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HomeMy WebLinkAboutLot 36, 37 Precise Grading N I T� HOPRECISE GRADING PLAN LOTS 36 AND 37 OF TRACT 25004SITE NO• � l yip � GRADING _NOTES ' CITY OE TEMECULA, CALIFORNIA 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION do SEDIMENT CONTROL ORDINANCE NO. 04--04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES TEMPORARY SALES TRAILER SITE GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. y PA 04-0549 s 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X DRAINAGE SWALES SHALL BE A qy MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TDP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN PER FOOT FOR A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. I 4. PROVIDE, AS APPICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE LOT 38 GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE I 0 PAD 1240.4 I ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. Q ADA ACCESSIBLE RESTROOM 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, O PER LANDSCAPE PLAN OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO C L001 N89'30 47 W N89.30 47 W SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 1 73.00' 71.00 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT A 2:1 SLOPE 2:1 SLOPE WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING o 33' W PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION N AND LOCATION OF CUT/FILL SLOPES. II Q< W - VICINITY MAP 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. I = �, `�' 12111,20/ WOODEN FENCE NO SCALE (� g I PER LANDSCAPE 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS z A` PLAN INVESTIGATION BY GEOCON, INC. DATED JULY 2, 2003. TWO SETS OF THE FINAL COMPACTION REPORT Qiq 1 I SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE LJ I L T 37 5'. g � LOT 36 RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. (n PAD = 1230.2 PAD = 1231.4 ir 1 C4 11 -0I 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE 1 2wR N REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO 1 4' �- BUILDING PERMIT CLEARANCE FOR EACH LOT. - S PAVING NOTES ' PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 1 �m I 1. MINIMUM PARKING LOT GRADE SHALL BE 1 .00% I4� 1.0% I ©0 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO 2 K M w PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE, 2• MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. 12 W N� I 9 71 I M L4 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE APPLICABLE, 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE GROUNDCOVER TREES SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH CITY CODES PRIOR TO SURFACES PRIOR TO PLACEMENT OF PAVING. �I 1 1 g z THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT 4. ASPHALTIC EMULSION FOG SEAL SHALL BE APPLIED NOT LESS THAN RAMP PER ON SYSTEMS WITH BACKFLOW PERVENTION DEVICES PER THE U.P.C. ( ) I I IRRIGATI S 5TE S FOURTEEN (14 DAYS) FOLLOWING PLACEMENT OF THE ASPHALT 1 0 ® TRAILER PLAN SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER t .4 WOODEN FENCE TOPOGRAPHY 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF I I WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 1 � PER LANDSCAPE WHICH FILL IS TO BE PLACED THE TERRAIN MUST BE CLEARED KEYED AND BENCHED INTO FIRM NATURAL 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. ti� PLAN TOPOGRAPHIC INFORMATION SHOWN HEREON IS TAKEN. �FPCIM 7 1 APPROVED ROUGH GRADING, STORM DRAIN, AND STREET SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA I NEW SIDEWALK I IMPROVEMENT PLANS FOR TRACT NO. 25004 APPROVE PLACEMENT OF FILL. DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR 1 3 ' � " 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. ALL WORK WITHIN CITY RIGHT--OF-WAY. N89.30'47"W 59.00 •• � LEGAL DESCRIPTION PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF 12 11 SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. PUBLIC WORKS, ONE INSPECTION AT SUB-GRADE COMPLETION, AT BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT PAVING. LOTS 36 AND 37 OF TRACT NO. 25004 RECORDED IN BOOK 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 1 1 345, PAGES 20 THROUGH 25 OF MAPS, RECORDS OF RIVERSIDE 7• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE 1 7 C COUNTY, CALIFORNIA 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) SHALL BE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. OF CONSTRUCTION AT (909) 694--6411. _ SOILS ENGINEER 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN PERCENT COMPACTION OF BASE PRIOR TOCALL SECOND INSPECTION �- GEOCON INCORPORATED SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH REPECT TO ADJACENT GROUND SURFACE IS REQUIRED, AND A PLACEMENT OF ASPHALT PAVING. SONIA LANE 43280 BUSINESS PARK DRIVE SUITE 108 THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE TEMECULA, CA 92590 SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER - 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN 909-587 8169 PHONE CITY OF TEMECULA GRADING, EROSION do SEDIMENT CONTROL ORDINANCE NO. 04--04 THROUGHOUT THE CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. 909--676-9860 FAX DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR FIRE HYDRANT OWNER /DEVELOPER: 18 EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO OBSTRUCTION TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY LOT 1 LOT 2 I DESIGN MANUAL AND UTILIZE THE R VALUE METHOD. THE R VALUE TESTS BRIAN FREEMAN SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST N0. 301 AND SHALL PAD = 1230.0 PAD = 1231.4 KB HOME COASTAL, INC. 19 ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. BE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS 26201 YNEZ RD. SUITE 104 OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF TEMECULA, CA 92591 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC PUBLIC WORKS. 909-587-3310 PHONE RIGHT-OF-WAY. 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 0 20 40 60 909--506-1722 FAX 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 203-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2--AR-4000. CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES THE CITY ENGINEER FOR REVIEW AND APPROVAL. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN ACONSTRUC110INBENCHMARK: BASE COURSE OF B-AR--4000, A MINIMUM THICKNESS OF 2 INCHES. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES 12. TWO SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING CONCRETE DRIVEWAY PER C.O.T. STD. NO. 207 180 SF FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED AND SAFETY PRIOR TO ANY PAVING IN DISABLED PARKING AREAS OR 2 3" ASPHALT PAVING OVER 80 TONS COUN'T'Y OF RIVERSIDE B.M. NO. T-46---81 RESET 1997 SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR PATHS OF TRAVEL AND ONE INSPECTION AFTER ALL PAVING HAS BEEN 4" CRUSHED AGGREGATE BASE 53 CY FROM THE INT, OF RANCHO CALIF. RD. AND FRONT ST. OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR PLACED IN DISABLED PARKING AREAS OR PATHS OF TRAVEL. 1 .7 MI NW ON FRONT ST./JEFFERSON AVE. TO THE INT. GRADING. O3 CONCRETE SIDEWALK PER C.D.T. STD. N0. 400 do 401 655 SF OF JEFFERSON AND WINCHESTER (HWY. 79), 2.0 MI. NE ON WINCHESTER RD. (HWY. 79) TO A BRIDGE OVER THE SANTA GERTRUDIS CREEK, 55.5' E'LY OF THE C.L. OF EARTHWQRK QUAN1111M WINCHESTER RD. AT SE'LY COR BRIDGE OVER SANTA CUT/FILL 100 CY GERTRUDIS CREEK 4.5' N'LY OF S'LY SIDE OF CREEK. ELEVATION: 1097.163 SITE ADDRESS PRIVATE ENGINEER'S NOTICE M BE GgNEACTOR., 30878 SONIA LANE, TEMECULA, CA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR Medofer Engineering, Inc. STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO BUILDING AND SAFETY 28610 Midsummer Lane EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED Menifee, CA 92584 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO ACCESSIBILITY ONLY PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 909--816--5830/951-301--6792 fax NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION PA04-0549 medofer-eng0comcast.net OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. APPROVED BY: WDID# 9 33C322766 LD04- 270GR NAM DATE Underground Service Alert CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. g SCALE QRoFESs�oN� AT DEPARTMENT OF PUBLIC WORKS o RECOMMENDED BY. DATE: CITYOF TEMECULA ���,G��E� A. M fQo!may M.A.M. M.A.M. M.A.M. Coll: TOLL FREE Contractor Horizontal y � Plans Prepared Under Supervision 01 y /! SEE ABOVE = 20 rn ACCEPTED BY: DATE. LOTS 36 AND 37 OF TRACT NO. 25004 1 -800 No. 47604 r Date. RONALD J. PARKS Inspector DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN Vertical ,* EXP. 12-31-05 * MICHA L A• MEDOF ::A':.5' �,., , 22?-•2600 s c �� Date Completed r�Tf IVi`F 47604 12/31/05 r TEMPORARY SALES TRAILER SITE NA of CA \ R.C.E. No. Expires R.C.E. No. 19744 Expires .,._ 9Z30Zo5 rlob0 Sheet 1 of 2 TWO WORKING DAYS BEFORE YOU DIG '"� PA 04-0549 FIRE DEPARTMENT NOT FIRE DEPARTMENT NOTES cont. 1. ALL CODE REFERENCES ARE TO BE IN COMPLIANCE WITH THE HEALTH do SAFETY CODE (HSC) SECTION 13145, 19. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE OR COMBUSTIBLE CALIFORNIA FIRE CODE, CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19; TITLE 24, 2001 EDITION: GASES, OR ANY OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH CALIFORNIA FIRE CODE REGULATIONS. PART 1, CALIFORNIA ADMINISTRATION CODE (CAC) THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE TEMECULA FIRE PART 2, CALIFORNIA BUILDING CODE (CBC) DEPARTMENT PRIOR TO ANY MATERIALS BEING STORED, OR USED ON SITE. A SEPARATE PLAN SUBMITTAL IS PART 3, CALIFORNIA ELECTRICAL CODE (CEC) REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS (CFC, ARTICLE 79 & 80). PART 4, CALIFORNIA MECHANICAL CODE (CMC) 20. ALL BUILDINGS SHALL BE APPROVED FOR HIGH-PILED STORAGE MATERIALS IN CLOSELY PACKED PILES OR PART 5, CALIFORNIA PLUMBING CODE (CPC) ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE EXCEEDS 12 FEET IN HEIGHT 6 FEET FOR GR PART 5, CALIFORNIA ELEVATOR CODE (CELVC) OUP PART 9, CALIFORNIA FIRE CODE (CFC) A PLASTICS AND CERTAIN OTHER HAZARDOUS COMMODITIES) OR AEROSOL PRODUCTS. HIGH-PILED AND AEROSOL STOCK SHALL BE APPROVED BY THE CITY OF TEMECULA FIRE DEPT. PRIOR TO MATERIALS BEING 2. FIRE DEPARTMENT INSPECTIONS ARE REQUIRED. SCHEDULE ALL INSPECTIONS 2 DAYS IN ADVANCE. PHONE STORED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH-PILED STORAGE OR AEROSOL (951) 308--6363. STORAGE IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE, ARTICLES 81 AND 88 (CFC, ART. 81, 88). 3. A DETAILED LETTER CLEARLY IDENTIFYING ALL INTENDED USE(S) AND OPERATION(S) OF THE STRUCTURE(S) 21 COMMERCIAL AND INDUSTRIAL OCCUPANCIES, SPECULATIVE USE BUILDINGS (SPEC BUILDINGS) WITH POTENTIAL SHALL BE PROVIDED TO THE FIRE DEPARTMENT ALONG WITH THE SUBMITTALS FOR REVIEW. FOR HIGH--PILED STORAGE (HPS) AND/OR WHEREIN NO SPECIFIC USE HAS BEEN IDENTIFIED AT TIME OF PLAN REVIEW SUBMITTALS, THE FIRE SPRINKLER DESIGN DENSITY SHALL BE A MINIMUM DENSITY OF .45 4. WHEN THE PROJECT INVOLVES THE CONSTRUCTION OF A NEW STRUCTURE OR AN ADDITION TO AN EXISTING GPM/SQUARE FOOT FOR A 2,000 SQUARE FOOT DESIGN AREA. FIRE SPRINKLER HEADS SHALL BE 268-F FOR STRUCTURE, PLANS AND DOCUMENTS FOR FIRE ACCESS, FIRE HYDRANT LOCATIONS, WATER AVAILABILITY, AND THESE BUILDING AREAS (NFPA13). FIRE LANE MARKINGS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT PRIOR TO THE APPROVAL OF ARCHITECTURAL PLANS. A CITY OF TEMECULA APPROVED SITE PLAN SHALL BE SUBMITTED ALONG WITH THE 22. AN AUTOMATIC EXTINGUISHING SYSTEM(S) SHALL BE PROVIDED TO COMMERCIAL-TYPE FOOD HEATING AND ARCHITECTURAL PLAN SUBMITTAL(S). PROCESSING EQUIPMENT THAT PRODUCES GREASE--LADEN VAPORS. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR INSTALLATION OF THE SYSTEM AND SHALL BE IN ACCORDANCE WITH CFC, ART. 10, NEPA 17A, 5. THIS PLAN REVIEW OR APPROVAL ENCOMPASSES THE BUILDING, GRADING, AND LANDSCAPING PLANS ONLY. AND 96 (CFC, ART. 10). FIRE SPRINKLER SYSTEM(S), ALARM SYSTEM(S), UNDERGROUND FIRE LINE(S) OR ANY OTHER FIRE PROTECTION SYSTEM OR REQUIRED FIRE DEPARTMENT PERMIT(S), REQUIRES A SEPARATE PLAN SUBMITTAL AND ARE NOT 23 ALL GAS AND ELECTRICAL POWER UNDER COOKING HOOD(S) SHALL SHUT DOWN UPON ACTUATION OF THE ENCOMPASSED IN THIS PLAN REVIEW OR APPROVAL. HOOD FIRE SUPRESSION SYSTEM. 6. ALL WEATHER ACCESS ROADS SHALL BE APPROVED BY TEMECULA FIRE DEPARTMENT AND IN PLACE PRIOR 24. PROVIDE ILLUMINATED EXIT SIGNS AT ALL EXITS AND THROUGHOUT THE BUILDING TO PROVIDED CLEAR TO ANY COMBUSTIBLE MATERIALS PLACED ONSITE. ACCESS ROADS SHALL BE MAINTAINED CLEAR OF DIRECTION TO THE BUILDING EXITS (CBC 1003.2.8). ALL EXIT SIGNS SHALL HAVE EMERGENCY POWER WHEN OBSTRUCTIONS (CFC, ART. 9). TWO OR MORE EXITS ARE REQUIRED PER CBC 1003.2.8.5; CEC 700. 7. ACCESS SHALL BE IN COMPLIANCE WITH CALIFORNIA FIRE CODE (CFC), SECTION 902, AND TEMECULA CITY 25 AN EMERGENCY MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED THROUGHOUT UALL U AREAS OF GUIDELINES. A SEPARATE PLAN SUBMITTAL AND APPROVAL BY THE FIRE DEPARTMENT IS REQUIRED PRIOR THE BUILDING. A MINIMUM OF 1-FOOT CANDLE OF ILLUMINATION SHALL BE PROVIDED AT THE FLOOR LEVEL TO CONSTRUCTION. (CBC 1003.2.9). ALL EMERGENCY MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED WITH EMERGENCY SECONDARY POWER WHEN MEANS OF EGRESS SYSTEM SERVES AN OCCUPANT LOAD OF 100 OR MORE AS 8. PROVIDE 12-INCH ADDRESS NUMERALS ON THE STREET ADDRESS SIDE OF THE BUILDING. ADDRESS REQUIRED PER CBC 1003.2.9.2; CEC 700. NUMERALS SHALL BE A COLOR CONTRACTING TO THE BACKGROUND. ADDRESS SHALL BE LOCATED SO THEY ARE CLEARLY VISIBLE FROM THE MAIN FRIE DEPARTMENT ACCESS. 26. HVAC UNIT Q$ SYSTEM > 2000 CFM SHALL HAVE AUTOMATIC SMOKE DUCT--DETECTORS INSTALLED AND CONNECTED TO THE BUILDING FIRE ALARM SYSTEM (CMC SEC. 608). 9. PROVIDE 6-INCH ADDRESS NUMERALS ON EACH SUITE(S) OR UNIT(S) FRONT AND REAR DOORS. NUMERALS 27. ALL DUCT SMOKE DETECTORS INSTALLED IN HVAC SYSTEMS LOCATED IN SHALL BE A COLOR CONTRASTING TO THE BACKGROUND. - IQ RECEIVE IHEIEL213IMARY EQffR FROM IHE FIRE ALAN SYSTEM AND NOT THE BUILDING OR HVAC 10. PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION, DETECTION, ALARM OR MONITORING POWER (TFPB POLICY 10--02). SYSTEM(S) SHALL BE APPROVED BY THE TEMECULA FIRE DEPARTMENT PRIOR TO INSTALLATION OR 28. PROVIDE VELOCITY CALCULATIONS FOR EACH DUCT DETECTOR LOCATION INSTALLED. MODIFICATION. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY WORK S ALLED. THE CALCULATION IS TO (CFC, ARTICLE 10). INCLUDE THE DUCT SIZE AT POINT OF INSTALLATION, CFM OF THE AIR--HANDLER, AND VLEOCITY FOR ALL MODES OF OPERATION INCLUDING ECONOMIZER MODE (NFPA 72--5-11.6.6). 11. IF ADDITIONS OF WALLS AND/OR OTHER TENANT IMPROVEMENTS OBSTRUCT OR EFFECT COVERAGE OR 29. PROVIDE REMOTE LED ANNUNCIATORS AND REMOTE TEST STATION FOR EACH DUCT DETECTOR LOCATED PERFORMANCE OF THE FIRE SPRINKLER SYSTEM AND/OR IF ANY MODIFICATIONS TO THE FIRE SPRINKLER ANNUNCIATOR(S) SYSTEM IS NECESSARY, FIRE SPRINKLER TENANT IMPROVEMENT PLANS SHALL BE SUBMITTED TO THE CITY OF ABOVE THE CEILING AND BELOW THE ROOF (NFPA 72-11.6.4). TEMECULA FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION OR ALTERATIONS (NFPA 13). 30. ALL ROOF OR EXTERIOR MOUNTED DUCT-SMOKE DETECTORS SHALL BE LISTED AS AN EXTERIOR ASSEMBLY 12. ALL FIRE SPRINKLER SYSTEMS ARE REQUIRED TO BE MONITORED AT A CENTRAL, REMOTE OR PROPRIETARY PER U.L. AND CSFM. STATION. FIRE ALARM SYSTEM(S) SHALL BE PROVIDED AND PLANS SUBMITTED TO THE CITY OF TEMECULA 31. ACTUATION OF SMOKE/FIRE DAMPERS AND FIRE-RATED DOOR ASSEMBLIES WITH MAGNETIC HOLDERS SHALL FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION (CITY ORD.). COMPLY WITH CBC 713.10, 905.9.3(4) FOR PASSIVE SMOKE CONTROL SYSTEMS. 13. ASSEMBLY OCCUPANCIES SHALL POST A "MAXIMUM OCCUPANT LOAD OF ____ PERSONS", SIGN NEAR THE MAIN EXIT FROM EACH ROOM. 32. BUILDING ACCESS AND/OR GATE ACCESS IS REQUIRED. PROVIDE A KNOX BOX AT THE FOLLOWING LOCATION: ❑ BUILDING MAIN ENTRANCE 14. SIGNAGE ABOVE MAIN EXIT DOORS WITH ONE-INCH LETTERS IS TO READ, "THIS DOOR TO REMAIN UNLOCKED ❑ GATE(S) WHEN OCCUPIED" (CFC, ART. 1207). ❑ ELECTRICAL/MECHANICAL ROOMS ❑ LOCATIONS AS INDICATED 15. ALL EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR ❑ M.S.D.S. DOCUMENTS EFFORT. ALL "A" OCCUPANCY CLASSIFICATIONS SHALL BE PROVIDED WITH PANIC HARDWARE FOR THE EXIT DOORS (CFC, ART. 1207). 33. PROVIDE 1 2A 108C FIRE EXTINGUISHER, MOUNTED ON THE WALL NEXT TO THE EXIT. 16. PROVIDE FIRE-RATED HARDWARE IN ALL RATED ASSEMBLIES. 17, LOCATION(S) AND CLASSIFICATIN(S) OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19 AND CALIFORNIA FIRE CODE STANDARD 10-1 AND PLACEMENT IS SUBJECT TO THE FIRE INSPECTOR PRIOR TO FIRE CLEARANCE FOR THE CERTIFICATE OF OCCUPANCY TO BE ISSUED BY THE BUILDING DEPARTMENT (CFC, ARTICLE 10). 18. HAZARDOUS EQUIPMENT OR OPERATIONS (SPRAY BOOTHS, INDUSTRIAL OVENS, ETC.) SHALL BE APPROVED BY THE TEMECULA FIRE DEPARTMENT PRIOR TO INSTALLATION OR MODIFICATION. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY WORK (CFC, ARTICLE 10). Medofer Engineering, Inc. 28610 Midsummer Lane BUILDING AND SAFETY Menifee, CA 92584 REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED 909-816-5830/951-301-6792 fax ACCESSIBILITY ONLY m ed o fee-en g A�om c as t.n e>* PA04-0549 APPROVED BY: //Ay p WDID# 9 33C322766 LD04- 270GR NAM DATE Underground Service A I e rt CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: Designed B Drawn B Checked B SCALE oQao�EssioN� y Y y RECOMMENDED Drawing No. A. ,yF ! M.A.M. M.A.M. M.A.M. DED BY. DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Horizontal �� G �O�` �y Coll: TOLL FREE Contractor h rnA 0 Plans Prepo Under Supervision Of Z ACCEPTED BY: ATE: 1� ='F ��` 1 -800 SEE SHEET 1 N A W No. 47UK M LOTS 36 AND 37 OF TRACT NO. 25004 Inspector °� EXP. 12-31-05 Date: 2� RONALD J. PARKS 227-2600 Vertical * MICHA L A. MEDOF DEPUTY DIRECTOR OF PUBLIC WORKS _r;%' '. PRECISE GRADING PLAN Date Completed `rrfT C 1 V 1 V �,�� NA FOF CAL%f R.C.E. No. 47604 Expires 12/31/05 R.C.E. No. 19744TSALES TRAILER SITE TWO WORKING DAYS BEFORE YOU DIG Expires _9130/05 ��. WPORARYPA 04-0549 Sheet 2 of 2