WA60L z 1 ,SEDIMENT I X602.504' AREA CONTRACTOR SHALL VERIFY EXACT 602.50' +602.50` 0 50' .0Q OWMARY LOCATION BEFORE I - SHALL BEBEGWORK. NO WORK599. 0 PERMITTED OFF-SITE OR IN VDOTDATUM: j5H0RIZr)i VIRGTNA 5TAE PLAME \ OF WALli E IS WRITTENITR.O.1y/WITHOUT OWNER00pCDINATES30LjTHZONENAD83OBVERTICALNAV088PERMISSION. Okq\ 0, FIELD RU1 - rOPO JUNE 2 ) OC-3 4 W5 599-25'aw _ , p , z +o DE SJORM AT EENTRNCE /10 X.FIE CU TOP OF X. 59TDLOCATEDf-F '-)O()F A( +593.50 e" F tvoR END 160150 88 7--124 e. q papmlm, 1 O / \ _ — \ J 601.,50'+/ 1 1 r e/re CP 0 I 'Spmenll tof S 1q 9W- a el LinSPAu l' y 11 9 et r :7 0 terJ W - 4 G T - Fir j G SILT E" EMP u c, T I " SEX. IWALKwall(1 t PENCE AT EDGE -Iz - _ e wd \S Sk T water EX. SIDEWALKteILv C 4 cr; 3 3O a "ompxtt , 4411 J0CG- T r;' D C, - 3 Til ABLL .1 b- 0T v,- - - ' ` < 4 k) I IlifPf 3, P. IR6-18/ 0 v SCALE I" = 30' EROSION & SEDIMENT CONTROL PLAN SCALE: 1• =30' Paned cimstructloon entrance for erosion control plo• 7W v N 3 . 5v-2A ASPH?-T CD., 4!4 l 11" NC PAj'MFN J , 6' UK VA 4CGR;;,%IE 1i PROAL 7 m ri A'ptA - PA,m ACCESS F -E) 2x it W VF . 2% VUS'r EXT - 1 - 1 - M3 TO SEDIV;Cr Atoll (CRI C'PrIATnN ELM 2Z 1J LiMlEVf SECTION A—A A inillimium wst*F top of I nick nkiLqt be imoded with a mimmimm I smolt bdIi ilimi v*Kv "qV4%* a wash home with a dv4mft of t 5 sides kw adeqnste colatmApIli Was6w&tuiinvwthe caned away fi the enbuicetoAn xwovedvonlimim Iii to reoli •e4mmit. AN stcliIii slid be prevented bi emhnna stonu drams, dkh" or watercourses PAVED WASH RACK CE - CONSTRUCTION ENTRANCE Ii T 2 X 4' WOOD FRAME DROP INLET WITH GRATE T WIRE SCREEN CONCRETE BLOCK FRAME LY MAX, III III 4" 3' MIN. RUNOFF OVERFL..WATER WITH • Fq Ti WATER GATHER SEDIMENT EXCESS AT CORNERS FLOW PERSPECTIVE VIEWS ilill =' 11111 = 111111= mu"" a "' IIII I STAKE A A Bt SEDIME T TPTI FABRIC T V MIN. WIRE SCREEN POINTS A SHOULD BE HIGHER THAN POINT B- 2" X 4" WOOD STUD CURB INLET ELEVATION OF STAKE AND SPECIAL APPLICATION FABRIC ORIENTATION DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE AT SPECIFIC APPLICATION CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING I C.F.S.) ARE TYPICAL- THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. Paned cimstructloon entrance for erosion control plo• 7W v N 3 . 5v-2A ASPH?-T CD., 4!4 l 11" NC PAj'MFN J , 6' UK VA 4CGR;;,%IE 1i PROAL 7 m ri A'ptA - PA,m ACCESS F -E) 2x it W VF . 2% VUS'r EXT - 1 - 1 - M3 TO SEDIV;Cr Atoll (CRI C'PrIATnN ELM 2Z 1J LiMlEVf SECTION A—A A inillimium wst*F top of I nick nkiLqt be imoded with a mimmimm I smolt bdIi ilimi v*Kv "qV4%* a wash home with a dv4mft of t 5 sides kw adeqnste colatmApIli Was6w&tuiinvwthe caned away fi the enbuicetoAn xwovedvonlimim Iii to reoli •e4mmit. AN stcliIii slid be prevented bi emhnna stonu drams, dkh" or watercourses PAVED WASH RACK CE - CONSTRUCTION ENTRANCE Ii T I SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. lilt WIRE SCREEN CONCRETE BLOCK now t III III 4" 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. RUNOFF OVERFL..WATER WITH • Fq Ti WATER IT INTO THE TRENCH. SEDIMENT FLOW ilill =' 11111 = 111111= mu"" a "' IIII I SHEET FLOW INSTALLATION PERSPECTIVE VIEW) A A Bt SEDIME T TPTI now T WIRE SCREEN POINTS A SHOULD BE HIGHER THAN POINT B- 2" X 4" WOOD STUD CURB INLET DRAINAGEWAY INSTALLATION SPECIAL APPLICATION FRONT ELEVATION) THIS METHOD OF INLET PROTECTION IS APPLICABLE AT Paned cimstructloon entrance for erosion control plo• 7W v N 3 . 5v-2A ASPH?-T CD., 4!4 l 11" NC PAj'MFN J , 6' UK VA 4CGR;;,%IE 1i PROAL 7 m ri A'ptA - PA,m ACCESS F -E) 2x it W VF . 2% VUS'r EXT - 1 - 1 - M3 TO SEDIV;Cr Atoll (CRI C'PrIATnN ELM 2Z 1J LiMlEVf SECTION A—A A inillimium wst*F top of I nick nkiLqt be imoded with a mimmimm I smolt bdIi ilimi v*Kv "qV4%* a wash home with a dv4mft of t 5 sides kw adeqnste colatmApIli Was6w&tuiinvwthe caned away fi the enbuicetoAn xwovedvonlimim Iii to reoli •e4mmit. AN stcliIii slid be prevented bi emhnna stonu drams, dkh" or watercourses PAVED WASH RACK CE - CONSTRUCTION ENTRANCE P - CURB INLET PROTECTION P - SILT FENCE INLET PROTECTION SF - SILT FENCE ANHOLD A SSOCIA TES LANDSCAPE ARCHITECTS S/ 7FF DESrmli NV ft,4M*M A 4115// floe Gov TAW 1945%vii VM#" zzw MOME. • AkU.M?.JUM Voiciii 540.456.Ii LQ z W Q) Q QLft. z ft. Lij EL vu LLJ uj LQ O Q) Q) Z JoB NO.: 00 z 0 C\j 0.1Z E z D z W 00 - j j LL —N > D LLJ 4 Cl) ><x 0 0 w -1 2 q 25 a- u IV DAVID L A*W 116X4 obi CERTIFICATE No. 000311 DATE: JAN. 31, 2008 Rmsiow 5-30-08 95% PRICING 6-20-08 CO. ARB SUBM 6-30-08 CO. MA SUBM SCALE AS NOTED SHEET TITLE: EROSION 8, SEDIMENT CONTROL PLAN SHEET NO.: ES-1 SHT. 6 OF 6 0 -ILA Ii T WIRE SCREEN CONCRETE BLOCK RUNOFF OVERFL..WATER WITH • Fq Ti WATER SEDIMENT ilill =' 11111 = 111111= mu"" a "' IIII I SEDIME T TPTI T WIRE SCREEN 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE P - CURB INLET PROTECTION P - SILT FENCE INLET PROTECTION SF - SILT FENCE ANHOLD A SSOCIA TES LANDSCAPE ARCHITECTS S/ 7FF DESrmli NV ft,4M*M A 4115// floe Gov TAW 1945%vii VM#" zzw MOME. • AkU.M?.JUM Voiciii 540.456.Ii LQ z W Q) Q QLft. z ft. Lij EL vu LLJ uj LQ O Q) Q) Z JoB NO.: 00 z 0 C\j 0.1Z E z D z W 00 - j j LL —N > D LLJ 4 Cl) ><x 0 0 w -1 2 q 25 a- u IV DAVID L A*W 11 6X4 obi CERTIFICATE No. 000311 DATE: JAN. 31, 2008 Rmsiow 5-30-08 95% PRICING 6-20-08 CO. ARB SUBM 6-30-08 CO. MA SUBM SCALE AS NOTED SHEET TITLE: EROSION 8, SEDIMENT CONTROL PLAN SHEET NO.: ES-1 SHT. 6 OF 6 0 -ILA