Loading...
S-81-7.1BN z w w w ` a a U i r a a c U LL N w MEN CONSTRUCTION NOTES AND QUANTITY ESTIMATE DESCRIPTION EXCAVATION (HYLAND t c.O6NIC Av6NUP.) REFER TOVICIN ITY MAP FOP.STOcKPIL[, LoC:ATION CON5T.035A.C. OVEROAOhA.D. WITH MC-10 PRIME COAT lude4RT,l/UR &vd9 CONyT.4 11A..C. OVER 14 "/A,5 , WITH MC -90 PRIME COAL' //YZdND 4VZ7 CoNST_ A IIA.C.OVEII II "A.D. WITH MC -70 Pr lME COAT SCEN/C [lYG'. CONST_ TYPE I'C -6" CUR& AND GUTTER PER STD OWG. NO. 'i02, °503 C0N,'i Ti. 4-" P.C.C. SIDEWALK PER STD. DWG. N0.4O2,4031j404 `HI4 "UNTREATED EASE CONTT 60" P.C.C. COMMERCIAL DRIVEWAY APPROACH - TYPE IC Oft, TYPE I ASNOTW CONST. CURB RETURN WHEEL CHAIR RAMPS PER STD. DWCa. NO. 5O6 4 -x-107 REMOVE EXIST. STREET BARRICADE _ ADIVST MANNDLE TO GRADE CONST. PARKWAY CIJLYERT- TYPE "PS" PER OR.CD.C.- MA.STD.P4ANP'.0.3041 CoNST SURVEY MONUMENT TYPE "A" PER STD. DWG. No. 6015 - McDTALL STREET LIGI -IT (9.r,5.V. 22,000) CON9T. D7REET NAME SIGN ftK STD. DWCa. No, 000 CON9T• STREET LICaHT TYPE "D -I" it poo N.PS.V.PER 9711). DWG. NO. 701 CONST 45 "AG OVER 4 "AR's CONST. 4 "AG.OVER 4" A.5 . WITH MC -70 PRIME COAT- NOWARp WAY CO"-ST STREET LIGHT TYPE "r>-I" 9500 I-I.PS.V. PER STD. DwC+, HO 701 FEATNEIC OVER EXISTING PAVEMENT TO SATISFACTION OF THE CITY 6NVIN661Z TRtNCN ;Z.EPLAC.6M6NT PER C.C.M. STD. NO. 80( CODIST. (8 ")( 1 I TEE ( FL61 R T )( II•T•) CONST. 1>7011R.C.P.4000 -0 C C,NST. 1160" R.C.-P. / 15 00. D CONST 3q" R.C.P.11200 -D CANST. CATCH 6ASIN NO.2 PER LACPCD DM16a.N0.2-DIWLWIrH LOCAL DE?Kt"(ON N0.4 PER LACFCD DWG, N0. ,2 0415 REMOVE EXISTING PLUG AND JOIN RCP JTUC l54Y6 "T" (PL - - (kTt r) CONST C2) 4" SCN. 40 PV6 6LE6VEz7 9ELO W SUD(,)',AD6 151, > 12" REOU CF P-, FL(. x R•T.) IB "'A ID" TEE (FLO) CON9T, Co" V.C.P. SEWER LATERAL CON9T. e" V. C.P. SEWER CON-^7T STD.SEWER MANHOLE PER COSTA MESA SANITARY DISTRICT SPECIFICATIONS CONTT 72 "I,D. SEWER MANHOLE OVER EXIST. 46 119EWER PER O.C.S.D.9TD. NO. -& 4ir -I¢'�I iR1LT PERM 1 T REMoVE E:XIIMNO PLUC. 4 JOI N 2�>" V. (D P. I �Q avx�c CO(NST CLAx ISO OR NEAVI£R � 8 "cAlrTzaJftT W( NOT VIP BITUMINOVS COATNNG> 1 APPD M JOINTS EXI'�I1Nb UTILITY POLE TO 17�E KE.00AT60 3�/ VTILITY C.O. CONTT 6" GO- ELL (RTxRT) CON'3T. 64 A.C.P. (CLASS 115t WATER MAIN CON9T', 12" A.C.P. (CLASS 150) WATER MAIN CONST. 16 "A.cp. CLASS (SO) WATER MAIN INSTALL C>" BUTTERFLY VALVE RTX FLG. INIjTA" 12" BUTTERFLY VALV6 RT -x FLG. INSTALL IE)" P✓UTTERFLY vA ,-y E• RTX FLG. INSTALL FIRE HIDRANT A456M9LY PER M.C.W.D. 4TV. DWG-. JO. 4 REMOVE EXISTING DLOW -OFF ASSEMPxY A40 JOIN EXISTINU Ib" A. C• P /TNDc,��RAE�LOJa�rIEnWpe.o.ASSY r _ r"� \ EXcWDl171. CONST. 2" WATER SERVICE PER, M. C. W D. STD. DWG. NO.2 14 'ILF 101 L / METER♦ 50Y C,ONSTROcT FIRE SERVICE STUD PER M- C.W -D. STDS. INCL.5LOWOFF (i6E 06TAlL, 41B260N 814 AS ) NoTEO INSTALL 24" X 18" TAPPING, SLEEVE INSTALL (8" TAPPINCT VALVE PEi< MZ.W.D. STD.DWU.PO 5 INSTALL IO" DuTTEPfLY VALVE RT)eFLG CONST. 18" DUCTILE LROKFIPE CGLAn5G) 111CL.WcAsWENT CONST 10" FL(. x R.T. AVA?TFP- !tEMOV6 6X1' >rING STkNDPIVb KLMDV6 EAI-- TINh IKRIbATION LINE, t PLUI, ENDS W I FCC. CONST. I "AM9 VAcUUH K6"F ,F, VALVE PER M.C. W.D. STD. DWb B TCOHcT IB" -45 °ELI, (FLUX FLG) COSTT CONC. THRUST MLOCY, PER M.G.W.O. STO.00. 12 CONST GRAU(TV 5LOCr- ?69- M.C•W.D.STD. nw6.170• U TYPICAL S E GTIONS � -- STREET LIGHT RTu RIB I alr °SQ _ .. 25' 20 - i �` 20 _I_ 5' ' LEI I kr7E UTILITY HEMENT - UNTREATED EASE EMT R ri. ICK .6_ 5. IMUM) :ALE 42' FPASE I PHASEII STANDARD SEWER NOTES I. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DI`7TR(CT. 2. & "V.C.P. LATERAL CONNECTIONS SHALL LSE CONSTL2UCTED FROM THE SEWER MAIN TO THE PROPERTY LINE FOIL EACH LOT :F4 is qa&V4F�R AN Fa6eF STANDARD WATER NOTES I. 'WATER MAINS TO PEE INhTALLED ACCORDING TO THE 1980 STANDARDS AND SPC-CfFICATION% OF THE MESA CONe7OLIDATED WATER Pl�ITRICT- 2. CONTRACTOR TO NAVE A JOP> -SITE COPY OF 1980 STANDARD SPECIFICATIONS ATALL IM. T E�i 3. CONTRACTOR TO NOTIFY M5�,A CON`>OLIDATCD WATER DISTR)CT 46 HOURS PRIOR TO COINSTRUCTION (f HONE (714) 631 1200 OR (714) 754-5'196. 4• ALL PLAN CHECK, INSPECTION AND ENGINEERING DEPOSITS WILL 6E MADE PRIOR TO SKbNATURE OF Ot7TfRICT ENS!NEF�P 5 A 60NP WILL PEE POSTED AT THE CoMPLETfON OF PROJECT F02 10% OFACTUAL COST AND WILL BE HELD FOR ONE YEAR_ to K,5gUIRED SEPARATION (PETWEEN SANITARY SELVER AND WATeKMAIN`� WILL DE IO'HORI- ZONTAL 3' VERTICAL. 7. SERVICE LATERALS SHALL DE SETTO GRADE )BY CONTRACTOR PRIOR TOT-HE IN'�TALLAT(ON OF VVAT•EFA McTER9 AND DOXES. 0, INSTALL l3ACKFLOW DEVICE AS PER COSTA MESA COUNTY WATER DISTRICT RULESCRr.UULATIONS 9 ALL WATER MAINS GoHALL HAVE ';' -Co" MIN. COVER- TO FINISH GRADE. (O. A PERMIT WILL ESE P.Ey?uLKED FROM THE MESA CONSOLIDATED WATERpISTR(C7 FoK CONSTRUCTION OF WATER IMPROVENIEN -TS THb Cc)JTRAGToK SHALL NOTIFY r -ICVJP AT TELLPI-tONE NUMP6fL 1200 02 715 4- 539P�� 48 HOURC FRI OP_ TO F36- 6IN0INC7 C0MGTR0C.TLO0 OF WATEI;IMPRoVEMENI�- I I. ALL WATBFZ MAINS WILL, P]E TESTED AT 225 PS.I. FOR FOUR NOU(RS. I �. INSTALL FIRE HYDRANTS PER STD - DWG. NO. 4 13, RAISf�ALL EXISTLH& VALVES TO GI'_ADE 14. PRcTECT ALL Ex(sTlrl& UTILITIFiS IN PLAG6. 15. STAMP "W" ON CURF� AT AL._ WATER LOCATIONS. 16. INSTALV GLOW -OFF AS PER STD. DWG NO 9 1b. ATtKLS 9vl MATERIAL, WILL NA SEA SAND EQUIVALENT TPE 25CORLOWEATE ]CF, REQUIRED AAh g36CN INSTALLED t TESTED 11. HE 6AND e)ACKf(LL. WILL t3E COMPACTED PEfiSTD. DRAWINO S 19 20. INSTALL THRUST DLOCK4 MK96TRICT STANDARD DINE IF (2. QUANTITY QUANTIT'( NIT 1130 G9G0 cy - 20(,20 5F - 58,810 5F 10,190 15,900 5F IG20 3161 LF 7015 145150 5F I 290 16035 5F 2 3 EA I - CA 3 EA - I EA 2 2 EA _ 4 CA 1 2 CA It 5 EA - 9170 SF 2( 755 FA SF 5 3 21 !Al<iT Wt- IEGLL.HAI LZ KaMt.- VtnE CWW OP 441 rA M6t;� �i 117. 171v Zn. L5 1 LF EA LF - t EA - 88 Lf t 442 170 7G4 3 10 l 546 285 I I 2 1 (o G I 2 -I- - JI "maw., 4 I I PUDLIC UTILITY EAyE M EN T 4 "JNTPEAT6O DASE 3 SCENIC AVE. �Q (lo HOWAKD WY T6 "THICK A,6.(MIN; - SCENIC AVENUE i� 7' 35' � 2 � FFUTIJ R%WK• PUT C.Qla FI)NI�SH£D SURFACE L.� 42' 35' �i HYLAND AVENUF_ No SCALE - STA. IOtOO TO STA. 213 +4_ t REVISIONS NO. DATE I DESCRIPTION WORK STARTED: WORK ACCEPTED: INSPECTED BY: R/W >I ""THICK A.6.MIN. 4 CA STANDARD SEWER NOTES I. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DI`7TR(CT. 2. & "V.C.P. LATERAL CONNECTIONS SHALL LSE CONSTL2UCTED FROM THE SEWER MAIN TO THE PROPERTY LINE FOIL EACH LOT :F4 is qa&V4F�R AN Fa6eF 3 EA - EA G1.0 LF II'Z ❑ CATCH P�A�IN 14 - GATE VALVE I EA MANHOLES SHALL BE 5RICK OR PRECAST CONCRETE AS MANUFACTURF_O I >Y A55CCIATED CONCFETE PRODUCTS , INC. OK APPROVED EQUAL, 5. SEWE(Z MANHOLE FRAME AND COVER SHALL 8E ALHAME5RA FOUNDRY 6\ - 12700R APPROVED EQUAL, ALL.SEWER MANHOLE FRAMES AND COVERS SHALL 5E LEFT A MINIMUM OF 0" BELOW FINISHED GRADE. 7 ALL SEWE2 LAT =RAL CONNECTIONS SHALL SE PLACEP PR(ORTO SUKFACINC CD STF F-ETS . S. THE SEWER. CONTRACTOR SHALL RAISE. THE MANHOLE FRAME AND COVER TO FINISH GRADE AFTER STREET SURFACING IS COMPLETEo. 9. CLAY PIPE JOINTS SHALL BE MECHANICAL COMPP E' `,ION JOINTS. MECHANICAL COMPRE-S91ON JOINTS SHALL E,E 11 WEDGE LOCK" "SPEED SEAL MAINLINE" OR APPROVED EQUAL, IN NO CASE WILL JOINTING MATERIALIUSING NEAT PORTLANDICEMFNT MORTAR ORGROUT 6E PERMITTED. 10, STAMP "S° ON CURP.� AT ALL SEWER LATERAL LOCATIONS. II. CONTRACTOR SHALL, REQUEST fNSPECT(ON FROM THE OFFICE OF THE SANITARY DISTRICT ENGINEER 24 HOURS PRIOR TO COMMENCEMENT OF WORK . TELEPHONE 754 -5 1 00. 12. PERMITS REQUIRED FOR SEWER CONSTRUCTION SHALL ESE OEiTAINED FROM THE STREET DEPARTMENT 77 FAIR DRIVE CIA MESA. 13. WORK NOT DONE IN THE PRESENCE OF THE DISTRICT,- INSPECTOR IS SUEQECT TO iRE- J ECTI ON . 14. A SPECIAL PERMIT WLL I bE REQUIRED FOP, THE CONSTRUCTION OF THE MANHOLE IN HYLAND ),VENUE @ STA. 24 +&0, 5Y THE ORANGE COUNTY 54,N(TATfON DISTRICT. f5, ALL WCKtK WITHIN THE GRANGE COUNTY SANITATION DISTRICT RIGHT OF WAY SHALL BE IN CONFORRMANCE WITH DISTRICT 9TANDARD PLANS AND SPECIFICATIONS. I 6EFORE COMMENCIK6 WORK W(THIN ORANGE COUNTY SANITATION DISTRICT RIGHT OF WAY, CONTRACTOR SHALL REQUEST INSPECTION FROM OR.CO. SANITATION DISTRICT 24 HOURS PRIOR TO COMMENCEMENT OF SAID WORK. TELEPHONE 054.0- 2910, 431 LF 1902 LF 7 CA I EA _ EA 3O LeF 1 EA - [FA - _4 EA 3 EA 9 EA IELOC.) I E,A It EA It EA I EA FA EA 21 !Al<iT Wt- IEGLL.HAI LZ KaMt.- VtnE CWW OP 441 rA M6t;� �i 117. 171v Zn. (00 9 LF EA c- 03 M Vmm I -c- 1 2i�i LF. I EA I d IJ[� QINl71L,O�Ch G,nlc.l� Lo��iT 1�- b -F'ELi P.�-lp t- JLTA.I L.�� NOTICE TO CONTRACTORS ALL CONTRACTORS AND SL)5 ONTRACTORS PEKFORMING WORK SHOWN ON OR RE- LATED TO THESE PLAN�J 5HALL CONDUCT THEIR OPERATION S SO THAT ALL EMP- LOYEE4 ARE PROVIDED A SAFE PLACE TD WDRK AND THE PUBLIC IS PROTECTED, ALL CONTRACTORS AND SU6CCNTRACTORS SHALL COMPLY WITH THEI'OCCUPA- TIONAL GAFETY AND HEALTH REGULATION" OF THE U.S. DEPARTMENT OF LA- BOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RE- THE CIVIL ENGINEER SHALL NOT PEE RESPONSIPoLE IN ANY WAY FORTHE CCNTRAcTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCU - PATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LA60R OK WITH THE STATE of CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATION'? I'CONSTRUCTION SAFETY ORDER511, CONTRACTOR FURTHER AGREES THAT HE 5HALL A.5'7UME SOLE AND COMPLETE =ET LIGHT RESP0IJ51L31LITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CON- STRUCTION OF THIS PR OJECT (NC LODIM6 SAFE TI OF ALL PERSONS AND „ PROPERTY T 5ETL�MITFP TO N RMQALrWORKNU HOURS ANDYTHAT THECONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER AMC) THE ENGINEER HARM- LESS FROM AIil AND ALL LIAEyILITY' REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJEEI� EXCEPTING. FOR 1NTRfATEO PASS LIAP5ILITY ARISING FROM THE SOLE NEGLIGENCE OF �HE OWNER OR THE E NC.INEER. lowazo WAV Ih ti47 - t7A.¢.-r of ,AV Ok5- I GGi.��Jt- TZ -UGTI O".J GOtiLTYCAf -T REFERENCES FIELD BOOK PAGE BENCH MARK NO. 145 REFERENCE PLANS 77 -20.4 S75-07 ELEVATION '30.590 NOTE TO CONTRACTOR, SEE SHT. DESCRIPTION CH15CL6D AT STANDARD DRAWING N0. 302,',03 ,402,40'1, 4.04 CENTER. OFCUR6 tSTUKN AT 5010,;07, Cool, G02, G03 (oO51 GO(a, Gao74 701 INT. OF HAR60R, DLVD, AND SUNFLOWER, AYE. - GENERAL NOTES I ALL WORK OTHER THAN STORM DRAIN WORK 1 SHALL CONFORM TO THE CITY OF COSTA MESA STANDARDS AND SHALL MEET THE APPROVAL OF TH5 CITY ENGINEER , ALL STORM DRAIN WORK e7HALL CONFORM TO THE L . A. G F. C. D. STANDARD PLANS AND SHALL MEET THE APPROVAL OF THE CITY ENGINEER, 2. ALL STREET STATIONING REFEKZ TO THE CENTC-R LINE OF THE STREET 3. PAVING AND PEASE SECTION LISTED IN THE QUANTITY ESTIMATE AKE FOR.8IDDINGa PURL - POSLS ONLY AND ARE SUF>JECT TO REVISION UPON RECEIPT OF SOILS TEST-z:, . 4. CURD DATA REFERS Tn FACE OF CURE,. 5. a.) PARKWAY TREED WILL E>E PLANTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF COSTA MESA PARK SUPERINTENDENT G. ALL WDRIS SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS POR, PLJ6UC WORKS CONI TJiUCTION, CURRLI'IT EDITIC^ . 7- CONTRACTOR c2HALL FURNISH AND IN -7TALL ALL SIGNS UGHTS bARRICADES,AND ANY OTHER TRAFFIC CCNTROL CF WARNING DEVICES INCLUDIN(a FLAG �E0.5ON51 pS MAY DE jiEQUIRED SY THE ENGINEER. ALL (TEMh MENTIONED GF-ALL SE: IN CONFORMANCE WITH TT-1E CURRENTREQUIRE- MENTS 4,5 SPECIFIED IN THE LATEST EDITION OF T45 CONSTRUCTION 5A1`15TY ORDERS. FAILURE TO DO SO WILT, BE CITED UNDEP, APPLICABLE SECTION OF T-IF_ C.V,CAND CORRECTIVE COST) TO THE CITY WILL DE CHARGED. 8. CONTRACTOR SHALL OP)TNN A PERMIT AND REQUEST INSPECTION FROM CITY ENGINEF- -RING g6FAfLTMENT TO D6 MADE 413 HOURS (N ADVANCE OF PeRFORLMING ANY WORK TELEPHONE 754- �i�i2'h. 9, THE AMOUNT OF A`iPHSLT BINDER TO PlE MIXED WITH THE MINERAL AGGREGATE 5HALL PEE 5. Co% DY DRY WEIC,HT. THE EXACT AMOUNT WILL P E DETERMINED by THE CITY ENGINEER, 10. "N-17 eo- 1 SHALL PAY FOR THE INITIAL MOIL AND MbTERIALS TESTS ANY SUP - SEQUENT TEST DUE TO FAILURE OF TuE INITIAL TESTS AS DEEMED NEC.ESSAR`( f5Y TH-E CITY ENGINEEFZ 1nL-L_ 111E ppxD Holz per( Ti-1>✓ c o fT- tzACTO1Z . II. ALL UNDERGKOUND WORK SHALL f -5E CoMPLETE PRIOR TO ANY SURFACE WORK IN THE PUBLIC RIGHT OF WAV, 12. STKEET LIGHTS TO ESE INSTALLED PER CITY OF COSTA ME9A STANDARD DWG. NO,-701 THE FINAL LocATlorJG. SUe53ECT To CITY ENGINEER'S a,PPRoVA.L. STREET NAME SIVNS TO ESE IN17TALLED SACK OF CURB Of? Om BRACKET MOUNTED ON STREET LIGHT POLE I PER CITY OF COSTA MEyA STANDARD DWG, NO. GO&, (4. STAMP IIG11' bN CURD AT ALL SEWER LOCATIONS. 15. ANY CITY 6ENCH MARK I MONUMENT OR TIES THAT ARE DESTROYED OR DISTUR5ED DURING CONSTRUCTION SHALL 6E f,ePLACED. ANY CHANGE IN LOCATION OR ELEVAT(ONS DE REPORTLD to HE CITY ENGINEER BY A LICENSED SURVEYOR ON 8'/2 "x II" LOOSE LEAF PAPER (ONE SIDE ONLY) SHOWING LOCATION AND T(ESI OR LEVEL RUN IG. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES IN PLACE. 17. PIPE PIEDDINCa IN TFRENCHE5 1iHALL E>E F6-;K L.A.GF -GD. STANDARD DKAW(NO 2 -0177 CASE =. !8. ALL CATCH OASIN°i SHALL HAVE HORIZONTAL PROTECTION FARS PER LA,C F.C.P. 9TANDARD DRAWING 2 - 0175 . 19. ALL STORM DRAIN MANHOLES SHALL POE LEFT 6ELOW SUf5GRA,DE. THE CONTRACTOR SHALL RAISE THE MANHOLE FRAMES A,NP COVERS TO FINISHED GRADE AND MAKE NECES�iAKY P,EPAIRS TO TT-IE PAVEMENT- 2Q PAVEMENT THICKNESh AS SHOWN r IS BASED ON AN A55UMED IIR" VALUE OF 5 DUKZ N6 CONSTRUCTION A SOILS TEST 9Ha.LL P.�E MADE TO pF_TERMINE THE ACTUAL I'R" VALUE AND THE PAVEMENT jHICKNE55 ADJUSTED ACCORDINGLY. TESTS SHALL 6E MADE 6`I A LICENSED SOILS EJ�IGINEER. NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE ODTAINED 5Y A SEARCH OF THE AVAIL: APSLE RECORDS. APPROVAL OF THUS PLAN E >Y THE CITY OF COSTA MESA GOES NOTCON5T(TUTE A REPRE- SENTATION AS TO THE ACCURACY OR COMPLETE - Ne," OF THE LOCATION OR EXISTENCE OK WON- F)Q5TENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE L(M)T`1 OF THle7 PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THIS PLAN. 640816 OF BEARINGS THE CENT6RLINE OF MACAF,714UP, PSLVD. FACING N 58'45'15"(5, PER PM 731 H-12.. DESIGNED BY: CHECKED BY: R.J. PS. DRAWN BY: OEM CHECKED BY: RECOMMENDED BY: RIGHT OF WAY ACQUIRED: Jam: %S�oL� �1 A9;ISTANT CITY ENGItr6ER RIGHT OF WAY AGENT APPROVED BY: - CITY ENGINEER e'eIFJAwE MACAKTHUP, Qd &OULEVAKD `C it r.► cei- ~ A ca (J Q �J n O� Q� 2 0 O� iK �b U -7 N >3 7 w 4 AVE N � Z 3 `�• v. OF Treucac; l 3 nr> O 15 N} - d I CO 10 II - - -SD STORM DRAIN L wz,- c o e DOhIE UI.IDEIZ. h, II'Z ❑ CATCH P�A�IN 14 - GATE VALVE FIRE HYDRANT Z SEWER MANHULE O -3;X STREET uUHr O - -r r.► cei- ~ A ca (J Q �J n O� Q� 2 0 O� iK �b U -7 N >3 7 w 4 AVE N � Z 3 `�• v. OF Treucac; l 3 nr> O 15 N} - d I CO 10 II - - -SD STORM DRAIN L wz,- c o e DOhIE UI.IDEIZ. 10Air, II'Z ❑ CATCH P�A�IN 14 - GATE VALVE (\LGxRT.zR.T.) 13 VICINITY MAP OUTTERFLY VALVE FLG x FT' A.C.P. CcL.Ax 150) SIZE PS NOTED 04J PLAIJ) uj n z w , O w J u W art O z Q J Z 4N yDTE% IffIREUNEI'�TO DE 'JTiLA 26V F9R f!R6 UJ. , A DBL CK.YAAq 13AUFIDW nf4F [6P- IS 964P kk w.C.w.D. SfI.OWG .NO_ U ,�-CUR6 FaL6 sTJ. DW(r�I I �MEf.JT' 71,0,;Fmd67r IE 0- 1 TYPICAL FIRE LINE STUB - stzF. ASNOFED ON PLAN 1O���T " Chu No SCALE. COUNTY SANITATION DISTRICT NO.I COSTA MESA SANITARY DISTRICT ORANGE COUNT/ , CALIFORNIA APPROVED 6Y p/ PAY � � �/ le /a.✓�.� �� ,b ,r/�/JLI���� �� � � •f � %�� DEPUTY CHIEF ENbINE -6f, D TE DISTRICT ENGINEER PATE MESA CONSOLIDATED WATER DISTRICT PLANS PREPARED B`( 965 PLACf;HTIA AYE. , COSTA M65A, CA, . 92!027 WALDEN ASSOCIATES INC. ?V4Otie Cll4) Cn31- 120o 125 EAST 5PKER -, T 9-UTE 125 MG-C.OL COSTA MESA CAUFORNN 92G'ZG APPROVED 5Y (714) -5 49 - -16 G4L9 JEffKeY RENNA- DIS"W_rENGIIJE6R RCE2G620 ATE DAVID L. WALDEN I R.0 E. 19402 DATE TITLE SHEET S $0'393 STREET STORM DRAIN, SE WE AND WATER IMPROVEMENTS SHEET of � � HYLAND AVENUE, SCENIC AVENUE la HOWARD WAY PLAN NUMBER CITY OF COSTA MESA DEPARTMENT OF ENGINEERING SERVICES BI -2.1 LEGEND - - -SD STORM DRAIN SEWER LINE S - -W - - WATER LINE ❑ CATCH P�A�IN - GATE VALVE FIRE HYDRANT SEWER MANHULE O -3;X STREET uUHr O SHEET NVM6EP, (\LGxRT.zR.T.) 13 VICINITY MAP OUTTERFLY VALVE FLG x FT' A.C.P. CcL.Ax 150) SIZE PS NOTED 04J PLAIJ) uj n z w , O w J u W art O z Q J Z 4N yDTE% IffIREUNEI'�TO DE 'JTiLA 26V F9R f!R6 UJ. , A DBL CK.YAAq 13AUFIDW nf4F [6P- IS 964P kk w.C.w.D. SfI.OWG .NO_ U ,�-CUR6 FaL6 sTJ. DW(r�I I �MEf.JT' 71,0,;Fmd67r IE 0- 1 TYPICAL FIRE LINE STUB - stzF. ASNOFED ON PLAN 1O���T " Chu No SCALE. COUNTY SANITATION DISTRICT NO.I COSTA MESA SANITARY DISTRICT ORANGE COUNT/ , CALIFORNIA APPROVED 6Y p/ PAY � � �/ le /a.✓�.� �� ,b ,r/�/JLI���� �� � � •f � %�� DEPUTY CHIEF ENbINE -6f, D TE DISTRICT ENGINEER PATE MESA CONSOLIDATED WATER DISTRICT PLANS PREPARED B`( 965 PLACf;HTIA AYE. , COSTA M65A, CA, . 92!027 WALDEN ASSOCIATES INC. ?V4Otie Cll4) Cn31- 120o 125 EAST 5PKER -, T 9-UTE 125 MG-C.OL COSTA MESA CAUFORNN 92G'ZG APPROVED 5Y (714) -5 49 - -16 G4L9 JEffKeY RENNA- DIS"W_rENGIIJE6R RCE2G620 ATE DAVID L. WALDEN I R.0 E. 19402 DATE TITLE SHEET S $0'393 STREET STORM DRAIN, SE WE AND WATER IMPROVEMENTS SHEET of � � HYLAND AVENUE, SCENIC AVENUE la HOWARD WAY PLAN NUMBER CITY OF COSTA MESA DEPARTMENT OF ENGINEERING SERVICES BI -2.1