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HomeMy WebLinkAboutDWG 402-1; PD 02-05; HIGHLAND DRIVE SEWER EXTENSION; 01-02GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF COND/T/ONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION or ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE Fil.ED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ PERM/TT££'$ POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH£ INSURANCE COMPANY WRITING THE POLICY MUST HA~ A RA71NG OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THf CITY ENGINE[R 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA Y.S OF COMPLETION OF FIUD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO Ti,[ CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRfCONSTRIICTION MEEVNG SHAii BE HFLD AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CON$_TRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(438-3634) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQU[STS OTH[R THAN FOR PRECONSTRUC770N MEETING WILL 8£ MADE BY CALLING THE ENGINEER/NG 24-HOUR INSPECTION REQUEST LINE AT (619) 438· 3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON TH[ DAY BEFORE THE INSPECTION IS NFEDFD. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE O'MIER AND /OR APPLICANT THROUGH THE DEVELOPER AND /OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION fROM THE HAZARD OF CAVING GROUND DURING THE £XCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TH[ PLAN VARIES FROM THE SHORING SYSTEM STANDARDS £STAR/ !SHED BY lliE CONSTRI/CVON SAffTY ORDERS nu F R CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, 9Pf/lAVQN5 WJ/1 C[AS[ /MMFDIATFI Y. AND THE PERM/ /TEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT[£ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON TH[ SIT[ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPAF?TURE OR OPERATION OF TRUCKS, EARTHMOVING EOUIPM£NT, CONSTRUCTION £0UIPM£NT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL RQU TE OR ADJACENT STREFTS AS A R£SUL T OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHO'MJ ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHFR UTILITY FACILITIES OR STRUCTURES NOT SHO'MJ OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REOU/RED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UT/UT/ES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DA Y.S PRIOR TO STARTING CONSTRUCifON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4133 SDG&E (760)438-6200 PACIFIC BELL (760)489-3441 DANIELS CABLEVISION (760)438-5241 CITY OF CARLSBAD(STREEIS AND STORM DRAIN) (760)434-2980 'CITY OF CARLSBAb(SEWER, WATER & RECLAIMED WATER) (760)438-3367 'SAN DIEGU/TO WATER DISTRICT (760)753-1145 *LEUCADIA COUNTY WATER DISTRICT (76~753-0155 *VALLECITOS WATER DISTRICT (760 744-0480 "OLIVENHAIN WATER DISTRICT (760 753-6466 *BUENA SAN/TA TION DISTRICT (76 )565-5657 • AS APPROPRIATE HIGHLAND DRIVE WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL COO[ 2. CITY OF CARLSBAD STANOAF?DS 3. THIS SET OF PLANS SEWER PIPELINE EXTENSION 4. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. I __ OCATION SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SY.STEM -DESIGN CRITERIA, STANDARD DRAWING ANO SPECIF/CATIONS", ANO THE STANDARD SPECIFICATIONS, MARCH 1993, ANO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO TH[ DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED ANO APPROVED BY TH£ DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT or WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [760] 438-3891) REFERENCE DRAWINGS: CHESTNUT A VENUE WATER MAIN REPLACEMENT SANDAL WOOD UNIT NO. 2 HIGHLAND DRIVE CHESTNUT A VENUE ENGINEER OF WORK: DATE: RCF: CMWO 89-108 CITY OF CARLSBAD DWG 152-10 CITY OF CARLSBAD DWG 158-8 CITY OF CARLSBAD DWG 128-1 CITY OF OCEANSIDE VICINITY ' HIGHWAY l'ACll·IC OCEAN I VICINITY BASIS OF BEARING CENTER LINE OF HIGHLAND ORI VE PER PARCEL MAP NO. 18746 VERTICAL CONTROL MAP DESCRIPTION: SEWER ACCESS HOLE RIM ELEVATION LOCATION: CENTER LINE INTERSECTION OF HIGHLAND DRIVE AND CHESTNUT AVE. ELEVATION: 166.21 6. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIF/CATIONS FOR WATER, SEWER AND RECLAIMED WATER. STREET NOTES DESCRIPTION 6-INCH PROPOSED SEWER MAIN SDR35 8-INCH PROPOSED SEWER MAIN CLEANOUT 6-INCH PROPOSED SEWER MAIN CLEANOUT 4-INCH PROPOSED SEWER LATERAL EXISTING FEATURES EXISTING WATER SERVICE EXISTING WATER MAIN W/VALVF.S EXISTING GAS MAIN EXISTING SEWER MAIN AND ACCESS HOLE POWER POLE GUY POLE GUY WIRE GAS MEITR MAIL BOX STORM DRAIN MANHOLE SIGN STREET LIGHT TELEPHONE MANHOLE ITLEPHONE RISER CATV RISER ELECTRIC RISER ELECTRIC MEITR PULL BOX TRAFFIC SIGNAL STREET NAME SIGN EDGE OF PA VE MEN T GAIT POST 1. ACTUAL STRUC7URAL SECTIONS WILL BE DETERMIN[D AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPAF?ED BASEMENT SOIL. THE "R" VALUE TESTS AND TH£ ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DA Y.S BEFORE Ti,[ WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS ANO HAND-HOLES SHALL BE SHOWN ON Ti,£ • AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUND A T/ONS WILL BE ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE Rf/NFORCED CONCRETE PIPE WITH A MINIMUM D-lOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WIT/, 3/4" ROCK PER SDRSD S-4 TYPE "c" AND PIP[ MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY F£ET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINE[R. 6. WHEELCHAIR RAMPS SHALL Bf INSTALLED PER REQUIREMENTS OF TITLE: 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL Bf INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIR[ HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SD/?S OWG Ml 9. 9. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO Ti1E CITY ENGINEERING INSPECTOR. LEGEND DWG. NO. SYMBOL DWG. NO. S5 -s DWG. NO. S6 -----O--s DWG. NO. S6 DWG. NO. S7 ©-·0 , . \if!,) I I w C O-s [J MR ,'So\ . / OC'o 11] i;J - --- fM I ' I ' - ------------------------ P.E. __ _ EXI'. ___ _ QUANTITY 254 LINEAL fEET 1 EA. 1 EA. 3 EA. DATE ~-----------------~ REVE:wC:ll DY -------------------- lf,JSF':CCTnR f-------+--t---------------+---+-----+-----':----l I s"1EET I CITY OF CAftLSBAD I sHE2.ETs I 1 FNGINEER'NG DEPARTMENT ~-------+---+----------------+---1---1-------i----l :==============:::::'_'==::::; ~-------1------------·------------------------+----+---+-----,------l --------------------------------------+-------i I f----1--+----------- IMPROVEMENT PLANS f'OR: HIGHLAND DRIVE SEWER EXTENSION µ~ ·. ("'t~o.,,, .. c 7-!l• o& \~ii.I I NA I., , ·, •.Jt,~MLf( t---t---t.;----,,-;;,;.;;;-~-;-=,=-----------+--+--+.,,..---:-4--:---=:d lEFUTY __ C·TY nJGI_M_[R PE 281._"Z:6 EXPF_ES 3--31 05 D,A1E 1----DA-.f-E' ---1---,,-"I-TIA_L__j_,c/1\.!.LI" .. '.?.!2t/lC--~T-----------I--D-T-E---+---l-10-21·t Wlif'F-OWN BY: --~1rnr:::::-l"RO,JECT NO. DR.""INc', N~. -~ A INITIAL DA. f[ '~! ... IAL ..._ n -v cH,:o BY: --PD 02-05 402-1 RVWIJ BY: .... __ f:NGINl'ER OF WORK RfViSION DFSCRIPTION OTHER APPROVAL CITY APPROVAi_ 080502 170- 160 -- 150 AN OUT ~. 29+96 CONSTRUCT 254 LINEAL FEET OF 6-INCH DIA, SDR 35 PVC PIPE 0 GAS LATERAL · 6 FT COVER <MIN.) EXST. GRADE ELEVATION 'r_ HIGHLAND DRIVE •• GAS LATERAL • )JATER LATERAL GAS LATERAL 0 .. I.E. 159.30 EXIST. 8" VCP I I . II . . . . . : '° : II 8-1/NCH : : : : : II . "'--"'--'"""-'-"'"""'"-"'-= ...... 11 • ...... 11 . II . ··: II ... II. . . . . . . I I . I I ·::::11 . I I ·· I I · I I :: : : .: . I. J I J . . l 1 . 1 EA, BxBx6 TEE-W'\'£ :IL· I l 13+00 12+50 STATION 13+00 CONSTRUCT: 1 EA. 6" CLEANOUT PER STD DWG S6 (REv1SED) SEE NOTE NO. 5 ® I . .J STATION 12+B0 ± , ' CONSTRUCT: I ' ' ' ' I I ' ' ' ' ' ' 1 EA. 4-INCH SEWER LA TtRAL W/ CLEANOUT AND ENDCAP PER CMWD STD DWG S7 \ I I Cr' 'llJ cc:' I r'l • I I .... --i. --·· .----· -·----, -··· --,.. ~ 12+00 C'c' I I ' ' I 11+50 0 STATION 10+46 CONSTRUCT: 11+00 i 1 EA. 8-/NCH CLE:ANOUT PER STD. DWG S'I,, MOlllF19.o SEE NOTE NO. 5 : ' I Cr' · S=0.40% :I I. ·1 I I I · I I· . ·I I ···rr I ·: ............... : .: ·:·::·: ""F»:-..·.;.,f: ·i:· · • • COHSTRUCT: ··-· ... , ., ..... " .... _ .. --~- ... \ ;,[. 15Ui9 VER Tl CAL: 1 " . .. . HORIZONTAL: VCP TO PVC TRANSITION COLLAR : : ... 90" BEND, USE 4 EA. 22.5' BENDS W/ 1~FT SEF> .• : : 10+50 10+00 / i I i I ' ' I I I I I STATION 10+46 , REMOVE EXISTING 8-INCH PLU~ CONSTRUCT: I VCP TO PVC CAULDER COUPLING 1 EA. 8"X8"X6" TEE-WYE l 4 EA. 8" 22.5% BENDS W/ 1 FT SEPARATION I I I I I I I I I I I I I I I I I w :::J z w > <{ (/) I I ' I I I I I I I I I I I I I I ' I 1- :::J z 1- ifl LtJ I u ----------------~ lcNCINEER OF WORK: DATE: STATION 10+00 EXIST. ACCESS HOLE ff~,~-_,,,,,_~~':'!11!!!.. i OfESSIO ~ t. Pt~ NO. C028176 Exp,.,,. 0G, I CtV\\.. ,.··'. .::· OF C~\..~,.1,/ :::':l "--- . ------ -----·--" - ---- -.. --· -·-· -···---- & .488tllc.r DATE INITIAL ENGINEER OF WORK REVISIO~J ) C: SCRIP Tl ON NOTES 1. LOCATION OF SEWER LATERALS TO BE DETERMINED WITH CONTRACTOR CONSUL TING WITH PROPERTY O'MIERS AND 7HE APPROVAL OF 7HE CITY ENGINEER. 2. PROTECT EXISTING FACILITIES IN PLACE. 3. CONTRACTOR SHALL SUBMIT PLAN TO SUPPORT AND PROTECT 7HE EXISTING 12-INCH ACP WATER PIPELINE TO CITY ENGINEER FOR APPROVAL PRIOR TO EXCAVATION. 4. TRENCH RESURFACING SHALL BE DONE PER SDRSD G--24, TYPE A. 5. REVISE CITY STANDARD DRAWING S6, USE 4-22.5' BENDS IN PLACE OF 2-45' BENDS CONSTRUCT WITH 1-FT MINIMUM SEPARATION BETW[EN EACH BEND. 6. PROTECT IN PLACE AI.L EXISTING STRUCIURES, WALLS AND TREES. 7. CONTRACTOR SHALL REPLACE: ALL [XISTIN LANDSCAPING AND REPAIR /RR/GA TION SYSTEM DAMAGED FROM CONSTRUCT/ON. 8. EXISTING UDERGROUND FACILITIES HAVE: NOT BE:EN POTHOL[D, CONTRACTOR SHALL VE:RIF'Y LOCATIONS. 11 AS BUlL I II I°.E. EXP. DATE ,._ l,EV!Ew[D BV: INSPECTOR DATE I SH21:T I CITY OF CARLSBAD SHEETS 2 ENG NEERING DEnARTMENT ' ------ IMPROVEMF:NT PLANS FOR HIGHLAND DRIVE SEWER EXTENSION ,---,---" . ---- --. Ai;Zi« :, _,r ~~-... •-------,.'$1•0& ,rt?,,. : . u11,.Mrn l DEl'JTY Cl'Y U~GIN[TR f--'[ 2H'I 76 lXf-%:ES 3-J1-0~ DA rE -(,Q-,e/,i, .l11Cl DWN BY: J,OS-j PROJECT NO. DRAWING NO D/\ TE INITIAi l)l,-W INITl1\L CHKD EY: PD 02-05 402-1 . ---------------- OTHER APPROVAi CITY APPROVAL RVWD BY: -----------·-·----· ------______ ,, ______________ 080502