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HomeMy WebLinkAboutTract Map 29639-1 Lot 7 Precise Grading . 1 15 PRECISE GRADING PLAN �Wit'-1 nos cs FOR �1 �C s � �r9 •Qom IN THE CITY OE TEMECULA, CA �w LOT 7, TR 29639- 1 w 15 ° y� �a YsobeI Barnett I w�yESro Elementary School o =) CONSTRUCTION NOTES & QUANTITY ESTIMATE ASSESSOR 'S PARCEL NL ER: To w n s hi p R o a d NO. ITEM QUANTITY UNIT c� 916-170-027 O CONST. TYPE "D" CURB (6" C.F. ) PER C.O.T. STD. N0. 204A 756 L.F. PROJECT NAME: " 1 A CONST. TYPE "D" CURB (0" C.F. ) PER C.O.T. STD. NO. 204A 131 L.F. o s �o HARVESTON RETIREMENT RESIDENCE b PROJECT SITE O CONST. CONCRETE DECK PER PARKING GARAGE STRUCTURAL PLANS 13,676 •F LEGAL DESCRIPTION: c 3 CONST. MODIFIED TYPE "D" CURB (VARIES 6" TO 13" CF) TO MATCH WALKWAY 36 L.F. VICINITY MAP 0 LOT 7 OF TRACT NO. 29639-1 , IN THE CITY OF Community a N.T.S. TEMECULA, COUNTY OF RIVERSIDE, STATE OF Foci I i t y ® CONST. SIDEWALK PER C.O.T. STD. NO. 401 & ARCH. PLAN 3,675 S.F. CALIFORNIA, AS PER MAP RECORDED IN BOOK 323 OF MAPS, PAGES 50 THROUGH 60 INCLUSIVE, IN THE o c --cAPE MAY APARTMENTS LLC O CONST. 6" CONC. PAVEMENT OVER 6" CLASS II OR AS REQ'D BY SOILS ENGR. 3,582 LOT 6 GRADING NOTES OFFICE OF THE COUNTY RECORDER OF R I VERS I DE _ 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION k SEDIMENT COUNTY. o a APN 9�s-170-o2s REMOVE AND DISPOSE EXIST. CURB 224 L.F. © NF CONTROL ORDINANCE N0. 04-04 AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL O7 SAWCUT 2' EXISTING A.C. PAVING AND FEATHER TO SMOOTH TRANSITION 224 L.F. BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. LIMITS OF FEMA FLOODPLAINS AND FLOODWAYS NOT 2. BUILDIN PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES APPLICABLE. NO SPECIAL HAZARD ZONES. d ® PAINT HANDICAP SYMBOL PER DETATAL ON SHT. 2 4 EA. SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FOR THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALL AT NOT LESS THAN x 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. APPL I CANT: L a n d i n a s R o a d 9 PAINT BLUE HAIL I CAP STRIPING PER DETAIL ON SHT. 2 78 L.F. 3. MAXIMUM CUT OR FILL SLOPES SHALL BE 2: 1 . COLSON AND COLSON CONSTRUCTION CO. (CONTACT: O PAINT SOLID WHITE "NO PARKING" 12" MIN. LETTERING VISIBLY LOCATED TO 4. PROVIDE AS APPLICABLE CONCRETE BROW DITCHES DES i GNED TO CONVEY 100-YEAR STORM FLOWS, . . I 0 TRAFF i C ENFORCEMENT {SSC. 11298.3) 2 EA. OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR BRUCE THORN) P.O. BOX 14111 , SALEM, OR. 97309, „ AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. PH. (503) 370-7070 FAX. (503) 375-7644, 11 PAINT 4 SOLID WHITE PARKING LANE (TYP.) 1 ,332 L.F. THAT ARE ADJACENT TO GRADED I NDEX M 12 SOIL WITH CURRY BRANDAW ARCHITECTS AS AUTHORIZED 1 " = 100' INSTALL WHEEL STOPS (TYP.) 40 EA. 5. ALL GRADIN SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, AGENTS. 2601 25TH ST. S.E. , SUITE 300, SALEM, ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL F I LLS HAVE,BEEN PROPERLY OR. 97302, PH. (503) 399-1090, FAX. (503) GENERAL (VOTES PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. 399-0565 (CONTACT: KRISTIN NEWLAND) LEGEND 13 CONST. CONCRETE SW/4LE PER DETAIL ON SHT. 2 37 S.F. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND INSTALL 4" PVC STORM DRAIN, ASTM, D3034, SDR 35 341 L.F. DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADE IN ACCORDANCE WITH THE OWNER: RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE CITY OF F.L. = FLOW LINE 14 APPROVED GRADIN PLAN PRIOR TO ISSUANCE OF THE BUILDIN PERMIT. CERTIFICATION SHALL CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEG I NN I N OF CONSTRUCTION. F.G. = F I N I SHED GRADE 1 15 INSTALL 6" PVC STORM DRAIN, ASTM, D3034, SDR 35 481 L.F. BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. COLSON AND COLSON CONSTRUCTION CO. (CONTACT: PHONE: (951) 694-6411 BRUCE THORN) P.O. BOX 1411 1 , SALEM, OR. 97309, G.B. = GRADE BREAK 7. F I NAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN PH. (503) 370-7070 FAX. (503} ALEM375-7644, 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA PUBLIC WORKS F.F. = FINISHED FLOOR 16 INSTALL 8" PVC STORM DRAIN 0 1 .0%, ASTM, D3034, SDR 35 323 L.F. ONE FOOT. DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED NOVEMBER 1991 , AND 8. ALL GRADIN SHALL BE DONE I N CONFORMANCE WITH RECOMMENDATIONS OF THE WITH CURRY BRANDAW ARCHITECTS AS AUTHORIZED SUBSEQUENT AMENDMENTS. F.S. = F I N I SHED SURFACE 17 INSTALL 12" PVC STORM DRAIN, ASTM, D3034, SDR 35 67 L.F. AGENTS. 2601 25TH ST. S.E. SUITE 300 SALEM PRELIMINARY GEOTECHNICAL INVESTIGATION BY: LEIGHTON k ASSOC. , INC. DATED: 3/1/2004 OR. 97302, PH. (503) 399-1090, FAX. (503) ' 18 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY OF T.C. = TOP OF CURB INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 20 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON T.B. = TOP OF BERM ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 399-0565 (CONTACT: KRISTIN NEWLAND) EXISTING CITY -MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR MENDAT I ONS AND CERTIFICATION THAT GRADIN HAS BEEN DONE IN CONFORM- PUBLIC USE. T.R. = TOP OF RAMP 19 INSTALL STORM DRAIN CLEANOUT 23 EA. 1 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ENG I NEER: 4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET L.P. = LOW POINT TOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST - 20 CONST. CATCH BASIN WITH INLET FILTER PER GARAGE STRUCT. ENG. PLANS 4 EA. 9. THE CONTRACTOR RBF CONSULTING (CONTACT: JOHN TANNER) SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER ELECTRIC, GAS, H.P. HIGH POINT CONST. GRATED DRAINAGE DITCH 6 1. WIDE X 6" DEEP WITH TRENCH DRAIN 48 HOURS IN ADVANCE REQUEST I N FINISH LOT GRADE AND DRA I NAGE INSPECTION. DRAINAGE. T APPROVED PRIOR TO BUILDING CLEARANCE FOR 40810 COUNTY CENTER DRIVE, SUITE 100TYP. = TYPICAL 21 FILTER 24 L.F. THIS INSPECTION MUS BE TEMECULA, CA. , 92591-6022, 5. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED EACH LOT. PH. 951 676-8042, FAX. (951) 676-7240 TO STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN THE FIELD. A.C. = ASPHALTIC CONCRETE 22 CONST. DRAINAGE TRENCH 1 ' WIDE X SPECIFIED DEPTH WITH TRENCH DRAIN FILTER 32 L.F. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 ( ) 81.96 = PROPOSED SPOT ELEVATION 6. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TEXTS MAY BE TAKEN AFTER ROUGH 23 CONST. HARDSCAPE PER ARCHIT. PLANS 5,302 S.F. 10. CUT AN FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION PAVING NOTES GRADIN TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF (81 .96) = EXISTING SPOT ELEVATION AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY EXPANSIVE SOILS ARE ENCOUNTERED. 24 CONST. DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 3 E.A. DURING THE GRADING PHASE. 1 . MINIMUM PARKING LOT GRADE SHALL BE ONE (1 .0) PERCENT. 7. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) DAYS 175'70] = PROPOSED ELEVATION (BY OTHERS) 11. POST-GRADIN ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. FOLLOWING PLACEMENT OF THE ASPHALT SURFAC I N AND SHALL BE APPLIED AT A RATE OF 0.05 = CONSTRUCTION NOTE NUMBER 25 INSTALL 4" PVC SCH. 40 PER RET. WALL DESIGN LETTER (LE I GHTON 8/2/05) 582 L.F. . TREES SHRUBS OR A COMBINATION THEREOF IN GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AN 94 INSTALLING GROUNDCOVER 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF THE FINAL INSPECTION. PRIOR TO PLACEMENT OF PAVING. OF THE STATE STANDARD SPECIFICATIONS. = PROPERTY LINE 26 INSTALL HANDRAILS PER ADA SPECIFICATIONS 85 L.F. SLOPES OVER 4' IN VERT I CAL HEIGHT SHALL HAVE PERMANENT I RR I GAT I ON S. PR I luE COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. 30 = F I N I SHED CONTOUR PLACE NAVEL BAG VELOCITY REDUCERS PER DETATAL ON SHT. 2 930 EA. SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN g APPROVAL OF THESE PLANS BY THE CITY � ITS AGENTS ODES NOT RELIEVE THE CONTRACTOR AND _ O (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE �--1230 � - EXISTING CONTOUR 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION DESIGN ENGINEER NEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS SS I ONS © CONST. STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHT. 2 1 EA. HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL = DAYLIGHT LINE MATERIAL . IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE SPECIFICATIONS. BE PROMPTLY SUBMITTED TO THE CITY ENI NEER FOR REVIEW AND APPROVAL. © INSTALL CHECK DAM AT CATCH BASIN PER DETAIL ON SHT. 2 530 EA. PLACED, THE TERRAIN MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL = PROPOSED STORM DRAIN SOIL FOR FILL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK = CATCH BASIN @ INSTALL SILT 1=INCE PER CONSTRUCTION HANDBOOK STD. NO. ESC 50 1 ,086 L.f . 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES WITHIN CITY RIGHT-OF-WAY. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTRECT 6. THREE SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE = COVERED PARKING ADJO I N I N AND DOWNSTREAM PROPERTIES FROM SLIT DEPOSITION AND POND I N WORKS, ONE INSPECTION AT SUBGRADE, AT BASE GRADE COMPLETION AND DURING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE PROJECT AREA WATER DURING GRADING OPERATIONS. PLACEMENT OF ASPHALT. CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, = INDICATES # OF CROSS ACREAGE 2.29 ACRES 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIRE- 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT TO BE LIMITED STEPS DISTRUBED ACREAGE 2.29 ACRES TENTHS (1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTEREDU17 7;1 15. STABILITY CALCULATION WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE- CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES - = EXIST. STORM DRAIN AT (951) 694-6411 . TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM CIVIL ENGINEER, SOIL ENG I NEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL ACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE ~ = EXIST. F.H. WD I D - 933C337063 SLOPES OVER 30' IN VERTICAL HEIGHT. 8. A COMP PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING LIABILITY ARN ISI = COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION ANDA FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. � EXIST. LIGHT 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION PLACEMENT OF ASPHALT PAVING. RETAINING WALL OF BUILDINGPAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL =CTORS - PROPOS TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE NOTICE TO CONTRAED CURB k GUTTER WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR = EXISTING CURB It GUTTER ABOVE THE ADJACENT GROUND SHALL BE GIVEN. WITH OR PRECEDED BY COMPACTION TESTING. STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE _ 17. EROSION AND SEDIMENT CONTROL: THE PERMITEE SHALL ABIDE BY THE REQUIREMENTS TE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, - - - _ SLOPE 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION k SEDIMENT CONTROL ORDINANCE DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER = TERRACE DRAIN NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE TO PLACEMENT OF BASE MATERIALS. THE DESIGN SHALL ADHERE TO THE DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR ---R/W--- = RIGHT OF WAY STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITES, IF APPLICABLE. METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING RAINY SEASON. MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSE SHALL BE PERMITTED. CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN 11PUBLASPHI CTWORKS.CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 of MEL I M I NARY EARTHWORK QUANTITIES: . A PUBLIC RIGHT-OF-WAY. THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOSE NOT RELIEVE THE APPLICANT SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES 7,200 C.Y. OF CUT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OM I SS I ONS 1 ,085 C.Y. OF FILL MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000, A MINIMUM THICKNESS TOPOGRAPHIC INFORMATION BASED FROM ALTA/ ASCM BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. OF 2 INCHES. LAND TITLE SURVEY PREPARED BY RBF CONSULTING, INDEX OF SHEETS 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY 12. TWO SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING DATED MARCH 2, 2004. CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR AND SAFETY PRIOR TO ANY PAVING IN DISABLED PARKIN AREAS OR PATHS C-1 TITLE SHEET FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULAT I ONS. THE CONTRACTOR/OWNER/ OF TRAVEL AND ONE INSPECTION AFTER ALL PAVING HAS BEEN PLACED IN THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE ARE UNADJUSTED GROSS C-2 DETAIL SHEET DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES DISABLED PARKIN AREAS OR PATHS OF TRAVEL. VOLUMES AND DO NOT INDULGE THE EFFECTS OF SCARIFYING, OVEREXCAVATION, g PRIOR TO ANY SITE DISTURBANCES OR GRADIN. RECOMPACTION, SHRINKAGE, SUBSIDENCE OR OTHER FACTORS AND ARE SUBJECT C-3 PRECISE GRADING PLAN ` TO FIELD CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS C-4 PRIVATE STORM DRAIN IMPROV. PLAN & HORIZONTAL CONTROL PLAN D06-066GR a REPORT AND ARE FOR REFERENCE AND FEE PUSS ONLY. SINCE THE CIVIL ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR C-5 EROSION CONTROL PLAN LD05-012GR DURING GRADING OPERATIONS, NOR CAN THE CIVIL ENGINEER GUARANTEE THE EXACT UNDERGROUND SERVICE BASIS OF BEARING NOTE SOIL CONDITIONS OVER THE ENTIRE SITE, THE CIVIL ENGINEER ASSUMES NO ALERT PLANNING ■ DESIGN ■ CONSTRUCTION RESPONSIBILITY FOR FINAL EARTHWORK QUANTITIES. THE CONTRACTOR IS ADVISED BUILDING AND SAFETY THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42051 '35" WEST TO PREPARE HIS OWN ESTIMATES OF EARTHWORK FOR THE PURPOSES OF BIDDING, REVIEWED FOR COMPLIANCE WITH CALL TOLL FREE C�ITER DWYE SURE 100 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN CONTRACT, AND CONSTRUCT ION. � � � 40610 co�Y � ON A MAP OF TRACT NO. 29286, MB 298/86-89. TITLE 24 DISABLED ACCESSIBILITY _ 1 -800-422-4133 TEIu�CULA,cALA s2�-6022 CONSULTING 951.676.8042 • FAX 951.6767240 ■ www.FIBF.com APPROVED BY: � NAME DATE TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. SCALE ��,OFESSIpt RECOMMENDED BY: DATE: 5/��• DEPARTMENT OF PUBLIC WORKS JDT AMC JDT CITY OF TEMECULA _ ADJUSTED SWK. , STEPS k STORM DRAIN 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �� TA�M�t� 1 CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL �� �� `� �� Plans Prepared Under The Supervision Of CONTRACTOR APRos RBF LOWERED PARKING GARAGE SLAB ELEV S }� MARK T-4fi-$1 RESET 1997" .y �' _ - --- ACCEPTED BY: DATE: Z'f' a6 HAVESTON RESENTC-1 COUNTY BENC .� EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED W No..60132 ^ -- ------ - RONALD J. PARKS THE SOUTHEASTERLY CORNER of THE MIDGE cc 'o y Date: �8 �� RESIDENCE - 04-0393 INSPECTOR OVER SANTA SOUTHEASTERLY CREEK; 4.5' Exp. 6/3%6 DEPUTY DIRECTOR OF PUBLIC WORKS LOT 7 TRACT 29639-1 N D. TANNER III NORTHERLY of THE SOUTHERLY SIDE OF THE VERTICAL Jf C1 M1` PRECISE GRADING PLAN DATE COMPLETED CONCRETE SIDEWALK. �lF p� �11�C0� R.C.E. No. 60132 Expires 06-30-06 R.C.E. No. 19744 Exp i res 09-30-07 ��, 1 UN SHEET 1 OF 5 � ELEVATION = 1097.163' N/A TITLE SHEET t VARIES - 0.91 ' MIN, VARIES - 19' MIN. ' TOE SEIr_. 5 it a ' TQC PUS VARIES LJ a SETBACK _ _ 131 5 1_ _ EXIST. 16' 5' MIN. _ ' 5' 1 ' 12' 12' 5S' PUE _ _.. _ __ _.....-_, • 0.50' 0.50' A 2.0% 2.0 _. , NCRE _ T w ~4 d 1O I NT EXIST. RQADWA 06,53 ~ UTILITY EXIST. CG- .. F 9.46 9.43 1 ~ � _ TRENCH JOINT _ _ _ ,__ _ _._ � _ __ �_ _� __ � _ .� __ � .__,_ ,_. _ � _.. _ ..__ I P FS UTILITY 09,46 0. 3.66 _TRENCH 9 STEPS F aFS FOOTINGaa 1 SLOPE ( MAX.MI NX2 » 0.a 10 ST PS _ 0« ' ' SITE FEATURE CAPE 14,6 06,20 25 06, 3" CONCRETE REINFORCED WITH 6"x6"-W a a 5P 20' 2Q' 9,5' VARIES ABOVE GARAGE FABRIC TREAT WITH I _ MAY ___ _ __ .m_ m _ _ .m ._ .. _ (TYP.) F 61 1 WIE �� APARTMENTS W 3»60 XF 06.67 _. " 19 3.59 W VwIE�S I 06,6 19 F 1 - 1 . T T T TI a 2 1 3,60 1 - - GRADING8.0 LF T IPLACEMENT FCONCRETE. /q ®,�&F hA FS� ® 2 i' C: 11 - 11 =11 CONSTRUCTION NOTES & `DETAIL-aCONCRETE DRAINAGE SWALE cf" ._, _. .�. _ :,. �� C.O.T. I E FEATURE U11f....._ ? _ � f Cl " :z«C.:- mr.,° � _mm m,. Cj) CONST. TYPE CURB CF} PER STD. NO» 2C 4A 1 , Ifs IIIA ill_ = 1I( ,� 1fC I(lll =lflf TIS . ABOVE GARAGE 1 11€ll� i�l�..,_�IIT.- Ir1 I f11S' EXIST. CURr�1 f1I11 m= Ifil,.- x „ .................. 111 PA I IST 4 Qf.v_I C� WN I TE_ F�ARK I NG LANE (TYP. } �(TYP.) _ EXIST« ROADWAY'' PROP. SIDEWALK, NOT TO SCALE r =. Ni m, ~ � 1 INSTALL STORM DRAIN CLEANOI_,)T 12" WIDE BORDER W 1/4F$ GROOVE _-- - _ 12PP WIDE BORDER W1 1/4P, GROOVE X I STSIDEWALK "APPROX. 3/4" O.C. 6F 6 APPROX. 3/4" O.C. 0,25 LANDINGS ROAD I NSALL 4 P.V.C« >C -ED» 40 (PERFORA7ED OR REGULAR PER 3,47 STRTCT. ENG. DETAILS) IN ACCORDANCE WITH LEIGHTON ASSOC. MIN. MIN. aT. a RET. WALL LETTER FOR THE SUBJECT SITE DATED JUI_Y 20, 2005 » REV. AUG 2, 2005. DISABLED PARKING SIGN 5,33 4' 8,330 SEE DETAIL HEREON~~- MIN _CURB 3,56 MAX MAX a , F, I c3»41 6W 1 .0 HARVESTON ....... SCHOOL 27 ..- CONC. W 9�E E�.� w.�1 Q P 4 SI P E P 2 P g 22® 1W_ $ �.✓ 9' FW BLUE STRIPE. TYP. � - - 7, 5® 5� UE ELEVATOR - .... _ l MIN. ITa 3.48 00 MIN. _ ,P 2 2 ca FS-G 4 BLUE. STRIPE 121041�r- _n « TYP. y 2 ~ a 1f� 192.2 I c` , X11 11 EX I ST« RQADWA ��� fi I °� .5 I� =� � ' 1 ��1. lli [' Ill . r �,__ _� �_ - ri - 0 OL EXIST. SIS A '-,:r ra 1 .._..._._ ......... ....... .. ....... ........ ......... ........__ ._2" HIGH WHITE LETTERS mX I ST» SIDEWALK 1 A 1 P STATING NQ PARKING PAVEMENT SYMBOL SHALLJ 6P TOWNSHIP ROAD TYP» (TYP.) EE FSA I TED WH-ITE ON MINI, N.T.S. ---- - 0 4--- BLUE BACKGROUND --------------- 66.5' 22A.3 If@ NOTE: 16.67' 2.9.16' Q 1 S»67' a -51 BLUE COLOR SHALL MATCH COLOR NO, 15090 VARIES F t IN THE. FEDERAL STD. NO., 595sa AS S6 F � 44' 0.67' _ � , 601 PARKING DRIVE _ _ __._ m _ _ _ F PER STRUCT, SPECIFIED IN SECTION 522( � 2 . 2 ENG. -PLANS (TYP») A STALLS ^. ___ ., , @@PMML0_FAMWq_Q91A& PROP. 7, , DATA TABLE: I CURB PRQP, PREP NO, BRNG/DELTA RADIUS LENGTH VARIES 2 _ b CATCH CURB 1 N.T.S. _,.2 M9IV, MAX, BASIN 1 N18*53' 13"E _ 193«2,x' IN, 1 MIN. _ ID _...._. PER CALIFORNIA 1 M��f« n•� »»« ! I � 2 2 N71°O6'47"W ._.,_ �.QQ' I 11 11 A.S« I ,M. PG, 116 HARCC;AFES - - _ __� ____ " 43 3 N1 °53` 13"E _- 20.QQ° CASE „QPF TO S, w__.. 1..: - __ _ _m mm _,v__ ^ k f ._ 4 N '1"'06'47"W __ 44.50' __ �.. _. l f11 1GI' m, ll Il 1f��,T111., fll 111A m1 5 N16°53'13"E 20.00' 3»1 3.12 3,12 I m tt;a111l _ 1 Iflf 1 6 N71°06'47"W - 14.00' .. ............ ROP. CONCRETE EXIST. RQADWA EXIST, CSG r'e j11 l 1 p 7 N 16 3'13'"E -- 2 3«25' FS F - FS c _ ._. AS SPECIFIED ----EXIST. CURS �_C k � a D " I � N 1 06 47 W 66.50 SITE FEATURE t9 F D4 ...._ D (� PARKING STR. ENG. PLANS ( ONLY ROP, SIDEWALK 9 N71 O6 47 W 14..33 ABOVE GARAGE 1495 NOT _ 1O 9O0QO'OQ" 4»OO' 6.26' (TYP•� « 0 11 N71006'47'W 92»37' 0 6 n. MW ri;A A7 N.T.S. __. _ 3 06 3.06 2.96 GB - __ GB _ F -GO ._ � " MIN. OPENING ._ __ . \\\\ Yom.�� xzs4a. �y PARKING �' -w.,..... ,.. ._ ___,_ _. ___ ._ _, VARIES _ 3,06 VARIES BETWEEN FAGS GRAVELBAGS ARE REQUIRED OVER __.... _a. _.-_-m, -' ° -...�_ 07,63 F 0.3% TO 4.3%, 0.3% 01 .0%, VAN ON QP ROW THE C6` E OF SANDBAGS. e � ',/\, r\ \ � 1 1 I -- - `\. ACCESSIBLE UNAUTHORIZED VEHICLES NOT � POS STO V E DISPLAYING DISTINGUISHING � �"" 303 See Std. Dig. PLACAR S GR LICENSE &SLATES _-,. - _ _,. _ � _ __ � _ _ , - - �1 TG 11 13,5% ,. »..««._.. .. ._ gam. _ _ _ - - FS %PROP. ,_,._ _ .,. ..°°__ _. _ .__.._ _. _, __.. m ... _,_~„ _ 1103.47 FS ISSUED 2 FACS .mw , DRAINAGE DITCH -- 5 SWK.DISABLED PERSONS � ��I Gf f -�_. � _°_� _ _� ._ .. _ � . � ..M -- � ° w w_ �/ 1103.62 Gm �WILL E TOWED AWAY AT __ _ _ _ _._ _ _ - _ _ _ _ _ � _ _ ° _- _ _.mm___m____.m�_.� _._ � P(0402 IE - 8P9 CP_ SEE SHEET 4 A W OWNERS EXPENSE � �._ �� __ _ 02.74 FS-LP , , 1 PE LD 0 -014TV-C@/ SU_ t1_._._SYS-. P " CATCH BASIN 3.66 1 � BY OTHERS7--­­-, 34 0461 1 - 4 C 0 TaD r�.,ES MAY Br� cL�MED F�RC)POSE1� �I N T SNE C�FF�ADE 9.9% °� t�5»44 F ~� 3» 04.27 IE ~� 1. -- Icape to 1t✓4°° AT _ _ a q. T 3 06 rabame grode ".�" F Y dLEs�M fPd . .� , FLOW 1 »6q 04,7 1 4.3� 1 m_ S 05, 1 ��1 � NOT TO `SCALE _. I I :. VQ �-v Vee Cade 22511.8(d) _ � T I_.,._._ 6 '? \ , _ 12,19 5P - 0" �orrieter 1 a 1 LF 3.32 L rooting of cf _520-C-2500098M5L B VE CITY REDUCERS AA _,...._ 17 STEF�S 7.2IE 4 FS-GS a w / Concrete NOT TQ SCALE 0«5 / Lo �.m SIGN DETAIL __ . .._ _ --- -- ._-- _ __,_. ._ -_ _TYP. Va / 0 NOTES: 17 1. Sign sr«a!E be constructed of ss minimumminimum «U2" thick q#a,minum„ _.... _ _ . Lettering, symbot and border shoo be reflectorIzed white, on o blue background. f » Lettering shotl be 1 inch end 2 inches high, 4 / �YJ 0 « here QCYC F. designed ��n rae.�.stbllPty. signV. ACCESSIBLE" �ol�s� be tW°4�t���£S�. • Minimum won occessible vert"seal clecronce I W-2"« - 1 O DISABLED PARKING SIGN " C\ FRACTURED f STONE AGGREGATE N.T.S. - . LLJ l l iI , r_ 0- z1LD06-066GR -) 12GR UNDERGROUND SERVICELD05- 0 LANNI 13 6� 113N TRUE 10N I a - °F�ILT I 20 O 20 40 OO > BUILDINGALERT _..., _ REVIEWED FOR COMPLIANCE WITH c� CALL TOLL. FREE 40810 COUNTY NT DRIVE,SUITE100 GRAPHIC SCALE 1"I"If f...-E 24 DISABLED SABLED ACCESSIBILITY ONLY 1 -800-422-4133 _.MECt,LA,CALIFORNIA 92591--6022 < � _._a CONSULTING 951,676,8042" �2 - FAX 97 .72' , � � c . - 951,676,80421. Fi , cam NOT TQ SCALEPARKING STRUCTURE INFORMATION 6" APPROVED BY: __...___.__.___..._......_. m __.,___.__.,._ TWO WORKING BAYS BEYOU Q I G NAME DA C..?. CONSTRUCTION T REVISIONS TACC'D BENCH MARK .JOVES: DESIGNED BY DRAWN BY CHECKED BY DRAWINGIO* a SCALE _e___.-_____ ___,__,_______.__._-_v_______ _._ _._..._ , ____,_n____.._._ _____._n__.__,__n„_ .n_______,_._,____n.n__... ._... ___ ..._„_.___ ._.___.._._.__. _ .._.._._....__. RECOMMENDED BY: DATE; __. '4; C O ADJUSTED SWK» , STEPS STORM DRAINJD T� JD T _ _.,.__ PUBLIC MECULA __..m..._.,_..,__. ____..,�_.__.._.. 1 m.a__ __ m 3 1/2" DIAME ER ALUMINUM DISK, FLUSH IN �� _,� _.TMw... _ AMC� e CONTRACTOR APRO6 RBF ­-LOWER PARKING GARAGE SLAB ELEV'S CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL `� Plans Prepared Under The Supervision Of CD .....___...._.- ----------- COUNTY BENCH MARK T--46-81 RESET 1997" », � �~ a _ _ _ � _ AC,CEPTED BYm .• �_. _ _ . DATE° � � HARVESTON RETIREMENT ....., .- . EASTERLY OF THE. CENTERLINE OF SR 79 AT A,� NOTED 1 ._._.,_ ,.�,.a,,._... _,,..�.. ��W. RONAf.._D J» PARKS �� ��� �� -'. C-2 INSPECTOR _ _ IHE. `SOUTHEASTERLY CORNER OF THE BRIDGE_ 6 Dca k�. - » P __., _. r._.,_ ..__._.me_ _....,..___ / DEPUTY DIRECTOR OF PUBLIC WORKS _,._ OVER SANTA GERTRUDES CREEK, 4.5 � Y=m. mm .� N D. TANNER III _------_._ ___,____ ____________ ______.__._-_._..______,___,___,______.,_._n.....-___ _.............. ~ _._-___._.n.._- NORTHE.RL-Y OF THE SOUTHERLY SIDE OF THE VERTICAL �" DATE CQMPI_._ETF._DCONCRETE: SIDEWAI......K. Q - 0..._C�O _ - Q�v.._yQ Q1 ��a� i :,. ' ELEVATION ION = 1Q97.1 P N/A R.C.E. No , OCA 1 2__ Exp I r� __ _.__._-.�_-._ . R.Cf•L, No .� ___,19:,44� __ Exp I res,__�..__ _� __. °���� SHE_E..I._ OF f ------------- EXIST.MEDIAN-, ------- CURB -CONSTRUCIT110N NOTES EXIST.- GAS PER C.O.T . STD. NO. 204A G EX-I T O� CONST. TYPE "D" CURB (6" CF 111111111---------- ------- REC. WATER 1-1-1-1\- --­-­-­- -11, 11�/ -I '11STA.20+00.00 OWNSHIP RD.= CONST TYPE "D' CURB (0" CF) PER C.OT. STD. NO. 204A T -o w n s h -- I R --d ---- ------ RW ---------------------------------------- C\4 ' 1/6 �ARVEST STA.24+11 .25 TOWNSHIP RD.= . ....... 'STA. 1+25.02 1H 6N DR. 02 CONST. CONCRETE DECK PER PARKING GARAGE STRUCTURAL PLANS PER LDOO-058CO ,,--"'STA. 10 1+99,79 V I LLAGE -�D-. 1 . 14% 2 0.56% 22 INTERSECTION INTERSECT ON CONST, MODIFIED TYPE "D" CURB (VARIE<,`)- 6" TO 13" CF) TO MATCH WALKWAY 770mff-- ---------------- ONTRACTOR TO VERIFY LOC TION ---------------- ............... ............ Ld 4f) CONCRETE OVER 6 CLASS 11 BASE TO BE VERIFIED BY SOILS ENGR, (N N (�6 1 Z INSTALLING WALKWAYS C4� CONST. S I DEWAI­X PER C.0 T STD� NO. 401 & ARCHIT. PL,ANS 24 (0 EXIST. 12 OF EXIST. DRY UTILS. PRI R TO WATER 6 .08)TC - ----- --- - -------­------------------------- .............. I b Z/--­ ­--� ............ (-)-­­­,­­........ ................................................................. ............... CONST. 6 EXIST- .................tK -W N61*39 08 w 58 fy C k G 0- F.H. C6� REMOVE AND D I SPO<SE EX lc---,T CURB 9 -� ­­­ T ------ ... ......... 17.06 7 0 -­------------ ---------- -- ------------------------------------------ ............ 0 SAWCUT 2' EXISTING A.C. PAVING AND FEATHER -TO SMOOTH TRANSITION n( 15.95)TC WAI ........-----------....... ------------- (NT A=23*03'02 ---------- ,/x," 45 ER 'r� --- J "All R= .00 Pm .............. --------------- IF 08 PA I NT HAND I CAP SYMBOL PER DETA I L ON SHT. 2 (TYP. --- COV DfATIO 17.02 15 85 "fi (TYP. U) 16.97 EX I ST. S T-9=RF`­ -77B.b1J WOO --­-­­---­.......... ................ Nc -------------111-11-1111 1� ; j�, 2 . ...... ------------ FS ---------- "At, _o� �N,17 1-710-6 47V 29 l.-q4-- 0 .........------------------------ CURB I 1-11111�,­'­�-­� -- -­---- --- ---­­-- -­---��"011 6 T ................................................. 7 1 .,zj P 4 03 R/W 9, -UE HANDICAP STRIPING PER DETAI .- ON SH 2 PA I NT ffi J, A, ........................ ....... L41 JOIN ........... 0 Li-J-77 2 8 ( 15.81 )TC 15 FG L0 (14.24 11 PAINT SOLID WHITE "NO PARKING" 12" MIN. l.,.-ETTERING VISIBLY LOCATED TO "Nri 7. 0 HP f-G -19 �15.31 14-5 1- MR- 14.51 ff�- FQ c CON-1 K TRAFFIC ENFORCEMENT (SEC. 1 '129B.3) U�v­ T FS FG FG D" FG FS 15.66 -30- t----- 16,4 -1 0 175 N 1F ILI-1 4.�D 14,47 / -H T 15.40 FL --ANE (-TYP 1-1 1� 0 01 PAINT 4" SOLID WHITE PARKING 1 55*27'13 FS FRjq 'S�- r 8. 2 14�51j 14.31 ] 15.00P EX�S 14.38 F S-GB WALL PER - 1 EX I ST. F.H. FS-G8 -4 4. 16 FF FF 14 51 % 14.57 FS N F FF 14.45 5 14.61 13-80 14.42 -OPS (TYP. 14.61 C12) INSTALL WHEEL-, S1 2',-77 F 14.61 14.61 14.61 FS -P 17.3 RET. I L=14.5 p ­` FS Ar 16 4 -rG IA C, FS FS 14 TC-GB FG, r r - Q1) CONST. CONCRETE SWALE PER DETAIL ON SHEET 2 411 14,4 5 0 14. 16.3 14.51 14 43 FS 13 RET. WALL PER 14.61 14.51 ---w- 3 02� CONST. HARDSCAPE PER ARCHIT. PLANS ( 15.50)TC FG F A 14.61 FF 5' 14.4,' TC 14 88 T6) 01 14.61 FS-GQ COVERED PATIO FS-GB 9'� FS 26 2� (14.71) le 13.92 % F 3 1 80 -F9- 2.3 fg-m-­ T. STD. NO. 207 Fx FF 14.59 PER ARCHIT. PLANS o 1, .57 9/- d--- �)4 CONST. DR I VEWAY APPROACH PER C.O. �-66 FS-GBA 2.0% 15.4-7)TC COVERED PATIO FS-GB F,-G8 rd �\ - )FS-GB 2 C56) INSTAl-­l,.­ HANDRAILS PER ADA SPECIFICATIONS 14. 1 PE A 14.30 1�,G 13,62 TG 1 .0% STA. 20+45 2 4 FS 0 12.62 IE 14.4 P 2 DWY- 15,3 3,0 4.42 T, 5.33)TC -FG RET. WALL PER ---1 �51 bo) 4�83 FF=1114 .65 FS-GB 0 0 13 '77 14.42 1 F --HP 0 3.92 TC 14.61 PE=1 113 .90 - s4p T -GO Ln' A )�\jo�------------- 14.61 14�51 14.51 y1T ' IF - 13.77 0 14.27 FS F 14.51 TC-GB -GB FF 14.01 FF NOTE: C'�T 6 9 14.61 FS &8 15. 19)TC FS-GB 2.0% 1 1 A I I" Qv N MAX. 14.51 . FT 14.61 4,6% 4.4 9 2 TG SEE SHEET 4 FOR AREA DRAIN DETAILS F- HP L( 14.51 E, FS J FF 2.Q% 4 a 10 2. VAR. K) /FS 2.0% �4�AX. u, 4 - 13.8 Wv- 1 8 770 5' MIN. z G, 14.61 22 22 14.01 92 14.42 1 1 1 0 - ji�ti 1 78 % FF 14�61 14.61 FS-GB 13,75 2 07- '13.3 %. 13 7 Q) X k.. . k-�r, (��CF --UTURE 12" V) FF 13.2 TC-LP I P- - 1- - 8 Tr EV 'TOR PER TG FL-H FF 13�7 1 75 Q) 14.49 14�1Q -LP 13.7 #AT" INE 14.5 .11MIN. z TG TC PLA .11MIN. .11MIN. 14.51 1*3.11MIN. FS-GB FS 0 c TG 3.6 FS MIN� FS-u (BY OTHERS) 1 14.61 00 14.49 13.86 0 F -LP 5P 14�37 14.51 1*w v-13,68 ­"*� I I FF FS-HP -1-- PER R6WD E 1214 1 �0%0 QQ FS-G 14.61 .13.86 13.4.6 ct:) -W FS- F�A Fj 14.28 0 F .............. NN. wl- 0 00 1 .8 mi 14.07 13.56 1 -10- \v TC-IdP' 13,9 5g �54 13.7 FS FF 1A 11.30 14.61 FL, FS-- FS FS 14�05 1-3.7 5 '­ 13.75 FL� -�-P +P "go"m ­­­I�, 1 F 1�� 00 8 �'-jt 13.72 13.64 14.51 FS TC-LI 13.45 FF 4, 13�66 13,78 TC 0 ........... TG '14.49 FD-k.7r) F 14 51 14.42 T -S-GB 14.61 13.6 FS GO 14�0 1j .92 .7 0" IF '6 P TSED PLANTER cq FF TG lr� FS-GB -GB TC 0 A7. 14.11 1 .0% 11A I IN. P� CH PLAN cn 13.1 MAA FS FS-GB 1,Yg IN, 14.61 2 0% e - - 1�") ­_­...... 4.51 2.0 Qo 2.Q% -- 8 G MA7. RC D ESM- /r.u 1 .62 ftE7 as- I i As FS FF r 3)"t 14, 61 14.27 \j3,74 13.4 MIN 14�51 STEM WALL PER in 1 ,0% -A -AqC-H-f TT-FEATFK---�, z"/ PER REC. 2004-0223269 T. WALL PER FF FS-GB FS-GB FS TG FS t V) /I - 14 1 13.64, G9 ............ MARCH 30, 2004 SEP. PERMIT .51 1�� 7�1/ 14,04 o 14.61 14.60 2.0% DATE FS--GB F2 0% 13.85 0 13 - FS 1/ 23 FS FG MIN� 14 0 9 6 /C 16. 3 -�-5STEM WALL PER ARCHIT. r---- "-MAX, 2 0), TC 14.61 \S ...... ......... ................ 1-� VARIE F MAX. ................. w ------------ 0- -GB 3.8 .92 TC PLANS (TYP.) 14�61 14,51 6" Pu- 14.59 FF 1 .0-T-M IN. L-HP FS-GB rS-GB 14,57 14 49 FF 13.2 14.61 +1 0� TU '14�61 FF 0 FG 0-7.-m 1 1 2 TC Or- 4.61 VARIES "1 13,92 1 .0 "IN. FS 14 57 TG FG 1 .0% MI .40 FF 0 14.55 7- FS FS--GB TG 0 F J/ - 1 U L -- IF FF 14.,51 14. FFG 1 1-.51 �P+P JJP 0 FS FS-GB FG (0 13.0 '13.25 13.64 c' AX. - 4.51 F 13 97 13,60 FS 14.51 FS w WT I NG 0 FS 13,57 4.61 4.2 2.0%-;76� 4 '13�80 MAX. -71 J3.7 4 LO) 4-) 12 6 T-S , 4.61 6 FS 1 S 3� 18 FF FF FF T- 3,5" FS LP '13.50 STEM WALL PER LO 13.-u VIN I ES 14.58 M -GB lj�vo 1 .07. IN 13 4-6 V) )6 MIN. 6 FS FS-HP FS-G 14 62 v FS Z VARIES FS-GB 13.67 23 g, fS F- RA I L41 NG PE� N 2 0% 0 -OTT N -GB 14.40 1< IT. PL, 1 .07. VARIES FS 14.61 13.50 .0-7o-M I N 13�32 FF HP 13 80 13.62 TG RAIL NG PER -1--- �v --"' L- -TG .4% 14.51 0% 14.6 0. 12.62 HP FS-HP P 4.5�. -------- .......... ,rA.. FS F'F=1114.65 4.40 14.4: --------------- FG C TC-7 GB I U--- 54 13, 4 14.6-1 FF FS GB --------- n X FS 14,61 PE=1 113.90 14 54 14.50 -Fl +F, 4.42 14.27 14�27 2 0 14�61 14.2 FS FS-[P FF -14AQ 3,54 FF .51 ,M�x- 1 14�51 STEM WALL PER FG TG 0.- 12.53)]-c FS FS 14.61 L I . >- FS FIRE DEPT. LADDEF.. 14,61 14.61 4.42 14.27 7 14.42 1 12.03 1 .61 FF 5,1 V 2.Q% C TC-GB TC-GB \(9� ST M WALL PER TRUCK ACCESS ROAD 14.61 14.61 FF -7, 14 -A 14.51 M T-F FS 14 61 13A ARCHIT. PLANS (TYP.) FF 14.51 12.42)'TC FS 14-3 1 FG FF 13,92 13-92 '13.59 14.50 E -Cl 179-2-� 12.83) FS P 14�6 FS-3; - FS ...... FG _.Z:FS-:HP-111 FG L 5,1�4 r G FL-HP. �4 CqB 14-�42 ---­­--- 14.61 Ojj� F0j­ J 4,1% 14.49 NIM C-GB -Tc FF FF -GB FS 01 14.51 B L r 14 th 1, .45 13.51 12.31 )TC �,813 .Z, V. .,8" 1 1 6 F 2,0 77�. o 7., 1, j 12 VAR., LOT 6 QQ IFS-G13 U 8.5% 05�59 9 �8 i ) `\4 1 0() .4Q--------------- UP) 1 94 FG 14,61 TG ROP. FF=1113. 65 STEM WALL PER FF RET. WALL PER 03.55 APARTMENTS LLC 3 j T FS -GB 03,62 ------ F.H CAPE MAY PE=1112 .90 14.61 14�61 1 T 5 S PER I --S- 2 T) 13.51 13.75 14.61 14.51 13.09 05.44 CC APN 916-170-026 -FG- FF K-D 1p i, P, I B+43.6 13.50 FF 1 FF FS ) TG FS­G�B% r--T '14.61 L5-1 14.51 11IMN 4 12, ................... (BY OTHERS) U) 12 21 )TC TdVikL PER' FG )-GB 13.90 >\ '9.9% 13.61 F- <'-FS -GB z FG FS FS .......... I )rL 111.11 ANS 'ki FF . q. ---.---r .52 11 TG 11.92 TG 12,54 4 1 0 13.35 2. 5 TC G 0 fp 0 W-UB /11.10 TE 11.42 IE -12.9 F- FS-GB > > (D 3. 17 12 ------ 12. 12 16 3.0,10 6 Pp GO z -(12 29) 1� '13.0o N, r�.i i Z-- 5 12 12.11 FS-GB 7s F 0 G)i 12.20) TC 4 - 0 TC - -QB c 6) 2 01 0 FS-GB KR +j) , ,q­n ­ I - -- , ­ - U uv 04- F-S--QB rl- 11 .70 L -;i�Lo - 14.4 + 7: 0 0 0 3-SLOk VARIES 12.06 2: 1 MAX. 04 11.93 TC LQ L-At� Y) SLOPE VARIE \��A/� S-1 r-- 1 4 - 1`1 7 Y�� V) 2: 1 MAX. <) 7 A\ 0� (0 ,, v X FUTURE SEWE 2.42 TC Eb�RT I NG'/ ////-- --------------- 6............ 1z C111 '/'/ A CF (0 kz�-4 6 Q) LAT. PER E1214 'A� �1- 17 Ld A- --------- Qj cj C.). (z 5 AN '1� -(-�D I,�Id (j XIST.- N70-40 13 354.42' �5 0 20 40 60 Ld 20 ---------------------------- SEWER (Q) cr� 15 TA. 16+01 .20 0 6-401 N TA. 17+55.35 0 X EXIST. Q)�\ 9f.W DWY. 4 6-91 WATER- 0 z 31 .2' DWY. GRAPHIC SCALE \& L a n d *1 � n g s R o a 1 .0 Z�LDO 66GR LI ol 0.5% ------- ........ .... ........................................... ......- ----------- ...................... ------- ....... ............ CK ... -- ------- CD SD SD--- DC� 12GR < ­........... ------- 0 E S 1 G N 0 CONSTRUCTION (18 q PLANNINE3 0 S.D.� BUILDING AND SAFETY > ------------ T L DERGROUND SERVICE ALERT 3.77 INV ) REVIEWED FOR COMPLIANCE WITH PER LD 03-014CO TITLE 24 DISABLED ACCESSIBILITY ONLY z- -ER DRIVE,SUITE 100 < STA. 10+00 SD 40810 COUNTY CENT CAI­1- TO[ L FREE P a -TEMECULA,CALIFORNIA 92591-6022 `�STA �0+57.197 1 -800-422,--4 133 LOT 6 APPROVED BY: TI N E3 95t676.8042 FAX 961,6767240 www,RBF.com ........ ......................... NAME DA E CONSUL TWO WORKING DAYS BEFORE YOU DIG DRAWN BY CHECKED BY DRAWING NO. DESIGNED BY BENCH MARK ........... ................. DATE BY REVISIONS DATE ACC'D DATE: DEPARTMENT OF PUBLIC WORKS CONSTRUCTION RECORD SCALE RECOMMENDED BY: -,�L Wz4k>4, CITY OF TEMECULA JDT AMC JDT CD &ADJOSTED SWK. , sTEPS & STORM DRAIN t"43 1/2" DIAMETER ALUMINUM DISK, FLUSH IN T A 0 he Supervision Of Ln LOWER PARKING GARAGE SLAB ELEV CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL, d" Plans Prepared Under T APRO6 R8F ---------- ......-.­­--­­.-- C07 DATE: HARVESTON RETIREMENT CONTRACTOR ........... COUNTY BENCH MARK T-46-81 RESET 19� 71P . ............. ACCEPTED BY: C-3 EASTERLY OF THE CENTERLINE OF SR­79 AT ri RONALD J. PARKS RESIDENCE PA04-0393 AS NO-FED No.60132 IAN-- JO I TC 15 C wz I J6�-9 ky b THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp. 6/30/06 ----Dote DEPUTY DIRECTOR OFPUBLIC WORKS LOT 7, TRACT 29639-1 0 OVER SANTA GERTRUDES CREEK; 4.5' HN D. TANNER III NORTHERLY OF"' THE SOUTHERLY SIDE OF THE VERTICAL QVIV PRECISE GRADING PLAN TE COMPLETED R.C.E. No. 60132 Expires 06-30-06 R.C.E. No . 19744 __Expires 09---30-07 ---- SHEET 3 OF- 5 DA CONCRETE SIDEWALK. - ELEVATION = 1097�163' N/A OF C CONSTRUCTION NOTES (D4 INSTALL 4" P.V.C. SCHED. 40 01,� INSTALI.- 6" P.V.C. SCHED. 40 INSTALL 8" P,V,C. SCHED. 40 INSTALL 12" P.V.C. SCHED. 40 ........ ....... ........ - ------- 7- R/ @)3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT . ............. ....................... EX I ST. ------ ....... (D9, INSTALL STORM DRAIN CLEANOUT ------ TA.20 CONST. CATCH BASIN WITH INLET FILTER PER PARKING GARAGE STA.24+11 .25 TOWNSHIP RD.=" '-' .................... .......................................... S +00.00 TOWNSHIP RD STRUCT. ENG. PLANS 1--l""'STA. 101+99.19 VILLAGE -STA.21+25.02 HARVESTON DR. INTERSECflON 2 1� 22 21 N71"06'47V 832.01' INTERSECTION 201 INSTALL- GRATED DRAINAGE DICTH 6" WIDE X 6" DEEP WITH 52-34' 'TRENCH DRAIN FILTER 237.50' 2,1 w n s h *1 P R o a d 202 CONST. DRAINAGE TRENCH WIDE X SPECIFIED DEPTH WITH (.0 - 04 TRENCH DRAIN FILTER ------------ ---------------------- ............................ EXIST. ------------- c LINE TABLE ----------- BEARING DISTANCE ------------ ............ - ---------------------- ------------------ NO. -­;,��EXIST. S/W-- 19 14 1 L IE N61,1,�-3`9 �67f,�S (0 ------------------- --------------- 17 LAJ� Ll N71*06'47"W 10.80' 08 -------- ------------------------ -�; r� @ 3.7% -­----­---------- -- ------------ . ..........----------------- .......... ------------ L2 N18*53' 13"E 54.00 13.56 RET. WA� 5. 10 TG 19 L3 N18*53' 13"E 6.00 iYi'a--nlno -1-E--\N 10 IE - - -PER SEP. P- -RM IT -f 0+78.8 S L4 N18*53113"E 80.00' L5 N71*06'47"W 14.00 Ej F-1 F] .... ........................... 4.5' 71 L6 N18*53' 13"E 15.25' 1 4 13.7 LF 14 3 rG go X i 1 15 2.0% 14 12.94 oo 00 FIRE D T. L7 N18053' 13"E 59.00 @ 2.0% 19 ini 9 1 10.64 1 -j TYP. -i Z� VEH I L CCESS L8 N18*53' 13"E 16.00' 5 .75' L9 N71*06*47"W 27.00' Ll 121 .41 ' L10 N71*06'47"W 3.67' L11 N71*06'47"W 13.75' 6 L5 14.3 TQ 14.50 T L12 N18053' 13"E 18.00 P 9 1@8 13-90 IE 31 0 LF 1 24 !IE @ 1 .0% L13 N18053' 13"E 12-96 cn 5 $ c4i 20% ��D L14 N18*53' 13"E 81 .00 0 237.5 1�0 �0 I.- �-------- 20+415. �2 L15 N71006'47"W 12.05 V �p PV 1 A.52 IEON L16 N71*06'47"W 15.00 11 .21 IE - 6 12.2!' 26 DNY. ............ 4, (FROM GARAGE) SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS '�(19) L17 N63*53' 13'PE 23.26' 19 10. 12 1 E 6 P IE ........... L18 N26006'47"W 4.50' 15 LF 37.0 F L19 N63053' 13"E 18.00 0 13.6 TG @ .0% L 7- -08 @ 1 . % 12 60 1 \ f 7 15 ("D , L20 N26*06'47"W 0.70' E U 11 .21 1 E 6 P 13.62 G ron Z.V L21 N26006'47"W 9.63 (FROM GARAGE) I 1 6-- 1-E- L22 N63*53' 13"E 18.67' 15 0 5TC 20+12. L23 N63053' 13"E 7.43 .52 IF 6" U 1——7/7 7 Ll 1 76.35' L24 N71006'47"W 30.0 LF .........................------- L25 N71006'47"W 62. 15' --------------- 2. % 14 24' 18' &13. TG 5' 25 oo I", J 19 6 CD 11 5 1-- ARC TABLE i -- -- , ,,, ­­-4�, 11�­',� IE Q.5� # V, 13.2 TG 46.5 LF 1 0 -t 12 15 L5 ---------- 31 5' 13.6 TG .20 IE @2.0% It ----------- ""1 13.7 1 NO. DELTA RADIUS LENGTH T?G__o i r i8 5P 12.00 .34 12.7 .............................. 4 C1 57053' 14" 20.00' 20.21 ' 12. LF (0 5 i 4 . 17' 1 044 --25.5 21,5 L 15 14 0 2�0% C2 120*52'21" 3.00' 6.33 ---�R/w CO R/W 02.0 .0 35.0 LF �1 7? 4"LF ;8 - ) V 22 P 22 .0% C3 90000,00" 4.00' 6.28' 1� 0 -- I I 1 � ----------- in 3.45 TG ............................ @) 5.2 LF I C4 90,000,00" 4.00' 6.28' 13.6 TG LO 37.0 L- 12.P 19 0 ___ 18 0 1. 1 .57 Tro @ 2 L F @ L5 C5 95* 10'32" 20.00' 33.22 EXIST HO� ESM 12.35 it @ C6 74*39' 16" 20.00' 26.06' C G C G j­�- 7";d 0) 11 .2 IE - 6$$ PVC 6 �t�(5 11% 1 C7 37006'20" 10.00, 6.48' [j, 112,5 19 (FROM GARAGE) 13-62 TG-Q)0 ---,--,­1"I r ------------ Lo -13.4 T 8 5, IE� 6:: PVCC 12.62 IE C8 55*52'47 '15.00' 14.63 �12.1) Ll �14. 9 C9 102*21 '26" 4.00' 7. 15 r 2.8 LF (D4 ':'5 wyy%-x '11 .65 1 E-@ 08.4 8 PV X�aT I NG 0 I fl E Z` C10 1214'22' 16" 3.00' 6.35 1 0. 11 .51 18 13 0 TG C11 1 27*57'37" 20.00' 9.76 19 10.9-- 1 E 4--) I E LF. C12 59*22'22" 10.00' 10.36 @ 1 .3% ------ 41.7 L�8 &13.2 TG C13 180000,00" 3.00' 9.42 11 .01 1 - T- Y) C14 45* 17'55" 25.00' 19.77 -77 18' 24 18' ROAD C15 28*05'01" 50.00' 24.51 ' 99+80.08 VILLAGE4, 1 8 ------........................ II,N-G -1111-1-11-1"I'll 2 T 8 4� 0-)T Q) ---------- 13.0 TG ol 100 C16 33*40'44" 26.00' 15.28 i��S!6. -X" 10. 1A C17 146*27'20" 8.00' 20.45' BOT. 2 WTR. =1107.84 0. 10.75 1 E LO > TOP 8' S. 1106'.41 - 010j- 0 ......................... 33,5 F 165 c) 14.2 TG 07.88 IE .44 L 16 14 00 ;94j. LE0 0 15 1 .3% cr) 0 18 % 09 25 11 41 IE 6 PVC 3J 1 LF 6.0 F 16 2.8 LF 66.6 LF 1@5 14 16 19 10.02 (N7.59-1 E 8 t.2 LF t;i-\ E 20% 13.62 TG 12.62 IF- 46.5 LF L- (D--66 U -1-.0 1 1 19 r�% JOIN EXISTING 30" RCP (LD01-156CO) 106. 9 T 8' Vc IE 4.3 L16 -- ------------------------- E -t--W-- VC FIRE DEP &8.7 LF PER R.C. r I I T LADDER --------------- AT STA 17+14.71 , 30" RCP -- 1103.53 IE 0 1106.4 9 2.0% -j TRUCK ACCESS-kdA wl 0 .......... PROPOSED 8", PVC. 1105.­�6 I'E 18 14.2 TG n L 6 L16 7.42 IE 12 2 19 I E r LO Q0 0 LF- 0 60 L @ 2.0- 6 00 0 0 5.80 57.0 LI. 112 ----- 2.0% --4-4-4 16 9 IE Q6. 4 0) V) fSU z 0 \A 09-32 L2 05.09 IE 7 5 0 06.39 TP 05.58 TG 0) L5L­ 0 30.,� -F < ................ 3 04:062-- IE) 18" RC 04 .1 LF -L5.44 TG PER LD 03-014CO 0 NVI < 12 PVC IE \ !I LF �b S-TA 18+4 F-C :3: N/ 0 8 " Pvc 0 - ---- -- L25 0 .01 LE % 19 r - 04.94 %C4 3.651 - ------ - - 19 04.27 1 E - 12" P, 04.61 IE 4" PZ9 SEE SHT. 2 11.92 TG 0 11.42 IE 11,92 TG L15. -j z 3.75 (D > 0- > LIMULLUUMULLU) ........................... ....... ,-U0 N 0 Go- F I RE PEP"r. 31 . 6 Lo 0 VEHIC 00 r�- -- 123 ACCESS + "47�) - Ld --- 1 ----l- LF + U�T L- 104 22 51Z 0 1--N 4- 20 0 20 40 60 000 00 9.5 1 F ()�F- 17 - 0-) 22.0 L LU < T-1 I ­ T- I STA. 16+01 .20 @ 20 L-T. 11 0 .1% 17 I.- r4l - (10 0 91 .8' CURB BREAK 04.52 IE - 12" PVC GRAPHIC SCALE ----------------- CO'4 19 0 4, Q, 4 P 17 NZO L -06'-066GR qz- _L4EV�,36"W 35442 L Q5- 0,12GR LJNDERGROUND SERVICE PLANNINO 11 DESI13N 0 CONSTRUCTION 15 2 STA. 17+55.35 > ALERT 1 0 00 BUILDING AND SAFETY --------------- 31 .2' DWY. 0 I 1 1, a n d.) I ill g S R o a REVIEWED FOR COMPLIANCE WITH CALL TOLL FREE 0i 40810 COUNTY CENTER DRIVE,SUITE 100 'TITLE 24 DISABLED ACCESSIBILITY ONLY z TEMECULA CALIFORNIA 92591 ---------------------------- ...... .................................. -6022 ----------------- --------------- 0ONSULTING 951676,8042 - FAX 9516767240 -m www.RBF.com J --v ---------------------------- ----------.............--------------------------------- APPROVED BY- 'TWO WORKING DAYS BEFORE YOU DIG NAME4;�' DATE CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARK WESSiof DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. --- SCALE w - ` X DATE: ADJUSTED SWK. , STEPS & STORM DRAIN 10 JDT AMC JDT RECOMMENDED BY. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 11 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN 0 TA CONTRACTOR APR06 RBF LOWERED PARKING GARAGE SLAB ELEV'S CONCRETE CURB STAMPED "RIVERSIDE HOR I ZONTAL Plans Prepared Under The Supervision Of 0 ............ COUNTY BENCH MARK T-46-81 RESET 1997" -M-1 T &." ACCEPTED BY: DATE: HARVESTON RETIREMENT -------------- EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED No.60132 RONALD J. PARKS I - C-4 INSPECTOR THE SOUTHEASTERLY CORNER OF' THE BRIDGE <)19V-1Z Do t e: 04 e, RESIDENCE - PA04-0393 Exp. 6/30/06 OVER SANTA GERTRUDES CREEK; 4.5' DEPUTY DIRECTOR OF PUBLIC WORKS NORTHERLY OF THE SOUTHERLY SIDE OF THE VERT I CAL x'x cjvj� 6"A D. TANNER I I I LOT 7, TRACT 29639-1 0- DATE COMPLETED CONCRETE SIDEWALK. -30-06 09-30-07 PRECISE GRADING PLAN ....... R.C.E. No. 60132 Exp i res 06 R.C.E. No . 19744 Exp i res ELEVATION 1097.163' N/A OF Ck SHEEr 40F 5 X '2 0 4 UL 12.94 IE' HORIZONTAL CONTROL & STORM DRAIN PLAN _j I AE NJ C TR TL�i Ljj 6 66 16a X68 15�� I QN .-&I S ZY. 1��6• 6. 1 1 . NFORMATION ON THIS PLAN IS F EROSION APD IMENT CONTROL W=r sex, mi 'm tw­ ACINITTES BY OCTOBER I OF F CZYEALK T o W n h 1 p 0 T THE RAINY SEASON (OCTOBER 1-APRIL 30). ! IST. 12" EXIST. WATER e. 2. DIS"_EX T NFORMAT I CGCG OFIBM ty I (RESPONSIBLE I AT -707 (24-HOUR PHONE RAISER) 7 3. THE DISCHARGER IS RESPONS I BLE FOR THE IMPLEMENTATION AND MAINTENANCE OF _ — - ALL EROSION AND SEDIMENT CONTROL WORK, AND SHALL INSIJRE THAT WORK IS IN e e ACCORDANCE WITH THIS APPROVED PLAN. IF SOIL DISTURBANCE LETS OR EX —— �7�._._ ��— =;,,^ OPE ACRE, A WASTE DISCHARGE I DENT I F 1 CAT I ON NUMBER (WD I D) ISSUED BY THE � ---- D STATE WATER RESOURCES CONTROL BOARD (SWRCB) SHALL 8THEE PROVIDED TO TCITY. --" \ -- -- — --- — i N ADDITION ALL EROSION AND SEDIMENT CONTROLS OUTL I PED I N THE SITE'S D — / STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL ALSO BE IMPLEMENTED, OR AS DIRECTED BY THE CITY'S PPDES INSPECTOR. � El 4. THE DISCHARGER AVAILABLE WITH EQUIPMENT AND R FOR EMERGENCY WORK ATLTbES DING THE NY SEASONNECESSARY ALS SHALL BE I D A STOCKED PILED AT CONVENIENT LOCATIONS ON SITE TO FACILITATE RAPID CONSTRUCTION cl I AND MAINTENANCE OF TEMPORARY EROSION AND SEDIMENT CONTROLS. TEMPORARY I ' El A EROSION AND SEDIMENT CONTROLS SHALL CONSIST OF, BUT NOT BE LIMITED T0, I — CONSTRUCTING FACILITIES AND TAKING MEASURES NECESSARY TO PREVENT, REDUCE, t CONTROL, AND ABATE DAMAGE DUE TO WATER, MUD, AND DEBRIS RESULTING FROM ' I I EROSION AND SEDIMENT TRANSPORT/DEPOSITION TO PUBLIC AND PRIVATE PROPERTY A I STILI cwmXT1 B FROM CONSTRUCTION ACTIVITIES OF THIS PROJECT. (F(.]Ft- µAFTER R 104 OF 5. CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADI 1 1 C ­6ARAGE I NPLACE C T DECK COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN PAD- 1113 . 9 TO REPLACE ROCK STAI IL ZI4G AT IAL) AREAS THAT HAVE BEEN CLEARED. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO: SEEDING, MULCHING, BLANKETS, MATS, DES ILITING BASINS, GRADING BERMS, SAND AND/OR GRAVEL BAGS, FIBER ROLLS, FILTER CLOTH, SILT FENCE, CHECK DAMS, CHEVRONS, DRAINAGE INLET PROTECTION, ETC. CARE SHALL BE A EXERCISED TO PRESERVE VEGETATION BEYOND THE GRADING LIMITS. r S. ALL EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED AND MAINTAINED I D (ITHRO INSPECT SITEDURINGCONSTRUCTION REPAIRED, OR IACCTTIVITDIESOTOABASIS PROTECT DOWNGRADE ' ) PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS, INLETS AND OTHER PRIVATE AND PUBLIC STORMWATER C I RSE N CURBS. GUTTER, DRAINAGE CONVEYANCE SYSTEMS. D AS AND Ell 3 � ,. ALL PLAN AND OUTELINEDION CONTROLIN THE �P,(ISF�APPLICABLE),SSHALL RESIN 940M ON THE THIS Q ~ I ��-`" CONTROL DEVICES w: A N ( " END OF EACH WORKING DAY T THE RAINY SEASON. SIMILAR i V A �- ,�,,♦ 12 ��yy SHALL BE IMPLEMENTED DURING THE DRY SEASON, AS APPLICABLE, TO MITIGATE DUST 1-+-� A INE FROM WIND EROSION. I (B 0 RS) 8. DURING THE NON-RAINY SEASON, SEDIMENT CONTROLS, SUCH AS CURB AND GUTTER �- CHEVRONS, DRAINAGE INLET PROTECTION, SEDIMENT TRACKING CONTROLS, ETC. , SHALL RC E 1214 BE IMPLEMENTED. IN ADDITION, ANY NON-STORMWATER, DISCHARGES ASSOCIATED WITH CONDTRUCTION-RELATED ACTIVITIES MUST BE PREVENTED FROM REACHING i 0STREETS, CURBS GUTTERS AND ALL OTHER STORMWATER CONVEYANCE SYSTEMS. ROUTINE �._....... I - A STREET CLEANING SHALL BE PERFORMED BY DRY METHODS ONLY (I.E. STREET SWEEPING) A . I IF STREET WASHING IS REQUIRED, APPROPRIATE BEST MANAGEMENT PRACTICES (BMPs) I SHALL BE INSTALLED TO DIRECTLY ADDRESS THE WASTEWATER, OR AS DIRECTED BY THE I c46 C I CITY'S NPDES INSPECTOR. I I 9. ALL CONSTRUCTION ENTRANCES SHALL BE STAB ILII.ED (I.E. GRAVEL, R PLATES, ETC.) YEAR--ROUND TO PREVENT MUD, SEDIMENT, AND DUST FROM BEING TRACKED OUT 11 OF THE SITE BY VEHICULAR TRAFFIC. I I I 10. ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS, SILT FENCES, DES I LT IVIG ElI BASINS, CURBS, GUTTERS, STREETS, BROW DITCHES, TERRACE DRAINS AND OTHER A L I O PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS PRIOR TO AND AFTER EACH LiRAINSTORM. DRAINAGE INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT AND r I DEBRIS FROM ENTERING DOWNSTREAM STORMWATER CONVEYANCE SYSTEMS. ._ ... 11. THE DISCHARGER SHALL CONDUCT OPERAT I ON5 IN SUCH A MANNER THAT STORWATER . I �::....._.... RUNOFF WILL BTHRONED UGH SERIES of BMPSITE THROUGH DEs I�L�I AS NG SA D/�(�t'AVELTBAGS�SILT '_ I ETC. , OR FILTERED x A A FENCE, FIBER ROLLS, FILTER CLOTH, ETC. , TO THE STORMDRAIN SYSTEM. •_ I � 12. THE DISCHARGER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUT I ON5 TO TO PREVENT PUBBL..I C TRESPASS ONTO AREAS WHERE IMPOUNDED WATER, DUE TO EROSION AND SEDIMENT CONTROL DEVICES, CREATES A HAZARDOUS CONDITION. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE _--' THE DISCHARGER FROM HIS RESPONSIBILITIES TO THIS SITE AND PROTECTING I I ADJACENT PROPERTIES. I C .�-- 13. TEMPORARY OR PERMANENT DESILTINIG BASINS ARE TO BE CONSTRUCTED, IF APPLICABLE, I � � PRIOR TO GRADING OPERATIONS AND SHALL HAVE A MEANS FOR DEWATERINIG TO PREVENT OVERFILLING BETWEEN STORM EVENTS. I I A 14. STORMWATER RUNOFF FROM GRADED AREAS SMALL NOT BE CARRIED OVER GRADED SLOPES. TEMPORARY EROSION AND SEDIMENT CONTROLS ARE REQU I RED ON ALL MANUFACTURED SLOPES UNTIL 70% VEGETATIVE COVER HAS BEEN ESTABLISHED OR AS DETERMINED BY THE CITY'S L I NPDES INSPECTOR. . SLOPES MUST HAVE EROSION AND SEDIMENT CONTROLS IN PLACE I I PRIOR TO OCTOBER 1. SLOPES CONSTRUCTED AFTER OCTOBER 1ST SHALL HAVE EROSION I I I AND SEDIMENT CONTROLS AS THE CONSTRUCTION OF SLOPE PROGRESSES. ALL GRADED Ar I r SLOPES 3' OR MORE IN HEIGHT SHALL INCLUDE, BUT NOT BE LIMITED T0, SEEDING, MULCHING, SOIL STABILIZER, SOIL BINDERS, VEGETATION, OR HAVE EROSION CONTROL A A p BLANKETS, SUCH AS STRAW, COCONUT, STRAW/COCONUT COMPOSITE, POLYPROPYLENE ,7,, I ` ( MATS, OR OTHER ACCEPTABLE MATERIALS INSTALLED. JUTE NETTING SHALL NOT BE a DI — I USED AS A STAND-ALONE EROSION CONTROL. IN ADDITION, SEDIMENT CONTROL SHALL A A BE PLACED AT THE SLOPE AND IN INCREMENTS OF 10 FEET MEASURED VERTICALLY ON A A I THE FACE OF SLOPE FOR GRADES OF 3: 1 AND GREATER. E CL 15. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED FREE OF LOOSE SOIL, CONSTRUCT ION-RELATED MATERIALS, DEBRIS, AND WASTE AT ALL TIMES. PO MATERIAL STORAGE AND WASTE HAN7L I NIG AREAS SHALL BE ESTABLISHED. APPROPRIATE cv SECONDARYIAL o � SHALL BE ITAR � R AYT A � FOR SPILLS OR LEAKS. CONCRETE WASH-OUT PITS SHALL LOCATED AWFROM STREETS A o_ ANO SIDEWALK RIGHT-OF-WAYS. I 16. EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TOEL r rn PROPOSED %" NEIGHBORING PROPERTIES). D SIDEWALK D 17. NO OBSTRUCTION OR D I STURBAWCE, OTHER THAT FILTERING BMFa, SHALL OCCUR TO ANY cn F'UTt�tE �� EXISTING PUBLIC, OR PRIVATE, STORMWATER CONVEYANCE SYSTEM DURING THE RAINY o P P LAT. PER E 1214 STABILIZED ION ENI M M B FOR USE DURING CONSTRUCTION i CURB �$ SEASON, UNLESS ADEQUATE TEMPORARY/PERMANENT DRA I NAGE FACILITIES HAVE BEEN IOF GARAGE - TO BE REMOVED (BY OTHERS) U 8Y OTHERS) 1 17 STII8ILI2,£D � APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL a ( ) �- B STORMDRAIN OR NATURAL WATER COURSE. I AFTER GARAGE COMPLETED) ONSTRUCI OF -- -- 18. FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING EXIST. L a n d 1 n g S R o a dl, GARAGE - INPLACE CONCRET DECKEX T. 15ING � BEING BROUGHT UP TO GRADE TO ELIMINATE, REDUCE, AND CONTROL EROSION ANO o ,/ TO REPLACE ROCK STAB W R � SEWER I � THE SILTATION OF DOWN STREAM FACILITIES AND ADJACENT AREAS DURING CONSTRUCTION i PHASES. THESE MEASURES MAY INCLUDE, PROTECTED 0 / BUT ARE NOT LIMITED TO TEMPORARY + DOWNDRA I NIS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PRO M OUTFALL AREAS; EARTH BERMS AT THE TOP OF SLOPES TO ADDRESS SURFACE RUNOFF; N �-' EROSION CONTROL BLANKETS; SEEDING OR MULCHING; CONFINED PONDING AREAS TO M o DES I LT RUNOFF; TEMPORARY CHECK DAMS AND F I BER ROLLS TO FILTER RUNOFF; SAND/ GRAVEL BAG PROTECTION AROUND INLETS; AND APPROPRIATE GRADING TO DIRECT w DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTHNORK OPERATIONS ARE NOT IN PROGRESS. cr 19. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF THIS PLAN DOES NOT RELIEVE THE CL DISCHARGER FROM HIS/HER RESPONSIBILITIES FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN z CONSTRUCTION NOTES REV I S I ONS SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS FOR APPROVAL. � O PLACE WAVEL BAG VELOCITY REDUCERS PER DETATAL CIN SHIT. 2 20. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR MIODICATIONS TO THIS PLAN AS DEEMED NECESSARY. J UNDERGROUND SERVICE MANNING ■ DE.16011 ■ COM■T1lUCTIOM Q CONST. STABILIZED CONSTRUCTION ENI W410E PER DETAIL ON SK. 2 ]LEGEHM 0 ALERT C INSTALL CHECK DAM AT CATCH BASIN PER DETAIL ON SHT. 2 • O 20 0 20 40 60 v �� DQ INSTALL SILT FENCE PER CONSTRUCTION HANDBOOK STD. ND. ESC 50 GRAVEL BAGS z CALL TOLL FREE 4m coumy cmmm SILT FENCE J 1-800-422-4133 GRAPHIC SCALE LD05-012GR c'o CONSULTING �e�.erexN� • FAX O.�s_r�o • www Call FLOW DIRECTION U DNA Oil 110. � TWO WORKING DAYS BEFORE YOU DIG DATE Accro BENCH MARK e�Essl, DESIGNED BY DRAWN sY CHECKED sY RECOMMENDED BY: DATE: - CITY OF T PARTUM ori KWIC WORKS CONSTRUCTION RECORD DATE BY REVISIONS KALE t� 'r.l� JDTT AMCAMIC JDT 3 1/2" DIAMETER ALUMINUM DISK. FLUSH IN Q. e�` o HORIZONTAL `►� f P I ans Prepared Under The Supervision Of HARVESTC N RETIREMENT0393 `n CONCRETE CURB STAMPED R I VERS I DE ACCEPTED BY: DATE: CONTRACTOR COUNTY BENCH MARK T-46-81 RESET 1997 r -79 AT �, os RONALD J. PARKS RESIDENCE - PAO4-' EASTERLY OF THE R FS-79 AT AS NOTED MD.00132 � -Date: .- �� � +� LOT 7, TRACT 2 9 6 39—1 0 THE SOUTHEASTERLY * EM *%M * DEPUTY DIRECTOR OF PUBLIC C WORKS Q I NSPECTOR OVER SANTA GERTRUDES CREED 4.5' D. TANNER III __:_ SOUTHERLY SIDE a>' THE VERTICAL sr cr r 1�• �! � --=---------- = PRECISE GRADING P 5- NORTHERLY OF THE Sou `+ 06-30-06 R.C.E. No. 19744 Ex i r es 09-30-07 . SHEET 5 OF 5 CONCRETE SIDEWALK. jf �, R.C.E. No. 60132 Expires R.C.E P r'� � _ OF `� EROSION & SEDIMENT CONTROL PLAN DATE COMPLETED C 1► ELEVATION = 1097.163 N/A