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S-76-7.1-7.5;I CONSTRUCTION NOTES qlr� ESTIMM- E OF QUANTITIES w - DESCRIPTION AMOUNT U I PIERPoNT - oR1VE i I a t + 1 1 t, .j i� E I 0 Ex1g71NG IMPROVE-MEN I /6 VARIES IN. TYPICAL SECTION NO SCALE -- - PAUL-ARINO AVENUE STA. 8 +10.73 TO STA.15 +68.00 TYPICAL SECT_ ION \ MO SCALE STA.2 +39.45(N) TO STA. 1 +24.45(N) MANISTEE DRIVE . 5Q.• A • D TRACT N0. 9036 IN THE CITY OF COSTA MESA CALIFORNIA - FOR STREET WATER & SEWER IMPROVEMENTS 1i? "I TYPICAL LOT ( SEWER 4 WATER SERVICE) NO SCALE 05 SAN OlEGO FREE WA`Y IQ _ 4� CONSTRUCTION NOTES qlr� ESTIMM- E OF QUANTITIES w - DESCRIPTION AMOUNT U � �n PIERPoNT - oR1VE CONST. 4 " A "C. OVER IG "A-15: A /MC 70 PRIME COAT WITi! SS TYPE FOG SLAL / Z /3, 6/B S S -F. 2 C H 4 C ,494 L LF z_ _218 L L.F. 6 C o 7 C POMLARINO AVE NUE i-- 9 C CONST. P.C.C. ALLEY APRON PER C.C.M STD. PLAN 501 _ / 10 C 0 ,5 E EA � COUST. ra "PCC. DRIVEWAY APPROACH PER CC.M. PLAID 503 • W =16', X 3 - --1t246. ' S BAKER STREET VICINITY MAP 4� 12 INSTALL "STREET NAME" SIGN PER C.C.M. STD. PLAN 60(0 41 EA 13 INSTALL "STOP' SIGU f EA. VREMOVE STREET LIGHT PER C.C.M. STD. PLAN i01 %� EA. EXIST. BARRICADE / EA - - - � RIABLE A.C. CAP TO SATISFACTION OF CITY ENGINEER WIT" 55 TYPE FOG SEAL /0, 9,6 REMOVE EXIST. A.C., REPLACE WITH I" ADDITIONAL 7�rJ. OVER EXIST. AL. FOR SMOOT41 JOIN TO ENGINEER L �,I LS. _ _._ . _ _- _ _ _ __ _.__ i RKWAY CULVERT TYPE % PER COUNTY OFORANGE 5TD. PLAN N9 309 (5j 450', (, "OPENING) EA. INSTALL Co" A.C.P. WATER LINE 31 INSTALL 8" A.C.P. WATER LINE 3,/03 I.F. -- -. -. j� 32 INSTALL 8" GATE VALVE 6 EA / \ 33 INSTALL FIRE HYDRANT PER C.M.C.WD STD. DWG.. "5 _ } /QI EA 34 INSTALL I" WATER SERVICE CONNECTION PER PER C.M.C.W.D. STD. DW6'I C TYPE F'> - _, _381 EA. 35 INSTALL Z" WATER SERVICE CONNECTION 1'E.R STD. DYVG.�Q (TYPE "N' "i 6 f EA t - -- 3L NOT TAP 8" TO EXIST. 11" WATER MAIN -- - - -- - -- -� -- / I EA. _�... 31 RELOCATE EXIST. FIRE HYDRANT I / I EA 38 RA15E TO GRADE EXISTING GATE VAWE5 " - } 4 EA. 39 INSTALL 12" DIV1510N VALVE '_ Eq 40 INSTALL STD. 48" C.M.C. S. D. SEWER MANHOLE 41 INSTALL 8" V.C.P SEWER MAIN /02 L.F PIERPOIJT DRIVE 42 INSTALL& V.C.P. SEWER SERVICE LATERAL 906 LF. 43 CONNECT TO EXIST. 8" V.C.P OR EXIST. SEWER MANUOLE - EX.W- - --+ I. rs. ' j ♦�M.H 44 INSTALL SURVEY MONUMEIRT PER CCM. STD. PLAN m `O3 �- - 50 -- - - -- - - -- - - - - -- 1 \ - 45 INSTALL TEE VALVE 3' EA. -- -25, I I (!d � - - -- -- I -- 25' i EI 4G INSTALL 6" GATE VALVE 3 EQ PUF. �• - - -- _... __ -_._ _ PuE. 1 1 I �: fi � _'[' I I r,•. Ir-- � i 1 -,•� �:. � i iT.�. i i i W W ! �� - GI NERAL NOTE -- 1 ___ &o I G. I rao' I �o' I rao' I Go' I moo' i moo' 1 moo' I moo' 1 60' I moo' �' Go' I moo' 1 60' I moo' G2' I G2" 16.01' I i 103.77' S I. ALL WORK SHALL CONFORM TO THE CITY OF COSTA MESA STANDARDS AND SHALL MEET THE APPROVAL OF T "E CITY ENGINEER. ALL NORK Su ALL 1 ' ' BE PERFORMED M ACCORDANCE WITH STD. SPECIFICATIONS FOR PUBLIC WORKS coNST \975 EDITION KITH LATEST SUPPLEMENT. 24 23 22 ZI 20 19 Ig I'] Ico 15 14 13 .2 I I `� 8 7 � 4 3 i I a I r Z. ALL STREET STATIONIN6 REFERS TO THE CENTERLINE OF T "E STREET, CURB DATA REFERS TO FACE OF CURB. FT 0.03' „ _. _ _SE - S EET U° 4 _ _ _ i = M 2 3. PARKWAY TREES WILL BE PLANTED IN ACCORDANCE WIT" T"E REQUIREMENTS OF THE C1T7 OF COST MES► STREET S T IN LEVEL lINE7 h =114 �FT --, � c, U ER TENDENT - - -� W = 4. TRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MASNTA1N1N6 WARNIN6 SIGNS DOV(iI WSIOS AND FL1WvkN IN ACCORDANLE WI;T,N 144 MATE CON - o o 25 �'„ 1 OF CALIFORNIA DEPT. OF PUBLIC WORKS "MANUAL OF WARNING SIGNS, LIGHTS AND ZEb' ,S FOR USE !N PERFORMANCE OF WORN UPON w6 "KA1 S:' 5 CON RACTOR S - _ - -_ _- _ -- - -_ lI LL OBTA N A PERMIT AND REQUEST INSPECTION FROM G DLFL 4S HOURS PRIOR TO PERFORrh1N6 ANY WORN PHONEITIi)556'4i?j • �S'n $ "Y.C.P. �b ,. -- 6.'TUETAMOUNT Of k%PNALTIBINDER TO BE MIXED WITH THE MINERAL FAG RE6ATE SHAILBIE 5.6 °r•? QY DRY M'E1GHT. TNL CAAU ADAOUNI WILL SE DEIERWN. y F.H fi'VCP F.N. 8 "V.C.P F.N. co U THE CITY ENGINEER. - 26 F," MA N I S TEE KE�C MAP 7 �\ 5 ��' a o,eivE `4i 7. THE CITY OF COSTA MESA WILL PAY FOR T"E INITIAL SOIL AND MATERIALS TEST, ANY SUBSEQUENT SAILS AN: NATERlAL TEST DEEMS: NECESSARS 27 T TO THE FAILURE OF T "E INITIAL TEST, WILL RE AT T "E CONTRACTORS EXPENSE TYPICAL SECTION �� . �� 8.WNERE DRIVEWAY DEPRESSIONS ARE CONKTRUCTED, 111E DRIVEWAY APPRoAC"ES S "ALL kiE CONSTRUCTED TO PROPERTt LINE PER CITY OF G11TA kESA -- _ __ - -- -- - - -- _ .- N I STANDARD PLANS. 4 NO SCALE 2 4 t;l F.M. 9 ALL UNDERGROUND WORK S "ALL BE COMPLETED PRIOR TO ANY SURFACE WORK IN ruC,L1C R/w r STA. 0 +00 TO S T-A.10 +68.77 �_;_ ?$ 39 MANISTEEDRIVE �� �' PARK SITE // 10, STREET LIGHTS TO BE INSTALLED PER CITY OF COSTA MESA STANDARD DWG " TOI, FINAL I.:ATIONI SUBJECT TO UTY ENGINEER S AP PROS A: , of Lyu II. STAMP '•S'• ON CURB AT ALL SEINER LATERAL LOCATIOWS. r 29 Z a /� / l2. PROTECT ALL EXISTING UTILITIES IN PLACE. 60 15'EASEMENT FOR WATE r IN PURPO TO CM SES .C.W.D. 13. ANY CITY SE%W MARK, MONUMENT OR TIES THAT ARE DESTROYED OR DISTUR6ED CLZ1N6 CONSTRUCTION )HALL bE REFLACEC As. .witi;E "N WATER NOTES LOCATION OR ELEVATION SHALL BE REPORTED TO T"ECITY ENCLNEER SY A LILENSL `vii }0CR ON S S:' L OTE >AS FfrEE `OyE c Y 1. ALL WORK ON WATEk MAINS SItALL'�E IN ACCORDANCE W1TN COSTA MESA COUNTY WATER DISTRICT f _ SHOWING LOCATION AND TIES, OR LEVEL RUN. v STANDARD SPECIFICATIONS (REVISE AUG. 1974) i SEQV / 14 SEE NOTE BELOW Q7' S WER WOTES 1 v I. NOTIFY CObTA MESA COUNTY WATER DIST T 48 110URS PRIOR TO ANY CONSTRUCTION ON WATER FACILITIES, c' 3I. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA 9. LLAY PIPE ?p,ASS SAL!, ESE 3. CONTRACTOR WILL NAVE COPY OF 1974 SPECS. ON JOB SITE AT ALL TIMES. 40 MESA SANITARY DISTRICT. LOCK `SPEED SLA MAINL?Nf' JR A R0YE4 railAt 4. A P CTUALACOST AND WILL E POSTED AT T "E' GOMPLeTION OF IMPROVEMENTS FOR 10' /. �� / 2. 6 "V.CP, HOUSE LATERAL CONNECTION SNALLBE CONSTRUCTED FROM THE A01NTIN0 MATERIAL US' !NQ NE0 +JF',�AA; CE•+zNT 1di�RTAR 4R OF ACTUAL COST AND WILL $E "ELD FOR ONE YEAR. // SEwER MAIN TO T"E PROPERTY LINE. GROUT SE FE�M 1zLC f.H. Z. THE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITM A PLOT 5. A 15' EASEMENT WILL BE DEDICATED TO T"E DISTRICT FOR MAINTENANCE. PLAN INDICATING THE RECAMMENDED LOCATION OF THE HOUSE (Ay- IO, STAMP 'S" ON ., BF �: q,L SENEi CAT E[A'; 'Li3LAT4Qk% •. +. TWE REQUIRED SEPAIZATIDN BETWEEN SEWER AND WATER WILL BE I& HORIZONTAL, 3'VERTICAL.1 � Gf �/ J� MECTION FOR EACH LOT PR10R TO SEWER MAIN CONISTRUCT10S1. 11 CONTRACTOR �.�... 4G:E4T NS ECT'.: w FtOw 74E .T.LE 0T TS;E SAvTkvo (� I CONTRACTOR TO 9F -T ALL WATER SERVICC3 70 GRADE PRIOR TO SETTING OF METER AND RIOXES. �- 4. MANHOLES SHALL BE BRICK OR PRE CAST CONCRETE AS MANUFACTURED DIST ENGINEER ;A �S �0'� P RI.,E -..,r.:<~LErE►.' O= w:Y. ; T,a,��..s., A. ALL DEPOSITS FOR ALAN GLIECK AND INSPECTION TO KE PAID BEFORE APPROVAL. l� BY "ASSOCIATED CONCRETE PRODUCTS INC:'OR APPROVED EQUAL. 12 PERMITS REO',: Ci ^. BRA','. 1`L ObTAlA�LD FROG+` T.E STR_ET n_r- q. PROTEG7 ALL EXISTING WATER FACILITIES 1N PLACE. • N .� /� S. SEWER MANHOLE FRAME AND COVER SHALL 8E °ALHAM4RA FOUNDRY 77 FAIR DR �` A MESA LAL1F w A- 17.70" OR APPROVED EQUAL. ^' �� / (n. ALL SEWER MANHOLE FRAMES AND COVERS S "ALL FSE LEFT &" BELOW ! �• .J m I// FINISNE GRADE. "A 5 60ILT „ ZZ -4- 19 /4 MAr, ' 0 // 7 ALL SEWER ROUSE CONNECTIONS SHALL SE PLACED PRIOR TO SURFACING j/ of STREETS. O� �CfT �= 1103 N Q S.TNE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAMES AND COVERS PRIVATE ENGINEERS NOTECE TO CONTRACTOR + / - / ��Q TO FINISHED GRADE AFTER STREET SURFACING IS COMPLETED. TUE EX15TCNCE AND LOCATION OF ANY UNDERGROUND ES D UTILITY PI OR 37 STRUC UT RES SHOWN ON TWESE PLANS ARE Ob'TA1NED P,Y ASEARCII OF __ _ THE AVAILABLE FZE00RDS. THE CONTRAC'To2 IS RE I E TO TAKE DUE EH, -- KVC.i' SCALE 1 "� 100' PKL.�+NV IIU fV MKT ME A6U E5 TO PROTECT ALL UTILITY LINES INCLUDING r 38 °5 % 14.PAVEMENT THICKNESS AS SHOWN ARE BASED ON A% ASSUMED. F VAiUF "'t �:¢' a. ::.s`rI•* �N S ,_S Hose. TESTS WILL Be MADE 70 DETERMINE THE ACTUAL R VALUE ANG THE t.,.f n'f ti - ;:Nvtf- .5is 40. ::Sriz I L- NoT of RE GOAD OR NOT SHOWN ON T ESE PLANS AND 1S __ b; ACCORDINGLY. TEST TO BE MADE BY A LICENSED SOILS ENGIM t k I vlaSponISIBLE Foe THEIR pROT GTION. ALL TIES of EX1ST1 G 1 UTILITIES ALL BE VE IFJE _S_ To LOCATIO A D LEVATIoN• n "GV I CONSTRLfGZ1oN SHALL STA21 AZ TIE Potty B V.C.P. - - - -- ------ EX.IY'W - - -- -- _- _ as \, COSTA_MESA COUNTY WATER DISTRICT (714) 55&-5210 COSTA MESA SANITARY DISTRICT 4 TALL E FORCMAN 11VG REVISIONS DESCRIPTION - APP, +' AuL_AG2l NO AVENUE SEE SHEET MQ Z CONTRACTOR REFERENCES FIELD BOOK _.PAGE BENCH MARK NO. U S.C.EG Sd TT Nt 1V REFERENCE PLANS ELEVATION, 40.933.19TL NOTE TO WNT?ACTOR, SEE SHY• I DESCRIPTION: AT THE KWM1 FREEMAT IfRMS STANDARD DRAWING No, C.C.M. 0902, 401, 404, 405 WORK START601 Of PADEARINO, hMV 206' W. ALDND ?A MINI AYE. 503 ri01 �� 701 402 FUM! Of THE NEWPORT FRWY,MV 6!' N'LY. _ _ , WORK ACCEPTED; - A11K THE FRth'. EXIT to FROM Wit Of PAUL - ARINO AVE., T9' NWAF TNE4 OF THE E11T RD., INSPECTED BY: SET Sit THE TOP OFAEONERtTE PDSI A6DuT0.1' NOTE: FOR CITY OF COSTA MESA O.M. DATUN A HILVER sTtr THAN THE GROUND WITNESSED BY ADD O -GV TO ALL ELEVATIONS ON TIAi A STEEL ROSY 1' ELY. PATE _- _ rLANS• APPROVED 6Y : A,P�PROV'ED/ BY ; - 2550 N. A ,CiL rT NC AAtF.NUE NA • T MAER OF OTfONS 555 T, ,E - 3 DESIGNED BY: \V F•p DATE DATE STREET, SEWER AND WATER IMPRUVEMENTS FOk _, 2 /LG Tb CHECKED BV: �' TRACT NO. 9 036 DRAWN DV .LK . 2/ __ CHECKED BY: �• /_ 3' 9 -7G I RECOt,SMENDEO eV: RIGHT OF WAY AEAUIREP. 4 r-y 1 TITLE SHEET RIGHT d< WAY AGENT {w APPROVED BY � - �- - - -� "� - i 2 - - -- I O TA EtT7 ENGINEER CITY S MESS - �� �� F CO -7, CONSTRUCTION NOTES qlr� ESTIMM- E OF QUANTITIES NolE D DESCRIPTION AMOUNT U UNIT I C CONST. 4 " A "C. OVER IG "A-15: A /MC 70 PRIME COAT WITi! SS TYPE FOG SLAL / /3, 6/B S S -F. 2 C 4 C ,494 L LF 5 C _218 L L.F. 6 C - -- 32 7 C 8 C _. -- i i-- 9 C CONST. P.C.C. ALLEY APRON PER C.C.M STD. PLAN 501 _ / 10 C CONTT. P.CC. WUEEL CHAIR RAMP PER C.C.M. STD. PLAN 507 , ,5 E EA II C COUST. ra "PCC. DRIVEWAY APPROACH PER CC.M. PLAID 503 • W =16', X 3 - --1t246. ' S S.F. INSTALL Co" A.C.P. WATER LINE 31 INSTALL 8" A.C.P. WATER LINE 3,/03 I.F. -- -. -. j� 32 INSTALL 8" GATE VALVE 6 EA / \ 33 INSTALL FIRE HYDRANT PER C.M.C.WD STD. DWG.. "5 _ } /QI EA 34 INSTALL I" WATER SERVICE CONNECTION PER PER C.M.C.W.D. STD. DW6'I C TYPE F'> - _, _381 EA. 35 INSTALL Z" WATER SERVICE CONNECTION 1'E.R STD. DYVG.�Q (TYPE "N' "i 6 f EA t - -- 3L NOT TAP 8" TO EXIST. 11" WATER MAIN -- - - -- - -- -� -- / I EA. _�... 31 RELOCATE EXIST. FIRE HYDRANT I / I EA 38 RA15E TO GRADE EXISTING GATE VAWE5 " - } 4 EA. 39 INSTALL 12" DIV1510N VALVE '_ Eq 40 INSTALL STD. 48" C.M.C. S. D. SEWER MANHOLE 41 INSTALL 8" V.C.P SEWER MAIN /02 L.F PIERPOIJT DRIVE 42 INSTALL& V.C.P. SEWER SERVICE LATERAL 906 LF. 43 CONNECT TO EXIST. 8" V.C.P OR EXIST. SEWER MANUOLE - EX.W- - --+ I. rs. ' j ♦�M.H 44 INSTALL SURVEY MONUMEIRT PER CCM. STD. PLAN m `O3 �- - 50 -- - - -- - - -- - - - - -- 1 \ - 45 INSTALL TEE VALVE 3' EA. -- -25, I I (!d � - - -- -- I -- 25' i EI 4G INSTALL 6" GATE VALVE 3 EQ PUF. �• - - -- _... __ -_._ _ PuE. 1 1 I �: fi � _'[' I I r,•. Ir-- � i 1 -,•� �:. � i iT.�. i i i W W ! �� - GI NERAL NOTE -- 1 ___ &o I G. I rao' I �o' I rao' I Go' I moo' i moo' 1 moo' I moo' 1 60' I moo' �' Go' I moo' 1 60' I moo' G2' I G2" 16.01' I i 103.77' S I. ALL WORK SHALL CONFORM TO THE CITY OF COSTA MESA STANDARDS AND SHALL MEET THE APPROVAL OF T "E CITY ENGINEER. ALL NORK Su ALL 1 ' ' BE PERFORMED M ACCORDANCE WITH STD. SPECIFICATIONS FOR PUBLIC WORKS coNST \975 EDITION KITH LATEST SUPPLEMENT. 24 23 22 ZI 20 19 Ig I'] Ico 15 14 13 .2 I I `� 8 7 � 4 3 i I a I r Z. ALL STREET STATIONIN6 REFERS TO THE CENTERLINE OF T "E STREET, CURB DATA REFERS TO FACE OF CURB. FT 0.03' „ _. _ _SE - S EET U° 4 _ _ _ i = M 2 3. PARKWAY TREES WILL BE PLANTED IN ACCORDANCE WIT" T"E REQUIREMENTS OF THE C1T7 OF COST MES► STREET S T IN LEVEL lINE7 h =114 �FT --, � c, U ER TENDENT - - -� W = 4. TRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MASNTA1N1N6 WARNIN6 SIGNS DOV(iI WSIOS AND FL1WvkN IN ACCORDANLE WI;T,N 144 MATE CON - o o 25 �'„ 1 OF CALIFORNIA DEPT. OF PUBLIC WORKS "MANUAL OF WARNING SIGNS, LIGHTS AND ZEb' ,S FOR USE !N PERFORMANCE OF WORN UPON w6 "KA1 S:' 5 CON RACTOR S - _ - -_ _- _ -- - -_ lI LL OBTA N A PERMIT AND REQUEST INSPECTION FROM G DLFL 4S HOURS PRIOR TO PERFORrh1N6 ANY WORN PHONEITIi)556'4i?j • �S'n $ "Y.C.P. �b ,. -- 6.'TUETAMOUNT Of k%PNALTIBINDER TO BE MIXED WITH THE MINERAL FAG RE6ATE SHAILBIE 5.6 °r•? QY DRY M'E1GHT. TNL CAAU ADAOUNI WILL SE DEIERWN. y F.H fi'VCP F.N. 8 "V.C.P F.N. co U THE CITY ENGINEER. - 26 F," MA N I S TEE KE�C MAP 7 �\ 5 ��' a o,eivE `4i 7. THE CITY OF COSTA MESA WILL PAY FOR T"E INITIAL SOIL AND MATERIALS TEST, ANY SUBSEQUENT SAILS AN: NATERlAL TEST DEEMS: NECESSARS 27 T TO THE FAILURE OF T "E INITIAL TEST, WILL RE AT T "E CONTRACTORS EXPENSE TYPICAL SECTION �� . �� 8.WNERE DRIVEWAY DEPRESSIONS ARE CONKTRUCTED, 111E DRIVEWAY APPRoAC"ES S "ALL kiE CONSTRUCTED TO PROPERTt LINE PER CITY OF G11TA kESA -- _ __ - -- -- - - -- _ .- N I STANDARD PLANS. 4 NO SCALE 2 4 t;l F.M. 9 ALL UNDERGROUND WORK S "ALL BE COMPLETED PRIOR TO ANY SURFACE WORK IN ruC,L1C R/w r STA. 0 +00 TO S T-A.10 +68.77 �_;_ ?$ 39 MANISTEEDRIVE �� �' PARK SITE // 10, STREET LIGHTS TO BE INSTALLED PER CITY OF COSTA MESA STANDARD DWG " TOI, FINAL I.:ATIONI SUBJECT TO UTY ENGINEER S AP PROS A: , of Lyu II. STAMP '•S'• ON CURB AT ALL SEINER LATERAL LOCATIOWS. r 29 Z a /� / l2. PROTECT ALL EXISTING UTILITIES IN PLACE. 60 15'EASEMENT FOR WATE r IN PURPO TO CM SES .C.W.D. 13. ANY CITY SE%W MARK, MONUMENT OR TIES THAT ARE DESTROYED OR DISTUR6ED CLZ1N6 CONSTRUCTION )HALL bE REFLACEC As. .witi;E "N WATER NOTES LOCATION OR ELEVATION SHALL BE REPORTED TO T"ECITY ENCLNEER SY A LILENSL `vii }0CR ON S S:' L OTE >AS FfrEE `OyE c Y 1. ALL WORK ON WATEk MAINS SItALL'�E IN ACCORDANCE W1TN COSTA MESA COUNTY WATER DISTRICT f _ SHOWING LOCATION AND TIES, OR LEVEL RUN. v STANDARD SPECIFICATIONS (REVISE AUG. 1974) i SEQV / 14 SEE NOTE BELOW Q7' S WER WOTES 1 v I. NOTIFY CObTA MESA COUNTY WATER DIST T 48 110URS PRIOR TO ANY CONSTRUCTION ON WATER FACILITIES, c' 3I. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA 9. LLAY PIPE ?p,ASS SAL!, ESE 3. CONTRACTOR WILL NAVE COPY OF 1974 SPECS. ON JOB SITE AT ALL TIMES. 40 MESA SANITARY DISTRICT. LOCK `SPEED SLA MAINL?Nf' JR A R0YE4 railAt 4. A P CTUALACOST AND WILL E POSTED AT T "E' GOMPLeTION OF IMPROVEMENTS FOR 10' /. �� / 2. 6 "V.CP, HOUSE LATERAL CONNECTION SNALLBE CONSTRUCTED FROM THE A01NTIN0 MATERIAL US' !NQ NE0 +JF',�AA; CE•+zNT 1di�RTAR 4R OF ACTUAL COST AND WILL $E "ELD FOR ONE YEAR. // SEwER MAIN TO T"E PROPERTY LINE. GROUT SE FE�M 1zLC f.H. Z. THE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITM A PLOT 5. A 15' EASEMENT WILL BE DEDICATED TO T"E DISTRICT FOR MAINTENANCE. PLAN INDICATING THE RECAMMENDED LOCATION OF THE HOUSE (Ay- IO, STAMP 'S" ON ., BF �: q,L SENEi CAT E[A'; 'Li3LAT4Qk% •. +. TWE REQUIRED SEPAIZATIDN BETWEEN SEWER AND WATER WILL BE I& HORIZONTAL, 3'VERTICAL.1 � Gf �/ J� MECTION FOR EACH LOT PR10R TO SEWER MAIN CONISTRUCT10S1. 11 CONTRACTOR �.�... 4G:E4T NS ECT'.: w FtOw 74E .T.LE 0T TS;E SAvTkvo (� I CONTRACTOR TO 9F -T ALL WATER SERVICC3 70 GRADE PRIOR TO SETTING OF METER AND RIOXES. �- 4. MANHOLES SHALL BE BRICK OR PRE CAST CONCRETE AS MANUFACTURED DIST ENGINEER ;A �S �0'� P RI.,E -..,r.:<~LErE►.' O= w:Y. ; T,a,��..s., A. ALL DEPOSITS FOR ALAN GLIECK AND INSPECTION TO KE PAID BEFORE APPROVAL. l� BY "ASSOCIATED CONCRETE PRODUCTS INC:'OR APPROVED EQUAL. 12 PERMITS REO',: Ci ^. BRA','. 1`L ObTAlA�LD FROG+` T.E STR_ET n_r- q. PROTEG7 ALL EXISTING WATER FACILITIES 1N PLACE. • N .� /� S. SEWER MANHOLE FRAME AND COVER SHALL 8E °ALHAM4RA FOUNDRY 77 FAIR DR �` A MESA LAL1F w A- 17.70" OR APPROVED EQUAL. ^' �� / (n. ALL SEWER MANHOLE FRAMES AND COVERS S "ALL FSE LEFT &" BELOW ! �• .J m I// FINISNE GRADE. "A 5 60ILT „ ZZ -4- 19 /4 MAr, ' 0 // 7 ALL SEWER ROUSE CONNECTIONS SHALL SE PLACED PRIOR TO SURFACING j/ of STREETS. O� �CfT �= 1103 N Q S.TNE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAMES AND COVERS PRIVATE ENGINEERS NOTECE TO CONTRACTOR + / - / ��Q TO FINISHED GRADE AFTER STREET SURFACING IS COMPLETED. TUE EX15TCNCE AND LOCATION OF ANY UNDERGROUND ES D UTILITY PI OR 37 STRUC UT RES SHOWN ON TWESE PLANS ARE Ob'TA1NED P,Y ASEARCII OF __ _ THE AVAILABLE FZE00RDS. THE CONTRAC'To2 IS RE I E TO TAKE DUE EH, -- KVC.i' SCALE 1 "� 100' PKL.�+NV IIU fV MKT ME A6U E5 TO PROTECT ALL UTILITY LINES INCLUDING r 38 °5 % 14.PAVEMENT THICKNESS AS SHOWN ARE BASED ON A% ASSUMED. F VAiUF "'t �:¢' a. ::.s`rI•* �N S ,_S Hose. TESTS WILL Be MADE 70 DETERMINE THE ACTUAL R VALUE ANG THE t.,.f n'f ti - ;:Nvtf- .5is 40. ::Sriz I L- NoT of RE GOAD OR NOT SHOWN ON T ESE PLANS AND 1S __ b; ACCORDINGLY. TEST TO BE MADE BY A LICENSED SOILS ENGIM t k I vlaSponISIBLE Foe THEIR pROT GTION. ALL TIES of EX1ST1 G 1 UTILITIES ALL BE VE IFJE _S_ To LOCATIO A D LEVATIoN• n "GV I CONSTRLfGZ1oN SHALL STA21 AZ TIE Potty B V.C.P. - - - -- ------ EX.IY'W - - -- -- _- _ as \, COSTA_MESA COUNTY WATER DISTRICT (714) 55&-5210 COSTA MESA SANITARY DISTRICT 4 TALL E FORCMAN 11VG REVISIONS DESCRIPTION - APP, +' AuL_AG2l NO AVENUE SEE SHEET MQ Z CONTRACTOR REFERENCES FIELD BOOK _.PAGE BENCH MARK NO. U S.C.EG Sd TT Nt 1V REFERENCE PLANS ELEVATION, 40.933.19TL NOTE TO WNT?ACTOR, SEE SHY• I DESCRIPTION: AT THE KWM1 FREEMAT IfRMS STANDARD DRAWING No, C.C.M. 0902, 401, 404, 405 WORK START601 Of PADEARINO, hMV 206' W. ALDND ?A MINI AYE. 503 ri01 �� 701 402 FUM! Of THE NEWPORT FRWY,MV 6!' N'LY. _ _ , WORK ACCEPTED; - A11K THE FRth'. EXIT to FROM Wit Of PAUL - ARINO AVE., T9' NWAF TNE4 OF THE E11T RD., INSPECTED BY: SET Sit THE TOP OFAEONERtTE PDSI A6DuT0.1' NOTE: FOR CITY OF COSTA MESA O.M. DATUN A HILVER sTtr THAN THE GROUND WITNESSED BY ADD O -GV TO ALL ELEVATIONS ON TIAi A STEEL ROSY 1' ELY. PATE _- _ rLANS• APPROVED 6Y : A,P�PROV'ED/ BY ; - 2550 N. A ,CiL rT NC AAtF.NUE NA • T MAER OF OTfONS 555 T, ,E - 3 DESIGNED BY: \V F•p DATE DATE STREET, SEWER AND WATER IMPRUVEMENTS FOk _, 2 /LG Tb CHECKED BV: �' TRACT NO. 9 036 DRAWN DV .LK . 2/ __ CHECKED BY: �• /_ 3' 9 -7G I RECOt,SMENDEO eV: RIGHT OF WAY AEAUIREP. 4 r-y 1 TITLE SHEET RIGHT d< WAY AGENT {w APPROVED BY � - �- - - -� "� - i 2 - - -- I O TA EtT7 ENGINEER CITY S MESS - �� �� F CO -7, PIERPOIJT DRIVE 42 INSTALL& V.C.P. SEWER SERVICE LATERAL 906 LF. 43 CONNECT TO EXIST. 8" V.C.P OR EXIST. SEWER MANUOLE - EX.W- - --+ I. rs. ' j ♦�M.H 44 INSTALL SURVEY MONUMEIRT PER CCM. STD. PLAN m `O3 �- - 50 -- - - -- - - -- - - - - -- 1 \ - 45 INSTALL TEE VALVE 3' EA. -- -25, I I (!d � - - -- -- I -- 25' i EI 4G INSTALL 6" GATE VALVE 3 EQ PUF. �• - - -- _... __ -_._ _ PuE. 1 1 I �: fi � _'[' I I r,•. Ir-- � i 1 -,•� �:. � i iT.�. i i i W W ! �� - GI NERAL NOTE -- 1 ___ &o I G. I rao' I �o' I rao' I Go' I moo' i moo' 1 moo' I moo' 1 60' I moo' �' Go' I moo' 1 60' I moo' G2' I G2" 16.01' I i 103.77' S I. ALL WORK SHALL CONFORM TO THE CITY OF COSTA MESA STANDARDS AND SHALL MEET THE APPROVAL OF T "E CITY ENGINEER. ALL NORK Su ALL 1 ' ' BE PERFORMED M ACCORDANCE WITH STD. SPECIFICATIONS FOR PUBLIC WORKS coNST \975 EDITION KITH LATEST SUPPLEMENT. 24 23 22 ZI 20 19 Ig I'] Ico 15 14 13 .2 I I `� 8 7 � 4 3 i I a I r Z. ALL STREET STATIONIN6 REFERS TO THE CENTERLINE OF T "E STREET, CURB DATA REFERS TO FACE OF CURB. FT 0.03' „ _. _ _SE - S EET U° 4 _ _ _ i = M 2 3. PARKWAY TREES WILL BE PLANTED IN ACCORDANCE WIT" T"E REQUIREMENTS OF THE C1T7 OF COST MES► STREET S T IN LEVEL lINE7 h =114 �FT --, � c, U ER TENDENT - - -� W = 4. TRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MASNTA1N1N6 WARNIN6 SIGNS DOV(iI WSIOS AND FL1WvkN IN ACCORDANLE WI;T,N 144 MATE CON - o o 25 �'„ 1 OF CALIFORNIA DEPT. OF PUBLIC WORKS "MANUAL OF WARNING SIGNS, LIGHTS AND ZEb' ,S FOR USE !N PERFORMANCE OF WORN UPON w6 "KA1 S:' 5 CON RACTOR S - _ - -_ _- _ -- - -_ lI LL OBTA N A PERMIT AND REQUEST INSPECTION FROM G DLFL 4S HOURS PRIOR TO PERFORrh1N6 ANY WORN PHONEITIi)556'4i?j • �S'n $ "Y.C.P. �b ,. -- 6.'TUETAMOUNT Of k%PNALTIBINDER TO BE MIXED WITH THE MINERAL FAG RE6ATE SHAILBIE 5.6 °r•? QY DRY M'E1GHT. TNL CAAU ADAOUNI WILL SE DEIERWN. y F.H fi'VCP F.N. 8 "V.C.P F.N. co U THE CITY ENGINEER. - 26 F," MA N I S TEE KE�C MAP 7 �\ 5 ��' a o,eivE `4i 7. THE CITY OF COSTA MESA WILL PAY FOR T"E INITIAL SOIL AND MATERIALS TEST, ANY SUBSEQUENT SAILS AN: NATERlAL TEST DEEMS: NECESSARS 27 T TO THE FAILURE OF T "E INITIAL TEST, WILL RE AT T "E CONTRACTORS EXPENSE TYPICAL SECTION �� . �� 8.WNERE DRIVEWAY DEPRESSIONS ARE CONKTRUCTED, 111E DRIVEWAY APPRoAC"ES S "ALL kiE CONSTRUCTED TO PROPERTt LINE PER CITY OF G11TA kESA -- _ __ - -- -- - - -- _ .- N I STANDARD PLANS. 4 NO SCALE 2 4 t;l F.M. 9 ALL UNDERGROUND WORK S "ALL BE COMPLETED PRIOR TO ANY SURFACE WORK IN ruC,L1C R/w r STA. 0 +00 TO S T-A.10 +68.77 �_;_ ?$ 39 MANISTEEDRIVE �� �' PARK SITE // 10, STREET LIGHTS TO BE INSTALLED PER CITY OF COSTA MESA STANDARD DWG " TOI, FINAL I.:ATIONI SUBJECT TO UTY ENGINEER S AP PROS A: , of Lyu II. STAMP '•S'• ON CURB AT ALL SEINER LATERAL LOCATIOWS. r 29 Z a /� / l2. PROTECT ALL EXISTING UTILITIES IN PLACE. 60 15'EASEMENT FOR WATE r IN PURPO TO CM SES .C.W.D. 13. ANY CITY SE%W MARK, MONUMENT OR TIES THAT ARE DESTROYED OR DISTUR6ED CLZ1N6 CONSTRUCTION )HALL bE REFLACEC As. .witi;E "N WATER NOTES LOCATION OR ELEVATION SHALL BE REPORTED TO T"ECITY ENCLNEER SY A LILENSL `vii }0CR ON S S:' L OTE >AS FfrEE `OyE c Y 1. ALL WORK ON WATEk MAINS SItALL'�E IN ACCORDANCE W1TN COSTA MESA COUNTY WATER DISTRICT f _ SHOWING LOCATION AND TIES, OR LEVEL RUN. v STANDARD SPECIFICATIONS (REVISE AUG. 1974) i SEQV / 14 SEE NOTE BELOW Q7' S WER WOTES 1 v I. NOTIFY CObTA MESA COUNTY WATER DIST T 48 110URS PRIOR TO ANY CONSTRUCTION ON WATER FACILITIES, c' 3I. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA 9. LLAY PIPE ?p,ASS SAL!, ESE 3. CONTRACTOR WILL NAVE COPY OF 1974 SPECS. ON JOB SITE AT ALL TIMES. 40 MESA SANITARY DISTRICT. LOCK `SPEED SLA MAINL?Nf' JR A R0YE4 railAt 4. A P CTUALACOST AND WILL E POSTED AT T "E' GOMPLeTION OF IMPROVEMENTS FOR 10' /. �� / 2. 6 "V.CP, HOUSE LATERAL CONNECTION SNALLBE CONSTRUCTED FROM THE A01NTIN0 MATERIAL US' !NQ NE0 +JF',�AA; CE•+zNT 1di�RTAR 4R OF ACTUAL COST AND WILL $E "ELD FOR ONE YEAR. // SEwER MAIN TO T"E PROPERTY LINE. GROUT SE FE�M 1zLC f.H. Z. THE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITM A PLOT 5. A 15' EASEMENT WILL BE DEDICATED TO T"E DISTRICT FOR MAINTENANCE. PLAN INDICATING THE RECAMMENDED LOCATION OF THE HOUSE (Ay- IO, STAMP 'S" ON ., BF �: q,L SENEi CAT E[A'; 'Li3LAT4Qk% •. +. TWE REQUIRED SEPAIZATIDN BETWEEN SEWER AND WATER WILL BE I& HORIZONTAL, 3'VERTICAL.1 � Gf �/ J� MECTION FOR EACH LOT PR10R TO SEWER MAIN CONISTRUCT10S1. 11 CONTRACTOR �.�... 4G:E4T NS ECT'.: w FtOw 74E .T.LE 0T TS;E SAvTkvo (� I CONTRACTOR TO 9F -T ALL WATER SERVICC3 70 GRADE PRIOR TO SETTING OF METER AND RIOXES. �- 4. MANHOLES SHALL BE BRICK OR PRE CAST CONCRETE AS MANUFACTURED DIST ENGINEER ;A �S �0'� P RI.,E -..,r.:<~LErE►.' O= w:Y. ; T,a,��..s., A. ALL DEPOSITS FOR ALAN GLIECK AND INSPECTION TO KE PAID BEFORE APPROVAL. l� BY "ASSOCIATED CONCRETE PRODUCTS INC:'OR APPROVED EQUAL. 12 PERMITS REO',: Ci ^. BRA','. 1`L ObTAlA�LD FROG+` T.E STR_ET n_r- q. PROTEG7 ALL EXISTING WATER FACILITIES 1N PLACE. • N .� /� S. SEWER MANHOLE FRAME AND COVER SHALL 8E °ALHAM4RA FOUNDRY 77 FAIR DR �` A MESA LAL1F w A- 17.70" OR APPROVED EQUAL. ^' �� / (n. ALL SEWER MANHOLE FRAMES AND COVERS S "ALL FSE LEFT &" BELOW ! �• .J m I// FINISNE GRADE. "A 5 60ILT „ ZZ -4- 19 /4 MAr, ' 0 // 7 ALL SEWER ROUSE CONNECTIONS SHALL SE PLACED PRIOR TO SURFACING j/ of STREETS. O� �CfT �= 1103 N Q S.TNE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAMES AND COVERS PRIVATE ENGINEERS NOTECE TO CONTRACTOR + / - / ��Q TO FINISHED GRADE AFTER STREET SURFACING IS COMPLETED. TUE EX15TCNCE AND LOCATION OF ANY UNDERGROUND ES D UTILITY PI OR 37 STRUC UT RES SHOWN ON TWESE PLANS ARE Ob'TA1NED P,Y ASEARCII OF __ _ THE AVAILABLE FZE00RDS. THE CONTRAC'To2 IS RE I E TO TAKE DUE EH, -- KVC.i' SCALE 1 "� 100' PKL.�+NV IIU fV MKT ME A6U E5 TO PROTECT ALL UTILITY LINES INCLUDING r 38 °5 % 14.PAVEMENT THICKNESS AS SHOWN ARE BASED ON A% ASSUMED. F VAiUF "'t �:¢' a. ::.s`rI•* �N S ,_S Hose. TESTS WILL Be MADE 70 DETERMINE THE ACTUAL R VALUE ANG THE t.,.f n'f ti - ;:Nvtf- .5is 40. ::Sriz I L- NoT of RE GOAD OR NOT SHOWN ON T ESE PLANS AND 1S __ b; ACCORDINGLY. TEST TO BE MADE BY A LICENSED SOILS ENGIM t k I vlaSponISIBLE Foe THEIR pROT GTION. ALL TIES of EX1ST1 G 1 UTILITIES ALL BE VE IFJE _S_ To LOCATIO A D LEVATIoN• n "GV I CONSTRLfGZ1oN SHALL STA21 AZ TIE Potty B V.C.P. - - - -- ------ EX.IY'W - - -- -- _- _ as \, COSTA_MESA COUNTY WATER DISTRICT (714) 55&-5210 COSTA MESA SANITARY DISTRICT 4 TALL E FORCMAN 11VG REVISIONS DESCRIPTION - APP, +' AuL_AG2l NO AVENUE SEE SHEET MQ Z CONTRACTOR REFERENCES FIELD BOOK _.PAGE BENCH MARK NO. U S.C.EG Sd TT Nt 1V REFERENCE PLANS ELEVATION, 40.933.19TL NOTE TO WNT?ACTOR, SEE SHY• I DESCRIPTION: AT THE KWM1 FREEMAT IfRMS STANDARD DRAWING No, C.C.M. 0902, 401, 404, 405 WORK START601 Of PADEARINO, hMV 206' W. ALDND ?A MINI AYE. 503 ri01 �� 701 402 FUM! Of THE NEWPORT FRWY,MV 6!' N'LY. _ _ , WORK ACCEPTED; - A11K THE FRth'. EXIT to FROM Wit Of PAUL - ARINO AVE., T9' NWAF TNE4 OF THE E11T RD., INSPECTED BY: SET Sit THE TOP OFAEONERtTE PDSI A6DuT0.1' NOTE: FOR CITY OF COSTA MESA O.M. DATUN A HILVER sTtr THAN THE GROUND WITNESSED BY ADD O -GV TO ALL ELEVATIONS ON TIAi A STEEL ROSY 1' ELY. PATE _- _ rLANS• APPROVED 6Y : A,P�PROV'ED/ BY ; - 2550 N. A ,CiL rT NC AAtF.NUE NA • T MAER OF OTfONS 555 T, ,E - 3 DESIGNED BY: \V F•p DATE DATE STREET, SEWER AND WATER IMPRUVEMENTS FOk _, 2 /LG Tb CHECKED BV: �' TRACT NO. 9 036 DRAWN DV .LK . 2/ __ CHECKED BY: �• /_ 3' 9 -7G I RECOt,SMENDEO eV: RIGHT OF WAY AEAUIREP. 4 r-y 1 TITLE SHEET RIGHT d< WAY AGENT {w APPROVED BY � - �- - - -� "� - i 2 - - -- I O TA EtT7 ENGINEER CITY S MESS - �� �� F CO -7, Hi J• \■IWAIN1►\fA�• .a IMLI A\ 011 10 D]. ANISTEE DR RACT NO 9036 &�...I11. m 1- NI ", Ii I "14.°xl I �l NP :I 1 NI _' l '1 �nl`o zkl t NI !l DI lki Su IO m 'lr r Jmmkw \► i�►y��sDIS :r_MM► *= .�.w.IZ7. N I w W W _z t z W _z Q ff a a C U W J V W NOTE.' SEE D/MENS /ON CONTROL PLAN FOR 2530 NORTH GRAND AVENUE • SANTA ANA, CALIFORNIA 92711 • (714) 446 -&7Z3 colvTROL FOR LOT NO. 40 V�JEri'�,ERVISlow �Ofr�.' � DEDICATED WATER MAIN DESCRIPTIOU- SEB SNEEt NCI STANDARD DRAWIN6 N0. WORK 3TARTEOf _ T R T Q / ^'► a R }BNT O� WAY 46EMt. I D ♦AC 1 Kin V n' V PLAN suEE't 5 OF MuMbER, - CITY OF COSTA MESA