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HomeMy WebLinkAboutS_5308_S1 2 3 4 5 6 A B C D 60 ------------------------------------------------- 80 - 70 - 60 - 50 - 40 - 30 - ----- LOT 22 TR. 1501 \ PCL. 1 P.M.B. 21/8 I I I I 1+00 B 0 CONST. 46 L,f. s·s .(VCP) C ~==== ~ . 1~ PRIVATE SEWER Lb.TE,RAL. eER . SEPARATE PLANS I 1+50 PROFILE SCALES HORIZ.: 1" = JO' VERT.: 1" = 10' SURVEY NOTES TOPOGRAPHIC SURVEY PREPARED BY APEX LAND SURVEYING, INC. DATED 4/11 /15. D E F NOTICE TO CONTRACTOR 1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBIUlY FOR JOB SITE CONDmONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 2. IF THIS PROJECT IS STAKED BY SURVEY CREWS OTHER THAN THOSE CREWS UNDER THE DIRECT SUPERVISION OF THE SIGNATORY ENGINEER, THE SIGNATORY ENGINEER WILL NO LONGER BE THE ENGINEER OF RECORD AND Will HAVE NO RESPONSIBIUlY AS l'O THE FINAL CONSTRUCTED PROJECT. THE SIGNATORY ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS THAT COULD HAVE BEEN CORRECTED DURING THE CONSTRUCTION OF THIS PROJECT, IF THE STAKING HAD BEEN DONE BY SURVEY CREWS UNDER HIS DIRECT SUPERVISION. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE All PRECAumONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, TIHESE LINES OR STRUCTURES. CONSTRUCTION NOTES (D-coNSTRUCT 6" VCP SEWER LATERAL PER C.M.S.D. STD. DWG. NO. S-112. (I)-coNSTRUCT CLEANOUT PER C.M.S.D. STD. DWG. NO. S-107. @-CONNECT TO EXIST. SEWER MANHOLE PER C.M.S.D. STANDARDS. @-RE-CHANNEL BASE OF EXIST. SEWER MANHOLE PER C.M.S.D. STD. DWG. NO. S-100. @-coNSTRUCT A.C. CURB PER CITY OF NEWPORT BEACH STD-183-L. ©-RESURFACE EXIST. STREET PER CITY OF NEWPORT BEACH ST0-105-l -B. 146 L.F. 1 EA. 1 EA. 1 EA. 7 l.F. 90 S.F. NOTE: QUANTITIES SHOWN HEREON ARE ESTIMATED FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL PERFORM OWN QUANTITY TAKEOFF FOR BIDDING AND OTHER PURPOSES. POR. LOTS 20 & 21 TR. 1501 coc 2011-016 I I I I I I ,J I G H C.M.S.D. STANDARD SEWER NOTES 1. THE• SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT. 2. CONTRACTOR SHAU. 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, CA 92627. 949/645-8400 EXT. 229. 5. CONTRACTOR SHAU OBTAIN All NECESSARY PERMITS THAT MAY BE REQUIRED BY THE LOCAL GOVERNING AGENCY. 8. 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, BAND-SEAL OR 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 LITT 6" BELOW FlNISH 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 Bffi'IEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. NO. S-11O-A OR S-11O-8. 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 CONSTRUCTED PER STD. DWG. NO. S-112. 19. CONTRACTOR TO EITHER REPLACE EXISTING 6" VCP LATERAL IN STREET RIGHT OF WAY WITT-l NEW LATERAL PER CMSD STD S-104-A OR PERFORM CCTV OF EXISTING LATERAL ANO PROVIDE VIDEO TO THE COSTA MESA SANITARY DISTRICT. DAMAGED PORTIONS OF EXISTING LATERAL SHALL BE REPAIRED {IF ANY). PROJECT I I --- --_ J_ ________ _ 12612 MESA DR.I POR. LOT 152 BLOCK 51 IRVINE'S SUBDIVISION NOTICE TO CONTRACTOR: CIVIL ENGINEER OF RECORD APPROVAL REQUIRED PRIOR TO BACKFILL OF ALL DRAIN PIPES, CONTACT CIVIL ENGINEER TO FIELD VERIFY LOCATION, SIZE, AND DEPTH OF DRAIN SYSTEM. E F \ \ I SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG. G VICINITY MAP LEGEND RIGHT-OF-WAY OR ---------PROPERTY LINE s SEWER LINE w WATER LINE G GAS LINE E ELECTRIC CONDUIT IXXl FIRE HYDRANT c.o. CLEANOUT R/W RIGHT-OF-WAY It PROPERTY LINE SMH SEWER MANHOLE TC TOP OF CURB Fl FLOW LINE FS FINISH SURFACE COSTA MESA SANITARY DISTRICT APPROVED BY: DATE K PLANS PREPARED BY: TOAL ENGINEERING, INC:. @@@ CIVIL FNGIN°ERING LANO SURVEYING STOPMWATER QUALIIY 139 t,ve1ids. Navarro San 81em'"nte CA 9?C7? g~:;i 192 5586 'N'v'/W ·::;alengrneer1ng com No. 59275 ADAM L. TOAL R.C.E. 59275 DATE: _____ _ PREPARED FOR: JILL MANLY 2612 MESA DRIVE NEWPORT BEACH, CA 92660 (949) 548-0187 z ::5 0... IJJ 0 I-:z z IJJ w C VI ~ w w ~ > ~ 0 ~ a::: 0... :::E :::E w :I: a::: I-w ~ w en DATE: 2/27/16 SURVEY OAT£: DRN.: A.LT. CHO.: A.LT. APPD.: A.LT. JOB NO. 15667 l.u ':; 0 l.u ':; D z 0 (/) > l.u z <( o-_z (/) a::: -o .::: IJ.. o-ro ...J ::i <( (/) () . (I) I . () !.z! t'..:i > ro 0::: I- • 0::: ,.. 0 I[) n. ::.:: ~ () z 0 _J • ro ~ -a::: No lf) v-<( f-(I) ow _J ::ii •N a::: -0 (0 a.. N H. SCALE: 1•1 = 10· V. SCALE: N/A DWG. NO. C-01 SHEET OF 1 1 ~ • "'! 0 I ~ ! $ "' -~ <.) !!, C •• e a ., "' ~ ~ "' "' -z ~ 0 ~ 0 .;; "' -g -..,