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MADE } .t _.. - _ :' - r ' -
LL CT /SOUS TO EXIST. S. D. kL D. Lbt/ES k/2L 6E - - a... - -- -. . - - .• _ , r: a - : ...- :. - _. _z {} z .:j .. ,
- ' - -
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A E PAYMENT OF THE ESTIMATED COST BY s- _ _ 11 BY THE D /STR /CT FT R _ -. _u:
PP X. �/ 0. 00 r ._.. k _ I - $ _ 7 t
THE DEVELOPER. (A RO 50 ) 4.,
_ h ._
V # _ } _
L HA E A M/N COVER OF 36 . i ., . - ' - : � - • t .
2. kIATER MAIN SHA L V :'. :> ':a - ; 7 i t I'll ...._ :._.... :.. _� - -.. -. ._. ...- �_ -a --
E T P _ I/T FROM FRE - T _ -
T cTOR SHALL OBTAIN EAICROACHM N ! _. _ -' I r x 4 1 i
3. ON RA ---SKI 3 r : I
_.
. . _ _ - _
r THE COUNTY OF SAN D /EGO BE I � . + >_ ^�. _ . -.: . . , _ _ - :- _, __ .... , _ I _ :. � -: . --'__ _ 1, -_ . - __. - _ - - � _ _
D/5, RICT, PROCESSED THROUGH
✓ l / THE PURL /C R /GNT- OF -k/AY. � i _ s:_ $ -__ . + _ .._ _., _ - _
FORE EXCA ATA/G AJ H - _ _. s .. S� - . =
EXIT (.7L..:_:. : . - - - - t
:... : .:45. _�- ._-. _: . .: _. j_ _
/A/E CO RACT Ok/A/ER SHALL ADV /SE _ }.
A AR lNG WATER L T -_:', . _':: __ t . _. _ r-_- ; - - _ t - y - i - :,'
4 PRIOR TO k1 O - - - - - ;
C T CTORS TO OBTAIN AND REV /Ekl CURRENT SA,V .•.-.r- --_- ..,.- .:_ .. �.:. __ _ _ _ it)
P/rbSPECT/VE GYt/ RA r , Sr : - - _ _ #' T,- = # r
... _. ._.. ::. 48 l�'fy �:�_ -. �- _. .-...,tom_ .. _ _ , :.__ .._... _.. _.__,.,__ ... _. r .k ... -_-� t: -
o IsrRrcT SPEC /Ftcanovs. __ .. - - , _ - - _ r _ �:;1- .. :., _ .:
D /EGO /T WATER D s :.__ .. - _ _ ; - -tv:- _ -+-_. .. -.�__ ,: r + t- x- --r- - -r- --?- - -
w- -'
�. _.__ , >
r 4e HOURS :. 1 A :: _
SHALL NOT /FY THE D /STR /CT AT LEAS �t - - - __ . _ _ __. _. -- : - -_i _ -.t_ _ -._r i __ _ 1_ : : -,_• __
5, CONTRACTOR L ...... _ _ z t _ _. a _ _ . j i - l . -
N ,DEAR D /STR /Cr FACII-MES. ; j
PR /OR TO k/ORK/ G - :::- i J 1, . t • a a >
- _ -J
J 1 -1 I 60rrc9M B. AGI' . .. __. _ - _ -- �- 4._. _. _. � ._..._. _ .. _.: � ... � � „ .... - - -
c- -. . -1- ,. -
6. COVTRACTOF2 SHALL COORDINATE k//TH THE D/STR/Cr ANY COAXE . . - ,
- 2 t ,
_ -.. iU
_._.M_ x
/ k1 O MADE BY THE D /STRICT s tt w . .. \ _ .. _ . _ . :: _ .__.z , . -i. 1 . _ i. ` -2
J
ES THAT COMPACTION TESTS BE TAKEN k/FIERE r ,
Ill "Ill THE D /STR /CT RECJUIR _ L4 _. r I_ : _ '. c -. _ -_i _ - t - : .._ ..: x i
7 ♦. Qp R Q -i +-
THE RESULTS t�
Q �1 - I , _._ . ,
UE ARE /USIA ED /N PURL /C ROADS AN i --: -- _ :_ _ #-. , _ . _. _ - _ ) r : I-
k/ATER U S LL _- . , _. -. .l_ ' _ ._. , .._._. -• - _. - •- _ r t _
t... -- - - -�.. - -I __ �s -- _.. .I ::__ t
5Y THE COUNTY 6EFORE THE LINES ARE ACCEPTED AND . -.._._ ,. __.t ,. @ � � _ _ . _ _ � � ._ --+ �
API-ROVED t YY _ -
RETU E TO THE 4lSTRlCT OFF /CE. s �9 : {} _: ; _ . '' - ; _ . , _ _ • _ _.. _. - . -: •.
A COPY RN D , . TLC ,,_ _.. - - --' ___.. 1 -,_.. t - -: '� _, -{. i__. -. _r _ -I- - '- 1. _ . __
I
O STRUCT/OCI MEETING S/G4LL BE HELD k1/TH CONTRACTOR ± _- ; -_ _ _ I i _ _ i
8. A PRE C N _ _. _ • _. - - * - -- - :---'---! -- :- .. r - I
AND DISTRICTS FIELD INSPECTOR FRIOR TO START /NG k/ORK. - # - - -s t- t _
_ 4j I
j
_.. .: . _ ,
. ..
9 PROV /DE MA,VUAL AIR RELEASE A55EM6L /ES AT ALL H/GH F A(/TS /N : t
31 / a . -5 -
E kJATER MA /N SYSTEM. -
. � + -.__
,. _.:...... .w.a- ...:.. .;. ,i ,.. ° i 1 rY :.- v:... j - ,.-'^' :.�- -- ,_..q.. -.� - --t-7 _._.. y._._.� n•.,_t -_ • . #.,.
/O CONSTRUCT / TYPE K DOMEST /C COPPER SERVICES. (AMER/CsW __
I ::_ _..
t ;
-' . , ,
STANDARD) `' I - I' 1 �- - CONSTRUCTION OF CAP A55EMBLY -
$ - ..
p - - -
ll. CONSTRUCT 8 "�ACP CL -/50 �'} - = - -}-
_ ,. F t , -.
( - P#Q f--
. ... .- _77. i - -. _ - - - - -
__ - ,.
7
_' .. !
/Z LATERALS AND k1ATER METERS SHALL NOTINSTALLED lA/ Ac/Y . - A / „COPPER WATER SERVICE - i_
k1A
t� _ - - - -' - - - - -- - - - _ ^-
DRIVE YS _ S # E S • #4MI -Z 40 VE R T_ 1- � � i � � � �. .
_. _
t • � c L 4
t
e
/3. k1ATER METERS TO BE LOCATED ACCORDING TO S. D. kJ. D. SFEC/- -_t
_ h I __
-' '. . • ., .a.: i r _:i -_... 'ar.--Y...:_ -.-r _ ='i i _ _ - ° ' -1 -' . MAIL/ �� r .__ +'
F /GAT IONS. x i I. _- r -� � _ - _ _ -.._ _ l- 8 "ALP CLASS /i0 kJATER 1- -_1 1-1
ICIATER MAINS AND APPURTE/JAJCE5 SHALL 5E -CON- ; _ _ _ _ _ 1. _ # w_ t i
STRUCTED ACCORDING TO THE STANDARD SPECIE /CA- _
- _i'.. FIRE HYDRANT AS5EM6LY (o ")
TONS OF THE SAN D/EGUITO k/ATER DISTRICT THE _ , _ - - _ _ _ 11 _ . _._. + Y
CONTRACTOR SHALL AND HERE6Y DOES GUARANTEE s r pp _ --
I1
ALL kJORK FOR APER /OD OVE YEAR AFTER GATE - -
•
._
-t ? r VAL -
f
_,:.._:..,."_.;�::_ :, _:_,:._ - r` � . - ._._.. y __...-:». »•:.•..; ^°^ ®�� bNTAPP /NG VE RTxFL -
OF ACCEPTANCE- c... s: _ _. _... _ : . _ _ i� - . - - -f -° - °- - Y' r± '° - ._
_ -
. -. � _ _ } ,
_. __.. .. -.. __ ... - _ : .. - -
{ j
-mot 't' Li � i-
._ . _. i . • .1 _ 1 i _ _ * _
- ._ -, a _ -- ,_ "x 6 TEE R x FL ®. F V RTx FL
=_ _ .. _ _ r : _. _ - - -.. .,. _. _ J _... _ -- -. _ _ .- . _ _ - 6 T i 6 __c x -... x _
1. _ �'�-
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,, T.. .. .. ..._...:. a.. • -: - : •..._.. { _I_ _} _. a..... ,_ y : -. • ,_ ___Y � r.:...- . .. _ . F. -. I_- .I t :_�.
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_... _ __ .. _... __ t __ L_ ___ x _ __. _._._ .. _ 1_
__.,._ - _._..,_. �:_ j_.__.._:...__ .._.__.__.._..__...�._..�_..... ,v....___ _._ __ ._ _..._...._ ,.. ':. -.- ..�.��_" �TVV � it . - !�_���_ �
SEWER NOTES:
1. 'ALL WORK SHAL'. BE DONE TN' ACCORDANCE SvTTH THE STANDARD SPECIFIC. -FION FlIR
PUBLIC WORKS CONSTRUCTION, 1976 ED,TTuN, lilt 1975 SAN DIEGO STANDARD
;;YF:('1L.L PROVISIONS TO THE STAND SPEC IFICATi(_)NS F't)R i-UBLiC WORKS CONSTRI('-
TP), ",, F:DGI'TED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ANT` THI:
PO LOWING SPECIAL PROVISIONS."
2. THENCII WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE: SHOWN.
1. 1,IPl. AND BEDDING CONDITIONS.
(a) ALL PIPE SHALI, HAVE 4" MINIMUM of 3/4 INCA CRUSHED ROCK BENEATH THE
PIPE.
(b) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF' PIPE TO (6)
SIX INCHES MINIMUM ABOVE THE PIPE SHALL, BE 3'4" CRUSHED I''ICK. A.B.S.
SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADEF ARE I- 01'
GREATER.
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. S -1. PRECAST
MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 INCH COLLECTOR SYSTEMS WITH
INSPECTOR'S APPROVAL. .
5. THE Ct)NSTRUCTTON OF 4 INCH SEWER LATERAL PER SDRSD NO'S. S -13 AND S -14.
LATERALS SHALL NOT DISCHARGE DLRF.CTL1' INTO MANHOLE.
6. ALL MAINS AND LATERALS SHALL BE: CONSTRUCTED WTTH 42 INCH MINIMUM COVER.
7. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE SHOWN
:'; ORIGINAL PLANS, PRIOR TO ACCEPTANCE t.' WORK.
8. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER
IN WRITTNG PRIOR TO ACCEPTANCE•. FOR PUBLIC USE.
9. FILL AREAS MUST BE COMPACTED TO 90r, PRIOR TO PIPE INSTALLATION.
10. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN
ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT .
I1. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE
TEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR
OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BF:
DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATE-
RIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE W'THOUT EXPENSE
WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, USUAL ABUSE OR NEGLECT
EXCEPTED.
12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF TRANSPORTA-
T10N FOR ANY EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -WAY.
13. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC CO.AIJt7 TNr
CA1?VIFF 5A.Ul'rA•(101,J 171VT. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND
SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES FOR LOCATION OF
ELECTRICAL CABLES ANU GAS PIPING AND APPURTENANCES CONTACT SDG &E TEL.
235 -6323.
14. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUBMITTING A
DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER
PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZAPD OF CAVING
GROUND DURING THE. EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE
INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE
k - FEET OR MORE I14 DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION.IF THE.'
PLAN VARIES FROM THE SHORING SYSTEM STANDARbS ESTABLISHED BY THE CONSTRUC-
TION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR
STRUCTURAL ENGINEER AT THE CONTRACTORS L'•.'ENSE.
- A/STALL 8'K' 8"MECN-
AAIICAL SL EEVE x FL
5TA 4 -G4
k/ATE -R SERV /CE
(APPROX. O,)")
I
s92 I
0
- GUSTAI- L 6 "FA19PW&
VALVE RTx FL
S74. 3+ /2.35
E/„ /D /-ZUG /E = /7/. g 9
N //e5G'W
TONE -547 -CAC.
10' V G
1l'
I_, I
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CAUTION.
11/2 " H. P G.
PROJECT 5/FE
:Nr, s f
, ITA�
fF I
j�IN�,
eye_ _\
VI C 1 Nl 7-K MAP
ND SCALE,
r-5
8 r G" TEE RT,r FL i
"r3 Fu Rrx FL
.5TA. 2+-47 E/ . GRADED
DIRT /ZOAD
_/IJSTALL 6 KRT CAST l2'P /PE L 4 . 23/6
1RGIU50LIn E- A.pCAP
STA Z +1G
ST,4. 1+09 20
BRAHMS � ROAD PROPOSED M.H. #2 /.E =/67.67
CL -/50 , . L \ /'x ! BLARNEY I_N. (61,.635PW)
$ �J f
5
is / i,
r,% (-a
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CAUTION
3/4" GA5 LATEKALS
r% L% : e- eei S
L.aLa \. \,%1
T
r TIE /
34.35
N 47'32' 20'• W
V/
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i
/
99 I
�Ss,
\
is' _�',
-
`� Cl 1,
N..
6:
flve
I STA. Of 09.69
PROPOSED M.
/.E _ /G 5.92
a 1
I I
�!64r �. j`l40061 ft
SCALE : I "= 50'
EXIST PVM F
tE 1t
,,
10•
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�- EXIST "E -9 ,.
'S
IT
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DISTRICT APPROVED CHANGES_
No. Description Approved by Date
Q EXTEND MA1XU SLK 24:
- - ..._ --- - - - --
PQ RE 0CATE.fEG1E_R 0(1476f SEIPV /CE. /�
MOVE MA1V LOCA7101J TO B'FROM /0x�)
SEk/ER. I _ _
A DELETE ,;6kWER LATERAL
15 SEWER L /NE AS pU /LT
® 'SEWER LINE
EX /ST, O. E, 14 PER CARD /FF
SAN /TAT /ON AREA N0.30 (Sf/T 7
OF 24) C01-1.51-1P M. N, A'/ OVER
STA. 0 +00
SAN DIEGUITO WATER DISTRICT
APPROVED BY: __ __.
R.C.E. - D A T E - - u 1 Kam'
BENCH MARK
DESCRIPTION: AlAILlY04E RIM - ___
LOCATION: COIF AIEaTM /NSTEl? DRIVE AND LISZT AVEANE
RECD RD FROM: CARDIFF ,SAN /TD /ST• AREA A1030, SNT /50F 24 / -9 -57
ELEVATION: 14O 5B - I)ATUM: MS.L. PER AEG. STO. Dk/G M -I2
AS BUILT
L--6 -84
(`
PRIVATE CONTRACT Ic
SHED T I �] CO - U - N - TY - SAN DIEG
DEPARTMENT OOF IRANSPOROTATION S SETS
PLRNS FOR THE IMPROVEMENT OF
SEWER EXTENSION
Recommended for approval'
SUBDIVISION ENGINE ER
App`;:�� vM C °jf�>UIIT.. I-JI e�� .
s-11-6 AL 10 -4(04
7En�gnee, of work :[^ / '
a^> _" /�
R. C.E. 28479
Checked by
Approval date
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