1990-56 CS (Plans)SEEIMI NO71)M
"ALL WORK SMALL BE DONE IN ACCORDANCE WITH THE STANDARD SPEClK.ATDN
PON PUBLIC WOWS C ONS TRUCTI ON.
SEWER Q4Tt1 PROVISIONS TTA EDITION TH FO L°O
R P UBLI C - --
EX- CGiw Gt4/VSNUYc - - - -� y OOIMTAUCTION ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS ODIIMAITTIEE PROPEIITY UNE
AND THE POLLOMMNG SPECIAL PROVISIONS.'
t. TRENCH WRPH SMALL BE PER SORM NO. 84 UNLESS OTHERWISE SHOWN.
A�foPt766D 1f'4r*wE4a1Awr6��+MAI,TEQ rO &A A` I PIPE AND BEDDING CONDITIONS. EXIST. MANHOLE -� }--
SAiwl4T/Q1I mini7lT cif Mal. A/o. w_ Q(rw _ 9-0 -f7_ A. ALL POPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK ININEATH THE
/Q N /5 ° OG'Qa "E /biN' Gi' 8 "PVC �-, O POE.
P
ZQ N Tl'23Gb'w N't98Z 1- 4 Z89 - t3 / - � B. V.C.P. AND A.B.B. TRUSS PIPE BEDDING FROM IN
OM BOTTOM OF PIPE To N >D( EXIST. SEWER MA -
a:J INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVE, CRUSHED
Mir d0'EA46AI1NrANIf /IVSINE"4 EGAD A00111110GATEe NATIVE FREE-DRAINING GRANULAR MATERIAL HAVING A SAND
FQR aw i n orwil�APImuRrE911WCES SOMALEW OF 30 OR BETTER. EXIST. EDGE OF PAVEMENT
W Nom- AV. 7* d tg77 /fEC yM/Rp C. P.V.C. MID A.B.S. SOLID WA PI PE BEDDING F ROM BOTTOM OF PIPE TO (11)
+� /Ii1F3 SOLID WALLY BCE ABOVE
USED WHER I NCH
E POPE � RT CRUSHED 'nor A.LS.
GRADES AIM 1% OR PROPOSED MANHOLE _J
N710 0-1 eTN70N 3. AFTER COMPLETION OF POPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE
-���� �� .
�-, COARTNM eroR ro XA'N flFY coeAWill LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE " .)SEWER MAIN
F 34 EX. ra. RRSER - of pW1AJJ ura /r /ES A"Otf ENGINEER. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED
rO NFX[4rt0AJJ BY THE ENGINEER.
EX. i i1Cr1 PeO/SrdI � 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SORSD NO. 17. POURED IN REMOVE III, REPLACE AC PAVEMENT
ZZ LL L WS
PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT
TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 UT
KOa04 -
S41[ 1 " =qb' _ EJC CC"AC- t4XV6AJ INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL SOW LIr&W AlkVid 4WOUT
5. THE CONS TRUCTION O I NC H SE WER LATERAL PER S DRSD NO.'S S-13 AND S-14.
EX. /8 "o EUC. rAwc 12 "CARP IL THE CONSTRUCTION SMA LL OF CONCRETE CRETE WALLSPER SDRSD NO. 8-10, TYPE
259-3/-13
ExigT d0'BT6EnNrillrR�K Jil s "( A. FAR PTAlZUI K/rAUS • - 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 INCH MINI
EGRESS MUM
L __ � REMtOVE EX. 4C F�IVEMFJV74 COVER
APPURT AoAlll T r1i PER FfEPC.4CE P!•R STO. OWG Ma. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERAL ALL
NO. S SH' ,
_ PROP�EO /5'SEWERGISEAIF GfA
aM 70-dd li RL�t /D/tq/Td 20' 60 � - /0 7 BE SHOWN ON ORIGINAL PLANS, pglOR TO ACCEPTANCE TANCE OF WORK.
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t- r I / EX WaIAD FENCE 217 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT
I
I
V4 li G
E�Mryix4rS
VACIA1
_
1 - C - I I , Banlrr O/57R/Cr rtXS LL7r. tI0 8[ tR11$� p_g - ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. �OFE 4
J J N - T 5' 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
11. THE CONTRACTOR SHALL NOTIFY THE DISTAICT8 INSPECTION DEPARTMENT 48 0
" At OR/VENd1Y HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE -FOR INSPECTION OF
PROJECT. � 9 -
EX /ST r GO'EASEMEN mr /MSRESS d Celli RCK 12 CONTRACTOR SHALL OBTAIN A PERMIT PR ��23r�
OM THE CITY DEPARTMENT OF PUBLIC No. 362N
R4904 PI44L/C UT /[/TA 9 d APPI AA&WWCES WORKS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS OF WAY. o Exp. 6-1 _
N EX. 4341 "X 1444IL -S �K �� lWil TO Pi Aa2. M0. 78177IItC. 61f OW 13. - AS BUILT' DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF
ell �\ N
l E r THE WORK
\ PRARMEOP4E SIBS \ - l 1 EX. EOGE C1�AC.
B A1VEtRENr ar E
/ 14. THE CONTRACTOR SHALL AND HEREBY DOS GUARANTEE ALL WORK FOR p,
PERIOD OF ONE YEAR AFTER THE DATE OF AflCIP'TANCE OF THE WORK BY THE E
�� OWNER ANDSHALL FOR REPLACE ANY OR O SUCH WOK TOGETHER
DISPLACED SO G, THAT MAY
g EJC. TEL. iiii PROVE DEFECTIVE IN WORKMANSHIP
T adyENi,+ E SPERe�vz�r - ANa�MATERIALS NSEWTHEONEYEAR PR IVATE CONTRACT '
- - — — PERIOD FROM THE DATE OF ACCEPTANCE WTTIIgJT EXPENSE WHATSOEVER TO - -_ 1 110
- - _ 13179.bbMNFZ THE OWNER. ORDINARY WEAR AND TEMP, UNUSUAL ABUSE OR NEGLECT SHEET
,
Jif �i SoRSO 3 f EXCEPTED'
IF
1 /REMa(/FtA'I�RAIE 15. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS. THE I`^ ! ^_�' I SHEETS ��pllJ
s EX• O "PYl"PiPE/ P/�JF?1Y: EDITS' GE 'WEA'EACEMENTGR IIgpPi 4#VrQ7rOCA APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL
EX a "PVC SlIwR fX. GCJlV2 ABOVE 6Rx/NO � F I .5UrMIAW OlS7K/CT ii t �.J� zwwo :, . PUBLIC SEINER LINES INCLUDING SEINER LATERALS LOCATED IN PUBLIC RIGHT /A4 EMENr /*,NIN Rte►' � OF WAY.
DR/14 Nt4Y ArOP�SEO R5',CFFV rd4:FA rNr 6�f4A1/FO -
2�- 23/-69 - 7 _ R , � i c�x�_4liMAnaM OXS Me-r PINT �. AC ""I'
Mat. n/o aor4:D r-s-f/
PC r I � t EX. WGYJO FENCE
r� � � � Ex sEwER ur. 259- 23/ -G8 CMVr� SON /T,c1rlGW t�Tl'f/CT C I rY APPROVED CHANGES BENCH MARK EAPFAM(M VIN at emlim
CYAVniCr 4 No. De+[npnon Approved Dr Date
r C" I 1 56
dPPRO✓EO - DESCDESCRIPTION DESCRIPTION SO� CO. 6N�0.^ Q�39 / /Z" Fa'N /NCONG - -- t
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