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HomeMy WebLinkAboutDWG 415-3; CT 03-03; BRESSI RANCH AFFORDABLE HOUSING; 01-08BRESSI RANCH AFFORDABLE IMPROVEMENTS PLANS CT HOUSING 03-03 ; l · .. ~-=·~--~/ -~-·-.,~\ KEY MAP LEGEND -----IND/CA TES PROJECT BOUNDARY ====== IND/CA TES RIGHT OF WAY -----5:----IND/CA TES SF:WF:R LINE ---<>---IND/CA TES SEWER MANHOLE ---W--IND/CA TES WA 1E/? MAIN --RW--INDICATES RECLAIMED WAID? MAIN -----INDICATES RED CURB P'. :a: ... r----7 L ____ ...J @ ,,,,,([) ~OIIAR IND/CA TES STREET LIGHT IND/CA TES EXISTING STREET LIGHT IND/CA TES RRE HYDRANT IND/CA TES EXISTING RRE HYDRANT IND/CA TES SHEET LIMITS IND/CA TES SHEET NUMBER IND/CA TES ACCESS HOLE NUMBER VICNTYMAP NOT TO SCALF: PROJECT SITE fl. FUflllc STREIT 'DEClARATION OF RESPONSIBLE CHARGE• I HEREBY DECLARE n-tA T I AM n-tE ENGINEER OF WORK FOR n-t/S PROJECT, n-tA T I HA VE F:XERC/SED RESPONSIBLE CHARGE OVER THE DESIGN OF n-tE PROJECT AS DERNF:D IN SECTION 670J OF n-tE BUSINESS AND PROFESSIONS CODE, AND n-tAT n-tE DESIGN IS CONSISTENT Wln-t CURRENT STANDARDS. I UNDERSTAND n-tAT n-tE CHECK OF PROJECT DRAWINGS AND SPEC/RCA TIONS BY n-tE CITY OF CARLSBAD IS CONRNF:D TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIUTIES FOR PROJECT DESIGN. RRM: PROJECT DESIGN CONSULTANTS ADDRESS: 701 B STRITT, SUITE 800 CITY, STA TE: SAN DIEGO, CALIFORNIA TELEPHONE: (619) 235-6471 BY: ~ b,O ·k. e, GREGORY M. SHIELDS R.C.E. NO. 42951 REGISTRATION EXP/RATION DA TE: OJ-J1-06 -------- T: \Engr\2438\imp \2438-impO/.dwg 04/12/2004 07: /8· I 7 AM POT • \, ..... ' ;I.''. < p I . "'~'f ( \ KEY MAP ," / /'·_::: :::._~, ; ', .. \ \ ofESSJ t'< M. [I\ No. 42951 xp. 03-31-06 C/V\I. OF c,-1.1 SHEET INDEX SHEET 1 _ . . . . . . . . . . . . _ 1/ll.E SHEET. KEY MAP SHEET 2 &-J ............ CONSTRUCTION NOTES, SEIIEI? AND WA ill? LA m?AL TABLE TYPICAL SECTIONS AND DETAILS SHEET 4 TO 8 _ . . . . . . . . . _ IMPROVEMENT PLAN AND PROFILES . BRESSI RANCH REFERENCE DRAWINGS SEE DRAWING NO. 400-8 FOR BRESSI RANCH RESIDENTIAL STREET IMPROVEMENT PLANS. SEE ORA WING NO. 400-BA FOR MASS GRADING AND EROSION CONTROi. PLANS. SEE DRAWING NO. 400-BC FOR BRESSI RANCH RESIDENTIAL STORM DRAIN PLANS. SEE ORA WING NO. 400-8D FOR BRESSI RANCH INDUSTRIAL STORM DRAIN PLANS. SEE ORA WING NO. 400-BE FOR EL FUERTE STREET IMPROVEMENT PLANS. SEE ORA WING NO. 400-BF FDR EL FUERTE STREET GRADING. STORM DRAIN AND EROSION CONTROL PLANS. SEE DRAWING NO. 400-BG FOR EL CAMINO REAL IMPROVEMENT PLANS. SEE DRAWING NO. 400-BH FOR PALOMAR AIRPORT ROAD MEDIAN AND SIDEWALK PLANS. REFERENCE DRAWINGS CITY OF CARI..SBAD DWG NO. J65-5 DWG NO. J18-5 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON n-tESE PLANS WAS GENERA TED BY PHOTOGRAMMETRY =--=_METHODS FROM INFORMATION GA n-tERED ON MAY 11 19 98 BY SAN-LO AERIAL SURVEYS TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 21J-OJ0-18 n-tE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 1990-6252 BENCH MARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY ll£lL ON ON CENW?UNE OF EL CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC ELEVATION: 311.407 M.S.L DA TIJM: N. G. V.D. 29 -------- P LJ.\J\JJ\JlJ\J G ;I rJ c' ;I -J,r::; r\,11-,r\ u Lo-r -Js J\;JJ.\P -J-4 BO 0 IMPORTANT NOTICE ,,.-- N SCALF:: 1• =80' SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A 0/G ALERT /DENT/RCA TION NUMBER BE ISSDEO BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. • FOR YOUR DIG ALERT J.D. NUMBER, CALL UNDERGROUND SERVICE ALERT: TOLL FREE 1-B00-422-41JJ; TWO WORKING DAYS BEFORE YOU DIG. OWNER/DEVELOPER NAME: BRESSI GARDENLANE, LLC., A DELAWARE UM/TED LIABILITY COMPANY, AS OWNER BY: LENNAR/1.NR CAMINO PALOMAR, LLC., A DELAWARt LIMITED LIABILITY COMPANY LIABILITY COMPANY, ITS ADMINISTRATIVE MEMBER BY: LENNAR HOMES OF CALIFORNIA, INC., A CALIFORNIA CORPORATION, ITS MANAGER ADDRESS: 1525 FARADAY STREET, SUITE J2D CARLSBAD, CA. 92008 PHONE: (760) 918-7765 NOTE: THE CONSTRUCTION OF UNDERGROUND FACILITIES SHALL NOT BEGIN UNTIL A LETTER HAS BEEN SUBMITTED n-tE CITY ENGINEER FROM n-tE SOILS ENGINEER STA TING THE SEmEMENT FR R GH GRADIN~ IS COMPLETE. BASIS OF BEARING n-tE BASIS OF BEARING FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAD BJ, ZONE 6 AND WAS ESTABLISHF:D BETWEEN STATION NO. V-2002 PER R.O.S. 1402J AND STATION NO. SDGPS-41 ESTABLISHF:D BY n-tE COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROi. BOOK, I.E .. N88'54'05"W. n-tE COMBINED SCALF: FACTOR AT STATION V-2002 IS 0.999944419. GRID DISTANCE = GROUND DISTANCE X COMBINED SCALF: FACTOR. ALL MEASURED DISTANCES SHOWN HEREON ARE GFIOUND DISTANCES. THE MAPPING ANGLE AT STATION V-2002 IS -O'J2'51.881" QUOTED BEARINGS FROM REFERENCE MAPS/l)EF:DS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. PR.omcrDFSIGN CONSULTANTS PIANNINO • IINIIIRllNMBN'I • liNlllNllllm«J • SlllMlr/Gl'S 701 B Street, Suite 800, San Diego, CA 92101 2 ~ o<o PDC I A'i>-B\Jll DA TE IN/7/AL WORK TO BE DONE n-tE IMPROVEMENT WORK SHALL BE PERFORMF:D IN ACCORDANCE Wln-t n-tE FOLLOWING DOCUMENTS, CURRENT AT n-tE TIME OF CONSTRUCTION, AS DIRECTED BY n-tE CITY ENGINEER. 2. J. 1. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD STANDARDS n-t/S SET OF PLANS 4. 5. 6. 7. 8. 9. 10. 11 . RESOLUTION NO.S 546J &-5465 (CT OJ-OJ) n-tE STANDARD SPEC/RCA TIONS FOR PUBLIC WORKS CONSTRUCTION (GRffN BOOK) SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON &-ASSOC/A TES, DA TED SEPTEMBER 8, 1998. n-tE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MOD/RED BY THE CITY OF CARLSBAD STANDARDS. n-tE CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFRC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES". n-tE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPEC/RCA TIONS DOCUMENT NO. 769692. n-tE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLAN, DOCUMENT NO. 769691. n-tE CARLSBAD MUNICIPAL WA 1E/? DISTR/crs STANDARDS AND SPEC/RCA TIONS FOR WA ill?, SEIIEJ?, AND RECLAIMED WATER. LEGEND QUANTITY 76,897 4,512 582 2,517 18,992 7 2,444 1,068 4 2 J ,,s, B JI) 13 2 5 4 4 1,543 8 5 100 100 10 1 195 25 • J 1 1 2 7 UNIT SF SF LF LF SF EA SF LF EA EA EA LF EA EA EA EA EA EA EA EA LF EA EA EA EA EA EA LF LF EA EA EA t:A EA f!EM STANDARD DRAWING 4• ASPHALT PAVING (SEE STREET NOTE 1)----CARLSBAD GS-1 --------- CROSS GUTTER--------------SDRSD G-12 •• (GS-9, 10)------ 6" TYPE 'G' CURB &-GUTID? _________ SDRSD G-2 ----------- 6" TYPE 'G' CURB-------------SDRSD G-1 ----------- PCC SIDEWALK -4• THICK----------SDRSD G-7 ----------- PF:DESTRIAN RAMP-------------SDRSD G-27, TYPE A-------- CONCRETE DRIVEWAY---- - - ---------- - - -~------ - - RIBBON GUTTER ------- - - --- - - - --- - - --------- HANDICAP PARKING----------- - - - --------- ----- DUAL STREET NAME SIGN (DSN) AND RI (STOP SIGN)-SDRSD SDM-102 ------ -- DUAL STREET NAME SIGN (DSN)--- - - - - --SDRSD SDM-102 -- - - - - -- CONSTRUCTION OF 8" PVC WA ID?, CLASS NOTED ON PLANS -- --- - - - - - - - -- CONSTRUCTION OF MANUAL AIR RELEASE-- - - - -CMIID W6 ----------- AIR &-VACUUM VALVE ASSEMBLY---------CMIID W7----------- CONSTRUC7/0N OF 2• BLOW-OFF ASSEMBLY-- - --CMltD W6-- --- - - --- - CONSTRUCTION OF 8" GATE VALVE ASSEMBLY--------CMIID W76-------- CONSTRUCTION OF 8" BEND AND THRUST BLOCK ASSEMBLY -- -CM'MJ W75-- - - - - -- CONSTRUCTION OF ENDCAP AND THRUST BLOCK ASSEMBLY--CMltD W75--------- CONSTRUCTION OF RRE HYDRANT ASSEMBLY-----CMIID W72----------- RRE HYDRANT MARKER-----------SDRSD M-19 ----------- 8" PVC SEm:-R, CLASS NOTED ON PLANS-- - --CARLSBAD S5 -- - - - - - - - -- SEm:-R ACCESSHOI.ES---- --------CARLSBAD S1----------- SEm:-R CLEANOUTS ------------CARLSBAD S6----------- SEm:-R LATERAL 4"-------------CARLSBAD S7----------- WATER LATERAL 1"--------------CMIID WJ------------ RRE SERVICE LAW?AL---------------------------, · IRRIGATION SERVICE----------- ---CMIID WJ, W4--- - - - ---- 18" RCP STORM DRAIN--------------------------- 24" RCP STORM DRAIN---------'------------------ ·TYPE '8' CURB INLF:T-------------PER SDRSD D-2••--------- ·TYPE 'A' CLEANOUT-------------PER SDRSD D-9---------- TYPE 'F' CATCH BASIN -----------SDRSD D-7-----------COS UNI, MODEL PMlUZ0_/:5----------------------- VIS/ONA/RE AME-1-TJ-100--S-1-BOA-BZ STREET LIGHT MTG. HT. 0 18' ----- - - -- SYMBOi. .... ;·. : :. I . ·• . ·. . . .. :!:::L'.:::'.:! ~ +-+-8" WTR_ _ M.A.R.■ -A.&-V. V. • 8.0. • --i:l i-el e--.f F.H. --0- --o ---® ---® ---~ ----<© l!!I ---m--- -r:J2 6 EA VIS/ONA/RE AME-1-T5-100--S-1-80A-8Z STREET LIGHT MTG. HT. 0 18' W/CONC. BASE-----01'? EXISTING STREET LIGHT-- --------------------- -~ --g--8 EXISTING RRE HYDRANT ASSEMBLY-----------------------I® f F.H. 8" PVC EXISTING 8" PVC WAID?-----------------------------W-"---'- EXISTING SEIIEl? &-SEIIEI? ACCF:SSHOI.ES ---- - - - - --- - ----------s-Q-- F:X/S7/NG STORM DRAIN---------------------------.. C l§l •• AS MODIRF:D BY n-tE CITY OF CARlSBAD NOTE: THE ABOVE QUANTITIES ARE FOR BONDING PURPOSES ONLY AND SHOULD NOT BE USED FOR FINAL PAY QUANTITIES. "AS BUILT" l.-l/•07 DATE PLANS FOR THE IMPROVEMENT OF: BRESSI RANCH AFFORDABLE HOUSING APPROVED: LLOYD B. HUBBS 8Y EXPIRES 12-31-05 .c-,I ~fi'"' '-I PROJECT NO. DRAWING NO. 619-235-6471 FAX 619-234-0349 ENGINEER OF WORK REVISION DESCRIPTION DA TE IN/7/AL DA TE INITIAL °!:.o BJ~ On-tER APPROVAL CITY APPROVAL RVIID BY: CT 03-03 415-3 Job No. 2438.00 071304 GENERAL NOTES 1. lHIS PLAN SIJPERSEDES ALL OTHER PLANS PREVIOUS!. Y 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 W/-/EN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTlON OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTlON. ALL PLAN REVISIONS SHALL BE PROMPll. Y 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 CERTlFICA TE OF INSIJRANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000. DO FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY 'M?ITING 7HE POI.ICY MUST HA\£ A RATlNG OF "A" AND A SIZE CATEGORY OF Cl.ASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO 'NORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPRDPRIA TE 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 W/?ITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND Till.£ SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. W/-/ERE 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 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 T'NO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE W/?ITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIUD TESTS. 12. A PRE CONSTRUCYQN MEEYNG SHML BE HELD AT IHE Sf1F PRIOR TQ IHE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION. SUPERVISION, TESTING AND ALL 071/ER ASPECTS OF THE IIQRK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(438-3634) AT LEAST FIVE(5) 'NORK/NG DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRE CONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REDUEST LINE AT 1760! 438-3891./NSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON 7Hf DAY BEFORE 7Hf INSPEC110N IS NEEDED INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR T'NO FULL 'NORK 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 SOLU Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAl+S AND REGULATlONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SI.DP/NG OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCA VA TION OF SUCH "Tl?ENCH 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 ESTABIISf:IEQ BY THE CQNSTl?IICTIQN SAEETY QROERS 1111 E B CALIFORNIA ADMIN/STRA TIVE CODE, THE PLAN SHALL BE PREPARED BY AN ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE -OSHA EXCAVATION PERMIT MUST BE SUBMITTED TD THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED W/?ITTEN 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 TRUCK$, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT 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 AND NO EARTH MOVING 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 DA ts PRIOR TO BEGINNING OF 'NORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 1HE HAUL ROUTE OR ADJACENT STREETS AS A REstll T OE 1HF GRADING OPERATION. 19. NO BLASTING SHALL 8£ COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTlLITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS l+fRE 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 sumCIENn. y 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 T'NO FULL 'NORK/NG f)A YS PRIOR TO STARTlNG CONSTRUCTION NEAR ,.THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. , "' . . . .. UNDERGROUND SERVICE·ALERT /48142. 2-4133 SDG&E 800 660-7343 SBC 00 892-0123 ADELPHIA . (760)438.:.7741 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 *CITY OF CARLSBAD(SEl+fR, WATER & RECLAIMED WATER) (760)438-2722 *LEUCADIA WASTEWATER (760}_753-0155 *VALLECITOS WATER DISTRICT {760)744-0460 'OLIVENHAIN WATER DISTRICT.. (760)753c"6466 • AS APPRDPRIA TE • T: \£ngr\24J8\imp \2438-impOZdwg 04/28/2004 06. 47. 56 PM POT STREET NOTES: 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE 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 ANO APPROVAL A MINIMUM OF T'NO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNOERGROUND CONDUIT RUNS. SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUil 1" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOl+fD. ALL LUMINARIES SHALL BE ·cur 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-LOAD OF 1,350 FOR PR/VA TE STORM DRAIN PIPES. UP TO 15 ", Pvt SDR-35 MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACK FILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "c" AND PIPE 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 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. W/-/EELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF Till.£ 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTlON IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN 7HE LIMITS OF 'NORK OF THIS PLAN PER SDRS OM,. 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. T'NO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER/NG INSPECTOR. CARLSBAD MUNICIPAL SEWER DISTRICT NOTES 1. ALL SEl+fR MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAO MUNICIPAL WA 'TER DISTRICTS SEWFR SYS'TEM. [)£SIGN CRITERIA, STANDARD DRAWINGS AND SPECIF/CA TlONS", AND 7HE STANDARD SPECIF/CATIONS, MARCH 1993, AND THE STANDARD SPECIF/CATIONS FOR PUBLIC 'NORKS CONSTRUC710N, 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 THE DISTRtcrs EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE. 0/STRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTR1crs 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 BEGINNING CONSTRUCTION -TELEPHONE NO. {760)438-3891. CARLSBAD MUNICIPAL WATER DISTRICT NOTES (POTABLE) 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE Wl7H THE CARLSBAD MUNICIPAL WATER DISTRICTS PROCEDURAL GUIDE-GENERAL DESIGN REQUIREMENTS AND STANDARDS AND SPECIF/CATIONS FOR CONSTRUC710N OF PUBLIC POTABLE WATER FACIL/TlES, DA TED OCTOBER 1993, OR LA TEST REVISION. 2. THE CONTRACTOR. SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND PROVIDE PROOF OF OSHA NOT/FICA TIONS AND SHALL ADHERE TO ALL PROVISIONS OF THE STA 'TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNEC)10N OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUP£RINTENDENT. . . 4. A PRE CONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONS- TRUCTlON BEGINS. CONTACT CITY OF CARLSBAD ENGINEERING DEPARTMENT (760) 438-3891. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR STARTING WORK SO INSPECTION MAY BE PROVIDED. ('TELEPHONE NO. (760) 43B-3891). 6. NO TREES OR STRUCTURES SHALL BE ALLOltED IN THE WATER LINE EASEMENT. ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PR/QR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE W/?ITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA 7HODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA TE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETl+fEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHALL. 9. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECl.AMA TION RULES AND REGULATIONS FOR THE CONSTRUCTlON OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT". OCTOBER 1993 OR AS AMENDED. HIGH VELOCITY PIPE NOTE (R.C.P.) THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST BE INCREASED TO PROVIDE A MINIMUM OF 1.5 INCHES OVER THE REINFORCING W/-/EN THE DESIGN VELOCITIES EXCEED 20 FPS. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc = 5,000 PSI. BENCH MARK DESCRIPTION: 3" BRASS DISK STAMPED LS 4324 LOCATION: EL CAMINO REAL @ APPROX. STA. 443+00 IN STANDARD CENTERLINE STREET WELL MONUMENT RECORDED: R.O.S. 43868 RECORDED AT THE COUNTY OF SAN DIEGO ELEVATION: 44.80 FEET DATUM: M.S.L. DATUM 1929 SPECIAL NOTES THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEERS S/GNA TUR£ ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. THE LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE RECORD INFORMATION. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE. THIS WORK SHALL BE PERFORMED sumCIENn. y AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THE CONSTRUCTION PLANS IF ACTUAL LOCATIONS ARE FOUND TO BE IN CONFLICT WITH THE PROPOSED WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY CONFLICTS OR ANY OTHER UTlLITIES ENCOUNTERED PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR OTHER EXISTlNG SURFACE IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AS REQUIRED BY THE CITY OF CARLSBAD ENGINEERING DEPARTMENT. 3. SAFETY PRECAUTIONS AND ADEQUATE BARRICADING TO BE IN FORCE BY THE CONTRACTOR AT ALL TIMES. NE/7HER THE OWNER NOR THE ENGINEER OF 'NORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTl?UCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOL.a Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS. LA IIS AND REGULATIONS. 4. ALL LENGTHS AND DISTANCES FOR IMPROVEMENTS SHOWN ON THESE PLANS ARE MEASURED IN A HORIZONTAL PLANE. 5. THE DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL BE IN COMPLIANCE WITH ALL CURRENT LOCAL, STA TE AND FEDERAL REGULATIONS. 6. THE WORK TO BE DONE SECTlON ON THIS SHEET LISTS THE STANDARD SPECIF/CATIONS AND DRAWINGS USED DURING THE IMPROVEMENT PLAN/ GRADING PLAN DESIGN. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE STANDARD SPECIF/CATIONS AND ORA WINGS IN EFFECT ON THE DA TE OF THE SIGNA TUR£ BY THE ENGINEER OF WORK. 7. STORM DRAIN MATERIALS SPECIFIED ON THESE PLANS MAY BE SUBSTITUTED BY THE CONTRACTOR WITH PLASTIC PIPE AS SPECIFIED BY CAL-TRANS STANDARD SPECIF/CATIONS, DA TED JULY 1992 (OR LATER) SECTION 64 "PLASTIC PIPE~ TYPE •s• SMOOTH INTERIOR WALL AND MEET STANDARD PUBLIC STORM DRAIN CHARACTERISTICS SUCH AS BUT NOT LIMITED TO; A MINIMUM MANNING'S "N" VALUE OF 0.013, H-20 HIGHWAY LOADING AND ABRASION RESISTANCE. 2: 1 MAX. WATER MAIN 5' 24'/32' 12'116' 12'/16' 18' PARKING STALL WHERE SHOKN ON PLANS -STRUCTURAL 1 ~CT/ON PER CITY OF ( ,RLSBAD STANDARD SP/ r;1F1CA TIONS J' l',IDE CONCR TE 6• CONC. l' CURB 6" CURB & GUTTER PR/VA TE DRNE COTTAGE DRIVE, DARTINGTON WAY SHAMROCK PLACE, LIBERTY PLACE TYPICAL SECTION NO SCALE __J \'----"~ END CAP DETAIL .,,--END CAP AND THRUST BLOCK PER CMW W75 1.5' MIN TO NEAREST VAL VE, BLOW OFF, MAR, A VA, ETC. 2: 1 MAX. "----.. 5' 12'/16' CITY OF CARLSBAD SIGNING & STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LA TEST CAL TRANS TRAmC MANUAL, CAL TRANS STANDARD SPECIF/CATIONS (JULY 1999 OR LA TEST VERSION THEREOF}, THESE PLANS AND 7HE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA TI\IE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF 'NORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED T'NO l+fEKS AFTER INITIAL PAINTlNG. SIGNING SHALL USE ENCAPSIJLA TED LENS REFLECTIVE SHEETING (HIGH INTENSITY SHEETING OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500-FOOT PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETlNG THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC 'NORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLA 110N. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPll. Y REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE A 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS. LIMIT LINES. STOP BARS. PAVEMENT ARROW., AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAmc MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED ~LLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAmc MANUAL UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD ORA WING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET WITH STRAPS. 17. EXISTlNG SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC 'NORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RUOCA TED OR TO REMAIN. 19. (IF NECESSARY) W/-/ERE Rl SIGN AND TYPE N-1 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE Rl SIGN SHALL BE 18 INCHES BY 24 INCHES AND THE N-1 OBJECT MARKER SHALL BE 12 INCHES BY 12 INCHES. NOTE: STANDARD CURBS BORDERING FIRE ACCESS ROADS SHALL HA VE THE WORDS "NO PARKING FIRE LANE" PAINTED UPON THEIR HORIZONTAL' AND VERTICAL SURFACES AT INTERVALS OF NOT MORE THEN TWENTY-FIVE FEET. LETTERS SHALL BE OF BLOCK STYLE, MINIMUM FIVE (5) INCHES IN HEIGHT WITH A STROKE OF NOT LESS THAN J/4 INCH, AND SHALL BE W/-/ITE ON A RED BACKGROUND. THE BACKGROUND SHALL EXTEND AT LEAST SIX INCHES BEYOND THE FIRST AND LAST LETTERS OF THE TEXT. 24'/32' 12'/16' 18' PARKING STALL ~ERE SHOKN ON PLANS ,--STRUCTURAL . 'FCTION PER CITY OF ( RLSBAD STANDARD SP, ':/FICA TIONS J' l',IDE CONC,,, TE 6• CONC. ,~- 6" CURB & GUTTER PRIVATE DRNE HANCOCK CIRCLE. ALAMEDA CIRCLE. "AS BUil T" LEIGHTON CIRCLE TYPICAL SECTION NO SCALE ----------------i---i---i---i---ilsH2EETl.__c~1TY ____ o_F_c_A_R_L_s_s_A_D_~lsHEsE~I ENGINEERING DEPARTMENT PLANS FOR THE IMPROVEMENT OF: PROJBCTDESIGN CONSULTANTS PlAliNINIJ • llNWirlNMIIPn'A • l!Nl'.llNIIIIIU • Slllllllll'IGPS 701 B Street, Suite 800, San Diego, CA 92101 BRESSI RANCH AR=ORDABLE HOUSING 619-235-6471 FAX 619-214-0349 APPROVED: LLOYD B. HUBB~dr ENGINEER OF WORK -.,,..,,. • -~ ===-=""--;;,.;,-.,;..r----=-c;,-c===--r..=,.-.,-...----,--,,,,.,..;, l---+---1-----------------+--+----,r---t----1 l'(,l~,i; ~ GREGORY U. 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STAINLESS STEEL SEPARA 710N PLATE PLAN VIEW CDS MODEL PMSU20 15. 0.7 CFS TREATMENT CAPACITY STORM WATER TREATMENT UMT (RIGHT-HANDED CONFIGURATION SHOWN} NO SCALE Eo.st Coo.st (407) 681-4929 West Coo.st (408) 799-6363 Toll Free (800) 848-9955 www,cclstech.col"l ENGINEER OF WORK GREGORY M. SHIELDS, R.C.E. 42951 PR.omcrDFSIGNCONSULTANTS l'LINNINO • .BIMIIINlllNrAL • - • BUIMIYIGPS 701 B Street, Suite 800, San Diego, CA 92J01 619-235-6471 FAX 619-234-0349 DAlE REGISlRA~ -¾ ~ EJCPIRES OJ-31-06 '•IS° . .>&of DESIGNED BY: DE/•\ PM RE\1EW: &S BENCH IIARK DESCRIPTION: 3• BRASS DISK STAMPED LS 4324 LOCATION: EL CAMINO REAL O APPROX. STA. 443+00 IN STANDARD CENTERLINE STREET WELL MONUMENT RECORDED: R.O.S. 43868 RECORDED AT THE COUNTY OF SAN DIEGO ELEVA ll0N: 44.80 FEET DA TUM: M.S.L. DA TUM 1929 "AS BUILT" ~lf ,6 A -A. 1-1&••1 DATE RCE4Z 9.4$' E.~1>'?,-11-d SC". REV/ BY: f:_9 .,,. q "<lz.<1(2.«J) INSPECT, ~ DA TE t-----t------;i----------------+----+---+----+----t I sH3EET I CITY OF CARLSBAD I SHE8ETS I ENGINEERING DEPARTMENT ------------- DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANS FOR THE IMPROVEMENT OF: BRESSI RANCH AFFORDABLE HOUSING APPROVED: LLOYD 8. HUBBS (1 y EXPIRES 12 31 05 .. . -,,, . ~:B:::::...::~zl=Z::!l&~4r:P=i'=- D~ BY: ---I PROJECT NO. DRAWING NO. ~~ :~; __ , CT 03-03 415-3 · J.N. 24JB.OO \ 1071304 . j / .,S:::i, ..... U1 I (,,) ::0 f"l1 :s; Cf) . 0 z c:, f"l1 Cf) C".l ::0 -0 :::I 0 z ~ ~ ~ ;:;j ;; .,, z ;o ::! JI z---.---SCALE: 1 • = 20' c:, --c:, ~ ~ l-'---+--+--+--+--+--+--+-+-+-+-+-+-+-1 ""O "' 0 :;o ~ ~ ~ ;;,_,_t-,.._,,.._,,.._,f--<f--<f--<---+---+-+-+~ ;g z rr1 i ~ ;;ooo <I:E ,e;,;z 00 ID !DID-< i )> .,, .,, ;;o 0 g F 0 a fD I C • ID ID CJ) -·· . . -----· ... ·-.. LI . : )> (/) CD C ' h r pl -· · --------1-------···t.-• --I i II tlNhB4.57i . ! 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DETAIL= WATER QUALITY ALTRAllON SCALE: 1• = 10' T: \Engr\2438\imp \2438 1mp06.dwg 06/75/2004 77. OJ. JJ AM POI 0 10 ...... ( ........ . 20 40 NO SCALE I GRAPHICAL SCALE ~ ~~~~ ~ 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGORY M. SHIELDS, lt.C.E. 42951 DA TE REGIS!RA TION 0£SIGNED ~ N:A, OORES 03-31-06 BY: DE/A', PM RE\1EWa e,s SURVEY RE'IIEW: "AS BUil T'' ¾/W\ RCE 4-Zt,I EXP.~-U-.r>i" DA1£ ~OBY: ~ R o q <!JI@'{ f ?«o PRIVATE CONTRACT INSPECT~~ DA1£ i----+--+-------------+---+---1---1----1lsH6EET l~_c_,rv __ o_F_c_A_R_L_s_s_A_D---'lsHEsE~I _ ENGINEERING DEPARTMENT PLANS FOR THE IMPROVEMENT OF: BRESSI RANCH AFFORDABLE HOUSING APPROVED: LLOYD B. HUBBS ldt,~ ~~ .. t2;i'./~9~/0lb:;;;i::;P8oc;;:::j::;P.\r~Ji.:--.-,.u,-1.T-,c.-----------l----l----l--_je----l · · 388" ITY DATE INITIAL DATE INITIAL DATE INlllAL OWN BY: JSB PROJECT NO. ENGINEER Of WORK REVISION DESCRIPTION RCVHWDKD BBYY:.--1 CT 03-03 OTHER APPROVAL CITY APPROVAL EXPIRES 12-31-05 ~~¥ DRAWING NO. 415-3 Job no. 2438.00 071304 \ l 0 =E C') 2. oo.S:. .... U1 I (,i.) .... ,.,.. . .... , ..... ' ,., .... +··· .. -, ......... L .. . ...... ..... . . ..... ····-·· +-·· +····- ........ '········- H-00 0 10 20 40 60 GRAPHICAL SCALE I \Engr\2138\imp \2438 imp07.dwg 06/15/2004 71: 19.15 AM PDT : 2+00 PLAN: HANCOCK CIRCLE (PRIVATE) SCALE: 1 • = 20' ~ PRomcrDFSIGNCoNSULTANTS ~ l'IANlaNO • l!N\IJlaGIBN'I' • DiOrNl!IIIUNo • Sllll'l'IIYJGl'S 701 B Street, Suite 800, San Diego, CA 92101 619-235-647! FAX 619-234-0349 GREGmY M. SHIELDS. R.C.E. 42951 DAlE REGISTRATION EXPIRES 03-31-06 f,-1S,o'f DESCNED BY: De/, PM RE'AEW: &S 9JR\'EY RE'AEW: - -.1 -...... . .......... .; ..... 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RADIUS(ft LENGTH(ft) REMARKS < 1~ N89'46'59"E -----184.01 8" PVC CLASS 200 '<2 N89'46'59"E -----178.60 8" PVC CLASS 200 PRESSURE ZONE 550 "AS BUILT" DATE PRIVATE CONTRACT --------------------t---t-----1J sHBEET I ~-c_1TY __ o_F_c_A_R_L_s_s_A_D~ lsHEBETs.l _ ENGINEERING DEPARTMENT PLANS FOR TI-IE IMPROVEMENT OF: BRESSI RANCH AFFORDABLE HOUSING t----t---+----------.,-,.-------+---+-------11----+---t APPROVED: LLOYD B. HUBBS#Y EXPIRES 12---31---05 DATE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE IN/llAL OlHER APPROVAi CITY APPROVAL .,._ ~,,,,.;;;,· . " R,C,F, 23889 DWN BY:~ CHKD B~:~ RVWD BY: N N - PROJECT NO. CT 03-03 4;l7W'I DRAWING NO. 415-3 Job no. 2438.00 -., ' 071304 I : I I f ) ' I C :e G') ~ ...., (J1 I (,,)