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S-85-16.1-16.5GENERAL NOTES FOR STREET IMPRQJEMFNr PLAN E fectrve 9 84) " 1. All work and materials within the public right -of -way shall conform to the the Conditions Ot 10. PROTECT EXISTING UTILITIES IN PLACE. Cityof Costa Mesa standards,, 11. HATER MAINS WILL HAVE 42" MINIMUM COVER TO FINISH GRADE. ER 26 19 94 and shall meet the TITLE SHEET FOR Approval as approv ed on NOVEMB a ' _ _ _ - .__ -12. RAISE EXISTING WATER VALVE COVERS TO GRADE. - - - -- I _.. approval of The City Engineer. _ - 13. INSTALL FIRE HYDRANT PER STANDARD DRAWING 04. � SOUTH COAST R I V R RO N OK VENUE 2. All work shall be performed and all materials shall be in accordance with 14. INSTALL BIAW -OFF PER STANDARD DRAWING g9. the Standard Specifications for Public Works Construction, (Green Book) 15. WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR FOUR HOURS. 16. BACKPILL MATERIAL WILL HAVE A SAND EQUIVALENT OF 25 OR GREATER. current edition. 17. THE SAND BACKFILL WILL BE COMPACTED PER STANDARD DRAWING 619. 3., Contractor shall furnish and install all signs, lights, barricades, flashing 18. CHIP 2" '•W•' IN CURB FACE TO IDENTIFY WATER SERVICE LOCATIONS. arrow, board and any Other traffic Control or warning devices, including flag 19. INSTALL TRUST BLOCKS PER DISTRICT STANDARD DRAWING NO. 12. men, as may be required by the City Engineer. All items mentioned shall be 20. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING. in conformance with the current requirements as specified in the latest 21. CONTRACTOR TO INSTALL TEMPORARY CAPS FOR TESTING AND CHLORINATION PRIOR TO CONNECTING edition of the "Construction Safety Orders," and W.A.T.C.H. Failure to do TO EXISTING MAINS. so will be cited under applicable section of the C.V.C. and corrective costs 22. CONTRACTOR TO RETURN ALL MATERIAL REMOVED TO DISTRICT YARD. to the City will be charged. 23. WATER METERS AND BOXES TO BE INSTALLED BY M.C.W.D. BUT PAID FOR BY OTHERS. Y 24.•A DOUBLE CHECK VALVE ASSEMBLY WILL BE REQUIRED ON ALL WATER METERED SERVICES TO ANY 4. Contractor shall obtain Engineering Division permits prior to start of any CONDOMINIUM UNIT OVER TWO STORIES OR FIVE OR MORE UNITS ON ONE METERED SERVICE, on- or off -site Construction and /or grading and request inspection from City CONTRACT WATER QUALITY AT 714/754 -5398. Engineering Division 48 hours in advance of performing any work. Telephone 25. IRRIGATION METERS WILL REQUIRE A PRESSURE VACUUM BREAKER OR A REDUCED PRESSURE (714) 754 -5323. The Contractor shall maintain a copy of permits and signed PRINCIPLE ASSEMBLY TO THE INSTALLED A MINIMUM OF 12" ABOVE HIGHEST SPRINKLER HEAD. 26. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON METERED WATER SERVICES TO plans on the job site. ALL INDUSTRIAL BUILDING. 5. Permits will be required fran the Mesa Consolidated Water District, Orange 27. A DOUBLE CHECK VALVE ASSEMBLY WILL BE REQUIRED ON METERED WATER SERVICES TO ALL I COMMERCIAL BUILDINGS. fl County Sanitation District, are Costa Mesa Sanitary District for y each 28. IN LANDSCAPED AREAS, NO TREES SHALL BE LOCATED IN M.C.W.D. EASEMENT OR WITHIN 1.5 tion of water and sewer improvements. The contractor shall notify each 48 hours prior to beginning construction. FEET OF ANY M.C.W.D. FACILITY. STANDARD SEWER NOTES 6. Pavenent and base thicknesses as shown are based on a preliminary "R" value. During construction a soils test shall be made to determine the actual "R" 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT. Value and the thicknesses will be adjusted accordingly. Tests Shall be made 2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48 -HOURS by a licensed Soils Engineez and approved by the City Engineer. PRIOR TO COMMENCEMENT OF WORK. TELEPHONE 714/631 -1731. 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED 7. Parkway trees will be planted and irrigation lines installed including UNACCEPTABLE. risers, heads, valves, and meters as directed and in accordance with the 4. CONTRACTOR SHALL OBTAIN C.M.S.D. SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE requirements of the City of Costa Mesa Department of Leisure Services. DEPARTMENT OF STREETS AND SANITATION, CITY OF COSTA MESA, 77 FAIR DRIVE• TELEPHONE, 714/754 -5323. 8. Locate and protect all existing utilities in place. 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE LOCAL w;m9ai SIG wya m . 9. All Construction staking shall be done by a licensed engineer and certified 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND C.M.S.D. STANDARD PLANS AND in writing as to line and grade per approved plan and submitted to the City SPECIFICATIONS ON JOB SITE AT ALL TIMES. Engineer. 7. rZOv PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN LINE SEWER. TYPE "D" JOINTS, BAND -SEAL OR APPROVED EQUAL, ARE APPROVED FOR LATERALS AND 10. No work shall be done on adjacent properties or adjacent owners improvements REPAIR WORK ONLY. without obtaining written permission from the owners of the adjacent prop- 8. 6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT. erties, and submitting a copy thereof to City Engineering Division. 9. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.' 10- STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS. 11. Work within the public right-of -way, once begun, shall be prosecuted to 11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL. conpletion without delay so as to provide minimum inconvenience to adjacent 12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW property Owners and the traveling public. FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL BE RAISED TO GRADE PER STD. DWG. NO. S -105. 12. ALL STREET' STATIONING FA E OF TO THE CENTER LINE OF THE STREEP AND CURB 13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED EQUAL. DATA REFERS 1U THE FACE OF CURB. COVER TO BE STAMPED 'SEWER'. 13. The Contractor shall pay for the initial soil and materials tests and any 14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN RAISED TO subsequent soil and materials tests deemed necessary, GRADE. segue ry, due to the failure of the initial tests, as determined by the City Engineer. /A' BE29RIA H.9TE.P /.4c Fo.P s.,f /EP Np /N OAO/WL EE f4f CeWL1iyED .Me-e PE,P 9EC'T /ON Zoo -L4 OF THE STF1NO.cLPO �wEz /F+/CA7 /ON5/ AND 14. The amount of asphalt binder to be mixed with the mineral aggregate shall 51/!766 JE //c5'TAGLEO PE.P ce.,y 570 OAVV ,Va Bo/. be 5.6 percent by dry weight. The exact amount will be determined by the City Engineer. 15. All underground work shall be complete prior to any surface work in the / public right -of -way. 16. Fhere driveway depressions are constructed, the driveway approaches shall be constructed to property line per City of Costa Mesa Standard Plans. FrmcrmNG 8- A.C.P. Location, type and width are to be approved by the City Traffic Engineer. REDD /N� 17. Processed miscellaneous base may be used under walks and curb and gutter in lieu of crushed aggregate base. 1 18. Any lot corner or OCEMA BM, monument or tie destroyed or displaced shall be I ( _ t restored to its original position by a licensed engineer or Surveryor. Any Change in location or elevation shall be reported to the City Engineer and ILL OCEMA by a licensed engineer or land surveyor on 8 -1/2" x 11" paper (one ' I aide Only) showing location and ties or level run. , _w li 19. All existing drainage nurses on the project must continue to function, espec- ially during storm conditions, and approved protective measures and temporary drainage provisions must be used to protect adjoining properties during the r •, grading project. In all cases, the Contractor and /or developer shall be held Iq i liable for any damage due to obstuction of natural drainage patterns. If the 'L. I� foregoing cannot be complied with, a fully executed, notarized, and recorded agxeerent between the affected parties will be effected. 20. All haul routes must be approved by the City Engineer. n 21. The project site shall be maintained in a "wet - down" condition to the degree T/ILARE_ I 8 "8GF necessary to prevent excessive dust. Periodically, spillage and dust shall Af /YE ,. be removed from the public right -of -way by sweeping or sprinkling, however, watering that results in mud on public streets is not permitted as a substi- tute for other cleaning methods. I I e• aw. P 22. All utility trench backfill, material, and compaction shall conform to CCM -' Standard No. 801. Bore under existing improvements - tunnelling is not -- WL" allowed. No open excavations will be allowed over night - backfill or plate. _ AND SAN NO• LEANDRO LANE IN THE CITY OF COSTA MESA , CALIFORNIA 41PIPIrlMl z /PEI /5 /Oys NO• DATE OESG.P /PT /OrV APP. N /Z9G ,PEMOI/EpGB ,400E0 NEft/G•f3. H'L.D. �Nk' GL7P. /rY1.~�G�yTO,P�6i�,PyT. 5. \\ k l YTE/YDED hf- eP-.P. 177 L.P � 950 �� �• PAR 3 1 PARCEL Z �44 PM. N °B4 -399 �( 10.11% Np84 -389 ��� h y "A•CA. FM. •1 ') V/G /N /TY "Alf NU SCALE X7.4 C� j7... A /r.?. r' 17 i 3 � F v PA.PCEL S .7 P.M. N° 46W -389 23. All work performed in the public right -of -way shall be per Street Improve- ment Plans signed by the City Engineer. 24. All PCC and AC to be joined shall be sawcut in a clean, straight line as approved by the City Engineer. PRIVATE ENGINEERS NOTICE TO CONTRACTOR 25. "As Built" drawings shall be submitted to the City Engineering Division upon completion of improvements as shown on the approved plans. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. 26. All storm drain work and materials shall conform to the OCEMA, LACFCD, and THE CONTRACTOR IS REQUIRED TO TAKE. DUE PRECAUTIONARY MEASURES TO PROTECT s• �i' the City of Costa Mesa Standan' Plans and meet the approval of the city ALL UTILITY LINES INCLUDING THOSE NOT OF RECORD OR NOT SHOWN ON THESE Engineer. PLANS AND IS RESPONSIBLE FOR THEIR PROTECTION. ALL TIES OF EXISTING jy UTILITIES SHALL BE VERIFIED AS TO LOCATION AND ELEVATION. CONSTRUCTION S 27. Pipe bedding in trenches shall be per L.A.C.F.C.D. Standard Drawing 2D 177, SHALL START AT TIE POINT. Case III. 28. All catch basins shall have horizontal protection bars per L.A.C.F.C.D. Standard Drawing 2D 175. 29. All storm drain manholes shall be left below subgrade. The Contractor shall - raise the manhole frames and covers to finished grade and make necessary repairs to the pavenent. 30. A permit will be required from Orange County Environmental Management Agency z.4TTEN 'A6 Y 77l .PED//CE I4-. O/PF for connection into the existing flood control channel and for all other work Gt20 i`dOX. within their jurisdiction. 31. All installation and work affecting Flood Control District properties or /7. facilities shall conform with Standard Specifications and with the provisions of the construction permit granted by the District. Contractor shall main- W E tain a copy of said permit and stamped plans on the job site. Use of District property and conformance with the above shall be subject inspection and approval by the District's duly assigned inspector. District inspector shall GO be notified 24 hours prior to commencement of any work in accordance with 3U• !O` permit provisions. /a' By STANDARD WATER CONSTRUCTION NOTES SAWCUT EXIST. EDGE I 1. WATER MAINS WILL BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND SPECIFICATIONS OF OF PAVEMENTI Z THE MESA CONSOLIDATED WATER DISTRICT. ,t/O y1,9LE 7_� ___ 2%. 2. CONTRACTOR TO HAVE ON JOB -SITE COPY OF THE LATEST STANDARD SPECIFICATIONS AT ALL TIMES. _-- 3. CONTRACTOR TO NOTIFY MESA CONSOLIDATED WATER DISTRICT 48 -HOURS PRIOR TO CONSTRUCTION S I7 (PHONE: 714/631- 1291 -- OFFICE, OR 714/754 - 5398 -- INSPECTION DEPARTMENT). LQX /ST. �`A-A F7-Mv,/M 4. PLAN CHECK, INSPECTION AND ENGINEERING FEES WILL BE MADE PRIOR TO SIGNATURE OF - DISTRICT ENGINEER. S. A PERFORMANCE GUARANTEE BOND SHALL BE POSTED IN THE AMOUNT OF 10% OF THE ACTUAL COST TYP /GAL GROSS- SECT /UN IN INSTALLATION OR $500.00, WHICHEVER IS GREATER. THE BOND AND APPLICATION /PERMIT FEE MUST BE RECEIVED BY THE DISTRICT PRIOR TO THE DISTRICT' FINAL APPROVAL OF PLANS SAN LEA/VDRO LANE AND /OR ISSUANCE OF A.P. ALL WORK DONE UNDER THIS A.P. SHALL BE IN ACCORDANCE WITH DISTRICT RULES AND REGULATIONS AND STANDARD SPECIFICATIONS. - - 6. SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WILL BE LO' HORIZONTAL 1' VERTICAL. 7. A 15 WATER MAIN EASEMENT WILL BE GRANTED TO THE MESA CONSOLIDATED WATER DISTRICT FOR 4?EA45,U AZ4WA� EAUAT/O/V ,BENGI+/M•4•P,C��EMA� G/`!- 2'� -B/ MAINTENANCE PURPOSES, 5' FOR WATER SERVICES. D /'.('CON %j%P O/4- GLfTGi/ 54W/AI 8. SERVICE LATERALS WILL BE SET TO GRADE BY CONTRACTOR PRIOR TO THE INSTALLATION OF PLAN EL�Y,4T /ON�) O. 74 A = N. E• CO.P.1/E,P OA S!/A/fLOiYE.P lJl/E WATER METERS AND BOXES. �E/�%A) DATL/M. E 9. WATER METERS WILL NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE BACKFLOW DEVICES *,. p BEA/P ✓0r ELE` .��'✓�7G ' REQUIRED FOR THE BUILDING AND IRRIGATION SYSTEMS HAVE BEEN INSTALLED, TESTED, AND CERTIFIED. CONTACT WATER QUALITY AT 714/754 -5398. R E V I S 10 N S (o ABvvEJ CONTRACTOR 410. DATE DESCRIPTION APP. BENCH MARK NO. /B4 l OZ' ?R 7U/Z 4 l 5 4of 43/75 ELEVATION 32. 61W ADDED 5. Aonno Xle 3F/- 0.4 /T DESCRIPTION //yB5 ADDED 2-- W472W1 ;ZF �X`5TFH5 li S 10D 7lJ ,PLG l%'IITE/P'L//A/E. WORK STARTED: CL/. "d " O/v TOP Oi /•(,�/ DDED/ D /.P H' L6PrjTYPTADAPTEP TYPE Z OQEpL/AL, 5 4 WORK ACCEPTED: M.U.0 AT 5. 2= RE 111fW PEIOGl1TED H/ATEP P /PE ON 5//7 Z. INSPECTED BY: SUNftUW�? � & r ' 2'4 "RICA. PARCEL 4 P. M. &e e4 -399 SHEET /W. 6 ............. 79A,-,-1C SIGNAL .04,4"V. SHEET Ala. 7�8. 516NIiV6 r 57X1P11VG. NOTE DESGR /PT /U.V 417011177 UNIT N GONST. to wA. G. O!/L P/B G/J 8 y"�iNG. TO PIP /ME COAT. /7G, 766 5. \\ k l Exnst. g A.ca � 950 �� �• PAR 3 1 PARCEL Z �44 PM. N °B4 -399 �( 10.11% Np84 -389 ��� h y "A•CA. FM. •1 ') G FW 5.,� 7 SAGVCUT #e 10EFl laVd- E.Y /5T //Vl/ .4. C PAli�i`1RNT• //, SOO 5-P 8 fr- P.M. Ng 84 -389 9 COrvST. CL/,P$ RETU,PN WN�EGCyA /.P .P,4MPS PE/P Gc. />. STD. Du � /VQ 505- //t / c•0� z? EA. EA- lt INSTALL TEMP. ST.PEET /3f/R.P /CADS PE/P GG.// STD. DH NQ�O /. 30 G.f l3 /rVSTALL Dw�. Nc 701 /B et A / j 48' R.CR INSTALL 2••X6" RSOK100D HEADER 112 ,4iN l5 PE/l0!/E EX /ST /.t/,l ST,PEET /3A.P.P /CADS SALIN E �T0 C /TY G0 V RC) 2 EA. l6 RE/`1Ul�E EX /5T //Vl� GOrf/C. G!/PB 0� IUTT�.P . 170 � F v PA.PCEL S .7 P.M. N° 46W -389 23. All work performed in the public right -of -way shall be per Street Improve- ment Plans signed by the City Engineer. 24. All PCC and AC to be joined shall be sawcut in a clean, straight line as approved by the City Engineer. PRIVATE ENGINEERS NOTICE TO CONTRACTOR 25. "As Built" drawings shall be submitted to the City Engineering Division upon completion of improvements as shown on the approved plans. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. 26. All storm drain work and materials shall conform to the OCEMA, LACFCD, and THE CONTRACTOR IS REQUIRED TO TAKE. DUE PRECAUTIONARY MEASURES TO PROTECT s• �i' the City of Costa Mesa Standan' Plans and meet the approval of the city ALL UTILITY LINES INCLUDING THOSE NOT OF RECORD OR NOT SHOWN ON THESE Engineer. PLANS AND IS RESPONSIBLE FOR THEIR PROTECTION. ALL TIES OF EXISTING jy UTILITIES SHALL BE VERIFIED AS TO LOCATION AND ELEVATION. CONSTRUCTION S 27. Pipe bedding in trenches shall be per L.A.C.F.C.D. Standard Drawing 2D 177, SHALL START AT TIE POINT. Case III. 28. All catch basins shall have horizontal protection bars per L.A.C.F.C.D. Standard Drawing 2D 175. 29. All storm drain manholes shall be left below subgrade. The Contractor shall - raise the manhole frames and covers to finished grade and make necessary repairs to the pavenent. 30. A permit will be required from Orange County Environmental Management Agency z.4TTEN 'A6 Y 77l .PED//CE I4-. O/PF for connection into the existing flood control channel and for all other work Gt20 i`dOX. within their jurisdiction. 31. All installation and work affecting Flood Control District properties or /7. facilities shall conform with Standard Specifications and with the provisions of the construction permit granted by the District. Contractor shall main- W E tain a copy of said permit and stamped plans on the job site. Use of District property and conformance with the above shall be subject inspection and approval by the District's duly assigned inspector. District inspector shall GO be notified 24 hours prior to commencement of any work in accordance with 3U• !O` permit provisions. /a' By STANDARD WATER CONSTRUCTION NOTES SAWCUT EXIST. EDGE I 1. WATER MAINS WILL BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND SPECIFICATIONS OF OF PAVEMENTI Z THE MESA CONSOLIDATED WATER DISTRICT. ,t/O y1,9LE 7_� ___ 2%. 2. CONTRACTOR TO HAVE ON JOB -SITE COPY OF THE LATEST STANDARD SPECIFICATIONS AT ALL TIMES. _-- 3. CONTRACTOR TO NOTIFY MESA CONSOLIDATED WATER DISTRICT 48 -HOURS PRIOR TO CONSTRUCTION S I7 (PHONE: 714/631- 1291 -- OFFICE, OR 714/754 - 5398 -- INSPECTION DEPARTMENT). LQX /ST. �`A-A F7-Mv,/M 4. PLAN CHECK, INSPECTION AND ENGINEERING FEES WILL BE MADE PRIOR TO SIGNATURE OF - DISTRICT ENGINEER. S. A PERFORMANCE GUARANTEE BOND SHALL BE POSTED IN THE AMOUNT OF 10% OF THE ACTUAL COST TYP /GAL GROSS- SECT /UN IN INSTALLATION OR $500.00, WHICHEVER IS GREATER. THE BOND AND APPLICATION /PERMIT FEE MUST BE RECEIVED BY THE DISTRICT PRIOR TO THE DISTRICT' FINAL APPROVAL OF PLANS SAN LEA/VDRO LANE AND /OR ISSUANCE OF A.P. ALL WORK DONE UNDER THIS A.P. SHALL BE IN ACCORDANCE WITH DISTRICT RULES AND REGULATIONS AND STANDARD SPECIFICATIONS. - - 6. SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WILL BE LO' HORIZONTAL 1' VERTICAL. 7. A 15 WATER MAIN EASEMENT WILL BE GRANTED TO THE MESA CONSOLIDATED WATER DISTRICT FOR 4?EA45,U AZ4WA� EAUAT/O/V ,BENGI+/M•4•P,C��EMA� G/`!- 2'� -B/ MAINTENANCE PURPOSES, 5' FOR WATER SERVICES. D /'.('CON %j%P O/4- GLfTGi/ 54W/AI 8. SERVICE LATERALS WILL BE SET TO GRADE BY CONTRACTOR PRIOR TO THE INSTALLATION OF PLAN EL�Y,4T /ON�) O. 74 A = N. E• CO.P.1/E,P OA S!/A/fLOiYE.P lJl/E WATER METERS AND BOXES. �E/�%A) DATL/M. E 9. WATER METERS WILL NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE BACKFLOW DEVICES *,. p BEA/P ✓0r ELE` .��'✓�7G ' REQUIRED FOR THE BUILDING AND IRRIGATION SYSTEMS HAVE BEEN INSTALLED, TESTED, AND CERTIFIED. CONTACT WATER QUALITY AT 714/754 -5398. R E V I S 10 N S (o ABvvEJ CONTRACTOR 410. DATE DESCRIPTION APP. BENCH MARK NO. /B4 l OZ' ?R 7U/Z 4 l 5 4of 43/75 ELEVATION 32. 61W ADDED 5. Aonno Xle 3F/- 0.4 /T DESCRIPTION //yB5 ADDED 2-- W472W1 ;ZF �X`5TFH5 li S 10D 7lJ ,PLG l%'IITE/P'L//A/E. WORK STARTED: CL/. "d " O/v TOP Oi /•(,�/ DDED/ D /.P H' L6PrjTYPTADAPTEP TYPE Z OQEpL/AL, 5 4 WORK ACCEPTED: M.U.0 AT 5. 2= RE 111fW PEIOGl1TED H/ATEP P /PE ON 5//7 Z. INSPECTED BY: SUNftUW�? � & r ' 2'4 "RICA. PARCEL 4 P. M. &e e4 -399 SHEET /W. 6 ............. 79A,-,-1C SIGNAL .04,4"V. SHEET Ala. 7�8. 516NIiV6 r 57X1P11VG. I � I mQ I I I � I �I WZ i Slit/ D/� U '4 `. 05,) A�.�LcEGYAY ,t�E!/ /5�D SEIT/EP Orl/ SLIT 4 717 .C404�6, V 14� 7' !Flo L/!G.(� SILL .PI.E 97/05 LATE KEY MAP E: / � = 700 / /0-NOTE, SIDEWALK CONSTRUCTION SHOWN SCAL ON THE 11N -SITE GRADING PLAN TYP /CAL GRUSS-SECT /UN rsREENeA�K AYEA\rClE REFERENCES =G05TA14fE54 REFERENCE PLANS NOTE TO CONTRACTOR, SEE SHT. STANDARD DRAWING NO. 302, 3, P$ Of GO/, 701, /O/f, 504. rN OF LA•GRCD• STD. nAw Ns • Z -D d9J � 2 -D4 /S. VAR /8131 =47' 5 =94 R - VA.f /E5 38 '­d7' V/JR /ES C PROFILE I y� i ncr,� WI Z'YP /GAL GRUSS-SEIG7 /UN SUL/T/-1 40.457 PRIMC- STA• 2Q +4-3. 3? 717 sTA .'719 >.7� 5CALE: /'r30' DE*cAED BY: ,Z! 4ATES DRAWN BY: r/. L. 46P4711e141V RECOMMENDED BY: 453 /gTAwr 6/TYEN4//VEee APPROVED BY d iI C Ca1V5rA7Z1G' 0)V A10T46f AIGIP ESTIIYATED OZIWAIT /T /Fv NOTE DESGR /PT /U.V 417011177 UNIT N GONST. to wA. G. O!/L P/B G/J 8 y"�iNG. TO PIP /ME COAT. /7G, 766 5. r GOrVST. TYPE 'G- 8 "CL/RB !/UTTE,P PE'P _570. DWG N° 302. Ot/�PGi`/ /i!G•9�4. G2S7 Z. 3 GUNST. Tb'PE ,A -B" CZ/Rf$ PEP 4,767.,-/ STD. DWG. 1W 31/• crMr.vH. G E I � I mQ I I I � I �I WZ i Slit/ D/� U '4 `. 05,) A�.�LcEGYAY ,t�E!/ /5�D SEIT/EP Orl/ SLIT 4 717 .C404�6, V 14� 7' !Flo L/!G.(� SILL .PI.E 97/05 LATE KEY MAP E: / � = 700 / /0-NOTE, SIDEWALK CONSTRUCTION SHOWN SCAL ON THE 11N -SITE GRADING PLAN TYP /CAL GRUSS-SECT /UN rsREENeA�K AYEA\rClE REFERENCES =G05TA14fE54 REFERENCE PLANS NOTE TO CONTRACTOR, SEE SHT. STANDARD DRAWING NO. 302, 3, P$ Of GO/, 701, /O/f, 504. rN OF LA•GRCD• STD. nAw Ns • Z -D d9J � 2 -D4 /S. VAR /8131 =47' 5 =94 R - VA.f /E5 38 '­d7' V/JR /ES C PROFILE I y� i ncr,� WI Z'YP /GAL GRUSS-SEIG7 /UN SUL/T/-1 40.457 PRIMC- STA• 2Q +4-3. 3? 717 sTA .'719 >.7� 5CALE: /'r30' DE*cAED BY: ,Z! 4ATES DRAWN BY: r/. L. 46P4711e141V RECOMMENDED BY: 453 /gTAwr 6/TYEN4//VEee APPROVED BY d iI C Ca1V5rA7Z1G' 0)V A10T46f AIGIP ESTIIYATED OZIWAIT /T /Fv NOTE DESGR /PT /U.V 417011177 UNIT / GONST. to wA. G. O!/L P/B G/J 8 y"�iNG. TO PIP /ME COAT. /7G, 766 5. Z GOrVST. TYPE 'G- 8 "CL/RB !/UTTE,P PE'P _570. DWG N° 302. Ot/�PGi`/ /i!G•9�4. G2S7 Z. 3 GUNST. Tb'PE ,A -B" CZ/Rf$ PEP 4,767.,-/ STD. DWG. 1W 31/• tr 329 G E 4 GON"ST. RG.G. C!/,P8 / �UTTEP T/P,4/VS /T /U/V F.PUM d GF TO G G,4 4/9 G.G. 5 GO/V5T• 6LU,P,PY SEAL GOAT enl6e EX/5T. A.G. TO TyE- SAT /yFiOGT /ON O,= THE G/TY $Nl/NEEP• 9490 S.R G GONST• VA.P/A•8LE A.G. O!/E•P 44/0 ;. 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DSO' g0o•00' 31-/5' /G -O8" 7,od' zo Z / °/4 S/" 6404V' 3//.50 /S7.56' Z /,?9t' 2/ 71° °/4 j3" aaaao- 3GG.4fI' //7-8.4' S`i01' 0 32°Gi:SB" 7'SZ.6V' 42 /.SL' 4Y 3Z' 23 3 °34%5" feA9e 9' 49.86' 24.94' ® 0'Z3 '_f7_ &,Ae, 4 J' 4'77' Z.89 Z© 1- 4-a%3" 718.00' 19Z. /9 _ 9/•S3' 26 /3 °40%3" 79!9.00' /9/.79' 96.36 Q /3 °4G %�" B4G.GY1' Zd3.32' /OZ. 15' \ y col 110. e p II I�ry�OL �•V�I \l g�A ID 9 �� �gTORM� j �tiG 0 9 �— ��tig•g% 8 �'• F f PROP. 60" R-C.P. Q STORM GRAIN _ i' _1 i9 Q 00 9 7a Z3 18 �\ I r.� I `• CURVE DATA: b V \ u /`9EA/A!N y 2 A =15'37.36" �� '� ,°r, h k o h R =762.00' T f2 /0 °37 45 L =207.83' `� v 13 /46./8' 73.30' /3 T=1o4.56' m W /SZ. ZS `• /`9EA/A!N eZIel/� DATA /Vo. D L T f2 /0 °37 45 7,0, 0O /46./8' 73.30' /3 7/°OO SZ" /VZ.00' /SZ. ZS ® g °4419° Z5J00' ZS05' /Z. 54' INSTALL 10" V C. P. SEWER MAIN �— ®-- /3.3G, 10 7 °5953" 798.00' / /•! DSO' 55.79' 17 /80'a0YV, 7,od' 2/.99' /N� /B /73°53/2" 700' Z /,?9t' /i /•09' /9 8 °ZZ?ro" M;.XF' //7-8.4' S`i01' ® B °2236" B /0.00' .4Z' 4Y 3Z' g M Pq,PGEL 's 59 IV/," SOUTH W, '4 ti of V Ih P.4,PGEL .d P• /Y• Alf "- 389 COAST DRIVE 2,4.9; [.F. v N BED wi. - L.PLISNEY� .R7G.0 : " li V t� N� �Q KI N 8 cp Z � g� ,_ow- MESA COrVSdL/DlJTEl /74%1'ZG" 7.00 Z /•Z9' / !/6' 2 AvoEV 2 %W4rEZ METERS p STA.'S 37,175 a /BOGt76Y1 ZLYI �ZB' /A/P � 99.00 Ta !: �O. f4ATEQL /NE. „ 4S GUrVST,QL/lT/Oit/ /�/UTES - o-�— GON5T. % "A.G. 0I/E,P/BL./J,8 "'/iY.G. 70 P'P/f1E GG4T l_l-" CONST TYPE 'G B'GU,P,g � l�UTTE,P PE,P STD. DIf/l�. N° 902 Dl/E.PG'fy /.t!GlJ. B. (��GOiV5T- TYPE '9- B "G//PB PEP GG./Y STD• ,pWrj- AIC 4 Go 157- 4 "P.G.G. 5 //DEb 14Z,CK PE•P STO. DW4'. "QO /¢`4aZ 0YZPlj A11W -.l s O— GOVST CUPB FETUPN wS�EELG<!4 /P ,PANPS,�EPSTD. yrs�N °5d!�`5O7• /0 /,t157W e STD STPEET :5714N PEP 57AO Dui, ,v? 4a2- • `ZO)-- CONSTL TYPE II DRIVEWAY APPROACH PER >C -CEM. STD. 504 N° 70/ O-- TNSTALL SURVEY MONUMENT TYPE A" PER STD. DWG.Na 603 I,�� a-- /6'57./41_ Z "BLOW -Ofd P�,P STD- 4P 'W- AV'9 �4,�� V a1 �- G0N5T• CO. e 771,Pl16T i16 4V ,"E,P G•M.G.WD $TO d9M N1a4 - GOi`1PLETE. ,4.G•.° WATE,P L /.VE 4L,455 /6-d. Q 1 - 7..9LL B FLG ) O-- INSTALL /2" ,3/` Y.9L l�E�,PT. X FLG� AQY ®- INSTALL F /PE !/YpPI.VT PER f/C1414P STD. OW4 /VQ�l - COMPLETE 111:;74Z l_/ /1 "X," FLI,. Znf o- /NGTALL 12 "X6" RT, x FLG.TEE a— /N9 74LL 6" RT- xFLG• B/F VALVE CURVE DATA` A= 13 °46'14" R= 836.00' L = 200. 93' 7•= IOO.95' • -04 ea.PS >. .-� .. BE/VCN M.4,PC� EG1U,9T /ON "NC-Al MgR,CCW..4) CM-29 -8/ 1 PLAN 7-1 0,,V 0 76 FT = .' 015& 0,V TOP OF C47eC 4f BAS /N �EMA� OATU/y ft/•E. COR/VER OF SL/NFLOWEff.FIVE: BEAR ST• FdFV J16740. GTOGGT /MOO /)I/GMGL /T O/ A.(/ E DO /7F // G G/7!7 _ T Nv ScaLE 5v z// �l eaws P I V SHEET OF � WLITEP Disr,PicT r/c -778 F,PU/`! . SAiI/LEAi(/L�PO TU /9310 �6� �/o SAit/LEAit/D.PO PLAN 5 CITY OF COSTA MESA NUMBER 2- DEPARTMENT OF PUBLIC SERVICES /ENGINEERING DIVISION N ✓.AI 3/94 INSTALL 2- WATER SERVICE METER PER STD. DWG.NO. Z 3 /��/8• l� INSTALL 6" PVC, (C -900) 4-W.W.A. OR ALT. 6 "A.C•P. (CLAsS 150) RECLAIMED WATER LINE. INSTALL 0D 1P• SEWER LATERAL PER C.M.S.D. STD- 5 -104 -A 57 INSTALL 10" V C. P. SEWER MAIN �— ®-- INSTALL cONyT STD. 48" SEWER MANHOLES PER C.M.S.O. STD. 5 -/00. GONG.PETE G,PgOI�• PE,P "G " OE`iA /L .BELOW. • -04 ea.PS >. .-� .. BE/VCN M.4,PC� EG1U,9T /ON "NC-Al MgR,CCW..4) CM-29 -8/ 1 PLAN 7-1 0,,V 0 76 FT = .' 015& 0,V TOP OF C47eC 4f BAS /N �EMA� OATU/y ft/•E. COR/VER OF SL/NFLOWEff.FIVE: BEAR ST• FdFV J16740. GTOGGT /MOO /)I/GMGL /T O/ A.(/ E DO /7F // G G/7!7 _ T Nv ScaLE 5v z// �l eaws P I V SHEET OF � WLITEP Disr,PicT r/c -778 F,PU/`! . SAiI/LEAi(/L�PO TU /9310 �6� �/o SAit/LEAit/D.PO PLAN 5 CITY OF COSTA MESA NUMBER 2- DEPARTMENT OF PUBLIC SERVICES /ENGINEERING DIVISION N ✓.AI 3/94 CU.PVE DATA No. .4 P G T Z® S'ZB'll 7"600' 71. 9' 36.27 29 6 °OJ'ff" 794.00' / /?.7S' 56.47' ® 'peo' 7" Zoo, Aerie, IQB9' 3/ 91 °PS' 07" LO.DO' -All ev.ow 7'l'!" 798.00' //0.69' 1416' BaG.00' Z:K 57' I /9.Ob' ® f °1617" 75B.0O' 7/98' l6.01' 17119' 85:90' ® /4 °S3ZB BOO.OY/' ell 9Z- /0,e55' 0 /O°OB j9" 97G.00' /7Z -BO ' BG.63' 38 94°4/Z3- Z -5-0a' 3703' ZZ.BS' i9 96- Alf,47" ZS.00' AZ.2/' ZB. /3' ® 67'3449'" 30.00' Ill ZB•76' 68 °PS%j0" Z,r -00' 3B•�' Z4.3Z, ® /O°Z644" 84400' /4440' 77.4Z" 43 /4°44OZ"" 600. &V' "..04' IW `Aor' ® /Z°6046" 9G4 , 2 /G• /4' /0943' ® R7'23Q3" 3*i•Gi0' S•S.ZZ' 3SZ4' 3f•00' 44.79 • :F-F76' as °a7'va" /O.GYJ' 7.96" 41.4' ME'D /A N C4,l DATA � W'70; v 3. -4,v' P.POfi75ElJ /S "KC.P No. D e G T No. D .?. G T - ,1 4 1ti .G�. �EE Ile 3Df3, l0..D- jF,4or51- .9ww"..� GG• /cc Z. SO' 736' Z5.46" yt ",: ,.,...•.,,: r ;' ; j r' ys �r 2• l0•�.% O �� v /t/� I 4(Mw) csS�Z� OC CZ !••.'p: %ti f ) i. ": i:....t \ 11 V I i I EXKT. A.L. u❑ /Z'ZB or B/0.00' /76.24' 66•.49 ® //'fC'1B" ZOO R7' Q/. 69' zo96 � � \j � : i f l � t.: s... { �i \ � ^ � �9' S2' So =� C 4 g. 6 "(M CA8 AV dO/.VT 23 26 °3/ i2" /00.00' GkLSG ll.GG' i/ 7 °Z•9'SZ" 797.00' /03./4' 10 /.GG' 1� `� V1 8L/5 BAY ❑ ❑ H 4: �c k V \ n �1 Q I 1' t7 I 1 I I . ' 33 •° ' ' h 2� g� 7YR S OaStEe G 7- ® /ZO / °6837 ' ' /9.42 34 /O Z6 3S " �4`� � yp V \ y q� \ �� \ y ^Q � \ q ry V Y bz� s ' ti 9 sjqu q qq l�y l� • �i I I I I 1� + v Q � I I I (E%lJf //ry`L� T GPAE /T 7YCL!/ /N I I g 10 w JL y N -�o ©5 //4 80700' /5Z 786/' G °6 ZOO 00' 23.37' 70' Q N Y 43%7 gyp O ' N 9' 27 ZOO. M' /6.95' 4 0 1?04?e9' / /O ' 477' J 28 /74 °4508" /.60' ❑ ® L'7°03 " /OD.OD' 4.66' 3Z73' Zl 17' �V 4Z Z we � V /6 � I 'V �s. y � � � II \ `q•fp�. � I I1 D 7Z' Z-5.-2 • � = y �i I 31. Tq z/ ° ,. �* \., V :� '`�� uNP/�/6 � s>' ro , - � � � �,°j � � I `31 • ZTo. - . G. I I �` I I I � � la � -- 2Y/3T. /Z A.cP 3r, � • � 36 �, h I t•� T- 4 3a f 933 / .. °� ss' I r\ 33 3L t I'I EY /ST. Z4-'ell I t9u5 W 43 11 (Tli 1 7�. �`-- I I 3/ ^� 3 {%(.Oli� r -- I . r- - - - - -- �l R`- - - - - -- -- -3Z0 - .- �'Gf� 2 3.G.g F /o i I I /GdP W74VA.5T 0� I 4� ti1 pWN - - rc 3.75 \ N77°Oi s ' > TEE 3116 F� I m ?� i IF /PM 77fELEI/GH/ '� ! - - '� ca 3Z I j0.09" 31 yq' b\ I I- - - -- = -� -_ ,. Go' M.N• 7 u'I< v°� � B - g 9k � Q.c.N1' .� 3 �\L - - -- � \� __. - - -� v, \i• I � -- /O uC.P, -- Zq° - ------- \`-------- \'------ �'- - -- -' L 14µICI-- - -�`�� il' - - - - -- \L_ - - -�- -- - - -- - -.- - - - - - -- - -- T 1 3 I w - 'q"1 f I Ho 1 I.9d ZS �A \b g 4ENEP T 9 \ 3 11 PROP. /5 °V.C. _1k 1y Z9. 53 tia wk % _ PA CEL 3 .r IJ y1 y,ll /v' 6 x A �� Jai 0' (,. .G' r \ B't,� ' Z Db �S � �., l'h�l n DF•1 s A/o Oil- lAs'/ n 7cv �a s Imo .. - 9 ..� rl Zdi09.6/ZG.Q- / A/ 1. 9�'sflI ANNOLE CONNECTION � Al B.G. 29.34 -G. I ETa1L h22:4Za.99 E.G. GUAlll Zle 0/V /t/OTES �B)95F5. I I I \zv s� ra / GONST. G 4G. O!/EP /B6l�B 13 A I I I I ti ( 70 PP/.yE CD9r. N ^ '4 ♦Z. \/ L V 8 N \ Z9.06 FS. s' ° I � I CONST. TYPE G-d "" GUPB f B!/TTEP PEP $T/� l,GtY //- ,z�2. OI�E P6':yi✓ G.A. 9 �°c; �� ! a a1 ?42•e II o��a2 4 /2 �1 p� ( /3 N H k' b7 Y` r�6�r.G• I I III `� 3a-- GONST. TYPE'!/-B "G!/�PB PEA G -G. M. 4TO. vw4Ng a //• COA157 PG.G. c /,l e!!/77ER 7P4V5 /T /ON fiPO/°l8 G.i 7D G "C. /Q-.. \ ,\ \ a V � s 3T `• � , NSTALG /0" �$ Vj V ry a I I \ I 427A/5T. V4-114,l A.G. OI/EP E,r /5T. yG TD T//E r4T:"✓EAGTiDN OE G/Jt'EiYy.NEEP SEE DET. h I I 7 ra4WG!/T ,PEMO/iE E/' /5T /Ak; O e P9!/EMENT. AT RIOH I /? P.GR Sa i 8� GONST. Q" PLG. S/DEG!/!/L f' PEP STD. DGf/!y. N_° 1102 - DICE P 4 "Y% G.A.$. S \\ `q I I _ 9 GONST. GURCS PET!/P(/ !!//1EELG//4 /R PQ�/�'S Pl 5TIJ pW b h fir. 76 NE/4 G.B d�22fORG/ q I O ' Al doN✓r I -} IO /NSTALG STD. STPEET S /l�N PEP STD. Db 1 N° GOG . y • � � / Z �•(/ � ' 0� � � gEe 7Y10 . 1 69.17 0' " 4~1 A014w �' o Er/fr ?s PCP 12 /NSTALG TEMP. 5T.PEET 54ee/GADE' PEP STD. DW N °GO /. ,� -lT /8 rcP a j I 6x.17' 0 �/B� z �� •pp�,a b �mDD��y7LiPPJG�1°lJ /rV \\ 13 /NSTALG STPEET L.'�yT �Z50H!-/list% PEP 57,9 DWI,. NQ70 /. ,_ / /� O .0 \ v. �y p I � C /G REi`/O(/E E.+' /5T /Nl� GONG. GIJ.P•C3 � lUT7E.P. s s` \h i3 m f9 i f� EX /5T /N! il!/ ®-- CONST. RCG. BU3 BAY PEP G•G.M. 5T0- 101tt� N= M v /P. - r A \\ N N V`rcJZ Cp�y� /L"OUGT /LE /PO�I///PE �7'/ P7 I I 30.911• Zzf 84.00 20 CONST, DRIVEWAY APPROACH TYPE IL PER GC.M N0.504 OVER G "(M /N) C.A B. �� A 3l /NSTALG /Z /I G. P. WATEPL/it/E GL 455 /�i0. �i �' r (�' S• a ° ADAl TYLEP 5-259 OP EG'!/!JL • 30• M pM \ 33 ,� V m o r� �� 23139.57 G. I 3/� T.G 3Z /NST°4LL B B�P l/4L1/E �RT. XFLG.) V `C5 \ v3�• �S } �t �� P�/PGfL !1 1 56 R5 o-- /.v5TALL /Z" B/E V4L!/EeRT.,rol N •y tea, P� /VQQ4_jB9 o�TC 0�-- /NSTALG f /.PE 1W1__?PA,(/T PEP /IG.W i STD. ow, N °4- GOMPGETE• R 3 COrt�ilCO,t/G. %7 / T I ,*cs> 37 /NSTALG 2 BLOdt/-OF� PE? S77J 17w,- AIR 9. H 50 s S � \ I o � _ R �-- 3 ., PE•PG.M.GIt,o. 571?�S,t6/Z. ` .I. i ,>; �1 - GONST LOGAL I�P,PE55 /ON PE•P L.LdC.PC.D• STD. DGf/� .c% Z Del /S. 23tS796 L°G _� O - /5 L.A.G,F.G. R. /if/STALL /Z Y/O PTr .TEE I r Ad GON57 �TC//.9A5 /N /t/ / PEP DwG� D /GOB /L. D. PEP DNr • 2 Da D. r TG. 0 ti V� ! ® INSTALL 8 "A.CP• WATER LINE Cl /50. j i l 23 /iV5'TALL /D" A,C•P. W/�TER LINE CLA55 /50 . V� D \o BENCy M!l.P� 6c 444 7-101V ��� I L CURVE DATA= %' D /5� ON 727P OF CfITGN BAS %N L J INSTALL 6" FIG. TEE I !I a IA574 L 6 PI!CiC 900�A.W.W.A. OrPALT6 :9C.P(CLAS9 /SO)RGCLA /,y/ED HG4TL`/PL /NE PLAA/ el-,l 1T /oN ( -) O. 76 97 49 INSTALL 6' RT. r CG. ADAPTER I !I A = (°•43'34" /V -E. Li9RNER OF .5l1NFL0/VE,P q!/E. F Vj 4t\ OATvM. qg IN ° 52 /rKSTALL 6' B/F UAL l/E (.PTxFL G) -� E BEAD 5T- EGEY 3i >>� - STALL 6 RT. x Fl. TEE Qp N L- 98./4' �� ^. 'e2 / ASTALL6fiEPENIASEiYENTPEPGi `/5.D 3T0. 5" /Oq"A1(/D /T /ON 2. $TPEET //`7PPUI/E/%ENT PLAN PPUP /LE EU,P / 5.-.3(i 1 4 n .. t Ipbv v y T- 99.13' SOUTH COAST D R I V E @- INSTALL SURVEY MONUMENT TYPE A PER STD. DWG Ng 603 �. G 14' a E 9 57 INSTALL 10" Ill SEWER MAIN SHEET y N fJ � -- �,-- ,�--�, -� r --y-�» 5�9� INSTALL STD- 48" SEWER MANNOCES PER C.M.S.D. STD. 5 -100, s� %, /�� /,� �� D� /v� A OF T t 21 CURVE DATA' o ,, !4 INSTALL 2' X 6 REDWOOD HEADER �/ �/ �/ v v ltd d =9 =/7'43" NOTE: SOP 5 /DEK/gG� I /A/STAGG l�G ° 5EH�EP LA7EPAG• cvNNEGT l�ATEP 1w.!F;E,P5 TO /2 A.CP (D .5 r4, 3G +GO ° - R= s3c.ao' coi/Src�ucTiov s�� ,, 0 F,PU/`7 /936.66'E/o "Al ZL -4AORU TU BEA,P vlT.E'EET c L - /35.63' O�V 5 /T� �.P40 /it/l� PLAN• 45 t 75. /JOOEO CONST. NOTES 4/4 35 i No 42 . I /3�5 MESA CO.t/SO.149, ED WATEP D /ST.P /lT MG-77B PLAN l3 T. 6796' L NUMBER .'�PrMi°�Er°rEEVO�/B� P zE� Al a c- �,vWLz,/v� �o�as7oe 1 y. , �_ _. ' L� TYPOE 5759' R ¢TaL�� G7X ���� CITY OF COSTA MESA D/S / /N A DEPARTMENT OF PUBLIC SERVICES /ENGINEERING DIVISION 4/ 3/94 N a � $ 00 6 I J� VAR E9 I :y ''•.; :, . VARIES^ --� z Ja1z, u I � G _ � � N Arlor GUR9�liU7TER —. \� _— /� /,�'�y�• Ex /ST�L A_G. W.4TE,P. N 7 - -- ze. — \ LEC4oF.L. 6 % 2B.eaF.L. �/r"WfINZ (Z, L` -- -- V R / EX/STlAG P.4✓Ei'!G ' 'g V I�? ljs'TC w � Ze.23 f.L. •o b V /SAL /A Tom.? /!/E° V 4gh / / /�J• 3� %� Z 3 d0 /N EX /ST /mss ['vQTER L /•uE. V a S EX S�TV GUARORA L $ it�yb FG• - n K auRB Rf 7714. y DATA W 4 /7' d= 9l26'37� ml h 7 h o I I L= x.47 a a FOR SIDEWALK 5UL/Tf/ GUAST D� /l�� T= 36.59' � � NOTE co CONSTRUCTION SEE, ON SITE GRADING PLAN v I � � �� Q EX /3T. GURB �l�U7T�R� EXKT. G -Ac WgTER. �- x�ZROi¢ /,(?. A c A44eiyEN7- GUrt/ST•PUCT /Uit/ /C/UTES SA C/ LE-ANDRO LAMB 0— 5'e7AI577 TYPE "G -B' "CUP yo"IxUTTER P" 5Z2P j)Wl,. N° _v, -a eEp GONST. 4/WW A.C. CAR D/iE,P E -Y/5T. FJ -G- TD T!,/E SAT /✓�.°AGT /ON Of T//E G/TY ENl /it/EEP O7 --- SAWGUT � ,pE/ -1pliE �,(� /ST /Nl/ A. C. P.4!/EME/✓T. /5 REA70VE EX/.577NG STREET 8ARR/CADE € SALVAGE r7o C /Ty CORP. y4R0) /G eZ-'1Wka: EY /5T /Nl, CU.Pl3 O� U7-72 ,e. /1 GOrt/57. Q "A. G. O!/E P //" 4..6. ' // /.-. 70 /B CONST. ¢" A.G. OIxER / / "A. /3. "' //�G. 70 P•P /ME - ZD Gdi /5T DP /ILEN/AY APPPGR9Gl� TYPE -N PEP G.C./1 STD. D/y; /V° 504 D/LE,P G "M /rt/ G9.8. �— 1,4157-4LG B "A. G. P. WATER L /i✓E GL.955 /SO. 3� /N57,44G /Z "A.G.P. KW/JTEiP LINE 4L-40" ISO. 3Z /N574LG B- .3 /F f/ALVE &7-,r,--l- G.) 33 /N5 TALL /Z" ,g1� VAGVE�.PT. I FLG.) 5/ INSTALL 4" /'Y. C iC- ROO,),4WW,i>. A2rCZ,4WZ:0 W47ZW L /NE. 58 //(STALL 8" YC.P LATERAL 37 INS r4U 2" STD. DWG. AV 0 0-1<1tF74LL 4"O!/GT /LE /PQt/ P /PE C!1-J55 SZ- GIfEGN/LS� ONE P /FGE 5AVOL5 FL/! Ta FLT -EIS 0,4PYL BE GAT Rl ADX/8T EX/ST W. v ro GRAVE y \l v �Y /5T. B AG. W4TER m � z h° Io a z f` �1� BENCAI MA.Pe EQL14 7- 1471. BENCI� MAPK �EMA) C�1 -29-8/ PLAN EL E VW 7-1,0A1 (-) 0 76 ,=, = 47154 ON 7UP OF CATCf/ B45 1111 �EMA) DATUM. NE. CORNER of 5u1VFLoWZ=ff A4E. 57. ELEK 3/ SXo REDA01XV .4VeNUe /o' II I-t ,5E015T. 4 -GONG. WALK. l Il gGdPl/E D TA ' A' 90'OO'00 / 77- ," O' No. m� R= Gs:oa" L Z N T= 27.77' ZO. aa a d � 86°46:3/" 20. GU' �o o I Za F Z Q V woo V 71'd724- V �o /4.rd7' x W W � ADX/8T EX/ST W. v ro GRAVE y \l v �Y /5T. B AG. W4TER m � z h° Io a z f` �1� BENCAI MA.Pe EQL14 7- 1471. BENCI� MAPK �EMA) C�1 -29-8/ PLAN EL E VW 7-1,0A1 (-) 0 76 ,=, = 47154 ON 7UP OF CATCf/ B45 1111 �EMA) DATUM. NE. CORNER of 5u1VFLoWZ=ff A4E. 57. ELEK 3/ SXo REDA01XV .4VeNUe /o' II I-t ,5E015T. 4 -GONG. WALK. l Il gGdPl/E D TA ' A' 90'OO'00 / 77- ," O' GL1RVE DATA No. 4 R= Gs:oa" L SZ.4o' N T= 27.77' ZO. aa 4117' Q O 86°46:3/" 20. GU' � o I Za 92°aB'57" j Q V woo ® 71'd724- V vs /4.rd7' 0 Q !• � o W 55"04' 4r GL1RVE DATA No. 4 1 Q L T Q/ 117--f7;11- ZO. aa 4117' 33.25' O 86°46:3/" 20. GU' 3Q 92°aB'57" ZO.00' 32./7' Za.76' ® 71'd724- ZO.aO' ZSO6' /4.rd7' 0 28 °054x" ZZD.DO' /07.87' 55"04' © 34 °5Z Z/" 200.00' /2/.73' 60 82' O7 04 -aG %I " /8000' 75.72' 38.43' /Ba w 9Q 19 °ZZ %3" 20a0a' G7G2' 34/3' OO /3 °/G 67" 22000' 6 1UO 25.G2' QZ /Z °U7Z0" ZGV'.aU' 4Z 3/' 2/.Z.4' /3 Z °UB57" Z2,9G{7' B. ZS' 4./3' SaUry vA No 3� 755 I I CIO --171 i H Q.s I II I III Ill 1 II III II ZZF�I III �$Gw III NO3 °4 � W I II v I II 4 W 7• .GALE': / " =.p0" PlaPCEL Z P.IAI A/°R4-.FS9 f,•/ Y` s h ID 0 1 B IX I �k a a � ti3 ti1V ^ N tio� 20 •( Y. I I pAb 01 I ti 113 , 9b I \ n C+, til4 .e! 0611f Q , lei �-ExisT e a.cP vtl�,� � o op 'yl � i � I � M �'•• .I /'%.V° 84 -36e1 3 h9 ti 3 i I o y �r GREENE3RGbK Ave aNOTE: FOR SIDEWALK CONSTRUCTION SEE ON SITE GRADING PLAN 1 T A AvvEO 50 L R g/ DYfP 90 PCR /N ?f. it/4TE P. i t/Z /A5 MESA CO.V5UL /DATED WATER D /ST•P/GT Afe - -77f STPEL =T //"/.°/POI/E/`1L=/VT PLArt/ P•POF /L� f(J,P -V 5 84 9 SAN LEANjP.PI> LAND FRVIV .SO!/TN 6-0,457-,PR. 7V a-eg 6G' 1�1,lo .SOL/T11 COAST D.P. GR&eA14 6RG!?K A VENUE /5eO/°1 SOUTH COAST D.P. TO 293.6Z' N/ SOUT/1 COAST D.P. CITY OF COSTA MESA DEPARTMENT OF PUBLIC SERVICES /ENGINEERING DIVISION ` SHEET Q 7 OF Q PLAN NUMBER