HomeMy WebLinkAboutSDP200700107 Plan - Approved 2007-11-20GENERAL NOTES GENERAL CONSTRUCTION NOTES (PART ONE) U
I. PRIM TO ANY 00!lS1R11C11DN ,,,,, ANY EXISTING PUBLIC RIGHT-OF-My NCRJONNG
LEGEND MINOR AMENDMENT FORCONNEC1101NTOANYDUSTINGROAD. A PERMIT SHALL BE
1. AREAS OF CRITICAL SLOPES ARE SHOWN ON THE SITE. OBTAINED FROM THE VNICRIBA DEPARWIT OF TRANSPORTArOON (VDOA THIS PLAIT AS DRAIN MAY NOT AOOURAIELY REFLECT TIE C N ? nKQUMBAD173OFTHEPERMITMETEANYOISdiEPANCESOCCURTHEREQUIRE1ENISOFTHEPERMITSHALLGOVERN. - Fire Hydrant - `;c 0- Existing Elevation /Contour L v v,2. THERE IS NO 100 YEAR FLOOD PLAIN ON TNS SITE.
c bj2. ALL MATERIALS AND CONSTIMUC110N METHODS SHALL oONFORIM TO CURRENT SPECIFICATIONS AND STANDARDS OF RIOT UNLESS OTHERWISE NOTED. Benchmark
3. THIS SIZE IS NOT LOCATED N A RESERWR WATERSHED. -
500- Proposed Elevation /Contour G - /
E -- Existin g Waterline CL 0 N
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE ::. Existing Sanitary C 0 0 t
4. TRIPS CEIERAIED USING IVS '111101) GENERATION MANUAL. 71H EDITION. FOR LAID USE CODE 820 INSTALLED PRIOR MANY CLEARING,, GRA081G OR OTHER CONSIHNC1101L -0 /E -- Overhead Electric 0 m GD -
ALLOWABLE SLOPE
New Concrete Sidewalk TM 45C SECTION 3 PARCEL B mIS1,332 WS/ DAY. 4. ALL SLOPES AID DORMDORM AREAS ARE TO BE FERIUZED, SEEDED AM MULCHED. 1r Power Pole .:
XOMALLOWABLE SLOPE IS x , 0 Exist Light PoleTHEMA s . QHORIZONTA- VERTICAL). MERE REASONABLY OBTAINABLE. LESSER SLOPES OF 3:1 OR BETTER ARE TO BE Existing Concrete Sidewalk O aProp. Light Pole DB 3237 PAGE 6228. PAVED, RP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED *0 N THE OPINION OF THE WPM ENGINEER, OR DESIGNEE, IT LS O Manhole ! ., % ` Slopes 25% or Greater
DEEMED NECESSARY N ORDER TO STABILIZE DR~ CHANNEL Limits of Demolition RIO DISTRICT ALBEMARLE COUNTY VIRGINIA7. ALL TRAFFIC COMM SIGNS SHALL CONFORM VAIN THE VIRGINI UINNAMANUALFOR F RAFFICORNT CONTROL DEVICES BPD Backflow Prevention Device Tree Protection Fencing
UNLESS OTHERWISE NOTED ALL CONCRETE PPE SHALL BE REINFORCED CONCRETE PIPE - CLASS M.
9. ALL EXNCIIVA110N FOR UNDEROROIINp PPE NSTALLATHON MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUC70 INDUSTRY (29 CFR PART o ,t
1 1 1 1928).
DRAWING INDEX LAND USE SHE RULE SITE DATA L T H of
C1RA of 3 COVER SHEET PRE- LEGAL REFERENCE:GENERAL CONSTRUCTION NOTES (PART TWO) DEVELOPMENT X POST - DEVELOPMENT XC2of3SITEPLAN & GRADING SHEET BUILDING: 0 SF 0 6,856 SF 17.2 TM 45C SECTION 3 PARCEL B . c
1. WaaG WITHIN THE LOCAL RIGHTS - of -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STALE RIGHTS -OF -WAY SHALL C3 of 3 LANDSCAPE PLAN PAVED: 12,005 SF 30.2 27,493 SF 69.1 ° TIMOTHY RAY MILLEr:.--CONFORM 10 THE LATEST EDI110N OF THE MOM DEPARTMENT OF 1RANSPORTAIHON STANDARDS AND SPECF1CA110NS FOt HIGHWAYS AND PERVIOUS: 27,779 SF '
TOTAL:
69.8 5,435 SF 13.7 SOURCE OF TITLE:
39,784 SF 100.0 39,784 SF 100.0 TM 45C SECTION 3 PARCEL B: DB 3237 PAGE 622 Lic. No. 30542
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3. COMPACT LAYERS OF FU. 10 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BEIEATN AND WITHIN 15 FEET OF ".DINGS AND BY GENEILU UTILITY NOTES 788 JEFFERSON DR. FSS /ONAL ECG
9 M
s Or STA M PROCTOR METHOD PER AM D N4 MMIN AND WITHIN KIEN11ON POD EM1ANOEN1% PAVEM DM WALKS, AND ROAD SHOULDERS, PALMYRA, VA 22963INCLUDINGAREASTHATMAYBEUSEDFORFUIUECONSIRUCIHON. N OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTORO'eenflNd Ct. Cor METHOD PER AS1M D NB. IF THE DENSITY OF NNE ADJACENT SOL IS MORE THAN 1HE Wow SPECIFIED. 10 COMPACT TO A DENSITY NOT I. CONTACT MISS U1U11Y AT 1(800)562 -7001 N HOURS PRIOR l0 ANY GRADING OR GIGGING TO HAVE U71U MARKED. THE CONTRACTORBC' d LESS THAN THE OEi917Y OF THE AD,MCENT SON.. SHALL VERIFY ALL 111UTY INFORMATION PRIOR 10 GONSIRUCIION To INCLUDE TYPE AND = OF PPE AND SERVICES To HIS OMi SATISFACTION. ZONING:
C1 - EC - COMMERCIAL, ENTRANCE CORRIDOR A m4. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED. AND STRIPPED OF TOPSOIL SOL MATERIALS SHALL BE FREE OF DEBRIS. 2. THE LOCATIONS, SIZES. AND TYPES OF OWING UIUIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOMi AS AN APPROXIMATECf o ROOTS. WOOD, SCRAP MATERIAL. VEGETANK REFM SOFT UISOUO PARTICLES AND FROZEN DELETERIOUS OR omcrom MATERIALS THE REPRESENTATION! OILY. THE 000 ON IT'S REPRISE ITAIIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS NFORMA110NS AS "a ON THE PLANS, THE MAGISTERIAL DISTRICT: RIOPMAXOMINMPARTICLEDIAMETERSMALLBEONE -HALF THE LIFT 1HNCpM CGAAION FILL MATERNAL SHALL BE UINNCLASSFFD SOIL MAlEAsAL WITH THE UTILITY INFORMATION SI MN DOES NOT GUARANTEE 1HE ACTUAL EXISTENCE, SERVICEABNJIY, CUR 01HER DATA CONCERNING THE UTILITIES, NOR DOES ITo °a Site CHARAClERISIICS REQUED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE NEEDED LOCATION. BACCFNLL AND FILL MATERAL: AS1M D GRARMWTEE AGAINST 1HE POSSIBILITY THAT ADDITIONAL UTNJIES MAY BE PRESENT THAT ARE NOT SHOW ON THE PLANS PRIOR TO ORDERING MATERIALS2487. CLASSIFICATION 9K OP. OM. OC. 3% V. SM. SC WITH A MAWS AS1M D 4314 LIM LIMIT OF X MAXIMUM AS1M D 4318 PLASTICITY ADD BEGINNING CONSWAXI10N, THE CONTRACTOR SHALL VERIFY AND DEIERMIE 1HE EXACT LOCATIONS, SIZES AND ELEVA110NS OF THE POINTS OF SOURCE OF BOUNDARY SURVEY:
INDEX OF It AND MAXIMUM OF 25 PERCENT BY WIMT PASSING ASTM D 1140, NM 200 SIEVE. SELECT MAIERIAI: ASTM D 2467, CLASSIFICATION CONNECTIONS TO DUSTING UTILITIES AND. SHALL CONFIRM THAT THERE ARE No INTERFERENCES WITH DMING UTILITIES AND IM PROPOSED UIKM ROUTES, BOUNDARY SURVEY BY DOMINION DEVELOPMENT RESOURCES, LLC. V2 ZOogooQW, W. SK SP WITH A MAXMNRI OF 10 PERCENT BY WEIGHT PASSING ASIM D 1140, NQ 200 SIEVE. INCLUDING WIGROUTES THE PUBLIC F4;H YS OF WAY
ALL FINISHED gtADINP.. MIIf AND BODING WIULL BE DONE N SUCH A MANNER 10 PIELLIDE THE PONONG OF I E WATER ON THE SITE. Z
3 MERE AN DMING UTILITY IS FOUR TO CONFLICT WIN THE PROPSED WORK, OR DING CODITIONS DFFER FROM THOSE SHOWN SUCH 1HAT THE NORI( SOURCE OF TOPOGRAPHY: O
FIELD TOPOGRAPHY PROVIDED BY DOMINION DEVELOPMENT RESOURCES, LLC. C1PAt11CULARLYADJACENTWTHEBUBDIN106ORS101M1INLETSCANNOTBECOMPLETEDASNEEDED, THE LOCATION, ELEVATION, AND SIZE OF THE UlUTY SHALL BE ACCU1tAlELY DElE1iYNED WITHOUT DELAY BY THE 9
m CONTRACTOR, AID 1HE WO W71M FURNISHED N WjW TO THE Ogg" REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S
mCUTANDPATCHWON( N E>MIN PUBLIC S1lEEI MUST BE PERFORMED N WITHACCORDANCE VDOT AND ALBEMARLE COUNTY STANDARDS AND FAILURE TO NOTIFY PRIOR TO PERFORM ADO70K WORK RELEASES OWNER FROM OBLIGATIONS FOR AM70NAL PAYMEN75 WHICH OTHERWISE MAY BE BENCHMARK:RANa'Poo WARTED CONFLICT.
TOP OF EXISTING DROP INLET ON EAST SIDE OF PROPERTY. W
a 7. ALL E>oS1NG GlRB AID AUTIER ALONG THE FRONTAGE OF THIS SITE N POOR COIDt110N OR DAMAGED DURING OONSIlNUC110N SHALL BE REMOVED 4 ALL HYDRANT IACAl10I1S l0 BE APPROVED BY THE ALBEMARLE COUNTY FIE MARSHALL PRIOR l0 FINAL APPROVAL BY THE COUNTY AND ARE TO BE ELEV= 470.97 A
Charlottesville F AND REPLACED 10 INE STANDARDS AND SPEDWAl10NS OF ALBEMARLE COUNTY.INSTALLED ACCORDING TO COUNTY STANDARDS.
Fashion Square Mail
VALVE COVERS,
BUILDING SETBACKS:8.N THE EVENT THAT SUSPECTED OONTAMMIAIED 30L. atOtIN MIER, AND OTHER MEDIA ARE 9=#(M "" IC E)NCAVATION AND & RIM ELEVATIONS FOR ARAN AND SM , WATER S, GAS GATES, ELECTRIC AND TELEPHONE PULL BONES, AND MANHOLES, AND OTHER FRONT YARD: 30' ON PUBLIC RIGHT -OF -WAYVICINITYMAP
ON NNRAL. DIN 1 T
OR OVER SAND SHALL.
VIE
E0 SHALL S10P MW IN THE VICINITY OF THE SUCH ITEMS, ARE APPROXMAIE AID SHALL BE SET/IESET AS FOLLOWSSUSPECTMAIERIAITOAMIDFURTHERABNrGOFTHEMATERIAL, AND SHALL NOTIFY THE OMEIt BAEDAIRY SO RNAT 1HE APPROPRIATE SIDE YARD: NONE1ESTNRANDSUBSEQUMACTIONCANBETAIU.
A. IMPERVIOUS SURFACES: FLUSH REAR YARD: NONE } m
SCALES 1' = 1,000'B. PERVIOUS SURFACE AREAS: ONE NCH ABOVE SURROUNDING AREA AND TAPER EARTH TO 1HE RIM ELEVATION.
I. ALL BLASTING REQUIEMENTS TO INSTALL UlIJ71ES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY PARKING SETBACKS:
FRONT YARD: 10' ON PUBLIC RIGHT -OF -WAYGENERALNOTESSTANDARDSANDTINEPROJECT '
SIDE YARD: NONE o
7. ALL DRAINAGE SWAXIURE INTERIOR DIAMETERS SHALL BE MIERMNNED BY THE MANUFACTURER BASED ON THE PPE COIIFIGURAIIONS WON ON THESE REAR YARD: NONE A
CUI. ACCESSIBLE ROUTES, PARING SPACES, RAMPS, SDEWALKS AND WAIMYS SHALL BE CONSTRUCTED N OOIIF'OAw MM WITH THE FEDERAL PLANS AND LOCAL MUNICIPAL STANDARDS. THE MNMAI MANHOLE pAME1ER SHALL 14 FEET.AMERICANS WITH DISABILITIES ACT AND WITH STALE AND LOCAL LAWS AND REOLILAl1011S (MBCEVER ARE MORE S1IMIGENI). ..
ALL S70N M SM SHALL BE COIKIRUC7ED N ACCORDANCE 97H IFIEDVDOTSPECIFICATIONSSECTION302ANDSECTION232ANDASSPEC ON 1HE MAXIMUM BUILDING HEIGHT: 35'
2. ALL STAIRS WITH 7H EE OR MORE RISERS ARE In HAVE HANDRAILS ON BOTH SINES. DRAWINGS.
AREA OF IMPERVIOUS COVER: 20,543 SF3. SIDEWALKS ADJACENT 10 PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. 9. THE CONTRACTOR IS REQUIRED M PERFORMI ALL PESTS REQUIRED BY THE COUNTY Olt ALBEMARLE COUNTY SERVICE AUTHORITY To SECURE ACCEPTANCE OF EXISTING TREE COVER: 251 SFALL
4. 70 1FE BEST OF OUR BELIEF AND g10MBXDGE. ANERE ARE NO KNOMN GRAVE STIES ON THE SUBJECT PROPERTY.
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PROPOSED TREE COVER: 4,232 SF
217.
PAVING SPECIFICATIONS: Z
10 ALL CONCRETE U3ED N UTILITY (INSTRUCTION SHALL BE 4000 PSI CONCETE N ACCORDANCE WITH WT SPECFICAIION SECTION OS. RAVINGS WILL BE PROVED WITH MINOR ADdlS1MIERIIS N THE FIELD l0 E1BlNMAIE CONFLICTS WITH DIM SIRUICRINtAL FEATURES.
11. NO PLANTINGS M ERECTION CIF OTHER OBS=C110NS SHALL BE MADE MANN FOUR FEET OF ANY FIRE HYDRANT. OPARKINGAREA: 6" - #21A AGGREGATE BASE MATERIAL
C in1s1ItPUPSIIIESTOBEPLACEDUNDERDOSINNGCOUNTYSOREDTREETSMUSTBEBORJACKEDUNLESSSPECIFICALLYAPPROVEDOTHERWISEONNOTEDONTHE2" = SM 9.5 SURFACE MATERIAL U SIDEWALKS: 4" 3000 PSI CONCRETE
ECONTRACTOR'S COORDINATION BESPONSIBILTTIES I& WATER MEIERS SIM.L BE LOCATED N AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER MW PIPING MDSE To OTHER FACILITIES. CURRENT USE: VACANT A p
1. THE CONTRACTOR IS REG1lM To OBTAIN ANY /ALL PERMITS REQURED FOR COIISII THESE PLNUCTONOF ANS. 14. FOR U1LIIIIES INSTALLED LOW ROADWAYS AND/OR EASE ENTS PLANED FOR FUIUIE ROADWAYS, BACICFILL SHALL BE COMPACTED 70 NOT LESS
U
3052SECTION PROPOSED USE: FIRST FLOOR: RETAIL, 6,844 SF THAN ON OF DENSITY, IN ACCORDANCE MIN RIOT SPECIFICAIONS NS 3,03, 302, 3.10. AND 200,02 PER P.F.M. ,
1614 SF GROSS. C2. ANY WE WORK IS PE IZE NiORMEDOFF-SM WHIN AN OWING EASEMENT, THE 001MACNOR IS To NOTIFY 114E HOLDER OF SAID SECOND FLOOR: OFFICEEASEMENTASM1!E NATURE OF WORM( AND TO FOLLOW ANY OUNLEIBES OR STANDARDS WHICH ARE ASSOCIATED WITH I& CONTRACTOR IS M VERIFY THAT ALL UlU71ES LE., WAML KIM GAS. E.ECINC. TELEPHONE. CABLE, ETC., ARE N PLACE PRIOR To CONSIRUC110N OFORREFERENCEDINTHERECORDEDEA99bITSUBBASEAMD/bR CIPAVING
MAXIMUM NUMBER OF EMPLOYEES: 40 V
1HE CONTRACTOR IS 70 CHECK THAT ALL EASIJOM LETTERS OF PERMISSION, ETC, ARE REC ORDED / OBTAIMED PRIOR TO 1HE START 1& THESE PLANS Alp PROFILES AND ALL 1HE NEW COISIIKUC110N WITH THIS PLAN SHALL N WITH 1HE CURRENT APPROVED ALBEMARLEANYOONSIR NUMBER OF STORIES: 2UC110N. COUNTY SERVICE AAURIORIlYS GEEItAL WAID AND 3M CONSTRUCTION SPECI A110NS, ANY AMENDMENTS THEREOF AND 1HE STANDARDS AND
4 CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR COIISISIENCY AND IF CONFUCTS EXISTS, CONTACT
SI'ECF1CAl10hS OF RIOT
PARKING SCHEDULE:DOW FOR CLARIFICATION AND/OR DNECWOL INTERPRETATION DETE1000 BY CONTRACTOR SHALL BE DOZE AT HIS/HER OWN 17. ALL WADS AND SANITARY SEWERLINE5 SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18' VERTICAL CLEARANCE (OUTSIDE REQUIRED:RISIL EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE To VIRGINIA HEALTH DEPARTMENT STANDARDS. RETAIL: 4.75 SPACE PER 1000 GROSS SF
5. 1HE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL E>aSI M VIUIIES N CONFLICT MIN PIIOP08ED WORK HAS BEEN 18. PROPOSED UIpElgtOlINO UIUIIES SUCH AS ELECTRIC, IELEPHNONE, CABLE, AND GAS WINCH SERVE PHIS FACILITY SHALL BE LOCATED WITH A Ml1MJM 5 8,458/1,000 * 4.75 = 40 SpacesUTILITYFOOTSEPARATMFROMPUBLICWATERMAINSANDSANITARYSEWER. REQUIRED PARKING: 39 SPACES PROVIDED PARKING: 42 SPACES
TTY 45C -10483 , 8. CONTRACTOR SHALL COMPLY WITH FDICING AND TREE PRESERVATION SIGINNAGE IEQUIIED BY ALBEMARLE COUNTY COOS. 19. ELECTRICAL QOWI<1t SHALL BE DERIVED FROM BUNDLING ELECTRICAL PANELS To OVA SIZE LKXHING N MORDANCE WITH NATIONAL ELECTRIC COOS INCLUDING TWO (2) HANDICAP SPACES
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7
Patriot Bank NA 4LOADINGSPACES:DB 2394 - 129 . CONTRACTOR SHALL NOT RELY SOLELY ON ELECIROMC VERSIONS OF PLANS, SPECIFICAl1O M AND DATA FILES IHIAT ARE OBTAINED 20. ALL PIPES SINOWII AS RCP 011 PLANS SHALL BE REINGFORCED CONCRETE PPE OOIFOIMMNNG l0 ASTM C - 711, INESS NDICAlEO OTHERWISE ON PLANS.FROM THE DESItH M BUT SHALL W Y LOCA110N OF PROJECT FILATURES N A=MMCE WITH THE PAPER COPIES OF THE PLANS RETAIL:AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONIRACT DOC MOM 21. ALL CONDENSATE DRAIN AND OTHER PLUMPING CONNECTIONS ARE TO BE INSTALLED (ACCORDING TO BOCA NATIONAL PLUMBING CODE, 1 PER FIRST 8,000 SF OF RETAIL /OFFICE SPACE + 1 PER EACH ADDITIONALTM45C - 100 r
300, 400, 500, 600, 700 & CONTRACTOR SHALL COMPLY WITH ALL IEII.AND PERMIT REQUIREMENTS. IF A PETITE MTS. 22. DMING MANHOLE FRAMES AND COMERS AND VALVE BOSS AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSMICIED, ARY, TO MATCH 20, 000 SF
Gardens Blvd LLC FISHED GRADES AS NE
REQUIRED: (8,195 - 8000)/20,000 + 1 = 1.01mss' DB 1899 -700 9. CONTRACTOR SHALL BE IEWONSNE FOR ALL IELOCATIO14% (UNLESS OMW NOTED ON PLANS) IICL UDIIA BUT NOT IN= = To, 23. MECHANCAL EQUIPEMENT SHALL NOT BE VISIBLE FROM 1HE ENTRANCE CORRIDOR.sF ALL UIIES, Sll ORAIUAE. CIS; TRAFFIC SIGNALS k POLES. ETC. AS MEMO. ALL WM SHALL BE N ACCORDANCE WIN PROVIDED: 1IU
OOVERMiG AUIHOIM TES REQUIIEMEIIS AND PROJECT SIIEWORIC SPECF1CAMIS AND SHALL BE APPROM BY SUCH. ALL COST Z
TAY 45C -104B4 SHALL BE IMM UDET IN BASE W
BurQer6usters, Inc. 8 10. CONTRACTOR SHALL OONIROL S101MMWAIER RUNOFF DURING CONSIRUC110N 70 PREVENT ADVERSE WACI5 To OFF SITE AREAS, AND 0
DB 1120 -14 .^ SHALL BE REVONSRNE TO REPAR IES<ULAIG DAMAGES IF ANY, AT NO COST TO OWNER. Z U
B p 11. THIS PROJECT 0 I5 1tN66 MORE THAN ONE ACRE OF LAND AND FALLS WITMN THE VRGM STORMWIIIER MANAGEMENT PROGRAM
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VSMPt GENERAL CONS=X110N POWI (OCP) PROGRAM AS AOMINISIEED BY THE WW" DEPARTMENT OF OONSE WA110N AND 4 • ,
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OW NOTICE IlEH1TWIIHIPREPARE A BTORIAWAI PI110NPKMACOOROANCEIHE 1RACT0R FLEA
Todd Needham _
DB 3237 - 622
REGUL11110IIS.
Linor Amendment Note: W Wyam0.913 Ac. 11 CONTRACTOR SHALL COOTDNAIE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUUIfEMDITS AND SPECIFICATIONS.
THE PRIMARY PURPOSE OF THS MINOR AMENDMENT IS m ADD A LOADING SPACE.
136 CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. C MSMX110N ACTIVITIES SIALL BE N ACCORDANCE INCREASE THE SIZE OF THE DUMPSIER PAD, REVISE LANDSCAPING, AND ADD A E-4
1 WITH OSHA STANDARDS AND LOCAL IEQUI EMEI ItO10 7 MONUMENT SIGN.
14. COMIRAC70R SHALL olSPOSE OF DEMOLIII N DEBRIS N ACCORDANCE MIN APPLICABLE FEDERAL, STATE AND LOCAL REGULAIIONS, C1 R E T DEVELOPMENT PLANNER E-+
3i1 ORDI LANCES AND STATUTES. US0832' »W 2•
I& DING UTILITIES SMALL BE IERMM1AIED, UNLESS OTHERWSE NOTED, N CONFORMANCE WITH LOCAL. STALE AND INDIVIDUAL UTILITY
COMPANY STANDARDS SPECIFICATIONS. AND DETAILS. THE CONTRACTOR SHALL COORDINATE UIUTY SERVICE 08COlNECTS WITH THE E-+
UTILITY REPRESONTAVIW& CURRE T DEVELOPMENT ENGINEER U]
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TM 45C -10485
OOstiacardersShoppingcenterLLCGENERALWATER & SEWER CONDITI ALBEM LE COUNTY SERVICE AUTHORITYDB
1. WORK SHALL BE SUBJECT TO NSPEC1101I BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS, THE CONTRACTOR WILL BE
RESPOMI LE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICALS AT THE START OF THE WORK.
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2. 1HE LOCA710M OF DING UTUIIES ACROSS NNE LIE OF THE PROPOSED WRIG ARE NOT NECESSARILY SHOWN ON THE PLANS FI I UAL a AND WHERE "ON, NE ONLY APPROIMMAIELY CORRECT THE OONINACl01t SHALL ON HIS ON INITIATIVE LOCATE ALL
UDERGROU D LINES me S1R UCTUES AS NECESSARY,
3. ALL MATERIALS AND COIISIRUC110N SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AID SEWII7t PROJECT NO: 70123
00NSNXTION SPECIFI AS AIWTED BY THE ALBEMARLE 00IAM saw AUTHORITY. ARCH IT CTU RAL REVIEW BOARD DRAIldG No:4. DATUM FM ALL ELEVATIONS SHOWN N NATIONAL GEODETIC SURVEY.
THE CONTRACTOR SHALL BE RESPONSNILE FOR NOTIFYING "MSS UTILITY (1 -800- 562 -7001
e. ALL WATER AND IFrrlE„1 PIPES SHALL HAVE A MN" OF 3 FEET OF COVER MEASURED FROM ,1,E Top OF M oVER THE B U I LD I OFFICIAL
CEITEALIE OF WE THIS INCLUDES ALL FIRE HYDRANT LIES, SERVICE LAIERALS AND WATER LINES, ETC, MA1
7. ALL WATER AND SM APPURTENANCES ARE To BE LOCATED OUTSIDE OF ROADSIDE DITC
NR. VALVES ON DEADEID LINES SHALL BE BODGED To PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A R MJ E D(TENSI N OF VIRGINIA DEPARTMENT OF TRANSPO RATI ON
THE 1 OF 3LINE.
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LD -229 Storm Drain Design Computations
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DATE: JULY 05, 2007
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20' RWSA Waterline Easement
DB 1463135
Control Telephone Co.
of Va. Easment
DB 1135 -73
PARKING LANDSCAPE REQUIREMENTS
I TREE PER 10 SPACES
REAR - 18 SPACES - 2 TREES
FRONT - 14 SPACES - I TREE
51DE - I I SPACES - I TREE
PROVIDED REAR AREA - 4 TREES (AR)
PROVIDED FRONT AREA - I TREE (AR)
PROVIDED SIDE AREA - 2 TREES (AR)
CANOPY CALCUL
AREA - 39,784 SQ. FT.
CANOPY AREA REQUIRED:
39,784 x 0. 10 (10%) - 3,978.4 SQ. FT.
CANOPY AREA PROVIDED (10 YR. MATURITY): 5,3GG 5Q. FT.
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PLANT SCHEDULE
KEY QUANTITY BOTANICAL NAME COMMON NAME PLANTING SIZE
TREES
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AR 7 Acer rubrum 'Red Sunset'Red Sunset' Red Maple 3.5" Caliper 14'- 16 Ht.
IN 3 INex x 'Nellie R. Stevens'Nellie Stevens' Holly 5' Hei ht
SHRUBS
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4'-
AG 15 Abelia x grandiflora 'Confetti'Confetti' Abelia 24" Min. Height
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16 Calamagrostis scut' ora 'Kart Forstee ari Forstee Feather Reed Grass 4" Min. HeightH5HquEllenHuEllenHutOnkleatyrangea4" in. HeightIC23Boxcrenate 'Soft Touch'Soft Touch' Japanese Holly 24" Min. HeightICG33Ilexcrenota'Green Lustre'Green Lustre' Japanese Holly 24" Min. HeightLF14Leucothoefontanesiana 'Girard's Rainbow'Girard's Rainbow' Leucothoe 24"
XP 9 Rex 'Patriot'Patriot' Holly 5'- 6' HeightPL19jPrunuslauroceresus 'Otto Luyken'Otto Lyken' Cherry Laurel 24" Min. Height
ARB PLANT REQUIREMENTS SHALL BE THE PREDOMINATE SPECIFICATION
PAPEMY1ZrLE
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Wateriin>osement
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DB 1123 -
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12 Ct
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CANOPY AREA SF
510 SO. FT.
44 SQ. FT.
16 SQ. FT.
16 SQ. FT.
16 SQ. FT.
11 SQ. FT.
16 SQ. FT.
TOTAL CANOPY AREA SF
3570 SO. FT.
240 SQ. FT.
368 SQ. FT.
528 SO. FT.
154 SQ. FT.
144 SQ. FT.
304 SO. FT.
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368 SQ. FT.
528 SO. FT.
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Lk. No. 30542
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SEPTEMBER 28, 2007
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SEPTEMBER 28, 2007