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Parcel Map 21383 Lot 15-17 Precise Grading
GENERAL NOTES I � STANDARDS. ALL WORK SHALL CONFORM 'TO THE REQUREMENTS OF THE CURRENT EDITION OF THE CITY'S IMPROVEMENT STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION (AND SUBSEQUENT AMENDMENTS), THE CITYS ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES MID REWIREmENTS. 2. EMERGENCY TELEPHONE NUMBERS, (ANSWERING MACHINE IS NOT ACCEPTABLE): BEING HOE 001 DIAMOND HEARTS RANCH, LLC (619) 778-8173 (RESPONSIBLE, PERSON/DEVELOPER) (COMPANY) (24-HR PHONE NUMBER) . . .1 - OF—-" - :�... .1 . ... . �i' : iTi7i.,F , . . � .Z.. .:......: . . . . :.: . - . I . I I . I :. I I ., ... . . . r. j:-��,:... , A . .. . . . .. . . . . . ... f .. . . . . .. ..: . .. � , � - . . . . . . . - . . . .. 1: . I 11 A ql .., .:.. .. - . . . . .%...... .! f.- lak. � .��.. �:_ . . . . . ir, . p : � Alp ...:. ..:. . . J.. � .. OP ... ... . . ..:.. .. llilvlw. .. �. .. . � . . . ..., A : ..ei . . ... . . .. . . .. � . ::. .: ,-�,:� AL F - . . ...,.....'...' iiii! I _�m , . � . � .�:%% . #mqA. T. *1 ; .,,!�Jww.� I I . . .. �: . .. .. ,-. t., .... . . . . . . . ....... _.....- . . _ - ____# - i � 1-Y OF TE-MECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, PER MAII I C I _T PARCELS !�,16, AND 17 OF FIM 21383) f__ I I_ _____ NLUUt\'UL.0 IN �JM [JUUK\ 101� 1-`AbL�) 'in lf"INUUU-1 Z3, lNk,_,LU�)lVL_- GRAPHIC SCALE . - . ------_____________::�� �r kA�� --- ��_—_ll --- CAZt- (RESPONSIBLE PERSON/CONTRACTOR) (COMPANY) (24-HR PHONE NUMBER) __ .. �� CAnl__—===--==_— ----�!lttf EMU----===---==---- —CAN-- �_ ;. - I — — ____ — ,--- __ — _ — — __ — — __ �� ==_= — - 60 �_�l tic %^4 V �_ "I — CATV -- — CATV -_ --- GATV — -- CATV — .. . - 3. LICE NISEZPERMIT REQUEDEK. ____ .1 _____�, . .... . . ..... - ---__ ______ ., . I ---- RC ---------- — __ %t. __ � PNOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM THE CITY, - --- � ,.- — — —K -- ---- —RC — --- —RC - I . RC A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE DEM-OPMENT, THE PERMIT AND AN APPROVED SET OF IMPROVEMENT PLANS MUST BE PRESENT AT' THE . � � .1. ___l f ____ . jOBSITE DURING CONSTRUCflON, ... - - __ G& - - ___ ___ - ______ __ __ ( IN FE . . 4. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT REUEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORREC111ON - %. I STER ROAD I inch = WINCHES. OF ERRORS OR OMISSIONS DISCOVERED DURING CONSFRUCTION. ______l_! -__ ; . . 5. WQRKING HOURS. CITY ORDINANCE NO. 94-25 STATES THAT NO PERSON SHALL ENCICE IN OR CONDUCT CONSTRUCTION AC11\ATY, WHEN THE CONSTRUCTION SITE IS WITHIN _____ . . - - __ : I � ONE -QUARTER OF A fALE OF AN OCCUPIED RES31DENCE, BETWEEN THE HOURS OF 630 PM AND 6.30 AM, MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT' __�� - __ -.,----- .— i 11 ___ .... ___ ______ ABBREVIATIONS .. . I------ — ___ - . . ____;�___ . CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7,00 AM AND 6-30 PM ON SATURDAY, NO CONSTRUCTION ACTIMTY SHALL BE UNDERTAKEN ON SUNDAY AND NARONALLY I .. . 1. I /,- . . .. _____ iLz:������ il _",____._____ ............ I -I-\-- �''::!! EX .... _ ... � .... EXISTING RECOGNIZED HOLIDAYS. . . .. I...... I ...... .. __111.:�� . .. - ...... --.-- - --.---I" . . 11 / `�� . __.�� Ql 1 __ __ - - � EX L.U. ... __- EXISIING LAND USE . � . -_ ; I :- .. APN ... � � _ , __ NUMBER , ___ , . . . . - , I ___�__ ------- . .� - � 6. REGULATORY AGENCY ('LEARANCES. THE ISSUANCE OF A PERMIT BY THE CHY DOES NOT IMPLY OR PRMIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE ;. I ___� . _....__..._�� ....... _ ....... . _. . PRO)ASIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUAJTY REGULATIONS. THE APPROPRIATE CLEARANCES FROM THESE AGENCIES SIWl BE OBTAINED PRIOR 1. .. .. .. i — � . . .. ..... � — — . . E TO ANY SITE DISlURBANCE OR GRADING. t it .. . . .. .. . -/..: ::: . . . . PM8 _ .............. i lww��_ �_�. . .. - ..... . . .... . . . . - - .... % . . - .. . .... - 7, CONSTRUCTION CHANCE. AW, CONSTRUCT11ON CHANGE MUq_ BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR 'TO IMPLEMENTING THE . 1. 042 11 .1. . . .. __ .j; . .. . .. TR ........... __ TRACT MAP . . . .. . — . . . I . . CHANCE IN THE FIELD. REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL. ! / I =3 .. ..: .. i 11 .. .. Pm ...... _._.- PARCEL MAP , .. . 8. PRE -CONSTRUCTION MEETING. A PRE --CONSTRUCTION MEETING SHALL BE SCHEDULED TWO WORK DAYS PRIOR TO THE START OF CONSTRUCTION, DURING CONSTRUCTION, A . . . I . . — ) .� - . - � . 17. � - , I I I - — .. / I I : .. . .. CL ___ ...... CENTERLINE , . r . .: . , . . � - % . . DEPENDABLE AND RESPONSIVE CONTRACTOR'S REPRESENTATIVE SHALL BE AT THE JOB SITIE AT ALL TIMES. .. I .. . . . . : . . . I . I I .. : i I , ... . .. R/W ............. _ RIGHT OF WAY I . . . . - __ . . . . � . , . . 9, (MUTIES. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATIGN AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE I I .1 . . Ll I _L / .. I . I ,� .1 � . ICONC I ........... L EXISTING CONCRETE . I - .. . � .. . OR NON-EXISTENCE OF ANY UNDERGROUND UTILITIES WITHIN THE PROJECT UMITS, ANY UllUTY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR I I / I � I,... . IT, I . ..... : . , REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONWTOR, AT HIS EXPENSE. . I .... �.. . . HC SIGN __. HANDICAPPED SIGN . li I ; . . .. . . .. .. . . 10. TR ET . -6 e .. . . . OPOSED SIDEWALK .5,Q�Y, IT SHAl BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL S E CENTERLINE MONUMENTS, AS REQUIRED BY 11. _. I .. .. . R "t I., � / .: - I . . .. : . . SIDE COUNTY ORDINANCE NO. 491, CENTERLINE IIES SHALL BE PROVIDED 'TO THE CITY ENGINEER, UPON COMPLETION OF THE PRWECT AND BEFORE ACCEPTANCE IS GRANTED. � I ... � :. .. I I .. WALL MON _ ... WALL MONUMENT I . I . . I . � ..� I I 11 . .. ; .. :. . I .: . I ... Ali EXISTING MONUMENTATION (DISTURBED OR DESTROYED DURING CONSTRUCTION) SHALL BE REPLACED TO CITY STANDARDS IN ACCORDANCE WITH THE LAND SURVEYORS ACT AND .. .. .. FH ___-._- // Q .1 .. . . . . . \ - . . . . . . . .. .e ... . I ELEC MET ... .... ELECTRIC METER . . . . . . . . . I I BE CONTROLLED BY WATERING OR O-RiER METHODS, AS APPROVED BY THE CITY ENGINEER AND SHALL COMPLY WITH SOUTH COAST AIR QUA-ITY 0 1 . . . ... . . - THE STREETS AND HIGHWAY CODE, AND AS APPROVED BY THE CITY ENGINEER, UPON REQUEST, SURVEY CUTS SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER. /I 5C � - I ......... .: ... :. . .: .. . .. .. . . I .. lI-_ TSP8 _____ TRAFFIC SIGNAL PULL BOX I . . __,_ . . . . . MANAGEMENT DISTRICVS (SCAQMD) RULE 403. ck� - . .. �_ __________-.l ............ ...... .. .... .. TRAF CAB _._ TRAFFIC CABINET 12. CONSTRUCTION FENCING. A SIX FOOT CHAIN LINK FENCE IS REQUIRED ON Ali INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF SYSIF-MS ARE COMPLETED OR kS DEEMED 11 Q� I . .. .. 90"I "I 4 SC E vEN T - � - � SOUTHERN CALIFORNIA NECESSARY BY THE CITY ENGINEER FOR PUBLIC SAFETY. THE MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBUTY OF THE CONTPKTOR. uj ____ — ---E..-- __ __,�,_) ___ - __ -, -, - - - - __ - -,-- - __ ___ ___ __ - _ , , _ ___ _ -, - - , _ - PARCEL 14 j PH 2130 EDISON VENT 13. INSPECTIONS, ALL WORK PERFORMED WITHOUT PROPER INSPECTION FROM THE CITY MAY BE SUBJECTI TO REJECTION. __-j ___7_ - PP - __ � ...... POWER POLL 14. Q—THER C-ONSTRUCTION NOTES, REFER TO SEPARATE NOTES FOR "GRADING," "EROSION AND SEDIMENT CONTROL," "PAMNG" AND "TRAFFIC" REQUIREME9FS, IF APPLICABLE, li N_ I � &Lj f , I PM 167/18-26 mH � ........ _... MAN HOLE . PAVING NOTES ...... PAfUML 17 ELIO PARCELIS FG __ .......... FINISHED GRADE 11 , .1 PM 21363 V-2, 1 W PM 213M LP . � _. - .. - - LOW POINT 1. STANDARDS. ALL WORK AND MATERIALS (I.E., ASPHALT CONCRETE (AC) PAVEMENT, PORTLAND CONCREFE CEMENT (PCC), BASE COURSE, ETC,) SHALL CONFORM TO THE STANDARD .. pm 167/18-25 P9167/18-25 PM 16711645 �l SPECIACARONS FOR PUBLIC WORKS, CONSTRUCTION (I.E., GREENBOOK) LATEST EDMON, THE ENGINEERING AND CONSFRUCTION MANUAL, CITY AND ENGINEERING STANDARDS AND 11 I I... . SYMBOLS LEGEND: . _- . ,%. I .. . ____w_ - - - ..... =_�___j . REQUIREMENTS. . _� --- ---.-- - - - --- .— .. .... .... . - .: .. . .. , . . .. " .. , . .. . .. : .'.. EXISTING MAJOR CONTOURS . . . '.. . - . .. 2. EERMIT REQUIREMENT$. A GRADING OR ENCROACHMENT PERMIT(S) SHALL BE OBTAINED PRIOR TO PAVING. BEFORE OBTAINING AN ENCROACHMENT PERMT, A CERTIFICATE OF INSURANCE I '...., .: . ... I AND THE REQUIRED BONDING (FOR PUBLIC IMPROVEMENTS) SHALI BE PROMDED TO THE CITY ENGINEER. A CALTRANS ENCROACHMBT PERMIT MAY BE REQUIRED. 11 li . I . FYI<�IlNr UINOR rnNTOHRq 3. SOIL STERUZER. AN APPROVED SOIL STERIUZER SHALL BE USED ON ALL BASE GRADE SURFACES PRIOR TO PAMNG. 4, PRiME COAT, PRIME COAT IS REQUIRED ON SUBGRADE OR BASE WHEN THE BASE 1S SUBJECTED TO SUBSTANTIAL CONSTRUCTION TRAFFIC (OR WHEN LONG TIME PERIODS ELAPSE BEFORE AC IS PLACED), AS DETERMINED BY THE SOiLS ENGINEER AND APPROVED BY 'fliE CITY ENGINEER. 5. TYPE I SLURRY. PRIOR TO PROJECT FINAL COMPLEflON AND ACCEPTANCE OF STFUEETS iNTO THE CITY'S MAINTAINED SYSTEM, TYPE I SLURRY SHALL BE PLACED OVER THE ASPHALT CONCRETE PAVED PROJECT STREET(S), AS DIRECTED BY THE CITY ENGINEER. THE ENTIRE ROADWAY WIDTH SHALL BE SWEPT AT LEAST 3 'flMCS OR AS DIREClED BY THE CITY ENGINEER. L 6. FOG SEAL., FOR PRIVATE DEVELOPMENT, ASPHAOC EMUISON (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 ELMYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHA[i �E _APPLrED AT A RATE OF 0.05 GALLONS PER SO. YD, THE ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. , 7, 'TACK COAT. A TACK COAT SHALL BE APPUED TO EXISTING PAVEMENT AND VERTICAL JOINTS, CONCRETE SURFACES AND ASPHALT CONCRETE BASE COURSE, IF IT HAS BEEN EXPOSED TO VEHICULAR LOADS. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-IH" CONFORMNO TO THE GREENBOOK, 8. CERTlFICAnQWTE2NG, Ali SUBGRADE AND WE GRADE SHALL BE CERTjnED BY A LICENSED LAND SURVEYOR. BASE AND AC MATERIALS SHALL BE TESTED IN ACCORDANCE NTH THE CffY'S QUkM' ASSURANCE PROGRAM (QAP) AND/OR AS DIRECTED BY THE CITY ENGIINEER, 9� PAMNG MATERIALS. ,a� K MIALSS 1. AC MATERIALS SHALL CONFORM TO SECTION 203-6 OF THE GREENBOOK AND CITY STANDARDS. 1. TYPE C2 PG70--10 FOR FINISH AND OVERLAY COURSES. THS COURSE SHALL BE A MINIMUM OF 0.12 FOOT (1�i INCHES) THICK INCWDING GRIND AND OVERLAY INSTALLATIONS. 11. TYPE B PG70-10 FOR BASE COURSE. THIS COURSE SHAti CONTAIN THE BALMCE OF THE REQUIRED ASPRNLT CONCRETE THICKNESS. THE MINIMUM AC LIFT FOR BASE COURSE IS 021 FOOT (2� INCHES). . 2. THE MINIWM AC THICKNESS IS 0,3131 FOOT (4 INCHES). , 3. THE MAXIMUM AC LIFT IS 0.33 FOOT �4 INCHES). NOTE: "SHOMNG" IS A TYPE OF AC PAVEMENT FAILURE THAT IMAY BE CAUSED BY ASPHALT MIXES THAT ARE TOO RICH IN ASPHALT, THAT HAVE COURSE/FINE AGGREGATE TRAT IS TOO ROUNDED, El-C. TYPICALLY, SHOVING RESULTS AT HILLS, CURVES OR INTERSECTIONS, CAUSED 13Y BRAKING OR ACCELERATING VEHCULAR FORCES. TO PREVENT OR MINIMIZE SHOMNG, THE CRY RESERVES THE RIGHT TO REQUIRE A MODIFIED AC MIX DESIGN WTH PROPERTIES THAT PRO10DE HIGH STABILITY (I.E., ABILITY TO RESIST SH�N,NG AND RUTTING, ANGULAR AGGREGATE PARTICLES WTH A ROUGH SURFACE TEXTURE, ETC.) IN COMPLIANCE WI -PH THE GREENBOOK AND/OR CALTRANS SPECIFICATIONS. b. BASE MATERIALS. 1. BASE MATERIALS SHALL CONFORM TO PROVISIONS OF THE GREENBOOK AND CURRENT CITY STANDARDS. 2� FOR STREET' SECTIONS, BASE COURSE MATERIAL SHALL BE CRUSHED AGGREGATE WE (CAB) OR CRUSHED MISCELANEOUS BASE (CMB) PER SECTIONS 200-2.2 AND 202-2.4 OF THE GREENBOOK. PRINCIPAL AND URBAN ARTERIAL ROADS REQUIRE CAB. c. PORTLAND CONCRETE- CEMENT. ALL PCC USED SHALL BE IN CONFORMANCE TO THE GREENBOOK. MX DESIGNS. TEN WORKING DAYS PRIOR TO PAVING, 1HE PROPOSED MIX DESIGN(S) FROM THE SUPPLMNG ASPHALT OR CONCRETE PLANT SRALL BE SUBMITTED TO THE CITY FOR REvIEW AND APPROVAL THE MX DESIGN(S) SRkl CLEARLY SHOW TRAT THE DESIGN MEETS A-L aTY AND GREEINBOOK REWREMENTS. 10, STREET SECTIONS. STREET STRUCTURAL SEC11ONS SHOWN ON PLANS ARE TENTARVE (i,E,, THEY'RE USED FOR BONDING PURPOSES). THE FINAL STRUCTURk- SECflON REOUIREMENTS 9-ki. BE DEFERMINFI) BY ADDf_n5W_SCqL TESTS, AFTER ROUGH GRADNG. THE STRUCTURAL SECTION DESIGN SFWl BE REVIEWED AND APPROO BY THE CIFY ENGIN9R. SND DESIGN qSiAL ADHERE TO RE MER40DOLOGY SEF FORTH IN CWTER 600 OF CALTRANS HOWAY DES0 MANUAL AND Siqi UBLJZF THE "R" VALUE METHOD (I.E., "R" VALUE TESTS SHALL BE CONDUCTED IN ACCORWE WT14 CAUFORNIA TEST NO. ' I 301 AND SFA-L BE CERTIFIED BY A REGSTERED CML ENGINEER). THE NUMBM AND LOCOONS OF THESE TESTS SHALL SE SUBJECT TO APPROVAL BY THE CITY FNIGNEER. 11. QMAQTION, PRIOR TO IPLXEMENT OF BASE MATERIAL AND AC, COMPAC-17ION REPORTS BY A SQLS ENGINEER, CERTINNG 95% COMPAC-17ION OF SUB -GRADE AND BASE MATERIAL, SFWI BE SUBMITTED TO TIf ifflY EMNEER. _�COW010N TEST OBSERVATION OF SUB-U�AH AND WE GRADE MATERIALS 94ALL BE COORI)INATED TO INCWDE THE MLS ENGINEER AND THE PUBLIC WRKS INSPECTOR. 12. PAVING WSPECTIONS. a. W�5E,261.2NYTEC-B-ON. ONE INSPECTION AT SUB-GRME COMPLETION (PROR TO, PLACEMENT OF BASE) IS REOLORED BY THE DEPARTMENT OF PUBUC WORKS, b. EAVING INSPECDONS. TWO PAVING MPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBUC WORKS: (1) PRIOR TO PAMNG, AT BASE GRADE COMPLETION; AND (2) DURING PLACEMENTOFAC. c, DREMYS. ALL ONSTE PRIVATE RESIDWIAL DRIVEWAYS 941ALL COMPLY WTH THE APPRO\ED RMS AND CITY STANDARDS, AND 9iALL BE INSPE MI AND CLEARED By THE M ENGINEER PROR TO FAWAW-_ :. T . 14. !LTILLPES� ALL UNDERGROUND FAU11flES " LATM6LS SHALL BE IN PLACE PRIOR 10 PAMNG. . 15. TR M-HING FOR ... .. U ' I ' I ' UTIES. ALL STREET TRENCHES SMi CONFORM TO CITY MD ENDNEERING STANDARDS. REFER TO CITY S-FANDARD NO, 407 ,,TENcH/poTHaf REPAIR" FOR TRENCH MAINTEWCE AND/OR REPAIRS. IF TRENCHES IN CLOSE PROAMTY AND PAPA-LEL TIO GUTTER UNES RESULT IN LEAM% PAVBAENT STRIPS IN 01STIKSS OR LESS THM TWO FEEF IN WIDRI (BETIMEN THE TRENCH AND GUTTER UNQ SAID PAVEMENT S�RPS SHkL BE REMOVED AND REPAVED, AT ]HE DISCRETION OF THE CITY ENGINEER. A TACK COAT 9iAL 8E APPLIED TO JOIN EXIS11ING ASPH&T CONCREff AND 'VERTICAL SURFACES IN COMPLIANCE '411H THE GREENBOOK. 16. PARKING LOT GWE. THE HNIMUM AC OR CONCRETE PMEEMENT GRADE 9-IALL BE ONE PERCENT- (11%). 17. aWER _UP. A 3/8 INCH UP SHALL BE PLACED ADJACENT TO CONCRETE GUTTERS IN ACCORDANCE WITH CITY AND ENGINEERING STANDARDS. REFER TO STANDARD NO. 200. 18. PAMNG DETAIL AROUND MANHOLES, VALVE COVERS ETC. ALL P.AMNG AROUND MANHOLES, U-91LITY VALTE COVERS, ETC. SHALL BE IN ACCORDANCE WTH THE GREENBOOK REOUIREMENTS, UTILITY AGENCY REQUIREMENTS, CITY KN_D ENGINEERING STANDARDS, REFER TO CITY ,STANDARD NO. 503 "PAMNG DETAIL AROUND MANHOLE." 19� AC PLACEMENT, THE METHOD OF DEPOSITING, DISTRIBUTING (If., USING A SELF-PROPELLED SPREADING/FINISHING MACHINE) AND ROWNG AC SHALL BE IN ACCORDANCE WITH THE GREENBOOK. 20, ACCEPTANCE OF PRODUCT. THE CONTRACTOR SHALL REPAIR ANY DEFECTIVE SURFACING DUE TO GRADE SEffLEMENT OF FILLS, TRENCH FILLS OR BASE MATERIAL, AS REQUIRED BY THE CITY ENGINEER. NO PAVEM NIF "BIRDBATHS"" OR DE\AATIONS GREATER THAN 1/8 INCH IN SIX FEET SHALL BE ACCEPTED. W SHALL- (A) PROTECT EXISTING STRUCTURES, CURB AND GUTTERS, SIDEvVAXS, LANDSCAPING, CATCH BASIN DEPRESSIONSAND OTHER - SURFACE FEATURES AGAINST DAMAGE CAUSED BY PAMNG OPERATIONS AND ASPHALT SPRAY, (8) PROTECT COMPLETED WORK; ALL VEHICULAR TRAFFIC (I.E., MOVING OR STATIOWARY LOADS) SMI BE KEPT OFF NE&Y PAVED AREAS UNTIL PAVEMENT SURFACES HAVE COOLED DOWN ADEQUATELY-, (C) CLEAN THE SITE ILE., REMOVE LOOSE PAVEMENT AND AGGREGATE, CLEAN % OUT A-L MANHOLE PITS, ENSURE FREE OPERATION OF VALVES AFTER PAMING, REMOVE ALL DEBRIS, RUBBISH AND EXCESS MATERIAL FROM WORK AREA, ETC.). 22, OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR 'GENERk," '��ADJNG," AND "'EROSION AND SEDIMENT CONTROL" REQUIREMENTS, NOTICE TO THE CONTRACTOR THE EXISTENCE AND LOCADOIN OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OFAVAUaE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTIUTIES EXCEPT AS SHOM ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE LfnUTIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTlaq CF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL VERIFY THE LOCATION, DIMENSION AND CONDITION OF Al UTILITIES AND S�HALL REPORTIANY DISCREPANCIES TO THE CIML ENGINEER PRIOR TO THE COMMENCEMENT OF WORK, ADOITIONALLY, ALL EXISTING GRADES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON THE BEST INFORNATION AVAILABLE, GRADES SHALL BE VERIRED AND ANY DISCREPANCY BROUGHT TO THE ATTENfl0N OF THE ENGINEER OF RECORD FOR EVALUATION AND ADJUSTMENTS AS NEEDED PRIOR TO CONSTRUCTION. ANY CHANGE TO WORK REQUIRED DUE TO CONTRACTORS FAILURE TO VMFY SHAI BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONIRCTIOR AGREES THAT HE SHALL ASSUME S(U AND COMP`1fTE RESPONSIBILITY FOR JOBSITE CONDITIONS DURM THE COURSE OF CONSTRUCTION ON THIS PROJECT, INCLUDING SAM'Y OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORWL WORKING HOURS, AND WIT THE CONTRACTOR SHELL DEFEND , INDEMNIFY AND HOLD THE CITY, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC-17ION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECOAD Contractor Inspector Date Completed I __ - . ... . . ... . � jppp , . .. . . . . . .1 . . ... . . . ..... . .. . .. :iilllllllr . . . .. ..... . . . . . . . . .. . . .. . � .. . .. I . .... . . . ... 4- .. lkh.- MWHAM DEVELOPMENT MANAGEMENT GROUP, INC. DA TE I BY 41635 Entelrise Circle N. Suite 8 Temeculo, Coliformo 92590 (B) 296-3466 IL (951) 296-3476 FAX REVISIONS ACCA DATE I BENCH MA RK - � - — -V __ --I — : 1. .1 ... . . . , . . . . I ' _________LT�:t_ . F_____ I J� �l � . ___� F -_ I 1 09-290-M r- PARCEL13 PM 21362 PH lei/47-60 1 E I SM CONSMUCTION NWES: QUANTITIES: ONCRETE SIDEWALK PER C.O.T. STD. NO,........-.5722 SF �oi CONSTRUCT 6" TYPE' "D" CURB PER C.O.T. STD, NO. 204A * ....... .logg IL-F CONSTRUCT 0" TYPE "D" CURB PER C.O.T. STD. NO. 204-B___ ..... 24 LF 4- �CONSTRUCT TRANSITION CURB 0 11 - 6'� ................. .. � .... � .. � � I 1 '12 LF 5 CONSTRUCT TRANSITION CURB 6" - 8" '� ................ - ............ - ....... 39 LF 6 C"ONSTRUCT 8" TYPE `D" CURB PER C. 0. . STD. N 0. 2 0 4 .......... � .... 68 LF .1 . / T ND GUTTER TYPE A6 PER C.O.T. STD . .......... J99 EA NO� 200 NCRETE PAVEMENT PER GEOTECHNICAL ........... 56642 SF EET 6. (-o-)CONSTRUCT 1' CURB STEPOUT PER DIETAIL THIS SHEET 4 . ............ 144 SF I 6INSTAILL CURB ACCESS RAMP TYPE. A Pl_R DETAIL SHEET 4.._.._.......l EA (SLIP RESISTANT SURFACE) OINSTALL TRUNCATED DOMES PER FIGURE 118-705.1, 2013 ... � ....... - 40 SF CALIFORNIA BUILDING CODE AND DETAIL SHEET �. ('_'AREMOVE EXISTING CURB & GUTTER ............. � ......... � .......... � .... I... . 1, 1 24 LF 6NSTALL' SOLID NCLOSURE (BY .... ___.- ... � ...... 1 EA SEPARATE PERMIT) PER DETAIL SHEET 4- OINSTALL CURB 06TLET PER C.0,T. STD. NO, 301 PLER _ ......... � ......... A EA DETAL SHEET 4, RINSTALL PARKING STOP PER DETAIL SHEET 4 .......... � ..................... 19 EA INSTALL. PARKING STOP PER DETAIL SHE"ET 4. PAINT BLUE .......- ........ I EA ,FOR ADA PARKINI PAINT 4" WIDE WHITE PARKING STALL STRlPE..,. .... _ ... 288 LF PAINT HANDICAP PAVEMENT SYMBOL PER FIGURE ........ � ....................... I EA 118-502�3.3, 2013 CALIFORNIA BUILDING CODE OPAINT HANDICAP STRIPING PER FIGURE 118-502.3.3, 2013 ........... 1144 LF CALIFORNIA BUILDING CODE 0 PAINT- 4 �T WIDE ADA BLUE PARKING STALL STRIPE PER.. .................... 18 LF FIGURE 11B-18A, 2010 CALIFORNIA BtADING CODE 2 PROTECT IN PLACE............. ....... __ ...... ____ ....... ___ ....... � ........ AS NOTED 2, TO BE RELOCAlf-ED - ........................ __ ....... _-___ ......... � ......... ...AS NOTED CONSTRUCT COMMERCIAL DRIVEWAY PER C.O.T. STD. NO. -____1 442 SF 207A (PINSTALL HANDICAP SIGN PER ADA STANDARD AND DETAIL... ... - .., - _... I EA (gk ESS RAMP FOR INTERSECTIONS PEER---- ....... A EA C ' 0 ' T ' STD. NO. 402 TO BE REMOVED - ......... _-_ ......... � ............ � ......................... ...,__..AS NOTED ADJUST TO GRADE - ............... � .................... ___ ........... � ........ ..,..,.AS NOTED CONSTRUCT S RIBBON GUTTER PER DETAIL. SHEET 4 .................... 41 1 Sr- " CONCRIETE PAVEMENT PER GEOTECHNICAL .... � ........ 3431 SF 1 NSTALL 18" U-SHAPED BIKE RAC,K� ... ____ .... ____ ....... - � ... __ ..... 2 EA T PAINT "CLEAN AIR/VANPOOL/EV ONLY" PAVEMEN I MARKING __-AS NOTED INSTALL CALIFORNIA MUTCD REGULATORY SIGN R I OOB SEE ............... �2 EA INSTALL NO. 2 BACKING ENEIRGY DISSIPATERS � ................ __ ........ � .... 56 SF INSTALL 4-" PVC SLEEVES ...... � ........ -.1.1... ......... - .............. I ............ ... 8 0 LF CONSTRUCT FOCAL POINT' EIMP PER DETAIL SHEET 4 .......... � ....... ___1 EA (FUTURE) (��INSTALL 4" PVC DRAIN PJPE FOR ROOF DRAINS .. .... _.., - � - � ....... � ... 143 LF 5CONSTRUCT 12 �j ATCH BASIN PER DETAIL .............5 EA SHEET 4 OINSTIALL AMER11MAX 3004-12 ROOF DRAIN SPLASH PAD OR ....... � ..... _4 EA EQUIVALENT (DINSTALL 6" PVC (SCHEDULE 40) DRAIN PIPE-. ....... __ .......... - .... __60 ILF . ... . . .... . ..... 600-7-68 BRASS DISK AT TEMECULA, ON __ — MAJN Sl'., 100'S OF AND ACROSS THE STREET FROM POST OFFICE, SET VERTICALLY fN THE - NORTHEASI' CONC. WALL, 15 NW OF THE E. ___ CORNER OF A DOOR COLUMN AT THE E. COR, OF THE eUILDING, 2.3 FEE-T ABOVE THE 1ST — ___ CONC. ENTRANCE STEP, AND ABOUT 2 1/8' - HIGHER THAN THE STREET DATE: 1970 ELEV. 1005.651 FT. SCALE SEAL.- � . F . I l\-) - . 1�1 S, I 1� , -I- Horizontal _611) � ��, . ... 0 uj LARRY R, MARKHAM ft� No, 3G657 � vertical * * � 41 or % � . ammmmmmmommm PROP BUILDING BOUNDARY . . . --- - — CENTERLINE __ ......... _,...,..._,..__,.. I.", . . ..... ...... ... .... ............ . ... I . .. .................... l -"-,.-,. _. __ — __ — — __ __ ... - - -- - RIGHT OF WAY LINE Imm- NIN - __ - EXISTING WATER em2go-M 909-290-034 PARCEL 35, PM 21382 EXISTING SEWER . . .. PARCIEL 34 PM 161/47-M . ISTING ASPHALT PAVEMENT , I Ex, . .. . .. PM 21M / . . � ... . .. ....................... . . ..... . ... . ....................... PM 161/47-50 ; - , - __ " , "' " l�".-".k,",-��',�,�-fp�"!,.,�','.,���'-','-','���-"�,",�.��"�,-,,,���, -,'.'�2,.'-�] EXIS, NG SIDEWALK � , - - .,-, , " ,�`�.'� .Q ., � ,,- - �,,,� 1'i.':,,�_�,,�,_'�;,-";�., �,, _ ". ,,_. � , _,., , -,.,. � � , _ / -'- _'_`_._`:�',�._ �l'ilvl,'lr'_,_?; I ��,�"'1'11�_t��,"i�l� PROPOSED SIDEWALK 1, il vll_w2ll `-'rlllr'� ." , i,,'*2;..',',1�4��,��. --t 6, _.;�_ � , .� I 1�, �� �., ��l SOILS ENCIINEER.; .. .. . EyzL111A ___ ---- ---- ___._ MATRIX GEOTECHNICAL PAVEMENT TO BE REMOVED 41769 ENTERPRISE CIRCLE NO. STE 107 TEMECULA, CA 92590 PH: 951-200-4747 -SOURCE OFT - 0 - P ... 0 - ' ALTA/ACSM SURVEY OF PARCELS 15,16,AND 17 OF PM 21383 BY CL-E ENGINEERIN(3, INC ON DECEMBER 6, 2012. 4.06 ACRES ,MAX DISTURBED -AREA. OWNER ' /APPLICANT DIAMOND HEART� RANCH, LLC C/O BENG HOE 001 525 PLAZA DEL CID CHULA MSTA, CA 91910 PH: 619-585-9909 FAX: 619-585-4745 3,r23 ACRES 3.23 ACRES 909-310-015 thru 017 APN: 909-310-017 IQJOQ-310-016 909-310-015 UANTITIES CUT, 29�2 C.Y� FILL: 1860 CA� EXPORT 1082 C.Y.* *TO BE STORED ON Sl TE ACTION OF APPROXIMATELY UPPER 3' OF ALLUVIAL-S ARE REOUIRED PER SOILS REPORT BY M13ER 30, 20113. PROJECT' ADDRESS 42236, 42260, AND 42284 'WINCHESTER ROAD TEMECULA, CA 92590 SHEET- INDEX 1. TITLE SHEET 2. VERTICAIL CONTROL SHEET 3. CONSTRUCTION NOTES AND HORIZONTAL CONTROL SHEET 4� DE -TAIL SHEET 5 �� EROSION CONTROL SHEET 6, PAVING PLAN SHEET INFILTRATION TRENCH LOT 17 __QV_N�N T I T I Ej S : =_ INFILTRATION BASIN ......... � ....................... ___ ......... � ..................... _ ......... _._ ........... �621 CF 2" SANDFILTER BASIN ..... .... _ � .... � ......... � _... __ � .... _._ ....... __ � � ................. ___ ....... _ 106 CF DECORATIVE C"OBBILE STONE ...... _ � ...... � � ...... .... ... .. � I ...... ��.".,�.I.�..�..",�,�l".�1175 SF INFILTRATION 'FRENCH LOT 16 IMPERVIOUS LINER ....... ......................... � ................... � ........................ � .......................... 336 SF INFILTRATION BASIN AGGREGATE RESERvoiR .... ....... � .... � ................... ... I ........ � .... - 288 CF INFILTRATION BASIN .............................. � ........ � ...... � ...... _ ................. _ ....... _ � ................ 103 CF COBBLE SWALE OUTLET - __ � ...... __ ....... _ - -, � - - � - -, -, - - � ...... � ...... � � ........... � ...... � .... � .... 1 LS PROPRIETARY TREE BOXES .................................................... � ............. � ....................... I EA 2" SANDFILTER BASIN .1 .... 1l-l ........ ll.. ...... .... 18 cc - DECORATIVE COBBLE ST0,NE ....................... I—— ...... � 1. I - - -, � � ... ,."-.�..'���,�-1"..�.�.-��.�.,189 SF INFILTRATION TRENCH LOT 15 IMPERVIOUS LINER .,.. .... _ ........... � � - " _.. _ � _ _ _ � _. � _.. _ -, __ _ � � __ � ....... __ ...... _ � ... __ ...... 1458 SF INFILTRATION BASIN AGGREGATE RESERVOIR ,,...,. ...... l.._.._._ ................... .... 1 INFILTRATION BASIN . ........ _ _ � � � ... ___ .... _ _ � ............... � .... ���-�.�...�-.,,,����,��.�.,-.�..�,�,� ....... 1150 CF COBBLE SWALE OUTLET _ ... � .... __ ................ � ........ � .... _ -, � .... _... - _ � ...... __ � � ....... � .... _ I LS 2" SANDALTER BASIN ...... * ....... * ................................................... * ........ * ...... * .... * ___ , 135 CF DECORATIVE COBBLE STONE _......... ....... ... 1ll..-l..l..l ...... - ... - � .. � - � .. � I 1. � 1 1796 fl- Sr De ' ned B Sig ,v Dro wn By _ __ ____ 5L Y SLY ........ . ... ... ....... ..... ......... ... ....... . . --------- --.---- Plons Prepored LInder Supervision Of . "__,__,_�____� if _.__ . . .-------------- LARRY . MARKHAla R.C,E , J0657 6� I, - I lo� - _1�1 At) N V11 " 4- 1�5 I I -pz,� .. 120 240 NOT -TO -SCALE � 41 <> e + ,,� - �b lb ;�l _: , , ,_ � �_-t� � < � � _�ll - es, � E T ) ��c \ I;p O'��- 60 ft ? \-),() . , N�� " , ,�,, %, IR K-& 01- ll�l �p - I '�- � -s- 1;�) \\�-- X ss I __ — __ VICINITY MAP THOMAS BROS (2010) PAGE 958-E3 & F3 GRADING NOTES SM 3, T8S, R3W 1. STANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACTMTIES (I.E., STOCKPIUNG, LAND CLEARING, EROSION & SEDIMENT CONTROL, ETC.) SHALL BE PERFORMED IN ACCORDANCE Wll�i CHAPTER 18 OF THE CITY OF TEMECULA MUNICIPAL CODE, THE ENGINEERNG AND CONSTRUCTION MANUAL, Xi APPLICABLf STANDARDS, THE LATEST tMITION OF THE CALIFORNIA BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. . 2. PERMIT RE-M—IREMENTS. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY VCRK ON THE SITE. 3. NannumoNs. PUBLIC WORKS SHALL BE NOTIFIED VIA THE PUBUC VCRKS INSPECTION LINE AT (951) 308-6395 AT LEAST 24 HOURS IN ADVANCE OF BEGINNING ANY CONSTRUCTION/GRADI NG OPERATIONS, 4. SCALS Al CONSTRUCIION/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PREUMINARY TEILS REPORT BY MATRIX DATED NOVEMBER I �201 3 SAID REPORT SHALL BE CONSIDERED A PART OF THIS GRADING PLAN, 5. Qff/FLL.L. a. MAXIMUM CUT AND AL. SI-OPES SHALL BE 2:1, UNLESS OTHEMSE APPROVED BY THE CITY ENGfNEER; AND SHAJ_ COMPLY NTH THE RECOMMENDATIONS OF THE SOILS REPORT. ALL SLOPES SHALL NOT HAE LESS THAN 907. RELATIVE COMPACTION OUT TO THE FINISH SURFACE. b� ALL MATERIAL SHhi NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOI� VEGETATION AND OTHER DELETERIOUS MATERIAL. IF THE SLOPE RATIO EXCEEDS 5:1 AND IS GREATER T�AN FIVE F11T, THE TERRAIN MUST BE KL`YED AND BENCHED INTO EffHER BMROCK OR NATIVE SOIL, AS DIRECTED BY THE GEOTECHNICAL ENGINEER. c, STABIUTY CALCULATIONS WITH A FACTOR-OF-SAFE1Y OF AT LFAST ONE AND FIVE TENTHS (1-5) SHALL BE SUBMITTED TO PUBUC WORKS BY A REGISTERED CIML. ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 FEET IN VERTOL HEIGHT. D. ALL GRADING SHALL BE DONE UNDER THE SUPERVIS110N OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST, MO SJ-IALL SUBMIT TWO SETS OF WRITTEN CER11RCARON THAT ALL FILLS OVER ONE FOOT IN DEPTH HAVE BEEN PROPERLY PLACED, 6. QMNN6E� a. AS APPUCABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADETDI SLOPES OVER THREE FEET IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. ALL DRAINAGE DEVICES SHA-L BE CONSTRUCTED PER THE APPROVED PLANS. b, EXISTWG DRAINAGE COURSES SHA-L CONTINUE TO FUNCTION AT AL TIMES, NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SEFIALL BE PERUTTED, c. TEMPORARY DRAINAGE SHALL BE PRDADED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING CONSTRUCTION/GRADING OPERATIONS, d. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. e. DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS, NO BUILDING OR WALLS SliALL BE PLACED WITHIN THE HM[TS OFF EASEMENTS. " f. THE MINIMUM GRADE. FOR CONCRETE SURFACE DRAINAGE FACIUTIES SHALL BE A ONE-HALF PERCENT (0.57.). !.PROPERTY CORNM ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRkTlON/GRA3NG ACTMTY, AS DIRECTED �F THE CITY ENGINEER. 8. ROUGH GRADING INSPECTIONS PRIOR TO BUILDING PERMIT. INSPECTIONS SHAll BE REQUESTED VIA THE PUBUC WORKS INSPECTION UNE AT (951) 308-6395. SUBMIT THE FOE [0-W NG: a. TWO SO-S OF PAD ELEVATION CERTIFICARON (I.E., ROUGH GRADE) TO INCLUDE A STATEMENT THAT THE PAD ELEVATION COMPLIES WITH THE APPROVED GRADING PLAN. CERPIFICATION SFALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FIH SLOPES. b. TWO SETS OF PAD COMPAC-nON CERTIFICATION (I.E., ANAL GEOTECHNICAL/SOILS REPORT) TO INCLUDE A STATB�PfF THAT THE GRADING COMPUES WTH RECOMMENDOONS OF THE PREIJMINARY SOILS REPORT, 9. EMI-ATMON PRIOR TO OCCUPANCY. REFER TO FHE CVS ENGINEERING AND CONSTRUCTO, MANUAL. 10. EQLr _QRADING ACTIVITIES. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, iNSTAiING WHERE APPLICABLE: GROUNDCOVER, TREES, SHRUBS OR A COM81NATION THEREOF IN ACCORDANCE IMTH THE TEMECULA MUNCIPAL CODE PMOR To FINAL INSPECTION, SLOPES OVER FOUR FEEF IN VERTICAL HOGHT SHALL HAVE I. - I � ' * ' ' ll. OTHER CONSTRUCTION NOTES. R6T_R TO S . NOTES FOR "PAM%," st ERAL" AND "EROSION AND SEDIMENT CONTROL" REQUIREMENTS. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECIS WHICH REASONABLY APPEAR TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AffECrED AREA TO IMMEDIATELY CEASE, THE PLANNING DIRECTOR AT HIS/HER SOLE DISCRETION MAY REQUIRE T-HE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT' THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND, UPON DEUMINING THAT THE DISCMRY 1S NOT AN ARCHAEOLOGICAL/cULTURAL RESOURCE, THE PLANNING DIRECTOR SliAll NOTIFY THE PROPERTY OVO OF SUCH DETERMINATION AND SKALL AUTHORIZE THE RESUMPTION OF WORK, UPON DETERMINNG THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL N011FY THE PROPERTY OWNER ThAT NO FURTHER EXCAVAIlON OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGA11ON PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE PLANNING DIRECTOR. NO GRUBBIN(G/CLEARING OF SITE SHALL OCCUR PRIOR TO SCHEDULING THE PRE -GRADING MEETING WITH PUBUC WORKS. ALL PROJECT SiTES CONTAINING SUITABLE HABITAT FOR BURROWING OWLS, 'WHETHER OWLS WERE FOUND OR NOT, REQUIRE A ,30--DAY PRE -CONSTRUCTION SURVEY THAT SHALL BE CONDUCTED WITHN 30 DAYS P90R TO GROUND DISTURBANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. IF THE RESULTS OF THE SURVEY INDICATE THAT NO BURROWING OWLS ARE PRESENT ON -SITE, THEN THE PROJECT MAY � MOVE FORWARD WITH GRADING, UPON PLANNING DEPARTMENT APPROVAL IF BURROWNG OWLS ARE FOUND TO BE PRESENT OR NESl`ING; ON SITE DURING THE PRE_CON7SRUCllON SURVEY, THEN THE FOLLOWING RECOMMENDATIONS MUST BE ADHERED TO. EXCLUSION AND RELOCATION ACTMTIES MAY NOT OCCUR DURING THE BREEDING SEASON, WHICH IS DEFINED AS MARCH I THROUGH AUGUST 31, WTH, THE FOLLOWING EXCEPTION: FROM MARCH 11 THROUGH MARCH 15, AND FROM AUGUST I THROUGH AUGUST 31 EXCLUSION AND RELOCATION ACTIMTIES MAYTIAKE PIAE IF IT IS PROVEN TO THE CITY AND APPROPRIATE REGULATORY AGENCIES (IF MY) THAT EGG LAMING OR CHICK REARING IS NOT TAXING PLACE, THIS DETERMINAnON MUST BE MADE BY A QUALIFIED BIOLOGIST." ARCH/CULTURAL_ffd0 .URCES NQfE: IF AT ANY TIME DURING EXCNVATION/CONSTRUCTION OF THE SITE, ARCHAEOLWCAL/CULTURAt- RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS MICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, TI-E PROPERTY OWNER SHALL IMMEDIATELY ACMSE THE H OTHER USTURBANCE. OF THE AFFECTED AREA TO IMMEDIATELY CEASE, THE DIRECTOR OF COMMUNP, DEVELOPMENT AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY 1-0 A -LOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUAUFIED SPECW-IST TO IN�PECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNFICANCE,OF THE FIND. UPON DETERUNING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE PLANNING D�RECTOR SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMMTION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCRCOLOGICAL.CULTURAL RESOURCE, THE PLANNING DIRECTOR SMI NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVADON OR DEVELOPMENT MAY TAgE PLACE UNTIL. A MITIGATION PLAN OR OTHER CORRECRVE MEASURES HAVE BEEN APPROVED BY THE PLANNING DIRECTOR, QULT RES IMIMENT AGE NOTE. THE DEVELOPER IS REQUIRED TO ENTER INTO A CULTURAL RESOURCES TREATMENT AGREEMENT WITH THE PECHANGA TRIBE. THIS AGREEMENT WILL ADDRESS THE TREATMLENT AND DISPOSITION OF CULTURAL RESOURCES AND HUMAN REMAIN S THAT MAY BE IMPACTED AS A RESULT OF THE DEVELOPMENT OF THE PROJECT, AS WELL AS PROMSIONS FOR TRIBAL MONITORS. DISCC LLRE FIND . tlff_QE_GQLT ,a� IF CULTURAL RESOURCES ARE DISCOVERED DURING THE PROJECT CONSTRUCTION (INADVERTENT DISCOVERIES), ALL WORK IN THE AREA OF THE SHA[i CEASE, AND A QUALIRED ARCHAEOLOGTI AND REPRESENTATIVES OF THE PECHANGA TR)BE SHALL BE RETAINED BY THE PROJECT SPONSOR TO INVESTIGATE THE RND, AND MAKE RECOMMENDATIONS AS TO TREATMENT AND MITIGATION. ARCH MONITOR CULT RES NOTE: A OUAUFIED ARCHAEOLOGOL MONITOR WILL BE PRESENT AND WILL HAVE THE AUTHORITY TO STOP AND REDIRECT GRADING ACTIVITIES, IN CONSULTATION WITH THE PECHANGA TRIBLE AND THOR DESIGNAI-ED MONITORS, TO EVALUATE THE SIGNIFONCE OF ANY ARCHAEOLOGICAL RESURCES DISCOVERED ON THE PROPERTY. TRiBAL MONIIQLQU L_ LT-ff3 NOTE- TR&L MONITORS FROM THE PECHANGA TRIBE SHALL BE ALLOWED TO MONITOR ALL GRADING, EXCAVATION AND GROUNDBREAKING ACfl\ATIES, INCLUDING ALL ARCHAEOLOGICAL SURVEYS, TESTNG, AND STUDIES, TO BE COMPENSATED BY THE DEW.LOPER. REUNOUISH (�2'U �TR � 01- THE LANDOWNER AGREES TO REUNQUISH OWNERSHIP OF ALL CULTURAL RESOURCES, INCLUDING AL ARCHAEOLOGICAL ARTIFACTS THAT ARE FOUND ON THE PROJECT AREA, TO THE PECHANGA MBE FOR PROPER TREATMENT AND DISPOSmON. PRESERVE SACRED SITES NOTE: ALL WRED SiTES ARE TO BE AVOIDED AND PRESOWED, EROSION AND SEDIMENT CO THE PROPEffrY OWNERANGINEER/CONTRACTOR SHALL ADHERE TO -niE CITY OF TEMECULA�S STANDARD NOTES AS SPECIFIED IN APPENDIX F, OF THE "ENGINEERING & CONSTRUCTION MANUAL" (I.E. SECTION 6-2) IN ACCORDANCE TO CliAPTER 18.06 OF THE CONSTRJUION, GRADING AND ENCROACHMENT" ORDINANCE NO. 13-01. COPIES OF THE NOTE SHALL BE AVALABLE ONSITE AT ALL TIMES DURING THE CONSTRUC'flON OF THE PROJECT. - ;� . ....... ........ . . -0. I .0 : I � � � � 11 I 111111,101! �m. '. . ..: Ill.. 31111 ,�i!����;,����'��������� . . . . . . . I =01 . . ag������������������������'ll����������mmm'� 's I vvlm . - _.......... CASOA TC-1 = SEDIMENT STABILIZED CONSTRUCTION ENTRANCE/EXIT,__ ....... I ..... ......... � ......... .. � 1 E A RUCT SILT FENCE............... ........... _ .... __,_ .......... _ ... __ ...... � ............ ., � '' _I �z ,. .. , - 51J3 I L-F TRUCT FIBER ROLL ........ � ...... � ....... _ ...... ____ ...... __ ...... _ ..... � ...... _, _. __ _ � ..... 1465 LF RRIER. .... � .... _ _ __ � ............... _____ .... _______-_ ....... 20 LF CASOA SS-4 = HYDROSEED AFTER GRADING ....... _ _ � -.,.. _ � � ............ � ...... � ........................ ____ .......... �565 SF DESILTING BASIN DETAIL = GRAVE). BAGS ........ _ ........... � ........ � ...................... __ ................................. __ 1 9 `5 EA Y LINES, EASEMENTS AND BUILDINGS, BOTH EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN WDID- 9-33C373766 STIEVEN T. SANDERSON QSP#22624, CPESC#6600 RON D. DAPELLO QSD#22646, \f-.PESC#6815 RJSK-LEVEL� I Lfff"~ . . . . : ... ....... , � . . . . i . ... . .: _/.;�,f . � . ... - - - .. . : . .. . . � . . 4� . . . . A - . ��.. . . � .... . . All - I .. . - . .: .... f,,,,/ .... ... I :. P - Y "--' : �6� BUILDING AND SAFE-TY - _. - REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED ACCESS AND ACCESSIBILITY ONLY A ACCEPTED BYi DEPARTMENT OF PUBLIC WORKS PAI 4-0008— PLANTS CHOICE PRECISE GRADING PLANS 7 PM 21383 PM BK 167, PAGES 18-25 CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF tCALIFORNIA. 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D f W @ 71 -4-nn 73+00 STA `70 + 5 4—jrL U2"Ll- — m, a @ co moor STA:72+0018 W E EXISTING NO W XiSTI G FX%JAD --11-1 W W1 IGN NO PARKI G SIGN PARKING SI (30-76)TC W 11 (30.09)FL tAf,�;IINU 114U- (39�04)T -(E) FIXTURE- TO REMAIN (30�46)TC W PARKING SIGN W W W (38-37)FL (36.60)TC (33.48)TC (29.79)FL FW W (35.19)TC (32-18)TC W W W W W 36.10)FL -132 98)FL— W W W V1 yy yy Vy L OU 29-28FL Q . . . ......... . ... .......... .. ... . . . ...... .... . ....... . . . ---P34-28 FL —3 6, -(34myx FL -0�- 0 CURB GUTTER . . . . . ........ . . .......... . 4 SS.- Go co 1,90)TC S C SS .......... 0 INV QQQA 31,23)FL-- I /25.15ANV .......... INV PJW PL 3 5)EX El (37 6. eF El 36FL IN .1 5)FL 47TC ....... .... . ... . ................ . ........... ... . ...... ..... . ...... ..... . ........ ...... 294.94) ............ ............ ................ FOCAL POINT ..... .. .... . . ........ ULL BOX 29.63FL IN 37.1T5C '36C TOP=32.9 34.05f 'T BASK. -1028.13 4 36.65FS BOTTOM BASIN 3 ------ 33.55F (40.63) 3Z91FL. . ......... ....... ... .. . d -1035-00 BOTTOM z, e- 37.00FL --------135.00FL OUTa. SLIDING .... . ............. ..... .... .. .. . ....... .......... ............. CD SWALE ; 11118LIMING - (40.73)TC . ............... .......... . 69, UAlt .... ......... .... ............. . .... ...... . . ....... TE .... . ....... ..... bA VEGETATED SWALE I G ............. . ......... ........... 6. qq IN (40.06)FL ..... ......... ...:.......1 . ..... ...... . ............ 6 PVC Q 2 ZDyy 29,4 INV \�33,84TC -32.78FS 35�66X 36.50FL IN 36.92TC 77 rT� (Z- 77" 36.11 TC 35� 1 6F GB,LP I J, rya--36.42FSg. M61FL VEGETATED SWALE PROP LIGHT PROP LIGHT .37TC CE. n-i7 an TYP, 1A R7Fq T P. Rom PAD-1036-93 �.Z c6 �42.j SIGN f-1Ar%.01Af3r ro -101.2-74 EX ADA PARKING c36) J PAr) GRAPHIC SCALE 20 0 10 20 40 60 ( IN FEET ) I inch = 20 ft V1,11: low= —amw I NOTE: UILDING AND SAFETY TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE Can troc tor InspectoC__ Date Completed WKAM DEVELOPMENT MANAGEMENT GROUP, INC. 41635 Enterprise Circle N, — Suite B Temecula, California 92590 (951) 296-3466 IEL (951) 296-3476 FAX By REVISIONS ACC'D1 DATE I BENCH MARK 600-7-68 BRASS DISK AT TEMECULA, ON MAIN ST., 100'S OF AND ACROSS THE STREET FROM POST OFFICE, SET VERTICALLY IN THE NORTHEAST' CONC, WALL, 15 NW OF THE E, CORNER OF A DOOR COLUMN AT THE E. kCOR, OF THE BUILDING, 2.3 FEET ABOVE THE 1ST CONC, ENTRANCE STEP, AND ABOUT 2' 1 /85 HIGHER THAN THE STREET DATE: 1970 ELEV. 1005,651 FT. SCALE SEAL - 4 Horizontal LARRY R. MARKHAM) � 306 No57 Exp. 3/31/16 verficoll cjv1 P �- CAL'y.- Designed By Drown By SLY SLY Pions Prepored Under Supervision Of ZARR MARKHAA( R.C.E. No. J0657 ...... .... .... STATIONING OF WINCHESTER RCS FROM .... .. REVIEWED FOR COMPLIANCE W1 STREET IMPROVEMENT PLANS 845—LL ACCESSIBILITY ONLY TITLE TLE 24 DISABLED ACCESS AND ACCEPTED B. r DA TE11 Checked By Drowing No. CIT r 004 TA jfAFC� LRM C��;k RECOMMENDED BY. DA TE,&�, DEPARTMENT OF PUBLIC WORKS ACCEPT0 BY- DAT EL yff/Ir PA4 1 —0008PLA NTS LANTS H 0 C E 1 2 Dote /0- 1 T. rHOMAS W. CARCIA PRECISE GRADING PLANS DIRECTOR OF P1011C, WORKSICITY EN0VEEP PARCELS 15,16 AND 17 PM 21383 PM Bpi 167, PAGES 18-25 R,C.f-, No. 4827Q CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, VERTICAL CONTROL SHEET Sheet 2 of 6 U 0 Lr) 0 2 6) E -0 E Ln V1 kD Cl- Ln r-4 Ln Z LU Z 0 /,fiu :70+ , { _� �� CURSE DATA a ICE a3 E ISTIWIN _ Epool dSTING NO � o. LENGTH (FT) RADIUS (Fib DELTA(M) -__ - W PARKI SIGN 00TR AD PARING SIGN PROPOSED EXISTING - � �, ---E E (G'v' �.� D�RETEa EXISTING N 24.95 16.00 `�� �- AV/AR 4� 5� 3 . CATER IDES WATER � �� �i�T�R� T� �'� tAicli EX WATER _ �g� S DEI A K s VALVE�p [ !i WATER 5� q3 i PARKING SIGN 3.00 ( { ITS ,�-,.,-..�..�..,r 1 ^„.-�_...... ;fir E ':.3.3 L. f �' E V Y7l"4T€ 1 _ i �.� __-..,.._....._. f3id�i3►/9� I _ W W - W W W _ _ _ _T w _ _ _ art - W VV 3 CURB c GUTTER -C, ®R . ........ . ......... 4.71 3.00 90000W ---F-297 *2227T [ r r �!, � 1:1 Rif R PL FH r r rr r r 1 _ 4.49 3.00 65*39 01 I �' 3,� I CA _ rl �eA ....w-�.-. EX TREE. �PULL. BOX FOCAL POINT c 3 - 73.49 941,99 4'025 (r 7 � 1 to 7 c o i cta r.s G I Cn 00 �� 3 4 BASIN , 9 4.79 3.00 69 49 57 3 4 7 c I 3.iN w_ .- 4.?tI 3. "432'° w w -T �G� ATEi SIAEE SATE OPEN - _ -- T . = _ G1.37 941.E 3*44'13 OPW zµµ I r 1 } { ' Lf. N ZD ``E 25.11 16-00 39°54'3Qr _ u j` ' EDG W CONC ._ _ - ;PROP UGH I I �. � 1 VEGETATED SAE _ _ PAS ` VENT 25.16 16.00 ' TYP. E TREE 1 a PREP L1.GT TYP: LU 9VI 4.71 3.00 WO(r TYP. , 8 P CD WN € � ° E AAA PARKING � 4.71 3.00 00 12 SIGN 25.11 16.99 8V54W LU ry M E 3 75.23 MOO 9.83 4°51 "1 3* _A 8 it I 1 1/1 c. ®}�{y4/; ;g_}}i q7 Eby," q� V �' 1 52.59 35,E 1*wlom PROP �l"'Y{N �t i,.�i i .. r ENJ, .. ,.. ho, _tl _ M �IPLOYEES PROP ELEC PANELS _ _ � E l � 15 _ 15.75 97. 5311 PATIO 23 EX TREE 2-STORY COD .30' 0 OFFICEMAREHOUSE co SITE CONSTRUCTION NOTES: ' m � !g _ BLS F _CONSTRUCT 4 CONCRETE SIDEWALK PER C.O.T. STD. NO , FL- ' (D � 4O1 �� - 3 7.4el Pt BEI� € CONSTRUCT" TYPE _,®" CURB PER C.O.T. STD. NO.D4A FL s: :� ss 15' 3 CONSTRUCT G TYPE ® CURB PER C.O.T. STD. NO. 204B t3 � 011� 3 , 4 CONSTRUCT TRANSITION CURD O- i g i � 15 CONSTRUCT TRANSITION GURD � D � a i C.� d� BANS PA� 6 2.98 _ � z T �" TYPE _,®�� GU 2D -• - --P ROP ROOF DRAIN (TYP �C.O.T., � �-� � � _.�.�.�.._�.._-_�---- Na CURB � `-� PR'�R � .. � _ CONSTRUCT G CS N �04 >� PROP ' N . IQL�R� TYP _ T CURD AND CUTTER TYPE A S PER C.D.T. STD. CO NSTRUCT UC ffi PROP LICIT m Na, ADC a � EN L.! i_s..i �' > �N BE 3� ` PROP �€ �YP. P� �I�T�R� � Q � .. --...-_ ........... . .... ...... _..... -.. -._ ....-..--.. - .- . -- . -- _ - .- _. -................. -_ .... __ -- --. _-._ __-.....-..._..-_...__ _--.._-� __ _ . - ._ ...._ _ _-_- -- ._ - � ' __ D CONSTRUCT 8CONCRETE PAVEMENT PER GEOTECHNICAL .� E' rj D END CURB O REMA INQ 3) PAVEMENT DESIGN SHEET 6. -- E - BEGIN `� CONSTRUCT CURB UT PER DETAIL THIS SHEET` 4 ..R� NSTRUG RD STEPO -- INSTALL CURD ACCESS RAMP TYPE A PER DETAIL SHEET 4. SLIP RESISTANT SURFACE OINSTALL TRUNCATED DOMES PER FIGURE 11D--7O5. 2D13 t 1CALIFORNIA DING � U L G DE AND DETAIL SHEET 4 01 0 0 i EXISTING s n M Q VAULT i EX TREE I EX TREEQ7 -- E Underground Service Alert Contractor _ Inspector Date Completed 8.35' t MOVABLE MATERIAL S PER TONS _ TY •P H.r2H. H H H 9 ACC sD DATE BENCH NARY 600--7-68 BRASS DISK AT TEMECULA, ON MAIN ST., 100'S OF AND ACROSS THE STREET FROM POST OFFICE, SET VERTICALLY IN THE « . NORTHF-AST CONC. MALL, 1.5' NW OF THE E. CORNER OF A DOOR COLUMN AT THE E. COR. OF THE BUILDING, 2.3 FEET ABOVE THE 1ST CONC. EN FRANC. STEP, AND ABOUT 2 1 /S' HIGHER THAN THE STREET DATE: 1970 ELEV. 1005.651 r-T. L.h.� MOVABLE MATERIAL SEPERATION`' � I � V• a � VLi 3.. Ia SCALE .SEAL. � yFESS/zl( HorZmntol LARRY R. MARKHAM No. 30657 Exp. 3/31/16 Designed By Drown By Checked By SLY SLY LRY PIGns Prepared Under Supervision CIF` - v�___ Doti_ LAB' R A4AWItHTv R. C• No. J0657 1 REMOVE EXISTING CURB & GUTTER 1 INSTALL SOLID COVER ROOF TRASH ENCLOSURE (BY AA H � FL 15 SEPARATE PERMIT) PER DETAIL SHEET 4 OINSTALL CURB OUTLET PER C.O.T. STD. NO. 301 PER EDGE CONC PAVEMENT IPM 21383 DETAIL SHEET 4. INSTALL PARKING STOP PER DETAIL SHEET 4 RINSTALL PM 167/1 6=25 12_'l PARKING STOP PER DETAIL SHEET 4 PAINT BLUE FOR ADA PARKING 3 RIBBON GU 1 TER FL CD 1 PAINT 4" WIDE WHITE PARKING STALL STRIPE. i 1 PAINT HANDICAP PAVEMENT SYMBOL PER FIGURE -� 11 B-�5D2.3.3, 2013 CALIFORNIA BUILDING CODE _�_ 111.94 5 ___ �� �_ ... ......... ......-....-_ PAINT HANDICAP STRIPING PER FIGURE 11 D-SO 2.3.3, 2013 V . CALIFORNIA BUILDING CODE PAINT 4" WIDE ADA BLUE PARKING STALL STRIPE PER FIGURE 11 D-1 BA$D 10 CALIFORNIA BUILDING CODE PROTECT IN PLACE ,:.�` BE RELOCATED I CONSTRUCTTO COMMERCIAL DRIVEWAY PER G.O.T. STD. NO. P j'T S'I, _ V � �g ;yJ "Jl E 207A . ly': Mn .............. z HANDICAP SIGN PER ADA STANDARD AND DETAIL y s.. �s4 f� 5 SHEET 4 CONSTRUCT ADA ACCESS RAMP FOR INTERSECTIONS PER C.O.T. STD, NO, 402 TO BE REMOVED .....GRADE CONSTRUCT 3' RIBBON GUTTER PER DETAIL SHEET 4 CONSTRUCT 6" CONCRETE PAVEMENT PER GEOTTEGHNICAL PAVEMENT DESIGN SHEET 6 -SHAPED BIKE RAGS INSTALL 1 D" U ...... ....... ..... .. ... .....BEGIN . $i $f PAINT GLEAN AIRANPOOL/� DNLY PAVEMENT I�IARI�ING ..._..-.-....-_..._-._.-.- ..................._......................................... .-..__..._........-...-....-.-...._...._._..................-.....-.-.-__._..-.._-...._...-......-.....-....-..-..-.-._..-_...._..--.�..._.............................. X PENCE` � INSTALL CALIFORNIA MUTCD REGULATORY SIGN R1008 SEE . � _ = _ __ _ __Y_._ .__..� - ___ __ _ _�..-_ __-�.-. . DETAIL SHEET 4 INSTALL NO. 2 BACKING ENERGY DISSIPATERS -' if try RECOMMENDED BY � � DA rE: ACCEPTED 3Y, DATE- i1 ACAS W. GARCIA DIRECTOR OF PUBLIC WORKSIC'ITY ENGINEER R C. E No. 48279 INSTALL 4 PVC SLEE�IES __ -- CONSTRUCT FOCAL POINT BLIP PER DETAIL SHEET 4 (FUTURE) INSTALL 4" PVC DRAIN PIPE FOR ROOF DRAINS CONSTRUCT 12is0 2" ROOF DRAIN CATCH BASIN PER DETAIL SHEET 4 OINSTALL AMERIMA 3004-12 ROOF DRAIN SPLASH PAD OR EQUIVALENT 4DINSTALL 6" PVC (SCHEDULE 40) DRAIN PIPE BUILDING AND SAFETY REVIEWED FOR COMPLIANCE WITH RTLE 24 DISABLED ACCESS AND ACCESSIBILITY DPI!-Y ACCEPTED BDATE; Dro winNo. CITY A ,F TAFA DEPARTMENT DF` PUBLE WORKS s PA14---0008 --- PANTS CHOICE PRECISE GRADING PLANS 3 PARCELS 15,16 AND 17 PM 21383 PM BK 167, PAGES 18---25 - CI � Y OF T MECULA, COUNTY GF" RIV�RSIL�E, STATE OF CALIFQRNII�. HORIZONTAL CONTROL SHEET sheet 3 of6 C -a E LO 0 m V) LA LU LU W C. LU Uj V) _ Uj V) z z 0 Ln .Q CL Ln BASIN BOTTOM 10 2; ;4 Y�v) L__ �� TOP OF BASIN _-- RL i ROW _ F 61 36,9 40V _. BACK OF WALK IF{'• : EXISTING 8" (VARIE CURB & GUTTER LOT 15. 4 CONCRETE AND LOTS 16&17 36 REINFORCING STEEL 4 _ BARS S "ALL SE PER � �. �� 4 STANDARD NO.301 _ 4`4 4'� :. 4 2 ]VF CURBOUTLET DETAIL ..__ SECTION ,� MODIFIED CITY OF TEMECUL STD. NO.301 NOT -TO -SCALE NOTE: DRAIN TO DE PRIVATELY MAINTAINED rd ..."....... RE7AINING CURB IF ?c ECESS4RY AT EDGE 51 o f. OF SIDEWALK 2 % Max SIDEWALK 8.33% 8.33% Cox X Max GROOVING PER DETAIL FRONT EDGE C TRUNCATED DOMES PER THIS SHEET OF SIDEWALK DETAIL THIS HIGH VlSlBitl DEPRESSED CURB SHEET BLUE PAINT (TYP) RETAINING CURB IF NECESSARY SECTION —C APPROXIMATELY 3/4 GROOVING DETAIL. ACCESS NOT TO SCALE NOTE: LEVEL CHANGES WILL DE LESS THEN OR EQUAL TO 1 /2" ANY ACCESSIBLE ROUTE OF TRAVEL. CHANGES SHALL BE BEVELED WITH A SLOPE OF 1:2. LEVEL CHANCES OF LESS THEN 1 /4" MAY DE 'VERTICAL. 0 Underground Service Alert TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION .RECORD DA Contractor _ Inspector Dote Completed SIGN R99 (CA) W nA" AC C 801800L E SIGN R 7 -•-8 b HANDCAP SIGN DETAIL A UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PATES ISSUED FOR PERSONS WITH DISABILITIES WILL. BE TOWED AWAY AT THE OWNERS EXPENSE TOWED VEHICLES MAY BE RECLAIMED AT ( Insert Address) OR BY TELEPHONING (Insert Telephone Number) FOCALPOINT HP PERFORMANCE SPECIFICATION HIGH PERFORMANCE MEDIA HIGH PERFORMANCE MEDIA MUST MEET A MINIMUM OF 100" PER HODS INFILTRATION RATE FIELD HYDRAULIC CONDUCTIVITY TEST MUST BE CONDUCTED WITHIN 30 DAYS OF INSTALL. FIELD TEST MUST BE CONDUCTED WITH PROSCRIBED €NPILTROMETER AND SOP (SEE SPEC) FAILURE. TO MEET FIELD TESTING WILL RESULT IN THE REMOVAL AND REPLACEMENT OF MEDl HIGH PERFORMANCE STRUCTURAL UND ERDRAIN MUST HAVE MINIMUM 19 SQUARE INCHES OF ORIFICE OPENING PER LINEAR FOOT. MUST MEET H2€1 LOADING REQUIREMENTS MUST BE MODULAR IN MATURE AND ASSYMBLeED ON SITE MUST HAVE MINIMUM 90% INTERIOR VOID SPACE PLAN VIEW SECTION Y-Y _-_.__..____..._ ......._.._. OUTLET FLOW1,3M 0.45► TOP D; a D . 9 BASE DIa RAISED TRUNCATED DOME 41635 Enterprise Circle N. - Suite B Temecula, Califor do 92.590 (95I) 296-W34 6 TES.. (95I) 23 --3476 FAX BY REVISIONS ACC'D I IAA TE BENCH # AYIC 600-�-7-68 BRASS DISK AT TEMECUL , ON MAIN ST•, 100'S OF AND ACROSS THE STREET FROM POST OFFICE, SET VERT€CALLY IN 'rHE NORTHEAST CONC. WALL, 1.5' NW OF THE E. CORNED OF A DOOR COLUMN AT THE E. COR. OF THE BUILDING, 2.3 FEET ABOVE THE 1ST CONC. ENTRANCE i ANC STEP, AND ABOUT 1 /8' HIGHER THAN THE STREET DACE: 1970 ELEV. 1005.651 FT. FOC& PW Off&.. 00M NoT TO SCALE SCALD SEAL:®ESS3� Horizonfol I.ARRY R. MARKHAM M No. 30657 vleftical AK Exp. 3/31/16 FOCALPOINT HP CONSTRUCTION GUIDE A FOCALPOINT WIDTH 3.31 ft B # UNDERDRAIN WIDE I C 1"OCALPOINT LENGTH 4.35 f# D #UNDERDRAIN LONG 1 E WATER QUALITY VOLUME 617 cf F OVERFLOW ELEVATION G OUTLET FLO LINE H TOP OF MEDIA TOP OF GARION (OPT.) C D R�.wl MINIMUM 2ND STORY 29 co I € _,,._,*_VARIES 43 VARIES _ VARIES m.�.._ VARIES (34 MINA (71 MIN) z 3 1MIN} � �1N W c FINISHED FLOOR 7 V/6 _1' FREEBOARD . • �. ` I` 9N D PTH OT VARIES IMPERVIOUS LIMBER MODIFIED CURB - r (DOUBLE 10-MIL THICK) OUTLET PER COT ALL SB DEWALLS STD NO 301 DECORATIVE COBBLESTONE � ACAS O #3 OR *PARCEL 15 = 2.7' DEPTH 90% COMPACTED SOIL 5MATERIAL OR 2" MIN SAND BED J CLEAN MASHED *PARCEL 16 = 2.8' DEPTH AGGREGATE 111-3" DIAMETER EQUIVALENT *PARCEL 1 7 O•O' DEPTH Uj cl C� z 0 5 TA Q z 0 III Z � „ j 0 c� 0 00 w� UAUA 16 z 3 z b•- z Designed By Drown By SLY SLY � ons ,Prepored Under Supervision Of LAA R. MAI?KHA R C.E. Igo, 30657 4"x 4" €�.5. SHOR1 COLUMN @ TOP OF 'BALL. 1/ STL. PLATF & ANCHOR BOLTS S"x8'*x W SP FACE BLOC# (SPLIT 1 FAC 4-" x 4" .. COLUMN b) 1 /2" DIA. SURFACE SLIDE BOLT W/ SLEEVES TYP. 4"x 6" TRELLIS W/ 3/4" CHAMFER ENDS. SECURE TO SPACES EQUAL SPACES ' BEAMS 1 LAG BOLTS T``P. _...,._.�..... .� TYP T.S. COL. CAP �P. 4"x 8" BEAM W1 314-" � METAL ROOFING CHAMFER ENDS EA. I I I SIDE OF STEEL. TUBE. � �f SECURE TO T.S.� a 4 p 4% 6" � (METAL W/ MACHINE BOLTS � � � � � . -- _ _ _ a � TREL.LI ROOFING TYP. � "h�fr � i'a... S..� ...._.. .._.Y ANGLE FRAME N � �99v 81f 1 < BEAM 4"x4" T.S. COLUMN EACH SIDE TYP. Q A•"x4== € a-S. (2) HEAVY DUTY ( � � zo END DETAIL. BARREL HINGES EACH GATE L 12" _� x 30" DEEP L ! CONCRETE FOOTING 11,9 D€A. SURFACE FOR T.S. COLUMN CANE BOLT Ohs/ SLEEVE N,T.S. a� ^„ " R Ems' 'w ®. @ "." � �• _ p' Q r .'�' a e ' LANDSCAPING (TYP) Y ------ PLAN CONCRETE MONOLITHICALLY rIN. r5' 10 6" 6„ SEE PLAN r ee i LANDSCAPING (TYP) CONCRETE n y. .k '� & e .� ,p c 'k ie s. 4 k .� a. q .a. ■ .y iO{ BE POURED OLITHICALLY f a PROFILE J. KW NOT TO SCALE 120 �4:1 --R�i do 32 � 4; 7 721 SECTION A —A ST DU& NOT TO SCALE 3.3' 3/80, LIP 4 -� 6*x6"10-10 WM GUrTS Dff& NOT TO SCALE NOTE: SEE SHEET 2 FOR 'VERTICAL CON'CROL BUILDING AND SAFETY SEE SHEET 3 FOR HORIZONTAL CONTROL SEE SHEET 3 FOR CONSTRICTION NOTES REVIEWED FOR COMPLIANCE WITH T1 E 2 � ACCESSIBILITY ONLY � ACCEPTED BY.- C17 Y O� F TjCAM CIA DEPARTMENT OF PUBLIC WORKS S PA 4-0008— PLANTS CHOICE PRECISE GRADING PLANS PARCELS 15,16 AND 17 PM 21383 PM BK 167, PAGES 18-25 CITY OF I•EMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, DETAILS Lo ED ACCESS AND Sheet _4 -of 6 -0 u Lo 0 tT7� 0- E E i 0 c CL 1-4 9 Ln���y r—i 0 LU N W Ln I U LA LU z cl- _; V) 0- s.ts C;3 c cri '[3 E �33 E E E d Ln 1-. 00 r� Q 7-i M kn C) 14 is Ln E-A z La.t T- z 0 c" 4 0 Ln elf CD v� vi TOP OF PCC PRAT TOP OF PCC PAV'T --% r- I rz, 'c._Y - r I w ____ W W W Coll w Underground Service Allen TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD Con trgtr Ir:spector Date CompletecL_ a . __.. ._ w — _ _ ._"_..- r 9 W --- . ._ ......._.m..__.._._ ...... _ w __M .._ w ._ _....w W — W '_ ._ ..- Rive - PL x 12"PYVOTER PULI nur tUV4 VE _ I L151 1 kC_ 1,_C 1-'7.(j - C.-, - c_ L C-�wl'_ C, C-' C _2�_ _G T- -C-, T,.C�- G ___7_C_ _x;_ C_ C C__l'_C _T_C_- ci r-� N7 i I � i r F r i �—.— _ r— �w ; µ...m�....=....�=,-� — -- �_ — — —.�. .... __-._..____ _�-...T.— .—� gym::: •. -�. _.�..._. w.. _..- ... _�. __ . S F 1 f 1,v - PCC OVER 12" SDBGRADE -� w �` COMPACTED TO 95 1�ti7L SALE _ 1 3 ! _.... PCC OVER 2 SJBRADE _ 1 COMPACTED TO 95% RISOLATION R! i i _.-.. C [ JOINT (1) [ [ _ `,7 DOWELED CONSTRUCTION i [ _. .. "'"" .__.._ JOINT (D) I F 1.R? ,EMPLO EES .� € f17 CONTRACTION "! PATIO �� I = �._ �I� J JOINTS 'fFFICEMAREHOUSE aah t � � i 1� taq ! I BLDG j[} i `V j r� REINFORCED SLAS (R)L R` I f € - I I i 1 t I' t, 1 1 I I I i j 3 I s New Ns PADX TyP -._ , PROP F_�l s I I_, € E _ ._ R , F R _..� w R C, R —CT C rc r p i; " " ems' _ '' _ ._.� w - ov, 1 4 ® E ' r ' _ , e s � C� ClC4. E C C-d —C+ i% 147 c C — T f C_ c4- >c, -e4,-c, �-C-' t�C,-7, -C 7 T- C -I tv_'�_c C-' t C-1-ci-T 17 y11j , g, .�+'+' w .. �..� .._._ { _ .....�. .d.�• ,w� �wr .wrn' - .� ...._• '.._._w...` �. - n.n •'_..." ..wra.. "'n"" �.n.�.. , `aan"� `�^� (��g 1 f . Rw� � � � Rr/ I� � � 'ism �� � , C _C_ C - + �-c -C C tc j— >c- C C C - C-' C_t>_C C r% __L C t C- C 0 Cif 0 � C 3 C 0- 0 o l 6 ..c4 }} C --- C .�- _..� p- --- i-. -� [% .. y� .f ...._ '_• Vie.. _ ..• ...,,w..... �__�__- _: _ '----""-`� ... .....,...._-- —�.*-. .- ..w..- --ten- r _ .. ._....ge.. "____- „_ ..,_ -• .� _� .. ...�....._ �gi imp - _qs! [y_ �q1j ggg ,�. t,� � w !1� / � 137.. vn� � - �. � V. .,�...-. . � - m, 1Fe/ - BMW V o � ' L 6 i Y ■ 3 � �! - g 7W' ( pI I i AA..rr • 7 ~+8 8 wRl 9y� W.r ddd wn!!! - -� --w -�- ,] - - C - - :. C ��'_ _ :..�.. _ _ -c- � Imo_ C —i- z� � L "� CC. Lc- I C C c— __C c + ..0 C C �—C__d — _C_ C 7-c__� 4-c' I L C A, -C c— —C -C -rc c t 0, 0q, '0 0 0 o' 7 0 f�� 11>1 -C, -C > N7 _C C C C_J_C7_� C, i-C C, C > - > 1. C-,. I -C C C C. 4V- , , J> - . I V - I. V Z,� - 1 L - _ �.`'4> - -- -- C - . ----p - -�- -gym 1—c—f..�., -c ,> ; r� c4 1 7 Tc 0 C) C) - q I 0 V ' 07 0 0 0 > 0 0mod' � #? �, u & 01 ------ C hc t s i 7 I IWHAM DEVELOPMENT MANAGEMENT GROUP, INC. ^ Y 41635 Enterp se Circle N. -- Suite B Telmh, Coiifomlo 9259 (951) 296 -3466 IL, (9 i) 296-3476 FAX DA TE BY REVISIONS A.CCD DA % BENCH HANK SCALE SEA ' OFT C�600---7-68 BRASS L31sK AT TLEMECULA, ON � •� ��41 MAIN ST., 100'S OF AND ACROSS 'THE STREET l-Irrizantol FROM POST OFFICE SET VERTICALLY IN THE ..��.. - NORTHEAST CONE. BALL, 1 .5' NW OF THE E. NO. M 7 CORNIER OF A [BOOR COLUMN AT THE E. COR. EXp, 3a1116 r OF THE BUILDING, 2.3 FEET ABOVE THE 1ST vertkol CONC. ENTRANCE STEP, AND ABOUT 2 1/8' 'Cl HIGHER THAN THE STREET DATE: 1970 ELEV. 1005.651 FTOF BELOW PAVEMENT 114" BEVELED m 31Ss, EDGE (TYP) p n A 2" MIN, JOINT SEALANT 14' (SIiiAFLEX 15LMSL) OR APPROVED EQUAL 7I6" BACKES & ROD CLOSED - CELL RESILIENT FOAM 314" NON -EXTRUDED PREMOLDED COMPRESSIBLE ISOLATION JOINT MATERIAL ASTM D-1751 OR 1752 FALL DEPTH OF THICKEST ADJACENT SLAB NO SCALE TOP OF PCC PANT +,,-/8" SAWCUT CONTRACTION JOINT NO SCALE - 4000 PSI PORTLAND 40W PSI PORTLAND CEMEN I' C�7I�CRETE CEMENT CONCRETE E c , e 6 n0 a '• a n e F41 . A 9 PAINT & OIL THIS END OF DOWEL" (TYP.) FOR NEft-Y PANED CONCRETE: DOWEL HOLES SHALL 9E SLEEVED OR DRILLED AND DOWELS EPDXIED INTO CURED CONCRETE. DRILL HOLES SHALL DE iPf" LARGER THAN DOIEL. UAMETER. NO HAND DRILLS ON MOUNTED FRAMES SHALL BE USED TO PREVENT MISALIGNMENTOF HOL.ES- NOTES. 1, FOR 8F. AN©INTERF�� OF To 6TFCK SLABS aC�L BAR S SHALL BE V DIAMETER 19' IN LENGTH AND SPACED 12" TYP.. DOWELED A k B PROPOSED 6' PORTLAND PROPOSED W POR € LAND CEMENT CONCRETE CEMENT CONCRETE �AVEMENT PER PLAINS PAVEMENT PER PLANS PORTLAND CEMENT CONCRETE (RAMIE PLACEMENT) TO NEAREST JOINT BUT NOT LESS THAN 10 FEET 6" CONCRETE PAVEMENT AT 8'F CONCRETE PAVEMENT NO SCALE - 3 CONTRACTION JOINT (C) NO SCALE - NOTES: 1- NO DOLLS AT CONTRACTION JOINTS 2. CONTRACTION JOINTS SPACED AT MAXIMUM 15'x15' PATTERN RECOMMENDED BY- DA TE 110 ACCEPTED BY:1 . ....... . ........ DA TE I S AS W CARCIA R C. E, No 48279 P a 2" MIN. JOINT SEALANT p< A v n '�xi � F (SIKAFLEX 15LMSL) 'If4i OR APPROVED EQUAL 518" BACKER ROD c A CONSTRUCTION JOINT CLOSED - CELL SETEEN SLABS RESILIENT FORD CONSTRUCTION JOINT NO SCALE " CLEAR FOR 8' PCCP PAVEMENTS FY i !� xm Z� fit` NOTE: 3" CLEAR TO JOINT 1. USE SLAB REINFORCEMENT ON ALL OR TO EDGE OF SLAB SLABS USE CHAIRS OR ZIGZAG (TYP MESH SUPPORTS) REINFORCED SLAB (R) NO SCALE a ISOLATION JOINT NO SCALE - GENERAL PAVING MOTES ISOLATION JOINT 1. CONTRACTOR SHALL ENSURE FULL COMPACTION ALONG THE ENTIRE LENGTH AND DEPTH OF THE JOINT. 2, THE NC7WNAL, TH"NESS (T) OF THE PCC PAVEMENT IS SHOWN ON THE TYPICAL SECTIONS. CORRECT PLACEMENT OF DOWELS AND DEPTH OF SAW CUT IS DEPENDENT UPON THE ACTUAL TFaICXMESS OF THE PAVEMENT, 3. THE PAVEMENT SURFACE SMALL BE CLEANED OF SAW CUTTING RESIDUE IMMEDIATELY AFTER EACH JOINT SAWING OPERATION- THE CONTRACTOR SHALL 'EMPLOY VACUUMING PROCEDURES TO CLEAN THE PAVEMENT SURFACE OF ALL RESIDUE. ADDITIONALLY, JOINT CLEANING PRIOR TO THE APPLICATION OF JOINT SEALANT SHALL HE ACCOMPLISHED BY WRE BRUSHING AND MEANS AND METHODS VMICH CREATE NO FUGITIVE DUST, 4. JOINT SEALS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5_ SLIB GRADE PREPARATION TO EXTEND AT A UNIFORM THICKNESS UNDER ALL JOINTS. THICKENED EDGE SLABS, AND PCC PAVEMENTS AS SHO MV IN THE TYPICAL_ SECTIONS. :� a Qa a 6" PORTL.ANC CEMENT CONCRETE 4000 PSI IZSUBGRAOE PREPARATION 95% BOND BREAKER 6" PCC PAVEMENT SECTION NO SCALE .. 6 - a S" PORTLAND CEMENT CONCRETE 4000 Pat a A. 12" SUBGRADE PREPARATION `95% BOND BREAKER S" PCC PAVEMENT SECTION SCALE, I "= 20' - PORTLAND CEMENT CONCRETE (SAME PLACEMENT) OR IU-T IF JOINT" SPACING " IS 'GREATER THAN 12'-0" IS LATION ANT AT FOUNDATION OR STRUCTURE NO SCALE 41571 CORNING PLACE, SUFTE 101 lq'PEOCON 64� �00�� Ci1ET E. ROBINSON GE 2890 11117� AND SA -ETY PEVIEWFD f-OR COIVPLIANCE WITr OA DISABLED ACCESS AND ACCESSIBILITY ONL Y L,pf.-f.6P.q4(5 I ACCEPTED BY; AL liiof Yl DEPARTMEW OF PUBLIC WORKS PAII4--0008— PLANTS CHOICE PRECISE GRADNG PLANS PARCELS 15,16 AND 17 PM /2i 383 PM BK 167, PAGES 18•--25 CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, PAVING PLAN DATE ,Dro wing No. Sheet 6 of w/1 C7 Lo a r-•i th v �37 6L Ci E Ln 6i Ln tn Ln V) LU V) L ua cn LU c� 4 ,....E Ln c� T_ 0 CL