20070776 Ver 3_Site Plan_20080801

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SHEET INDEX
GENERAL SHEETS SHEET N0.
COVER SHEET C 0.1 1, I: ~ I=: ~ , ~
SITE PLAN C-1.0 1 f , ;
SITE DETAILS C-1.1 ~ I'---
GRADING PLAN C-2.0
~ ( n fl ~ ~ ~ WATER QUALITY PLAN C-2.1 ~ i r 1 ~ ~ ~~I ~ ~ r ~ KAY
L u ~ _ _ . i~ I NOT TO SCALE
UTILITY PLAN C-0.0 ~ , ~ ~ ~ ~ 7 ~ , ~ L ~ i`
UTILITY PROFILES C-3.1
UTILITY DETAILS C-3.2 ~ ~ ~F,~ ~ ; i;;~, ~ ~i ,.;-'v ~l , 1, ~ ~ ii ~ ~ I,~i I ~ ~ 'U f
~ , S;1 k~~ `;I ~ ~ l ~ ~ ~ I i, II I h,
TI IT TAI C-3.3 L Y DE LS U I _ '~uCHTiur~ iviAP
SESC/SWPP PLAN C-4.0
~o scar_~
SESC/SWPP PLAN C-4.1
LANDSCAPE PLAN -LOT ~2 LS-1.0 i ~
LANDSCAPE DETAILS LS-1,1
I
SITE PHOTOMETRIC PLAN EP-1.0
PHOTOMETRIC DETAILS EP-1.1
. _
-I
4
• ~ ~
~
• ~ 1
b4 M UTILI EIRI E I T T LIST • WAL-MART SCE 1663-02 Woynesviue, N~
C-176-SGL-NO 0
GOVERNING ;AGENCIES AND ~ UTILITY CONTRACTOR RESPONSIBILITY OTHERS RESPONSIBILITY p • HOME DEPOT 102k SCORNER LEFT ENTRY
CONTACTS • 41DEDOCK 2BKGC 0
VIL E -PR VIDE AND INSTALL ALL WATER MAINS AND SETTING OF METER AT THE PROPERTY LINE WILL. ~ WATERLINES TOWN OF WAYNES L 0
16 SOUTH MAIN STREET ASSOCIATED APPURTENANCES PER THE PLANS BE BY THE WATER COMPANY -PRESENT P.0. BOX 10d AND SPECIFICATION RESPONSIBLE PARTIES • °o°
WAYNESVILLE, NC 28786 -ALL PUBLIC AND PRIVATE WATER MAINS SHALL ~ i
CONTACT: FRED BAKER BE C-000 f'VC, DR14 CLASS 200 ~ ~
828-456-4410 -ALL PORTIONS OF THE FIRE PROTECTION WATER i "'4 ,err. 0 ~ 0 0 ~~r..._----°~'
~ N1-1-~ ~ ° I n SYSTEM SHAU_ BE 1NSTAJ~LED BY A LICENSED I ~ ~
FIRE SPRINKLER CONTRACTOR r -ALL PORTIONS OF OTHER NON EIRE PROTECTION i 0 ® 0 0
RELATED LINES MAY BE INSTALLED BY THE ~ i 0 0 ® 0 0 0 0 0 0 ® ® ® ® 0 0
PLUMBING CONTRACTOR 0 0
-COORDINATE REQUIRED INSPECTION SERVICES ~ ° 0 0
WITH ENGINEER OF RECORD AND TOWN OF ~ 0 0 0 0 0 0 ® ® 0 _ 0 0
WAYNESVILLE DEPARTMENT OF PUBLIC WORKS. r--- ~ o 0
SEE UTILITY PLAN FOR REQUIREMENTS. ~ ° 0 0 0 0 p 0 ® 0 0 ~ 0
ANITARY SEWER TOWN OF WAYNESVILLE -PROVIDE AND INSTALL SANITARY SEWER LINES ~ ~7 S ~ 0
16 SOUTH MAIN STREET. AND ASSOCIATED APPURTENANCES PER THE o ~ ~
1 PLANS AND SPEGFfCATION - ~ P.d. BOX 00 ~ 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 '.,a. „ . _z,,;~--~~.'.~ ..,-~~.;~s~.i, r,-.~-~_.,~.,~~ - ;:;°~r ~ MURPHY BRANCH DIVISION OF \ \ SOUTHERN BRANCH RAILWAY ~
WITH ENGINEER OF RECORD AND TOWN OF
WAYNESVILLE DEPARTMENT OF PUBLIC WORKS.
T SEE UTILITY PLAN FOR REQUIREMEN S.
STORM SEWER TOWN OF WAYNESVILLE -PROVIDE AND INSTALL ALL STORM SEWER LINES ~ ~ ~ -~l~r ~
16 SOUTH MAIN STREET AND ASSOCIATED APPURTENANCES PER THE IFICATION \ ~~~~oas
P.0. BOX 100 PLANS AND SPEC ~ ~A~ \ \ ti ~+9r~~S~1tYl75+T~~'
W WAYNESVILLE, NC 28786 -REFER TO GRADING PLAN FOR INFORMATION ON CONTACT: FRED BAKER ALLOWABLE STORM SEWER MATERIALS 6c'IN ~
Q 828-456-4410 i/~'y Der O
NATURAL GAS PSNC ENERGY -COORDINATE CONSTRUCTION ACTIVITIES WITH GAS -SERVICE FROM THE POINT OF CONNECTION AT ~Ay ® b
Z~ o~ 15 OVERLAND INDUSTRIAL BLVD. COMPANY TO ENSURE INSTALLATION OF GAS THE EXISTING LINE UP TO AND INCLUDING
Q ~ ASHEVILLE, NC 28806 LINES ARE COMPLETED PRIOR TO ASPHALT OR SETTING OF METER WILL BE ~3Y THE GAS
CONTACT: GREG REYNOLDS CURB PLACEMENT COMPANY-PRESENT RESPONSIBLE PARTIES
828-670-3549 -INSTALL BOLLARD PRO~fECTION AS SHOWN ON -ANY RELOCATION OF EXISTING WILL BE DONE zm NOT VALID FOR CONSTRUCTION
THE PLANS AND PER THE GAS COMPANY IBY PSNC ENERGY -PRESENT RESPONSIBLE o ~ REQUIREMENTS PARTIES UNLESS SIGNED AND DATED:
o _ w mop CTRIC PROGRESS ENERGY -COORDINATE CONSTRUCTION ACTIVITIES WITH ~-ELECTRIC COMPANY WILL PF,OVIDE AND INSTALL
p ~ ELE LARRY BROWN EL~=CTRIC COMPANY TO ENSURE INSTA'~~LATION OF ~I ALL MATERIALS NEEDED TO ESTABLISH PRIMARY ~ ~ , JGB N0. SHEET 1; ~ a
~C° i IN S ARE COMPLETED PRIOR TO (OVERHEAD SERVICE FROM POINT OF CONNECTION
0 513 JONES COVE ROAD UNDERGROUND ~ E N A~ N TOR CURB PLACEMENT I AT THE EXISTING LINE UP TO THE TRANSFORMER _ I CLYDE NC 28721 .,P AL o7®2~ 2 ®5®2 UV 2 0 01 ~ e ®1
N 828-627-1653 -PROVIDE AND iNSTALL 2-4" SCHEDULE 40 PVC -PRESENT RESPONSIBLE PARTIES
~ CONDUITS WITH PULL ROPES, INCLUDING -ELECTRIC COMPANY WILL PROVIDE AND INSTALL
o ~ TRENCHING .AND BACKFILLING, FOR THE PRIMARY CABLE FOR ALL UNDERGROUND LINES
UNDERGROUND PORTIONS OF THE PRIMARY FROM UP TO THE TRANSFORMER-PRESENT RESPONSIBLE THE RISER POLE UP TO THE TRANSFORMER. PARTIES
~ SCHEDULE 4~0 PVC CONDUITS SHALL BE USED ON -ANY RELOCATION OF EXISTING LINES OR POLES I o~1- 011 vz.
THE RISER POLE AND RIGID METAL, LONG RADIUS, WILL BE DONE BY PROGRESS ENERGY - EU ~ ~ ~ P E R : 120D Ridgefield Blvd., Suite 145 Asheville, NC 28806
o ELBOWS SHALL BE USED WHERE THE PRESENT RESPONSIBLE PARTI=S WAYNESiIIL~E COMMONS RETAIE ASSOCIATIOf~ a2a.5s5.12as
UNDERGROUND PORTION MEETS THE RISER POLE U 1765 MERRIMAN ROAD Fnx:s2ass5s5ss
i AND TRANSFORMER www.wadetrim.wm Building relationships on a foundalipn otexcellence AKRON, ONTO 44313
-CONSTRUCT TRANSFORMER PAD AS PER THE
~ ELECTRIC COMPANY'S SPECIFICATIONS -PROVIDE AND INSTALL ALL SECONDARY SERVICE PH: [phone] PREPARED UNDER THE SUPERVISION OE: CHARLES J. CHRISTY, P.E.
o AND MATERIALS LICENSE 29142
i ~ TELEPHONE BELLSOUTN ENGINEERING -COORDINATE CONSTRUCTION ACTIVITIES WITH -TELEPHONE COMPANY WILL PROVIDE AND
ASHEVILLE, NC 28801 TELEPHONE COMPANY TO ENSURE INSTALLATION ,INSTALL ALL TELEPHON"E CABLE FROM THE POINT CONTRACTOR SHALL CONTACT NC ~°°°~~~CA~r~
CONTACT: DEBBIE GIBEAU OF UNDERGROUND LINES ARE COMPLETED PRIOR ~ OF CONNECTION UP TO THE BUILDING ONE-CALL CENTER @ CARo ~~SS
i 828-258-7135 TO ASPHALT OR CURB PLACEMENT PRESENT RESPONSIBLE PARTI=S N 1-800-632-4949 FOR LOCATION OK ~ ~'~~.~~E's's~~~..~'~ ~ ?,~~4
~ -PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC -ANY RELOCATION OF EXISTING WILL BE DONE ALL UTILITIES, AT LEAST 72 HOURS * * ~
C0 CONDUITS WITH PULL ROPES, INCLUDING ALL BY BELL SOUTH -PRESENT RESPONSIBLE PRIOR TO BEGINNING CONSTRUCTION. - ~ 819135 ~ - = ~o~~ a
~ TRENCHING .AND BAGKFILLING, FROM THE RISER PARTIES Q~ POLE UP ThE TO THE BUILDWG
Q~ -PROVIDE AND INSTALL PULL BOXES AS PER o a, o
~o TELEPHONE COMPANY REQUIREMENTS 90F
w~ THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES, TRENCHING AND TR I M ~ v 0
°i BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED. ~~I~IIIII111~~~~~ U
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DEVELOPMENT REGULATIONS ZONING LAND USE
1) THE PROJECT IS LOCATED IN THE HYATT CREEK AREA CENTER I I
(HC-AC) REGIONAL DEVELOPMENT DISTRICT. I
2) FLOOD ZONE CLASSIFICATION: FEMA ~ 370124 0005
y _ - Oft NIGH DECORATIVE FENCE 6Y
T A KS ~ ~ r~, / \ ~ , ~ , 3) BUILDING SE B C / ~ V ~ / ; AMERISTAR, NO GREATER THAN 4"
i T 2OFT - FRONT i ~ ~ ~ 8ft HIGH CHAIN LINK FENCE WITH i'~. ~ x, 4 x T AT N TOP Of \ ; % ' N GAPS AT ANY LOCATION. LOCATE ON ~ r TOP OF WALL OR IN FRONT W/IN 1FT, cr I
N.A. - SIDE ~ ~ ' ~ ' PRIVACY SLAS. LOC E 0 i / \ / `.,N;' WALL OR IN FRONT W IN iFT, PROVIDE ~ ' / ' , ~ f o\ PROVIDE 12" DIA SLEEVES If LOCATED o o IN WALL RE-INfORCEMENT. N ~
i`', ~ 12" DIA SLEEVES IF LOCATED IN WALL ~ ' ~ ~ ! 5FT -REAR ` / ; r ~ % ~ ~ , , ~ / ~ RE-WFORCEMENT. ~ ~ \ / i' . . ~ ~l I O
' ~ it / ~ ~ i\ i ~ i \~~i'/ ~ / V ~
) 61.00' i i r, 4 MAXIMUM BUILDING HEIGHT - 40FT WTI z7sT>QD;'~ \ r ~ i'~ h i ~ i \ i, , ..1275 . 8 - ~ ~ \ ' (n
o U' ~ Y',' ~j 5 TROUT BUFFER - 25FT FROM TOP OF BANK. ' f
) o0 o~ +5 \i ~ ~ ~ ~ ~ ~ ~
om
II U
W
i W
NOTE. ALL_ OTF SITE WORK TO BE a o
COMPETED BY OTHERS. o 0 M O 1t) z
BOTTOM ELEV. 2755.39 0 O d 0 ' + + - I
(TOP OF LEVELING PAD) 80TTOM ELEV. 2754.07 7 ~
LEGEND (TOP OF LEVELING PAD) 60TTOM ELEV. 2753.41 ~ (TOP OF LEVELING PAD) i ~ W
PROPERTY LINE ""~m,'~","~"'~'°""~"~"°"~ SKETCH FOR BIDDING PURPOSES ONLY. CONTRACTOR TO SUBMIT SIGNED AND SEALED RETAINING WALL #2 I !NQ ~
EASEMENT PR OR ~OACONSTRUCiA(ONUAL DESIGN TO ENGINEER SCALE: 1" = 6' O i
PROPOSED BUILDING
PROPOSED TYPE "A" CURB W
PROPOSED TYPE "E" CURB
PROPOSED PARKING SPACES 7a ~ ~ - ,~i _ ` ~ c ,,y~ 0 , ~ d
1" ~ i C~, h ~ x
TA ARD DUTY ASPHALT i ~ S ND i , , ~ 5 ~ , l r y ~ ~,v ~ -
. ~ f~ ) . , ~ ~ AV HEAVY DUTY ASPHALT ~y ~ ~ " I£ ; _ r 7 °r ~
J - , REMOVE AND ~ ri.. ~ w
9 ~ ~ A REPLACE ~ i~~! STANDARD DUTY CONCRETE ~ ~ ~ ~ ~ ~ ~ CONCRETE CuR~ r
d p I 2 , „ ~ ~ , ( t~~. ~ ' s Lam., z ~ ~ - r a ~ "4"° M ~`=-~i c r
SITE PLAN NOTES 11 ~ . , ~ , , ~ ` 1 ~ E , r ~ 2 ~ ~ ~ ~
~ ~ ~ ~ , ~ ~ ~
ATERIALS SHALL COMPLY WITH ALL CITY COUNTY ~ ~ I; `r ~ ~ 1. ALL WORK AND M ~ ~ ; y, ~ , ~ k ~.a ~ 1r Yw'o' 3~ 9
~ REGULATIONS AND CODES AND O. S. H.A. STANDARDS. ~ '
\ ~ AE\ 1. ~ _ r ~ _ I: A~T Gov ~ 0\,~~~ +i~r i ~ i i ~Y i' , iii
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR ~ I,'I I' _ - I,
EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES SLOPE PAVING sTORMWATER ~ MAINTENANCE ~ " l~l R - ,w.. - SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING }o~"~'"W~ ~i
A TBUILDING UTILITY ENTRANCE LOCATIONS. EasEMENT :5 - ~ , •s. ' ~ " DIMENSIONS AND EX C ~'~C3 ny "F, Fan ~ ~ 5 1 '
°n ` : - Nm:, i .„s, ~ S~ ~ , _ - r (I
3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, IurY F! I k~ 3 5 ~ _ UTILITY EASEMENT ~ 8~§~ ~ ' ~ k _W ~ ~
SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS n~q; rlu ~,,y ~ . ~ ~s x ,.max ~ _ ~ 1 r i
l ESTABLISHED. ~ ~ re ~ ~~~{31 ~-...A ~ ~ s~~ r,ys; Y ~s G' A~ \ y z YIELD TO P'c jRIA1~..~ ~ a ~e~~„e ~ ~_r ~ ~ . ~ ~ ~ w a ~ ~
4. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. ALL - - ~ p0 S10~1~; ~aE-E DETAIL°~, V @~~~, ~ ` SHEET C-1.1' ~m ~x~_.i. \ ~ ~ 'S - r.1
REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN. RErawlNC o - ~ - ~ ~~F~~ 1 \ STOP SIGN Ste. p ~ ~ 7 ~ ~~r ~ ~ ~`~~I ~I~~ G z ° w
WALL 2 ~ ~ 7~ STAIR AND STOOP, s - ~ . i i ' ~ _ u o a~
5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS ~ REF ARCH ~ ~`'S .T~H~ET C-1':""P~~~'~~~"~, ~ LINE , r ~~1 ~ Q t p, _ _ ~ ~ - n 5 W f~ %-~J ,h _y
OTHERWISE N ~ ~ N ~ p~ dUaoa
~ - ~ f~ EXPOSED :XPOSED 9 - m z N ~ -OUNDATION 3p• ~ E~` > ~ a N
T R HALL BE RESPONSIBLE FOR ALL RELOCATIONS, ~ ~z~y' FOUNDATION ' WALL NALL r. 3 . ~ ~ __e a~ ~ MONUMENT SIGN,\ ~ ~ o z N ¢ ~ ~
UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED ~ _ - -1' ~~>z ~~~"4 ~ 158.0p, o ( , T0, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & ~ ~ , ~ , r~, G~ a ` • REFERENC AE RCHITECT~r \
POLES ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE a' HIGH ~ V DRAWINGS z z
SCREEN - , ' I._ t ~ URB SHORT WALL WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WALL ' - ~ ~ ~ ~ e G / ° REF ARCH. ~ 18 , _
WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL ~ TYPE A BOLLARDS ~ ' I U RDS, ~ , BLUE \ ~ ~ ~
I DED IN BASE BID. - y~ .4 COST SHALL BE NCLU ~ ~ ~ ~ " ~ REFERENCE 30 15 U 15 30 60 ~ ~..r. S I~ - QE t :NCE ~8.p~ STRIPED TYP,
_ r V ~ CHITECTURAL ARY TOPOGRAPHY UTILITY AND ROAD INFORMATION s ~ gg DRAWINGS 1RAL.~ o HC SICK, ~ INGS of N SEE DETAIL ~ ~ ~f/ ~f 1,1
7. SITE BOUND - r~~- a , , a 30, TAKEN FROM PESTERFIELD P.A. OF ASHEVILLE, N.C. ~ ~eS ~ SHEET C-1.1 N ~'w R~' ~ 'r ~ ~i ~4 a ~ ~ r ~ ~
SCALE IN FEET ~ ~ ' 0 5 d 3~ I~ 1 ~ 3 16 _ ~ ° 00 26 Y r a Y YIELD TO f~i~fl t ;%i~
I 4.36 ACRES. 1 : ~ ~ 0 8. TOTAL LAND AREA S 1 ,'`~~r ~ ~ PEDESTRIAN- r~r ~ ~ ~ ,
30 5. ° ...y - B Y~~ g i; ' - STAIR AND SIGN, SE ' ~ r ~ ° ° ~ o DETAIL SHEET ~ I ~
9. NO WETLANDS WERE PRESENT ON THIS SITE AS INDICATED IN THE ~ ` ~ m C-1.1 f 1 r ~ ~ ~ ~/j
EVALUATION BY S&ME DATED NOVEMBER 29, 2006. ~ ~ ~ L~~. sTOOP, REF _ ~ n. ARCH. , . ° 1 ~ ~ RAMP ;ri 1, ~ I t ~ r ~ .
~ f ~ a1 F- IT II ~ ~ 10. REFER TO MATTERN AND CRAIG DRAWINGS FOR OF S E ~ ~ ~ ~ ~ ~ VAN ~ ~r+! ~ ~ r ~ trt~! ~t 1~}~3 a
IMPROVEMENTS• ~ FOUNDATION ~ ~ " - .
_ ~ . WALL a '
F R TO EP-1.0 FOR SITE LIGHTING. ~~1`"~~- 11. R E E _ ° ~ ~ - ~ ~ ` a 1.- - YIELD TO RAMP ~ ~ r ~ ~ i 1 I 1 PEDESTRIAN SIGN, PLANTER ~ r' ~ ~ 'I ~ ' ~ ~ ~ E--a
~ , F . E DETAIL SHEET PARKING ° IN WALK ~ ~ 1(~ ~ ~ 1f ~ E ~ t~ ~ O
- 12. SEE SHEET C-1.1 FOR SITE DETAILS p " - - ~ REFERENCE ARCHITECTURAL • -1.1 BUMPERS, N Er t 1t~ j f s~'~j ~ ,'x ° ~ I C1'~ 4 TYP. SIDEWALK ~ IL1ri,11E ~ ~ a (f ~ t
a ~ ~ ~ ~~~"a ~ RAWINGS FOR FRONT 13. BIKE RACKS SHALL BE, SONANCE SN05-7, .FIVE LOOP, 7 CAPACITY ~ ~ D
st SIDEWALK DETAIL. AS MANUFACTURED BY KEYSTONE RIDGE DESIGNS, 3 REQUIRED. ~ , - ~ ° 30 o CONNECTION i ~1~ ;1~~ ~~,11 ~ ; 1 ~r~n1~ t7 ~ i~ F rl ~ + y ~ ~ V1
COLOR & LOCATION BY OWNER. DIRECT EMBEDMENT, ~ ~ -
- 9 TYPE B „ 0. ~ ~ d~ ~ ~ ~ a~ ~ ~j ~ ~
- - GREENWAY ~ ~ BOLLARDS BIKE RACKS, LOCA ION ~ f ~'j~ 111 ~~'~fJJ e 4 ~ ~~~1
EASEMENT & _ ~ ` ~ ~ ~ ~ o AND COLOR DETERMINED I , ,(j 1
ACCESS _ LOT DATA TALE ~ _ w W 3p BY OWNER LANDSCAPE DIAMOND 9 ~3 9 s'f r~~ ~ f~ ¢~~~Z?u ~ W ~ O ~ ~
~ PLANTER 5'x5' INSIDE r (`~4--i_ ~ { ~ o I Er 1 s Q W
c AREA PARKING PARKING PARKING o AND " o~ DIMENSION, SEE TYP, ',i ( i~r l) I !r r ~ ~ ~ ~ ~ ~ DETAIL SHEET C-1.1 ° 1 1 i 7 ~ ) t£ ~ 7
I ~ PARCEL ACRES t BUILDING SF REQUIRED PROVIDED RATIO ~ ROPERTY uNE A - ` t CENTERLINE OF xa,, 9~(:~"... ~ ~ ~ ~a z - `,~s.~. PARKING ~ RICHLAND CREEK N .f ~ r r`, if i r 1 ~ E~ , ~ ~ ~ ~ r~ ~ j ~ J i 'lr I i ~ ! i ~ ~ I
COMMERCIAL 1 - 30,399 213 161 5.30 - a BUMPER ~S W 6~ r li' ~ ~j ~ l r i ~ 1
Q ~ TROUT ' `i• ~n YIELD SIGN, '0 ~ = BUFFER & ` ~ s 0~ N SEE DETAIL ~
0 0 _ `s R5 ~ TOTAL 4.36 30,399 213 161 5.30 GREENWAY - sHEET C-1.1
z m EASEMENT ;
o Q PARKING REQUIRED 7 PER 1000SF (BB) ~ - " o ~ RETAINING ~ x . " ~ ~ RETAINING WA i RETAINING WALL 24, ~ ~ ~ ~1.~~ l
m~ WALL #1 h' c STORMWATER ~ ~r jlj' +`f .j e~~`~1 ~jl~ r I---I
°07 "F' M MAINTENANCE ' f 1j (j' j' ~T7E1°I` ~
- n ~ - ° SKETCH FOR BIDDING PURPOSES ONLY, EASEMENT- i,-,, i1 t ~i~ ! ii ~ ~.~~~i~ i~% ~ t
N RETAINING WALL ~i - . ~ CONTRACTOR TO SUBMIT SIGNED AND SEALED ~ ~s~ ~ _ ~ ~ i rl ! 1 ~ tr 1 ,
~ CALE 1" = 5' Oft HIGH DECORATIVE FENCE BY ~ ' ~ ~ ~ SHOP DRAWINGS OF ACTUAL DESIGN TO ENGINEER S AMERISTAR, NO GREATER THAN 4" ' ~ PRIOR TO CONSTRUCTION• GAPS AT ANY LOCATION. LOCATE ON Q r ; I ;
3 SYSL 4' ~i r O / ' ~ t i I r' jl ( ~ I ( ~ xl i ' ~ 'il`., h~ ~ i I I~1
o TOP OF WALL OR BEHIND W IN 1 FT, ~ ~ ~ o PROVIDE 12" DIA SLEEVES IF LOCATED o ~~g - O, t f i '1 ~ ~
7` ~ 0 o N IN WALL RE-INFORCEMENT. ° o ~ ~ UTI YEA EMEN ~EMEN PROPERTY ' i 1r ~ ;1' r.• tai ' I i I LINE ~ t j~ ~ 'I ~
o ~ ~ ° ° ui o ~ I o + + ~ ° ~ ~ TILIT EAS sir il( „ ~ TILIT EAS ENT i'T_~______~!` ' ' 'i~^r~ ~
0 ° o ~ ~ 0 0 0 ~ I ILITY ~L l L 1 r' r ~ ' 1
o ~ ~ ; ' ~ o 0 EA EMEN o~A ~ ~ i ~ ~ G I ' \ ~
~ o + + ° . ; ; / ~ , \ ` + 8' WIDE X 40' •;ti ~y;~ J % _J
0 0 / , o I h %T , ~ ~ ° LONG WOOD CHIP ~~~T ~ ° \ / / i \ .7,.;63.:36, ~ ~ ~ ~ ~n TRAIL HEADER k':S3~s~~s \i~' ~p;t~. ~~~''."~:"$R41% ,/.F,t?3l'~159
_w___ ; ~ ~ ~ m. o ~ 62: ~ ~ ' 62.0 ~ A a , - ~ APP EC MM 08DA~E0 BY. w . . _ .,..._r:...._:: ..,..._.,a; ow .ca skxasraxWUs? a »°-`W-r , \ 0
; ~ p~' ACCESS TO GREE n. r - _ ~ w ,276.,1 !38 ~ 27 1.38 ACCESS TO GREENWAY WALK ~ _ _ y~ _ REVIEW 10~31~07 CJC ~ _ ~ a ~ ( ' ~ APP. COMM. 01 18 08 CJC Q - _
2760.72 a~ 0 2760• , ~ / ~ _ ~ _ _ ~ l REVI 03~25J08 CJC - _ ~ _
I 2760.06 ~ ~ - 2759.4 y°"m ~ ~ j PC 07~03~08 CJC ~ ~'`y~~~mmmrt1mf^E ~ ~ ~ G; ~ ENG. REVIEW 07 10 08 CJC ~ ~p
I m..,... ewm,~z vo...... ~ ~ ~
J 3 a ° ~
N ° HYATT CREEK ROAD~~~~ ~ _ _ - _
° ° 6~ ° In ~ + y~.~' J N V I C N C.S®Ro 1164
O O ~ + ~ , CD1N~®0901 E _ ~ ~ a - _ , 0
" Q ~ o o BOTTOM ELEV. 2759.07 ' a~, ~ ~ s~' SHEET c~
cY \--BOTTOM ELEV. 2758.41 (TOP OF LEVELING PAD)
o BOTTOM ELEV. 2757.75 (TOP OF LEVELING PAD) (TOP OF LEVELING PAD) LGROUND AT BOTTOM OF WALL
w
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- CONCRETE SHALL HAVE A MINIMUM 28 DAY 30" ~ ~
COMPRESSIVE STRENGTH OF 3,506 PSI ~ ,r'"~°"'~°'"~°""""~`~""°""""°"'°~°""°""°`°"'~~`"~""~"`"""'" - t ~r ~ _ ~U ~
,1 ~ ~ ~ ,
~ 1 6' i F ? ; ' ' (TYPICAL) 6'~ ,~0 `TO•.
NOTE; PROVIDE 1 2" EXPANSION ° / (TYPICAL) T ~
A JOINT BETWEEN SIDEWALK I I
AND ALL FIXED OBJECTS ~ : I~ I~'' II~~• ~ ~ ~ ~ T ~ 'I;i / ~ ,I O ! U r \
A ,r
I' f o 2.5'R Ii
1/2" RADIUS TOOLED JOINT OR B „ YIELD SIGN ~
PLAN U~E~ 1 DEEP SAWED JOINT (TYP.) w SEE SITE PLAN N.T.S. v ~ / .
1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED ~ 30' O.C. MAX. 7 r ~ I~ I
EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2„ SLOPE 1/4" /FT. MAX. s I , 4 j~ ( ~ ~
(TYP) Es 2" ~ ~f ~ ~v
5.0' 5.0' 5.0' 5.0' 5.0' S.0' S.0' (TYP) 1 2"R 6.5' / w N ~,D
(TYP) ~a e a a. o
00 ~ooo 00 ACCESSIBLE PARKIN( 0000 oomo~ wo`~P 6.. PARKING SYMBOL L ~ of
. 4 TYP PC CONCRETE OF PARKING SPACE UNLESS 24
TYP 4" RAMP SIDEWALK HERE, IF NECESSARY, LOCATE AT EDGE of PARKING S NOTE: ( ) ( OPE ACCOMPANIED BY " TT REINFORCEMENT WILL BE (TYP) TO STAY WITHIN THE DES RABLE SL VAN LE ER ' "VAN" LETTERING WHITE LEGEND RED BACKGROUND ~ w
No. 3 BARS 24" O.C. 4" AGGREGATE BASE LIMITS
SECTION A-A EACH WAY MAX. SPACING, OR COURSE COMPACTED TO SECTION B-B R1-~ i I~ NOTES:
6 x 6 - W1.4 X W1.4 WWF 90% STD. PROCTOR (TYP) 1. BOTH SIGNS SHALL BE IN ACCORDANCE WfIH THE LATEST ~z
CONCRETE SIDEWALK MUTCD EDITION, WARNING SIGNS W11-2 (TOP) & W16-7P "STOP" SIGN I' O (BOTTOM} WITH A BLACK LEGEND ON A FLUORESCENT
N.T.S. YELLOW-GREEN BACKGROUND N'T'S'
o'
ROLLED 24" DEEP EJIW 8667 WITH EJIW 868210 ANGLE FRAME SIDEWALK "PEDESTRIAN CROSSING" SIGN ~ W
FLUSH ADA GRATE tMATCH SEAT HEIGHT). CURB DETECTABLE N.T.s. ~ THIS SIGN TYPICAL AT ~
WARNING RAMP (SEE DETAIL) s" 6„ ALL VAN ACCESSIBLE ACCESSIBLE - 12" X 6" ~
PARKING SPACES ~ ~
CURB, SEE 3" °a CANOE ISLAND a ROLLED 3 RESERVED I'r
DETAIL THIS 1 1 THIS SIGN TYPICAL AT PARKING I I i/2°R.
6.0' 6.0' ° SHEET. CURB i/P" NELSON STUD ° ALL VAN ACCESSIBLE RY_S ~
WELDED TO FRAME a ° ° ~ p' PROPOSED PARKING SPACES GRADE
~ ~ , ~ , " a e - o
,11- ; ~ ~ ~ a. ~ 0
a 90.0 1 `~~I I ~ a a ~I ~ 9 PENALTY SIGN WITH WORDING
~ r,,~,=,-;~~~.,,~;-~~,~ ° ° ROLLED CURB RAMP ~4 REBAR AS REQUIRED BY STATE OR m
~ I_ _I I •I, '~it~~l..,~~, , CONTINUOUS PER LOCAL CODE 12" X 9" o
• (TYP,) N
TYPE E CURB, ~ I ~ 1 -2 4 r; 4-- ;1~~1 .I, 1_. 6 « OF THE BASE C=~ - TYP. ~ i ~ , _I - Ii 'I'~~ 't ~ "I'- N ~ < 0 a PROPOSED m
-~1~ i~_ :,il ~ I I l " suBBASE ACCESSIBLE PARKING SIGN
9 N.T.S. m
TREE DIAMOND .DETAIL ®®oa.eooooooaaoo®®®
SGALE: 1"-5' 0 0 0 0 ®oooaAOOOOOOSOOOOO® TYP - m®oo.~ooooooaooooo. E E ~ TYPE E VERTICAL CURB DETAIL
TREE GRATE INSTALLATION DETAIL o 0 0 0 ooo®o®oooooeo®oo~o. ~ 00®0000000oeo®0000 ~ N.T.S. vAN
00 0 00 00 ~ z o0000000000oooooeoo N 00000000000oooooaoo CCESSIBLE
o a o 0 0~ .®ooooooaooooo.ooo0 0.9" TO .A000OOOeOOOOO..eoo RESERVED
•ooooeooooo00000000 1.4 PAR NG
CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,500 PSI DOME SECTION
0,65 BACK OF MIN, BACK OF CURB o „ NOTE: GUTTER SLOPE TO MATCH
ADJACENT PAVEMENT, ' ~ w ~ FACE OF CURB TRAVERSE AND LONGITUDINAL. ~'c
AS SHOWN ON PLANS DOME SPACING DOME ALIGNMENT FA( U -®--o- ~ o ~o ~ m
6„x6„ _ z Zz a 1/2°' MIN. RADIUS SIGNAGE OTHER THAN oQ ~
~ DETECTABLE WARNING • ~ W1.4xW1.4 v 1" MAX. RADIUS ~ ACCESSIBLE ~ m 1" ~ (PED XING, STOP, ETC.)
WIRE MESH ~ s" 6„ / i l" MIN. P.C. CONCRETE ~ ~ m N w $
ASPHALT 1 _ 17" MAX. ~ mz~~
.SURFACE ~ -x---x --x x- x- x- x- -x--- x- x- RAMP SIDEWALK HERE, IF NECESSARY, . CONTRACTOR TO PROVIDE c ~ PRIME COAT AND TACK > W ~ ; ~ ~ 3
12" TO STAY WITHIN THE DESIRABLE SLOPE E 6„ COAT TO FACE OF CURB ~ °o r co
a LIMITS , BIKE RACK 12" WHERE CURB CONTACTS ~ ~ a a o ~
12" ~ Y2" EXPANSION " ~ ASPHALT. 2" SQUARE GALVANIZED 6" SIGN POST SET IN 6"
JOINT PIPE BOLLARD, PAINT NOTE: THE MIN. HEIGHT
P T A AY 4" DEEP ~ SLO E CONCRE E W 2 4" AGG. BASE FROM BIKE RACK DETECTABLE 16" MIN. YELLOW, FILL WITH OF THE BOTTOM OF THE
CONCRETE WALK, 24" MAX: GROUT LOWEST SIGN SHALL BE
SEE DETAIL WARNING X1/2" MIN. RADIU #4 REBAR (SEE DETAIL) ~ MAX, RADIU~~j\~ MIN. RADIU ~ ASPHALTIC CONCRETE PAVING ~ ~ 0 aX. RADIU ~ SEE PAVING DETAILS FOR
< SIDEWALK , , , g PAVEMENT SECTIONS, USE 6" PIPE BOLLARD °
SUBBASE, SUBGRADE AND FILLED W/ CONCRETE ~ COMPACTION REQUIREMENTS. AND PAINTED TRAFFIC I
`I : I , " ~,~~z RAMP 12:1 MAX, TYPE A CONCRETE WALK W THICKENED EDGE ~ ~eGr,~R~~r ~ n; ~Y~ TYPE A CONCRETE YELLOW
~ , No scALE ~ ' - ~ CURB A CURB AND GUTTER ° o
1. ~ ~ N.T.S. i ~
SIDE FLARES A TT R NOTES: SEE BREAK AWAY CHANNEL
15 ~`1i 12:1 MAX. CURB ND GU ER NOTES: ~ EMBED 10 PER ~ SLOPE TOP POST WHEN PIPE BOLLARD f--i 8" LONG, SMOOTH DOWELS AT ALL EXPANSION JOINTS OF CONCRETE CS NOT REQUIRED. BOLLARD
MANUFACTURER p~S A. PROVIDE 6x18" LONG, SM00~ RECOMMENDATIONS 5~ ~ FR B. 3/a" EXPANSION JOINTS WITH B V JOINTS WITH BITUMINOUS SEALANT AT 30' MAXIMUM INTERVALS, AT ALL REQUIRED IN TRAFFIC AREAS, ~
SqO~ RADII AND AT DRAINAGE STRUC DRAINAGE STRUCTURES GROUND/PAVING ^ r'^1 ~ NOT IN GRASS ISLANDS. 4--I
BIKE RACK FOOTING 1~~ p~ C. CONCRETE SHALL HAVE A MINI N,T.S. Q~,P~ D. LIGHT BROOM FINISH ON ALL ' 4LL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,500 PSI SURFACE ~ ~ ~ ~ FINISH ON ALL SURFACES, ALL RADII TO BE TRUE ARCS °
q0 E. PROVIDE (2) #4 BARS, 10'-0' ~4 BARS, 10'-0" LONG, CENTERED OVER ALL TRENCH CROSSINGS ~ W O
l~A~ F, PROVIDE (2) 6x2'-6" LONG 3.0" HMA WEARING COURSE, 6x2'-6" LONG BARS TO CONNECT EXISTING AND NEW CURBS 3500 P.S.L- 4 a c~ N P.C. CONCRETE I ~ w
NCDOT S-9SB ° i~ U~
P COURSES ~ PCC SURFACE COURSE B, 5"
4,0" GRAVEL BASE COURSE SIDE FLARE RAMP AGGREGATE BASE NCDOT CLASS 1 ~~o
COURSE, NCDOT CLASS 1 3„ ~ H
a 7.0° HD ~ 2„ •a ° a. W I-a ~ ~ w
.a „ P,C. NON-REINF. CONC. TREE GRATE WHERE CALLED ~ ~ o ~
~ 12 'a a SEE CURB AND GUTTER FOR ON PLAN, SEE DETAIL THIS SHEET. W ® U N-I W
`J P.C. CONC. , 4 a • • DETAIL 9 0, a T A TOR TO PROVIDE 9 0' (OMIT CONCRETE & PLACE TREE GRATE) Qw ..W~
CON R C ~ PRIME COAT AND TACK 6" ~ 1/2" MIN. RADIUS
z r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ COAT TO FACE OF CURB 5' 1 1" MAX. RADIUS ~ ~ ® ~ ~
o~- / WHERE CURB CONTACTS Q ~ ~ ~ / rV~rV~iV~rV~rV~rV~iV~iV~iA r\ i\ i\ i\ i\ r\ r\ i, r\ r\ ASPHALT. ° as ~ " - GROUND SURFACE ~ ~ ~ ~ o ~ W
a° ° ° a a - a e ~
OU ~ COMPACTED SUBGRADE COMPACTED SUBGRADE ~
?m o 0 a o P.C. CONCR 0 ~P.C. CONCRETE a o ~ ~ 2 ~ ~2 + ~ ~ ~ ~ a a - /2 ~ ~ ~
oa STANDARD DUTY ASPHALT PAVING o EXPANSION JOINT, F +NSION JOINT, PROVIDE °
m ~r cv EXPANSION MATE XPANSIDN MATERIAL PARTIAL E_EVAT~N r~,
6" SCH. 40 STEEL PIPE 1.5" HMA WEARING COURSE,
ii o NCDOT S-9.5B I FILLED W/ CONC. o WITH TOP ROUNDED. W
N 2.5" HMA BINDER ~ COURSE NCDOT I-19.0 ~ ASPHALTIC CONCRETE PAVING
8.5° AGGREGATE 2'-0" ~r CANOE (SCAN JE ISLAND DETAIL PAVEMENIT SECTIONS, SUBBASE,
~ BASE COURSE, o ° NCDOT CLASS 1 PAVEMENT OR WADE T WADE TRIDvf SUBGRADE AND COMPACTION
w FINISHED GRADE N.T.S. ~ a REQUIREMENTS. N.T.S.
0 12" • • ~V
P.C.CONC. d • . ~
a i~/ Q .a~ 3" COVER 5/16" ~ STANDARD ~ ~ GALVANIZED OR ZINC
- p ~A~ ~ OVER FOOTING i ~ ~ FACE OF CURB OR EDGE OF PAVEMENT PLATED SQUARE DR HEX. w
~ ~ o ~ \ \ \ \ \ \ \ \ FILL POST w/ CONCRETE HEAD MACHINE BOLT WITH NUT. PLAN VIEW ISSUED FOR: DATE: BY: t~
i ~ \ ~ ~ ~ ~ m z /i~ /i~ /i~ /i~ /i~ /i~ /i~ /i~ /i~ /i~ /i /i~ ~ Q - CURB, SIDEWALK
~ w 4,000 PSI P.C. OR RAMP BUMPER BREAK AWAY CNA~II~E~ POST APP. coMM. oa/15/o~ cJC ~ REVIEW 10/31/07 CJC y-
COMPACTED SUBGRADE ~ = CONCRETE MINIMUM N ~ ~ ~ 4-7% AIR ENTRAINMENT r - - 2 N.rs. APP. COMM. 01/18/08 CJC ~C PAVEMENT OR REVIEW 03/25/08 CJC ~
° HEAVY DUTY ASPHALT PAVING ~ (TYP.) ~ CONCRETE ACCESSIBILITY PARKING SIGN NOTES: PC 07/03/08 CJC
o ~A, ~ V/ ~ ( ~ ENG REVIEW 07/10/D8 CJC
4Q 44 PAVING DETAILS ,~,y'~r' j` ~ 4 ~ ~ ~ a ~ ao A. SPECIFIC CODE SHOULD BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. a B. (1) SIGN AT EACH ACCESSIBLE SPACE. SEE SITE IMPROVEMENT PLAN FOR ~
o NOTE: PAVING NOTES: N.T,S. 1'-6" ~~'I ~ e~ LOCATION. O
N z ALL PIPES SHALL BE PAINTED TRAFFIC ~ 0 0 ~ O p°°•p p C. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL o~ a o 0 0 0 0 O Co ~O~ O} C~ JOB NO,
i ~ A, SUBGRADE COMPACTION: (95% MODIFIED PROCTOR). ~ YELLOW ON LOT, C .,~.m ~C~U 11~1~,1C°~s. HIGHWAY ADMINISTRATION'S MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", C~,~~,~,D,~C~a~~~~/~,.,~ ~w_..m,.~ ~lm,...,..x~ LOCAL C06ES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH CDW~0O901 E c
~ 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. PROVIDE y2° EXP. JT. MATERIAL AROUND MANUFACTURER'S INSTRUCTIONS. 0
Q~ C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM REQUIREMENTS PIPE WHEN INSTALLED IN RIGID PAVEMENT. SHEET ~
OF THE CURRENT NORTH CAROLINA DOT STANDARDS AND SPECIFICATIONS MANUAL. PARKING BUN <ING BUMPER PLACEMENT
(D D. BACKFILL MATERIAL SHALL MEET NCDOT SPECIFICATIONS WITH REGARD TO MATERIAL AND COMPACTION. PIPE BOLLARD-TYPE B o E. COMPACTION OF BACKFILL, EMBANKMENT, SUB-BASE AND AGGREGATE BASE SHALL BE 95% PER N.T.S. SITE SIGN BASE DETAIL - ®1
L SPECIFICATIONS. N.T.S. N.T.S.
on- ai a~ 0

~
~m
SIT SITE GRADING NOTES
FINISHED PAD ELEVATION 1. CON 1. CONTRACTOR 1S RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE
STRI STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY,
CRUSHED STONE, ASTM D-448,
No. 10 WITH 6-12% PASSING 2. THE THE No. 200 SIEVE THE`. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON
o ~ 0 0 0 0 0 0 ~ THE 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
CRUSHED STONE, NCDOT SIZE COM COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
No. 57 OR 67 REST RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN Io
7o a o a ON THE PLANS. i~
D D D D G ON SUBGRADE, COMPACTED TO 98~
/ a a a a a a a a a/ MODIFIED PROCTAR 3. ALL aaaaaaaaa 3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. ~ ~
\\\~\\\\~a~ /i, /a./ / / 4, EXI„ z 4, EXISTING GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS. ~ o
30' 15' 0' 15' 30' 60'
E-r , - - 5. PRO 5. PROPOSED GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS. ~
j C FOUNDATION PAD DETAIL
N.T.S. SCALE IN FEET 6. THE 6. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED 1N THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. w
PERT PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.. > w
7. CON 7. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. z
8. CON 8. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.
„ IU 9. TOPi 9. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS, IF CONTRACTOR DOES NOT ACCEPT EXISTING ~ w
1 i I y~ ~ '~~r ~,P ii ~ ~ ~ TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A N Q
. ~ /j' ~ ~ ~ ~ ' , ; REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. ~ ~
; ~ ~ ~ t, •a 10. ALL 0 10. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY
~ STAE STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH
~ . ~ L ~ ~ - ~ ~ , GOVT ® . GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION 1S OBTAINED. ! ~ i~
/ I ~ - s z":,..
FOR DETAIL OF STORM / ' ';d ~.l 9 11. CON f 1 I FI TRATION ~ ~ ~ WATER N L ~ ~ . ~ i 11. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. V
POND B SEE SHEET ° ~ , .CON ' ~ 12 N 12. CONTOURS ARE FOR INFORMATION ONLY, USE SPOT GRADES FOR CONSTRUCTION.
c-2.1 ~ : F 2j5 k ~ n-~„ ~ ~ ~ ~ r a ,:;dom. F'>a.;a;-., v
1 a I ~ ~757~ 57,85 r ~.t t ~ ~ , I . .~7 13. CON 0 13. CONTRACTOR IS TO CONTACT ENGINEER IMMEDIATELY UPON DISCOVERING ANY SLOPE GREATER THAN 3~ IN PAVEMENT AND WALK AREAS. o
111• TW zz5a.oz r
I, 9 0
0
~ ~ IE ~ ,l ~ l I ~ ~'rw,. ,pew. / ~ { ; i ~ s ~ ' N 2759 "~`ti ~ CAP AS PROVIDED BY STONE MANUFACTURER, SET IN MORTAR, MIN 1", MAX 3" OVERHANG
I ~ ~ / ~ ! ~ a
/ 2758. . CULTURED STONE, STONE AND JOINTS W
I i 1' ~ ~ ~ d 6' rw°'~.,~ °',y ~ ~ I / ~ ~ ~ ~ TO MATCH BEST BUY BUILDING, ON ALL a EXPOSED CONCRETE. m
i3 ~I ~ r ~ 1 ..8 . MORTAR JOINT
~ ! ~ ~ ~ i~ li 86 2~sa ~ ~SA~U
~5' ~ A v d ~ ~ 6 : ~yd
~ ti 9 _ _ 1 ~ I ~ 1 i' ` ' ' ~ i ~ 1 I - MORTAR SETTING BED
I I f ~ 1'' ~ 259 t 00 ~ ~~~x I It ~A ~ 1' f 6~' I ~ o ^`"7 tit dom. PA
i RETAINING WALL WITH / ~ ~ i t' PARKING LOT SIDE CONCRETE WALL
. ~~,2 8' MASONRY SCREEN p 60 , WALL ABOVE ~ G ~Y~~ r~C ~ l ~ ~ 1,0 ~ ~~6' . , _ O O z Ci
~ P ~ 1 ~ 1 n o ~j ~o
I ~ ~ ~ ~ ~ I i l ~ / I 0~ ~ ~ OB ~ '~~~'`xA. Uw
i r: ~Q m ~ s-y 3
i iti ~y i J I ~ s ~ 761.26 _ bE 2 o W
; ~ e ~ N ~ BEST `~a ~ ~ ~ ~ ~~a~~b ~ ~ ~ ~ ! d ~ ~ N ~ I ~ ~ ~ ~ ~ ~°~x~ e 2760.25 ° Q W a
, 1 , I ' _ ~ z ~ _ Ow oo ~ po y a N ~ U
~ ti~ ~ > . , . ~ , (163 - ~ ~ m~
w ti~~ ~ ~ 6 ~ S a C . _ , 21 I ~ e ?I p ~ p T' - I ~6, 6p.g ~ ~ ,~M N I ti 2 ~ .5~ a. POND RE J~ dZ~,p •c 07 y
~ 5 ,:I6 0.4 , 10 0 0 - 216 ~ ~ ~ / ~ v ~ _ TROUT BUFFER 2 ~ ~ . ~ O , I g,B 2 ' POND RETAINING WAEL VENEER DETAIL POND >w 3 NO SCALE o ? N a
AND GREENWAY EASE ` ' i FLUSH g ~ ~ - K ~ LINER
I ~ ~
r ~ ~ ~ 11 ~ ~ o p p ,i ~ ~
~ _ ~ , _ r ~ ~ FFE_ ~ ~ _ ~ - - ~ - . i I ~ - 1 <o t
~ . p ~ 0 0 59 0 , '3~ 1 ~ _lr 163 PLACE TOPSOIL OVER COVER,
• _ o . _ _ 6 f ~ ~ ' ~ ~1 ~ / / i ~ i ~ - - - - N ; " ~ `l1 r~ ~ 1, gyp
III. ~ ~ ~ _ ~ rn ~r . ~ ~ ~ o ~ 2 y i ~ , / N ~ / ~ ~ I
~ ~ ~ _ o 1
i ~ ~ f ~ d F' _ ~0 ~0 r'~ ~ ' S~ ~ I ~ ~ N
a1~ ~ ~ _ ~0'p 12" MIN.
~s`~~~. l ~ ~ 2 0 162 2Ig 16~ p 01 ~ ~ RAMP. ; _ - _ .2 ,~g0 1,4~ 6~5 I ELEV 2760.25 MIN.
' ~ _ 5~ 1 j ~ 151 i ~ ; . 0 ~ i ` V\~ ~B 12" MIN. CLEAN
~ ~ 1 2 I, 21 ON SAND, I 1 ~ \w_.. ;~1 ~ A~ ~ ,,~r f o , , _ ~ ~ 216 ~ ' ; ~ , \ R~t~ 16~. SAND, NO ROCKS
' _ GREATER THAN z". ~ ~ PVC LINER ~ nn ~
L ~ ~ N ~ I~ i . _ i jl p 1 , Z
~A 1 0 X61 ~ i 1 N ~ ~ } ~ ~ ~.;{~f~j~,f ~ I 9 ~ ~ ~ ~ ~;r 1 j; Y~ ~ ~5 \ , 2 V l ~ N ~ ] ~ i f ^ H ~
~ \F'\ ~i~ ~ 1 V ~ I o i if.~ J 6' ~ % ~ - r-I
a ~ ~ ~ ~ t CO (Pi 6 i. , o R~ ~ e ~ V~ \ ~ ~ ~ p~0 ~ ~ , ~ ~ ~ ~ 5g, aQ ~ Yr r
' , _ - _ _ - ~ti ~ ~ ,ip~ 1`B ~,a~ ~J~ °P ~ ,Y~ ~iri~
~ ~1 ~ ti~5 163. w~ 6~.3a ~ t(~~Ir >>V~ ,~....1~ , '2 g0 ~1 ~ _ r, ,,,I,,, ~ ~ 1', , ~ ~ 16236 ~ 16~' ~ ~ ~ ~ I ~ 4" MIN. CLEAN ~ ~ ~ ~ ~
t~~~~ ~ ~ ~ 6 2 ~ 2 I Irll, SAND, NO ROCKS O ~ ~
~ ~ 63~ i Elrilr ~ s; ~ t~ 0~ ~ ! ~j. . GREATER THAN ~ ~ Q ~ p-,
, ~ ; ~ ~9• ti~ ) 16 N o I COMPACT AND ~ N SMOOTH SURFACE ANCHOR TRENCH 6" MIN. ~ H O ~
~ 1 2 ~ ~ .ti ~ p ~ ~ ~ 1 ~ ~ ~ 163 N' ~ y, , r I BEFORE PLACING
w I l F~ ,A 26 N, LINER. W ~y ~ ~
c ~ s r~~ ~ 4 I z A RETAINING WALL1 ~ ' 275940 ;<<. ~ R/ ~ { g'1 i,~,,` ce Q W-~ W ~
- , , ~ NOTE: ENTIRE POND TO BE LINED ~ ~
~ ~ ~ ~~8 62. ~ ~ ~ Al 2~~ , 1 6 N z t' ~ ~ ~ 1 ~ 8 1, ~ 6'~ ~ 1 o ~ ~ 1 ~ ° o' c' N 1 ~ ' ' ~ ~1 ~ ANCHOR TRENCH DETAIL FOR LINER w/3o MILL Pvc ~ ~ ® ~ ~
Q ~ ; ~ ~ ~ 1 ~ ~ 9~ ~ ~ h~ ~ r r, 2.63 ~ ~ , ~ _ ~ \ \ z ~ ~ " ~ 'S 276 - r p . , NO SCALE ~ na I-ti ~
~ f ~ 1 ~ ~ 6 'S 162.13 , , i O~~ ~
~ A \ ~ ~ ~ 0 RETAINING ~ 10 N ^ ~ ~
' N ~ ~ r c~~ WALL ~ 6 16 ° 1 ~i~~ ~ \ ~ 1 ) 6 ti L` ~ ~
\ , m o - t `r.' ~ ~ ~ ~ ~ ,
~ ~ t ~ ~ \ ~ ~ ~ ~S 19 ;^a CONCRETE ~ ~ ~r_ ~ _ ~ l Q CONCRETE r_,
~ _ ~ - . ~ ~ f v ~ ' ~i t ~ ~ ~ N W /8", X 2" BUTYL ~ b L ~
11 1 ~ ~ ~ ~ ~~a~> ~ ~ ~ '2s, ~ ~ a; - 1 8" X 2° BUTYI 1< ~ ~ ~ ` ` ` ~ TAPE CAULI TAPE CAULK
A.... , _ ~A~,,pl 1 i 1 ~ . ~ ~ i 1 ' JSg. ]J`4 ..a.. r i r'~ i ~ 4, \ a _ KY~~ ~ i ~ ` ~ ~ _ 275j ~ . ) E L. ~
~ - \ ~ ~ ~ f ELEVATION 2760.2', o . ~ \ ~ r ~m 9 ~x 2 7g Cj ~ l~v' ~ I _EVATIDN 27so.2'; ~ ~ ~ LEGEND
5. 2~~ ~ . PROPOSED DROP CURB ?
0 1, , ~ ~ s , ~ ~ ~ ~ \ ~ i ~ 2~so.2s 2j ~ oo ( FASTENER. SUBMIT CUT SH _ ~ ` 1 V, 1 ~ ~ ~ s ~ 3' ~ `D I l ~ a a,....._... I ~ ~ , ~ ~.wA D ~a ~ ~ ~ TO ENGINEER FOR APPRC SUBMIT CUT SHEET ~ h JEER FOR APPROVAL ~1~~ti ~

_ _ . a , I? \ ~ PROPOSED SPOT ~
S ~ y, . _ ~ ~ , ~ WAS Ef z ~ ; ~ . - ~~_-..nir„x EXIS~ r~ r n" ~ ~ ( i'~~~ I ~ ! j Airy, ~ i ~ _ \ ~ - 4 62.2 , WASHER L ~ ~ h~ ~
bays, ~ _ ~ ~ ~(9~`flETAIL OF STORM. ~~.y - ' A POND ~ ` ~ PROPOSED TOP OF CURB ti y0°'~ ~
~k° T A . _ r Y W ER WE _ ~ ` SHE T C-2,1 , ~ SEE , , E ~ _ ~ I ~ ~ ~ I;.j; ~ PROPOSED GUTTER ti~ IssUED FDR: DATE: BY: en
z • ~ j r ; o - ~ ~ - / X 2 ALUMINUM BATTEI a___...___-_ ~ _ ~ Ap,.~ rte.. a 4LUMINUM BATTEN ~I ~ ~ ~ APP. COMM, 08/15/07 CJC Z I~i 3.2 % REVIEW 10/31/07 CJC
_ G N ~ ` i ~~1 ....--..K ~ sT~m~ Y , , ~ - ~ ~ _ ( MIL PVC GEOMEMBRANE LNEI ~ )MEMBRANE LINER ~ y ~ PROPOSED SLOPE APP. COMM. 01/18/08 CJC
r J , i _ _ ~ 1 I 4 REVIEW 03/25/08 CJC
f1 _ ~f 7. ~ ;i ~ , PROPOSED MAJOR CONTOUR - Pc o~/03/08 c~c ENG REVIEW 07/10/08 CJC ~ ~
I ~ ~ PROPOSED MINOR CONTOUR i-
~ i.^~ ry _ • / ~ ~ O
`%-f-. ~ - uA~ ~L ` EXISTING MAJOR CONTOUR _ Jae No.
ro ~ , - j
r ~ _ y , w ~ i ~ ~ L ~~AA ~ EXISTING MINOR CONTOUR CDW~®O9®~ E I ~ ~ - Q
.w LINER DETAIL FOR ATTACHING LINER PROPOSED RETAINING WALL SHEET
i TO CONCRETE WALL C-2.0
0 NO SCALE

i~ ~
~ m U
20' 10' 0' 10' 20' 40' I-, -
SCALE IN FEET I I
TOP OF POND WATER QUALITY VOLUME
- - 2765 ELEV. 2762.50 ELEV. 2761.50 , 2765 2' MIN.
ORIFICE OUTLET, SEE 5 - _ _ Tz, , I
DETAIL THIS SHEET, MIN., OVERPLQW PERMANENT POND; ROCK WEIR FOREBAY , _ _ u..- y-_.._-___--___ _ -TOP ELELVATION PER ROCK WEIR TABLE GLASS 1 OR B RIPRAP )f
V EV.2760.25 RETAINING WALL, SEE ; I 2762.00 EL, ,
STRUCTURAL PLANS / _ - I _ _ - - ~ _~r~1 ~ o
/ 276 tv POND ~
0 \ 2760 A-~,~.y.,;°r~J~~s~ r~£ ~x ff~ r~>~~~ }Y,rrl ~
gg \ SLOPES CENTERED 1/c~,,:~a~ m~3^~~sJ gg a a Jay", .u y'~~, ~,,h~~„ J i i£.ry 4h JJ k,~J ,ky J~ 4 w',u ,H, a x 3°~ ~ ~ ~ 1-- /--~~,l~L~ < BOTTOM ELELVATION PER ~ o _
trN Et,EV 2760.23.._ ~ ~J y f T r f £ ? ! - - C~1 \ s ; f , Vii` si , ~ ;,JU 3'. 3 \ _ ~ ^j ROCK WEIR TABLE ~ _ - `
\ _.._i-. i. G{~ J~ J, Y , J ' f ~ ; ; H Ya' ~t i f ~ ~ a , s yyK g \ \ \ I i ~7 ~ ~ ~I ~vgy;,' H~ J ~ ~ ~ ~ r ~ JI ' ?',j ~ y~ t , z~/ ~ . ~H „ I ® ~~62 ;;fit ,4~ ~/i;, z";,J r; 37¢'x, 9 !f, Fryy ,r a; ~,~d - - ~ DEPTH OF ` ~ / ~ U _i
vl Y, 1 Y S i C SEE PLANS ~ ~ ~ a::~~ ~.1 C w
\ 2755 ~ J ~ ~f Y , `yi ~ ~ - _ , v € . 2755 FOREBAY VARIES, ~ ~ BOTTOM OF POND
® o _._C.hEAN OUT. SEDIM.E.NT AT _BOTTOM..OF.~PQ.N.D C1.EAN_OUT SEDLM.ENT AT___...__... ~.ENT.AT.__...__.. - - - - - - - - - - - - - -
Q ` ® EL~V. -2755 00 ELEV 2754.p0 ELEV. 2755.00 i \ ® _ _ilI=III ~~III=III=III-1II~i~lll~lllll~llllll'II~ III=IIL III=III,=_, IIIIIIIII- ~ _ III-III; ~ -
r~ \ ~ _ . . - - - IIII-III- z
lS ~ T I_.. ~ S ~1' ~ Ss ` V I -1 I i -~~-~I-~-III=III-~-~~ SECTI~N VIEW EARTH WORK PER PLAN O~
\ 2750 2+00750 .III i l l 1-III- I I I=11 ~ -i!_
-~.a t,~~ ~ s~ 2jS 6 \ ~W
t WET DETENTION BASIN -SECTION A I 'N Q
2 2j SCALE 1" = 20' HORIZ. 1 EMERGENCY ~6 S~ ~ ROCK WEIR DETAIL °
' ovERFLOw ~ ~ SCALE 1" = 5' VERT, 2s ~ t ` 2 7 NOT TO SCALE °
5 5 4 8 ~ ~ ~ S t
~ ~ 2255 ~ , 7 2 75 w ~
, 756 ROCK WEIR TABLE
_ , 2758 2770 ~ 2770 6~ 5
5 ' ~ 0 2759.7 _ 276 2759 STORM TOP OF BOTTOM OF BOTTOM OF ~ WATER TOP OF BASIN
•25 RETAINING WALL, SIDEWALK RETAINING wALL, aINING WALL, FACILITY WEIR POND~BED FOREBAY x
^ ~ S SIDEWALK REFERENCE REFERENCE - ERENCE INFILTRATION o
- STRUCTTRAL PLANS ~ STRUCUTRAL PLANS ~,.K. 2762.50 _ _ I UCUTRAL PLANS BED 2756.50 2753.00 2754.50 2757.00 a
2765 - 2765 2765 1 2765 - ~U~{$~a _ ~ WET DETENTION 2761.00 2754.00 2754.00 2762.50
s a~~ _ ~ ,I ~ _ BASIN o
a c c
A N
. / WET DETENTION BASIN DISTANCE 2
2760. _ ;~~y~~~ V..__ 2760 2760. a s~~, _ 2760
a~ s# i x - c ~ry ~ --y- 24" STORM 1 ~ ELEV. A m STORM 1,
~ ~ , ` ~ ~ ~ ~1 . ~ >
_ _ Via' ski r i . ,r ~ „ ~ ~ x,,33 ~ J, 24 a 3~ 1 a 1~~~ 6 6
a ._STO M _ ; ~_~-ti, ~ 1 DISTANCE 1 1 ~ f~,
x >t : _ _ - t 2755 2755 - _ . 2755 2755 _ xf , _ 1r1 ~O C7 i7,.
_ , ~
,J~ ~h~_ ELEV. B , % )L I
' ~ BOTTOM OF POND ° _ _ _ _ ELEV. 2754.00 i~ ~ _,,l it f~ mot, I ~ ~ ~C~ ~ti ~ JC ~ I-I 1 OF POND , ~ ~ti.~ o,~~ T~.~ ~r-~ f c ~ ~ ~ ~~cT o ry~
~:a. ~ _ _ -____.A__ X754.00 'l ` ~ J`~-i ~~rl !`,_..h )v _s ~1 .,1 I~.._,I _,I l` ~U w a
2750 2750 2750 1'-4" THICK RETAING WALL ° ° 2750 ~Q ~ v ~o ~ ~
a GRADE OF FINISH PARKING 0+00 ao ° WET DETENTION BASIN - SECTION C FOREBAY oz E
A ~Q >
SCALE 1" - 20' HoRiZ. WET DETENTION BASIN -SECTION B DISTANCE 3 ~ ° ~ yw ao ~ OZ m~ ~ E
_ ~ SCALE 1" = 20' HORIZ. ' ° 4 SCALE 1 - 5 VERT. PVC SCREW PLUG U' L N W ~
SCALE 1" = 5' VERT. ELEV. 2761.50 1.0 j?-~_ Jet 1 ~l ~J~ vZNC~ ~
°Q l C ~ ~ o ~ u; 3
3 ~C.. O Z N NN~ Z~ •-do~t~
45° ELBOW TOP ELEVATION OF STORM WATER FACILITY 1 ~ ~L 3
TEE INTO 24" STORM LEVEL UNIFORM WIDTH SECTION A-A 1
°a STAPLED EROSION MATTING N.T.S.
24" STORM PERMANENT WATER....O„__._
ELEV. 2760.25 - SL~pE
8 RAdOA~ SS - , ~ 1 .~:r TOP OF EXPOSED STONE
12„ G QR ~E ~ ~i . ,1, ~ ~ ELEV. 2756.50
TABLE 1
11- i y \ ° COMPACTED EARTH , - STORM WATER FACILITY ELEV. A ELEV. B DIST. #1 DIST. #2 DIST. ~3 ,
BURY EROSION MATTING
6" MIN. ~~~1,~~~ J ~/a" DIA. ORIFICE HOLE IN CAP ~ INFILTRATION BED INFILTRATION BED USES LEVEL SPREADER
INV = 2760.25 ~ WET DETENTION BASIN 2762.50 2762.00 12' 18' 5' H
NOTE: ALL TO BE 6" PVC PIPE R DERAIL LEVEL SPREADS BLOCK WALL ~ BLOCK WALL H ~
N.T.S. CONSTRUCT LEVEL PER PLAN - PER PLAN EMERGENCX OVERFLOW DETAIL ~ ~ ~ ~
OR~FICE i LL I ®ETA~L SPREADER ALONG THE ENTIRE LENGTH OF BED ~ ~ - N.T.s. W ~ ~ ~ ~
N.T.S.
4" PVC INSPECTION PORTS TOP OF FOREBAY (5 TYP.) PLACED IN CORNERS ELEV. 2757.00
OF BED ADJACENT TO PIPE RAILROAD BALLAST LEVEL SPREADER INFILTRATION BED DATA ~ ~ ~ ~
FULL DEPTH A ELEV. 2756.75 DRAINAGE AREA = 35,314 SFT ~ ~
' ~ 40' 30" PERORATED STORM PIPE, i IT OF INFILTRATION BED l~ 20 10 0 10 20 WITH END CAPS. L M S 12'
25' 55' TOP OF EXPOSED STONE 2.5' Rv=0.95 W ~ ~ H ~ ~
-ELEV. 2756.50 .t' WQv = 3630 * Ro ~ Rv « A = 2,793 CFT 24" FROM
W SCALE IN FEET. ~ ; ~ ~ ~ ~ ~ ' 3 y ~ SITE W ~ O U ~
~ ~ , J f ~ y~ JJ r f a i ^ tic ~ .L. ii ~l , 't• S r „ S~ . zr i ~ ~ ^ - ELEVATION VOLUME
b. 1 { , S, , , a'ft''-' i~ i ~ ~ ~ TOP OF BED 2756.50
i i I r - i a zi- , - i' ,t,. -J z>, ~ s , o~
~ ~ ' ~ is 1+ ~ 4~: ~ --it~-i~,~ OVERFLOW ELEVATION 2756.75 ~ Q~P~ ~ ~ ~ ~ ~ ? ~.l,v
~ ~ 1 i ~ 5 ~y .f. r~~LY,, i, ~ f. ~ l ~{l. J+,:~f\; „t f1f l ~.f ~ ~ 4 r ~C Ji., `v .,t ¢ ~ / h. f .e1 i~ Lr n r 7 i'r rt ~ 1~ ~ BOTTOM OF BED 2753.00 24" BYPASS Q~F
/ I I I I i i zm ~ PRA.. ~ILLwAY ~ ` .%'t3'~~1,%, r,~,~, ~,t ~~l ~ ~ ~
Y Q ~ ~ J ~ ~ .'i~`~~~:- ~ INV 2753.50 VOL OF STONE & PIPE 2,273 CFT N ~ ~ 753.50 W
o ~ ~ / ~ f ~ RAILROAD BALLAST, r ~ „ VOL OF FOREBAY 610 CFT `e
m ~ , ~ TEST PIT LO TION. 1 ~ ' ~ ,~4;~ ~ 80' 4 OF CLEAN APPROXIMATELY 80 TON ~ I 'WATER TABLE 2 51.00: r~ : SAND BELOW REQUIRED WITH 50% ELEV. 2753.00 2753.00
~ ~ ~ ~ BLOCK WALL, PER PLAN w I ~ ;1 N~ ,i ~ f ! PLAN VIEW A STONE VOIDS. ACTUAL WQv 2,883 CFT OK! Ir-,I
i ; a vJ r ~ ~ ~ INFILTRATION BED DETAILS TION A-A v~Ew N ~ ~ SEC ARCHED MORTAR & BLOCK WEIR W -A VIEW BOTTOM OF FOREBAY 2754.50
~ ~ I N.T.S. n. 24" TO POND MINIMUM OF BFT. LINEAR LENGTH WITH ROUNDED TOP.
N ~ . ~ , I ~ r I u~ ~.;r.. ~ ~ I ~ I I / •.~~r~ ~ l TOP OF FOREBAY 2757.00
~ ~ TOP OF POND PLAN WEIR ELEV. 2761.50
~ ~ LE EL SP ,DER % ~ ~ V 757.00 ~ 'EE DET ~L THIS~~ MEET ~ ~l ~ 2765 2765 2765 ELE . 2 2765 WET DETENTION BASIN DATA RouNDED ToP
i ~ k~ . , , , ;;l o ~ 1 ~~r,e
a ~ ~1 ~s~~Cr~'i ~ INFILTRATION DRAI ~ ~ ~ LEVEL SPREADER I ,i ° _ _ _ BED LEVEL $PREAQER.._OVERFLOW DRAINAGE AREA = 58,394 SF7 ~ z
~ j I 1113 / ~ , I ALONG _ _ , FIT T QED _ ELEV. 2756,75 ROCK WEIR L O~J ~ INFILTRATION _ Rv Rv = 0.94 ELEVATION w
HIS ~S EET ~ , S' E ~ TAIL. 3 ~r BED I FOREBAY i i i i r ( _ _ _ ~ ~ r I~ / ~bM. ~ ^ - ~ ~ WOv
, ; ~ f < ' 2760 _ 2760 ' f ~ ;,r ~ 2760 _ _ _ _ _ _ .2760 WQv = 3630 * Ro # Rv * A = 4,574 CFT REQUIRED INVERT AND SIZE ~ PER PLAN j
~ 3/ ~ I o 'L I ~ - _ BLOCK ~ TOP OF OPEN TOP 130 LEVEL ISSUED FOR: DATE: BY: c/a
I N rI V ~ . I j I~ - ~ T~ERFORATED~I~F-.~ - o +I. ~ I / 6az FILTER _ _ RETAINING INFILTRATION: BED s> ELEVATION VOLUME SURFACE AREA APP. COMM. 08/15/07 CJC Z
'I~ ' ~ 3 I FABRIC, ALL WALL f - -~T-0~P}E- - ---~-at>!U-2J5~.50-;----_ ~ I ~ ' i ' ; ~ ~ 9 I 2~ SIDES AND - - - 1 ELEV. 2756.0 f - ' TOP OF BASIN 2762.50 e REVIEW .10/31/07 CJC APP. COMM. 01/18/08 CJC <C
o V f~>y~> / I BOTTOM. ~ -~-a~r-< -~.,--~--,o i ~ V. ~ -°n.~D.a.~.a-a. ~.o__ ~ ~ ~ ~ Bo-T - REVIEW 03/25/08 CJC 'S BtrTTOM OF BASIN~FOREBAY 2754.00 ~ PC 07/03/08 CJC
v ; 1'I rS; ° I~ 2755 - - 2755 ~ ` ~ 3
v % 2~ 2755 _ 2755 ~t ~ f ~ ~ ~ - - - EMERGENCY OVERFLOW ENC REVIEW 07/1D/08 CJC ~ ELEVATION 2762.00 O
3 w. ~;r - r - ~ i CLAN OUT WATER
` ~ ! ~ ~ N._ WATER V / , %w ~ I ~ ~ ~,,v;~`"~~ ~ ~ TABLE - _ - ~ IM NT AT TABLE ' I ~ I i ~ ~ ~ 2751.00 - - - - - ~f~V~ 2~r.08-- 2751.00 WATER QUALITY VOLUME 2760.25-2761.50 4,764 CF OK! ~ ~ ~ ~ ~
~ ~ ~ ~ 1 ~ t`^~ ,"yc \ ~ ~ ~ j ~ ~ BOTTOM INFILTRATION BED PE ~//i\/i~~//~~//i\//%//%//%//j~//j~//j\/ JoB Na `L PERMANENT POOL VOLUME 2754.00-2760.25 9,913 CF 3,185 SF CDW~G®g01 E
ws ~ L. ~ ~ ~ r ~ / ~~~n ~ _ ~-r~n ELEV. ,753.00 ~,.Tr,.d~ d
L1JW 2750 ' - ELEV. 27 54.50 ONi (2750 AVE AVERAGE DEPTH = PPV / SAPP = 9,913 / 3,185 = 3.11 BYPASS STRUCTURE DETAIL SHEET
0+00 0+00 SA/DA FOR 90% REMOVAL (FROM TABLE 10-3) = 4.9 TO APPLY STRUCTURE: #7
o ( { INFILTRATION BED - SECTION B INFILTRATION BED - SECTION A SA/ u~ N.T.S. C-2.1
w N SCALE 1„ = 20' HORIZ. SCALE 1" = 20' HORIZ. 8, 2 58,394 * 4.9 / 100 = 2,861 > 3,185 OK!
od INFILTRATION BED - SCALE 1 - 5' VERT. SCALE 1" = 5 VERT.

i
~',m
SITE UTILITY NOTES U,.
i. ALL FILL MATERIAL IS 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 I i
LEGEND LINE.
3, SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 6' PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP 6" ~ I
DESCRIPTION EXISTING PROPOSED PVC SDR26 PER ASTM D 3034. 4. WATER LINES SHALL BE TYPE K COPPER, ASTM 888 OR PVC, ASTM D-2241, SDR 13,5.
BUILDING _..i.~.__.c_~"_.~.-~_ 5, MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 30' 15' 0' 15 30' 60'
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). .4
PROPERTY LINE - - 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3'-0" COVER ON ALL WATERLINES. 8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM ONES AND GAS LINES (EXISTING SCALE IN FEET z 0
PROPERTY EASEMENT AND PROPOSED), THE SANITARY LINE SHALL 8E DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON
BOTH SIDES OF GROSSING, 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
~I~
OVERHEAD ELECTRIC E E G-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. zw I ~
UNDERGROUND ELECTRIC UE UE 10. TOPS OF EXISTING MANHOLES SHALL BE RAISED/LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED
UT T PAVEMENT/GROUND ELEVATIONS. UNDERGROUND TELEPHONE U 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 2B DAY COMPRESSION STRENGTH AT 3000 P.S.I. 0
STORM SEWER - - - - - - - - - - 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.
13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. w SEE SHEET 3,1-3.3 FOR PROFILE & DETAILS ~
CATCH BASIN ca ca Cg 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:
STORM MANHOLE Sr ST 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN CONTRACTOR SHALL CONTACT NC 1 z
ON 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 ONE-CALL CENTER @ I ~
SANITARY SEWER - - - - - - MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT 1-800-632-4949 FOR LOCATION OF ' of
SANITARY MANHOLE ~ O FIELD LOCATION OF UTILITIES, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING A(LL UTILITIES.; AT LEAST 72 HOURS o
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PRIOR TO BEGINNING CONSTRUCTVON. I I ~
SANITARY CLEANOUT ~ 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR CD UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR I ~ o
GUY ANCHOR EGA TO STORE POSSESSION. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. _ 0
18. UTILITIES SHOWN AS EXISTING IN PUBLIC R/W (WATER, SEWER, STORM) AND THE ROADWAYS THEMSELVES ARE NOT ~ I~. I +~T~ ~
GUY POLE CONSTRUCTED AS OF THIS DATE. I , ~ ! ' ;1 r ~ ~ ~ ~ ~1
19. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION SUBMIT SHOP DRAWINGS FOR REVIEW APPROVAL. I t` WATER MAIN , ~I ~ ,~w ~
20, STORM PIPE SHALL BE ADS N 12, SMOOTH WALL EXCEPT FOR 6" WHICH CAN BE CORRUGATED. ! i.°, ; 21. EXISTING STRUCTURES TO BE REPAIRED AS NEEDED AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT A\ ~ r - ~M~ ~ _ - ~.w.i~
FIRE HYDRANT ~ AND DEBRIS. ~ PROVIDE CITY ~ , rm' APPROVED a. ~ , _ p i, k v n
WATER VALVE D4 ~ 22. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS - i~°.; - , t f' r~ ~ d
RESPONS181UTY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE A5 NECESSARY TO RETURN IT TO EXISTING LI ~ TAPPING SADDLE ~ it ~ _ ~ ~ ~ HYDRANT _ & CORP VALVE . P CONDITIONS OR BETTER. _
23. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT, - i~11'I, AND - - f1 ! I i ~ ~ ~ r : ~ i "..;;ter. " F ~ y ~t o r r . / &
ELECTRIC OUTLET © 24, ALL STORM SEWER MANHOLES SHALL BE FLUSH WITH PAVEMENT/GRADE, AND SHALL HAVE TRAFFIC BEARING RING & f ~ ~ BOLLARDS ~ ~ ' ; t ,f ; iri ~ ( f f ' t i ~ a
COVERS. LIDS SHALL BE LABELED "STORM SEWER", ~ _ ' ELECTRIC MANHOLE METER 0 ~E ~ G. ~ ~ ~ I' ~ ,j 25. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, t~\ j r~ i 3 ~a.~ a 1 t ` ~ ? ? ~A"~ a 1>~d~
; r ~ 1 1 _a
I ° t i ~ h~ ~ ~ ~ 3~.~ o
V V ~x is
-r,_..-..._ _ 1 1 G ~ s.,z~~ t4 ..t ~ ! ' ~ ~ m
RAI~IAGE SCNEDU~ ~--°8:~~-:: _ i ~ . ~ ~ ~ i, E G m j. 4 r' XISTIN n. ~ r •
r ` _ DRANT HY
+ INDICATO ~ P r ~ ~ TOP OF INVERT PIPE + r 1 _ 5Yy I
STRUCTURE STRUCTURE INVERT PIPE PERCENT vALVE , - PROFILE CASTING ELEVATION LENGTH ~ _ ~ _ 4.~ a f J I :i sm,„~ ` 1~ k
NUMBER TYPE ELEVATION IN SIZE/TYPE SCOPE , ~ ELEVATION OUT (FEET) ~ ~ - ~ = ; ~ WATER METER 1 t - r _ n~ if
- Ai ~t I TAI _ _ I ® P T, SEE DE L _ - f - ~ ~ ~i ~ u . r ~ r .
1 CATCH BASIN 276.1,42 2757.40 12" e ° ° ' i 2 WATER ON SHEET C-3.2 ~ , r ,J r
RI 1 ? SE V CE , . , - ~ --1 _
- - 1-2 9 HDPE 0.50 ~ ? a" WATE o ' ~ °
' SERVICE i e ~ ~w i, _ _
_ ? I 2 CATCH BASIN 2761.40 2757.35 2757,30 12 5 3
r o ' STORM ~ ~ Q
1 ' PROFILE #5 1 - 72 HDPE 0,50 2 3 ~ r ~ .
- ® ~ o l yz mm ~ E
3 CATCH BASIN 2761.40 2756.94 2756.89 - 12" -
r U
1 S 1 I E t _ ~ 1 8 f H P ~ - 3-4 9 D E 0,50 r Sq• ° I ~ ~~ODQ
1 g9 aI 1, 3 30, gq / 1 OZ N'~N Ny/1 t a Y ~ I r II~ z ~ Q a0 lL
_ „ _ ~ ~ aces 4 CATCH BASIN 2761,40 2756,84 2756,79 12 ~ o 1 sp i \ I '
o ~6 r DO 1~ 3 FF~,~' ~ ~'//t E.
1 _ _ ~ 30 4-5 120 HDPE 0.50 ® ~ °
~ TELCO & o ' TO P Of 1~ 2 ; , ;I ;~~il~ ~ rJI o - ~
5 GRATE INLET 2767.47 2756.20 2756.15 - 15" - 1 ~ c o. GAs
~ ~s sERVIGES FF=2763.00 l '
5-6 - - 42 HDPE 0.50 ''!I e , ,!1 {
p ;'r, ir' ~ 1
U~ o 6 MANHOLE 2762.35 2755.93 2755.73 - 24" - ® ~
i ~ I~r J r ~ r a ~ r i r'' `'I j' I~
1 I ' 'r 1 ia~ r t i it ~
6-7 2755.93 - 14 HDPE 0.24 r ~ ~ ~ iill~r ii j~ F-I
I EXISTING l~t r' r ` 1~~~ ~ HYDRANT 'I ~,i ~ ` r~ ~ ~
7 MANHOLE 2762.48 2755.70 2755.70 - 24" - ~ ,~f ~ ~ r ~ ~ r¢
1 ELECTRIC 7-g - 2755,70 11 HDPE 0.24% TRANSFORMER ~ 1 ~i 9 t~';!.,~..1 ri ; i rl ~ O i-
W ~,a 1 --1d+ t i r, ~ M ~ , i 11,.- fl ~L.I l.~ J l ~ ;(ilk ; ~
_ ~ C.O. ~3 O r f. r I
8 FLUSH W/ _ - 2755.67 - HDPE 1 WALL Q tit i. (ir(~ 1'~ l i n U1
~H~, E
9 GRATE INLET 2761.60 - 2757.60 - 12" - ~ - ~ co i it 1 f, r r r'r' ~~0
'7 P^~INC r
L g-5 - 72 HDPE 0.50 ~ ~ ® W BSI A Ij ~ ~ ' r'~ ~ t--i ~ ~
J ~ ~Y 5 i rl~/f r~r' 14 r it rj~r r.~,
4 - 2756.38 - - 6" SANITARY a 10 GRATE INLET 2762.0 12 SERVICE ~ k,h r r~~l! 11 i r ; F'-1
ORIFICE 0 3 ORIFICE OUTLET, S ~1 li ' 1`r ~ ~1°i r ~ w ~ ~
10-6 90 HDPE 0.50% ~ G O #2 SEE DETAI z ~ C-2.1 C~ 2.DETAIL SHEET ORM PRO IlE ~2 9 r ~ (r ~ j . ;~d ~ ~ ~
= w o~ ~1 j~f~ , +J~~,i U, Q ~ o
7 MANHOLE 2762.48 2755.70 2755.70 - 24" - ~ ~`~a~., 11 z ~ 1 rii, ' ~ { €
~m 0 4 ~ st r ;
z~ 7-11 2755,70 142 HDPE .024% ~a$,,, o - Q ® ST RM PROFILE #3 ~ ~"ir jr ' rr' rr rrr ? li ' ' ~ 'r ~ ~ ~
® 0 r , ; r; r` ~r~ ~ t 1 i i l~
00 11 MANHOLE 2762.88 2754.66 2755.26 - 24" - TOR PR FIL ~4 i r ~ l1 ~ ' ` r 1r i ii 't ,
~ ~ # ° ~ 4, ~ ~z~. ~1 ~ r r r " ~ ~ , , rr ' , ~ I ~~r rl r r 1 ~ ~ ~
w~ 11-12 42 HDPE 0.24 co N r
~ I 12 ® EXISTING C0 ~~i (ISTING ~ r i !1i i Ir ii< < ~ ' ~ I i' i 1 r ~ aNITARY J u ~ , (1 _ 1 t , ,
N ~ ~ SANITARY , ' ~ MANHOLE 4NHOLE ~ r rt_ 1d r r ~
4 12 END SECTION - - 2755.16 - 24" I _ _ ~ . _ ~ o ~e~~~; ~ ~ ~l I ~ - lr ~ tl/
~ , i , rY L r ' ~.LkA,CAYlS9~1~~ ~ ~ 4.uW9+ktlY Nf^N"`'r , - _ r _ _ I l ~ 1 ~ ~
~ ~ ~ ~~a N .
~ ~ ~>.mr.~avss. ~aac~s:~rx~Wr~xeuzrsucsxx an.uncwzxc e myna a~rssexsxSS~r ~ _ . _ a.:~xx ssamg~x~ttwc <zr~z h..'~,x.;rsxr,Ysrvacn.~xsas . ~ SuRS,~C.S MiS.b 4YS F%S'kYM~Kk..24h.YY+25x~kK: n:M9oi:L.~xv'.3~5.CF.
O _ - V i . / / I r
/ I r
U fi~ s 'r I c ' i ' J
~ ~a~~ _ Y".. _ - _ _ _ ~ ISSUED FOR: DATE: 8Y: APP. COMM. 08/15/07 CJC ~
° R CHEDU~E ,r N A IT - ARY SEWE _ N _ _ o , REVIEW 10 31 07 CJC I I ,
PIPE s - APP. COMM. 01/18/08 CJC Q i , ~ ~ ~ - ~ ~ REVIEW 03/2508 CJC
TOP OF INVERT PIPE - STRUCTURE STRUCTURE INVERT PERCENT - - - _ ~ ~ PC 07/03/08 CJC _ _ _ _ - I '
CASTING ELEVATION LENGTH _ SIZE TYPE P ` NUMBER TYPE ELEVATION IN / SEO E I E VIEW 07 10 0 C ~
~ ELEVATION OUT (FEET) ' . . I I
E~ f xv v~ r'
N EXISTING MANHOLE EXIST CONSTRUCTION DROP _ _ _ WV - 3' r 2 I t ~ - i , - JOB NO.
~r~ I ' ~ _ _ CDW200901 E a _ r I _
C.O. #1 CLEANOUT 2761.90 2757.18 2757,18 28' 6" PVC 1.0~ oAti ~ ~ ~ ~ I
SHED
zY - U J Q~ C.O. 2 CLEANOUT 2761.32 2757.46 2757,46 36' 6" PVC 1.0%
- n~ Jzai C-3®0 0
W~ ~a C.O. #3 CLEANOUT 2760.34 2758.00 2758.00 54' 6" PVC 1,0% 0
cj~ i U 0

~U }
~ m
I , I- - _ - - I U
I I ' I
I _-L.._._.._.._----- I
°o 1......._ _ ~ _ _ _ _ _ _ + ~ I ' + C0 I ~ i I
I ~ I ~ I ~ a I q i I o O
I _ ~ ___....1.... _ I I _ _ _¢.._...zrn3..__._.. 2768 2768 0 - - 2768 0 ~
z o,I. d 2 I I i ~o0oob o i I ' Q ~ ~ ~I
O I
Z tnN } I ~ II II II ill ~ _wN II , ; ~ ?`h°~~N ' RETAINING WALL N _._--.._i---_ o I r i z I ~ ~ ~ o
~ II II ~ ,I ! mNNNp- (~~ZZZ ~
z~>> I ~ ~ i ~ ° II.u ~ o i ~ ~o 2766 ~~z~....._ ~ { ...~~ZZ.~... _ _ _ ; _ ' 2766 2766 ~o-o - ~ ' w0~~ ~ 2766 z"'-- - N ~ r, u ( o to U
( i ~ o ~ -'~rr - ~ u~ N I ~ i i I' F p N d- i ~ ~ Cn
! ~ O q ~ i Z~~N + I ( ~ + N i+ I wNh II I I d i Q it ~ ( ~ + z ~ i ~ O I W O ; i W
Q I Z W U7 N ~ O ~ - -i (7 Y~-Ur r -
~ ~ i ~ EXISTING GRADE ~ ~ ~ ~ ~ z ~ I r- ~ ~ ~ ~ ~ 'I XISTING GRADE ( ~ ~ M M ~
/ t-hOd NP ~M - 'uJ '7 CV N ~ ~ ~ ~ ~ U B(-ISi-Hd~--f~R~BE-- ~ ~ ~ ~ ~ N 2764 ~ ~ `0 ~ ~ ~
2764 ~ ~ ~ h..._.. , _ _ _ Z ~ m ~ ~ N , N ' 2764 2764 - ~X-+~T-fN~ W~M~~ IHp~~d ` r,hRhN ~NNNN ~ ' ~ r ~ u ~ r` r`
~~hrh j FIf~15H GRADE ~NNNN~ ~ II a II u + ~ I Z~~NN I ~ ! ZONtON q II II III I Dg»> M I wN~VNNa ~ FINISH GRADE ~ ~N NN W ~ 1( II it i OF g II j ~ W ~i i ,
1C _ (I~?(Y _ II n- _ . _ m .N N a- ~ FINiSFf-G~ h » j I r~INiSF~'iffAD~h------- z
i ~~II III ! 7
\ ~ . r- h _ I ~
2762 ! L_-__ j _ _ _ . _ _ _ _ ~ N-.... 2762 2762 - - ~ i I ou - 2762 ~ - - - I o I I i I ~
i ~ i ~z i ' ( i ~ O ~W
' I ~ !P T TR RFAE _ ERMANEN WA E SU C I _ r I ELEVATION=2760.25 - . ~ N Q
' I I ~I o
I ~ I I - I I - ~ _ _ . _ _ ~ . i 2760 I I ; ~ '
2760 _ I. I _ ~ _ ~ 2760 j ~ _ - ~ I I ~ - 2760 ~ ' - - fi----- ~ ~ ~ ~ >
<< I I i W I ~ I Ly
i.. ~ ~
- I - - - - - - - - I - - i ~<I I i
'I j { 'I ~ I E
_ _ ; 2758 - - 2758 . _ _ _ _ , 2758 ' 72-L-Fr a. 50% 12 2758 - ' ! ~ i I ~
~ 72 LFT OIL 50% 12" i 1 ~ I o I _ o
I I 1 _ _ . _ ~ _ . ~ _ _ _ 12a a 5~ 12„ _ _ _ - 1 ~ ~ 9
~I 42 ET ~ L 0,50% 15" II 90 LFT 0.50% ~ 2"
I j i I j 1 0
i . ( _ _ . ~ _ ~ _ ~ :2756 2756 ~ 2756. i a 2756 I m ~ N
I j , i O N
I ; I 1 I _ _ _ _ I I _ ! I I ~ m I I m _ ----i
( 'E f ~ ~
I i i I I j ( j 14 LFT 0.24% 24" ~ j I I m I
` L.... _ _ _ _ _ I. _ 2754 2754 2754 i s E I I - ~ 4 ~
; 9 LFT I L T 0.50% i 0.50% ' 11 LFT 0.24%? 24"
12" I I ~ 12" I _ _ _ ~ ~ _
,
~ r ~ j I f I i i ~ i 1
- ' 2752 2752 2752 2752 ~
z
~ ~ ~ ~ ~ ~ ~ N ~ o~ ~ o~ O o~ ~ p d- ~ ~ j F c
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(V N N N N N N N N N N N z p
i ~Q - ~
1+00 2+00 3+00 20+00 ~ ~ 3~-I-00 O Z ~ ~ E
_O L N ~ ~(n NZ c
ST®RM PROFILE STORM PROFILE ~ PROFILE 2 STORM PROFILE 3 m .
SCALE SCALE SCALE Q ~ ~ ~ ~ N SCALE 'W a>~~ 3
HORIZONTAL: 1 = HORIZONTAL: 1 " = 20' , NTAL: 1" = 20' HORIZONTAL: 1" = 20' o~ Na~~~
VERTICAL: 1" = 2' VERTICAL: 1' _ ~ ICAL: 1" = 2' VERTICAL: 1" = 2'
_-...._._...__12768
2768 _ -------~i ~ -
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~ , °o ~ I + I q ~ I
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I I I u ~ n_ _ ~ j ? FINISH GRADE j i o> ~ ~ i
j ~ j ! wz I ~ ' q i W~~ ~
~ I I I ; ° I ~ j ~ ° I- _ I 276 ~ ; 1.~---------- j i I ~ ! i 2762 a ~ ~
I o ~ ; ~w
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I j RETAINING WALL I FINISH GRADE Z q Z a ~ ~ ~
: I I ~ ! ~ f N O I ~ N Off'
~O W ~ ~ ~ ~ Z---------~ 2760 W ~ ~ O
f ` ! I 2760 _ r---_ ~ ~ Z _ ~ , , W ° Q f ~ ~ j I q II Zq
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- _ ._I____-_-. ~

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Y oN ~ t I ~ ~ 00 ` ~ I ~ I ~
m ~ ~ - - - ~ I I a. ~ ~ -'j ;
I 2756' --H-- 0 142 LFT 0.2 0 24" I w I o ~ I ~ ~ - I, 2756 Q
~i 42 LFT 0.24 t' ~'I i ' _ I E W
~ 2756 ~ - - I' --~--._--i 2756 I ! N , I ~ ~ I i ~ _ -
h I I I I 122,5 LFT 0.50% 12"
i I r . -
I ~I I 2754 - _ o , a..- 2754
~ j i j 12" BUILDING LEADS, TYP. i t ; I
I 2754 _ _ t 2754 . . - - I I-_ _ I a-._ - _ ~ ' i _ I V
r I ~ _ I I i ~ I i I ~ ~ I
I i ~ I ~ i j W
j I i ~ ' I i I I I 2752:-._..._____.._._.. - - - -----I-------- 1 2752 ~
j ~ ~ I i , 3 I ~ I ' I ' ISSUED FOR: DATE: BY: d/7
° 2752 - 2752 APP. COMM. 08/15/07 CJC Z
a - o ~ ~ ~ ~ REVIEW 10/31 /07 CJC APP. COMM. 01/18/08 CJC <C
I r cv cv cv o~ ~ ~ c~ ~ ~ REVIEW 03/25/08 CJC ~
~ ~ ~ ~ ~ N N N N PC 07/03/08 CJC ENG REVIEW 07/10/08 CJC ~
I
~ STORM ~~O~ILf~ ~
N 40+00 41 +00 42+00 SCALE
c ~ HORIZONTAL: 1 " = 20' JOB~+NO~~.pp~~ nn
W~ STORM PROFILE 4 vERTICA~: 1" = 2' C®9V~®®J®~ E o. 0
Q o SCALE SHEET ~
HORIZONTAL: 1" = 20' E
VERTICAL: 1 2'
W~ C-®1 0
0a 0
a~

Ulm CONTRACTOR SHALL CONTACT NC
ONE-CALL CENTER @ I
1-800-632-4949 FOR LOCATION OF
ALL UTILIT9ES, AT LEAST 72 HOURS
PRIOR TO 9EGINNING CONSTRUCTION.
'z
0
THREADED PVC THREADED PVC CLEANOUT PLUG, 3" ~ HEAVY DUTY FRAME AND COVER
UNDISTURBED EARTH WALL SEE CHART BELOW FOR MAXIMUM WIDTH BELOW PAVING BELOW PAVING OR 1" ABOVE FINAL W/ LETTERS "C.O." CAST IN COVER ~ U
CONCRETE VOLUME AND WITHOUT INTERFERING , CONTINUOUS REINFORCING LANDSCAPE GRADING ~ z' w
/ , \ \ \ \ \ ~`Y \ i BARS AROUND PIPE FITTING WITH BOLTING OPERATIONS. GRADE / / / / ~ //\\ij\ FROM GRADE SURFACE AWAY w ~ FROM CLEAN OUT 1"IN GRASSY AREA I ~
\ \ ~ CONCRETE ~ //j ; 8" MIN. ~N 12" MAX. 0" IN PAVED AREA O U
C,~F, /yr ASPHALT OR CONCR HALT OR CONCRETE a
° PF w ~~/\\\r\\ PAVING, SEE SITE P' ° ~ //`//~//j ~//~//~ri ING, SEE SITE PLAN ~ w'
LL TRENCH WALL \\j\\%\\% y/\\j/\\//\~ , ^ ADJUS TRENCH WA / ~ ADJUSTABLE HEAD ~I
/\//\r CONCRETE 2'x2' CONCRETE COLLAR, 2500 ~ PSI P.C., 4" MIN. THICKNESS z
/ \ _ ~ \ ~ \//\\//\\//\\/i. 12" 12" ~
° APP (CABLE U~ SEE APPLICABLE DETAIL
o NOTE: SEE L //i//~//~~/j / ' //~/~r i\//\//\//\//\//\//\//\//~\// FOR BACKFILL F FOR BACKFILL AND BEDDING
CROSS TEE 90° BEND \\i\\j,\~j/\~j/;~j~\\i~\~` INSTRUCTIONS. INSTRUCTIONS. ~ SIZE OF RISER PIPE PER LOCAL CODES V' w
5 BARS (ALL BENDS SIMILAR) # \rV~j~
UPWARD THRUST BLOCKING DOWNWARD THRUST BLOCKING I ( ~ ~ 145° BEND ~ ~ ~
(SEE HORIZONTAL BLOCKING DETAIL) ° o o°o ° I' o o CRUSHED STONE PER LOCAL CODES o ° ° o~0oOo00p~/o~~ (~10°o0o00O~®"
UNDISTURBED EARTH WALL HORIZONTAL THRUST BLOCKING (ALL BENDS 51MILAR) ° ° ° 0 00 00 0 n o ° o0 0 o ° o °0 ~W
~r\ \ BLOCKING HEIGHT GREATER THAN PIPE O.D.) ° ? O Z Oo ° o ~o°o p Ooa° !Y ~ 0 °00 O ° o Oo ° ° 0
i CONCRETE , ( ~ ~ / ~y\y ~y\\j\y\\j\\j\y/~y\~ {BLOCKING WIDTH BETWEEN 1 & 2 TIMES HEIGHT) UPWARD THRUST BLOCKING oo° °o /~po ° o°0Q°0 DIRECTION OF FLOW ° ° o0 0 0
~r / ~ ~ I T R UIRED REINFORCING BARS & CUBIC YARDS OF P.C. CONCRETE \ / REQUIRED SQ. FT. OF UND S URBED (EO 'CONCRETE ° o ~ A TION BACKING 1 1 - O00 0 . o Oo ~
r o D,o EARTH WALL FOR RE C 90° BEND 45' BEND 22 /2 BEND 11 /4 BEND v u ~
n' TYPE OF FITTINGS ~ NC. REINF CONC. REINF CONC. REINF CONC. REINF - ° ~ PIPE CO - - d
PIPE TEE & BENDS _ SIZE C.Y. QTY. SIZE C•Y' QTY. SIZE C_Y. QTY. SIZE C Y• QTY. SIZE o° o ° 0 0 - ° ao ° c o ° o
TRENCH WALL ° + SIZE PLUG 1 1 , / / 90 45 22 /2 11 /4 6" 0.10 3 4 0.10 3 4 0.10 3 4 0.07 2 4 Oo ° OoOo °°0°°Oo 0 °0 00 a
/~A~VA vA~AA 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 PLUG WYE IF SERVICE LATERAL WYE DOES NOT CONTINUE
8" 4.0 5.5 4.0 2.25 1.75 0 N a
NOTES: t SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION 0
CROSS WITH PLUG TEE WITH PLUG
1. DO NOT COVER BELLS OR FLANGES WITH CONCRETE 2. WRAP ALL FITTINGS WITH VISOUEEN.
3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH. SANITARY SEWER CLEAN®OUT
4, BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE. 5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED. N.T.S. m
NOTES: 6. REACTION BACKING TABLE IS BASED ON 3000 P.S.I. AND SOIL BEARING PRESSURE EAN-OUT NOTES:
OF 2000 Ib./sq.ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED CLEAN-OUT NOTES:
1. DO NOT COVER BELLS OR FLANGES WITH CONCRETE E3Y ENGINEERS. 2. WRAP ALL FITTINGS WITH VISQUEEN. 7. ALL CONCRETE SHALL BE 2500 P.5,1. A. CLEAN OUT LOC CLEAN OUT LOCATIONS INDICATED ON UTILITY PLANS AS "CO" FOR SINGLE CLEANOUT AND "DCO" , FOR DOUBLE CLEANOUT,
3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH. 8. 18" AND LARGER REQUIRES SPECIFIC ANTI-THRUST DESIGN. FOR DOUBLE CL PROVIDE 6" CLEANOUTS AS SPECIFIED:
4 A KI FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL 15 POSSIELE. B. PROVIDE 6" CL B C NG 5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED. 1. ZURN Z 14 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 VERTICAL T N R U ST BLOCKING 2. ZURN-1449 2. ZURN-1449 CLEAN OUTS IN LANDSCAPED AREAS 3. ZURN Z-1400 HD CLEAN OUTS IN TRAFFIC AREAS WITH A "SERVICE STATION" TYPE MANHOLE, z
OF 2000 Ib./sq.ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED 3. ZURN Z 14 N.T.S. OPW~104 A OPW~104 A12 -DOVER CORP./OPW DIV. ° ~ ~o
BY ENGINEERS. 7. ALL CONCRETE SHALL BE 2500 P.S.I.
8. 18" AND LARGER REQUIRES SPECIFIC ANTI-THRUST DESIGN. zo ~ ~ ~
z° ry ° Q F~1 ~
HORIZONTAL THRUST BLOCKING ~
N.T.S. ~Z m~ ~ E ~ U N ~ °U
mVaO ~ °Ui ®ZN~ E
Q(/I 'O 61 ~N ~ ~ W ~ ~ ~
- J 3 OZ c°vQ~~13
18"X36" METER BOX z ~ ~
W W 24" DEEP
2"->1" O D• O.D. REDUCER
1" VALVE NOTE:
\ ` UNDISTURBED .~\\i\\ \\\i\ UNDISTURBED ~\r\\ r\
EARTH OR ~ EARTH OR COMPACTED j
COMPACTED ~ FINAL FILL FINAL - _ - FILL ~ BACKFILL ~ BACKFILL T CING WIRE AND TAPE REQUIRED FOR ALL WATER MAIN,
/ \ \ 1" >2" i\\ \ \ / / / EXPANDER
~A ~ 1" METER U
PIPE ~ PIPE ~ z - SPRING % ~ z SPRING t° ~ ~ INITIAL
LINE ~ INITIAL LINE ~ BACKFILL V ~ BACKFILL ~ r l H
/ / ; r. METER BOX DETAIL
j ~ / . _ ~ ~~HAUNCHING N.T.S. ~ HAUNCHING ° \
'j ~ 4 BEDDING ~A 4" BEDDING ~Q~ ~
\ \ \ \ (MIN.) \~\\i\\\i\\\ \ \\\i\\\i~\\ (MIN. ) Wpm o
\~\\r\\r\\/r\/ /\\/~\r\\~~ /i~/ "WATER" INSCRIBED . 4„ PIPE DIA. W 4" 2' SQ x 6 THICK ON LID
S12" O, D. OF PIPE + (12" TO 18"} CLASS B CONCRETE PAD
>12" O.D. OF PIPE + 18" S- LOPE SLOPE _ ~
W TER LINE SANITARY SEWER A N.T.S.
N.T.S. VALVE E30X TO SUIT VALVE t• /\\j\\j ®~O
AND DEPTH OF BURY ~ ~ ;V/AAA/~AA~ W~~
GENERAL NNTES ~ \/\y w~0
~
u~ FI NOT UNDER PAVED AREAS CAN w 1, BEDDING SHALL BE CLASS I-A WORKED BY 6. FINAL BACK LL , r.~'1 ~ ~
m HAND. IF GROUNDWATER IS ANTICIPATED, BE CLASS IV-A COMPACTED TO 95% STANDARD ~ \ a THEN BEDDING SHALL BE CLASS I_g PROCTOR. ADJUST TOP SECTION NOTE; W ~ 1EGTION MUELLER FIRE HYDRANT 1. ALL HYDRANTS TO BE SET PLUMB W/ NOZZLE FACING ~ ~ H
= T 0 . TAMP BACKFILL TO FINISH GRADE i ~ COMPACTED TO 95% STANDARD PROC OR M D //j~/j~/ +DE STREET UNLESS OTHERWISE SPECIFIED BY FIRE DEPARTMENT
zr 7. ALL MATERIALS ARE CLASSIFIED IN y/~//~// 2. ALL CONCRETE TO BE 2500 PSI P.C. CONCRETE
o ~ ACCORDANCE WITH ASTM D 2321 89. Q ~ 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE I, _ _ O 3. FIRE HYDRANT ASSEMBLY INCLUDES GATE VALVE AND l.(' ~ ~ MIN. CLEARANCE IS MEASURED PROVIDE 2' DIA. X 6" APPURTENANCES ® ~j W 3' MIN. OR THK. CONC. COLLAR
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 8. ALL MATERIALS SHALL BE INSTALLED IN _~I~/VAA/VAA~ FROM BACK OF CURB IN ALL AROUND ALL VALVE
° I-A OR CLASS I-B OR CLASS Il COMPACTED TO MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE - ~ -~~\\/\\i VALVE BOX TO BE z m 95% STANDARD PROCTDR MOD. WITH ASTM D 698. CLASS III AND IV-A - - /A/ / ENTIRELY SUPPORTED BE LANDSCAPED AREAS (SHOWN) AS REQUIRED BOXES PORTED OTHERWISE MEASURED FROM gY LOCAL ~ ~
Y ~ MATERIALS SHALL BE COMPACTED NEAR ~ /A// BY CONCRETE DRIVE AISLES OR BOLLARDS FINISH GRADE ~
- - BLOCKS OR BRICKS TO ° a 3. INITIAL BACKFILL SHALL BE CLASS I-A OPTIMUM MOISTURE CONTENT, o VALVE BODY ~ - = ® SUIT. VALVE 80X RICKS TO CODE
m ~ WORKED BY HAND, OR CLASS I-B OR CLASS II _ - E _ - MUST NOT BEAR ON ° m COMPACTED TO 95% STANDARD PROCTOR MOD. 9. FILL SALVAGED FROM EXCAVATION SHALL B - AR ON CURB ~ ~ rQ,
I AND ROCKS i~ VALVE OR PIPE. ~ FREE OF DEBRIS, ORGAN CS _ _ ~E' 6 CU. FT. GRAVEL VALVE BOX AS SPECIFIED BY CITY W
~ LARGER THAN 3". ~ ~'~r i ~-O 4. INITIAL BACKFILL NOT UNDER PAVED AREAS ° WATER PIPE ~ 12" 6" M.J. GATE VALVE DRAIN-KEEP CLEAR
N CAN BE CLASS III COMPACTED TO 95% ~ ~ STANDARD PROCTOR MOD. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, X12 AWG COPPER OF CONCRETE W/RETAINING GLANDS
N SHORED, SHEETED, BRACED, OR OTHERWISE TRACE WIRE 6" D.I. M.J. TEE
~ 5. FINAL BACKFILL SHALL BE CLASS I, II, OR SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS AND LOCAL ORDINANCES. (SEE GATE VALVE o III COMPACTED AS NOTED IN NOTES 3. AND ° ;
F 4 SPECIFICATIONS) N.T.S. 8 MIL POLY- , ETHYLENE LINING , ` ~
0 J BETWEEN CONC. ~
a & DUCTILE IRON ~ (TYPICAL} a ~ /i~// a ~
UTILITY TRENCH AND BEDDING N N.T.s.
RETAINING %:a SOPPORT°~ RETAINING ~ >
REFER TO THRUST BLOCKING / GLAND ~ \ GLAND ISSUED FOR: DATE: 8Y. ~
DETAIL FOR THRUST BLOCKING ~ APP. COMM. 08/15/07 CJC Z REFER TO THRUST BLOCKING REVIEW 10/31/07 CJC y-
0 REQUIREMENTS DETAIL FOR THRUST BLOCKING APP. COMM. 01/18/08 CJC Q
N REQUIREMENTS REVIEW 03/25/08 CJC PC 07/03/08 CJC
0 FIRE HYDRANT ASSEMBLY ENG REVIEW o7/1o/oa cJC
0 N.T.S. ~
U I
a JOB ND.
N . CDW200901 E Q
O
~00 SHEET G
wU~ o~ Qo E
Q'y -3.2 a
O
U Lu 0
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i U ~
„A., ~ m
.,A,. CONTRACTOR SHALL CONTACT NC
CORNER BARS -SAME ONE-CALL CRNTER @ j
SIZE AND SPACING AS 1-800-632--4949 FOR LOCATION OF
HORIZONTAL BARS NEENAH CORNER BARS coRNER BARS -SAME ALL UTILITIES, AT LEAST 72 HOURS
EJIW 7220 REINFORCEMENT SCHEDULE, BASE R-4826 SIZE AND SPAT - SIZE AND SPACING AS REINFORCEMENT SCHEDULE, BASE HORIZONTAL BARS SECTION PRIOR TO ~E~rINN~N~ C®NSTRUCT~®N, I
M3 GRATE SECTION HORIZONTAL Bi
2'-0" ,.A„ 4's @ 6" E.W. 10" .
PROVIDE RINGS AND OR BRICKS AS - 9D "g" 6'S @ 6" E.W. „ B" ~6's @ 6" E.W.
~ ~ 1 NECESSARY 2'-0" 0 10" 90°
P - TABLE OF 'W' DIMENSIONS ° TABLE OF 'W' DIMENSIONS ~
PIPE r_--- PIPE ~ SIZE SKEW OF CROSS DRAIN ~
SIZE SKEW OF CROSS DRAIN ~ SINGLE STRAIGHT 3D° 45° i~ SINGLE STRAIGHT 30° 45°
_24" 4'-0" 4'-D" 4'-10" _24" 4'-0" 4'-0" 4'_10° - -EXTERIOR FACE DE WALL z
30" 4'-0" 4'-7" 5'-8" 0 3D" 4,_0„ 4'_7" 5~_8" w
36" 4'-0" 5'-3" 6'-5" METAL DOWNSPOUT i ~
o C~R~IER BAR 42" 5'-3" 5'-11" 7'-3" o ~ .,A., ~ 42" 5'-3" 5'-11" T-3" ~ I ~ 0
~ 48" 5'-10" 6'-7" 8'-0° 1n CORNE PLAN 60" T-0" T-10" 9'-B" CORNER BAR 48" 5'-iD" 6'-7" 8'-0" EXTEND DOWNSPOUT i I U ~f 60" 7'-0" T-10" 9'-8" THROUGH CAP
x DOUBLE FOR "A" SECTION ONLY x A DOUBLE FOR "A" SECTION ONLY w
c Q ~ ~ PLAN 24" 7'-0" T-10" 9 -5 SCHEDULE 40 PVC CAP 24° 7'-D" T-10" 9'-5"
30" 8'-2" 9'-2" 11'-0" z z o 3D" 8'-2" 9'-2" 11'-D" LDDSE FIT (ND ADHESIVE)
~ 36" 9'-4" 10'-6" 12'-6" ~ ~ U 42" 10'-6° 11'-10" 14'-2" w 36" 9'-4" 10'-6" 12'-6" CUT TO F[T DOWNSPOUT zl ~o O
N cn 42" 10'-6" 11'-10" 14'-2" ~ 48" 11'-8" 13'-2" 15'-10" SCHEDULE 40 PVC PIPE
X 48" 11'-8" 13'-2" 15'-10° X - } z RE SCHEDULE FDR SIZE col
~ , REINFORCEMENT SCHEDULE, WALLS mO REDUCER FITTING N Q
o P.C. CONCRETE z REINFORCEMENT SCHEDULE, WALLS o P.C. CONCRETE z i ~ ~ o SEC SECTION WIDTH ("W") HOR. VERT. ~V o
1n ~ ~ v~ U M W 4' #4's @ 9" #4's @ 10" ~
n SECTION WIDTH ("W") NOR. VERT. `J ~ FINISHED GRADE ~
, _ Q ~ a U „N„ 4' #4's @ 9" #4's @ 10" w N „A„ BETWEEN 4' & T ~6's @ 9" #4's @ 10" r w
w ~ _ ~ FOUNDATION LINE ~ ~
~ BETWEEN 4' & T #6's @ 9" #4's @ 10" _ R r, z „A" z GREATER THAN T ~5's @ 4 1/2" ~4's @ 10"
o ca o c~ w TH 5's @ 4 1 2" 4's @ 10" I w U 4' ~4's @ 6" ~4's @ 10" m ~ m
R AT R AN 7' in z G E E i~ ~ in = , „ z • „ „ _ ~ „W„(4'-0")MIN. z ~ ,.I B.. o
W (4 0 )MIN. z O o ? 4' ~4's @ 6" ~4's @ 10" O o • F . BETWEEN 4' & T ~6's @ 6" #4's @ 10" ~ `o
U . „W"(2'-0")MIN. ~ ; W D Z w 0 Z c 0
STRUCTURE 33 ~ i o BETWEEN 4' & 7' ~6's @ 6" ~4's @ 10" ~ i o TABLE OF "T" & "N" DIMENSIONS
1n ~ _ ~ m ~ U SEC SECTION WIDTH ("W") "T" "N° "D" m c
~ ~ TABLE OF 'T" & N" DIMENSIONS ~ w w F BETWEEN 4' & T 6" + PIPE THICKNESS 8" 6"
w m a m a ' SECTION WIDTH "W" 'T" "N" "D" a A„
Q~' \Q~ I GREATER THAN T 6" + PIPE THICKNESS 8" 8" v
Q\ ~ II BETWEEN 4' & T 6" + PIPE THICKNESS 8" 6" Q ti~ J~ ~ „A„ % ~ 4' 6" + PIPE THICKNESS 8" 8" SCHEDULE
„B„ DOWNSPOUT PVC PIPE m BETWEEN 4' & T 6" + PIPE THICKNESS 10" 8" WITH BELL
_~~i GREATER THAN 7' 6" + PIPE THICKNESS 8" 8" i ~ o~ oa o~- FITTING
o ~ g 4' 6" + PIPE THICKNESS 8" 8" 1'-0' ~ FLOW DIRECTION cv ~ FLOW 1'-0' N FLOW DIRECTION N o FLOW N° z FLOW REINFORCEMENT SCHEDULE, TOP
~ DIRECTION vi ' : ; ~ , . DIRECTION B„ ~ - ~ BETWEEN 4' & 7' 6" + PIPE THICKNESS 10" 8' ~ - ;ECTION 4°x4" or 6" 1z" DIA. DIMEN510NS STEEL SPECIAL PATTERN S"x5" 1z" DIA,
i-
i i i i i \i \i Vii- ~~i ~\i i \i \i \i \i \i i ~i \ \ _ \ ~ W ` \ \ REINFORCEMENT SCHEDULE TOP \ \ \ W1 = T OR LESS ~4's @ 8" E.W. DIAGONAL @ COVER 8"x6" 12" DIA. W2 = T OR LESS ~4's @ 8" E.W. DIAGONAL @ COVER 9"x9" 15" DIA.
„ „ COMPACTED ~ ~ ° ' ' COMPACTED 1'-0"'N" °W"(4'-0")MIN. N 1 -0 DIMENSIONS STEEL SPECIAL PATTERN 1 -0 N W (4 -0 )MIN. 'N 1 -0 W1 = T OR LESS ~4's @ 8" E.W. DIAGONAL @ COVER 10"x10" 15" DIA,
SECTION "A"-"A" SUBGRADE SECTION "A"-"A" SUBGRADE W W2 = T OR GREATER ~4'S @ 6" E.W. DIAGONAL @ COVER EXTERIOR o
ELEVATION W1 = 7' OR LESS ~4's @ 8" E.W. DIAGONAL @ COVER ELEVATION W2 W2 = 7' OR LESS ~4's @ 8" E.W. DIAGONAL @ COVER GRATE INLET W1 W1 = T OR GREATER ~4's @ 6" E.W. DIAGONAL @ COVER DOWNSPOUT COL~ECTOR v°w c
W2 = T OR GREATER #4's @ 6" E.W. DIAGONAL @ COVER N.TS. ~ o m
W1 = T OR LESS #4's @ 8" E.W. DIAGONAL @ COVER N.T.S. W2 W ~s zo ~
CURD ~ N LE T W2 = 7' OR GREATER ~4'S @ 6" E.W. DIAGONAL @ COVER z E oQ ~
GENERAL NOTES: FOR ALL DRAINAGE STRUCTURES N.T.S. w1 = 7' OR GREATER #4's @ 6" E.W. DIAGONAL @ COVER W2 = 7' OR GREATER ~4's @ 6" E.W. DIAGONAL @ COVER ~ ~ ~W 00 ~
1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER ~ Z m W tD ary ~ 8
2. ALL #4 & #5 REINFORCING BARS TO HAVE 1-y" COVER, o~n wUrom E ~Zcvto QV7 ,-per pj~N ~
r LARGER SIZES TO HAVE 2" COVER 3. 5EE UTILITY PLAN FOR PIPE SIZES, LOCATIONS AND FLOW ~u 3 `J odcq.. $
LINES BACKFILL AS REQUIRED BY QL00~ 5 O~ ~ Q ~D IL 52
4. PIPES SHALL CONNECT TO THE ENDS OR 51DES OF THE CIVIL ENGINEER
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 OE PERMEABLE BACKFILL - ~ CORNER BARS - SAMI IN Yz" MINIMUM HEIGHT ~ .R BARS -SAME
7. STEPS SHALL BE PROVIDED WHERE DEPTHS EXCEED 6 FEET, ;~~ya;i, ~';r~ PIPE DIA. '~;«-~:i,'~,~"' EJIW 1020 SIZE AND SPACING AS 4ND SPACING AS
AND SHALL MEET OSHA STANDARDS ~~---y5~, - TYPE A HORIZONTAL BARS BRICK OR CAST-IN-PLACE WALLS SHALL HAVE A NOMINAL ii - SOLID COVER 8 '~~t;+ ;~lyi: ONTAL BARS
THICKNESS OF B": PRECAST WALLS SHALL HAVE A MINIMUM 1'i TABLE OF 'W' DIMENSIONS
T Y _x',1.3,, i THICKNESS OF 6" (150) AND BE REINFORCED SUFFICIEN L _ ~ , FLEXIBLE MEMBRANE PIPE ~ CATCHBA5IN\MANHOLE
TO PERMIT SHIPPING WITHOUT DAMAGE. BASINS OVER 12 FEET ,1'- ~;N• '"~1 , - i~~'~ LINER VAPOR BARRIER HEIGHT AS REQ'D 2'-0" IN DEPTH SHALL HAVE WALLS REINFORCED WITH ~4 BARS '~?,;."~=~'i - I'1'=-` 10" SIZE SKEW OF CROSS DRAIN 10"
BY CIVIIL ENGINEER .-,L!v~,':-~_r;V GEOTEXTILE (OPTIONAL OR AS o VERTICAL AND HORIZONTAL, 12" O.C. WITH 2" CLEAR FROM ~,.~~1;..,~ gp• SINGLE STRAIGHT 30° 45' ,
INSIDE FACE OF WALL. ANY CAST IN PLACE CONCRETE TO BE -;~-_~.i[~. ~~-~~.iti',~'~ REQUIRED BY MANUFACTURER) - a _24" 4'-D" 4'-0" 4'-10" 30" 4'-0" 4'-7" 5'-8"
CLASS "C" ~ T I IAMETER OF OUTLET OF ~ - 9. MINIMUM DEPTH SHALL BE OU SDE D r,~,~, 36" 4'-0" 5'-3" 6'-5"
OUTLET PIPE + SEVEN INCHES ~ ' = ` 42" 5'-3" 5'-11" T-3" H
BETWEEN STRUCTURE AND PIPE ADDITIONAL BEDDING MATERIAL PROTECTIVE LAYER OF SAND 10. PROVIDE WATERTIGHT SEAL - OF FINE MATERIAL PER MANUFACTURES RECOMMENDATIONS. AS REQ'D BY CIVIL ENGINEER 0 48" 5'-10" 6'-7" 8'-0" ~
60" T-D" T-10" 9'-8" ~ Q
UTI~ITY TRE~ICN DETAi~ ~ - DOUBLE FOR "A" SECTION ONLY ~ ~ ~ ~ 24" T-D" T-10" 9'-5" ~ Q
NO SCALE ~ OR(~ER B~ ORNER BAR 30" a'-2" 9'-2" 11'-0" ° ° W ~ CyJ ~
X .,Au 36" 9'-4" 10'-6" 12'-6" o o ~ ~ ~
Q PLAN 42" 1D'-6" 11'-10" 14'-2" ~ r1 ~ U1 ~
z 48" 11'-8" 13'-2" 15'-10" I-4 ~ ~ ~
W W ~ W ~ ~ r--, Q ~ O REINFORCEMENT SCHEDULE, WALLS ~ ~ ~ ~
U
12"MIN. O.D. 12"MIN 12" MIN. 12" MIN, 12"MIN. O.D. 12"MIN ~ SECTION OUTSIDE OF BOX X SECTION WIDTH ("W"} HOR. VERT. ~ (H~ ~ ~
18" MAX 18" MAX 18" MAX. 18" MAX. 18" MAX 18" MAX a a 4' #4's @ 9" #4's @ 10" I°°1-I ® Q
w . i ~ Y\\,~ ~ \\y~\~ UNDISTURBED o P.C. CONCRETE o „A„ BETWEEN 4' & T ~6's @ 9" ~4's @ 1 D" Q ~ ~ ~
Q % ~ ~ ~i` FINAL EARTH OR ~ ~ "A" S ~ ~ ` BACKFILL COMPACTED j ~ w W ~
i ~ /V / UNDISTURBED ~v VA v FINAL ~ 20 LFT 4" HOPE ~ GREATER THAN T ~5's @ 4 1/2" ~4's @ 10" PERFORATED PIPE ~
z} j ~ EARTH OR !~i i• FILL / \ \ BACKFILL = ° ~ COMPACTED FILL z % o "N" Q 8 PER ~ ® ~
Q a ~ \ N ~ \ w 4' ~4's @ 6" ~4's @ 10" CATCHBASIN\MANHOLE ~ ~ ~ ~ B..
~ _ ~ FINAL < / _ W BETWEEN 4' & T #6's @ 6" ~4's @ 10" ~ ~ ~ ~
z m B C LL ~ PIPE ~ _ - j SPRING % ~ Z 0 0
Y g VA \ ~ INITIAL LINE VA ~ \ INITIAL ~ z TABLE OF "T" & "N" DIMENSIONS ~I ~ ~
o a / (i BOX CULVER BACKFILL BACKFILL - ~ N VA /v ~ ~ ~ / ,.W„(4' 0")MIN. z ° m / / ~ ~ / o o z SECTION SECTION WIDTH ("W") "T" "N" "D"
w ~ ~ ~ ~ ~ HAUNCHING w o z ~ o j ~ ~ % ~ 1 O BETWEEN 4' & T 6" + PIPE THICKNESS 8" 6° CATCHBASIN\MANHOLE „A„ W
4" BEDDING i \ ~ 4" BEDDING "A" ~ \ MIN. \ \ \ \ \ \ ~ (MIN.) "N" m ~ ~ GREATER THAN T 6" + PIPE THICKNESS 8" 8"
~ \~\\i~\\i~\\i\ \\i~\\~~\\ \ ( ) ~ 6" BEDDING -~\~~\~~\i,\ \\i~\~~\n\ w
~ i i i i i~ (MIN.) rw- ~ 4„ UNDISTURBED ~~i? ~ ~\i~~ .~\i.1`. ~i.Y\ 4„ 6„ Q B,. EARTH OR m 4' 6" + PIPE THICKNESS 8" 8" B..
° COMPACTED FILL REINFORCED CONCRETE PIPE (RCP) ALL OTHER PIPES vQ~ BETWEEN 4' & T 6" + PIPE THICKNESS 10" 8"
~ AND SPIRAL RIB PIPE INCLUDING SPIRAL RIB Q \ti~ 0
a SMALLER THAN 60"~ PIPE 60"~ AND LARGER 1'-0' ~ CONCRETE BOX CULVERT REINFORCEMENT SCHEDULE, TOP
i _ DIME DIMENSIONS STEEL SPECIAL PATTERN z
N, T.S. N.T.S. N.T.S. i- - - W1 = T OR LESS ~4's @ B" E.W. DIAGONAL @ COVER 0
~ GENERAL N®TES ./i. /~./i./i~/i~/~\/~~//,\//\~ ./i i./i./i~/~\//.~/~ W2 = 7' OR LESS ~4's @ B" E.W. DIAGONAL @ COVER -A
i COMPACTED W1 = 7' OR LESS #4's @ 8" E.W. DIAGONAL @ COVER
H CLASS I-A WORKED BY 4, INITIAL BACKFILL NOT UNDER PAVED AREAS 8. ALL MATERIALS SHALL 8E INSTALLED IN 1'-D"'N" "W"(4'-0")MIN. "N" 1'-0' W1 - ~ i, BEDDING S ALL BE SECTION "A"-"A" SUBGRADE W2 - 7,' ~ HAND. IF GROUNDWATER IS ANTICIPATED, CAN BE CLASS III COMPACTED TO 95% MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE ELEVATION W2 = T OR GREATER ~4'S ®6" E.W. DIAGONAL @ COVER ISSUED FOR: DATE: BY: w APP. COMM. 08/15/07 CJC Z
° THEN BEDDING SHALL BE CLASS I-B STANDARD PROCTOR MOD. WITH ASTM D 698. CLASS III AND IV-A N COMPACTED TO 95% STANDARD PROCTOR MOD. MATERIALS SHALL BE COMPACTED NEAR CC W1 = T OR GREATER ~4's @ 6" E.W. DIAGONAL @ COVER 20 LFT 4" HOPE REVIEW 10/31/07 CJG
a STORM MANHOLE W' 0 5. FINAL BACKFILL SHALL BE CLASS I, II, OR OPTIMUM MOISTURE CONTENT. W2 ~ -c W2 = 7' OR GREATER ~4's @ 6" E.W. DIAGONAL @ COVER O PERFORATED PIPE APP. COMM. 01/18/08 CJC Q
~ III COMPACTED AS NOTED IN NOTES 3. AND 4. N.T.S. 8 PER REVIEW 03/25/08 CJC ~ ad° ° a CATCHBASIN MANHOLE PC .07/03/08 CJC N
° 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE 9, FILL SALVAGED FROM EXCAVATION SHALL BE REINFORCEMENT SCHEDULE, BASE ~ A ENG REVIEW 07/10/08 CJC ~
~ BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 6, FINAL BACKFILL NOT UNDER PAVED AREAS CAN FREE OF DEBRIS, ORGANICS AND ROCKS I-A OR CLASS I-B OR CLASS II COMPACTED TO BE CLASS IV-A COMPACTED TO 95% STANDARD LARGER THAN 3". SECTION ~ O
N 95% STANDARD PROCTOR MOD. PROCTOR. ~,A„ #4's @ 6" E.W. ~
~ 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, #6's ®6" E.W. F'IN~I-R IIRAIN IIFTAII FAR ~Tr7RM CATf;H pCDW200901 E ~ .
i ~ 3. INITIAL BACKFILL SHALL BE CLASS I-A 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE SHORED, SHEETED, BRACED, OR OTHERWISE N ~ WORKED BY HAND. OR CLASS I-B OR CLASS II wiTN ASTM n ~.3~1-i ATFST FnITInN SUPPORTED IN COMPLIANCE WITH OSHA
COMPACTED TO 95% STANDARD PROCTOR MOD. REGULATIONS AND LOCAL ORDINANCES. (SEE
Q o SPECIFICATIONS) QY BASINS AND MANHOLE SHEET
~o STORM SEWER TRENCH AND BEDDING N.T.S.
~I N.T.S. W~ C-3.3 0 0
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U m
GENERAL EROSION NOTES i
A, THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THESE DRAWINGS AND THE STANDARD DETAILS.
12" MIN. OF NCDOT ~5 NOTE: CONTRACTOR SHALL PLACE A 18" WIDE STRIP OF
B, ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES OR #57 WASHED STONE U~ SOD ADJACENT TO ALL CURB AND SIDEWALK.
PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS, ~ 20 10 0' 10' 20' 40' ~
fir- I ~ ~ EROSION DETAILS
ITI A T MANAGEMENT PRACTICES ORIGINAL 1~~ MIN. Z C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADD ON L BES GROUND SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS. AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. ELEVATION 5' MIN. ~ ~ - - ~ I
SCALE IN FEET CE TEMPORARY STONE CONSTRUCTION EXIT !o
D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 0 0 0
X ~ 0 0 0 0
E. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. Q ~P 9~ ~i~-~i~ SF SEDIMENTATION/SIFT FENCE WITH WIRE SUPPORT ~ ~ U
F. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE ,~'`P} z (n W ~
EQUIPMENT MAINTENANCE AND. CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, ~ ~ 1,5' MIN. IP2 FENCE OR DOME INLET PROTECTION ~ ~
AND TOILET FACILITIES. RIPRAP GEOTEXTILE FABRIC o
G. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR v
DISPOSED: SECTION VIEW ST SEDIMENT TRAP ~ ~ ~ W
H, SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO
CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.
i. DUST ON THE SITE SHALL BE CONTROLLED, THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST OVERFILL 6" FOR FOR ' z
SUPPRESSION OPERATIONS IS PROHIBITED, DESIGN SETTLEMENT ' O
SETTLED TOP J, RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE ' ~
PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE, - - - i O W
u :ate ~ ~ N Q
K, ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION ~ ~ ~
PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. x 4' MIN. ,1.-,~ O'
L, DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BE STOPPED FOR AT LEAST 14 DAYS, SHALL BE TEMPORARILY ~'T'~_`_ -T-"~ NATURAL ~L ~
T N LATER THAN 21 CA N AR DAYS FROM THE LAST CONSTRUCTION ACTIVITY _ ~ 2-3.5 P~}- SEEDED. THESE AREAS SHALL BE PERMANEN LY SEEDED 0 LED _ ~y. _ GROUND AREAS. PER PLAN OCCURRING 1N THESE ~ D ~ w
- -
M, DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE 3~ AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS, REFER TO THE
GRADING PLAN AND/OR LANDSCAPE PLAN. FILTER FABRIC u
T N TR TION ENTRA I NOT SUFFICIENT TO REMOVE THE MAJORITY OF PLAN VIEW N. IF THE ACTION OF VEHICLES TRAVELING OVER HE GRAVEL COS UC NCES S d
DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST `o 0
BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS a
LOCATIONS AS PROVIDED, SEDIMENT TRAP STONE m
0. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED P WAY DETAIL- . S L~ 0
IMMEDIATELY. n L
NOT TO SCALE P, CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT c 0 W
MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. y m c
Q. ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH 9
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#NCG010000,
R. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. SEDIMENT TOP OF T P T R SURFACE SURFACE AREA AT BOTTOM VOLUME VOLUME SIDE ME SIDE OVERFLOW PROJECT ID # HAYWO-2007-018
RANGES DURING THE DEVELOPMENT OF THE PROJECT THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE TRAP POND O WA E AREA REQ. TOP OF WATER OF POND REQ. PROVIDED SLOPE S. DUE TO THE GRADE C )ED 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
ST1 2756.00 2755.00 191 SF 419 SF 2753.50 870 CF 891 CF 2:1 ;F 2:1 4 FINAL RESTORATION; THE CONTRACTOR & ENGINEER SHALL REVIEW THIS
s~ PLAN BASED ON ATUAL CONSTRUCTION SEQUENCE AND MARK-UP THIS cF 3:1 PLAN (TO BE POSTED IN JOB TRAILER), AND MODIFY AS NECESSARY TO o
ST2 2752.00 2751.00 670 SF 1,507 2758.25 2,770 CF 2,727 CF 3:1 MAINTENANCE
ST3 2752.50 2751.50 1,427 SF 2,387 SF 2758.00 5,900 CF 5,843 CF 2:1 cF 2:~ 6' MINIMIZE EROSION AND IMPLEMENT BMP'S. ~ ~ `7
ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL v
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 STRINGENT, AND REPAIRED IN o W oQ
ACCORDANCE WITH THE FOLLOWING:
1, INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. ~ o I o~w Z c0 ~ E
i _ ?Ul wU~r~ E
2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. ~ , , J N Z ^ fD Q~ 9 N N N~
' e > W O ~ ~ ~
3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ' ~ ONE-HALF THE HEIGHT OF THE SILT FENCE. ~ - ~ J O L~~ O? NQWLI.
i DD1 ~ _
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 ' ~ ~~F... ~ _~,o.
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). TH15 MAY REQUIRE PERIODIC TOP ®
I F THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND, DRESS NG 0 i '
6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM ~ .o,a.:
SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%, i AREA 1 "w. C s.::.:, j ~
0.22 ;ACRES DD1 7. REFER TO THE SWPP/SESC MANUAL FOR ADDITIONAL MAINTENANCE REQUIREMENTS. ~ „ ` % SF
N TE: NVERT TO INFILTRATION BED AFTER I 0 CO ~,...-y
OF CONSTRUCTION CONTRIBUTING DRAINAGE AREA AND SURFACES SEQUENCE ~ ~
f ARE RESTORED OR THE POTENTIAL OF EROSION
UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN AREA, PORTA-POTTY, WHEEL WASH,
CONCRETE WASHOUT MASON'S 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 1N LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. PHASE I - TO BE REMOVE ALL ACCUMULATED SEDIMENT PRIOR
I T R ANCE ACTIVITIES IN RESPECTIVE DRAINAGE AREA I ' COMPLETED PRIOR TO EARTH D S U B TRATION BED. I TO CONSTRUCTING INFIL pp ~ CE1 Q ~
1. INSTALL STABILIZED CONSTRUCTION EXIT(S) AND SWPPP ENTRANCE SIGN. ) A~ 1 AIZ EA 2 ` CONCRETE WASH AREA
ON THE SITE CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL SILT FENCE . SF ' 2. INSTALL SILT FENCES ( ) j 0, ) 3. PREPARE TEMPORARY PARKING AND STORAGE AREA, 0.77 ACRES ~ ~
I :~'7
H T A ACTIVITIE'S AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION AND CERTIFICATION OF BMPS. GENERAL I , AL LL d sF ~ ~ di IP2 ~ ~ ~
CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND-DISTURBING , , NTRACTQRS BEFORE PROCEEDING WITH CONSTRUCTION, - CO
_ ~ ~ ~ o ~ ~ ~ ~ O
4. CONSTRUCT AND STABILIZE SEDIMENT TRAPS WITH APPROPRIATE OUTFACE STRUCTURES (CLEAR ONLY THOSE AREAS NECESSARY TO NOTE. SEDIMENT ::SEDIMENT TRAP #2 MAYBE ~ ~B ~ IP2 ~ ~
INSTALL BASINS TRAPS AND SPOILS DISPOSAL. PLACE SPOILS EXCAVATED SOIL IN FILL AREAS . ' ( ) ) D1 DIVIDED (ELIMINA QED ELIMINATED AND °°f ~ W ~ ~ p...,,_. IP2 ' O ~
5. INSTALL AND STABILIZE HYDRAULIC CONTROL STRUCTURES (DIKES, SWALES, CHECK DAMS, ETC.). 6, BEGIN GRADING THE SITE, TRANSITION TO PERMANENT PONDS ~ DD1 RE-DIRECTED TO IRECTED TO ST#1 AND ST #2 WITH ~ ~ ~ ~ ~ ~ ~ ~
~ 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. APPROPRIATE DP w ZOPRIATE DIVERSION DITCHES AND ~ '
~ PHASE II 1 ' (ZING OF ST#1 AND ST#2. !'M~ f ~ ' IP2 ' ~ Q W W ~
Q D THROUGHOUT CONSTRUCTION DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. RE-SIZING,OF STS 1. TEMPORARILY SEE , _ ~ i ~ 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. I ' f ~ ; ~ ~ U)
z ~ 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET STRUCTURE IS INSTALLED. ~ , r
n 4. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES A5 EACH INLET STRUCTURE IS INSTALLED. ' ' Q ~ T TAT AS THEY ARE BROUGHT TO FINAL GRADE. r4~ ~ "t NOTE: CONTRACTOR TO CONSTRUCT ' 0 ~
~ = 5. PERMANENTLY STABILIZE AREAS 0 BE VEGE ED Z's ~ SEDIMENT TRAP #3 IN GEN L , l~
~ ° 6. PREPARE SITE FOR PAVING. o } PA SITE. ' _ ~ z m 7. ~ s>~..~ r, ~ ~ VICINITY OF PERMANENT S~fORM ~ ,1 ~ CO ~ 1 a>~ ~
8. INSTALL APPROPRIATE INLET PROTECTION DEVISES FOR PAVED AREAS AS WORK PROGRESSES. ST2 Y ~ T T ~ WATER POND. CAUTION! NTRACTOR i
oa 9. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS INCLUDING OU LO S. ` ~ f MAY MODIFY SHAPE TO A OID ~ ~ ~ ~
° 10. CALL BEST BUY'S CIVIL ENGINEERING CONSULTANT CEC AFTER THE SITE APPEARS TO BE FULLY STABILIZED FOR AN WSPECTION. ~ 1` m ~ ( ) ~ SF 7: 11. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER APPROVAL OF THE CEC AND STABILIZE ANY AREAS DISTURBED . o ~ a ~ (ASSIST)CONFLICTWITH ETAINING ( ~ ~ 1
BY THE REMOVAL OF THE BMP. ~F~'" ~ ~ ~ ~ a ~ WALL CONSTRUCTION. t~ SHOWN, AREA 3 ~ r
~ TI I I N D OFF BY THE CONSTRUCTION MANAGER THAT THE SITE a; ,r ~-0 12. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPEC ON SSG E ~ THERE IS AN APPROXIM>~TE 10 FEET I W _,i , ~ ~ ~ , 1 64 ACRES k ~ a~ d
E N IS FULLY STABILIZED AND THE PERMIT MAY BE E M ~ t ~ f~, BUFFER BETWEEN ST #~AND WALL :M r ~ ~ r
N NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY ONLY IF ALL PRECEDING BMPS HAVE ~ r LOCATION). ST #3 WILL AVE TO BE
BEEN COMPLETELY INSTALLED, BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE ITALICIZED FOR CLARITY. ~ RE-SHAPED TO CREAT FINAL POND ~
W REMOVE EXISTING ~ W DESIGN. ' l
o ~ SILT FENCE IN THIS J i IP2 1 E`~ j
LOCATION & INSTALL of ' era ~ ~
~ 2 NEW ROWS OF ` ~ ' SILT FENCE AT E; i
~ ' TROUT BUFFER 11 ~ 1 0 '
LOCATION ~ i ~ ~ r >
IP2 IP2 ~ ~ ISSUED FOR: DATE: BY:
s ~ _ ~ ~ REVIEWOMM, 00/3/07 CJC ~
° NOTE: CONTRACTOR SHALL ADJUST N ' PEACE ROCK CHECK ' APP. COMM. 01/18/08 CJC Q
EPLA E SILT ~ o RE-LOCATE, OR REMOVE AND R C ~ DD1 ~ gT DAM iN DiTCH ~ REVIEW 03/25/08 CJC \ ® PC 07/03/08 CJC
~ FENCE AS REQUIRED TO PERFORM GRADING W ~ ' ENG REVIEW 07/10/08 CJC ~
AND/OR RESTORATION. O -
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12" CLASS B RIPRAP ~ (-'j m
C7 ' LENGTH WHERE TOE AND TOP ~ C7 O CSC ARE EQUAL ELEVATIONS.
4„ _6„ ~ 1 , C
SECTION VIEW OF BAFFLES N SED MEN B S NS ' ~ I~ ~ .5 ~ ~\1'~;, ~
~ ~A \ "1 '~~.~~~~~~1
1, ~ \ \ V~ /A/A -1 ti~~
o ~ ~
e v ~ ~ v ~ t~ ~ .~c ~ ~ ~~T~~1` ~5 OR #57 „ ~ ~ a ~ 1.,r„ . WASHED STONE X57 ~~~~'~`1 ~~;~~~1V ~~%1 ~~~'~~~1 STONE ~~~.i1j~~~-=~1,` ~l~'~%"1~,~'.
I } 3B ~~:T ~ i : ~ 11,i '
PLAN VIEW
~ ~ s~ =;w m'~~~ ,,I', ~ i., x''"~ v # ~ i 1 tt ~f E r ~ , a 2 Sy. t t ~ k 1 • PLACE STONE TO THE LINE5 AND DIMENSIONS SHOWN IN PLAN ON A FILTER FABRIC z { O FOUNDATION.
n . >.e . n\ »l~, <,~,; ~ .wee f ~ . R . x z 'silty, ,M . , 3 ,4 ~ , m
~ 3„ ~v ' 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL m ~ WHERE THE DAMN ABUTS THE CHANNEL BANKS. Z U
3A v - / w W
A \ V~'~ l `.`~„r Is,b , , ~ 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM ~ ~ CUTTING AROUND THE ENDS OF THE CHECK DAM. ~
I ~riplryt:l .rj"$Icat?. 9" MIN. O MIN. 4, SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE ~U
I T F AFF IN SEDIMENT BASINS I SOME RIC 0 B LES ~a LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAMN• ~ i~ ~w
~ ' 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK OMAN FROM HEAVY FLOW THAT COULD ! ~Iw
=l~ ~ CAUSE EROSION• ~
b i y~ ~,/~1 x k.. A ~ '~,~~~~t 6• MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE• z FILTER CLOTH ! i~
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, ~ ~~Y4~ x> 7. ENSURE THAT OTHER AREAS OF THE CHANNEL SUCH AS CULVERT ENTRANCES BELOW THE ' 'O
FERTILIZER, AND SEED. ' ~ ~ z&r Cg, " ~~t CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OF BLOCKAGE FROM DISPLACED STONES• ~
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH ~ d3 ~ ~ SECTIO SECTION VIEW ~ O ~W
I ATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR ~ ~ f APPROX M ' ;1' ROCK CNECK DAM DETAi~ ' ~ o
THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND ,a ~ ~K
FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET NOT TO SCALE o
OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE ~ ~ ~z
WIDTH OF THE BLANKET. Nr';" ",T~1~~~~ ~":r~. ? ~u
R B. HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH ~ sV ~ Y PROVIDE SEDIMENT T 3. ROLL THE BLANKETS (A.) DOWN 0 ( ) f a. JIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE
APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL ~ ~ (OR BOTH SIDES) AS SURFACE BY PLACING STAPLES STAKES 1N APPROPRIATE LOCATIONS AS PER MANUFACTURES '„~F y~~ ~ ` BOTH SIDES) AS REQUIRED. U
RECOMMENDATION, t , x LUS SUR ACE STO ~H SllRFACE STONE TOWARD SEDIMENT TRAP m
'y~ ~ ~ ~ c ~~~a WITH NIGH VOLUME V NIGH VOLUME WATER FLOW AS NEEDED TO 2"-3" CRUSHED STONE 8 OVERFLOW WEIR ~ ITAIN CLEAN SURFACE STONE.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 4"-6" OVERLAP DEPENDING ~ ~ ~ 3~i~s } MAINTAIN CLEAN SUF xy~~ 't ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET ~ a,~wr~~„' ~q>,.,~~
I INSTALLED ON TOP EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED n~T PLACEMENT OF SEDI~ (BLANKET BENG ) c,,z„~• THE MINIMUM DISTAN DEMENT OF SEDIMENT TRAP SHALL BE AT LEAST ~ m MINIMUM DISTANCE FROM THE RIGHT OF WAY AS
BLANKET, j`r a REQUIRED BY LOCAL ~ l E 3 JIRED BY LOCAL JUSIDICTION. W
5, CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END SHINGLE STYLE WITH ~ o 0 ~P
AN APPROXIMATE 3"OVERLAP. STAPLE THROUGH .OVERLAPPED AREA, APPROXIMATELY 12"APART ACROSS ~I- u t4 x a 4 L o o ~
ENTIRE BLANKET WIDTH. ~ Y ~,a Safi ~ ~ 9 / m
6. PLACE STAPLES/STAKES PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING s,~;~ ~ ~
APPLIED. - -`lt , G~'
NOTES: , 05 ~ `~oPO TRAPMENT m
1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE , ~P~ G~\ F QMN ~ o
NECESSARY TO PROPERLY SECURE THE BLANKETS.
2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION s _ ~ ~ ,~F,~~~ o o ST S~ o o Sp 2 F ~ ~ ~iN~~~ J~
ION CONTROL BLANKET EROS
BAFFLE INSTALLATION DETAIL SLOPE INSTALLATION
N.T,S. B~~ NO SCALE c ,y~N
10" MINIMUM- o 0 2py o o„
~o ` v w ~C~o ~
2°-3" CLEAN STONE o 0 0 ~ o m ~o ~ m

v
~ \ ~ ~ 1 / / ~ 0
GEOTEXTILE UNDERLINER ~ ~ ~ ~ ~ m g
L ~ ~ ~~'~J, _..~Wn~~.... 6" CRUSHED STONE BASE ~ m? a Q(n V NON -O ~W o.~~~ W
_
PLAN oz NQ~~'3355 z~
a ~ V~ ~j~ ~ V~ . ° ~A j~A~ A~
50' MIN.
/ 30 ( ~ . ~ , d a n ~ti ~ ~ f 1
~ ; I_I, ~ ^ ~ ~ , T,-- - 20' @ 2~ MiN. 20' ~ 2% MIN. '
~~~~~i~~~i~-~.~,° `,III' ~ . ~ , zq
' ---------.__e 6" CRUSHED
11 ~ s' ~ ~ , - , ' u GEOTEXTILE STONE BASE 10" OF 2"-3° LINER
PROVIDE CULVERT AS CLEAN STONE
0 L, no. REQUIRED TO CARRY PRE-EXISTING DITCH FLOW U
W
~ 4„ 6„ _ . ~i~~~ "W°~"W".
~ . . NON-WOVEN COVER SECTION A-A
Q ~
Q _ ~
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" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF W~C''~ 0 o FLpt~ 2"-3" CLEAN STONE
STAPLES/STAKES APPROXIMATELY 12"APART 1N THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER a~ ~ ~ ~ SEDIMENT TRAP o 0 12„ ~ ~ ~ ~
STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"PORTION OF BLANKET BACK OVER SEED AND COMPACTED L SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS
THE WIDTH OF THE BLANKET. 12" MIN. ~ ~
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE 1 AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN ~ ~I" 1 4" MIN. THICK HIGH DENSITY POLYETHELENE ~ H ~ 1
APPROPRIATE LOCATIONS A5 PER MANUFACTURERS RECOMMENDATIONS. ~I 1~ 6" CRUSHED STONE BASE IwI~,, I--I ~ o ~
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" OVERLAP, USE A DOUBLE ROW OF STAPLES ~ I ~s. STAGGERED 4" APART AND 4" ON CENTER TO SECURE BLANKETS. j ' I GEOTEXTILE LINER I~
~n 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 10" THICK MIN. - 2"-3" CLEAN STONE W ® U ~
P WI TR NCH. BACKFILL AND COMPACT 7HE TRENCH AFTER STAPLING. f I I ~ I'' ~ 12" APART IN A 6" DEE X 6 DE E I I I a 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 4"-6" (DEPENDING ON BLANKET TYPE) AND STAPLED. TO ENSURE ' i I ~~,I ~ SECTION B-B ~ W ~ W ~
s PROPER SEAM ALIGNMENT, PLACE 7HE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP} EVEN WITH THE ~-1 1,% I._
i SEAM STITCH ON THE BLANKET BEING OVERLAPPED. 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE BASE OF FRAME SHAPED & SIZED TO CONSTRUCTION EXIT cE ~ ~ O ~ ~1
~ ~ A DOUBLE ROW OF STAPLES STAGGERED 4° APART AND 4" ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. ~I ® E U I ~ W . a.r.s. ® ~ ~ U~
~ ~ 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART ~ v IN A 6° DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. O~~ ~
z m 9, PLACE STAPLE/STAKES PER MANUFACTURERS RECOMMENDATION FOR THE APPROPRIATE CHANNEL FLOW OR SHORELINE WOVEN WIRE FENCE (MIN. t4-1/2 GAUGE, ~
- APPLICATION. Y~ OR Ag DIOT S ~~X. C, MAX. 6" MESH SPACING} ~ AiEp LOC C WOVEN WIRE FENCE ~ ~ ~
o a A NOTE: AL REQUIREMENTg ~ (MIN. 14 1/2 GAUGE,
m c0 B i, HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF o ~ C CRITICAL POINTS NECESSARY TO ALLOW STAPLES TO SECURE THE 5. MAX. 6" MESH POSTS: STEEL EITHER T OR U TYPE, ^ MAN. C°C SPACING) WITH H
A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. w GEOTEXTILE COVER FENCE: WOVEN WIRE, 14-i/2 GA.
B. PROJECTED WATER LINE 2. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR o C. CHANNEL BOTTOM/SIDE STAKE LENGTHS GREATER THAN 6" MAY BE 6" MAX. MESH OPENING ~ >
~ A SLOPE VERTICES NECESSARY TO PROPERLY ANCHOR THE BLANKETS. A 54" MIN. Z o FABRIC: i. AMOCO 1198 v Y1 ~ METAL FENCE I
~ B 3. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL C SPECIFICATION FOR PRODUCT SELECTION. POSTS, DRIVEN ~ iv 2. BELTECH 610 M7N. 12" INTO COMPACTED 3. MIRAFI 130X
0 GROUND. FINISH GRADE BACKFILL 4, LING GTF 190 5. SI 915 SC
w FLOW i
° EROSION PROTECTION BLANKET
CHANNEL INSTALLATION GEOTEXTILE \ ~ • ~ ~
N. T, S. T O I ~ W OVER ~~/~A~/~~/~A~/~~~~~j:, A~, EXTEND WIRE FENCE A ~ WIRE ~ Z N/\~~ MIN. OF 2" INTO TRENCH
FENCE UNDISTURBED ~
U GROUND v TRENC\\~\ ~ EMBEDDED GEOTEXTILE FABRIC ~
DOMED INLET PROTECTION MIN. 6"INTO GROUND ~ V~ V~ V~~~ W/ 6" LAID ALONG BOTTOM ISSUED FOR: DATE: BY: t!D
PREFABRICATED ~ 2' MIN. FiNiSN GRpO~_I~ A-A-SECTION OF TRENCH APP, COMM. D8/15/O7 CJC z
~ Fj QW COMPACTED SOIL N N.T.S. 0.. FLOW ~ REVIEW 10/31 /07 CJC -~~~_~II 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE APP. COMM. 01/18/08 CJC Q
O ' I ~~`;'t :!,~~I TYPI A N TR TI SE UENCE FOR DOME FRAME & COVER ~ ~ REVIEW 03/25/08 CJC 'S COMPACTED BACKFILL A TIES. PC 07/03/08 CJC
C L CO S UC ON O U „ y~ ii w ~ _
I 11~.~ D :,L, ~ _lu- ~ , I ' ' 'r1~~''~~ 1. EXCAVATE APPROXIMATELY 4" TO 6" BELOW THE TOP OF THE FLOW 2. GEOTEXTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES ENG REVIEW 07/10/OB CJC ~ ~ I ~ ~ I'~ SPACED EVERY 24" AT TOP AND MID SECTION.
~ -111=~-~, -(~i~l=.,,~ ,Cj.~~,,=.' I T TR T NLE S UC LIRE. ~''~~`i~~~ 11~~~"~'~'~~ NATURAL GROUND ~I~:~,~ 6 TYP. 2. PLACE THE FRAME ONTO THE INLET STRUCTURE, ENSURING PROPER ~,.1,~~-~ ~ _ ELEVATION I-III-
N Ilj'-;;~;~','1,'-=',~I~~~~'"~~'~i1':"~=lh"~~~~ SEATING OF FRAME TO STRUCTURE. 3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE _ J OVERLAPPED BY SIX INCHES AND FOLDED. J08 NO~.~I qq c
I ~ ~'I~~1''~'` 3' ~1~I..~,• 3. SLIDE THE COVER OVER THE FRAME. ~ 4. FILL THE COVER POCKETS WITH SOIL, #57 GRAVEL OR EQUIVALENT.
w ~ THE COVER POCKETS SHOULD BE COMPLETELY FILLED TO ENSURE SEDIMENTATION~SILT FENCE WITH 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL CDW~O®~O I E
Q o A GDOD SEAL BETWEEN THE GROUND AND INLET STRUCTURE. WIRE SUPPORT ~ THENSILTO FENCED MATERIAL SHALL BE REMOVED WHEN "BULGES" DEVELOP IN SHEET ~
ay A11po~7/1UV QlyV/~\ ~J~IQ(\I DIKE 0. OAUrN PILL HKUUINU INL tKAML AINU I.UVLK H~~LMLSLT I~ IVUI > o I TEIVI \//'~1I \ V REQUIRED TO COMPLETE INSTALLATION; HOWEVER, BACKFILLING MAY ~r N.T,S. F
5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED
v3:I NO SCALE BE NECESSARY TO COMPLETE EXCAVATION REQUIREMENTS FOR Li THE SITE. on OTHERWISE o
/ 0

r - ~ m
P~A~~TII~G CCN~DC~E - SOT 2
KEY ~ IEAI~E SPECIEICATIOIES
20' 10' 0' 10' 20' 40' 40' LIQUTAMBAR STYf2ACIFLUA 'ROTUNDILOBA' 1-%2" CAL., B&B, W~ SINGLE LEADER j I
--~r-, ~ 'ROTUNDIL08A' FRUITLESS SWEETGUM DENSE, FULL, WELL MATCHED PLANTS ~I
SCALE IN FEET I
r 9 ACER RhBRUM 'RED SUNSET' 1-Y2" CAL., B&B, W~ SINGLE LEADER ~'~o
~ G 1 ~ 'RED SUNSET' MAPLE DENSE, FCLL, WELL MATCHED PLANTS

_a > ~I ~z w
;''1 ra 23 CERCIS CANADENSIS 'FOREST PANSY' 8-70' HT., BBB, W~ SINGLE LEADER I~ °
i;i 'FOREST PANSY' REDBUD DENSE, FULL, WEAL MATCHED PLANTS I ~o U,
+ j>',i
+ + + ,,I + + 94 LLEX GLABARA 'NIGRA' 30-36" HT ~ SPD, B&B OR CONT. DENSE,
+ + } + ~ _ 'NIGRA' INKBERRY HOLLY FULL WELL MATCHED PLANTS. ~~w
+ + } ~ - - + + + ' I z
+ + + ii <l + + r,.1 ~ /
+ + + + + +t''~? + k + ~ o
~!o
+ + + F j + + YI \w ~
+ + + , N4
+ + ~`I R~ + } - _ \o O
k + i + + + + + + ~ ! ~r~' ~
+ + + + + 1
r + + + + + ~i 4~' TYP
8 TALL I:• ~
SCREEN WALL + + + ~ % ` + + + + ,J, d
f k + + + / } 1 % ~ _
, r: i f7 o e , 9
25 TROUT + r G
FF o BU ER + + O t0
+ + + 'i + ~m O N a
- + + + k + + + + + ~1 ~ t~, / ~ N C D
N
TOP OF + + + + +r'''~ F'I W \ ~g C_
BANK + + 1 I ~@ (L
+ + + + ; I!
+ + + + 5_~ f (:I + + ~i~ , ~
k + + a
+ + + + + ~ Nbq
s + + e
+ ~ c ~ a . + + + + S
~ z
+ + + r:~ o o ~ ~ ~ O
+ + + I _ ~ Uu
+ + + +I~ I + + + + + o I o D ~ v - z
+ + + k ~o~o ~ I v ~ cc° oo ~
+ + + + + + + 11~5~~, I o _ ~ ~z
N ~ ~ ~ ~ ~`i l ~ O ~ ~
+ + + I + + + } o I + ~ Qfn V NON ~
+ + + + + + I ~ OZ c°v LNG
+ + o + + + I \ ~ X~(
TROUT BUFFER + + + + + + + + I = k
RESTORATION AREA k
+ + + + SEE DETAIL ON + I + + + + + , I
LS 1.1 + + + + I S + + + + + + + +
+ + \ i 1 1 \
+ + + + + i
+ + + + p
+ + + + + + + + + + + } % l~
+ + + + + o ~
+ + + + + + + k + +
+ + + + 0 / 1~,r~C; U ~ ~y~-r~~ ~ ~
+ + + + +
+ + + ~a; + + + + + .4 I ~ c~
1 ~ Q C~ ~
+ + + + + ' + + + + + ~ ~ ~
+ +
} + k o ,i \ W~~ ~a
+ + + + + + { + } + y~ NO PARKING I j ~ ~ d~ ~ ~ ~
+ + + + + + 0
+ + + + + + + + + ,
~ ~ ® ~
+ + + + t 3 TALL SCREEN WALL o ~1 ~ W ~ ~ ~
+ + + + + + + + k:'~`~ A V PARKING LOT GRADE + + (BO E ) ~ . + + + k + + + ~r~,»~~~ ~ ~ ~ ~ o~
+ + REF. STRUCTURAL _ WHO
Q + + + + + ~;,'~C;a.
} + , O ~ ~ ~
I Y + + + w
o~ h + + + + + + FOUNTAIN + + + o ~ ~ \ ~ OI~~ O ~ ~ ~
~ U + + f`~? ~ .
+ k i ~
Z ~ + + + + + + ~ ~ ~
k + O + +
m~ + + + + ANNA N . + Af~NUA~~PERENIAL BED, SEE ~ ,i'11l.3 ~
DETAIL SHEET LS-1.1 ~ ~ W
O .y\\ + + + + _ i" ~r
~ ~ j li i;' ' I 4
r ~ + + + + + + + + + + + + + + +
~ + + + + SEE + + + + STORM WATER FACILITY,
~ + + ~ LS-1.1 FOR PLANTING DETAIL. + k
, f l r t
i / i ISSUED FOR: DATE: BY:
+ + + + t'„'~ ~ - 1 ~ 1 j ~ ~ ~ R PIEWOMM, 00/31/07 CJC
~ ~ m + + G- ~ ~ __._..._._1. APP. COMM. 01 ~18~08 CJC
~ . _ _ _ _ ____7. _ ~ ~ ~ t RE EW 03 25 08 CJC ~ VI ~ / ~ ~ ~ Pc o7/03~08 cJc
a V ~ _ ~ ~ ~ % % i _ . f ENC REVIEW 07/10/08 CJC
t - 4 t i . . _ ~ ~ ~ _ A _ ~ _
~ `_A a~'a ~f i z ~ ~ ~ - ~ ' /
PORTION OF WAL-M ~.T ~ ~ ~E aa:rss,..°k. N ~0 y I I l l l l l l l l i l l l l "~OF"'"~~'~'' "r; I I I I I i I I i'~f"~'~?P"' I I I I
PROJECT BY OTHE , i ~ _ _ _ a ~ _ ~ ~ ~ , , , ~ ~ ' ~ fir'; ~ ~ JOB N0.
~ ~ ' , ~ ~ ~ , , ~ CDW~®0901 E _ . ~ i
~ o ' , t`,.. a ~ /I ' i ~ ~ i ~ ~ ~ i ~ ~ ~ ~ ~ SHEET
z as - - 1
/ LS-1.0
W'>
Da
a~

I U ~
GENERAL PLANTING NOTES ~ ~
URNING I I~
1. ALL PLANTS TO BE INSTALLED IN ACCORDANCE WITH AMERICAN ASSOCIATION OF NURSERYMEN LANDSCAPE STANDARDS. SPACING AS PER PLAN 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 '
BY THE ENGINEER FOR HIS FINAL DETERMINATION. ANY PLANTS DISCOVERED BY THE ENGINEER TO NOT BE THE TYPE LABELED WILL o MODIFICATION DUE TO j
BE REJECTED. 3. SPACING OF PLANT MATERIALS SHALL BE AS SHOWN ON DRAWING. THE ENGINEER SHALL REVIEW THE PLACEMENT OF PLANT MATERIAL ° ° TRAFFIC POLE, CONTROLLER i
.PRIOR TO AND AFTER INSTALLATION, AND RESERVES THE RIGHT TO ADJUST LAYOUT TO ACCOMMODATE SITE CONDITIONS AND DESIGN t & GUY WIRES
INTENT. 4, ALL PLANT MATERIALS SHALL CONFORM TO PLANT SCHEDULES. SIZES SHALL BE THE MINIMUM STATED ON THE PLANT LIST OR Q d I I
LARGER. ALL MEASUREMENTS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "A.A.N. STANDARDS FOR NURSERY ~ Q IRIS HOSTA I~
STOCK."
5. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND REVIEWED BY THE ENGINEER. 6. FINAL PLANT LOCATIONS SHALL BE MARKED BY CONTRACTOR THREE WORKING DAYS PRIOR TO PLANTING FOR ENGINEER REVIEW. 4" MINIMUM OF BLACK. EYE
7. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANTS ORIGINAL GRADE BEFORE DIGGING. MULCHING MATERIAL SUSAN z ° ~ o
B. PLANT MATERIAL, ESPECIALLY EVERGREENS, TO BE PLANTED NIGHER THAN NORMAL WHEN HEAVY SOIL CONDITIONS (CLAY, ETC) d d
PREVAIL FORM SAUCER WITH 4" 9. ALL PLANT MATERIALS SHALL BE INSPECTED UPON ARRIVAL. ANY PLANTS NOT ACCEPTABLE TD 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 ~ ~ ~i~"~~"+" PLANTING MIX AS ~'.-t~ ~'t + z I
PERIOD, THEIR ROOT BALLS SHALL BE PROTECTED. ALL PLANTS SHALL BE THOROUGHLY WATERED EACH DAY THEY ARE STORED ON r~,,~; ~ ~Jt•,1 SPECIFIED + 1 PLACE STEED SITE. ANY PLANTS ALLOWED TO DRY OUT AS DETERMINED BY THE ENGINEER WILL BE REJECTED. ~ 3 ~~y,;', " y+ ~ =EL + + + + + W o
10. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT 1S ROOT BOUND. ALL WRAPPING MATERIALS MADE OF SYNTHETIC OR PLASTICS ~~i~'11',~-<+;i~~' + ~ ,--?1~~i~~= BANDING + + + + + ~I ING + + + + + + + + + + + ~ I
~ SHALL BE REMOVED AT TIME OF PLANTING. 1 ` 11. THE CONTRACTOR SHALL FILL PLANT PIT WITH PREPARED PLANT MIX OR AMENDED TOPSOIL AND WATER HOLDING POLYMER GEL TO ~ ~ ~ l~l --;'.~~~1~~is OUND BED ;ED + + + + + + + + + + + + + + + + + + + + + + + + + I
1/2 DEPTH OF ROOT BALL OR ROOT MASS, PACK FIRMLY, PUDDLE WITH WATER AND BIOSTIMULANT; THEN FOR BALLED AND ~ +~,,:1~`, ,-~+11 ~ + + + + + + + + + + + + + I~
THE BURLAP AND ALL LACING INCLUDING WIRE BASKET IF NECESSARY SHALL BE REMOVED FROM THE UPPER ~ ~ ~ ~ ! BURLAPED MATERIAL, ( , , 1 HALF OF ROOTBALL; THEN FINISH BACKFILLING ADDING THE WATER HOLDING POLYMER GEL, MYCORRHIZAE AND SOLID FERTILIZER TO ~ ~ ~ ~ 1` ! ~ + ~ ; ~ `1+1 + + + + + + + + + + + + + W
T i I T A A R HALL BE PLACED AROUND ,`%11 ~+~:..-+M ~ ;,~;,-,~,-,1,w++.~'-, THE PLANT MIX OR AMENDED TOPSOIL, PACK FIRMLY AND WATER WITH HE B OST MULAN . S LICE S + " ~ + + + + + + + + + + + + + + + + + + ~ 0 ~ ~I~
EVERY PLANT AND SHALL BE APPROVED PRIOR TO PLACEMENT OF ANY MULCH. 0 + + + O 0 z
12. LAWN RESTORATION SHALL CONSIST OF 4" TOPSOIL AND HYDROSEEDING. 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. + + + '7 0 O 0`~ o
RECOMMENDED BY MANUFACTURER. _ 00000 ~
14. ALL TREES SHALL BE STAKED. THE STAKING SHALL BE ADJUSTED AND REPAIRED AS NECESSARY AND REMOVED AT THE END OF THE ESTABLISHMENT PERIOD. NOTES: USE DOUBLE GROUND HARDWOOD BARK MULCH, 4" MIN. DEPTH to
15. ALL PLANTS AND STAKES SHALL BE SET PLUMB UNLESS OTHERWISE SPECIFIED. ALL GUYS AND STAKES MUST BE LOCATED WITHIN STAKE AS REQUIRED ~W _ O 0 0 0 0 i
H TR 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. EAC EES 16. AT PLANTING TIME ALL DECIDUOUS TREES SHALL BE THINNED BY REMOVING INTERIOR SECONDARY TWIGS, INFERIOR BRANCHES, Q ~o ,
TEMPORARY BRANCHES, AND .CROSSED BRANCHES ACCORDING TO ANSI A300-1995. SHRUB PLANTING BED o , _a - I
17. ALL EVERGREEN PLANTS SHALL BE SPRAYED ACCORDING TO MANUFACTURER'S INSTRUCTIONS WITH AN ANThDESSICANT THE FIRST SECTION WINTER. THE ENGINEER SHALL BE NOTIFIED THREE DAYS PRIOR TO THIS WORK. i
18. PLANT BEDS SHALL CONSIST OF 12" PLANTING MIX AND 4" DOUBLE SHREDDED HARDWOOD MULCH. . ~ 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 3/s"x4" STEEL, COLOR BLACK. CONTRACTOR SHALL LAYOUT METAL EDGING, STAKE INTO GROUND COVER PLANT SET AT EDGING FOR APPROVAL NDISTURBED SOIL EVERY 30 ORIGINAL PLANTING DEPTH ANNIJA~_/PERENIA~BED
20. CONTRACTOR SHALL PROVIDE A PLANT MIX CONSISTING OF 50% EXISTING SOIL, 30% SANDY LOAM TOPSOIL, AND 20% COMPOST AT INCHES PER PLAN SCALE 1 =10 U N
ALC PLANTING LOCATIONS. 3" DEPTH HARDWOOD
21. 50IL ADDITIVES INCLUDE SOLID FERTILIZER, B105TIMULANT, WATER HOLDING POLYMER GEL, AND MYCORRHIZAE. THE SOLID FERTILIZER ~ SHALL BE AN ENGINEER APPROVED, 12-8-8, ORGANIC FERTILIZER PLANTING TABLET. THE BIOSTIMULANT SHALL BE AN ENGINEER MULCH ANNUAL/PERENIAL PLANTING SCHEDULE a
APPROVED TECHNICAL CONCENTRATE AND PLANT ENHANCER. THE WATER HOLDING POLYMER GEL AND THE MYCORRHIZAE SHALL BE ~ ` 0
ENGINEER APPROVED. ALL SOIL ADDITIVES SHALL BE APPLIED PER MANUFACTURES DIRECTIONS. IF A VARIABLE APPLICATION RATE 15 N LANDSCAPE WEED BARRIER GIVEN, THE MEDIAN IS TO BE USED. ~ E ~ . ti FABRIC SECOND CUT QTY SPECIES .COMMON NAME SPECIFICATIONS 0
21. DIG TREE PITS 6' LARGER THAN ROOT BALLS.
22. ALL PLANTING BEDS SHALL BE PREPARED WITH APPROPRIATE SOIL MIXTURES BEFORE PLANT INSTALLATION. 12" DEPTH PLANTING " . 23. ANY DISCREPANCIES BETWEEN THE PLANS AND SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR HIS REVIEW MIXTURE ~ \ ~ 10 EUONYMUS BURNING BUSH 3.5ft TALL, WELL MATCHED
AND DECISION. - _ FIRST CUT
24. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. ~ SUBGRADE LOOSEN TO "PRIOR TO PLANTING 25. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL - - - - ~ - ~~jj 70 RUDBECKIA FULGIDA BLACK-EYED SYSAN 1 GALLON, WELL MATCHED -THIRD CUT ~~~~~~LL111L1 ~
MIXTURE APPLICATION -THIR DRAWINGS. BRANCH COLLAR + + + 123 IRIS GERMANICA 'BLACK' IRIS -BLACK 1 GALLON, WELL MATCHED a
26. CONTRACTOR SHALL BE RESPONSIBLE FOR VIEWING THE SITE PRIOR TO BIDDING AND MAKING NOTE OF ANY SPECIAL CONDITIONS I~~ QQ I~~ p T BRANCH THAT WOULD BE OF A CONCERN TO THIS CONTRACT. A N N U A L Ck P E R E N~ I A L P A N T I N G LI E D 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 SECTION PROPER P R U N ~ N PR~N~NG ~ETA~L ~ ~ 15 HOSTA TARDIANA 'HALCYON' HOSTA -HALCYON 1 GALLON, WELL MATCHED
IN THE WORK.
SCALE:NONE SCALE:NONE
100' TEMPLATE
z
8" 2-PLY RUBBER HOSE EDG EDGE OF EXISTING VEGETATION OR T NK o~
- ~ ~ E-d
~ ~ P~1 N
zz a
O ~Q m o ~ Oz m~ ~ E
I~~ ,~N ~ B v
O ~w oo ~ QV7 a WAN ~
RIVER BIRCH, 7 REO'D. O , OJ U7 ~ Z C. o.~~W
TREE WRA ~J NQ WLL
• O ~ 25' AVERAGE
0 WIDTH
4 INCH MINIMUM OF MULCHING MATERIAL
4" DEEP SAUCE ' O
PLANTING MIXTURE PER _
SPECIFICATIONS r C- i - 0
° P T T 'T' OS B' S EEL N '12" MIN. ~ ~
0 O
` - -
- -
_ ~,i~ I
Q REMOVE BURLAP FROM TOP ~ OF BALL ~ i, DEEP PLANTINGS 18"-3FT SUBMERGENCE, 6 NOTI t--~ NOTES: G~
-f PLANT WITH A MIX OF DUCKWEED AND UNDISTURBED SOIL REFS REFER TO SHEET LS-1.0 FOR LIMITS AND LOCATION OF BUFFER RESTORATION ALONG RICHLAND CREEK. ~ Q ~
° WATERWEED, DENSE PLANTINGS, 485 SFT.
SHALLOW PLANTINGS, 3"-6" OF \ F T NOTES: USE DOUBLE GROUND HARDWOOD BARK MULCH, 4" MIN. DEPTH EXA( EXACT BUFFER WITH MAY VARY. ADJUST PLANTINGAS AS NECESSARY ON-SITE. ~ ~ ~
-F SUBMERGENCE, PLANT WITH A MIX 0 FLA j SEDGE AND SAWGRASS, DENSE PLANTINGS, STAKE AS REQUIRED F I H A
I 690 SFT. PLANT SO THAT TOP OF ROOT BALL IS EVENT WITH THE INS ED GR DE. TOTS F+ ~ TOTAL RESTORED BUFFER AREA IS APPROXIMATELY 10,000 SFT, MULTIPLY PLANT QUANTITIES, AT RIGHT, BY 4 FOR TOTAL NUMBER OF w ~ ~ ~
P LAP I DOOUS TREE PLAf~T I NG PLANTS FOR ENTIRE TROUT BUFFER RESTORATION ALONG RICHLAND CREEK. ~ ~ ~ ~
DEC ~ -f - / SECTION TROUT BUFFER RESTORATION PLANTING TEMPEATE and SCHEDUEE p ~ o ~
~-1~0
Z
SPECIES SPECIFICATIONS w ~ ~ ~ ~
~ w ~o_"~ cc Y, ~C ,~.w,
_ -F' -E' ,T -F I i~ , FOREBAY STABILIZED ~ 'C~~ WITH CENTIPEDE SOD.
Qw~
z ~ ~c, ~ , , ~ O SECONDARY oNDARY 0 2 PLANTANUS OCCIDENTALIS 2-Y2" CAL., B&B W/ SINGLE LEADER, Q ~ o ~
a = ~o \ ~ I ~ ~ LEADER )ER AMERICAN SYCAMORE DENSE, FULL, WELL MATCHED PLANTS o ~ ~ ~
l_ ~ ~
Z ~ 7 <,:~r 2 OXYDENDRUM ARBOREUM 2-Y~ CAL, B&B W/SINGLE LEADER, ~ ~ ~ ~
o ~ ~ , SOURWOOD DENSE, FULL, WELL MATCHED PLANTS (y..i ~
m • c ~ ~ ~ ~ ~ BROKEN t I ~
o a / ~ o ~ ~ \ BRANCH J X _ ...~~:J Q
N ~ ~ ~ ~-,i .1_ c, \ 'a ~ ,
~t i
\ ~ 5 ~ ~ r~ 7 r ' / , ~ 1, ` ~ ~ t N _ ~
o _ - ~ I V A \ - C~ ~ r _ ~ i .
r- ~ ~ ~ ~ ; ; 4 , 8 _ _ 4 CARPINUS CARLINIANA 8'-10' HT., B&B W/SINGLE LEADER
; a ~ , AMERICAN HORNBEAM DENSE, FULL, WELL MATCHED PLANTS v
1 % INFERIOR WATER SPOT WATER sROUT 3 AMELANCHIER X GRANDIFLORA 6' HT., B&B OR CONT., CLUMP FORM z
A TWIG AUTUMN BRILLIANCE SERVICBERRY DENSE, FULL, WELL MATCHED PLANTS J
~7 9 _ I~ 0
TOP OF BASIN AND EXTERIOR ~ ROBBED BRANCH i SLOPES STABILIZED WITH , TE , ROBBED BRANCH ISSUED FOR: DATE: BY: ~
~ CENTIPEDE SOD. SOD AROUND ~ - VISUAL BARRIE sA ~ ~ N APP. COMM. 08/15/07 CJC ~
_ ~ r-..,~ I . SHRUB PLANTINGS ACCORDINGLY. o ~ , ,r ` 7 RHODODENDRON MAXIMUM 30"-36" HT., & BPD., B&B OR CONT. REVIEW 10/31/07 c~c
~ ~ f i TEMPO A Y WI r.,_ , , i . ~ ~ 0 oRARY TWIG ROSEBAY RHODODENDRON DENSE, FULL, WELL MATCHED PLANTS APP. COMM. o1/1e/o~ c~c a REVIEW 03/25/D8 CJC
i SHRUB PLANTINGS, MIX OF HAZEL ALDER AND ~ " ' ELDERBERRY ON 0 DO S ~ ~ OOT SUCKER ~ 1 F T PACING STAGGERED. SUCKER PC 07/03/D8 CJC
~ BOTH SIDES OF RIP RAP SPILLWAY. + GRAPH SUCKER 7 ILEX VERTICAILLATA 'WINTER BERRY' 30"-36" HT. & BPD., BBB OR CONT. ENG REVIEW o7/1o/oa c~c ~
SHALLOW LAND PLANTINGS, 1"-12" ABOVE NORMAL POOL, PLANT WITH A MIX ~ ` 'WINTER RED' WINTERBERRY DENSE, FULL, WELL MATCHED PLANTS
~ i OF SEDGES AND WHITE STAR GRASS, ~ ~ ~ N 1U Y~ OF ILEX VERTICILLATA SHOULD BE 'SOUTHER GENTLEMAN ~
N SUFFICIENT DENSITY TO STABILIZE BANK ' I ~ AND PREVENT EROSION, 601 SFT. i
~ ~ - / PROPER PRUI~ I ~C DETA I , -AIL roe No CD1N200901 E a 15 ITEA VIRGINICA 'HENRY'S GARNET' 18"-24" HT. & BPD., B&B
W ~ SCALE:NONE 0 'iirninv'c` nn OnicT' CtA~C CTCnIDC fICNCC CI Ii I Id1Cl I l,d~Tf`l.l Cll Dl AnITC CFI~FT
I-1[IN fCI J OM r-\ IVLI _D VV CC1 JI- II\L U L IVJL, I ULL, VY LLL IVIP\I l..l ILV I LnIV .l E
~Y WET DETENTION BASIN PLANTING PLAN
SCALE 1 =10 12 LEUCOTHOE FONTANESIANA 18"-24" HT. & SPD., B&B LS- 1 ® 1 DOG-HOBBLE DENSE, FULL, WELL MATCHED PLANTS 0
~a CONTRACTOR MAY SUBMIT SUBSTITUTIONS FOR REVIEW/APPROVAL BASED ON SITE CONDITIONS AND EXPERIENCE. 0

U'.
m IU
Out Parcel #2 Luminaire SchE .mire Schedule _ _ _ _
S mbol Qty _ 'Labe: Y - 'Label i Arrangement Lumens LLF Description I
'2 ',E ~ - ~ - 2 - --i 'E 3 @ 120 DEGREES 110000 .0.750 WLS-FVR-5-1000-MHR-FG 30' MOUNTING HEIGHT i
_ ~ _ - - - - o - ~i i
NOTES: I! - ~ 1 H 1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL - H DINGLE 110000 0.750 _r WLS FVR 3 1000 MHR-FG 30 MOUNTING HEIGHT 111 I
2. IF WATER IS PRESENT IN HOLE REMOVE BEFORE POURING CONCRETE. ~ ~ ~ 13 I WLS-SH-3-400 MH-FG 13 6 MOUNTING HEIGHT I I SINGLE 36000 0.750 ' - - II
3. FOUNDATION EXCAVATION SHALL 8E BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED FILL ~ 5 J 22000 10.750 WLS-WMI-5-FT10-250-MH-F 10 4 MOUNTING HEIGHT- _ -I J SINGLE
PER SPECIFICATIONS. 4. FOUNDATION SHALL NAVE A MWIMUM ALLOWABLE END BEARING OF 2000 PSF,
5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE VALUE OF 'z ~i 'o
1 Goo PSF. 30' 15' 0' 15' 30' 60' 6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL - ~I
PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1,8,X(4) OF "EMBEDMENT pF POSTS WITH -
OVERTURNING LOADS". 7. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW. SCALE 'N FEET i
8. DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 4.6 SQ.FT. zW W'o
9. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST-IN-PLACE. PRE-CAST LIGHT POLE BASE
FOUNDATIONS ARE NOT ACCEPTABLE. ~ - ~ O O \ O i +O ` ° O °
° ° N + ~
+O I + j o ° ° to + N W''
+O ~ M N ~ N +N O +
+ ' ~ +N ~ ~ f (o'
+O ° O I + ~ \ + ~ 00 + ° ~ +~7 ~ ~ ~
+ ° o~ fN
O O + + ~ N ° + ° '!l ' VI ~ + ~ ~
O - 39' STEEL TAPERED POLE B B CONNECT ALL EQUIPMENT EO ° ° ~ /y~ ° W f °
PER SPECIFICATIONS. POLE GROUND CONDUCTORS TO + ° ~ + - - , ° ~ ° ° +N N ~
SHALL BE MADE PLUMB WITH GROUNDING LUG IN POLE +O ~y - _ LEVELING NUTS. ~ +
+ ' TEMPORARY CAP ALL CONDUIT O +rl .y
NAND HOLE WITH COVER ~ + +O ' - +N O +M ~ I
1'-6" FROM BASE OF POLE. 5/8"x 12' COPPERWELD GROUND ROD +O O 4"x 6" MIN. CONNECTED TO EQUIPMENT GROUND ~ +O
~ I T IN P E O + W RE A GROUND LUG OL O f~ `C' + fN cc + _ f~ _
DETAIL "C" iv +O rl +
+O ° ~ ° ~ ~ +N ~ ~
+O ~ O + ° i x
A A :o ° H N + / tV ~ o f ' m
(3)-#3 TIES ®4" O.C. M (4) ANCHOR BOLTS 1.25" DIA. +O ~ + ° ~ f ~ ° •`h~ ° ~
24" DIA. x 42" LONG x 6" HOOK +O ' +O ~
FINISH GRADE ° ~ O ~ a f~ ° ~ O +1 7
~A/~A~~A~VA~~A~~A~VA / +O ° p lQ +N ,y N ~ f + ° ~o r
\ V/V~~V~V~\- O c/////// \ + o _ ~ /,~/V~V~\ / /~/~/A iA -A\\ +~l j H ° +rn ° ~ v
N ~ \ V/V/ ~ ~
~ . ~ 3 - + 30, ° m
+o ° ~ a~eS +o ° ~ sp a C 2 S ~ rv,~y ~p 1000 ° 2 ~
5- 5 W 8" HOOK 1 # / +0 00 10 EQUALLY SPACED O O
.3 ° H 5 oz ° o °
1" MIN. LIGHTING CONDUIT ~ ~ 3 TIES ~ 12" O.C. MAX O ~ p
+O VERTICAL AND HORIZONTAL +rI ° ~ ~ ° +~f
BARS SHALL BE FIELD TIED. 3" MINIMUM COVER TYP ~ o +ry VpN o
WELDING NOT PERMITTED. ~ O + SUPPORT REINFORCEMENT IN I iv z > ° ~ ° fN
ITS PROPER LOCATION FROM ~ ~ O ° N ~ +H ~ ° o ° / °
THE FORMWORK DURING +O ° T P RATION. +n] N CONCRE E 0 E
+N (4)-~5 EACH WAY ,y °
2 BELOW FROST LINE ~ 52" +O ~ ~ ~ + ° , rl + N z o N ~ ~ f ~ h +N ~ ~ ~ oQ
SQUARE +O ' ° O f ; f~ ° O ~ f~ ° ~ ~ Ow o o co
+O p f~ ~ m
® p +R7 ~ ~ ~ + O ° ~ ou, dz~~ E
3 TIES AT 16" O.C. 8"x 12' MIN COPPERWELD +O ° ~ ~ ~ # I ( ) o ° ~ rn ~ ° fH t Q(n mace
- GROUND ROD CONNECTED TO +O ° EQUIPMENT GROUND WIRE AT +O ~ +h~-~ (~j ° ~ ~ w ~ ~ ~ ro 3
4- 6 VERTICAL GROUND LUG IN POLE O +N ~ ~ O ~ O ° J O ~ ~x °
REINFORCING +O ~ O ~ , ® rn +~1 N ° d+ ° N 2
BARS PLACED INSTALLATION IN CONCRETE +O ° '~'1 + +N ADJACENT TO PAVING REQUIRES CONTINUOUS + N N a ,
ANCHOR BOLTS 1/2" EXPANSION JOINT MATERIAL O +O N +N +nl f + N h ~
ALL AROUND, SEAL WITH JOINT O +O ' ~ SEALER PER SPECIFICATIONS O ° O N +
CONDUIT AS REQUIRED } +p + ° l~
° 0 +o N 4 O +O ~ O ° ° +H 30 ® ~ + o ~ i ~
° p + , +H
' O +p +O ° O +O ~ o + ° j +N M f N
+O Q ~ POLE-TO-BASE PLATE WELD +O ~ ~ f,y ° ° + °
SHALL COMPLY WITH AWS ANCHOR O +O CC' + ° + °
SPECS. AT TOP AND BOTTOM BOLTS 0~ + O +O ° OF BASE PLATE O +O ' + ~ al +N
I +O p +N ° ~ ~ ~ + 1 ° F--1
BASE PLATE BOLT HOLE 4 0 +O N ° TYP +p ~`1` f t ~1 i.l ` ` V / ~ f i ~ ? t~
+O ~ POLE BASE PLATE A D 0'-3 3/4" +O ~ f ~ + ~ ~ l ~ + ° ~l 1 ~ i ~ /'y~ ° ~-I 1 • ~ 1. ~ - ! i ~ ~j~ L '
BOLT PATTERN PER Q +O ~ ~ ti e 7 ° ° ~
MANUFACTURER'S iv ~O ice, O O ° QO RECOMMENDATION o ~ ~ +O O +O ° f f i}
i ~ +O rl +r-I N N N +p ° ~ +
~ +O ° N { t O
p +p o ~ (y~ ° ~ / - 24" DIA. CONCRETE FOUNDATION j'~ O + °
LIGHT FIXTURE ORIENTATION ,y +O d ° ~ +N ~ O ° ~ ~ i ~ ! +N 1 ° o
(SEE SITE PLAN FOR ,y +O / , ~ ~ +O ORIENTATION TO BUILDING) ~ ?a~ ~ ~~1 O ° n' +O +O ~ Ord 01 an !m''~ j ~ ~ ~I ~ ~ to +N ~ +O +O ° ~ ~ fH f0 ~ n} % j ~ ~ ~i ~ ~ W ~ ~ ~
+
.O +O ~ , W - ~ , ~ _ O +O
BOLT COVER TYPICAL ~ ~~5::-_ ~~h -r- ~ - Cf+... - ~ ~ Qy i
+0~_ _ ~1 rj c' + - _ l - .a _ ~ - I +O _ -rQ-_ _ _ W . i A N ~ ~ O
+O N r ~ ~ +O ' f0 ~ (J
_ _ - _ '-r z ~ _ _ ....O -NO ~ O +O '
~ HANDHOLE WITH COVER REMOVED ° ~ O +O fo f'6 c~ +o ~ ~ ~ N ~L,' U1 ~1
+O ~ ~ } BURNDY COPPER #KPA4C _ _ _ _ +~3- O ~ _._..__.~o ~~C ~ ~ ~ N i i+o o N p w 4-~- o y~
~ m GROUNDING LUG WELDED SCRULUG AND TIN PLATED +C1 `~`p z~ TO INSIDE OF POLE NUT AND BOLT OR BURNDY +O R> ,
- p +O Ya COPPER ~KC20 SERVIT O ® _ ~ w r"I- - _ _ _ _ _ . ~
o~ TWO PIECE BOLT ATTACHED TO GROUNDING LUG . ~ ~ COVER REQUIRED +O O _ r-i i ~ ~ i +
m° #4 GROUND CABLE ATTACHED _..._.....+0_- _z.__-.. a n . f-I
w ~ LOCKING WASHER TO GROUND ROD
~a IF SUPPLIED BY NUT N SITE LIGHTING VENDOR
N 5" MIN., 5.5 MAX.
~ LEVELING NUT WASHER BOLT PROJECTION
a (MAX 1" FROM
CONCRETE) BASE PLATE PER o SPECIFICATIONS
ANCHOR BOLT
0
I a
w
~ 12 1/2" ISSUED FOR: DATE: BY:
~ ~ W ~ BOLT CIRCLE APP. COMM. 08/15/07 CJC REVIEW 10/31/07 CJC
cv N ~ c Rq plUS a ~ ~a APP. COMM. 01/18/08 CJC
0 I .REVIEW 03/25/D8 CJC PC 07/03/08 CJC
m w ENG REVIEW 07/10/08 CJC
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rt ~,,„i r <t Ht3tSS6~$~ T>te ~ ~ S~ri~s .~t c~ t~lrrE~.tr.urn hnu.r ig , s t ~ ~ ~ ~ gv ~ a ,~.tn~~ 1 s ti e r a r ~ ~ BALL ~c~U~ A ~~iv~rli~erl ~tu~l X11 t~aurrtir€q p3rtte ~asrky moth rfiir'~ctk to ~ i 5E?aiTl~ ~ _ ~,3 c~t~ otla[ ar 6~~^^ppu~! ~ €tittctl ~a~_ ~P~ ?g~~: i~ ~ai~lli~~ to ~ 1~fi~~i b~~~~~~r€ the I o
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t`; ;L fcrifautotlcEa~,ifGattan proYrr,1~,35 ukase >;If ins$al cttl~tr"€ iirld s~rCriC4n, Irtrvvclar flnlshing irrrrcess t.e viva the fixt.ura an exceptionally attractive attr~µ~tllte ~
. appearance. Ttte polyester finish v~thst:aritfs ext.rama tiuaather change ~tIS 1=<~clr €i:~iE3ra €s frr~ished v~utl~ a 1,iakatS-on polyester l~a~~d~r ..,~~~.-~-~w,-- rll~a~a ~ L~~l'~~' ~I~t s.(t ~~r t . ~;~r~d yl~ dtr~fk~i~t lens i~ ~~~1~~ ~r+ rho, ~:ic~rr ~~fth ~ z'
tltf ~ rr,m~°- 5 tc~ ante t to tirrtrrr°~ ar exr~ ti c~ 11 attrac ive a garafree. withlrlit cracking ar peeling, Ste€idard ari~i rustorrt colors available: f€r~rs~€rig g yes. I p rr a y ~ pp ~~Q ,pia. ar1~ pi£ ~P'~~I t~~e~ i'!a~ ~~i { ,~;1 tsplifi~~rt lain likes rr ofii€t r ~ s,~l}~ s~su( ! ~ ~lth rrnritipie fells clips aril ~ arr~~p€ece ~~tru~arl slil~clrte ~asit~'i. Art aptda ~l i a
Sl:anrlard fkTisl~ c~oiors incittde brorEZe, tsrEr black, platlrinr~ ~rhite ~:nd REL~TR~I~~~TftIOTi PA~°TO~ Fixtures era ~uipper~ kith i~1lurar~anatr~ l~rr~ is u~uilable an roast Caps Fiuar~:~a~tt ti~iures. pper~ ~it1t ~
faneti guar r~iJ>n>n Toy ~ouriT green. The polyestet• finish G~Ei~thstands ex~trer~e aveather chan~g~es vvithortt a pc~iished aiuititnram seclt~ented refieu°tor ava'siabia in four r~istriblltion 0 lbrrtitln tip' 1#iR iarrr~ irtrl~~r~s are yia~ari ~elaitr, rireriirrnr ~a i ~u a rsp to l?~ ~ ~ °
n. rr~~.ciing oi• peeliE~g, Canstrlt =~actary for auailable crast€;'rn coicrrs and f ~ patterns ~vitf~ v~rtit~a~l ar harizant4~1 i~ur°n lar~t~s: 7ypa ~i~ Ty~Ia V {.5#, fypr5 V {;5~r ~tiatt5 ~s1~ a~ul 4C~V ilirl r~ft?~ tar 2~i ~~tt. ~i1e Capact 1" irtF. r~cunt fiixtur~s N o
I pinstrdpe decal options. ~ arid Perimeter Forvaard Thi•o~ i~P}. Mature aarse-piece tftarnlaplastla sa~l~et, ~
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~ ttE~t.CT~I~~J[tfSTti~ITI~I~ 3`~~:t~;s Tkte F~+ ~fk€°€es tixtiare is 11. ` lI e stl. t ~ . . ~ I.~O SO~lCE ~estgr€er~ to operate up to 4t#~ ~'att Htg Pr s l e ~ftarl~irie €rr Error reflector syi~td.irrs and cirstrrf~tEt(on patterns, all vv€th ssrare L,~, ~'I 1 xt€tt°a fi~ d~r1e€t fia ap~rut~ ~rifi~r Put=~~5tart tafi~3 final ~ ~ ~°it~i idyll```, .,i fi~iia, Higi1 P~~sure tiirrrri a ~l; <,ir}~ir: ar r3a~tt~ic C ~~rr~~ ~ ~ ~I' w
r Sodliim, 3etal Halide, acrd Super retal Halide lamps. vertical frrrrri Iar[r T re ti ~2), T ae tfE €3? T re ~ C5# and Perir~Teter 1" i! e~c~rlt larr. i.~ . ;rlrli~~d as sii~ttr~cf ~ 1'i1 frkie~~r, sltil°~~~ lrtst~ila 1 . ~ I
p yf yl ~ Yl Frrt•}~'a€•rl Thr~ovr tFP, R~l~eot's are iieid~rotatable enai~Eg generraras ~~r i;€: ~lktare:ent ;r,~rr.eri ~i~~i~ii'~ ~hrti lrr paste G~r'~?},
r ~I~T~ dazed lrorcelairr rno;g,rrl-trace socl*iets faatrrre spring-reitttorcet9 t~ ~ G LPA fl'e~ibllity I T~95t1"l~L@tE~p#1 pcltt~~r`kl'* re1?tiTQllt ~Rtllt~ nirrv'er~Tent. ~ $Q. -reitriarctrr9 ~ _ ~ ~
t .,-..._..I contacts. Rafe><l to cvt~ sra° ? ~z 3?~L ~s,~s° ~s it .e r_%a~`~~St,~'ii~°~~~k~, 4Q~~" El~ctriu~l carr€parlarlts ore Ea+°trrryrl~~uatl in c
m.........,._.,......-_ LitZHT SttI~R~S l~esiyrTeti t~ ppc~r~tP with Pulse-Start metal Halide, l3l.t~5~' C1NA ar HPF regulat(rig auto transfarrners. Available Iri C~letal la Irr Is,~iat.~l ~ ~ i~ .ti~~i pre~ll~,i l'3; °r~~ic~~ ~paci~~ laa', wlfitp~s ~~i~r~ aa~t Cravl~"~,{ ~u:~arr3t g - ruhirar graeE~€l{ =r ~`irls ~~grattr€rt s er€try z3~ ~~.+~c~, .iu~~, al ~.i tr~w~l~prru ~
r~+~ b~ sra° rt~° ?s~ ~.s Su~ar° l~tal Haiil~r, ~l~tal I~aCicto, fViet<ti i~a[itle R.adricerl Envelope or , Hahne, Supel° I~letal Hallrle alTd High Pressltre Sodrt€rrt, Starting _ ..m_~_. nigh Pressure Sracliur~.
tarrlperaturP is -2t~ F for 4letai l~lalide arrt~ -~1~ for High Pressure 4spp~„„ 7x~,a vita, 1en,! ~a;:I~~li;ry-st rt ~.~tir~. yslPds,. arir {a ~ _tt~~ r3~lrra t1I ~ ?ll,~i.~Pl ! irrst~lt,{.. ~;~!i (i~t1C~ ~.rrr~ lJ~ ia~rl:~ hiC~ ri1}1'i~illif~t`!f +~it7' ~ ~':;i~ !ii}~'~si''r o
~,.F......,•w~..~.~ Sodium. ~riaxirT€t~rrt ~fattac~e i~ ~a0~t. S~ET~ Par~cc:ialn ~Ttoyul-base socl~ets t,Yhth sprirrri~relrt$orceti contacts, t~ hw l(~~;:{ ir°:~J fE;l~~~9`sr~. ~~~et 0-6t~~rv5~ 1r Etr~Ilr¢5t~~re laatr'r~u~~l~ a -1 ~h°!f ~ aC: % r~-,~3', ~~~H1 C~1`'t 1 (t~~it~:~, ~ ; 'eta o ktq, L .°~~$~@
Tl _ ~ ~ ~ s}~ ~t,r{ : ~~it~ ~ fi~JUfttetl flt~ t~a~tlt< s!t;It~~~ arN a ralhaiale ~it~ ~a v#:~>ort:i
I~~I.,I~~~T li~ia,al Halm, Super fVi~tal Halide, acrd Heigh t're'bsnro Soditir~ lOT~ ~RAETS Out Ott Arm= A 211" ~ b" x 1~" ar°rtt rtrount bolt an braclt a~tr brl~et It ~l~,u! ~~~i...t iur n1~i~lpie (~p~safeal~;t'~i~ ~ur~a~stii~ing I~~tt~~ ~~lr~~~ ~ H
feattirs, high-lower factor ~~tl,~ ~~nllast, a~~rl are t"esignt~d fur -2Q ~ aperatlon, is shipped standard vdttt€ thrs f xttrre, 6Atr i~° tr(°aclcet (s avatiable for le fCkr C{ (l ,I; ~t {1;a!'s. ~rt~@ y P? ~t;~,.~fp rs ~°°`~Ela~}I°? itlr ~ Safi ani~. ~tteJ~ 4Ck-lip p
- sirlgie and 1)1130 configrrratirrns.# ~ rotlr~d p€tie friars is available tt}r ~Ie ~al aEdrbti ~k'l~tfl(1~' r? v y I ~tU1 I~ .fit ~ e
~srt : 1~`2" x ~ 12" r l~ lert th chi ~ ed stanr#ard. ~ Arne lta t ~ ~ g ip a rour(d poles, a ~ ~ P ~t;~~Y~ATii~ [agralerlrer~A ~i1~cb~papt€an,abf I ht as m
" • ~ i u°°arl 16ar° sii~c,i~ trr t~~00 conk uratians brrt rT~Irst ~ 4 ~ S tAn 8 bi aek_t s a ~nh e ~ g f i ~~a~ f~,s. arrn»~Mans, ~ ~~~p' ~ar~i~' r I lidr __~rr$ Er~11$5 aul~~ auaila~ia er1=1~'e ~l~~Ur~~ ~£rrl1pl~+~`~ ' ~1°~ ` II' ~ i~'iit
b~ of°clet~ed separately frai~n Options eolLt;~n ~t#tl7e or€I~rlE3r~ ohaE~t.) Ror€i7d ~ r;~LTVn~Rrrl Pole Plate (RPP# is regLrired f~ul^ rn~untlrlg to rofand ptr4es~. ~ e~~s~ €~~i~ ~ ~ ~ g~ ~ ~~e~ ~tir~t k II ~ ~rr€ergena~ iag~~u~ ~~ir~~ the 1 ear an t{~~~ 6>ia(ltf'r}~'~ e~t~. rI~',
(See Q Lions in Lrfrrrlrraire Qrderir~g Inforr,atiorr.f ol~ T~ a ryast alrrr7ainErrn A M~~ b{7 irr~l{ ~ Ofd,tlr?I)t`,` Ge~11 t~'~lt '
p ~ nor-€~~I ~1AGL'r9gi7tdT PLATE r'ntrLrntin hub r:onseals the, vviririg coi~gpartrr~ent and mounting ttardv~are ton FIAT SURPaCED APIs g ~'1»~~~_`~~..~'~l~'~tJ~l€~~AT°~'Fulripfi~r~+ic~ctnrsystel~rsara~!allabieta ~~~m
P€1LE roP iu?t~u~T ' € m ' f r ~ L~r~~ fi~t~r~s and ~IS,s {conststrng of fofir ~ ~~Ib fI..D, alurr~rn.r r~rds o rrt ,d , - 5a diver ~ r~ ~rd~ or ~~I! °°,da~i iratt,err€r ~a~rrlipht ~ ~ rl~x1~~ 't~ra 4G° i'~d, ~'~}x
f#.f9. altrr~i~%n~~~ranr conic ~fr~E• las•g~ fi~ttai°as, and high-strength grade-five ~ ~'ufi t. ~at1 "'°r tilt F~7 refla~ i rr~ridr°,t t~ z# 'U~{a.it a {~~io~), hlra ~ [~am~~~~rr .
steal butt ~it.h nylon ins~r•t acrd split lock tirvash~r fay dauble Laclring.# r ~ Liy ~ ui:~t,a?tl~t _ Ft}~ ~~a:'~r Th~ra~ tFT~~ ~ut~ T~~{ta :(Ii 6? ;,€rl; d~~G uralb;~llt,.
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o $lafi~r~~~ 'APP. COMM, D8/15/07 CJC Z l,! a8~ltk(Bt~anl>t~nkyd Uiirtr~pt~ar ~ w.a { ~r~~eaua~n~u#) ~li~ ~ E~~~1'; REVIEW 10/31/07 CJC
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0 1. Nalt~~ p~e739Pf Hi4Ib Prg;~a a 9aditzara Ensaa4 as arc plod. „ - I G, Ctln~ul3 f'tusaap Per aalvr~ vtEO~an~o3 ~~o tlttl "c':, td7 ~I~kkei Pil.TE, ~,~r~~`at'' { ` g`.ti~1`~9u'Ibll4f€, s~t~E~~~~1i6~: ~ ~~r~lr' REVIEW 03/25/08 CJC 'S 4, ~&~1fi~bl~~la~ie~n~ltr~ltta i1~1r°t~a[~;T~'PC ~t aaEu;~~lr'iflc PC 07/03/08 CJC
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Fily, 811,735.x`?, A WWWaWtsif.ghtl.ng.co Y Worth, ~r
P.O. t, Box 10,0511 7i ~ Fort TX 76185 ~I Date: 200.63MM + Fax: S17.735.4824> WWW.WiSlightlM .coin
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