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S-2006-4-1z e o: a W a SEWER LATERALS GENERAL NOTES - COSTA MESA SANITARY DISTRICT LOT N SEWER STA. 1 10 +72 2 11 +00 3 11 +21 4 11 +49 5 11 +69 6 11 +99 7 12 +20 8 12 +48 9 12 +68 10 12 +96 11 12 +92 12 12 +64 13 12 +44 14 12 +16 15 11 +95 16 11 +65 17 11 +45 18 11 +17 19 10 +96 20 10 +68 ow fto- all '1 C 63 64 67 W 63 67 WATER LATERALS GENERAL NOTES - COSTA MESA SANITARY DISTRICT LOT # WATER STA. 1 20 +66 2 20 +75 3 21 +15 4 21+24 5 21 +63 6 21 +74 7 22 +13.5 8 22 +22.5 9 22 +62 10 22 +71 11 22 +72.5 12 22 +63.5 13 22 +24 14 22 +15 15 21+75.5 16 21 +64.5 17 21 +25.5 18 21 +16.5 19 20 +76.5 20 20 +67.5 LANDSCAPE 1" 20 +40 FIRE 4" 20 +42.50 3 - MINIMUM `n nl m EXISTING - WATER x 3: _ + MESA DRIVE q 0 +00 LEFT 4 "x4 "x4" TEE NOTE: CURB AND GUTTER REMOVAL AND REPLACEMENT PER SEPARATE STREET IMPROVEMENT PLANS. 61 .• I O 65 17C 68 G 5C t - SINGLE STORY NURSING DOME _.... CONC. _ 1�IN .WALL ALoNC PROPERTY 4ElE s� I RIES 5 TO HIGH �3 -..... N49'22'03"W 290.1 t ` CONC. _- ___ - -- . ............. P tff_,5.Z FF 57.63 FF . T e RE CON 1 73 56.53 156 71 57.63 FF 57-6-3- " FF 9 All I I 18" MCWD CMI.&C 1 B' �..., 2 RY APARTMENT hh 8' ITARY SEWER Y (CO A MESA SANITARY DISTRICT) 10" RINI ACP WATER IY EAST 42' MOYD CONCRETE C04YED WATER 8' EAST 57.53 11 58.01 A� �C. 59.09 56.82 1 5733 57.33 1 5781 1 �r Tj 1 57.81 1 58.29 ri�rya [mil 22 60 ____. 58.01 58.01 58.49 F?� 58.11 FF 5 1 FF F 59.( 59.09 FF 59.57 - 49'22`v3'W 290.09` _.. NOTE: CONTRACTOR SHALL VERIFY ELEVATION OF 42" MESA CONSOLIDATED WATER DISTRICT PIPE AND 10" IRVINE RANCH WATER DISTRICT PIPE PRIOR TO CONSTRUCTION OF SANITARY SEWER. 2 STORY APARTMENT 4 1.1' IRWD CONCRETE GENERAL NOTES - COSTA MESA SANITARY DISTRICT CONCRETE 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY w 72 DISTRICT. ELBOW 2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48 PRESENT. HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE: (949) 631 -1731. 4 DRIVE APRON 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED DDEPTCONN UNACCEPTABLE. K. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER 4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK 3 FROM THE COSTA MESA SANITARY DISTRICT, 628 W. 19TH STREET, COSTA MESA F TELEPHONE: (949) 645 -8400 STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND x 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE a' LOCAL GOVERNING AGENCY. lfL/ F FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. . ...., ..' 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD PLANS h� h SHED �a " �� a, 72 90'RED BEND 3 - MINIMUM AND SPECIFICATIONS ON JOB SITE AT ALL TIMES. 7 CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN LINE g L. 4„ PVC 6" SEPARATION SEWER. TYPE "D" JOINTS, BOND -SEAL OF APPROVED EQUAL, ARE APPROVED FOR LATERALS O a M D= 2" PVC AND REPAIR WORK ONLY. 6" F ( c 8. 6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT. ? > SERVICES BY MEANS OF A 4" GRINDER. -- g _j m 9. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS. o " INDIVIDUAL PRESSURE REGULATORS WILL BE REQUIRED BY THE UNIFORM PLUMBING CODE IF 10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS. in AVERAGE STATIC PRESSURE IS 80 PSI OR MORE. FIRE PROTECTION 11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL. 0.45' 0.45' o ro 12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" JETTED AND 0. CURBS SHALL BE INSCRIBED WITH TIE -DOWNS FOR ALL VALVE LOCATIONS BY CONNECTION BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL �a CONSOLIDATED MEANS OF A 4" GRINDER. PLAN BE RAISED TO GRADE PER STD. DWG. NO. S -105. �. N.T.S. 13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED x'49 P. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING WATER SYSTEM FOR EQUAL. COVER TO BE STAMPED "SEWER." TRENCH STN 13 +20 14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN AND 54 RAISED TO GRADE. GARAGE T P EL 15. PVC PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT ENGINEER. • eK� OUTLET EL 52.04 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. "DDCA 17. DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT FOUND IN FIELD l o 71 3 OR FOUND TO BE DEFECTIVE. 66 w " 1 . EE TEE 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 \� FIRE DEPT O 72 AND EDGE OF THE STREET RIGHT -OF -WAY. 23 °' R " „ 7RED.3BEND CONN Y 4 "x3" 90' 72 a RED. BEND GENERAL NOTES - IRVINE RANCH WATER DISTRICT a 64 A. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER WORK SHALL 58.29 c a° 2 "x2 "x2" CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIRE - "CONSTRUCTION ", " " " "''' �� TEE MENTS" AND MANUAL AS LAST REVISED. �� 72 4 " 4 " B. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING �� DAYS BEFORE START OF WORK AT (949) 453 -5300 OR (949) 453 -5615. x'49 �� C A PRECONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND �Q� THE CONTRACTOR SHALL BE HELD ON THE JOBSITE 48 HOURS PRIOR TO START OF WORK. O 0y 70 4 "PVC 73 D. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM 4" 90" 4 "x2" 90' 50 -FOOT STATIONING IF THERE ARE NO EXISTING CURBS. vv 7 4 BEND RED. BEND E. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND REINSTALLED AT THE PROPER LOCATION, AT NO COST TO THE DISTRICT. F. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT FIRE PROTECTION DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48 INCHES OF COVER WILL '.. Q..� CONNECTION REQUIRE AN EXTENSION AS PER DRAWING W -8. 4`? f PLAN G. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE 10 INCHES AND SMALLER SHALL BE A N.T.S. A MINIMUM 42 INCHES BELOW THE FINISHED STREET SURFACE AND 48 INCHES BELOW L ci FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. ly AREA TO BE GROUND 1 - }" H. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4 INCHES ABOVE THE BELOW FINISH SURFACE AND REPAVE CONCRETE PAD OR SIDEWALK AND SHALL BE LOCATED A I WITH MEDIUM GRADE ASPHALT a MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTION. CONCRETE OVER REINFORCING FABRIC -SEE NOTES w ci I. ALL WATER MAINS 6" THROUGH 12" SHALL BE CL200, AWWA C -900 PVC UNLESS OTHER - z a WISE NOTED. FINISH 1' TRENCH 1' u F_: J. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS SURFACE r� X PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION HIGH CURB ONLY LINE I n- w SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE .. FIELD, IN THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS IRWD CONCRETE CONCRETE PRESENT. 0' 20' 40' METER BOX 4 DRIVE APRON ° K. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER IRWD STD W -1 o fig° A.B ° STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND x SCALE: 1" = 20' ° FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. . ...., ..' cYD g L. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. 6" O a M D= M. CURBS SHALL BE INSCRIBED WITH A W" INDICATING LOCATIONS OF ALL DOMESTIC WATER 6" F � c N ? ? > SERVICES BY MEANS OF A 4" GRINDER. -- g _j m o N. INDIVIDUAL PRESSURE REGULATORS WILL BE REQUIRED BY THE UNIFORM PLUMBING CODE IF in AVERAGE STATIC PRESSURE IS 80 PSI OR MORE. SAND S.E. ? 30 0.45' 0.45' o ro z JETTED AND 0. CURBS SHALL BE INSCRIBED WITH TIE -DOWNS FOR ALL VALVE LOCATIONS BY tail CONSOLIDATED MEANS OF A 4" GRINDER. SECTION P. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING WATER SYSTEM FOR TRENCH PAVING AND VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION. APARTMENT ENTRY GARAGE IRWD WATER Q. BEFORE FINAL ACCEPTANCE, THE DEVELOPERS ENGINEER SIGNING THE PLANS SHALL NOTE: ALL SANITARY SEWER LATERALS 13ACKFILL DETAIL FURNISH THE DISTRICT WITH A SET OF AS -BUILT MYLARS OF THE WATER AND SEWER PLANS. ONE FOOT MINIMUM CLEARANCE UNDER 61 INSTALL 1" COPPER SERVICE PER IRWD STD. W -1. LEA n GARAGE FACE NOT TO SCALE R. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT WILL BE TESTED DOMESTIC WATER SERVICES (IRRIGATION METER TO BE APPLIED FOR AND PAID FOR SEPARATELY.) 4" HIGH CURB ONLY FOR CONDUCTIVITY, TURBIDITY AND ODOR. THE TURBIDITY MUST BE LESS THAN 2.5 NTU 62 INSTALL 1" COPPER SERVICE TO HOMES PER IRWD STD. W -1. 20 EA AND THE ODOR MUST BE LESS THAT 1.0 TON, NOT TO INCLUDE CHLORINE ODOR, TO BE (METERS TO BE APPLIED FOR AND PROCESSED ON AN CONCRETE DRIVE APRON ACCEPTABLE. APPLICATION FOR SERVICE.) S, THE CONTRACTOR WORKING ON IRWD WATERLINES MUST HAVE A C -34 LICENSE OR A CONSTRUCTION NOTES AND QUANTITY ESTIMATE 63 HOT TAP EXISTING 10" ACP W/ 10 "x6" TAPPING SLEEVE AND 2 IRWD CONCRETE tai CLASS A GENERAL CONTRACTORS LICENSE. SEWER 6" G.V. PER IRWD STD W -7 do W -12. METER IRWD STD W -1 BACK OF CURB T. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATERING PERMIT FROM THE 51 CONSTRUCT 8" VCP SEWER IN STREET R/W PER CMSD STD. 40 LF 64 INSTALL 6" PVC C -900 CL 200 PER IRWD STD W -11. 315 LF STATE OF CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE START OF CONSTRUCTION. 52 CONSTRUCT 6" PVC SEWER LATERAL SDR 35. 300 LF 65 INSTALL 1" RPPD PER m%'13 sm 'H-2z. 1 .. ... NOTE - ALL ON -SITE PLUMBING SHALL COMPLY 0.45' .45' FLOW LINE WITH 2001 CPC. 54 CONSTRUCT 48" STANDARD MANHOLE PER CMSD STD S -100 2 EA 66 INSTALL 2" END OF LINE BLOWOFF ASSEMBLY PER LEA Do 4" ROLLED CURB AND GUTTER 5© SAWCUT REMOVE AND REPLACE AC PAVEMENT AND 120 SF I.R.W.D..STD. W -3. 2,0' ORANGE COUNTY ENCROACHMENT TRENCH PER APWA STANDARD PLAN 133 -1 67 SAWCUT, REMOVE AND REPLACE AC PAVEMENT AND TRENCH 10o sF PERMIT No. 2004 -1523 PER APWA STANDARD PLAN 133 -1 3.0' (5X CONSTRUCT 8" SDR35 SEWER PER ORANGE COUNTY 276 LE 68 INSTALL 6 "x6 "x4" TEE AND 4" GATE VALVE. 1 EA SEE TRAFFIC CONTROL PLAN SHEET 2 OF 2 BLDG. DEPT. STD. ®0.01000 O ,M 69 INSTALL FIRE HYDRANT PER IRWD STD. W -5 1 EA PLAN SEWER NOTE: IRVINE RANCH WATER DISTRICT W/0 40700P IMPORTANT NOTICE O INSTALL 4" PVC C -900 CL 200 PER IRWD STD W -11 23 LF WATER METER LOCATION DETAIL BE SITE SED E IS PRIVATE APPROVED APPROVAL OF WATER FACILITIES D� NOT TO SCALE SECTION 4216/4217 OF THE GOVERNMENT CODE O INSTALL 3" DOUBLE DETECTOR CHECK ASSEMBLY PER IRWD STD W -16. i EA BY THE ORANGE COUNTY BUILDING %� REQUIRES A DIGALERT IDENTIFICATION NUMBER (BYPASS METER TO BE APPLIED FOR AND PAID FOR SEPARATELY.) DEPARTMENT. �It/ BE ISSUED BEFORE A "PERMIT TO EXCAVATE" BASIS OF BEARINGS WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER 72 INSTALL 4 "x3" 90' RED. BEND, 3"0%2-1/2 " TEE FIRE DEPT. CONN. 1 EA_ CALL UNDERGROUND SERVICE ALERT / BEARINGS SHOWN HEREON ARE BASED ON A LINE BETWEEN ORANGE APPROVED F R CONSTRUCTION IN SANTA ANA AVE. R/W APPROVED BY: DATE IRWD CODE4232 u TOLL FREE 1- 800 - 227 -2600 4 "x3" 90' RED. BEND, 4 "x2" 90' RED. BEND, 2 "x2 "x2" TEE. COUNTY SURVEYOR CONTROL POINTS GPS 6171 AND GPS 6169 R1, TWO WORKING DAYS BEFORE YOU DIG BEARING NORTH 3'55'36" WEST PER RECORDS ON FILE IN THE OFFICE 's/l/01' /��1 '1 73 INSTALL 2" PVC C -900 CL 200, PER IRWD W -11. 35 LF OF THE ORANGE COUNTY SURVEYOR. PAO`r0031 COSTA ME S NITARY DISTRICT DATE SUPERVISED BY: DATE BENCHMARK �xNED9. PRIVATE SEWER AND WATER SHEET GEOTECHNICAL ENGINEER PREPARED FOR: QaoFESSIO� CM- 51 -89, ELEVATION = 66.027, O.C.S. 1995 ADJUSTMENT �p �( 19652 HIGHRIDGE WAY JPK R PATRI F TRABUCO CANYON, CA 92679 DESCRIBED BY OCS 2001. FOUND 3 -3/4" OCS ALUMINUM ISABEL C. HERNANDEZ & y�Q� 'Q -r- (949) 888 - 9764 DRAWN e/ IMPROVEMENT PLAN a BENCHMARK DISK STAMPED "CM- 51 -89" SET IN THE TOP OF A 4" o s BY 4' CONCRETE POST. MONUMENT IS LOCATED IN THE SOUTHWEST JULIA D. HERNANDEZ W n TOLL FREE (866) 4- JP -KAPP CORNER OF THE INTESECTION OF SANTA ANA AVENUE AND MESA No. 22015 !! JPR SANTA ANA AVENUE 2 DRIVE, 57 FEET WESTERLY OF THE CENTERLINE OF MESA DRIVE AND 20362 SANTA ANA AVENUE E :p. 9/30/2005 a} 20402 21 FEET NORTHERLY OF THE CENTERLNE OF SANTA ANA AVENUE. SANTA ANA, CA 92707 PREPAR ND SUPERVISION OF J.P. KAPP R.C.E. EXPIRES DATE SHEETS MONUMENT IS SET LEVEL WITH THE TOP OF CURB. CHECKED BY N0. DATE REVISIONS APPROVED 'rF Or C AI�iO�p _ 22015 09 -30 -05 Q Q� JPK UNINCORPORATED ORANGE COUNTY ODO_O0D