HomeMy WebLinkAboutParcel Map 21383 Parcel 15-17 Precise Grading .
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GENERAL NOTES NOT-TO-SCALE
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. (AND SUBSEQUENT AMENDMENTS), THE CITYS ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES MID REQUIREW4TS. mmok � PA" � = 1�j At)
t STANDARDS. Ai WORK SHALL CONFORM 'TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE CITY'S IMPROVEMENT STANDARD DRAWINGS FOR PUBUC WORKS CONSTRUCTION PRECISE GMVLw N*5
2. EMERGENCY TELEPHONE NUMBERS, (ANSWERING MACHINE IS NOT ACCEPTABLE): . .
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1-Y Or TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, I lb
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BEING HOE 001 DIAMOND HEARTS RANCH, LLC (619) 778-8173 PARCELS ! �, 16, AND 17 OF PM 21383) 1
(RESPONSIBLE, PERSON/DEVELOPER) (COMPANY) (24-HR PHONE NUMBER) m� 4- 11A
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I_ I I I I INCLUSIVE. GRAPHIC SCALE 10 _;�l
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(RESPONSIBLE PERSON/CONTRACTOR) (COMPAW) (24-HR PHONE NUMBER) __ .. �� CAnl__—===--==_— ----�!ItAf EMU----===---==---- —CAN--
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3. LjCENSE/PM9LRMUMEK. ____ .1 .., ---________�L---------= �
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PNOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM THE CITY, .1 ___ ----RC --------- I.- — __ 50%1%0 Im-_% .. , 0�1
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A GRADING PERMIT SHAti 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 ____ . C I
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jOBSITE DURING CONSTRUCflON, .... . ( IN FEET ) _)10 S�
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4. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT REUEVE THE APPLIW AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORREC111ON . I STER ROAD I inch = 60 ft ? y
OF ERRORS OR OMISSIONS DISCOVERED DURING CONSFRUCTION. �_�__; .-, WINCHES .. IR
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5. WQRKING HOURS. CITY ORDIWNCE NO. 94-25 STATES THAT NO PERSON SRALL ENGAGE IN OR CONDUCT CONSTRUCTION AC11\ATY, WHEN THE CONSTRUCTION SITE IS WITHIN _____ . KI& 0
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ONE-QUARTER OF A fALE OF AN OCCUPIED RES31DENCE, BEWEN THE HOURS OF 6:30 PM AND 6.30 AM, MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT' __\_� - __ -.,-____ I I ___ _...%.--;-- ------ ABBREVIATIONS ll�l
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CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7,00 AM AND 6-30 PM ON SATURDAY, NO CONSTRUCTION ACTIMTY SHALL BE UNDERTAKEN ON SUNDAY AND NARONAiY ; .. __. - . . . . ;;m ___ I;,. --I-\-- EX
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RECOGNIZED HOLIDAYS. i I /I- .... - ..__ _hrs� 11 --- — k�,_ _ 7,.,___._____ ........... .... EXISTING
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6. REGULATORY AGENCY ('LEARANCES. THE ISSUANCE OF A PERMIT BY THE CHY DOES NOT IMPLY OR PRMIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULAIING THE ;. ____ Ex L.U. ... ..,..,. ExiSlING LANDUSE
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PRO)ASIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE APPROPRIATE CLEARANCES FROM THESE AGENCIES SI-ALL BE OBTAINED PRIOR ,� ___
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TO ANY SITE DISlURBANCE OR GRADING. it .. . %..I _____ -/..: : : : .. Pmo _.............. RANCHO CALIFORNIA
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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 . j, 042 11 '. .. . .. __ I __ _r___� . . . . .
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CHANCE IN THE FIELD. REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL. i / , . I ..
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8. PRE-CONSTRUC-BON MEETINGL A PRE--CONSTRUCTION MEETING SHALL BE SCHEDULED TWO WORK DAYS PRIOR TO THE START OF CONSTRUCTION, DURING CONSTRUCTION, A . , .. . — —_ VICINITY MAP
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DEPENDABLE AND RESPONSIVE CONTRACTOR'S REPRESENTATIVE SHALL BE AT THE JOB SITE AT ALL TIMES. . .. I .. . .
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9, 0LITIES, APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATIGN AS '110 THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE . I I I ..
LIIL-13 ,� .1 �� I .. .. GRADING NOTES
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OR NON-EXISTENCE OF ANY UNDERGROUND UTILITIES WITHIN THE PROJECT UMITS, ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPARED OR ; I / � .. . I .
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REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR, AT HIS EXPENSE. . ..: . . . HC SIGN __. HANDICAPPED SIGN
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. /) I I .; �. . . .. 1. STANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES -OCKPIUNG, LAND CLEARING, EROSION & SEDIMENT CONTROL, ETC.) SRklL BE PERFORMED IN
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10. .5,Q�Y, IT SHAl BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERUNE MONUMENTS, AS REQUIRED BY 1. I . . OPOSED SIDEWALK
I _. e . . . ACCORDANCE Wll�i CHAPTER 18 OF THE CITY OF TEMECULA MUNICIPAL CODE, THE ENGINEERING AND CONSTRUClION MANUAL, Ai APPLICABLf STANDARDS, THE LATEST EDITION
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SIDE COUNTY ORDINANCE NO� 491, CENTERLINE IIES SHALL BE PROVIDED 'TO THE CITY ENGINBER, UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCIE IS GRANTED. � I . . � . .. I WALL MON _... WALL MONUMENT .
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I ...� I . I I I .: ... 11 :. OF THE CALIFORNIA BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCI3) NATIONAL POLLUTION DISCHARGE EUMINATION
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Ali EXISTING MONUMENTATION (DISTURBED OR DESTROYED DURING CONSTRUCTION) SRALL BE REPLACED TO CITY STANDARDS IN ACCORDANCE WITH THE LAND SURVEYORS ACT AND .. ..
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THE STREETS AND HIGHWAY CODE, AND AS APPROVED BY THE CITY ENGINEER, UPON REQUEST, SURVEY CUTS SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER. \ . .. . . ... FH ___-._- SYSTEM (i NPDES) GENERAL PERMIT FOR CONSTRUCTION ACTIM IES.
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I/ . �__�_T_ .. .e ELEC MET ....... ELECTRIC METER 2. PERMIT RIE�__Q—IREMENTS A GRADING PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY VCRK ON THE SITE.
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11. DUST CONTROL. DUST SHAI I BE CONTROLLED BY WATERING OR O_FHER METHODS, AS APPROVED BY THE CITY ENGINEER AND SHALL COMPLY MTH SOUTH COAST AIR QUALITY 9 1 . . .. . . I
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MWGEMENT DISTRICVS (SCAQMD) RULE 403. ck� I . .. 3. NagncgoNs. PUBLIC WORKS SHALL BE NOTIFIED VIA THE PUBUC VCRKS INSPECTION LINE AT (951) 308-6395 AT LEAST 24 HOURS IN ADVANCE OF BEGINNING ANY
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qq . .. .. 90"I"114 CONSTRUCTION/GRADI NG OPERATIONS,
12. CONSTRUCTION FENCING. A SIX FOOT CHAIN UNK FENCE IS REQUIRED ON Ali INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF SYSIF-MS ARE COMPLETED OR k�'_ DEEMED 11 Q� ____o I _-.._-....-,.-------------------------------.---.--,.,....-"-."--L"...�.-II..................................... SCE VENT . SOUTHERN CALIFORMA
NECESSARY BY THE CITY ENGINEER FOR PUBLIC SAFETY. THE MAINTENIANCE OF T11E FENCE IS THE SOLE RESPONSIBUTY OF THE CONTWTOR. uj ____ — -.—E---- -- PARCEL 14 EDISON VENT 4. SCAL& Al CONSTRUCIION/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY TEILS REPORT BY MATRIX DATED NOVEMBER
j PH 2130 :��2013 SAID REPORT SHALL BE CONq_DERED A PART OF THIS GRADING PLAN,
13. INSPECTIONS, Al WORK ,PERFORMED WITHOUT PROPER INSPECTION FROM THE CITY MAY BE SUBJECTI TO REJECTION. .� ___7_', - PP -__�...... POWER POLL 1
14. 'OTHER CONSTRUCTION NOTES, REFER TO SEPARATE NOTES FOR "GRADNG," "EROSION AND SEDIMENT CONTROL," "PAMNG" AND "TRAFFIC" REQUIREME9FS, IF APPUCABLE, li - j 1 5. CLjT/FLLL.
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&Lj f 1. .. I PM 167/18-26 mH �........_... MAN HOLE a. MAXIMUM CUT AND AL. SLOPES SHALL BE 2:1, UNLESS OTHEMSE APPROVED BY THE CITY ENGfNEER, AND SHAJ_ COMPLY NTH THE RECOMMENDAIIONS OF 11-iE SOILS
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PAVING NOTES ..T. . PAWMIL 17 ELIO PARCELIS FG __.......... FINISHED GRADE REPORT. ALL SLOPES SHALL NOT HAE LESS TFIAN 907. RELATIVE COMPACT0 OUT TO THE FINISH SURFACE.
11 .I PM 21363 V.2,1383 PM 213M LP .�_.-..-- LOW POINT b� ALL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNflL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOI� VEGETATION AND OTHER DELETERIOUS
. 1, STANDARDS. ALL WORK AND MATERIALS (I.E., ASPHALT CONCRETE (AC) PAVEMENT, PORTLAND CONCREFE CEMENT (PCC), BASE COURSE, EFC,) SHAL CONFORM TO THE STANDARD . POI67/18-25 PM 15711645
�l I . . pm Wile-ft MATERIAL. IF THE SLOPE RATIO EXCEEDS 5:1 AND IS GREATER T�AN FIVE FEET, THE TERPAN MUST BE KL`YED AND BENCHED INTO EffHER BEDROCK OR NATIVE SOIL, AS
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SPECIACARONS FOR PUBLIC M)RKS, CONSTRUCTION /I.E., GREENBOW LATEST EDMON, THE ENGINEERING AND CONSFRUCTO MANUAL, CITY AND ENGINEERING STANDARDS AND 11 1. SYMBOLS LEGEND:
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REQUIREMENTS. . _�--- ---.----- --- .— ..........�:- .:
... ....", : .. c, STABIUTY CALCULATIONS WITH A FACTOR-OF-SAFE1Y OF AT LEAST ONE MD FIVE TENTHS (1-5) S�XL BE SUBMIM TO PUBUC WORKS BY A REGISTERED CIML ENGINEER,
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2. EERMIT REQUIREMENT$. A GRADING OR ENCROACHMENT PERMIT(S) SHALL BE OBTAINED PRIOR TO PAVING. BEFORE OBTAINING AN ENCROACHMENT PERMIT, A CERTIFICATE OF MURANCE I '....., .: SOILS ENGINEER OR GEOLOGIST FOR CIJT AND FILL SLOPES OVER 30 FEET IN VERTOL HEIGHT.
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AND THE REQUIRED BONDING (FOR PUBLIC IMPROVEMENTS) SHALI BE PROMDED TO THE CITY ENGINEER. A CALTRANS ENCROACHMENT PERMIT MAY BE REQUIRED. 11 I .. . EXISTING MINOR CONTOURS D. ALL GRADING SHALL BE DONE UNDER THE SUPERMSION OF A REGISTERED CML ENGINEER, SOILS ENGINEER OR GEOLOGIST, WHO SJ-IALL SUBMIT TWO SETS OF WRITTEN
3. SOIL STERLIZER. AN APPROVED SOIL STERIUZER SHALL BE USED ON ALL BASE GRADE SURFACES PRIOR TO PAMNG. . I CERTIFICARON THAT ALL FILLS OVER ONE FOOT IN DEPTH HAVE BEEN PROPERLY PLACED,
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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 11 .. 6. QMNN6E�
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BEFORE AC IS PLACED), AS DETERMINED BY THE SOiLS ENGINEER AND APPROVED BY 'EHE CITY ENGINEER. �. . a. AS APPUCABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADED SLOPES OVER THREE
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5. TYPE I SLURRY. PRIOR TO PROJECT FINAL COMPLETION AND ACCEPTANCE OF STFUEETS iNTO THE CITY'S MAINTAINED SYSTEM, TYPE I SLURRY SHALL BE PLACED OVER THE ASPHALT I . . � FEET IN VERTICAL HEIGHT OR "FHAT ARE ADJACENT 10 GRADED AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. ALL DRAINAGE DE CES SHA[i BE
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CONCRErE PAVED PROJECT STREET(S), AS DIRECTED BY THLE CITY ENGINEER. THE ENTIRE ROADWAY WIDTH SHAli BE SWEPT AT LEAST 3 'flMCS OR AS DIREClED BY THE CITY ENGINEER i .. . CONSTRUCTED PER THE APPROVED PLANS.
6. FOG SEAL., FOR PRIVATE DEVELOPMENT, ASPHAOC EMULSON (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 ELMYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHAti. I :.. fl 0 . b, EXISTWG DRAINAGE COURSES SH&L CONTINUE TO FUNCTION AT AL TIMES, NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES S,HJNI BE PERIATTED,
�E—APPLED AT A RATE OF 0.05 GALLONS PER SO. YD, THE ASPHALT EMULSION SHAi CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIM,. k ___ -11 .. .. - .- .. - i.......11_1111....� -1 I i I---I I --- - — CENTERLINE c. TEMPORARY DMNAGE SHALL BE PRDADED UNTIL PERMANENT DRAINAGE STRUCl`URES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
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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 I 11 1:.. — — — ___ __ — — __ __
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VEHICULAR LOADS. THE TACK COAT SRALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-IH" CONFORMING TO THE GREENBOOK, _— .1.. _.... ........ .1. . .. . I pil I .. .. . "". ..- --A----- — — -- — RlaiT OF WAY UNE d. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT.
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8. CERTIFICAnQWTE2NG, Ali SUBGRADE AND WE GRADE &iALL BE CERTjnED BY A LICENSED LAND SURVEYOR. BASE AND AC MATERIALS SHALL BE TESTED IN ACCORDANCE NTH THE . '..-.----------L.,:�::L.F---�--.-I e. DRAINAGE EASEMENTS SHALL BE KEPT CLEM OF ALL OBSTRUCTIONS, I 0 BUILDING OR WA_LS SliAl BE PLACED IMTHIN THE HMffS OFf ENTS.
- — 1 . . " TI N G WA TER f. THE MINIMUM GRADE. FOR CONCREFE SURFACE DRAINAGE FACIUTIES SlkL BE A ONE-HALF PERCENT (0.57.).
CffY'S QUkffY ASSURANCE PROGRAM (QAP) AND/OR AS DIRECTED BY THE CITY EwjNEER, � . .F I / EXIS "
9� PAMNG MATERIALS. I ____� SM290-M !. PROPERTY CORNM A.L PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCOVIENT OF ANY CONSTRUCTION/GRADING ACTMTY, AS DIRECTED
<L K MMIAL PARCEL 35,PM 21382 EXISTING SEWER �F THE CITY ENGINEER.
,S� il 1 09-290-M 909-290-034 . 8. ROUGH GRADING INSPECTIONS PRIOR 10 BUILDING PERMIT. INSPECTIONS SHAIJ_ BE REQUESTED VIA THE PUBUC WORKS INSPECTION UNE AT �951) 308-6395. SUBMIT THE
1. AC MATERIALS SHALL CONFORM TO SECTION 203-6 OF THE GREENBOOK AND CITY STANDARDS. 11 r- PARCEL13 PARCELS6 PM 161/47-M ISTING ASPHALT PAVEMENT FOE[0—W NG: �
1. TYPE C2 PG70--1 0 FOR FINISH AND OVERLAY COURSES. THS COURSE SHALL BE A MINIMUM OF 0.1 2 FOOT (1�i INCHES' THICK INCWDING GRIND AND OVERLAY INSTALLATIONS. . .. . . .. Lj Ex, -S OF PAD ELEVATION CERTIFICARON (I.E., ROUGH GRADE) TO INCLUDE A STATEMENT WT THE PAD ELEVATION COMPLIES WITH THE APPROVED GRADING PLAN.
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11. TYPE B PG70-10 FOR BASE COURSE. THIS COURSE SHALL CONTAIN THE BALMCE OF THE REQUIRED ASPRNLT CONCRETE THCKNESS. THE MINIMUM AC LIFT FOR BASE COURSE I PM 21362 pm 161/47-50 ! " -, f,-�.........�_", "" o C S
. -P ,,,�,'-�,,.-',,-,-L,-,,,,-,r�,;,",,-,,,`.`��`��--.] CERPIFICA11ON SFALL BE TO LINE, GRADE, ELEVATION AND LOCATION F UT/FIH LOPES.
IS 021 FOOT (2� INCHES). PH lei/47-60 IR",,�,,,,���",'�
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.._.. ,,-,.,.,�_ "_ b. TWO SETS OF PAD COMPAC-11ON CERTIFICATION (I.E., FINAL GEOTECHNICAL/SOILS REPORT) TO INCLUDE A STATB�PfF THAT THE GRADING COMPUES WTH RECOMMENDOONS OF
2. THE MINIMUM AC THICKNESS 1S 0,3131 FOOT (4 INCHES). 11 I 1� I / PROPOSED SIDEWALK THE PREIJMINARY SOILS REPORT,
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3. THE MAXIMUM AC LIFT IS 0.33 FOOT �4 INCHES). I'�L��'I'�--f"--.�.,�,L�-l'-�1-1--�;,� 9.ON&I-ATEMON PRIOR TO OCCUPANCY. REFER TO FHE CVS ENGINEERING AND CONSTRUCTO, MANUAL.
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 THAT IS TOO SM CONSMUCTION NOTES: QUANTITIES: SOILS ENCIINEER.- 10. Ear __
.. .. .., __QRADING ACTIVITIES. POST GRADING ACRVITIES SFkli INCLUDE, BUT NOT BE LIMITED TO, iNSTAiING WHERE APPUCABLE: GROUNDCOVER, TREES, SHRUBS OR A 0-
ROUNDED, El-C. TYPICALLY, SHOVING RESULTS AT HILLS, CURVES OR INTERSECTIONS, CAUSED 13Y BRAKING OR ACCELERATING VEHCULAR FORCES. TO PREVENT OR MINIMIZE SHOMNG, Eyzm COMBINATION THEREOF IN ACCORDANCE WTH THE TEMECULA MUNICIPAL CODE PRIOR TO FINAL "ECTION, SLOPES OVER FOUR FEEF IN VERTICAL HEIGHT SHALL HAVE :r
THE CRY RESERVES THE RIGHT TO REQUIRE A MODIFIED AC MIX DESIGN WTH PROPERTIES THAT PRO10DE HIGH STABILITY (I.E., ABLITY TO RESIST SHONG AND RUTTING, ANGULAR ONCRETE SIDEWALK PER C.O.T. STD. NO,........-.5722 SF MATRIX GEOTECHNICAL PAVEMENT TO BE REMOVED I. - I L .
AGGREGATE PARTICLES WITH A ROUGH SURFACE TEXTURE, ETC.) IN COMPLIANCE WI-PH THE GREENBOOK AND/OR CALTRANS SPECIFICATIONS. �oi 41769 ENTERPRISE CIRCLE NO. STE 107 ll. OTHER CONSTRUCflON NOTES. R6T_R TO S . NOTES F0R' "PA\/ITw,"*st' ' ERAL" AND "EROSION AND SEDIMENT CONTROL." REQUIREMENTS. u
IF AT ANY 11ME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECIS WHICH REASONABLY APPEAR TO 0
b. BASE MATERIALS. Ln
CONSTRUCT 6" TYPE' "D" CURB PER C.O.T. STD, NO. 204A .......�I 099 LF TEMECULA, CA 92590 BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADMSE THE CITY OF SUCH AND THE CITY SHALL CAUSE 0
1. BASE MATERIALS SHALL CONFORM TO PROVISIONS OF THE GREENBOOK AND CURRENT CITY STANDARDS. ' * L r_4
CONSTRUCT 0" TYPE `D" CURB PER C.O.T. STD. NO. 204B PH: 951-200-4747 ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFEGrED AREA TO IMMEDIATELY CEASE, THE PLANNING DiRECTOR AT HIS/HER SOLE DISCRETION MAY REQUIRE T-HE +_y
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2� FOR STREET' SE01ONS, BASE COURSE MATERIAL SHALL BE CRUSHED AGGREGATE WE (CAB) OR CRUSHED WSCELANEOUS BASE (CMB) PER SECTIONS 200-2.2 AND 202-2.4 OF THE 11 *lk
GREENBOOK. PRINCIPAL AND URBAN ARTERIAL ROADS REQUIRE CAB. 4- �CONSTRUCT TRANSITION CURB 0 - 6"...................�....----11'12 LF SOURCE OF TOPO- PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO A-LOW THE CITY CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED C
- -'L SPECIALIST TO INSPECT' THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND, UPON DETERMINING THAT THE DISCMRY 1S NOT AN Cft
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c. POR11MD CONCRETE CEMENT. ALL PCC USED SHALL BE IN CONFORMANCE TO THE GREENBOOK. 5 CONSTRUff TRANSITION CURB 6" - 8" ............................1..... lz
-.......39 LF ALTA/ACSM SURVEY OF PARCELS 5,16,AND 17, OF PM 21383 BY ARCHAEOLOGICAL/cULTURAL RESOURCE, THE PLANNING DIRECTOR 9iALL NOTIFY THE PROPERTY OVO OF SUCH DETERMINATION AND SKki AUTHORZE THE RESUMPTION OF WORK, w
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MX DESIGNS. TEN WORKING DAYS PRIOR TO PAVING, IHE PROPOSED MIX DESIGN(S) FROM THE SUPPLMNG ASPHALT OR CONCRETE PLANT SRALL BE SUBMITTED TO THE CITY FOR WOEW AND 6 UCONSTRUCT 8" TYPE `D" CURB PER C.0.�.'ST'D'.'N0.204...... 0
APPROVAL THE MX DESIGN(S) SKAL CLEARLY SHOW TRAT THE DESIGN MEETS A-L aTY AND GREEINBOOK REQUREMENTS. .1 . .......�....68 LF CLE ENGINEERIN(3, INC ON DECEMBER 6, 2012. UPON DETERMINNG THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL N011FY THE PROPERTY OWNER THAT NO FURTHER 0-
/ T ND GUTTER TYPE A-6 PER C.O.T. STD...........J99 EA EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGA11ON PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE PLANNING DIRECTOR. :r
10, STREET SECTIONS. STREET STRUCTURAL SECIIONS SHOWN ON PLANS ARE TENTARVE (i,E,, THEY'RE USED FOR BONDING PURPOSES). THE FINAL STRUCTURk- SECflON REOUIREMENTS SHAI-L BE DEFERMM-D i5
BY ADDf_n5W_SCqL TESTS, AFTER ROUGH GRADNG. THE STRUCTURAL SECTION DESIGN SFWl BF REVIEWED AND APPROO BY THE CIFY ENGIN9R. SND DESIGN q_iAILL ADHERE TO RE MER40DOLOGY NO� 200 4.06 ACRES NO GRUB131%/UARING. OF SITE SHALL OCCUR PRIOR TO SCHEDULING THE PRE-GRADING MEETING WITH PUBUC WORKS. ALL PROJECT STES CONTANING SUITABLE HABITAT FOR -a
T14 M RNI TFS . I &
SEF FORTH IN CWTER 600 OF CAI_ff�fiNS HOWAY DES0 MANUAL AND Siqi UBLJZF THE "R" VALUE METHOD (I.E., "R" VALUE TESTS SHALL BE CONDUCTED IN ACCORWE W I FO A T NO NCRETE PAVEMENT PER GEOTECHNICAL...........56642 SF MAX DISTURBED -AREA. BURROWNG OWLS, WHETHER OWLS WERE FOUND OR NOT, RFOUIRE A ,30--DAY PRE-CONSTRUCTION SURkY THAT SHALL BE CONDUCTED WITHN 30 DAYS P90R TO GROUND
' DISTURBANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. IF THE RESULTS OF THE SURVEY INDOTE THAT NO BURROWING OWLS ARE PRESENT ON-SITE, THEN THE PROJECT MAY E
301 AND SHALL BE CERPRED BY A REGISTERED CML ENGNEER). THE NUMBM AND LOCOONS OF THESE TESTS SWL SE SUBJECT TO APPROVAL BY THE CITY FNIGNEER. EET 6. 3,2'3 ACRES � -0
I 1. QMACTO, 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 I MOVE FORWARD WITH GRADING, UPON PLANNING DEPARTMENT APPROVAL IF BURROWNG OWLS ARE FOUND TO BE PRESENT OR NESTING ON SITE DURING THE PRE-CON7SRUCllON E
__ - '
__ (0)CONSTRUCT 1' CURB STEPOUT PER DIETAIL THIS SHEET 4.............144 SF OWNER/APPLICANT SURVEY, 110 THE FOLLOWING RECOMMENDATIONS MUST BE ADHERED TO. EXCLUSION AND RELOCATION ACTIVITIES MAY NOT OCCUR DURNG THE BREEDING SEASON, WHICH IS �
TO TIf CffY EMNEER. _�COW010N TEST OBSEWATION OF SUB-GIRADE MD WE GRADE MATERIALS 94ALL BE COORI)INATED TO INCWDE THE MLS ENGINEER AND THE PUBLIC WRKS INSPECTOR. - -OLLOWING EXCEPTION: FROM WCH I 1 THROUGH MARCH 15, AND FROM AUGUST I THROUGH AUGUST 31 EXCLUSION AND
12. PAVING INSPECTIONS. 6INSTAILL CURB ACCESS RAMP TYPE. A P1 R DETAIL SHEET 4. __,___l EA DIAMOND HEA'RT� RANCH, LLC DEFINED AS MARCH I THROUGH AUGUST 31, WTH, THE F 2!
. 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 :�
. a. BA5E_C&X.lN&EC_B_0N. ONE INSPECTION AT SUB-GR4)E COMPLETION (PROR TO, PLACEMENT OF BASE) IS REQUIRED BY THE DEPARTMENT OF PUBUC WORKS, (SLIP RESISTANT SURFACE) C/0 BENG HOE 001 PLACE, THIS DEFERMINAIION MUST BE MADE BY A QUALIFIED BIOLOGIST." f
b. EAVING INSPEC11ONS. TWO PAVING MPEC'nONS ARE REQUIRED BY THE DEPARTMENT OF PUBUC WORKS: (1' PRIOR TO PAMNG, AT BASE GRADE COMPLETION; AND O)INSTALL TRUNCATED DOMES PER FIGURE 118-705.1, 2013 __.........40 SF 525 PLAZA DEL CID 3.23 ACRES 909-310-015 thru 017 0-
-__ ) (2) DURING PLACEMENT OF AC� � ARCH/CULTURAL-RELOECES, NOE: IF AT ANY TIME DURING EXCNVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER
c, DREMYS. ALL ONSTE PRIVATE RESIDWIAL DRIVEWAYS WILL COMPLY WTH THE APPROWD RMS AND CITY STANDARDS, AND 9iALL BE INSPE MI AND CLEARED By THE M ENGINEM PROR TO CALIFORNIA BUILDING CODE AND DETAIL SHEET �. CHULA MSTA, CA 91910 Ln
FA_MW__ ('_'AREM0Vr_ EXISTING CURB & GUTTER.............�.........�..........�....I...�-1,1 2 4 LFF OBJECTS MICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, T�E PROPERTY OWNER SHALL IMMEDIATELY AM4SE THE 1p
:.. -flES AND LATM6LS SHALL BE IN RACE PRIOR -10 PAMNG. __ HAL FRT OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE, THE DIRECTOR OF COMMUNP, (71
14. ILTILLPES� ALL UNDERGROUND FAUIJ 7i
. 15. TR M- HING FOR UT11 MES. ALL STREET TRENCHES SMi CONFORM TO CITY AND EINUNEERING STANDARDS. REFER TO CITY S-FANDARD NO, 407 rRmH/pomaf REPAIR" FOR TRENCH MAINTEWCE 6NSTALL' SOLID NCLOSURE (BY....___.-...�......1 EA PH: 619-585-9909 APN: 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 14-
............................� FAX: 619-585-4745 Ln
AND/OR REPARS. IF TRENCHES IN CLOSE PROAMTY AND PAPAIEL TIO GU71ER UNES RESULT IN LEAM% PAVBAENT STRIPS IN 01STIKSS OR LESS THAN TWO FEEF IN WIDRI (SETWEN THE TRENCH AND SEPARATE PERMIT) PER DETAIL SHEET 4- CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUAUFIED SPECIALIST TO IN�PECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGMFICANCE,OF THE V-4
0
GUTTER UNQ, SAM PAVEMENT S�RPS SHALL BE REMOVED AND REPAVED, AT ]HE DISCRETION OF THE CllY ENGINEER. A TACK COAT 9iAL 8E APPLIED TO -JOIN EXIS11ING ASPH&T CONCREff MD OINSTALL CURB 06TLET PER C.0,T. STD. NO, 301 PLER _...................A EA 909-310-017 42236, 42260, AND 42284 FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE PLANNING D�RECTOR SHALL NOTIFY THE PROPERTY OWNER OF SUCH r14
'VERTICAL SURFACES IN COMPLIANCE W'M THE GREENBOOK. ,DETAIL 1111T 1, 9 09l/-310-016 'WINCHESTER ROAD DETERMMTION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICALCULTURAL RESOURCE� THE PLANNING DIRECTOR ��
16. PARKING LOT GRADE. THE HNIMUM AC OR CONCRETE PMEEMENT GRADE 9i4L BE ONE PERCENT- (11%). INSTALL PARKING STOP PER DETAIL SHEET 4 __..........................-.19 EA 909-310-015 TEMECULA, CA 92590 SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVADON OR DEVELOPMENT MAY TAgE PLACE UNTIL. A Mff0flON PLAN OR OTHER CORRECRVE MEASURES HAVE BEEN ��
LET
17. aMR -UP. A 3/8 INCH UP SHALL BE PLACED ADJACENT TO CONCRETE GUTTERS IN ACCORDANCE WITH CITYAND ENGNEERING STANDARDS. REFER TO STANDARD NO. 200. INSTALL. PARKING STOP PER DETAIL SHE. 4. PAINT BLUE .......-........I EA APPROVED BY THE PLANNING DIRECTOR, d)
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18. PAVING DETAL AROUND MANHOLES, VALVE COVERS ETC. ALL RAANG AROUND MANHOLES, U-91LITY VALVE, COVERS, ETC.- SHALL BE IN ACCORDANCE WTH THE GREENBOOK ,FOR ADA PARKINI QULT RES TFE�TMQNT AGE NOT. THE DMLOPER IS REQUIRED TO ENTER INTO A CULTURAL RESOURCES TREATMENT AGREEMENT WTH THE PECHANGA TRBE. THIS AGREEMENT _q
REOUIREMENTS, UTIUTY AGENCY REQUIREMENTS, CITY KND ENGINEERING STANDARDS, REFER TO CITY S7ANDARD NO. 503 "PAMNG DETAIL AROUND MANHOLE." UANTITIES SHEET INDEX V-4
PAINT 4" WIDE WHITE PARKING STALL STRlPE..,........288 LF - L 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, �_
19� AC PLACEMENT, THE METHOD OF DEP09TING, DISTRIBUTING (If., USING A SELF-PROPELLED SPREADING/FINISHING MACHINE) AND ROWNG AC SHAILL BE IN ACCORDANCE WITH PAINT HANDICAP PAVEMENT SYMBOL PER FIGURE ........�.......................I EA CUT, 29�2 C.Y� 1. TITLE SHEET AS WELL AS PROMSIONS FOR TRBAL MONITORS. X:
THE GREENBOOK. FILL: 1860 CA� DISCCtlff_QE_GQLT IF CULTURAL RESOURCES ARE DISCOVERED DURING THE PROJECT CONSTRUCTION (IUCVERTENT DISCOVERIES), ALL WORK IN THE AREA OF THE FIND �A
118-502�3.3, 2013 CALIFORNIA BUILLOING CODE 2. VERTICAL CONTROL SHEET . Liffa� (D
20, ACCEPTANCE OF PRODUCT. THE CONTRACTOR SHALL REPAIR ANY DEFECTIVE SURFACING DUE TO GRADE SEl`TLEMENT OF FILLS, TRENCH FILLS OR BASE MATERIAL, AS REQUIRED OPAINT HANDICAP STRIPING PER FIGURE 118-502.3.3, 2013............144 LF SHALL CEASE, AND A QUALIRED ARCHAEOLOGTI AND REPRESENTATMS OF THE PECHANGA TR)BE SHALL BE PENNED BY THE PROJECT SPONSOR TO INVESTIGATIE THE RND, AND 0-
BY THE CITY ENGINEER. NO PAVEM NIF "BIRDBATHS"" W DEMATIONS GREATER THAN 1/8 INCH IN SIX FEET SHALL BE ACCEPTED. EXPORT 1082 C.Y.* 3. CONSTRUCTION NOTES AND r-1
CALIFORNIA BUILDING CODE MAKE RECOMMENDAnONS AS TO TREATMENT AND MITIGATION. a
SHALL (A) PROTECT EXISTING STRUCTURES, CURB AND GUTTERS, SIDEvVAXS, LANDSCAPING, CATCH BASIN DEPRESSIONSAND OTHER �T HORIZONTAL CONTROL SHEET q
ARCH MONITOR CULT RES NOTE: A OUAUFIED ARCHAEOLOGEAL MONITOR WILL BE PRESENT AND WILL HAVE THE AUTHORITY TO STOP AND REDIRECT GRADING ACTMTIES., IN T-4
SURFACE FEATURES AGAINST DAMAGE CAUSED BY PAMNG OPERATIONS AND ASPHALT SPRAY- (8) PROTECT COMPLETED WORK; ALL VEHICULAR TRAFFIC (I.E., MOVING OR STATIOW,RY LOADS) OPAINT 4 WIDE ADA BLUE PARKING STALL STRIPE PER......................18 LLF *TO BE STORED ON SI TE 0
� 4� DE-TAIL SHEET CONSULTATION WITH THE PECHANGA _RBLE AND THOR DESIGNAI-ED MONITORS, TO EVALUATE THE SIGNIFONCE OF ANY ARCHAEOLOGICAL RE%SURCES DISCOVERED ON THE PROPERTY. Ln
SHALL BE KEPT OFF NEWLY PAVED AREAS UNTIL PAVEMENT SURFACES HAVE COOLED DOWN ADEQUATELY-, (C) CLEAN THE SITE 1I.E., REMOVE LOOSE PAVEMENT AND AGGREGATE, CLEAN FIGURE 11B-18A, 2010 CALIFORNIA BtADING CODE r-4
5
�� EROSION CONTROL SHEET TRiBAL MONIIQR--QU L_ (:6
% 2 PROTECT IN PLACE ..........................____.......___.......�........AS NOTED LT-ff3 NOTE- TR&L MONITORS FROM THE PECHANGA TRIBE SHALL BE ALLOWED TO MONITOR ALL GRADING, EXCAVATION AND GROUNDBREAKING ACflVITIES,
OUT ALL MANHOLE PITS, ENSURE FREE OPERATION OF VALVES AFIFER PAANG, REMOVE ALL DEBRIS, RUBBISH AND EXCESS MATERIAL FROM WORK AREA, ETC.). 2, TO BE RELOCAlf-ED -........................__......._-___.........�.........-AS NOTED ACTION OF APPROXIMATELY UPPER 3' 6, PAVING PLAN SHEET INCLUDING ALL ARCHAEOLOGICAL SURVEYS, TESTING, AND STUDIES, TO BE COMPENSATED BY THE DELOPER. a
22, OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR 'GENERA," '��ADING," AND "'EROSION AND SEDIMENT CONTROL" REQUIREMENTS, OF ALLUVIALS ARE REOUIRED PER SOILS REPORT BY REUNOUISH (,`U T 9
CONSTRUCT COMMERCIAL DRIVEWAY PER C.O.T. STD. NO. -____1 442 SF . ILREU 01- THE LANDOWNER AGREES TO REUNQUISH OWNERSHIP OF ALL CULTURAL RESOURCES, INCLUDING ALL ARCHAEOLOGM ARTIFACTS THAT ARE FOUND ON Q
M13ER 30, 20113. THE PROJECT AREA, TO THE PECHANGA MBE FOR PROPER TREATMFNT AND DISPosmON. Lu
207A PRESERVE SACRED SITS NOTE: ALL SACRED SiTES ARE TO BE AVOIDED AND PRESOWED, V)
ANSTALL HANDICAP SIGN PER ADA STANDARD AND DETAIL......___-.1 EA ------- u
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NOTICE TO THE CONTRACTOR: w
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THE EXISTENCE AND LOCADOI UND UTILITIES OR STRUCIURES SHOWN ON THESE PI S WAS O9TAJNED BY A SEARCH OF' A RECORDS. (gk ESS RAMP ,POR INTERSECTIONS PlE'R____.......�I EA =_ EROSION AND SEDIMENT CO fi�
THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY INFILTRATION BASIN .........�.......................___.........�....................._........._._...........�621 CF �::l
MEASURES TO PROTECT THE U`nUTIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECflgq CF, C'0'I'' STD. NO. 402 THE PROPEffrY OWNERANGINEER/CONTRACTOR SHALL ADHERE TO -niE CITY OF TEMECULA�S STANDARD NOTES AS SPECIFIED IN v)
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. TO BE REMOVED -........._-_.........�............�...............................-AS NOTED 2" SANDFILTER BASIN ........._�....�........I�...I�............L,.,.��........................_106 CF w
AND ANY DAMAGE TO THESE LINES OR STRUCTURES. APPENDIX F, OF FHE "ENGINEERING & CONSTRUCTION MANUAL" (I.E. SECTION 6-2) IN ACCORDANCE TO CHAPTER 18.06 OF THE L-u
ADJUST TO GRADE -...............�....................__..................__-AS NOTED DECORATIVE COBBLE STONE ......_�......��...............�I......��.".,�.I.�..�..",�,�l".�1175 SF 3:
-CONSTRJUPION, GRADING AND ENCROACHMENT" ORDINANCE NO. 13-01. COPIES OF THE NOTE SHALL BE AVALABLE ONSITE AT ALL tn
THE CONTRACTOR SHkL VERIFY THE LOCATION, DIMENSION AND CONDITION OF Al UTILITIES AND SIIALL REPORTIANY DISCREPANCIES TO THE CIVIL ENGINEER PRIOR I r I
CONSTRUCT S RIBBON GUTTER PER DETAIL. SHEET 4 ....................41 S 1-IMES DURING THE CONSTRUC'flON OF 11-IE PROJECT. w
TO THE COMMENCEMENT OF WORK, ADOITIONALLY, ALL EXISTING GRADES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON THE BEST INFORWTION ' w
AVAILABLE, GRADES SHALL BE VERIRED AND ANY DISCREPANCY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR EVALUATION AND ADJUSTMENTS AS " CONCRIETE PAVEMENT PER GEOTECHNICAL....�........3431 SF INFILTRATION 'FRENCH LOT 16 �_
NEEDED PRIOR TO CONSTRUC110N. ANY CHANGE TO WORK REQUIRED DUE TO CONTIRKTORS FAIWRE TO VEIRIFY SMI BE THE RESPONSIBILITY OF THE CONTRACTOR. IMPERVIOUS LINER ................................�...................�........................�.......................... 336 SF !Q
I NSTALL 18" U-SHAPED BIKE RACK�................._.....2 EA INFILTRATION BASIN AGGREGAT'E RESERvoiR ...........�....�...............................L....... 288 CF EROSION AND SEDIMENT CONTROL LEGEND: QUANTITIES: 2
THE CONIRCTIOR AGREES THAT HE SHALL ASSUME SOI-E AND COMPIfTE RESPONSIBILITY FOR JOBSITE CONDITIONS DURM THE COURSE OF CONSTRUCTION ON THIS ��C' T — (5
PROJECT, INCLUDING SAMY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING PAINT ONLY" PAVEMEN I MARKING __-AS NOTED INFILTRATION BASIN ..............................�........�......�......_................._......._�................103 CF CASOA TC-1 = SMIMENT STABILIZED CONSTRUCTION ENTRANCE/EXIL-_.......I.... . . .. 1 FF A �:
.......***........ . . 0
HOURS, AND WIT THE CONTRACTOR SHELL DEFEND , INDEMNIFY AND HOLD THE CITY, THE OWNER, AND THE ENGINEER HARMLESS FROM AW AND ALL UABILITY, REAL INSTALL CALIFORNIA MUTCD REGULATORY SIGN R I OOB SEE ...............�2 EA COBBLE SWALE OUTLET -__�......__......._--,�--�--,-,--�......�......��...........�......�....�....1 LS �z I
OR ALLEGED, IN CONNEC-11ON WTH THE PERFORMANCE OF WORK ON THIS PROJECT. PROPRIETARY TREE BOXES ....................................................�.............�...................... I EA RUCT SILT FENCE.............L........�..............�................--1....I...............151J3 LF 9
" TRUCT FIBER ROLL........�......�'...'....�.I.I...'.-.��.�."�-"L.�L.�-...-�.....�.."..�..�..�...,,��...._1465 LF
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. . . . .... ... .. . ... INSTALL NO. 2 BACKING ENEIRGY DISSIPATERS �................__........�....56 SF 2" SANDFILTER BASIN ......__........--"�.................-------l----1 1 RRIER.......____�_I.....I-------L....�L......-.--...---_..,.20 LF kj
INSTALL 4-" PVC SLEEVES......�........-.1.1............-..............I...............8 0 LF DECORATIVE COBBLE STO'NE ....................................--.'--..l-.............189 SF CASOA SS-4 = HYDROSEED AFTER GRADING.......�,�.L-.�..�����.'�..�--..'.���..�...1.I I..-....I I..I-�..............�565 SF z
Underground Service Alert CONSTRUCT FOCAL POINT' EIMP PER DETAIL SHEET 4..........�.......___1 EA DESILTING BASIN DEI-AIL = GRAVEL BAGS ........_...........�........�......................____........__..........�___.__1 9 5 E A ;�
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41635 Entelrise Circle N. Suite 8 OINSTIALL AMER11MAX 3004-12 ROOF DRAIN SPLASH PAD OR.......�.....-4 EA COBBLE SWALE OUTLET --.l----l-....l.---................1.I�I__�...._i LS Y LINES, STIEVEN T. SANDERSON QSP#22624, CPESC#6600 ACCESSIBILITY ONLY 0
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2" SANDAILTER BASIN ......*.......*...................................................*........*......*....*___ 135 CIF RON D. DAPELLO QSD#22646, \f-.PESC#6815 <
(DINSTALL 6" PVC (SCHEDULE 40) DRAIN PIPE--.......__..........-....__60 ILF rl- BOTH EXISTING AND PROPOSED, . o"
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TWO WORKING DAYS BEFORE YOU DIG (B) 296-3466 IL (951) 296-3476 FAX DECORATIVE COBBLE STONE _...................1ll..-l..l..l......-...-�..�-�..�I 1.�1 1796 Sr RISK-LEVEL I - TED 8 r�__ ...., -.-----Aa _�,?. DA rf_., -4
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Date Com,pleted ___ ___ CONC. ENTRANCE STEP, AND ABOUT 2 1/8' ,,S��,,,,�,c, v� I * LARRY .. UAA .HAla R.C�E Na 48279 . X1.16 'l'l'l'l'L'LL'l,-'ll-l.L� .W. CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF tCALIFORNIA. _........
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41635 Enterprise Circle . --- Suite B STREET I �ROVEMENT PLANS 845--LL ACCESSIBILITY ONLY 0
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CONSTRUCT 3RIBBON GUTTER PER DETAIL SHEET 4 �
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CONSTRUCT 6" CONCRETE PAVEMENT PER GEOTECHNICAL
pi
PAV'EMENT DESIGN SHEET G �
1 1 _ p I INSTALL 1 D" U-SHAPED BIKE RACK U
16 3 ......... ............ .......
�'� LU
ENS I Y PAVEMENT MARKIN
� --------� ��� _ �.�� �. . ..� �E�IN � _ FAINT "GLEAN A RANPOOL�E oNL $' �
__
__._..-._-._- - - ----_.-__- ._... w... EX FENCE IA MUTCD REGULATORY SIGN R1CDD SEE
I L I
AIL H 4
' a
INSTALL NO. 2 BACKING ENERGY DISSIPATERS w
Ex R�.E& �,; I N STALL 4" PVC SLEEVES `t
67.01 48.63 48,63
Uj
MEMO
CONSTRUCT FOCAL POINT BMP PER DETAIL SHEET 4
ExIsTING � �0 � 7"E p27V)
FUTURE) <
EXISTING _ CR ' P I
TRASti - I CG A,L �E INSTALL 4� VC DRAIN PPE FOR ROOF DRAINS �
E NCI.,OSURE I ; s�
E CONSTRUCT 12 x 1 ROOF DRAIN CATCH BASIN PER DETAIL
SHEET 4
OINSTALL AMERIMA 3OQ4�-12 ROOF DRAIN SPLASH PAD OR �
UnderMgreunc Service Alert. '�. RAPHIC SCALE EQUIVALENT z
20 0 10 20
o DINSTALL PVC (SCHEDULE 4O DRAIN PIPE
BUILDING ANCA SAFETY �
MARKHA DEVELOPMENT MANAGEMENT GROUP,INC.
IS T } R "VIS WED FOR COMPLIANCE ITN RILE 24 DISABLED ACCESS AND z
_ 1 En lel r; e circle N. Sli ACSSI '1L1 SAI_ z
Temec la, California 9 ,590 n� �T .
1951) 296--3466 IL. (951) 296-3476 RX � I�
TWO WORKING DAYS BEFORE YOU DIG ACCEPTED B�' DATE.
Ln
CONSITRUC`TION RECORD DATE BY REVISIONS ACC.D DATE BENCH MARIE S�AL� SEAL: � SS/( Designed By Drown By Checked By Droving No
6ContractorI�O--7-68 BRASS DISK AT TEMECULA ON � �' SLY SLY LRY RECOMMEND "D BY DAr :• CITY A ,F TAF Ecif" DEPARTMENT Of' RUBLE WORKS �
_ _ cL
MAIN ST., 1O0S OF AND ACROSS THE STREE, HorZmnto1 � � PIGns Prepared Under Supervision CSF`
I~ROM P�7ST t�FFiCE, SET VERTICAL�.Y ITV ,FIE ...; L.r�RI�Y �', MRRI�HAI� p� �°
P PANTS CHOICE
Inspector NORTHEAST CONC. 'WALL, 1.5' N OF THE E. � No. 30657 �} F ��_. -w�.._ � ACCEPTED BY, , �._ DAM �� ��� ��
CORNER OF A DOOR C{)LU MN �4T THE E. COR. � �_ m„. ��� ` TIO ACAS W' GARCIA PRECISE GRADING PLANS
3
Exp. /31�'16 D '
w
OF THE BUILDING, 2.3 FEET ABOVE ,FIE IST DIRECTOR OF PUBLIC IC DIRKS CITY ENGINEER
I��rt�cr�l � '�' �... �,;;, .;:...v:�,:<<:� PARCELS 15,16 At�f3 17 PM 21383 �'�I BK 167, (3r�GES 18-25
fat Completed CONI. EN rRRNCE STEW ANO A O T 1/S' c AR R_ MARKH 11�
STEP, C t V I L/,,�� R C.E No. 4827 _ �` � CITY OF TEMECULA, COUNTY OF RIVERSII�E, STATE OF CALIFORNIA.
�� ."..............
IG H ER T��AI� THE STREET ��` � �:...::•���::�:.
DATE 1970 ELEV, 1005.651 FT. � ��C � �'�, . Ivy. �����_ A��:� HORIZONTAL CONTROL SHEET ����� � ��
a�-
3� RBASIN
�-- .._-_-------
�
BOTTOM INFILTRATION BASIN DETAIL UNAUTHORIZED VEHICLES PARKED �
IN DESIGNATED ACCESSIBLE 6" 0.
`2:1 SPACES NOT D1SI:'L AYNG BACKING SIN TYPICAL SECTION
DISTINGUISHING PLACARDS OR N,T, a �.�
SPECIAL. LICENSE PATES ISSUED � � `
LANDS�rAPIN� -.•�
2�o FOR PERSONS WITH DISABILITIES , QTY,
----- - _1F _ _ R � WILL DE TOWED AWAY
AT THE OWNERS EXPENSE `
1 1 p 29 MINIMUM �. 2ND STORY
�-
ci TSD EHILES 3.0 - _ —
3 _
MAY DE RECLAIMED AT _ A
_A
� 4 �F � 1�.� ( Insert Address)
v
r i �. SIGN R99 ( CA ) �
]' OR BY TELEPHONING ��. PLAN CONCRETE
a V, 0 w� ._ "'�. n- lam " 6.5' TO B POURED
f� v , l I r zr I T ��h � N 7€ r l L1 a .' �. O OIITN CALLY
CARIES VARIES
" 1 �� VARIES CARIES m�
EXISTING � �� �� �� — (34 MIN) - _ ( MIN) _ ' �Il�} (51 MIN s� 10 10 �� ,
CURB & GUTTER S N R ye r NOT TO SCALE X �. PLAN
(VARIES) cr FINISHED FLOOR
CONCRETE
SIGN G N R�-•-$Iwa � �- �.��� TO BE POURED
LOT 15 �� � � .. .�. >o ,s � LANDSCAPING SLAP I N�4 ���� a . ,_
LT ���' � ��°� _ _ 1' FREEBOARD
�._.. .a��•: ��.•• • ;a .. -e __ ���c��"��������
CONCRETE AND ' . m , � �. _
3°? , •1 ' .
REINFORCING TE _
..,�
�. ` SIN D PTH �.��• �. .' • j Lam_
BARS SHALL � ��� �� �` �` AMIE IMPERVIOUS S LIMBER PROFILE
��, �� I #CD[FfED �R� - r Q3�DLE � �IL THII4
OUTLET PER COT ALL SI DEIALLS
>��qnn - :. ��, - ll STD NO 301
DECORATIVE COBBLESTONE � MATERIAL
S�C#3 OR *PARCEL 15= 2,7'DEPTH NST T� SALE
CURBOUTLET DETAIL 90%COMPACTED SOIL 5MA ERIAL R
�'°MIN SAND SED-� CLEAN WASHED *PARCEL 1�= 2.8'DEPTH
MODIFIED CT T���C�L STD. � . o _ AGGREGATE 111.3" 120
NOT—TO-SCALE FOCALPOINT HP PERFORMANCE SPECIFICATION FOCALPOINT HP CONSTRUCTION GUIDE DIAMETER E DIVALENT *PARCEL '17=O•O'DEPTH
HIGH PERFORMANCE MEDIA
IGH
NOTE:
HIGH PERFORMANCE MEDIA MUST MEET A MINIMUM OF 100"PER HOUR INFILTRATION RATE A FOCALPOINT WIDTH 3.31 'st
A
DRAIN TO �E PRIVATELY STEL' SAINT INB D FIELD HYDRAULIC CONDUCTIVITY TEST MUST BE CONDUCTED WITHIN 3€�DAYS OF INSTALL. B #L.1€ DERDRA€N WIDE I
FIELD TEST MUST BE CONDUCTED WITH PROSCRIBED€NFILTROMETER AND SOP(SEE SPEC) C FOCALPOINT LENGTH 4.36 f#
FAILURE.TO MEET FIELD TESTING WILL RESULT IN THE REMOVAL AND REPLACEMENT OF MEDT D #UNDERDRAIN LONG 1
HIGH PERFORMANCE STRUCTURAL UNDERDRAIN E 'MATER QUALITY VOLUME 617 d
MUST HAVE MINIMUM 'I9 SQUARE INCHES OF ORIFICE OPENING PER LINEAR FOOT. F OVERFLOW ELEVATION � _ � _. tm
CLR. _
MUST MEET H2O LOADING REQUIREMENTS G OUTLET FLO LINE vv ��j � ('�J
pyq,� jy^� ��jj ��'�}/ [��{ j1 RB fJ
MUST
€ ® IN
N M ¢gp.+ N OF
MEDIA ..".•,s^,YE.ti �'tA •'4''f �.�. -�JyyH�}IJl pt�T. ^��.....�99 PROP�T�F��E
Y 4T!41 Ti'Ti.� 6 ILJT BE MODULAR f9%NATUREAND A ��YYl�F.�x.--D�:Y�T H TOP�f .:al;n.:. COLUSv; TOP
{3 =y �S/............
� � T � MUST HAVE MINIMUM 90% INTERIOR VOID SPACE I TC P�3F GA�d[�I�1�C7PT.} 'BALL / STL, PLATE GATE OPEN'G
. .o f. OF SIDEWALK PLAN r ANCHOR -- 4: OFMATERIAL ��1
M in
_ s �b2 HB�H �.
t 1200 CF MAX
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GROOVING G
PER DETAILC H r:.2S=1. r41 iS?2A4Pi .. 4WIDTH V ARW5 ani
F "—TRUNCATED 0 Ln
R D N T EDGE � DOMES �'�F� THIS SHEET � Z � �-»� 4' _�...� 32” �
OF SIDEWALK
0 LUs� RECYCLE SIGN W/ s�
DETAIL THIS � � � __6" RADIUS TYP. � CARECTIONAL ARROW V
SECTION'_ ATTACH TO WALL - -�
16
HIGH SSHEET� T v Ft } r€ s ;.F't'. ._._.._..... INTERNATIONAL SYMBOL � � � 7 L �
BLUE FAINT (TYPE D�PRE�S�D C�R� �.. � .
1���111�INC � .�...._..___ �` I �o� �,E�Y�L.ING,
CURB I I 72
NECESSARY �� ;," - _ . � � z 6' GATE. EYP.
GUTTERy
x SECTION A—A
Le y .' f "---CONCRETE APRON 0-
-_r - ----
' :.=.,r ,- ,'... SEE ENGINEERS PLAN �
2% Max 1
� �:a. �-�T,�� � NOT � SALE
CENTER TO _:..
r
SECTION C—C CENTER SPCC N 0 o 0 .� -�
r'OUTLET PIPE z
0
APPROXIMATELY 3/4" 0 v
N.T.S.
DE-MCTABLE W �i NG WRF CFFOC& PW 00M
---- NST TO SCALE
GROOVING DETAIL.
®■ 45'°
CURB ACCESS T''�� TSP > �� � � •� � 9,
1/2 DIA. .SURFACE SLIDE �
e � z a r >. - rra s.t BOLT WY SLEEVES TYP. �
�0 �� �!��.�:�� r-�. �Axa~. � ,. � „
NOT TD SCALE ■ 'x 6 TRELLIS /�? 3- Q. SPACES 6 EOUAL SPACES 1'
BASE D 1 CHAMFER ENDS. SECURE TO T.S. Q . CAP EYP.
�:
BEAMS f LAG BOLTS -I`a`P. TYP
NOTE: LEVEL CHANGES WILL BE LESS THEN OR EQUAL � �:�� :�����r Y�; _� _�__ --���, � m ��� METAL ROOFING , _ �
.. 4"x 8" BEAM W f
TO 1 ANY ACCESSIBLE ROUTE OF TRAVEL. � CHAFE ENDS EA.
CL..:.:....:
;'. <- ' , I , �y` . : '; `: SIDE X31" STEEL TUBE. �
CHANCES SHALL BE BEVELED WITH A SUPE OF �.:IFS � � - � e - p 4 p �_ �P � � 3 � LIP1-4
RAISED TRUNCATED DIME � ����,� .� �.�. �
I ac 6 METAL c�
LEVEL CHANCES OF LESS THEN MAY W/ MACHINE BOLTS � � _ _ _ __ a � _ TRELLIS— ROOFING
�E 'VERTICAL. EYP. res
i
3"x3" STEEL 4� �w��--�-.. �.. �lE. era
•[i F! ANGLar. FRAME
Ox '_
EAM x 1 fl 1 0 M
f
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EACH SIDE TYP
y
-
r. ,
�.`
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NOT TO SCALE
f
s
DUTY �
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W GES ��� DETAIL
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Q € „
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y.
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:;Y:
_"�`�•:��;��':���::�.4.._,�.;�, CONCRETE �"OOTING ,9
- r .,>-•.� '�.;.� ;''-�. i rot �
..-... T.S.a'.. �'.a FOR COLUMN
_ ate, w„+-�.• 4.�;;•.1.- '� )'. •:tr: €�� CANE BOLT 1 � DIA. SURFACE
7" 1`7
/ SLEEVE
V)
X -{-
REI Cf'�a' SfK.€I7F� f 14`7 f DF 4I�3.3 .R� i cif CY�Lg+ 5- N,E.{i.
EAW . STOP DUAL
NOT TO SCALE U
� ��.�'�L�TUe�,7'�" l�l�T� T£:�1�.�3�rr�1'�i3 5.b..�
Underground Service Alert � SHALL BE PLACED 3' FROM THE FRONTNDS �.
END OF THE PARKING SPACE TO THE _BASlN TYPICAL ._ _ �_ NOTE: �
REAR OF THE PARKING STOP. SEE SH���
BUILDING AND SAFETY
M IJ ST HAVE STEEL REINFORCING ��� SI FET � ESR I�I�I�I��N�AL ��NTR�?L �
MMKHAM DEVELOPMENT MANAGEMENT GIWP,INC.
SEE SHEET 3 FOR CONSTRUCTION NOTE
_ �. .� .�,.�.......� REVIEWED FOR COMPLIANCE I�ITFI TI E 2 1 aAB�,�'L� ACCESS A1��3
416135 Enterprise Circle N. - Shite B CATS ACCESSIBILITY ONLY � 0
Temecula, Calttort6o 92.590 NOT T SCALE
TWO WORKING DAYS BEFORE YOU DIG
(95 1) 296-3466 � (9��� �� -��� �� ACCE TEV By.- TE-
CONSTRUCTION .RECORD IRATE BY REVISIONS ACC D DATE BENCH MARK SCALA SEAL. EESS3o, Design ed By Drown By Checked By Drawing lea,
C17YOW,AFZZAACCIf" DEPARTMENT OF PUBLIC WORKS
600--7---68 BRASS DISK AT TEMECULA ON �� �>�` SLY SLY LRM RECOMMENDED BY- DATE.- It/Y/
Contractor
lilliliccl-
MAIN ST, 100'S OF AND ACROSS THE STREET HorizantvlSupervision � vii
i ons Prepored Under C�
FROM POST OFFICE, SET VERT€CALLY IN 'rHE _ I.AR€�Y R. MARKHAI� � � �� � PA 4-000_ _-.. PLANTS CHOICE
NORTHEAST CONC. WALL, 1. NW OF THE E. ACCEPTED Sr. DATE-1A. fC
Inspector � (�o. 30657 _.._�_---=M�-..� _ .�... ._._ ��---•--- - �
CORNER. OF A DOOR COLUMN AT THE E. "'OR. - _ Exp. 3/31/16 . _. C � �_ T14DYAS Y. 6AR67A ..,.,.,• :t.:e PRECISE GRADING PLANS
OF THE BUILDING, ,�.3 FEET ABOVE THE 1ST m :::::Y.
°" PARCELS 15� Y
ll�ftiea! � � _ 1�1,��C�Q�' �f ����1� €�a�'/lsf�'If Y�ld��t'JE"F��� �•...d- �;y,,�..�,
LAA' R. '�AA'�f-IA - ;-•.: .::. . .F 16 AND 17 PM �133 P'vl BK 167 PAGES 18-25
Dote Completed � � __ �__ CONC. ENTRANCE STEP, AND ABOUT 2 1/8' M M � j�x C I V I �� R.C.E, Ido.-48. 79 � CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
HIGHER THAN THE STREET -- � ... .,.:... :..
DACE: 1970 ELEV. 1005.651 FT. OF-CAW R.C.E. No, ,30657� f�f L� .
rr rJ
F t .,rrJ'rrrjr�r��1
,- JrrrJ•.•rrr •`r NOTE: INSTALL FIBER
- ��J JJ• Jr�rr rJJ•r•
rJJJ•rJrrJ�J
-V ROLL ALONG
NC A LEVEL
FLOW CONTOUR .
rrJr,JJ•rrJlrJr
JrrrJrJJ•J•JrJ•J -V
`J••J•rJ•rJrr" III"
JJry F
rJ rJ r
PROPOSED
r I BE
CRA��EL. BARRIER
BARRIE
BAG
�
PROPOSED CASQA CURB �t �
ROLLS
S �` �t r �'•r'
SILT FENCE �
SE � r J J f
r J••r •J •Jr•r
CASQA 30'
SE--1 �___TM '� � �, -V � N r r�rJJ•r
• r r r r! -
rr. rs /f
Z- RAVE L BACJ••�•• J rr�•r•J��••r-
s,g g ....... J j�rlJ•rr�r��r �rrJr' JI
HIGH BARRIER
VERTICAL SPACINGJrrrr•J 1 JJJ•{-
•J��•JrrJrdr .,'
MEASURED ALONG ��� •'..• III
--- > ` "'°,� -� -- 1 - IV
R A L BAC •r
TIME ACE DE THE INSTALL A FIBER ROLL._ NEAR
-- HIDH SPILLWAY _ � � ---
0 _ SLOPE IS 20SLOPE WHERE IT
0 � 7 � � � � 0 0 " � E- GRAVEL I BARRIER DETAIL _V INTO A
TRANSITIONS
STEEPER SLOPE
PROPOSED
FIBER ROLL :< PROPOSED NOT TO SCALE
PROPOSED CASAPR€ PaSED
FIBER ROLL SE-5 FIBER ROLL SILT FENCE
PROPOSED CASQA
CASOA CASA
FIBER ROLL SE--5 _ SE-5 -IBER
CASOA CASOA j ROLL 8 g=
TR-�-1 �
E- --�_ MIN
..PROPOSED PROPOSED 3/4- X 3/4-
PRPSD FIBER ROLL �; �i HIGH
I rr
FIBER ROLL
CASA M� z, TRIPLE ROW � ��
CASQA < C
E��S SE-5 it RAVEL BAG BARRIER STANCES MAX
SEE DESILTING BASIN DETAIL 4 SPACING
0 a �� ��� ��-5 DETAIL
0 w C
PROPOSED T
SILT FENCE . . . . .. . ,
CASOA,
SE---
I
2 . sI"APLE WIRE FENCING
_ YDROSEED 1 . SES POSTS AND E CAVATE TD THE IE F'asTs .
AFTER GRADING A 4- BY 4 IN ( 1 D BY 10 CM
SS-4 TRENCH UPSLOPE I=RDI AND
FENCE A ...UNG TIDE LINE OF� POSTS
S I L I �- _
FABR I C 2' x2 s'WOOD STAKE.
0 €� 0 0 0 0 0
3
I
r
4 1N a CSI)
NYDROSEED
0 0 0�- �-AFTER C € DIN � � 4" �
PROPOSED
CASOA . ATTACH THE FILTER ABR I TO
FIBER ROLL
CASOA F4 THE WIRE FENCE AND EXTEND IT
4 . BACKFILL AND COMPACT TIME
SE-5 � .. ...._�.... _ - .. INTO THE TRENCH . EXCAVATED SOIL .
TYP -�
4.=s �
PROPOSED _... -,�.. �
SI .T FEN: E `�-- �..W_ F� I LTER F ABR C
SSA WIRE
Ln
CASOASE I'�I DTE :: Q
, r� DETAIL � 1STAKE DIMENSIONS ARE NOMINAL.
INSTAL PVC. SCf I. 4D LDS N.T.S. 2.. STADES SHALL BE SPACED AT 8'_0" MAXIMUM
FLOW DRAIN PIPE AND A.C. RAlt�l ' AND SHALL BE POSITIONED ON DOWNSTREAM �
OVER
THE TDP OF EXISTING CURB SIDE OF FENCE. kn
GUTTER. FOR ENTRANCE EXIT
t�
FROM SITE. 3. STADES SHOULD BE PLACED ALONG
TEMPORARY' CONSTRUCTION FENCE q
Ln
50' MIN
GEN
DECORATIVE COBBLESTONE �
CORRUGATED STEEL_ PANELS 3 ROWS OF GRAVEL BAGS V)
U
-APIC SCALE � � � Of
CASC A TC— - STABILIZED CONSTRUCTION �-- PARCEL TEMPORARY
CL
a Q �a �O �O ENTRANCE/EXIT .,...........................,................ 1 EA � c INFILTRATION 1 RENCI� DESILTING BASIN Ln
1 ' SIN LULU
CASOA SE- 1 CONSTRUCT SILT FENCE ............................ 1 533 LF
� � D _
N' FEE'S } U) � � �� �� r� � 30 MINLU
T
I inch 30 ft. � � � - CASQA SE-5 - CONSTRUCT FIBER ROLL ................................. 1465 LF.
�- COMPACTED SOIL
CASOA SE- 2 . 7 ' AGGREGATE "RAVEL 2
D CONSTRUCT DRAVE L BAC BARRIER 2D LF 6
_ BACs DEEP
CASQA SS-4- l 1 'DRDSEED AFTER GRADING ...,..... SF �
U
:r �_ DETAIL SI- T s DESILTING BASIN GRAVEL BAC BARRIER 565 SF , TO 3_¢ COARSE 5
"ASO T_ �-1 AGGREGATE MIN 6 DEPTH CIES L`1NG BASIN
Underground Sri Alert DETAIL. SHT 5 - DESILTING BASIN GRAVEL BAC BARRIER 565 SF I DETAIL SPREAD OVER FIL-FER FABRIC DE TAIL �
N.1 .S.
NOTE:
N.T.S.
BUILDING AND SATIETY
MRIMI�DEVELOPMENT GEMENT GROUP,INC.
CONSTRUCT
SEDIME� IT BARRIER
T-
--- - AND C H A N N E L I Z E R U N D F I" 1 D REVIEWED i�� G Pt_IANCE WITH TITLE 2 DISABLED ACCESS AND z
41635 L terprl e Circle I�, Suite SEDIMENT TRAPPING DEVICE. ACCSSIBI�.ITY O L Y 0
Temecula, California 92590 2
9,,51) 296--3466 TEL. (951) 296--3476 FAX
TWO WORKING DAYS BEFORE YOU DIG r� ACCEPTED BY' -- DAM
�a
Ln
11-4
CONS RECORD DATE SY REVISIONS CCD DATE BENCH HARM SALE SEAL: � s Designed By Drawn By Checked BYCIT r ap, 7 Drowing No.
ac r 600-7-68 BRASS Y AT TEMECULA, C�I� ,�, ' �``?, SLY SIM LRA4 l�'EC`���I�IEI DED BY- DA TEL � FJA FC11" f��T'A�'T�E�IT �� PUBLIC' �Ut�f�S �
Gc r� MAIN ST., 100'S OF AND ACROSS THE STREET Horizontrl � � �
P,ans � � U: i �r 5 �� iPA 4 D PLANTS TS C I
FROM DOST OFFICE, SET �tRmRTICALI_Y IN THE w �.ARRY �. M�R� �M � -�' ` � �
Inspector NORTHEAST COLIC. WALL, 1.5' N OF THE . Hca. 3t��i57 � ACCEPTED �;�' �v ATL' � � ��� : ��� ,
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CORNER OF A DOOR COLUMN AT THE E. COR. Ex 3/31/16 B - ���� a � T C3�A.S ? OAReIA : PRECISE GRADING PLAN S
OF THE BUILDING, FEET ABOVE E THE ' T _ - PUBLIC ,;;:s::s., PARCELS 15,16 AND 17 ISM 21383 PM K 187, PACES 18-2
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Date Completed CONC. ENTRANCE. STEP, AND ABOUT 2 1/8' �� � �y�� LA1�I�� AI�It'IIA�9 R.0 . No. 45279 m � - CITY OF TEMECULA, COUNT' OF RIVERSIDE, STATE OF CALIFORNIA.
HIGHER THAN THE STREET C] � 57 '�` .is =
DATE: 1970 ELEV, 1005,651 FT. C �� R. _._ 8 � $
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