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HomeMy WebLinkAboutDWG 436-8; MS 05-08; GARFIELD PROJECT; 01-03..-------------..... ----------------~------------------------------------------------------------ STREET NOTES: 1. ACTUAL STRUCTURAL SECTIONS ~LL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUI~ OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE • AS-BUil T" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. All LUMINAIRES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-L0AD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. $. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET 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 ENGINEER. 6, WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TllLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 9. ALL SURVEY MONUMENTS AND 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 THE CITY ENGINEERING INSPECTOR. SEWER NOTES: 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWING AND SPECIFICATIONS", AND THE STANDARD $PECIFICATI0NS, MARCH 1993, AND 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 STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF 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) WATER NOTES: 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 'MTH THE CARLSBAD MINICIPAL WATER DISTRICT'S WATER SYSTEM DESIGN GUIDE, SPECIFICATIONS AND STANDARD DRAWINGS, MAY 2003 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFE TY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.WD. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTlLITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTI0N CONFERENCE MEETING SHALL BE HELD A MINIMUM OF (SEVEN) 7 INSPECTION DEPARTMENT -TELEPHONE NO. (760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760) 438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER. 7. All BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS Of CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DEPUTY ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED. 10. All POTABLE WATER AND RECYCLED WATER SER'v1CES SHALL BE 1• AND ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 11. All WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 12. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER 66f{V/C(5 SHALL BE 10 FEET. 13. THE TOP OF WATER METER BOXES SHALL BE FLUSH ~TH THE FINISHED SURFACE GRADE. 14. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. ALTA CONSULTANTS PLANNING ENGINEERING SURVEYING 4901 Morena Blvd. Ste. 4011 Sa.n Dieeo. CA 92117 (858) 561-6101 Fu (858) 561-6138 IOB NO. 257-011, DATED DECEMBER 12, 2008 L_ ------------------~-----~--------~ GENERAL 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 CONDITIONAL 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- 0F-W0RK FROM RESP0NSIBILlfY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. 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 FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF i1.ooo.ooo.oo FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY ''BESTS" KEY RATING 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 DATE 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 AND TllLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER~0F-W0RK PRIOR TO FINAL ACCEPTANCE OF THE WCRK BY THE CITY. 10. ACCESS FOR FIR( AND 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) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A ~R0FESSI0NAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BtJSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PREC0NSTRUCTION MEETING SHALL BE HEID AT THE $!TE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3634 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS 0lHER THAN FOR PRECONSTRUCTI0N MEETING ~LL BE MADE BY CALLING THE ENGINEERING 24 HOUR INSPECTION REQUEST LINE AT ~60J; 438 3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. _ N _ E DAY BEFORE THE INSPF CTI0N IS NEEDED. INSPECTIONS ~LL 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 OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL C0Nf0RM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION 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 AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABI ISHED BY Il:JE CONSTRIICTI0N SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE GODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THt 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, OPERATIONS wn I CEASE IMMEDIATELY, AND THE PERMITTEE Will NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND 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 SHALi BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING Al ONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT 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 SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES 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 SUFFICIENlL Y AHEAD OF THE CONSTRUCTION TO PERMIT THE RE'v1SIONS 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 DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK ~TH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 ADELPHIA CABLE COMMUNICATlONS ~760l438-7741 COX COMMUNICATIONS 760 806-9809 CITY OF CARLSBAD(STREETS AND STORM DRAIN) 760 434-2980 *CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 *SAN DIEGUITO WATER DISTRICT (760)633-2650 'LEUCADIA COUNTY WATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT l760i744-0460 *0LIVENHAIN WATER DISTRICT 760 753-6466 •BUENA SANITATION DISTRICT 760 726-1340 • AS APPROPRIATE INPROV£NEH7' P.lAHS FOR CARFIEL.O PROJECF NO. HS 05-08 WORK TO BE DONE: THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION or ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES Cl/ED ON TH£S£ PLANS. LEGAL DESCRIPTION: LOT 10 AND THE SOUTHERLY 40 FEET OF LOT 11, BLOCK •1• OF PALISADES, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY FEBRUARY 5, 1923. BENCH MARK: LOCATION: 2.5" DISK IN SOUTHEAST CORNER OF DRAINAGE BOX INLET MARKED LS 6215. MONUMENT IS IN THE NORTHEAST CORNER OF GRAND AVE. AND WASHINGTON ST., 52' WEST OF RAILROAD TRACKS AND 40' NORTH OF THE CENTER OF GRAND AVE. STATION CLSB-130. ELEVATION: 43. 09 DATUM: COUNTY OF SAN DIEGO, M.S.L. SOURCE OF TOPOGRAPHY: TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY ALTA CONSULTANTS ON 07/19/2004. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. APPLICANT/OWNER: MR. BERNARD GOLDSTEIN MRS. MARINA GOLDSTEIN GOFAT, LlC 160 TAMARACK AVENUE CARLSBAD, CA 92008 PHONE: (619) 255-7356 PROJECT ADDRESS: 3981 GARFIELD STREET CARLSBAD, CA 92008 R/W 50' R/W -----------------. 25' 't 25' 5' 20' 20' 12· ·_,,:_ 7-=~-•--"-...... --~ ......... -•-U _,_•~:. ' ;<'.-'.\'(.?' '~'./} .. ~ EXIST. PAVEMENT & BASE SIT£. ' .. ·~ AGUA H£DIONOA . 1- LAGOON i- THOMAS BROTHERS PAGE 1106-E7 VICINITY NAP NTS THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT Tf/E TIME OF CONSTRUCTION, AS DIRECTED BY TH[ CIT"f £NG/NEER. I. CARLSBAD MUNICIPAL CODE 2. Cl7YOF CARLSBAD STANDARDS 3. Tfi1s SET OF PLANS 4. CITY OF CARLSBAD PC/CC RESOLUTION NO(S). 5997 DA/ED 11-16-05 5. TH£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). · TESTING ENGINEERS 6. SOILS REPORT ANO RECOMMENDATIONS BY U S LA80RA TORIES, INC. OA7f0 11-15 -2004 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DE\1£LOPMENT PERMIT CONDITIONS DAJEO 11-16-05 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA JED ~""EXc,£,,,M,,_P...,_T ___ _ CITY OF OCEANSIDE 10. STORM WA 7fR POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY NIA DA7fD __ _ HIGHWAY 18 I 11. STORM WATER MANAGEMENT PLAN (SY(Aef..P) PREPARED BY ALTA CONSULTANTS DATED 12-28-05 (".,wN\? 01•36) 1:~~· D '\._1 r ,-;:,_ ;\ I 'j I/' NOT TO --H: .<:>.H--SCALE \I! P' 12. THE CALIFORNIA STORM WA7fR QUALITY ASSOCIATION (CASQUA). STORM WA/ER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK ANO STA 1E or CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRUCTION S/7f BEST MANAGLMENT PRACTICES (BMP) MANUAL. /~ ~ ~ • "-• 0 . C1.ffltvo LEGEND: ,I(',~ \icN<NON (l ~~ CITY OF VISTA ITEM STD. DJrC' s QUANTITY SYMBOL ~' ALOI-.IAR C<'\ ~,~'{J>'i.---'R'-!:O.'.!.lA"l-r---~..,,-1--PROJECT BOUNDARY --------------------------- ;,,.;:_. ~1/ Sl EXISTING CONTOURS----------------------------~ y~ \ I'\ <1-""' EXISTlNG CURB & GUTTER ___________ _: ___________ _ ';. \J~ CITY OF ---- PACIFIC OCEAN \, -,, ,.01,0,--:---v-1 SAN MARCOS EXISTING ASPHALT CONCRETE DIKE-------------------t \ P )7'. "GA EXISTING WATER MAIN---------------------------6" AC , '\.. ,,. '1'i' ~ ~ EXISTING WATER SERVICE-------------------------LJ---- \ :rt· ,. C"2' r-.=-. ~..-EXISTING SANITARY SEWER MAIN---------------------8" PVC -~·:~a\ .... cos~~ , AV£ ~10 ,,,..-EXISTING SANITARY SEWER LATERAL-------------------cD--:--- <"'. EXISTING POWER/TELE POLES AND WIRES---------------4 0 2" HP CAS '--1 u,...._ ;{ EXISTING GAS MAIN----------------------------- '--'I.. CITY OF ENCINITAS '-,__J'-' EXISTING CONCRETE-----------------------------[_,._ ..... •_.·. J 1• COPPER WATER SERVICE-------W-1------4 EA----·-@1------EXIST. PCC SIDEWALK, CURB AND /,::::====:::__, AND GUTTER STA. 8+00 TO 8+50 (_EXIST. GROUND STA. 8+00 TO 8+69 1" COPPER IRRIGATION SERVICE----W-2-------1 EA---1 @· VICINITY MAP r--pcc SIDEWALK, G-2 CURB AND L EXIST. Pcc SIDEWALK, CURB AND GUTTER STA. 8+50 TO 8+57.67 GUTTER STA. 8+69 TO 9+64 PCC SIDEWALK, G-4 (A) ROLLED CURB AND GUTTER "CH/NQUAPIN" AVENUE R/W 30' NOT TO SCALE 60' 30' EXIST. PAVEMENT & BASE PROPOSED LANDSCAPING PCC SIDEWALK. G-2 CURB AND GUTTER EXIST. PCC CURB AND GUTTER STA. 1 +oo TO 1 + 75 EXIST. AC BURM STA. 1+75 TO 2+15 GARFIELD STREET NOT TO SCALE R/W OWNER'S CERTIFICATE: I I ( W£ ) HER£8Y CERTIFY 1HA T A REGISTERED SOILS £NGIN££R OR GEOLOGIST HAS 8££N OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON 7HE COMPACTION AND STABILITY OF THIS SITE. ~w&~µ 1-4-07 MR. BERNARD GOLDSTEIN DATE ~~attJ.~ MRS. MARINA GOLDS.T£1N DATE NTS 4" PVC SEWER LATERAL---------S-13------4 EA---~ @1----- 6" CURB & GUTTER------------G-2-----120 LF---- PCC SIDEWALK---------------G-7------700 SF---!"o.: ·;• ···_"•j PROPOSED PAVING --------------------700 SF----rzzzzz;a RIGHT OF WAY--------------------------------ROW . RETAINING WALL------------C-2, C-4----650 SF---- C0NCRETE--------------------------3,000 SF---1~_·:'4: .. j CURB OUTLET---------------D-25-------1 EA---- R0LLED CURB & GUTTER--------G-4--------95 LF--- CURB RAMP----------------G-27--------1 EA--- 6" AC DIKE----------------G-5---------20 LF--- ~ "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER Tf/E DESIGN OF THE PROJECT AS DEFINED IN SEC7JON 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISJENT WITH CURRENT STANDARDS. I UNDERSTAND THAT Tf/E CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER or WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. Firm: Name: Phone #: FAX #: ALTA CONSULTANTS BARTOLOME J. PASTOR 4901 MORENA BLVD. # 409 SAN DIEGO, CA., 92117 (858) 581-6101 (858) 581-6138 A -U/7 • "AS BUILT" \..1---;~ / 1£-15,(Jt;:, RC[ ___ EXP,---- /BARTOLOME P· PASTOR DATE: RCE 38606, EXP. 3/31/2009 REVIEWED BY: DATE FIRE DEPARTMENT APPROVAL l~SPECTOR DATE Rf<;iUIRE""-EtJ~ · tP · -I SH1EET I CITY OF CARLSBAD I SHE3ETS I J,IO, Of fH,(~)j_F1RE FLOW i'> OUT Ol'-~F.Jl,('S) ENGINEERING DEPARTMENT &LPG, "'~'"'K.LE~eo YES/No. f. FL0\/11 G~ 1----1----+----------------+---+--+----4--1 :===:::.::::;::============:'_'::===! CARLSBAD MUNICIPAL WA TEP DISTRICT DAVID A. HAUSER DEPUTY CITY ENGINEER R.C.E. 330&1 DATE EXP. 6 30 08 1----1----+----------------+---+--+----4---1 IMPROVEMtNT PLANS FOR: /[\ DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GARFIELD PROJECT 3981 GARFIELD AVENUE APPJ<0VED RCE 33061 DWN BY: iltr CHKD BY: • RVWD BY: EXPIRES 6/30/08 PROJECT NO. MS 05-08 ',.'If, 12./2.7/0-,. DATE DRA~NG NO. 436-8 )i, ' It • ' J ' (. • i ' ,. J A l I . 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' GRAPHIC SCALE ,. 0 5 10 20 40 ~~ 11111 IIL• l_lf------1,1 I ( IN FEET ) 1 inch -10 ft. ALTA CONSULTANTS PLANNING ENGINEERING SURVEYING 4901 Morena Blvd. Ste. 409 Sa.n Diego, CA 92117 (658) 581-6101 Fu: (858) 581-6138 JOB NO. 257 06, DATED NOVEMBER 13, 2007 1+00 ENGINEER OF WORK: Firm: Name: ALTA CONSULTANTS BARTOLOME J, PASTOR 4901 MORENA BLVD, # 109 SAN DIEGO, CA., 92117 Phone #: (858) 581-6101 FAX #: (858) 581-6138 ~· /l t~;g-,{~~~•~ ·f~~~/t;,~~':j~~oL?~ BAIJ OLOME J~ PASTOR DA TE:' RCE 38606, EXP. 3/31/2009 -r ·-r ----:-- 1+50 2+00 I . PLAN: GARFIELD STREET SCALE: 1•=10• --~c-t--t-t-H-+-t--+-+-H-+-+-+-+-+-H-+-+--+-+-+-i----+-+-l--+--+---l-i----+--l--l---1---1--_j__j__ f----1---1-------+-+-+-+-+-+-+- ~ -+--+- 2+50 c-- NoTe' CowTRACTOR SHALL COORDl!<IATE TO MATCH STREET IIV\f>ROVEJV\~1-.1~ (PAVINC., C.UR13 1 GUTTE.R\ SIDEWAL.1<) PER DWC.-'437-5 TO TuE SATISFAC.T10"1 OFTHE: CITY ENGINEER. --I----------. 11 AS BUILT" RC[ __ _ EXP, ___ _ DATE REVIE\v'ED BY• INSPECTOR DATE t----j-----,'---------------l----4----1----1-----l I SH3EET I CITY OF CARLSBAD I SHE3ETS I ;:::=='-'==:::::::E:::N::::G:::IN::::E:::ER:::l:::NG::::::::D::::E::::P:::::AR:::T:::M:::E:::N::T==='-'==== IMPROVEMENT PLANS FOR: BENCH MARK: GARFIELD PROJECT LOCATION: 2.5" DISK IN SOUTHEAST CORNER 186 CHINQU,\PIN AVENUE OF DRAINAGE BOX INLET MARKED LS 6215. ' MONUMENT IS IN THE NORTHEAST CORNER OF t---+--t---------------+---+--+-----1---l APPROVED r,;, 1 ~-!it~-,,:,,:;, "· GRAND AVE, AND WASHINGTON ST., 52' WEST Vt1•• __ ""-" OF RAILROAD TRACKS AND 40' NORTH OF J-cc;::;::-==,,-,.,,,--~~~--=~--- THE CENTER OF GRAND AVE. STATION RCE 3308/ EXPIRES 6/30/08 CLSB-130, ELEVATION: 43.09 DATE INITIAL DATUM: COUNTY OF SAN DIEGO, M, S.L. ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DA TE INITIAL CITY APPROVAL DWN BY: ALTA CHKD BY: Pk~ RVWD BY: .11 JZ, PROJECT NO. MS 05-08 I DRAWING NO, 436-8 i·::;~/i'" i 'i!:1!!1{1