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HomeMy WebLinkAboutTract Map 32169 Lot 17 Percise Grading - Models GRADING-NOTES: 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT QENMAL Igo TE PRECISE GRADING PLANS CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 - MODELS ARVE T N NEIGHBORHOOD 12 - H SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TDP HOURS PRIOR TO BEGINNING OF CONSTRUCTION. OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS T NO. 321C9 ��THAN " PER FOOT FOR A MINIMUM OF 3 FEET. PHONE: (951) 694-6411 TRAVIEW 1Califomia 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. Temecua, RD.IREMENTS OF THE CITY OF ' of 2. ALL WORK SHALL CONFORM WITH THE REQU TEMECULA PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND HARbE57CAV 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM SPECIFICATIONS, DATED NOVEMBER 1991, AND SUBSEQUENT AMENDMENTS. WAY FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO FROM THE TOP OF SLOPES. APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN J 79 ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, � i WE % 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY ,; 15 y PROJECT PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO r APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA S PUBLIC WORKSc� ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE OF DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH RIGHT-OF-WAY. �- THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION PROMENADE SHALL BE TO LINE GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. * _ L - 5. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS ( ) BE - ___= TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. t REQUIREMENTS. USE STANDARD N0. 401 IF EXPANSIVE SOILS ARE � ENCOUNTERED. (* INSERT "SHALL" FOR TRACTS AND PARCEL MAPS Q9 "MAY" 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY '7 �� SOILS INVESTIGATION BY LEIGHTON & ASSOCIATES DATED FEBRUARY 5i* 2003. TWO SETS OF THE FOR PERMIT CASES.) / �� _Z_ _ WCINMY FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH ,�, '� � N.T.S. SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS 6. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT O \\ BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR \\ 61 THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING 10 ` �.� , �= - LEGAL DESCRIPTION: 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 0 LOT 17 OF TRACT NO. 29639-2, IN THE CITY OF APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. ` 1 �� TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, 7. ALL FIRE SYSTEMS SHALL CONFORM TO THE 2001 CALIFORNIA FIRE CODE. �7 RECORDED I N BOOK 345 PAGE(S) 1 THROUGH 19 INCLUSI Vp PUBLIC WORKS DEPARTMENT PHONE. (951) 694--6411 \ 2 IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE A RD• i COUNTY. SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT ST c� 7 l% 10. CUT AND FILL SL PAVI NGV 0 P�� \ � �? -z- CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE 10 APN - 916-170-12, 18, 20 1. MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT. 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. NOTES; CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 3. AN APPROVED SOILS STERILIZER SHALL BE USED ON ALL SUBGRADE - SURFACES PRIOR TO PLACEMENT OF PAVING. 1. FOR ROUGH GRADING PLANS AND IMPROVEMENT PLANS, 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN SEE COUNTY OF RIVERSIDE DWG. N0. LD04-208GR AND TM CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN INDICATES MODELS 321 fig, RESPECTIVELY. TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALTKEY MAP UNDER THIS PERMIT ONLY 2. PVC STORM DRAIN (1 D" DIA. & SMALLER) IS SHOWN AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER IN SCHEMATIC. CONTRACTOR SHALL INSTALL PER ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 SCALE: 1 "=100' 100 0 50 100 200 300 MANUFACTURERS SPECIFICATIONS. AND 94 OF THE STATE STANDARD SPECIFICATIONS. 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE 3. FOR DETAILS OF PATIOS, STAIRS AND RAILINGS, SEE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF GRAPHIC SCALE ARCHITECTURAL PLANS BY DENNIS J. FLYNN ARCHITECTS. DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT OPERATIONS. PERMIT FOR ALL WORK WITHIN CITY RIGHT-OF-WAY. KEY MAP LEGEWI) 4. FOR FENCING /WALL LOCATIONS AND DETAILS, SEE BASIS OF BEARINGS LANDSCAPE ARCHITECTURAL PLANS BY HOWARD ASSOCIATES. 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 5. STORM DRAIN LINES SHOWN TO BE CONSTRUCTED PER 15. STABILITY CALCULATIONS WITH A FACTOR--OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) COMPLETION AND DURING PLACEMENT OF ASPHALT. SUBDIVISION BOUNDARY _ _ 32'21'28" EAST FOR A PORTION OF THE CENTERLINE OF THESE PLANS SHALL BE 4" SMOOTH WALLED RIGID PVC SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL BUILDING NUMBER BLDG. N0. 1 MARGARITA ROAD AS SHOWN ON A MAP OF TRACT N0. PIPE UNLESS OTHERWISE INDICATED. ALL STORM DRAIN 29639-2, MB 323/1-19. LINES SHALL HAVE A MINIMUM SLOPE OF 1 X. ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE STORM DRAIN PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING 6. PLANTING SHALL BE DESIGNED AND INSTALLED IN UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO SOILS ENGINEER 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF 1 STORM DRAIN STRUCTURE SUCH A WAY THAT IT DOES NOT OBSTRUCT OR ALTER BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH BEGINNING OF CONSTRUCTION AT (909) 694-6411. EXIST. STORM DRAIN DRAINAGE PATTERNS OR GRADING SHOW HEREON. RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT LEIGHTON AND ASSOCIATES, INC. 7. FINISH GRADE ADJACENT TO BUILDINGS SHALL BE 6" GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 41715 ENTERPRISE CIRCLE N., SUITE 103 GIVEN. PERCENT COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION TEMECULA, CA. 92590-5661 MINIMUM BELOW FINISH FLOOR SLABS AND A PLACEMENT OF ASPHALT PAVING. (951) 296-0530 8. STREET, CURB, do PAD ELEVATIONS ARE PER EXIST. PLANS do 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS STREET ADDRESS DATED: FEBRUARY 520PROJECT NO. 110231-006 SHOULD BE VERIFIED IN THE FIELD. IF ACTUAL ELEVATIONS VARY , OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO. 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE 03 FROM THOSE SHOWN NOTIFY THE ENGINEER OF WORK AT 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER BUILDING NUMBER UNIT NUMBER ADDRESS (619)641-5900. PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN 2 5 40325 ROSEWELL COURT CONSTRUC710N NOTES: 9. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. 1 CONSTRUCT PLANTER DRAIN PER DETAIL 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO 2 6 40319 ROSEWELL COURT 06/01/04 BY' DENNIS J. FLYNN ARCHITECTS. COURT ON SHEET 2. OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED 2 7 40313 ROSEWELL CO2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN 2 8 40307 ROSEWELL COURT 10. FINE GRADING AND SWALES SHALL BE INSTALLED TO AVOID 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO DAYS PRIOR TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL 2 9 40301 ROSEWELL COURT CONSTRUCT EXTENDED FOOTING PER DETAIL PONDING OF WATER AT MOW CURBS, HEADERS OR ANY OTHER COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF THE TEMPORARY TRAILER 28921 FRANKFORT LANE ON SHEET 2. OBSTRUCTIONS. CALTRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. Q CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A THE "R" VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH 5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE L TEMPORARY EARTH BERMS AT THE TOP OF SIDE AND REAR SLOPES, BETWEEN LOTS, SHALL BE REMOVED AT THE TIME OF PUBLIC RIGHT-OF-WAY. CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY A REGISTERED ARCHITECT PLANS. PRECISE GRADING. CIVIL ENGINEER. THE NUMBER AND LOCATIONS OF THESE TESTS SHALL © CONSTRUCT TYPE 1 WALL PER CITY OF TEMECULA 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. STANDARD PLANS. AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS R DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL CONFORM TO ALL PROVISIONS OF SECTION SEE SHEET 5. �7 CONSTRUCT TYPE 3 WALL PER CITY OF TEMECULA TOPD �'RAPHY DISCOVERED G Q 11. ASPHALT CONCRETE SHALL CO STANDARD PLANS. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 203-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS TOPOGRAPY USED IN THE PREPARATION OF THESE PLANS CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2-AR--4000. 08 CONSTRUCT 3" OVER NATIVE TEMPORARY A.C. WAS FROM SHOTS TAKEN BY LUNDSTROM AND ASSOCIATES 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES. PAVEMENT PARKING AREA. DATES SURVEYED 11-26-03 AND 12-01-03 CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN ENHANCED STAMPED CONCRETE PAVING PER LANDSCAPE PLANS. FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE A BASE COURSE OF B-AR-4000, A MINIMUM THICKNESS OF 2 INCHES. 1�0 CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES OWNER APPLICANT FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 12. TWO SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF CONSTRUCT 1" DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. WILLIAM LYON HOMES INC a BUILDING AND SAFETY PRIOR TO ANY PAVING IN DISABLED PARKING �2 CONSTRUCT TEMPORARY H.C. REST ROOM PER LANDSCAPE PLANS. 11800 STERLING AVENUE, SUITE A a AREAS OR PATHS OF TRAVEL AND ONE INSPECTION AFTER ALL PAVING 3 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF TEMECULA STD. 302. HAS BEEN PLACED IN DISABLED AREAS OR PATHS OF TRAVEL. Q RIVERSIDE, CA 92503 0 1 CONSTRUCT PARKING WHEEL STOPS. PH (951) 637-2260 i BUILDING AND SAFETY 1� PROVIDE (1) 2A 10 BC FIRE EXTINGUISHER INSIDE THE SALES OFFICE. FAX (951) 637-2251 One Ridgegate Drive,Suite 210 CONSTRUCT 4" PVC DRAIN LINE. Edo U rQ REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED - Temecula, CA 92590 ACCESSIBILITY ONLY CONSTRUCT fi» PVC DRAIN LINE. 4 LD 05-2-03 � N a -+ass c J J ociates Tel: 951.491.6690 Fax:951.491.6695 CONSTRUCT 8 PVC DRAIN LINE. �- - APPROVED BY. ! L v PLANNING I CIVIL ENGINEERING I LAND SURVEYING I NAME DATE CONSTRUCT 10 PVC DRAIN LINE. a y Drawing No. CONSTRUCTION RECORD DATE BY REVISIONS ACC"D DATE BENCH MARK SEAL: �FESSI� Designed By Drown By Checked By , g �N M s�ALE RECOMMENDED BY DATE. ��✓©� C17"V 4F rMVECI&A DEPARTMENT OF PUBLIC WORKS 0-DS E 1 UN1 3 1/2 DIAMETER ALUMINUM DISC, FLUSH �4 `p.�►` W.R.O. L & A M.A.P. r % Contractor W CONCRETE CURB STAMPED "RIVERSIDE Horizontal `s ti y�� Plans Prepared Under Supervision Of F T a COUNTY BENCH MARK T-46--81 RESET c� �j ' �� 1 Z'7 o r o �, � OVOM " F� . 41 Inspector- 1997 EASTERLY OF THE CENTERLINE OF AS Ib.G65G38 �' ACCEPTED DATE SR-79 AT THE SOUTHEASTERLY CORNER NOTED * E*ku * ,(� Date �-a S OS ROWD J PAM �`' y HARVESTON MODELS OF THE BRIDGE 0 VER SANTA GER TRUDES ` 01 930/2005 DEPUTY DIRECTOR OF RMW WORKS Date Completed„ CREEK; 4.5' NORTHERLY OF THE r CIVIL �! �L«A M R. OLDHAM NEIGHBORHOOD 12 SOUTHERLY SIDE OF THE CONCRETE F CA`s C (� 8 Expires q- 30 - ZOOS R.C.E. Mo. 19744 Expires• SEPTEMBER 34, 2005 '�ks;9MO p4�°� Sheet 1 of 5 a SIDEWALK. ELEVATION = 1097.163' R.C.E. No. p - - �- TRACT N0. 32169 PA 04-0080 z J LD04-261 GR NDS NO.75 GRATE ELEV. SLOPE 1 X MIN. 4" ATRIUM GRATE PER PLAN TO INLET OR EQUIVALENT I � � � � � � � � � � � � � � � � �� � � � � � � I �— LEGEND Iz! v ca GRATE ELEV. '�' to 1 o ce 12 v le le � Ln 0 Ce� � 12 Ce FINISH GRADE SYMBOL DESCRIPTION G! PER PLAN SLOPE O 1X MIN. " TYPE PER PLAN 4 P.V.C.� PROPOSED RETAINING WALL NDS 12 x 12" ADAPTOR wif (NDS--1230) WITH 12"x120 7- NDS-121 ) SQUARE GRATE 1 PROP. GRADE 1100.2 (-� } OR EQUIVALENT. K K k1 PERCENT OF GRADE NilIIIk } MP PER PLAN 4" P.V.C. � �' EXISTING STORM DRAIN _-- RISER G PER PLAN EXISTING SEWER } FL PER PLAN EXISTING WATER 1� a EXISTING EDGE OF PAVEMENT 1 X MIN. SLOPE -SIZE PER PUN OR AS SHOWN -- f HP PER PUN � � v � v N a � �;� a � � --- ��R ..� 3 6 x ' te r�o c, �z �, �, ON PLAN EXISTING CONTOUR FLOWLINE PLIC STORM DRAIN, 1 PER PLAN 4 PVC ® 1 X MIN. SLOPE STEPS PER PLAN STEPS PER PUN PER STEPS PER PLAN STEPS PER PLAN UNLESS OTHERWISE SPECIFIED EXISTING ELEVATION --' ----- GF PER PLM GF PER PLAN GF PER PLAN GF PER PLAN GF PER PLAN 1YE _ E I _ fpr` �p�(` PE Pw aw G PER PLAN DEPRESSED CURB ELEVATION DC 1100.83 ►`� FL PER PLAN FLOWLINE 4" P.V.C. OR PRIVATE INLET — YARD DRAIN TOP OF CURB ELEVATION TC 1102.87 p� � PER - �"^-�] PER PLAN �) 1 GF PER PLM GF PER PLAN s w s w s w PER PLAN SIZE AS SHOWN PER PLAN � FOR USE IN TURF AREAS GRATE f NO SCALE FLOWLINE�LEVA� TC PER PUN ION FL345 30 w PRIVATE INLU — PLAffffR DR41N GRATE N� ELEV. Ed s TOW PER PLAN SLOPE 1 X MIN.ELEv 12+� TO INLET SLOPE (CUT) 2:1 MAX T y w s PER PLAN NO SCALE 5 W F5 PER PLAN SWALE --- F5 PER PUN DC DEPRESSED CURB RW PER PLAN 24' MY. UT I L I TY � ACCESS ESMT. TC TOP OF CURB EUV Ogg OlfFS FINISHED SURFACE PER PLAN 12' It 12' 14 10DRIVEWAY PER SEPARATE FG FINISHED GROUND PLAN MAX GRADE 12% 4" PVC O 1 X MIN TIM TOP OF WALL MIN GRADE 4% 4 4x 7YP/CAL BUILDING PRECISE GRADING FL No. 2xPVC WYE TF TOP OF WALL FOOTING BC BEGIN CURVE SCALE : 1"=20' 2X4" PVC O 1 X MIN EC END OF CURVE -� - 4x4 x4" PVC WYE VC VERTICAL CURVE DRIVEWAY PER SEPARATE - NEEDED PLAN MAX GRADE 12% IF IFFL N0. BVC BEGIN VERTICAL CURVE MIN GRADE 4% 1.5 CUT (ASSUMED)=20 4" PVC O 110 MIN EVC END OF VERTICAL CURVE T. 1.=6, *"R" VALID ) EXBW EXISTING BOTTOM F WALL *ASRAED 4.5115 SECTION. SUBJECT TO CHANGE 4 x4 x4" PVC WYE BW BOTTOM OF WALL UPON RECEIPT OF "R" VALUE TESTS PERFORMED IF NEEDED BY SOILS ETVGIWEER FL NO. 4 TOSW TOP OF STEM WALL PCR POINT OF CURB RETURN POR. ROSEWnL COURT (PW.)-SI-A. 11+42-M TO 18+05.90 UNIT NUMBER A--120 50.5, PDR. FRANKFORT (ANE (PVT.)— STA. 10+00.00 TO 13+79.18 PLAN ELEVATION TYPE (R=REVERSE) 1 R NOT TO SCALE FINISH FLOOR ELEVATION FF NOTE. MOD. 10 TYPE "A-6" DEPRESSED CURB & GUTTER AND 10" PVC 10 x 10 x4" PVC WYE GARAGE FLOOR ELEVATION *G MOD. 10 TYPE "D-6" CURB USED IN DRIVEWAY LOCATIONS~ O ix FL NO. 1 (* INDICATES DROP GARAGE) 50.5' MIN PAD ELEVATION PAD IF 1114.2 DE7A/L B EXTENDED FOOTING EF BACKFLOW PREVENTOR BF NO SCALE 50.5SWALE HIGH POINT ELEVATION HP ' CAP O 1.0' SWALE (1 X MIN) BELOW SURFACE �� PROVIDE WIRE & "T"' POST , 5. 5' SPOT ELEVATION 13• � WIRE 1 12 OR 1113.2 20 HEAVIER EXTEND 2' � TEMP. (4" TYP-SIZE PER PLAN) RIGID PVC STORM DRAIN O 1 X MIN ABOVE GROUND AT 4BERM TIME OF BACKFILL PAD 1 PLANTER DRAIN 1112. SEE PLANTER DRAIN DETAIL THIS SHEET 0 PROP. FINISH GROUND YARD DRAIN PER ROUGH GRADING SEE YARD DRAIN DETAIL THIS SHEET ❑ 2X 21% MIN DEEPENED FOOTING EXTRA DEPTH PER SOILS ENGR. 4" PVC O SAVANNAH DRIVE SWALE O 1 X MIN " 4 PVC SEWER LATERAL Q 1 X MIN EXISTING SIDEWALK SEWER MANHOLE PER SB-53 O +ri FL 1110.90 • DENOTES ELEVATIONS 2" FIRE SERVICE Q vs 12 x 12 x4" PVC WYE SECTION A—A SHOWN ON PLAN 1 1/2" WATER SERVICE Q NO SCALE FORCED AIR UNIT PER ARCHITECTS PLANS 10" PVC O 1X MIN FIRE HYDRANT FL 1110.18 STEM WALL FINISH FLOOR FZZZ-A 12'*x 12 wx 10" PVC WYE :iN. - i COURTYARD WALL PER ARCHITECTS PLAN MODELS FENCE ■ "�" ":- : - PAD EXTENDED FOOTING (EF) STAMPED PAVEMENT PER LANDSCAPE PLANS I ' -"_• OF PER PLAN III II .' FINISHED GRADE PLAN 1 12 PVC a 0.5% MIN. I I ;� ROADWAY LIGHT PLAN 2 PLAN 3 PER STORM DRAIN PLAN tt I I�I �. .• I���-,!�I_--•-` MIN FOOTING DEPTH PER WALKWAY LIGHT � • .ti. I I=I�—�L=�.� STRUCTURAL PLAN + + + TYPICAL B . . III=III=III= 12" PVC RISER = — — — � GARAGE FLOOR AT 2X + + � SCALE : 1"=20' o FL 1107.71 � NOTE � TOP OF CURB (TC) AND DEPRESSED CURS (DC) Lundstrom One Temecula,culla, CA 92590 ate Drive, Suite 210 DETAIL A EXTENDED FOOTING ELEVATIONS SHOWN FOR REFERENT ONLY. SEE STREET IMPROVEMENT PLAN FOR CURB AND GUTTER CONSTRUCTION. � E associates Tel: 951.491.6690 Fax: 951.491.6695 NO SCALE NQ SCALE I PLANNING I CIVIL ENGINEERING LAND SURVEYING � Gia _Zd/C' Z � l A CONSTRUCTM RECORD MITE BY REVISIONS ACC'D L14 7E BENCH MARK SCALE SEAL: Q�oFESS/0/v Designed By Drawn By Checked By / � � Drawing No. �C14 3 1/2 DIAMETER ALUMINUM DISC, FLUSH �o M R p Oc W.R.O. P.J.L. M.A.P. RECOMMENDED BY L1�4TE; S� C177 0F rEMECULA DEPARTMENT OF PUBLIC WORKS w Contractor IN CONCRETE CURB STAMPED "RIVERSIDE `� ti COUNTY BENCH MARK T-46-81 RESET ' = � m Pbns Prepared Under Supervision OfI 4-1)A F T 1997" EASTERLY OF THE CENTERLINE OF AS � 3 No. 065658 7u ACCEPTED BY• LMTE th7 as �'� � �' PM FM j SR-79 AT THE SOUTHEASTERLY CORNER �� * Expires * Daft- �as-�S— ROWS d PAW r-Yx hAr HARVESTON — MODELS OF THE BRIDGE OVER SANTA GERTRUDES �/�o/� r'� =. -�==�=-s • Kw*d s .� WILLIAM R. OLDHAM' NOW d Date CompkM CREEK; 4.5 NORTHERLY OF THE ­M\- SOUTHERLY v�� r r£ °1T� 989 NEIGHBORHOOD 12 -� SOUTHERLY SIDE OF THE CONCRETE UF W0 C65658 SEPTEMBER 30, 2005 19744 SEPTEMBER 30, 2045 an,,„� SheeLo 5 SIDEWALK. ELEVATION = 1097.163' R.C.E. No. Expires R.C.E. I Vb. TRACT NO. J2169 PA 04-0080 (�1-D 05- 203 GR LD04-261 GR - r - r .-.-- , ..,,„,..., y- _ • rr^.f.-. ._...r•• - .._... ..._. _. ,..`_- -..ter•_ _-~_� ....ti.,_ -....... -....,._ _ _ VILLAGE DRIVE Op 8 _..._ �`�"` - . .._w GR _rv. _ .�..- w . __ .. , M. _ ,._.... w...__. --..,. CD - - EXISTIIMG o ..�- l ,... � .......•. w am -Nmommomm M. � * 6" F.H. 1016 > ,[� . ...._„ R STD _d ....ww..,. _. ._ ,................. FOR TRAP FENCE TC 1111• •• .., RPBF d, - ' GNDS't APE - _ E• DLTAILS LANDSCAPE .,.- EXE•. dr p-2 ,. K. '. :13 ,c • AND SHEET 5 PLANS PER - n 15T. _ r r c , .'� r' SENT r �.- .• r ,FxE�RCWr} p-2� ; .,2 _ •- FpRN/ •; r c-. �-�-> - �- . _ �' r � l IMC _ r n T c , r N-mooc 1► r r P �' F r W / 9 ` �• F5Cb 19 r C r. r7 b Q 4 m m C` 41 CS �I �ry / - - �, _ , w� / , / h C� � O CV ^O Nj � O l - 4 6 �- � .�.f O LIJ is' • - _ - r I h 106•` C ' / 0LQQ I r 1 4.� !� - �' \ ,. - .. - • NNECT TO EXI � - .� . • c. .� c.•- � �� � � �� _ ca o �-a ^ 5- 12" STORM DRAIN-P - .25 ,; - . ' •r /� o r. DWG. LD04-208GR �•� �:.- 13 1 \ t , - �',, r r r �t r •� - - `' ^ 'Q \ S f 1113. 13 51 T - \ " t3 �+ 5.10 ..-,w.... '�`-. r >L 14.9 \ \ S• 5 ( 1Z' ""' b� 1 16 �;, �� r 15.00 ^ 1 111 p•3 . - �paL �E� FG 1� - �+ Z. � =; •� \ '� 1 3 1 {`gyp 1 1 � N N 2 . A N b ''�► 1� 1 �\ N 4" k: .1 15.0 - I ^ N FG 12.3 °� 33 ,� 1 l o 10In �i •i. � 15.25 �' !t � •- - - I FS 51 s.1 3 P jr ca (3 h h Kj ri N BUILDINGUj j)VR in 0000, C3 FS LJLJ 10 2 G 14.d J \ \ \ �+► _ S ` \e ` 1b G 15.20 FL 15' - 13.1 2C FL 12.74 - 13-20 HP \ FF 1115-75 s \ \ \ o \ �J� - PAD 111.5.00 � ur. r 1 '''M '' r. rJ'�► �, :. 5 4 PVC • 4 \ \ \� Fs 3 6 �; VLrR/Z' 64SE7 1 ME?VT 10 \ \ P r• p \ �D I 2R8 1 CSI LIFpRN,N i \ \ Z 3 x 1 r - Q7% 2-S.7� S'1EpS 1 B Q HP I x ` / \ \ \ \ 1 5 • l 2-5.7 STEPS 2X8 " 5' \ \ NP 0 -4 �1 z 2910 � � _ X X X 7� 1 .80 2-5.r STEPS 1- 4XR8 p I 3 Ljj \ RTI' \ N \ , \ �1 X X X GF 4.8 7.8 S1�p _ " \ MRV \ \ \ � 2X I� 4C X X X Gf 1,j,�80 X 1 5.4 STEP 9 \ \ ! ` 12• PAD., ! X X Gf 13.10 X X GF 15.30 TC \ \ : E X X X X \ \ \ r '''" 5. X X X X x I X X X O \ x15. , \ 3 S X X \ \ \ \ 12 w. E, N `1 X� X X X X X y FS , B01?Y. E I X X X O 24 1 7 X X X N X Q.Q` G 14 d I N y f X x j �.► �+ o \ �`' ( aT D w c Z1 X X X x FL 13.06 X X pog 1 r . \ \ 1x M ��1� 2.5 �►_ 12 \ Z� 19 X MS2.� X X X X }� 'y `�� .� COLIC. UTILITY PAD I" ro \ \ PDQ 1 F�► � s \ '"a \ � 4'1 I X CFX'14.� X X X X � 14 �� GF 14.40 A. � 1 FS 15.5 _c ^ .20 ' \ '��' ,`` � - \ \ ,� '• � ;w � 'S� 4 _ X X X X X � �� GF 14.90 GF 15.1 •0 - \ S X0 TOSW X FG 451 ^ W S W 1 I 1Z' S / r \ F / QRS. � ,N� - �( \ , I �4' • . �1 e `41� , ° '�' N \ 1 \ \ 5t Lp 51 FL 12.3 wN E (�� k _ ^ `Y I i CONSTRUCTION NOTES. \ 60 0 \ ?v% s 0o Rs R r S ��• n - ^ I I - �; 4 g �E RE + �-' W I h O1 CONSTRUCT PLANTER DRAIN PER DETAIL Z \ 8 -. ---.--w- ---� caol \ \ 1 k N EPR ' VIC �t 11I ESSED CU�j B 50 � o ON SHEET 2. :r . \ \ - 11�� W N �` RIM 1113.56 1 00 N �2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. ti,q 5 \ \ 3 A , 12+ _ I - \ \ ,4°� 08 j.� ,rti• WAY _ - Q3 CONSTRUCT EXTENDED FOOTING PER DETAIL �, F\, - \ N� - 208 R8 ,2• _ . �, �$ ,ry• /` OR ENTRY PE P�►NS 12+00 FOR EET 12+50 ON SHEET 2. \ \ \ CNpS�` IMPROVEM I ,. \ ,. �. \ \ \ \ �• 3 \ •°' I �' SEE 11► - 1114.17 DWG. LD04-253Cp O4 CONSTRUCT 3 CONCRETE SIDEWALK PER PLAN. \ \ p1�' `�� , �1� -"`' �� \ ``�' _•_ ._.,. - ..,... -- \ � 1114.8 � _ Q5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE \ \ \ 2 1x �,N , o,. �' FOR ECT _ �� (PVF. DRIVE) P \ \ �, ROSEWELt ARCHITECT PLANS. \ .y g -a - �, \ SEE LA SCAM PLAINS W ,.,., ^ . ��•,�. '�,� Q 0 `N1 CONSTRUCT TYPE 1 WALL PER CITY OF TEMECULA r \ \ \ \ .3 wIN• /,�• 1 C4 r •. �ry ``�, 17 1Z 1 �, STANDARD PLANS. TC 1108. y � '. � � � `� r � 3' x ff ,1 t 112'45 N Q7 CONSTRUCT TYPE 3 WALL PER CITY OF TEMECULA \ \y \•� \ T ..% vN01 0 FL 12.3 _ . VL_ - `�, 61 1 0 1 STANDARD PLANS. `, \ \ \' 1'� loe 8 CONSTRUCT 3 OVER NATIVE TEMPORARY A.C. �'1•• b' - . " \ 0 -r PAVEMENT PARKING AREA. 9 ENHANCED STAMPED CONCRETE PAVING PER LANDSCAPE PLANS. O c� , 10 CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS. �' 31D2 - �.. � 11 P1� hAy Q 434 �,;�•- 110. P`1' b �' �.:�% ft SEE A L O OT- 203 GR " SURES. ` �k3 _ '� CONSTRUCT 1 DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. 10 5 Pa"' Q CONSTRUCT TEMPORARY H.C. REST ROOM PER LANDSCAPE PLANS. \ A6o PG r �., _. \ i �C 35. _ , ,, �, SE DETAIL B (4 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF TEMECULA STD. 302. 10�" g3 _� - h �'' 0� \ N.T.S. CONSTRUCT PARKING WHEEL STOPS. ` = -r�r_ -x a �D - �'�_ 9 C.0. NO. GRATE FL NO. 1 FL NO. 2 FL. NO. 3 FL. NO. 4 PROVIDE (1) 2A 10 BC FIRE EXTINGUISHER INSIDE TIE SALES OFFICE Y a w OR CONSTRUCT 4" PNC DRAIN LINE 10x�� " mow,` _ 1 1• - 1 1114.8 1110.39 1112.86 1 CONSTRUCT 6 PVC DRAIN LINE. \ 1 -•�" CONSTRUCT 8" PVC DRAIN LINE. c ` 2 1114.7 1110.63 1112.92 CONSTRUCT 10" PVC DRAIN LINE. GRAPHIC SCALE �+ 3 1114.8 1110.89 1112.66 Bw;(, lw f NOTES: » • ,o �o i One Ridgegate Drive,Suite 210 �G✓��+�✓ fr �`..,Pi�' ...� W%� T�*`y, zy ALL PRIVATE DRAIN LINE ARE TO BE 1 X 4 1114.7 1110.93 1113.78 1112.71 1111.70 U ns ra m Orj�l.�� w.c6 ass:1.%�:� • + SEE PHASE 3 MINIMUM GRADE UNLESS NOTED OTHERWISE. � Temecula, CA 92590 FUTURE FENCE AROUND MODEL COMPLEX/SALES OFFICE IN � � 5 1114.7 1111.16 1113.fi0 1112.60 1111.fi0 N v + associates Tel: 951.491.6690 Fane:951.491.6695 SHALL NOT OBSTRUCT FIRE HYDRANT. � s PLANNING CIVIL ENGINEERING LANG fIiNVEY1Ni tiwA &I Is /as1 fDC�I l0 �. I I I I / fi 1114.8 1111.40 1112.46 Z h Aig g CONSTRUCTION RECORD ASI TE BY REMIONS AG�C'D DATE BENCH MARK SEAL: Designed B)+ Drawn By Checked ey Drawing No. N SC&E �oi-ES ,o�,� ,�. �,, �, r xs/a�' ClTY OF ZEMEC1/" r RAMMENr of PUBLIC *VRKS ALUMINUM DISC FLUSH R. 0 W.R.O. L & A MAP. to EU15 3 1/2 DIAMETERL " �Q,H� LQ� � c Confrwtor IN CONCRETE CURB STAMPED RIVERSIDE `� .�' y ' b Plans Pre rrd Under Su rvision Of COUNTY BENCH MARK T-46-81 RESET w r" �` ,tr F T Pal= avow 1997 EASTERLY OF THE CENTERLINE OF Ila� � LA c�,, �� Fes: I _ AS NOTED / _ ��D BY SR 79 AT THE SOUTHEASTERLY CORNER * Esq * Date l X 07,5-- 0 .. II XKD J. PARS �- TON ` MODELS r ' OF THE BRIDGE OVER SANTA GERTRUDES Nnt/c..d 940/2005 DEPUTY DWPfC70R OF PMIC Nl7W � NEIGHBORHOOD 12WILLIAM R. OLDHA Det+ Gon�p�s� CREEK; 4.5 NORTHERLY OF THE CIVIL � � SOUTHERLY SIDE OF THE CONCRETE ►►� 5 5 S Expires 9- 3 0 -2005 R.C.E. 19744 SEPTEMBEI P 3D, 70105 'T� ;� ,;04�° SheeL 3 o ff SIDEWALK. ELEYA nON = 1097.163' R.C.E. No. . �� � E p �. _ TRACT N4. 32169 PA D4 CO80 LD04--261 GR HARVES TON NAY MONSOON modw, � � dooms TY WLWARY • moon dooms 'moods,wwwwwo, / � 1 4c— ti Q / vv / ti 4 � a J r o / � AMKFORT LANE (PVT, DR I VE) i PROPER w TY RY -wan w000m doom womm dooms smods SAVANNAH DRIVE ...... GRAPHIC SCALE LundstromOne Rld"t Drive, Suite 210 NOTE.- ALL DIMIN►SIONS ARE PERPENDICULAR TO PROPERTY LIDS. Temecula, CA 92590 ( IN FM ) +associate s Tel: 951.491.6690 Fax:951.491.6695 1 inch = 30 !t N �/, /�� w . PIANNINi Clrll ENGINEERING � LAND SURVEYING � �tNEW A ' CONSTRUC110N RECORD DA 7E BY REVI'SlDINS AX 7) GM TE BENCH AI►4RK SEAL: Diesigned B� Drew 6y Checked By Drvwi 3 112" DIAMETER ALUMINUM S ��� RSl� � V. a�TE. !OZ as C177 OF rEAfECULA DEPARTMENT � �� �N / uM DISC, FLUSH 4p a v � W.R.O. [ � A MAP. OF PUBLIC Wt7RK5 .r Contrxtor IN CONCRETE CURB STAMPED "RIVERSIDE Hod"tal �`��.:'\ �;= Frons Pre n COUNTY BENCH MARK T-46-81 RESET �, 3 r.• paned Under Supervision Of it-.L 1997" EASTERLY OE THE CENTERLINE OiF - / v � PRECW GRADW PLAN FMSR-79 AT THE SOUTHEASTERLY CORNER AS HIOTED M�►C6e658 AiCCEPIED B1' L3�ITE Z7 .� OF THE GRID 0 * �lE� * Date I^a S!2 00 5- IRUAWD J. PAM ~ � Date GE OVER SANTA GERTRUDES I�5 WILLIAM R. OLpAM - fARWSTON mods MODELES ' CREEK; 4.5' NORTHERLY OF THE CIV 1 L � � N5 g SOUTHERLY SIDE OF THE CONCRETE �� rT, 1989 : 1 NEIGHBORHOOD 12 SIDEWALK. ELEYA 110N — 1097.163' R.C E. No. C en S-G 5 a Expires 9-.30 -zoo S' R.C.E. Mv. __ 19744 &p;,,,�; SEPTEMBER ,SIO, 20iD5 � o -.,. TRACT No. 32169 PA 04-0080 Sh��-�� $ LD04-261GR FIRE DEPARTMENT NOTES: (REVISED 10-8-01) 17. LOCATION(S) AND CLASSIFICATIONI(S) OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19 AND THE CALIFORNIA FIRE CODE 1. ALL CODE REFERENCES ARE TO BE IN COMPLIANCE WITH THE HEALTH AND SAFETY CODE STANDARD 10-1 AND PLACEMENT IS SUBJECT TO THE FIRE INSPECTOR PRIOR TO FIRE CLEARANCE (HCS) SECTION 13145. CALIFORNIA CODE OF REGULATIONS (CCR). TITLE 19; TITLE 24,2001 FOR THE CERTIFICATE OF OCCUPANCY TO BE ISSUED BY THE BUILDING DEPARTMENT. EDITION: PART 1 , CALIFORNIA ADMINISTRATION CODE (CAC) PART 2, CALIFORNIA BUILDING CODE (CBC) 18. HAZARDOUS EQUIPMENT OR OPERATIONS (SPRAY BOOTHS, INDUSTRIAL OVENS, ETC.), SHALL BE PART 3, CALIFORNIA ELECTRICAL CODE (CEC) APPROVED BY THE TEMECULA FIRE DEPARTMENT PRIOR TO INSTALLATION OR MODIFICATION, A PART 4, CALIFORNIA MECHANICAL CODE (CMC) SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY WORK. PART 5, CALIFORNIA PLUMBING CODE (CPC) PART 5, CALIFORNIA ELEVATOR CODE (CELVC) 19. STORAGE, DI SPENDS I NG USE OF ANY FLAMMABLE OR COMBUST I BLE LIQUIDS, FLAMMABLE OR PART 9, CALIFORNIA FIRE CODE (CFC) COMPRESSED GASES, OR ANY OTHER HAZARDOUS MATERIALS SHALL BE APPROVED BY THE TEMECULA 2. FIRE DEPARTMENT INSPECTIONS ARE REQUIRED. SCHEDULE ALL INSPECTIONS 2 DAYS IN FIRE DEPARTMENT PRIOR TO ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN ADVANCE. PHONE (909) 308-6,363. SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. 3. A DETA I LED LETTER CLEARLY I DENT I FY I NG ALL INTENDED USE(S) AND OPERATION(S) OF 20. ALL BUILDINGS) SHALL BE APPROVED FOR H I GHH-P ILED STORAGE (MATER I ALS IN CLOSELY PACKED PILES OR ON PALLETS, OR IN RACKS WERE THE TOP OF STORAGE EXCEEDS 12 FEET IN THE STSHALL BE PROVIDED TO THE FIRE DEPARTMENT ALONG WITH THE HEIGHT, 6 FEET FOR GROUP A PLASTICS AND CERTAIN OTHER HAZARDOUS COMMODITIES) OR SUBMITTALS LS FOR REVIEW. HEWHAEROSOLS PRODUCTS. HIGH- PILE AND AEROSOL STOCK SHALL BE APPROVED BY THE CITY OF 4. WHEN THE PROJECT INVOLVES THE CONSTRUCTION OF A NEW STRUCTURE OR AN ADDITION TEMECULA FIRE DEPARTMENT PRIOR TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN TO AN EXISTING STRUCTURE, PLANS AND DOCUMENTS FOR FIRE DEPARTMENT ACCESS, FIRE SUBMITTAL IS REQUIRED FOR HIGH-PILED STORAGE OR AEROSOL STORAGE IN ACCORDANCE WITH THE HYDRANT LOCATIONS, WATER AVAILABILITY, AND FIRE LANE MARKINGS SHALL BE SUBMITTED CALIFORNIA FIRE CODE, ARTICLES 81 AND 88. TO THE FIRE DEPARTMENT PRIOR TO THE APPROVAL OF ARCHITECTURAL PLANUS. A CITY OF N S�-S 3/e" r r " TEMECULA APPROVED SITE PLAN SHALL BE SUBMITTED ALONG WITH THE ARCHITECTURAL PLAN 21 . COMMERCIAL AND INDUSTRIAL OCCUPANCIES, SPECU LAT I VE USE BUILDINGS, (SPEC BUI LD I NGS) 3 01 4 X 4 X 40-1/2 POST WITH CAP ! 65 r WITH POTENTIAL FOR HIGH-PILED STORAGE (FPS) AND/OR WHEREIN NO SPECIFIC D.C. SPACING SUBMITTAL(S). ( ) / I IC USE HAS BEEN i 3_1/2 2 IDENTIFIED AT TIME OF PLAN REVIEW SUBMITTALS, THE FIRE SPRINKLER DESIGN DENSITY SHAM a2 1-7/8' X 36-1/2' OCTAGONAL PICKETS ! 5. THIS PLAN REVIEW OR APPROVAL ENCOMPASSES THE PLANS ONLY. BE A MINIMUM DENSITY OF .45 GPM/SQUARE FOOT FOR 2,000 SQUARE FOOT DESIGN AREA. FIRE It if if 11 1 If 11 If if 3-7/8" O.C. SPACING FIRE SPRINKLER SYSTEM(S), ALARM SYSTEM(S), FIRE LINES OR ANY OTHER SPRINKLER HEADS SHALL BE 268*F FOR THESE BUILDING AREAS. FIRE PROTECTION SYSTEM OR REQUIRED FIRE DEPARTMENT PERMIT(S), REQUIRES A SEPARATE 22. AN AUTOMATIC EXTINGUISHING SYSTEM(S) SHALL BE PROVIDED TO PROTECT COMIERCIAL-TYPE = 4 Q 1-1/2' X 5-1/2' HORIZONTAL CAP PLAN SUBMITTAL AND ARE NOT ENCOMPASSED IN THIS PLAN REVIEW OR APPROVAL. FOOD HEATING AND PROCESSING EQUIPMENT THAT PRODUCES GREASE-LADEN VAPORS. A SEPARATE 8. ALL WEATHER ACCESS ROADS SHALL BE APPROVED BY TEMECULA FIRE DEPARTMENT AND IN PLAN SUBMITTAL IS REQUIRED FOR INSTALLATION OF THE SYSTEM AND SHALL BE IN ACCORDANCE m N 3' X 3" X 64" HORIZONTAL TDP AND ART. 10, NEPA 17A, I 1 PLACE PRIOR TO ANY COMBUSTIBLE MATERIALS PLACED ONSITE. ACCESS ROADS SHALL BE WITH CFC, AND 96. BOTTOM RAILS MAINTAINED CLEAR OF OBSTRUCTIONS. POST MOUNT PER MANUFACTURERS 23. ALL GAS AND ELECTRICAL POWER UNDER COOKING HOOD(S) SHALL SKIT DOWN UPON ACTUATION 4 RECOMMENDATIONS. WHERE POSTS OCCUR IN 7. ACCESS SHALL BE IN COMPLIANCE WITH THE CALIFORNIA FIRE CODE (CFC), SECTION OF THE HOOD FIRE SUPPRESSION SYSTEM. � S PLANTING AREAS, PROVIDE A 12' X 12" X 902, AND TEMECULA CITY GUIDELINES. A SEPARATE PLAN SUBMITTAL AND APPROVAL BY THE 18' CONCRETE FOOTING FIRE DEPARTMENT IS REQUIRED PRIOR TO CONSTRUCTION. 24. PROVIDE ILLUMINATED EXIT SIGNS AT ALL EXITS AND THROUGHOUT THE BUILDING TO PROVIDE _ _ - _ _ - NOTEI VINYL TRAP FENCE MANUFACTURED 8. PROVIDE 12 INCH ADDRESS NUMERALS ON THE STREET ADDRESS SIDE ON THE CLEAR DIRECTION TO THE BUILDING EXITS (CBD 1003.2.8). ALL EXIT SIGNS SHALL HAVE iy TO BEI 'KROY BUILDING PRODUCTS', =1 I I- -�11=I I 1=1 I I- ''�-III-I I 1-III- AVAILABLE AT 'ASPEN VINYL PRODUCTS/ BUILDING(S). ADDRESS NUMERALS SHALL BE A COLOR CONTRASTING TO THE BACKGROUND. EMERGENCY POWER WHEN TWO OR MORE EXITS ARE REQUIRED PER (CBC 1003.2.8.5; CEC 700). _I . ADDRESSES SHALL BE LOCATED SO THEY ARE CLEARLY VISIBLE FROM THE MAIN FIRE �� PH. 619-440-8200 � DEPARTMENT ACCESS. 25. AN EMERGENCY MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED THROUGHOUT ALL AREAS OF NOT TO SCALE THE BUILDING. A MINIMUM OF 1-FOOT CANDLE OF ILLUMINATION SHALL BE PROVIDED AT THE 9. PROVIDE 6 INCH ADDRESS NUMERALS ON EACH SUITE(S) OR UNIT(S) FRONT AND REAR FLOOR LEVEL (CBC 1003.2.9). ALL EMERGENCY MEANS OF EGRESS ILLUMINATION SHALL BE VINYL TRAP FENCE DOORS. NUMERALS SHALL BE A COLOR CONTRASTING TO THE BACKGROUND. PROVIDED WITH EMERGENCY SECONDARY POWER WHEN THE MEANS OF EGRESS SYSTEM SERVES AN OCCUPANT LOAD OF 100 OR MORE AS REQUIRED PER (CBC 1003.2.9.2; CEC 700). (KROY BUILDING PRODUCTS 3.5'COMMERCIAL STYLE FENCE) NOT TO SCALE 10. PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION, DETECTION, ALARM 26. HVAC UNIT OR SYSTEM ] 2000 CFM SHALL HAVE AUTOMATIC SMOKE DUCT DETECTORS INSTALLED OR M10N I TOR I NIG SYSTEM(S) SHALL BE APPROVED BY THE TEMECULA FIRE DEPARTMENT PRIOR AND CONNECTED TO THE BU I LD I NUG FIRE ALARM SYSTEM. VINYL TRAP FENCE DETAILS ARE FOR REFERENCE ONLY AND NOT TO INSTALLATION OR MODIFICATION. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO TO BE CONSTRUCTED PER THESE PLANS. SEE LANDSCAPE PLANS THE COMMENCEMENT OF ANY WORK. 27. ALL DUCT SMOKE DETECTORS INSTALLED IN HVAC SYSTEMS LOCATED IN MULTI-TENNANT FOR CONSTRUCTION DETAILS. 11 . IF ADDITIONS OF WALLS AND/OR OTHER TENANT IMPROVEMENTS OBSTRUCT OR AFFECT OCCUPANCIES, ARE TO RECEIVE THEIR PRIMARY POWER FROM THE FIRE ALARM SYSTEM AND NOT THE COVERAGE OR PERFORMANCE OF THE FIRE SPRINKLER SYSTEM AND/OR IF ANY MODIFICATIONS BUILDING OR HVAC POWER. TO THE FIRE SPRINKLER SYSTEM IS NECESSARY, FIRE SPRINKLER TENANT IMPROVEMENT PLANS SHALL BE SUBMITTED TO THE CITY OF TEMECULA FIRE DEPARTMENT FOR APPROVAL 28. PROVIDE VELOCITY CALCULATIONS FOR EACH DUCT DETECTOR LOCATION INSTALLED, TFC PRIOR TO INSTALLATION OR ALTERATION(S). CALCULATION IS TO INCLUDE THE DUCT SIZE AT POINT OF INSTALLATION, CFM OF THE AIR 12. ALL FIRE SPRINKLER SYSTEMS ARE REQUIRED TO BE MONITORED AT A CENTRAL, REMOTE HANDLER, AND VELOCITY FOR ALL MODES OF OPERATION INCLUDING ECONOMIZER MODE. 1 OR PROPRIETARY STATION. FIRE ALARM SYSTEM(S) SHALL BE PROVIDED AND PLANS SUBMITTED TO THE CITY OF TEMECULA FIRE DEPARTMENT FOR APPROVAL PRIOR TO 29. PROVIDE REMOTE LED ANNUNCIATOR(S) AND REMOTE TEST STATION FOR EACH DUCT DETECTOR INSTALLATION. LOCATED ABOVE THE CEILING AND BELOW THE ROOF. I I Q1 13. ASSEMBLY OCCUPANCIES SHALL POST A MAXIMUM OCCUPANT LOAD OF 30. ALL ROOF OR EXTERIOR MOUNTED DUCT SMOKE DETECTORS SHALL BE LISTED AS AN EXTERIOR 2 2Xb DOUGLAS FIR CAP PERSONS" SIGN NEAR THE MAIN EXIT FROM EACH ROOM. ASSEMBLY PER U.L. AND CSFM. I I 2a 2X4 DOUGLAS FIR RAIL OUTSIDE 3 14. SIGNAGE ABOVE MIA I N EXIT DOOR' WITH ONE-I NCH LETTERS IS TO READ, "THIS DOdt TO 31 . ACTUATION OF SMOKE/F I RE DAMPERS AND FIRE RATED DOOR ASSEMBLIES WITH MAGNETIC 53Q 1X4 DOUGLAS FIR RAIL INSIDE REMAIN UNLOCKED WHEN OCCUPIED". HOLDERS SHALL COMPLY WITH CBC 713.10, 905.9.3(4) FOR PASSIVE SMOKE CONTROL SYSTEMS. ., I � 0 4X4 REDWOOD POST ! 8'-0' O.C. MAX. 15. ALL EXIT DOORS SHALL 8E OPEN 32. BUILDING ACCESS AND/OR GATE ACCESS IS REQUIRED. PROVIDE A KNOX BOX AT THE FOLLOWING 4 I S ABLE FROM THE INSIDE WITHOUT THE 115E OF A KEY OR LOCATIONS. IXb CEDAR BOARD FENCING SPECIAL KNOWLEDGE OR EFFORT. ALL "A" OCCUPANCY CLASSIFICATIONS SHALL BE PROVIDED I Q6 CONCRETE FOOTING WITH PANIC HARDWARE FOR THE EXIT DOORS. [ ] BU I LD I trG MAIN ENTRANCE 16. PROVIDE FIRE RELATED HARDWARE IN ALL RATED ASSEMBLIES. [ ] GATE(S) [ ] ELECTRICAL /MECHANICAL ROOMS 6 7 Q FINISH GRADE [ ] LOCAT I ONS AS INDICATED [ ] M.S.D.S. DOCUMENTSmi I la - -IIMII ...El I IE =1IEl CONTACT THE FIRE PREVENTION BUREAU FOR ORDER APPL I CAT I ONS. =III=I::. y.'I I=1 I I=III=III= I -III=III III-III=III-11 �--_III-I:•'' I I-III_-1 I M1II-- _-_ _ _ -I I I- N -III-III III-III I ;M I-III--I 1 I-1 11-1 till III-III-III-I-1 1 1-1 1 1-I IIF MCI]� NOT TO SCALE WOOD FENCE NOT TO SCALE WOOD FENCE DETAILS ARE FDR REFERENCE ONLY AND NOT TO BE CONSTRUCTED PER THESE PLANS, SEE LANDSCAPE PLANS FOR CONSTRUCTION DETAILS. i undstro m One Ridgegate eve,Suite 210 Temecula, CA 92590 associates Tet: 951.491.6690 Fax:951.491.6695 PLANNING I CML ENGINEERING I LANA SURVEYING I zc� 2 N' CONSTRUCTION RECORD GMTE BY RIEY1'SIONS ACC'D LMTE BENCH MIRK SW SEAL RpfESSip ��� �' �� �' Checked By Drawing Mo. 3 1 AM Q R. o � I �10NINlEND►ED er• [ATE r.�/�.s C1rV0FrEAfECU" DEPARTMENT Contrroaetor /2 DI ETER ALUMINUM DISC, FLUSH ���a� ��� W.R.O. L �t ALAR. DE ENT OF PUBLIC WnRKS c IN CONCRETE CURB STAMPED RIVERSIDE b' COUNTY BENCH MARK T-46-81 RESET Plan Prepared Under Supervision Of 1997 EASTERLY OF THE CENTERLINE OF AS NOTED 656 X1 ,�p�p GMTLr`- / 27�� ,�{ °F T '�� PRECIS GRAD�K+ RM SR-79 AT THE SOUTHEASTERLY CORNER * * ,� Dof8 /��S-4 S �p J. f qn OF THE BRIDGE OVER SANTA GERTRUDES ,� 813q/Zd05 WILLIAMK DMITY�,n,R OF�c Nays r � HARWSTON MODELS � R CY.o �!�1 f Diate Carr CREEK; 4.5' NORTHERLY OF THE CI V1� SOUTHERLY SIDE OF THE CONCRETE s 9-30 _ zoos SEPl� °r f 1989 4�� NEIGHBORHOOD 12 R.c.E. No. �� a .,._ EX ,>�$ R.C.E. 197 �� ��� rRAcr No. 32169 PA 04-ooso l�-5 of I SIDEWALK. ELEI/AnON = X097. P z � LD04-2E 1 GR