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RIM EL ,tf r t �' .`».., ,+ i(' 3 t ; 2t cs�=v ,'SH ' f•< f j<�+ ( y 1 % ,r` It A } £ ( t { 1 r . r"•" r' ..� 32.4 .. �_..., �. ..... ."__, X_.._,..,. 34X, R _.., L' J 2 +75 X RIM EL5� C 84.7 € EFS FF 5 FF 12+ O 1 I: O 5 z4,FF 86.45 X f / SEKO 1,`3 +65 " , RI r 490 ' X;v # r}t tJ. 2.. , ` X IRZEES <� ___84,7 _ z 4�� S °F. S X 7 �'� �J O 86.45 34,5 O FF 86.45 0 H TREES Xi 841 10 Y. X 'R 0' 20' 40' SCALE: 1" = 20' 8:3. nifli r� Xt T{j .. REE S X 8.?. a 83,7 X on fire line services. FF 86.451 : r y , z r f fs4 0' 20' 40' SCALE: 1" = 20' 8:3. nifli r� Xt T{j .. REE S X 8.?. a 83,7 X on fire line services. 813,40A z r f fs4 ., +10 .A 27 to be turned on. The letter must also contain the 63 67 device, and job address X APN. 84. "; µit r X 84,1 If tf { 'T 47tG X Ii 0' 20' 40' SCALE: 1" = 20' 8:3. nifli r� Xt T{j .. REE S X 8.?. a 83,7 X � � r 4 EEE 53.43 �t SAC , 8b R', 34 r ✓` i �tatr�t,xxf A/ y " i 82 %61 4,3 / X L32,6 SMAX t$!k? 52 / -ii, '�, ST E #,,39F �? E , ^a IAA L 82,¢33�P 6� rlre� - 6L q�EP 3 2 SS STA RIM EL t1 83. INV EL 76. 71.94 a fs „3 on fire line services. 813,40A 30. Fireline services shall not be turned on until the Mesa Engineering Deportment has received a letter from WATER STA 20 +10 it and stating that the plumbing is ready for the 27 to be turned on. The letter must also contain the 63 67 device, and job address z_.... i' aS r { 'T 47tG EXISTING FIRE HYDRANT 7 ,t .9'rFt PROTECT IN PLACE J 3 =j 't;` i,; ST STA 4 +7 .07 SS STA 23 +79.8 51 54 57 u r STA 10 +00 p A INV EL 76.07 "s INV EL 76.27 WE....._ 82 %61 4,3 / X L32,6 SMAX t$!k? 52 / -ii, '�, ST E #,,39F �? E , ^a IAA L 82,¢33�P 6� rlre� - 6L q�EP 3 2 SS STA RIM EL t1 83. INV EL 76. 71.94 a fs „3 on fire line services. ST STA 4 +82.07 30. Fireline services shall not be turned on until the Mesa Engineering Deportment has received a letter from WATER STA 20 +10 it and stating that the plumbing is ready for the fireline, to be turned on. The letter must also contain the 63 67 device, and job address r { 'T 47tG EXISTING FIRE HYDRANT 7 ,t .9'rFt PROTECT IN PLACE J 3 =j 't;` i,; ST STA 4 +7 .07 SS STA 23 +79.8 51 54 57 u r STA 10 +00 p A INV EL 76.07 "s INV EL 76.27 WE....._ EXISTING 1" SERVICE WITH V WATER METE 10• f t�""bkv L54 U',.s B t . 83.49 C 33 °3AC F_ pp" E 3 gigE)E =' 3 .fi i„ � r 8318 AC s3E(a 133, C fl1. / B3 eTC _ 8 mn. f / SS STA 10 +32.00 INV OUT 76.59 (EAS ,f INV IN 76.69 (WEST) RIM EL 83.59 6 � -A 83A 4P 23 +57 : 33.2:.., EXISTING 1" SERVICE WITH 5/8" WATER METERS STREET STA 4 +00.07 I SEPARATE PLAN CHECK AND PERMIT SHALL BE REQUIRED FOR SEWER CONNECTION 30 LF ■ I - 27. In an areas, no trees shall be located m MCWD easement or wi m o any M ac i lty. 51 CONSTRUCT 8" VCP SEWER IN PACIFIC AVENUE R /W. ry tt �, &AC, � ; # } f ST. STA 2 +66.21 28. A reduced pressure principle assembly will be required on metered Water services to all industrial 52 CONSTRU P 61 SS + CMSD buildings. GENERAL NOTES - COSTA MESA SANITARY DISTRICT 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT. 2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE: (949) 631 -1731. 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED UNACCEPTABLE. 4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE COSTA MESA SANITARY DISTRICT, 628 W. 19TH STREET, COSTA MESA TELEPHONE: (949) 645 -8400, EXTENSION 229. 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE LOCAL GOVERNING AGENCY. 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIMES. 7. CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN LINE SEWER. TYPE "D" JOINTS, BOND -SEAL OF APPROVED EQUAL, ARE APPROVED FOR LATERALS AND REPAIR WORK ONLY. B. 6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT. 9. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS. 10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS. 11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL. 12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6 BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL BE RAISED TO GRADE PER STD. DWG. NO. S -105. 13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED EQUAL. COVER TO BE STAMPED "SEWER:' 14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN RAISED TO GRADE. 15. PVC PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT ENGINEER. 16. IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. NO. S -110 -A OR S- 110 -B. 17. DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT FOUND IN FIELD OR FOUND TO BE DEFECTIVE. 18. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE DONE PER STD. DWG. NO. S -112. 19. A CLEAN OUT WILL BE REQUIRED FOR EACH LOT ON PRIVATE PROPERTY BETWEEN RESIDENCE AND EDGE OF THE STREET RIGHT -OF -WAY. MESA CONSOLIDATED WATER DISTRICT STANDARD WATER CONSTRUCTION NOTES 1. Engineering Plan Check /Inspection Fee and performance Guarantee Bond shall be paid and Application /permit (A.P.) completed by the applicant prior to the approval of the plans and issuance of the A.P. Fees shall be in accordance with Mesa rates and deposit schedule. s dp 2. Capacity Charges shall be collected by mesa at the time other fees are collected prior to approval of plants or service agreement, whichever is first. This fee shall be in accordance with mesa rates and deposit schedule. 3. Water mains be installed according to the latest Standards and Specifications of MCWD. 4. Contractor to have, on the job site, a copy of the latest Standards Specifications at all times. 5. Contractor to notify MCWD 48 hours prior to construction (Phone: 949 - 631 - 1291 - Inspections Department) 6. A cash Performance Guarantee Bond shall be held one year. after MCWD 's Notice of Completion to guarantee work performed by the Contractor. 7. Separation between sanitary sewer and water mains will be 10' HORIZONTAL, 1' VERTICAL 8. A 15' water main easement will be granted to the MCWD for maintenance purpose, 5' for water services (7.5' each side of main;2.5' each side of service). Easement documents are to be submitted to Mesa no later than 30 days after Notice of Completion is filed. 9. Service laterals will be set to grade by contractor prior to the installation of water meters and boxes (per MCWD's Standard Dra wings #1, #2 and #3). 10. Water meter will not be installed nor water turned on unit the backflow devices required for the building and irrigation systems have been installed, tested, approved, and certified Contact Cross Connection Control at 949 - 631 -1291. 11. Protect existing utilities in place. 12. Water mains will hove 42" minimum cover to finish grade. 13. Raise existing water valve covers to grade(per MCWD Standard Drawing #14). 14. Install fire hydrant per MCWD Standard Drawing #4 or #48. 15. Install blow -off per MCWD Standard Drawing Ill 16. WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR FOUR HOURS. 17. Backfill material in pipe zone will have a sand equivalent of 30 or greater. 18. The backfill above the pipe zone will be compacted per MCWD Standard Drawing #18, and be in compliance with C.C.M. Standard Drawing 813. 19. Chip 2" "W' n curb face to identify water service location. 20. Install thrust or gravity blocks per MCWD Standard Drawing #11 or 112. 21. Contractor to verify depth and location of all utilities prior to trenching. 22. Contractor to install temporary taps for testing and chlorination prior to connecting to existing mains. 23. Contractor to return all material removed to MCWD yard, except ACP., broken concrete, and native soil. 24. Water meters and boxes to be installed by MCWD but paid for by others. 25. A reduced pressure principle assembly will be required on all water metered services to any condominium unit over two stories or five or more units on one metered service. Contact Cross Connection Control at 949 - 631 -1291. 26. Irrigation meters will require a reduced pressure principle assembly. it 7 5' f CWD f 'I' CT 8 VC SEWER SDR 35. 298 LF 1, • /5 `; RIM EL 83.98 INV EL 75.38 53 CONSTRUCT 6" PVC CLEAN OUT PER 2001 CALIFORNIA PLUMBING CODE 3 EA CONSTRUCTION NOTES AND QUANTITY ESTIMATE SET TOP AT FINISHED GRADE. MESA CONSOLIDATED WATER DISTRICT ='z# �a,3 Ac 54 CONSTRUCT 48" STANDARD MANHOLE PER CMSD S -100. 2 EA " „ IJ. -8.3 'A"r 61 INSTALL 2 COPPER SERVICE WITH 1 METER IRRIGATION PER MCWD 1 A 29. A double check detector assembly will be required on fire line services. 30. Fireline services shall not be turned on until the Mesa Engineering Deportment has received a letter from the owner, or owner's authorized agent, requesting it and stating that the plumbing is ready for the fireline, to be turned on. The letter must also contain the MCWD file number, size and serial number of the device, and job address " STD DWG NO. 2. BACKFLOW PREVENTOR PER MCWD STD. DWG NO. 23 0+00 Z 31 Lenend 55 CONSTRUCT 6 VCQ SEWER �ASERAL EThSS� :.- 1Gd4-ja 9D L.F. BAC1tF1LL PER MC')VD STD DWG N0. 18 WILSON STREET 56 CONSTRUCT 4" PVC SEWER LATERAL SDR 35. 280 LF 62 INSTALL 1" COPPER SERVICE WITH 3/4" METER PER 10 EA 57 CONSTRUCT UTILITY TRENCHING AND REPAVING PER CITY 152 SF MCWD STD. DWG N0. 1. BACKFILL PER MCWD STD DWG NO. 18. OF COSTA MESA STD. 813 63 HOT TAP EXISTING 6" ACP W/ 6 "x6" TAPPING SLEEVE AND 1 EA 58 CAP EXISTING 6" SEWER LATERAL AT PROPERTY LINE. 2 EA 6" G.V. PER MCWD STD DWG NO. 6 AND INSPECTOR REQUIREMENTS. 64 INSTALL 6" PVC C -900 CL 200 WHITE PIPE BACKFILL PER MCWD- 282 LF STD. DWG NO. 18 NOTE: CUTTING INTO STREET PAVEMENT REQUIRES SPECIAL RESURFACING REQUIREMENTS. SEE THE STREET IMPROVEMENT PLANS FOR REQUIREMENT AND LIMITS. � VALVE FIRE HYDRANT -W- WATERLINE 9HB HOSE BIB 65 INSTALL 6" R.W. GATE VALVE PER MCWD STD DWG. N0. 14l 5 EA SEWER NOTE: IMPORTANT NOTICE ON -SITE SEWER IS PRIVATE, SHALL AND SHALL SECTION 4216/4217 OF THE GOVERNMENT CODE 66 INSTALL STANDARD FIRE HYDRANT PER MCWD STD DWG 2 EA BASIS OF BEARINGS APPROVED FOR UTILITY COMPLY WITH 2001 CALIFORNIA PLUMBING CODE F MESA CONSOLIDATED WATER DISTRICT REQUIRES A DIGALERT IDENTIFICATION NUMBER NO. 4 AND 413 LOCATION ONLY. ALL STREET BE REVIEWED INSPECTED AND APPROVED BY THE BE ISSUED BEFORE A "PERMIT TO EXCAVATE" BEARINGS SHOWN HEREON ARE BASED ON THE IMPROVEMENTS PER SEPARATE CITY OF COSTA MESA BUILDING DEPARTMENT. MC 1819 TRACT MAP WALL BE VALID. FOR YOUR DIGALERT I.D. NUMBER 67 SAWCUT, REMOVE AND REPLACE AC PAVEMENT AND TRENCH 84 SF LINE BETWEEN HORIZONTAL CONTROL POINTS GPS 6197R1 PLANS. CALL UNDERGROUND SERVICE ALERT PER CITY STD DWG NO 813. AND MCWD STD DWG NO. 18. AND GIPS 6201 BEARING SOUTH 72'41 29 WEST APP RO D FOR CONSTRUCTION IN PACIFIC AVE. R/W 16926 TOLL FREE 1- 800 - 227 -2600 PER RECORDS ON FILE IN THE OFFICE OF THE // ,p TWO WORKING DAYS BEFORE YOU DIG 68 EXISTING MCWD WATER SERVICES TO BE ABANDONED 2 EA ORANGE COUNTY SURVEYOR. �C C (� . /� G ! 06 AT MAIN PER MCWD INSPECTOR'S REQUIREMENTS CITY OF COSTA MESA COST JIM A SANITARY DISTRICT DATE APPROVED BY: DATE BENCHMARK GEOTECHNICAL ENGINEER PREPARED FOR: Q�pFESSlp 19652 HIGHRIDGE WAY .� By PRIVATE SEWER AND WATER SHEET 2295 PACIFIC LLC �� FATRI� �- - JPK ,��r� TRABUCO CANYON, CA 92679 � ELEVATIONS SHOWN HEREON ARE BASED ON ORANGE COUNTY h `� � � -' (949) 888 -9784 ,,,� �- I M P R 0 VE M E N T P L A N SURVEYORS BENCH MARK "HB- 243 -77 ". ELEVATION = 78.463 FEET 14747 ARTESIA BLVD. SUITE 1 -D CARE OF: WATERPOINTE DEVELOPMENT COS. LLC �, � ,., * y��c��_I of LA MIRADA, CA 90638 ATTENTION: GARRET E, CALACCI `�' No. 22o1s a �I•r• r`�'i'1' � �"'E""�^ TOLL FREE (866) 4 -JP -KAPP KQ (NAVD88, O.G.S. 1995 ADJUSTMENT). 190 NEWPORT CENTER DRIVE, SUITE 220 � � 9#70#2007 � 2 2 8 7 - 2 2 9 5 PACIFIC AVENUE � • PHONE: 714- 521 -0129 NEWPORT BEACH, CA 92660 si Ctyj� �P lIRFJIMlION aF J.P. KAPP R.C,E EXPMlES DATE a� �, SHEE75 Na DATE RENSIONS „m FAX: 714- 521 -0179 PHONE: 949- 644 -8900 FAX: 949 - 644 -8920 9lf OF CA1.�F��� JPK CITY 0 F C 0 S TA MESA "' �' 22ots os -ao-o7 S 0 0037 -50