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GENERAL NOTES FOR STREET IMPROVEMENT PLANS
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SAN O/E60 /RIVX 41d,67
1. ALL WORK SHALL CONFORM TO THE CITY OF COSTA MESA STANDARDS AND SHALL MEET THE APPROVAL OF e
THE CITY ENGINEER,
2. ALL STREET STATIONING REFERS TO THE CENTER LINE OF THE STREET, 0 0 ki//������y ,
3. PAVING AND BASE SECTION LISTED IN THE QUANTITY ESTIMATE ARE FOR BIDDING PURPOSES ONLY v u °j At, ST,PEET 0J CO/!sf 4 "A.e. Over 6'AB. wlA -Ar -7O PrimeCavf
oAKEQ sr. Pt 2p Cansf. Conc. Cc/r•L5 Gutter ryoe ` `C- to "Pe / Std P /an .t!
AND ARE SUBJECT TO REVISION UPON RECEIPT OF SOILS TESTS. f� /� DRIVE o �� -O 'Or/Sf "ffric� P. C. e7 Sidewo /k Per Std P/a 7 .V °90/ �
4. CURB DATA REFERS TO THE FACE OF CURB, -
5. A. PARKWAY TREES WILL BE PLANTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF ../ • /a v ti � ® U 5 CCooinrSsf f, .PKe/hseideleenhfaiiar / R R471"10 ri'inv1e a woy,4PdPrFo / aan cf /iV' %: y P0
COSTA MESA SUPERINTENDENT, Se 5
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M C,217_6 Street tA/arne Sign Per Std P /ors t/s 6Da-
N coast -�LJ a fA/esvos. p
74 catcECE g t° p - 70 Jrrsfa}fTyo 0 :4 "SurveV Monument Per 5Yd P /o� .V s 403 'T
6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC t3 Q Ii I E� �� //1570 //T!/Pe "B "ray /Ylooumcnf frrSfd P /o�:N46Q"
WORKS CONSTRUCTION, 1976 EDITION. i "Ile OR. LLLLJJJJ p a �® 7/�sfo // Sfreef Lights Per Sfd P /on /t/4 7F� /� / ?'ti10rt �/n1 a ,,
7. CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BARRICADES, AND ANY OTHER TRAFFIC j� ''OnSf /Y/O//bOX CUfO[/fr,SC�f�cTn7VR4fD7..` f _: '
CONTROL OR WARNING DEVICES, INCLUDING FLAGMEN, AS MAY BY REQQUIRED BY THE ENGINEER, ALL ?5 2P �lCi ✓/C tENrER ® /PC/7J0L/e EX /Sf //7q CUrLi }� ('jUffeF C' 7/ ' /3 ` Y
ITEMS MENTIONED SHALL BE IN CONFORMANCE WITH THE CURRENT REQUIREMENTS AS SPECIFIED IN SCALE /oslw'_ - j: " ,» f
THE LATEST EDITION OF THE "CONSTRUCTION SAFETY ORDERS ". FAILURE TO DO SO WILL BE CITED /( A7emOYe EXrsf/r?g S/deWOlk Ir C% y Pcr• 9BS E*a Ck; i *'
UNDER APPLICABLE 9ECTION OF THE C.V.C. AND CORRECTIVE COSTS TO THE CITY WILL BE CHARGED, Q Z6 ?/ ✓OB /j
8. CONTRACTOR SHALL OBTAIN A PERMIT AND REQUEST INSPECTION FROM CITY ENGINEERING DEPARTMENT \ t a �3 S /�� tl7) _L'p/751°14�9 SeQf C001L ""
TO BE MADE 48 HOURS IN ADVANCE OF PERFORMING PNY WORK, TELEPHONE 7x9-5323 `I Q o\ Q /4 Ca�sf Tencfa - :Pe/o /ac�menf PrF S�b!P /on �/� BO/ if`
9. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE 5.6% BY 27 ` ?O LOC�QT /D/(/
A� �.
DAY WEIGHT, THE EXACT AMOUNT WILL BE DETERMINED BY THE CITY ENGINEER, I I a3 l VO SCALE � C'Onsf. Curb f 6&,;O rr Type "C-B "PerSla P /On 302 _
lO. THE Gb TR 4 4CT0 WILL PAY FOR THE INITIAL SOIL AND MATERIALS TESTSAAVANY SUBSEQUENT PURDVE % R&LVCL!f tj,QemQve E- tf
SOIL AND MATERIALS TESTS DEEMED NECESSARY, DUE TO THE FAILURE OF THE INITIAL TESTS, I "re.P `• ,
AS DETE ?MIMEO BY TNI ARE NNG /CTE, sefiveR � ArO�.B#,V4r R. S�°hvCr `
11. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED
1
TO PROPERTY LINE PER CITY OF COSTA MESA STANDARD PLANS, LOCATION, TYPE, AND WIDTH ARE (��,
.LQrr7` 57`o Monha /e _ _
TO BE APPROVED BY THE CITY ENGINEER. r / 9h V C0179fB"elip Qrwer OWS755 /SQli�lZ-
>
12. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO ANY SURFACE WORK IN THE PUBLIC RIGHT OF
WAY. `\j_r4_:N ` w, 1onsf Y. C'P.cuse [af>°ro/ - -,j
/5 fAi /G /7 r° x " \
�I v� z'arlsf. E'or1c. Sewet-:Famsernerli Per Def. On Shf. 3 _
13. STREET LIGHTS TO BE INSTALLED PER CITY OF COSTA MESA STANDARD DWG. N0. 701. THE FINAL ``d LOCATIONS SUBJECT TO CITY ENGINEERS APPROVAL. �14. STREE2 NAME SIGNS TO BE INSTALLED BACK OF CURB OR ON BRACKET MOUNTED ON STREET LIGHT
POLE, PER CITY OF COSTA MESA STANDARD DWG. NO, 606.
15. STAMP "S" ON CURB AT ALL SEWER LATERAL LOCATIONS. 'C
14 /d A? /O COn3/ Wofer Service , 'a s
„
16. ANY CITY BENCHMARK, MONUMENT, OR TIES THAT ARE DESTROYED OR DISTURBED DURING CONSTRUCTION A Z /r/sfOL/ (nBu1A1ITr1P /y v0 /!/�° �J� Y F /�.
SHALL BE REPLACED, ANY CHANGE IN LOCATION OR ELEVATIONS SHALL BE REPORTED TO THE CITY QV D
33 /asfo// Fire Nydrorlf,�lssemhlyc.As Per Std vwg. Ns 5
ENGINEER BY A LICENSED SURVEYOR ON 8's X 11 LOOSE LEAF PAPER (ONE SIDE ONLY) SHOWING LA � v'� 0 Jl/ '.7340 .A34Q �12 e�$� � --
LOCATION AND TIES, OR LEVEL RUN. IL L/ TLE /(/ C LE /nSfa// /2ir G "Hat TOp ASSemLS /y f lT0 /!!e "
17. PROTECT ALL EXISTING UTILITIES IN PLACE,
/� !/ 19:rG'HofTopAssemb /yfho /ex
18. ALL WORK OTHER THAN STORM DRAIN WORK, SHALL CONFORM TO THE CITY OF COSTA MESA STANDARDS -- V
AND SHALL MEET THE APPROVAL OF THE CITY ENGINEER, ALL STORM DRAIN WORK SHALL CONFORM
TO THE L,A,C,F.C.D, STANDARD PLANS AND SHALL MEET THE APPROVAL OF THE CITY ENGINEER.
STORM DRAIN: v,•:
_ _ L
!0 4 5 G 7 8 h
STORM ORAL#
19. PIPE BEDDING IN TRENCHES SHALL BE PER L.A,C,F,C.D. STANDARD DRAWING 2D 177, CASE III, elv CLarrif. �PO�C✓°_/3D0D A /�crnofe =egirg, .P.P. Slo -Or 29/ /rte: ='
- -
20. ALL CATCH BASINS SHALL HAVE HORIZONTAL PROTECTION BARS PER L,A,C.F,C,D, STANDARD
DRAWING 20 175. .X.
For Sfarm V1 /7 Se e Sh! 4 rC °arr5f Qofch Basin N° / Pa'r l.fl a' FC'D Std �W
• - __ q.::
21. ALL STORM DRAIN MANHOLES SHALL BE LEFT BELOW SUBGRADE, THE CONTRACTOR SHALL RAISE t
THE MANHOLE FRAMES AND COVERS TO FINISHED GRADE AND MAKE NECESSARY REPAIRS TO THE 43{� jea,7 1. ✓Y/n611TOr) $fr[/C1&rC /S/g�i PCl �A.f{.F. CIO. Std OWq. /I/Q2 �/'9'
PAVEMENT. 4 G'OLTSt..&,7615raa t/' 2"Per_ Z- ,f-eIce S*f Dwq. Al 2 -,00 k- � $
bVIC ,t' /Y1.4 P Oansf �Wawhofe Al B Per L 4. C F. c f2 Std- Owg: Ott° i ` a
22. PIPE BEDDING IN TRENCHES SHALL BE PER L,A,C,F,C,D, STANDARD DRAWING 2D 177, CASE III i r
FOR A.c.P. } rzst. IYLoferTifr Pluq Per Defoil On Shf. _..' °
4
23. ALL CATCH BASINS SHALL HAVE HORIZONTAL PROTECTION BARS PER L,A,C,F,C,D, STANDARD DRAWING
2D 175. ✓orrr Fxi'ol`ih BosirtP._er 1._�4. �' _F. C' 0 Sfd l2cicg..S/°
24. ALL STCIftAt DRAIN MANHOLES SHALL BE LEFT BELOW SUBGRADE, THE CONTRACTOR SHALL RAISE THE
MANHOLE FRAMES AND COVERS TO FINISH GRADE AND MAKE NECESSARY REPAIRS TO THE PAVEMENT,
25. MISCELLANEOUS METAL ITEMS SHALL CONFORM TO THE APPLICABLE PROVISIONS OF SECTION 206 -1 5
"
AND 206 -7 OF STANDARD P A
SP TIONS.
DONE IC
26. ALL CIPCP WORK SHALL BE I>ONE IN ACCORDANCE WITH THE L. A, C,F,C,D, SPECIFICATIONS FOR CAST- � , �� � v. � �,,,, - -• -- ,
IN -P[ACE NON - REINFORCED CONCRETE PIPE AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION," 1976 EDITION, WITH LATEST SUPPLEMENTS THERETO, AND SHALL BE PURSUED ONLY
IN THE PRESENCE OF THE CITY ENGINEER, STANDARD SPECIFICATIONS SHALL HAVE PRECEDENCE OVER x
THE L.A.C.F.C.D. SPECIFICATIONS. W m *A
27 CONCRETE FOR CAST -IN -PLACE CONCRETE PIPE SHALL BE TYPE 564 -B /3000 PER SECTION 201 -1 OFI»zg <T
STANDARD SPECIFICATIONS, CONTRACTOR MAY ADD TO THE CONCRETE AT THE RATE DESIGNATED
BY THE MANUFACTOR THE FOLLOWING APPROVED ADMIXTURES: ..„
DAREX POZZOLITH 3 L MARACON B
ECONOMIX NS POZZOLITH 3 LA MARACON AE i
PLACEWEL C POZZOLITH 10 HE WRDA 40
PLACEWEL R - POZZOLITH 8 RETARDWEL
28. SACKFILL, OTHER THAN A THIN MEMBRANE FOR CURING SHALL NOT BE PLACED OVER CAST -IN -PLACE Py1�p��
PIPE UNTIL 28 DAYS AFTER THE CONCRETE THEREIN HAS BEEN POURED, OR UNTIL TEST SAMPLES iP
INDICATE THAT THE CONCRETE THEREIN HAS DEVELOPED A STRENGTH OF 3000 PSI IN COMPRESSION, 4W,
OTC? NOTES
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1. THE WATER STSTEM SMALL CONraft roAwmawsO[/OAreo WATER DISTRICT STANDARD SPECIFICATIONS
E. WATER MAINS 106E INSTALL EDACCOR DING To THE 1974 STANDARD5 AND SPECIFICA710N5 OF TM�MESA Cmv9ouR4re,7. Alaafia /P QingsPerL.A.I'FC.L7. I
WATER DISTRICT 9 _ 30• u
/ $ J''
pfd Ow 2-0/07. Flame 1 3' PS' 25 3' � 4
S. CONTRACTOR TO NAVE ON 308 31TE COPY OF 1914 STANDARD SPECS AT ALL TIMES Cage/ per Z RU.E
4. CONTRACTOR TO NOTIFYA0'e AZ4 bNSOL<0,47C0 WATER DISTRICT 4G HOURS PRIOR TO CONSTRUCTION (PHONE - �` 20' 20"
714-431 -1200 OR 914.754-5398). I I P" 433' 133 Z^ q
y a
S. ALL PLAN CN£CK, INSPECTION AND EN6INEERIN6 DEP05ITS WILL BE MADE PRIOR TO 514 NATURE OFA9s'r.
GENERAL MANA4ER SPr L.AF P_
• _.PeducerEs�r.�ACFC',O._ -- �
i. A 60ND WILL DE POSTED AT THE COMPLETION OF PROJ£C7 FOR TOY• OF ACTUAL COST AND WILL BE .4/� IZ:rlq� 2:I210JA . u. : " 1Y' P fr i
HELD FOR ONE YEAR. Sfo Owq._2 QlQ7_. `• _� A` I , T ; 1
7. -A 75' -WATER MAIN EASEMENT TO BE Cy RANTED TO TME'416y4CONSOC /LNTEL7 WATER D15TRICT I I " + ` - - -T 1 -« s ' ` M R
FOR MAINTENANCE PURPOSES. 1 ► °' 4 "U "fiL"Ofed -,
8 SERVICE LATERALS 9MAll BE SET TO GRADE eyCONTRAC70R PRIOR 70 THE INSTALLATION OF See Y/ofB n►NST.4`�•C. OVER G'AB.�r /MC-90PR /MECOAr 4 "Uaf�eaf�Bose
WATER METERS AND BOXES. a • • • - -- -- G'AB. b ^AB. < \ /
9. REQUIRED SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WILL BE AO'JIOR /20NTAL, 3'VERTJC,4L. S ec>•vsT e4ve e6ArffrsarreR, TYAee -6•?ER 57.0 0 PCAN 302.- 42 ,
A Fi-/- 5h f.4
10. PROTECT ALL EIISTINf. UTILITIES IN PLACE, /_ _ / CoXST S "TN /CC PG C. 3/DEA✓ALA PER STG AC IN fo /.
11. ALL WATER MOMS SHALL NAVE 9'6" MINIM UM COVER TO F/N/SN GRADE,
IE. [A)5E ALLEXISTIN4 QATE VALVES TO GRADE. /
IS INSTALL FIRE HYDRANT PER STANDARD DRAWING A'5. ° ' TYf� /C,4L 5'ECT.'O/V, ✓
14 CALL UNDERGROUNDSERVKE ALERT 48 HOURS BEFORE D1441% FOR UNDERGROUND LOCATING (1'800 - 422.4133). 3�O .PBeiot!s°Pitpe eee?crefe MAIle ___ i� /LLeLi�/�(�f! ��iLi`✓
/5. ALL !c/ATERMA /NS TOBETESrtO.4TP25 P.f/. FOR ¢lIR.HOURS: _ _ _ Green, Se> Form /Poor -mod, TYPICAL SECTION --
' L3flse $'/ab . Alum. 4'x 4" SQegre. NOT TO SCALE NOT ra SCALE
SRMa NOTES /
b ' -�• .. 5eff7h' !L/beD6ose /sflordened PURDUE .�iQ /yE _ _� �,.._:..
l THE SEA•ER SYSTEM SMALL CONFORM TO THE STANDA,PDS OF THE COSTA MESA SAN /L/,eY D /ST,P /CT
L AYAV11&,C5 SHALL LVE PRECAST CONCRETE AS MANUFACTURED BYASSOC /ATED CONCRETE PRODUCTS, /NC, OR (^�
C)
APPROVED EvuAL. 1' i �L /TTGETO/V L' /�CLE
3 SEWER MANHOLE FRAME AND COYER SHALL B,E ALNAML3R1f FOUNDRY A -/270 OR APPRO✓ED EOGJAL. 1
4 ALL 5EWER MAN1/OLEFRAMES 00 COl✓ERS SHALL BE LEf7 6 "BELOW F /NISEI (,'BADE COSTA ME`s '
S ALL SEWER HOUSE CONNECT /OHS SHAL L BE PLACED PRIOR TO SURFACING OF STREETS.
6 TA'E SeWe CONTRACTOR SHALL RA/5E T//EMANfIOLE FRAME ANO COYER TO F /N /S/1 4'RAOE AFTER -
STREET 50RFAC /NG IS COMPL ETEO.
7' - CLAY P/PETO/NT5 SHALL BE MECNAN /CAL COMPRESS /ONTO /NTS. MEC//ANICAL COMPRESSION
JOINTS SNAL L BE '?YEDGE-L OCK, " "SPEED -SEAL EpUAL . - D - - - -
8 !N NO CASE WIZI JO /NT /NC;' MATER /AL USING NEAT PORTLAND CEMENT, MORTAR, OR GROUT BE 1�� /. .4 ' Aliall SvYlap6o /r Base Slob Ncf L G" ENGINEERS NOTICE TO CONTRACTORS
PERM /rTEO 41 2. B¢se Slob /Y1oyS/oonnfiie/°ipeWbfh
.r
9 STAMP "S" ON CURB AT ALL SEWER LATERAL LOCATIONS. - /� - • b _ e /n Smo /%r S.zc /n.klhv /h Case Pours /ob THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR _ oisl �. ,• `
/O CONTRACTOR SHALL REpOEST /NSPEC7'1&YF,POM TNEOFF /CE OF Th'E S4N /TARY D157leIC7 -EN(f /VEER _. T /C(ftfi K /O / /-TCl1Ch Wcl! /FiY / %n¢Arc"O "'F" STRUCTURES SHOWN HEREON ARE OBTAINED Bt A SEARCH OF AVALUBLE .-
24 //OU,PS PR /OR TO COMMENCEMENT OF WORK TEL 754-5/00 - - --
.YlESA CD.t7SOL /DATEOIr�4TE,PD /57A? /C P[AN5 PPP •
//. PERM /TS REgUIREO SHALL LSE OBTAiNEO FROM T,vE STREET DEPARTMENT, e17/' OF CO5T,O MESA, �f%I Concrete. RECORDS. TO TNL BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
77"A 01elVZ. TEL. =754 5307 °j -_ hf.YDpeaiDQTo Be Pain /�tv�A�BorsOioq.P/viced. UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 15 1965 PC9CENT /AAIIE.
A? WO,eA NOT DONEIN rNE- PRESENCE OF THE D /S7R /CT ENS /VEER AND /ORA;EN7' /S SUBJECT TO REQUIRED TO TAKE DUE PRECATIONARY MEASURES TO PROTECT THE UTILITY c'0577_ -r0- _ �'4 92627 300/ PED.y4c
REJECTION -r ^ ] �1 C n (7/4) 754 5 98 ar 6 3/ /200
/3 6 "Y. C.P. NOUSECONt/EC'T /ONSSHACC BECDYSTRUCIEO� 'RD�r/rA'ESc�IYLCR/NA /�f/ TOTiYE ! l P G.. ��P. lYl��/YOL4 EQ�P_C..�PP. �LT LINES SHOWN AND RNV OTHER TINES WDT OF RECORD OR NOl SHOWN ON APP/ov C057A.fES , C N ✓�I
THESE PLANS. I I Jur1-19 JJJ
f�A?OPE7QTi L /NEfO'?EACHLOr .vo SPALE Q(a�- oRre. - <rk
SS T GE AC MAN GE .E'•4 PL t/EMP l l
CONTRACTOR DATE DATE
R E V I S i O N S REFERENCES DESIGNED BY: °NECKED BY: STiPEET, SE'Gf/Z�q, 6(/,4715 � ! 97e iYl0/e,/t/ //l R,
W. DATE DESCRIPTION APP. FIELD BOOK PAGE BENCH MARK NO. /08 CCM REFERENCE PLANS DRAWN BY CHECKED BY: fQ�
7 -?3 -A 1` ,Pet! Sfreef sewer Sfoiia s 54f 2 fI-9f4 ELTVATION 70, 96o NOTE TO CONTRACTOR, SEE SHY. RECOMMENDED BY: RIGHT OF WAY ACQUIRED: ^ '-7
DESCRIPTION STANDARD DRAWING N0. + 202, 502, 90$ 30f,4LY, TRACT NO. 978
WORK STARTED, ._Genf Cb.,Pc . 5'C-, Car <OE, JO9, S0T$06 203, 104 305, 4032 II 7, V 41y 7(j om 7vMu7 mAP Ci
WORK ACCEPTED, Foir ,Or f faTr✓/eW .PS 603, 604, 605, 606, 70/, BO/ ASSISTANT CITY ENGINEER RIGHT OF wAY AGENT
APPROVED BY:
INSPECTED BYE
CITY O.F. C O S TA M :L
CITY E14GINEER DEPARTMENT OF ENGINEERi� q•..�
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