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Home My WebLink AboutDWG 478-3; MS 12-02; ALPS INNOVATION HOTELS; 01-07I GENERAL NOTES I. THIS PLAN SUPERSEDES All OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING /MPRO VEMENTS SHO/tN 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 USTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY 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 111LL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/RCA TE OF INSURANCE MUST BE RLED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE's POLICY IN THE MINIMUM AMOUNT OF 11,000,000.00 FOR EACH OCCURRANCE OF LIABIUTY. THE INSURANCE COMPANY Ml/TING THE POUCY MUST HA VE A RA TING OF "A-• OR BETTER OR AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GU/0£ 5. NO WORK SHALL BE COMMENCED UNTIL All PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MA Y BE REQUIRED IF THE PROPOSED /MPRO VEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS Will BE MADE TO THESE PLANS 111THOUT THE MIITTEN APPROVAL OF THE CITY ENGINEER, NOTED 111THIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAMNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAW.NG SHALL BE REVISED TO RffiECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO RNAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR RR£ AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT All TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE MTHIN 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 RELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT 111Ll BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR 111THIN TWO WORKING DA 'IS. OF COMPLETION OF RELD TESTS. THE MIITTEN RELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE RELD TESTS. 12. A PRECONSTRUCTION MEETING SHALL BE HELD AT IHE SITE 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 THROUGH THE PERMIT CLERK(160-438-JB91) AT LEAST RVE(5) WORKING DA 'IS. PRIOR TO STARTING CONSTRUCTION. APPROVED ORA 111NGS MUST BE AVAILABLE PRIOR TO SCHEDULING. IJ ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING 111LL BE MADE BY CALUNC THE ENGINEERING 24-HOUR INSPECTION REQUEST UNE AT (160) 438-3891.INSPECTIQN REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS 111LL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST DTHERH1S£ REQUESTS MADE AFTER 2: DO P.M. 111LL BE SCHEDULED FOR TWO FULL WORK DA 'IS. LATER. 14. Tl-IE 0/tNER AND/OR APPUCANT 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, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS. LA 115 AND REGULA TIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOMNG THE DESIGN OF SHORING. BRACING SLOPING 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 INSTAW TION THEREIN. THIS PLAN MUST BE PREPARED FOR All TRENCHES RVE FEET (5') OR MORE IV DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING S'IS.TEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMIN/SlllA TIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONlllACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 111THIN ANY WORK ZONE DURING CONSlllUCTIDN, OPERATIONS 111LL CEASE IMMEDIATELY, AND THE PERMITTEE 111LL NOTIFY THE CITY ENGINEER. OPERATIONS 111LL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED MIITTEN 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 lllUCKS, EARTHMOVING EQUIPMENT, CONSlllUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE UM/TED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 PM EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON l'tU](ENOS OR HOLIDA 'IS. (A UST OF CITY HOLJDA 'IS. IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONlllACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA 'IS. PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT SlllEETS AS A RESULT OF THE GRADING OPERA T/ON. 19. NO BLASTING SHALL BE COMMENCED 111THOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY SlllUCTURES AND FACILITIES SHO/tN ON THE CONSlllUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR SlllUCTURES NOT SHO/tN OR IN A LOCATION DIFFERENT FROM THAT SHOltN ON THE PLANS. THE CONlllACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHO/tN ON THE PLANS AND ANY OTHER EXISTING FACIUTIES OR SlllUCTURES NOT SHOWN. 21. THE CONlllACTOR SHALL VERIFY THE LOCA T/ON OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) 111THIN THE PROJECT SITE sumCIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT 111TH THE PROPOSED WORK. 22. THE CONlllACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT LEAST TWO FULL WORKING DA 'IS. PRIOR TO STARTING CONSlllUCTION NEAR THEIR FACIUTIES AND SHALL COOROINA TE WORK 111TH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E SBC ADELPHIA CABLEVISION CITY OF CARLSBAD(SlllEETS AND STORM DRAIN) CARLSBAD MUN. WATER D/Slll/CT (SEWER, WATER &-REC. WATER) (800)227-2600 (800)660-7343 (800)892-0123 (160)438-7741 (160)434-2980 (160)438-2722 PACIFIC OCEAN VICINITY MAP NOT TO SCALE \\\ Project site C,q,l{l,vO 1'<" ~ ~ Bl\ "[\QUl"fOS LAGOON 0 I / ' ROAD z ....... 0 F >-~ :;; <( 0 :,: p 1>_.,, z z <" -;_,EWA'< RD u',,_ l ~Er/EK NOTES 1. ALL SEWER MAIN AND APPURTENANCES SHALL BE CONSlllUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME I-GENERAL DESIGN STANDARDS. CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES. AND VOLUME 3 -STANDARD ORA 111NGS AND NOTES AND THE STANDARD SPEC/RCA TIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK}. 2. THE CONlllACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSlll/AL SAFETY BEFORE ANY EXCAVA T/ON AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSlllUCTION SAFETY ORDERS. J BEFORE ANY CONNECTION TO THE CITY'S EXISTING S'IS.TEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE D/Slll!CT'S ENGINEER ANO SUPERINTENDENT. 4. BEFORE CONSlllUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONlllACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. {760} 438-3891) '7ATER NOTES 1. 2. WATER &-RECYCLED WATER MAIN ANO APPURTENANCES SHALL BE CONSlllUCTED IN ACCORDANCE 111TH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2&-J THE CONlllACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSlll/AL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOT/RCA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSlllUCTION SAFETY ORDERS. J BEFORE ANY CONNECTION OR SHUT 00/tN OF VALVES ON EXISTING C.M. W.D. UNES. A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. omCE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD's DEPUTY CITY ENGINEER ANO THE UTILITY OPERA T/ONS' PUBLIC WORKS MANA GER. 4. A PRECONSlllUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN 7 DA 'IS. BEFORE CONSlllUCTION BEGINS. THE CONlllACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSlllUCT/ON, TELEPHONE NO. (160) 438-3891 FOR SCHEDULING. 5. THE CONlllACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (160}438-3891. 6. NO TREES OR STRUC77JRES SHALL BE ALLOWEO IN THE WATER UNE EASEMENT; ALL EXISTING lllEES AND SlllUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE M/ITTEN PERMISSION FROM THE 0/Slll/CT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OltNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE 0/Slll!CT ENGINEER 111LL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE RRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE ANO BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD RRE MARSHAL. 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1• AND ALL METERS SHALL BE 5/8" (UNLESS OTHERMSE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17"xJO"x/2" POLYYER CONCRETE AS MANUFAC77JRED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH 111TH THE RN/SHED SURFACE GRAD£ 13. CONSlllUCTION OF WATER MAINS ANO RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS ANO SANITARY SEWERS" PUBLISHED BY THE STA TE OF CAUFORNIA 's DEPARTMENT OF HEAL TH SERVICES. 14. AXIAL DmECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH-DffiECTION COUPUNG AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DffiECTION PER COUPLING (2 DEGREES/EACH CASKET}. USE CERTAINETEED "VIN'fl-lRON" H.D. FOR C900. l\AFORTANT NOTICE DIQ AL.alT g o SPECIAL NOTES THE FOLLOMNG NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONlllACTOR BY THE ENC/NEER OF WORK. I. NEITHER THE 0/tNER NOR THE ENC/NEER or WORK 111LL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONlllACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LA/15 AND REGULATIONS. 2. LOCA T/ON AND ELEVA T/ON OF IMPROVEMENTS TD BE MET BY WORK TO BE DONE SHALL BE CONRRMED BY RELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. BEFORE EXCAVATING FOR THIS CONlllACT, VERIFY LOCATION OF UNDERGROUND UTILITIES. J THE EXISTENCE ANO LOCATION OF ANY UNDERGROUND UTIUTY PIPES OR SlllUClVRES SH0/11'1 ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT RmECT ALL EXISTING UTILITIES. LOCA T/ONS OF ALL EXISTING UTILITIES SHALL BE CONRRMED BY RELD MEASUREMENTS BY CONlllACTOR PRIOR TO CONSlllUCTION OF WORK. 4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHO/tN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR SHO/tN ON THESE PLANS. 5. WHERE lllENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENC/NEER OF WORK BY A QUALIRED SOILS ENGINEER WHICH CERTIFY' THAT lllENCH BACK RLL WAS COMPACTED AS DIRECTED BY THE SOILS ENC/NEER IN ACCORDANCE 111TH THE ON-SITE EARTHWORK SPECIRCATIONS. •AS DEANED IN AND LIMITED IN SECTION 6735.5 OF THE BUSINESS ANO PROFESSIONAL CODE OF CALIFORNIA. 6. SAFETY FENCES SHALL BE PROVIDED BY THE CONlllACTOR WHERE REQUIRED BY THE ARCHITECT, ENGINEER OR SCHOOL D!Slll/CT. 7. DURING ACTIVE CONSlllUCTIDN, AREAS SHALL BE WATERED TO REDUCE FUGITIVE DUST. 8. CONTRACTOR TO ADJUST ALL PROPOSED AND EXISTING FACILITIES TO GRAD£ 9. CONTRACTOR TO REMOVE/REPLACE/RELOCATE ALL EXISTING FACILITIES REQUIRED TO INSTALL PROPOSED IMPROVEMENTS. 10. CONlllACTOR TO REMOVE\REPLACE\RELOCA TE ANY LANOSCAP/NCARDSCAP/NG WHICH CONFLICTS IN ANY WAY 111TH THE INSTALLATION OR PROPER FUNCTION/NC OF THE PROPOSED IMPROVEMENTS. SOURCE OF TOPOGRAPHY THE TOPOGRAPHY SHOWN ON 7/f/S SURVEY WAS COMPILED FROM AERIAL PHOTOS DATED 11-22-11 AND SUPPLEMENTED BY AELD SURVEYS COMPLETED DECEMBER 6, 2011. AELD VERIACATION ANO BOUNDARY BY ALTA SURVE'rlNG DA TEO MAY 15, 2012 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. REFERENCE DRATlINGS DWG 400-88, DWG 442-2A, DWG 464-3 LEGAL DESCRIPTION LOT 1 OF CARLSBAD lllACT OF 06-20, IN THE CITY OF CARLSBAD, COL/NT OF SAN D/ECO, STA TE OF CA, ACCORDING TO MAP THEREOF NO. 15630, RLED IN THE OFRCE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 11, 2007 B=E=N=C=H=MAR====K======~===¥===~l 111£ SE~Afll( USEO foll, -n11s SIIR~EY .IS 11CLsg-1~-S'.' '1 gEIII& A 211 lf!Jltl l'll'E · WITH \>ISC STA"1~"LS 19Z~'1 UJ oPf)I SPAcf LOT 17 · FOi\ 81lESSI~ tW.ICU TM. A'> s« , PER C.li'/ Of CARLS8AV SUP.WI C~fl..OL ~Ofl.'O Of SURWI tJo. 17271. EL£VA1lotl: 27"•''>" 0A1UM: ~AVI 88 . ·~-•'-------~• A • • AB!!JB~R~EVIA~~TICffi'~~S-===~-==·~~-~-JJ>- Assr. ............. ASSEMBL y A. V.A .............. AIR-VACUUM ASSEMBLY 8.0 .•.............. BLOW-OFF VALVE CPLG .............• COUPLING FIRE DEPARTMENT NOTES 1. ALL SIDING ON EXTERIOR WALLS TO BE NON-COMBUSTIBLE RBER-CEMENT MATERIAL - "HARDI-PLANK: OR EQUAL. 2. ENTIRE BUILDING INCLUDING UNITS, COMMON AREAS. COVERED PARKING AND AISLES AND GARAGES TO BE PROTECTED BY AUTOMATIC RRE SPRINKLERS. J IN LIEU or 13'-6" HT. COVERED ENlll!ES A COMB/NATION STANDPIPE OUTLET (2-1/2" CA TED OUTLET -100 GALLON PER MINUTE) 111Ll BE INSTALLED ON THE WALL AT REAR OF COVERED PASSAGE. OTlNER/DEVELOPER ALPS LODGING INC. 621 S. HIGHWAY IOI SOLANA BEACH, CA 92075 (858) 350-0111 PRIME CROUP CONSlllUCT/ON, INC. 3045 111LSON RD. BAKERSRELD, CA 93304 (661) 832-1790 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CCS BJ (NAO 83}, ZONE 6, EPOCH 1999.92 GRID BEARING BETWEEN CITY OF CARLSBAD CONlllOL STATIONS C/.SB-155 AND CLSB-96 AS SA/0 STATIONS ARE SHO/tN ON RECORD OF SURVEY NO. 17271. PROJECT LOCATION APN.· 213-323-11-00 -. l7ORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE 111TH THE FOLLOMNG DOCUMENTS, CURRENT AT THE TIME OF CONSlllUCTIDN, AS DIRECTED BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS 4. PLANNING COMMISSION RESOLUTION NOS. 6999 ANO 7000 DA TED JULY 18, 2013 TENTATIVE PARCEL MAP (MS 12-02) LETTER DA TED JULY 18, 20/J NON-RESIDENTIAL PLANNED DEVELOPMENT PERMIT (PUO 12-04) THE STANDARD SPEC/RCA TIONS FOR PUBUC WORKS CONSlllUCT/ON (GREEN BOOK). 5. 6. SOILS REPORT &-RECOMMENDA T/ONS BY SOUTHERN CALIFORNIA G.EOTECHNICAL, INC. DA TED DECEMBER 28, 2004. SOILS UPDATE LETTER DATED MAY 15, 2012. 7. 8. 9. 10. THE SAN DIECO AREA REGIONAL STANDARD DRAl#NGS AND AS MAY BE MOD/RED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA COASTAL COMMISSION DEVELOPMENT CONDITIONS DA TED N/A. THE CARLSBAD MUNICIPAL WATER 0/Slll!CT'S STANDARDS AND SPEC/RCA TIONS FOR WATER, SEWER ANO RECLAIMED WATER. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY OMEGA ENGINEERING DATED JUNE 10, 2013 WD/0 NO. 9 37366943 (SW IJ-153) II. 12. STORM WATER MANAGEMENT PLAN (SWMP} PREPARED BY OMEGA ENGINEERING DATED JUNE 10, 2013 (SWMP 13-10) THE CAUFORNIA STORM WATER QUALITY ASSOCIATION (CASQUA) STORM WATER BEST PRACTICE CONSlllUCTION HANOBOOK AND STA TE OF CALIFORNIA DEPT OF lllANSPORTA TION CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL LEGEND DESCRIPTION DWG.NO. SYMBOL PROPERTY LINE ..••...••.••.•.....•••.•.• ---------- EXISTING CURB &-CUTTER. • • • • • . • . . • • • • . • • • . . •• -... -.... --.---.... -.... -... -... -.... -.... -... --.. -..• -... -... -... -- EXISTING UTIUTY. . . • . • • • • • • . . • • • • • • . . . • • • SIZE & TYPE AS SHOW -' -----~-----. . ------ 8" P. V.C. WATER MAIN CLASS 305 ••••••••••••••••• -W'----"8_",_Pi.t'=----'w,'{- 1 8 RRE H'tDRANT ASSEMBLY. • • • • • • • • • • • • • CMWD W/2 • • 8" GA TE VAL VE ASSEMBL Y. 6" GATE VALVE ASSEMBLY, -CMW W/6 •• ----0----- CMW W/6 • THRUST BLOCK. • . • • . • • . . • . • . • . CMWD WIS &-W/9. METERED WATER SERVICE. . • . • . • . • • • CMW W4, W,>O. • • - f--m --l END CAP ASSEMBLY. . • • . • • • • • . . • . . • .CMWD WIS. • .------------;· 2• MANUAL AIR RELEASE ASSEMBLY. .•.•..•. CMW m; ... -----D----- 2• BLOW-OFF ASSEMBLY. ••••••••••••• CMW m; ... -----0---- 2• AIR-VACUUM ASSEMBl Y. • . • . • . • • • • • • CMW W7 • • • /RR/GA TION SER VICE. . • . . • . • . • . . • . . . CMWD W4 • • 2• WATER SERVICE. • • . • • . . . . • . • . . •• CMW W4 • • ~....--~o ~ ~ QUANTITY 1,115 LF 7EA 10 EA 2 EA 15 EA 8 EA I EA 5 EA 5 EA I EA 3EA 2EA DDCV. • • • • • • • • • • • • • • • • • • • • • .CMWD W-'2 • • ~ 2 EA 2" BACKFLOW PREVENTOR •.•.•..•.••.. CMflD w.>O • • @,a,@ 4 £A VALVE BOX ASSEMBLY •••••••••••••• CMW W/3 • • CO® 26 £A SEWER LATERAL. ••••••••••••••••• SDRSD S-7 •• ·-----ro>--@ 2 EA DEF. .............. DEFLECTION G. V. •.............. GA TE VAL VE lllENCH RESURFACING .•••••.•..•.••. GS 26, 27, 28. ·I /· ·. ·:.:.•: >:>1 1,490 SF THE CALIFORNIA COORDINATE r-:::::::-:::::------======~~:;::;::;;=-~~:;~~:;~==~:::::::::::::::::::::::::::::::::::::::::::::: __ =:::::::::::::=- /NDEX= N.·-62s3130.4119 £·1992347.8506 KEY MAP------7-PALO_M_A_R-AtRP--O-R_T_RoA··o-------- Pl,t;' .•.•.•.......•• POL YVIN'fl CHLORIDE T.B .••••••.••••••••• THRUST BLOCK · SHEET INDEX SHEET I ............... TITLE/NOTES SHEET SHEET 2 ............... WATER IMPROVEMENTS PLAN/PRORLE SHEET 3 ............... WATER IMPROVEMENTS PLAN/PRORLE SHEET 4 ...•.•......•.. WATER IMPROVEMENTS PLAN/PRORLE SHEET 5 ............... WATER/SEWER IMPROVEMENTS PLAN/PRORLE SHEET 6 ••....•..•..•.. WATER IMPROVEMENTS PLAN/PRORLE SHEET 7 .............•. WATER IMPROVEMENTS PLAN DECLARATION OF RESPONSmLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DERNED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT 111TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA 111NGS AND SPEC/RCA TIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. AA ... ANDREW J. KANN/ R.C.E:. 50940 MY REGISTRATION EXP/R[S 9-J0-15 ,tfz.z.//'3 DAT!: -. Nor TO SCALE --. ---- I -.... PR<P 8" WA 1E11_) I "' .... C ~ >-1 ~ ... I,_ I~ I C I I I PARCEL 3 I ~ a 9 J::: §I L " U 0 -It- I ' .. . ... 0 a ~ -COLT PLACE . !---+--+------'-' -------l---1---4-___;_-I-----I ~ CITY OF CARLSBAD I SHEETS I , l_!_J ENGINEERING DEPARTMENT 7 IMPROVEMENT PLAN FOR: KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS "AS BUil T" ~~~ ALPS INNOVATION HOlELS TITLE SHEET TOI..LFRS: 8-1-1 Two working days before you dig "',,MIEGA EltGINEERING CONslJLTANTB 9517 GROSSA!ONT SUMAf/T DRIVE !..A MESA, CAUfVRNTA 919.JJ PH:(619) 74/-9456 FAK(6!9) 664-4291 NO. OF F.H.(S)_4_F.FLOW 2500 G.P.M. OUT OF ...L.F.H.{S). Bl 'If· SPRINKLED~·. YES F.FLOW 8300 G.P .M. ,1' ·-{,,,, -"· .. , ,-U,J'2 FIRE MtRl,HAI! I DAlE II-B-/Cc P.E.S094o ExP9·3'D-/2 DATE o i7zt"T1'1 ~ JS DAlE INITIAL ENGINEER OF WORK CUP 12-05/CUP 12-06 PUD 12-04 APPROVED:/// --y -,J -./IL., GLEN K. VAN PESKI ,,(,1//~ /./(I'.. .M II lt,j,3 ENGINEERIRG MANAGER PE 41204 EXPIRES 3/31 /15 DATE 7,\ ftEV15E 8" WAitR. MAUI AIIO ffl/ill:AN1. ftL-rE~IIA1f POINi Of COtlNfC'TloN I/SU' • CAU51116 CllAflfaESTOt,1,41/l ANO fl/0111\trf LOCW!l..,5, OWN BY: G~FGA Cll,..IJGe. """'"K ,r DAlE INITIAL DAlE INITIAL , REVISION DESCRIPTION 1----'--....:....i'-'-_..::...--'---'--.c:....i ,,cR~HVY§JK~D...!:BBclyy.:...::· ~::-~::..1 OTHER APPROVAL CITY APPROVAL - PROJECT NO. MS 12-02 DRAWING NO. 478-3 A5-BUlL.t 03 101/i . 120913 0 --~ 0 G) -~ .......... 00 I (.,.) I ' i ! -------------------------------------------- -:------t---t---+--+--+-+--+--+----,'/--l---t--v--l--f---t-v-------,--1~-\;;,=.d--l--f--l--+-+--+-+---+-+---l--+-'-+--+-f-------+-l-----l---l~--+---l--l--+-+--+-+--+-+--+-+--+-+--+--!--t--f-+---:l-+--J---t------t--t--t--i--4---t---t--i--i-----i---i-- _,_____,_-+_-1---+--Ji 15----11---t--;--:1~ f.---t---+--+---+-+---+--+-.--+"---'t--+--t---t---+--1--1'-----t--1--+---1--+----1,--+--1----+---1---+--+---+-+----+--+--+--l.Jg5 __ +--+-+--+--+---t--+------,--+--t----t--;---t--t---+-+-----t---t--t----i--~---r-----i--i--,,--.--■-,---1--t--+---t---1---t---w/1--+--+--+---+--+c,,;PR0A !SEO Gf1 DE 0-~ \ si: I ~ V11'A7ER""l!Nc ~ ----~L-+---t---.~.,1--+-=:::-L-:-:-::-::-::ia:;,--:::-:!---"'"'!t---t---t----t---t-~"-•d---t--~ ---t----<--",-t---t---t-----t----i---"+--t;h. _-,;-f--_--+--+--t--t--l--ll--t--t--t---t----t---t---t---t---t---t---t--t--t---t-7--i--i----1---r--,--,----,-, _ ~ -EXISTING GR DE O (£, ;,; "' :~ --,.._, -i---r---t---+--t---+----1---r:1--1--=-+---t---1---+-+--' 1 ;;; ,-..{}F-wATERiLINE-_.., ---1-~1---1---1---<:S,1---t-~.,;1--+--+--~l--+--+---+--+---,;1--£J,+-+-+--+--+--+---t--1--r---r---t--+--+---t---t---i---i---i---t--t---i----i--i----ii--i---r-r---r-1 --i---t---t--i---i----t--j-1,,--il--t-~t--t---t---t---t---isi:sl--+--f\:--+-\~, ~-L __ L -I l,J ~ ~ ; ~+--+-+-+-+--+--+--+----+----+-----1--1--t---t--t--+----t---t---t--+--t---t--t--i----t---i--i--i----. "- _Jll \ --. "I k, IJ9f'~·--+---t--t-----l--l---+---t--t-----l--t--+-+--t--t--+-+--+--t--t--i---i---+--i-----r----r--,11 -390 V J "5 .., --- , ~ ~ ~ ~ COl-f11 f!: ~+--+-+---l----l---t---t--t--l--ll--t---t--t--f----t---t---t--+--t---t---t--t--t---j--jr--i--i----,"11 I --I -- I o "-e: 3.5~ .~ -I =-~f==:-:t==t::-=+==--~+==-r===r==--=1==--~b' "---1~-1,--1 ,--+---+--+--+-<(51 __ _,__ _ _,__ _ __,__-1--~ltit--+---,,"'d--lMfNf/J, 1-==:t:--:=t=--:::±1=--=±==i-~t-~ p • 1-0t--t-~ -~ ~ I -~... l !c::i ~ '--+-+--+--+--+--+--l---l---ll--t---+---t---+----t---t--+-+--t---t---t--t--i---1--Jr--t--i----,-. -,---t---!---+---t---t---t--+\--11--t--rs-t.,_---+--+--1----1---;:;,,~ ---~1---1-=-. _,P,c=!-,.-+-l,l _ -I ~ a5oz "I ~.., > -;:, TOf'_,.,.,ptp£ -8 ,.,, ., ' ' -4 .,,-J ":i8%----1---,1---+---+----',a24,. I .40% _ __ ---1-_--+--+---+--+--1----1---1'---1--t--+---t---t---+---t--+-+--t---+--+---t---t---1--::--t---i--,-,-11 Jf.15-1 :.;; · 1.62% se / ~ 1+00 / ,( I ~ 7~0 I ,_.,--, ] I Lr, I - (1 G ~ ~I <'i STA 1+4Q51-W .J.IA/1 -:4' ,,-->-®)-,t,1::::::::::::-.- SCAl£: 1• = 20' ~ 4 ' • ' • I •·· J ' • I I 0 10 20 ,I() I ill ~ MY REG/STRATTON EXPIRES 9-30-15 SEE SHEET J i 0 WATER MAIN DATA NO. DEL TA OR BRG. RADIUS l£NG71/ REMARKS PRESSURE ZONE i I EAST 81.69' 8' Pvt' C900 CL 235 DR 18 550 2 SOUTH 195.95' 8" Pvt' C900 Cl 235 DR 18 550 .J N 45V2'20' E 19.02 11 Pvi· l'9vv v, JJ5 UI( lo 550 4 10'51'29" 2857" 546.42' 8" Pvt' C900 CL 235 DR 18 550 I DEFLECTION COUPLING NOTE: R/W EX JO" STORM DRAIN PER DWG 400-8D _ ---------------------------===. INNOVATION WAY STA 9+25.00 1-£AN1· HIT TAP O 16.50' RT 1-[ANTAPPINC SADDLE 9+00 - -----I-' • EX a• PVC REC WAlcR PER DWG 464-J --1 f-, -2 EX 12• PVC WATER PER DWG 400-80 I SAlfCt/T &, AC PATCH PER CS 26,27 -£, -¥LJJIR I t~REM0V£ &, R£PLAC£ ==:.:X:::'___t,:::':'./A'.:.'.R8'.:::'-A=:M:::V:::C=:::'.:_'::: __ :::::::====::;;;;f-~-.o;:::::::::::::=t· C/JR8 :<t-:CI./TlfR'.===== EX PCC Sm< ~-•• _' _) REMOVE&, R{PLAC£ SIDEWALK _____________ __,•w/----T011£AR£ST·JO/NT------- ---HOUDA Y INN 1 • /RR/GA 1/0N METER FOR 1• /RR/CA 1/0N SERVICE REQUIRED MAX DEMAND = 25 CPM IR --PARCEL 1 OF PARCEL MAP 12-02 NO DEFIECTIONS AT ams. FlmNGS OR JOINTS OF THE PIPE Will BE All0WED. THE USE OF HIGH DEFLECTION COUPLING MAY BE PERMITTED AT A PIPE JOINT BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4' OF TOTAL DffiECTI0N PER COUPLING (2' AT EACH CASKET}. 2 DEFIECTION COUPLINGS MAY BE USED WITHIN 2-3' OF EACH OTHER TO ACHIEVE A LARGER DEFLECTION. THRUST BLOCK I T.B.) DATA TABLE "AS BUILT" 11~4--1' ~ //-tJ-lb NO, TYPE 2 8"-45' BEND 3 8--TEE/UEAD END 4 6'-lEE _., a·x,1''x6· .,,-c ( 8 8"-90' BEND . . AREA 14.0 SF 11.5 SF 11.0 SF 5.0 SF 24.5 SF . REMARKS PER CAIWI) W-19 PER CAIWI) W-19 PER CAIWI) W-19 w,w "'CINEERS CALC/JLA TIONS PER CAIWI) W-19 ' /' ~'i ( ., M IE G A. ENGINEERING CONSULTANTS 9517 GROSSMONT SUMMIT DRIVE LA MESA, CALIFORNIA 91941 PH:(6/9) 74/-9456 FAX:(619) 664--1291 P.E.SQ94Q EXP 9·'?0-/z DATE RE'?'.WED BY: ? ~ fM,.J(j_ c1~ !~SPECTOR DATE I SH2EET I CITY OF CARLSBAD I SHEETS I l-----ll--+----------------11---t---t---t--t ENGINEERING DEPARTMENT 7 l-----ll---+----------------11---+--+---+--t 01/22/14 NJS DATE INITIAL ENGINEER DF WORK REVISE a• WATER MAIN AND FIRE HYDRANT & ALTERNATE POINT OF CONNECTION usm CAUSING "l"Hll ~s~~~Gj~&T<t~11N AND Hyt>J!~~T,.l,,0~11~~~,1,~ REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL aTY APPROVAL IMPROVEMENT PLAN FOR: ALPS INNOVA llON HOTELS WATER MAIN PLAN & PROFll.E APPR, ED: .,, I., ,; GLEN K. V,AN PESKI 111.u• l .. 1=o.c... 1/?<1 /LI ENGINl!'.ERING MANAGER PE 41204 EXPIRES 3/! 1 /1 DATE OWN BY: OMEGA CHKD BY: _!::,}H_"""'"_ 1 RVWD BY: PROJECT NO. MS 12-02 AS-BUILT DRAWING NO. 478-3 -' ~ 10310111 C I\) :E 0 G) .... .,::i. ............ 00 I w ~--m:--""""''""""'""""'""""'="""""""""""""""--""""""""'""'lllllll!l!l __ .....,.....,.....,.....,,.....,.....,.....,...,,,......,,.....,.....,..,_ _____ ......,.....,.....,...,.......,.....,.....,.....,""""""""""""""'"""""""""""""""""""""""""..,.,,,,"""""------------------="'!"""==":"""===""""""""""'.....,""""""""""'-""""""""'"'"""'"""""'""""'=""".""=-~""'.""'-""""'~~""1- l----+--l--+-+41.·~7l.-'J-L-+--+--f--+--+--+--+--l--+---l--t--+--l----+---I-__Ji----l---l----+--l--l--+---l--+-..f--+--+--+--+--l----+---l--l--l--+----+---l--l--l--+-0 --l----+---1--1--+-+--+--f--+--+--+--+--f--+--+--+-4(}(}-+--+--+--+---t-t ·--t---t---t--t---ir---j----j-----j-----j----t--+-+-+-+--t---t--+--+---t---t---t--t--t---t---t-----,i-----,,tx=~, .. m,,cclf/ADl;@----=c!~--li-----\---\---\---\---\-___j_---J-_--J---.J---....J---....J---+-+-+-+-+-+-+-+--i-----1-----1----+--+---t---t--t--t---f---t:;,----,----,----j----j---t---t---t-l +---t--+---t--+----+--+--+---+---1---+---t--+--+----+--+--+---l---!---1---+--+--+--1---1---1-----1-iffJIAIER.JJN'[_f-1--+--1------f--+-+-+--1------f--+-+-+--1------f--+-+-+--1------f--+-+_:__+--1--t--=1--=±--=1:---=!=---+--t--=--t=~~1--r-+--+-+-+---r-t-1 --<a J95--~ ..... !,;j I ~ 0.. 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COVER ~ ~ -n n ~ 'fl!N!MU/.1 ' ' n "' "' ~ _J .. -. - a t'i:; ci cs cs -,_ :-,, cs "' "' ~ ~01% ti ~ <>i "'l 0.26%---...; "< ti' • , I. bl 390 ~ ti > SJ ' I~ I ~ ,_ <>i ~~ i ii i "< IC: !ls;;,,; :::; ~-~ :,.[ ;:J "' ~ -(;j ...... ~ !<, ~ ~ ~ .,.2§ r.: ~j ;J; ~ §i: I bl 0.. -385-. <,; "' ::; ,;;- 0 "< :::, i==: C\ji:?::: ~~ "' ;:, 15 ' "'i . j,r. "' ~~ 1;3 "'~ hl ;:, "' ~ ~-~all :;i - "'"' .. 'l? -;:, ;;; Ctj ~ ~ "' ;:, ' ;:, <>i .,, ';: :ii1 "' " .,, " .... 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PALO MAR AIRPORT ROAD '" - ""' ;[\ ~& l ' h ~ I -~ .,.._ I THRUST BLOCK 1 NO. TYPE 1 8"-11.25' BEND 2 8"-45· BEND J 8'-TEE/DEAD ENO 4 6"-TEE 5 8"xB"x6"-TEE /2. ~~ 4 1/MflH'-'--1Jllz/l~_ ANDREW J. KANN 11.c.ti:!o DATE UY REGISTRATION fXPIRfS 9-30-15 T.8.J DATA TABLE AREA 1.7 SF 14.0SF 17.5 SF 11.0 SF 5.0 SF REMARKS PER ENGINEERS CALCULATIONS PER CMWD W-19 PER CMWD W-19 PER CMWD W-19 PER ENGINEERS CALCULATIONS ~'-i(/M[EGA. ENGINEERING CONSULTANTS 9517 GROSSMONT SUAf,\flT DRIVE LA MESA. CALIFORNIA 91941 PH:(619) 741-9456 FAX:(6/9) 6M-429I 8+00 - l'IA 7m DA TA NO. DEL TA OR BRG. RADIUS LENGTH REMARKS PRESSURE ZONE 4 10"57'29" 2857' 546.42' 8" PVC C900 CL 2J5 DR 18 550 9+00 SEE SHEET 4 I - "AS BUil T" t:Z._~t(Mt.u ' //-~--It, P.E.52:>940 EXP. 'f-30-/? DATE /Z(z.1/11, DATE ~ CITY OF CARLSBAD I SHEETS I f----+--t-----------------t---+---+--+---1 ~ ENGINEERING DEPARTMENT 7 t----+--+----------------1---+--~--+---1 t----+--t---------------t----t---+---t---1 IMPROVEMENT PLAN FOR: ALPS INNOVA 110N HOlELS · WATER MAIN PLAN & PROFILE • APPROVED~ Y. ~ GLEN K. (~1~,z-jKI t---+--t---------------t---t---1---+---I' ENGINEERIN\'; MANAGER PE 41204 EXPIRES 3 3 15 DATE. i--,,-,:,-+cc=,.,.,.-1----------------t-:-=--+---+---+---1 Dl'IN BY: OMFGA DATE INITIAL !--DA_TE_.,_I_NI_TIA_L-+-_DA_TE__,'-IN_lll_A.;;.L-1 CHKD BY: ~v,~,C- ENGINEER or WORK REVISION DESCRIPTION OlHER APPROVAL OlY APPROVAL RWID BY: PROJECT NO. ,HS 12-02 DRAWING NO. 478-3 ·~ • ' I ·.._____../ . ·-0ROPJJ. ,m "0 OE.A ... \ ' .. f OF WATER LINE ·- \ \ r---"-"' 1i5 ···---,,_ -'<i \ ~1 "' "' ~ ..., \ .J95 ~ h •· 1-; n COVER ll: ~ :a ~ 0 .., '"' ~ " -~ !{> <::, '"' '"' -PVC <::< 0.40% •-OF ~--0 ""% ~ "' , nA., ..., v:07% J91 E.::-.:.:-. I . ~ "" '11; "'< ~ <:S "' "' "' J~-<:'> -.. ;;,, t;; ~ " ~ . . : .~ ~ ~.., ~ ~ "''G ... ,., ,OR~ £~A1ER-MA~ ~I ~ ~ • I --l.l:, e20· HOHz-r•J.,. -vm ~· " . r I -,. 1 1+00 2+00 \ SCAL£· 1• r 20' [ ~ • \ C j I l 4 ' , 0 10 20 40 7 SEE SHEET 3 d /4 d/~ ANDREW J. KANN I R.C.!:. 0940 ttjtz/13 DAT£ 1,/Y REG/SmAnON EXPIRES 9-J0-15 1-,,,,TJNdDWJdo = . OF WATER LINt I ' "- ~ :;'., ,,, ~ ll: "' -<::, "' N ~ 0.54% ..., . 3+00 ./", ~\r1.1M[EG/A ENGINEERING CONSULTANTS 95/7 GROSSMONTSUMMIT DRIVE LA MESA. CAUFORNIA 9/94/ PH:(6/9) 741-9456 FAX:(6/9) 664-429/ !l.. 0 Sl Sl ?> ~ .!c\ 1'.i ll: ll: ~ ~ ~ !g ~ ~ :?l ~ L . % Jl: !! -~ ! I>-Oi: ~ ~ =:ii -<>.: • ~ ~ . ~ ~ ~~ "' "' ~ ~ . ,l K ~ <., .., ::i:: ;;, "' ~~ :;; ~ "' . 4+00 I I .,,, I() ·- -39,; 3. _7~'5 I I I I I I . @ WATER DATA NO. DE:L TA OR BRG. RADIUS LF:NGTII REMARKS 5 N 05"49'14' E 9.,19• 8. Pn;' C900 Cl 2J5 OR 18 6 NORTH 286.89' 8• Pn;' C900 Cl 2J5 OR 18 7 N 04"Jl'26" W 8" pn;-C900 Cl 2J5 OR 18 THRUST BLOCK DA TA TABLE NO. TYP£ I 8•-11.25• BENO 2 8"-45' BENO J 8"-TEE/IIEAO ENO 4 6"-TEE AREA REMARKS 1.7 SF PER ENGINEERS CALC/JLA TIONS 14.0 SF PER C/.ll+D W-19 IZ5 SF PER C/.ll+D W-19 II SF PER C/.ll+D W-19 DEFLECTION COUPIJNG NOTE: NO OERECTIONS AT ems. flmNGS OR .KJINTS OF THE PIPE Hill BE ALLOWED. THE USE OF HIGH OEflECTION COUPUNG /IA Y BE PERMITTED AT A PIPE JOINT BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED. 4' OF TOTAL OERECTION PER COUPLING (2' AT EACH CASKET). 2 OEflECTION COUPLINGS MAY BE USED HITHIN 2-J' OF EACH OTHER TO ACHIEVE A LARGER OERECTION. PR£SSIJR£ ZON£ 550 550 550 "AS BUil T" ff/. 7'~--//-IE-I~ P F5"094'd EXP. 9-30-17 DATE REz~o BY: ~d,M, .. INSPECTOR DATE l---l--~-----------j--t--;---t----1 I SH4EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARlMENT 7 ~:::::::::.:=====:::::::::::::::::::::::::======='...:::::::~ IMPROVEMENT PLAN FOR: ALPS INNOVA llON HOlELS WATER MAIN PLAN & PROF'll.E APPROl/c.~ X 7~ ~ GLEN K. ,7tz-7(!3KI ENGINEER1"'7J MANAGER PE 41204 EXPIRES 3/31/15 DATE 1----4----l--------------+--+---+-----j---t 1-----4---l----------------t--:c=--+.=:-:-,f-::-=-+=::;--t DVYN BY: OMEGA DA TE INlllAL 1-=D:..:.A TE:.=_..i...;;;IN::.:111::.:AL=+...::D::.:A TE.:.::......J...CIN.::;111;;:.A:::.L -I CHKD BY: ~~~-I ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL OlY APPROVAL RVWD BY: PROJECT NO. MS 12-02 DRAWING NO. 478-3 AS-BUII-T \ ' ~ \,20913 __I SCAIE: 1· = 20' L I I I I I ' I I I I 0 10 20 , 40 __, 6" SHR C.0. ---mM=J88.59 IE=J19.11 r-- l_ I . '. ,. -- / / EX PVT. Sill? MH RIM=J84.62 IE=J1J25 PRORLE: SEWER LATERAL }1' (PVT) SCALE: 1"=20' HORZ 1"=20' 'IFRT. -------------- THRUST BLOCK 1 T.B.) OA TA TABLE NO. TYPE AREA REMARKS 8 8"-90' BEND 24.5 SF PER CMWD W-19 MY REG/S71lA nON EXPIRES 9-J0-15 I I EX Sill? MH RIM=J9J10 !!=i;f:'={E 38321 & M[EGA ENGINEERfNG CONSULTANTS 9517GROSSMONTSUMMITDRIVE LA MESA. CALJFORNIA 91941 PH:(619) 741-9456 FAX:(619) 664-4291 ;) 6" SHR C.0. S I IE=JBl.40 =RIM=J95.IO~ • ~ Is;: -, ,.:, . :) ----·- -. I PARCEL 2 OF PARCEL MAPffi-02 - -I IA .. / -- "r1/ "v' - -1-PARGEL 3-0F-PARCEL. __ MAP 12-02 5£1\fR~ El~w· G 442-2A ---p[RD ...., ____ _._ _______ - --- PVT. Sill? MH RIM=J94.00 IE=J82.02 ----- ·- "AS BUil T" /Vhf //~ P.E.50f40 7 EXP. f-30-(7 R~Y'YED BY:1~. ~11.~- INSPECTOR I SH5EET I CITY OF CARLSBAD I SHEETS I 1---t---t----------------t---;---i---;-----i ENGINEERING DEPARTMENT 7 1----11---+----------------ir----r--t----t-----i 1----11----f-----------------lr---+--t----t-----t IMPROVEMENT PLAN FOR: 01 /22/14 NJS DA TE INITIAL ENGINEER OF WORK REVISE a• WATER MAIN AND FIRE HYDRANT &, AllERNAlE POINT Of CONNECTION USEO CAUSING CHANGES TD MAIN AND HYDRANT LOCATIONS TIH REVISION DESCRIPTION DA TE INITlAL DA TE INITIAL O'l'H!R APPROVAL CITY APPROVAL ALPS INNOVATION HOTELS OWN BY:·~ CHKD BY::s.JJ/:::,__ RVWD BY: SEWER LATERAIB GLEN K. - PE 41204 EXPIRES 3 PROJECT NO. DRAWING NO. MS 12-02 478-3 l ' ' ' 1 '. .1 "' . I .1 J\~ .. /Q3J014_ / ! . I ~ 0 U1 :E 0 G) """" .i:i,. -...J -...J 00 I w I ' ' I ~i"" . . .., . ~'-----~l----4~15'---+-------1------+------t---1 ·----l--------l-'---------1--------+-------+-------+-------t--------,~----;;,... . ' . ====~==2:.~==--l---------+--------+--------+-------~f--------t---------t-------,----===~es -::::t-----~"'~-1---------+--------t--------+--------t----. ----1--------+--------t-------+---------4-------+--------t--------i--------i----==·==i,,~@J> "' c:i:: ~,.,. n::.===i======+==-----l------..:._1------i----------t-------t-------t-----:.,,.~~=---i,,---i·1====j:===:.!~,o--1-------l'---------+-------t---11 . - -1---------1--------+--------t--------t----------j----,··'80/:0SEO RM ,HEO GRADE 0 1£ OF RRE H'tDRANT UNE \ 407.16 TP ~ ·--, ·--ICVIST/N!LGRADU 1£ OF RRE H'tDRANT WE\ " \ Dj \ G:i \ l': \ ;,, \ ~- " .195 " !',i G . "i ---1------+------+-.190 @ V J85 V ~ .... cl.. Ii ~t ~ 1; ~c:i:: it~ '-'"' <.o V, 1+00 SEE SHEET 4 PRORLE· RRE HYDRANT ASSEMBLY i1' SCA/£• 1•=5• HORZ. 1"=5' l,fl?T. u . i ~--=.:--1--+' ( ~ ~ ~~ i / · I I I STA 6+91.JT IYll? MAIN i1 = " J I /STA 1+00.00 F.H. A.S:S-Y :.t' '- c:i:: RRE HYDRANT ASSEMBLY O 82.29' LT ..,,,..-7PV8l/C m.!4 , i1 'P'. T TO CMIID 1-EA~T.B. f5 ------,,,"''---'fffU'ARCEl UAP NO. 12· 02 1+00 _ 1-EA~2" B.a / --RRE HI 'RANT ASSEMBLY :.t• ~ . ;t·>- I ~ j ~~ "'.,; I I SEE SHEET 4 .~~- MY REGISTRA llON EXP/1/cS 9-JD-15 1+50 ' 1+50 ' ' . I I ' j I ~ Cij I I I ;:,. '-i r ,i M [EGA. ENGINEERING CONSULTANTS 9517 GROSSMONT SUMMIT DRIVE LA MESA, CAUFORNIA 91941 PH:(619) 741-9456 FAX:(619) 664-4291 ' ).. ffl "'< .... I ,~ ~ ~ •• EX SY.'( . ~ £ j i ~ ~ 1:5 (3 ts ~ t:; ~ ~ .... -~ ~ lq "' I I I SCALE: 1" = 5' t[-llfl i __ . < ► c;_ct l 0 5 j 10 THRUST BLOCK f T.8.) DA TA TABLE NO. TYPE AREA REMARKS 5 e•xs•x6" -TEE 5.0 SF PER ENGINEERS CALCVLA TIONS 6 6"-90" BEND 15A SF PER CMIID W-15 &-W-19 1 6"-22.5' BEND 2.0SF PER ENGINEERS CALCVLA TIONS 8 6"-12.5" BEND I.I SF PER ENGINEERS CALCVLA T/ONS ANCHOR BLOCK 'A.8. l DATA TABLE NO. TYPE VOLUME REMARKS 1 6"-9.25• V-BEND 11AT CF PER ENGINEERS CALCVLA T/ONS 2 6"-25.16' V-BEND JT.56 CF PER ENGINEERS CALCVUT/ONS NOTE: ALL ANCHOR BLOCKS MUST INCLUDE AS A MIN. 2 /4 STrn. REINFORCING BARS l',171-1 2" MIN. CONCRETE EMBEDMENT AS DIRECTED BY THE AGENC'fS ENGINEER TO ASSURE SECURE ATTACHMENT TO THE t,,rRnCAL BEND "AS BUil T" ti.(µ 14,,A, 1/4~-/6 P.E.>0 ?4£/r.;P. 'l--?~-/7 DATE REZ::VI: BY: , /J __ , a (le,.. 1-z1~..,1,~ !~SPECTOR ... ~DATE I SH6EET I CITY OF CARI..'3BAD I SHEETS I 1---1----1-----------------1:--+--t----t---i ENGINEERING DEPARTMENT 7 l----1----1-------------+---+--t--,~--i IMPROVEMENT PLAN FOR: ALPS INNOVATION HOTELS. FIRE HYDRANT APPROVED:/// _ / ••✓, ,/ GLEN K. VA~ P ,SKI 4?U,,: 1( , II /,z7., ,,;z 1---4---1----------------t---+-~t---;---; ENGINEER!NQ MANAGER PE 41204 EXPIRES 3/3{/1'( DATE OWN BY: °]ii ' PROJECT NO. DRAWING NO. CHKD BY: . w '11'$ 12-02 478-3 RVWD BY: m. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL O11-IER APPROVAL OTY APPROVAL AS-BU/t..T I / ~ i J ' ! ---------. ----- " 9 J.. ' - •· SCA/£: I• = 20' ~ r I r ' j I ' I 0 10 20 40 \ .£~-~ ANDRE:W J.KANNR.C.E.50940 MY REGf5TRA TTON EJ<P/RES 9-J0-15 I I I I I COLT PllACE ~"-ir /M[EGA. ENGtNEERIN8 CO,lSULTANTS 9517 GROSSMONT SUMMIT DRIVE LA MESA, CALJFORNIA 9/94/ PH:(619) 74/-9456 FAX:(619) 664-4291 □ I I DATE I SH7EET I CITY OF CARLSBAD I SHEETS I l---+--t--------------7---j----t--1-1 ENGINEERING DEPARTMENT 7 l----+--+-------------j---,---.----1--. 1---+--t---------------t---t----t---t--1 IMPROVEMENT PLAN FOR: ALPS INNOVATION HOTELS RECLAIMED WATER LATERAIS APPROVED: Y. ~~~=. ~LE~ K. ;1z;1~KI 1---+--t---------------j:---t----t---t---. ENGINEERlrfG MANAGER PE 41204 EXPIRES 3 3 1~TE l-~=-1-~,.,..,--1---------------j~;;-+,=:;--t-;;-;~-t;;=;-I OWN BY: JlM DAlE INITIAL f-C.DA'-"lE"-,_l;_cNl.;,;;TlA.;;:L4-_oA_lE___,._1N_m_A_L-I CHKD BY: -'::r.=ri: __ 1 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. J..IS 12-02 DRAWING NO. 478-3 \ , 120913 ,