HomeMy WebLinkAboutSDP200900007 Plan - Approved 2010-01-1411
FINAL SITE DEVELOPMENT PLAN FOR
LEWIS AND CLARK EXPLORATORY CENTER
PORTION OF TAX MAP 629 PARCEL 23
RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA
OWNER:
City of Charlottesville and
County of Albemarle
401 McIntire Road
Charlottesville, VA 22902
DEVELOPER:
Lewis and Clark Exploratory Center
P.O. Box 281
Charlottesville, VA 22902
ARCHITECTURAL REVIEW BOARD
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Lic. No. 22402
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C4 of 15 Demolition Plan
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C5 of 15 Demolition Plan
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C6 of 15 Phase 1 Site Plan
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C7 of 15 Phase 1 Grading and Utilities
C8 of 15 Access Road Plan 10+00 to 19+00
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C14 of 15 Concept Plan for Phase 2
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LEWIS AND CLARK
Exploratory Center
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DDR PROJECT NO: 07.01
INDEX TITLE:
C1
SHEET NO: I OF 15
DATE: 1/20/09
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DDR PROJECT NO: 07.01
INDEX TITLE:
C1
SHEET NO: I OF 15
DATE: 1/20/09
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LEGEND - -
SITE DATA & GENERAL NOTES ABBREVIATIONS c <zo
I
EMST NEW DESCRIPTION
GENERAL EXIST NEW DESCRIPTION . 1Yrc TOP OF CURB ELEVATION 0v v
SITE DATA GENERAL UTILITY NOTES_ N
ABAN ABANDON EO
1. CONTACT MISS HALLUTILITTYV IF TALL U52-7001 R HOURS PRIOR TO ANY GRADING TO DIGGING TO HAVESI UNDERGROUND AND
MARKED. THE ABANDON(ED) MAX MAXIMUM PROPERTY UNE C
OYWIEBL CONTRACTOR SHALL VERIFY ALL UTILITY INFpRMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES 10 HIS OWN z 1YBC BOTTOM OF CURB ELEVATION
CITY OF CHARLOTTESVILLE & COUNTY OF ALBEMARLE SATISFACTION. ADJ ADJUST MIN MINIMUM -' - - ADJACENT PROPERTY LINE
z 1YFL FLOW UNE ELEVATION •E
401 MdNTIRE ROAD 2 THE LOCATIONS, SIZES AND TYPES OF EXISTING UTIUTIES HAVE BEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE APRX APPROXIMATE MON MONUMENT CONCRETE _---_ 0 W
CHARLOTTESVILLE. MRGIMA 22902 REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE VACATED PROPERTY UNE ,, z 12'EOP EDGE OF PAVEMENT ELEVATION Q
PUNS THE UTILITY INFORMATION SHOWN DOES NOT GUNNIES THE ACTUAL EASTNCE, SERNCEABIUTY, OR OTHER DATA CONCERNING THE BC BACK OF CURB NTS NOT TO SCALE
DEVEI OPER: UI UTES, NOR DOES IT GUARANTEE AGAINST THE P05SIBIUTY THAT ADDITIONAL UTIUTES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANSBUILDING SETBACK
P.O. BOX 281 z 12' SPOT ELEVATION
LEMS AND CLARK EXPLORATORY CENTER PRIDR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AN DETERMINE THE EXACT LOCATIONS SIZES BFE BASEMENT FLOOR ELEVATION PRVD PROVIDED
AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO DOSING UTIUTIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES NTH DDSTTNG -�- PARKING SETBACK
P.O. OTESVILLE, VIRGINIA 22902 UTILITIES NO THE PROPOSED UTIUTY ROUTES, INCLUDING ROUTES WITHIN THE PUBUC RIGHTS OF WAY. { z 1YTW TOP OF WALL ELEVATION
BM BENCHMARK RRADIUS
1 MERE N DOSTING UTILITY IS FOUND TO CONFLICT MIH THE PROPSED WORK, OR EXJ5IING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT • • ZONING UNE
THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED BOW BOTTOM OF WALL REOD REQUIRED z IYBW BOTTOM OF WALL ELEVATION j R
WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF OC Vi
THE CONFUCT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR BS BOTTOM OF SLOPE RT RIGHT UMITS OF DISTURBANCE TEST PIT LOCATION/BORING LOCATION P 0
ZONING DISTRICT: R-1, RESIDENTIAL ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFUCT.
CG12 ACCESSIBLE CURB RAMP ago
MAGISTERIAL DISTRICT: RIVANNA 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO R/W RIGHT OF WAY �iii� FLOODPLAIN UNIT BENCHMARK
BE INSTALLED ACCORDING TO COUNTY STANDARDS. CF CUBIC FEET SO SQUARE -®- UNDISTURBED BUFFER ZONE IRON FOUND
SOURCE O BOUNDARY SURVEY, SURVEY NOT PERFORMED. PUT NOT AVAILABLE. S RIM ELEVATIONS FOR GRAIN AND SEINER MANHOLES, WATER VALVE COVERS GAB GATES ELECTING AND TELEPHONE PULL BOXES, AND MANHOLES, CL CHAIN LANK STA STATION -+ IRON SET *'_P" T 0/.
BOUNDARY AND SETBACK INFORMATION SHOWN ON THIS PUN IS ESTIMATED BASED ON TAX AND OTHER SUC14 ITEMS, ARE APPROMMATE AND SHALL BE SET/RESET AS FOLLOWS:
MAPS USGS SURVEYS, RIVER AND ROAD LOCATIONS AND ADJOINING PARCEL RESEARCH. CMP CORRUGATED METAL PIPE SW SIDEWALK - - - EDGE OF GRAVEL LP
A IMPERVIOUS SURFACES FLUSH - 10 UNDERDRAIN c
B. PERVIOUS SURFACE AREAS CNE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. Z
SOURCE OF TOPOGRAPHY: 2 FIELD TOPOGRAPHY GENERATED BY PORK HUGHES NO ASSOCIATES MAY 2006. CONC CONCRETE TBA TO BE ABANDONED EDGE OF PAVEMENT STORM SEWER e01 N. Wright a
5' ALBEMARLE COUNTY TOPOGRAPHY USED FOR DRAINAGE AREA MAPS. 6. ALL BLASTING REQUIREMENTS TO INSTALL UTIUTIES SHALL REWIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE NTH THE ALBEMARLE
COUNTY STANDARDS NCY CUBIC YARDS D THE PROJECT SPECIFICATIONS TBR TO BE REMOVED - - - - - ROLL TOP Lic. No. 22402
-a° ROOF DRAIN
SETBACKS: FRONT YARD SDE YARD REN YARD 7, ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIE CONFIGURATIONS SHOWN ON C/C CENTER TO CENTER TC TOP OF CURB -- CG -2 STANDARD 6' CURB po 17-- 10- OSI �ot
BUILDING 25' 15' 20' TIES: PUNS AND LOCAL MUNICIPAL STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET. SEWER UNE
B ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON DIA DIAMETER TRAP TO REMAIN CC -3 STANDARD 4' CURB �eSSAONAL EA STANDARD
MAXIMUM BUILDING HEIGHT. 35' THE DRAWINGS.
ES ENO SECTION TOW TOP OF WALL CG -6 AI
CURRENT USE: OPEN SPACE 9. THE CONTRACTOR IS REWIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE COMBINATION 6' CURB & GUTTER a^w - WATER UNE
ACCEPTANCE O ALL UTILITIESEW END WALL TS TOP QU SLOPE cc -7 COMBINATION 4' CURB & GUTTER. , o
-orv- FIRE PROTECTION LINE �
PROPOSED USE: HISTORICAL CENTER 10 ALL CONCRETE USED IN UTIUTY CONSTRUCTION SHALL BE 4000 PS CONCRETE IN ACCORDANCE WITH COOT SPECIFICATION SECTION 217. EXIST EXISTING TYP TYPICAL m
THE PROPSED USE IS ON A 18 -ACRE LEASE IN BARDEN TOWS PARK. BUILDING ENTRANCE WATER SERVICE UNE
11. NO PLANTINGS OR FAECIION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FRE HYDRANT. FFE FINISHED FLOOR ELEVATION UG UNDERGROUND w
PARKING SCHEDULE: SPACES PROVIDED: a LOADING DOCK Y
12 ALL UTIUTIES TO BE RACED UNDER EXISTING COUNTY MEETS MUST BE BORED OR JACKED UNLESS SECIFICALLY APPROVED OTHERWISE OR IFlR(N FOUND c GAS UNE i
HANDICAP 4 NOTED ON THE PLANS.
REGULAR 27BOLLARD o
BUS 2 13. WATER METERS SHALL BE LOCATED IN N ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOS: TO OTHERIS IRON SET ' • - - °+E- OVERHEAD ELECTRIC ERRE
A PARKING REQUIREMENT IS NOT AVAILABLE FOR HISTORICAL CENTER DESIGNATIONS PARKING IS PROVIDED AS PER SECT. 4.12.7(C) OF FAOUTIES.--
LOD LIMIT O DISTURBANCE T SIGN zx
- - - °°° - UNDERORWND ELECTRIC O c .,
THE ALBEMARLE COUNTY ZONING ORDINANCE. 14. FOR UTIUTIES INSTALLED LINDER ROADWAYS ND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO C!2
NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE VAIN WOT SPECIFICATIONS SECTIONS 52103, 302, 303.10, AND 200.02 PER P.F.M. LF UNEAR FEET - q1G - OVERHEAD TELEPHONE LINE c� y
MAX NUMBER OF EMPLOYEES: 5STEEL GUARDRAIL W m
15. CONTRACTOR IS TO VERIFY THAT ALL UTIUTIES LE, WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PUCE PRIOR TO LT LEFT - - uc* - UNDERGROUND TELEPHONE LINE P..'
SIGNAGE AND UGHTING IS NOT INCLUDED NTH THIS PLAN. A FINAL SITE PLAN NUL BE REQUIRED FOR THESE PROVISONS. CONSTRUCTION OF SUBBASE ND/OR PAVING UTILITY --- n WOOD GUARDRAIL
16. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION NTH THIS PLN SHALL BE IN ACCORDANCE NTH THE CURRENT APPROVED CABLE N
LAND SCHEDULE: PRE -DEVELOPMENT (S) % POST-DEVFIOPMNT (SF) 5 ALBEMARLE COUNTY SERVICE AUTHORITYS GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS. NY AMENDMENTS THEREOF AND THE ARV AIR RELEASE VALVE LP UGHT POLE - -
BUILDING 0 0 15,000 S.F. (0.45 ACRES) 1.9 STANDARDS AND SPECIFICATIONS OF VDOT. - - PATH DRAIN INLET (DI)
PAYED 0 0 64,991 S.F. 1.49 ACRES 8.3 BOA BLOW OFF ASSEMBLY MH MANHOLE - TREE UNE ti
( ) 17. ALL WATERLINES AND SANITARY SEWERUNES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18' VERTICAL CLEARANCE O STORM/SANITARY MANHOLE m
OPEN 784.080 S.F.(18 ACRES) 100 704.089 S.F.(1606 ACRES) 89.8 (OUTSIDE EDGE OF PIE TO OUTSIDE EINE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS. CO CLEANOUT OHE OVERHEAD ELECTRIC
FENCE
o
TOTAL 784,080 S.F. (18 ACRES) 100% 784,080 S.F. (IB ACRES) 1006 SUCH OR STUB c
18. PROPOSED UNDERGROUND UTILITIES Ci AS ELECTRIC TELEPHONE, CABLE. AND GAB WHICH SERVE RST
IS FACILITY ALL BE LOCATED WITH A ppp TELENSON PEDESTAL OHT OVERHEAD TELEPHONE
MINIMUM 5 FOOT SEPARATION FROM PUBUC WATERMAINS AND SANITARY SEWN. F - BLOC)( WALL y
HEADWALL
THIS PROPERTY IS LOCATED IN ZONE % AND ZONE AE AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY PANEL 51DGCO2B7D. 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUOUNG ELECTRICAL PANELS TD GENERAL SITE UGHTING IN ACORDNCE NIH NATIONAL ELECTRIC CAN CABLE TELEVISION PVC POLYVINYL CHLORIDE �I
RETAINING WALLo .6CODE' DI DROP INLET RCP REINFORCED CONCRETE PIPE o SEWER CLEANOUT a 9 g c N
BENCHMARK: TEMPORARY BENCHMARK 'X' ON NORTIMOST BASE BOT OF FIRE HYDRANT LOCATED 495 F. 20, ALL PIPES SHOWN AS ROP ON PLANS SHALL BE REINFORCED CONCRETE PPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON STREAM / WATER COURSE :.
SW OF BUILDING LOCATION. ELEVATION = 382.79'. DATUM FOR ALL ELEVATIONS SHOWN IS PLANS DIP DUCTILE IRON PIPE SAN SANITARY WATER VALVE &BOX
NATIONAL GEODETIC SURVEY 21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLELEC ELECTRIC SCC STORMWATER CONVEYANCE CHANNEL
ED ACCORDING TO BOCA NATIONAL PLUMBING CODE. -" - - -- POND Y
FIRE HYDRANT
SUBJECT TO SPECIAL USE PERMIT: 22. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY,12 INTERVAL CONTOUR ® w
FH FIRE HYDRANT; ST STORM DRAINAGE STRUCTURE WATER METER
TO MATCH FINISHED GRADES. CID y
00 - INDEX CONTOUR 19
THIS PROPERTY IS SUBJECT TO SPECIAL USE PERMIT / SP -2004-004 APPROVED ON JANUARY 4, 2006, EXTENDED ON SEPTEMBER 5, FM FORCE MAB TOP TOP ELEVATION WATER WELL o
GENERAL CONSTRUCTION NOTES (PART ONE)
2007 ALLOWING FOR HISTORICAL CENTER AND MODIFICATIONS 1D SECTION 5.1.42 OF THE ZONING tXDINNCE NTH THE FOLLOWING PARKING COUNT C/2 v v S o
CONDRIONB 1, PRIOR 10 NY CONSTRUCTION TURIN ANY EXISTING PUBLIC RIGHT -O -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE
FO FIBER OPTIC TPD TELEPHONE PEDESTAL GAS VALVE
OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VOOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE RE WIRNNTS CT GREASE TRAP TSV TAPPING SLEEVE &VALVE '2 ,,,,, CROSSWALK Od Ti7 a
SP -2007-0024; OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS O' THE PERMIT SHALL GOVERN. GAS METER
1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORD NTH ALL SHEETS O THE PLAN ENTITLED 'LE'NS & CLARK EXPLORATORY 2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SEpFlCATI0N5 AND STANDARDS O VDOT UNLESS OTHERWISENOTED. GV GATE VALVE UP U11UTY POLE ' ; �'; HANDICAP ACCESSIBLE AISLE rp.. f. =. F� LIGHT POLE o
CENTER; REVISED OCTOBER 18, 2005 AND PREPARED BY NELSON, BYRD, WOLTZ. SETBACKS INDICATED IN THE TABLE ON SHEETS L 3.1
AND L3.2 DO NOT SET INCREASED MINIMUM SETBACKS1 EROSION AND SILTATION CONTROL MEASURES SHALL SE PROVIDED IN ACCORDANCE ANTI THE APPROVED EROSION CONTROL PLAN AND SHALL BE HDPE HIGH DENSTY POLYETHYLENE WL WATER UNE ® CG -12
INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER CONSTRUCTION. Ll TRANSFORMER PAD
2 RE IDP O THE LOOKOUT TOWER, MEASURED IN ELEVATION ABOVE MEN SEA LEVO, STALL NOT IXC® [AMA + 35]. THE � 11.
APPROVED HEIGHT SHALL AT NO TIME SE TALLER RN THE TALLEST TREE WIRIER TWENTY-FIVE (25) FEET OF THE LOOKOUT IOMN, A ALL SLOPES AND DISTURBED AREAS ARE TD BE FERTILIZED, SEEDED AND MULCHED. INV INVERT WM WRIER METER HANDICAP PARKING „.
AND SHALL INCLUDE NY BASE, FOUNDATION OR GRADING THAT RUSES THE TOWER ABOVE THE PRE-EXISTING NATURAL GROUND WV WATER VALVE �' GYP POLE C
33S
ELEVATION; S THE MNMIM ALLOWABLE ROPE IS 21 (HORIZONTALVERTICAL} WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE V VN -ACCESSIBLE HANDICAP PARKING s- .. GUY POLE J
1 A MAXNUM OF TWELVE (12) SPECIAL EVENTS, IN ACODRDNCE NTH SECTION 5.1.421, NE AUTHORIZED PER CALENDAR YEAR;
ACHIEVED. CONTRACTOR'S COORDINATION RESPONSIBILITIES X w Ri w LL To
4. A MAXIMUM OF FOUR (4) FESTIVALS, IN ACCORONCE WITH SECTION 5.1.42.4 ARE AUTHORIZED PER CALENDAR YEAR; 8. PAVED, RP -RAP OR STABILIZATION MAT UNED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS : 0 CONCRETE PAVEMENT / SIDEWALK NOTES: MATCHUNE
S A UGHTNG PUN AND A LWDSCAPNG PLAN SHALL 8E SIIBWTTED, REVIEWED, ND APPROVED BY THE ARCHITECTURAL REVIEW DEEMED NECESSARY IN ORDER TO STABIUZE A DRAINAGE CHANNEL 1. THE CONTRACTOR IS EWIfED TO OBTAIN NY/ALL PERMITS REWIRED FOR CCNSTRIICTIW O d,
THESE PLANS 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN.
BOARD PRIOR TO FINAL SITE PLAN DEVELOPMENT PLAN APPROVAL;2 ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. W
7. ALL TRAFFIC CONTROL SONS SHALL CONFORM NTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEUCES RIPRAP i .
6. IN ACCORDANCE NTH SECTION 32.7.9.9, A TWENTY 20 PERCENT TREE CANOPY 51RALL BE REQUIRED FOR THE SITE BASED ON THE 2 TO TIME WORK IS DERPERFORMEDSAID
OFF-SITE ORS WITHIN N EXISTING EASEMENT. THE CONTRACTOR IS E y C_.
( ) 3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS.
TO NOTIFY THE HOLDER O SAID EASEMNi IC TO THE NATURE OF NTH
RRO PORI( AND TO
DISTURBED AREA FOR THE HISTORICAL CENTER BEARDING, PARKING, AND ACCESS ROAD; B UNLESS ORFRWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. FOLLOW ANY WIDLFUNES OR STANDARDS WHICH ARE ASSOCIATED NTH CU REFERENCED IN THE NEW ASPHALT Z �+
7. PRIOR TO NY GRADING OR CONSTRUCTION ACTIVITY, THE UNITS O THE ONE HUNDRED (100) -YEAR ROOD PLAIN AND STREAK RECORDED EASEMENT WASE
BUFFERS, WHERE ADJACENT TO CONSRUCIED PROPOSED IMPROVEMENTS INCLUDING THE AMPHITHEATER TIMBER FORT, LOOKOUT TONT, 0. ALL EXCAVATION FOR UNDERGROUND PIE INSTALLATION MUST COMPLY NTH OSHA STANDARDS FOR THE CONRUCTION INDUSTRY (Z9 CFR PERT
1828). 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE
ENTRANCE ROAD AND RETAINING WALL, SHALL BE FLAGGED AT TEN (10) -FOOT INTERVALS BY A LAND SURVEYOR TO PREVENT RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. EC -2 BLANKET MATTING >"
ENCROACHMENT LAND DISTURBING ACTIVITY, STORAGE OF CONSTRUCTION EQUIPMENT OR MATERIALS, AND ACTUAL CONSTRUCTION OF GENERAL CONSTRUCTION NOTES (PART TWO) �"' E -
IMPROVEMENTS DURING CONSTRUCTION; 4. CONTRACTOR TO VERRY ALL SITE PUNS NO PROFILES AND DETAILS FOR CONSSTENCY AND IFEC-3 TYPE A O Z
B. OUTDOOR AMPUFlED NOSE IS NOT ALLOWED ON SITE; 1. WORT( WITHIN THE LOCAL RIC HTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -O" -WAY SHALL CONVICTS DOSTS, COTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION, INERPRETATION �y Q
9. AS STIPULATED IN THE LEAS: AGREEMENT BETWEEN THE APPUCANT AND THE CITY AND COUNTY, THE PROPOSED IMPROVEMENTS ARE BCPo� TO THE LATEST EDITIONOF THE MRONIA DEPARTMENT O TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK.
EC -3 TYPE B E -H
TO BE REVIEWED BY THE CITY AND COUNTY PRIOR TO CONSTRUCTION TO MAKE SURE THERE ARE ALTERNATIVE USES AVAILABLE FOR 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EMSITING UPUTIES IN CONFUCT
THE IMPROVEMENTS SHOULD THE VENTURE FAIL 2.USE SELECT MATERIAL ODER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS SIDEWALKS WITH PROPOSED WOK HAS BEEN COMPLETED INCLUDING UTIUTY POLES � WETLAND
10. SPECIAL USE PERMIT 2007-024 SHALL BE VALID TWELVE (12) MONTHS FROM THE DATE OF THE ORIGINAL AND OTHER CONCRETE AND PAVED SURFACE% USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PUCE MATERIAL IN O' UFTS. O a
B. CONTRACTOR SHALL COMPLY NTH FENCING AND REE PRESERVATION SIGNAGE REWIRED BY GENERAL CONSTRUCTION NOTES FOR STREETS APPROVAL AND SHALL BE EXPIRE ON JANUARY 4, 200. 3.COMPACT LAYERS OF FILL TO 95 PERCNT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH ND WITHIN 15 FEET OF BUIDINGS ALBEMARLE COUNTY LODE.V]
AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS PAVEMENTS, WALKS AND ROAD ----- SANITARY EASEMENT 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WIRIN THE DEVELOPMENT WILL BE MADE BY THE Q --i Q'
SHOUIDNS INCLWOG AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS COMPACT 90 PERCENT BY COUNTY RE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 P� H
SP -2007-0022: 7. DATA FILES AT A NOT OBTAINED
SOLELY RN ELECTRONIC VERSIONS L PANS SPE IN OF PR AND GRADING EASEMENT HOURS IN ADVANCE O RE START OF CONSTRUCTION.
1. THE APPUCANT MUST STANDARD PROCTOR METED PER ASTM 0 698. IF RE DENSITY DJ RE ADJACENT SOL IS MORE THAN THE DENSITY SPECIFIED, THEN DATA FILES THAT AAE OBTAINED TRO/ DANCE WITH THE PER COPIES DESIGNERS, BUT SHALL AND
LOCA NS PROJECT
EMERGENCY MANAGEMENT OAGNCY (TEMA)TAIN A MAP END COPY THE COUOF NTYENGINEERON ALLCORRESPONDENCE: 64T AS ON, OR LEITER OF AMENOMREQUIRED FROM RE FEDERAL COMPACT TO A DUSTY NOT L65 THEN RE DENSITY O THE ADJACENT BOL SIpPUEp AS PFEATURES IN ART 6 RE CONRACT OOWMNiS OF THE PLANS AND SE ATIONS THAT ARE DRAINAGE EASEMENT SHALL
ALL HAVEBE CECEIRR TE Tro EZ UPON COMPLETION OF NRFORMEDINON RE G AND PREPARATION
SOL THREE I/b3) COPIES BO RE TEST GRADE, THE S L75 CONTRACTOR w a Z
2 RE FILL SLOPE MUST BE PROTECTED AGAINST POSSIBLE SCOUR WRING RE ONE HUNDRED (100) -YEAR STORM, AND MUST NOT 4 APER$ ON WHICH FWD ISR BE PLACED SHALL TI N,EARE0. DUBBED, AND DRIPPED O TOPAND OILFR SOIL MATERIALSaLTERIOU SHALL BE FREE L REVISED PAVEMENT DEBNNS'HALLLLUNBE MADE BYBT EE DESIGN ENGINEER AND GREATERIS
NTTRH NOT HE TEST LE, A � x
EXCEED THAT SHOWN IN RE APPLICATION PLAN; AND DEBRIS LOOTS WOOD. SCRAP MATERIAL. TER SHALL
REFUSE, SOT UNSOUND PARTICLES. AND FROZEN MATERIAL SH L E UNKAASAL 8. CONTRACTOR SHALL IMPLY NR ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS _„_„_ RESULTS FOR APPROVAL
MATERIALS TE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF TE UFT TICJOE55. COMMION FILL MATERIAL SHALL BE UNCLASSIFIED SOL UTILITY EASEMENT _
3. ARMY CORPS OF ENGINEERS VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY, AND OTHER NECESSARY STATE AND FEDERAL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TD RE SOL DENSTY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND g CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUSUC RIGHT-OF-WAY OR E�
AGENCY APPROVALS MUST BE OBTAINED PRIOR TO ISSUANCE OF GRADING PERMITS. PILL MATERIAL ASTM D 2467. CLASSIFICATION GW, GP, GM. GC. SW, SP. SM, SC NR A MAMMUM ASTM D 4318 LIQUID LIMIT OF 35. MAXIMUM ---- - -- - -- ----- WATER EASEMENT WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY RE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO
ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL PLANS) INCLUDING, BUT NOT LIMITED T0, ALL UTILITIES STORM DRAINAGE, SIGNS TRAFFIC SI(INAlS BE EXTENDED TO A BOUNDARY UNE DR A NATURAL WATERCOURSE. �..
ASTM D 2487, CLASSIFICATION OW, GP, SW, SP NR A MAXMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE, & POLES, ETC. AS REWIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES 4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS
PRASING REQUIREMENTS AND PROJECT STEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL - - - ACCESS EASEMENT WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. AONTIONAL GUARDRAIL MAY BE REWIRED AT E-'
5. ALL AMSHED GRADING, SEEDING AND SODING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SIE COST SHALL BE INCLUDED IN BASE BID. LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF RE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED
1. PHASING IS AS FOLLOWS PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. - --- Z �-+
STORM DRAINAGE EASEMENT NECESSARY. ERIN GUARDRAIL IS REQUIRED, IT SHALL W INSTALLED FOUR (4 FEET DESIST FROM THE EDGE
PHASE I - CONSTRUCT ALL UTIUFES / INFRASTRUCTURE B.CUT AND PATCH WORK IN EXI9TNG PUBUC STREETS MUST BE PERFORMED IN ACCORDANCE NTH VDOT AND ALBEMARLE COUNTY STANDARDS 10 MPACCTS TO OFF SITE AREAS, RACTOR SHALL CONTROL AND SHALL BE ESPON98TDRMWATER RUNOFF IUE TONG REPAIR RESULTION TING PREVENT
AAMAGES, IF ADVERSE GENERAL WATER & SEWER CONDITIONS (7 FEET. TO RE FACE O WAADRAO, AND ROADWAY SHOULDER MD SHALL BE INCREASED TD SEVEN W
ROUGH GRADE AND SED 15,000 ff BUILDING PAD SITE AND SPECIFICATIONS. ANY, AT NO COST TO OWNER. S WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM W
CONSTRUCT A 2,500 SF BUILDING WITHIN 15,000 ff PAD STE - 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY TO VDOT CG -9(A, B OR C).
PRESERVE TEES FOR FUTURE TREE WELLS 7.ALL EXONG CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CNDMON OR DAMAGED DURING CONSTRUCTION SHALL BE 11. THIS PROJECT DISTURBS MOE THAN ONE ACE OF LAND AND FALLS WITHIN RE VIRGINIA INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING RE PROPER SERVICE
RELOCATE DOG PARK FENCE REMOVED AND REPLACED TO THE STANDARDS AND SPEOF1CATICN5 OF ALBEMARLE COUNTY. STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS AUTHORITY OFFICIALS AT THE START OF RE WORK. 5. WHERE RURAL CROSS SECTIONS AREINSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM O
W Qi r
GRADE, PRIME, ND RAL ACCESS ROAD W/ GOWN STONE SURFACE ADMINISTERED BY TIE VIRGINIAO DEPARTMENT CONSERVATION AND RECREATION (WTO VDOT STANDARD PE -1.
R) UNDER THE -> w W
ROUGH GRADE ENTIRE PARKING AREA 8.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED WRING EXCAVATION AND JURISDICTION O RE EPA. PRIOR TO THE STINT O CONSIRIICTION, THE CONTRACTIXt SHALL FILE 2. RE LOCATION OF DUSTING UTILITIES ACROSS THE UNE OF THE PROPOSED WOK ARE NOT 7, COAPIJNCE NTH THE MINIMUM PAVEMENT NOR, SHOULDER WIDTH AND DITCH SECTIONS, AS K ,�ti LU
PRIME AND SEAL PARKING AREA FOR 31 SPACES CONSTRUCTION ACTIMTES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, RE CONTRACTOR SHALL STOP WORK IN RE VICINITY OF RE A GCP NOTICE O INTENT WR THE DOR NO PREPARE A STORMWATER PREVENTION PLN IN NECCSSARLY SHOWN ON RE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. (L (Yw CID
PRIME AND SEAL 2 BUS PARKING SPACES SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF RE MATERIAL AND SHALL NOTIFY THE OWNER IMMEDIATELY SH THAT THE APPROPRIATE ACCORDANCE WR THE LUMP REGULATIONS RE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND UNES AND
SED REMAINING PARKING AREA TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. STRUCTURES AS NECESSARY. T ROAD RAN APPROVAL FOR SU00EXPIE IS SUBJECT NI FINAL RECORD T PUT VALIDATION. SHOULD
RE FINAL RAT FOR THIS PROJECT EXPIRE PRIOR 10 SIGNING AND RECORDATION, RN APPROVAL OF THESE DDR PROJECT NO: 07.013
PROVIDE LANDSCAPING ALONG ACCESS ROAD GENERAL NOTES 12 CONTRACTOR SHALL COORDINATE WITIi ALL UTIUTY COMPANIES FOR INSTALLATION REQUIREMENTS 3 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL PLANS SHALL BE NULL AND VOD.
PROVIDE LANDSCAPING FOR 31 RDPARKINGFEN SPACER AND SPECIFICATIONS.
INSTALL BIOILTER PUNTS, BOARD FNCINC, AND PRIMITIVE RAMS WATER AND SERER CONSTRUCTION SPECIFICATIONS AS ADOPTED By THE ALBEMARLE COUNTY 9. ALL SIGNS OR DIRER REGULATORY DEVICES SHALL CONFORM NMI RE VIRGINIA MANUAL FOR UNIFORM INDEX TITLE:
1. ACCESSIBLE ROUTES BAITING SPACES, NTHPS, TESIDEWALKSL AND WAS AND SHALL BE CONSTRUCTED IN CONFORMANCE NR THE FEDERAL 13. CONTRACTOR S ALLSHALL BE
ACCORDANCE
RESPONSIBLE FOR SITE SECURITY DS JOB LOCAL CONSTRUCTION STINGS AUTI10RItt, RERpNANCE AND LUANUUS AND RE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING
PHASEII _ 12,500 SF ADDITION TO PHASE 1 BUILDING AND 52 PARKING SPACES. AMERICANS WITH DISABILITIES ACT AND NIH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). ACTIVITIES STALL SE IN ACCORDANCE NTH OSHA STANDARDS AND LOCAL REQUIREMENTS.
A FINAL SITE PLAN IS REWIRED FOR CONSTRUCTION OF PHASE 11. 4. RE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTIUTY (1-800-552-7001). 10. TRAFFIC CONTROL OR OBER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY RE DEVELOPER
REFER TO SHEET 14 FOR CONCEPT PLAN FOR PHASE II. 2. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOR SIDES. 14. CONTRACTOR EHAL DISPOSE OF DEMOLITION DEBRIS W ACCORDANCE WITH APPUCABLE FEDERAL. WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEDAED NECESSARY IN ORDER TO
STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES 5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM PROVIDE SAFE AND CONVENIENT ACCESS
2. ESTIMATED TRAFFIC GENERATION AT COMPLETION OF PHASE II - 200 VEHICLE TRIPS PER DAY AND 3 3. SIDEWALKS ADJACENT TO PARING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. RE TOP OF PIPE, OVER THE CNTNUNE OF PPE THIS INCLUDES ALL FIRE HYDRANT UNES, 11, THE SPEED UMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS
BUS TRIPS PER WEEK. ESTIMATES ARE BASED ON INFORMATION AS PROVIDED MTH APPUCATION PLCO 15. EXISTING UTIUTIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE PATH SERVICE LATERALS AND WATER UNES, ETC. DETERMINED BY VONT FOR PUBUC ROADS
FOR SP 1 2004-004 (APPROVED JANUARY 4, 2006). 4. TO RE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY LOCAL, STATE AND INDIVIDUAL UTIUTY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. RE
43. . TFHE SITE ICN T DRAWINGS WITHIN
A RESERVOIR
H THE WATERSHED.
E SHED. PERMIT APPLICATION BIGGEST THAT RE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTIUTY 6. ALL WATER AND SENA APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 12. VIOL STANDARD
D CD -I OR 00-2 GROSS-DRATNSITIONS AND SGHADE SAG BE INSTALLED
UNDER THE SUBBASE
BBBBA ROILES. SHEET NO: 2 OF 15
5. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFUCTS WITH OTHER STRUCTURAL FUTURES. REPRESDiTATIVM.
BUILDING WILL BE VISIBLE, ARB REVIEW WILL BE REWIRED. 7. VALVES ON DEADEND UNES STALL BE RODDED TO PROMDE ADEQUATE RESTRAINT FOR THE VALVE 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SENORS AND CULVERTS THAT ARE DEEMED
5. A WAIVER OF THE REQUIREMENT FOR CURB AND OUTER INSTALLATION ALONG THE ENTRANCE ROAD DURING A FUTURE EXTENSION OF THE UNE. INACCESSIBLE TO COOT OR COUNTY INSPECTIONS THE ABED INSPECTION SHALL BE CONDUCTED IN
AND PARKING AREA WAS APPROVED BY THE ALBEMARLE COUNTY PUNNING COMMISSION ON ACCORDANCE WITH VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND NR A VOOT OR COUNTY
SEPTEMBER 23, 200& INSPECTOR PRESENT. I DATE: 1/20/09
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Lic. No. 22402
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DDR PROJECT NO: 07,01
280 INDEX TITLE:
C9
00 SHEET NO: 9 OF 15
DATE: 1/20/09
\ \I
Notes: \ \ \ \
1. All construction to be in \ \ �\ '\\ \ \ \ �\ \ \\\\ \ \ \ �� ��\ /� _ / v=gs
accordance with ACSA standards SCALE: 1" = 30•
and specification. \ \ \� \� \ \ \ \ \ \ \\ \ •• / C �-
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9 \ \ \ 09 a �\ \\ \',, \\ \\ \\ \r \.\� \\ �• \\ _ .._- - "' ;'/ /' / ; \. DEFLECT PIAE THROUGH THE JOINTS �'• \ % y ./ / 'C unn
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EXISTING / / / // / 1t I i N j '1 >.n�r .m„c 'a.m mym•.ru..;,aa w±.
/!ij i/1 / i/ / /il i / /' x .TREE T(y i i I o
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/r l/ / f/✓ / I / / �•'� i- FENCING AND ARMORING E3 n:...i°a•mi:*.m aw n....dn:m:r..w..trma•ee.ss.�maey. camemaKw.
! J / / { l 11 / 1 /! ! 1 / l �,/ .a� / �/ / F ' '+� ❑
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'.////JI /�� 11// // /��// / / I / i`: "ten:, '' �-• ❑ cu.«,x.e,«,e,mmr�:..,eam,.a TOTAL (5� 7.306
i// / li i/ _/ �I / / ! /• °". a f.A
•• r
- __---_.---_..— .�._' � O nm rnwvem6mf w�ia1908ma.'4Niexw Cmm mp:e,d
/
q r. iwII trmlr i/ // / /// / / l � I / •' .---%"�' ❑ i"-..a.o-•um<e.,...e.mm,rorw.:ma.na,xs..,mn.....a. PERENNIALS FOR THE EDUCATIONAL GARDEN'
/ / / // / // /�/ �/ �� �, ! 111 o/ , • l / '` X"' %-"- X _ _ - (Signage will indicate the connection to the Lewis & Clark expedition for each plant.)
X
I I - --
- __ ,:l o imm Mm,iaf. +oa.m:R.,a+emeau.,mamw.rwmr ma�e.r�amcAay. m:wr. Comassio quomash - Comas
- ❑ r< .acarmam".e,eeaxmweueamq.r tdwa+are+a,nm,asa e::.v,�naa garkia pulcheila - Pakfairies
////%/ /// /�j1,1,/ / / • / - + r ''" , �,•„Poen�,�•� r, rPa Echinacea -Bitterroot
ongurrow-Ieawsd Coneflower
Lew'sa
Linum lewisii - Lewis' Wild Flax
r
/ r r +a n "—a'* Eu horbia mar inato - Snow -on -the -mountain GRAPHIC KEY
D 9
.� ca.. mxc v nnn. mm,ea,cwmswia+s.asptieau.mmmwt,ve au aua.w:;u:ma,am.ae CoBlardia arislota - Blanketflower
MimulusMooke, lewisii - uttatusower
/i// �li/ ///// /'/ l l / /1 // / /' •uwc ,.,� al. aeeew wiww..: 9 Yfl
�,//i,' j / ,/ ////// / /' ,' / / / / / ,/❑ wn mcen nmue.ew�+:x,mz,n,�nye am,n ee n«enemarn®mer,er.n.m,nea„umxvva EXISTING VEGETATION SHOWN IN
CORRECT METHODS OF TREE FENCING AREA OF DISTURBANCE FOR PHASE E I: 151,855 S.F. LIGHT LINE AND TEXT
20% REQUIRED CANOPY COVERAGE: 30,371 S.F.
PROPOSED CANOPY COVERAGE: 143,085 S.F.
REMAINING EXISTING CANOPY: 135,779 S.F. PROPOSED LANDSCAPING ELEMENTS
. PROPOSED
PARKING 0T TREESNTREOUIREO: 1/10 SPACES (31 SPACES + 2 BUS)= 4 SHOWN IN BOLD LINE AND TEXT
/ / / / / ' / // / / / wn:rtrsrnsnev¢ovex•ssmroAxmurtvm�caoAwrxwanA iAx cnmaacnac os.aww caraxm'eiroA
PROPOSED: 7
30 0 30 so 90
(� ' I COR0.4(.TPfiRCA.eFR 6AYA (DAEFI
CORRECT TRUNK ARMORING uAs w,.n
SCALE: 1" = 30'
TRIANGULAR BOARD FENCE
PHASE I PLANT L15T
ON --U
KEY
QTY.
BOTANICAL NAME
COMMON NAME
CAL.
HEIGHT
REMARKS
CANOPYAP•.EA
(SF)
AREA TOTAL
(5F)
5HADE TREE5
Met
LS 7
Liquidom6a styrocifluo 'Rotundilobo'
'Rotundiloba' Sweet um 2"
206
1,442
BN 5
Betula ni ra "Hedta a
"Herita e" River Birch
10'-12'
Clump
464
1320
MP 6
Madura pomifera
Osage Orange Male Only) 1 2,5"
1
1 6 M.
ORNAMENTAL TREE5
AC 3 Amelarduer x grandifivo 'Autumn Brilliance'
"Autumn Brilliance' Serviceberr
10-12'
Clump
130
390
MV 4
Magnolia w91aiana
SIIII bay Magnolia
5'_B•
113
452
EVERGREEN5
a
P 15
Ilex crenoto °Compact°
'Compact" Japanese Holly
4'-5'
16
240
JV 21
Juniperus virginiana
Eastern Redeedor
4'-5'
1 16
1 336
TO 1 14
Thug occidentalis "Techny"
I "Techny" P amidal Arborvita
4'-5'
1 1 10
1 140
5HRUB5
CF 7
Colyconthus floridus
Sweetshrub/Carolina Allspice
36"
26
182
CA 24
Clethra alnifolia "Hummingbird'
"Hummingbird' Summersweet
36"
16
384
IG 21
Ilex gold 'Shamrock
"Shamrock" Inkberry Holly
4"
23
483
IV 12
Itec Virginica Henrys Garnet'
"Heir's Gamer" Sweet ire
36'
16
192
MC 12
Myrica centers "Don's Dwarf"
"Don's Dwarf' Waxmyrtte
36"
44
528
VB 7
Viburnum dentatum
Arrowwood Viburnum
36"
31
217
'.////JI /�� 11// // /��// / / I / i`: "ten:, '' �-• ❑ cu.«,x.e,«,e,mmr�:..,eam,.a TOTAL (5� 7.306
i// / li i/ _/ �I / / ! /• °". a f.A
•• r
- __---_.---_..— .�._' � O nm rnwvem6mf w�ia1908ma.'4Niexw Cmm mp:e,d
/
q r. iwII trmlr i/ // / /// / / l � I / •' .---%"�' ❑ i"-..a.o-•um<e.,...e.mm,rorw.:ma.na,xs..,mn.....a. PERENNIALS FOR THE EDUCATIONAL GARDEN'
/ / / // / // /�/ �/ �� �, ! 111 o/ , • l / '` X"' %-"- X _ _ - (Signage will indicate the connection to the Lewis & Clark expedition for each plant.)
X
I I - --
- __ ,:l o imm Mm,iaf. +oa.m:R.,a+emeau.,mamw.rwmr ma�e.r�amcAay. m:wr. Comassio quomash - Comas
- ❑ r< .acarmam".e,eeaxmweueamq.r tdwa+are+a,nm,asa e::.v,�naa garkia pulcheila - Pakfairies
////%/ /// /�j1,1,/ / / • / - + r ''" , �,•„Poen�,�•� r, rPa Echinacea -Bitterroot
ongurrow-Ieawsd Coneflower
Lew'sa
Linum lewisii - Lewis' Wild Flax
r
/ r r +a n "—a'* Eu horbia mar inato - Snow -on -the -mountain GRAPHIC KEY
D 9
.� ca.. mxc v nnn. mm,ea,cwmswia+s.asptieau.mmmwt,ve au aua.w:;u:ma,am.ae CoBlardia arislota - Blanketflower
MimulusMooke, lewisii - uttatusower
/i// �li/ ///// /'/ l l / /1 // / /' •uwc ,.,� al. aeeew wiww..: 9 Yfl
�,//i,' j / ,/ ////// / /' ,' / / / / / ,/❑ wn mcen nmue.ew�+:x,mz,n,�nye am,n ee n«enemarn®mer,er.n.m,nea„umxvva EXISTING VEGETATION SHOWN IN
CORRECT METHODS OF TREE FENCING AREA OF DISTURBANCE FOR PHASE E I: 151,855 S.F. LIGHT LINE AND TEXT
20% REQUIRED CANOPY COVERAGE: 30,371 S.F.
PROPOSED CANOPY COVERAGE: 143,085 S.F.
REMAINING EXISTING CANOPY: 135,779 S.F. PROPOSED LANDSCAPING ELEMENTS
. PROPOSED
PARKING 0T TREESNTREOUIREO: 1/10 SPACES (31 SPACES + 2 BUS)= 4 SHOWN IN BOLD LINE AND TEXT
/ / / / / ' / // / / / wn:rtrsrnsnev¢ovex•ssmroAxmurtvm�caoAwrxwanA iAx cnmaacnac os.aww caraxm'eiroA
PROPOSED: 7
30 0 30 so 90
(� ' I COR0.4(.TPfiRCA.eFR 6AYA (DAEFI
CORRECT TRUNK ARMORING uAs w,.n
SCALE: 1" = 30'
TRIANGULAR BOARD FENCE
T
Neal N. Fight
Lic No. 22402
�ss/ONAL ENG
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Neal N. Fight
Lic No. 22402
�ss/ONAL ENG
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OCR PROJECT NO: 07.013.
INDEX TITLE:
C13
SHEET NO: 13 OF 15
DATE: 1/20/09
m
0
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0
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OCR PROJECT NO: 07.013.
INDEX TITLE:
C13
SHEET NO: 13 OF 15
DATE: 1/20/09
NOTE:
KENNEDY GUARDIAN (K -81A)
MUELLER CENTURION (A-423)
QOR APPROVED EQUAL
I 6' MIN
7 CU. FT.
#6B STONE
INT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES _
2' TO 10'
TIE X 6"
2500 P.S.I. CONCRETE J
2BASE500 ANO THRUST P'
BLOCK AGAINST
UNDISTURBED STABLE
SOA_ STEEL PILE -C
TJ 3/4" THREADED AILA TO
WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS.
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED
THREADED RODS IN ADDITION TO POURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAIUNG GROUNDWATER ELEVATION, IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
1 HYDRANT DETAIL_
C15 NTs
AIR RELEASE VALVE,
APCO YOD N0. 143C (1" , ^„IL
IN 209A 1"1450 2
N0. 2000 2"� OR APPRO D EQUAL
BRASS OR BRONZE PIPE -� 4 VALVE
SOLID CEIAPENT BLOCKS
B T25D00
EQUAL
SOFT
STONE
NOTES:
1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON UD, OR APPROVED
EQUAL, SHALL BE USED.
2) FOR WATERLINES SMALLER THAN 12" USE A i" A.R.V. AND FITTINGS. FOR WATER
LINES 12' AND LARGER USE Y A.R.V. AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
AIR RELEASE VALVE
C15 NTs
45'
max
2 L.
FOR ALL BENDS
WIDEN TRENC
,gyp ACCOMMODAT
ANCHOR IF
REQUIRED.
BEDDING AS
REQUIRED
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF(FEET)
o
CU.YD.
(FEET)
CU.YD.
1.0'
BEND
d smm
L
H
T
L
H
T
90
2.50
2.50
3.01
0.24
c
26+62
to
W
4" & 6"
45
2.00
2.25
2.60
0.15
22+00
1.0'
Water QualRy Swale / 1A
19+44
22 1/2
1.50
2.00
2.52
0.10
2.00
2.25
2.50
0.15
11 1/4
1,50
2.00
2.50
0.10
9
I
7
.L ned Channel,
90
3.66
3.16
3.21
0.48
Water Quality Swale / 1
18+10
to
18+60
B.
452.56
2.66
2.77
0.26
22 1/2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.16
2.57
0.13
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
2.86
0.24
11 1/4
1.83
2.33
2.84
0.18
1. THRUST BLOICKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETfE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUSTT BLOCKS.
COVER LIFT NOTCH
'
WATER
123/8R
18' METER BOX CAST IRON LID
(2 PLACES)
BROOKS
2200 SERIES
I
NOTES:
(1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH
6" EXTENSION OR APPROVED EQUAL.
(2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM anal TAYLOR No. 6015-8
OR APPROVED EQUAL USE 6" OF BRICK and/w BLOCK TO INCREASE DEPTH TO 24".
(3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
T
r� eal N. ight r?
U
LIC. No. 22402
TYPICAL THRUST BLOCK r3__'� TYPICAL METER BOXES METERS w
C15 xTs C15 WE
w
U
JA ^ <
1 MN.
T} 3]" MM,
WNCNUT LOaBMB ASS�M�T
tx' MNa
l
BMASS
NOTES:
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8'.
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
5 TYPICAL METER VAULT
C15 NTS
R
------�r
36' MIN. 0.25" MIN. THICKNESS
STEEL CASING
GCOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
U11
ROADWAY
PAVEMENT
COATED STEEL BAND OR STAINLESS
674" INa INITIAL BACKFILL Ammwee 624"MINIrS
MIN MIN_i MIN. MIN.
6" BEDDING
$68 STONE
' STABLE SOIL ROCK
• SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
p68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
ACKFILL- q'MI
8' 6"
MIN MIN y68 STONE
AS
ACSA \
4 STABE LS01L OR ROCK,
NOTE
i.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS,
4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5.BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER PIPE
r INSTALLATION & BEDDING
C15 NTS
Gi
STEEL CASING INSULATORS AS 336" MIN.
MANUFACTURED BY ADVANCE PRODUCT
SYSTEMS, INC., MODEL SSI. S1; OR
BY CASCADE MODEL ,#CCS -905, OR " CONCRETE FILL
APPROVED EQUAL. IN ENDS
2'-0" 7' OR 8' 1 7' OR 8' 2'-O"" 1 2'-0"
DUCTILE IRON PIPE 18' OR 20' JOINT OF D.I.
(PUSH ON JOINTS)
NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF
PAVEMENT, WHICHEVER IS GREATER.
2. ENDS OF CASING CAN BE SEALED USING A MODEL AC PULL -ON END SEAL (GASKET, AS MANUFACTURED BY
ADVANCE PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL.
3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT.
TYPICAL STEEL SLEEVE
8 INSTALLATION UNDER ROADWAY'S
C15 NTs
e
n
WATER
2500 P.S.I.
CONCRETE
THRUST BLOCK
PLACE 5 GALVANIZED ' WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL,
FINISHED GRADE
ADJUSTABLE VALVE BOX W/ LID
BINGHAM & TAYLOR FIG. NO. 4905
(SCREW TYPE) OR APPROVED EQUAL
M.J. GATE VALVE
LINE
2'x 2' BEARING AREA.
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL CA TE VALVE
C15
NIS ---.._..-----
SCC
LINING
Road
0)
0NNN�
1
Ca
o
29+57
to
32+11
1.0'
2
d smm
29+14
aV
Aovc
32+11
1.0'
3
EC -3 Lined Channel
29+14
to
26+62
-U
E
c
26+62
to
W
Q
...........
Grass Lined Channel J
19+44
to
22+00
T
r� eal N. ight r?
U
LIC. No. 22402
TYPICAL THRUST BLOCK r3__'� TYPICAL METER BOXES METERS w
C15 xTs C15 WE
w
U
JA ^ <
1 MN.
T} 3]" MM,
WNCNUT LOaBMB ASS�M�T
tx' MNa
l
BMASS
NOTES:
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8'.
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
5 TYPICAL METER VAULT
C15 NTS
R
------�r
36' MIN. 0.25" MIN. THICKNESS
STEEL CASING
GCOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
U11
ROADWAY
PAVEMENT
COATED STEEL BAND OR STAINLESS
674" INa INITIAL BACKFILL Ammwee 624"MINIrS
MIN MIN_i MIN. MIN.
6" BEDDING
$68 STONE
' STABLE SOIL ROCK
• SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
p68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
ACKFILL- q'MI
8' 6"
MIN MIN y68 STONE
AS
ACSA \
4 STABE LS01L OR ROCK,
NOTE
i.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS,
4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5.BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER PIPE
r INSTALLATION & BEDDING
C15 NTS
Gi
STEEL CASING INSULATORS AS 336" MIN.
MANUFACTURED BY ADVANCE PRODUCT
SYSTEMS, INC., MODEL SSI. S1; OR
BY CASCADE MODEL ,#CCS -905, OR " CONCRETE FILL
APPROVED EQUAL. IN ENDS
2'-0" 7' OR 8' 1 7' OR 8' 2'-O"" 1 2'-0"
DUCTILE IRON PIPE 18' OR 20' JOINT OF D.I.
(PUSH ON JOINTS)
NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF
PAVEMENT, WHICHEVER IS GREATER.
2. ENDS OF CASING CAN BE SEALED USING A MODEL AC PULL -ON END SEAL (GASKET, AS MANUFACTURED BY
ADVANCE PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL.
3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT.
TYPICAL STEEL SLEEVE
8 INSTALLATION UNDER ROADWAY'S
C15 NTs
e
n
WATER
2500 P.S.I.
CONCRETE
THRUST BLOCK
PLACE 5 GALVANIZED ' WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL,
FINISHED GRADE
ADJUSTABLE VALVE BOX W/ LID
BINGHAM & TAYLOR FIG. NO. 4905
(SCREW TYPE) OR APPROVED EQUAL
M.J. GATE VALVE
LINE
2'x 2' BEARING AREA.
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL CA TE VALVE
C15
NIS ---.._..-----
SCC
LINING
Road
Stationing
DEPTH
1
EC -2 Lined Channel
29+57
to
32+11
1.0'
2
EC -2 Lined Channel
29+14
to
32+11
1.0'
3
EC -3 Lined Channel
29+14
to
26+62
1.0'
Water Quality Swale #2
26+62
to
26+14
4
...........
Grass Lined Channel J
19+44
to
22+00
1.0'
Water QualRy Swale / 1A
19+44
to
18+92
Casa
to
9
I
7
.L ned Channel,
16+4P
to
18+30
1
Water Quality Swale / 1
18+10
to
18+60
EC -2 blanket/matting shall be Model S150 as manufactured by North American
Green, or approved equal.
EC -3 blanket/matting shall be Model C350 as manufactured by North American
Green, or approved equal.
9 STORMWATER CONVEYANCE CHANNEL SCHEDULE
C15NTS .... ............._..-.-.._.._._._---.._._-_......._._.__-._._.__----
n
W I
3S c'1
Ca
I
w [V
x N cJ w LL �
D4
w.
�H
E -
0
P4 z
O z
E- O
� � a
a C0
HW w H
C�
d U
E-34
r
w Q
w
�
H• Z
1� Z
IJU
O w w
IL a D4 y
DDR PROJECT NO: 07,013
INDEX TITLE:
C15
SHEET NO: 15 OF 15
DATE: 1/20/09