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S-81-6.1-6.3C M1 GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE CITY OF COSTA MESA STANDARDS AND SHALL MEET THE APPROVAL OF THE CITY ENGINEER. 2. ALL STREET STATIONING REFERS TO THE CENTER LINE OF THE STREET. 3. PAVING AND BASE SECTION LISTED IN THE QUANTITY ESTIMATE ARE FOR BIDDING PURPOSES ONLY AND ARE SUBJECT TO REVISION UPON RECEIPT OF SOILS TESTS. 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 COSTA MESA PARK-SUPERINTENDENT. JR B. PARKWAY TREES WILL BE PLANTED AND IRRIGATION LINES INSTALLFD INCLUDING RISERS, HEADS, VALVES, AND METERS AS DIRECTED BY THE COSTA MESA PARK DIRECTOR. 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECI- FICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1979 EDITION. 7. CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BARRICADES, AND ANY OTHER TRAFFIC CONTROL OR WARNING DEVICES, INCLUDING FLAGMEN, AS MAY BE REQUIRED BY THE ENGINEER. ALL ITEMS MENTIONED SHALL BE IN CONFORMANCE WITH THE CURRENT REQUIREMENTS AS SPECIFIED IN THE LATEST EDITION OF THE 'CONSTRUCTION SAFETY ORDERS.' FAILURE TO DO SO WILL BE CITED UNDER APPLICABLE SECTION OF THE C.V.C. AND CORRECTIVES COSTS TO THE CITY WILL BE CHARGED. 8• CONTRACTOR SHALL OBTAIN A PERMIT AND REQUEST INSPECTION FROM CITY ENGINEERING DEPARTMENT TO BE MADE 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. TELEPHONE: 754 -5323. 9. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE 5.6% BY DRY WEIGHT. THE EXACT AMOUNT WILL BE DETERMINED BY THE CITY ENGINEER. 10. THE CONTRACTOR SHALL PAY FOR THE INITIAL SOIL AND MATERIALS TESTS AND ANY SUBSEQUENT SOIL AND MATERIALS TESTS DEEMED NECESSARY, DHE TO THE FAILURE OF THE INITIAL TESTS AS REQUIRED BY THE CITY ENGINEER. 11. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED TO PROPERTY'LINE PER CITY OF COSTA MESA STANDARD PLANS. LOCATION, TYPE, AND WIDTH ARE TO BE APPROVED BY THE CITY TRAFFIC ENGINEER. 12• ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO ANY SURFACE WORK IN THE PUBLIC RIGHT -OF -WAY. 13. STREET LIGHTS TO BE INSTALLED PER GOAL STp, 701 14. STREET NAME SIGNS TO BE INSTALLED BACK OF CURB OR ON BRACKET MOUNTED ON STREET LIGHT POLE, PER CITY OF COSTA MESA STANDARD DRAWING NO. 606. 15. STAMP "S" ON CURB AT ALL SEWER LATERAL LOCATIONS. 16. ANY CITY BENCHMARK, MONUMENT, OR TIES THAT ARE DESTROYED OR DISTURBED DURING CONSTRUCTION SHALL BE REPLACED. ANY CHANGE IN LOCATION OR ELEVATIONS SHALL BE REPORTED TO THE CITY ENGINEER BY A LICENSED SUR- VEYOR ON 8 -1/2 X 11 LOOSE LEAF PAPER (ONE SIDE ONLY) SHOWING LOCATION AND TIES, OR LEVEL RUN. 17. PROTECT ALL EXISTING UTILITIES IN PLACE. 18. PAVEMENT THICKNESS AS SHOWN, IS BASED ON AN ASSUMED "R" VALUE OF 5. DURING CONSTRUCTION A SOILS TEST SHALL BE MADE TO DETERMINE THE ACTUAL "R" VALUE AND THE PAVEMENT THICKNESS ADJUSTED ACCORDINGLY. TESTS SHALL BE MADE BY A LICENSED SOILS ENGINEER. WATER NOTES 1. WATER MAINS TO BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE MESA CONSOLIDATED WATER DISTRICT. 2. CONTRACTOR TO HAVE ON JOBSITE COPY OF THE LATEST STANDARD SPECIFICATIONS AT ALL TIMES. 3. CONTRACTOR TO NOTIFY MESA CONSOLIDATED WATER DISTRICT, 48 HOURS PRIOR TO CONSTRUCTION. (PHONE: 714- 631 -1200 OR 714- 754 =5398 4. ALL PLAN CHECK, INSPECTION AND ENGINEERING DEPOSITS WILL BE MADE PRIOR TO SIGNATURE OF DISTRICT ENGINEER. 5. A BOND WILL BE POSTED AT THE COMPLETION OF PROJECT FOR 10 OF ACTUAL COST AND WILL BE HELD FOR ONE YEAR. 6. REQUIRED SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WILL BE 10' HORIZONTAL, 3' VERTICAL. 7. A 15' WATER MAIN EASEMENT TO BE GRANTED TO THE MESA CONSOLIDATED WATER DISTRICT FOR MAINTENANCE PURPOSES. 8. SERVICE LATERALS SHALL BE SET TO GRADE BY CONTRACTOR PRIOR TO THE INSTALLATION OF WATER METERS AND BOXES. 9. INSTALL BACKFLOW DEVICE AS PER MESA CONSOLIDATED WATER DISTRICT RULES AND REGULATIONS. 10. PROTECT ALL EXISTING UTILITIES IN PLACE. 11. ALL WATER MAINS SHALL HAVE 3'6" I'INIMUM COVER TO FINISH GRADE. 12. RAISE ALL EXISTING GATE VALVES TO GRADE. 13. INSTALL FIRE HYDRANT PER STANDARD DRAWING # 4. 14, ALL WATER VAIN, 4iILL BE i1157ED A-T 225 P.S.I. FOR TO'U'R 'HOURS. 15. A PERMIT WILL BE REQUIRED FROM THE MESA CONSOLIDATED WATER DISTRICT FOR CONSTRUCTION OF WATER IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY M.C.W.D. AT TELEPHONE NUMBERS 754 -5398 OR 631 -1200 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OF WATER IMPROVEMENTS. 16. BACKFILL MATERIAL WILL HAVE A SAND EQUIVALENT OF 25 OR GREATER. 17. THE SAND BACKFILL WILL BE COMPACTED TO A MINIMUM 9--5-/OF MAXIMUM DENSITY AND CONTRACTOR TO PROVIDE RESULTS TO DISTRICT. 18. CHIP 2" "W" ON FACE OF CURB TO IDENTIFY WATER SERVICE LOCATIONS. SEWER NOTES 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT. 2. 6" V.C.P. BUILDING CONNECTIONS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO THE PROPERTY LINE FOR EACH LOT. 3. THE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITH A PLOT PLAN INDICATING THE RECOMMENDED LOCATION OF THE BUILDING CONNECTION FOR EACH LOT PRIOR TO SEWER MAIN CONSTRUCTION. 4. MANHOLES SHALL BE PRECAST CONCRETE AS MANUFACTURED BY ASSOCIATED CONCRETE PRODUCTS, INC. OR APPROVED EQUAL. 5. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED EQUAL. 6. ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISH GRADE. 7. ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFACING OF STREETS. 8. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO FINISH GRADE AFTER THE STREET SURFACING IS COMPLETED. 9. CLAY PIPE JOINTS SHALL BE BAND SEAL TYPE OR MECHANICAL COMPRESSION JOINTS. MECHANICAL COMPRESSION JOINTS SHALL BE "WEDGE - LOCK," "SPEED -SEAL MAINLINE," OR APPROVED EQUAL. 10. IN NO CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT, MORTAR OR GROUT BE PERMITTED. 11. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS. 12. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 24 HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE (714) 754 -5100 13. PERMITS REQUIRED SHALL BE OBTAINED FROM THE STREET DEPARTMENT, CITY OF COSTA MESA, 77 FAIR DRIVE. TELEPHONE (714) 754 -5307. 14. WORK PERFORMED WITHOUT DISTRICT'S SUPERVISION IS SUBJECT TO REJECTION. PRIVATE ENGINEER'S NOTICE NOTICE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT HIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE CITY OF COSTA MESA AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY OF COSTA MESA, OR THE ENGINEER. ALUMINUM CAP - ESTABLISHED BY O.C.S. DESIGNATED IE 85 .69, 0.6 MILE N/0 ORANGE COUNTY AIRPORT CONTROL TOWER; 0.55 MILE S.W. ALONG RED HILL AVENUE FROM ITS OVERCROSSING OF SAN DIEGO FREEWAY, ABOUT 445' N.E. ALONG RED HILL AVENUE FROM THE CENTERLINE OF PAULARINO AVENUE, 30' N. W. OF CENTERLINE OF RED HILL AVENUE, 97' S.W. OF A WHITE FIRE: HYDRANT, 27.5' N.E. OF POWER POLE NO. 1670752E, SET IN TOP OF THE S.E. CORNER OF A CONCRETE INSPECTION VAULT, LEVEL WITH THE TOP OF 1 CURB. ELEV. 42.880 ADJ. 1970 COSTA MESA SANITARY DISTRICT �j C/ ra�e, DISTRICT ENGINEER WATER IMPROVEMENTS MESA CONSOLIDATED WATER DISTRICT 1965 PLACENTIA AVE. COSTA MESA,CAL.92627 PH: (714) 631-1200 CHECKED BY: NOTICE TO CONTRACTORS PRIOR TO CONSTRUCTION, SEWER AND WATER CONTRACTORS SHALL ASCERTAIN THE COR- CONTRACTOR SHALL VERIFY ALL DRAWN BY: 8 "CURB { GUTTE/� RECTNESS OF WATER SERVICE AND SEWER LATERAL LOCATIONS WITH THE DEVELOPER. CONDITIONS AND DIMENSIONS PAGE 48 HOURS PRIOR TO EXCAVATION, NOTIFY ANY DEVIATION FROM LOCATIONS SHOWN ON THESE PLANS SHALL BE REPORTED TO THE AND SHALL REPORT ALL DIS- Q SOUTHERN CALIFORNIA GAS COMPANY ENGINEER FOR ADJUSTMENT PRIOR TO CALLING FOR ANY CONSTRUCTION STAKING RE- CREPANCIES TO THE ENGINEER KR OF WAY ACQUIRED: OF WAV AGENT 2191 EAST BIRCH STREET QUIRED. G ,I PRIOR TO THE COMMENCEMENT DESCRIPTION �C"7,6R -rfW ifZ" - - -- BREA, CALIFORNIA 92621 9 EA. WORK ACCEPTED: ' TELEPHONE: (714) 529 -2889 & 529 -7070 / EA OF WORK. _ ._. �O¢ - r 'Y"E ,V MAR/f'ER BASIS OF BEARING: NOTICE TO CONTRACTORS THE BEARING NORTH 40 037145" EAST SHOWN FOR THE CENTERLINE OF THE EXISTENCE AND LOCATIONS OF ANY UNDERGROUND UTILITIES, PIPES OR STRUCTURES RED HILL AVENUE ON THE MAP -FILED INBOOK 114, PAGES 35 AND 36 OF SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. AP- PARCEL MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA, WAS USED FOR PROVAL OF THESE PLANS BY THE CITY OF COSTA MESA DOES NOT CONSTITUTE A REPRESEN THE BASIS OF BEARINGS. TATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR SHALL TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. REVISIONS NO. DATE DESCRIPTION ,/� :2•,x.6 ,400 57 t/6HT ON A 1.CAv4y AvC-- .(SNr9 ).4Ao RE4TSE0 QUANT /TIES 5-31 RE[//SEO Ol/.IO lw,-s ONr511T Z, RE{ - 15E0 QUr4,VT /T /ES 105AIlAe CZVI 'APPS Cs? S7A2s2777, 7,e9.77 O.VA/C/u9Y AUE .�U /,SED OUAN7 /T /. "' 3 ZG -8/ eEi�/OUE SF�iJGY lA7E ?ALfci SYq *7G, 41.'.!, J�! ✓^ ¢ C 6'UF. IL /7/E9 A Z- G- B /,PfMDl�E Q 2 -G -B/ .Q OO 5 EA. Z ".9l.CUiCE LA7E,PALS � ,2EU/SEp mUfIN7 /7 /E$ Q 2 -6 -8/ ,PEMDUE .107E TO 227 -Q/ MO(iE /Z`BUTTE9FGV �59L ✓c F.SCN9 STN 2Y75 70 4 449 ' A4l7 NO TC 37. 4444 ' r Avevel-O/.9,2, � 5G IL ` TYPICAL SECTION RED HILL AVENUE NO SCALE 5TA. O+70.00 TO STA. 2 +60.00 STA. 5 +20.00 T 5TA. 8 +72.22 35' TYPICAL SCALE _ AIRWAY AVENUE NO SCALE 57A. 0 +70.00 TO 5TA. 8 +81.51 k %l.B. - G "M /Al. A.B. 6 "Af141 A.B. CONcc TRUCT/O/V NOTES /O-�- MAST. 4 "A.C. 0/E,P /5:9.8. !Y/.LfC. -70 P.P/.L/E GOAT 02 CONST. CONC. CURB / GUTTER TYPE C -6 "PfR C. 0.." STD. OH/6. NO. 302 �- 40,4137. 4 "P. C.C. S 10f1f14Z t- PER C. C. A1. STD. O 167 ON167 NO. 402 5O- loIN EX /ST. A. C. P4A/17.o� 1,2-47h2w OIAER /O /N TO 711E SAT /,FACT /ON OfTHf C17r ENG /VEER a IVW 5E41- fX /ST /N6 PAl/E.NENT FO.PUN/FOP.L/.4PPfARANCE OA - C1';UST 4 -A•C. O!/EP 21"X-5- M1416- . -70 P VZF COAT 2/ CONST. 0=15 /EO CROSS GUTTED ?E.P OET,9 /L SHT. N -° 2 CONST. XA/ /OE MIN. CAPOIiE,P EXIST /N61WV6f/fNT �- CONST. 6 "P. C.C. PAl FRAA1T O!/E.P 6 A.B. PER PLAN S/1T. N °2 e1w ,P /w B' 42' 42' f,Y /ST. /.NPP17/'E.f1ENTS (-' TYPICAL SECTION RED HILL AVENUE NO SCALE 57A. 3 +20.00 TO STA. 4 +20.00 �OfC,'Z2W JT /ON LANEJ 6'VIA1.. 14 S 8U /LT 9123181 NOTICE TO CONTRACTORS ESTIMATE OF QUANTITIES DESCRIPTION QUANTITY UNI SEWER IMPROVEMENTS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT HIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE CITY OF COSTA MESA AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY OF COSTA MESA, OR THE ENGINEER. ALUMINUM CAP - ESTABLISHED BY O.C.S. DESIGNATED IE 85 .69, 0.6 MILE N/0 ORANGE COUNTY AIRPORT CONTROL TOWER; 0.55 MILE S.W. ALONG RED HILL AVENUE FROM ITS OVERCROSSING OF SAN DIEGO FREEWAY, ABOUT 445' N.E. ALONG RED HILL AVENUE FROM THE CENTERLINE OF PAULARINO AVENUE, 30' N. W. OF CENTERLINE OF RED HILL AVENUE, 97' S.W. OF A WHITE FIRE: HYDRANT, 27.5' N.E. OF POWER POLE NO. 1670752E, SET IN TOP OF THE S.E. CORNER OF A CONCRETE INSPECTION VAULT, LEVEL WITH THE TOP OF 1 CURB. ELEV. 42.880 ADJ. 1970 COSTA MESA SANITARY DISTRICT �j C/ ra�e, DISTRICT ENGINEER WATER IMPROVEMENTS MESA CONSOLIDATED WATER DISTRICT 1965 PLACENTIA AVE. COSTA MESA,CAL.92627 PH: (714) 631-1200 CHECKED BY: 4':9, C, 01-re 15" A.B. WIMC -70 COAT 33,Z 9 0 S, F DATE DATE DRAWN BY: 8 "CURB { GUTTE/� 4449 L, FIELD BOOK PAGE ¢ "P« SioE/yv/ ai, 374 s F Q a/' RC.G z?w1x -w1v v 170 s,,=- tq �S /9O- DATE KR OF WAY ACQUIRED: OF WAV AGENT 41,21N EXIST //Y6 .9444 G ,I _ -- DESCRIPTION �C"7,6R -rfW ifZ" - - -- REMDI�E cLE.9/IA/YlE /filA/P.f'ERS 9 EA. WORK ACCEPTED: ' INSTALL TEE / EA �Lff�45.3.i- !/SlAlGSl.C_.£._ -- _ ._. �O¢ - r 'Y"E ,V MAR/f'ER 2 E/4 DATE d.N. d46 6W7,5R N/AIN CL -150 807 41c, 8';q,c.P. CL - /5o W�BUTTE,2FGyvALl�E (4EAC,�1J /5� �, . F /APE f/YDlI9NT PEP STp. p/VC�. 4 2 EA• B" Y. l P SEWER /I JAIN /,405 Q CO" t/CP. 5ZAIER LATERAL 7e L.F Q /O EA STREET zll6117- (gY OTAER.5J SEWER LATE/(AL y100 /F /E� �aUTTEe 235 L. F fo4S SEAL 27,375 A. z' 45,4P 5, 8/O Sc T/?ENC1/ �PEIo/vST,PI�cT /o/V 312 SF 6'x 50' QVAORgPoLE LOOP 2 Eq ; •`` Q 4'x 30' Q 9POLE Lope Z EA, ¢ CHANNEL LOOP SERI/ /�E / E,q /Z "'BU7rErPFLY 11,4ZVE, ,e7 u FL6. � r ,PE/[7101�E EX /STING BA.P.P/C,40E G 6 G.F. REL0C,4TE EX /STING DOWN 6UY �BYOTIIERSJ / EA 4;: AO/UST EXIST /N,5 7ZLE41101W- !/.9UL T (19Y OTHE/IS) I/VSTALL /2 RT x FLG'. AOAOTD/a / EA h • "; °, l4/f/EEL CfIA //2 re4Mf PE,e c/TY STO. 506 72 % "/'C.C. PAUEA�lE/VT a6P Z/00 S.F 6'x30'QU'40RAPOGE GOOF d EA © 0" 1,V47,52 9AEZtlic0 Pee s7o. r00(V4. NO• e .5 EA © 2O.4IJW9Y GXC✓J!/gT/O/J 7239 GY 3 vrre /rr 1-3 -15 Cy 14 S 8U /LT 9123181 NOTICE TO CONTRACTORS BENCH MARK: SEWER IMPROVEMENTS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT HIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE CITY OF COSTA MESA AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY OF COSTA MESA, OR THE ENGINEER. ALUMINUM CAP - ESTABLISHED BY O.C.S. DESIGNATED IE 85 .69, 0.6 MILE N/0 ORANGE COUNTY AIRPORT CONTROL TOWER; 0.55 MILE S.W. ALONG RED HILL AVENUE FROM ITS OVERCROSSING OF SAN DIEGO FREEWAY, ABOUT 445' N.E. ALONG RED HILL AVENUE FROM THE CENTERLINE OF PAULARINO AVENUE, 30' N. W. OF CENTERLINE OF RED HILL AVENUE, 97' S.W. OF A WHITE FIRE: HYDRANT, 27.5' N.E. OF POWER POLE NO. 1670752E, SET IN TOP OF THE S.E. CORNER OF A CONCRETE INSPECTION VAULT, LEVEL WITH THE TOP OF 1 CURB. ELEV. 42.880 ADJ. 1970 COSTA MESA SANITARY DISTRICT �j C/ ra�e, DISTRICT ENGINEER WATER IMPROVEMENTS MESA CONSOLIDATED WATER DISTRICT 1965 PLACENTIA AVE. COSTA MESA,CAL.92627 PH: (714) 631-1200 CHECKED BY: T'E GINE - DATE DATE DRAWN BY: LOCATION MAP I!I NO SCALE PREPARED IN THE OFFICE OF WILLIAM G. CHURCH CONSULTING CIVIL ENGINEERS, INC. 3931 BIRCH STREET DATE NEWPORT BEACH M.C. 554 PHONE 7114.540.7377 111-3180 E26 2 DATE DESIGN ENGINEER R.C.E. NO. DATE i STARTED: WORK R E F E R E N C E S DESIGNED BY: CHECKED BY: IMPROVEMENT PLANS -S' -79 -391 STREET FOR SEWER AIRWAY AVE. AND REDHILL AVE. WATER ' I SOFT PLAN NUMBER APP. DRAWN BY: CHECKED BY: FIELD BOOK PAGE BENCH MARK NO. -- /79 - REFERENCE PLANS r ELEVATION - -- -- - - -- - - - -- - NOTE TO CONTRACTOR, SEE SHT RECOMMENDED BY: ASSISTANT -CITY ENGINEER tq �S /9O- DATE KR OF WAY ACQUIRED: OF WAV AGENT gm - - - - - - -_ --- _ -- DESCRIPTION �C"7,6R -rfW ifZ" - - -- - - STANDARD DRAWING N0. 30/ - - -_ ____ 402 _- ____ -__ WORK ACCEPTED: ' INSPECTED BY: - - -- --- -- -- -- �Lff�45.3.i- !/SlAlGSl.C_.£._ -- _ ._. �O¢ - r APPROVED BY: r- -- - -_ - - __ _ _ _ CITY ENGINEER - DATE .. CITY O F COSTA MESA _DEPARTMENT OF ENGINEERING SERVICES MAR 10 1981 DATE d.N. d46 i F1 F U Of- ti'C -05TA -Mt