S-79-9.1-9.2i
:oe�eae�e�e� PROR LE
SCALE
0 PLAN
CURVE DATA •
O •
r
N
e
c
REVISIONS
NO DATE DESCRIPTION
_aa
q
o L°
r
qe
to
• 80• _
NAT. GROUND
• 2 1'/i: ! _SLOPE
- -
1/4" PER Ft 2%
: _T0,20
- = 3 1 15
3 "A. C. O ✓ER 6 "A.0 w /M. C. 70 PRIME COAT
29022 SF.
TYPE C -6 CURB ¢'GOTT a (6 "Cf)
LOGO I-F
4"P-lL. '1_A,t1,01,vS
3,160 $F.
CROSS GUTTER ( /,(/CL. CURB oNG P'j
4 080 _5F
6 "PC.C. pR /IiEWAY ( 16',W1,0C)
2,734 SF.
STREET A/AAIE S /GA/
Q Eq
ST.2EET 416A7S (7,0001-U)
4 EA
,QED WOOD //FADER
304 L.f
REwOVE EA' /ST. PAVEMENT
13,829 SF.
RE.tif01/E EE /ST. 4W)W 144DS
20 LF.
COA/C. BLOCK WALL 6'N /GN
195 LF
11,16TALL REFLECTOY PADDLE b0A¢DS
G EA
SEW6e AWWA/f/OL E
3 EA
8"KC. R
600 Lf
6 "I/. C. R ."/OUSE LATEPAL
6 65 L•F.
COA/C. ENCASEiL1ENT
75 LF.
SHEET 0201v MANHOLE
/ EA.
6 "R.C.P. W.4 r&_47 A?.4 /A/ CL. 150
26.0 LF
F /0,157 1,'Y0;�PA.VT (4- 0WRLETE Wle,V.) AS PE -9 5 r DWG. 5
- 3 ER
510imrxFesf! BOXES
24 EA
WATE,Q SEev /CE
24 EA.
6 "900E4L (21A1G -T1TE BY F14AIGE)
-1 EA
6 " GATE VAL vF
I EA.
8" FLAUGED CROO
I EA,
8" GATE VALVE
5 EA.
8" A.C. WATER MAIM G.L 150
I n LF
8" GLOW -OFF PEE 4TD. DWG.A"i
_ 1 EA.
RIP- QAP WTNICK)
ILO S.E
RELOCATE E %1ST. CIIAIN LINT FENCE
330 L.F.
I. ALL WORK SHALL CONFORM TO THE CITY OF COSTA MESA.5TANDARDS AND SHALL MEET THE APPROVAL
OF THE CITY ENGINEER.
2. ALL STREET STATION ING REFERS TO THE CENTERLINE OF THE STREET
3 PA VING AND BASE SECTIONS LIST4,19 ZN THE QUANTITY ESTIMA TEARE FOR BIDDING PURPOSES
ONLY AND ARE SUBJECT TO REVISION UPON RECEIPT OFSOIL 9 TEST.
4. CURB DATA REFERS M FACE OF CURB.
.5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE W /THTII£ STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, 1973 EDITION.
6. CONTRACTOR SHALL OBTAIN A PERMIT AND REQUEST INSPECTION FROM CITYENGINEER/NG DEPARTMENT
70 BE MADE 48 HOURS INADVANCEOFPERFORMING WORK. TELEPHONE : 556 -5323.
7. THEAMOUNTOFASPHALTB /NDERTOBE MIXED WITH THE M/AIERAL AGGREGATE SHALL BE 5.67• {BY
DRY WEIGHT. THE EXACTAMOUNT WILL BE DETERMINED BY THE CITY ENGINEER.
B, ME CITY OF COSTA MESA WILL PAY FOR THE INITIAL 601L AND MATERIALS TEST. ANY SUBSEQUENT SOIL
AND MATERIALS TESTS DEEMED NECESSARYOUE70TIIEFAILUREOFT11E INITIAL TESTS WILL BE AT
THE CONTRACTORS EXPENSE.
9. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED THE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED
TO PROPERTY LINE PER CITY OF COSTA MESA STANDARD PLANS. LOCATION,TYPEANO W /DTHARETOBE_ --
APPROVED BY THE CITY ENGINEER.
l0. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO ANY SURFACE WORK /N7NEPUBL/CR/GHT-OF-
WAY. _ _
H. STREETLIGHTS TO BE /NSTALLEDPER CITY OF COSTA MESA STD•DWSWR701,7HERAIALLOCA770AIS
SUBJECT TO CITY ENGINEERS APPROVAL
12. STREETNAME SIGNS TO BE INSTAL LED BACK OFCURB OR ON BRACKET MOUNTED STREET L/GKT
POLE, PER CITY OF COSTA MESA STD. DWG.N_ e06.
13 STAMP °S "ON CURB AT ALL SEWER LATERAL LOCATIONS.
i�
- 44 . ANY CITY BENCH MARK, MONUMENT OR TIES DESTROYED OR DISTURBED DURING CONSTRUCTION
SHALL BE REPLACED. ANY CHANGE IN LOCATION OR ELEVATIONS SHALL BE REPORTED TO THE CITY
ENGINEER BYA LICENSED SURVEYOR ON 8 112 "X /I "LOOSE LEAF (ONES/DE ONLY) SHOWING LOCATION
AND TIES OR LEVEL RUN.
15 PROTECTALLEXIST /NGUTILITIESINPLACE-
-
16 CONTRACTOR SHALL FURNISH AND 1IVSTALL ALL SIGNS, LIGHTS, BARRICA DES, 4 OTHER
TRAFF /C CONTROL OR WARNING DEVICES, INCLUDIN6 FLA644FA1, AS MAY SE REmmeED BY
` T//E EA/61NFER. ALL ITEMS MENTIONED SHALL BE /N CONFORMANCE W/TH THE CURRENT
REQUIREMENTS AS SPECIFIED IN THE LATEST EDIT /ON OF THE "CONSTiQUCT10N SAFETY
ORDER5 "FA/LUR?E TO DO _sow /LL BEC /TED UND6P APPLICABLE SEC, OF THE C. VC 4
CORRECTIVE COSTS TO THE CITY WILL BE 01AR6ED.
EWER NOTES
TRE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SAA/ITARY D 1S7,Y 1CZ
1
- 2. G "YCP / OUSE CONNECTIOA/S SH A LL BE CONS TRUCTEO FROM TH 6 SEWER M A /AI TO 7HE
- - - PROPEAW,vLINE FA2EACf/LOT.
- = TYPICAL SECTION THEDEYELOPEPSHALL NTRgCTORWIrlIAf3 'OTPLANINDICAT /A/4 THE
$ FURNISH THE SEWEe CO
- = QECi9AfMENDED LOCA7 10AIS OF TIE HOUSE CONA/ECTION FOR EACH LOT PRIOR? TO SEwEP
GLEN CIRCLE MA /N CONSTRUCTION.
_ ALL DRIVE APP20AfW LOCATIO1.16 TO 6E
VERIFIED by TEACT 5UFEEWTEUVENT A MANHOLES SHALL BEBRICLK 0RPRECA57C0NCRETEASM4N41FACTURED81VASSOCIATED
RAID CUT THE tO115VEflCTIOM OF CUED S CTS INC. DR APPROVED EQUAL.
CONCRETE PRODUCTS
- . SEWER MANHOLE FRAA4E6• COVER SHALL BEAL14AA48 Q4 FOIIA/DARYA -1270 0R.4AAe41WV
-- -_. r _ -
-_ ALL F F/
EQUA(„t -
_
6. AL .EWER MANIOLEF.PAMES �COVE.PS SHALL BELE T 6'BELOW N /SHED 4RADE.
2 3 \ 7 A L L SEWER HOUSE CONNECTIONS SHALL BE PLACED AeA0R TO SURFACING OF STREETS.
1 B. THE SEWER CONTRACTORSHALL RAISE THE MANHOLE FRAME4e C04ER TO FU/1S1{ 6124,0E
AFTER STREET SURFACIN4 IS COMPLETED.
CONSTRUCTION NOTES \ 9. CLAY PIPE dOIN1-5 SHALL BE MECHANICAL COMPRE5510N1101NT5, "WED6E- LOCK, -SPEED -
a-- COAST. 3- A. C. OVEQ6A .8(AIIM)WIHC70PRIMECOAT�SS-I SEALCLWT SEAL MA /NL /NE "OR APPROVED EQUAL. /N NO CASE WILL dOIA/TlN4 MATER /AL US /N6 NEAT
2�-�- conlsr TYPE °c 6 "CURB45UrrER PER C. C,A1,oWG. W2 302 PORTLAND CEMENT 440RTA.P bR GROUT BE PE,QA9/TED,
3 C• ON574" P. C. C. SIDEWAL I,� PER CC. MDWO..t/_°401f403
CONS T. STD• MANF/OLEPER SA41174RSIDI5T. STR }, l0. STAMP "S•' ON CURB AT SEWER LATERAL LOCATIONS,
CONS T 6' A.C. P. WATER? MA /N PE2 WATEPOLST. 5TD.
10 INSTALL FIRE HYDR,4NT PE,PWATER DIST. STO.NQ5'• �• 11. COAITRACTOR SHALL REQUEST INSPECT /ON FROA1 TIE OFF /cE OFTHE NrTARY piSTP/GT
t4 _SAWCUT � REMOVE EXIST. PAVEMEwr CAJ61AIFeR 24 HOU.eS P•2/0,2 TO COMMENCEMENTOFWOR� TEL. 556 5400
-JOIN FEATHER OVER TO SATISFACT /O/ OFENG /A/EER 12. PERMITSQEQU /RED SHALL BEOBTAINED FROM THESTREETDEPA,2T1PMcWr, 77FA10DRIVE
15 1AISTALL REDWOOD HEADER? 2 "X 6 "
T 11 II INSTALL (700OLU) STREET LIGHT PER C.CN.OW6.Ng 70! ` COSTA MESA, PRIOR TO STRA?T OF COA/5TB!/CT /ON.
CANYON DRIVE 19, CDNST. 6 "V.C.P.SEIVEe LdiEQAL to tVOeK UOT DOME IN TAE PRESEUCE OF THE D15TEICT4 AUSFECTOE K 50D.IRT TO 2ElECTIOAI
SEE SHEET NO. ,2 _ o-COOT.6 "DLL DRO OPEN eU T9 I I I
FEE St'D. DIM, 543
so WATER NOTES
Lk, I�
+ CA
X10
FN. 1 CONTRACTOR TO HAVE ON JOB -SITE COPY OF 1974 STANDAR?D SPEC.ONSITE ATALL T/ME5.
¢ 23 10 s' "r 7 2. 48HOUR3 AIOTICETO BEGIVEN PRIOR TO CONSTRUCT /0N. (714) 556 -5210.
�esako FH' 3. BOND TO BE POSTED AT COMPLET /ON OFPROdECTFOR 10 H '% OF TOE ACTUAL CNT OF WATER FACILME6.
Q TO BE HELD ONE YEAR.
2 2 11 G �I� �' 4. ALL WORK TO CONFORM M TIE 57AN22ARD SPECS. OF THECOSTA MESA COUNTY W47.6 -R
D167RICT REVISED EDI T /ON I9 74. !
x w C) @ W I
22k ! M F R 1 r
5 REQUIREp SEPE,PAT /ON BETWEEN WATEP MAINS AAID SANITATIOW SEWERS_ /O'HOP /ZOA/7R1L
w
21 12 5 A NO 3 ' VE,PT /CAL . 5 E E STATE HEALTH CODE FOR SPECIAL CONDITIONS•
MILT r. 'G• ALL DEP051T5 FOE PLAN CI LU AUD INSPECTION WILL 6E PAID WOE TO 51GUATUeE OF GENUAL IA,ANA6EE.
f p '1. No USE UTEEAL5 FOE WATER SEZVICE ;HALL DE SET TO GRADE 8Y CONTEACT02 PRIDE To TOE INSTALLATION
O }� 20 13 :9 4 h OF TOE WATEE AETEE ARID 60x.
°° v µ .� I LT
y y _._
1 9 14 I� -r. N 3 • '
z t LOCATION MAP
O
18 15 2
Q COSTA MESA SANITARY DISTRICT
17 16 { 1 APPROVED BY 1. ,
F
B "A_c.
1 _ EX.SEJYEB - -- _ t ENGINEER DATE ,I
CANYON SEE
SHT. 2
R
I
R BA&
COSTA MESA COUNTY. WATER
DISTRICT
BCOYERBENGINEERING CO.
(714)556, -5210
•
/ //��
\ ' RCL
C
E
-� 7 KEY
'MAP
14482 BEACH BLVD. SUITE'R'
WESTMINSTER CALIF 638 -3522
APPROVED BY
V
SCALE
1" 260'
UNDER THE UPERVISION OF:
- -T
DELBERT D BOYER RCE13542 DATE
GENERAL MANAGER
DATE
CONTRACTOR
REFERENCES
DESIGNED BY C:P
DATE
CHECKED BY
DATE
STREET SEWER 8 WATER IMPROVEMENT PLANS
r
FOR
-.
Tf2ACT NO. 9105
SHEET
OF
DRAWN BY CP
5 -75
CHKKEDBY
APP
FIELD BOOK
PAGE
BENCHMARK NO. 105C.CM
REFERENCE PLANS
RECOMENDED BY
RIGHT OF WAY ACQUIRED
38
39
ELEVATION 84.96
NOTE TO CONTRACTOR
2
DESCRIPTON A SENT CB
STANDARD_ DRAWING Na 302
407 403 _404• -..
�,�
�6
T.IT -� E sFi ET ,,,, -
,
FROM 244 W /CANYON DR. TO CANYON DR.
, ''
.
WORK STARTED
RET NW COR VICTORIA
405 503 505 507 6OH 701 80L
PLAN NUMBER
WORK ACCEPTED
!! STATE
ASSIST CITY ENGINEER
RIGH? A AGENT
-
(COSTA MESA DATUM)
APPfigygD q _.:, r 9 .
; CITY ENGI EER
�u✓�
'
I
C TY O F COSTA MESA
7 D EPARTME NT OF ENGINEERING SERVICES
INSPECTED BY
_
DATE
0