20070776 Ver 3_Stormwater Site Plans_20081117

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SHEET INDEX
GENERAL SHEETS SHEET N0.
COVER SHEET C-0.1
SITE PLAN C-1.0
SITE DETAILS C-1.1
GRADING PLAN C-2.0
WATER QUALITY PLAN C-2.1 K ~IAP
DRAINAGE MAP C-2.2 NOT TO SCALE
UTILITY PLAN C-3.0 <ti
UTILITY PROFILES C-3.1

C-3.2 UTILITY DETAILS ~OCAT 0~ SAP
UTILITY DETAILS C-3.3 ~o scA~E
SESC/SWPP PLAN C-4.0
!4~ SESC/SWPP PLAN C-4.1
LANDSCAPE PLAN -LOT #2 LS-1.0 1
LANDSCAPE DETAILS LS-1.1
o I SITE PHOTOMETRIC PLAN EP-1.0 I , . ~

RI TAILS EP-1.1 PHOTOMET C DE
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TILITY ERNING AGENCIES CONTACT LIST ~4 " ~ u ~G • WAL-MART
0 SCE 1663-02 WOynesvilte, NO C-176-SOL-NO ~ 0
GOVERNING AGENCIES AND ~ UTILITY CONTRACTOR RESPONSIBILITY OTHERS RESPONSIBILITY p • HOME DEPOT
CONTACTS • 102k ACORNER LEFT' ENTRY SIDEDOCK 28KOC
Y VI -PR VI AND INSTALL ALL WATER MAINS AND SETTING OF METER AT THE PROPERTY LINE WILL WATERLINES TOWN OF WA NES LLE 0 DE . 0
16 SOUTH MAIN STREET ASSOCIATED APPURTENANCES PER THE PLANS BE BY THE WATER COMPANY -PRESENT
P.O. BOX 100 AND SPECIFICATION RESPONSIBLE PARTIES ~ ~
WAYNESVILLE, NC 28786 -ALL PUBLIC AND PRIVATE 1NATER MAINS SHALL
CONTACT: FRED BAKER BE C-900 PVC, DR14 CLASS 200 ~ 828-456-4410 -ALL PORTIONS OF THE FIRE PROTECTION WATER nnII,'''' I2I- ~ ~
F I I S 1 SYSTEM SHALL B_ INST.AL_ED BY A _ICEN_ED t 0 0
FIRE SPRINKLER CONTRACTOR t 4 0 0 0 0 0
-ALL PORTIONS OF OTHER NON FIRE PROTECTION 0 0 0 0 0
RELATED LINES MAY BE INSTALLED BY THE o ~ 0 0 0 0 0 0 0 0 p
PLUMBING CONTRACTOR -COORDINATE REQUIRED INSPECTION SERVICES ° 0 0 0
I+VITH ENGINEER OF RECORD AND TOWN OF 0 0 0 0 0 0 0 0 0 0 0
WAYNESVILLE DEPARTMENT OF PUBLIC WORKS. ~ o 0 0 0 0 0
SEE UTILITY PLAN FOR REQUIREMENTS. 0 0 0 0 0 0 0 0 0
SANITARY SEWER TOWN OF WAYNESVILLE -PROVIDE AND INSTALL SANITARY SEWER LINES 0 0
OIATED APPURTENANCES PER THE ~ 16 SOUTH MAIN STREET AND ASSO o ~ *
P AN AND SPECIFICATION - - -~a-'~~ P.O. BOX 100 L S \ Q
WAYNESVILLE, NC 28786 -ALL PUBLIC AND PRIVATE SANITARY SEWER - ~ ~
CONTACT; FRED BAKER LINES SHALL BE PVC AND RATED SDR 26 828-456-4410 -COORDINATE REQUIRED INSPECTION SERVICES MURPHY BRANCH DIVISION OF
WITH ENGINEER OF RECORD AND TOWN OF ~ \ SOUTHERN BRANCH RAILWAY
WAYNESVILLE DEPARTMENT OF PUBLIC WORKS.
SEE UTILITY PLAN FOR REQUIREMENTS.
STORM SEWER TOWN OF WAYNESVILLE -PROVIDE AND INSTALL ALL STORM SEWER LINES
16 SOUTH MAIN STREET AND ASSOCIATED APPURTENANCES PER THE
P.O. BOX 100 PLANS AND SPECIFICATION ~~Ns ~
w WAYNESVILLE, NC 28786 -REFER TO GRADING PLAN FOR INFORMATION ON
~ CONTACT: FRED BAKER ALLOWABLE STORM SEWER MATERIALS a kQr Q ~
= 828-456-4410
z~ NATURAL GAS PSNC ENERGY -COORDINATE CONSTRUCTION ACTIVITIES WITH GAS -SERVICE FROM THE POINT OF CONNECTION AT 15 OVERLAND fNDUSTRIAL BLVD. COMPANY TO ENSURE INSTALLATION OF GAS THE EXISTING LINE UP TO AND INCLUDING
Q~ ASHEVILLE NC 28806 LINES ARE COMPLETED PRIOR TO ASPHALT Oft SETTING OF METER WILL BE BY THE GAS
~U ~ CONTACT: GREG REYNOLDS CURB PLACEMENT COMPANY-PRESENT RESPONSIBLE PARTIES or
zm 828-670-3549 -INSTALL BOLLARD PROTECTION AS SHOWN ON -ANY RELOCATION OF EXISTING WILL BE DONE
Ya THE PLANS AND PER THE GAS COMPANY BY PSNC ENERGY -PRESENT RESPONSIBLE NOT VALID FOR CONSTRUCTION UNLESS SIGNED AND DATED:
°o o REQUIREMENTS PARTIES mr ELECTRIC PROGRESS ENERGY -COORDINATE CONSTRUCTION ACTIVITIES WITH -ELECTRIC COMPANY WILL PROVIDE AND INSTALL
JOB N0. SHEET
W ~ LARRY BROWN ELECTRIC COMPANY TO ENSURE INSTALLATION OF ALL MATERIALS NEEDED TO ESTABLISH PRIMARY ~0 513 JONES COVE ROAD UNDERGROUND LINES ARE COMPLETED PRIOR TO OVERHEAD SERVICE FROM POINT OF CONNECTION
N CD2 9-41E -.1
~ CLYDE, NC 28721 ASPHALT OR CURB PLACEMENT AT THE EXISTING LINE UP TO THE TRANSFORMER { ~ 828-627-1653 -PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC -PRESENT RESPONSIBLE PARTIES 09-22-2008
CONDUITS WITH PULL ROPES, INCLUDING -ELECTRIC COMPANY WILL PROVIDE AND INSTALL
1 o TRENCHING .AND BACKFLLNG, FOR THE PRIMARY CABLE FOR ALL UNDERGROUND LINES 11-13-2008
~ UNDERGROUND PORTIONS OF THE PRIMARY FROM UP TO THE TRANSFORMER-PRESENT RESPONSIBLE
° THE RISER POLE UP TO THE TRANSFORMER, PARTIES J E RIM
SCHEDULE 40 PVC CONDUITS SHALL BE USED ON -ANY RELOCATION OF EXISTING LINES OR POLES
~ THE RISER POLE AND RIGID METAL, LONG RADIUS, WILL BE DONE BY PROGRESS ENERGY - o ELBOWS SHALL BE USED WHERE THE PRESENT RESPONSIBLE PARTIES DEVELOPER: ~20o wagefie~a srrd., suite T45 Ashevine, NC 28806
~ UNDERGROUND PORTION MEETS THE RISER POLE WAYNESVILLE COMMONS RETAiL ASSOCIATION 828.885.1288
U i AND TRANSFORMER 1765 MERRIMAN ROAD FAx,e2s.s55.955s wvnvwadetrim.com Building retagonshlps on a foundatbn of excellence
~ -CONSTRUCT TRANSFORMER PAD AS PER THE AKRON, OHIO 44313
~ ELECTRIC COMPANY'S SPECIFICATIONS PH: [phone] PREPARED UNDER THE SUPERVISION OF:
-PROVIDE AND INSTALL ALL SECONDARY SERVICE CHARLES J. CHRISTY, P.E.
o AND MATERIALS i _ _ LICENSE 2914.2
~ TELEPHONE BELLSOUTH ENGINEERING -COORDINATE CONSTRUCTION ACTIVITIES WITH -TELEPHONE COMPANY WILL PROVIDE AND ®®®~~1e11G19f f0
ASHEVILLE, NC 28801 TELEPHONE COMPANY TO ENSURE INSTALLATION INSTALL ALL TELEPHONE CABLE FROM THE POINT CONTRACTOR SHALL CONTACT NC ~ t r p~ -p~~v a3e,~~ ONE-CALL CENTER @ ,,~~\\o~~~ CAROB
CONTACT: DEBBIE GIBEAU OF UNDERGROUND LINES ARE COMPLETED PRIOR OF CONNECTION UP TO THE BUILDING - "p'1'l~ i 828-258-7135 TO ASPHALT OR CURB PLACEMENT PRESENT RESPONSIBLE PARTIES w:~ 1-800-632-4949 FOR LOCATION OF ~ • ' ~tiy °
N -PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC -ANY RELOCATION OF EXISTING WILL BE DONE D ro D ALL UTILITIES AT LEAST 72 HOURS ,Q~ESSi~.~ ~ ~ r~
_ CONDUITS WITH PULL ROPES, INCLUDING ALL BY BELL SOUTH -PRESENT RESPONSIBLE
w~ TRENCHING AND BACKFILLING, FROM THE RISER PARTIES ~QV ~ ~o Nw ~ 200 PRIOR TO BEGINNING CONSTRUCTION. = ~ 819135 ~ _ - ®®t ®®®e® o
z, POLE UP THE TO THE BUILDING
-PROVIDE AND INSTALL PULL BOXES AS PER Dk>V`~~b~ DkIVt~~ ~SORIgSet3SCH F ®c , JI,'
° T LEPHONE COMPANY RE UIREMENTS ~ E Q '9n. • .~G
w~ TRIM o
7~ THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES, TRENCHING AND °i BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED. U
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ZONING LAND USE f DEVELOPMENT REGULATIONS
(n W
1) THE. PROJECT IS LOCATED IN THE HYATT CREEK AREA CENTER f- O
(HC-AC) REGIONAL DEVELOPMENT DISTRICT. 1 ADDED WALL SKETCH Oft HIGH CHAINLINK FENCE. LOCATE ON Z TOP OF WALL OR W FRONT W/IN iFT, ~ CHANGED TO CHAINLINK vi
2) FLOOD ZONE CLASSIFICATION: FEMA # 370124 0005 PROVIDE 12" DIA SLEEVES IF LOCATED Z !N WALL RE-INFORCEMENT. U Q
F- ~ ~ Z
/ T 3) BUILDING SETBACKS Z ~
20FT FRONT ° ° 8ft HIGH CHAIN LINK FENCE WITH ~ ~ PRIVACY SLATS. LOCATE ON TOP OF M ~ O O o d. W
N.A. -SIDE WALL OR IN FRONT W/IN iFT, PROVIDE ° N D ~ Z
5FT - REAR o ~ 12" DIA SLEEVES IF LOCATED IN WALL ~ r a RE-INFORCEMENT. + + ~ J O Q ~
m~ + / + _ ~ ~ ~
4) MAXIMUM BUILDING HEIGHT = 40FT ~~I 7 , D ~ w 3 ~ \ 60. > D ~
5 TROUT BUFFER - 25FT FROM TOP OF BANK. mz 9. OIL-Uj~(~n \ .z ~w°~o
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NOTE: AL.L_ OFF SITE WORK TO BE 0 p~/ I~ p o GROUND AT BOTTOM OF WALL GRADE AT 70P OF WALL O U W O~Q~ * ~ Z d
COMPLETED U I OTI IEI\S, a GRADE AT TOP OF WALL GROUND AT BOTTOM OF WALL GROUND AT BOTTOM OF WALL p ~ ~
BOTTOM ELEV. 2755.39 GROUND AT BOTTOM OF WALL BOTTOM ELEV. 2755.39 BOTTOM ELEV. 2755.39 U U
(TOP OF LEVELING PAD) (TOP OF LEVELING PAD) (TOP OF LEVELING PAD) U7 Z ~ I- ~ ~ ~ ~
L_EGE~1D x--000
PROPERTY LINE SKETCH FOR BIDDING PURPOSES ONLY. CONTRACTOR TO SUBMIT SIGNED AND SEALED RETAINING WALL ~2 W r7 N ~ ~ I- N O N Q
2 EXTENDED WALL 5 FEET SHOP DRAWINGS OF ACTUAL DESIGN TO ENGINEER ~ ~ ~ ~
EASEMENT PRIOR TO CONSTRUCTION. SCALE: 1 = 6' x-000
PROPOSED BUILDING 3 REDUCED WALL 5 FEET, RAISED BOTTOM ELEVATION, REDUCED HEIGHT,
PROPOSED TYPE "A" CURB CHANGED CONFIGURATION OF FENCE d-MN~- W
PROPOSED TYPE "E" CURB AND TYPE.
PROPOSED PARKING SPACES 74 \ ~-"-`l, \
- . \ \ ~ f.
STANDARD DUTY ASPHALT , - ' ' 1 fl I C
N _ 'O V.
HEAVY DUTY ASPHALT - II - ~ - - - - ' m i - ' - ~ ~ REMOVE AND i I~ s
- ' " ~ REPLACE ~ ~ _ ~ ~ \ i STANDARD DUTY CONCRETE , , ~ coNCRETE cuR6. ~ I 0. A
~2 NARROWED FRONT WALK BY FT ~ ~ c
- " ~ ~'.1' ~ i i SITE PLAN NOTES ~ ~ ~~~z \ AND SHIFTED BUILDING EAST +5 FEET.I ~ ~ ~ ~ o + ~ ~ ~ a--e.
- , - , j 1 ~ ~ ~
_ 3 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY~COUNTY j' 1 ~ 1~ ' ~
- ~ I, ~ ~ I REGULATIONS AND CODES AND O. S.H.A. STANDARDS. ~'A,~_ TYPE B-- - ®I' BOLLARDS ~ 1;, I ~ m
~I
A R FER TO THE ARCHITECTURAL PLANS FOR ~ - ' ~ u~~ ~ - RA T R SH LL E . CONT C 0 2 N ~ I~
EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, sTORMWATER ' K PRE ISE BUILDING MAINTENANCE ' °o, ~ ~ i
SIDEWALKS, EXIT PORCHES, TRUCK DOC S, C 15,R DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. EASEMENT , ~ ~ ` ~ ~ ~ l ~ ~
-Q- ~ I
~ P I FT AR A ARE TO RECEIVE FOUR NCHES 0 0 SOIL - TR ES 3. ALL DIS U BED > '®i MP UTILITY EASEMENT ~ ~ ' ~ ~ ~ ~ ;
SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS - - TYPE B ~ - BOLLARDS ca O _ I'
ESTABLISHED. - = ~ -O~ \ ,~,YIEL 0 E`STRIAl~., ' ~ f! ~ ~ 1 ~ ° ~y ~
0 SIG1~; S€~DETAIL ~1~~' ' ~ F ' _ 1 Q SHEET C-1.1 ~ ~ + ( ~ o l
4. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. ALL ~ REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN. RETAINING " t - \ STOP SIGN, S PROPERT 1 ~ z ° ~ v
WALL #2 i, m ; ~ ' STAIR AND STOOP, \ ~ SHEEN C-1~.9~ LINE ~ ~ Q ~ ffi
5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS A - REF ARCH - ° `a: ` a.
OTHERWISE NOTED. - ' - ° ° _ a_a ~
- " EXPOSED ?t/1 ~t~a°DOw E FOUNDATION 3 . ` + , \ Q ~ a z ~ w a
ATI NS ° FOUNDATII 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOC 0 °'°a , ~ WALL WALL 0 \ > ~ ~ ~ ~ m ~ MONUMENT SIGN,''-._ ~ ' fD
(UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED _ -2 ; ' 5g•oo° ° 8t~i~' ' REFERENCE ARCHITECT ~ ~ ~ a"
T0, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & npE g"- t'. I . ~a ° ; POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE a' HIGH BoL~,RDS~ ~ ~,yo 2 A DE 2 C PA ES DRAWINGS
SCREEN _ , CURB SNORT WALL WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE wALL _ - - / °
- ' ~ REF ARCH. WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL - - - ° ° Y TYPE A BOLLARDS, \ BOLLARDS, 5.0; ~ BLUE
- ~J ST SHALL BE INCLUDED IN BASE BID. - ~ 8 CO . - ~ REFERENCE 30' 15' 0 15 30' 60' - ~ , ~ , REFERENCE l"~ STRIPED TYP. ,
_ ~ E t B f ' ~ ~ ARCHITECTURAL - ~ ° 3 :HITECTURAL b 8.p' HC SIGN, DRAWINGS of SEE DETAIL ° ~ 0
7. SITE BOUNDARY TOPOGRAPHY UTILITY AND ROAD INFORMATION ~ ~ 9 ° DRAWINGS - 9 - - ~ _ _ 3 , S Nbh SHEET C-1.1 N W R~ /
TAKEN FROM PESTERFIELD P. A. OF ASHEVILLE, N.C. SCALE IN FEE( ~ ~ ~ ~ 0 0~2 - 1 o. q.at ° ~ 26 Y YIELD TO
- ~6 ' ~ 0 - 0 8. TOTAL LAND AREA IS 4,36 ACRES. - ' °o, - O ~ PEDESTRIAN 1
- ° ~ 3 - 5. ° o ~ SIGN, SE
9. NO WETLANDS WERE PRESENT ON THIS SITE AS INDICATED IN THE . - - - "a 6.64' ---STAIR AND ° o DETAIL SHEET f
EVALUATION BY S&ME DATED NOVEMBER 29, 2006. ~ ; ; - sTOOP, REF ° o _ ARCH. o
~ p J 10. REFER TO MATTERN AND CRAIG DRAWINGS FOR OFF-SITE -2 - ~ ~ - P ~ ~ ~ bqN ~ i ~ a ce ~fl~~ ~ l I-~-I
IMPROVEMENTS. - ' - EXPOSED ~ s- Leo ~
TYPE B ~ FOUNDATION o 10 BOLLARDS U~ WALL ° r~, ~ ~ 8.0' 80,~ RAMP ~ ~ 1 ' ~ ~ ~
11. REFER TO EP-1,0 FOR SITE LIGHTING. ' - - 'f- ' - a - YIELD TO ~ ~ C-"I
- - - ° _ _1_ 1 PEDESTRIAN SIGN, pARKDOWN ~ PLANTER ~ ~ ~ ~ ~ ~ E"' j - ° E DETAIL SHEET ~ IN WALK j O O
12. SEE SHEET C-1.1 FOR SITE DETAILS ~ ~ ' " - ~ ' ' ~ ti REFERENCE ARCHITECTURAL -1.1 BUM~PP RS, N ~ SIDEWALK ~ '~A W ~
0 DRAWINGS FOR FRONT 13. BIKE RACKS SHALL BE, SONANCE SN05-7, FIVE LOOP, 7 CAPACITY ~ - ' - r
' - ' _ - SIDEWALK DETAIL. AS MANUFACTURED BY KEYSTONE RIDGE DESIGNS, 3 REQUIRED. ~ ~ - - 3 ~ Q o CONNECTION ~ ' ~ C Y n~~ ~OP•I ~ r n~ w ~ ~ ~ ' ~ W
\ _ COLOR & LOCATION BY OWNER. DIRECT EMBEDMENT. \ - " ~ ' 1'
- - -
- ' " TYPE B GREENWAY - ' - BOLLARDS
EASEMENT & \ _ ' - - - ~ BIKE RACKS, LOCA ION ' i I W j....i ~ AND COLOR DETERMINED 9 + I i ,j ~ ~ ~ ~
~ ACCESS - ' ~ w T 2 DATA TABLE LO # BY OWNER LANDSCAPE DIAMOND 5 ' 0 ~ W
iY \ 9 - " Q = E 30' 23 W I PLANTER, 5'x5' INSIDE 9 0' ' ~ Q r~, W H
~ AREA PARKING PARKING PARKING ~fi " DIMENSION, SEE o P. ~ i ' W ~ ~ DETAIL SHEET C-1.1 ' ' j ~ ~
i U + RE UIRED P U RAT PROPERTY LINE AND \ ' A R B LD NG SF Q RO IDED IQ -9-_', " °co } PARCEL C ES _ UI I CENTERLINE OF 9~j, , , - ~•op~ „ ~ ~ ~ a
o ~ RICHLAND CREEK ' - ' ~ ~ PARKING ~ ~ COMMERCIAL 1 - 30,399 213 161 5.30 ~ ~ . ~ , euMPER YIELD SIGN, SIGN, ~ ~ ~
~ = TROUT - ` 4 SEE DETAIL U IETAIL spp. ~o ~ ~ Q ~ + ' O ~ ~ ~
~ BUFFER & ~ ' 00 -1.1 °'m TOTAL 4.36 30,399 213 161 5.30 GREENWAY ' " R~. ~ -1.1 3 I + O~~ W
z EASEMENT ' , ' N N ' I I I ' ~
o PARKING REQUIRED 7 PER 10005E (BB) _ = o ~ RETAINING - ' - ~ ~ ~ ~
e ! ' 24' l ~ o~, ~
° 1 J ~ ~ " ~'0 1 ADDED WALL SKETCH /n . MawRErdANCE ~ EXPANDED EA EM T , ~ ~~ON~ ~ Q
~o l' - s N SKETCH FOR BIDDING PURP05ES ONLY. y - ' EASEMENT ' ~ ~ ; w
~ CONTRACTOR TO SUBMIT SIGNED AND SEALED RETAINING WALL ~1 - _ ~ ° - o RETAINING WALL o ~ ~ ,
SHOP DRAWINGS OF ACTUAL DESIGN TO ENGINEER SCALE 1" = 5' Oft HIGH DECORATIVE FENCE BY ~ ~ - ' - \ AMERISTAR, NO GREATER THAN 4" ~ - PRIOR TO CONSTRUCTION, GAPS AT ANY LOCATION. LOCATE ON O -~.a- - 5 N ' +
o 3~ SYSL/4" ro ~
° TOP OF WALL OR BEHIND W/IN 1FT, - v' ' ~ p,
0 o ROVIDE 2 DIA SLEEVES IF LOC TED O _ ~ O IN WALL RE-INFORCEMENT. ~ o ~ , -_Q UTI EA EMEN EA EMEN s PROPERTY
° a o o rn ~ q o ~ o LINE ~ + + ; p~ ' ~
O O ~ + O ~ O + 00 p ~ _ ILITY ~ EA MEN ~ ~ ~ ~ ` s Lil
U O O O O i ~ Q t° , - - o + + I + 8 WIDE X 40 - 5 0 / J
I o 0 0 0 - ' o '763 i LONG WOOD CHIP _ ' -
3 0 27 70 62. I TRAIL HEADER ' _ o D - - 5 ~ + ISSUED FOR: DATE: BY: fn APP. COMM. 08/15/07 CJC ~
N 62• ~'2'0 ACCESS T! a 7 1 8 I 27 1.38 ACCESS TO GREENWAY WALK - REVIEW 10/31/07 CJC _ i APP. COMM. 01/18/08 CJC <C
0 2760. 2760.72 i REVIEW 03/25/68 CJC
w 2760.06 ~ 2759.4 ~ I I PC 07/03/08 CJC N
i _ J II ~ ENG REVIEW 07/10/08 CJC ~ ---m
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00 O O 00 u') 0 O M + ~ - JOB N0. N.C.S.R. 1164 C®1N200901 E
ci~ ~ O 6i + O w Qo +
z, O o BOTTOM ELEV. 2759.07 0 1-1 SHEET
Q Y BOTTOM ELEV. 2758.41 (TOP OF LEVELING PAD) - o BOTTOM ELEV. 2757.75 (TOP OF LEVELING PAD)
GROUND AT BOTTOM OF WALL (TOP OF LEVELING PAD) n ~ I
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CONCRETE SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3,500 PSI R
NOTE: PROVIDE 1/2" EXPANSION
JOINT BETWEEN SIDEWALK
AND ALL FIXED OBJECTS
11Z MAUIUJ IUULGU JUIN 1 Um
PLAN VIEW 1" DEEP SAWED JOINT (TYP.)
SEE SITE PLAN
1/4- THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED 0 30' O.C. MAX. SLOPE 1 /4" /FT.
EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2 MAX.
(TYP)
2"
5.0' 5.0' 5.0' S.0' 5.0' 5.0' S.0' (TYP) 1/2"R
14
(TYP)
00
00 0 ooa�o �o2P 6 -
4 TYP -PC CONCRETE
NOTE:
(TYP) 4
REINFORCEMENT WILL BE(TYP)
No. 3 BARS 24" O.C. 4" AGGREGATE BASE
SECTION A -A EACH WAY MAX. SPACING, OR COURSE COMPACTED TO SECTION B—B
6 x 6 - W1.4 X W1.4 WWF 90% STD. PROCTOR (TYP)
CONCRETE SIDEWALK
N.T.S.
EJIW 8667 WITH EJIW 868210 ANGLE FRAME
FLUSH ADA GRATE (MATCH SEAT HEIGHT),
10\11
0 a CURB, SEE
- \ CANOE ISLAND
DETAIL THIS
6.0' 6.0' SHEET,
1/2" NELSON STUD
WELDED TO FRAME a' °
TYPE ECURB,_/`
TYP.
TREE DIAMOND DETAIL
SCALE: 1 " =5'
TREE GRATE INSTALLATION DETAIL
CONCRETE SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3,500 PSI
7/AS SHOWN ON PLANS
6"x6" - 0
.p W1.4xW1.4
WIRE MESH
ASPHALT
SURFACE1 x x x x x x x x x x—�
f.'y
4" AGG. BASE
rim
6„
CONCRETE WALK WZ THICKENED EDGE
NO SCALE
3.0" HMA WEARING COURSE,
NCDOT S -9,5B
2 COURSES
COMPACTED SUBGRADE -�
STANDARD DUTY ASPHALT PAVING
1.5" HMA WEARING COURSE,
NCDOT S -9.5B I
2.5" HMA BINDER
COURSE, NCDOT I-19.0
8.5" AGGREGATE
BASE COURSE,
°• NCDOT CLASS 1
a
12"
P.C.CONC.. 4 a
12"
BIKE RACK
Y2" EXPANSION
JOINT / /
SLOPE CONCRETE AWAY
CONCRETE WALK, FROM BIKE RACK
SEE DETAIL
a d
2
EMBED 10", PER
MANUFACTURER
RECOMMENDATIONS
BIKE RACK FOOTING
N.T.S.
`�
PCG SURFACE COURSE 6.5"
-if
4.0" GRAVEL BASE COURSE
NCDOT CLASS 1
12"
P.C. NON-REINF. CONC.
COMPACTED SUBGRADE
HEAVY DUTY ASPHALT PAVING
PAVING DETAILS
PAVING NOTES: N.T.S.
A. SUBGRADE COMPACTION: (95% MODIFIED PROCTOR).
B. BASE COURSE TO CONFORM TO NORTH CAROLINA DOT STANDARDS FOR BASE COURSE COMPACTED TO
100% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY.
C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM REQUIREMENTS
OF THE CURRENT NORTH CAROLINA DOT STANDARDS AND SPECIFICATIONS MANUAL.
D. BACKFILL MATERIAL SHALL MEET NCDOT SPECIFICATIONS WITH REGARD TO MATERIAL AND COMPACTION.
E. COMPACTION OF BACKFILL, EMBANKMENT, SUB -BASE AND AGGREGATE BASE SHALL BE 95% PER
SPECIFICATIONS.
COMPACTED SUBGRADE
RETAINING WALL
BITUMINOUS WEDGE, 2"
/1r -HIGH BY 4" WIDE,
TO SRW WALL DETAIL
N.T.S.
ADDED DETAIL
1�ADDED SIGN DETAIL
R1 —2
"YIELD" SIGN
0
RAMP SIDEWALK HERE, IF NECESSARY,
TO STAY WITHIN THE DESIRABLE SLOPE
LIMITS
SIDEWALK ROLLED 24" DEEP
CURB DETECTABLE
WARNING
6.5'
ACCESSIBLE PARKING SYMBOL
LOCATE AT EDGE OF PARKING SPACE UNLESS
ACCOMPANIED BY "VAN" LETTERING
30"
NOTES:
1. BOTH SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST
MUTCD EDITION, WARNING SIGNS W11-2 (TOP) & W16 -7P
(BOTTOM) WITH A BLACK LEGEND ON A FLUORESCENT
YELLOW—GREEN BACKGROUND
"PEDESTRIAN CROSSING" SIGN
N.T.S. THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
RAMP (SEE DETAIL) 6" PARKING SPACES
r—
PROPOSED
ROLLED
CURB 1/2°R. THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKING SPACES
GRADE
��� • a
ROLLED CURB RAMP #4 REBAR
CONTINUOUS
50% TO 65% (TYP.)
N 1 . 6 "-2. 4 " OF THE BASE
i d PROPOSED
c\i �� SUBBASE
0
0 0 0 0
0 0® 0 ®® 0®®®®0000TYPE E VERTICAL CURB DETAIL
00000 0 00 0000®0 0 00000 0
• 0
6:006600000000000 0 : N.T.S.
LO
OO OO O O Qoz ®®o®®®®®®®®®®®®®®� N
0 0 0 0 O 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.9" TO
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.4
DOME SECTION
0.65" BACK OF CURB
MIN NOTE: GUTTER SLOPE TO MATCH
ADJACENT PAVEMENT,
DOME SPACING DOME ALIGNMENT FACE OF CURB TRAVERSE AND LONGITUDINAL.
DETECTABLE WARNING
RAMP SIDEWALK HERE, IF NECESSARY,
TO STAY WITHIN THE DESIRABLE SLOPE
LIMITS
SIDEWALK
RAMP. 12:1 MAX.
SIDE FLARES
12:1 MAX. -
24" DEEP
DETECTABLE
WARNING
(SEE DETAIL)
ROLA
5' N • SAO��
QVP
O
SIDE FLARE RAMP
6" SCH. 40 STEEL PIPE
FILLED W/ CONC.
WITH TOP ROUNDED.
o2'-0"
PAVEMENT OR
FINISHED GRADE -,
1/2" MIN. RADIUS
1" MAX. RADIUS
1'
6" 1 1 " MIN. /� P.C. CONCRETE
17" MAX. / CONTRACTOR TO PROVIDE
PRIME COAT AND TACK
6"
COAT TO FACE OF CURB
12" WHERE CURB CONTACTS
12"ASPHALT.
6"
18" MIN.
24" MAX:
1 MAX.IN.' 'R DIU�///��////��//��//////// ASPHALTIC CONCRETE PAVING
SEE PAVING DETAILS FOR
PAVEMENT SECTIONS,
SUBBASE, SUBGRADE AND
COMPACTION REQUIREMENTS.
TYPE "A" CONCRETE
CURB AND GUTTER
N.T.S.
CURB AND GUTTER NOTES:
A. PROVIDE #6x18" LONG, SMOOTH DOWELS AT ALL EXPANSION JOINTS
B. 3�4" EXPANSION JOINTS WITH BITUMINOUS SEALANT AT 30' MAXIMUM INTERVALS, AT ALL
RADII AND AT DRAINAGE STRUCTURES
C. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,500 PSI
D. LIGHT BROOM FINISH ON ALL SURFACES, ALL RADII TO BE TRUE ARCS
E. PROVIDE (2) #4 BARS, 10'-0" LONG, CENTERED OVER ALL TRENCH CROSSINGS
F. PROVIDE (2) #6x2'-6" LONG BARS TO CONNECT EXISTING AND NEW CURBS
WHITE LEGEND RED BACKGROUND
R1-1
" STOP" SIGN
N.T.S.
VAN 12" X 6"
ACCESSIBLE BLE
RESERVED
PARKING
R7-8
PENALTY SIGN WITH WORDING
AS REQUIRED BY STATE OR
PER LOCAL CODE 12" X 9"
ACCESSIBLE PARKING SIGN
N.T.S.
VAN
ACCESSIBLE
RESERVED
Z" SQUARE GALVANIZED
SIGN POST SET IN 6"
PIPE BOLLARD, PAINT
YELLOW, FILL WITH
GROUT
USE 6" PIPE BOLLARD
FILLED W/ CONCRETE
AND PAINTED TRAFFIC
YELLOW
SLOPE TOP -
OF CONCRETE
GROUND/PAVING
SURFACE
3500 P.S.I.
P.C. CONCRETE
O
SIGNAGE OTHER THAN
ACCESSIBLE
(PED XING, STOP, ETC.)
NOTE: THE MIN. HEIGHT
OF THE BOTTOM OF THE
LOWEST SIGN SHALL BE
O
I
0
I
SEE BREAK AWAY CHANNEL
POST WHEN PIPE BOLLARD
IS NOT REQUIRED. BOLLARD
REQUIRED IN TRAFFIC AREAS,
NOT IN GRASS ISLANDS.
8
TREE GRATE WHERE
/
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.10\'ij\%
\ 3" COVER
0\j
0
OVER FOOTING
0 0 \/
FILL POST w/ CONCRETE
Q z
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3
m
CONCRETE MINIMUM
V)
4-7% AIR ENTRAINMENT
PRIME COAT AND TACK
(TYP.)
\\
•
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•' a4
j4a
�
1/2" MIN. RADIUS
1" MAX. RADIUS
1'
6" 1 1 " MIN. /� P.C. CONCRETE
17" MAX. / CONTRACTOR TO PROVIDE
PRIME COAT AND TACK
6"
COAT TO FACE OF CURB
12" WHERE CURB CONTACTS
12"ASPHALT.
6"
18" MIN.
24" MAX:
1 MAX.IN.' 'R DIU�///��////��//��//////// ASPHALTIC CONCRETE PAVING
SEE PAVING DETAILS FOR
PAVEMENT SECTIONS,
SUBBASE, SUBGRADE AND
COMPACTION REQUIREMENTS.
TYPE "A" CONCRETE
CURB AND GUTTER
N.T.S.
CURB AND GUTTER NOTES:
A. PROVIDE #6x18" LONG, SMOOTH DOWELS AT ALL EXPANSION JOINTS
B. 3�4" EXPANSION JOINTS WITH BITUMINOUS SEALANT AT 30' MAXIMUM INTERVALS, AT ALL
RADII AND AT DRAINAGE STRUCTURES
C. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,500 PSI
D. LIGHT BROOM FINISH ON ALL SURFACES, ALL RADII TO BE TRUE ARCS
E. PROVIDE (2) #4 BARS, 10'-0" LONG, CENTERED OVER ALL TRENCH CROSSINGS
F. PROVIDE (2) #6x2'-6" LONG BARS TO CONNECT EXISTING AND NEW CURBS
WHITE LEGEND RED BACKGROUND
R1-1
" STOP" SIGN
N.T.S.
VAN 12" X 6"
ACCESSIBLE BLE
RESERVED
PARKING
R7-8
PENALTY SIGN WITH WORDING
AS REQUIRED BY STATE OR
PER LOCAL CODE 12" X 9"
ACCESSIBLE PARKING SIGN
N.T.S.
VAN
ACCESSIBLE
RESERVED
Z" SQUARE GALVANIZED
SIGN POST SET IN 6"
PIPE BOLLARD, PAINT
YELLOW, FILL WITH
GROUT
USE 6" PIPE BOLLARD
FILLED W/ CONCRETE
AND PAINTED TRAFFIC
YELLOW
SLOPE TOP -
OF CONCRETE
GROUND/PAVING
SURFACE
3500 P.S.I.
P.C. CONCRETE
O
SIGNAGE OTHER THAN
ACCESSIBLE
(PED XING, STOP, ETC.)
NOTE: THE MIN. HEIGHT
OF THE BOTTOM OF THE
LOWEST SIGN SHALL BE
O
I
0
I
SEE BREAK AWAY CHANNEL
POST WHEN PIPE BOLLARD
IS NOT REQUIRED. BOLLARD
REQUIRED IN TRAFFIC AREAS,
NOT IN GRASS ISLANDS.
NOTE:
l'-6"
z ALL PIPES SHALL BE PAINTED TRAFFIC
YELLOW ON LOT.
PROVIDE Y2" EXP. JT. MATERIAL AROUND
PIPE WHEN INSTALLED IN RIGID PAVEMENT.
PIPE BOLLARD -TYPE B
N.T.S.
CANOE ISLAND DETAIL
(WADE TRIM)
N.T.S.
FACE OF CURB OR EDGE OF PAVEMENT
CURB, SIDEWALK
nn nn,en
PARKING BUMPER PLACEMENT
N.T.S.
ASPHALTIC CONCRETE PAVING
SEE PAVING DETAILS FOR
PAVEMENT SECTIONS, SUBBASE,
SUBGRADE AND COMPACTION
REQUIREMENTS.
5/16" 0 STANDARD
GALVANIZED OR ZINC
PLATED SQUARE OR HEX,
HEAD MACHINE BOLT WITH_�/z
NUT, P LAN VI EW
BREAK AWAY CHANNEL POST
N.T.S.
ACCESSIBILITY PARKING SIGN NOTES:
A. SPECIFIC CODE SHOULD BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS.
B. (1) SIGN AT EACH ACCESSIBLE SPACE. SEE SITE IMPROVEMENT PLAN FOR
LOCATION.
C. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL
HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES",
LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
SITE SIGN BASE DETAIL
N.T.S.
8
TREE GRATE WHERE
CALLED
0
SEE CURB AND GUTTER
0
FOR ON PLAN, SEE
DETAIL THIS SHEET.
N
G
DETAIL(OMIT
9.0'
CONCRETE &
PLACE TREE GRATE)
0
0
CONTRACTOR TO PROVIDE
m
6"
a
PRIME COAT AND TACK
1/2" MIN. RADIUS
•
COAT TO FACE OF CURB
5'
1
1 " MAX. RADIUS
W
WHERE CURB CONTACTS
1
GROUND SURFACE
ASPHALT.
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°. ° a°
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0
EXPANSION JOINT, PROVIDE
°
Y2" EXPANSION MATERIAL
PARTIAL ELEVATION
NOTE:
l'-6"
z ALL PIPES SHALL BE PAINTED TRAFFIC
YELLOW ON LOT.
PROVIDE Y2" EXP. JT. MATERIAL AROUND
PIPE WHEN INSTALLED IN RIGID PAVEMENT.
PIPE BOLLARD -TYPE B
N.T.S.
CANOE ISLAND DETAIL
(WADE TRIM)
N.T.S.
FACE OF CURB OR EDGE OF PAVEMENT
CURB, SIDEWALK
nn nn,en
PARKING BUMPER PLACEMENT
N.T.S.
ASPHALTIC CONCRETE PAVING
SEE PAVING DETAILS FOR
PAVEMENT SECTIONS, SUBBASE,
SUBGRADE AND COMPACTION
REQUIREMENTS.
5/16" 0 STANDARD
GALVANIZED OR ZINC
PLATED SQUARE OR HEX,
HEAD MACHINE BOLT WITH_�/z
NUT, P LAN VI EW
BREAK AWAY CHANNEL POST
N.T.S.
ACCESSIBILITY PARKING SIGN NOTES:
A. SPECIFIC CODE SHOULD BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS.
B. (1) SIGN AT EACH ACCESSIBLE SPACE. SEE SITE IMPROVEMENT PLAN FOR
LOCATION.
C. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL
HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES",
LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
SITE SIGN BASE DETAIL
N.T.S.
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REVIEW 03/25/08 CJC
PC 07/03/08 CJC
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REVIEW 03/25/08 CJC
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SITE GRADING NOTES W
1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE ~
FINISHED PAD ELEVATION 1 STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY, ui
CRUSHED STONE, ASTM D-448, z 0
No. 10 WITH 6-12% PASSING 2, 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON ~
THE No. 200 SIEVE 0 0 0 0 0 0 0 0 ~ THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. ~ ~
THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY o °
D ~ CRUSHED STONE, NCDOT SIZE No. 57 OR 67 COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE w RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ° `J z
ON THE PLANS. ~ Q °
~ o 0 o c SUBGRADE, COMPACTED Tp 98% w w
/ ~ ~ ~ ~ ~ ~ ~ ~ ~ / MODIFIED PROCTAR 3. 3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. z ~ ° ~ ~
o~-~~-u, z
. 4. 4. EXISTING GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS, ° w ° ~ o
30' 15' 0' 15' 30' 60' 5. 5. PROPOSED GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS. o 0 0 °
r m
FOUNDATION PAD DETAIL N.T.S. SCALE IN FEET 6, 6. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. ° o ~ ~ w
PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. o ~ ~ w
o~a~
7. 7. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. ~ w ~ z ° ~
8. 8. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. ~ z = o
9. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS, IF CONTRACTOR DOES NOT ACCEPT EXISTING o 0 0
m~ \\\\w TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A ~ N
i ~ , ~ I s ~ , 1;,1 REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. o ~wo~~
11 SYD CL B RIP-RAP i ~`i.l„ ~ ~ ~ooo
~ II ~ I' 10. 3 j~j i I ~ ^Er` 10. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY
I f , ac I, I . , i ~i~ ~ ~ STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH N ~ w GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS QBTAINED. ~
®II ~ l f`~ ~'i ter` \
t ~ ~~0~~.~ ~l~ ;'i FOR DETAIL OF STORM ~ ~ I u,,~` ~ ~ 11. 11, CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.
WATER SAND FILTER, ,35 ~ ~ X 2759 I / `°a..~,'=.~ E \ q~ i ~ a• ~ 12.
SEE SHEET C-2.1 F~ 5 ~ ~ X 2758.85 1 ~ E Sg ~5 ~ V `d/ ~ 12. CONTOURS ARE FOR INFORMATION ONLY. USE SPOT GRADES FOR CONSTRUCTION. d
n ~ ~ I 3 ~ ~ ~ L'/
~ / 13. ~ ,96 ~ / , I ~ - ~ 15 ~ ~ r 13. CONTRACTOR IS TO CONTACT ENGINEER IMMEDIATELY UPON DISCOVERING ANY SLOPE GREATER THAN 3~ IN PAVEMENT AND WALK AREAS. o
~ 2759 ] S ~ ~ 0
~ 2757.00 ® ~9 ~ ~ ~ ~
i \ j~ sT CAP AS PROVIDED BY STONE MANUFACTURER,
2 ~ ~ ~ t ~ i ~ 75g ~ ~ ~ . ~ ~ r ~ SET IN MORTAR, MIN 1", MA7( 3" OVERHANG o I_ ~
CULTURED STONE, STONE AND JOINTS W
2758.54 6 ~ ~ ~ ~ ~r o ~ k TO MATCH BEST BUY BUILDING, ON ALL s
EXP05ED CONCRETE. m
~ ~ ~ MORTAR JOINT
~ S8 60 ~ ~ ~ i i ~ •6 ~S9 V ~ ~ i ~ i
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~ ~ ~ 8' SCREEN FENCE 60 6 ~ ~ O~ r0 z F~
A V WA L ~ ~ ~ ~ , BO E L o ' ~ ~0 2" CONDUIT FOR ELECTRICAL TO o „
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60.4 ~ ~ ~ ti~~ ~ oo ? 63.51 POND RETAINING WALL. VENEER DETAIL ( POND >w 3
~ Z 1 ~ 21 \ TROUT BUFFER ~ ~ 3 O O O O i------_ o ti ti~ 06 ~ 6 0 ' 62.01 / AND GREENWAY EASEMENT , e~ ry~~ J ~ FLUSH ~ g~~ NO SCALE o j
~ I a ~ 2~ , LINER
o _ ~ 11 ~o FFE-~7~~~T6- - _ I ~ ~
i j, 7 ~ ~ ~ 9 N ~ 3 ti rk0 ~ 00 ~
00 ~ ~ 16~ ` 4 ~ ~ PLACE TOPSOIL OVER COVER. ~ ~
16'1 ~ ~ _ ? - - N 216 , 2 250 ~ ~y ~ 21 ) ~ CONCRETE ~y ~ ~ rnN ~ ~'o ~ a
w h~ ~8 ~ a2 , q oo ~ ~ ~ 62' ~ 1 ~8" X 2" BUTYL
° ~ ~ N ~ 21 ~2 P ,PE CAULK ~ L ~ ~ ~ ? ~
~ - ~ 6' . 2 65 162• 00 TA E CAULK ~ i , 2> ~ ~ ~ ~0 RrM 2 250
i I i ~ o ° 162' ?I6 216 ELEVATION 27so.z5 ~ ~G 12" MIN. d 2760.25 ~ / ELEV. 2760.25 MIN.
~ ~ AMP 2 g0 1,q0 _2 I ~ _ 61 ~ ? 0 I I ~ 21 6~5 12" MIN. CLEAN
2~ ~ ~ ~ ~ ~ 21 ON ~ r FASTENER, SUBMIT CUT SHEET - f CUT SHEET ~ \ SAND, NO ROCKS
2 ~ 21 ~ I I ~ 16 R F R APPRO 3:1 SLOPE FROM BUILDING o . _ 216 c~0 ~ ~ ~0 2 ~ TO ENGINEE 0 VAL )R APPROVAL GREATER THAN H
DOWN TO TROUT BUFFERMENT ~ N ~ ~ 162' , ! 216 , o ~ ~ 2 T N i PVC LINER ~ ~ z
Oq ~ 7 WASHER WASHER \ ~ ~ / ~ ~ ~ ~
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ao° ~ ° ~ 216 ! l ~ ° k gq0 CO 0 i~ i l ~a 62,8 -,li ~ ~ .~ti e~~ 0 21 11l ~ ~ ~ - 1~8" X 2" ALUMINUM BATTEN 1M BATTEN ~ ~
tiny 2163.5 o,~ 62.34 ~ ~ ~ ; / ~ ~ g0 21 7 2' , ~ f / 30 MIL PVC GEOMEMBRANE LINER ANE LINER ~ , ~ MIN. CLEAN W ~i
2162.3 6~. 162 ~ ~I ~ SAND, NO ROCKS ~a
3~ , i ~I ® ~ GREATER THAN \ y. ,_.1~0 ~a
~ ~ ~ 4 ADDED SAND FILTER i . 'S5~ ~ ti~59° ~ 216 Ok o ~ ~ ~ a~ o ~ 162• / COMPACT AND
~ ~ 163 ti ~ v ~ 2 ~ SMOOTH SURFACE ANCHOR TRENCH 6" MIN. w xy O ~ ; ~ ~ BEFORE PLACING ~ ~ o ~
s 2 ~ ~ ~ J ~ 62 6 g , ~ F> LINER. ~ ~ W
~ 3.36 21 62 Q \ 1W 276 ~~i, 2~ ~
~ ~ RETAINING WALL gW 2759.4D R/M ~ ~ g% 1 ~ s "I; ~ 11 , 1 / NOTE: ENTIRE POND TO 8E LINED W ~ ~
i 2j 06 ~ ~ ~ R1~' 1~ 0 / z } 8 62' s ~ ~J ~1 2~ ~ ANCHOR TRENCH DETAIL FOR LINER w/3o MILL Pvc Q ~ ~ ~ ~
ou~i o ~ 8 ~ 21 6 ,lo' ~ 6~` 216 ~ / , ~ LINER DETAIL FOR ATTACHING LINER No scALE ~ ~ ~
i ~ ~ 2762.63 ~ / LINER ~ ~ ti ~ k S 276 / ~ ;J 1 ~ ~ ~ ~ 2' ~ ~ / i TO CONCRETE WALL Q ~ ~ W
ar ~ 16 2762,13 ~ ~ ~ i- m 4 2 • 0 ~ ~ , NO SCALE ~ ~ ~
21 ~o I~ n 5 ~ ~ / / ~ `l' r~16 ~0 1 6 ~ ~ RETAINING p~~ 16~ ~ L i ii l r Y Q ~ ~ ~ l~ ~ C~ ~ 0 .l 'i ~1
o N 2 0~ ~ ~ ~ 162' ~ ~~o wALL ~ 60 162• ; a~ I, s ~ 2 s 16 2 l r~ ~ ~ ~
m~- ~ ~ 6''~ ~i 2 i ~ l , i j 12 SYD CL 8 RIP-RAP ~J• I 6' ~ l .''l 1l ~
o ~ f ~ ~i ,r i ~ ~ ~ ~ ' Q 1.79, ~ ; ~ ~ ~ / II ~ ELIMINATED HANDRAIL DETAIL Q
~ A , o > ~ , i ~ r/ / / 9 4~ o w
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\ ~ ~ CJ ~ lip j ~ /i ~ ~l'
~ ~ / l o 6' / , LEGEND
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I / I PROPOSED DROP CURB ? ~
~ - v' ~ ~ ~1~~ti CJ
~ ~ times S ~ s~ ~ ~ ~ , ~ °cn ~ ~ ' ii ~ ~ PROPOSED SPOT z
N ` n
U A -ECEG=2 62.42 ~ / ' ~ d CO ~ ~ , . ~ ~ FOR DETAIL OF POND, ~ ~ ~ ~ i~ ~ ~ ~ ~ I// R~ J
~ ~ AND SAND FILTER, A ' ~ ~ ~ ti I , \ ~ 1 PROPOSED TOP OF CURB ~1y~~o;J y
~ ~ ~ SEE SHEET C-2.1 / PROPOSED GUTTER 'L~ ISSUED EOR: DATE: BY: ~ APP. COMM. 08/15/07 CJC ~
~ 4 RE RAE OND , ~ _ ~ G D D~P ~ ~ ~~9------ , ~ ~ ~ A ~ PROPOSED SLOPE 3.2, REVIEW 10/31/07 cJC APP. COMM. 01/18/08 CJC <C
REVIEW 03/25/08 CJC
s ~ ~ ~ _ _ ~ ~ ' _ ' 60,--,--__ i ~ PROPOSED MAJOR CONTOUR - Pc D7/o3/oa cJC N ENG REVIEW D7/10/08 CJC ~
- ~ ~ ' -~_J _ i PROPOSED MINOR CONTOUR - E- 0

00 00 2~8 EXISTING MAJOR CONTOUR - 2755 roe No.
2 ADDED GRADING DETAIL CDW200901 E c DING DETAIL o EXISTING MINOR CONTOUR
I z- _ 0
COMPACTOR PAD GRADIP PROPOSED RETAINING WALL SHEET D 'AD GRADING DETAIL
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i

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N0p c ARk~NG ~ l 6" 50LID HEADER
4" PV OUT a. 6' 1 MODIFIED POND AND CHANGED INFILTRATION BASIN TO INFILTRATION TRENCH SOLID 4" PVC HEADER ~ 'ENCH 6" PERF. LATERALS IN ~ W
~ 4 MODIFIED POND TO FOREBAY AND STORAGE 6oz GEOTEXTILE 50CK, TYPICAL OF 3. F- O
o PERF. 4" & 6" PIPE ON TOP OF REFER TO SHEET C-3.0 14FT ~ z TOP OF STONE ELEV. 2760,25 ~
o EACH OTHER, SEE DETAILS. FOR ADDITIONAL DETAIL ON ~ t4EJ THE ENTRY AND EXIT TOP OF POND WATER QUALITY VOLUME
o 6" SOLID PVC HEADER PIPES, ELEV. 2762.50 ELEV. 2761.50 6" PVC IN 6" LAYER OF WASHED STONE o z 4 2765 - o z
i 2765 i 1 ~ 5' i . , z ~
~ ~ ° 6" PVC IN ' ~ MIN. OVERFL W P RMANENT POND FOREBAY r ~ ~ ° O INV. ELEV. 2759.75 3' 4, r~~~ 4' 3' ~
N ~ - ~ ORIFICE OUTLET, SEE I . 2 62.00 EL .2760.25 30 DETAIL THIS SHEET, ~ 1 I
ST SAND FILTER, SEE ~ / ~ ~.T---~i ~ i ~ ~ / ~ ~ " ~ ~ ~ TOP OF SAND/BOT, OF STONE ELEV. ~ ~ ~ ~ ~ 2759.75, SEPARATE WITH GEOTEXTILE. Q ~
' DETAILS THIS SHEET. _ _ _ _ 3 4' ' - 4' , 3' ~ m
'O 2760 RETAINING WALL, SEE ~ ~ 2760 4" PVC OUT WRAP ALL SIDES OF SANG > o [r . . i • _ ~ FILTER WITH 6oz FILTER z to . ~ U
~ STRUCTURAL PLANS ~ ~ - _ ~ _ ~ 1 ~ FABRIC. SEPARATE WASHED O ~ ~
a. O ' 3 ~ ASTM C33 SAND STONE AND SAND WITH FILTER U L~ ~ w ~ 3 INV. ELEV. 2757.75 4" PERF. LATERALS IN FABRIC. vi ~ 4 ~
- SHWT 4" SOLID HEADER SOCK, TYPICAL OF 3. z ~ -a ~
2762 - - _ `BOTTOM ELEVATION VARIES, O O ~ O
~ ® 2755 - - _ 2755 SHWT ELEV. 2754.7__ 5-' TT~ SEE SECTION BELOW. ~ ~ m ~
~ TEST PIT LOCATION ~ _ _ - i SECTION 2-2 VIEW SAND FILTER NOTE: PERFORATED PIPE SHALL BE L!- ~ w j ADS SINGLE WALL, WITH PERFORATION ~ U w
~ ~ WATER CLEAN OUT EDIMENT AT P N.T.S. PATTERNS PER ADS TECHNICAL O ~ rr
/ ( BOTTOM OF OND ~ ~ ELEV. 2756.00 NOTE TN 1.02, WRAP IN SOCK. ~ w ~ z
® ST ( ' 6" PERF PIPE iN, TOP OF WASHED STONE, ~ z = O
2750 2750 6" CLEANOUT, 6" WASHED STONE ELEV. 2760.25.
0+00 1 +00 2-F00 INSPECTION LAYER. PAVEMENT & AGG. BASE 4" CLEANOUT, INSPECTION PORT, ~ ~ ~ o PORT, 3 RED'D. BACKFILL / 3 REO'D. w
FOREBAY AND STORAGE POND -SECTION A ~ / ~cNVOC~v Q ~fi o
ST _ EMERGENCY SCALE 1 - 20 HORIZ.
OVERFLOW SCALE 1" = 5' VERT. ' 1 111% ~~%~t''~~~`~%~~`%%~1~%~ 6'~ PVC IN FROM POND 0 0 0
SOLID 6" RISER PIPE ~-~~1~%~.~~~'' 1 ~~~",'"'~~~%~"`~l%,',~~%~11 ' AND SOLID HEADER, 1` ~1 =~~~~1--~~a'~ 11 a~~'~~~% = 1~ =,~~''%'1 ~ ~ ~ I NV ELEV. 2759.75, ~
_ ~ 6" ELBOW 1~1) ~ SOLID 4" RISER PIPE ~ ~ N
~ `s ELEVATION 2759.75 ' - 30FT
2770 2770 2770 2770 2770 , ~ .0 50% ~ WRAP ALL SIDES OF SAND FILTER WITH 6oz FILTER
1%111' 111-11 FABRIC. SEPARATE WASHED 4" SOLID HEADER AND ~ 11`~~1~1~'~i~1~,1~11 „-11%x. 1~1 ~-~111~~111~~ 1 ~~1 X111 STONE AND SAND WITH FILTER m
PIPE OUT TO STM ~1~11~'%1~1%~=- t ~l1 ,1`11%1 i`11~1%1`I /1~1~~~1~ ~~1~11~11` 1111 FABRIC. 8
~ RETAINING WALL, SIDEWALK I RETAINING N ~ - S SIDEWALK REFERENCE REFERENCE r- RETAINING WALL, MH#11, INV. 2757.75. ~1) 11%111 ' ~ 11 ~111''~ 1 ~ c REFERENCE
_ _ STRUCUTRAL PLANS STRUCUTRAL STRUCUTRAL PLANS ASTM C33 SAND SLOPE BOTTOM AT 0.50 ~ BOTTOM OF SAND,
_ 2765 2765 2765 2765 \ 2765 INV. OF 4" PIPE. TOP OF SAND, SLOPE 4" PERF. BOTTOM OF SAND, g'o
ELEVATION 2757.75 ELEV. 2759.75 PIPE AT 4.50% INV. OF 4" PIPE. ~ ELEVATION 2757.90
"s,^.~~ -
~ ~ -1 SECTION 1-1 VIEW SAND FILTER ~
i ~ ~i 3 - N.T.S. w
FOREBAY AND STORAGE POND 20 1o a 10 20 ao i iii , 2760 _ 2760 2760 2760 2760
- m
- 24" STORM SCALE IN FEET 1 d 3 ~ _ ~-24" STORM
24
STO M DISTANCE 2
1' THICK RETAING WALL ° a - s _ GRADE OF FINISH PARKING 4. 2755 ~a ~ 2755 2755 k~ 2755 ELEV. A 2755
- ~ ~ a
~T aaa A aaoo~
a BOTTOM OF PO BOTTOM OF POND aa~a 6 DISTANCE 1 6 (a~~l'?'\~ ~
PVC SCREW PLUG 6.8' ~ ~ i ~ ELEV. 2756.00 ELEV. 2761.50 ~~t ELEV. 2756.00 ,-~a~ 1 1 ~ oai'~ ~ ~j
~o o Q ~ Q m
1oFr sTEEL ~ ~ 2750 2750 2750 2750 a. SUPPORT POST 2750 ELEV. B z o w
0+00 a FOREBAY AND STORAGE POND -SECTION C ~o~ao 0 0 0 ;o o c~ o ova ~z a
S.S. OR ALUM. 6" PVC TO SAND FILTER FOREBAY AND STORAGE POND -SECTION B '10 N B ~CaCa° aa)aaa' aaa ~aaaa `~a ~ W ~ Q o °z m„ ~ sO
WIRE TIES AT 1.79%, 28 LFT. SCALE 1" = 20 HORIZ. ' a`a SCALE 1" = 5' VERT. SCALE 1" = 20' HORIZ. It ~ 'O N ~ ~J
4 MODIFIED SCALE 1" = 5' VERT. °(n m2t°DVC~c Fs
PERMANENT WATER DRAINAGE AREA 1 ELEV. 2760.25 j ~ DISTANCE 3 ~ a ~ v ' ~i N ~
' DRAINAGE AREA 2 p p BLOCK WALL ER LAN A F-~ osod~XQ OZ cN-QaNp ii PER PLAN z ~
12" ~ TOP OF BASIN 4 RAISED 0.50' ELEV. 2757.50 2-8" PERF. PIPE ON SURFACE
NOTE: PROVIDE AND WSTALL p A IN A 1 P IN 7 OP OF BA51N g ^r
a- PER MANUFACTURER, BOOTS TO OF SED. B S 4 RAISED 050 T a 0 TS a FOR 3 PIPE PENETRATIONS, WEIR ELEV. 2757.00 / ELEV. 2757.50 cv ~
SOIL ON TOP OF LINER. TOP OF BASIN 6" ELEV. 2757.50 w w 1~ a 3
a EXPOSED LINER. BOTTOM OPEN a , t' SECTION A-A
1't/~1t~t , LINER ON TOP 11~.~1~ ~ tt,~~~ ~ 2 1 1' ~ ~ N.T.S. ~a w w ~a
1NV = 2760.25 , ~~~~~1 ;~~~~~1~ ~t OF SOIL. 17.5 ~ FOP OF SAND / ~t-- PVC LINER.
111-x,11=11~~:, ~ LEV. 2755.oat , NOTE: ALL TO BE 6 PVC PIPE t~11~--,%1~.`,~~~111-1~ 6 `~~~111''" i %1' ~Ilt/11 ~ 1,~,~',ii%~II- ~ 11 ~ ~ ~ =111%'%~ 12.5' 1 ~ ; _ ~ ADDED NOTE ~ ~ TABLE 1
1i1-1 PERFORATED PIPE SHALL BE ADS ~ ~ 1 1~11a~1~~ p o STORM WATER ELEV. A ELEV. B DIST. #1 DIST. #2 DIST. ~3
0 IFICE OUTLET DETAIL 1 ADDED ,,~,,;;1~,11,1,,,,/, -,,11/,, 1(~/~i1 R 3 REVISION 3 RECONFIGURED ,tom/t~ 4.5' .-111. ~ - , ~ , ~ -111,/ I ,"'~111~ SINGLE WALL, WITH PERFORATION FACILITY ' 1- PATTERNS PER ADS TECHNICAL
INFILTRATION BED TO SAND FILTER ~Ilt~ 6„ ~"111";tip '2:5' ~t,1~~" WET BASIN 4 MODIFIED 6.' :~~L~ z.s_ - - ,~~,~1 1 I i~j i/,t ~%i1 NOTE TN 1.02 FOREBAY & 2762.50 2762.00 12' 18' S'
N.T.S. t'1/~- /1--1/ 1 RAKE THIS AREA SMOOTH, <<~r~ 1,/111// 11 ~ it , "%111, 1~ 1/-11 '~~1~~% STORAGE POND
1,> 30mi1 PVC LINER, 111 t~1""`1%111--_ .11%111 x/11 1111 1' REMOVE ALL STONES > 2 . %~1~11 1,'111 X11%11 111'"---111-'1~ ~11~~~~ ~ -111%1~'~ ~ ~
DRAINAGE AREA 1 ALL SIDES of SAND 111 it1., 11 /111, FILTER. ~ 11% ,III%It it/' ~ 1~1~/ tip,-,;~1~ EMERGENCY OVERFLOW DETAIL ~ Q ~
DRAINAGE AREA 2 4" TEE AND SOLID VERTICAL RISER LINER ANCHOR DETAIL FOR 9. ' 120.0" ~ PERFORATIONS N.T.S. ~ ~ ~
PIPE WITH CAP FOR INSPECTION PORT. ASTM C33 SAND, TOP OF VERTICAL RISER, CAP SAND FILTER DIRECTLY ON LINER. ELEV. 2753.501 i ~
ELEVATION 2757.25, 4 REQ'D. 3 ADDED 4" PERF. PIPE IN SOCK. _LEV. 2753.501 ~ ~ W ~ ~ a
2 RUNS, 77 LFT 8" PERF PIPE, N.T.S. „ di
PLACED ON TOP OF SAND @0.25%, 4" INV. ELEV. SECTfON D-B VIEW 20 10 0 10 20 40 CAP END. 2753.50 3 ADI W ~ 4" & 8" PERF. PIPE. ~ ~ ~ - 3 ADDED 120.0°' ~ ADDED ~ 4 ~ ~ O
FT 6" I 108 LFT 6° 6" CLEANOUT SAND FILTER 2 L SOLD INV. 2752.55 0 ~ ~a
PIPE @ 0.50%. SOLID PIPE @ N.T.S. 4 MO MooIFIED PERF. PIPE DETAIL FOR ~4 MODIFIED Q Q ~ Q ~ w
SCALE IN FEET o.50%. 8" INV. ELEV. 2754.81 107.50'
10 LFT 6" SOLID SAND FILTER ; ; ~ ~ ~ ~ ~
w ¦ I 9.5' 9.5' i7.5' _ o PIPE @ 0.50%. N.T.S. z z STE FROM r .1 ~ o ~
~ li G _ Q ~ ~ 6" CLEANOUT I INV. ELEV. 2752.50 ~ ~ W r~~
_ ~ G INV. 2753.09 ~ ®o-... 22.5' ~ `o` ~ ~ ~ W ~
1 Q~~ as
ou~i ~ , / 15" DISCHARGE Q ~ BYPASS STRUCTURE ~ ~ - ' TOP/RIM ELEVATION 2757.85 ~ ~ ~a o~P~ ~ ~
F R ARY ~ ~ 0 EB / ~ ~ 11 SYD CLASS B _ ~ I 15" TO DISCHARGE ~ W ~
o } SEDIMENT BASIN c~ ss` '--t' ° 4 RAISED 0.50 z m 1 RIP-RAP SPILLWAY 24" BYPASS ~F~ 0 ,INS ~ ~ ~
_ ~ 2 RUNS, 67 LFT 4" 8" INV. ELEV. 2755.00, ENDS OPEN & ELEVATION 2757,00 12 FROM ROOF DRAINS ~ 6" FROM SAND F TER Y Q ~ 1 PERF. PIPE IN SOCK @ PROTRUDING INTO SEDIMENT BASIN. OVERFLOW WEIR, INV. ELEV. 2755.68 I ~ ~ ~
o ` / 0.50%, PLACE ON LINER ROUNDED TOP. o~ .a
m ry BEND & 4X6 ADAPTER 4" SOLID ELBOW, RISER SEAL PIPE/LINER PENETRATIONS PER
o ~ TEST PIT LOCATION INV. ELEV. 2753.15 AND CLEANOUT. CLEANOUT MANUFACTURERS RECOMMENDATIONS, / CAP AT ELEVATION 2757,25 mo / / ° 9; ~r ,
~o / _ N SO PERIMEI~,R OF B N, 6,00' ARCHED MORTAR & BLOCK WEIR W
P T H. SAND FILTER -PIPING RETAIL S LE SOD E9 3 ADDED 6" FROM 24" TO POND MINIMUM OF 8FT. LINEAR LENGTH
~ , ° SCALE 1 = 20 5FT SAND FILTER WITH ROUNDED TOP.
/ 2765 276 ELEVATION 2755.00 5FT
~ TOP F POND TO OF WEIR WIDE WEIR, FLAT WITH w / „I ~ ~ ~ 12 ROOF BE'~AINS ELEV. 2757.50 27 7.00 ROUNDED EDGES, P ° FOREBAY 4" PLAN WEIR ELEV. 2761.50 12" FROM ROUNDED TOP
~ >I I ~ ° ~ I ° e 6.00' ~~~,~e ROOF DRAINS
n. I TOP OF SAND TOP OF AN S i / 2754.81 2755.00 4" C.O. I AN ~~J~O~`J INVERT AND SIZE ~
- - - - - SAND FILTER / 2757.25
N SEE DETAIL THtS SHEET I / TOP OF SAND FILTER, SEDIMENT AT - - i ~ 2760 SLOPE 0.25% 2760 0~ ~`0 30" PER PLAN o~~~~ oo, LEVATION ~ ELIMINATED TUBE
1 S / / / / 30"
I ~ / 8" PERF. PIPE o ISSUED FOR: DATE: BY: fi
c~ I I; t t ~ ® / t l - o I ~ 1 SHWT APP. COMM. 08/15/07 CJC ~
1 1 / 0 a / t / 2752.25 / 1 REVIEW 10/31/07 CJC APP. COMM. 01/18/08 CJC ~C
o / , / 2~ I r - ~ / / ~ 2755 - _T 55 9 - REVIEW 03/25/0$ CJC S
a / / I ' „ 15" TO DISCHARGE o ~ - I / - Y - 6 FROM SAND FILTER PC 07/03/08 CJC ENG REVIEW 07/10/08 CJC ~
o ~ t INV. ELEV. 2752.35 WATER INV. ELEV, 2752.50 I`~ / - / 2~ 5FT WEIR TO FOREBAY
~ / t TABLE a ~ ~ - - EJIW V 4882-3 FRAME AND GRATE CAST p
~ .e ~ ~ ! n~~~ r 2751.00 iniTn i in nF nnnnfni ~ ~roetmir nnin
4 I tKr. NI t GRATE FLUSH WITH TOP OF MANHOLE). M,'M"\~~~\~\,,, M, Nj JOB NO.
00 1 @ 0.50% 00 / 2750 2750 00
w cf) 0+00 BOTTOM OF SAND FILTER BOTTOM FOREBAY c D o SLOPE AT 0.50% 4" ELBOW ELEV. 2753.50 CDW200901 E
z L ELEV. 2753.15 ELEV. 2753.50 F O R E D AY Y BYPASS STRUCTURE DETAIL-VIEW FROM Q~ "OREBAY BYPASS STRUCTURE DETAIL BYPASS STRUCTURE DETAIL
WET SHEET ET BASIN
° SAND FILTER - SECTION A SAND FILTER A 3 ADD 3 ADDED ° I ED 11 , SAND FILTER A3 ADDED
a SCALE t = 20 HORIZ. 1 =2 ° SAND FILTER 3 ADDED SCALE 1" = 5' VERT, 4 RAISED 0.50' 1„y2, TO APPLY STRUCTURE; #7 C-2.1 0 N.T.S.
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~ ~ I ~ - - ~ - ~ ~ APP. COMM. 08/15/07 CJC
~ ~ A ~ ~ ~ ~ ~ REVIEW 10/31 /07 CJC y- ~ ~ APP. COMM. 01/18/08 CJC <C
O ~ ~ ~ / . ~ ~ I ~ / ~ REVIEW 03/25/08 CJC
/ _ ~ PC 07/03/08 CJC
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SITE UTILITY NOTES U U U U ~ ~ ~ ~ ~
U U U U m
1. ALL FILL MATERIAL lS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.
2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. W
LEGEND 3, SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 6" PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP 6" O ~ z
PVC SDR26 PER ASTM D 3034, ui
DESCRfPTION EXISTING PROPOSED 4. WATER LINES SHALL BE TYPE K COPPER, ASTM B88 OR PVC, ASTM D-2241, SDR 13.5. 8" WATERMAIN TO BE D.l. AWWA C151, PRESSURE CLASS 250. z 0 4
BUILDING ~ ~ 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. ~ ~ I 30' 15' 0' 15' 30' 66' o z
6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 24" VERTICAL CLEARANCE (OUTSIDE CURB AND GUTTER EDGE OF PIPE TO OUTSIDE EDGE OF PIPE}, IU z ~ o
~
PROPERTY LINE 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3'-O" COVER ON ALL WATERLINES. 2 ADDED NOTED X26 & X27 8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING SCALE IN FEET o ~ z w o
PROPERTY EASEMENT AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON ~ ~
BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS GAS MAIN G G REQUIRED TO PROVIDE A MINIMUM OF 24" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA ~ ~ W W ~ 0 ~
O I- Uj ~ ~
OVERHEAD ELECTRIC E E c-151) (CLASS 50}. 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. Uzozw W ~ ~ D
UNDERGROUND ELECTRIC UE UE 10. TOPS OF EXISTING MANHOLES SHALL BE RAISED/LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED
PAVEMENT/GROUND ELEVATIONS. UNDERGROUND TELEPHONE -----UT UT 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. OU~U
STORM SEWER 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 1-UmU
13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. SEE SHEET 3,1-3.3 FOR PROFILE & DETAILS ~ o ~ w
CATCH BASIN D ce C6 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES (TOWN OF WAYNESVILLE) WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. W~rW> - o Uw
- o~Q~ CONTRACTOR SHALL CONTACT NC ~ W ~ z
STORM MANHOLE ~ ST 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS iS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS ONE-CALL CENTER @ ~ ~ ~ ~
SANITARY SEWER TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT 1-800-632-4949 FOR LOCATION OF z ~ o
SANITARY MANHOLE s(~ O FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ALL UTILITIES, AT LEAST 72 HOURS o ~ o
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PRIOR TO BEGINNING CONSTRUCTION. ~ N ~ ~ ~
SANITARY CLEANOUT O 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR CO UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR -NON Q
GUY ANCHOR °cA ° TO STORE POSSESSION. GA 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. ~ 07 ~ I~
x-000
18. UTILITIES SHOWN AS EXISTING IN PUBLIC R W WATER, SEWER, STORM AND THE ROADWAYS THEMSELVES ARE NOT GUY POLE ~ P / ( } ~~'~I' NEW 4' DIA STRUCTURE, CONSTRUCT c CONSTRUCTED AS OF THIS DATE. Li!,II OVER EXISTING 24". ~ ~ d- 1~ N r- W
19. PRECAST STRUCTURES MAY 8E USED AT CONTRACTORS OPTION, SUBMIT SHOP DRAWINGS FOR REVIEW APPROVAL. ~':~'',il ~ RIM = 2758.Ot 3 ~ WATER MAIN / ,;n \ _ 1 ~ ~
20. STORM PIPE SHALL BE ADS N-12, SMOOTH WALL EXCEPT FOR 6" WHICH CAN BE CORRUGATED. ~ INV - 2751.45 , . ~
21. EXISTING STRUCTURES TO BE REPAIRED AS NEEDED AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT ~ ~ 42 LFT15" STORM @2.14 FIRE HYDRANT f~ ®i ~ P i AND DEBRIS. mi ROVIDE CITY i, ,a. i r m
WATER VALVE D4 ~ 22. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS ~ ~ ~ T 3 APPROVED I~ r. ,_.r~
RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING ~I s ~ ~,y TAPPING SADDLE & CORP VALVE ~ POWER POLE © CONDITIONS OR BETTER. ;
23. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. ~I I I
ELECTRIC OUTLET ® 24. ALL STORM SEWER MANHOLES SHALL BE FLUSH WITH PAVEMENT/GRADE, AND SHALL HAVE TRAFFIC BEARING RING & ~ i r ~I ~ REMOVE WATER MAIN STUB TO
~'I~~ OVERFLOW STRUCTURE I ~L COVERS. LIDS SHALL BE LABELED "STORM SEWER". u~~~l ~ ELECTRIC MANHOLE~METER © 0 li; ~ ~ U I 1 OUTSIDE OF BUILDING R
25. ALL S70RM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. ~ ~ ~ 3 it 26. SANITARY SEWER TO BE PRESSURE TESTED WITH AIR 5 PSI FOR 5 MINUTES, WITHOUT LOSS. SANITARY SEWER TO BE I Gam, ~ FOOTPRINT, REPLACE CAP, AND y ~ POUR THRUST BLOCK. H
` ~ MANDREL TESTED 30 DAYS AFTER INSTALLATION WITH A 95% DIAMETER MANDREL ~ Iii G
27. ALL WATER MAIN TO BE HYDROSTATICALLY TESTED AFTER INSTALLATION, 200 PSI FOR Z HOURS WITHOUT LOSS. 1 HYDRANT, 4``•. ' U
's r G-~` ca REMOVE WATER MAIN STUB TO HYDRANT , G
LOCATION INSTALL HYDRANT TEE AND ' t `~G . ? ~ 1 r r ~ a''„a CONTINUE 8" MAIN TO BUILDING. UTILIZE ;1~~
45 DEGREE BENDS TO CHANGE ~~e EXISTING
ALIGNMENT. 1 ~ ~ TOP OF INVERT PIPE ® ~ ~ ~ HYDRANT .r~~
PIPE p ~ ~ STRUCTURE STRUCTURE INVERT ERCENT 2 , , PROFILE CASTING ELEVATION LENGTH , ~ 1 ~ ~
~ , NUMBER TYPE ELEVATION IN SIZE/TYPE SLOPE ELEVATION OUT FEET ;I1 ~ ~ 1 ~
( ) <I ~ ~ i WATER METER ~
2 ELIMINATED PIV. ~ ' P TAI 1 CATCH BASIN 2761.42 - 2757.40 - 12 ~ ~ ~ , ~ ~ IT, SEE DE L f r°
I ? ~ 2" WATER ON SHEET C-3.2 f r I I ? SERV CE
1 - HDPE 0.50% ~ r t 1-2 9 ~ ~ t t o ~ ( o
f'' f t , ~ I
„ ? ' , _ r ~ 0 A N 761.40 2757.35 2757.30 f ~ 2 CATCH B SI 2 12 ' r
t t STORM o I t ~ UQ
1 _ _ ' r r PROFILE #5 2-3 72 HDPE 0.50% ' , 1 0
r , t t 8 WATER U ~z m~ ~ s
„ ~ SERVICE , - - 3 CATCH BASIN 2761.40 2756.94 2756.89 12 t t mZN~ C
'a ~~y i ' 'O N`~N ib
, 1 5 i1 E _ _ _ 1 , 8 fit I 3 4 9 HDPE 0.50% ~ ~ ,I , sa• o II W a0 ~ FOR ELECTRIC CONDUIT TO ~ U / I o z N N N ~a ~
9 9 3 SIGN, REFER TO ELECTRICAL ~ ~ ` z z ~ a ~ LL 3
' r ~ O 9 3 s 4 CATCH BASIN 2761.40 2756.84 2756,79 - - t, aye 12 1 d a sp 5~ Nb~ DRAWINGS /
61 Iv , a 1 0 0
10 1 ~ r - - - 120 HDPE 0.50% , ? .3 4 5 ~ 5 0 ~J , U / I~
roR ~ P OFIL ~ 0 l
~ TELCO & a 5 GRATE INLET 2761.47 2756.20 2756.15 - 15 - ~ ` o GA5
~ SERVICES FF=2763.00 VAN O ~ 4 I ~
1 ~ " 5-6 2757.24 - 42 HDPE 0.24% a
~1
® /u~ ° 6 MANHOLE 2762.35 2756.05 2756.05 - 24" - e ~ ~ ~
4 ADJUSTED INVERTS q [;'l a c ~ ~ ' ~ l ' 1~' ~
1
6-7 2756.05 - 14 HDPE 0.35% ~ l~ i
4: { EXISTING ~ ~ / ~
7 MANHOLE 2762.48 2756.00 2756.00 - 24" - 4 ADJUSTED INVERTS ~ HYDRANT ~~I ~
1
7-8 - 2756.00 22 HDPE 0.00% ELECTRIC TRANSFORMER w 11~~ ' ~o~o
0 0 ~ ' W~~ ~
1 8 END SECTION - - 2756.00 - HDPE - ® C.o. #3 4 ADJUSTED INVERTS ® ~ C.O. #3 FOR ELECTRIC CONDUIT TO a II~ ~ H ~
9 GRATE INLET 2761.60 - 2757.60 - 12" - E 1 POND FOUNTAIN, REFER TO g' ~ ~ ~ ' ~ ~ ~ ~ ELECTRICAL DRAWINGS o ~ l' ~ / ' I ri 0
2 co 9-5 - 72 HDPE 0.50% 4" IN . @ °P~N o P ~ ~ l r`-~ ARKM ' ' '
® ILTER, 2757.75 SANITARY ~ ADDED AN FI ER ; II ' W ~ ~
w ® W 6" SANITARY ~ 10 GRATE INLET 2762.04 - 2756.38 - 12 - ~ 30LFT 4" @ SERVICE BERVICE SAND FILTER, SEE ~ ~ f jl ~ ~j ® ~
Q 4 ADJUSTED INVERTS 4 ADDED ~ 7~ a DETAIL SHEET C-2.1 1 ry a U ~ 4,+-I H
~ 3 10--6 - 90 HDPE 0.37% 4" INV. @ ~ ~ ° N 7 Ir ~ ~ Q ~ ~ v ` 6 I V. ~ FILT , 2 59. 4 A DE S ORM PRO IlE ,~2 9 l ~
~ r MH#11, 2755.50 z ~
g~ 7 MANHOLE 2762.48 2756.00 2756.00 - 24" - C) I ~ I ' a-i
Q~ 4 ADJUSTED INVERTS 11 ORIFICE OUTLET, SEE ~ ~ \ , ~ \ \ ' I O o ~ DETAIL SHEET C-2.1, ~3 OV D ~j
~m 4 10 0 7-11 2756.00 142 HDPE 0.45% s~ 10 INV. AT WALL 2760.25 l' " . ' Q ~ ~ W
ST RM P ~ ROFIL f r r
Y a ~ ~ o~ 11 MANHOLE 2762.88 2754.36 2755.26 - 24 - ~ ®
o~ m / C.O. ~2 d. 2 TOR PR F O ' 1~ ~ ' ! ~ ~
00 4 ~ U
w o 11-12 42 HDPE 0.24% C.o. 1 ~ ~ # ~ ( ~ W
~ 12 ® ~p EXISTIN EXISTING ~ ~ ~ r ~
~ 4 12 END SECTION - - 2755.16 - 24" sANITAf MANHO SANITARY ti.J MANHOLE 2" CONDUIT FOR ~ ~
FOUNTAIN POWER, REFS ~ ~ O
W ~ POND RETAINING WALL -
o J d © DETAIL, C-2.0. LOCATE s -o- o " 7FT FROM BEND IN WALL. ~ - ~ I~
~ 0 ~ ~ ~
O I - - - c~
r~ _ - - I`~- z
U i 2 MODIFIED SANITARY INVERTS AND LENGTHS
- ~
- ~ ISSUED FOR: DATE: BY: Z 7 -
N 0. - - - - - _ ---,-____~___^REMOVE EXISTING STRUCTURE ~ ~ j ~ APP. COMM. 08/15/07 CJC ~
O I AND BULKHEAD SEWER LINE WITH-- 5-~_ ' ~ REVIEW 10/31/07 CJC
~ TOP OF INVERT PIPE PIPE PERCENT STRUCTURE STRUCTURE INVERT LENGTH MORTAR AND BRICKS. , - , ~ ~ APP. COMM. 01 /18/08 CJC 4 REVIEW 03/25/08 CJC ~ ~ PC 07/03/08 CJC
r CASTING ELEVATION , NUMBER TYPE ELEVATION IN SIZE/TYPE SLOPE - - --I - ~ ENG REVIEW 07/10/08 CJC.
~ ELEVATION OUT (FEET)
n
EXISTING MANHOLE EXISTING, INV 2754.28 (VERIFY) CONSTRUCTION DROP MANHOLE, 6" IN = 2756.90 N
00 - _ - - _ - - _ - _ - -
00 - - ---------r--- 00 C.O. # 1 CLEANOUT 2762.50 2757.10 2757.10 20' 6" PVC 1.0% o ti - - - - I JOB NO - - - - - - . -===f-1 CDW200901 E
Q ~ C.O. 2 CLEANOUT 2762.50 2757.41 2757.41 31' 6" PVC 1.0% 2 -1~ _ SHEET Cl)
o
3. 0
3 . o0 C.O # CLEANOUT 2762.95 2758,00 2758.00 59 6 PVC 10% cy- i
a- U 0

UUUU
~ ~ ~ ~ } UUUU m
i W
O _ H O
O + ~ ~ z
t o ~ O Q
a = 2768 ~ ~ - ~ ~ 2768 2768 0 - 2768 M ~ ~ o z
zo M w ~~o°o~ ° a ! z ~
d' (n ~ r ~j I t-d'O~ O ~ ~~~in I O ~ ~ i Q O
Z~~N -i~c~cot~ ~ II I I I ~ - d - o ~ z
mNNa Z~~~N ~~zz RETAINING WALL ~NNN~ O qtr-_ O i ~ 'SO w _ N w O ~ et ~ ~ ~ I--
~ - _ ~ - - - ~ 2766 2766 - - ~ 2766 z w w
2766 ~~zz~ + co I wo°'~ -~tI1N I ~ ~ o wc~vN II ~ ~ z (n ~ U
(r Q N I -~~N II a. O I- ~ cn ~~>j I o UW~W ~
+ + N II I wN~ II - ~ z i Q II ~ ~ _ ~ W ~
~ rQ- i EXISTNG GRADE z w z ~ ~ i ~ g z ~ z w cn ~ ~ EXISTING GRADE ~ ~ ~ z ~ ~ ~
N fn~i0 d' Zt>7 W~NN~tC) nj ~ Wd; N~~ I I ONd00 O U O U --~X---~ z ~ n ~n N 2764 ~ -i-- ~ ~ Q m ~
2764 2764 2764 ~O~O,~j Od~6~ z~Mt~~N ~~~r w W~,MM~ f-d'Ni~ I~I~f~ (I NNNN QUI ~ ~ U_
~~-~r:~ FI ISH GRADE ~NNNN~ it II II II U~ip W N N N q. I f1NISM RADE ~ III II N ~I ~ W >
~~r~N ~ Zt~DtnM / Z I II rr ~ 'ZZZ D~ zz~ zz O ~ d ~ - ~za.
~ II II II g ~ II II II - p ~ ~ > > > ~ ~ > > ~ w TEMPORARY WATER SURFACE z z z z ~ ELEVATION=2761,75 i w(nz
Utr__(n Urr-- ~ ! ~'-UU~
\ Og 2762 - ~ 2762 2762 2762 ---I viz =
-000
_ _ PERMANENT WATER SURFACE \\~\w -NON Q
~ ~ ELEVATION=2760.25 I
I ~(7OQW
_ 2760 2760 2760 ~ 2760 -
~-~N~w I\ ~
I
II ~ ~ ~
I i m
.2758 2758 2758 - 0 12~, 2758 ----I---- ~ i ~ ~
72 LFT 0.50% 12" I I o
- I 0, - _
i 42 FT 0.24% 15" I 90 LF7 0.37% 12"
0
2756 2756 2756 2756 - - - ~
I ~ o
I
1 LFT 0.35% 24" I m
2754 2754 2754 g LFT 9 LFT - 2754
0.50% 0.50% 22 LFT 0.00% 24"
12" 12"
2752 2752 2752 -
2752 - z
~ ~ ~ ~ ~ ~ a~ ~f7 0~ O o~ ° d` ~ ~ U ~
N N ~ ~ ~ ~ ~ ~ ~ CO CO CO ~ ~ ~ Q m I~ ~ ~ ~ z D W N
~ ~ ~ ~ ~ h ~ N N N N N N N N N N N N v
~Q
1+00 2+00 3+00 20+00 30+00 0 ~ ~ ~ ~ ~
C7 N d? ~V~~ ~
1 ADJUSTED INVERTS STORM STORM PROFILE 2 STORM PROFILE 3 Q~
STORM PROFILE 1 _ , SCALE ~ ADJUSTED INVERTS AND SLOPES, MH ~6, ~7, ~8. 'W SCALE ~ J o „m
SCALE 4 ADJUSTED INVERTS AND SLOPES, MH ~6, ~7, #8. HORIZONTAL: 1" = 20' HORIZONTAL: 1" = 20'
HORIZONTAL: 1" = 20' HORIZONI VERTICAL: 1" = 2' VERTICAL: 1" = 2'
VERTICAL: 1" = 2' ° VERTICe
N
2768 - W 2768
~
0 o ~ .z
o ~ w u~ ~ + -
Q zU13 ,-o~orc0jc~v ~t
~ - 2766 I 2766 0 0 ~ N ~ ~ o ~
~~(Ot0(t1 ~NNNd. Q ~ i '
4 A JUSTED INVERT AND SLOPES, MH #6, ~7, ~8. o N ~ ~ N N N N h_ O ZZZ Q O r-~
~ z z z EXISTING RADE 0~ I _ ~n~___ _ 276 - 2764 ~
~ ~i ° I UM I n
W~ i 2764 2764 F
I FINISH GR DE p II ~ - ~ ' I ~
wZ ~ I a ~ ~ ~ wQ~ o
U O I ~
276 o U ~ 1 I i ~I 2762 ~ ~ ~ ~
r 7 2762 z N 2 62 ~ II p EXISTING GRADE O ~ ~
R _ z - 6 FROM OND TO SAND ILTE i RE AINING WALL ~ -
FINISH GRADE 4 ADDED TO PROFILE
- W ~
~ 2760 ° z76o ~ ~ p v ~ w
Q ~ ~ s - ° ' W ~ w
~ 2760 ~ 2760 ~ ~
u 6" SANITARY z~ ~
\ i Q~~
Q~ - 2758 - I 2758 ® 1,~ ~i W ~
om I I ~ ~
z 4 2758 2758 ~
Y I O~ ( ~ ' U tp I ~
m li ~C ~
°o 2756 ! I _ 142 LFT 0,4 % 24" w° I ' - i 2756
42 LFT 0.24% ~ 0 24 ' W
2756 2756 I
- i
0 125 LFT 0.25% 12" W - ( ~ 3 ADJUSTED LE ADJUSTED LENG H & SL PE
0 2754-- - i 2754
~ ~ 12"' BUILDING LEADS, TNP.
I - 2754 I ~ 2754 v
z
I U w
i 2752 - - J 2752 -I
ISSUED EOR: DATE: BY: ¢n
° 2752 2752 N APP. COMM. 08/15/07 CJC ~
n. o ~ ~ REVIEW 10/31/07 CJC APP. COMM. 01/18/08 CJC Q
I ~ N N N ~ REVIEW 03/25/08 CJC
~ ~ ~ ~ ~ ~ ~ ~ PC 07/03/08 CJC ENG REVIEW 07/10/08 CJC
~ N N N N I
J
, n, ~ nn e~~M S I ORM PROEILE___5 1 Exi / 1 \ EXTENDED PROFILE TO PICK UP ROOF DRAINS
~ 4Uy'VV Y I TVV '7L 7 VV ---L.-L" SCALE v
00 o HORIZONTAL: 1 20' JOB NO..W
STORM PROFILE 4 VERTICAL: 1" = 2'
a o SCALE 2 SHEET
QV HORIZONTAL: 1" = 20' E
~o 3 VERTICAL: 1' = 2' C-3.1
w~ D o a-
a~ a

UUUU
UUUUm CONTRACTOR SHALL CONTACT NC ~ ~ ~ ~ ~
ONE-CALL CENTER @
1-800-632-4949 FOR LOCATION OF ~
ALL UTILITIES, AT LEAST 72 HOURS °
PRIOR TO BEGINr~ING CONSTRUCTION, ~ z
o Q
o z
z ~ o °
~ w
o ~ z w o
I- Q
SEE CHART BELOW FOR THR UNDISTURBED EARTH WALL MAXIMUM WIDTH BEl THREADED PVC CLEANOUT PLUG, 3" ~ w d HEAVY DUTY FRAME AND COVER BELOW PAVING OR 1" ABOVE FINAL > o ~
/ CONCRETE VOLUME AND WITHOUT INTERFERING W/ LETTERS "C.O." CAST IN COVER z ~ cn U LANDSCAPE GRADING O ~ I- ~
~ j \~.r\\\r\~\\r\\r\\/\\i\\\~\\., \ \~,\\.\\v\\~ ~ CONTINUOUS REINFORCING WITH BOLTING OPERATIONS. / ~ / / a . ///~ij BARS AROUND PIPE FITTING GRADE SURFACE AWAY U z ~ W
° CONCRETE \ ~Q> 8„ MIN. FROM CLEAN OUT 1"IN GRASSY AREA ~ ~ ~ ~ 0" IN PAVED AREA z ~ Q ~
° , 'Y~ 12" MAX. U O ~ O
/Y, ASPHALT `a~FT F:. \ PAVING, ' ASPHALT OR CONCRETE a U O U PAVING, SEE SITE PLAN Q m
TRENCH WALL TRENCH WALL . j\\/\\/\~ ° W ADJUSTABLE HEAD ~ W j
r ~ \\/\\r 2'x2' CONCRETE COLLAR, 2500 ~ U w
~ ? ~ „ . , CONCRETE: U~QO= PSI P.C., 4" MIN. THICKNESS ~ z o
12" 12" w ~ z
\//fir R . NOTE; SEE NOTE; SEE APPLICABLE DETAIL w U U O uiz=i-
/i~// / it i FOR CROSS TEE 90° BEND \~\\i\\\/~~\%i\\%\\%~\~~\\'~~ INSTF FOR BACKFiLL AND BEDDING INSTRUCTIONS. ~ ~ ~
ALL BENDS SIMILAR #5 BARS ~ ( ) r\/. SIZE OF RISER PIPE PER LOCAL CODES o o ~ \\\\w
UPWARD THRUST BLOCKING DOWNWARD THRUST BLOCKING ill~l (I~II~ 45° BEND ~ N o N ~
~ CRUSHED STONE PER LOCAL CODES ~ ~ ~ o°Qo°o°oo of o00 00 ~ooo
\\\~\\\r\\\r\\\r\\\r\\\~\ UNDISTURBED EARTH WALL RI N A HR KI (SEE HORIZONTAL BLOCKING DETAIL) HO ZO T L T UST BLOC NG ALL BENDS SIMILAR ° oC?o~°$°~~l Igo oa~°°~
\ ( ) i ,CONCRETE , (BLOCKING HEIGHT GREATER THAN PIPE O.D.) ooOO °oa oo~// 0 0 °o° ~ O Z Oo ° a oa ~o°o p O0o d- ~ N ~ w
~ /~y/\y~y\\%\y\\j\`j\y/\y\~ (BLOCKING WfDTH BETWEEN 1 & 2 TIMES HEIGHT) UPWARD THRUST BLOCKING Oo0 p Q0o ~ o°°0 0 o o Oo ° D ~
r~/\ r / ~ , . / \ \ \ ~ REQUIRED SQ. FT. OF UNDISTURBED REQUIRED REINFORCING BARS & CUBIC YARDS OF P.C. CONCRETE CONCRETE° \ ( ° o //o° o°°°o Q° DIRECTION OF FLOW
e o p .o : EARTH WALL FOR REACTION BACKING 1 111 ° N - z., 90° BEND 45° BEND 22 /2 BEND /4 BE D Oop° o °-0 0~0D m
/ TYPE OF FITTINGS m
°.`m° \ PIPE CONC, REINF CONC. REINF CONC. REINF CONG. REINF x - m
o m ~ PIPE TEE & BENDS SIZE C.Y. QTY. SIZE C•Y• QTY. SIZE C.Y. QTY. SIZE C•Y• QTY. SIZE TRENCH WALL 4. \i SIZE PLUG 90° 45° 221 111 , \ /2 /4 6" 0.10 3 4 0,10 3 4 0.10 3 4 0.07 2 4 - o 0 0 0 0 ° oo a O 0 o O c o° ° °°oo ° o°°a° o
\ / / ~ \ 6" 3.0 3.0 2.25 2.25 1.75
/ 8" 0.20 4 4 0.25 4 4 0.10 3 4 0.07 2 4 8" 4.0 5.5 4.0 2.25 1.75 WYE PLUG WYE fF SERVICE LATERAL DOES NOT CONTINUE 16
NOTES: 0 m
CROSS WITH PLUG TEE WITH PLUG SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION N
1. DO NOT COVER BELLS OR FLANGES WITH CONCRETE 2. WRAP ALL FITTINGS WITH VISQUEEN. a is
3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH. SANITARY SEUVER CLEAN®OUT
4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS P05SIBLE. N.T.S. 3 m
NOTES: 5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED. 6. REACTION BACKING TABLE IS BASED ON 3000 P.S.I. AND SOIL BEARING PRESSURE
OF 2000 Ib./sq.ft. ADDITIONAL BACKING MAY BE REQUIRED {N SOME AREAS AS DIRECTED CLEAN-C CLEAN-OUT NOTES:
1. DO NOT COVER BELLS OR FLANGES WITH CONCRETE BY ENGINEERS. 2. WRAP ALL FITTINGS WITH VISQUEEN. 7. ALL CONCRETE SHALL BE 2500 P,S.I. A. CLEAP A. CLEAN OUT LOCATIONS INDICATED ON UTILITY PLANS AS "CO" FOR SINGLE CLEANOUT AND "DCO"
3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH. 8. 18" AND LARGER REQUIRES SPECIFIC ANTI-THRUST DESIGN. FOR FOR DOUBLE CLEANOUT.
4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE. B. PROM 5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED. 1. Z'' B. PROVIDE 6" CLEANOUTS AS SPECIFIED: 1. ZURN Z-1400 CLEAN OUTS IN NON-TRAFFIC AREAS AND SIDEWALKS
6. REACTION BACKING TABLE IS BASED ON 3000 P.S.I. AND SOIL BEARING PRESSURE V E RT (CAL THRUST BLOCKING 2. Z' 2. ZURN-1449 CLEAN OUTS IN LANDSCAPED AREAS
OF 2000 Ib./sq.ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED 3. Z' 3. ZURN Z-1400 HD CLEAN OUTS IN TRAFFIC AREAS WITH A "SERVICE STATION" TYPE MANHOLE,
BY ENGINEERS. N.T.S. 01 7. ALL CONCRETE SHALL BE 2500 P.S.I. OPW~104 A12 -DOVER CORP./OPW DIV, o ~I F=- o
8. 18" AND LARGER REQUIRES SPECIFIC ANTI-THRUST DESIGN. ~ rte-
~o ~ m ~ ~-y 3 ~ W ~n
F~ORIZONTAL THRUST BLOCKING zo v
N.T.S. Q d
O~ ~°ro ~ z ,oN ~ $
18"X36" METER BOX 24" DEEP otn `cZc06vc~
2" 1' J Q~ m~N ;3m
REDUCER F- J t0 >W Cm~N 3 OZ N hN~
W W i" VALVE 1a: o SIZE AS CALLED FOR ON PLANS z z ~ a °4
0. D. 0. D.
DIA. OF DIA. OF
SEWER DROP CONNECTION 'a
UNDISTURBED \ \\\i~ UNDISTURBED >~\\i\ \\\i~ ° 8" & 10" 8"
--~~'r~ EARTH OR ~ EARTH OR P COMPACTED 1 ->2 COM ACTED \ ~ EXPANDER CONCRETE DAM ACROSS 12",15" & 18" 12" BARREL OF TEE - 21",24", 27, & 30' 18"
FILL ~ FINAL FILL ~ FINAL HEIGHT EQUALS 1/3 36" & 42" 24"
\ BACKFILL \ BACKFILL 1" METER / - DIA. MAX. HEIGHT OF 6"
\ /
~ 3500 P.S.I. CONCRETE
PP METER BOX DETAIL PIPE \ z \ I E \ z \ SPRING io ~ SPRING co ~ N.T.S. FOR RIGID PIPE ' r, INSTALLATION. CLASS
LINE r INITIAL LINE \ INITIAL "I" BEDDING MATERIAL
\ BACKFILL ~ \ BACKFILL REQUIRED ON ALL DROPS FOR FLEXIBLE PIPE INSTALLATION. ~
\ GREATER THAN 2FT, '6:~• ~
~ HAUNCHING ~ )HAUNCHING r ~ POUR AGAINST ~ ~ ~ %6. c. C-' . o •;o;° UNDISTURBED EARTH
4" BEDDING : )4" BEDDING G \ ~ o
\ (MIN.) \~\\\i\\\i \ ~\\i\\\i~\\ (MIN. ) \ r\ r\ r\ r \
4" PIPE DIA. W 4" x 6" THICK "WATER" INSCRIBED 2 SQ ON LID S12" 0.0. OF PIPE + (12" TO 18") CLASS B CONCRETE PAD ~ ~ ~ ~
>12" > O.D. OF PIPE + 18" _ S_ L~PE SL_ OPE EXTERIOR DROP CONNECTION ~ ADDED DETAIL ~ ~ ~ ~
WATER LINE SANITARY SEWER \ `
N.T.S. N.T.S. NO SCALE 0 ~ ~ ~
VALVE BOX TO SUIT VALVE AND DEPTH OF BURY L1.= =I:I•i_:.I•. :a:_.r:.lr_:.° •.:\//\~//\~i ~W
_I 1 I_. ~ ~-1, ~ I I I-1_~-I ~ I-~ I /v/y GENERAL NOTES - =1~1=11i , II~l11=III /AAA/~AA~
III=_ ;III-1(I fl_III_, I11=)II~ v~/ivy!
w -III=1 ~;-Ill.i , _I I ~,i ,-,III- /i~~~ ~ 1. BEDDING SHALL BE CLASS I-A WORKED BY 6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN I i ~ I ((-I ~ 1=I \\j` WHO
Q HAND. IF GROUNDWATER IS ANTICIPATED BE CLASS iV-A COMPACTED TO 95% STANDARD ~ I = ~ ~ ~-1I I-1 ~ //VAVA
~ THEN BEDDING SHALL BE CLASS I-B PROCTOR. ii. ~AAVA ! COMPACTED TO 95% STANDARD PROCTOR MOD. TAMP BACKFILL ADJUST TOP SECTION ET TOP SECTION NOTE: ~ ~ ~ H
z ~ 7, ALL MATERIALS ARE CLASSIFIED IN TO FINISH GRADE NISH GRADE MUELLER FIRE HYDRANT 1, ALL HYDRANTS TO BE SET PLUMB W/ NOZZLE FACING ~ o ~ STREET UNLESS OTHERWISE SPECIFIED BY FIRE DEPARTMENT ~ ~
ACCORDANCE WITH ASTM D 2321-89. /\/\i 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE _ ' 1= - 2. ALL CONCRETE TO BE 2500 PSI P.C. CONCRETE 3. FIRE HYDRANT ASSEMBLY INCLUDES GATE VALVE AND ~
U I ~ i '=1 ~ I~'- ~ I - _ - I-Iii-~ , o ~ BY NAND TO ELIMINATE VOIDS AND SHALL BE CLASS 8. ALL MATER ALS SHALL BE INSTALLED IN ,~i i -I - ~ -III-I ( / MIN, CLEARANCE IS MEASURED PROVIDE 2' DIA, X 6" APPURTENANCES O ~ ~ W 3' MIN. OR THK. CONC. COLLAR
w _ i i ~-i z m I A OR CLASS I-B OR CLASS II COMPACTED TO MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE I-III=i ~ i ~ , - ~ = FROM BACK OF CURB IN ALL BOX TO BE LANDSCAPED AREAS (SHOWN) AROUND ALL VALVE ~
- ~ 95% STANDARD PROCTOR MOD. WITH ASTM D 698. CLASS III AND IV-A ; ~ i -I ~ I VALVE BOX TO BE Yd MATERIALS SHALL BE COMPACTED NEAR ,_II-- ~ o III III=///~/\\~ ENTIRELY SUPPORTED 'ELY SUPPORTED OTHERWISE MEASURED FROM AS REQUIRED BOXES
o ~ 3. INITIAL BACKFILL SHALL BE CLASS I-A OPTIMUM MOISTURE CONTENT. i= ~ - ~ ' =I1 //~/j~/, BY CONCRETE m ~ WORKED BY HAND OR CLASS I-B OR CLASS II VALVE BODY I =III= i ® e = //\\j/\\j/ BLOCKS OR BRICKS 1 ONCRETE DRIVE AISLES OR BOLLARDS BY LOCAL FINISH GRADE ~ ~ KS OR BRICKS TO CODE
~ SUIT. VALVE BOX COMPACTED TO 95% STANDARD PROCTOR MOD. 9. FILL SALVAGED FROM EXCAVATION SHALL BE _ / / ~ o = ~ o _ =1 l I MUST NOT BEAR ON NOT BEAR ON CURB `//~//~/~j//~ e~..//~/~%~/~//~//~/~ H
_ -I I i=1 I I I I 11_I I vv vv wo FREE OF DEBRIS, ORGANICS AND ROCKS VALVE OR PIPE. w o AR R THAN ~ I Ill I,//VA//VAS E OR PIPE. 6 CU. FT. GRAVEL VALVE BOX AS SPECIFIED BY CITY W
~ 4. INITIAL BACKFILL NOT UNDER PAVED AREAS L GE 3
~ CAN BE CLASS III COMPACTED TO 95% STANDARD PROCTOR MOD. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, WATER PIPE DRAIN-KEEP CLEAR 12" 6" M.J: GATE VALVE
~ # 12 AWG COPPER SHORED, SHEETED, BRACED, OR OTHERWISE TRACE WIRE OF CONCRETE W/RETAINING GLANDS
0 5. FINAL BACKFILL SHALL BE CLASS I, II, OR SUPPORTED IN COMPLIANCE WITH OSHA w III COMPACTED AS NOTED IN NOTES 3, AND REGULATIONS AND LOCAL ORDINANCES. (SEE GATE VALVE 6" D.I. M.J. TEE
~ 4. SPECIFICATfONS) o N.T.S. 8 MIL POLY- °
a ETHYLENE LINING ~ q..°
BETWEEN CONC, , a U & DUCTILE IRON ° ~ ~
UTILITY TRENCH AND BEDDING N (TYPICAL) ° ;q.4 ~ /o\~~ ~ ,a°
~ N.T.S. ! v
i ~ RETAINING % SUPPORT . RETAINING \j ~
/ GLAND \ . ' ' ` \ GLAND ° REFER 70 THRUST BLOCKING ISSUED FOR: DATE: BY:
~ 1 0 DETAIL FOR THRUST BLOCKING / APP. COMM. 08/15/07 CJC ~
N N TE: 0 REQUIREMENTS REFER TO THRUST BLOCKING REVIEW 10/31/07 CJC DETAIL FOR THRUST BLOCKING APP. COMM. 01/18/08 CJC <C
REQUIREMENTS REVIEW 03/25/08 CJC
0 TRACING WIRE AND TAPE REQUIRED FOR ALL WATER MAIN° U FIRE HYDRANT ASSEMBLY EICVG REVIEW o7j°ojoa c c
I H N.T.S. ~
N
Ln 00 JOB N0.
00 ..Oc CDW200901 E 4
WV) CD 0
Q~ Z / Q~ SHEET
~O E
O Wz ~-3.2 ro 0
Oa
a~ 0

,.A,> U U U U ~ ~ ~ ~ }
„A„ I CONTRACTOR SHALL CONTACT NC U U U U m
ONE-CALL CENTER @ u~
CORNER BARS -SAME SIZE AND SPACING AS 1-800-632-4949 FOR LOCATION OF ~
HORIZONTAL BARS NEENAH CC CORNER BARS -SAME ALL UTILITIES, AT LEAST 72 HOURS ~
EJIW 7220 REINFORCEMENT SCHEDULE, BASE R-4826 SI; SIZE AND SPACING AS REINFORCEMENT SCHEDULE, BASE HORIZONTAL BARS SECTION PRIOR TO E3EGINNING CONSTRUCTION. o z
M3 GRATE SECTION H~ Q
2, D„ „A" 4's @ 6" E.W. „A" #4's @ 6" E.W. o z
PROVIDE RINGS 10" z ~ B.. #6's @ 6" E.W. O O
AND OR BRICKS AS 9D 6'S @ 6" E.W. / B # NECESSARY 2'_0" w w 10"
P TABLE OF 'W' DIMENSIONS 90° TABLE OF 'W' DIMENSIONS o J z
PIPE PIPE T~~ ~ Q O
' SIZE SKEW OF CROSS DRAIN SIZE SKEW OF CROSS DRAIN ~ w SINGLE STRAIGHT 30° 45° ~ O ~
b SINGLE STRAIGHT 30° 45° _ _24" 4'-0" 4'-0" 4'-10" _24" 4'-0" 4'-0" 4'-TO" EXTERIOR FACE DF WALL ~ ~ ~ Imo- ~
30" 4'-0" 4'-7" 5'-8" z ° 30» 4'-O" 4>_7~~ 5'_8" U W w o
36" 4'-0" 5'-3" 6'-5" ` 36" 4'-0" 5'-3" 6'-5" METAL DOWNSPOUT ui ~ Q ~
CORNER BAR 0 42" 5'-3" 5'-11" 7 -3 b I „A.. - I 42" 5'-3" 5'-it" 7'-3" O p ~ O
~ 48" 5'-10" 6'-7" 8' 0" CORNER BAR 48" 5'-10" 6'-7" 8'-0" EXTEND DOWNSPOUT ~ U m U
PLAN 60" 7'-D" 7'-10" 9'-8" x x „A" 60" 7'-0" 7'-10" 9'-8" THROUGH CAP U w DOUBLE FOR "A" SECTION ONLY ~ w j
a DOUBLE FOR "A" SECTION ONLY Q ~ 24" T-D" T-10" 9'-5" ~ PLAN U 24" T-0" T-10" 9'-5" SCHEDULE 40 PVC CAP o U w
z 30" 8'-2" 9'-2" 11'-0" z 30" 8'-2" 9'-2" 11'-0" LDDSE FIT (ND ADHESIVE) ~ ~ ~ ~ CUT TO FIT DOWNSPOUT w ~ z
~ 36" 9'-4" 10'-6" 12'-6" r- ~ 36" 9'°4" 10'-6" 12'-6" o
0 42" 10'-6" 11'-10" 14'-2" ~ w w 42" 10'-6" 11'-10" 14'-2" ~ o w O O O
~ 48" 11'-8" 13'-2" 15'-10" X X Q Q Q Q 48" 11'-8" 13'-2" 15'-10" m~ SCHEDULE 40 PVC PIPE ~ z ~ ~ } z RED SCHEDULE FDR SIZE o o a
g ~ - REINFORCEMENT SCHEDULE, WALLS m ° REDUCER FITTING ~ N ~ ~ ~
o P N RETE z REINFORCEMENT SCHEDULE, WALLS o P.C. CONCRETE z I .G. co c o ~ 0 NON Q SECTION WIDTH ("W") HOR. VERT, o
~n ~ ~ ~ U „ u w ~~~r
w ~ ~ SECTION WIDTH (W) HOR. VERT. ~ 4' ~4's @ 9" #4's @ 10" O O O
„N„ „N,> ~ ~ o a FINISHED GRADE ~ >.A,. BETWEEN 4' & T ~6's @ 9" #4's @ 10" ~ ~ N ~ W
w 4' #4 s @ 9" ~4's @ 10" w x = ~ FOUNDATION LINE ~
_ _ „A„ _ ~ BETWEEN 4' & T ~6's @ 9" #4's @ 10" z ~ GREATER THAN T ~5's @ 4 1/2" #4's @ 10" r~
0 o b o I w I w _ • ~
= GREATER THAN T #5's @ 4 1/2" #4's @ 10" in _ M 4' #4's @ 6" #4's @ 10" m z ~ ,~8.. o
z "W" 4'-0" MIN. z W (4-0 MIN. : O o z ( ) O o _ ' = BETWEEN 4' & 7' ~6's @ 6" #4's @ 10" ~ o
„W„(2'-0")MIN. ~ ~ .
wo z „B" ~o z STRUCTURE 33 v, i o BETWEEN 4' & T ~6's @ 6" #4's @ 1D" I o TABLE OF "T" & "N" DIMENSIONS a
~ m N ~ „N„ m o ,.N., ~ • w „ „ w SECTION WIDTH ("W") "T" "N" "D"
~ cn TABLE OF T & "N DIMENSIONS ~ ~ W ~ BETWEEN 4' & 7' 6" + PIPE THICKNESS 8" 6" m
~ m ~ m a SECTION WIDTH W" "T' "N" "D" Q ' >A„ h
( ) Q~ GREATER THAN 7' 6' + PIPE THICKNESS 8" 8" m
Q\Q ! I Q\ c~ I I \ti ~t BETWEEN 4' & T 6' + PIPE THICKNESS 8' 6 ~\ti 4' 6" + PIPE THICKNESS 8" 8" SCHEDULE
a '~B" D~WNSPDUT PVC PIPE m
i~ GREATER THAN 7' 6" + PIPE THICKNESS 8" 8" _ ~i , BETWEEN 4' & T 6" + PIPE THICKNESS 10" 8" WITH BELL
~ ba 'om oa 1'-0' ~ ~ FLOW DIRECTION cv ~ FLOW 4' 6" + PIPE THICKNESS 8" 8" 1'_0' N ~ FLOW DIRECTION N ~ FLOC FITTING FLOW REINFORCEMENT SCHEDULE, TOP 4"x4" or 6" 12° DIA,
N ~ v7i DIRECTION "B" umi ~ DIRECT ; DIRECTION
• BETWEEN 4 & 7 6 + PIPE THICKNESS 10 8 DIMENSIONS STEEL SPECIAL PATTERN 5"x5" 12" DIA,
~ \ \ r \ \ r ~ y\\%\\%\\%\~%\\%\~/\\/\\j\~/\\ \ \ \ REINFORCEMENT SCHEDULE, TOP /~//i//i/\/\/\/\/\/\/\ i i i//i//\//\//\//\ W1 = T OR LESS #4's @ 8" E.W. DIAGONAL @ COVER 8"x8" 12° DIA,
/ //.r ./i /i./i./i\//,\//,\//,\/, W2 = T OR LESS #4's @ 8" E.W. DIAGONAL @ COVER 9°x9" 15° DIA,
COMPACTED 1'-0"'N" "W"(4'-0")MIN. "N" 1'-O' DIMENSIONS STEEL SPECIAL PATTERN „ COMPACTED 1'-0' "N" "W"(4'-0")MIN. "N" 1'-0' SECTION "A"-"A" SUBGRADE SECTION A A SUBGRADE "N" 1'-0' W1 = T OR LESS #4's @ 8" E.W. DIAGONAL @ COVER 10"x10" 15° DIA,
ELEVATION W1 = T OR LESS ~4's @ 8" E.W. DIAGONAL @ COVER ELEVATION W2 = T OR GREATER ~4'S @ 6" E.W. DIAGONAL @ COVER E X TE R I 0 R z o..
W2 = T OR LESS ~4's @ 8" E.W. DIAGONAL @ COVER GRATE INLET W1 TOR GREATER ~4's @ 6' E.W. DIAGONAL @ COVER DOWNSPOUT COLLECTOR ~w r
W1 = 7' OR LESS #4's @ 8" E.W. DIAGONAL @ COVER N.T.S. W2 -TOR GREATER #4's @ 6 ' E.W. DIAGONAL @ COVER N T s ~ a ~ m w
CURB INLET W2 = T OR GREATER ~4'S @ 6" E.W. DIAGONAL @ COVER z ° z oQ ~
GENERAL NOTES: FOR ALL DRAINAGE STRUCTURES N.T.S. w1 = OR GREATER #4's @ 6" E.W. DIAGONAL @ COVER °
W2 = T OR GREATER #4's @ 6" E.W. DIAGONAL @ COVER 1. ALL EXPOSED CORNERS TO HAVE %4" CHAMFER ~W oo ~ O z m a~ m Lt_ U, v N ~
2. ALL ~4 & ~5 REINFORCING BARS TO HAVE 1-~" COVER, °U1 ~a~iZ~~ ~
LARGER SIZES TO HAVE 2" COVER QUI °iai°~,~
3. SEE UTILITY PLAN FOR PIPE SIZES, LOCATIONS AND FLOW LINES BACKFILL AS REQUIRED BY I-J Om~.. 3 01'CQ~
4. PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE CIVIL ENGINEER NQONDLL 3
INLET. CONNECTION SHALL NOT BE MADE AT CORNERS OF INLET "A„
5. ALL REINFORCING BARS TO BE GRADE 60 HEIGHT OF LINER TO TOP OF PIPE
6. TEXT SHALL BE CAST IN TOP OF GRATE "DUMP NO WASTE" OR TOP OF PERMEABLE BACKFILL
IN Yi' MINIMUM HEIGHT ~'~%I~I- =~~I ~i ~ CORNER E 7. STEPS SHALL BE PROVIDED WHERE DEPTHS EXCEED 6 FEET, ~II '-III , PIPE DIA. EJIW 1020 CORNER BARS -SAME SIZE AND SPACING AS
III I~i -111 ,III I~I- SIZE AND AND SHALL MEET OSHA STANDARDS ,III-ILL-_I ,III, TYPE A HORIZONT~ HORIZONTAL BARS
8. BRICK OR CAST-IN-PLACE WALLS SHALL HAVE A NOMINAL ! =II,I~I,~ , ~ ~~l ~ -.I SOLID COVER .Ill-~ tl ~ I I- -1 ~I-- THICKNESS OF 8". PRECAST WALLS SHALL HAVE A MINIMUM ~ ,IIL=I~ -IIL% i ---I~I-
•i.llt I-I~~I ~~l I THICKNESS OF 6" (150) AND BE REINFORCED SUFFICIENTLY :III,. _ FLEXIBLE MEMBRANE TABLE OF 'W' DIMENSIONS
I ,I~~ ~l~'~ f~ LINER VAPOR BARRIER TO PERMIT SHIPPING WITHOUT DAMAGE. BASINS OVER 12 FEEL ~ ,ill=~-~~~ -III`" HEIGHT AS REO'D III-'Iy ,1~ 2'-p" PIPE CATCHBASIN\MANHOLE
IN DEPTH SHALL HAVE WALLS REINFORCED WITH ~4 BARS gY CIVIIL ENGINEER ;~I'',=~~ ~ ~ ~ . ~ , ~I- VERTICAL AND HORIZONTAL, 12' O.C. WITH 2 CLEAR FROM ;III , l,- GEOTEXTILE (OPTIONAL OR AS o 10" SIZE SKEW OF CROSS DRAIN gp° SINGLE STRAIGHT 30° 45°
INSIDE FACE OF WALL ANY CAST IN PLACE CONCRETE TO BE ~=1~ 'iIII' REQUIRED BY MANUFACTURER) „ „ ' ~-III , _24" 4'-0" 4'-0" 4'-10"
CLASS C :Ill"" ' ~ III" 9. MINIMUM DEPTH SHALL BE OUTSIDE DIAMETER OF OUTLET OF I~ ~ I,I,~,,~yl_.,I i,,,I~I.I~I- ~ 30 4 -0 4 -7 5 -8
OUTLET PIPE + SEVEN INCHES :III-`=~i II~.;I~!!'=,IIL' 1-!,~I`;,l_ -vIII ~ PROTECTIVE LAYER OF SAND 36" 4'-0" 5'-3" 6'-5" 42" 5'-3" 5'-11" 7'-3" H
10. PROVIDE WATERTIGHT SEAL BETWEEN STRUCTURE AND PIPE ADDITIONAL BEDDING MATERIAL ~--IIi ~ ~I~ ~Il~ii,~~i PER MANUFACTURES RECOMMENDATIONS. AS REO D BY CIVIL ENGINEER OF FINE MATERIAL
0 48" 5'-10" 6'-7" 8'-0" ~ 60" 7'-0" 7'-10" 9'-8"
DOUBLE FOR "A" SECTION ONLY ~ ~ ~
UTILITY TRENCH DETAIL 24" 7'-0" 7'-10" 9'-5" Q
No scALE ~ COR CORNER BAR 3D" 8'-2" 9'-2° 11'-0" ° W ~ C''J ~ 36" 9'-4" 10'-6" 12'-6" ®
x "A„ 42" 10'-6" 11'-10" 14'-2" n ~1 U~ ~
~ PLAN 48" 11'-8" 13'-2" 15'-10" W
z W W o C~ ~ ``4 ~ W
W ~ U REINFORCEMENT SCHEDULE, WALLS W ~ ® ~ Q
12" MIN. 12" MIN. 12"MIN. O.D. 12"MIN ~ 12"MIN. O.D. 12"MIN OUTSIDE OF BOX X SECTION WIDTH ("W") HOR. VERT. ~ r~
1B" MAX 18" MAX 18" MAX. 18" MAX. 18" MAX 18" MAX a 1 Q ~ ~ 4' #4's @ 9" ~4's @ 10" r , W Q ~ ~
w ~ \ ` ~ UNDISTURBED \ ` o z
Q \ r\ r\ ~y~ ~y~ \ r\ r\ ~ P,C. CONCRETE o _ / / .y \ FINAL EARTH OR / _ BETWEEN 4' & 7' ~6's @ 9" #4's @ 10" W
~ ~ BACKFILL COMPACTED ~ ~ ~ ~ UNDISTURBED \ \ ' ~ FINAL ~ 20 LFT 4" HOPE ~ ~ ~
z~ j EARTH OR \ FILL / BACKFILL ~ • COMPACTED FILL y~ ~ a GREATER THAN T #5's @ 4 1/2" #4's @ 10" 8EPERRATED PIPE Q o a,.m.,
Q z ~ iv z ~ w „N„ 4' ~4's @ 6" ~4's @ 10" CATCHBASIN\MANHOLE ~ ~ ~ ~
~ U / T\ ~ ~ ' / 2 o} \ FINAL ~
z m / BACKFILL ~ \ / ? ~ _ \ ~ PIPE z o ~ = B BETWEEN 4' & 7' ~6's @ 6" ~4's @ 10"
Y a ' ~ \i~ INITIAL SPRING ~ ~ \ ~ w TABLE OF "T" & "N" DIMENSIONS ~i
o \ y~ LINE \ / INITIAL ~ _ ~ / BOX CULVER \~i BACKFILL / BACKFILL m ~ \ ~ >,W„(4'-0")MIN. z ~
/ \ F = SECTION WIDTH ("W") "T" "N" "D"
wC° / / ~ / HAUNCHING v BETWEEN 4' & T 6" + PIPE THICKNESS 8" 6" CATCHBASIN\MANHOLE rH-~ A„ W
cv 4 BEDDING r~ 4" BEDDING I o GREATER THAN 7' 6" + PIPE THICKNESS 8" 8"
\ \ MIN. y \ \ \ \ \ \ \ MIN. "N" m ~ v \\\\r\\\r\\\i\ \\i\\\r\\\ \ ( ) ~ 6„ BEDDING ~\r\\r\\i\ \\i\\\ra\r~\ ( ) W
~ i\ ~ MIN. w ~ 4" UNDISTURBED ~ \ \ \ ' ( ) 4° ~ 4' 6" + PIPE THICKNESS 8" 8"
o EARTH OR 6„ Q B.>
W REINFORCED CONCRETE PIPE RCP COMPACTED FILL ALL OTHER PIPES ~ ) Q C AND SPIRAL RIB PIPE INCLUDING SPIRAL RIB F, BETWEEN 4' & 7' 6" + PIPE THICKNESS 10" 8" ° N
~ SMALL R THAN 60"~ PIPE 60"~ AN ARGER 1'-0' ~\ti REINFORCEMENT SCHEDULE, TOP
E CONCRETE BOX CULVERT D L I DIMENSIONS STEEL SPECIAL PATTERN ~ Z
~ N.T.S. N.T.S. N. T, S. i- ~
U \ \ \ W1 = T OR LESS ~4's @ 8" E.W. DIAGONAL @ COVER Q w W2 = T OR LESS ~4's @ 8" E.W. DIAGONAL @ COVER ~
GENERAL NOTES ./i /~./i./i./i~//.\/~\//,\//\~ ./i r, i./i./~~//.\//,\/~ //~r ~ „ „ „ COMPACTED
1. BEDDING SHALL BE CLASS I-A WORKED BY 4. INITIAL BACKFILL NOT UNDER PAVED AREAS B. ALL MATERIALS SHALL BE INSTALLED IN SECTION "A - A SUBGRADE 1'-0"'N" "W"(4'-0")MIN. "N" 1'-0' W1 = T OR LESS #4 s @ 8° E.W. DIAGONAL @ COVER W2 = T OR GREATER #4 S @ 6" E.W. DIAGONAL @ COVER ISSUED FOR: DATE: BY: ~
~ HAND. IF GROUNDWATER IS ANTICIPATED, CAN BE CLASS III COMPACTED TO 95% MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE ° THEN BEDDING SHALL BE CLASS I-B STANDARD PROCTOR MOD. WITH ASTM D 698. CLASS II( AND IV-A ELEVATION APP. COMM. 08/15/D7 CJC ~
d COMPACTED TO 95% STANDARD PROCTOR MOD. MATERIALS SHALL BE COMPACTED NEAR STORM MANH®LE W1 = T OR GREATER ~4's @ 6" E.W. pIAGONAL @ COVER 20 LFf 4" HOPE REVIEW 10/31/07 CJC ~ ~ANH®LE®LE W2 = T pR GREATER ~4's @ 6" E.W. DIAGONAL @ COVER ~ ° PERFORATED PIPE APP. COMM. 01/18/08 CJC ~C
0 5. FINAL BACKFILL SHALL BE CLASS I, II, OR OPTIMUM MOISTURE CONTENT. ~ III COMPACTED AS NOTED IN NOTES 3. AND 4. N.T.S. 8 PER REVIEW 03/25/08 CJC ~ .S. ° ' '1 ~ PC 07/03/08 CJC
~ 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE 9. FILL SALVAGED FROM EXCAVATION SHALL BE REINFORCEMENT SCHEDULE, BASE ~ ~ " ° ~ ' ~ ~ •.°',a CATCHBASIN\MANHOLE ENG REVIEW 07/10/08 CJC ~
~ BY NAND TO ELIMINATE VOIDS AND SHALL BE CLASS 6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN FREE OF DEBRIS, ORGANICS AND ROCKS SECTION I-
I-A OR CLASS I-B OR CLASS II COMPACTED TO BE CLASS IV-A COMPACTED TO 95% STANDARD LARGER THAN 3".
N 95% STANDARD PROCTOR MOD. PROCTOR. q' #4's @ 6" EX I II
10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, „B„ #s's @ 6"E.w' JOB NO.
00 1 INITIAL BACKFILL SHALL BE CLASS I-A 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE SHORED, SHEETED, BRACED, OR OTHERWISE ~00 WORKED BY HAND, OR CLASS 1-8 OR CLASS II WITH ASTM D 2321-LATEST EDITION. SUPPORTED IN COMPLIANCE WITH OSHA E
COMPACTED TO 95% STANDARD PROCTOR MOD. REGULATIONS AND LOCAL ORDINANCES. (SEE FINGER DRAIN DETAIL FOR STORM CATCH
Z % SPECIFICATIONS) BASINS AND MANHOLE SHEET
STORM SEWER TRENCH AND BEDDING O ~I N.T.S. N.T.S. E
W~ C-3®3
D 0
a~

U U U U
~ ~ ~ ~ } U U U U m
GENERAL. EROSION NOTES
W
A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THESE DRAWINGS AND THE STANDARD DETAILS. O
NOTE: CONTRACTOR SHALL PLACE A 18" WIDE STRIP OF ~ z
B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM 12" MIN. OF NCDOT #5 WATER POLLUTION PREVENTION PLAN AND THE STATE OR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES OR #57 WASHED STONE SOD ADJACENT TO ALL CURB AND SIDEWALK. o z
PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. c 20' lo' o' ~o' 20' 40' ~ EROSION DETAILS z ~
ANA M NT PRA TIC S AS RE UiRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES ORIGINAL 1" MIN. z C. CONTRACTOR SHALL IMPLEMENT BEST M GEE C E Q GROUND SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION, 5' MIN. O O
ELEVATION SCALE IN FEET ~
D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF I PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. o ° o CE TEMPORARY STONE CONSTRUCTION EXIT o J z W o
~ Q ~ W W d
E. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. Q ~P ; q~ SF SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT > ~ ~
F. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE ,~'`P-V o~~;~ua, U Z ~ W Q
EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, ~ ~ 1.S MIN.
AND TOILET FACILITIES. RIPRAP GEOTEXTIEE FABRIC IP2 FENCE OR DOME INLET PROTECTION vi ~ Q ~ - oo~o
G. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR F-UmU
DISPOSED. ST SEDIMENT TRAP ~
SECTION VIEW H. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO ~-~w>
CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. D U W OD'QD'
I. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST OVERFILL 6" FOF ~ z D_ =RFILL 6" FOR W ~ z
SUPPRESSION OPERATIONS 15 PROHIBITED. DESIGN SETTLEMENT fTLEMENT ~ U U O
RIA HA L EDP (TE INT AL D CONTAINERS. MATERIALS SHALL BE SETTLED TOP J. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATE LS S L B E 05 D 0 SE E (n z = I--
PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS ~I1~ ~ ~ ~ ~ aoo
OF THE STATE. IIIT ~Il~ll~l~l~l~i'" ~p~ W ~~=iu=l~~i~ r~ cNV o N Q ~~~J
K. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION -111_ ~`P ul-' \\\\o ~~rn~
PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE, ally, X 4' MIN. 1~~ Q I.~---..I ~ `r=
I~T~11 ~ `ti' Ih, L. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BE STOPPED FOR AT LEAST 14 DAYS, SHALL BE TEMPORARILY ii-' NATURAL _ 2-3.5 li~~ NATURAL ~ o 0 0
SEEDED. THESE AREAS SHALL BE PERMANENTLY SEEDED NO LATER THAN 21 CALENDAR DAYS FROM THE LAST CONSTRUCTION ACTIVITY ii ~ P R P N ~P 1!,,'' GROUND OCCURRING IN THESE AREAS. _I E ~ _ GROUND ~ N w
~ -
M. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE 3
GRADING PLAN AND/OR LANDSCAPE PLAN. FILTER FABRIC d
V I TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF PLAN VIEW
N. IF THE ACTION OF EH CLES DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAp. IF WASHING IS USED, PROVI510NS MUST 0
BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS 0
LOCATIONS AS PROVIDED. SEDIMENT TRAP STONE 0
0. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED SPI~.LWAY DETAIL ro 0
IMMEDIATELY, a z
NOT TO SCALE P. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT c A
MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS iN CONJUNCTION WITH THE STABILIZATION OF THE SITE.
0. ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH C 'O
IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS, SEDIMENT TRAP DETAILS m
NOTE: THIS AREA IS CURRENTLY ROUGH GRADED UNDER PERMIT #NCG01O000,
R, SLOPES SHALL BE LEFT EN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. SEDIMENT TOP OF SURFACE SURFACE AREA AT BOTTOM VOLUME VOLUME VOLUME SIDE OVERFLOW PROJECT ID # HAYWO-2007-01$
RA HAN ES DURIN THE DEVELOPMENT OF THE PROJECT THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE TRAP POND TOP WATER AREA REQ. TOP OF WATER OF POND REQ. PROVIDED _ S. DUE TO THE G DEC G G PROVIDED SLOPES WEIR WIDTH
EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. AND POLLUTANT DISCHARGE. UPON PLACEMENT OF FINAL GRADING, INSTALLATION OF UTILITIES, AND
STt 2756.00 2755.00 191 SF 419 SF 2753.50 870 CF 891 CF as1 cF z:1 4' FINAL RESTORATION; THE CONTRACTOR & ENGINEER SHALL REVIEW THIS
_ 5' PLAN BASED ON ATUAL CONSTRUCTION SEQUENCE AND MARK-UP THIS
ST2 2752.00 2751.00 670 SF 1,507 2758.25 2,770 CF 2,727 CF MAINTENANCE z,~z~ cF 3:1 PLAN (TO BE POSTED IN JOB TRAILER), AND MODIFY AS NECESSARY TO z o„
ST3 2752.50 2751.50 1,427 SF 2,387 SF 2758.00 5,900 CF 5,843 CF 5,843 CF z:1 6' MINIMIZE EROSION AND IMPLEMENT BMP'S. ~ °
ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL ~o ~ m
NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRWGENT, AND REPAIRED IN o W zz ~
ACCORDANCE WITH THE FOLLOWING: oQ
1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. ~ o ~
, i °z ~ E
2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, ANp RESEEDED AS orn ~Uro~ E J ~,~~~~j 5 QV1 'C ~~iN ~
NEEDED. s >W cdwro ~
3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ~ ca
ONE-HALF THE HEIGHT OF THE SILT FENCE. ~ D1 ~ _
4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY , ` _S~
REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND. ~ I
5, THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP
DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND, , '
6, OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM '
SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%, AREA ~1~~ 1 ADDED NOTE ~ t ~ ~
R R M NT . ; ~.22 A~~RES ~;DD1 7. REFER TO THE SWPP/SESC MANUAL FOR ADDITIONAL MAINTENANCE EQUI E E S '
T • TR 7 ND FILTER AFTER NO E. GONS UC SA 1` SF t~~
SEQUENCE OF CONSTRUCTION CONTRIBUTING DRAINAGE AREA AND SURFACES a ~ m ~ .
, ARE RESTORED OR THE POTENTIAL OF EROSION
UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN AREA, PORTA-POTTY, WHEEL WASH, , r ~ ~
CONCRETE WASHOUT, MASONS AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM HAS BEEN MINIMIZED. CONTRACTOR SHALL - ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. PHASE I - TO BE REMOVE ALL ACCUMULATED SEDIMENT PRIOR ~ - ~z
COMPLETED PRIOR TO EARTH DISTURBANCE ACTIVITIES IN RESPECTI E DRAINAGE AREA ' ' V TO CONSTRUCTING INFILTRATION BED. q ~ ~ E1 ~
~rj 1. INSTALL STABILIZED CONSTRUCTION EXIT(S) AND SWPPP ENTRANCE SIGN. ' l A~Et-1 ~ ' CONCRETE Wf~SH AREA
2. INSTALL SILT FENCE(S) ON THE SITE (CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL SILT FENCE). 3 REVISED NOTE sF ~ ! ' 1~ ~ ~ o.~~ ACRES o ~ p ~ o
3, PREPARE TEMPORARY PARKING AND STORAGE AREA. ; i i
~ ~ HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION AND CERTIFICATION OF BMPS. GENERAL d sF ~ ~ n ~ ; IP2.- ~ ~
CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND-DISTURBING ~ ~ 1 , ' 1 ,0
CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. i l r
4. CONSTRUCT AND STABILIZE SEDIMENT TRAPS WITH APPROPRIATE OUTFACE STRUCTURES (CLEAR ONLY THOSE AREAS NECESSARY TO ,,1, NOTE: S - NOTE: SEDIMENT TRAP #2 MAYBE ` ~ IP?- ~ ~ ~-1 Q
INSTALL BASINS, TRAPS, AND SPOILS DISPOSAL. PLACE SPOILS EXCAVATED SOIL IN FILL AREAS . ' ( ~ ~ D1 DIVIDED ELIMI ATED AND - ~ ~ ~ ~
5. INSTALL AND STABILIZE HYDRAULIC CONTROE STRU TURES DIKES SWALES CHECK DAMS ETC.. - DIVIDED C ( ) RE-DIRECTED 0 ST 1 AND ST#2 WITH ~ ~ IP2 ~ ~ ~ ~ ~
6. BEGIN GRADING THE SITE, TRANSITION TO PERMANENT PONDS DD1 RE-DIRE ~ 7. START CONSTRUCTION OF BUIEDING PAD AND STRUCTURES. J = APPROF ~ ~ ~ APPROPRIATE DIVERSION DITCHES AND ' ~ ~ ' ~ ~ ~ ~
~ PHASE II ~ ~ Q ~l RE-SIZIP RE-SIZING OF ST#1 AND ST#2. ~ 1 ~ IP2 ~ Q ~ W ~
2 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. U
I 2. INSTAEE UTILITIES UNDERDRAINS STORM SEWERS CURBS AND GUTTERS. it z~ 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET STRUCTURE IS INSTALLED. ,
Q ~I ~ 4. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. ' i~~ NOTE: CONTRACTOR TO GOti~STRUCT Q ~ ~ ~ ~
= 5. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. '6 ~>6' ''s ~I~`7~ SEDIMENT TRAP #3 IN GEN L 0 ~ ~ ~ Y V
~ ° 6. PREPARE SITE FOR PAVING. o} z m 7. PAVE SITE. _ _ ' VICINITY OF PERMANENT S~fORM ~ 0 CO ~
8. INSTALL APPROPRIATE INLET PROTECTION DEVISES FOR PAVED AREAS AS WORK PROGRESSES. 21~ z~ ~ ~ ~ WATER POND. CAUTION! NTRACTOR ~ ~ ~ ~ ~ ST2 ~
Y Q 9, COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS INCLUDING OUT SOTS. 1 ST2 ~ ° D ,r 1 ~ ~ ~ I ~ ~ MAY MODIFY SHAPE TO A OID ~ ~
°m ~ 10. CALL BEST BUYS CIVIL ENGINEERING CONSULTANT (CEC) AFTER THE SITE APPEARS TO BE FULLY STABILIZED FOR AN INSPECTION. 11. REMOVE ALE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER APPROVAL OF THE CEC AND STABILIZE ANY AREAS DISTURBED SF ' ~~`jL 1 ~ T- (ASSIST)CONFLICTWZTH STAINING ' ~;7- ~{~~1~ ~ ~ ~ Q
o Wco BY THE REMOVAL OF THE BMP. i , ~ WALL CONSTRUCTION. (P~S SHOWN, AREA 3
~ °0 12. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION IS SIGNED OFF BY THE CONSTRUCTION MANAGER THAT THE SITE , li !I !i ` Dd ~ ~ , ' I w 1 , ~,o ~ THERE IS AN APPROXIMATE 10 FEET ~ , 64 ACRES
~ IS FULLY STABILIZED AND THE PERMIT MAY BE TERMINATED. ' E E ~ `1 BUFFER BETWEEN ST # AND WALL ~
~ NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY ONLY IF ALL PRECEDING BMPS NAVE i`~' LOCATION . ST #3 WILL ~AVE TO BE i )
BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE ITALICIZED FOR CLARITY. o °°P4k~~ RE-SHAPED TO CREAT FINAL POND '
REMOVE EXISTING ~ W ~~i ' w DESIGN.
~ J ~ SILT FENCE IN THIS ~ _IP2 '
~ LOCATION & INSTALL ~
I 2 NEW ROWS OF
° SILT FENCE AT ~ _ r
~ TROUT BUFFER LOCATION
I ° 1 / {I °~P~ (IP2 ~ ISSUED FOR: DATE: BY: ~
s ~ ' APP. COMM. 08/15/07 CJG ~ ~f ' 1
° NOTE: GONTRACTOR SHALL ADJUST, N r-~~' / ~ ~ REVIEW 10/31 /07 CJG PLACE ROCK CHECK APP. COMM. 01 /18/08 CJC Q
o RE-LOCATE, OR REMOVE AND REPLAGE SILT ` 1 i ~ DDi ~ sT DAM ~N DITCH ~ REVIEW 03/25/08 CJC ~
FENCE AS REQUIRED TO PERFORM GRADING / w t ~ ~ PC 07/03/08 CJC tj ENG REVIEW 07/10/08 CJC ~
`i AND/OR RESTORATION. /
J
un
00 JOB NO.
~M LJ ST3 CDW200901 E Q
Qa ~ z~ 2158 _ SHEET
QY ~O~ O 215 -
U {
W~ o C-4.0 a SF
° a / dU 0

U U U U
CLASS B RIPRAP ~ ~ ~ ~ m UUUU
LENGTH WHERE TOE AND TOP
~ ~ ~ ARE EQUAL ELEVATIONS. ~ ti W
~ ~ SECTION VIEW OF BAFFLES IN SEDIMENT BASINS i1 0
i, i, i ,1, ~ ~ ~A~ ~~1~ 1~~` i1\%1,1\1%1~~11%~\ ~ ~ Q
Ct ° ' \~~%1 /11,1, ,,1~111~`1~~' 1% 1 0 0 0~-,/'0 ~ o
a -1 Supparfi rape Suppari• pasfi, ~~.:.~°;~">,i i~:::.;;a;::">: r,• 12" OF NCDOT . OF NCDOT ~ \ ~1~ 1~~ 1 ~ N
: ; to Wire to pre- 2~ into bottom . ~ ~ ~ W ~ W ~ . taKe to support #5 OR X57 W y y W W y y v W W W W W W went sagging or side Ware WASHED STONE 5 OR X57 ~~1~i~1~1-' 11~~ 1 ' i A ~ ~
36 ~ W~ W W ~ W W~ W W ASHED STONE ' \~i~ ~11~ 11~~11~~11~1~ ~11%~~~i1\ • ~ O
o ~~~~~~~~iv~~, - _ PLAN VIEW ~v~~~` ~
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN PLAN ON A FILTER FABRIC ~ ~ ~ FOUNDATION. ~ Q F=
w w a-
_ - 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL ~ ~ ~
WHERE THE DAMN ABUTS THE CHANNEL BANKS, Oz ~ ~ ~ UzoWw
I _ \ \ \ \ 3, EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM I-'-I ~ ~ Q
. 5, Coir mesh or simi9ar, sfiapled or ~rench d into bottom or side CUTTING AROUND THE ENDS OF THE CHECK DAM. z ~ Q ~ UFO
~ 9" MIN. - f;.. o 9" MIN. ~ 5, 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE O U m U
ISOMETRIC OF BAFFLES IN SEDIMENT BASINS I~.-r•~ LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER. DAMN. Q ~ U
~ ~ ~ ~ " ,,\1 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DMAN FROM HEAVY FLOW THAT COULD o d- w >
1 CAUSE EROSION. ~ w Q ~ z~
Rai ~ ,,~~i~~=\\-~ 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. w u~ z FILTER CLOTH D ~
U;~p) ~ 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICA110N OF LIME, r 7, ENSURE THAT OTHER AREAS OF THE CHANNEL SUCH AS CULVERT ENTRANCES BELOW THE Ui z ~ ~
FERTILIZER, AND SEED. } CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OF BLOCKAGE FROM DISPLACED STONES, ~ ~ ~ ~
:4 f 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHOR4NG THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH f.~.~ SI SECTION VIEW
APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR Ear'rhan i''~f W
THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE E;,,bar.lrn ~ a P R A T R TAPLING. APPLY S T MPACTED SOIL AND _ A A T TH T H F E S EED 0 CO TRENCH. BACKFILL ND COM C E ENC ROCK CHECK DANI DETAIL N ~ N ~ ~~~~o
FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET ` ,i` , ti. NOT TO SCALE ~ Q Q a
PA TE OIL WITH A ROW OF STAPLES STAKES SPACED APPROXIMATELY 12" APART ACROSS THE ~ ~r{ ~ ~ OVER COM C D S /
WIDTH OF THE BLANKET. ~`4L` I 1 " d-~N`- W
3. ROLL THE BLANKETS A. DOWN OR B. HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH ~ PROVIDE SEDI O O PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE
APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL (OR BOTH SI[ (OR BOTH SIDES) AS REQUIRED.
SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RFA FLUSH SU R M NDATION, , ECOM E <u ~ ~ I r ~ WITH HIGH VC U FLUSH SURFACE STONE TOWARD SEDIMENT TRAP 2"-3" CRUSHED STONE m
WITH HIGH VOLUME WATER FLOW AS NEEDED TO OVERFLOW WEIR ~
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 4"-6" OVERLAP DEPENDING ~ ; ; ,~~""°n MAINTAIN CLE ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET a ~ s MAINTAIN CLEAN SURFACE STONE, m o
Ou le . L ~ ` ?nief Zonz ANK T BEING INSTALLED ON TOP EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED ~ - 35`!,a~surfaeear PLACEMENT C (BL E ) f PLACEMENT OF SEDIMENT TRAP SHALL BE AT LEAST
BLANKET. ~ ~ - 1 r`I' ~ ~ THE MINIMUM ~ REQUIRED BY THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED BY LOCAL JUSIDICTION.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END {SHINGLE STYLE) WITH ' ~ o ro ~P ~
AN APPROXIMATE 3"OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12"APART ACROSS ,rsrCnamber a o o m
ANK T WIDTH. ~ c~i~atsur¢acearea ENTIRE BL E y / ~~G~
6. PLACE STAPLES/STAKES PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING seco,~d Chamber m w
APPLIED. 25% of surfince area
NOTES: ur°Izt Lone
1. EN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE :ri,a¢~urfacearea 5 TRAP ENT
NECESSARY TO PROPERLY SECURE THE BLANKETS. ~P~o F oMb as 4 ~~,~5 0 o ST 9 0 ~ S~.
2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION _ ?AFT ~~bi,~ ~
EROSION CONTROL BLANKET
BAFFLE INSTALLAT10~1 DETAIL C o C/~ ~ ~ o ~0
SLOPE INSTALLATION N.rs. BLC No scaLE C ~y
~~~V - i~~11 10" MINIMUM o 00 ?p9 o zo „
I z" \~ryyl"''~ ~
~bV ~V o ~ - ems"' 2"-3" CLEAN STONE ~ o t\^1.
cn o W ~
r ~ ,
~ ~ 0 ~ ti o° o~ ~
GEOTEXTILE UNDERLINER ~ b ~ E 8
~ ~ ~ J , > > .........W..W.... W.W_...W. 6" CRUSHED STONE BASE Q ~ ~ ~ ~ d
•:r:~ .W~ ......a~ u.~..~ .~~~u~W >cn ~=mom ~
::~N'. ~ iii ii i~ . PLAN o z "a o z~
~ ~ (L , . . W W W a Y ~ ~ f7° 50' MIN.
~W a a / _ 7-- 20' @ 2% MIN. 20' @ 2% MIN.
~~y~yi~ ill i d 2~ --ti-a.
~~i~~i~y~ III ~ ~ ~ . ` '
~ 6" CRUSHED GEOTEXTIIE STONE BASE
W 10" OF 2"-3" LINER
PROVIDE CULVERT AS CLEAN STONE REOUIRED TO CARRY
PRE-EXISTING DITCH FLOW
~~~~\~~A'~ 4,x_6„
~ ` NON-WOVEN COVER SECTION A-A ~
C~ ~ ~ 0 0 0 0 0 0 E-+
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" 0 0 00 0o FLOW 2"-3" CLEAN STONE ~ ~
OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER V "
STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"PORTION OF BLANKET BACK OVER SEED AND COMPACTED SEDIMENT TRAP o too i2" (1 ~ ~I ~ ~
SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 12" MIN. ~ ~ o Q'
3. ROLL CENTER BLANKS( IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN 1 4" MIN. THICK HIGH DENSITY POLYETHELENE w~~ ~a
APPROPRIATE LOCATIONS AS PER MANUFACTURERS RECOMMENDATIONS. 6" CRUSHED STONE BASE H ~
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF STAPLES ~ STAGGERED 4" APART AND 4" ON CENTER TO SECURE BLANKETS.
~ 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 10'O THICK EM NNER 2' 3" CLEAN STONE ~ ~ ® ~ ~
ce 12" APART IN A 6" DEEP X 6" WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. = 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 4"-6" (DEPENDING ON BLANKET TYPE) AND STAPLED. TO ENSURE SECTION B-B ~ W W ~
° PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE
i SEAM STITCH ON THE BLANKET BEING OVERLAPPED. z ~ 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m} INTERVALS. USE A RA APE I CONSTRUCTION EXIT cE p ~ Q t~~ W
o ~ B SE OFF ME SH D & S ZED TO Q ~ A DOUBLE ROW OF STAPLES STAGGERED 4" APART ANb 4" ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. ~i ~ E vl ~ W N.i.S. ~ rr?nn 1
~ v 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART ° IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. Vd ~ V1
z m 9. PLACE STAPLE/STAKES PER MANUFACTURERS RECOMMENDATION FOR THE APPROPRIATE CHANNEL FLOW OR SHORELINE ® Vnd
- ~ APPLICATION. YQ WOVEN WIRE FENCE (MIN. 14-1 /2 GAUGE, ~ ~ V,j OR AS DICTAT 5 MAX, C MAX. 6° MESH SPACING) ^w, ~
°o ~ A NOTE: ED BY LpCAI REQUIREME (MINEN4 1/2 GAUGE
m ~ B 1. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF ° ~ C CRITICAL POINTS NECESSARY TO ALLOW STAPLES TO SECURE THE NTg MAX. 6" MESH 5' MA POSTS: STEEL EITHER T OR U TYPE,
w ~ '~~,~r}t ;t:::'a~:~ A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. X CSC SPACING) WITH GEOTEXTILE COVER FENCE: WOVEN WIRE, 14-i/2 GA.
° B. PROJECTED WATER LINE o ~r,;;~;;r•' 2. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR ~ A C. CHANNEL BOTTOM/SIDE STAKE LENGTHS GREATER THAN 6" MAY BE 6" MAX. MESH OPENING r
B SLOPE VERTICES NECESSARY TO PROPERLY ANCHOR THE BLANKETS, A 54" MIN. o FABRIC: 1, AMOCO 1198 METAL FENCE ? I
~ C 3. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION. POSTS, DRIVEN ~ iv 2. BELTECH 810 MIN. 12" INTO 3. MIRAFI 130X
° ;,~r;: GROUND. FINISH GRADE COMPACTED BACKFILI ~ 4. LING GTF 190
'~.f., w 5. SI 915 SC FLOW __y
J ° EROSION PROTECTION BLANKET
I CHANNEL INSTALLATION N.T.S. T' O P I ~ W GEOTEXTILE \~~/\///7/\/~ ~ ~ ~ OVER ~ MINx OF 2"WINTOFTRENCH ~
d- 1 WIRE z N~VA~~ \ V~~ FENCE ~ r > W UNDISTURBED 6" X 6" ~ ~ --1
v GROUND TRENCH ~ EMBEDDED GEOTEXTILE FABRIC ~
I DOMED INLET PROTECTION ~ MIN, 6" INTO GROUND w/ 6" LAID ALONG BOTTOM ISSUED FOR: DATE: BY: t~T
~ 2' MiN. PREFABRICATED GRPOF'- A-A-SEC110N OF TRENCH APP, COMM. 08/15/07 CJC L`'1
° Fi~pyl< COMPACTED SOIL N.T.s. N FLa`" III~III~Ii REVIEW 10/31/0~ cJC ~
O I -1` ~ , ~`,I, ~ I ~ 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE APP. COMM. 01 /18/08 CJC Q
° I~,I II : ~ : TYPICAL CONSTRUCTIQN SEQUENCE FOR DOME FR~,ME & COVE, COMPACTED BACKFILL A TIES, REVIEW 03/25/08 CJC S PC D7/03/08 CJC
° ~ 1%~-111%~~ ..-Iii--'~~II~1;,,"=, i~-1 i i~: . I ~~~I= ~ III- ~1~~-~~~-~- ~I- ~ ' 1. EXCAVATE APPROXIMATELY 4" TO 6" BELOW THE TOP OF THE ~ - ENG REVIEW D7/10/08 CJC ~ F~0 - f ~ ~ I-' 2. GEOTEXTILE TO 8E FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES ~
' 1=~~L NATURAL GROUND INLET STRUCTURE. ELEVA ION ~ -1 ~ i ~ SPACED EVERY 24" AT TOP AND MID SECTION. ~
~ , _111 6 TYP. 2. PLACE THE FRAME ONTO THE INLET STRUCTURE. ENSURING PROPER
I~'=?~ SEATING OF FRAME TO STRUCTURE, L 00 l W 5. WHtN IWU StUIIUN~) UI' UtUItAIILt AUJUIN tAUH UIHtK iHtY JHALL tft
~V- 00 3 3. SLIDE THE COVER OVER THE FRAME. ~ 4. FILL THE COVER POCKETS WITH SOIL, #57 GRAVEL OR EQUIVALENT. OVERLAPPED BY SIX INCHES AND FOLDED. JOB NO.
LJ THE COVER POCKETS SHOULD BE COMPLETELY FILLED TO ENSURE SEDIMENTATION/SILT FENCE WITH 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL CDW200901 E d
Q j A GOOD SEAL BETWEEN THE GROUND AND INLET STRUCTURE. WIRE SUPPORT PLAN. COLLECTED MATERIAL SHALL BE REMOVED WHEN "BULGES" DEVELOP IN SHEET THE SILT FENCE.
Q~ TEMPORARY DIVERSION DIKE 5. BACK FILL AROUND THE FRAME AND COVER ASSEMBLY IS NOT a REQUIRED TO COMPLETE INSTALLATION; HOWEVER, BACKFILLING MAY N.T.S. ~J
NO SCALE BE NECESSARY TO COMPLETE EXCAVATION REQUIREMENTS FOR 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED r OTHERWISE i~ • 1 o
THE SITE. 0
f0- r U

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~ ~ ~ ~ ~
PEAT ~C SCNEDUEE ~_OT 2 m
KEY ~ NAf~E SPECIF~IC~,TIONS o
~ z ~i
z
20' 10' 0' 10' 20' 40' 40' 20 LIQUTAMBAR STYRACIFLUA 'ROTUNDILOBA' 1-%" CAL., B&B, W~ SINGLE LEADER ~ Q
'ROTUNDILOBA' FRUITLESS SWEETGUM DENSE, FULL, WELL MATCHED PLANTS a z z ~
;a~'?^ o z ~
SCALE IN FEET ~i
9 ACER RUBRUM 'RED SUNSET' 1-%2" CAL., B&B, W~ SINGLE LEADER ~ o
~i ~ 'RED SUNSET' MAPLE DENSE, FULL, WELL MATCHED PLANTS ~ w
> o ~
r~ Uzozw
~fl ' 23 CERCIS CANADENSIS 'FOREST PANSY' 8-10' HT., B&B, W~ SINGLE LEADER ~ ~ ~ °
a i DENSE, FULL, WELL MATCHED PLANTS ~ ~ ~ ~ 'FOREST PANSY' REDBUD o o ~ o
i } o ~Ud~U
} + } i, o O 94 LLEX GLABARA 'NIGRA' 30-36" NT & SPD, B&B OR CONT. DENSE, ~ r ~
+ } + } + 'NIGRA' INKBERRY HOLLY FULL WELL ~9ATCHED PLANTS. ~ ~ w
+ + } + + + + + + } o UW o~Qa'
} } + + } + } + } + ~zd wcnz
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SCREEN WALL } } } + I
+ } + } } 0 t k } } +
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BUFFER + + + o
+ } } + +
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BANK + + } } + ~ j + + c
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+ + + + + + + } ~ i o~n m~~~ s J
} } '1 + + + ~ ~ ~ W ~ ' j ffl W
+ + + j OLCO~ OZ~ ~Q~U.
+ + ~ TROUT BUFFER + } +
RESTORATION AREA + + + + + + ~
+ a ~ SEE DETAIL ON } } + +
+ } + + I LS-1.1 } +
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} } } } } 0 O~~
+ } + + + + + } } }
+ } + + + + + + } + } } + + + 3' TALL SCREEN WALL o ~ ~
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+ + + + + } ABOVE PARKING LOT GRADE)
+ + + + + + } REF. STRUCTURAL } } + 2 + + + + + } + p~
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+ + + + + FOUNTAIN
o ~ Y ~ ~ ~ ~ a ~ 0~ p ~
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ANNUAL/PERENIAL BED, SEE i ~ ~
o~ + + + + + + + ~ DETAIL SHEET LS-1.1 ,ti ~ ; ~ Q
° + + } +
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poRr~ N of
POND FOUNTAIN SMALL BE KASCO MARINE MODEL ~1400JFL WITH L140 } + + + + + + ~ + + + POND
o LIGHT KIT AND C-25 CONTROL PANEL. LOCATE CONTROL PANEL ON } + } } . ~ pR0 ~ ARr ' ~ ~ Cr ~ BY
PARKING LOT SIDE OF RETAINING WALL COORDINATE ELECTORAL + + } } + } } + ' ~ ~ OrH~~S ~
CONNECTION WITH ELECTRICAL CONTRACTOR. INSTALL ALL EQUIPMENT IN + + + } + , ~ ~ ~ ~ ~ ~ , , , J `~G P i J
~ > } + } + + ~ ' ~ ~ i i ~ .ACCORDANCE WITH MANUFACTURERS RECOMMENDATION AND + } + } + ~ ' ' ' ~ ~ _ ISSUED FOR: DATE: BY: to
~ SPECIFICATIONS, INCLUDING ANCHORING. INSTALL FOUNTAIN PATTERN AS + } + + + j~,_ APP. COMM. 08/15/07 CJC ~
N DIRECTED B O E } + y REVIEW 10/31/07 CJC I APP. COMM. 01/18/08 CJC ~C
a + + i I I o i , _ ~ ~ REVIEW 03/25/08 CJC ~
PC 07/03/08 CJC I ~ ENG REVIEW 07/10/08 CJC ~
J _ - I_ _
J a pnRTin~i n~ ~aroi T ~ ~
& , v 1v v v rrr IL V" 11 1 I 17 1 7 1 1 1 1 I I
00 00 PROJECT BY OTHE 00 ' Joe NO.
6~00 Lli(n / CDW200901E Q
02 o e I / SHEET CD
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U ~I AN, LS-1.0
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GENERAL PLANTING NOTES ~ ~ ~ ~ ~
1. ALL PLANTS 70 BE INSTALLED IN ACCORDANCE WITH AMERICAN ASSOCIATION OF NURSERYMEN LANDSCAPE STANDARDS. SPACING AS PER PLAN URNING U U U U m
2. PLANT NOMENCLATURE IS TO BE BASED ON HORTUS III. ANY DISCREPANCY IN PLANT TYPE AND NAME/LABELED WILL BE EXAMINED BUSH THIS AREA SUBJECT TO w
BY THE ENGINEER FOR MIS FINAL DETERMINATION. ANY PLANTS DISCOVERED BY THE ENGINEER TO NOT BE THE TYPE LABELED WILL BE REJECTED. MODIFICATION DUE TO o
3. SPACING OF PLANT MATERIALS SHALL BE AS SHOWN ON DRAWING. THE ENGINEER SHALL REVIEW THE PLACEMENT OF PLANT MATERIAL ° TRAFFIC POLE, CONTROLLER z
PRIOR TO AND AFTER INSTALLATION, AND RESERVES THE RIGHT TO ADJUST LAYOUT TO ACCOMMODATE SITE CONDITIONS AND DESIGN INTENT. & GUY WIRES z
4. ALL PLANT MATERIALS SHALL CONFORM TO PLANT SCHEDULES. SIZES SHALL BE THE MINIMUM STATED ON THE PLANT LIST OR d d ° ° d ~ ~
LARGER. ALL MEASUREMENTS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "A.A,N. STANDARDS FOR NURSERY K." d STOC IRIS ~ HOSTA ~
5. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND REVIEWED BY THE ENGINEER. BLACK EYE ° w
6. FINAL PLANT LOCATIONS SHALL BE MARKED BY CONTRACTOR THREE WORKING DAYS PRIOR TO PLANTING FOR ENGINEER REVIEW. 4" MINIMUM OF ° SUSAN o ~ z
7. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANTS ORIGINAL GRADE BEFORE DIGGING. MULCHING MATERIAL 8. PLANT MATERIAL, ESPECIALLY EVERGREENS, TO BE PLANTED HIGHER THAN NORMAL WHEN HEAVY SOIL CONDITIONS (CLAY, ETC) FORM SAUCER WITH 4" ~ ~ w o
PREVAIL. ~ Q ~ w w w
9. ALL PLANT MATERIALS SHALL BE INSPECTED UPON ARRIVAL. ANY PLANTS NOT ACCEPTABLE TO THE ENGINEER WILL BE REJECTED. CONTINUOUS RIM IF FOR ANY REASON ANY BALLED AND BURLAPPED PLANT MATERIALS NEED TO BE STORED ON SITE LONGER THAN A 24 HOUR PLANTING MIX AS 1 ter- ~ • > o ~
PERIOD, THEIR ROOT BALLS SHALL BE PROTECTED. ALL PLANTS SHALL BE THOROUGHLY WATERED EACH DAY THEY ARE STORED ON 1~1 _ ',;,'..~%ll1-'ill%~ ~~~1`l'"~°, ,;::..~'~h~~lt SPECIFIED ~-'lll~l~ . ~l~l~-- ll~l.- -~ll~, .-Ill,;..:.. ~1 + ° o~~;~~
SITE. ANY PLANTS ALLOWED TO DRY OUT AS DETERMINED BY THE ENGINEER WILL BE REJECTED. %ll~ • `':.~'~~`~`~%~J~`~'~~' II%1-- ~lll''%Ill-' `'~~~'~"'i~~ ~I'~114" P •~Y LACE STEEL 11 ,-t ~,11~11 , ,~1 • :1,``1--- 10. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL WRAPPING MATERIALS MADE OF SYNTHETIC OR PLASTICS ~11I ~ Il1~I~ X14) ~ ~ill~~ ~t ~E STEEL + + + + + ~ w ~ ~ o + + + + + ~
1L 1 X111 ,I~i~; l~1 ~ r~;~~;:-111;-. BANDING SHALL BE REMOVED AT TIME OF PLANTING. ~ ~ ,1~~. 11 i11 y lI1 (ll 1 I ~ BANDING + + + + + + + + + + z ~ ~ JND BED + + + + + + + + + + + + ° ooo~
Il~--,. ~:a~: ~~l,l% ~1~~ X11 ~:r.~,: ,111%' AROUND BED- 11. THE CONTRACTOR SHALL FILL PLANT PIT WITH PREPARED PLANT MIX OR AMENDED TOPSOIL AND WATER HOLDING POLYMER GEL TO l%l ~1~ ` :~,;~4 %ll~-~ l%l-- --Ill- +~~:~>.~1,;,~-, r i~l`l~ --11._:r~:~: .~r:1~1,11%~~ ,111~,11~ r;.;.. ;;~.~;;;i~~~.i%~~ 1 2 DEPTH OF R00T BALL OR ROOT MASS PACK FIRMLY PUDDLE WITH WATER AND BIOSTIMULANT, THEN FOR BALLED AND ,,L ~~Ii-' ,,f•;,•, ll.~ll X111 ~111~~~ •:1.=~.~~,~~ + + + + + + + + + + + + + F.. m
/ ,,,111.~~1t 1 ,111 111, 1 11 , ,~1I1~ BURLAPED MATERIAL THE BURLAP AND ALL LACING INCLUDING WIRE BASKET IF NECESSARY SHALL BE REMOVED FROM THE UPPER ,1 ~'~%I11%1 1 1%111'~11I% = %11 ~ % 1" ( ) ~ , ti 11 111 ~11- x;;;11 + + + ~ + + + + + + + + + Q ~ + + ~ + + + + + + + + + + + ° vow
~,1 ,11 - ,1, ~ X11 ,111 ~111~- I~l-- ~ 1,1 I,,,, ,111 HALF OF ROOTBALL, THEN FINISH BACKFILLING ADDING THE WATER HOLDING POLYMER GEL, MYCORRHIZAE AND SOLID FERTILIZER TO ~~'-'~Il~l~ -'11l ~1~~~111 1~ X111 X111 ,-11t 1~ ~,-I11 ;1I1 ~~,1 ~1 1 1~~11 ' --1 ~ 1 1~ -~I ' I~~~ 111-, ,iG~1u~-11,~ , 1., ~ L~I~I + + + + + + + + + + + + + + + + + ~-~rw>
P I PA K FRM Y AND WATER WITH THE BIOSTIMUTANT. A SAUCER SHALL BE PLACED AROUNp ~111~';~1I~~ 1l1%~~ 11l%11~i~1%111 ~~~%11 - ~ ~ 1l ~ THE PLANT MIX OR AMENDED TO SO L, C I L EVERY PLANT AND SHALL BE APPROVED PRIOR TO PLACEMENT OF ANY MULCH. + + + + + + + + + + + + + + 00 ~zd~
12. LAWN RESTORATION SHALL CONSIST OF 4" TOPSOIL AND HYDROSEEDING. + + + + + + + ° 0 0 w~nz
13. ALL TREES AND SHRUBS ARE TO BE FERTILIZED AT THE TIME OF PLANTING WITH AGRIFORM 21-GRAM FERTILIZER TABLETS AT RATES 2X BALL DIAM. RECOMMENDED BY MANUFACTURER.
14. ALL TREES SHALL BE STAKED. THE STAKING SHALL BE ADJUSTED AND REPAIRED AS NECESSARY AND REMOVED AT THE END OF THE + ° 000 u~z~°
ESTABLISHMENT PERIOD. NOTES: USE DOUBLE GROUND HARDWOOD BARK MULCH, 4" MIN. DEPTH ° ° 0 0 0 0 ~ o 0 0
15. ALL PLANTS AND STAKES SHALL BE SET PLUMB UNLESS OTHERWISE SPECIFIED. ALL GUYS AND STAKES MUST BE LOCATED WITHIN STAKE AS REQUIRED EACH TREES MULCHED AREA TO ELIMINATE THE POSSIBILITY OF MOWER CONTACT AND TO REDUCE MAINTENANCE. PLANT SO THAT TOP OF ROOT BALL IS EVENT WITH THE FINISHED GRADE. `
16. AT PLANTING TIME ALL DECIDUOUS TREES SHALL BE THINNED BY REMOVING INTERIOR SECONDARY TWIGS, INFERIOR BRANCHES, 0 00 ~~~~o
TEMPORARY BRANCHES, AND CROSSED BRANCHES ACCORDING TO ANSI A300-1995. SHRUB PLANTING BED 17. ALL EVERGREEN PLANTS SHALL BE SPRAYED ACCORDING TO MANUFACTURER'S INSTRUCTIONS WITH AN ANTI-DESSICANT THE FIRST SECTION x-000
WINTER. THE ENGINEER SMALL BE NOTIFIED THREE DAYS PRIOR TO THIS WORK. ~
18. PLANT BEDS SHALL CONSIST OF 12" PLANTING MIX AND 4" DOUBLE SHREDDED HARDWOOD MULCH. d'~N`-W
19. ALL MULCH MATERIAL SHALL BE PLACED AT A MINIMUM DEPTH OF 4" AND SHALL BE DOUBLE SHREDDED HARDWOOD BARK AND SHALL BE ENCOMPASSED WITH METAL EDGING. ALL EDGING SHALL BE ~ie''x4" STEEL, COLOR BLACK. CONTRACTOR SHALL LAYOUT METAL EDGING, STAKE INTO GROUND COVER PLANT SET AT ANNUAL~/PERENIAL BED
EDGING FOR APPROVAL. NDISTURBED SOIL EVERY 30 SCALE 1 =10'
20. CONTRACTOR SHALL PROVIDE A PLANT MIX CONSISTING OF 50% EXISTING SOIL, 30% SANDY LOAM TOPSOIL, AND 20% COMPOST AT INCHES ORIGINAL PLANTING DEPTH ALL PLANTING LOCATIONS. PER PLAN
21 • SOIL ADDITIVES INCLUDE SOLID FERTILIZER, BIOSTIMULANT, WATER HOLDING POLYMER GEL, AND MYCORRHIZAE. THE SOLID FERTILIZER \ 3" DEPTH HARDWOOD
SHALL BE AN ENGINEER APPROVED, 12-8-8, ORGANIC FERTILIZER PLANTING TABLET. THE BIOSTIMULANT SHALL BE AN ENGINEER MULCH APPROVED TECHNICAL CONCENTRATE AND PLANT ENHANCER. THE WATER HOLDING POLYMER GEL AND THE MYCORRHIZAE SHALL BE ~ • • ~ ANNUAL/PERENIAL PLANTING SCHEDULE 0
ENGINEER APPROVED. ALL SOIL ADDITIVES SHALL BE APPLIED PER MANUFACTURES DIRECTIONS. IF A VARIABLE APPLICATION RATE IS N a
GIVEN THE MEDIAN IS TO BE USED. ~ r, LANDSCAPE WEED BARRIER SECOND CUT OTY SPECIES COMMON NAME SPECIFICATIONS
P 'LARGER THAN ROOT BALLS. FABRIC 21. DIG TREE ITS 6 22. ALL PLANTING BEDS SHALL BE PREPARED WITH APPROPRIATE SOIL MIXTURES BEFORE PLANT INSTALLATION. 12" DEPTH PLANTING 10 EUONYMUS BURNING BUSH 3.5f# TALL, WELL MATCHED y
23. ANY DISCREPANCIES BETWEEN THE PLANS AND SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR HIS REVIEW I ~ 1-1LI~ I I-I ,T - 1L 111~;1~11~-~I ~ II- T I- 1=1~11~1 ~ MIXTURE I~ I ~I I i I I i-1 i i~~ I ~~~~I I II I I~ I Q I I I
AND DECI510N. ~~_~~-II.I = LIB =1 ~l~ll_I~I=1I- ~ =I~1L~1I-II~II~III-ICI _ 24. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. I~I~IIi~~ill-II I III-II I II-II III-Ili~l II-III I III-III~I~III~I II-III SUBGRADE LOOSEN TO FIRST CUT ~ ~~~~~~~~;~j 70 RUDBECKIA FULGIDA BLACK-EYED SYSAN 1 GALLON, WELL MATCHED
25. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL - - - - - - - PRIOR TO PLANTING THIRD CUT [e111:LLLLLL~
DRAWINGS. MIXTURE APPLICATION 26. CONTRACTOR SHALL BE RESPONSIBLE FOR VIEWING THE SITE PRIOR TO BIDDING AND MAKING NOTE OF ANY SPECIAL CONDITIONS E BRANCH COLLAR + + + 123 IRIS GERMANICA 'BLACK' IRI5 -BLACK 1 GALLON, WELL MATCHED
THAT wouLD eE of A coNCERN To rHls coNTRACT. ANNUAL. & P E R E N N I A L PLANTING BED D E T A I L m
27. INFERIOR, NON-VIGOROUS, DISEASED, REJECTED OR UNACCEPTABLE PLANTS MAY BE SPRAY PAINTED TO ENSURE THEY ARE NOT USED IN THE WORK. SECTION PROPER PRl P E R P R U N ~ N G ETAS L ~ ~ 15 HOSTA TARDIANA 'HALCYON' HOSTA -HALCYON 1 GALLON, WELL MATCHED
SCA SCALE:NONE
100' TEMPLATE
z
8" 2-PLY RUBBER HOSE EDGE OF EXISTING VEGETATION OR T NK °o Uw ~ Q ~ ~
W y z
O oQ ~ >
~z m~ ~ ap O on ~o ~ ~N ~ G
RIVER BIRCH, 7 REO'D. O BUJ mZ~~ ~ QUJ '~~°~N V
4 DELETE PLANTING DETAIL
BELOW. ONLY PLANT THAT TREE WRA O~ NQW~
WHICH IS SHOWN ON LS-1.0. ° Q 25' AVERAGE
4 INCH MINIMUM OF MULCHING MATERIAL WIDTH
4" DEEP SAUCE
Q` PLANTING MIXTURE PER - SPECIFICATIONS 0 0
iTi~~" II - ~ II II c~
~ ~ I ~d a 8' STEEL 'T' POST : u~N~~~ 1 ~ r III h~~~ 2 MIN. ~ o
VIII i ~ III 0 00 ~ 0 0
,~j' Illf~ll~l " o .
II ~y "J' 11 C -f ~ illy -III' ~dii~ . II Il~ll III ,
r 'ill ~ ~ ~I~ Q REMOVE BURLAP FROM TOP ~ OF BALL - Iii+l~il~l~
~ 6" + DEEP NTINGS, 18"-3FT SUBMERGENCE, NOTES: C~
~ ~ PLANT H A MIX OF DUCKWEED AND UNDISTURBED SOIL REFER TO SHEET LS-1.0 FOR LIMITS AND LOCATION OF BUFFER RESTORATION ALONG RICHLAND CREEK. Q ~
WATERW ,DENSE PLANTINGS, 4$5 SFT. + ~
~ ~ SHALLOW PLANTINGS, 3"-6" OF 'E' SUBMERGENCE, PLANT WITH A MIX OF FLAT NOTES: USE DOUBLE GROUND HARDWOOD BARK MULCH, 4" MIN. DEPTH EXACT BUFFER WITH MAY VARY. ADJUST PLANTINGAS AS NECESSARY ON-SITE. ~ ~ ~Q~ ~
\ j SEDGE AND SAWGRASS, DENSE PLANTINGS, STAKE AS REQUIRED
\ 'f" ~ ~ 690 SFT. PLANT SO THAT TOP OF ROOT BALL IS EVENT WITH THE FINISHED GRADE. TOTAL RESTORED BUFFER AREA IS APPROXIMATELY 10,000 SFT, MULTIPLY PLANT QUANTITIES, AT RIGHT, BY 4 FOR TOTAL NUMBER OF ~ ~ ~ ~ PLANTS FOR ENTIRE TROUT BUFFER RESTORATION ALONG RICHLAND CREEK. ~
\ ~ - DECIDUOUS TREE PLANTING \ F~ ~ ~4
1 ~ SECTION TROUT BUFFER RESTORATION PLANTING TEMPLATE and SCHEDULE O ~ ~ w
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\ o o ~
\ op
J + + ~ C~oO Q SPECIES SPECIFICATIONS W a ~
z + \ + FOREBAY STABILIZ Q W °
U ~ ~ o WITH CENTIPEDE D.
z; 0 0 O 2 PLANTANUS OCCIDENTALIS 2-Y2" CAL., B&B W/ SINGLE LEADER, Q
a ~ 'F 'f' ~0~ ~ SECONDARY SECONDARY AMERICAN SYCAMORE DENSE, FULL, WELL MATCHED PLANTS (J ~ ~ ~ ~
Q = ~ o LEADER PLEADER ® ~ W
om \
_L \ ~f_ ~ ~ 2 OXYDENDRUM ARBOREUM 2-Y2" CAL, B&B W/SINGLE LEADER, ~ ~ ~ ~
Ya ~ ~ T T O ~ O~ ~ SOURWOOD DENSE, FULL, WELL MATCHED PLANTS ~ rI ~
m BROKEN \ i~ i~
o~ ~ BRANCH w o ~ -V ~
W
~ \

\ T r ~ ~ o ~ ~ i ~ i "r
w \ ~ ~ ~ J, `'a ~ \ _ - t
OJ ~ a~ ~ 1 ~ \ ~ \ 4 CARPINUS CARLINIANA 8'-10' HT., B&B W/SINGLE LEADER
, AMERICAN HORNBEAM DENSE, FULL, WELL MATCHED PLANTS c~
_ ~ >t~~ > _ _ INFERIOR NATEI HATER sPOUT 3 AMELANCHIER X GRANDIFLORA 6' HT., B&B OR CONT., CLUMP FORM z
TWIG ~ ~
T OF BASIN AND EXTER ROBBED E \ AUTUMN BRILLIANCE SERVICBERRY DENSE, FULL, WELL MATCHED PLANTS
I SLOPES STABILIZED H ~ P `-CROSSED BRANCH ~ ISSUED FOR: DATE: BY: to
~ CE PEDE SOD. SODA ND ~ ~ VISUAL BARRIER ~ .BANDING o SHR PLANTINGS ACCOR GLY. UN - APP. COMM, 08/15/07 CJC ~
7 RHODODENDRON MAXIMUM 30"-36" HT., & SPD., B&B OR CONT. REVIEW to/31 /a7 c~c
~ ~ TEMPORARY TW ~ SHRU LANTINGS, MIX OF HAZEL ALDER AND ~ I TEMPORARY Twit ROSEBAY RHODODENDRON DENSE, FULL, WELL MATCHED PLANTS APP. coMM. of/18/oa Uc <c REVIEW 03/25/08 CJC ~
a RY N 1 F T SPACING STAGGERED. ~ ~ CKEft ~ ELDER 0 0 00 , OOT SU -ROOT SUCKER PC 47/03/08 CJC
~ BOTH SIDES OF RIP RAP SPILLWAY. + GRAPH SUCKER J SHAL W LAND PLANTINGS, 1"- 7 ILEX VERTICAILLATA WINTER BERRY 30 -36 HT. & SPD., B&B OR CONT. ENC REVIEW 07/10/08 c~c
ABOVE ORMAL POOL, PLANT A MIX 'WINTER RED' WINTERBERRY DENSE, FULL, WELL MATCHED PLANTS r-
~ nr er e nnin urwrc erno ncc ~ illllllllllllllllllllllllillll VIII IIIIIIIiIII(IIIIII! iiiiiiiinu Yz n~ n w 1/~RTlnll I ~T~ cuni n n R~ 'cni iruGR r_~niTi ~a~nni ~
ui SUFFICI \EE IN O S TP~ r`,~~ZE BANK ~ ~-AND PRROSION 6 f"/ SFf. V~-A PROPER PRUNING DETAIL t J VI ILL/\ YLI\IIVILW\Il\ VIIV VLV VL .lVUIIILI\ VLIVILLIYiI-11Y
DETAIL JOB No.
~zSCALE:NONE O 15 ITEA VIRGINICA 'HENRY'S GARNET' 18"-24" HT. & SPD., B&B CDW200901 E HENRY'S GARNET' SWEETSPIRE DENSE, FULL, WELL MATCHED PLANTS SHEET
~WET, ION BASIN PLANTING PLAN ADDED o~ CONTRAC TOR MAY SUBMIT SUBSTITUTIONS FG ~ RE
SCAI E 1, =10' 12 LEUCOTHOE FONTANESIANA 18"--24" HT. & SPD., B&B LS- 1 e 1
V EW/APPROVAL BASED ON SITE COND EXPERIENCE. DOG-HOBBLE DENSE, FULL, WELL MATCHED PLANTS
of 6 0

UUUU
~ ~ ~ ~ } _ UUUUm
Out Parcel #2 Lumina #2 Luminaire Schedule J _
Symbol Qty Qty Label Arrangement Lumens LLF Description w
~ 2 2 E 3 @ 120 DEGREES 110000 0.750 WLS-FVR-5-1000-MHR-FG 30' MOUNTING HEIGHT o
2 2 F 01$0° 110000 0.750 WLS-FVR-5-1000-MHR-FG 30' MOUNTTNG HEIGHT ~ z
NarES: 1 1 H SINGLE 110000 0.750 WLS-FVR-3-1000-MHR-FG 30' MOUNTING HEIGHT o z
1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL nn 1 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE. ~J 3 13 I SINGLE 36000 0.750 WLS-SH-3-400-MH-FG 13'-6" MOUNTING HEIGHT ~ ~
3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED FILL ® 5 o z 5 J SINGLE 22040 0.750 WLS-WMI-S-FT10-250-MH-F 10'-4" MOUNTING HEIGHT z o
PER SPECIFICATIONS. 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF. o z
5. FOUNDAl10N HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE VALUE OF o ~ z
1 aoD PSF. 30' 15' 0' 15' 30' 60' 6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL 60' ~ Q o
PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1.8.X(4} OF "EMBEDMENT OF POSTS WITH ~ W W n-
OVERTURNING LOADS". ~ 0 W
7. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW. SCALE IN FEET 8, DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 4.6 SOFT. OF-Uj~ (n U Z ~ z W
9. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST-IN-PLACE. PRE-CAST LIGHT POLE BASE W ~ ~ O (n~Q
FOUNDATIONS ARE NOT ACCEPTABLE. - ~ O b ' ~ ~ +~o ry ~ ~ ~ ~ +L ' O o o ~ o
O ~ +O O ~ t~ ~ ly lf} ry~ ~ U °m U
O ~ • ~ ° + • H ~ U_ ~
+O ~ ~ ,i • ~ + ~ ~ ~-~-W> +N ~ ~ +N o U W
O N • ~ +N ly + . ry +~i o~Q~
+ ° +O O ~ W M • a ~1r ° KJ W Z
+ + + a +O '
° O + ' O + a~ N + + ly ~ ° +N ui z z ~
o • O I '
39' STEEL TAPERED POLE CONNECT ALL EQUIPMENT FO ° i - ~ PER SPECIFICATIONS. POLE B B GROUND CONDUCTORS TO + +
GROUNDING LUG IN POLE +O N SHALL BE MADE PLUMB WITH ~ + I~ R7 ~ NoN Q
LEVELING NUTS. +O ' TEMPORARY CAP ALL CONDUIT ~ O +rl N ~ • © ° °
HAND HOLE WITH COVER +O +N
1'-6" FROM BASE OF POLE, R +O N 5/8 x 12 COPPERWELD GROUND OD O O fly +N . r~ cv W + ly +N ~
4"x 6" MIN. CONNECTED TO EQUIPMENT GROUND ~ + p +O ' ©
WIRE AT GROUND LUG IN POLE ~ ~ N +N
DETAIL "C" iv ry +N • ~ e ~ +N ° -F . ~ +N ° m
+O ~ d., +O °
A A : O +O ~ a ry ~ O ~ . Cn ~ 1 ~
a ° H + 3 - 3 TIES @ 4" O.C. M (4} ANCHOR BOLTS 1.25" DIA. +O ~ +N + N to ey ~ ~ +
# +O • 24" DIA. x 42" LONG x 6" HOOK O + L?'
FINISH GRADE O + ° 1-1'11 P^•J ° +M I V
• N ~ o
/ +O _ \ +O o / i\ i\ ry C~ ~~Y M +ry W ° o W s ~ ~ ~
+~-I rJ ' ~ RG N \ • V E5 ry +rn ~ w ~ ~
O + + ~ J • ~ 9 3
+N 0, ~ 3 +o ~ C 30,3 S = Nb~ ~ Q aye ~ ~ + . e 1° ~ 6 ~ sp 00 6 N +~o
+o • sp 6~ 5-#5 W/8" HOOK +O o
EQUALLY SPACED O + ~ O 3 _ • 5. . H + ~ o ~ + 30/~° 5 ' ~ +1`~ ry +41
oz N 1" MIN. LIGHTING CONDUIT ~ ~ 3 TIES Q 12" O.C. MAX O rt +
+O ' ~ VERTICAL AND HORIZONTAL +ry '
BARS SHALL BE FIELD TIED, 3" MWIMUM COVER TYP 7 ~ ,ii, N VAN `~I, ° N +N +
WELDING NOT PERMITTED. ° O + ° +ry +ry °
SUPPORT REINFORCEMENT IN 1 N z > ° ~ o ITS PROPER LOCATION FROM ~ O ly °
THE FORMWORK DURING +O ° ~ ~ + ~ °
CONCRETE OPERATION. +N N +~'~i
(4)-#5 EACH WAY r.~ N + ° W
2' BELOW FROST LINE ~ 52 +O ~ +O ~ ~ ly + ~ to +ry ~ ~ ~ ° Q ° O +
SQUARE +O
O ((-yy~-~' 6 O TW
3 TIES AT 16" O.C. 8"x 12' MIN COPPERWELD +O ~ ~ ~ m2~~'S ° ° + +ry Q Ut m ai N v
# / ( ) p GROUND ROD CONNECTED TO +O • N ° 'w o 3
EQUIPMENT GROUND WIRE AT O +O ~ ~ + + ° H + z0~ NQaou: ry +ry ° N Co
4-~8 VERTICAL GROUND LUG IN POLE ° O +n? • ° ri REINFORCING +O O ~ ~ r 1„,~ dl +Ol i`,
BARS PLACED INSTALLATION IN CONCRETE O H + . ° + ° +ry ry N ~ °
ADJACENT TO PAVING REQUIRES CONTINUOUS T + aJ +N ANCHOR BOLTS 1/2" EXPANSION JOINT MATERIAL +O N N 1
ALL AROUND. SEAL WITH JOINT O +O ~ +N O ry + '"1 • . +
SEALER PER SPECIFICATIONS O +M nl ° + CONDUIT AS REQUIRED }O +O N ~ l~ ri + ~ N ~
+O 4 ° ° TN + ry + ° '4 o °
O +o ~ s o + • .
~ O +O ~ • O ~ +I\ O /y~' + ~ N
+O O + ~ O +Ct~ . +ty + °
POLE-TO BASE PLATE WELD +O ° ~ SHALL COMPLY WITH AWS ANCHOR +O ~ y y +1'-~I ~ lfl
SPECS. AT TOP AND BOTTOM BOLTS O +O ~ p +O
OF BASE PLATE +O O y0 ° + ~ , . ' + ~ lU ~ F-I
O +N ° BASE PLATE BOLT HOLE o +O ° N ' 45 +O
TYP +O ° ry ~
POLE BASE PLATE A D 0'-3 3/4" +O ~ BOLT PATTERN PER Q +O ~ ° 111 ( ~ <C ~
O ~ MANUFACTURER'S N iv O ~V O O , l~ ~ N + ~ ~ ~ ~ •
RECOMMENDATION b M ~ +O \ O + \ ~ ~ ~ \ +O +N N
N N N ~ ~ ~ +O • H ~ ° • ~ ! e +1'~I
i i ~'o +O N ,',p +O ~ + i. ~
24 DIA. CONCRETE FOUNDATION ' ri ~ \ O + ' LIGHT FIXTURE ORIENTATION ~ ~ ~ +O
SEE SITE PLAN FOR % ~ ~ ` ~ C +O ° 01 ~ I ~o +ry ~ ~ ~ N
ORIENTATION TO BUILDING) i ~ ~ • N ~ +O • W ~ ~
/ ~ O +O ~ 1 +O
~ \ ` ~O ~ BOLT COVER TYPICAL ~ `FO O
~ ~ +O Q +O _ + T~ ~
v ~ +O • N
} +V . Z~- - -+0---
HANDHOLE WITH COVER REMOVED ~ O +O +O • O ~ ~ W +O +O ° cv nl +O- .
~ BURNDY COPPER #KPA4C - ~ ~.O
° m GROUNDING LUG WELDED SCRULUG AND TIN PLATED O O O °
? ~ TO INSIDE OF POLE NUT AND BOLT OR BURNDY ~ +O Y a COPPER ~KC20 SERVIT O
o TWO PIECE BOLT ATTACHED TO GROUNDING LUG O +O -~4----- - - - ~ - ~
~ COVER REQUIRED +O O m L-- +O _ ~ I \ ~ ~
or ~4 GROUND CABLE ATTACHED - -T+p-,r.~ w a LOCKING WASHER TO GROUND ROD o - ~ Q
IF SUPPLIED BY NUT
~ SITE LIGHTING VENDOR ~r
~ WASHER 5" MIN., 5.5" MAX.
LEVELING NUT BOLT PROJECTION o (MAX 1 " FROM
~ CONCRETE) BASE PLATE PER
o SPECIFICATIONS a
ANCHOR BOLT
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~ 12 1/2" ISSUED FOR: DATE: BY:
~ M WZ ~ ~ Q w 6~ BOLT CIRCLE APP. COMM. 08/15/07 CJC
o N ~ ~ Rq /4 REVIEW 90/31/07 CJC APP. COMM. 01/18/08 CJC
a ~ ~ n$. O~~S 0 REVIEW 03/25/08 CJC
I PC 07/03/08 CJC ENC REVIEW o7/1 o/oa CJc
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00 00 JOB NO.
cn TYPICAL LIGHTING POLE W:~E CDW200901E
BASE DETAIL z~ SHEET
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rl~ - --1 ~ i VE~TE~.AL LAMPfFLAT GLASS LENS ~ _ ~ ~ HORIZONTAL LAMP ~~1 ~ i } i 'l'3 l 1) ~ ~~{Eiiir it E' V E' i j t i ~ ~ .1 t~ i W
, ~'r ~ I-~ ~ 'l~`'~ ~ c}~((~ li ~°i~l~i( rr~~~,,~, I 1 r ~~/~d ~ r I ~.h~lf i'°~"~ l G--, ~ _ 1~..~4 I ~ ~ ~ ~t I-~' '~-'~l i i (3c i' 7~'. } / t t,; L. i L_~'~7 ~ i 1 i i ~ F ~ ~ ! ~ ~ ~ ~ i~Ii ~li y' IE~~ 1 . ~ i , ~1j i ~ 1 5~ 1 ~ r Z I ~,'C ~
~ f I. ~ I I,I I ~ , ~ , . ~ ~ . ~ ~ ~ \ . ~ ~ ~ ~ ~ i I, ~ I ~ ~ ~ ~ ; ~ , ~ d~ vi
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HOUSING Theone-piece die-formed aluminum half-r~ylindrieai housing is designed for ~
- ~ SPECIFICATIONS ~ ~ SPECIFICATIONS downlight only, uptight only, and combination upicghttdownlight applications. Aii mounting ° ~
hardware is stainless steel or electro•zfnC plated steel, a o
i_.~-~~~' ~ ~ HOUSING The FV Sertes formed aluminum housing is finished to produce ~ HOUSING The SH Series one piece aluminum housing is designE Busing is designed to WALL ~80UGT A galvanized steel wail mounting plate easily mounts directly ko a 4' ° vi z
a clean, sharp appearance and ensures weather-flight construction. - ensure aveather-tight construction. Continuous heliarc welds at all liars welds at all seams octaganat or square junction box. An EPDM gasket is supplied to be installed between the W o
Available in 2 sizes: Medium (reduced envelope 400 Watt Lamp) and ~ roduce a clean shat a earance. The bottom access door provide ' p p pP ess char provides ease of mounting plate and junction box, sealing the junction box from entrance of water. The ~ w ~
Reduced (reduced envelope 1000 Watt Lamp3. i installation and servicin . g - galvanized skeet universal plate allows the fixtures to securely attach to the mounting > ° ~ plate, using a unique clamping device which is locked into place with two hex head z ~ ~ ~
- - LENStGASKET A fiat tempei°ed glass lens is sealed to the housing with ~ - _ ~ ~ LENS AND FRAME The standard lens is flat impact resistant tt pact resistant tempered screws. The universal plate permits the fixture to be mounted in the uplighting or ° z o z w
rev ntin entr of moisture and insects. Combined ; i an EPDM gasket, p e g y i glass. The lens door frame Is attached with 2 stateless steel htr :sinless steel hinges, is ~ downlighting position. ~ ~ Q ~ °
with the vertical burn feature the flat lass lens rouides hi h g p 9 equipped with aspring-loaded fastener for easy access, and close 1 access, and closes ~ a5~~~~ z o ~ o
erformance I't htin . ~ p g g securely on a poron gasket preventing entry of mafsture and Ins (alluroft DOOR FRAME The aluminum pan style door frame nlaunts to the pausing using two o ~ o ~ na isture and insects. ~`~~iti~atio-n. stainless steel,. recessed and captive fasteners for eas7 access into the fixture. Hone-piece Q m
extruded silicone gasket seals the door frame against the housing. The door swings open U o ~ w
TOP ACCESS Is secured by four captive stainless steel fasteners and ' Ftat-IensedfixturesmeettESNA - i FINISHES FlxtUres are flntshed with a thermoset baked-on poi .et baked-on polyester and is held in place by a wire retainer. o v- ~ w
fuEtcutoffctassification provides ease of installation and servicing. ~ ~ awder finishin rocess to eve the fixture an exce tionall ; I ( p g p 9 p Y r exceptionally attractive o ~ Q ~
appearance. The polyester finish withstands extreme weather [ FlNISFlES Each fixture is finished with abaked-on polyester powder Creme weather change LENS/GASKET A flat clear tempered glassdownitght fens is sealed to the Boar with a ~ w z one-piece EPDM gasket. The diffused uplightiens utilizes a Solite~ glass lens secured °
#MENSIONS x ' n II a tractive a earance. without cracking ar peeling. Standard and custom colors availal fmtsllmg process to gtve the fixture an a ceptto a y t pp DIMENSIONS ~m Colors available. with multiple lens clips and cone-piece extruded silicone gasket. An options! ~ ~ ~ o
Standard finish colors include bronze, buff, black, platinum, white and REFLECTORS/DISTRIBUTION PATTERNS Fixtures are equii vizz~- pj ENSIGNS polycarbonate lens is available an most Compact Fluorescent fixtures. Itures are equipped with ~ ~ co oa
aRM MauNT PALE TOP IuIOUNT green. The polyester finish withstands extreme weather Changtas without ble in four distribution SOCKETS HID lamp holders are glazed porcelain, medium base for wattages up to 175 ~ ~ ~ ~ W
12^ a polished aluminum segmented reflector available in four distri A A cracking or peeling. Consult factory for available custom colors and ~ - ~Nr7~ Type j ti (3>, Type U t5), watts and mogul base, 4KV pulse rated for 254 watt. The Compact Fluorescent fixtures N O N Q
i-----I ('--~--°-I _ _ patterns with vertical or horizontal #~urn lamps: Type lti (3}, T _ , pinstripe decal options. ~ - $ and Perimeter Forward Throw tFP?, feature aone-piece thermoplastic socket. ~ ~ ~ ~ °
n _ r----- - B .-ooo
- I ~_~1 c REFLEt;TORStDISTRI~UTION PATTERNS The FV Series fixture is LIGHT SOURCES Designed to operate up to 400 Watt Hlgh Pre: ; I Watt H tgh Pressure LIGHT SOURCES The fixture is designed to operate with. Pulse-Start. Metal Halide, ~
available in four reflector systems and distribution patterns, all with } T III ) T e (5} and Perimeter - ~ Sodium, Metal Halide, and Super Metal Halide lamps. ie lamps. ~ Super Metal Halide, Metal Halide, High Pressure Sodium and single or double Compact N ~ ~
verttcal burn lamps: Type II (2 , ype (3 , Yp , Forward Throw (FP}. Reflectors are field-rotatable, enabling generous ' I _ - t3° Fluorescent lamps, lamps supplied asstandard- HIC} (clear, shipped installed) and cc Compact Fluorescent {coated, 4I40K, ship~d in separate carton).
SOCKETSGlazed porcelain mogul base sacl<ets feature spring 23" S . A a c EPA flextbtllty to dfstrtbutlan patterns wtthout ftxture movement. , g > feature spring-reinforced
contacts. Rated to 600V. BALLASTSIELECTRIGAL GOMpORE~TS Electrical components are faetorymaunted in ~
FUM 215!&° 12 3f4° 2115116° 2.8 i LIGHT SOURCES Designed to operate with Pulse-Start Metal Halide, ~ { r HPF re ufatin auto transformers. Availabl BALLAST CWA o g g F-- 24~ housing and prewired with voltage specific leads which extend out the back of the unit irmers. Available in lV3etai through a rubber grommet. This grommet prevents the entry of insects, dust, and moisture
FvR 21518° 16° 2s° 3s Super Meta! Halide, Metal Halide, Metal Halide Reduced Envelope or - Halide, Super Metal Halide and High Pressure Sodium. Starti~ Sodium. Starting into the fixture. The need to open the fixture to make siring connections is eliminated, a
High Pressure Sodium. temperature is-20 F for Metal Halide and -40 F for High Pre) F for H igh Pressure thus making installation quick and easy. UL listed HID com~nent$ with high=pawer G
Sodium. Maximum wattage is 400W. factor ballasts rated for -20°F starting. Compact Fluorescent ballasts are Electronic ~
SOCKETS Porcelain mogul-base sockets wtth sprtnq-reinforced contacts. Universal Voltage tl2t}-277V, 501bt}Hz) or 347V {bOHz}, 4°F starting. Compact Fluorescent fixtures with Uli {Universal Electronic} voltage are available with an optional
MOUNT#tNG BRACKETS BALLAST Metal Halide, Super Metal Halide, and High Pressure Sodium NTIN ORA KET BRACKETS Bolt On Arm: A 2112" x b" x 12° arm mount bait arm mount bolt on bracket dimming ballast. for multiple types of controls such as building lighting controls and
OU G S „ feature ahigh-power factor GWA ballast, and are designed for -20 F operation. is shipped standard with this fixture. (An 8 bracket is availabl asset is available far occupancy sensors. Battery Uack-up is available for U E voltage only. Battery back-up
single and D180 configurations.}Around pale plate is availab plate is available far starting temperature is 32` F. ~ m
BRACKETS Arm Mount: 5112" x 2 Ill" x 12" length shipped standard. a round poles. t i ,____.___i EMERfIEHGYOPERATiORlntegralemergencyba~tterybaek-upoption,availabiean m
(An 8" bracket is available for sin le or Dl$0 eonfgurations, but must ® ~ ~ 9 ~ usica to us~ca rorwee I ~ Compact Fluorescent unit only, is available to enure fixtures comply with the Life Safety
be ordered separately from Options column of the ordering chart.} A Round - ® f3oLT aN ARM pole Plate 4RPP} is required for mounting to 3" - 5° round poles. a"x 8" , ~ Codes which require emergency lighting aiang the path of egress on the building's exterior
0 so building occuparns can exit safely.
(See Options in Luminaire Ordering Information.} Pofe Tap: Gast aluminum BST-tvM WALL MOUNT PLATE I~ , REFLECTORS/OISTRIUtdTION PAT?ERNS Multiple reflector systems are available to
mounting hub conceals the wiring compartment and mounting hardware FOR FLAT SURFACED ARh9 ° t ; POLE TOP MOUNT (consisting of four llllb" Q.D. aluminum rods for medium fixtures and 7I8 i I deliver a narrow, wide or waif wash pattern. Downlight - Forward'Fhrow tFTM, FT},
O.D. aluminum rods for large fixtures and high-strength grade-five ~ i Wall Wash tWt~) and Type III {3) reflectors. Uptight-- Wati Wash tWW}. Up & Down
n I n insert ands lit lock washer for Bauble lockin I` steel bolt with y o p g ~ Light Combination --Forward Throw {FT}and Type i iI {3) with ID% uptight.
~t t" S°°ed for wec rocatians. BRAC((ET 2•BOLT PATTERN FIRISHES Eaeh fixture is finished vrith WLS's DuraGrlp~ polyester powder finishing ~ I z f~W
L J process. The DuraGrip finish withstands extreme weather changes without crackir~ ar up a oownug~t Combinatlon peeling and is guaranteed for five full years. Stantla~l Colors include bronze, black, ~ o
n, 1 I is ~ platinum plus, buff, white, green and graphite. z o w N
AppYOVedBy: ~,,r;1 _ ._i ~
1 ~ ,1~ ~ I N E 19 6 9 ~f ~ I Project Name: A N U F A C T U R I N G S C Approved By: ~i II { DECAL STRIPINiS WLS offers optional salon-coordinated decals in 9 standard colors to ~ o ~ ~
Location: Project Name: MANUFACTURING S# N C l? i 9 6 9 g+ C ~y pp ttco ran ~eec accent the fixture. Decaisare guaranteed for 5 years against peeling, cracking or fading, o z m ~ ~ ~ (](n dZNm _
P.O, Bax 1©0519 ~ Fart tAloreh, TX 76185
Date: 800,633.8711 ~ Fax: 817.735.824 www.wislighting.com Location: P.O. f3ax 100519 y Fort Worth, TX 76185 Approved By: t~1 ~~1 Li.~ ~ f~ ~ a ~ m ~ N D TX 76185 ~ w ~ ~ 3
Date: 800.633.8711 a Fax: 817.735.x}824 r uaww.wl5I1gI1tIng,Cc !w.wlslighting,com Project Name fed E~ N U F A C T t R R I G S 1 N C E 19 6 9 o f Q~~
location:
P.O. Box 14a5i9 =Fort Worth, TX 76185
. ~ HORIZONTAL LAMP _ - ~ :-~T~'CL LAMPIFL~~.T GLASS LENS ~ ~ ,.t' (..j r r_ i ,';mil I I I j -'A c--i r~~ ~jw.^,ti sate: 800,633.8711 s Fax: [phone] ,I www.wtstiglrting.coon
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i ~ FIXTURE MOUNTING ~ i ! ~ j ~sfny~f/) ! ~{7 i I~~~'''~]]} ~ i~l;tl1t~,'i,,~ i 1, ~I fir! ~iti ~ --i-- ~ ~l 1~~~i!1~~~L l~l~ ~}~it~.ii~~ji~!! { ~i I ~l ~ ~ ~ (~.~1 ~ ~ I ~
FIXTURE MOUNTING _ ~ ~ i r r-, ; ~ ; , ~ - CONFIGURATIONS ~ tL ~ ~ ~~~r 1 , l , ~ _ _ , ~ i
` ~r~ L~ y _ i ~ _i ~ _ , - t K ~ , - CONFIGURATIONS J , r I
POLETOP SINGLE 090° D18O° T90° TN12O° Q9O° POLE TOP SINGLE D90° 018D° T9O° TN120° TNl2a° qga~ °
MOUNT MOUNT ill~liyf:'Sifl~ DRDER[~IG jNFDtli~lATlf~(~ -
C ~;J~t~iJi f, 1, iii , I ~ t~ ,'Ji I~l~t ~~~,rsi 1 ( Il
®PTICS ®PTICS ~ Wf,21•SD' 3 -Type III Wide . 50 PSMU • Pulse Stan Metal Hare F Fiat Clear 9204' BAZ- Bronze ~
e a (Down light) FT - Forvaard Throw 70 900, 954 Way .Tempered Glass 24i3V BLK -Black ~
' ~ . WW -Wail Wash 100 PSMH -Pulse Start Meta{ Halide 24UV WHT • Whiff [ ~ ~ 150 250 WatE ~ 2774' PlP -Platinum ~
WI•$U WW -Wall Wash 175
{Up light] 254a SMH - Super Mehl Haiide Plus ~ ~ ~ 250 Watt ` BUF • Buff Wrv ~ ~
wet to~on Us~tl MH -Metal Halide GRN -Green w ~ ~ 70,140,154, 975, 254 Watt GPT-Graphite ~ ~
TYPE II (2) TYPE III (31 FORWARD THROW {FPD TYPE V [5I TYPE III [3) FORWARD THROW [FP} TYPE V (5} Consult factory for accurate optics. HPS -High Pressure SadiUm Qy ~ ~
NOTE: based on lOOO watt MH vertical burn. Consult factory for accurate optics. NOTE: Based on 1000 watt MH vertical burn. Consult factory for a~ 5D, 70,.940, 954Watt a ~ O ~
WI•SD' FTM -Forward 26 UE - Universal ~ CFl - Compact Fluarescem FAC -Flat Clear ~
ORdERINGINFORMATION SELECTAPPROPRIATECHOICEFROMEACHCOIUMNTOFORMULATEORDERC00E.Refertaexampfebelow. ORDERING INFORMATION SELECT APPROPRIATE CHOICE FROM EACHCOLUPvlNTOFORMULATEOROERCODE.Refertoet DER CoaE. Refer to example below. (Down Light] Throw Medium 32 Single 26, 32, 42 Wa0 Palycarbanate EleCtranic W ~~~•r~`•++i ~ U
LUMENAIRE LAMP LIGHT L[NE LUMINA[RE LUNI[NAIRE LAMP LIGHT LINE LUMINAIRE INAi RE 42 CFl2 -Compact Fluorescent F- Fiat Clear {924'27N 5€~OHzj ""'t r•4 ~
~ PREFIX DISTRIBUTION WATTAGE SOURCE LENS VOLTAGE FINISH OPTIONS PREFIX DISTRIBUTION WATTAGE SOURCE LENS.., VOLTAGE FINISH OPT([ w 5H aPTlolus 70 Double 26, 32, ~2 Watt Tempered Glass W ~ ® o ~
~ FVM 2 - Type ti 25Ow P§MH -Pulse-start FG -Flat Glass 480V BRZ -Bronze LL -Less §H - tai Halide 480V 8RZ - Bronze RPP - = Metal Halide 3 Lamp FP • Penmeter 250W MH Me FG Flat Glass - 8ronce RPP -Round ~ W
~ 3 -Type [!I 32OW ItRT - Malti Tap BLK - Blacfc , or yard 444W HPS -High Pressure sodium NIT -Multi Tap3 BLK • Back • Brack Pole Plate tVI•S 314 -Typo Ill, 144 PSMH -Pulse Start Mehl Halide F• Fiat Clear 124U ~ w W if. -less {Up ik Dawn} 90°!° Up 150 250 Watt Tem red Glass 24BU ~ Q
FP -Perimeter 400W 250, 320 Watt TT -Tri Ta 2 PLT -Platinum GS -Glare Throw 2 LL - HPS -High Pressure P Shield SMN -super Metal Halide TT -Tri Tap PLT -Platinum z Forward BUF -Buff 3 -Type III BUF -Buff -Platinum pe -Buff tamp Combo. x'90 -Forward 175$ $MH - Super Metal Halide 2440 ~ ~ ~ Ey
o ~ Throw Sodium 8BK- 8° Bracket BBKT ~ ~ 250, 400 Watt WHT -white 5 - Type V WHT -while -white st3KT - 8" i3racket Throw, 90°fo Up 250 250 Matt 2171 ® ~ ~
~ ~ 5 • Type V MHR .Metal Halide GRN -Green RPP -Round , BKT•I 8KT•WM -waif.:. MH • Metal Halide 3470 ~ ~ ~ ~ ~ -Green tVlount Plate 100, 950,175, 254 Watt gB04r o ~ ~ W p.,,
~ Reduced Pole Plate GRH -Green N BKT-wM -Wall CC -Custom m Envelope C Colorm GS - -Custom aS -Glare HPS -High PraSSUrO Sodium ~
~ ~ 400 watt Mount Plate ~ Color Color Shield 900,950Watt ~ ~ ~i ~
Y Q MH • Metal Halide PT -Pofe Tap I PG o ~ 250 Watf SF -Single ~ §F - PG -Photo Cent ~ v--i ~
m ~ Fusing I SF -Single ~ Fusing
o FVR 2 - Type II 400W NiHR -Metal Halide f)F -Double I OP _w o 3 -Type III 750W Reduced Fusing AF - Dauh(e ? Q
o FP -Perimeter 1000W Envelope AS -Accent Fusing E ' A l~~h~3 ~ _ p0 - No optsons PCI924V • ButtGQn•Type Photocell U
~ Forward 1000 watt Striping NG . Throw PSNIH -Pulse-Start PC -Photo Cell
~ Motal Halide _ 5 - Type V HPS -high Pressure NO - No Options I~tAMPLE OF A TYPICAL ORDER PCI248V • Button-Type Photocell PCI2>9UV • But~n•Ty{~ Photocell
o Af -Automotive Sndiuml PCI277V • Button Type•Photocell
w Forward ORDERS 5Q-S~ndby4itarta
d EQ- Emerg~tcy Quartz (separate circuit • MI.D only] TP • Tamper Proof
FAR 5 1000 MHR FG MT BRZ NO PMA - Foie Mourrt Adaptor for use with square poles
(EXAMPLE OROER3 , PMAR • Pale t~ou~Adaptorfor use with round pales ~
I V V 1? V 'V ~f , DiM • CFL Control Uoitags Dimming.Ballast ~~f MR19 • Emerpency MR91 lamp {separate CitCtiO)
w ORDEp S S 4O4 MH FG MT ORZ 3RZ NO MR99LL-EnrargencyMR99les&lamp -
~ [EXAMPLE ORDER) BB - CFt Batteiy Back-up ~ ,.a~, r ~ _ ~ _ LL•Lasslarnp ISSUED i=OR: DATE: BY: er
~ ~Lg ORDER: o ~ L tttgtedforwetlac~tons{Downilgi>ti4n(yJ tisted~fordampiot~lonslUplightineovo~d~looationsaniv) COIarD® APP, COMM. 08/15/07 CJC
N NOTE: V~LS•SH 2 FI'~ disttlbution a~ilable wdh Carepact Fluoresced light saurcos only. 45 • light Gold MetaiiiC 55 • Black REVIEW 10/31 /07 CJC 20-CharC~IMetailiC 50'White APP. COMM. 01/18/08 CJC <t
~ I. Voltage far 750W Nigh Pressure Sodium must be specified. NOTE: 8.250WattAvalablev+itbF1'tlistributianoniy, 94-BlueMetaliiC 5S°DafkREd REVIEW 03/25/08 CJC ~
_ I 2. Coasalt Factory for iateraatioaal voltages. (120, 277, 347 Voltage) - ~ 3. MT - Malti Tau is shipped standard unless otrienvise specified. 1. PC factory installed antl prevrlred for 277V. Alternate voltages wiEl require No#availabieanailmatleis,oansuitta~ary, 59-DarkGrs<On 704'AztOCSiirMetaihC PC 07/03/08 CJC 21-Tar~taH~ ENG REVIEW 07/10/08 CJC ~
w tMudti Tau consists of 120V, 200V, 244V, and 277V. MaltiTap ispre-wired revriring.
for highest voltage. Alternate voltages will require field re-viiring.) 2. Consult factory for international voltages. t120, 277, 347 Uoltagel ~ ~ 1": _,t 3. MT -Multi Tap 6s shEpped standard unless otherwise spec(fietl. F- C
i ~ ma~.u ~ I I ~ II ~ C 1~ ~ T f• rns~~u, r,,, ,.,,,.,H.,,ri~nv ~naao ~nnv o-,7u n~,~u~ r,,, -.o„a.o,~
Approved By:~ iN T E Il aN u, u
00 a 't 00 gs rtp0aa ® ri`aa~c _ _ Or..~ ' Dar JOB NO.
00 Project Name: MANUFACTURING SINCE 1969 Approved By: L , u~ L= L 16 (D0 Location: Project Name: MANUFACTURING SINCE 196c FK120V • Single Fusin FK120V+ PS - Pool rca bonate Shield C D W 2 ®C 9 C 1 E
z/ P.O. Box 100519 , Fart Worth, TX 76185 N C E 1969 FK277V • Single Fusing FK277V+ Std • Surface Wiring. Sox aux o DFK206, 240V • Double Fusing QFK200, 240U SHEET
Date: 800.633.8711 Fax: [phone] " www.wislighting.com Location: FK347V • Single Fusing FK34N+ E
0 3: P.O. Box 100519 Fort Worth, TX 76185 h, TX 1sli ~w g w.4M{sli h1{n .com +Avallabloanuio Mum ong. EP-1.1
w Date: 800.633.8711 : Fax: [phone] v www.wlslighting 0n a
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