20070776 Ver 1_Site Plan_20071002

W ~ 20'X20' PAD FOR g7ANDPIPE SEE SHEEf ----OO~~
T CO. BY OTHERS ~2., METER PIT DRAINAGE SCHEDULE
yy~ . -C~i.6- f6R-' DETNLS ~ ~2., a eou.nROS
~\r,~y POST INDICATOR VALVE Z PROFILE STRUCTURE STRUCTURE CASTING ~~RT INVERT LE # NUMBER NPE ELEVATION ELEVATION IN ELEVATION OUT ~F 1 CURB INLET 2761.95 - W=2755.60 PIPE PIPE PERCENT
W l LENGTH T SIZE/"T'YPE SLOPE
p--- 10" CLEAN OUT 4' ON CENTER _ (FEET
ON UNDERDRNN Sp ~ 2~•
54 LfT 24" STORM O 1.50% 5 4 25' 0' 25' S0' 100' ~ -2 - - - 60 HDPE 0.25 1111
~ ~ 6 ~ ~ -"ti'. 4 UTILITY- ~ ~ • j ~ ~ ~ STORM SEWER PROFlLE #5 ~ s 2 CURB INLET 2761.87 E=2755.45 N~2755.35 4 ~ 2" ..r
SCALE IN FEET 2'3 - - - 3 MANHOLE 2763.15 2754.90 2754.80 181 HDPE 0.25
BIO-BASIN C WITH GREASE INTERCEPTOR _ 2,~,~•
t ~ • ~ ; i-- ------Y EMERGENCY 10 Y~. i REFER TO ARCH/MEP PLANS EXISTING SEWER MANHOLE #10.2 4 3-16
~ ~ 6 OVERFLOW ~N O RIM=2748.6 - INV OUT=2743.0 ~ g CURB INLET 2760.40 E=2753.71 W=2753.61 20~ HDPE o.52
• ~ j . INV IN=2743.6 4 2,4,•~ _
pOM. SERVICE CURB I~R~IN TILITy- I O ~yp~ ~ O ` ` _ _ • , `'Q- ~ 16-17 - - - 17 CURB INLET 2758.15 E=2752.56 W=2752.41 212 HDPE 0.52
~O STORM SEWER PROFILE ~f4 F" CIAO ~ - 2,4,x• _
~ S s How ~ ' ? F ~,,r I R~ _2 6 ' ~ / ' THIS PROFlLE USES , ~,y ~~1Q VN ~ U s 4
ANTI-SEEP COLLARS, SEE I E WATER MAIN `~y~, S - 17-18 - 40 HDPE 4.52
DETAIL ON SHEEP C-3.3 18 ~ CO ~ ~5 ~ ,PROP. UNDERGROUND » ~ ~d~ ~ 18 CURB INLET 2757.96 E=2752.25 N=2752.25 24.,
~ ~ ~ ~sr+MU ~m"v ~ ' 4 Z 18-180 24 HDPE 0.52 ~
~ ~ ~ P m ~ ' ` , ~ ~ S i , ~ 10 TEL ~ ~ ELECTRIC F i ' ~'`E. T ~ ••.E
ELECTRICAL AND TELEPHONE . ~ ~ 4 18a ENO SECTION - - W 2852.08 24 - 0.52
SERVICE 5 ~ ~ ~ 24 C ~ E . ~ ' ~J 29 ~ ~ 3c MANHOLE 2761.48 N=2755.57 S~2755.47 ~ ~
TELCO & ~0' STUB TO SOUTH ~m 5 ~ J ~ ~ ~ 3c-3 230 HDPE 0.25
tIC EASEMENT 20.03' WTR. . F i ~ I ~ {E ~y D
EASEMENT ~j CO 3a STANDPIPE 2760.89 - 2757.00 28 ~ ' 1 a 3a-4 - - - ~ 2~~
~ ~ ~ ,,.r ~ e'~- 71 HDPE 1.57
,~OP. TELEPHONE SERVICE IN ~ M E ~ ~~w~ ~ ~ . 4 GRATE INLET 2759.40 S~27S5.88 SW~2755.78 _ 18.E
~ / 4" CONDUIT i / ~ j/ E L ~ ` ~ i T~~~
PROP. GAS SERVICE ~ SEE "INSET DETAIL" / ' I I ' • ~E ~~E 1a 4-3 DOUBLE - - - ~~`C,~ ~ . 1 b 14 GRATE INLET 2762.00 - NE~2755.10 170 HDPE 0.52
~ ~1' 1 ~ ~j STORM SEWER THIS PAGE 2 w ~ ~
m 1 y'y MP / / UTILITY - A ~ ~ ~ ~ PROFlLE #50 27 $ 14-3 - - - 80 HDPE 0.25
i 2 7.3 S ~ / ~ ~ ~ ~ STORM SEWER PROP. 1" CONDUR FOR FlR / PROTEC170N TAMPER SWITCH, ~00' NATE: ggCKFLOW PREYENTOR
-~~~r ~ ~ ,~S,E~VOE~MANHOLE#3 C i~ PROFlLE ~6 ~ 5 GRATE INLET 27S9.4t1 E=2755.22 N=2755.22 r M ~ 2 24"
RIM=2761.1 1 O PROP. S" FIRE SUPPRESSION ~ JCOCATED INSIDE BUILDING. REFER ' 5-6 - - - 1 122 HDPE 0.20
INV=UNAVAIIABLE I ~I ~ 7 LINE, 95.62' TO ARCHITECTURAL/MEP PLANS. O 6 GRATE INLET 2759.40 S=2754.98 N~2754.88 24,E
I ~ . ~ . ' d m
4~~ DOM. SERVICE F~~ ~ 3" DOMESTIC WATER g ~ S "'4~ 2 6-7 DOUBLE - - - 7 GRATE INLET 2759.40 S~2754.38 N~2754.28 131 HDPE 0.38
x~s~r°~ ER HAVE THEIR OWN SERVICE AND METER 10" PVC ROOF DRAINS, - 30"
r R MN 27 2#3 ~ UTILITY SERVICES ~~c~ 3 ~ 8 RO ILES#6aR BEHIND CURB, 88.33' TYPICAL THIS BUILDING ~~~a 2 ~-s - - - t 122 HDPE 0.22
INV=UNAVAILABLE S TELEPHONE, 77.25 ~~s
CURB CUT ELECTRIC 70.33 8 GRATE INLET 2759.10 SdcW=2754.01 Ns2753.91
-11 2 8-9 DOUBLE - - - 1 132 HDPE 0.33
~ 10' STUB T ' 'UB TO SOUTH 16 ~ WAL-MART 30" -
PRC 2 9 GRATE INLE? 2758.00 S=2753.48 N~2753.38
a. SEWER MANH0lE~1 i p~ STORM S RIM~2762.1 ~ SC# 1663-02 Waynesville, NC "'O 9-9a DOUBLE - - - 1 102 HDPE 0.37
iNV=uw~vwu~e~ i T ~ ANTI-SE RM SEWER PROFlLE ~ 2 9a I~IMIHOLE 2758.67 S~2753.00 EdcW=2753.00 38~f _ z
THIS PROFILE USES ` II ~ NOTE: 8" AMES MODEL 300 TI-SEEP COLLARS, SEE INSTALLED A BASE OF FIRE . 3oooss ro se C-176-SGL-NO '_FlRE RISER. ~ F~ _ 7'~7 M SANITARY SEWER 9a-Sand Fllter - - - HDPE 0.00 ~
ce~iTe~ - -
~ V/ VGINIL ~iHi~ vn ancci v-o.o ~ ~ , II 3 WAI IS MOUEL SEft1ES O BE INSTALLED ON POTABLE IMMEDIATELY INSIDE BUILDIN PRESSURE VACUUM BREAKE i I I CURB INSTALLED ON IRRIGATION U ATER MAIN PROFlLE ~/2 ~ ES 009 054 TO PROFlLE ~1 .x,~.~.~.. iu ~w?re inter zi~.sv s z~5s.ov N~z~~s.vo 36" - ~
18LE WATER LINE PROFILE ~0-Sand Fllter DOUBLE - - - - HDPE 0.00 ~
S SANRARY SEWER ILDING. GREASE INTERCEPTOR w
m 1 PROFlLE ~3 FAKERS TO BE REFER TO ARCH/MEP PLANS Zs i )N ONES. 26 ~ 19 MANHOLE 2756.11 E~2753.41 S=2753.41 S - fig" - o
245 HDPE 0.30
~a ~ y T ~ I WATER 20 MANHOLE 2756.64 NdeW~2752.68 S=2752.58 24•~
3 T CATCH BASIN O THIS PROFlLE USES IRRIGAnON
RIM=2761.0 O dr S 2 ANTI-SE TI-SEEP COLLARS, SEE , CLOSET, DETAIL A. g 20-21 - - 91 HDPE 0.22
urv=z~e~.~ i DETAIL EfAIL ON SHEET C-3.3 I I~ I NOTE: SITE CONTRACTOR TO CONSTRUCT ALL SITE II UTILITIES TO 5' FROM THE BUILDING. BUILDING PROP. INV = 2752.10, CONTRACTOR SHALL REFER TO~ARCHTECRTURAt.HPLANSINT. ' ' g 21 MANHOLE 2757.14 NdcE~2752.38 SW=2752.38 24~~ _
i 21-End Section - - - 54 - 1.50
~ 4" DOM. WATER :R -ciic~
~ I SERVICE c~C- CURB CUT ~ 23 MANHOLE 2756.61 E=2752.92 N=2752.92 24~~
STORM SEWER .I PROP. INV = 119.50' FOR EXACT UTILITY ENTRANCE LOCATIONS. ~ 23-24 - - - 1 114 HDPE 0.30
PROFlLE 4 i O PROP. GAS SERVICE i 2758.00, 16.00' ~ 24 MANHOLE 2757.83 S.EdcN=2752.58 W=2752.48 24~~ _
i I' SECURITY CONDUR, w
m ~ O ~I , 145.83 24-21 - - 32 HDPE 0.30 Q a
1 ~ i 25 CURB INLET 2756.40 - E=2752.60 - ~ -
EXIS11NG TELEPHONE, T~ , \ ~ I ~ 1O . F.O. 285.50' PROP. INV = 2477.83' 16 S 25-20 - -
ELECTRIC, AND GAS R~m2 0 ~ ~ ~ ~ ~ 7 HDPE 0.25 ~
ALONG SOUTH SIDE OF ~ ~ ~ ~ i ~ ~ 18d CLEAN OUT 2752.10 - W=2750.28 - ~ o" - ~
HYATf CREEK ROAD. ~ G~ - ~ . 6 O ` 6 18d-49 - 2850.28 - ~ 49 STAND PIPE 2754.00 SE=2750.28 NW=2750.28 150 HDPE 0.0
'
~ I ~ i ~ ~ END WATER MAIN PRO~IILE"'~ ~ ~ ~ A 6 - 36" -
i STA. 224+10_.85 K i 3c S O ~ 49-50 - - 56 HDPE 0.50
i O O SANRARY SEWER 6 50 END SECTION - SE s 2750.00 - _ _ _ m
i ~ 4 ~ 2 a PROFILE ~1 ~ 0 _ _ _ ~
S O / U O ~~~T • ~ - 18b GRATE INLET 2759.50 - NW~2752.55 ~ ~ ~ • ~ • ~ 6a 18b-18c END SECTION
END WATER ~ 4 - - W=2752.00 O 7 2~ MANHOLE 2759.44 - W=2749.00 110 15" HDPE 0.50 0
- 24" - ~
PROFlLE #1, ~ 4" DOM. WATE 120+22. i SERVICE a ~ o
CE~ d u ~~-T~-UT 0 S 0.00' WTR 26a-26 Sand Filter - - - ASEMENT 26 GRATE INLET 2757.85 - W=2749.00 183 2-HDPE 0.00 y 0
i 14 _STORM SEWER UT~~ - 24" -
20 STORM SEWE PROFILE ~1 SEWER CURB ~ OPROFlLE ~1a ~ 2 7 26-27 Sand Filter - - - 0 27 MANHOLE 2756.35 E~2749.00 NW=2745.18
O 7 UT~UT~~.. ~ 183 2-HDPE 0.00 ~ m
CH BASIN i ~~A~ WATER MAI ~ ~1b CUT M Q STORM SEWER 2 MAIN PROFILE #1 O ~~~T~UT ~~~~iTr'~!i ~VL' - 36" -
2766.0 EASEMENT INV=2762.8 STANDPIPE ~ ~ O PROFlLE ~1 Q ~ 27-28 WQR - - 75 HDPE 0.19
I S I 8 OUTLOTS SHALL SEE SHEEP C-3.7 ~ THIS FOR DETAILS ANTI-SEEP fH1S PROFILE USES ~ Q O O MANHOLE
'SEEP COLLARS, SEE PROP. TELEPHONE SERVICE IN I III 28 CURB INLET 2754.63 SE=2745.06 SW=2745.06 - 36" -
OS DETAIL ON _ ON SHEET C-3.3 O 4" CONDUIT
810-BASIN A WRH 6 O ~ ~ ~ ~ I ~ 7 28-29 - - - 31 HDPE 0.19
EMERGENCY 10 I~ ~ ~ 7 29 END SECTION - E 2745.00
HAVE THEIR OWN YR. OVERFLOW ~ O CURB CUT
CATCH BASIN UTILIN SERVICES O o ----o o o STORM SEWER PROFlLE ~2 FI T C-3.1 FOR 9a z o„
RIM=2766.0 INV=2762.8 t~ w
O SAND SANITARY SEWER SCHEDULE ~a o
III I I I ~ TOP OF PIP FILTER A III I I ~ ~ STRUCTURE STRUCTURE ~.nN~ INVERT INVERT (LN O I I ~y I I ~ NUMBER NPE ELEVATION ELEVATION IN ELEVATION OUT tFE -I PIPE ~ p W
J O SEE SHEEP C- STING SANITARY UTILITY TRENCH PIPE PERCENT o z LENGTH ~ Q
EXISTING 'ENCH TYPICALS THIS PROFILE USES ANTI-SEEP SIZE/"TYPE SLOPE ~F'EET~ ~ p ~ w
~ CATCH BASIN RIM=2768.5 CLEAN OUT AND SCHEMATI 4NDON EXISTING O :MATICS. COLLARS, SEE DETAIL ON SHEEP III I I I I' 6 MANHOLE 2760.67 W 2750.74 N a 2750.64 - o z ~ - - C.~ N
C-3.3 8 • p (n U c~ E
INV=2764.3 i ABANDO II , SANITAR O`J ' f I 6-7 - - - 35 I 7 MANHOLE 2760.82 S ~ 2748.13 NE 2748.03 - ' PVC SDR-35 0.719 Z a 352 Q cn x m • ~
VITARY SEWER C0 ~ O O 0 O O O ~w o$~`~' ao 8 ~J
i ~ 7-8 o z ~ ~ ~ Zp d.~cVLL.
I 11 I ~ 8 MANHOLE 2760.16 SE ~ 2747.19 W 2747.09 112 PVC SDR-35 0.71 ~ _ 8~~ _
~ N
i ~ G G-te i IM- 68.8 m \ O III ABANDON EXISTING 8-9 - - - 29 e u~~~un~ r A7G0 ~ ~ r - • n~ u - nom.. s~ 29g' PVC SDR-35 0.719L
V 2 85.1 \ - - - ~8" MFTFR PIT
i ``!i ' ' ' e
_ ~ ~ CATCH IN ~ RIM=27 _ 3 Btt~i S. 9-10 ~.;,o.,. ~ a.r.a. n c.~..a. 76 76' PVC SOR-35 0.71 R
~ INV=27 - _ B ~ ~ J/ f0 MANHOLE 2758.54 S ~ 2744.33 W 2744.23 - _ e.. _
I '3~ E E_.~ 3 3 N.C. ~ RIMs2769. J.C.S 10-IX. MH - E ~ 2743.80 - gg 10.2 gg' PVC SDR-35 0.71 X ~
o.~. • E Q y°
a
~n ENV=2~6~.8 ~-'N E-----. E
RIM=2770.2 INV=2768.4 F\ ~ S S UTILITY LOADS ~ ~
rn F STORE FIRE PROTECTION POTABL REQUIREMENTS REQUIR )TABLE WATER Z V
F EQUIREMENTS
THE HOME DEPOT 2250 GPM ~ 50 PSI 75 GPM iGPM•40PSI ~
\ F FORMER WAL-MARE SUPERCENTER 1600 GPM 0 47 PSI 120 GPM
F E ~ c" ~ PO ~ GPM • 45 PSI ~ ~ w Z
E E E E E 3 3 3 3 3 3 E~~ E E ~E E E E E E E E E E E P E E E E E r wo
SIG -E E E E E E E E E E E ~ S\ CONTRACTOR SHALL CONTACT NC MATCH EXISTING 'Y ~ c~ w ~
3 _.____3 3 E 1. ALi. FlLL MATERUIL IS TO BE IN PlJ4CE, AND COMPACTED BEFORE INSTALLATION ~ ~~TOR IS RESPONSI6LE FO OF PROPOSED UTIUIIES. CERTIFlCATIONS REQUIRED BY CO 2. CONTRACTOR SHALL NOTIFY THE UTILRY AUTHORITIES INSPECTORS 72 HOURS TM~S ANO THE FlNAL CONNECTION BEFORE CONNECTING TO ANY EXISTING UNE. p,A1(S PRIOR TO STORE POSSESSI 3. SANRARY SEINER PIPE SHALL 8E AS FOLLOWS: 8" PVC SDR35 PER ASTM D ~ 8. CONTRAiCTOR SW1L1. COORDINATE 3034, FOR PIPES LESS THAN 12' DEEP 6" PVC SDR26 PER AS`TM D 3034. INSTALLATION REQUIREMENTS ANA ONE-CALL CENTER C~ PROP. GAS BOTTOM OF DRCH ; LEGEN ~ 1" CURB STOP do BOX i SEND ~ ~ z aZ~ ~oz
ALE FOR l1ll. NECESSARY INSPEC110NS AND/OR ~ ~ 1-800-632-4949 FOR LOCATION OF SERVICE ~ /yy DESCRIPTION EXIS FOR WATER SERVICE C ~e~ ~ ~ BLOCK BUILDING EXISTING PROPOSED Q ~ d• ~ ~
3Y CODES AND/OR UTILITY SERVICE COMPANIES. ALL UTILITIES, AT LEAST 72 HOURS
ECTIONS OF THE SERVICE SW41.1 BE COMPI.E~ED 30 ~ ~ SESSION. PRIOR TO BEGINNING CONSTRUCTION. 1" TYPE K COPPER ~ ~ TO CURB AND GUTTER W~x ~,o
MNATE WRH ALL UTILITY COMPANIES FOR S \ ~ WATER SERVICE ~ w ~ i ~~o o~
J 4. WATER ONES SHALT. BE PER SPECIFlCATION SEC110N 02510-WATER 19. UTILITIES SHOWN AS D(ISTING IN S ANA SPECIFlCATIONS. ~ ~ ~ ~b N~ PROPERTY LINE Q PROPERN EASEMENT ~ ~ w
DISTRIBUTION ON SHEET C-3.9. THE ROADWAYS THEMSELVES ARE NG IN PUBLIC R/W (WATER. SEWER. STORM) AND ~ ~ CRIM=277~2i0 ~ OUTLOTS SHALL A ~1 O ~~H
Z ~ 5. MINIMUM TRENCH WIDTH SHALL 8E 2 FEET. INFRASTRUCTURE IS PROPOSED T o v 6. ALL WATER JOINTS ARE TO 8E MECFUWICAL JOINTS WITH THRUST BLOCKING AS MpY NOT AI.L BE COMPLETED AT 5 ARE NOT CONSTRUCTED AS OF THIS DATE. THIS ti~ SKI iNV=2~~o.s S SED TO 8E BUILT AS SHOWN (BY OTHERS) BUT ~ ~ MANHOLE S 3s, HAVE THEIR OWN PROP. 2" CONDUIT FOR G G A~~ ~ i
ED AT TIME OF WAL-MARt"S CONSTRUCTION. s~ RIM=2772.4 ~ \ ` UTILITY SERVICES , i S . GAS MAIN c
CALLED OUT IN SPECIFlCATIONS. ~ 20. PRECAST STRUCTURES MAY BE U ~ ~ 7. ALL UTIUTIE'S SHOULD BE KEPT TEN (10) APART (PARALLEL) OR WHEN DRAWINGS FOR REVIEW/APPROVAL. BE USED AT COMRACTORS OPT10N. SUBMR SHOP .v ~f ~NVa~ ~ ~5,~~ FUTURE FORCE MAIN OVERHEAD ELECTRIC e E E ~ d w~
'RONAi..
CROSSING 24" VERTICAL CLF~RANCE (OUTSIDE EDGE OF PIPE TO OU151DE 21. STORM PIPE SHALL BE PER SPEC Z v EDGE OF PIPE). ON SHEET C-3.9. Z SPECIFlCATION SECTION 02630-STORM DRAINAGE \ \ ` `NT (T ~ ` TELCO 'a-~ ~ UNDERGROUND ELECTRIC u INSET DETAIL -uE -UE ~ ~ ~ ~
o ~ 8. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3'-0" COVER ON ALL 22• EXISTING STRUCTURES TO BE RE o WATERLINES. BE CLEANED OUT TO REMOVE 111.E BE REPAIRED AS NEEDED MID EXI5TING PIPES TO ' Q. ~ `y'N ~ 1" CORP VALVE & SERVICE UNDERGROUND TELEPHONE ~ N.T.S. STORM SEWER P ~ ~ w -uT -UT ~ ~ z
NE 111.E SILT ANO DEBRIS. F TAP FOR WATER ~ ~ y' \ \~qYN~ SERVICE TO
°D ~ 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANRARY ONES, ~23. IF ANY EXISTING STRUCTURES TO 'E.S TO REMNN ARE DAMA~CED DURING CONSTRUCTION c S~~ EXISTING
o R SHALL BE THE CONTRACTORS ~ o STORM LINES AND GAS LINE'S (EXIS7'!NG ANO PROPOSED). THE SANITARY LINE TORS RESPONSIBILITY TO REPAIR AND/OR REPLACE ~~F ~ ~
SHALL 8E DUCTILE IRON PIPE WITH MECW4NICAL JOINTS AT LEAST 10 FEET ON 7'HE EXISTING STRUCTURE AS NEC ~S NECESSARY TO RETURN IT TO D(ISTING ~ ~O ce A W
~ ° 80TH SIDE'S OF CROSSING. THE WATERLINE SHALL HAVE MECHANICAL JOINTS 24. ~ STS CIS PIPE ENTERING STRU ~ WITH APPROPRUTE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM ~JNECTION AT STRUCTURE IS W N OF 24" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 25. ALL STORM SEWER MANHOLES IN STRUCTURES SHALL 8E GROUTED TO ASSURE O NOT USED. ~ ~ ~ ~ O o
IS WATERTIGHT. g~~ 62? SQ~P~t P~~\~G P~~ • ~ IRRIG CLOSET ~T RM MANHOLEm P SANITARY SEWER S~(~~~, -w- ~ o-as.25 t o ~~TARY MANHOLE 5~~~~~,E~~~S -iw---So-as.~5 20 SANRARY CLEANOUT ~ ~
.ES IN PAVED AREAS SHALL BE FUISH WITH O 3" DO~AES71C WATERLINE ENTRY WITH METER PER WAYNESVILLE PUBLIC WORKS E TRAFFlC 8FJIRING RING de COVERS. MANHOLES IN REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTAWNG AN1f ~ ~
~ 10. UNESA UNDERGROUND HA I. BE INSTALLED. INSPECTED AND APPROVED BEFORE PAVEMENT, AND SHALL HAVE ~TRA ~ UNPAVED AREAS SHALL 8E 6 A ~c BACKFlWNG. "STORM SEWER". 6" ABOVE FlNISH GRADE. LIDS SW4L.L BE LABELED APPURTENANCES ON THE DOMESTIC LINE SUCH AS GATE VALVES, ETC., WHICH MAY ~ ~ o
BE REQUIRED. CONTRACTOR TO C~ROINATE WITH CITY OF WAYNESVILLE PUBLIC
W 11. TOPS OF EXISTING MANHOLES SHALL 8E RIUSED AS NECESSARY TO 8E FLUSH 26. ALL. STORM STRUCTURES SHALL F ~ WRH PROPOSED PAVEMENT EL~1/ATIONS, AND TO BE ONE FOOT ABOVE INVERT FROM INVERT IN TO INVER o FlNISHED GROUND ELE1/ATIONS WITH WATER TIGHT LIDS. HALL HNVE A SMOOTH UNIFORM POURED MORTAR WORKS DEPARTMENT.
~ ~ O SPRINKLER ENT'R'Y. CONTRACTOR SHALL 8E REQUIRED TO INSTALL ANY ~ ~ °co
n 12. ALL CONCRETE FOR ENCASEMENT'S SMALL HAVE A MINIb1UM 28 UAY APPURTENANCES ON THE SPRINKLER LINE SUCH AS. BUT NOT LIMBED T0, CHECK K 60 C` G ~P~O -iw- ~ 0-47.25 ~ a GUY ANCHOR °c GUY POLE ° NPR WATER MAIN P~ ~ FiRE HYDRANT ~o WATER VALVE L_.i POWER POLE ELECTRIC OUTLET ~ / IRRIGATONAUTILITY ENTRY ELECTRIC MANHOLE/METER \ ~ SIGN
~ COMPRESSION STRENGTH AT 3000 P.S.I. VALVE. GATE VALVES. ETC., MEETING WATER COMPANY SPECIFlCATIONS. z
0 13. EXISTING U11U11ES SHALL. BE VERIFlED IN FlELD PRIOR TO INSTALLATION OF ANY NEW LINES. UTILITY LEGEND ~J PROPOSED FlRE HYDRANT ANA ASSEMBLY TYPICAL AS INDICATED. OAP W U
14. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL Ul'IUTIES. ~ ~O`
~ 15. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFlCATIONS OF THE O 6" SANRAR'Y SEWER LATERAL AT ~ LOCAL AUTHORRIES (ANY CITY) WITH REGARDS TO MATERIALS AND INSTALLATION ~L AT MINIMUM 1.Ox SLOPE. OK REMOTE GARDEN CENTER UTILITIES PIPE 80LLARD. SEE D~AIL SHEET.
I~ ~ ISSUED FOR: DATE: BY: O
c~ OF THE WATER AND SEWER ONES. O GAS EN1'R1r WffN C~11S METER. CO ,,0 16. THE CONTRACTOR IS SPECIFlCAI..LY CAUTIONED THAT THE LOCATION AND/OR ~~D PROTECTION AT METER. R. CONTRACTOR RESPONSIBLE FOR INSTALLING PIPE O ALL PULL 80XES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFlC SW4LL 8E ETER. CONTRACTOR SHALL COORDINATE MATH GAS COMPANY "H-20" LOAD RATED. THE TYPICAL PULL BOX SIZE WILL BE 18" X 24" 24". 8E N ONE 2" CONDUIT SHALL BE GARCON TYPE "DB" DIRECT BURIAL TELEPHONE DUCT ~ PC Review 10/10/06 CJC ~
O OR SCHEDULE 40 PVC. INSTALL GAI.YANIZED PULL WIRE OR PURPLE gY PROP'YLPOLYETHYI.ENE ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS. THE BD of Adjust 10/31 /06 CJC w Permit 11/03/06 CJC J
N ~ ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON F4R TYING OF INDMDUAi. ME1ER. a RECORDS OF THE VARIOUS UTILITY COMPANIES, /WD WHERE POSSIBLE.. O CONTRACTOR IS RESPONSIBLE FOR DEEPER BOXES MAY BE REQUIRED WHEN THE CONDUIT ALIGNMENT IS AFFECTED BY ~~g MINIMUM BURIAL DEPTH SHALL 8E 24". INSTALL AN ORANGE DETECTABLE HAZARD ~ Permit 12j05/06 CJC ~
a MEASUREMENTS TAKEN IN THE FlELD. THE INFORMATION IS NOT TO BE RELIED INSTALLATION OF GAS SERVICE UN ~ ON AS BEING DG4CT OR COMPLETE. THE CONTRACTOR MUST CALL. THE LE FOR COORDINATION WRH GAS COMPANY REGARDING THE ~T~~ ~E PULL BOX SHALL 8E INSTALLED PER THE MANUFACTURER'S ICE LINE. SPECIFlCATION WITH A CONCRETE COLLAR AND A MINIMUM OF 8" OF GRAVEL TAPE WRH INTEGRAL "BURIED CABLE " WORDING , 12" ABOVE CONDOR. THE 2" u~ CONNECT 2" ~ Permit 01/11/07 CJC ~
COMPACTED PER PROJECT SPECIFlCATIONS. IF USING A BULL BOX TO CHANGE CAMERA CONDOR SHALL 8E SEPARATE FROM THE 480 VAC LIGHT FlXTURE POWER BY FM TO EXISTING Permit 02/16/07 CJC W Permit 04/11/07 CJC Z
N ~ APPROPRWTE U11UTY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION OD PVC CONDOR FOR TAMPER SW TO REQUEST EXACT FlELD LOCATION OF UTILRIES. R SFUILL BE THE 'ER SWRCH. DIRECTION THE MINIMUM 80X SIZE SHALL BE 48"X48" X 24" PRE-CAST A DMDER PLACED IN THE LIGHT POLE BASE JUNC110N 80XES. SANITARY ~ ~ Permit 04/30/07 CJC Q
s ~ RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTiL.I11ES O PROPOSED LOCATION OF TRANSFO c°•~ WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. LOCATION NVD SIZE WITH POWER w ~ cWe~ i ac Q~canuc~a~ c cno iNCr CONCRETE WITH SEPARATE MANHOLE UD AND COLLAR. ALL CHANGES IN DIRECTION OF THE CONDOR SHALL UTILIZE STANDARD SWEEPS WRH o \ p_ /jam' 10 2" IRRIGATION WATER ENTRY QS ~S Construction O6 01 07 CJC
!ANSFORMER PAD. CONTRACTOR TO VERIFY EXACT O ONE 4" CONDOR SHALL BE CARLON TYPE "DB" DIRECT BURIAL TELEPHONE DUCT OWER COMPANY PRIOR TO INSTALLATION. CONTRACTOR OR SCHEDULE 40 P'V~C. INSTALL GALVANIZED PULL WIRE OR PURPLE ACT A MINIMUM BENDING RADIUS LISTED IN THE NEC. NO MORE THAN (2) 90-DEGREE _ BENDS WILL 8E ALLOWED BEtWEEN PUWNG POINTS. OR A TOTAL OF 1 SO DEGREES
o iNCrs~ ~ er~nu nc ~n~~orre oen ~nun~ ~~r sin o~or - - - - - - - - - - - - - - - - - - oncr/eni i eon JOB N0.
err rr 9 wv ve 14vlv~r. I ve • ~I'vv IF a ~ BOLLARDS AS REQUIRED BY THE E ~l • ^W. ~lw^w%fll "•w t'KVrTLF'VLTtIFiTLtNt KVt't WITH A MINIMUM FULLING TEN510N OF 100 POUNDS. THE ELECTRIC COMPANY. CONTRACTOR SHALL COORDINATE THE MINIMUM BURIAL DEPTH SHALL BE 24 . INSTALL AN ORANGE DETECTABLE 5• COMBINED IN SEVERAL BENDS. PULL BOXES SHALL BE LOCATED EVERY 400 FEET r JI tl d
Q ~ SAID WORK WITH THE ELECTRIC CC IRIC COMPANY. FINAL LOCATION OF TRANSFORMER AND HAZARD TAPE WITH INTEGRAL "BURIED CABLE" WORDING, 12" ABOVE CONDUIT. UNLESS THE COMBINED TOTAL OF BENDS REQUIRE ADDITIONAL BOXES.
BOLLARD CANNOT CONFLICT WITH W 3 O UNDERGROUND TELEPHONE FROM WITH TRUCK ACCESS TO DOCK DOOR. ~~j / 2WATER TO YARD HYDRANT LIGHT POST 2" IW FROM STORE TO LAWN XE ~ SHEET ~
FROM POLE TO BUILDING TO BE EXTENDED BY TELEPHONE E
a COMPANY. CONDUIT BY CQNTRACT a ITRACTOR/WIRE BY UTIL CO. H IRRIGATION TELEPHONE PEDESTAL - yyy C-3.0
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