HomeMy WebLinkAboutSDP200800051 Plan - Other (not approved) 2008-06-20PROJECT 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
4. ARCHITECT.
ANHOLD ASSOCIATES, PLC,
8311 ROCKFISH GAP TRNPKE
GREENWOOD, VIRGINIA 22943
434 -882 -3420, DANHOLDOHUGHES. NET
4. STRUCTURAL ENGINEER:
MOLER & ASSOCIATES
108 FIRST STREET SOUTH
CHARLOTTESVILLE, VA 22902
V) 434 - 971 -3027 (F) 434 - 971 -4027
SITE NOTES (CONTINUED)
5. NO CONSTRUCTION SHALL COMMENCE UNTIL THE OWNER HAS SECURED ANY /ALL
NECESSARY PLAT AND PLAN APPROVALS, ON -SITE AND OFFSITE 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.
Aftana Waler & sewer AatLarity (RWSA)
General Wxkr& SesibuySewer Noft - March 2008
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 MUST BE APPROVED
BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION 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 WORK 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
FOR 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 SUBSURFACE. 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 IN THE
RWSA EASEMENT UNVLESS PERMITTED OTHERWISE BY RWSA IN WRITING, NO GRADING
OR FILLING SHALL BE PERMITTED IN 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 -BLAST 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 SPRINGLINE 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 WATTR 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.
ALBEMARLE COUNTY 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
UVF RESEARCH PARK AT NORTH FORK
INNOVATION DRIVE
6. TOPOGRAPHIC 8 PHYSICAL SURVEY
ROUDABUSH GALE & 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 & GENERAL CONSTRUCTION NOTFS
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 MOT).
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 & 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 SHALL CONFORM 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:
1. 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.
3. 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.
1. 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 /OR REQUIREMENTS.
14) TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
OILS DESCRIPTION SUMMARY
DIL0 SO SHRINK -SWELL SLOPES FLOWM EROSION_ HAZARD
7C EL K LOAM MODERATE 7-15%NONE SEVERE
7C LOOM SANDY LOAM LOW 7 -15%NONE SEVERE
59 PAtDLET SANDY LOAM LOW 2 -7%NONE MODERATE
40 WEIDWEE SANDY LOAM MODERATE 2 -7%NONE MODERATE
4C W =E SANDY LOAM MODERATE 7 -15%NONE SEVERE
NOTE: SOILS IMP AND INFORMATION PROVIDED BY THE UNITED STATES DEPARTMENT OF AGRICULTURE SOIL
CONSERVATKII SERVICE POR ALBEMARLE COUNTY, VIRGINIA.
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.
8. DURING DEWATERING OPERATIONS, WATER WILL BIE 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 CLEANUP 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.
11. ALL WASTE MATERIAL SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH
FILL SHALL BE INERT MATERIALS ONLY, FREE OF RO )OTS, STUMPS, WOOD, RUBBISH,
AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMELD WITHIN 7 DAYS OF
COMPLETION PER ZONING ORDINANCE SECTION 5.1.268.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IIN COMPLIANCE WITH SECTION
13 -301 OF THE CODE OF ALBEMARLE.
14. BORROW, FILL, OR WASTE ACTIVITY INVOLVING IMDUSTRIAL -TYPE POWER
EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7.00AM TO 9:OOPM.
15. BORROW, FILL, OR WASTE ACTIVITY SHALL BE COMDUCTED IN A SAFE MANNER
THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO hMINIMIZE ANY HAZARD TO
PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND "D IMPROVEMENTS, AND
DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO HNSTALL, MAINTAIN, REMOVE,
OR CONVERT TO PERMANENT STORMWATER MANAGEF'MENT FACILITIES WHERE
APPLICABLE ALL EROSION CONTROL MEASURES RSWIRED 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 1S TO BE AT 75LBS /ACRE, AND IN THE M017THS OF SEPTEMBER TO
FEBRUARY TO CONSIST OF A 50150 MIX OF ANNUALFRYEGRASS AND CEREAL
WINTER RYE, OR IN MARCH AND APRIL TO CONSISTO)F ANNUAL RYE, OR MAY
THROUGH AUGUST TO CONSIST OF GERMAN MILLET STRAW MULCH IS TO BE
APPLIED AT 80LBS1100SF ALTERNATIVES ARE SUBX CT TO APPROVAL BY THE
COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME ANDIFERTILIZER, PERMANENT
SEEDING, AND MULCH. AGRICULTURAL GRADE LIMETTONE SHALL BE APPLIED AT
90LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 IKLHES OF SOIL. FERTILIZER
SHALL BE APPLIED AT IOOOLBS /ACRE AND CONSIST 07 A 10 -20 -10 NUTRIENT MIX.
PERMANENT SEEDING SHALL BE APPLIED AT 18OLRYlACRE AND CONSIST OF 95 %
KENTUCKY 31 OR TALL FESCUE AND 0 -5 % PERENNIAL. RYEGRASS OR KENTUCKY
BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 800LBS /IOOSF. 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 STFRUCTURAL MEASURES IS TO BE
REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEEANED WHEN 50% OF THE WET
STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SFEEDED AREAS ARE TO BE
RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD SITAND 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 STABILIZAITION, WHEN MEASURES ARE NO
LONGER NEEDED, SUBJECT TO APPROVAL BY THE COXWTY EROSION CONTROL
INSPECTOR.
ENTRANCE IMPROVEMENTS
ALBEMARLE COUNTY, VIRGINIA
U niversity 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 DANHHOLD@HUGHES.NET
PLANNING DEPARTMENT
ZONING DEPARTMENT
INSPECTION DEPARTMENT
SERVICE AUTHORITY
SHEET
CHRIS GREENE
S -I COVER SHEET
S -2
LAKE ROAD
S -3 SITE DETAILS
L -I LANDSCAPE PLAN
L -2 IRRIGATION PLAN
ES -I EIS PLAN
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SHEET NO.:S -1
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ALBEMARLE COUNTY, VIRGINIA
U niversity 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 DANHHOLD@HUGHES.NET
PLANNING DEPARTMENT
ZONING DEPARTMENT
INSPECTION DEPARTMENT
SERVICE AUTHORITY
SHEET INDEX
S -I COVER SHEET
S -2 SITE PLAN
S -3 SITE DETAILS
L -I LANDSCAPE PLAN
L -2 IRRIGATION PLAN
ES -I EIS PLAN
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SOILS MAP: 1" =500'VICINITY MAP: 1 "= 2,500'
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA HEALTH DEPARTMENT
ARCHITECTURAL REVIEW BOARD
FIRE OFFICIAL
SITE PLAN APPROVALS
COVER SHEET
ARCHITECTS SEAL a SIGNATURE
DRAWN BY:DTA
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DESIGNED BY:DTA
DAVID L ANHOLD r+CHECKED BY:DTA
CERTIFICATE No. '
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SHEET NO.:S -1
SHEET TITLE:
COVER SHEET
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Gas / / TOP OF WALE =599 5'0'
I 38.2 LF -CL -111 15Easementne
RCP @ 6.81% \ (DB. p . 13) / \ n I \ 1 1bG
1 / /
1
LeD / / $ I \ / / `o k • • SEE LANDSCAPE PLAN \
1 • ,9.E
FOR tIMITS OF GROUND
COVER 8 SEEDING INSV =5 / e / G ub x / / x \ \ THIS AREA
13 / "l
s6 -591. 9S
TOP, FACE D.I / / / 01 . 0g ',. • I / +593.50'
O
f / \ BB. 7 2 qL -P rl -- 0 - = menO6%1
SA 12" DIPWL °`' `•'
CONNECT TO EXISTI
CURB INLET - - j water
INV LN= 583.$0' - \
20 \ 20 \ \ \ - - -'-
water - - - C - - - r -
sa - ` Y j\ ` / r
A ced i ROVIDE INLET SHAPING ` J
meter _ - - E - - - - - SEJI fW -GAO ND, CIII 9 1Al
LIGHTS
SCALE) " OCA DATp1 D ZiIL03.S -E OF TREE E- - - - - --
u c t
9na
2 = - -
usT uGj---------- - - - - -- - - I _ - a - - - - - - re vy --- LtSNTI I SSS - L / /
uGt - --
L ITS OF / - / `+ e ea
u = - - - - - -- - - - __
s£ - - - -- - - - - -- - 1. f. / / fo EE GRAVF 1
ucE - - - - -- - -- - - - -- walk k
5-1 E ll 1 T pti ! -
01 -SITE PLAN EXISTING UTILITY POLE mailbo
P 66 - Ltn REMOVE AND REPLACE 9 PR JEc - 61F6 - c EXISTING SIGN ' bba \ >; hb Ilk p
SCALE: I " =20' SHALL BE RELOCATED OR / O ° CA- 5 i 1 \ Pe
605
600
595
590
585
580
VERTICAL: 1' - 5'
HORIZONTAL: 1' =50'
OF CONCRETE COVER AND GRATE
0.423 C, Y.W LBS,
A
NOT ES DETAILS OF GUTTER AND
5 'r• DIAMETER BAR P 10.ee Les Ifr.DIAMETER
OR N0. 11 BILLET STEEL BAR • >.B51' M % KAI T METHOD OF PLACEMENT
LBS. /FT., IASTM AIDS, GRADE E0.LOCA EO IN
MEGAN OR OTHER AREAS NOT
HALF PLAN VIEW
Z
AlE A NORWLLY SUBJECT TO TRAFFIC.NOTES
ELO 2. CRATE B 15 TO BE USED WIEN 1. DI -] NO GUTTERS.
IKET is LOCATED ON SHO0.DER DIA NO HITTER IN ONE DIRECTION, N.
4 JE-1I
r
Op R AREAS SUBJECT TO
J. FOR DETAILS OF LOAD CARRYING
DI - GUTTER IN BOTH DIRECTIONS,
2. BETWEEN GUTTERS 0 CONCRETE COVERMIAND
SMOOTH
OF SAFETY RIBS.
L,L2 %}{'GIIRE (GRATE B), SEE T -DI -T,
T Ef DOWELED WITH N % B"ME T
12" C -C PREVENT SETTLE -RODS • ARPRO% TOX4 „ .. ..
5T yT[ h AIDN1
SHEET D3.0B.SE OR W S A " % 1" NOTCH MAYT. IN 1 U DO EL 2
M CORWECTOR I. CONCRETE COVER AN GRATE
V ED.BE 0 D
TREETOP OF MASONRY IS TO BE LEFTDETNLAMETOBEFURNISHEDASADOi -01 -3, ALTERNATE DESIGN.SEE E S TAAR
B CARTE TYPEORIII RS %5' -0" BARS
SINGLE UNIT OUTSIDE
DI EWDNS OfRTC, E TO 3. VARIABLE 2908 FLATTER.
PLAN VIEW iROM PLA51 (12 REVID.)Up J -" % ORATE B).1, DITCH GRAD E uUST BE IOJU9TED TO MEET GRADE BY THE USE OF MORTAR OROFFERENCEINELEVATION. SEE LONGITUDINAL
SEE DETNL n 5. METHODS OfANCHORI
N.SECTION.
bl
ARCEORING ANGLE DON WILL BE
MCEPTABLE W APPROVED BY THE S. B DEP (p) BECOMES 1E55 THEN Y'. LENGTH
T ENGINEER OF WINGS ARE TO BE EXTENDED AS DIRECTED
BY THE ENGINEER.
SECTION A -A SECTION B-B. GRATE ARD COLLAR TAE TO BE R. CURTAIN WALL TO BE LOCATED AT THE NO OF
GRATE N
G&VARQED.THE PAVED DITCH SECTDNS OF THE DIJA A
DI -TB THAT ARE NOT ABUTTED BY OTHER ON STANDARD T - 141 - 2 MAY BYIFORTAO'SECTION ION WHEN E BY
CONFORM
THE ENGINEER.
4 0"
srD. ST-1 ".
III---Ay %i'1 e' A
I
4 .. " ::
HALF SECTION A-A
BEVEL N'WITH TRAWL AND COVER REMOVED)
ti
M a BRICK CONCRETEW
o TABLE OF
NOTES
WARTITES i. WANTITIES SHOWN AIIE FOR MANHOLE
PIPES LADED
4 MU REEDE'DUCCTETDDTOCONCRETEBYPIPETSST
IS-1.
DEPTH BRICK MANHOLE MANHOLE OBUN TRUE WANTRES.
BRICK CONCRETE CONCRETE 2. A BASE THICKNESS OF 9" WAS USED INHaFEETTHOUSANDSCU. YARDS CU. YARDS COMPUTING CONCRETE WATITIES.
CO - { 0.5 O.TRS 1137 3. INCREMENTS TO BE ADDED FOR EACH
5 0.R 1. 9 ADDITIONAL FOOT OF DEPTH.
8
1.0
0.105 L 1 A MATERVLS MAY SE SPICK, CONCRETE ORJxAPPROVEDCONCRETEMANHOLEBLOCK -
B 1.2
9 14
OJ 2.405
OJ 2.717 5 B BLOCKS ARE USED THE MINIMUM
I OWETER- { e (2 A W &L TNCRNESS) 10 t BS B THICK OF IIAEO0n111.9
SAME
1 TO WALL THICKNESS SHOWN FOR
SECTION B - B 12 2.2 1> CONCRETE.
U 25
14 2.8
0,970 4179541 B. &L CONCRETE TO BE CLASS A.
BRICK CONCRETE 15 3.1 T WHEN SPECIFIED ON PLANS THE
OR 1B ].1 NVERT IS TO BE SHARED IN
CONCRETE BLOCK
ACCORDANCE WITH STANDARD
SHEET I OF S NCRCUENT 0 3
9 GFCAIXM
MANHOLE FOR 12" PIPE CULVERTS
RDA
VIRGINIA OF
02
rli II III!!III
111 iIII
III II
MI
I ILi I(1 11lu41
NJSCALE:
ME
ME Ni
0
02 - STORMWATER UTILITY fjHOVILE
SCALE: AS NOTED
REMOVED. COORDINATE %. . S % ' /
CONTRACTOOi -SHALL VERIFY EXISTING WITH ALL UTIL OWNERS.
PIPE COVER AND COORDINATE ALL
EARTHWORK WI NNE -UTfC 42
OWNER Tb MAII!(
ET /
AND P
A ACCEPTABLE L. CONDITIONS. - - - -
pa,>ATB DNLS OF CONCRETE COVER AND GRATE
0.423 C, Y.W LBS,Y/" ]•
NOT ES DETAILS OF GUTTER AND
5 'r• DIAMETER BAR P 10.ee Les Ifr.DIAMETER
OR N0. 11 BILLET STEEL BAR • >.B51' M % KAI T METHOD OF PLACEMENT
LBS. /FT., IASTM AIDS, GRADE E0.LOCA EO IN
MEGAN OR OTHER AREAS NOT
HALF PLAN VIEW
AlE A NORWLLY SUBJECT TO TRAFFIC.NOTES
ELO 2. CRATE B 15 TO BE USED WIEN 1. DI -] NO GUTTERS.
IKET is LOCATED ON SHO0.DER DIA NO HITTER IN ONE DIRECTION, N.
4 JE-1I
r
Op R AREAS SUBJECT TO
J. FOR DETAILS OF LOAD CARRYING
DI - GUTTER IN BOTH DIRECTIONS,
2. BETWEEN GUTTERS 0 CONCRETE COVERMIAND
SMOOTH
OF SAFETY RIBS.
L,L2 %}{'GIIRE (GRATE B), SEE T -DI -T,
T Ef DOWELED WITH N % B"ME T
12" C -C PREVENT SETTLE -RODS • ARPRO% TOX4 „ .. ..
5T yT[ h AIDN1
SHEET D3.0B.SE OR W S A " % 1" NOTCH MAYT. IN 1 U DO EL 2
M CORWECTOR I. CONCRETE COVER AN GRATE
V ED.BE 0 D
TREETOP OF MASONRY IS TO BE LEFTDETNLAMETOBEFURNISHEDASADOi -01 -3, ALTERNATE DESIGN.SEEE S TAAR
B CARTE TYPEORIII RS %5' -0" BARS
SINGLE UNIT OUTSIDE
DI EWDNS OfRTC, E TO 3. VARIABLE 2908 FLATTER.
PLAN VIEW iROM PLA51 (12 REVID.)Up J -" % ORATE B).1, DITCH GRAD E uUST BE IOJU9TED TO MEET GRADE BY THE USE OF MORTAR OROFFERENCEINELEVATION. SEE LONGITUDINAL
SEE DETNL n 5. METHODS OfANCHORI
N.SECTION.
bl
ARCEORING ANGLE DON WILL BE
MCEPTABLE W APPROVED BY THE S. B DEP (p) BECOMES 1E55 THEN Y'. LENGTH
T ENGINEER OF WINGS ARE TO BE EXTENDED AS DIRECTED
BY THE ENGINEER.
SECTION A -A SECTION B-B. GRATE ARD COLLAR TAE TO BE R. CURTAIN WALL TO BE LOCATED AT THE NO OF
GRATE N
G&VARQED.THE PAVED DITCH SECTDNS OF THE DIJA A
DI -TB THAT ARE NOT ABUTTED BY OTHER
APPROXIMATE QUANTITIES
CONCRETECLASSAl 1 STEEL
0.423 C, Y.W LBS,
BM SPACING CHART
CRATETYPE NAWYUM C91EN9DXAe
I Y/" ]•
9. CRATE BARS TO BE PARALLEL TO
DrccH FLOW
CONCRETE COVER MAY BE
PRECAST OR CAST IN PLACE.
IETE DI-> DIJA 0
e. CONCRETE TO BE CLASS M IF CAST IF NORMAL DITCH GRADE IS TOO FLAT TO &LOW
IN PLACE. 4000 PSI IF PRECAST.FOR ADJUSTED GRADE TO INLET A SPECIALDETAILWILLBEREpUREOONPLANS.
9. CRATE BARS TO BE PARALLEL TO
DrccH FLOW
1
0 '1 11 ET
ro• DI OW - OION INLEIL
1 0
1
SECTION A - A SEE NOTE NOTE 3i SEE NOTE 3
SEE NOTE
BOTH SLOPES FLAT ONE STEER SLOPE
A
ONE INTERMELBATE ROPE L
DCH NET )''
Q INET
BACK UP SERA
iP 1 - _ DNCH HITTER CRAPE TO BE PROVIDED
1MET p N)JUSTEp 10 MEET AS DEECtEO BY THEINLETELEVATIONENGINEER101-7A ONLY).
TYPICAL ELEVATION SEE NOTE 3 j BEE NOTE 3 NiCNM' GA,.DE
SEE NOTE 1 SEE NOTE 3 , t OR FLAT NOR
ORE STEEP ROPE -ONE RAT SLOPE BOTH ROPES STEEP
MPRO%RMTE pUANTRY FOR ONE CERTAIN WALL, LONGITUDINAL SECTION
MEAURED FROM BOTTOM OF GUTTER CLCONC IWNEN MLET IS LOCATED
MOVE NOR DITCH GRADE)
CCRONETE CLASS N 0.x11 W. Y03. SEE NOTE e,
SHEET x of 3
STANDARD MEDIAN DROP INLET SPECIFICATIONREYERENGL
12" TO 42" PIPE 241
D423 VIRGINIA DEPARTMENT OF TNASPORIA11ON •
03 - DI -7 STORMWATER INLET DETAIL
SCALE: NTS
NO 1 C: NEW UHUY INLC I SHALL HA VC INLC I
SHAPING PER VDOT SPECIFICATIONS.
0)4 - MH -1 MANHOLE DETAIL
SGCALE: NTS
NOTE: NEW MANHOLE SHALL HAVt INLL l
SHAPING PER VDOT SPECIFICATIONS.
I`
W
Ct
Q,
z
ct
V
Q ct
Q
uj
Q
Q O
Joe No
N
LID
00
O o
I- 0%Q
C0 V
Z
QOZ
Q
C7
IX LLl
00 _-1
N >
o 0
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QZ. S
CL U
lw 0 08 T,
IS / DAA VID T. AH
CERTIFICATE No. t0003111 i
0
4dNDSCAP6 pC
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
M
SUBM.
SC AS NOTED
SHEET TITLE:
SITE PLAN
SITE DETAILS
SHEET NO.:
S -2
SHT. 2 OF 6
IETE DI-> DIJA 001 -TB
MH -1
HALF PLAN VIEW
4' -0 "- (2 . WAL1 THICKNESS)
I
SEE S 1 I ITTTANDARADSLFORARPLICABL OF SAFETY RIBS.
B B
STANDARD W-1ARO -1
ERNE Y COVER TREETOP OF MASONRY IS TO BE LEFT
SUFFICIENTLY LOW TO PERMIT PROPER
ADJUSTLENT OF COVER AND FRAME TO 1
GRADE BY THE USE OF MORTAR OR
BRICK AS DIRECTED BY THE ENGINEER.
e' Rnr sLAe ToP As DfrDETAILED I ::.,•
L•ON STANDARD T - 141 - 2 MAY BYIFORTAO'SECTIONION WHEN E BY
CONFORM
THE ENGINEER.
4 0"
srD. ST-1 ".
III---Ay %i'1 e' A
I
4 .. " ::
HALF SECTION A-A
BEVEL N'WITH TRAWL AND COVER REMOVED)
M a BRICK CONCRETEW
o TABLE OF
NOTES
WARTITES i. WANTITIES SHOWN AIIE FOR MANHOLE
PIPES LADED
4 MU REEDE'DUCCTETDDTOCONCRETEBYPIPETSST
IS-1.
DEPTH BRICK MANHOLE MANHOLE OBUN TRUE WANTRES.
BRICK CONCRETE CONCRETE 2. A BASE THICKNESS OF 9" WAS USED INHaFEETTHOUSANDSCU. YARDS CU. YARDS COMPUTING CONCRETE WATITIES.
CO - { 0.5 O.TRS 1137 3. INCREMENTS TO BE ADDED FOR EACH
5 0.R 1. 9 ADDITIONAL FOOT OF DEPTH.
8
1.0
0.105 L 1 A MATERVLS MAY SE SPICK, CONCRETE ORJxAPPROVEDCONCRETEMANHOLEBLOCK -
B 1.2
9 14
OJ 2.405
OJ 2.717 5 B BLOCKS ARE USED THE MINIMUM
I OWETER- { e (2 A W &L TNCRNESS) 10 t BS B THICK OF IIAEO0n111.9
SAME
1 TO WALL THICKNESS SHOWN FOR
SECTION B - B 12 2.2 1> CONCRETE.
U 25
14 2.8
0,970 4179541 B. &L CONCRETE TO BE CLASS A.
BRICK CONCRETE 15 3.1 T WHEN SPECIFIED ON PLANS THE
OR 1B ].1 NVERT IS TO BE SHARED IN
CONCRETE BLOCK
ACCORDANCE WITH STANDARD
SHEET I OF S NCRCUENT 0 3
9 GFCAIXM
MANHOLE FOR 12" PIPE CULVERTS
RDA
VIRGINIA OF
02
0)4 - MH -1 MANHOLE DETAIL
SGCALE: NTS
NOTE: NEW MANHOLE SHALL HAVt INLL l
SHAPING PER VDOT SPECIFICATIONS.
I`
W
Ct
Q,
z
ct
V
Q ct
Q
uj
Q
Q O
Joe No
N
LID
00
O o
I- 0%Q
C0 V
Z
QOZ
Q
C7
IX LLl
00 _-1
N >
o 0
O W
X O
LL in Ju' O
QZ. S
CL U
lw 0 08 T,
IS / DAA VID T. AH
CERTIFICATE No. t0003111 i
0
4dNDSCAP6 pC
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
M
SUBM.
SC AS NOTED
SHEET TITLE:
SITE PLAN
SITE DETAILS
SHEET NO.:
S -2
SHT. 2 OF 6
AFP11O%WTE WARTITE$
IETE DI-> DIJA 001 -TB
Icu. rps.) NON 1
rli II III!!III
111 i III
III II
I ILi I(1 11
AFP11O%WTE WARTITE$
IETE DI-> DIJA 001 -TB
Icu. rps.) NON1
1G 0Tl1f3AAIA1ATITr1 III ITV rAl /•%I11 A'rf^ken
WW u I W1 No IFFrN I L-1N v I If_ I I L.fiL.tiVLfi 1 Ivivo
SCALE: NTS
V- yp3
I 111111 1tgame
cy
1
i
g
F °r DI 7 AREA
i .- •v'^"`jjj iV.v h dCJe ` °° ° •
y / iAfry{ +
X
13
Y
s Easemem V i Z ' ACC
Tem4ut3415 "-•'- y
DIMENSIONS
PlrE D1tAIl RUNOFF 7t MALL TlIMZ OF RUNOFFTYPEIAWER1111110JUPP1Z1tRMTM1"Gi H ARIA COIeFF. e z A 7NTEMTY CoNCEIIT.IINCREM AC P=DL UOM AIS.OW.TO STRUCTURE INVERT Il1VER1' ELEV FIFE FT. CRES1 a JUCUM ACCUM 1 r T . ( Ndn)Q, ( e1! D 8 11ZDI -7 590.00 597.00
84 s 18'TO -114 94 9 18'94 0 18'84 0 18'
ft e!1
0'4 3' - 3" 14'
CL -111 RCP 54.8 0.420 0.35 0.147 0.147 7.50 5 1.103 1.103 15 6.02 0.013 15.90IMH -I 586.70 593.50
1 w•a9
I MH -I 586.50 593.50
i99.50'tog''`
6
CL -III RCP 38.2 0.000 0.00 0.000 0.147 7.50 5 0.000 1.103 15 6.81 0.013 16.90AEXIST. DI - 3 583.90 591.10
i
1G 0Tl1f3AAIA1ATITr1 III ITV rAl /•%I11 A'rf^ken
WW u I W1 No IFFrN I L-1N v I If_ I I L.fiL.tiVLfi 1 Ivivo
SCALE: NTS
V- yp3
I 111111 1tgame
cy
1
i
g
F °r DI 7 AREA
i .- •v'^"`jjj iV.v h dCJe ` °° ° •
y / iAfry{ +
X
13
Y
s Easemem V i Z ' ACC
Tem4ut3415 "-•'- y
05 - STORMWATER DRAINAGE AREA
SCALE: 1 "=40'
o vni cm rlrc tfcuullVu Ut 1 AIL
E: NTS
NOTES:
1. 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.
3' -7"
w !0"
20o 1' -6"
TF =593.50'-
4'-10
TF;
8" STONE
o TF= 596.50'
M
0
T
TF= 595.50'TF= 594.50' TF= 593.50'
136' -6" CONC. WALL
3I' .. , 31' 31'
FACE OF CONCRETE FACE OF STONE
WALL VENEER
n7 - PFTAIAJIIVr. WAI 1 I A Vn1 IT
J
3
ISCALE: 1 " =10'
LIGHTING FIXTURE SCHEDULE
NO. TYPE FIXTURE ORDER * BULB WATTS LUMENS
7 IN- GROUND KIM LTV769- NF- 20PMH120 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.
3. LIGHTS SHALL BE EXTINGUISHED BETWEEN THE HOURS OF II 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 WIT1H SHIELDING TO MEET THE FOLLOWING CRITERIA: 'LIGHT 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 FEATUREBEINGILLUMINATED:
5. LIGHT FIXTIURES SHALL NOT BE MODIFIED TO REFLECT SEASONAL COLORS
Concrete Installation
Concrete must have reinforcing
rods to prevent cracking from
fixture heat expansion.
4el _ •-
to 4
mm)
above
grade.
Rockfilll
i'
c
51 STO
ACKFILL
z .
ANN
1Qi r: •.
mOm BARS
e•
ADO BARS
SEE DIET NA*
APO BARS
ALA BAR '
CO
0
92006 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716 -0080 • TEL: 626/968 -5666 • FAX: 626/368 -2695 5619308014
03 - LANDSC,APF ACCENT I IGHT nFTAII
RETAINING WALL SCHEDULE
DIMENSIONS REINFORCING
Hm B"C"W "D ' BARS L ' BARS 'M' BARS 0' BARS P" BARS
0'-0" - 4' -0'0' -10'0' -10'7 -4"4 • 18'6) - 94 - - - - - --94 s as 94 s i8"
4' -0" - C -0'0' -10 2' -1'3' -T 84 s 18'TO -114 94 9 18'94 0 18'84 0 18'TOP OF WAL =699A0'
0'4 3' - 3" 14'
i(LTV769
9w•a99.zs' /
94 a 10'94 s 10'
O a,
1 w•a9
TOP W i99.50'tog''`
6
1 / 1601.50 g i
BW49e.50'112•
05 - STORMWATER DRAINAGE AREA
SCALE: 1 "=40'
o vni cm rlrc tfcuullVu Ut 1 AIL
E: NTS
NOTES:
1. 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.
3' -7"
w !0"
20o 1' -6"
TF =593.50'-
4'-10
TF;
8" STONE
o TF= 596.50'
M
0
T
TF= 595.50'TF= 594.50' TF= 593.50'
136' -6" CONC. WALL
3I' .. , 31' 31'
FACE OF CONCRETE FACE OF STONE
WALL VENEER
n7 - PFTAIAJIIVr. WAI 1 I A Vn1 IT
J
3
ISCALE: 1 " =10'
LIGHTING FIXTURE SCHEDULE
NO. TYPE FIXTURE ORDER * BULB WATTS LUMENS
7 IN- GROUND KIM LTV769- NF- 20PMH120 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.
3. LIGHTS SHALL BE EXTINGUISHED BETWEEN THE HOURS OF II 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 WIT1H SHIELDING TO MEET THE FOLLOWING CRITERIA: 'LIGHT 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 FEATUREBEINGILLUMINATED:
5. LIGHT FIXTIURES SHALL NOT BE MODIFIED TO REFLECT SEASONAL COLORS
Concrete Installation
Concrete must have reinforcing
rods to prevent cracking from
fixture heat expansion.
4el _ •-
to 4
mm)
above
grade.
Rockfilll
i'
c
51 STO
ACKFILL
z .
ANN
1Qi r: •.
mOm BARS
e•
ADO BARS
SEE DIET NA*
APO BARS
ALA BAR '
CO
0
92006 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716 -0080 • TEL: 626/968 -5666 • FAX: 626/368 -2695 5619308014
03 - LANDSC,APF ACCENT I IGHT nFTAII
RETAINING WALL SCHEDULE
DIMENSIONS REINFORCING
Hm B"C"W "D ' BARS L ' BARS 'M' BARS 0' BARS P" BARS
0'-0" - 4' -0'0' -10'0' -10'7 -4"4 • 18'6) - 94 - - - - - --94 s as 94 s i8"
4' -0" - C -0'0' -10 2' -1'3' -T 84 s 18'TO -114 94 9 18'94 0 18'84 0 18'
C - 8' - 0'0'4 3' - 3" 14'
i(LTV769
94 0 10'1) - 9 1 94 s 10'94 a 10'94 s 10'
so'sIt
STONE
VENEER
GROUT COLLAR
JOINT SOLID _
FULL HT)
WALL TIES
AS RE(I'D
ITYP)
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MinivauIt" LTV769
Die -Cast Brass, 20W or 35W Pulse Start Metal Halide
revision 1/14/08 • Itv769.pdf
Type:
O 35PMH120
Job:
0 20PMH240
Approvals:
Fixture Catalog number:Fixture Options:
Sheet Number.
LTV769 /K? /2MM120/
Ordered separately from fixture
See page 2 Date:
Fixture Optics Lamp Mode Option - order assembled with fixture
Seepage I 1 -- - See page 2 __ --I
c U 044
Page: 1 of 3
I
Specifications ORDERING INFORMATION 355PMH
w
Lens Ring: Die -cast brass, natural finish. (Optional Lamp Watts Lamp Type Line Volts
standard stainless steel lens ring is also available.) Five Fixt PMH= Pulse Start Metal Halide
captive 1 /4' blackened stainless steel hex - socket cap screws.i(LTV769
z
Lens: Clear tempered soda lime, 3 /,s" thick, flush with lens
nng, s Ig t y crowned.
Lens Gasket: One -piece molded silicone, U- channel
wraps completely around lens flange.
Die-Cast Brass Housing: Heavy wall die -cast brass.
Integral Junction Box: Die -cast brass with stainless steel
flat head slotted screws and molded silicone gasket. Die -cast
internal junction box cover with silicone gasket and anti -siphon plug, two' /2 "NPT taps in bottom, 12 cu in. volume.
Optical System: Spun specular Alzakm reflector. SP and
NF spot or narrow flood. The reflector and socket are
mounted to an adjustable yoke for aiming optics. Hex Cell
Louver is installed behind lens as standard. Socket base: T4,G8.5 Bi -pin.
Elecelcal Modules: Solid state electronic 20 watt or 35
watt metal halide ballast, 120 through 277 volt input, highpowerfactor, ballasts are rated - 22° F starting.
Wiring: Anti - siphon barrier on wiring to and from splice
compartment. All components wire linked for ground,quick - disconnect for removal of optical system.
Drhwover Durability: When installed in concrete, fixture
will withstand drive -over by vehicles weighing up to 4,000 lbs.
Optical Adjustment
340° C
15° 15°
iii 6" DIA.
F (152.4 mm) 19/32"
15.1 mm)
T Grade
178.2mm) (38.11 mm)
2) Y2" NPT
6'/4" DIA.
1 /g (158.emm)
413mm)
I'l
Hubbell
Lighting, Inc. Ia1B
SP Spot
qNF Narrow
Flood
Spun specular Alzak
reflector and socket
for T -4, G8.5 Bipin
base socket
Mode
Vf20PMH120 O 35PMH120
El 20PMH2O8 0 35PMH2O8
0 20PMH240 0 35PMH240
0 20PMH277 0 35PMH277
See page 3 for installation, safety and warranty infomlaation
Listings and Ratings
UL cUL 1598' 1 IP68 Rated 25C Ambient
Suitable for wet locations
KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE.
TOP OF FOOTING
ELEVATION
SEE ARCH
2' CLR N
ae
V A.
P4OTING STEP
WHERE REQUIRED)
SECT(O N 2
m s/,r a 1' -0N SK -I
455 /4"
JOINT
SEALANT
a 111
8"
N
I" BACKER
ROD
DET "A" DET '13"
NIL, TH 0
M
DEMS L R
No. 34
eg
It. GA GALV SHEET SEE DIET "B"
STL COATED TO CUT ALTERNATE HORIZ.PREVENT BOND. WIRE BARS AT JOINTTIES • EACH
HORIZ BAR
3" CLR NOTES: '
pr etr I. CONIC: 3000 PSI a 28 DAYS EARTH FACE
2. REINF: GRADE 40
OWN 3. MAX SOIL BEARING PRESSURE
2000 PSF (ASSUMED) - CONTROLLED WALL CONTROL JOINT
SECTION I
FILL OR RESIDUAL SOIL
4. PROVIDE WALL CONTROL JOINTS SECTI 3
I' -0r SK -I s 20' -O" MAX s r s 11-000 SK -I
01 - RETAINING Wal I nFTell IQ
Drawn B
CO
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Date:
N
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job Number.0709 -04
Sheet Number.
5Ki
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It. GA GALV SHEET SEE DIET "B"
STL COATED TO CUT ALTERNATE HORIZ.PREVENT BOND. WIRE BARS AT JOINTTIES • EACH
HORIZ BAR
3" CLR NOTES: '
pretr I. CONIC: 3000 PSI a 28 DAYS EARTH FACE
2. REINF: GRADE 40
OWN 3. MAX SOIL BEARING PRESSURE
2000 PSF (ASSUMED) - CONTROLLED WALL CONTROL JOINT
SECTION I
FILL OR RESIDUAL SOIL
4. PROVIDE WALL CONTROL JOINTS SECTI 3
I' -0r SK -I s 20' -O" MAX s r s 11-000 SK -I
01 - RETAINING Wal I nFTell IQ
Drawn B
dChecl<eBy.D , IM )
Date:
5115108
job Number.0709 -04
Sheet Number.
5Ki
SCALE: AS NOTED
ANHOLD
ASSOC /A TES
LANDSCAPE ARCHITECTS
SITE DESIGNERS
AND PLANNERS
8311 ROCXFISH GAP TRMW,
GREENWOOD, VIRG11V 22943
MOBILE: 434.882.3420
VoIcE /FAX: 540.456.642Z
DA/VWLD&1lGHES. NET
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C / AVID T. A
CERTIFICATE No.
000311 tirt'
lid _
L
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
PLANTING AND SEEDING NOTES: • ti ?\
v
1, \ ` \\\ I \ \ \ I
I. THE CONTRACTOR soALL APPLY 4' OF SIFTED 1
TOPSOIL IN ALL GRADED CUT AND.F'ILL AREAS WITHINI
age ,' J - THE `NI OF
gar I ,, \ \ 1 1 / IMITS F S
CK EAI _
o
x \ \ \ \ \ \
1 \
c` w _ 2. THE CONTRACTOR SHALL APPLY 2" OF SIFTED,, 1 \ \ 1 `\ r 1 GE 0 Wi
c r , y
5 p - TOPSOIL, POWERTILL TO A DEPTH OF' 6', Al iFINE
GRADE ALL NON CUT S FILL AREAS (WITHIN THE
LIMITS OF SEEDING.
1 k 3. THE CONTRACTOR SMALL APP *1L AMENDMENTS, I \ 1 1 i 1 I ! P
SEED, • & r
A FERTILIZER, tRID TR^Q;•IK 0 ALL AREAS WITHIN
lad THE LIMI OF SEEDING AND OTHER 1DISTURBED I I I i 1 I16 \ 1 - t_ 00 NON- PAVEMENT & NON MULCH AREASP'. ALL SEE I I 1 O _
i - y ' a v \
J , E 's ` • AREAS SHALL BE'FINE GRADED BEFOIRE SEEDING / I 1 -
Jr l V -< < -- -- - --• -- . ., III C--
51 14 "bPERATIONS. / SrEE LAWN SEEDING SP'EEIffICATIONS.
4. THE CO,I`TRACTOR SHALL PPLY 4'a OF SIFTED
1 TOPSOIL/ AND OTHER AMENDMENTS AS NECESSARY,
TO EASTERN RED CEDAR /AND BLACK GUM PLANTING / I I I I II 111 1
ED AND POWERTILL TO A DEPTH OF 8 PRIOR TO
Z 1 • c c MIS 11 iALLING PLANT MATERIALS AND 4ULC
c \
1J • c`a0 I \ G'; CAP ,,•, - Y -• -'r•r' / - A
ea . ts..P y 'a.. y - v ' rv` G ' k h a..' ; %•!rte
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rl , < .1EC /+' -- X -- y- I
I I 1 I I 1 tt 1LIDMf+OF PR... - r"
6 - / f ' / goo A
p I, e d \.. / a ifioFrGA., -
E'X • 1 ` — _ .` -- —i.. '1 L/M.tiMJ- '''`" ._- -! '' ' __.-_ X — -,_ — ---_ ; ' i ' 6po • - I I I I I
x - - -_
ALL DISTURBED AREAS ASSOCIA
WITH DEMOLITION OF EXISTING - - -___ -- / r
GRAVEL AND AVED DRIVEWAYS SHALL
SEEDED Tc'mPrar`l AC 4EO 1patr — — — ' -X
pp ?
A 1
i —
maaaaa asonsssa onnioaa Ent i l "= 4
o ,10 0 0 o j o o /o 0 0 0 0 0 0 0 1
0 0 'moo 0 0 0 0 0 0 o f `a- o o/ o r
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DATUM:
THORIZONTAL. VIRG! NA TAE PLANE\ / a
J
rESCOO -SDI JA l - C .SOUTH ZUIE NAD80 \ 6 ° 1 ! o MITS
FIELD RUI TOPO JUNE 20E3
DETA.D STORM AT FN? Ri4PJCE - -- -- _ - ' - _ ' / o 0
F TF' D LOCATED Fr-B. 2008\ pP' _ _ - ' ' o` / d
LIMITS OF / 6°
0
y -
ed 6p?
a SEEDING 1 ' /
o d / _ -
16
a` y
a/
if e /rescue
8t3. 7 24 RCP fa0 ,6 gt pavenen \ y
0
as e m e n t for SEVEN LAIwDSCAPE
SEE - - -
7/ s i (• -1/ ' -14 ULIP POPLAR
PermaQ G S ti
AZ e e l and Ri vann , / = A LENT LIGHTS --
6° Spy itkt ewer /luthorItY i COAICR€TAND STONE r ETAIL 03 SHT / S3 / //
f ` RW 12" DIP WL -/
lz '
j - - _ --
Water
HWP V PP • 1H6, 1G_ - - i RETAINING WALL yuv(,
520 \ 0 20 - 5S EASTERN CEDAR
1- w .-_ -- u F ur 5(/ r Awater
1 -
meter _ _ UMI-TSrOF SEEDING -- -I _ -- _- xr-r -_
e r r-5FD6E-0,iIS`riZ _ _ - _ _ _L -r - ` --` - - ! C' `3'
r
3 nSCALE1 = 20 . - - -. - _. - _ - -- - - - - -- - - _ - - ._ - S> tK:
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u u r - -- -- -- _- - - -- - - -- - - - ^ -_ _--_- -_u e _ -_ _ _ -\ - - - _- --- - - - - -- - - -- - _1 ITS OFG f ; /
i i A5
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rr
a u E - -- -- -- _ - ._ - - -- -- -- ` -- - walk
m, i 1 bo,
GIPc12 WL - - -- - - ---- _ • - -- - - - _- ": / ti %, / 4 `.
Rh
v- c
LANDSCAPE PLAN
SCALE. 1 " -20'
pi
J ,
CK
water`
vaive •; • w `¢
S.
1 `
o esr_r, cd ITS OF
fir- - - - -- _— -- __ —. - -- ! • c' ',- OC / / - `' S)
County of Albemarle
Conservation Plan Checklist — To be placed on Landscape Plans
Handbook, pp 111.284. 111 -297 for complete specifications)
following items shell be shown an the DUN:1.
Trans to be saved;
r 'q Limits ofclearing (outside dripline of trees to be saved);
Location and type of protective fencing;
Grade changes requiring tree wells or walls;
Proposed trenching or tunneling beyond the limits of clearing.
2.
All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
No grading shell begin until the tree marking has been inspected and approved by a County Inspector.
3. Pa&hastruction Confere
Tree preservation and protection treasures shall be reviewed with the contractor on site.
4. &FgWQmwcOperation and8turaoa:
Jm. Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted withibin de driplines of treestobesaved.
s d Stormwater Detention Devicgg;791 Such devices shall not adversely affect trees to be saved.
6.
Fires arc not permitted within 100 feet of the dripline of trees to be saved.
7 ,
Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
S. ftotactive •
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 shall be inspected and approved by a County Inspector prior to grading or conarntieitn.
9.
Whoa the ground level must be raised within the dripline of a trot to be saved, a tree well shall be provided ands a connection detail
submitted for approval.
lo. Jfg Ygllg:
sl When the ground level must be lowered within the dripline a tree to be caved, a tree wall shell be provided; "td a • aomwctlon deal)
submitted for approval.
n. Mllot:
When trenching is required within the limits of clearing, it shell be done as far away from the trunks of trey a pognibic Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will dsmoy y Redn roots.
12. S,IdPypa
Protective fencing shall be the list isms removed during the final cleanup.
13.
Damaged troea shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON THE CCONSERVATION
REQUIREMENTS.
CONSERVATION PLAN CHECKLIST
COMMON NAME
EDING AT g a -` \1 \ 11 1 S / rCURB & EX.
K 00
DOSED ELEC,
7 - LE, ESMT
Jaot1 1r /
A
A ALL NON -PAVEM Na -
1 NON -MULC4 AREAS TH A
PROJECT LIMI S SHAL EEPP
1 1 fi
d O \ /LIMITS OF 5
AT BACK OFtURB
r \ l
1 CD n
l t^ / • \ 1 •I y`' 11 \ OlaI1 / t . \
I VV
113 t X
OB. 344 p. _ A1
ZJ G x , ' .F
i i k \ e
I
TUP, FACE D. I
NORTH END
ROOT( NOTES/
sin CONT. SPACOX
JUMPERUS VIRGINUNA EASTERN RED CEDAR 53 T-0' HOT.BBB AS SHOWN
URIODENDRON TULIPIFERA TULIP POPLAR 14 3- 112"•x" CAL.686 AS SHOWN
NYSSA SYLVATICA BLACK GUM a W HOT.UB AS SHOWN
PERENNIALS i GROUNDCOVERS
VINCA MAJOR BIG LEAF PERIWINKLE 1275 NA PINT 1 OC --
PLANT MATERIALS SCHEDULE
GROUND COVER AND /OR
PERRENIAL PLANTING BED. SEE
SPECIFICATIONS FOR BED
PREPARATION, PLANTING SOIL, 8
SOIL AMENDMENTS.
LAYOUT VARIES, SEE PLAN
SLOPE PLANTING
BED FOR POSITIVE
M41NAGE
PVMT
SPACE PLANTS AS SPECIFIED IN
PLANT LIST OR AS SHOWN.
ADJUST SPACING AS NECESSARY
r TO EVENLY FILL PLANTING BED
OR AREA.
MI/LCH 2' DEEP AFTER PLANTING
SAND WATER THOROUGHLY
FINISH GRADE
mom— StEGRADE
GROUNDCOVER INSTALLATION DETAIL
SCALE: N. T. S
i
3- KOREAN \ I / 1 -PE IWINK ,,D 2 G
DOGWOODS
1
CH S • DEN TED By ``Oil \ti
1 M EACHEAR -• /
Il
REMOVE ALL EXISTING • (0 TS 0 6 - BLACK G S
1 PLANTINGS WITHIN THE 16. 6°'E ING _ 1 , ,/
s LIMITS OF GRADING IN
AREA. = /
I 15' Gas Line
Easement -1 \ I 1C'--j \
SET TRUNK PLUMB, SEE
PLANS FOR EXACT
LAYOUT AND SPACING.
TREE TIES, SEE SPECS,
1 -1/2' 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 S IL, AND -
PLANTING S IL AMENDMENTS,
REMOVE BURLAP &
STRING FROM TOP 1/3
OF ROOT BALL
UNDISTURBED SOIL '
cam -- _
00 -
C-,l
a
TWO TIMES
BALL DIA, (MIN)
TREE INSTALLATION DETAIL
SCALE: N. T. S
ANHOLD
ASSOCIA TES
LANDSCAPE ARCHITECTS
SITE DESIGNERS
AND PLANNERS
8311 RoclfF/sH GAP TAmw.
GREENWOOD, VIRGINIA 22943
MOBILE. 434.882.3420
Vo/cE /FAX: 540.456.6422
DAMOLDOCSTONE.NET
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CL U
W/ DAVID L ANHOLD
CERTIFICATE No. c~
000311
f8o
Zd1VD3CAY$_s
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
CONTRACT PURCHAUR SIGNATURE _.._._ __ ...--- -_.— ._....- ._. (DATE)_ ... —__ - --
STI
DESIGNS
2201 Dabney Road
Richmond, Virginia 23230
Phone: (804) 355 -6404
NOTES & LEGENDS
HEADS
NE,
DENOTES ROUTE OF PR 200 PVC LATERAL PIPING.
LATERAL PIPE SIZING SCHEDULE
ZERO TO FIFTEEN GPM ACCUMULATED FLOW USE 1" PR 200
PVC PIPE
GREATER THAN FIFTEEN UP TO THIRTY -FIVE GPM USE 1.5"
PR 200 PVC PIPE
GREATER THAN THIRTY -FIVE UP TO FIFTEEN GPM USE 2"
PR 200 PVC PIPE
DENOTES ROUTE OF PR 200 MAIN LINE PIPING.
VALVES
B - LOCATION OF ELECTRIC 24 V.A.C. REMOTE CONTROL VALVE
WITH FLOW CONTROL FEATURE (MODEL j TORO P220-27-04).
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 SYSTEMASDESIGNEDANDSPECIFIED.
NOTE: THE IRRIGATION SYSTEM IS DISPLAYED SCHEMATIC INNATURE. THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO MAKEMINORADJUSTMENTSINTHEFIELD. THESE MINOR ADJUSTMENTS
SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER BUT SHALL
BE MADE ONLY AFTER NOTIFICATION IS MADE TO THE OWNER OR
HIS REPRESENTATIVE.
THIS DESIGN IS BASED ON THE SITE INFORMATION AND /OR DRAWINGSSUPPLIEDBYTHECLIENTOFRECORDWITHDESIGNCRITERIABEINGSET
BY THE CLIENT AND /OR PROJECT OWNER (I.E. AREA TO BE IRRIGATED,MANUFACTURER'S EQUIPMENT TO BE EMPLOYED, WATER SOURCE
SUITABILITY, ELECTRICAL POWER AVAILABILITY FOR IRRIGATION
SYSTEM USE, ETC.). SMITH TURF & IRRIGATION CO. BEARS NO
RESPONSIBILITY OR LIABILITY FOR ANY ERRORS IN DESIGN OR
APPLICATION WHICH MIGHT ARISE DUE TO INACCURACIES IN THE ABOVE
REFERENCE INFORMATION SUPPLIED TO SMITH TURF & IRRIGATION CO.
IN RELATION TO THIS SPECIFIC PROJECT UNLESS OTHERWISE NOTED.
CONTRACTOR SHALL PROVIDE RIVANNA WATER & SEWER AUTHORITY (RWSA)WITH ACCURATE AS- BUILTS OF THE CONSTRUCTED IRRIGATION SYSTEM ONCEITISINSTALLED.
THE IRRIGATION PLANS AND SPECIFICATIONS
FOR THIS PROJECT PREPARED BY SMITH TURF
IRRIGATION COMPANY ARE SUPPLIED FOR USE BY
OUR CLIENT ONLY AND MAY NOT BE COPIED OR
REPRODUCED BY ANY PERSON OR PERSONS OTHER
THAN SAID CLIENT OR HIS AGENTS. THESE PLANS
AND SPECIFICATIONS SHALL BE USED ONLY IN
CONNECTION MATH THE PARTICULAR WORK AND
PRODUCTS SPECIFIED AND SHALL NOT BE USED
IN CONNECTION WITH ANY OTHER PROJECT
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SMITH TURF do IRRIGATION CO.
10E y '9
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003279 /
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atcuscn
PARTNER
TORO 570Z SERIES - 12" HIGH POP SPRINKLER HEAD
00
FITTED WITH FIXED SPRAY NOZZLE.
TORO MIN18 SERIES GEAR DRIVEN MULTIPLE NOZZLE POP -UP
SPRINKLER WITH 4" POP -UP STROKE.
O TORO MIN18 SERIES GEAR DRIVEN MULTIPLE NOZZLE POP -UP
C0
p
SPRINKLER WITH 4" POP -UP STROKE.
w
TORO 340 SERIES GEAR DRIVEN MULTIPLE NOZZLE POP -UP
Li
SPRINKLER WITH 12" POP -UP STROKE.
Of
TORO S800 SERIES GEAR DRIVEN MULTIPLE NOZZLE POP -UP
SPRINKLER WITH 5" POP -UP STROKE.
NE,
DENOTES ROUTE OF PR 200 PVC LATERAL PIPING.
LATERAL PIPE SIZING SCHEDULE
ZERO TO FIFTEEN GPM ACCUMULATED FLOW USE 1" PR 200
PVC PIPE
GREATER THAN FIFTEEN UP TO THIRTY -FIVE GPM USE 1.5"
PR 200 PVC PIPE
GREATER THAN THIRTY -FIVE UP TO FIFTEEN GPM USE 2"
PR 200 PVC PIPE
DENOTES ROUTE OF PR 200 MAIN LINE PIPING.
VALVES
B - LOCATION OF ELECTRIC 24 V.A.C. REMOTE CONTROL VALVE
WITH FLOW CONTROL FEATURE (MODEL j TORO P220-27-04).
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 SYSTEMASDESIGNEDANDSPECIFIED.
NOTE: THE IRRIGATION SYSTEM IS DISPLAYED SCHEMATIC INNATURE. THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO MAKEMINORADJUSTMENTSINTHEFIELD. THESE MINOR ADJUSTMENTS
SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER BUT SHALL
BE MADE ONLY AFTER NOTIFICATION IS MADE TO THE OWNER OR
HIS REPRESENTATIVE.
THIS DESIGN IS BASED ON THE SITE INFORMATION AND /OR DRAWINGSSUPPLIEDBYTHECLIENTOFRECORDWITHDESIGNCRITERIABEINGSET
BY THE CLIENT AND /OR PROJECT OWNER (I.E. AREA TO BE IRRIGATED,MANUFACTURER'S EQUIPMENT TO BE EMPLOYED, WATER SOURCE
SUITABILITY, ELECTRICAL POWER AVAILABILITY FOR IRRIGATION
SYSTEM USE, ETC.). SMITH TURF & IRRIGATION CO. BEARS NO
RESPONSIBILITY OR LIABILITY FOR ANY ERRORS IN DESIGN OR
APPLICATION WHICH MIGHT ARISE DUE TO INACCURACIES IN THE ABOVE
REFERENCE INFORMATION SUPPLIED TO SMITH TURF & IRRIGATION CO.
IN RELATION TO THIS SPECIFIC PROJECT UNLESS OTHERWISE NOTED.
CONTRACTOR SHALL PROVIDE RIVANNA WATER & SEWER AUTHORITY (RWSA)WITH ACCURATE AS- BUILTS OF THE CONSTRUCTED IRRIGATION SYSTEM ONCEITISINSTALLED.
THE IRRIGATION PLANS AND SPECIFICATIONS
FOR THIS PROJECT PREPARED BY SMITH TURF
IRRIGATION COMPANY ARE SUPPLIED FOR USE BY
OUR CLIENT ONLY AND MAY NOT BE COPIED OR
REPRODUCED BY ANY PERSON OR PERSONS OTHER
THAN SAID CLIENT OR HIS AGENTS. THESE PLANS
AND SPECIFICATIONS SHALL BE USED ONLY IN
CONNECTION MATH THE PARTICULAR WORK AND
PRODUCTS SPECIFIED AND SHALL NOT BE USED
IN CONNECTION WITH ANY OTHER PROJECT
WITHOUT THE EXPRESS WRITTEN CONSENT OF
SMITH TURF do IRRIGATION CO.
10E y '9
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003279 /
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atcuscn
PARTNER
SCALE:20'
L -2
SHEET: 5 OF 6
PROJECT NO.: 0871062
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SCALE:20'
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SHEET: 5 OF 6
PROJECT NO.: 0871062
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SHEET: 5 OF 6
PROJECT NO.: 0871062
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9-
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IRI
ANHOLD
ASSOCIA TES
LANDSCAPE ARCHITECTS
SITE DESIGNERS
AND PLANNERS
83I1 Roc/Y m GAP TRwx.
GREENWOOD, VIRGIAVA 22943
MOBILE. • 454.882.5420
VOICE /FAX: 540.456.6422
DANHOLDOCSTONENET
L:HQSUUN 6 %&U11%?t:N I WN I KUL 1
SCALE. 1"=30'
1(; 70' Y N.
CONSTRJTiO
AC':-SS 3" SV-2A ASPHik-T 'Co
X PAIjFMF4
111%. ZIA CGR;-SATE BASE
PROAL
ACCESS ASPHA, T P*.TD
EXISI *
29
t— POS TIVE DR Nok^-ftvLISTETMNOILLVADTHLoTOSEDIVEK'CF !NQ AND FaRris
CPmTm I Tptow-PNC DIEdr-E
ELAN
12' A'N IAMNkk
I-iN4ING 11
MV. I tool
FILTER CLOTH-/
SECTION A=,6
A toipitnater top of I tuch twug be kalillded wilb a ninhum I inch b4cock
dooffvwt sal"44* a wamb hone 9*h a dwaamw of 15 buttic tat adequate
cmiatild preuwt. Wasilm, water oust be tamed away fivita the eakwe to an
approved x*Wio.q area to team seciammA. All sedmew Aid be pceveded from
dwioR III drsim. aches or willtercourms.
PAVED WASH RACK
NO SCAJ
CE - CONSTRUCTION ENTRANCE
2 X 4' WOOD FRAME DROP INLET
GRATE
TWITH FRAME
1.5' MAX,
FLOW r - / ' 4 -
3' MIN,
GATHER
CEXESS
AT CORNERS
PERSPECTIVE VIEWS
STAKE
FABRIC
V "IN,
III - O` IIIII
WIRE SCREEN ELEVATION OF STAKE AND
FABRIC ORIENTATION DETAIL A
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
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.
CE - CONSTRUCTION ENTRANCE IP - CURB INLET PROTECTION IP - SILT FENCE INLET PROTECTION
CURR8 INLET
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
II ,a a., : iiAoP
FLOW r - / ' 4 -
WIRE SCREEN CONCRETE BLOCK
GRAVEL FILTER
IT INTO THE TRENCH.
RU NOFF OVERFLOWWATERWITH F11 TURED WATER
SEDIMENT
7
FLOW
SHEET FLOW INSTALLATION
PERSPECTIVE VIEW)
SEDIMENT 0
WIRE SCREEN
WOOD STUD CURB INLET
SPECIAL APPLICATION
THIS METHOD • INLET PROTECTION IS3APPLICABLE AT
CURB INLETS WHERE AN OVERFLOW CAPAB31ITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONq? OF THE STRUCTURE.
GRAVEL SHALL BE VDOT #3, #357 OR #05 COARSE AGGREGATE
IP - CURB INLET PROTECTION IP - SILT FENCE INLET PROTECTION SF - SILT FENCE
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D .:rDCLU
v4zF, 6.30,08
IN DAVID T. ANHMD
CERTIFICATE No.
000311
DATE:
JAN. 31, 2008
10
REVISION:
5-30-08 95% PRICING
6-20-08 CO. ARB SUBM
6-30-08 CO. MA SUBM
SCALE
AS NOTED
SHEET TITLE:
EROSION & SEDIMENT
CONTROL PLAN
SHEET No.:
ES-1
SHT. 6 OF 6
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
FLOW r - / ' 4 -
4"
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
TO STAKES AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH.
shoal
Jill
FLOW
SHEET FLOW INSTALLATION
PERSPECTIVE VIEW)
YOM.
nowt
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
FRONT ELEVATION)
SF - SILT FENCE
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D .:rDCLU
v4zF, 6.30,08
IN DAVID T. ANHMD
CERTIFICATE No.
000311
DATE:
JAN. 31, 2008
10
REVISION:
5-30-08 95% PRICING
6-20-08 CO. ARB SUBM
6-30-08 CO. MA SUBM
SCALE
AS NOTED
SHEET TITLE:
EROSION & SEDIMENT
CONTROL PLAN
SHEET No.:
ES-1
SHT. 6 OF 6