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HomeMy WebLinkAboutDWG 483-1; CT 12-03; 201 WALNUT TOWNHOMES; 01-05GENERAL 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- 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 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 1./fNfM/IM AMQIINT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-• OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GWDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WI THIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRFCONSIBUCTION MITT/NG SHAil BE HF/ D AT THE 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 BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION 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 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 CONFORM TO LABOR CODE SECTION 6705 BY SUBMJmNG 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 CA V/NG GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA TION 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 £STAB/ ISHFD BY THE CONSTRUCTION SAEETY ORDERS TIT/ E 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPFRA TIONS WIii CEA SE IMMEQIA ID Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. 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 SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTT:; 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 SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL TIME WARNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD (STREEST & STORM DRAIN) *CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) *SAN 0/EGUITO WATER DISTRICT *LEUCADIA WASTEWATER DISTRICT *VALLECITOS WATER DISTRICT *OLIVENHAIN WATER DISTRICT *BUENA SAN/TA TION DISTRICT • AS APPROPRIATE 800 422-4133 800 660-7343 800 892-0123 760 438-7741 760 806-9809 760 434-2980 (760 438-2722 (760 633-2650 (760 753-0155 (760 744-0460 (760 753-6466 (760 726-1340 STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL 8£ DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRING/PALLY 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 MINIMUM 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-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL 8£ INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. 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. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, •· .. CALIFORNIA ADMIN/STRA Tl VE CODE. 6. STREET TREES SHALL 8£ INSTALLED PER SECTION IV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL AND LOCAL RESIDENTIAL STREET STANDARDS. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M/9. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. CMWD WATER NOTES 1. WATER Iii RECYCLED WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 Iii 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOT/FICA TION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION 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 THE CITY OF CARLSBAD'$ DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS ' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCT /ON BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. 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. ND TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTI.A'iES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REGUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHCDIC PROTECTION, IF DEVELOPER/OWNER COMJUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER. THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. B. THE EXACT HCRIZONTAL AND VERTICAL ALIGNMENT ANO 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 POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 1711 X 30 J1 X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS ANO SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 13. 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 STA TE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. C900. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PA VEME:NT MARKINGS SHALL CONFORM TO THE: CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA '$ MUTCD 2003 REVISION /, AS AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK 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 TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL 8£ RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION/, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL 8£ MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS 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 RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-J OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OMI-J OBJECT MARKER SHALL BE 12"X12" "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: PASCO LARET SUITER & ASSOC/A TES ADDRESS: 535 N. HWY. 101 CITY, ST.: SOLANA BE;ACH CA 92075 TELEPHOP':3858) 259-8212 BY: 7 •· O~...__,/)~~~-----DATE: _i~·~l,_-1~ __ _ rBRIAN ARDOLINO) REGISTRATION EXPIRATION DATE: 12/31/1! :t 't R.C.E. NO.: 71651 LEGAL DESCRIPTION PARCEL 1: A PORTION OF THUM LANDS, TRACT 216, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. ACCORDING TO MAP THEREOF NO. 1681, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 9, 1915. TOGETHER WITH THOSE PORTIONS OF WALNUT AVENUE AND LINCOLN STREET VACATED BY RESOLUTION NO. 96-59. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD. A CERTIFIED COPY RECORDED APRIL 2, 1996 AS FILE NO. 1996-0163578 OF OFFICIAL RECORDS, ALL AS SET FORTH IN THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED APRIL 18. 2007 AS FILE NO. 2007-0261639 OF OFFICIAL RECORDS PARCEL 2: A PORTION OF THUM LANDS, TRACT 216. IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1681, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 9, 1915, AS SET FORTH IN THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED APRIL 18. 2007. AS FILE NO. 2007-0261640 OF OFFICIAL RECORDS PARCEL 3: A PORTION OF THUM LANDS, TRACT 216, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1681, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. DECEMBER 9, 1915. TOGETHER WITH THOSE PORTIONS OF WALNUT AVENUE AND LINCOLN STREET VACATED BY RESOLUTION NO. 96-59, A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD. A CERTIFIED COPY RECORDED APRIL 2. 1996 AS FILE NO. 1996-0163578 OF OFFICIAL RECORDS. ALL AS SET FORTH IN THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED APRIL 18, 2007 AS FILE NO. 2007-0261641 OF OFFICIAL RECORDS No. 71651 xp. 12/31/ 15 CIVl\.. DEVELOPER 201 WALNUT, LLC 17828 V/LLAMOURA DRIVE POWAY, CA 92064 PHONE (760) 802-4888 SOURCE OF TOPOGRAPHY AERIAL TOPOGRAPHY OBTAINED FROM TOWILL SURVEYING DA TED MARCH 22, 2007 & FIELD METHODS OBTAINED VICINITY BY PASCO LARET SUITER & ASSOC/A TES DA TED FEBRUARY 17, 2012 PROJECT LOCATION MAP THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 204 131-01. 02. & OJ THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 358 E 1659 BENCH MARK DESCRIPTION: STANDARD BRASS DISC STAMPED ·oc 155 1968" LOCA nON: TOP OF A CONCRElE RAILROAD SIGNAL BASE AT THE VifSlERL Y ORNER IMPROVEMENT PLAN(S) WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS 4. CITY OF CARLSBAD RESOLUTION NO. PC 6978-6980 DA TED JUNE 5, 2013 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY HETHERINGTON ENGINEERING INC. DA TED JULY 26, 2007 & UPDATE REPORT DA TED NOV JO, 2012 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED N.i!J _______ . 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED ~N~I._A _____ _ 10. STORMWATER POLLUTION PREVENTION PLAN'(SWPPP) TIER 2 PREPARED BY PASCO LARET SUITER & ASSOC/A TES DA TED JULY 28, 2014 WD/D NO. NIA , SW 14-185 11. STORM WATER MANAGEMENT PLAN PREPARED BY PASCO LARET SUITER & ASSOCIATES DA TED _ JUt/_1;_2,__2014 , SWMP 14-08 ' 12. CALIFORNIA STORM WATER QUALITY ASSOC/AT/ON BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SI TE BMP MANUAL .DESCRIPTION EXISTING RIGHT-OF-WAY PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY CENTERLINE EXISTING EDGE OF PAVEMENT EXISTING SEWER EXISTING WATER EXISTING SEWER MANHOLE EXISTING FENCE EXISTING CURB LEGEND DWG. NO. SYMBOL ------ ---S,---S-- ---w,----""O 0 -x---x- QUANTITY EXISTING FIRE HYDRANT ASSE/.IBL Y SEWER LATERAL 2" WATER SERVICE W-12 W-7 W-4 ~~---2 ----□.1---~ 2 1 6" PCC CURB AND GUTTER 4 " AC OVER 6" CLASS II AB PROP. CONTOURS SAWCUT LINE FLOWLINE/ DRAINAGE DIRECTION STREET LIGHT (5500 PUPIL LUMEN HEI) SIOEWALK SDRSO G-1 SDRSD HE-1, HE-2 f¾P~/4¾1 ----,~i---- =--3:t I . . .4 ; . s/ ·_;1_ • 57B LF 4,600 SF 622 LF 4 3,220 SF 1 0.55 1,//. NORTH ALONG CARLS/JAD BLv!J. FRO/,/ INT. W CARLSBAD ',1LLAGE DRIVE DETECTOR CHECK VAL VE ASSEMBLY 3/ 4" BACKFLOW PREVENTOR SDRSD G-7 W-22 W-20 ·~ liii.:l -{!1E}- ELEVATION: 20.044 DATUM: NAVO 29 REFERENCE DRAWINGS MAP 1681 CARLSBAD DWG. NO. 401-2 CARLSBAD DWG. NO. 245-4 CARLSBAD DWG. NO. 118-9 BASIS OF BEARINGS THE BASIS OF BEARING FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM 1983,ZONE 6, 1991.35 EPOCH.NORTH AMERICAN DATUM OF 1983 (NAD8J),GRID BEARINGS BETWEEN STATION 147 AND STATION 152 AS SAID COORD/NA TES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY MAP NO. 17271,FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBUARY 8,2002. IE: N04'55'39"W REFERENCED BEARINGS FROM OTHER DOCUMENTS/ DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION 147 IS 0.99993947 GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR POWER POLE THRUST BLOCK PEDESTRIAN RAMP TRENCH RESURFACING 6" FIRE SERVICE 5/8" IRRIGATION SERVICE Iii VALVE BOX ASSEMBLY, 6" GATE VALVE SIDEWALK UNDER DRAIN W-15 SORSD G-27, G-30, G-32A, G-328 GS-26, GS-27, GS-28 W-4, W-16, W-13 D-27 DRIVEWAY APPROACH PER SDRSD G-148 DWG. 483-1 PROPOSED RETAINING WALL PER DWG 483-1 A PROPOSED FENCE PER DWG 483-IL HATCH REPRESENTS BIORETENTION BMP AREA NOT TO BE MODIFIED WITHOUT THE PERMSSJON OF THE C/'/Y PER DWG 48J-1A HATCH REPRESENTS PERVIOUS PAVER$ PER OWG 48J-1A HATCH REPRESENTS PCC PAVING PER DWG 48J·-1A -e- f-<,--(0 □ CD /1 4" PVC PIPE FOR DRAINAGE CONVEYANCE PER owe 483-IA -·------ PERFORATED 4" PVC PIPE FOR --------· 100 YR PEAK STORM MITIGATION PER DWG 48J-1A ,' 4" PVC CONNECTOR PIPE PER DWG 48J-1A SIDEWALK UNDER DRAIN PER owe 483-IA Tl£ GUANTITIES LISTED ABOVE ARE PROVIDED FOR REFERENCE ONLY AND 00 NOT RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE GUANTITIES AND COSTS ASSOC IA TED WITH THE IMPROVEMENTS REGUIRED FOR THIS PROJECT. *AS MODIFIED BY CITY STANDARDS CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS BLDG. PRINKLED ~NO 1,500 _1_F,H.(S). F.FLOW 2,000 G.P.M. ~l /J -1-q .2~-5 FIR' MAR H'lL •pt------~D~A~TE~~-REVIEWE~ ~- INSPECTOR 1 1 2 122 LF 1 1 6 312 SF DATE ' --t-----t-------------+--+---+---,----1 I SH1EET I CITY OF CARLSBAD I SHSEETS I ~ ENGINEERING DEPARTMENT :==::'....::::=========::'....::::== IMPROVEMENT PLANS FOR: 201 WALNUT TOWNHOMES CDP 12-17/PUD 12-06 (TITLE SHEET) JASON S. GELDERT 7:,z.9,,5 E".'"N:-:G:-:IN-;EE=-:R-;IN~M,i,A..!N:;:,A"'-GE<::>R,_.P::'E~63:"9~12~EX-:::P-:::IR-:::ES:--:9-;3:-:0-;:-:--16 DATE 2. z1,. /<R 5HA DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 1.. DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL BMA -i:=_ I PROJECT NO. I DRAWING NO. ~~~g ~~; ~ . 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