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HomeMy WebLinkAboutW_5318_SGENE.RAL NOTES L 'THIS ',011:: HEREIN INCORPORATES BY REFERENCE, THOSE GENERAL NOTES NUMBERED 1 THROUGH 17 OF OCEMA STANDARD PLAN 1801, 1986 EDITION. ' ' i---;---r-t---+----t-+---t---t-+--t-----t--t--+-r--t--+-t----t--t--t---+----t-+--t-----t--t--+-t----t--t--t---+----t-+--t---1--t--+--t---;---t--+----+--t--+---·-+----t-+--l---+-·t---+--+-----<- ri-----+-E ISl NG TOP OF :UR O 20' W. F C 2. THE DEVELOPER/CONTRACTOR SHALL HAVE A COPY OF THE CURRENT OCEMA STANDARD PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. CONSTRUCTION NOTES QUANTITIES I 3. THE DEVELOPER SHALL TELEPHONE EMA/PUBLIC WORKS/ CONSTRUCTION AT 567-7800 AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION WORK SUBJECT TO EMA/PUBLIC WORKS' INSPECTION. 4. EMA ENCROACHMENT PERMIT REQUIRED. EMA APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITi' TO OBTAIN PUBLIC PROPERTY PERMIT Wrl!CH SHALL BE AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOM,OLISHED IN THE PU Bl IC RIGHT OF WAY. 5. ALL CONCRETE CURB AND GUTTER FLOWLlt,ES WITH l£S~ rHAN 1% GRADE SHALL BE WATER TESTED PRIOR TO FINAL FINISHING TO INSURE PROPER DRAINAGE WITHOUT UNACCEPTABLE HIGH OR LOW SPOTS. 6. ALL UTILITY TRENCH BAC:,FILL AND COMPACTION INSPECTION OUTSIDE THE LIMITS OF DEDICATED SlREET RIGHT OF WAY SHALL BE PERFORMED BY OCEMA REGULATION. IN COUNTY R/W OGEMA CONST. WILL GOVERN TESTING. 7. ALL DAMAGED CONCRETt. SIDEWALKS 0R CURBS SHALL BE SAW-CUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF OCEMA STANDARD PLANS. ,.,,.~_ 8. DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT, CLEAN, ·•_•ccr FREE AND SANITARY CONDITION AT ALL Tii,iES AND TO THE SATISFACTION 0. '.~OUNTY'S INSPECTOR. TH~ ADJACENT STREETS SHALL BE KEP, CLEAN OF DEBRIS, 1 ITH OUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION, METHOD OF STREET CLEAN!NG SHALL BE BY DRY SWEEPING OF ALL PAVED APEAS. NJ STOCKPILING OF BUILDING MATERIALS WITHIN THE COUNTY RIGHT-OF--WAY ~1ITHOUT THE PERMISSION OF COUNTY'S INSPECTOR. 9. PRIOR TO Flt, AL AC<:EPTANCE OF STREET IMPROVEMENTS, ALL STREET PAVEMENT, SIGNING, STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. ALL STRIPING ANfl STENCILING SHALL BE ACCORDING TO STANDARD PLAN NO. 1801, NOTE 17. 10. TRAFFIC SHALL BE MAINTAINED AT ALI TIMES AND SHALL BE PROTECTED WITH ADEQUATE BARRICADES, LIGHTS, SIGNS AflD #ARNING DE',1CES AS PER THE CURRENT SlATE OF CALIFORNIA, DEPARTMENT OF TRMJSPORTATION, MANUAL OF TRAFFIC CONTROLS AND TO rHE DIRECTIONS OF THE COUNTY'S INSPECTOR. 11. OCEMA STANDARD PLANS SHALL TAKE PRECt::DENCE OVER AN\' CONFLICTS EXCEPT FOR STANDARD PLAMS AFFECTING UTILITY COMPANIES, IF THEifl STAi,OARDS ARE MORE STRINGENT. 12. ANY UTILITIES UNDER PAVED AREAS OF PRIVATE STREETS SHALL HAVE A MINIMUM OF 30" COVER Ai,D DEVELOPER SHALL PROvlDE PRIVATE LABORATORY COMPACTION CERTJFICA TION FOR ALL UNDERG'<OUND UTILITIES PRIOR TO ANY PAVING. DEVELOPER SHALL SET UP A MEETING WITH TH~ INSPECTOR AND THE PRIVATE LABORATORY PRIOR TO ANY TESTING. 13. A.C. PAVEMENT PLACED UNDER CARPORTS/ROOFS SHALL BE SLURRY Sl::ALED BEFORE FINAi. ACCEPTANCE. 14. NO CONCENTRATED FLOWS ACROSS ASPHALT PAVEMFNT WITHOUT COUNTY INSPECTOR'S APPROVAL. 15. DEVELOPER/CONTRACTOR SHALL AT THE TIME OF ISSUING THE ENCROACHMENT PERMIT SHALL PROVIDE THE COUNTY WITH A TRAFFIC MANAGEMENT PLAN TO BE IMPLEMENTED DURING THE TIME OF CONSTRUCTION. 16. WHEREVER EXISTING PAVEMENT JOINS ANY PROPOSED PAVEMENT, CONTRACTOR SHALL SAWCUT, OVERLAY, OR FEATHER THE PAVEMENT AS NECESSARY TO PROVIDE A UNIFCRM 1.7,; SlREET CROSS FALL TO THE SATISFACTION OF OCEMA FIELD INSPECTOR. 17. ALL WORK IN COUNTY RIGHT-OF-WAY SHALL BE PERFORMED TO THE SA TI SF ACTION OF THE COUNTY OCEMA CONSTRUCTION INSPECTOR. BASIS OF BEARING ---------- 'N 39· 47' 51" E BEING THE CENTERLINE OF BIRCH STREET AS PER PARCEL MAP FILED IN BOOK 59, PAGE 4 OF PARCEL MAPS FILED IN THE OFFICE OF THE COUNTY RECORDER, ORANGE COUNTY, CALIF. ----------------------------, G) CONSTRUCT TYPE A-2-6" P.C.C. CURS AND GUTTER PER A.P.W.A. STD. PLAN 104-0-0C. © CONSTRUCT 4" A.C. OVER 9" A.B. WITH PRIME AND SEAL COAT. 0 CONSTRUCT P.C.C. SIDEWALK ("W" AS SHOWN) PER 0.C.E.M.A. STD. PLAN 1205. 0 CONSTRUCT 6" P.C.C. DRIVE APPROACH ("W" AS SHOWN) PER O.C.E.M.A. STD. PLAN 1210. @ JOIN AND FEATHER TO SATISFACTION OF ENGINEER. G) SAWCUT EXISTING PAVEMENT 0 REMOVE ~XISTING DRIVi:: APPROACHES/PAVEMENT. @ CONSTRUCT AC CURB TO JOIN EXISTING CURB 0 CONSTRUCT PARKWAY CULVERT TYPE •c• PER O.C.E.M.A. STD. PLAN 1309 (3-A" ~C:'<ED. 40 PVC PIPES) KILL EXISTING WATER SERVICES (SEE UTILITY PLAN FOR DETAILS) @ RELOCATE EXISTING -l:lY OTHERS Nlj'_ 6' 0.17' ~,_ 30' 24' 20' 16' _,. ~tss,~ '011r..RD SI' ~~ " ,. ~t "'"'!, ~ CIVIL ENGINEERING and SUR,£; !NG ~ o, NO. "' 31129 Blreh 5v.-t ~ 25068 ~ t.,por1: hooh, Colll'ornlo 92930 • {£XPllE: 12--31--aiO • 330 L.F. 1320 S.F. 1692 S.F. 288 S.F. LS 340 L.F. LS LS 2 E.A. ~ ~ -,: -+:-t--;,-+-·+-+-l--+--t---t--t--r--fn;"'c-----t-t-+--t-----l-+-+-+-t-+--+---11--+--t---t-+-+-+-t-+--+----l-+-"Tli-t----< ~. r om -. ,, ~ ...; '-' mo ., f.l--t--+--l-+--t----ll---t---t-<>1+~iH-+--t-----lt---t---t-t-+-t-t--t---l-+--t----ll---t--+-t--t--+--+--+--+---<4>+-~ iit ... 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[s_. +I ..... 1-,1 ~ -~ - ---- 9 13 (7 P ROFI LE SCALE HORIZONTAL 1''=30' VERT! CAL 1 "= 4' "- 3 14 17 j - ---+= BIRCH STRFET SEE UTILITY PLANS FOR INSTALLATION OF U TI LI TIES NO STREET LIGHTING EXISTS ON BIRCH STREE:T fllR 20 15409 -I;;' ~heet 2 of 2 ENCROACHMENT PERMIT: 88-14622-RT Q) . (0 _J - "" I . 15 =i: l <fe) n 1 -ltlt ~'"" ... N + .., --lb'l,. -.:: ---~ ---------- 9 VICINITY M.AP N. T.S. (714) 852 -ell2t \1.l~- _ ,,_ __ _ \~~ crv,c _ EMA APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPER ,e'i, fhkzH $_ c...1.,, FROM RESPONSIBILITY TO OBTAIN f'UBLIC PROPERTY PERMIT WHICH "'Ri'=c'S"TM0<~~"."'~'9=~-c-,.""..,..,,,----DAlE: SHALL BE AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING I (EXPfRCS '2-31--19) ACCOMPLISHED IN PUBLIC RIGHT or WAY. Ill< H0)"09 Flle: .Rl1402S1.DWG 1'5\ PM 01/04/89 l----~::.:::::.._ ______ __::::.::::::.::...:.:..:::._ ___ _._ ____ -.-----------~---------~----------._ __________ -a-________ --1.. ____________ -,-___________ ..;_ ______ _.;....;_---t REVISIONS NO. DESCRIPTIONS -~----~~~ APPROVED DATE \ ' •, • 1' • ' ' : . .- BENCH MARK BM :!N-<19-70 ELEV. 50.~ IN THE NE PART Of' THE INT. Of' PALISADES RD a, CAMPUS DR; 25.5' SE Of' THE P!!OLONGA TION Of' THli SE CURB Of' 1H£ DRI~ 1ll THE N£, 8.5' SE OF THE CURB RETIJRN, 8.5' SE Of'A FIRE HYDRANT, J.5' SE Of' A WAT!R L VAL~. SET IN THE TOP OF A CONCRElt POST, 1' BACK Of' JliE FACE Of CURB a, l.E'lla WITH THE Tt>P. 0£,UCffR: THE MANNING COMPANY I 2031 ORCHARD SUITE 250 SANTA ANA HEIGHTS, CA 92707 (714) 250-4200 I COUNTY OF ORANGE E.M.A./TRAFFIC ENGINEERING DIVISION BY: {;/,..~f.. R.C.E. 3ctteS EXP. DATE !V-,ia, DATE I~ THIS PLAN IS SIGNED BY E.M.A./T.E.D. FOR CONCEPT AND ADHERENCE 1' illUA!r, TRAFR~ ''161/.4L,SIGNING AND STRIPING STANDARDS AND REQUIREMENlS ONLY. __ E.M.A./T.E.D. IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS OR ACCURACY. _ COUNTY OF ORANGE E.M.A., REGULATION DIVISION THlS PLAN IS SIGNED BY O.C.E.M.A. REGULATI0~1 FOR CONCEPT AND ADHERENCE TO COUNTY STANDARDS AND REQUIREMENTS ONLY. 0.C.E.M.A. REGULATION IS ru~ONSIB~...:r~ASSUMPTIONS OR ACCURACY. APPROVED BY: "'--LJ,, ~ 3{ 2.Z,(l' -R.C.E. DA PLANS FOR THE IMPROVEMENT OF BIRCH FROM 198' to 528' E/0 ORCHARD DR. U.P. 87-54P BLOCK 5450 MODULE 5 SHEET 1 OF 2 I . t • " .. ' . . .. . ~ ·-. ---- PRIVATE FIRE PROTECTION SYSTEM NOTES A. PRIOR TO INSTALLATION, A PERMIT SHALL BE SECURED FROM THE ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY, REGULATION DIVISION. APPLICATION FOR DETECTOR CHECK VALVE. IF NEEDED, SHALL BE MADE WITH THE WATER AGENCY. B. PIPE SHALL BE U.L. OR A.W.W.A. LISTED FOR FIRE SERVICE SYSTEMS. THRUST BLOCKS SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. C. A HYDROSTATIC TEST OF 200 PSI PRESSURE FOR 2 HOURS OR AT 50 PSI IN EXCESS OF THE MAXIMUM STATIC PRESSURE WHEN IT IS IN EXCESS OF 150 PSI SHALL BE WITNESSED BY A PLUMBING AND/OR FIRE INSPECTOR PRIOR TO COVERING PIPE JOINTS. D. A FLUSH SHALL BD WITNESSED BY A PLUMBING AND/OR FIRE INSPECTOR. E. A FINAL INSPECTION IS REQUIRED. F. SCHEDULE ABOVE INSPECTIONS 24 HCURS IN ADVANCE WITH THE ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY, REGULATION DIVISION. PHONE (714) 834-2626. STANDARD WATER CONSTRUCTION NOTES 1. WATER MAINS WILL BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND SPECIFICA TJONS OF THE MESA CONSOLI DA TED WATER DISTRICT. 2. CONTRACTOR TO HAVE ON JOB-SITE A COPY OF THE LATEST STANDARD SPEC!FICA TIONS AT ALL TIMES. 3. CONTRACTOR TO NOTIFY S.A.H.W.CO. 48 HOURS PRIOR TO CONSTRUCTION. (PHONE: 545-1060 OR 545-4050). 4. PLAN CH£CK, INSPECTION AND ENGINEERING tH:S, AND ALL METER AND SERVICE CONNECTION DEPOSITS WILL BE MADE PRIOR TO SIGNATURE OF GENERAL MANAGER. ~ 5. A PERFORMANCE GUARA~TEE BOND SHALL BE POSTED IN THE AMOUNT ClF 10% OF THE ACTUAL COST OF INSTALLATION OR $500.00, WHICHEVER IS C',fl~ATER. TiiE BOND AND APPLICATION/PERMIT FEE MUST BE RECEIVED BY SANTA ANA HEIGHTS WATER COMPANY PRIOR TO OUR FINAL APPROVAL OF PLANS AND/OR ISSUANCE OF APPLICATION/PERMIT NUMBER. ALL WORK DONE UNDER THIS APPLICATION/PERMIT NUMBER SHALL BE IN ACCORDANCE wr:H COMPANY RULES AND REGULATIONS AND STANDARD SPECIFICATIONS. 6. SEPARATION BETWEEN SANITARY, SEWER, AND WATER MAINS WILL BE 10' HORIZONTAL, 1' VERTICAL. 7. A 15' WATER MAIN EASEMENT WILL BE GRANTEQ TO THE S.A.H.W.CO. FOR MAINTENANCE PURPOSES, 5' FOR WA TEfl SERVICES (7.5' EACH OF MAIN; 2.5' EACH SIDE OF SERVICE). EASEMEf 1T DOCUMENTS ARE Tu BE SUBMITTED TO THE COMPANY NO LATER THAN 30 DAYS AFTER NOTICE OF COMPLETION IS FILED. 8. SERVTCE LATF:RAI S SHAI I RF SET TO GRADE BY CONTRACTOR PRIOR TO THE INSTALLATION OF WATER METERS AND BOXF.S (PER MCWD STANDARD DRAWINGS 1, 2 AND 3). PLEAS( STATE METER SIZE AND QUANTITY NEEDED ON PLANS. 9. WATER METERS Will NOT 6E INSTALLED NOR WATER TURNED ON UNTIL THE BACKFLOW DEVICES REQIJ!RED FOR THE BUILDING AND IRRIGATION SYSTE!,!S HAVE BEEN INSTALLED. fESTED AND CERTIFIED. CONTACT WATER QU.\LITY AT (714) 754--5398. 10. PROTECT EXISTING UTILITIES IN PLACE. 11. WATER MAINS SH Al L HA VE 42" MINIMUM COVER TO FINISH GRADE. 12. RAISE EXISTING WATER VALVE COVERS TO GRADE (PER IJCWD SID. DWG. 14) 13. INSTALL FIRE HYDRANT PER STANDARD DRAWING #4. IOWA CLASS A-F5100P (VALVE OPENING 5-1 /4") IS THE ONLY FIRF. HYDRANT ACCEPTED BY SANTA ANA HEIGHTS WATER COMPANY. 14. INSTALL BLOW-OFF PER STANDARD DRAWING #9. 15. WATER MAINS WILL BE TESTED AT 225 P .S.l. FOR FOUR HOURS. 16. 17. w > 1--1 u:: 0 0 u:: <C I u I u:: I ® EXIST. PRIVATE F.H. r-WO U_j I-< LL(') LLz 0-:,::: x O:'. w<e 0... ,.--... ,.--... >->-J _J --w 5-..._.,..._., . • f-I f- (I) (/) :r :r ~ 0 0 (!) er. er. z - 1-1 I ~ z 0 m ,m ~ 151' 0 -57.:: 0 (fJ I '4 I I I l I I I I I lo 1g 1: I I I I I b I "' ' I~ I SI 'd: I I . ' ' I I I I I I 1~ I I I I • l"/JC StAI • ,flfG/.£ IAIW R),f tVAle. ANt'/0.r -----l--l-ll-- ID, OETAll "Y '' II.T5. (J#c l'IECE /N-,lt/lf./JfAG ,f/~c,f NOTES: ill t. ENB RISER \Yl'R I -llE A88't'E AMl9. 6R>flE, -'<T !'If¥. fO A008M09A'!E ARE SPR!III\LER INSTAI.UfffOij, 2. DETERMINE DIMENSIONS "A" AND ·e· WITH llir HEI.P Of lliE F!RE SPRINKLER PLANS AND OWNER. 3. SEE BUILDING FIRE SPRINKLER PLANS FOR CONTINUA TJON, ',ER!FY PlPE AND DET. CHECK SIZES Willi CONlRACTOR/ PLANS. £ __ DE_T_A_IL_"X_"_ N.T.S. OFFICE BUILDING 20201 BIRCH SEE LANDSCAPE PLANS FOR CONTINUATION OF IRRIGA TIOtJ WATER SUPPLY ON SITE SEE PLUMBING PLANS FOR CONTINUATION OF DOMESTIC WATER SUPPLY ON Sll'E SEE PLUMBING PLANS FOR CONTINUATION OF SEWER ON SITE/ BACK FLOW DEVICE I 9 @ x i.J'--SEE DETAIL "X" ---r l 4 Wlll-l 6"X 4" REDUCING EL BELOW GRADE r'\ --~ t22J I ,. T. v :,:= I < Ul 0 t- ,-: :::, /J) w in - 0 w "' 0 a.. 0 Cl'. a.. , I '°' l!5• ;j2'----1, . ' 15' I 7 I ! 6' -1---1 22 ' L __ _ J I I I I I I CONSTRUCTION NOTES QUANTITIES SANTA ANA HEIGHTS WATER COMPANY CONSTRUCT 6" 6" TAPPING VALl/f. AND 6" TAPPING SLEEl/f. FOR EXISTING 6" A.C. PIPE PER M.C.W.D. SID. 6. 4 EA. CONSTRUCT 6" PVC , C-900, CLASS 150, PER M.C.W.D. SPECS. WITH THRUST BLOCKS PER M.C.W.D. sm. 12, WHITE PIPE. 75 L.F. CONSTRUCT DRY BARREL FIRE HYDRANT INSTALLATION PER M.C.W.D. sm. 4. 2 EA. CONSTRUCT 4" DOUBLE CHECK VALVE BACKFLOW PREVENTER FOR FIRE LINE CONNECTION PEK M.C.W.D. sm. 17. IN PLACE OF 4• ABOVE-GRADE PRIVATE ELBOW, PROVIDE 4" TEE: WITH BRANCH DOWN. AT,ACH WAFER CHECK AND F.D.C. TO RUN. VERIFY SIZE OF DEVICE WITH FIRE SPRINKLER CONTRACTOR. 2 EA. CONSTRUCT 8" P.V.C. PIPE, C-900, CLASS 150, WHITE PIPE PER M.C.W.D. SPECS. WITH THRUST BLOCKS PER M.C.W.D. SID. 12. 220 L.F. TRENCH AND BACKF!Ll PER M C.W.D. SID. 18. CONFORM TO O.C.E.M.A. REQUIREMENTS ABOVE PIPE ZONE. 2 EA. (j) CONSTRUCl 2" COPPER SERVICE ASSEMBLY PER M.C. W.D. SID. 2. 4 EA. 2 EA. ® CClNSTRUCT 2" DOMESTIC METER ASSfMBL Y PER M.C. W.D. SID. 3 & 17. APPROVED DOUBLE CHECK VALVE ASSEMtlLY Ofl CUSTOM~R SIDE. (REQ. 78 G.P.M. DEMAND) PROVIDE @ CONSTRUCT 1 112·· IRRIGATION METER ASSEMBLY PER M.C.W.0. sm. 3 &16. PROVIDE APPROVED R.P.8.F.D. ASSEMBLY ON CUSTOMER SIDE. {REQ 46 G.P.M. DEMAND) CONSTRUCT 8" GT x 6" FLG. 90' ELL WITH :1-iRUST BLOCK PER M.C.W.D. sm. DWG. NO. 12. EXISTING WATER SERVICES TO BE ABANDONED BY CONTRACTOR AT MAIN. (RETURN EXIST. 5/8" METERS TO S.A.H.W.C. YARD) ABANDON EXIST. GAS LATERALS AT MAIN (BY GAS CO.) COSTA MESA SANITARY DISTRICT MAK~ CONNECTION TO EXISTING 6" SEWER LATERAL PER REQUIREMENTS OF COSTA MESA SANITARY DISTRICT. BRING EY!STING CLEAN-OUT UP TO GRADE. DETERMINE FLOW LINE ELEVATION OF EXISTING LATERAL BEFORE CONSTRUCTING ONSITE SEWER. (A PERMIT FROM THE CJ.I.S.D. WILL BE REQUIRED FOR CONNECTION TO EXISTING SEWER.) CAP EXIST LATERAL AT PROPERTY LINE 20151 BIRCH (FUTURE) OFFICE Bull'.)JNG SEE LANDSCAPE PLANS FOR CONTINUATION OF IRRIGATION WATER SUPPLY ON SITE 2 EA. 1 EA 4 EA 2 EA. I L7 SEE PLUMBING PLANS FOR CO'JTINUA TION OF DOMESTIC WATER SUPPLY ON SITE SEE PLUMBING PLANS FOR CONTINUATION OF SEWER ON SI TE I I I I I I I I I I I _ I L _ -~ 1----SEE DETAIL ·x· I 0 "' (fJ ,.,..._,... BACKfl_OW /DEVICES ---~-- EXISTING 5/8" t----1-J 4 WITH 6"X 4" REDUCING EL WATER METERS 330.00' q-r-... '-J BELOW GRADE I BACK FILL MATERIAL WILL HAVE A SAND EQUIVALENT OF 30 OR GREATER. THE SAND BACKFILL WILL BE COMPACTED PER STANDARD DRAWING #18. CHIP 2" "W" IN CURB FACE TO IDE.NT1FY WATER SERVICE LOCATION. 01 0 N __ "'~~ ... , _ I N 39'48°15" J;: ---·" _ ~-------,/ :;;-:i-" ----~ ---. 2 -/rgD9 EB 1\---/1 1 B. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. •• 29. INSTALL THRUST BLOCKS PER MESA. CONSOLIDATED WATER DISTRICT STANDARD DRAWING #12. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING. CONTRACTOR TO INSTALL TEMPORAFY CAPS FOR TESTING AND CHLORINATION PRIOR TO CONNECTING TO EXISTING MAINS. CONTRACTOR TO RETURN ALL MATERIAL REMOVED, (XCEPT A.C. PIPE, BROKEN CONCRETE AND NATIVE SOIL TO SANTA ANA HEIGHTS WATER COMPANY. WATER METERS ANlJ BOXES TO BE IN'STALLED BY S.A.rl.W.CO. BUT PAID FOR BY OTHERS. A DOUBLE CHECK VALVE ASSEMBLY WILL BE REQUIRED ON ALL WATER METERED SERVICES TO ANY CONDOMINIUM UNIT OVER TWO STORIES OR FIVE OR MORE UNITS ON ONE ME"FERED SERVICE, CONTACT WATER QUALITY AT 754-5398. IRRIGATION MFTERS WILL REQUIRE A REDUCED PRESSURE PRINCIPLE ASSEMBLY TO BE INSTALLED. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON METERED WATER SERVICES TO ALL INDUSTRIAL BUILDINGS. A DOUBLE CHFCK VALVE ASSEMBLY WILL BE REQUIRED ON METERED WATER SERVICES TO ALL COMMERCIAL BUILDINGS. IN LANDSCAPED AREAS, NO TREES SHALL BE LOCATED IN S.A.H.W.CO. EASEMENT OR WITHIN 7.5 FEET OF ANY S.A.H.W.CO. F AC!LITY. EXISTING WATER SERVICE Tu BE ABANDONED AT MAIN BY CONTPACTOR. (l:'. + + !i,! ~ 0 t0 w (fJ ~ ~ ~ .. i I APPROVED: COSTA MESA SANITARY DISTRICT I J'-" ID , ~_iM ___ ---lrlr--?=c--;-- I ---++-·-, __ g -;,. G""""'---+ \ ---=--=-LJ ____ L.J_ _ I ,' \-~ r:-J. W--0 _____ _ ~1 ::1 ___, ~_J 1? _l_ f 14 --+-¼--+---'---~s ___ _.__ '--. w t--"' 0 OJ::::, (J) +iF-+ ~ :::, ~ I .::. ':'::_:-__ - - - - - - - - -=1·-- -----------. (E{)- tXIST. F.H. 7 7 ~ESS10i,,_ ~.,,.,..a $'/;"'<a ,/} ... """" ~ 'l)lt 20 15409 JSbeet l of 2 ~ ~{-~ 1 A1~ ~,/,. ·,_:~~;:::: ~----------------------------·----4---__JmJJ~1~s~\IC~T~EN!:!!G~I!;!Ns!EE~RL_ _______ J:D!tA,]TEL-4 _____________ ~-----------.....----------------------------------=~::::::-:=:::::::...../ ..... ------------WR:::..:H:.:::a:'.:.y,::es:..:Fll:.:::•::.;...:JN:.::1::~:2::s2.=o:.:::WG:_..:4·:..:·44.:..:.pM:_0::2:..;./01:.:.t'..:'8:.:..9 _ RE\/ISIONS NO. DESCRIPTIONS APPROVED DATE APPROVED: SANTA ANA HEIGHTS WATER COMPANY w~t.H,J~~ BENCH MARK CE\WJPi1> PREPARED • .,, 1-----------1 n / ,, rJ • / / ~ "' BM :lN-49-70 ELEV. 50•845 "T'HE M 'NNING COMPANY BY: t,;..-CY ' l,L,e.,.--,,A-,&?f,,f_ J., • l-D7A·TEo'/ IN lliE NE PART OF lliE INT. OF I ,"I , l. "•~ PALISADES RD It CAMPUS DR: 25.5' SE 'lf,lj, OF lliE PROLONGATION OF lliE SE 2031 ORCHARD SUITE 250 .; -·--·;..---------------------1-------1------i APPROl/f.D: ~1~,!!1<1•~-~~'..:.,IIN.rt 3 :;,~1,:-,.c.)' /4 CURB OF lliE ORI\-£ TO lliE NE. 6.5' SANTA ANA HEIGHTS, CA 92707 1 v IL • 7 I SE OF lliE CURB REl\JRN, 8.5' SE OFA (714) 250-4200 t---·-+---------------------+--------4----1 £~ FIRE H'\'DRANT, 3.5' SE Of A WATER t-----1---------------------+-------1----1 / VALVE, Sl:T IN lliE TOP OF A ~-,A L_ j! I ,., CONCRETE PCST, 1' BACK OF lliE FACE -·-------+-------+---! ORANcoJ'fMoEPARTMENT I I A,"' c,, CURB I: LE\o£l. Willi lliE TOP. , I \ l I I l I CIVIL ENGINEERING and SURl/f.YJNG 3829 Birch Street Newport Beach, Callfarnia 92660 (714) 852 -8626 Undlr h ~Mli• at (EXPIRES 12-31-89) PLANS FOR THE IMPROVEMENT OF WATER - 20151 SEWER -FIRE PROTECTION -20201 BIRCH STREET SANTA ANA HEIGHTS DATE: ~_ti U.P. 87-54P BLOCK 5450 MODULE 5 SHEET 2 OF 2 • • I ' . t