20070776 Ver 3_Site Plan_20080924

SHEET INDEX
GENERAL SHEETS SHEET NO.
COVER SHEET C-0.1
SITE PLAN C-1.0
SITE DETAILS C-1.1
GRADING PLAN C-2.0
KAY A~
WATER QUALITY PLAN C-2.1 I NOT TO SCALE
DRAINAGE MAP C-2.2
UTILITY PLAN C-3.0
UTILITY PROFILES C-3.1
UTILITY DETAILS C-3.2 ~OCaT Oil l~~iP
UTILITY DETAILS C-3.3 NO SCALE
SESC/SWPP PLAN C-4.0
SESC SWPP PLAN C-4.1 `t ~ /
LANDSCAPE PLAN -LOT #2 LS-1.0 I
~ y LANDSCAPE DETAILS LS-1.1
SITE PHOTOMETRIC PLAN - _
PH T M TRIC DETAILS EP-1.1 0 0 E _ f_._--
4 '
. \ ~
m
• ~ ~ ' ~ WAL-MART
UTILITY GOVERNING AGENCIES CONTACT LIST , ~ 0 SCE 9663-02 Wtlynesville, NC C-176-SOL-NO ~
OVERNING AGENCIES AND G ' ~ HOME DEPOT
UTILITY CONTRACTOR RESPONSIBILITY OTHERS RESPONSIBILITY p _----ice _ CONTACTS ' 102k 4CORNER LEFT ENTRY SIDEOOCK 28KGC
R N TOWN OF WAYNESVILLE -PROVIDE AND INSTALL ALL WATER MAINS AND SEF~ING OF METER AT THE PROPERTY LINE WILL " WATE Ll ES ' 0
16 SOUTH MAIN STREET ASSOCIATED APPURTENANCES PER THE PLANS BE BY THE WATER COMPANY - PRESE~~T I
P.O. BOX 100 AND SPECIFICATION RESPONSIBLE PARTIES . ~ ~
WAYNESVILLE NC 28786 -ALL PUBLIC AND PRIVATE WATER MAINS SHALL
FRE BAK R BE C-900 PVC DR14 CLASS 200 ~ s CONTACT. D E
828-456-4410 -ALL PORTIONS OF THE FIRE PROTECTION WATER - SYSTEM SHALL BE INSTALLED BY A LICENSED n ® 0 ~ ~ ~
FIRE SPRINKLER CONTRACTOR s
-ALL PORTIONS OF OTHER NON FIRE PROTECTION I o ~ 0 0 0 0 0 ~ 0 0 0 0 0
RELATED LINES MAY BE INSTALLED BY THE , 0 0 0 0 0 0 0 0 0
PLUMBING CONTRACTOR -COORDINATE REQUIRED INSPECTION SERVICES o 0 0 0
WITH ENGINEER OF RECORD AND TOWN OF 0 0 0 0 0 0 0 0 0 0 0
WAYNESVILLE DEPARTMENT OF PUBLIC WORKS. , o 0 0 0 0 0
SEE UTILITY PLAN FOR REQUIREMENTS. 0 0 0 0 0 0 0 0 0 ~ 0
SANITARY SEWER TOWN OF WAYNESVILLE -PROVIDE AND INSTALL SANITARY SEWER LINES U 0
H MAIN STREET AND ASSOCIATED APPURTENANCES PER THE ~ 16 SOUT C.::.:
P.O. BOX 100 PLANS AND SPECIFICATION - c~ C~ C'J C7 C:7 ~ ~ ~ ~
WAYNESVILLE, NC 28786 -ALL PUBLIC AND PRIVATE SANITARY SEWER ~ ~ ~
CONTACT: FRED BAKER LINES SHALL BE PVC AND RATED SDR 26 828-456-4410 -COORDINATE REQUIRED INSPECTION SERVICES MURPHY BRANCH DIVISION OF
WITH ENGINEER OF RECORD AND TOWN OF ~ \ SOUTHERN BRANCH RAILWAY
WAYNESVILLE DEPARTMENT OF PUBLIC WORKS.
SEE UTILITY PLAN FOR REQUIREMENTS.
STORM SEWER TOWN OF WAYNESVILLE -PROVIDE AND INSTALL ALL STORM SEWER LINES
16 SOUTH MAIN STREET AND ASSOCIATED APPURTENANCES PER THE
P.O. BOX 100 PLANS AND SPECIFICATION '~/~s ~ V
w WAYNESVILLE, NC 28786 -REFER TO GRADING PLAN FOR INFORMATION ON ~ CONTACT: FRED BAKER ALLOWABLE STORM SEWER MATERIALS r,~ 6~. ~
= 828-456-4410
U z NATURAL GAS PSNC ENERGY -COORDINATE CONSTRUCTION ACTIVITIES WITH GAS -SERVICE FROM THE POINT OF CONNECTION AT F ~Qr o / Rl~yr` O .~qr ® ti
15 OVERLAND INDUSTRIAL BLVD. COMPANY TO ENSURE INSTALLATION OF GAS THE EXISTING LINE UP TO AND INCLUDING
a~ ASHEVILLE, NC 28806 LINES ARE COMPLETED PRIOR TO ASPHALT OR SETTING OF METER WILL BE BY THE GAS
a ~ CONTACT: GREG REYNOLDS CURB PLACEMENT COMPANY-PRESENT RESPONSIBLE PARTIES 01-011 t, Y3
828-670-3549 -INSTALL BOLLARD PROTECTION AS SHOWN ON -ANY RELOCATION OF EXISTING WELL BE DONE zm NOT VALID FOR CONSTRUCTION
Y~ THE PLANS AND PER THE GAS COMPANY BY PSNC ENERGY -PRESENT RESPONSIBLE UNLESS SIGNED AND DATED:
°o REQUIREMENTS PARTIES m~ ELECTRIC PROGRESS ENERGY -COORDINATE CONSTRUCTION ACTIVITIES WITH -ELECTRIC COMPANY WILL PROVIDE AND INSTALL r
LARRY BROWN ELECTRIC COMPANY TO ENSURE INSTALLATION OF ALL MATERIALS NEEDED TO ESTABLISH PRIMARY ~ JOB N0. SHEET
~a 513 JONES COVE ROAD UNDERGROUND LINES ARE COMPLETED PRIOR TO OVERHEAD SERVICE FROM POINT OF CONNECTION
" CLYDE, NC 28721 ASPHALT OR CURB PLACEMENT AT THE EXISTING LINE UP TO THE TRANSFORMER CDUV2 -41 E C-4.1
N 828-627-1653 -PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC -PRESENT RESPONSIBLE PARTIES 09-22-2008
~ CONDUITS tNITN PULL ROPES, INCLUDING -ELECTRIC COMPANY WILL PROVIDE AND INSTALL
w° 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 40 PVC CONDUITS SHALL BE USED ON -ANY RELOCATION OF EXISTING LINES OR POLES ADE RIM
~ THE RISER POLE AND RIGID METAL, LONG RADIUS, WILL BE DONE BY PROGRESS ENERGY - DEVELOPER: 120o Ridgefield swa., subs 1a5
o ELBOWS SHALL BE USED WHERE THE PRESENT RESPONSIBLE PARTI=S Asheville, NC 28806 WAYNESVILLE CON~MONS RETAIL ASSOCIATION 828.665.1288
~ UNDERGROUND PORTION MEETS THE RISER POLE U 1765 MERRIMAN ROAD FAX:826ss5.9566.
i AND TRANSFORMER ~ -CONSTRUCT TRANSFORMER PAD AS PER THE www.wadehim.com Building relaflonshlps on a found f e Ilerice AKRON, OHIO 44313
o ELECTRIC COMPANY'S SPECIFICATIONS PH: (330} 836-9971 PREPARED UNDER THE SUPERVISION OF: CHARLES J. CHRISTY, P.E.
a" -PROVIDE AND INSTALL ALL SECONDARY SERVICE o AND MATERIALS LICENSE 29142
~ TELEPHONE BELLSOUTH ENGINEERING -COORDINATE CONSTRUCTION ACTIVITIES WITH -TELEPHONE COMPANY WILL PROVIDE AND
ASHEVILLE, NC 28801 TELEPHONE COMPANY TO ENSURE INSTALLATION INSTALL ALL TELEPHONE CABLE FROM THE POINT CONTRACTOR SHALL CONTACT NC ®`~0~,191111l;p®
J CONTACT: DEBBIE GIBEAU OF UNDERGROUND LINES ARE COMPLETED PRIOR OF CONNECTION UP TO THE BUILDING - ONE-CALL CENTER @ ,~\\\\o~~N CARo~ ~m®~~!~ o
i 828-258-7135 TO ASPHALT OR CURB PLACEMENT PRESENT RESPONSIBLE PARTI=S N 1-800-632-4949 FOR LOCATION OF ~...~~E'ssi~,,•~ ~ m
-PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC -ANY RELOCATION OF EXISTING WILL BE DONE ALL UTILITIES, AT LEAST 72 HOURS ' ~ : o * a
o CONDUITS WITH PULL ROPES, INCLUDING ALL BY BELL SOUTH -PRESENT RESPONSIBLE TRENCHING AND BACKFILLING, FROM THE RISER PARTIES PRIOR TO BEGINNING CONSTRUCTION. ~ 819135; _ = 1
Q~ ° POLE UP ThE TO THE BUILDING
Q~ -PROVIDE AND INSTALL PULL BOXES AS PER ~p
~3 TELEPHONE COMPANY REQUIREMENTS U ~
i,i, ,.,~,.~,,.r~,,.,., ,..,T~.,...,r, r,~-.,.,,,~~ .~.-.,,.-.T,-,,..,,,~,. T-.,-,,,.~,~.,,. ~i, TR I M ~ ~
0°5 IHIJ MAIKIA HAJ bLLIN HKUVIUtU IUN IWUKMAIIUINAL UKhUJtJ. 1111 IUUINIKAUIUK J11ALL h'KUVIUL ANY AINU ALL Al I'UKILINAINUtJ, INLINU-IINU AINU iIIWO" vLa ~
a~ BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED. U
PD~ @
SEEP 2, 4 2008
DENH • WATER OUAlITY WETLA DSANDSTOPM,,N`, 7 F,~~ rr

UUU
UUUm
ZONING LAND USE,~DEVELOPMENT REGULATIONS
W
1 THE PROJECT IS LOCATED IN THE HYATT CREEK AREA CENTER }
(HC-AC) REGIONAL DEVELOPMENT DISTRICT. 1 ADDED WALL SKETCH Oft HIGH CHAINLINK FENCE. LOCATE ON ~ TOP OF WALL OR IN FRONT W/IN 1FT, ~ CHANGED TO CHAINLINK
2) FLOOD ZONE CLASSIFICATION: FEMA ~ 370124 0005 PROVIDE 12" DIA SLEEVES IF LOCATED Z IN WAIL RE-INFORCEMENT. Q
F-
3 BUILDING SETBACKS ' _ ) Z
20FT -FRONT ~ ~ 8ft HIGH CHAIN LINK FENCE WITH ~ o O ~ a
A - SIDE PRIVACY SLATS. LOCATE ON TOP OF ~ n N. WALL OR IN FRONT W/IN 1FT, PROVIDE + o J ~ ~ ~ Z
5FT -REAR ° 12° DIA SLEEVES IF LOCATED IN WALL j a RE-INFORCEMENT. ~ + O t Q ~
mJ 4) MAXIMUM BUILDING HEIGHT = 40FT Na 7 , o ~ ~ F- ~ W
~ 3 u 60. m~ ~ / p ~
- FR T P OF BANK. -Z ~ ` 5) TROUT BUFFER 25FT OM 0 0o i 9. / ~ O W p
a 0'
om ogo
UOU m
's OUjW
NOTE: ALL OFF SITE WORK TO BE o d L>J GRADE AT TOP OF WALL U W
0 + GROUND AT BOTTOM OF WALL ~ (YQ~ + z~
COMPLETED BY OTHERS. o GRADE Ai TOP OF WALL GROUND AT BOTTOM OF WALL GROUND AT BOTTOM OF WALL ~ ~ Z
BOTTOM ELEV, 2755.39 GROUND AT BOTTOM Of WALL BOTTOM ELEV. 2755.39 (TOP OF LEVELING PAD) (TOP OF LEVELING PAD) 39 BOTTOM ELEV. 2755.39 U O 4D) (TOP OF LEVELING PAD) Z ~ I-
~ ~ ~
LEGEND W
PROPERTY LINE CONTRACTOR BO SIUBMTUSIGNEDS ND SEALED RETAINING WALL 2 Ni"~~ I-
2 EXTENDED WALL 5 FEET SHOP DRAWINGS OF ACTUAL DESIGN TO ENGINEER , EASEMENT PRIOR ro coNSTRUCiION. SCALE: 1 = 6 ~ 6~~~
(J O O
PROPOSED BUILDING 3 REDUCED WALL 5 FEET, RAISED BOTTOM ELEVATION, REDUCED HEIGHT, ~N`° W
PROPOSED TYPE "A" CURB CHANGED CONFIGURATION OF FENCE
P TYP " "CURB AND TYPE. PRO OSED E E
PROPOSED PARKING SPACES 7a "I~" ~II ~
~I ~ A
- I- ~ ~ STANDARD DUTY ASPHALT _ - ~
-1 ;~,I '
- - Y TY ASPHA T I ' ' HEAV DU L ~ 'x,1~ _ ~
; , - r, `I REMOVE AND ® 'I - - ' + REPLACE \ i _ ~ , - m ,
STANDARD DUTY CONCRETE ° a _ coNCRETE cuR6. \ ;si ~2 NARROWED FRONT WALK BY FT ~ ~ { ~ ~ ~ ~
- ~ I I ~ ~ - I AND SHIFTED BUILDING EAST 5 F~EET.I ~ ~ I ._p~~
SITE PLAN NOTES ~~a~-- - A~
N: I ~ ~ ~ ~ ~ I ~ ~
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY - _ , ~ ~ m
REGULATIONS AND CODES AND O. S.H.A. STANDARDS. ; ; "I ~ ~ TYPE B' f ® BOLLARDS ~~i ~
TRA T R SHALL REFER TO THE ARCHITECTURAL PLANS FOR ' ~ ~ 2. CON C 0 ; ~N
EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, STORMWATER - I C I ~ N
MAINTENANCE , ~F- o SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING 15'R ~ I I ~ ~ ~ i
DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. EASEMENT , r ~ i~i~i ® ' `y I I I I 1 I
} UTILITY EASEMENT ~ 1 ~
M 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, ~ RA - - TYPE B ~ SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF G SS IS ~,~i z ~
L- BOLLARDS ESTABLISHED. " ~ ~ I ~ ~ o ~ YIELD TOP TRIAIV'~ ~ ~ ° ~
I - CO~ ~ 2 pp SIG DETAIL ` ~ ~ I I ~ o C
4. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. ALL a-" SHEEP C-1.1 ~ ~
REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN. RETAINING ° ' WALL 2 i ~ ' ' STAIR AND STOOP, \ STOP SIGN, S PROPER ~ z ° SHEEP C-~ LINE ~ a ~ ° a ~
# ' ' REF ARCH 5, ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS , ~~5~ O W o ~
TE `a. , G OTHERWISE NO D. _ o Z pEo
' - " EXPOSE EXPOSED I , j ~ ~ ~ ~
T HA R 5PONSIBLE FOR ALL RELOCATIONS ~ ' ~ FouND~ 6. CONTRAC ORS LL BE E - ' - WALL FOUNDATION 3p_ ~ ~ Q ~ ~ ~ a \ > v~ ~ ui cv ~ WALL \ MONUMEN SIGN; W b m `O `0 3
(UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED ' " 2 , - _ 1sa.pp• a ` ~ REFERENCE ARCHITECT. ° ~ N ¢ m ~
TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & .fie > TYPE B , . R A 8' NIGH x,50 2 A DE 2 C ~PA 'ES , _ ' DRAWINGS
POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCO D NCE I BOLLARDS- SCREEN , - CURB SHORT WALL WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WALL ~ / o
RK PECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL " - , - ° ~ ° ` REF ARCH. WO S - -
" " } - ~ TYPE A BOLLARDS, COST SHALL BE INCLUDED IN BASE BID. - - 8 ' ~ REFERENCE 30 15 0 15 30 60 - - - - ° cJ A BOLLARDS, Le S•0' BLUE REFERENCE ~ STRIPED TYP. ,
- ° ° E v ~ AR HIT TRA S n , C ECU L ~RCHITECTURAL o 8,p' HC SIGN,
- - "I ° DRAWINGS- 7. SITE BOUNDARY TOPOGRAPHY UTILITY AND ROAD INFORMATION _ g , 39 - ° 0, ° Q 3 s DRAWINGS ~"'"r of SEE DETAIL ° ~ 3 1 NbA SHEET C-1.1 N W R O r ~
TAKEN FROM PESTERFIELD P. A, OF ASHEVILLE, N.C. SCAL IN - ~ ' o aye _ ° a ~ sp
16 a~ QO 8. TOTAL LAND AREA IS 4,36 ACRES. - ' ro a 26 Y YIELD TO PEDESTRIAN
. , o .3 - - 5 " - p `l SIGN, SE
9. NO WETLANDS WERE PRESENT ON TH15 SITE AS INDICATED IN THE - - ~ 6.64: - sTAiR AND o DETAIL SHEET ~ ~ C~ ~ ca L` ~ C-1.1
EVALUATION BY S&ME DATED NOVEMBER 29, 2006. - ' sTOOP, REF ° ~ ARCH. !1/'J a; a ~ RAMP ~ ~,1
' P 10. REFER TO MATTERN AND CRAIG DRAWINGS FOR OFF-SITE " 2 ~ - ~ P App X bA~ ~ ~ ~
~ A i - EXPOSED IMPROVEMENTS, - ~ ~
~ TYPE B FOUNDATION - - ~ 10 ~ _ BOLLARDS ~ ~ WALL o
11, REFER TO EP-1.0 FOR SITE LIGHTING. ~ ~ ; , D, j o YIELD TO 8'0~ RAMP ' ~ H ~ ~
' ; , 1 0 PEDESTRIAN SIGN, DOWN PLANTER ' ~ ~ ~ S E DETAIL SHEET PARKING ° IN WALK Q ~ ~
12. SEE SHEET C-1.1 FOR SITE DETAILS ~ - ' - I ' ~ ~ ~ ti REFERENCE ARCHITECTURAL W ~ a~ f ~ a _1, BUM PERS, N ~ SIDEWALK ~ ~
0 DRAWINGS FOR FRONT 13. BIKE RACKS SHALL BE SONANCE SN05-7 FIVE LOOP 7 CAPACITY I - - - ~ 'o CONNECTION ~ ~~Y, NtY ~ h~ I"'~
Y Y T RI IGNS 3 R UIRED. ~ SIDEWALK DETAIL. AS MANUFACTURED B KE S ONE DGE DES EO - a 1 ' ANC ' W ~ ~
COLOR & LOCATION BY OWNER, DIRECT EMBEDMENT. " ' ~ "
- 1, ~ ~ ~ Q ~ ~
' = 'TYPE B GREENWAY - BOLLARDS BIKE RACKS, LOCA ION ' I .r W I--I ~
- - EASEMENT & V ~ - - ( ~ j ~ ~ rte' ~ 1 AND COLOR DETERMINED
~ ACCESS - ~ , ~ T #2 DATA TABLE r ~ = W l,0 ~ 30 BY OWNER LANDSCAPE DIAMOND ~3 9~S ~ ~ ~ W ~ ~ ~ ~
\ o~_- e 1 PLANTER, 5'x5' INSIDE 9.0~ ~ 0 H W H
AREA PARKING PARKING PARKING ' i ~ RE UIRED PROPERTY LINE AND \ _B_ - ~ °co ' PARCEL ACRES t BUILDING SF Q PROVIDED RATIO CENTERLINE OF 2"~ - - no DIMENSION, SEE b TYp• f ' I ~ i ~ I-~ ~ ~ U~ DETAIL SHEET C-1.1
o ~ RICHLAND CREEK ' ' - ' ' PARKING , o ~ ~ ~ ~
~ COMMERCIAL 1 - 30,399 213 161 5.30 ~ - BUMPER ~ W ~ ( ~ ~~y ~
s ~ TROUT - ` ~ ~ YIELD SIGN, ~ ~ BUFFER & ' ~ ' 00 N SEE DETAIL SIGN, `~0~, 30 N ~ I ; ~ ~ w W EfAI ~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~
° r TOTAL 4.36 30,399 213 161 5.30 GREENWAY " " ` Rg. ~ SHEET C-1.1 z m
EASEMENT , ' Y a PARKING REQUIRED 7 PER 1000SF BB " 1 ~ ~ ~ ~
o ~ ) ©M RETAINING _ - RET m WALL #1 ~ ' h~ RETAINING WALL ce 2g' I
~t - ° ~i - ~ 1 STORMWATER ~ ~ YON 1
m 1 ADDED WALL SKETCH / - . ~ O ~ 51 MAINTENANCE ' l
° SKETCH FOR BIDDING PURP05ES ONLY, RETAINING WALL i "Y ' " ~ \ EASEMENT ~ ;I W
~ CONTRACTOR Tp SUBMIT SIGNED AND SEALED # / - ~ °ca 0 cv SHOP DRAWINGS OF ACTUAL DESIGN TO ENGINEER SCALE 1" = 5' Oft HIGH DECORATIVE FENCE BY ~ , - _ 0 o i ' ~'r
~ PRI R T N TR TI N. AMERISTAR, NO GREATER THAN 4" 0 0 CO S UC 0 ~ I ~
GAPS AT ANY LOCATION. LOCATE ON O ; - ° - ~ TOP OF WALL OR BEHIND W/IN 1FT, - 3o SYSL/4" i0 ~ ~
PR VI 1 IA EVE IF L ATE a O 0 DE 2 D SLE S OC D O
~ O IN WALL RE-INFORCEMENT, Q O " - UTI EA MEN S- o rn TI EA MEN Sz PROP LINE ~
o ° ~ ° o o ~ o ° + + ~ o ~ TII TILT EAS ENT ' ~ ` ~
O O O Q N + O - - - - ~ + ~ ~ O _ O O 0 } O O + ~ O iLITY ~ I' ~
O O O + O ° + t00 U O = - _ _ EA MEN ~oA t ~ s ~i - _ ~ ~
,I, } O D + O O 8' WIDE X 40' - s
i °o ° 63 LONG WOOD CHIP ' ~ I ~ 0 27 70 2 62. TRAIL HEADER -_-^t' ISSUED FOR: DATE: BY: f/3
° 62. 2, ~ ACCESS _ s T__ ~ - APP, COMM, 08/15/07 CJC ~ AGCESS TO GREENWAY WALK ~A REVIEW 10/31/07 CJC
N 7 1 8 27 1.38 - 0 2760. 2760J2 - - - - APP. COMM. 01/18/08 CJC ~
w 2760.06 a REVIEW 03/25/08 CJC
~ 2759.4 ` ~ - ~ B ~ I ENG REVIEW 07~~0/08 CJC ~
r ~ t
a O _ - N O O HYATT_CREE{~ ROAD ~ I ~ ~
c U') w JOB NO. U
o + I w 0 o of + o - N. C. S. R. 1 164 _ CDW200901 E ~ a
0 ~ o a ° o o BOTTOM ELEV. 2759.07 - o
Q Y BOTTOM ELEV. 2758.41 (TOP OF LEVELING PAD) _ SHEET u
o BOTTOM ELEV. 2757.75 (TOP OF LEVELING PAD) a 1-(TOP OF LEVELING PAD) GROUND AT BOTTOM OF WALL - mg
/ J C-
oa ry i -TT ® Q
U

CONCRETE SHALL NAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,500 PSI B
30" UUU
UUU m 6" p
1 ADDED SIGN DETAIL NOTE: PROVIDE 1/2" EXPANSION (TYPICAL)
JOINT BETWEEN SIDEWALK - ~ I ~ W I-
_ AND ALL FIXED OBJECTS I A O z
A R~_2 0
1/2" RADIUS TOOLED JOINT OR s s „ 0 2, ' - z
B 5 R PLAN VIEW 1" DEEP SAWED JOINT (TYP.) YIELD SIGN 2.5'R Q z
SEE SITE PLAN N.T.S. z 0
1/4" THICKNESS PREMOLDEp EXPANSION JOINT FILLER SPACED ~ 30' 0, C MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK SLOPE 1/4" /FT. a
2 MAX. (TYP) ~ z
5.0' 5.0' S.0' 2 5.0 5.0' 5.0' 5.0' (TYP) 1 o Q
r- /2 R ~ W ~ 6.5' ~ ~
~ d ~ , a (TYP) a ~ ~ ri b d'. o (n ~ U
00 0000000 0 _ 0000 0~0 ~02~P 6" N Z ~ L W
4 PC CONCRETE ACCESSfBLE NOTE: (TYP) 4„ TYP ;ESSfBLE PARKING SYMBOL ~ Q ~ ~ ~ ~ W
REINFORCEMENT WILL BE RAMP SIDEWALK HERE, IF NECESSARY, LOCATE AT EDGE oJo :ATE AT EDGE OF PARKING SPACE UNLESS 24„ U O U
No. 3 BARS 24" O.C. 4" AGGREGATE BASE (TYP) TO STAY WITHIN THE DESIRABLE SLOPE ACCOMPANIED BY SECTION A-A EACH WAY MAX. SPACING, OR COURSE COMPACTED TO LIMITS ~OMPANIED BY "VAN" LETTERING m
90% STD. PROCTOR TYP SECTION B-B 6x6-W1.4XW1.4WWF ( ) WHITE LEGEND RED BACKGROUND ~ OUj W d" W ~
NOTES: R ~ - ~ ~ Q ~
CONCRETE SIDEWALK 1, BOTH 51GNS SHALL BE IN ACCORDANCE WITH THE LATEST W ~ z
N.T.S. MUTCD EDITION, WARNING SIGNS W11-2 (TOP) & W16-7P "STOP" SIGN U U o
YBQL OW GREEN BACKGROUNDEND ON A FLUORESCENT N.T.S. z Z ~
EJIW 8667 WITH EJIW 868210 ANGLE FRAME FLUSH ADA GRATE SIDEWALK ROLLED 24" DEEP
(MATCH SEAT HEIGHT), CURB DETECTABLE "PEDESTRIAN CROSSING" SIGN W
WARNING N~t~ F- N.T.S. N o N Q THIS SIGN TYPICAL AT - t~
RAMP (SEE DETAIL) ° ° ° CURB, SEE 6" ALL VAN ACCESSIBLE VAN 12" X 6" 0 0 0
ad CANOE ISLAND - PARKING SPADES ACCESSIBLE 3 ~
6.0' 6.0' DETAIL THIS ROLLED i/2° NELSON STUD ~ SHEET, CURB 1" RESERVED N ~ ~
WELDED TD FRAME Q ° 1/2"R. THIS SIGN TYPICAL AT PARKING ~
o ~ a ' i ALL VAN ACCESSIBLE
PROPOSED PARKING SPACES R7-8
1 J 90.0°' d ~ ° n 1 ' GRADE ~ a g
a ~ ~ d ° m
° a 0 0
ROL~.ED CURB RAMP tO #4 REBAR PENALTY SIGN WITH WORDING A5 REQUIRED BY STATE OR o
TYPE E CURB, ~ ~ ' . , ~ ~ TYP. I ----,1 ~ „ 50~ TO 65~ CONTINUOUS PER LOCAL CODE 12" X 9" `0
~ ' L,-- N 1 .6 -2.4 -y-- OF THE BASE 65% (TYP.) BASE ~ c.
l-- I To a PROPOSED ~
TREE D ~ ,--1 I I-l ~ ~ ~~-III,-- ~ N D AMOND DETAIL SUBBASE
o SCALE: 1"=5 ®®®®®®®m®®®®®®®®®®® ACCESSIBLE PARKING SIGN ~
0 °0 0° °0 0000000000000000000 TREE GRATE INSTALLATI °®®®m®®®®®®®m®®®®®® N.T.S. m
ON DETAIL o 0 0 0 T 000®00®®®®®®®®®®®® PE E VERTICAL CURB DETAIL
00 0 0 0 ~ z 0000000000000000®00 ~ 0000000000000000000 N N.T.S. vAN
0° 0° 00 0° p ~ 0000000000000000000 „ m®®®®®®®®®®m®®®®®®® 0.9 TO CCESSIBLE
CONCRETE SHALL HAVE A MINIMUM 28 DAY ®®0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.4
COMPRESSIVE STRENGTH OF 3,500 PSI RESERVED
0.65" DOME SECTION PAR NG
MIN. AS SHOWN ON PLANS BACK OF CURB NOTE: GUTTER SLOPE TO MATCH z
~ DOME SPACING DOME ALIGNMENT 6>,x6>, _ o ADJACENT PAVEMENT, a . FACE OF CURB TRAVERSE AND LONGITUDINAL. v °w
-f-----e? ~ o m
~ W1.4xW1.4 ~ DETECTABLE WARNING 1/2" MIN. RADIUS ~ w rn
WIRE MESH ASPHALT 1" MAX. RADIUS SIGNAGE OTHER THAN o z 1 ACCESSIBLE ~ ~
1" SURFACE ~ z-z x-z-z-z-z-z z-z- 6,. P.C. CONCRETE (PED X1NG, STOP, ETC.) a o o ~ 11" MIN. z ~ ~ ~
17" MAX. / ~ ~ N rn ~
t2" RAMP SIDEWALK HERE, IF NECESSARY, :,,;..,r::r~~~ TO STAY WITHIN THE DESIRABLE SLOPE CONTRACTOR TO PROVIDE o ~ ~ p ~i
~ LIMITS ~ 't' BIKE RACK PRIME COAT AND TACK Q ~ ~ m ~ ~ m • 6 COAT TO FACE OF CURB ~ w ~ ~ m Nro ~
n' y2" EXPANSION 12" ~ „ 3 12" 12„ ~ ~ ~ ~ ; WHERE CURB CONTACTS o z ° r 00
JOINT 12" ASPHALT. 2" SQUARE GALVANIZED z z ~ a" ~ ~ g„
~ 4'~ A SLOPE CONCRETE AWAY GG. BASE FR M I 24" DEEP SIGN POST SET iN 6" ' ~ PIPE BOLLARD, PAINT NOTE: THE MIN. HEIGHT
CONCRETE WALK, 0 B KE RACK DETECTABLE #4 REBAR SEE DETAIL 18". MIN. YELLUW, FILL WITH OF THE BOTTOM OF THE 24" MAX: GROUT _ LOWEST SIGN SHALL BE
WARNING ,,1 „ 1/2" MIN. RADIU ASPHALTIC CONCRETE PAVING z 7'-0".
6 a (SEE DETAIL) ~ /2 MIN SIDEWALK ;1 MAX. a ;1" MAX; RADIU~~j\\/\\/~\/~\\/~\/\\/\\/\\// SEE PAVING DETAILS FOR ~
PAVEMENT SECTIONS, USE 6° PIPE BOLLARD a v
CN 0 CRETE WALK W THICKENED ED GE , RAMP, 12:1 MAX, SUBBASE, SUBGRADE AND FILLED W/ CONCRETE
NO SCALE jt-~~ ~ ,il %111%~ ~ ~1'~i%'~ --111%--~~ _ T~ -~~1 1,1 ,1~=.11 ,1-~ 1„111 ~ X111- TYPE "A" CONCRETE COMPACTION REQUIREMENTS. AND PAINTED TRAFFIC ~ YELLBW ~
111 , 111-1 111- ~ ~ - i11 ~~111 i11,~ CURB AND GUTTER
11 111~,1~ 11%; , , ~ 111; SIDE FLARES 15" ~11"-11~_ E 12:1 MAX. CURB AND GUTTER NI N.T.S. d °
111,;- MBED 10', PER AND GUTTER NOTES: ~
MANUFACTURER RECOMMENDATIONS , p~~~ A. PROVIDE #6x18" I SLOPE TOP SEE BREAK AWAY CHANNEL OVIDE #6x18" LONG, SMOOTH DOWELS AT ALL EXPANSION JOINTS OF CONCRETE POST WHEN PIPE BOLLARD H
5 ~ B. 3I4" EXPANSION J BIKE RACK FOOTING ~oR o ' EXPANSION JOINTS WITH BITUMINOUS SEALANT AT 30' MAXIMUM INTERVALS, AT ALL IS NOT REQUIRED. BOLLARD ~
Z~ ~ S RADII AND AT DRAT N.T.S. ~ P C. CONCRETE SHALL Dil AND AT DRAINAGE STRUCTURES GROUND/PAVING REQUIRED IN TRAFFIC AREAS, ~ INCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,500 PSI NOT IN GRASS ISLANDS.
LPG D. LIGHT BROOM FIND BHT BROOM FINISH ON ALL SURFACES, ALL RADII TO BE TRUE ARCS SURFACE a ,
3.0` HMA WEARING COURSE, ~0 P E. PR VI 0 DE (2) ~4 B NCDDT S-9SB X10 F. PROVIDE (2) 6x2' 'OVIDE (2) ~4 BARS, 10'-0" LONG, CENTERED OVER ALL TRENCH CROSSINGS ~ ~ ~
2 I ~ COURSES + PGC SURFACE COURSE 6.5 'OVIDE (2) 6x2'-6" LONG BARS TD CONNECT EXISTING AND NEW CURBS 3500 PS.I, a ~ W o ~ ~
P.C. CONCRETE e ° ' ~ a ~
AGGREGATE BASE 4.0" GRAVEL BASE COURSE COURSE, NCDDT CLASS 1 NCDDT CLASS 1 SID E o• „
FLARE RAMP - 7,Oa HD „ ~
~ „ a
12 P.C. NON-REINF. CONC, 3" ~ ~
~ ° SEE CURB AND GUTTER TREE GRATE WHERE CALLED ~ H ~ ~ W
Q DETAIL z I U FOR ON PLAN, SEE DETAIL THIS SHEET, r ~ ~ a ~ Q g O~ {OMIT CONCRETE & PLACE TREE GRATE) W
o } \ CONTRACTOR TG PROVIDE ~ ~ \ \ \ r\/\/\/\/\/\/\/\/\/\ \ \ \ \ \ \ \ PRIME COAT AND TACK Q- / / / / \ \ \ COAT / / / / / / TO FACE OF CURB 6' 1/2" MIN. RADIUS ~ W ~ W ~
r\ r\ r\~r\\r\\r\\r\\r\~r\\r\\r, r\\r\ WHERE CURB CaNTACTS 5 i 1" MAX, RADIUS ~ ~
~ o ASPHALT, o~- COMPACTED SUBGRA o °d - z m DE CGMPACTED SUBGRADE Q p 4„ .,a a 1 GROUND SURFACE
o. 4 a. Y~ ~ a e 1„ o o ~
o°a STANDARD DUTY ASPHALT PAVING p a 4 w o
ma s. d. d- ~ a . o P,C, CONCRETE a q° a 2 1 ~2 ~ a a a + 1 ~2„ ~ ~ ~
w p, EXPANSIO ~ 1.5" HMA WEARING COURSE, 6„ EXPANSION JOINT, PROVIDE
° NCDDT S 9,58 I SCH. 40 STEEL PIPE 2 EXPAN o RETAINING WALL FILLED W/ CONC. ~2' EXPANSION MATERIAL ~ ,S
~ 2.5" HMA BINDER WITH TOP ROUNDED. PARTIAL ELEVATION! ~
N ~ COURSE, NCDDT I-19,0 ~ 8,5a AGGREGATE BITUMINOUS WEDGE 2" W
BASE COURSE, 2'-0" ~ ASPHALTIC CONCRETE PAVING V
° k NCDDT CLASS 1 HIGH BY 4" WIDE. ~ CANOE PAVEMENT OR CANOE ISLAND DETAIL sEE PAVING DETAILS FoR PAVEMENT SECTIONS, SUBBASE,
a ,4 FINISHED GRADE J W 12 - WADE T R i M SUBGRADE AND COMPACTION
' P.C.CONC. 4 ~ , REQUIREMENTS. N.T.S.
~\r\//\\j //~//~~/i o
i ~ rj/ ° •a' 3" COVER °p ~ ~ o ~\j . ~ ~ OVER FOOTING 5/16° 0 STANDARD U Z
\ \ \ \ \ /i~ /i, /i~ /i~ /i~ /i ~ \ \ \ \ o ~ / / / / / FILL POST w CON R GALVANIZED DR ZINC FACE OF CURB OR EDGE OF PAVEMENT PLATED SQUARE DR HEX, w
~ ~ / / m z / C ETE ~ i Q - HEAD MACHINE BOLT WITH ~
. z CURB, SIDEWALK N COMPACTED SUBGRADE ~ w 4,000 PSI P.C. < NUT. PLAN VIEW
o ~ ~ CONCRETE MINIMUM OR RAMP i HEAVY DUTY ASPHALT PAVING 4-7% AIR ENTRAINMENT ISSUED FOR: DATE: BY: ti7 BUMPER BREAK AWAY ~;HANNEL POST APP. coMM. 08/15/07 cJC z
o ' ~ (TYP.) ~ -
U BIT. PAVING . • ; ' ' • ~ ~ 2 ~ PAVEMENT OR N.1s. APP~ECOMM. 0/38/08 CJC Q CONCRETE REVIEW 03/25/08 CJC ~
PAVING DET ADJACENT ,~/a AILS a , aq a o ACCESSIBILITY PARKING SIGN NOTES PC 07/03/08 CJC
PAVING NOTES: N.T.s. TO SRW WALL DETAI '\~\~\r` r~r` L uNi ~ NOTE: , - A, SPECIFIC CODE SHOULD BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. ENG REVIEW 07/10/08 CJC ~ a o
_ N.T.S. 1'-s" - ° .
1 65 A 5UbUHADE COMPACTION: (95% MODIFIED PROCTOR). 3 z ALL PIPES SHALL BE PAINTED TRAFFIC 1 ni cn~,n h0.,l.C~~ItlLt ~rwct. Ott 511E IMPROVEMENT PLAN FOR F-- o LOCATION. o
~ 00 00 B. BASE COURSE TO CONFORM TO NORTH CAROLINA DOT STANDARDS FOR BASE COURSE COMPACTED TO ADDED DETAIL YELLOW ON LOT, p O O C~ LLJ v o 0 0 (D0 100% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY. J~ C7 C~ C~ C~ C~ O C. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL J 0 0 0 0 0 0 0 0 0 0 0 o HIGHWAY ADMINISTRATIONS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", JOB N0.
zY y2" . C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM REQUIREMENTS PROVIDE N EXP. JE MATERIAL AROUND LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH
Q ~ OF THE CURRENT NORTH CAROLINA DOT STANDARDS AND SPECIFICATIONS MANUAL. PIPE WHEN INSTALLED IN RIGID PAVEMENT. o D. BACKFILL MATERIAL SHALL MEET NCDOT SPECIFICATIONS WITH REGARD TO MATERIAL AND COMPACTION. MANUFACTURER'S INSTRUCTIONS. C ® 200901 E o
U ~I E. COMPACTION OF BACKFILL, EMBANKMENT, SUB-BASE AND AGGREGATE BASE
SPECIFICATIONS. SHALL BE 95% PER PIPE BOLLARD-TYPE B PARKIN( 0 n NT PARKING DUMPER PLACEMENT SHEET
N.T.S. SITE SIGN BASE DETAIL c- 1 . 1
N.T.S. o
0

U U U
UUUm
SITE GRADING NOTES W 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE °
FINISHED PAD ELEVATION 1 STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. z
CRUSHED STONE, ASTM D-448, z
No. 10 WITH 6-12% PASSING e 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON
THE No. 200 SIEVE 0 0 0 0 0 0 0 o C THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. ~
v THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY °
CRUSHED STONE, NCDOT SIZE No, 57 OR 67 COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE ~
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN J z ON THE PLANS. Q °
~ ~ ~ d G SUBGRADE, COMPACTED TO 98% ~ ~ w
/ ~ ~ ~ ~ ~ ~ ~ ~ ~ / MODIFIED PROCTAR 3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. ° ~
~ ~ ~ ~
. /i~ /i~ 4. EXISTING GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS. w ° ~ o
30' i 5 0' 15' 30' 60' G Q~
FOUNDATION PAD DETAIL 5. PROPOSED GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS. o m o
N.T.S. SCALE IN FEET E 6. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. ~
PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. ~ w
~w ~Q~
7. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. W z
° ~
E 8. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. z = ~
9. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS, IF CONTRACTOR DOES NOT ACCEPT EXISTING W
TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A N ~ ~
II z v ~ f REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. o
11 SYD CL B RIP-RAP ~ ~ : ~ 000
\ 1 10. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SMALL APPLY
i ~ ~ ~ ~ STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH ~ N ~ w GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. ~
~ ~ _
FOR DETAIL OF STORM h~ ~ % ~ " 1 11. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.
WATER SAND FILTER, .35 ~ I ~ k~ ~V SEE SHEET C-2.1 ; EX 2159 \ ~ /
58.8 ~ ~ ~ 1 Ex 27 s~ 1~ ~ ~ f u,~ ~.~t~t, l ~ 12. CONTOURS ARE FOR INFORMATION ONLY, USE SPOT GRADES FOR CONSTRUCTION, g
N ~
t .96 ~ ~ ~ ~ 1 I \ 13. CONTRACTOR IS TO CONTACT ENGINEER IMMEDIATELY UPON DISCOVERING ANY SLOPE GREATER THAN 3% IN PAVEMENT AND WALK AREAS. o
2759A2 I' ~j S ~ ~ ~
Ir gw 2757 ® 9 ~ ~ p i o -~A ~ ~ i ~ 0
i i ~ ~ ~ l,! ~r r ~ i ~ ,_y CAP AS PROVIDED BY STONE MANUFACTURER, ~
2759 ~ ~ . i ~ ~ v ~ ~ ~ ~ SET IN MORTAR, MIN 1", MAX 3" OVERHANG - o
o R CULTURED STONE, STONE AND JOINTS W
TO MATCH BEST BUY BUILDING, ON ALL a
~ ~ ° ~ ~ ~ EXPOSED CONCRETE. m
y~ / ~ ~ ~ 2 \ ~ ~S 09~z ~ ~j r ~ i MORTAR JOINT
8 S ~ ~
~h , N ( ~ \ 9 ~ MORTAR SETTING BED
I ~ o 0 2>5 ~ ~ .
RETAINING WALL WITH \ ~ V ~ ~ PARKING LOT SIDE CONCRETE WALL
8' SCREEN FENCE ~ V ~ A\ ° ~ ~ ' l~ I ~ ~ ~ ~ I ~ O~ r0 z
A80VE WALL ~ I o S ro~• '1 ~ / /
~ `v ~ ~ ~1 '1~ ' ~ ~ \y ~ ~ / ti ~ ~ i 2" CONDUIT FOR ELECTRICAL TO o „ FOUNTAIN, REF C-3.0 FOR LOCATION. j ° ~
~ 0 t .,-._.-eB~ A ao H m
F- ~ 3 za ~
y ~ ' ~ BEST Y o w ~ A;.. - ° Q ~ m
,y ~ 276i.9D 3 0 s o z9 yy, ~ GRADE ~ 2760.25 v > ~ o
a ~ ~ v > q X63. z v y 275100 9 2 'CN ~ ~Uroui
~ ~ ° S _ 625Q F SH WQ.' V 61 s a c`~s - ~ ~ y ~ 27 p ~ ~ p ~ ' NT \ _ ao co E 1 J Q,Zaw ~
i c- ~ r o 642 1 \ ti o , oo ~`e'° ~ 163'5 \ . POND RETAINING WALL VENEER DETAIL POND >W as~~ 3
TROUT BUFFER ~ 6 ~l,l >n 3O ~ OOO ~ AND GREENWAY EASEMENT ~ ~ ~ ~ ° FLUSH ~ ~ ~ NO SCALE ~ J o ~ ~
0~ ~ ~ LINER NQC6~
~ - ~ I ~~o
FFE= 7~3:3:Q0- ~5~ - I ~ ~ - _
7.3 o ~ z 6 • ~ ~ 61 ~ ° -6 - - ~ " \ G ~ ~ PLACE TOPSOIL OVER COVER. ~ .
t ~ ~ 6~ A 9. CO C ETE CONCRETE ~ \ \

. - X62' ~ 1 ~8" X 2" BUTYL ° S ~ 2~ TAPE CAULK - X 2" BUTYL Zi~2 TAPE CAULK ~ ~ L ~ .
L - i z~~
~ ~ ~ ~ ~ ~ 6~' ELEVATION 2760.25 ~ ` ~ 12" MIN. ION 2760.25 ~ C~,fj ~ ~ '
_ ~ _ ~ ~ $ 0 ~ 16 . 2 ELEV. 2760.25 MIN. ~ 12" MIN. CLEAN
6~' ~ ~ i ~ ~ 0 FASTENER SUBMIT CUT SHEET iMIT CUT SHEET ~ ~ SAND, NO ROCKS
~ TO ENGINEER FOR APPROVAL 3:1 SLOPE FROM BUILDING ~ ~Oq ~ - ~ ~t1 ~ ' I ~ 1 A~ FOR APPROVAL GREATER THAN ~ . \ ~
DOWN TO TROUT BUFFERMENT ~ ~ ~ } ~ ~A ~ % ~j .c. ~ ~ I ~ C 1~,. PVC LINER /r~^ ~
~ l f 3 ' r" - 0 vti ~ ~ ~ ~ ~ y WASHER ~ z ~ ^ F-1 WASHER . . ~ \ ~ s~ ~ Qj~ E-~
~ ~ ~ ~ ~ ~ ~ 9 I,.,
i 9 " >7a
a ti~5~ ~ ~ 62'$~ ~ ~ ~ -
n~ 2 ~ ~ ~ 1~8" X 2" ALUMINUM BATTEN ti~~' 2 ~ ~ 62.3 ( ~ ~ l/ INUM BATTEN ~
- 0 ~ 0 2 ~ 7 ~ 30 MIL PVC GEOMEMBRANE LINER BRANE LINER ~ ~ 4" MIN. CLEAN ~ ~ ~ ~ ~ ~ ~ SAND, NO ROCKS ~ Q'
36 ~ jl~f ` , Z76 ~ ~ ~ , ~f,~ 5N i ~ r l \ ~ GREATER THAN z'. F,,,~ ~ ~.J o
~ ' 50 1 ~`~i 6~• 1`~ COMPACT AND
f~ ~ 21 N , w i ~ ' ~ SMOOTH SURFACE ANCHOR TRENCH 6" MIN. w ~ ~ ~
~ .6 3 W ~ 62 ~ o BEFORE PLACING rte,, ~ L \ LINER, rr, ry~~ O Q W W
J 1 I 1 \ TW 27 3 ~ 62 2 ~ 3 Q j ; ` RETAINING WALL ,40 s % ' ' ~
v ~ ~ ` I BW 759 1 g I ~ 2~ 6 J \ ti p W W ~ NOTE: ENTIRE POND TO BE LINED ~ ~
9 0 S ~ ~ 1 ~ ~ ~ ANCHOR TRENCH DETAIL FOR LINER W~30 MILL PVC Q ~ Q a ~
o ~ ' ~ o ~ ~c' r ~ 6~ ~ 216 i~ Q~ ~ ~ ~h 2, s ~ LINES LINER DETAIL FOR ATTACHING LINER NO SCALE O ~ ~,a W
~ S l ~ ~ ~ ~ N r ~ 27 1 TO CONCRETE WALL W
\ ~ ~ m 1 76 13 i'' 0 `l i' ~ ~ NO SCALE
Y~ ~ ~ 1 ~ REi'AINING R~ i~% i' l; ;
~ ~ ~ ~ pc ~ , ~ a WALL ~ 6~ ~6ti~ ~ / / ~ o ~ I ~ ~ s~ ~ 2 W ~ ~i
m ~ ~ ~ ~ ~ 6 / ~ ~ 12 SYD CL 8 RIP-RAP ~3• ~ a rri ~ ~ "'s 2j , ) ~ ~ ~ ~
~ /I / ~ ~ I ~9Q~ ~ ELIMINATED HANDRAIL DETAIL Q
s
~ ~ `'S~ I 275 ~ ~ ~ `l
N 1 ~ S ~ i l 1 ~ ~ i~ ~ ~ ~ 0 i ~ ~ l ~ ~n ~ ~ f~~ ~ ~ / ~ ~
6' ~ I ! ~ - ~il o _ r~ ~ ~ ~ 275 b' u' r'_y ~ ~ ~ f ~ ~ LEGEND
5 try ~ .l I I PROPOSED DROP CURB ?
1, ~ _ ~ ~ . , ~ ; l i i I J ~ , ~ ~ ` _ ~ 2.50 - ~ 'O { r ~ ~ / ! tih 1 / ti1~~ U
` S it ~ , ~ ~ ~ i o _ J w ~ ~ l I 1~` 1 11, / PROPOSED SPOT ~
I ~ ~ ~ ~ EXISiI - _ ~ N ! 2
~ v~ ~ - = 82.42 ~ ~ ii) Ico I , ~'°FOR DETAIL OF STORM ~ _ ~ _ . ''~J r~ ~ ! ~~°i. J J
~ ~ ~ , WATER WET POND _ - ~ ~ A~/% ~ / ~ ~I~°, II PROPOSED TOP OF CURB ti~`'o~w~o
~ SEE SHEET C-2.1 ~ ' ~ ~ 1 a _ PROPOSED GUTTER ti~ ISSUED FOR: DATE: BY: cn APP. COMM. 08/15/07 CJC ~
PROPOSED SLOPE 3.2 ~ REVIEW 10/31/07 CJC
APP. COMM. 01/18/08 CJC 4 REVIEW 03/25/08 CJC.->
~ _ > y ~ ~ 09~ Z--_______ j ~T PROPOSED MAJOR CONTOUR - ~-7~~ PG D7/D3/08 CJC N
ENG REVIEW D7/10/08 CJC ~
J \ r--"~ ~ ~ \ PROPOSED MINOR CONTOUR
n
EXISTING MAJOR CONTOUR Joe No.
00 00
~N I J w~ ' 2 ADDED GRADING DETA o2s EXISTING MINOR CONTOUR - CDW200901 E a RADING DETAIL o
2
COMPACTOR PAD GRAS PROPOSED RETAINING WALL SHEET U PAD GRADING DETAIL
SCALE: 110' SCALE: 110' 2 s ~o
IL I 0
Q

UUU
UUUm
2d' 10' 0' 10' 20' 40'
1 MODIFIED POND AND CHANGED INFILTRATION BASIN TO INFILTRATION TRENCH -RENCH w 2' MIN.
N z
SCALE IN FEET O TOP ELELVATION PER ROCK WEIR TABLE z
TOP OF POND WATER QUALITY VOLUME CLASS 1 OR B RIPRAP Q
ELEV. 2762.50 ELEV. 2761.50 2765 z
2765 ~J ~
RI I OUTLET SEE I 5 0 FCE DETAIL THIS SHEET. MIN• OVERFL W PERMANENT POND ROC WEIR FOREBAY !AY ~ O - X04, ~ ~a ~ POND ~
I .2 62.00 ELEV. 2760.25 RETAINING WALL, SEE v
I ~ ' - - - STRUCTURAL PLANS ~ iilli7iii ~77i i aT-i~ r' ii TTT ~i .~ii~ T ~ viii ~~1,~''~ a i i ~ ~ a BOTTOM ELELVATION PER Q ~ j ~ C7~ ~ ROCK WEIR TABLE w ~
i ~ i/2 % % ~ ~ ' 1~%/,~ , / / . / ST i ~i „ / i i . ~ /////ii,/ ~ ice! / _ - , r, 2760 00 ~ ~
~ ~ 2760 ~ ; 10' OF 10% ` DEPTH OF ~ r " F- ~
I ~ - ~ - ~ O ~ SLOP S CENTERED % ~ CO ~ _ ' ~ FOREBAY VARIES, ~ BOTTOM OF POND z ~ w w
/ ~ 3 ~ a s SEE PLANS ~O ~ ~ ~ ~ ~
III-III i~lll III=111~III,~IIII~IIIIIIIIII~IIIi III III=III=III,=,~I111~11-- ~ m °U~
N ~ - I I H I l-~ - _ 2755 II1-III- ' ° ~ w
~ ~ ` ~ ~ 2755 ~ I=~ I h EARTH WORK PER PLAN d- ~ ~
TEST PiT LOCATION I r~ ~ ~ - - ~=III=-TI=111-1~=1111-1~'- SECTION VIEW 1~~~1111~111-X11=...-~u_I~ ~ Q ~
/ S ~ WATER CLEAN OUT EDIMENT AT CLEAN OUT SE IMENT I ~ ~ ~ ~ BOTTOM OF POND OUT SE IMENT AT w~nz
~ I ELEV. 2754.00 ELEV. 2755.00 0 ` ~ ?755.00 0 U U ~
C s sT 2750 ROCK WEIR TABLE z ~ ~
~ `~S ~ 2750 2+00 0 o a
~ 2 ~ 0+00 S~ ~S6 ~ STORM TOP OF BOTTOM OF BOTTOM OF ~ ~ ~ ~
~ _ WET DETENTION BASIN -SECTION A WATER TOP OF BASIN N o N
s ~ J S HORIZ. 2j 2~s~ SCALE 1 = 20 FACILITY WEIR POND/BED FOREBAY o
EMERGENCY ~ 60 SCALE 1" = 5' VERT, OVERFLOW 2 ~ WET DETENTION ° ° ° BASIN 2761.00 2754.00 2754.00 2762.50
758 5q ~6 r~ cv W
S~ 255 ROCK WEIR DETAIL
~ 275 7 X56
~ 2770 2770 2770 2770 _ ` 27 258 2770 NOT TO SCALE ~
6 ~ 50 2 ~5g. ~ 5 2
~a S 2~6 X59 I WALK RETAINING _ .25 RETAINING WALL, S DE RETAINING WALL, o
`'l\~ ~ _ _ S SIDEWALK REFERENCE REFERENC REFERENCE s STRUCUTRAL PLANS p
STRUCUTRAL PLANS STRUCUTR F - 2762.50
2765 2765 2765 2765 2765 ro DISTANCE 2 ~ ~
ELEV. A o
Y O o C w
'i . 3 / WET DETENTION BASIN op~ o A 6 n o~o~/--
760 2760 2760 2760 2 ~o I I~ 2760 L~~~ 6 0~
_ I I~ 24" STOF ~ r- 24" STORM 1 DISTANCE 1 ~ m 1
a W 10' ~ a ~0~~0 0 0
' ~ I 24" s ~ 1~/D ELEV. B O~
1'-4" THICK RETAING WALL ' a ' I ~aao 0 ~/~0~ /'~0 /~0 0 0 0~,/~0~,~~0~
a GRADE OF FINISH PARKING 2755 - - - ~ 2755 2755 ° I41 2755 a a o 2755 I~C~L7 l~-.a IO I~ ~C~~~ ~~i It-.~ 1~
_ z
_ BOTTOM OF I BOTTOM OF POND ° UW ELEV. 2754.00 A ~ ~
PVC SCREW PLUG ~ ~ ~ ELEV. 2754.C ° ~ -v ELEV. 2761.50 DISTANCE 3 ~ ~ o ~ m
2750 2750 2750 2750 2750 ~ w ~ o zz ^ v
° a a+oo 1.0' 1.. ~ Q eF~+j > ~~~~n~~n~ o ~
a o WET DETENTION BASIN - SECTION C FOREBAY - 45 ELBOW WET DETENTION BASIN SECTION B ~ Z m fO E
SCALE 1" = 20 HORIZ. T 4" STORM _ ~ SCALE 1" = 20' HORIZ. TEE IN o 2 SCALE 1 - 5 VERT. _ ~ ~ O(n mZN~
SCALE 1" = 5' VERT. J ~N ~
24" STORM PERMANENT WATER BLOCK WALL SECTION A-A 3 BLOCK WALL ) 1 ~ ~ `O 3
ELEV. 2760.25 = PER PLAN PER PLAN ° ~ N a N.T.s.
TOP OF BASIN
12" ELEV. 2757,00 2-8" PERF. PIPE ON SURFACE ° NOTE: PROVIDE AND INSTALL TOP OF SED. BASIN AT 4 POINTS. OP OF BASIN ~n
PER MANUFACTURER, BOOTS WEIR ELEV. 2756.50 ELEV. 2757.00
FOR 3 PIPE PENETRATIONS. TOP OF BASIN ° 6„ SOIL ON TOP OF LINER. ELEV. 2757.00
EXPOSED LINER. TABLE 1
~/a" DIA. ORIFICE HOLE IN CAP a`°. 1~111%,`~Il~~l~~lt'~II~ ~ LINER ON TOP 2= I~IIt%~1,1„tAi' . OF SOIL 17.5' 1 STORM WATER FACILITY ELEV. A ELEV. B DIST. ~1 DIST. #2 DIST. ~3
INV ~ 2760.25 ~111~11 11111 ~1~1, TOP OF SAND
~Ill~l~il%,1~1~ 1~ PVC LINER. LEV. 2754.50f 1~1~1-'%111 ;1111 ~ t 6„ , ~ %1 ~ , NOTE. ALL TO BE 6 PVC PIPE 3 REVISION ~3 RECONFIGURED , 1--111~,1~1~~~ , 1. t,l = ~'~1 WET DETENTION BASIN 2762.50 2762.00 12' 18' 5'
~1` ~%111'~ ~t.ll%'%~ 1;~ ~ ~ t~~~ 11~t. ,11 ~1~ 1 12.5 1 INFILTRATION BED TO SAND FILTER X11 t ~111~,111~~ y+; ~ ,1~1--~ ~ 1 11,, 1
1 A ,III%1 ~ 11~;;tt~ ~,11~~. 1 ~,;1 ORIFICE OUTLET DETAIL DDED , 11-,~11 0 Q ~11,~~
~1t~1- , t, 6., -111--,1>,~, ~ ,~1~ 6" -~~1 ,ti~~~l WET BASIN -~~1 ,1t EMERGENCY OVERFLOW DETAIL
~ ,~11~1~~ N.T.S. AR A SMOOTH 1~11~ i~1t",~` II`~% '1~~ ~%1~ %11' ,~~~--1~~ 8" PERF. PIPE. N.T.S. ~ %1
RAKE THIS E t' ~ ` t ~ 11 30mi1 PVC LINER, %11%"~~1~1!-~,ii%~1t, 1111 11~ 111'~~~I~ REMOVE ALL STONES > ~ A L SIDES OF SAND .~-~~II. 1~ 1%~" 1t~11i;AI'~. 1~ '~1~1 - ~1~~,,~11 . . ~ I ~
L ~~1~11 1~,, ,t ,11 1111. FILTER. ~1 ~t1-
4" TEE AND SOLID VERTICAL RISER LINER A N C H 0 R DETAIL FOR 9'S ~ PERFORATIONS ~ ~ ~ ~
N 2a' 10' O' 10' 20 40 PIPE WITH CAP FOR INSPECTION PORT. ASTM C33 SAND, `ELEV. 2753.00E - -,=1 W o ~ ~1
TOP OF VERTICAL RISER, CAP SAND FILTER DIRECTLY ON LINER. ELEV. 2753.0( ELEVATION 2756.75, 2 REQ'D. 3 ADDED 4" PERF. PIPE IN SOCK. a1 di a ~
SCALE IN FEET N.T.S.
77 LFT 8" PERF PIPE, PLACED ON 4" INV. ELEV. SECTION B-B VIEW TOP OF SAND @0.25%, CAP END. 2753.00 3 ~ IEW ~3 ADDED 60.0 O ~ ~ 6o.a~~ ~ ADDED
6" CLEANOUT SAND FILTER 10 LFT 6" SOLID 108 LFT 6" INV. 2752.36
PIPE @ 0.25%. SOLID PIPE @ N.T.S. PERF. PIPE DETAIL FOR ~ O ~ w
8" INV. ELEV. 2754.31 0.25%.
107.50' 10 LFT 6" SOLID SAND FILTER ~ '~~y ~ a ~
f ~ 9.5' 9.5' 17,5' _ o PIPE @ 0.25%. ~ ~ - - N.T.S. 24" FROM W O iJ SITE
w ~ 6" CLEANOUT INV. ELEV. 2752.35 ~ w
Q INV. 2752.63 - - - 0 22.5' r ~ ~ ~ ~ ~ i ~ ~
I ~ ~ - ~ 1 p p ~
° ~ ~ 1 _~r 15" DISCHARGE 'd o~~~ ~ r~~ ~ v~
a ~ BYPASS STRUCTURE ~ '~J , ~ ~ ~ TOP/RIM ELEVATION 2757.85 ~ ~ FOREBARY/ ~ ' 11 S.YD CLASS B gg~ 15" TO DISCHARGE 24" BYPASS Q ~ H.'S.j W
o~ SEDIMENT BASIN N ',,RIP-RAP SPILLWAY " P R PIP ELEVATION 2756.50 12 FROM ROOF DRAINS DRAINS ' ~
z m R 67 LFf 4 E F. E 8" INV. ELEV. 2754.50, ENDS OPEN & OVERFLOW WEIR, INV. ELEV. 2755.68 - 6" FROM SAND F TE I ~ IN SOCK @ 0.50% PR TRU LNG INTO SEDIMENT BASIN. ~ ` 0 D R N TOP. 9 ~ e--I ~
o a PLACE ON LINER OU DED I c ` SEAL PIPE LINER PENETRATIONS PER
m~ BEND & 4X6 ADAPTER 4" SOLID ELBOW, RISER / TEST PIT LOCATION INV. ELEV. 2752.65 AND CLEANOUT. CLEANOUT MANUFACTURERS RECOMMENDATIONS. Q
° CAP AT ELEVATION 2756,75 w~ I I L_ 6.00' ARCWED MORTAR & BLOCK WEIRW
~o ~ SOD PERIMETER OF BASIN, SAND FILTER -PIPING DETAIL L- -
~ STAPLE~;SOD TO EARTH. , 3 ADDED ~ I 6" FROM 24" TO POND MINIMUM OF BFT. LINEAR LENGTH SAND FILTER WITH ROUNDED TOP.
N ~ SCALE 1 = 20 I 5Fr I ~ o I ELEVATION 2755.00 5FT
2765 2765 I WIDE WEIR, FLAT WITH I o TOP F POND TO OF WEIR I I 4,. PLAN WEIR ELEV. 2761.50
w / ROUNDED EDGES. I I ~ 12" ROOF DRAINS ELEV. 2757.00 27 6.50 FOREBAY I 12" FROM ROUNDED TOP
o i I I J I I 'I I I TOP OF SAND TOP OF SAND I _ 6.00' OQ ROOF DRAINS 8
a I ' 2754.31 275 .50 I I 1 ~ I ; ' I I Z
SAND FILTER I SEDIMENT AT P F SAND FILTER I I 0~ ~0 30" LEVATION w
N SEE DETAIL THIS SHEET I ~ TO 0 2760 i 2760 SLOPE 0.25% I ~ F`~o• -_T ~ ELIMINATED TUBE ~ ~~~6h INVERT AND SIZE
I i r , ~ I 0~~`7 30" PER PLAN > ISSUED FOR: DATE: BY: t/1
~ ~ ' 8" PERF. PIPE ~ j I r I I I @ 0.25% I ~ ~ I APP. COMM. 08/15/07 CJC ~
~ ~ i SHWT o I ~I I ~ REVIEW 10/31/07 CJC ' APP. COMM. 01/18/DS CJC Q
cv ~ ~ 2752.25 a 2 REVIEW 03/25/08 CJC
~ 2755 55 9 PC 07/D3/08 CJC ENG REVIEW 07/10/08 CJC ~
a - 15 TO DISCHARGE ~ I I~ ~ 6" FROM SAND FILTER I INV. ELEV. 2752.35 I-~+--- 5FT WEIR TO FOREBAY --?I
~ ~ ~ ,::I; ; WATER INV. ELEV. 2752.35 I / f 2~ TABLE EJIW V 4$82-3 FRAME AND GRATE CAST ~
J a I ~ i 60 2751.00 INTO LID OF MANOLE (CASTING AND ~ ~ ° ~
1 V~' I I rl r\ ~ I I 4" PERF. PIE GReT~ ~I I ICH WITH T(1P (1F fdANHN Fl. / inR hin
/ @ 0.50%
~00 2750 2750 0901E ci
U / BOTTOM FOREBAY w U) I -Z O+00 BOTTOM OF SAND FILTER SLOPE AT 0.50% ELEV. 2753.00 ELEV. 2753.00 BYPASS STRUCTURE DETAIL
zY Q FOREBAY BYPASS STRUCTURE DETAIL SHEET
Of ELEV. 2752.65 BYPASS STRUCTURE DETAIL VIEW FROM FOREBA 3 ADDED SAND FILTER SECTION A SAND FILTER ~0 SAND FILTER WET BASIN 2 1
~I 3 ADDED , ~2, SCALE i = 20 HORIZ. 1 _2 3 ADDED TO APPLY STRUCTURE; #7 N.T.S.
o j SAND FILTER 3 ADDED SCALE t" = 5' VERT. 0
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1
~ N APP, COMM. 08/15/07 CJC ~ _ ! REVIEW 10/31/07 CJC
o ~ ~ APP. COMM. 01/18/08 CJC Q
o ~ ~ REVIEW 03/25/08 CJC 'S ' PC 07/03/08 CJC
U ~ \ I F- ENG REVIEW 07/10/08 CJC ~
J a
11 00
00 JOCB NO. C
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SITE UTILITY NOTES U U U
U U U m
1. 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 (n
LINE. W I-
LEGEND 3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 6" PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP 6" O Z
PVC SDR26 PER ASTM D 3034. z
DESCRIPTION EXISTING PROPOSED 4. WATER LINES SHALL BE TYPE K COPPER, ASTM B88 OR PVC, ASTM D-2241, SDR 13.5. 8" WATERMAEN TO BE D.I. AWWA C151, PRESSURE CLASS 250. Q
BUILDING ~ ~ ~ ~ ~ ~ 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 30' 15 0' 15' 30' 60' z O
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).
PROPERTY LINE 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3'-0" COVER ON ALL WATERLINES. 2 ADDED NOTED X26 & X27 8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING SCALE IN EEET J z
PROPERTY EASEMENT AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON Q o
G G BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS GAS MAIN REQUIRED TO PROVIDE A MINIMUM OF 24" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA w ° ~
OVERHEAD ELECTRIC E E C-151) (CLASS 50}.
9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. zo~w WW,~ °
UNDERGROUND ELECTRIC UE UE 10. TOPS OF EXISTING MANHOLES SHALL BE RAISED/LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED Q
UT UT PAVEMENT/GROUND ELEVATIONS. UNDERGROUND TELEPHONE 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 300D P.S.I. pJ0 U O U
STORM SEWER t2. 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. m
SEE SHEET 3.1-3.3 FOR PROFILE & DETAILS ~ w
CATCH BASIN CB CB CB 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES (TOWN OF WAYNESVILLE) WITH REGARDS TO MATERIALS AND fNSTALLATION OF THE WATER AND SEWER LINES. U W ~ Q CC
STORM MANHOLE ST ST 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN CONTRACTOR SHALL CONTACT NC w a z
ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS ONE-CALL CENTER @ ° UUa
ANITARY SEWER TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR S MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT 1-800-632-4949 FOR LOCATION OF z
SANITARY MANHOLE ~ (S FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ALL UTILITIES, AT .LEAST 72 MOURS o 0 0
PRIOR TO BEGINNING CONSTRUCTION. N ~ ~ ~
SANITARY CLEANOUT 0 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR CO UTILITY 5ERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR NON Q °
GUY ANCHOR °ca °GA TO STORE POSSESSION, 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. O O ~ O O O
~ 18. UTILITIES SHOWN AS EXISTING IN PUBLIC R/W (WATER, SEWER, STORM) AND THE ROADWAYS THEMSELVES ARE NOT i„', NEW 4' DIA STRUCTURE, CONSTRUCT GUY POLE ca CONSTRUCTED AS OF THIS DATE. OVER EXISTING 24".
P A R R MAY 5 D AT ONTRACTORS OPTION SUBMIT SHOP DRAWINGS FOR REVIEW APPROVAL. RIM = 2758.Ot 3 ~ WATER MAIN 19. REC ST ST UCTU ES BE U E C / INV = 2751.45 G~ 20. STORM PIPE SHALL BE ADS N-12, SMOOTH WALL EXCEPT FOR 6" WHICH CAN BE CORRUGATED.
21. EXISTING STRUCTURES TO BE REPAIRED AS NEEDED AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT ~i~l 42 LFT'15" STORM 02.14% FIRE HYDRANT ~ ~ ' ~
AND DEBRIS. i~~~ ~ PROVIDE CITY II ~ ~1 1 ~ ~ it I ~ ~ 8
WATER VALVE D4 ~ 22. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS s~ 3 APPROVED jl RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT 70 EXISTING pi ~ ~ TAPPING SADDLE I ~ ~ ~
POWER POLE ~ CONDITIONS OR BETTER. ~li~ V'~~ ~ ~ i & CORP VALVE ~~f~
23. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE f5 WATERTIGHT. I!I I ~ ~ ELECTRIC OUTLET ® 24. ALL STORM SEWER MANHOLES SHALL BE FLUSH WITH PAVEMENT/GRADE, AND SHALL HAVE TRAFFIC BEARING RING & ~ D a
COVERS. LIDS SHALL BE LABELED "STORM SEWER". !j,', OVERFLOW STRUCTURE ' I REMOVE WATER MAIN STUB TO
ELECTRIC MANHOLE/METER 0 EO 25. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. ®'~I,; cam. 3 C j' r 1 OUTSIDE OF BUILDING ~ w ~ U ~ FOOTPRINT, REPLACE CAP, AND ~
26. SANITARY SEWER TO BE PRESSURE TESTED WITH AIR 5 PSI FOR S MINUTES, WITHOUT LOSS. SANITARY SEWER TO BE I Gam.,` . ~ MANDREL TESTED 30 DAYS AFTER INSTALLATION WITH A 95% DIAMETER MANDREL. i;.l, + ~ G ~ ° POUR THRUST BLOCK.
27. ALL WATER MAIN TO BE HYDROSTATICALLY TESTED AFTER INSTALLATION, 200 PSI FOR 2 HOURS WITHOUT LOSS. i'' i ~ ~''G i HYDRANT I ~ ~''`~-~.G Q
REMOVE WATER MAIN STUB TO HYDRANT r ~ `~'G i -.,,e \G C~
LOCATION, INSTALL HYDRANT TEE, AND ~ r ~
A H L ~ , AI CONTINUE 8" MAIN TO BUILDING. UTILIZE ~ ~ ` '`J ~~d C8 EXISTING HYDRANT
45 DEGREE BENDS TO CHANGE a ~ ~ A IGNM NT. t ~ c
TOP OF INVERT PIPE L E ® , PIPE ~ ~ .STRUCTURE STRUCTURE INVERT PERCENT 2 ~ t `t~~ 1
PROFILE # CASTING ELEVATION LENGTH t ~ NUMBER TYPE ELEVATION !N SIZE TYPE SLOPE / t •
LEVATION OUT FEET ~ ~ E ~ ~ i WATER METER J ~ I
2 ELIMINATED PIV. ~ ~ P s D AIL 1 CATCH BASIN 2761.42 - 2757.40 - 12 ~ t i ~ IT, EE ET \`L ~
i r ATER ON SHEET C-3.2 r~ 2 W r SERVICE ~ ,
1 ~ ~ t t t r 1-2 - - 9 HDPE 0.50% t ~ ~ I ' ~
r a
tt ' ! o 1 4 7 7 2757.30 ~ r 2 CATCH BASIN 276.0 2 5 .35 12 ~ r ~ ~
f r r TORM S I r o ~ _ ~ Q is
1 1 - _ _ , r t PROFILE ~5 2 3 72 HDPE 0.50% ~ r O
r r j t 8" WATER U ' Ow oaro ~ z m
t 9 ' ERVI E „ ~ S C o - _ ' 3 CATCH BASIN 2761.40 2756.94 2756.89 12 ~ 1 t OU7 mZ~~
? Q~ r V W r- ~ _ f~ iU7 ~~~N
r 1 t ~J C. _ _ i r a ~ s 3-4 9 HDPE 0.50% ~ t
,t sa~ gg ~ t 3 o FOR ELECTRIC CONDUIT TO ~ o z N a SIGN, REFER TO ELECTRICAL ' / I z ~
~ r 0, t 3 s A N 2761.40 2756.84 2756.79 - - t, a~2 4 CATCH B SI 12 r d o S~ ' Nbq DRAWINGS
r 61 t o 1 0 QO ~ ~ ~ i
r 1 1 - - r 3~ 4-5 120 HDPE 0.50% ® . r 5.
~ TO P h I o ' OFIL O c~
~ TELCO & o 5 GRATE INLET 2761.47 2756.20 2756.15 - 15 - r GAS
~ ~ +li;; sERVICES FF=2763.00 Vq~ O ` I l
J 1 - 2757.24 - 42 HDPE 0.50% 5 6 0
f 1
6 MANHOLE 2762.35 2755.93 2755.73 - 24" - ~ ~
o ~ / ~
1 6-7 2755.93 - 14 HDPE 0.24% i ~ ~ ~
1 ~
7 MANHOLE 2762.48 2755.70 2755.70 - 24" - EXISTING ~ / ~ HYDRANT / ~ ~ ~
~ C''
1
7-8 - 2755.70 11 HDPE 0.24% ELECTRIC TRANSFORMER w Ir~ l ~Q~ o
~ o ~ w
1 8 FLUSH W/ _ _ 2755.67 - HDPE ? c.o. #3 WALL C.O. #3 FOR ELECTRIC CONDUIT TO 4 POND FOUNTAIN, REFER TO g ~ ~ ~ ~ a
ELECTRICAL DRAWINGS a r
9 GRATE INLET 2761.60 - 2757.60 - 12" - E co o ~ / ,~~o
2 - 7 H P % o P
9-5 2 D E 0 50 a 0 w
~ ~ 6" SANITP 6" SANITARY U { ' ~ 1 ~ C} EJ
- ~ 10 GRATE INLET 2762.04 - 2756.38 - 12" - sERVICE Q ~sERVICE 5 / Q ~
v 3 ORIFICE OUTLET, g ORM ~ I W ~
~ 10-6 - 90 HDPE 0.50% ® c.o. #2 z~ ? ~C.O. #2 SEE DETAIL SHEET PRO IlE c-2.1 ~ MOVED #2 9 ~i ~ Q ~ ~ ~ ~
o~
a ~ 7 MANHOLE 2762.48 2755.70 2755.70 - 24" - 11 m~ 10 ' I ' p ' ~ \ 0 l~ ~ W
o m 4 st sr c~ ~i . ; e' CU
z~ 7-11 2755.70 142 HDPE 0.24% - a 0 ~ RM PROFILE #3 6 ' ; ° > I ' ~ ~ ~ rOR PR F OS ' ' W ~ ~
Y po
m ~ 11 MANHOLE 2762.88 2754.36 2755.26 - 24" - c.o. ~ IL #4 ~ ' J ,i C.O. ~1 ' 1
00 4 ~ i~ ~ ~ Q
11-12 42 HDPE 0.24%
~ , 12 Ex ? co N SA ~~p EXISTING SANITARY 111
\ ~ ~ I MA p7 4 12 END SECTION - - 2755.16 - 24 MANHOLE 2" CONDUIT FOR ~
o ~ w ~ , FOUNTAIN POWER, REF O a 0 , POND RETAINING WALL - -
~ ~ o © DETAIL, C-2.0. LOCATE 5 - ~ I ~
n. 7FT FROM BEND IN WALL. ® 0 I /
~ I ~
o ~ M ~ Z _ i
I ~
2 MODIFIED SANITARY INVERTS AND LENGTHS 3 ~ i J q I J 7
- ~ - ~ ~ ISSUED FOR: DATE: BY: t>
o AY N U ~ I ~ APP. COMM. 08/15/D7 CJC
a - - O ~ --REMOVE EXISTING STRUCTURE \ REVIEW 10/31/07 CJC y- AND BULKHEAD SEWER LINE WITH- s ~ APP. COMM. 01/18/08 CJC <C
~ TOP OF INVERT PIPE MORTAR AND BRICKS. ~ I \ , REVIEW 03/25/08 CJC S
STRUCTURE STRUCTURE INVERT PIPE PERCENT - CASTING ELEVATION LENGTH , ' I ~ \ PC 07/03/08 CJC ~ _ - ENG REVIEW 07/10/08 CJC ~
~ NUMBER TYPE ELEVATION IN SIZE/TYPE SLOPE ~ ELEVATION OUT (FEET)
J ~ - -
cvicTmi~ ~anniuni c C'YICTINC i~ni ~7Fd 7R (V~RI~Y1 (`(1~ICTR1 I(`TI(1~I nano eenr\iuni ~ F Ir\i - ~~~F an e,
IYI!'11VI IVLL I-vv ..+II vv, I vv ~v..i i.cv ~v~ vii i~ vviv...i vvvv v v vv v vi va_ v i v vv..,v kN L/\11 111 00
00 ---------r--- 00 A WIC---------- ~ JOB NO. J
W C.O. #1 CLEANOUT 2762.50 2757.10 2757.10 20' 6" PVC 1.0% ti - - - - _ CDW200901 E
a° G < C.O. #2 CLEANOUT 2762.50 2757.41 2757.41 31 6" PVC 1.0% - = - SHEET
I I ICI L I I W~L-L I I I I
w~ n II --f-f- C-3.0 a
o a C.O. #3 CLEANOUT 2762.95 2758.00 2758.Q0 59' 6" PVC 1.0% 0
a~ 0

U U U ~ ~ ~ ~ UUUm'
- - i
(n W
0 O
+ ~ ~ ~ - - - z
Q M o z 0
N a 2768 - I ~ ~ I 2768 2768 0 2768 M - ~
o00 zo M wcnrn err ° z
~~oui o ~ r~~i~i ~ o W •`~.tn F-d'~0~0`t htnttl N o ~ ~
Z~tC)N -~'-t~COt~ ~ NN q -Nr II Z~t~MN ~ II II II II ~ N o- -
m N a h h II ~ ~ > > RETAINING WALL ~NNN~ ~ ~~ZZZ ~ *~r0 W~ ~ ~ ~ z O
2766 ~ - - ] ~o ~ wQ~~ Q H
U~ z z + 2766 2766 F o b M o M J~-~n 0 2766 z W
+ ~ ~ ?~~f3N ~~n O WNN~ W (n ~ ~ U ~hN ¢ Qg}~ + z ~ ~ W ii
_ + ~ WNh II Q to Q II ~ V I~ ~ ~ ~ Zy9 O W ~ W ~
~ ~ EX STING GRADE zw~~ z~u~ ~~z~ r z N z w to ~ ~ EXISTING GRADE ~ ~ ~ Q ~
~ I-hOd'M~ M~~I~ N N~o ZU1 W~NN`-N ~ o~r~n~ cn~n O ~ O w~; mM rn~ U O U
2764 a - z N ~ ~ ~ 2764 2764 w`~"?~~ I ~~a`on ~~~~N ~Nrrr ~ z~~~~~ 2764 ~ nn m i.() tt7 N r ~ ~ ~
-~`'ht~(~ J~~p~p F'SH GRADE FNNNNp. ~ II NNN .f, Z~~~N ~ Zc4~,~ Q II II II II g q~»> M ~ p II ~ I FINISH ADE o N II N N o W
-hhh II -hrh / ~~»>o I--zzz ~ II II II ~ ~ II II II ~ c~itr ~~zzz~ - ~s~ zz ~ q ~
~~»o o~» I i~ m UCY~ZN U~ZZ I c0~ z a. ocnz
I
2762 ~ N ~ 2762 2762 2762 ~ z = o
~ o~ I ~z ' ur _
_ PERMANENT WATER SURFACE ~~~w N ~ ~ F-
~ i II ELEVATION=2760.25 I N O N Q ~
~ ~ ~ O O O
2760 - - ;2760 2760 - 2760 - -
`~N~w
~ I
- - - - \ ~ -
8 m
i,~ 2758 2758 2758 0 12 ' 2758 'g
72 LFT 0.50% 12" I I m 0
I II ~i. o
90 LFT 0.50% 2"
42 FT 0 f .50% 15"
- ; 2756 2756 I,~ 2756 - 2756 Q
I 0 A
i0
i I C
I 1 LFf 0.24% 24" m
2754 - ;2754 2754 2754 -
9 LFT 9 LFT I 0.50% 0.50% 11 LFT 0.24% 24"
12" 1 z"
I 2752 '2752 2752
2752 z
~r ~ ~ ~ ~ ~ ~ co ~ co o ~ ~ . ~a
N N ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~w ~ ~ ~ ~ ~ ~Q m
N N N N N N N N N N N N Zo y
oz UQ ~ >
1+aa 2+00 3+00 20+00 00 30+00 0 ~ m ~ ~ ~
~ ~
1 ADJUSTED INVERTS STOF Otn ~ ~Va°om E ST®RM PROFILE 2 ST®R PROFILE 3 ~ mZN~
STORE PROFILE 1 Q~ SCALE SCALE ~ w o ~ 3
SCALE HORIZONTAL: 1" = 20' HORIZONTAL: 1" = 20' a? NQ~~
HORIZONTAL: 1" = 20' NORI VERTICAL: 1 " = 2' VE VERTICAL: 1" = 2' VERTICAL: 1" = 2'
2768 - - 2768
o j 0 + a m
Q Z (t~ ~S 00 M N d' (
766 V1Q ~N~~ ' 2766 2 h ,hrh h~~ n ' ~
~ to N N ~ N N N h~,,hh U II II N j
~NNNN ~~ZZ I
O~»> o ~ ~ z z z EXISTING BADE p t0 276 H ~ - 2764 ~
~ o ~ ~i U ~
W~ ~ ~ 2764 r 2764 a
I FINISH GRADE a II ~ ~<C~ ~
wz w I ~I 1 q ~ wog, ~
- ~ o I, I
276 ° - o 2762 ~ ~ ~ ~ ~ ~ ~ I ~ ~ a
I ~ I ' _ Z N { 2762 - 2762 q p ~ EXISTING GRADE
w II J ~ ~ p ~ ~
RE AWING WALL ~ z FINISH GRADE ~ i
o~ ! w~~ a~
w ~ 2760 - ~ - ~
Q - = 2760 2760 ~I 276o W p' ® ~ ~ > Q W w W
I I - - ~ ~
~ 6" SANITARY z cn
~ _ _ Q o ~ E-~
~ 2758 ~ - 2758 ~ ~ W ~
} ~ i ~ om I _ i ~ o ~
z ~ 2758 2758 -a j y - -
I O~ I j O„ I
N I I ~ ~
~ ~ ! _ J Q 142 LFT 0.2 % 24" 2756 , ° I 2756 Q
~ 42 LFT 0.24% 24 ' I I I I W
2756 - 2756 N ~
i LFT 0.25% 12" o _ ~ 25 ~ 3 ADJUSTE ADJUSTED LENG H & SLQPE
0 2754 ! _ ~ 2754
ate. ~ I 1 BUILDING LEADS TYP. 2 ~ j
~ 2754 - - 2754
- ~ - ~ ~
I ~ i i ~i i
I I 2752 - - 2752
~ I
o N 2752 2752 i ISSUED FOR: DATE: BY: APP. COMM. 08/15/07 CJC
~ ~ ~ ~ ~ - REVIEW 10/31/07 CJC
i N N N ~ APP. COMM. 01 /18/08 CJC REVIEW D3/25/08 CJC
J ~ ~ ~ ~ ~ ~ ~ PC 07/03/0& CJC
~ N N N N I
J _ ENG REVIEW 07/10/08 CJC
i ~nLnn n~ inn ~~Lnn STORIr,~ PR01=1LE ~ ~ /1\ EXTENDED PROFILE TO PICK UP ROOF DRAINS
TV V1/ v~ SCALE
00 HORIZONTAL: 1" = 20' JOB NO.
00 STORM PROFILE 4 = CDW200901E
o VERTICAL: 1 2 z, SCALE SHEET
HORIZONTAL: 1 = 20
VERTICAL: 1 2' U ~
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CONTRACTOR SHALL CONTACT NC ~ ~ ~ m
ONE-CALL CENTER @ ~
1-800-632-4949 FOR LOCATION OF ~
ALL UTILITIES, AT LEAST 7Z HOURS °
PRIOR TO BEGINNING CONSTRUCTION.
z Q
z
0
~ z
o Q ~
UNDISTURBED EARTH WALL SEE CHART BELOW FOR MAXIMUM WIDTH THREADED PVC CLEANOUT PLUG, 3" HEAVY DUTY FRAME AND COVER w ~ BELOW PAVING OR 1" ABOVE FINAL ~ ~
CONCRETE VOLUME AND WITHOUT INTERFERING i i ~i 'i CONTINUOUS REINFORCING W/ LETTERS "C.O." CAST IN COVER ~ cn O LANDSCAPE GRADING ~ f- ~
~y\\j\~ \\\\j\\j .~y\y\~~~\\~\\%\~ WITH BOLTING OPERATIONS. / / ~ //\\ij\ BARS AROUND PIPE FITTING GRADE SURFACE AWAY z o w
CONCRETE: 8" MIN. FROM CLEAN OUT ~1"IN GRASSY AREA ~ Q ~ ~ 0" IN PAVED AREA
° , ~ti 12" MAX. ~ J O
c~F'' ~i A ASPHALT OR CONCRETE a - U m U PAVING, SEE SITE PLAN °
TRENCH WALL TRENCH WALL ° \ w ADJUSTABLE HEAD ~ w j
2'x2' CONCRETE COLLAR, 2500 ~ Q ~
/ ~ ; CONCRETE ~ ~ ~ ~ PSI P.C., 4" MIN. THICKNESS z ~
wulz 12" 12" o
R NOTI NOTE: SEE APPLICABLE DETAIL O U O
CROSS TEE 90 BEND •\\/~\/~~\/i\\/\\/~~\/~\'~ FOR BACKFILL AND BEDDING z ~ INSTRUCTIONS. ~ ~
ALL BENDS SIMILAR ~5 BARS ~ ( ) i\/' SIZE OF RISER PIPE PER LOCAL CODES o O o \\\w
UPWARD THRUST BLOCKING DOWNWARD THRUST BLOCKING I~~~I (~~111 45' BEND N o N Q
O J CRUSHED STONE PER LOCAL CODES rn o ~
UNDISTURBED EARTH WALL H RI TA R T KIN (SEE HORIZONTAL BLOCKING DETAIL) 0 ZON L TH US BLOC G ALL BENDS SIMILAR ~00~0 O00o0 0o// 00 0 00~ O CJ C7 0 ~ / 0 °o ~oo
\ ( ) i CONCRETE \ \ \ (BLOCKING HEIGHT GREATER THAN PIPE O.D.) 0000 000 0 c 0 ooOoOo ~ o z p° 0 0 000 / ~°0000 ~o° ~ N ~
/ ~y\~ ~y\\j\j\\j\/\~ \%\i (BLOCKING N~DTH BETWEEN 1 & 2 TIMES HEIGHT) UPWARD THRUST BLOCKING °000 0 0o0ao ~W
\'i . / \ \ \ \i REQUIRED SQ. FT. OF UNDISTURBED REQUIRED REINFORCING BARS & CUBIC YARDS OF P.C. CONCRETE 'CONCRETE^ ~ \ ( ,o°o°° //oo° o o°~~ DIRECTION OF FLOW ~ a ~oE° a ° _ ° ° ° 0 0 0 °
r o °p,,\~ EARTH WALL FOR REACTION BACKING 1 111 . o ,Z., 90° BEND 45° BEND 22 /2 BEND /4 BEND
/ TYPE OF FITTINGS d u _
PIPE CONC. REINF CONC. REINF CONC. REINF CONC. REINF m ~ PIPE TEE & BENDS SIZE C.Y. C.Y. C.Y. C.Y. - - ~ x - - - d
TRENCH WALL ' + \j SIZE PLUG 1 1 QTY. SIZE QTY. SIZE QTY. SIZE QTY. SIZE = Oo ° o ° = o o 0 o °0° °o o ° o p° ~
/ \ \ \ 90 45 22 /2 11 /4 6" 0,10 3 4 0.10 3 4 0.10 3 4 0.07 2 4 ~ 6" 3.0 3.0 2.25 2.25 1.75 a
\ / 8" 0.20 4 4 0.25 4 4 0.10 3 4 0.07 2 4 \ \i 8" 4.0 5.5 4.0 2.25 1.75 WYE PLUG WYE IF SERVICE LATERAL ar DOES NOT CONTINUE ~
NOTES: c 0 w
CROSS WITH PLUG TEE WITH PLUG SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION N
1. DO NOT COVER BELLS OR FLANGES WITH CONCRETE 2. WRAP ALL FITTINGS WITH VISQUEEN. 0
3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH. SANITARY SEWER CLEAN®OUT m
4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE. N.T.S. m
NOTES: 5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED. 6. REACTION BACKING TABLE IS BASED ON 3000 P.S.I. AND SOIL BEARING PRESSURE
OF 2000 Ib./sq.ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED C CLEAN-OUT NOTES:
1. DO NOT COVER BELLS OR FLANGES WITH CONCRETE BY ENGINEERS. 2. WRAP ALL FITTINGS WITH VISQUEEN. 7. ALL CONCRETE SHALL BE 2500 P.S.I. P A. CLEAN OUT LOCATIONS INDICATED ON UTILITY PLANS AS "CO" FOR SINGLE CLEANOUT AND "DCO"
3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH. 8. 18" AND LARGER REQUIRES SPECIFIC ANTI-THRUST DESIGN. FOR DOUBLE CLEANOUT.
4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE. E 5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED. B. PROVIDE 6" CLEANOUTS AS SPECIFIED:
6. REACTION BACKING TABLE IS BASED ON 3000 P.S.I. AND SOIL BEARING PRESSURE VERTICAL THRUST B LOC K I N G 1. ZURN Z-1400 CLEAN OUTS IN NON-TRAFFIC AREAS AND SIDEWALKS 2. ZURN-1449 CLEAN OUTS IN LANDSCAPED AREAS
OF 2000 Ib./sq.ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED 3. ZURN Z-1400 HD CLEAN OUTS IN TRAFFIC AREAS WITH A "SERVICE STATION" TYPE MANHOLE,
BY ENGINEERS. N.T.S. 7. ALL CONCRETE SHALL BE 2500 P.S.I. OPW~104 A12 -DOVER CORP./OPW DIV. o H ~o
8. 18" AND LARGER REQUIRES SPECIFIC ANTI-THRUST DESIGN. UW ~
~Q ~ m ~O ~ ~
HORIZONTAL THRUST BLOCKING Z~ ~ Z OQ
N.T.S. ~
v ,y g
18"X36" METER BOX 24" DEEP ER BOX ~ ~ m° ~ ~ ~ ocn ~zNw
2"-> 1' Q~ :4 d~ao ~ >U1 ~-mom ~
REDUCER c0 opymXX. OZ NLNQ
W W 1" VALVE 6: o SIZE AS CALLED FOR ON PLANS z z ~ a°
O.D. O.D.
DIA. OF ~ DIA. OF
SEWER DROP CONNECTION ~6
UNDISTURBED ~\\i~ UNDISTURBED ,~\\i~\ \\\i~ a;; 8" & 10° 8"
EARTH OR EARTH OR COMPACTED % /j COMPACTED j 1 "->2" CONCRETE DAM ACROSS 12",15" & 18" 12" BARREL OF TEE - 21",24", 27, & 30' 18"
FILL FINAL FILL FINAL EXPANDER HEIGHT EQUALS 1/3 36" & 42" 24"
~ BACKFILL ~ BACKFILL 1" METER DIA. MAX. HEIGHT OF 6"
\ /
/ 3500 P.S.I. CONCRETE
/i P METER BOX DETAIL PIPE z IPE \ ~ z SPRING t0 ~ ~ INITIAL SPRING i° ~ ~ INITIAL N.T.S. FOR RIGID PIPE ' INSTALLATION. CLASS
LINE ~ BACKFILL LINE ~ BACKFILL "I" BEDDING MATERIAL ~j
% REQUIRED ON ALL DROPS FOR FLEXIBLE PIPE INSTALLATION.
\ GREATER THAN 2FT. '6:° ~ ...o
; ~ HAUNCHING - ~ )HAUNCHING ~ POUR AGAINST ~ n ~ ° ~ i--I ° UNDISTURBED EARTH
: 4" BEDDING : J) 4" BEDDING MIN.) (MIN.)
4" PIPE DIA. W 4" 2' S x 6" THICK "WATER" INSCRIBED 12" O.D. OF PIPE + 12" TO 18" Q PA ON LID S ) CLASS B CONCRETE D
>12" > O.D. OF PIPE + 18" SLOPE SLOPE _ EXTERIOR DROP CONNECTION ~ ADDED DETAIL. ~ ~ ~ ~
WATER LINE SANITARY SEWER ~ ~
N.T.S. N.T.S. NO SCALE ~ ~ Q
VALVE BOX TO SUIT VALVE AND DEPTH OF BURY _ _ :.~//V~//V~~ ~ O ~ w
GENERAL N(7TES =III=1111 ~ ~!-i l i-III- ~y~vi: w~~ ~
I l III. I I I I. 1-III-11! /i
-1 1 1 1 1 1 1 I_ =1 I I=~ I 11- ~ viwi' J 1, BEDDING SHALL BE CLASS I-A WORKED BY 6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN I .-1I I , , I I i ~I=1) \\j` W~Q o~ ~ ~
~ NAND. IF GROUNDWATER IS ANTICIPATED, BE CLASS IV-A COMPACTED TO 95% STANDARD I- 1 ~-1 -1 ~ ~
= THEN BEDDING SHALL BE CLASS I-B PROCTOR. ~ I I ~ i v ADJUST TOP z ~ COMPACTED TO 95% STANDARD PROCTOR MOD. TAMP BACKFILL TO FINISH GR. _ ADJUST TOP SECTION NOTE: ~ ~ ~ TO FINISH GRADE MUELLER FIRE HYDRANT 1, AlL HYDRANTS TO BE $ET PLUMB W/ NOZZLE FACING ~ O ~
o ~ 7. ALL MATERIALS ARE CLASSIFIED IN STREET UNLESS OTHERWISE SPECIFIED BY FIRE DEPARTMENT Q
Q~ ACCORDANCE WITH ASTM D 2321-89. ~ _ 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE i- 2. ALL CONCRETE TO BE 2500 PSI P.C. CONCRETE ~y
a ~ BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 8. ALL MATERIALS SHALL BE INSTALLED IN ~ ~ - -I ~ I- I(~ O PROVIDE 2' DIA. X 6" 3. FIRE HYDRANT ASSEMBLY INCLUDES GATE VALVE AND®1,~ w W MIN. CLEARANCE IS MEASURED APPURTENANCES O
z m I-A OR CLASS I-B OR CLASS II COMPACTED TO MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE I ~ I = ! - ~ 1=i /\\//\\j~ FROM BACK OF CURB IN ALL 3' MIN. OR THK. CONC. COLLAR - VALVE BOX TO BE LANDSCAPED AREAS (SHOWN) AROUND ALL VALVE ~ ~ ``4
- 95% STANDARD PROCTOR MOD. WITH ASTM D 698. CLASS III AND IV-A =1~1 =1~1 VALVE BOX T Y ~ MATERIALS SHALL BE COMPACTED NEAR '.III-~ 1 ® ® ! I i ~ V~ ENTIRELY SUE ENTIRELY SUPPORTED OTHERWISE MEASURED FROM AS REQUIRED BOXE5
°oa 3. INITIAL BACKFILL SHALL BE CLASS I-A OPTIMUM MOISTURE CONTENT. ,;i= ~ I ' iI=III, BY CONCRETE m ~ i ~ I i ~ . BLOCKS OR E BY CONCRETE DRIVE AISLES OR BOLLARDS BY LOCAL FINISH GRADE BLOCKS OR BRICKS TO CODE
~ WORKED BY HAND, OR CLASS I-B OR CLASS II VALVE BODY -i ~ =1 ® 0 i ! I o~ I! I=1 I i I ~ 1=1 I I; \~;y' SUIT. VALVE SUIT. VALVE BOX CURB \ \ \ i~. Q MUST NOT BEAR ON /~.//i~///,//~
w COMPACTED TO 95% STANDARD PROCTOR MOD. 9. FILL SALVAGED FROM EXCAVATION SHALL BE -i - i=~ e I MUST NOT BE ~ FREE OF DEBRIS, ORGANICS AND ROCKS . I VALVE OR Plf VALVE OR PIPE. 6 CU. FT. GRAVEL VALVE BOX AS SPECIFIED BY CITY W
LiOa LARGER THAN 3". ICI=11 , N 4. INITIAL BACKFILL NOT UNDER PAVED AREAS / ~ CAN BE CLASS III COMPACTED TO 95%
N STANDARD PROCTOR MOD. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, WATER PIPE DRAIN-KEEP CLEAR 12" 6" M.J. GATE VALVE
~ SHORED, SHEETED, BRACED, OR OTHERWISE X12 AWG COPPER ~/~~/i\~ OF CONCRETE W/RETAINING GLANDS
~ 5. FINAL BACKFILL SHALL BE CLASS I, II, OR SUPPORTED IN COMPLIANCE WITH OSHA TRACE WIRE °w III COMPACTED AS NOTED IN NOTES 3. AND REGULATIONS AND LOCAL ORDINANCES. (SEE GATE VALVE 6" D.I. M.J. TEE
0 4. SPECIFICATIONS) 8 MIL POLY- "
J N.T.S. a ETHYLENE LINING ~ `
BETWEEN CONC. U & DUCTILE IRON ~ ~ Z
' UTILITY TRENCH AND BEDDING N (TYPICAL) ° . /i\// , " a,:. a W ° a p.
N.T.S. • . / CONCRETE;. a',.. / ~ ~ `a ^ : °
i / °~f RETAINING % a SUPPORT RETAINING <.4. ` ]
REFER TO THRUST BLOCKING GLAND ~ ' ` . \ GLAND \ \ \ \
~ 1 0 N N TE: /i. ~ APP.EDCOMM , 08/15/07 CJC w DETAIL FOR THRUST BLOCKING ~
0 REQUIREMENTS REFER TO THRUST BLOCKING REVIEW 10/31/07 CJC ~ DETAIL FOR THRUST BLOCKING APP. COMM. 01/18/08 CJC Q
REQUIREMENTS REVIEW 03/25/08 CJC
0 TRACING WIRE AND TAPE REQUIRED FOR ALL WATER MAIN. U FIRE HYDRANT ASSEMBLY ENG REVIEW o~j°ojoa c c
I F- J N.T.S. ~
n c°~
j N
LO JOB NO.
00 00 CDW200901E
WC/) U~ Q~ 0
Z Q Y ~ SHEET E
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U ~ W C-3.2 0
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.,A,. CONTRACTOR SHALL CONTACT NC ~ ~ ~ m
ONE-CALL CENTER @ cn
CORNER BARS -SAME SIZE AND SPACING AS 1-500-632-4949 FOR LOCATION OF ~
HORIZONTAL BARS NEENAH CORNER BARS -SAME ALL UTILITIES, AT LEAST 72 HOURS ~
EJIW 7220 REINFORCEMENT SCHEDULE, BASE R-4826 SIZE AND SPACING AS REINFORCEMENT SCHEDULE, BASE z HORIZONTAL BARS SECTION PRIOR TC) PEGINNING CONSTRUCTION. z
M3 GRATE SECTION Q
2'-0» "A" #4's @ 6" E.W. "A" #4's @ 6" E.W. z
PROVIDE RINGS 10" B.. #6's @ 6" E.W. O
AND OR BRICKS AS 90 6's @ 6" E.W. / B # NECESSARY 2'_0" 10"
P TABLE OF 'W' DIMENSIONS , 90° TABLE Of 'W' DIMENSIONS ~ o
PIPE PIPE Q
SIZE SKEW OF CROSS DRAIN SIZE SKEW OF CROSS DRAIN W SINGLE STRAIGHT 30° 45° -1 ~ ~
~ SINGLE STRAIGHT 30' 45° _24" 4'-O" 4'-0" 4'-10" _24" 4'-0" 4'-0" 4'-10" - EXTERIOR FACE DF WALL ~ ~ ~
30" 4'-0» 4'-7» 5'-8" ~z ° 30° 4'-0" 4'-7° 5'-8" wow 0
36" 4'-0" 5'-3" 6'-5" 36" 4'-0" 5'-3" 6'-5" METAL DOWNSPOUT ~ Q ~
CORNER BAR 42" 5'-3" 5'-11" T-3" o n I .,A„ - I 42" 5'-3" 5'-11" 7'-3" p ~ o
~ 48" 5'-10" 6'-7" 8' 0" CORNER BAR 48" 5'-10" 6'-7" 8'-0" EXTEND DOWNSPOUT U m U
PLAN 60" 7'-0" 7'-10" 9'-8" X X „A„ 60" 7'-0" 7'-10" 9'-8" THROUGH CAP ~ DOUBLE FOR "A" SECTION ONLY W
Q DOUBLE FOR ~A" SECTION ONLY Q ' ~ 24" T-0' T-10" 9'-5" ~ PLAN d-w> 24" 7'-0" 7'-70" 9'-5" SCHEDULE 40 PVC CAP ~ U~t ~
30" 8'-2" 9'-2" 11'-0" z z o 30" 8'-2" 9'-2" 11'-0" LBDSE FIT (ND ADHESIVE) z ~
~ 36" 9'-4» 10'-6" 12'-6" - ~ ~ 36" 9'-4" 1D'-6" 12'-6" CUT TD FIT D~WNSP~UT w ~ z d
' ~ 42" 10'-6" 11'-10" 14'-2» ~ w w 42" 10'-6" 11'-10" 14'-2" ~ o z = O
~ 48" 11'-8" 13'-2" 15'-10" r. X X Q Q Q Q 48" 11'-8" 13'-2" 15'-10" °Q SCHEDULE 40 PVC PIPE } z RE. SCHEDULE FDR SIZE o ~ ~
~ ~ - REINFORCEMENT SCHEDULE, WALLS mO REDUCER FITTING N ~ ~ ~
o P N R TE z REINFORCEMENT SCHEDULE, WALLS o P.C. CONCRETE z .C.000E o ~ 0 _ ~ NON Q SECTION WIDTH ("W") HOR. VERT. o
~n ~n ~ U M U
w „ w ~ SECTION WIDTH (W) HOR, VERT. ~ ~ 4' #4's @ 9" #4's @ 10" O O O
_ _ ~ Q ~ »N" a .,N" - 4' ;~4's @ 9" ~4's @ 10" w FINISHED GRADE ~ „A.. BETWEEN 4' & T ~6's @ 9" #4's @ 10" N w
w = ~ FDUNDATIBN LINE ~
_ A„ _ _ ~ BETWEEN 4' & 7' ~6's @ 9" ~4's @ 10" _ ~ ~ GREATER THAN T #5's @ 4 1/2" #4's @ 10" ~
o ~ b ~ I w I w ~ U
= GREATER THAN 7' ~5's @ 4 1/2" #4's @ 10" in _ M 4' #4's @ 6" ~4's @ 10" m z m „B„ o
z "W" 4'-0" MIN. z ~ W (4 0 }MIN. _ ( ) o o s 0 0 4' ~4's @ 6" #4's @ 10" ~ ~ s BETWEEN 4' & 7' ~6's @ 6" #4's @ 10" ~ m `o
"W"(2'-0")MIN. U ~ -
wo z .,B" No z STRUCTURE 33 ~ I o BETWEEN 4' & 7' ~6's @ 6" #4's @ 10" i o TABLE OF "T" & "N" DIMENSIONS
~ F m ~ w w SECTION WIDTH ("W") "T" "N" "D"
~ ~n TABLE OF 'T" & "N" DIMENSIONS W ~ w ~ BETWEEN 4' & 7' 6" + PIPE THICKNESS 8" 6" p ;i
~ ro w m Q SECTION WIDTH ("W") "T" "N" "D" Q A„
~ ~ GREATER THAN 7' 6" + PIPE THICKNESS 8" 8" is m
\Q \Q I e ~ 11 BETWEEN 4' & 7' 6" + PIPE THICKNESS 8" 6" Q ti~ I 4' 6" + PIPE THICKNESS 8" 8" SCHEDULE
~ f „ „ 11 A „ „ "B" D~WNSP~UT PVC PIPE m'
~~i~ GREATER THAN 7 6 + PIPE THICKNESS 8 8 _,~i , - BETWEEN 4' & 7' 6" + PIPE THICKNESS 10" 8" WITH BELL
b a. o a. o o 1'-0' N ~ FLOW DIRECTION cv ~ FLOW 4 6 + PIPE THICKNESS 8 8 i'_0';. N ~ FLOW DIRECTION N ~ I i ~ FITTING FLOW REINFORCEMENT SCHEDULE, TOP
. v=i v=i DIRECTION B ~ " ~ DIR • n DIRECTION 4"x4" or 6" 12" DIA,
~ ,_s BETWEEN 4 & 7 6 + PIPE THICKNESS 10 8 , , - . ~ . . e DIMENSIONS STEEL SPECIAL PATTERN 5"x5° 12" DIA,
` \\j\\j\\j\\/\\j\\ ` \\j\\j\\j\\/\\/\ \ REINFORCEMENT SCHEDULE, TOP \ \ \ W1 = 7' OR LESS #4's @ 8" E.W. DIAGONAL @ COVER 8"x8" lZ" DIA,
W2 = T OR LESS #4's @ 8" E.W. DIAGONAL @ COVER 9"x9" 15" DIA,
» „ „ „ COMPACTED 1'-0"'N" "W"(4'-0")MIN. "N" 1'-0' DIMENSIONS STEEL SPECIAL PATTERN " „ „ „ COMPACTED 1'-0' "N" "W"(4'-0")MIN. "N" 1'-0' SECTION A - A SUBGRADE SECTION A - A SUBGRADE "N" 1'-0' 10"x10" 15" DIA, W1 = T OR LESS ~4's @ 8" E.W. DIAGONAL @ COVER
ELEVATION W1 = 7' OR LESS #4's @ 8" E.W. DIAGONAL @ COVER ELEVATION W2 = 7' OR GREATER ~4'S @ 6" E.W. DIAGONAL @ COVER E X TE R 10 R z o..
W2 = 7' OR LESS #4's @ 8" E.W. DIAGONAL @ COVER GRATE INLET W1 = T OR GREATER ~4's @ 6" E.W. DIAGONAL @ COVER DOWNSPOUT COE~ECTOR UW ~
W1 = 7 OR LESS #4's @ 8" E.W. DIAGONAL @ COVER N.T.S. W2 = 7' OR GREATER #4's @ 6" E.W. DIAGONAL @ COVER ti.r.s. ~ Q v, ° w
C U R~ INLET W2 = T OR GREATER #4'S @ 6" E.W. DIAGONAL @ COVER z ° v 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 1, ALL EXPOSED CORNERS TO HAVE ~4" CHAMFER ~w o$ ~ ~z mm ~ ~ ~ $a
2. ALL ~4 & ~5 REINFORCING BARS TO HAVE 1-~" COVER, OU) ,~-_Up~~ ~ ~ mZ~~ w
LARGER SIZES TO HAVE 2" COVER Q (n ~ m tC1 N 9 1~ ~ -per R
3. SEE UTILITY PLAN FOR PIPE SIZES, LOCATIONS AND FLOW LINES BACKFILL AS REQUIRED BY H J p m tD OZ NQmli
4. PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE CIVIL ENGINEER z~ r
INLET. CONNECTION SHALL NOT BE MADE AT CORNERS OF INLET A
5. ALL REINFORCING BARS TO BE GRADE 60 HEIGHT OF LINER TO TOP OF PIPE
6. TEXT SHALL BE CAST IN TOP OF GRATE "DUMP NO WASTE" OR TOP OF PERMEABLE BACKFILL
1N y2" MINIMUM HEIGHT ~ ~~~=,~I~',;i CORNE 7. STEPS SHALL BE PROVIDED WHERE DEPTHS EXCEED 6 FEET, PIPE DIA. i % EJIW 1020 ~II_lll, ,1, - 1,1, I11 slzE ~ CORNER BARS -SAME SIZE AND SPACING AS
AND SHALL MEET OSHA STANDARDS , ~ TYPE A HORIZi ~~II.' VIII Ii~+ ~'I~i~ HORIZONTAL BARS
8. BRICK OR CAST-IN-PLACE WALLS SHALL HAVE A NOMINAL ,111_; III ,1-=111=11 J~~~- -I SOLID COVER THICKNESS OF 8". PRECAST WALLS SHALL HAVE A MINIMUM ~ "M i-111-
-1.111 1 X111=11_+-, THICKNESS OF 6" (150) AND BE REINFORCED SUFFICIENTLY -11• FLEXIBLE MEMBRANE TABLE OF 'W' DIMENSIONS
TO PERMIT SHIPPING WITHOUT DAMAGE. BASINS OVER 12 FEET i -11 LINER VAPOR BARRIER HEIGHT AS REO'D - , ~ 2'-0" PIPE CATCHBASIN\MANHOLE
iN DEPTH SHALL HAVE WALLS REINFORCED WITH ~4 BARS Y -1II==~ VERTICAL AND HORIZONTAL, 12" O.C. WITH 2" CLEAR FROM B CIVIIL ENGINEER ~'I'~,~ , ! GEOTEXTILE (OPTIONAL OR AS 10" SIZE SKEW OF CROSS DRAIN gp° SINGLE STRAIGHT 30° 45°
INSIDE FACE OF WALL. ANY CAST IN PLACE CONCRETE TO BE :'-=~I~=" REQUIRED BY MANUFACTURER) „ „ ~ , ~ II _24" 4'-0" 4'-0" 4'-10"
LAS 1 ' ` 9. MINIMUM DEPTH SHALL BE OUTSIDE DIAMETER OF OUTLET OF ,IIi%!=~ '--LU%.% 30" 4'-0" 4'-7" 5'-8"
I =111.-',II ~ ; ~I.111=1_ OUTLET PIPE + SEVEN INCHES ;11=1~1--1i,~•;1 . ~ ~111~ 36" 4'-0" 5'-3n 6'-5" 42" 5'-3" 5'-11" 7'-3" H
p ADDITIONAL BEDDING MATERIAL - .III=1 ~~+--11I ~111~ PROTECTIVE LAYER OF SAND 10. PROVIDE WATERTIGHT SEAL BETWEEN STRUCTURE AND PIE 1,II1~,'- -+~~-I OF FINE MATERIAL
PER MANUFACTURES RECOMMENDATIONS. AS REO'D BY CIVIL ENGINEER 0 48" 5'-10" 6'-7" 8'-0" ~ 60" 7'-0" 7'-10" 9'-8" Q
DOUBLE FOR "A" SECTION ONLY ~ ~ ~ E-+
UTILITY TRENCH DETAIL I 24" 7'-0" 7'-10" 9'-5"
NO SCALE in CORNER BAR 30" s'-2" 9'-2° 11'-D" ° W ~ C''~ ~
x .,A„ Q PLAN 36" 9'-4" 10,_6" 12'_6" ® ~ ~ ~ ~ ~ 42" 10'-6" 11'-10" 14'-2" I'1 ~
~ _ D C=J I-~I 48" 11'-8° 13'-2" 15'-10" ~
z W W o D D Q ~ ~ ~
W F U REINFORCEMENT SCHEDULE, WALLS W ~ ~ ~
12"MIN. O.D. 12"MIN 12» MIN 12" MIN. 12"MIN. O.D. 12"MIN w OUTSIDE OF BOX X ~ SECTION WIDTH ("W") HOR. VERT. ~ F..i
18" MAX 18" MAX 18" MAX. 18" MAX. 18" MAX 18" MAX a . a ~ ~ o
~\r ~ \ UNDISTURBED .\\\i\ \\\i\ o z ~ ~ ~ P.C. CONCRETE o
_ \ ~ FINAL EARTH OR ~ N F BETWEEN 4' & 7' ~6's @ 9" #4's @ 10" ~ °,A.. Q W ~
~ ~ UNDISTURBED \ ` BACKFILL COMPACTED r~ U ~ ~ w 20 LFT 4" HOPE ~ ~ ~
z~ j EARTH OR r\ FILL ~ FINAL ~ ~ ~ ~ ~ COMPACTED FILL • \ \ ~ ~ BACKFILL = a ~ _ / ~ z / ~ „N.. GREATER THAN 7' #5's @ 4 1/2" #4's @ 10" $EPEORATED PIPE Q ~
Q~ ~ N - \ W ~ 4' ~4's @ 6" ~4's @ 10" CATCHBASIN\MANHOLE
o ~ \ FINAL y „B.. p~~ w
w } / BACKFILL ~ ~ _ _ ~ z m ~ .yy PIPE z ~ o = ~ BETWEEN 4' & 7' #6's @ 6" #4's @ 10" ~
x ~ \ INITIAL SPRING co ~ ~ o a ~ ~ \ ~ LINE \ ~ INITIAL w ~ W TABLE OF "T" & "N" DIMENSIONS ~i ~
o ~ \ BOX CULVER \ ~ BACKFILL BACKFILL ~ _ m ~ ~ \ \ ~ >,W„(4'-0")MIN. z
o M \ ~ \ o 0 SECTION WIDTH ("W") "T" "N" "D"
w ~ ~ ~ ~ ~ ~ ~ HAUNCHING ~ - ~ o j N i` ~ ; ~ b z BETWEEN 4' & T 6" + PIPE THICKNESS 8" 6" CATCHBASIN\MANHOLE ~ ..A., W
o ~ 4" BEDDING > i~ 4" BEDDING I o GREATER THAN 7' 6" + PIPE THICKNESS 8" 8" V
~ \ \ \ \ \ (MIN.) , \ \ \ \ \ \ \ (MIN.) "N" m U N \\r\\r\\~~\/ /\\~\\r~\ 6" BEDDING \\r\\r\\~~\/ \//\\/\\r\\r~ ~ N
~ 4" UNDISTURBED , \ \ \ \ ~ ~ \ ~ (MIN.) w 4' 6" + PIPE THICKNESS 8" 8" z
~ EARTH OR ice., ~ .,iT ~,r~ 4 w m °w COMPACTED FILL 6 REINFORCED CONCRETE PIPE (RCP) ALL OTHER PIPES B,.
~ AND SPIRAL RIB PIPE Q`Q a INCLUDING SPIRAL RIB \ti~ BETWEEN 4' & 7' 6" + PIPE THICKNESS 10"
a SMALLER THAN 60 D CONCRETE BOX CULVERT PIPE 60"~ AND LARGER 1'-O' REINFORCEMENT SCHEDULE, TOP
I v DIMENSIONS STEEL SPECIAL PATTERN ~
N.T.S, N.T.S. N.T.S. M
~ GENERAL NOTES /i//~//i//\/\/\/\/\/\/\ /i ~ i//i//\//\//\//\ W1 = 7' OR LESS #4's @ 8" E.W. DIAGONAL @ COVER ~ w W2 = T OR LESS #4's @ 8" E.W. DIAGONAL @ COVER
1'-0 Wt = 7' OR LESS #4`s @ 8" E.W. DIAGONAL @ COVER ~
i. BEDDING SHALL BE CLASS I-A WORKED BY 4. INITIAL BACKFILL NOT UNDER PAVED AREAS 8. ALL MATERIALS SHALL BE INSTALLED IN COMPACTED 1'-0"'N" "W"(4'-0")MIN. "N" 1'-0 ~ P MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE SECTION "A"-'A" SUBGRADE W2 = 7' OR GREATER #4'S @ 6" E.W. DIAGONAL @ COVER ISSUED FOR: DATE: BY: w
o HAND. IF GROUNDWATER IS ANTICIPATED, CAN BE CLASS III COM ACTED TO 95% ELEVATION THEN BEDDING SHALL BE CLASS I-B STANDARD PROCTOR MOD. WITH ASTM D 69$. CLASS III AND IV-A APP. COMM. 08/15/07 CJC ~
a COMPACTED TO 95% STANDARD PROCTOR MOD. MATERIALS SHALL 8E COMPACTED NEAR o STORM MANNO~ W1 = T OR GREATER #4's @ 6" E.W. DIAGONAL @ COVER 20 LFT 4" HOPE REVIEW 10/31/07 CJC y- MANNOL~ W2 = T OR GREATER ~4's @ 6" E.W. DIAGONAL @ COVER O PERFORATED PIPE APP. COMM. 01/18/08 CJC <t
~ 5. FINAL BACKFILL SHALL BE CLASS I, II, OR OPTIMUM MOISTURE CONTENT, ~ III COMPACTED AS NOTED IN NOTES 3. AND 4. N.T.S. N.T.S. 8 PER REVIEW 03/25/08 CJC s
° 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE 9. FILL SALVAGED FROM EXCAVATION SHALL BE ~ < CATCHBASIN\MANHOLE PC 07/03/08 CJC 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
N 95% STANDARD PROCTOR MOD. PROCTOR. „A' #4's 0 6" E.W. I IJ
10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
00 3. INITIAL BACKFILL SHALL BE CLASS I-A 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE SHORED, SHEETED, BRACED, OR OTHERWISE ~00 WORKED BY HAND, OR CLASS I-B OR CLASS 11 WITH ASTM D 2321-LATEST EDITION. SUPPORTED IN COMPLIANCE WITH OSHA cf) #6's ® 6" E.W. JOB NO. FINGER DRAIN DETAIL FOR STORM CATCH CDW200901 E a
:5 COMPACTED TO 95% STANDARD PROCTOR MOD. REGULATIONS AND LOCAL ORDINANCES. (SEE < j SPECIFICATIONS)
BASINS AND MANHOLE SHEET
STORM SEWER TRENCH AND BEDDING N.T.S. 37.3 '7
N.T.S. W~ oa - 0
0 rr, 0

GENERAL EROSION NOTES U U U
U U U m
A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THESE DRAWINGS AND THE STANDARD DETAILS.
B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM 12'~ MIN. OF NCDOT #5 W
WATER POLLUTION PREVENTION PLAN AND THE STATE OR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES OR X57 WASHED STONE PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. cn O NOTE: CONTRACTOR SHALL PLACE A 18" WIDE STRIP OF z
SOD ADJACENT TO ALL CURB AND SIpEWALK.
C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP, ADDITIONAL BEST MANAGEMENT PRACTICES ORIGINAL ~ 20' 10' 0' 10' 20' 4p' z
SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. GROUND 1 MIN. z I~ EROSION DETAI~..S z
ELEVATION 5' MIN. D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF I 0
PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 0 0 0 SCALE IN FEET ~
CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. X CE TEMPORARY STONE CONSTRUCTION EXIT ~ z
4 ~P o 0 0 0 ~9 F, GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE o
~ ~ EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, ~~P~ SF SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT o ~
AND TOILET FACILITIES. 'n ~ 1,5' MIN. cn I w~~o
RIPRAP GEOTEXTILE FABRIC G. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR G
DISPOSED. IP2 FENCE OR DOME INLET PROTECTION ~ Q ~
H. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO SECTION VIEW oJo
CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. O Imo ST SEDIMENT TRAP ~ ~
I. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST
SUPPRESSION OPERATIONS IS PROHIBITED. ~w> U
DESIGN OVERFILL 6" I J. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS, MATERIALS SHALL BE SETTLED TOP SETTLEMENT (YQ~ OVERFILL 6 FOR z ~
PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS SETTLEMENT w cn z 0
OF THE STATE. U~o zr~-
K. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION "-lli_ _ ~»u='
III I I-1, Ni;~ I PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE, =lei _ P ; I~I~~c"' ;~~=ir r:~ii~~~- 0 0 0 \\\w
-~li X 4' MIN. ~ 1-i L. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BE STOPPED FOR AT LEAST 14 DAYS SHALL ~1i III ~ " ~ I=~i; BE TEMPORARILY q I '1•' ,i~lii-, Ili, NON Q
SEEDED. THESE AREAS SHALL BE PERMANENTLY SEEDED NO LATER THAN 21 CALENDAR DAYS FROM THE LAST CONSTRUCTION ACTIVITY = ~ 2-3.5' lil i~~_ NATURA OCCURRING IN THESE AREAS. ~ o NATURAL a o 0
Ir, PER PLAN e~ GROUN[ GROUND
M. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE ~ AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREA r~N~-w
S. REFER TO THE 3' GRADING PLAN AND/OR LANDSCAPE PLAN.
FILTER FABRIC
N. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED PROVISION PLAN VIEW
S MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS m
LOCATIONS AS PROVIDED.
0. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INT SEDIMENT TRAP 0 STORM DRAINS MUST BE REMOVED STO N E 0 0
IMMEDIATELY,
SPILLWAY DETAIL P. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION P w
MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTI N OND AND ANY SEDIMENT THAT NOT TO SCALE 0 WITH THE STABILIZATION OF THE SITE. 0
Q. ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH n t
IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND F
PERMITTED 1N ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. W C
SEDIMENT TRAP DETAILS R, SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 7 C1
S. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSI SEDIMENT TOP OF SURFACE SURFACE AREA AT BOTTOM VOLUME NOTE: THIS AREA IS CURRENTLY ROUGH GRADED UNDER PERMIT #NCG010000,
BLE FOR ADJUSTING THE TRAP pONp TOP WATER VOLUM EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. AND POLLUTANT DISCHARGE. AREA REQ. TOP OF WATER OF POND REQ. PROVIDE ME VOLUME SIDE OVERFLOW PROJECT ID # HAYWO-2007-018
PROVIDED SLOPES WEIR WIDTH
STt 2756.00 2755.00 191 SF 419 SF 2753.50 870 CF 891 CF 4, UPON PLACEMENT OF FINAL GRADING, INSTALLATION OF UTILITIES, AND :F 891 CF 2:1 FINAL RESTORATION; THE CONTRACTOR & ENGINEER SHALL REVIEW THIS
MAINTENANCE sT2 2752.00
2751.00 670 SF 1,507 2758.25 2,770 CF 2,727 C cF 2,~2~ cF 3;1 5' PLAN BASED ON ATUAL CONSTRUCTION SEQUENCE AND MARK-UP THIS
ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL E ST3 2752.50 PLAN (TO BE POSTED IN JOB TRAILER), AND MODIFY AS NECESSARY TO z
B MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL 2751.50 1,427 SF 2,387 SF 2758.00 5,900 CF 5,843 C NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT WHICHEVER ISM SHALL BE cF s,a43 cF 2:1 6' MINIMIZE EROSION AND IMPLEMENT BMP'S. °
ACCORDANCE WITH THE FOLLOWING: ~ ORE STRINGENT, AND REPAIRED IN U~ ~ v ~ h-
d
1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DECERIORATION. , ~ W rn Z~ °z
2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOUL ` I D BE FERTILIZED, WATERED, AND RESEEDED AS - UQ W - ~
NEEDED. ~ s
3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACH ' OV1 ~U~m E
ONE-HALF THE HEIGHT OF THE SILT FENCE. ES ~ ~ ~ZcfoY
I ® 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS OF-WAY. THIS Y O z XQjQ( 33
MA DD1 REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND. ~ Z~ NQaN7IL 3
~ ~ r~ .I ' ~ 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC T P ~ l
DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND. O
~i 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES, SEDIMENT SHALL BE REMOVED FR '
SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HA5 BEEN REDUCED BY 50%. OM / _ f r 1
AREA 1 ~ 1 ADDED NOTE ~ ' 7. REFER TO THE SWPP/SESC MANUAL FOR ADDITIONAL MAINTENANCE REQUIREMENTS. ,
0.22 A-ORES
~ , SEQUENCE OF CONSTR NOTE:CONSTRUCTSANDFILTERAFTER ~ UCTION SF
' ~ CONTRIBUTING DRAINAGE AREA AND SURFACES ,I ;
UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING LAY DOWN AREA P - O THE POTENTI ARE RESTORED R ~ ' ORTA POTTY WH AL OF EROSI EEL WASH ON ' '
CONCRETE WASHOUT, MASON S AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS ET H C„ IMMEDIATELY DENOTE THEM AS BEEN MINIMIZED. CONTRACTOR SHALL ON THE SITE MAPS AND NOTE ANY CHANGES IN L A ° i~, ~ J
OC TION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. PHASE I - TO BE COMPLETED PRIOR TO EARTH DISTURBANCE ACTIVITIES IN RESPECTIVE DRAINAGE AREA REMOVE ALL ACCUMULATED SEDIMENT PRIOR ~ o~~, ~ ~
1, INSTALL STABILIZED CONSTRUCTION EXITS AND SWPPP TO CON T ~ ~ O ENTRANCE SIGN, S RUCTING INFILTRATION BED.
2. INSTALL SILT FENCE(S) ON THE SITE CLEAR ONLY THOSE AREAS N Ali ( ECESSARY T 0 INSTALL SILT FENCE . ~ ' E1 ~
3. PREPARE TEMPORARY PARKING AND 5TORA ~ GE AREA. 3 R EVISED NOTE SF AREA 2 ~ CONCRETE WASH AREA ~ ~ ~ ~
HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION AND CERTIFICATI 0.77 ACRES r-~I
ON OF MP I+ - CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCT B S. GENERAL ; ION MEETING WITH ENGINEER AND ALL GROUND-DISTURBING ; I, ~ 1 Q ~ ~
CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. ~ ~;r~ ,
4. CONSTRUCT AND STABIL 1 IZE SEDIMENT TRAP(S) WITH APPROPRIATE OUTFACE STRUCTURES (CLEAR ONLY THOSE AREAS NECESSARY T ° . ~~~:,I~'~ IP2 SF ~ ~ 'd'i r~~ ~ t`~ v L
INSTALL BASINS, TRAPS, AND SPOILS DISPOSAL. PLACE SPOILS EXCAVATE 0 ( D SOIL) IN FILL AREAS). jj . ~
5. INSTALL AND STABILIZE HYDRAULIC CONTROL STRUCTURES (DIKES, SWALES CHECK ~ ~ NOTE. , DAMS, ETC.). , D1 1 - NOTE: SEDIMENT TRAP #2 MAYBE ~ a Q ~ ~ I .1 1" IP2 _ ,
6. BEGIN GRADING THE SITE, TRANSITION TO PERMANE P ' NT oNDS DIVIDE[ ;'i W 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURE . DIVIDED (ELIMINATED) AND ~ ~ ~i ~ ~ ~ ~ O
PHasE II S DDt RE-DIRI RE-DIRECTED TO ST#1 AND ST#2 WITH r~ ~~IP2 ~ ~ ~ ~ T~ ~ w a
Q 1 ;~i a APPR01 ~ PORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS ' OR MORE. 4;~ a APPROPRIATE DIVERSION DITCHES AND ~ ~ r ~ ~
I 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. RE-SIZiI o ~ 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET STRUCTURE IS INSTALLE RE-SIZING OF ST#1 AND ST#2. ~ ~ ~~'~1P2 ~ ~ ~ ~ , ~ ~
u: 4. INSTALL INLET PROTECTION AT ALL STORM SEWER D, d ~ STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.
~ = 5. PERMANENTLY STABILIZE AREAS TO BE ~ ~ VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.
0 0 6. PREPARE SITE FOR PAVING. z m 7. PAVE SITE. _ _ Z~6 ~ j j~ NOTE: CONTRACTOR TO COit~STRUCT Q ~ ~ W
_ _ 8. INSTALL APPROPRIATE INLET PROTECTION DEVISES FOR PAVED AREAS AS WORK PROGRE ' ~~s , + ; SEDIMENT TRAP #3 IN GENF.~tAL ~ Q ~ ~ ~
Y ~ 9. COMPLETE SSES. ; , ~ o GRADING AND I \ , NSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS INCLUDING OUT LOTS. \ z„~ z _ VICINITY OF PERMANENTS~fORM ~ Q ~ ~ W ~ ~ ~
°m~n 10. CALL BEST BUY'S CIVIL U- ENGINEERING CONSULTANT (CEC~ AFTER THE SITE APPEARS TO BE FULLY STABILIZED FOR AN INSPECTI D1 ST2 11. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFT R P ON' ~ t~~l ST2 ' WATER POND. CAUTION! NTRACTOR ~ ~ ~ ~ ~ t ~ ~C
° E A PROVAL OF THE CEC AND STABILIZE ANY AREA w~ BY THE REMOVAL OF THE BMP. S DISTURBED ~ SF ~ ~ ~ ~ I~; ~ MAY MODIFY SHAPE TO A OID
~0 12. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY IN SPECTION IS SIGNED OFF BY THE CONSTRUCTION MANAGER THAT THE SITE !i ~i~11'~ ~ (ASSIST)CONFLICTWITH STAINING ~ ~ ~
° IS FULLY STABILIZED AND THE PERMIT MAY BE TERMINATE ~ D. ~ ~ p~ti t f~ WALL CONSTRUCTION. (ASS SHOWN, ~
N \ ~ NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY ONLY 11 ~ ~,L, ' ~ ~ THERE IS AN APPROXIM TE 10 FEET AREA 3
IF ALL PRECEDING BMPS HAVE E BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE ITALICI o ZED FOR CLARITY. ~ ~ ~ 1.64 ACRES ~ ~J ~ ~ a~ BUFFER BETWEEN ST # AND WALL
w \ Viz, ~ II LOCATION). ST #3 WILL AVE TO BE
O ~ =~T ~ RE-SHAPED TO GREAT FINAL POND
~ REMOVE EXISTING SILT FEN ~ CE IN THIS W DESIGN. J
LOCATION & INSTALL 0 .,IP2 ,
2 NEW ROWS OF \
~ SILT FENCE AT ~ l c~
~ TROUT BUFFER , ~ ,
~ 1 LOCATION 0
N \ ...IP2 '
o NOTE: CONTRACTOR SHALL ADJUST, j~ l-'~ { IP2 ' ISSUED FOR: DATE: BY: t~
RE-LOCATE, OR REMOVE AND REPLA W CE SILT , ~ ~ APP, COMM. 08~15~07 CJC ~ ~ REVIEW 7 031 X07 CJC
FENCE AS REQUIRED TO PERFORM GRADING I ddb PLACE ROCK CHECK ' APP. COMM. 01~18~08 CJC ~C \ 6 _ g5 DAM IN DITCH ,
J AND/OR RESTORATION. ~ / REVIEW 03~25~08 CJC ~ ~ PC 07~03~08 CJC
N ~ ~ / ~ ~ ENG REVIEW 07~10~08 CJC ~
~s ..r5
ro ~ a ~ ~ z>sr ?~BZ l ~
~c w~ CD o
ZY \ \ ST3 Jos No. _
<r O CDW200901 E C
U 2769 2
w~ 0 -[]5. SHEET Q; T76 C
U
C-.
SF
0

~c.~~
12" L CLASS B RIPRAP U U U m
4„_6,~ / ~ O O O LENGTH WHERE TOE AND TOP 0 0 o ARE EQUAL ELEVATIONS. ~
~ i `,i \ 6" 1/ 0
\ \ \ SECTION VIEW OF BAFFLES IN SEDIMENT BASINS ,~1~1
~ ti, A \ VA /AA/A - ira (~~~5 y4"L ~ 6„ ~ , ~ ~ z
~~~'..~-0.''`'~'..:>:~:~::`:;.':..::;:::.:s:<; .Support. rape Support post, 12" OF NC( 12" OF NCDOT ~i~\1~isi~_ ~ ~ ice.- ~ iv ~
to were to pre- y y LL W W W y y W y 24"into bottom Stake to support #5 OR #57 W W y W W W y W W W y w y W ~ V u W W~ vend sagging or side sv+re WASHED ST(
WASHED STONE ~1~%i~ ~~%i1~~~''"" O
' 96 W / o PLAN VIEW '~`1,~ ,~~11:-`~
~ z 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN PLAN ON A FILTER FABRIC -I O
~ _ FOUNDATION. Q ~ w
3" 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL ~ ~
.,I 3A ~ ~ O _ WHERE THE DAMN ABUTS THE CHANNEL BANKS. ~ ~ ~ ~z
~ ~ - - \ \ \ \ Coir mesh, or similar, sfa !ed or 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM ~ ~ ~ ~
p CUTTING AROUND THE ENDS OF THE CHECK pAM. Q ~
trenche into bot•,om or side 9" MIS Q` 9" MIN. ~ 5~ 4. SE( SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE 00 m ~
I OMETRI OF BAFFLES IN SEDIMENT BASINS (..---~..I LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAMN. _ ~ 1 O ~ W
S C ~ `1 ~ 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DMAN FROM HEAVY FLOW THAT COULD ~ ~ w
CAUSE EROSION, ~ Q ~
ealr'Iz z a `1 i J/ FILTER CLOTH 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. o ~ z
it,r•1, 1, PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME,
I' FERTILIZER, AND SEED, i 7. ENSURE THAT OTHER AREAS OF THE CHANNEL SUCH AS CULVERT ENTRANCES BELOW THE z = O 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 000 SECTION VIEW
I AT Y 1 " OF LANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR APPROX M EL 2 B Fa rhzn , l I \~\W
TH BLANKET WITH A ROW OF STAPLES STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE Fad~on'rrner~i ~ i`° ~ ~ E P APPLY SEED TO COMPACTED SOIL AND eo ~ N CJ N Q ROCK CHECK DAM DETAf~ N ~
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STA LING. ~i ~ FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET % , NOT TO SCALE a o 0
OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE I'i~~)~~ \
WIDTH OF THE BLANKET. L ~ N W
3. ROLL THE BLANKETS A. DOWN OR B. HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH , - PROVIDE ( ) ( } ' L PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE
APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL ~ (OR BO (OR BOTH SIDES) AS REQUIRED.
SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES ~ ~,.,.I, RECOMMENDATION. I, < c, ~ ~ FLUSH FLUSH SURFACE STONE TOWARD SEDIMENT TRAP ~
' ~ ! ; ~ WITH HI WITH HIGH VOLUME WATER FLOW AS NEEDED TO 2"-3" CRUSHED STONE
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 4"-6" OVERLAP DEPENDING ~ MAINTAI MAINTAIN CLEAN SURFACE STONE. OVERFLOW WEIR ~ o
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET ~ t~;, 1 . Inlet Zone T P EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED outl~~ clcss PLACEM (BLANKET BEING INSTALLED ON 0 } Truro„ `r B5`I<,afsurfaaear PLACEMENT OF SEDIMENT TRAP SHALL BE AT LEAST
BLANKET, I ~ 1; I I ~ THE MIP REQUIRE THE MINIMUM DISTANCE FROM THE RIGHT OF WAY A5 REQUIRED BY LOCAL JUSIDICTION. s'
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE} 1MTH _a.
" ER AP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12"APART ACROSS - ~rs~ Ch rnber AN APPROXIMATE 3 OV L ~ ~t' , ~ 2~,~0~ su, iaceoren P~ ° _a
ENTIRE BLANKET WIDTH. _ - o o
6. PLACE STAPLES/STAKES PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING ~ 52eurd chamber 9 ~~G
APPLIED. "r5% oFsia~faceareo a
NOTES: Outlet Zone `rPG~ P~ ~ m ~ ~0 THE PMENT
1. 1N LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE i:~Ty; surface area PRQ G~\~ F p i~ ~ ° ~ ,
NECESSARY TO PROPERLY SECURE THE BLANKETS. ~ ° ~ Sp's ° o Sp.
2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION
EROSION CONTROL BLANKET BAFFLE INSTA~L_ATION DETAIL-
SLOPE INSTALLATION N.r.s. BLC NO SCALE c ~~ti
10" MINIMUM o ~-o ?py ~o p ,
~ Z.. a ~o
U ~ ~ r 2"-3" CLEAN STONE ° ° ~ ~ ~ o
cn o w ~
~ ,
~y '~t o °
GEOTEXTILE UNDERLINER ~ ~ ~ v ~ ~ $ m
~ ~ ~ ~ W. .W ...u.....W o~ dz~~ 6" CRUSHED STONE BASE ¢ ~ ~ ~ a
~ W~.W ~W.W.... >W 3 oyco..
PLAN oz ~a~~~ z~
W ~ r iivv vv~i rvv~ivi~vv . ~ . a ~ iv,,vi
. • . ~ , ~ ii\ \\ii\\~i ~ ~ ~ W . , z . \i i\ r ~ ..d.~.
~ ~ (J ~ 0 W / ~ ~ (J 50' MIN.
W~.~~ ~ ~ ~~l ".`.V ~4~ ( tE5 20 @ 2% MIN. 20 @ 2% M N. ,t,,,.-
z~
~~VA~~VA~VA ` l~ ~ 1.
6" CRUSHED GEOTEXTILE STONE BASE
~ -10" OF 2"-3" LINER
',~11 Wv a W \ \ PROVIDE CULVERT AS CLEAN STONE REQUIRED TO CARRY ~l
.W .y.y.y.y... \i\ ~~~i~~\ PRE-EXISTING DITCH FLOW V
SECTION A-A ~
` \ . . . . NON-WOVEN COVER
~~,,~~II ~
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. O O p 0 OO ~ `~4 ~ C
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" 0 0 00 0o FLOW 2"-3" CLEAN STONE W ~ ~ ~
OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH, ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"PORTION OF BLANKET BACK OVER SEED AND COMPACTED SEDIMENT TRAP o 12„ ~ ~I ~ ~ ~ ~ ~
SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE 12" MIN. ~-I ~ o a'
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE 5ECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN 1 4" MIN, THICK HIGH DENSITY POLYETHELENE APPROPRIATE LOCATIONS AS PER MANUFACTURERS RECOMMENDATIONS.
4, PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF STAPLES 6" CRUSHED STONE BASE N ~ Q Q, GEDTEXIILE LINER ~ ~ ~
STAGGERED 4" APART AND 4" ON CENTER TO SECURE BLANKETS. 10" THICK MIN. - 2"-3" CLEAN STONE W ~ ~ ~
w 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY ~ 12" APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. SECTION B-B Q w ~ W~
Q 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 4"-6" (DEPENDING ON BLANKET TYPE) AND STAPLED. TO ENSURE I ~ PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE
SEAM STITCH ON THE BLANKET BEING OVERLAPPED. CONSTRUCTION EXIT cE Q ~ Q rte., W
o ~ 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 N.T.S. /^1 /~a V 1
a ~ A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. ~I ~ ~ ~I E w ~ ~ 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART w U~
~ U IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. z m 9. PLACE STAPLE/STAKES PER MANUFACTURERS RECOMMENDATION FOR THE APPROPRIATE CHANNEL FLOW OR SHORELINE ~
- APPLICATION. OQ 5, WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, ~ ~ ~ 'Q~ qS D~CTgTEp M4X 0.C MAX. 6" MESH SPACING} /w,~ ~
Y~ BY IOCq ~ WDVEN WIRE FENCE
a a A NOTE: m ~ B C CRITICAL POINTS 1. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF C R~OU1ReMfNTS (MIN. 14 1/2 GAUGE, 5• Mq MAX. 6" MESH POSTS: STEEL EITHER T OR U TYPE,
o ~ NECESSARY TO ALLOW STAPLES TO SECURE THE w ~ ~';,;;;~,,;,;i; A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. X C,C SPACING) WITH GEOTEXTILE COVER FENCE: WOVEN WIRE, 14-i/2 GA. I „
B. PROJECTED WATER LINE ~ o 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 jw~
~ A SLOPE VERTICES NECESSARY TO PROPERLY ANCHOR THE BLANKETS. A 54" MIN. "o FABRIC: i. AM0001t98 METAL FENCE Z I
N B 3. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL \ C SPECIFICATION FOR PRODUCT SELECTION. POSTS, DRIVEN ~ ry 2. BELTECH 810
MIN. 12" INTD 3. MIRAFI 130X GROUND. FINISH GRADE COMPACTED BACKFILL 4. LING GTF 190
w ~t;; 5. SI 915 SC FLOW jj
J ---r.
° EROSION PROTECTION BLANKET a
I CHANNEL INSTALLATION GEOTEXTILE ~ i0 ' " OVER ~\//\\//~\/~\/~\~~j EXTEND WIRE FENCE A L
N.T.S. TOP i ~ W d- WIRE Z N/\~//~ \ MIN. OF 2" INTD TRENCH FENCE UNDISTURBED g ^ u
I U GROUND 6" X 6" ~ ~ TRENCH \ EMBEDDED GEOTEXTILE FABRIC -
DOMED INLET PROTECTION ~A VA VA/~~~ w/ s"M~Aio A oNC Bo~TOrDn ISSUED FOR: DATE: BY: f~
~ 2' MiN. PREFABRICATED GRPOE_ A-A-SECTION OF TRENCH APP. COMM. 08/15/O7 CJC V
° Ft,pW COMPACTED SOlL N.T.S. N F4pW F1NSN III-_ REVIEW 10/31 /07 CJC j
O '~t, III-j11 i. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE APP. COMM. 01/18/08 CJC <
I U I~ , ~ 1~ I ; ; : , TYPICAL CONSTRUCTION SEQUENCE FOR DOME FRAME & COVER w I ' A -I ~ TIES REVIEW 03/25/D8 CJC COMPACTED BACKFlLL PC 07/03/DH CJC
I ~ 11 ~ 1~~,~i~---~ I- 1. EXCAVATE APPROXIMATELY 4" TO 6" BELOW THE TOP OF THE W ENG REVIEW 07/10/08 CJC ~ FAD _ --I- C 2. GEOTEXTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES ~
;1~7~ -X11-~~~-~1 INLET STRUCTURE. ELEYATIDN ` =III-i ~ I SPACED EVERY 24" AT TOP AND MID SECTION. ~
~ I =III111 -.~~~%~~I ~i' TYP. NATURAL GROUND ~ PI ACP TNF PRA~dF f1NT(1 TFIF INI F'T CTRI Il'TI IRF FNCI IRINf; PR(1PFR
Ln SEATING OF FRAME TO STRUCTURE. ~JJ 3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE
~ 3 3. SLIDE THE COVER OVER THE FRAME. OVERLAPPED BY SIX INCHES AND FOLDED. JOB NO.
00 4. FILL THE COVER POCKETS WITH SOIL, X57 GRAVEL OR EQUIVALENT. SEDIMENTATION/SILT FENCE WITH 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL CDW200901 E
o THE COVER POCKETS SHOULD BE COMPLETELY FILLED TO ENSURE Z / A GOOD SEAL BETWEEN THE GROUND AND INLET STRUCTURE. WIRE SUPPORT PLAN. COLLECTED MATERIAL SHALL BE REMOVED WHEN "BULGES" DEVELOP IN SHEET THE SILT FENCE.
TEMPORARY DIVERSION DIKE 5. BACK FILL AROUND THE FRAME AND COVER ASSEMBLY IS NOT ~N.T.S. E
o REQUIRED TO COMPLETE INSTALLATION; HOWEVER, BACKFILLING MAY 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED 4.1 OTHERWISE I C,
u 3: NO SCALE BE NECESSARY TO COMPLETE EXCAVATION REQUIREMENTS FOR w 3: THE SITE. o
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~ ~ ~ ~
P~AI~T CIO SCHEDU~C SOT 2 UUUm
KEY ~ NAME SPECIEICATIOI~S o
z
i z
20' 10' 0' 10' 20' 40' 40' 20 LIQUTAMBAR STYRACIFLUA 'ROTUNDILOBA' 1-%2" CAL., B&B, W~ SINGLE LEADER ~
'ROTUNDILOBA' FRUITLESS SWEETGUM DENSE, FULL, WELL MATCHED PLANTS ~
0
SCALE IN FEET
9 ACER RUBRUM 'RED SUNSET' 1-%z" CAL., B&B, W~ SINGLE LEADER o
'RED SUNSET' MAPLE DENSE, FULL, WELL MATCHED PLANTS ~ w
¦ o ~
zozw
' 23 CERCIS CANADENSIS 'FOREST PANSY' 8-10' HT., B&B, W~ SINGLE LEADER ~ ~ ~ °
'FOREST PANSY' REDBUD DENSE, FULL, WELL MATCHED PLANTS o ~ o
+ ° U O U
+ + + o 94 LLEX GLABARA 'NIGRA' 30-36" HT & SPD, B&B OR CONT. DENSE, ~ m ~
+ + } FULL WELL MATCHED PLANTS. w 'NIGRA' INKBERRY HOLLY ~ ~
+ + } + + + + + U W d;Q~
+ } + + + ~ } + } Z d W (nZ
U U O
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+ + + + + ~ +
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+ + + + + ~o~~ 000
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} + } + + + ~o' TrP
8'TALL + + + +
SCREEN WALL + + + + } n + + + + U • p~~
} + + + + ' • % O
+ + + + } + + + + O C
r + + + + a 25 TROUT + + + + s
BUFFER + + + p ~ w
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+ + + + 4 + + } ' ~Q ~ m
+ + + + t Tod, V o
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+ + } + + + + + + ° i ~ ~ ~~N ~
} + + w a•sm~ ~
} + + + + ot~~ N¢oNOu
TROUT BUFFS + } +
RESTORATION AREA + } + + + +
+ o ~ SEE DETAIL ON + } } + + + } 1
LS-1.1 } + + + + } + + 1
+ + ONE
+ } + + + + k + + + + + + + + +
+ } } + } + + + +
+ + } + + + } + + +
+ + + + } } + + + +
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} } +
+ } + + } + + + + + + + i F+ Q ~
+ + + + + } + + + + + k
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+ J o w~~ ~
+ + + + + ~ + } + + + NOn + + + + + ~ pRKINg a ~ ~
+ } + + + 0 O~ oa
+ + + + + + + k + + Q
+ + + + } + + + + ~ + + } + + + + 3' TALL SCREEN WALL o w~~
o~
+ + + + + + (ABOVE PARKING LOT GRADE) + } + + + + + REF. STRUCTURAL \ w~Q ~
LY + } + } + o ~ 1 Q ~w
U ~ + + + + + + W
o~ FOUNTAIN + + Q~~ l _
fY V + + O~~ ~
+ +
z + + + + } + + Y~ + + + } ~ ~ ~ ~ ~
O
N ~ + + + } ANNllAL~PERENIAL BED, SEE ~ , ~ ~ ~
O~ + } + + + } 0 wc0 + } } + } } } + DETAIL SHEET LS-1.1 ' v~ f . ~ ~ ~ w
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~ + + + + + + + t ~ ~ ~ ~ ~
~ } } + ~ } + + } +
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o } + + + + ~ + + + ~r , I , , ~ ~ ~`~PORTIdN of
POND FOUNTAIN SHALL BE KASCO MARINE MODEL 1400JFL WITH L140 + + + + + STORM WATER FACILITY, SEE + k +
~ LIGHT KIT AND C-25 CONTROL PANEL. LOCATE CONTROL PANEL ON } + + + + LS-1.1 FOR PLANTING DETAIL. 0 + • ~ ~ l ' pRO~ CART ~ z ~ l~
~ PARKING aT SIDE OF RETAINING WALL, COORDINATE ELECTORAL + + + + + _ ~ ~TNe~ sr • f s w
aNNECTION WITH ELECTRICAL CONTRACTOR. INSTALL ALL EQUIPMENT IN + + + + + + } + ~ ~ ' ' ' ' ~ ~ ~ ' ' ' ' i ~ 4~ a / I J
ACCORDANCE WITH MANUFACTURERS RECOMMENDATION AND + + } + + ~ ISSUED FOR: DATE: BY: P/~
~ SPECIFICATIONS, INCLUDING ANCHORING. INSTALL FOUNTAIN PATTERN AS + + + + + + + + ; ~ - APP. COMM. 08/15/07 CJC ~
o + + + + ~ .„v.... N DIRECTED BY OWNER. } + + + } + ~ I REVIEW 10/31/07 CJC I ~ ~ ~ ~ ~ ~ APP. COMM. 01/18/08 CJC ~
- - - - - REVIEW 03/25/08 CJC T PC 07/03/08 CJC
a 1 't ~ ~ ENG REVIEW 07/10/08 CJC ~
J - _ ~ '
J - ~ -J`~ ~
i PnRTIC1N (~F INAI -t,~ T l ~ ~ 1 0
I I I I I I I I I I I I I I I iI
00 PROJECT BY OTHER 00 - JOB NO. d
W cf) - - 0o r\07
zY / SHEET
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GENERAL PLANTING NOTES
i. ALL PLANTS TO BE INSTALLED IN ACCORDANCE WITH AMERICAN ASSOCIATION OF NURSERYMEN LANDSCAPE STANDARDS. SPACING AS PER PLAN URNING ~ ~ ~ m BUSH
2. PLANT NOMENCLATURE IS TO BE BASED ON HORTUS III. ANY DISCREPANCY IN PLANT TYPE AND NAME/LABELED WILL BE EXAMINED THIS AREA SUBJECT TO W
BY THE ENGINEER FOR HIS FINAL DETERMINATION. ANY PLANTS DISCOVERED BY THE ENGINEER TO NOT BE THE TYPE LABELED WILL BE REJECTED. MODIFICATION DUE TO o
3. SPACING OF PLANT MATERIALS SHALL BE AS SHOWN ON DRAWING. THE ENGINEER SHALL REVIEW THE PLACEMENT OF PLANT MATERIAL ° TRAFFIC POLE, CONTROLLER z
PRIOR TO AND AFTER INSTALLATION, AND RESERVES THE RIGHT TO ADJUST LAYOUT TO ACCOMMODATE SITE CONDITIONS AND DESIGN INTENT. & GUY WIRES z
4. ALL PLANT MATERIALS SHALL CONFORM TO PLANT SCHEDULES. SIZES SHALL BE THE MINIMUM STATED ON THE PLANT LIST OR d d Q
LARGER; ALL MEASUREMENTS SHALL BE IN ACCORDANCE WITH THE L4TEST EDITION OF THE "A.A.N. STANDARDS FOR NURSERY Q ~ STOCK. IRIS HOSTA ~
5. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND REVIEWED BY THE ENGINEER. o BLACK EYE ~
6. FINAL PLANT LOCATIONS SHALL BE MARKED BY CONTRACTOR THREE WORKING DAYS PRIOR TO PLANTING FOR ENGINEER REVIEW. 4" MINIMUM OF ° SUSAN ~ z
7. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANTS ORIGINAL GRADE BEFORE DIGGING. MULCHING MATERIAL 8. PLANT MATERIAL, ESPECIALLY EVERGREENS, TO BE PLANTED HIGHER THAN NORMAL WHEN HEAVY SOIL CONDITIONS (CLAY, ETC) FORM SAUCER WITH 4" ~ ~ ~ o
PREVAIL. ~ ~ w
9. ALL PLANT MATERIALS SHALL BE INSPECTED UPON ARRIVAL, ANY PLANTS NOT ACCEPTABLE TO THE ENGINEER WILL 8E REJECTED. CONTINUOUS RIM IF FOR ANY REASON ANY BALLED AND BURLAPPED PLANT MATERIALS NEED TO BE STORED ON SITE LONGER THAN A 24 HOUR ~ o ~ cn U
Y Y TH Y ARE T RED N PLANTING MIX AS ~~1 , . ~111~~, s. ~ ~~-,11- PERIOD, THEIR ROOT BALLS SHALL BE PROTECTED• ALL PLANTS SHALL BE THOROUGHL WATERED EACH DA E S 0 0 SPECIFIED -%~111'~ .4 • ~ x'•:•-11%1'i;~ll~ ~-~III~~`1i'.~ ~~~°:~=•`c• 1~ + I- ~ z cn
111;:::.,:;.:.:;: '''t:~t!~;::: %11%%~~ %11i-r~ a~,%:~::: ~ •'`~wt~:~`i::;,11%'%; ` P STEEL SITE• ANY PLANTS ALLOWED TO DRY OUT AS DETERMINED BY THE ENGINEER WILL BE REJECTED. 111 ~ , , . ~ 1,, 1 111 , , LACE +-1 ~ • 1~,111,~~ 11,1 ,1,~--1: ::1,11 A WRAPPIN MATERIALS MADE OF SYNTHETIC OR PLASTICS ~ , I ~ i 10. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. LL G 1i ~ r;'~~11~~~-11~~1~ .-11I t ice, ~ ~ BANDING PLACE STEEL ~ W ° ~ o
1%~~ 11: ;w:;P;; '--111.--,1 1„-1~ --111-' ~~1~a •,t 11 SHALL BE REMOVED AT TIME OF PLANTING. ice- 1 i .r!;•, x,,11-11 '°11 ~~111 ~I 1~1i i~ 11 ~;'r11;%~ AROUND BED BANDING + + + + + + + + + + ~ 4 ~ AROUND BED + + + + + + + + + + + + ° o 0 0
RA T R SHALL FILL PLANT PIT WITH PREPARED PLANT MIX OR AMENDED TOPSOIL AND WATER HOLDING POLYMER GEL TO , ~1~ ~;;n. ~11~- ~ ~1~ I~~i, ; 11. THE CONT C 0 ~ 1~1~1 ~1,.,.. ~;>.,1--1~11~1~, =11~.-111 ~t'>~:~.•:. ~~r'~~ I + + + + + + + + + + + + + m
1 2 DEPTH OF ROOT BALL OR ROOT MASS, PACK FIRMLY, PUDDLE WITH WATER AND BIOSTIMULANT, THEN FOR BALLED AND 1~1~ ~111~ a,•. 111---1~ 11-~1~1 ~1~1--'~1`~:;,;t.;, ~,-1` ,,1~ / - 1~111~ 111 ~ 1-1 ~~111~,,,1, , . ~ , _ BURLAPED MATERIAL, 7HE BURLAP AND ALL LACING (INCLUDING WIRE BASKET IF NECESSARY) SHALL BE REMOVED FROM THE UPPER ,1~ ,1~1 1) 11 ~1~1 ,,-11~~~11~~~'~''~~1 -%~`t~1~~,~~~1~~ ~~~1~ ~1~ x,-11 ~h ~~1~1. ~1~ , ~1~1.-~-1~1-;1~ t~~1 ~11,~~1~,1~;~, ~11~~,~~„ + + + + + + + + + + + + + o~W
HALF OF ROOTBALL, THEN FINISH BACKFILLING ADDING THE WATER HOLDING POLYMER GEL, MYCORRHIZAE AND SOLID FERTILIZER T4 ~ ~1~111--~~ --1~1i ~~1~ ~ ,~~11~1~ 1~~~~ ~~1~• ,-1~,1%~ ~~~1~ ~111~^ ~~i. ~?I~~~~t t,,-~11~~~ 11%~~ ~1 ~ ~~-111-;1 ~t1-111,~~r-111,,,-,t11,1~~~~ ,11~-x,111%~~I,.'~~:;~1~;-;%N~~t; t t + + + t + + + t + + + + + + + ~ d" W ~
THE PLANT MIX OR AMENDED TOPSOIL, PACK FIRMLY AND WATER WITH THE BIOSTIMULANT. A SAUCER SHALL BE PLACED AROUND 1 111.,, EVERY PLANT AND SHALL BE APPROVED PRIOR TO PLACEMENT OF ANY MULCH. + + + + + + t + + + + + + + 00 ~ ~ ~
12. LAWN RESTORATION SHALL CONSIST OF 4" TOPSOIL AND HYDROSEEDING. + + + + + + + ' ~ ~ Q W U1 z
13. ALL TREES AND SHRUBS ARE TO BE FERTILIZED AT THE TIME OF PLANTING WITH AGRIFORM 21-GRAM FERTILIZER TABLETS AT RATES 2X BALL DIAM. RECOMMENDED BY MANUFACTURER. + + + G O vU~
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 , ~ 0 0 0 0 0 0 0 0 O \ \ \ w
15. ALL PLANTS AND STAKES SHALL BE SET PLUMB UNLESS OTHERWISE SPECIFIED. ALL GUYS AND STAKES MUST BE LOCATED WITHIN STAKE AS REQUIRED ~ EACH TREES MULCHED AREA TO ELIMINATE THE POSSIBILITY OF MOWER CONTACT AND TO REDUCE MAINTENANCE. PLANT SO THAT TOP OF ROOT BALL IS EVENT WITH THE FINISHED GRADE. O ~ cNV o N Q
16. AT PLANTING TIME ALL DECIDUOUS TREES SHALL BE THINNED 8Y REMOVING INTERIOR SECONDARY TWIGS, INFERIOR BRANCHES,
TEMPORARY BRANCHES, AND CROSSED BRANCHES ACCORDING TO ANSI A300-1995. SHRUB PLANTING BED 17. ALL EVERGREEN PLANTS SHALL BE SPRAYED ACCORDING TO MANUFACTURER'S INSTRUCTIONS WITH AN ANTI-DESSICANT THE FIRST SECTION
WINTER. THE ENGINEER SHALL BE NOTIFIED THREE DAYS PRIOR TO THIS WORK.
18. PLANT BEDS SMALL CONSIST OF 12" PLANTING MIX AND 4" DOUBLE SHREDDED HARDW000 MULCH. r~cvYw
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 ~is''x4" STEEL, COLOR BLACK. CONTRACTOR SHALL LAYOUT METAL EDGING, STAKE INTO GROUND COVER PLANT SET AT ANNUAL~PERENiAL BED
EDGING FOR APPROVAL, NDISTURBED SOIL EVERY 30 SCALE 1 ' =10
20. CONTRACTOR SHALL PROUIDE A PLANT MIX CONSISTING OF 50% EXISTING SOIL, 30% SANDY LOAM TOPSOIL, AND 20% COMPOST AT INCHES ORIGINAL PLANTING DEPTH PER PLAN ALL PLANTING LOCATIONS. ~ m
21• SOIL ADDITIVES INCLUDE SOLID FERTILIZER, $IOSTIMULANT, WATER HOLDING POLYMER GEL, AND MYCORRHIZAE, THE SOLID FERTILIZER ~ 3" DEPTH HARDWOOD
SHALL BE AN ENGINEER APPROVED, 12-8-8, ORGANIC FERTILIZER PLANTING TABLET, THE BIOSTIMULANT SHALL 8E AN ENGINEER MULCH APPROVED TECHNICAL CONCENTRATE AND PLANT ENHANCER. THE WATER HOLDING POLYMER GEL AND THE MYCORRHIZAE SHALL BE ~ ~ • ANNUAL/PERENIAL PLANTING SCHEDULE 0 C
N WEER APPROVED. ALL SOIL ADDITIVES SHALL BE APPLIED PER MANUFACTURES DIRECTIONS. IF A VARIABLE APPLICATION RATE IS N EG 9
THE MEDIAN IS TO BE USED. ~ LANDSCAPE WEED BARRIER GIVEN, SECOND CUT QTY SPECIES COMMON NAME SPECIFICATIONS
1 I TREE PITS 6' LARGER THAN ROOT BALLS. ~ FABRIC 2 . D G P IN TALLATION. 12" DEPTH PLANTING 22. ALL PLANTING BEDS SHALL BE PREPARED WITH APPROPRIATE SOIL MIXTURES BEFORE LANT S
23. ANY DISCREPANCIES BETWEEN THE PLANS AND SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR HIS REVIEW I I Il~ll~ii~)i~~'li~ I J, 111, ~ I I I~I~TI MIXTURE I~I I = ill~i ~III~I~~IIhiI~iI-111~I~IiI~Ii~I~ihll~lll~~li-lil ~ \ 10 EUONYMUS BURNING BUSH 3.5ft TALL, WELL MATCHED ~
AND DECISION. I I -~1 1L~11-!I~1L~111~1i=1 ~l VIII-11c~1 i- II-111~1~ SUBGRADE -LOOSEN TO 24. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. I I Il I IIHi~~ Ihll~l~ill.lhlll-III l~lll_ill~~~~II-III 1 II I~!iClil FIRST CUT 70 RUDBECKIA FULGIDA BLACK-EYED SYSAN 1 GALLON, WELL MATCHED
I IN UANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL - _ _ _ "PRIOR TO PLANTING 25. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATER ALS O THIRD CUT ® m m
DRAWINGS. MIXTURE APPLICATION 26. CONTRACTOR SHALL BE RESPONSIBLE FOR VIEWING THE SITE PRIOR TO BIDDING AND MAKING NOTE OF ANY SPECIAL CONDITIONS BRANCH COLLAR + + + 123 IRIS GERMANICA 'BLACK' IRIS -BLACK i GALLON, WELL MATCHED °
THAT WOULD BE of A CONCERN To THIS CONTRACT. A N N U A L~ P E R E N N I A L PLANTING BED D E T A I L m
27. INFERIOR, NON-VIGOROUS, DISEASED, REJECTED OR UNACCEPTABLE PLANTS MAY BE SPRAY PAINTED TO ENSURE THEY ARE NOT USED IN THE WORK. SECTION PROPER PROPER PRUNING D ETAI ~ ~ ~ 15 HOSTA TARDIANA 'HALCYON' HOSTA -HALCYON i GALLON, WELL MATCHED
SCALE:NONE
100' TEMPLATE
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8" 2-PLY RUBBER HOSE EDGE OF EXISTING VEGETATION OR T NK ° o ~ a
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TREE WRA O fLfqq GC ~ S NQCNpLL 2$
® 25' AVERAGE
0 4 INCH MINIMUM OF MULCHING MATERIAL WIDTH ' O
4" DEEP SAUCE
PLANTING MIXTURE PER SPECIFICATIONS I V O
T~~~' II I ~I I ~
~i ~ , ~ 8' STEEL 'T' POST ~ ~ r i 111 ~ 12 MIN. ® Oo
Mil ~ ~I~ I Il i i-~i i
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ll~ III -III, I'~~ 'ilk I ,~i~`. ~
i i ~!I~il~ll~ I - II~~I II~ Q REMOVE BURLAP FROM TOP ~ OF BALL
~ _ 6,> DEEP PLANTINGS, 18" 3FT SUBMERGENCE, NOTES: ~2
+ PLANT WITH A MIX OF DUCKWEED AND UNDISTURBED SOIL 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 \ ~ SUBMERGENCE PLANT WITH A MIX OF FLAT NOTES: USE DOUBLE GROUND HARDWOOD BARK MULCH, 4" MIN. DEPTH -f' EXACT BUFFER WITH MAY VARY. ADJUST PLANTINGAS AS NECESSARY ON-SITE. ~ ~ ~ ~
\ j (S SEDGE AND SAWGRASS, DENSE PLANTINGS, STAKE AS REQUIRED GRADE. TOTAL RESTORED BUFFER AREA IS APPROXIMATELY 10,000 SFT, MULTIPLY PLANT QUANTITIES, AT RIGHT, BY 4 FOR TOTAL NUMBER 4F W ~ ~ ~ ~
\ -I' I ~ 690 SFT. PLANT SO THAT TOP OF ROOT BALL IS EVENT WITH THE FINISHED GRADE. ~ ~ PLANTS FOR ENTIRE TROUT BUFFER RESTORATION ALONG RICHLAND CREEK. a ~ ~ ~
\ \ DECIDUOUS TREE PLANTING
+ ~ ~ SECTION TROUT BUFFER RESTORATION PLANTING TEMPLATE and SCHEDULE Q ~ o w
C~ ~ ~
\ o o
+ ~ o O~
w + + \ + oQ o SPECIES SPECIFICATIONS W ~ ~ ~
• J L\ 1~ ~ ~ T T a \ , FOREBAY STABILIZED
_ o WITH CENTIPEDE SOD. I U~
I -f- -F- -f- O 2 PLANTANUS OCCIDENTALIS 2-Y~" CAL., B&B W/ SINGLE LEADER, Q ~
o~ \ ~ ~ cn -I- -F ~ SECOND,
a ~ o ~ LEADER ~ + -F + \ o 0 LEADER ARY AMERICAN SYCAMORE DENSE, FULL, WELL MATCHED PLANTS ~ ~ ~
\ ° om + ~ ~ + b~~ ~
z \ \ ~ \ o ° o 2 OXYDENDRUM ARBOREUM 2-Y" CAL, B&B W/SINGLE LEADER, ~ ~ <G
Y~ o T o SOURWOOD DENSE, FULL, WELL MATCHED PLANTS a' r-I ~
m ~ -I- 'I" ~ / ° BROKEN
o ~ \ i, w i, ~ i, BRANCH i
~a \ ~ , w
N ~ ~ ~ ~ ~ ~ j O \ \
N ~ ~ ~ ~ _ e
~ \ 1
W \ ~ ~ ~
o ~ \ ~_l. - ~ 4 CARPINUS CARLINIANA 8'-10' HT., B&B W/SINGLE LEADER
I A , ~ ~ ~ I i AMERICAN HORNBEAM DENSE, FULL, WELL MATCHED PLANTS
~ ~ INFERIOR WATER SPOUT 3 AMELANCHIER X GRANDIFLORA 6' HT., B&B OR CONT., CLUMP FORM ~
/ TWIG I AUTUMN BRILLIANCE SERVICBERRY DENSE, FULL, WELL MATCHED PLANTS w
J ~ , TOP OF BASIN AND EXTERIOR 1 ! ROS`.
I 5LOPES STABILIZED WITH TE 9 ROBBED BRANCH ..r ISSUED FOR: DATE: BY: V
NTIPE E D. D AROUN ~ ~ VISUAL BARRIE ~ CE D SO SO D sA o SHRUB PLANTINGS ACCORDINGLY. ~ I N _ APP. COMM. 08/15/07 CJC L
N 7 RHODODENDRON MAXIMUM 30"-36" HT., & BPD., B&B OR CONT. REVIEW 10/31/07 CJC y
' TEM PORAI a ~ _ ~ SHRUB PLANTINGS, MIX OF HAZEL ALDER AND i TEMPORARY Twic ROSEBAY RHODODENDRON DENSE, FULL, WELL MATCHED PLANTS APP. coMM. 01/18/08 cJC REVIEW 03/25/08 GJC
a. ELDERBERRY ON 10 FOOT SPACING, STAGGERED. 007 SUC 007 SUCKER PC 07/03/08 CJC ~
~ BOTH SIDES OF RIP RAP SPILLWAY. + GRAPH SUCKER J SHALLOW LAND PLANTINGS, 1"-12" 7 ILEX VERTICAILLATA WINTER BERRY 30 -36 HT. & BPD., B&B OR CONT. ENG REVIEW 07/10/08 cJC ~
A80VE NORMAL POOL, PLANT WITH A MIX 'WINTER RED' WINTERBERRY DENSE, FULL, WELL MATCHED PLANTS ~
°i nr crnr_~c nnm ~e:uirG crno rpecc l l l l LI L I (_1111 1 I I I I I I I I I I I I I I I I I I I I I I I I I II II I II I I I I I I I I I I yx (1F II FX 1/FRTICII I ATA ~H(1(II fl RF 'SCIi ITHFR (;FNTI FMANI -
.n ~ SUFFICIENT DENSItt TO STABILIZE BANK
AND PREVENT EeosioN, sa, SFr. PROPER PRUNING DETA JG DETAIL JOB No.
15 ITEA VIRGINICA 'HENRY'S GARNET' 18"-24" HT. & SPD., B&B CQW2000'1
z / SCALE:NONE ~o 'HENRY'S GARNET' SWEETSPIRE DENSE, FULL, WELL MATCHED PLANTS SHEET
WET DETENTION BASIN PLANTING PLAN Al ADDED oErniL
SCALE 1 =10 12 LEUCOTHOE FONTANESIANA 18"-24" HT. & SPD., B&B LS- 1 . 1 T
o~ CONTRACTOR MAY SUBMIT SUBSTITUTIONS FOR REVIEW/APPROVAL BASED ON SITE CONDITIONS AND EXPERIENCE. DOG-HOBBLE DENSE, FULL, WELL MATCHED PLANTS
C

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Out Parcel #2 LL reel #2 Luminaire Schedule
Symbol Qt Qty Label Arrangement Lumens LLF Description W
2 s 2 E 3 @ 120 DEGREES 110000 0.750 WLS-FVR-5-1000-MHR-FG 30' MOUNTING HEIGHT o
2 2 F D180° 110000 0.750 WLS-FVR-5-1000-MHR-FG 30' MOUNTING HEIGHT z
NOTES: -e-® 1 -e-® 1 H SINGLE 110000 0.750 WLS-FVR-3-1000-MHR-FG 30' MOUNTING HEIGHT z
1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL n 13 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE. 1~1 13 I SINGLE 36000 0.750 WLS-SH-3-400-MH-FG 13'-6" MOUNTING HEIGHT
3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED FILL ® 5 z 5 J SINGLE 22000 0.750 WLS-WMI-S-FT10-250-MH-F 10'-4 " MOUNTING HEIGHT o
PER SPECIFICATIONS. 4. FOUNDATION SHALL NAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF.
5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE VALUE OF ui
1000 PSF. 30' 15' 0' 15' 30' 60' 60' Q o
6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1.8.X(4) OF "EMBEDMENT OF POSTS WITH ~ W
OVERTURNING LOADS". ~ ~ ~ ~ ~ ~
7. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW. SCALE IN FEET z
8, DETAIL FOR 39' POLE WITH MAX, FIXTURE EPA 4.6 SQ,FT. 9. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST-IN-PLACE. PRE-CAST LIGHT POLE BASE w°~o
FOUNDATIONS ARE NOT ACCEPTABLE. O - ~ ~
+O O O
+O ~ ~ + O +T'i ° . +W + lU + + o w
±O ~ M
O ~ +N + ~ N y + CCQC~
O + ' +O N
s + + \ ~ + . +O '
O ~ a O + + .
O +(Y} '
39' STEEL TAPERED POLE B B CONNECT ALL EQUIPMENT FO PER SPECIFICATIONS. POLE GROUND CONDUCTORS TO + ~ T +
GROUNDING LUG IN POLE +O N +ry SHALL BE MADE PLUMB WITH ~ _ l~ +r-1 . R~ ~ .0.7 ~ N + Ct+ ~ +N +N ~ ~ ~ o
LEVELING NUTS. +p ~ ° TEMPORARY CAP ALL CONDUIT ~ O +r,.r ry ' M + N o00 ~ ~
HAND HOLE WITH COVER +O +N f ~ +~,,,r O +M n'• ~
1'-6" FROM BASE OF POLE. 1 PP R N ROD +O N 5/8 x 2 CO ERWELD G OU D O O ~J . V •
4"x 6" MIN. CONNECTED TO EQUIPMENT GROUND ~ t O +O ' +~1 _
WIRE AT GROUND LUG IN POLE O + t~ • ~
DETAIL "C" iv ~ ,y +~-i + ~ ~ +N ~
+O o +O ' e
A A : O + + u'J s T ^ , O
l0 + - TIES @ 4" O.C. M (4) ANCHOR BOLTS 1.25" DIA. +O N (3) #3 +O ' . • ~ + ~ • ~
24" DIA. x 42" LONG x 6" HOOK O + ~7' ~ ~ ~ . ~
FINISH GRADE O + ° +H ~ 1 ~
. H + ~ o
• c +O o i\ rl r~ • • r a
\ \ ~r R~ N ~ \ • V ~S~ N +~1 to m
O + + ~ ~^i O .
+ ~ ~ © • 30,3 J J ayes = ~ Nb~ ~ e
+O ~ 1 _ 16 5 #5 W/8 HOOK +p o 1 sP ~ m 0 16 + ~
EQUALLY SPACED O + ~
J o z ~`~l 1" MIN. LIGHTING CONDUIT ~ 3 TIES @ 12" O.C. MAX O ~ ~ + ,y ' a o ~
+o ' +N '
VERTICAL AND HORIZONTAL +N a BARS SHALL BE FIELD TIED, 3" MINIMUM COVER TYP ~ ~ ,;'i~, ,y VAN + ~ +N +
WELDING NOT PERMITTED. O + ~ ° +H . +N
SUPPORT REINFORCEMENT IN I N z ~ M o ITS PROPER LOCATION FROM ~ O N ' u7 + o
THE FORMWORK DURING +O ' . U) +l~
CONCRETE OPERATION. +N N +~`-1
~ (4)-~5 EACH WAY ,y + ~.,,i Cv • U1
2' BELOW FROST LINE ~ 52 + ~ ~ ~ • ~ O + >
SQUARE +O +O
O ' ° ©
3 TIES AT 16" O.C. 8"x 12' MIN COPPERWELD +O ~ ~
# / ( ) p GROUND ROD CONNECTED TO O °
EQUIPMENT GROUND WIRE AT ~ +O ~ ~
4- 8 VERTICAL GROUND LUG IN POLE O ~R) ' ~ r~ O ~ REINFORCING O d
BARS PLACED INSTALLATION IN CONCRETE +O ty + 'y cV rN N +N +y ~ _ _ .
NTT PAVING REQUIRES CONTINUOUS +O QJ +N ADJACE 0 I + N N R OLTS 1 2" EXPANSION JOINT MATER AL +O C ANCHO B / O ~ ~
ALL AROUND. SEAL WITH JOINT O +O
SEALER PER SPECIFICA710NS p N CONDUIT AS REQUIRED ~O + +O ' • ~ ~ ~.1 ~
+O N ° d+ 4 +H • 30 + ~ +
p +O ~ p +
~ ~ O O ° p +O +N ~ + O '
+O O +Cf+ ' ~ +~..,.1 ~ + .
POLE-TO-BASE PLATE WELD ~ +O ~ ~ ANCHOR ' SHALL COMPLY WITH AWS + +p Cl' ~ + • + +~.,r ~ + + 10
SPECS. AT TOP AND BOTTOM BOLTS O +O ~ + tr} al +~1 +N
OF BASE PLATE O -~O ' +O O O O +N
BASE PLATE BOLT HOLE 450 + ~ ry +r? + 'k
POLE BASE PLATE AND 0'-3 3/4" \ +O ~ BOLT PATTERN PER ~ O +O ~
O I MANUFACTURER'S N N ~O ` +O ~ 3 ; O ~ o ~ +O ~
RECOMMENDATIQN o ~ ~ 1 +O ! ` O r
N N ~ O N + O N co I ''O +H N
+ (n ~ I O O I r ' ~ M
24" DIA. CONCRETE FOUNDATION ~ . O + ' LIGHT FIXTURE ORIENTATION ~ ~ , ry +O +O ~ +r~I ' ~ N ~ , ~ ~i
(SEE SITE PLAN FOR ~ + ~ ,y
ORIENTATION TO BUILDING) A +O N +O
/ O +O ' +O
w BOLT COVER TYPICAL 1~-O O +O
1 +O c-t Q + ~r--
~ ~ ;O N
i +O ' ~ z F - - ----0- ` +O ~
HANDHOLE WITH COVER REMOVED < ~ O +o _ ~ +o-- N ~
+O O ~ o BURNDY COPPER ~KPA4C - --`-Tq 0-- Q +o ~ +o ~ o ~ W
~ m GROUNDING LUG WELDED SCRULUG AND TIN PLATED +O
? TO INSIDE OF POLE NUT AND BOLT OR BURNDY +O +O ~ ,
Y a COPPER #KC20 SERVIT - O o TWO PIECE BOLT ATTACHED TO GROUNDING LUG O a o +O ~ _ ~ i ~ e-I ~ p +o - ~ -
m ~ COVER REQUIRED +O O I ~ . +O ~ Q
oM #4 GROUND CABLE ATTACHED - - ~ w ~ LOCKING WASHER TO GROUND ROD
~ p IF SUPPLIED BY NUT w
N SITE LIGHTING VENDOR
~ WA HER 5 MIN., 5.5" MAX.
LEVELING NUT S BOLT PROJECTION o (MAX 1" FROM
~ CONCRETE) BASE PLATE PER
o SPECIFICATIONS a
~ ANCHOR BOLT
0
I
a w
~ 12 1/2" ISSUED FOR: DATE: BY:
o M w z BOLT CIRCLE APP. COMM. 08/15/07 CJC
o ~ aW 6 1/'~ N N a s Rq©/ 4 REVIEW 10/31/07 CJC APP. COMM. 01/18/08 CJC
a ~ ~ a OS 0 REVIEW 03/25/08 CJC
J PC 07/03/08 CJC ENG REVIEW 07/10/08 CJC
W I
F J d
N LO
co JOB NO.
co ~TYPICAL LIGHTING POLE W~ CDW200901 E
BASE DETAIL Z~ SHEET
N.T.S.
0 EP-1.4
W~ ~a
a0

U U U ~
~ ~ ~ C~ U CJ m
f ; ~ , ~ w~.RTICAL LAMPIFLAT GLASS LENS , ~ { ~ -~v` ~ HORIZONTAL LAMS ' S 1 1 ~ ~ 1 i J I, hrvaG~ 1~ W
E , . ~ ~ - . 'ti'~''i I r ~ldt~[~ilii~ir ~i.~; t (~:~~r-~-:', 1 c~~ ;i I"~+ ~jti' ,,r~... l~ - I
. _i.~~ ~ _ 1 ~,.4.., _ . ~ ~ ~ _ ~ , . I i ( ~ _ ~ , . I ~ ~ ~ ,
+ ~ ~ . ~ r 1.~ ~u ~ ~
• HflUSING The one-piece die-farmed aluminum half-cyiindricai housing is designed for ~
- SPECIFICATIONS - ~ SPECIFICATIONS downlight only, uptight only, and combination uplight/downlight applications. Aii mounting ~
hardware is stainless steel or electrazinc plated steel o
fini had to roduce HOUSING The SH Series one lace aluminum housin is des HOUSING The FV Serles farmed aluminum hausrng Is s p p g n housing is designed to
n r w then-ti ht construction. ~ ensure Weather-ti ht construction. Continuous heliarc welds aI a clean, sharp appearance and a su es ea g r ; g heliarc welds at all seams WALL MOUNT A galvanized steel wall mourning plate easily mounts directly to a 4" ~ z octagonal ar square function box. An EPDM gasket is supplied to be instaNed between the o
d nvelo a 400 Watt Lam) and ~ ` cars door rani Avarfable m 2 srzes: Medrum (reduce e p p produce a clean sharp appearance. The bottom ac p I access door provides ease of mounting plate and function box, sealing the function box from entrance of water. The w
Reduced traduced envelope ].000 Watt Lamp). ~ ~ installation and servicing. galvanized steel universal piste allows the fixtures to securely attach to the mounting ° ~ plate, using a unique clamping device, which is lacked into place with two hex head ~ ~ ~
- . i LENSIGASKET A flat tam erect lass bens is sealed to the housin With + ~ f t im act resistan p 9 g ~ ~ LENS AND FRAME The standard lens Is la p impact resistant tempered - screws. The universe! plate ~rmits the fixture to be mounted in the uplighting or z o W w
an EPDM gasket, preventing entry of moisture and insects. Combined ' lass. The lens door frame is attached With 2 stainless steel 2 stainless steel hinges, is _ . downilghting position. ~ Q ~ °
with the vertical burn feature, the flat glass lens provides high I a • equlppedwith a spring-loaded fastener for easy access, and c !s access and ci4ses , ~ ~ y ,'d'uo"" DOOR FRAME The aiuminum pan style door frame mounts to the housing using two o o
' ~ ` performance lighting, i secure) on a oron asket reventfn entr of moisture and I>~ Y p 9 p 9, Y of moisture and insects. °~s~o~~s°« ~ ° ~ stainless steel, recessed and captive fasteners for easy access into the fixture. Acne-piece m
' ~ ; extruded silicone gasket seats the door frame agairm the housit~. The door swings open o ~ w
TOP ACCESS Is secured by four captive stainless steel fasteners and d 't the acct baked-on Flat-lensed6xturesmeetlESNA f FINISHES Frxtures are fmishe wl h a rm nose( baked-on polyester and is held in place by a wire retainer. w >
8 I s if'ieation rovldes ease of installation and servicing. _ _ tulautotfca s p ~ ~ powder finishing process to grve the fixture an exeeptronal I an exceptionally attractive ~ Q ~
appearance. The polyester #inish Withstands extreme Weath~ FINISHES Each fixture is finished with abaked-on polyester powder extreme weather change LENS/GASKET A flat clear tempered glass tlawnlight lens is sealed to tfte door with a W ~ ~
DIMENSIONS II tractive a earance, uvithout cracking or peeling, Standard and custom colors ova Frnrshtng process to grve the frxture an exceptrona y at pp DIMENSIONS lstom colors available. one-piece EPDM gasket. The diffused uptight ler~ utilizes a Soiite~ glass lens secured ° ~ with multiple lens clips and acne-piece extruded silicone gasket. An optional z = o
Standard finish colors include bronze, buff, black, platinum, white and Fixtures are equipped with ~ ~ polycarbonate lens is avaliabie on most Compact Fluorescent fixtures.
ARM MOUNT POLE TOPNroUNT REFLECTORS/DISTRIBUTION PATTERNS Fixtures are ec green. The polyester finish withstands extreme weather changes without u a olished aluminum se mented reflector available fn four di. iilable in four distribution SOCKETS HID lamp holders are glazed porceiairt, medium base. for wattages up to 17S ~ ~ ~ W
n I f ctor for available custom colors and 12 p g A A craCktng or peelrng. Co su t a y i------i 1--------f patterns with vertical ar horizontal burn lamps: Type IIt (3 lps: Type I It (3), Type U (5), watts and mogul base; 4KV pulse rated for 2S0 watt. The Compact Fiuore~ent fixtures NON Q
pinstripe decal options. ~ ~ ~ ~ e° and Perimeter Forward Throw tFP). feature cone-piece thermoplastic socket. ~ ~ ~ °
B - - --~1 O O O
_ ~ ~ I B REFLECTORSfDISTREBUTION PATTERNS The FV Series fixture fs I _ ~ ~ i ! c LIGHT SOURCES Designed to operate up to 400 Watt High ~ LIGHT S4URGES Tf~ fixture is designed to operate with Pulse-Start Metal Halide I00 Watt High Pressure ~
available in four reflector systems and distribution patterns, all with Sodium, Metal Halide, and Super Metal Halide lamps. t) ide camps. ~ Suer Metal Haiitle, Metal Halide, High Pressure Sodium and single or double Compact ~ N r w Fluorescent lamps. Lamps supplied asstandard- N ID (clear, shipped installed) and ~
vertical burn (amps: Type II t2}, Type III {3), Type V (5?, and Perimeter l I Forward Throw (FP). Reflectors are field-rotatable, enabling generous Compact Fluorescent feasted, 4100K, shipped in separate carton).
_ ~ ~ SOCKETS Glazed porcelain mogul-base sockets featnre spri A 8 C EPA flexibility in distribution patterns without fixture movement. (~T_~ ; 23° sQ. :ets feature spring-reinforced -
------1„ contacts. Rated to 60OV. BALLASTSIELEGTRIGAL C4iNP4NENTSElectrical companentsare factorymounted in ~
FVM 21518" 12 314° 211566° 2.8 ' LIGHT SOURCES Designed to operate with Ptflse-Start Metal Halide, i I l BALLAST CWA ar HPF regulating auto transformers. Avail 20° ~ housing and prewired with voltage specific lead +~uhich extend out the track of the unit ~ lsformers. Available in Metal through a rubber grommet. This grommet prevents the entry of insects, dust, and moisture
FVR 21518° 16' z5° 3.5 Super Metal Halide, Metal Halide, Metal Halide Reduced Envelope or ~ - Halide, Super Metal Halide and High Pressure Sodium. Sta ire Sodium. Starting into the fixture. The need to o~n the fixture to make siring connections fseiiminated, o
High Pressure Sodium. tam erature is -2O F for Metal Halide and -4O F for H i h F p g 4f) F for H igh Pressure tht~ making installation quick and easy. Ut listed HiD comments with high=power
factor ballastsratedfor.-20°F starting. Compact Fluorescent ballasts are Electronic o
rin -reinforced contacts. Sodium. Maximum wattage is 4OOW. SOCKETS Porcelain mogul-base socfcets with sp g Universal VoRage fI2Q-277V, 54f60Hz) or 347V (60Hz), 0'F staving. Compact ro Fluorescent fixtures with UE (Universal Electronic) voltage are available with an optional ~ ~I
MOUNTING BRACKETS BALt.AST Metal Halide, Super Metal Halide, and High Pressure Sodium KET BRACKETS Bolt On Arm; A 21/2" x 6" x 12° arm mount bl MOUNTING BRAC S n 2° arm mount bolt an bracket dimming ballast for muitipie types of controlssuch as building lighting controls and
feature ahigh-power factor CWA ballast, and are designed for -2O F operation. is sh ipped standard with this fixture. (An $ bracket is avail bracket is available for o€eupancy sensors. Battery back-up is available far UE voltage only. Battery back-up p
single and D180 configurations.} A ronnd pale plate is avail ale piste is available for starting temperature is 32' F. ~
II II It BRACKETS Arm Mount: 5112 x 21/2 x 12 length shipped standard. round poles. r~ ~ EMERGENCY ®PERATIQN Integra! emergency battery back-up option, available on m
(An 8" bracket is available for single or DI80 configurations, but must a ® Ilst Compact Fluorescent units only, is available to ensure fixtures comply with the ttfe Safety
be ordered separately from Options column of the ordering chart.) A Round Codes which require emergency lighting along the path of egress on the building's exterior
o BOLT ON ARM ~ Pale Plate tRPP) fs required far mounting to 3" - 5" round poles. a°x • r i so building occupants can exit safely.
tSee Options fn Luminafre Ordering Information.) Pofe Top: Cast aluminum BKT-WM WALL MOUNT PLATE j ~ j REFLECTORS/t1ISTRIBUTI4NPATTERHS Multiple reflector systems are available to
mounting huh conceals the Wiring compartment and mounting hardware fOR FLAT SURFACED ARhti POLE TOP MOUNT consistin of four 11116" O.D. aluminum rods for medium fixtures and 7/$" I deliver a narrow, wide ar wall wash pattern. Dov~nlight - Foruuard Throvr f FTM, FT),
( g ~ Wall Wash tWW) and Type III t3) reflectars.Uptight - Wall. Wash (WW). Up & Down
O.D. aluminum rods for large fixtures, and high-strength grade-five steel bolt with nylon insert and split lack washer for double locking.) < , r tight Combination -Forward Throw tFT) and Type l II f3) with IO% uptight.
ut ~ z
t+sceG rar wet locations' BRACKET 2-DOLT PATTERN FINISHES Each fixture is f(nished with WLS`s DuraGrip~ polyester power finishing ~ process. The DuraGrip finish withstands extreme weather cftanges without crackirx~ or ~
up & aownught combinailon peeling and is guaranteed for five full years. Standard caiorsinclur~ bronze, black, ~ o
r ~ r ! ~ ~ r~~:t 1 ~~,,`J' l i T,; ~0 N platinum plus, buff, white, green and graphite. w v
Approved By: ~a i ~ ~ ~ ,~I , r
FA TURING SINCE 1969 1~r~~'' I ~~l Project Name: M A N U C Approved By: ~ ~ , ° pECAL STRIPING WLS offers optional color-coordinated decals in 9 standard colors to ~ o ~ 3 sor w~c u~mm~s• accent the fixture. Qecals are guarar>teed for 5 years against peeling, cracking or fading. o z ~ ~ ~ e
Location: Project Name: IH A N U F A C T U R I N G SINCE 19 6! INCE X969 ~ ,~v_., o~ ~ E
P.O. Box 144519 ~ Fort Worth, TX 76185
Date: 844.633.8711 ~ Fax; 817.735.4824. wtNwr.Wlslighting.c©m Location: P.O. Box 100514 G Fort Worth, TX 76185 Approved By: ~~~~ir'V---~`~~ ~n, I 11 I 6 ' W ~ s m~ 3 th, TX 76185 o d m
Date: 800.633.8711 ~ Fax: [phone] s www.wlSli htinl 9 www.wisi'rghting.com Protect Name: ~I A U F A C T U I N C~ SINCE 19 6 9 0~ N Q~~
I.acatian:
P.tl. Bax 14fl519 ~ FnrE, Worth, TX 76185
1 I- 1.-7, ; j-~ORIZONTA~ LAMIa i ~ ~ ~JF'TICAL ~MPlFLAT GLASSLENS t` ~ i ~ ~ ~ r~ ~ T 1 date: 604.633.8711 ~ Fax: [phone] k www.wistighting.cor~
~ y ...r i V I --m. v I V ~ I ~ ~ l., ~ f ~ i ~ ~ ~ a ~ I ,i . ; i - ~t
1 J / ~
i ~ c - f ~i.. _.w7 L__I l ~ LIB I_ 1
- r FIXTURE MOUNTING - ~
FI~TURE MOUNTING ~ r ~ _ _ art ~ ~ .F-~ 7 r . ~ , CONFIGURATIONS ~ tom, I_~~~ ~'-i_:'~
CONFIGURATIONS ~ L.:=. ~
° ° , ° 90° POLE TOP SINGLE U94° D180° T90° TN124° POLE TOP 5tNGLE 090 0180 T40 TN120 Q MOUNT TN124° Q9O° r 1
MOUNT • 9.Ii~~14IAI6E O<~DERING iNFOn,i`~96~~ IQp~1 - ~ - --1
OPTICS OPTICS ~A`Il-Sll' 3 -type IU Wide . 50 pSP~iV - Poise Stall metal Halide F• Flat Clear 920V BAZ - Bnonae ~
(Dawn tight) FT - Forward Throw 70 144, 954 Watt Tempered Glass 24>iV BLIt -Black ~
° . ~ WW -Wail Wash 944 244V PSMH -Pulse Start Meta! Halide WHT • White E-+ ~ ~ 154 254 Watt 277V PLP • Platinum ~
~MI•SU NfW -Wall Wash 975a SMH - Super Memi Halide Plus ~ O ~
(Uptight] 254 254 Watt ti80V BUF • Buff W ~ ~
wet t~aUon uslsd MH -Metal Halide GRId -Green ~ a-i ~ ~
TYPE tI {2) TYPE III (31 FORWARD THROW (FP) TYPE U {5) TYPE [II t3) FORWARD THROW {FP} TYPE V (5} 5> 74, 144,1511, 975, 254 Watt GPT • Graphite n Burn. Consult factory for accurate optics. HPS - High PreSSare Sad?`um W ~ ~ W
NOTE: Based on 1000 watt MH vertical burn. Consurt factory for accurate optics. NOTE: Dared on 1000 4Vatt MH vertical burn. Consult factory i 54, 74,144, 954 Watt 0 ~ O ~
IBMI.Si)' FfM • Forward 2fr Cft -Compact Fluorescent FPC • Fiat Clear UE • lln:versa) ~ ~ ~ ~ U
ORDERING INFORMATION SELECTAPPROPR[ATECMOICEFROMEACHOOLUMNTOFORMULATEORDERCDOE.Referioeaamplebelow. ORDERING INFORMATION SELECT APPROPRIATECHO[CEFROMEACHCOLUMNTOFORMULATEORDERCODE.Refer ORDER CODE. Refer to example below. (Dawn LiQlrt~ Throw Mediumx 32 Single 24, 32, 42 Watt Polycarbonate Electronic W ~
' LUMINAIRE LAMP LIGHT LINE LUMINAIRE LUMINAIRE LAMP LIGHT LINE LUMINAIRE UMINAIRE 42 CFt2-CampactFiuarescent F•FlatClear (124.21N5iU84Hz} ~--a
PREFIX DISTRIBUTION WATTAGE SOURCE LENS VOLTAGE FINISH OPTIONS PREFIX QISTRIBUTiON WATTAGE SOURCE LENS.,. VOLTAGE FINISH OI w , Il~fsli OPTY4NS 74 Daubla26,32,42Watt Tempered Glass w N~ O ~
- ~ FVM 2 - Type I[ 250W P5MH -Pulse-start FG -Flat Glass 480V BRZ -Bronze LL -Less SH FP -Perimeter 250W MH -Petal Halide FG -Fiat Glass 48OV BRZ -Bronze RI 1-1-1 W 3RZ -Bronze RPP -Round
= 3 -Type ICI 328W Metal Halide MT - Marti Tap3 BLK -Black Lamp Forward 40OW HPS -Nigh Pressure Sodium MT • Mttlti Tap3 BLK -Black Pole Plate I•S 814-Type ill, 144 124V Q W ~ 3LK -Black PSMH - Poise Start Metal Halide F- Flat Clear W
~ o FP -Perimeter 400W 250, S20 watt TT -Tri Tape PLT -Platinum GS -Glare Throw 5MH • Su er h4etal Halide TT -Tri Tape PLT -Platinum z ~ Forward HPS -Nigh Prossure BUF -Buff Shield 3 -Type III p BtrF • Buff PlT -Platinum I.t, -less (Up & Down} 14°/a Up 154 254 Watt Tempered Glass 20BV ~ ~ O 1ttF • Buff tamp Combo. Ff94 -Forward 175a SMH -Super Meiai Halide 2440 ~ ~ 0 ~
o ~ Throw Sad,um 86K - B° Bracket 5 - Type V 81 r8T -White 881(T - 8"Bracket Throw, 949 Up 254 254 Watt 277Y N ~ O
c ~ 5 - Type V 250, 400 bVatt WHT -White RPP -Round:.... WHT -White ~ ~ MHR -Metal Halide GRN -Green pole Plate GRId -Green BI 8KT•tfd~! -wall. MH - Meml HaSde ~N Q ~ W ~ tRtd • Green Mount Plate 140,154,175,254 Watt Y1B4V Q ~ W ~
o Reduced CC -Custom B1{T-wM -Wall CC -Custom z m Envelope Color Mount prate Color CC -Custom GS • Glare HPS • High Pressure Sodium
_ 400 Watt Color Shield 140,150 Watt ~ ~
Y a MH • Metal Halide PT -pole Top 0 250 Wait SF -Single PC • Photo Cellr ~ ~
m ~ Fusing SF • Single Fusing
o ~ FVR 2 - Type IC 400w MHR -Metal Haride DF -Double w_ ~ 3 -Type III 750W Reduced Fusing DF -Double , ~
w o FP - Perimeter 1000W Enverape AS -Accent Fusing ~ .i' ~'"u~t~~ t.
~ Forward lOOO Watt Striping Throw PSMH -Purse-Start PC -Photo Can no - h!o 4puons PCI120V • Buttan•Type Photocell ~
N Metar Halide ~ 5 - Type V NO - No Options EXAMPLt: OF A TYPICAI.OROi:R PCI24BV • Button-Type Photocell P~12tlOV • Buttan•Type PhatoceR
m HPS -High Pressure o AF -Automotive Sodium) I~1277V • Button Type•Ptta~cell
w Forward r aRDER: SR-Standlhygaadz
EQ • Emarl,Nncy Quarto (separate circuit • (fiD aniyf TP • Tamper Praaf
w FAR 5 1000 MHR FG MT BRZ NO PMA • Pale Mowtt Adaptor for use with square poles
{EXAMPLE OROERI , PMAR - Pele Mount Adaptor lac use with round pales
DIM - CFA Conttal Voita4g Damming Ballast , MR11- Emergstwy MR11 tamp (~epamte circuit]
ORDER. S 3 400 MH FG T ORZ R RZ N O MR19LL• Emergency MR11 less lamp
~ {EXAMPLE ORDER? _ BB • CFt Battery Bach up
WLS ORDER: j ii~~i tl ~ _ "'i LL•Less'~arnp . ISSUED FOR: DATE: BY: L Lls~dforv+~Po~tlans(UaevnNghtl)nly) lbtedfardamplocatEons(itphghtinco~er~~~tio~son~j ~ CafarBBtlDIS APP. COMM. 08/15/07 CJC
o N NOTE: ~1L5-SH 2. FrPN dlstn~hon available v~ Compact Fluotescant fight soua.~ only, ~ • ligf~t Gaid Metallic 55 -Black REVIEW 10/31 /07 CJ C 24-ChSgsCDaiMetaliic 54•Whlte APP. COMM. 01/18/08 CJC
a - 0 1. Voltage far 750W High Pressure Sodium must be specified. 3.25aWattAvailabievdthFTdistributionanly. 94•BluciMetallic 51•DarkkRetl REVIEW 03/25/08 CJC
2. Consult Factory for international voltages. t12O, 277, 347 Valtagel NOTE: i is hi ed taudard unless otherwise s ecified. L PG factory installed and prewlred for 277V. Anernate voltages will require ~ 3. MT • Murt Tap s Pp s p 4, itotawilableonailmadels,t~nsaltfadory. 59-DadfiGreen 7tk1-Azt~SiiverMetal(ic pC 07/03/08 CJC 21-TDnm#aR~{ ENG REVIEW 07/10/08 CJC
w rewirin . (Haiti Tapconsistsa# 120U, 2O8U, 2400, and 277Y. Multi Tap ispre-wired g
J for highest voHage. Alternate voltages will require Held re-wiring.) 2. Gonsurt ractory for international voltages.1120, 277, 347 Voltage) a ~ ; t~ r~ 3. MT -Multi Tap is shipped standard unless otherwise specified.
L ! $ fe i6 i' [ 11 !'t 0't 6! t1 T i° Ad 0 r__ ___-:u- .,r,,,.._~ «r..,.: r._
11 N Approved By. U By, t~ E by 1 l VIUM IdN WHW LI UI AZUV, CVUV, LYVV, dIIU 411 V. IVIU1V I dP 1~ Ni C-WICU
00 s 00 Project Name: MANUFACTURING SINCE 1969 Approved By: ,r
CO ~CD o Location: Project Name: MANUFACTURING SINCE 19 16 SYSTEMS Dn Uan order Number ac3ription graoef'mber JOB NO. FK120V - Single Fusing_ FK120V+ PS - PDlycaibonate Shield XXK C 0 W 2 0 0 9 01 E FK277V+ SW -Surface Wiring Box x~a
z Y P.O. Box 100518 Fort Worth, TX 76185 S I N C E 1969 FK277V • Single W n QR 240V-Double Fusing 0F08,,24DnV+ SHEET
Q ry Date: 800.633.8711 Fax: 817,735.4824:! www.wislighting.com Location: FK347V - Single Fusing EX34N+
o P.O. Box 100519 Fort Worth, TX 76185 3:I Date: 800.633.8711 a Fax: [phone] E www.wlslighl forth, TX 76185 1 2 www.wislighting.com rAval leonHiDt~QUreAny. EP-1.1
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larch~ecturai.cam ~a ~o~ wept s~reec~~oro Road a3o) sus-sr~a an.
AKRON, OH 44313 's~~'S,fr,R '+1? ~ ~cahtteld, 4hia 44286 330) 859-6~_r5 Fox
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