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HomeMy WebLinkAboutTract Map 3752 Lot 27 Precise Grading - Revision 2QRADIN.Q N 1. STANDARDS- ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES (I.E. STOCKPILING, LAND CLEARING, EROSION & SEDIMENT CONTROL, ETC.) SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THE CITY OF TEMECULA MUNICIPAL CODE, THE ENGINEERING AND CONSTRUCTION MANUAL, ALL APPLICABLE STANDARDS, THE LATEST EDITION 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. �'�.T REQUIREMENTS A GRADING PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK ON THE SITE. 3. NOTIFIrC'ATIONS PUBLIC; WORKS SHALL BE NOTIFIED VIA THE PUBLIC WORKS INSPECTION LINE AT (951) 308-6395 AT LEAST 24 HOURS IN ADVANCE OF BEGINNING ANY CONSTRUCTION/GRADING ACTIVITIES. 4. SOS. ALL CONSTRUCTION/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY SOUTH SHORE TESTING & ENVIRONMENTAL DATED OCTOBER 31, 2013. SAID REPORT SHALL BE CONSIDERED A PART OF THIS GRADING PLAN. 5. CUTZEILL a MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER AND SHALL COMPLY WITH THE RECOMMENDATIONS OF THE SOILS REPORT. FILL SLOPES SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISH SURFACE. b. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, VEGETATION AND OTHER DELETERIOUS MATERIAL. IF THE SLOPE RATIO EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET, THE TERRAIN MUST BE KEYED AND BENCHED TO EITHER BEDROCK OR NATIVE SOIL, OR AS DIRECTED BY THE GEOTICHNICAL ENGINEER. c. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO PUBLIC WORKS BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT. d. ALL GRADING SHALL BE DOME UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST, WHO SHALL SUBMIT TWO SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT IN DEPTH HAS BEEN PROPERLY PLACED 6. DRAINAGE a. AS APPLICABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET IN VERTICAL HEIGHT OR THAT AREADJACENT TO GRADED AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. ALL DRAINAGE DEVICES SHALL BE CONSTRUCTED PER THE APPROVED PLANS. b. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUC i ON OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. c. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOING 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 6UILDING OR WALLS SHALL BE PLACED WITHIN THE LIMITS OF EASEMENTS. f. THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL BE ONE-HALF PERCENT (0.5%). 7. BRQPERTY' C RO NERS ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY, OR AS DIRECTED BY THE CITY ENGINEER. 8. INSPECTIONS SHALL BE REQUESTED VIA THE PUBLIC WORKS INSPECTION LINE AT (951) 308-6395. SUBMIT THE FOLLOWING: a. TWO SETS OF PAD ELEVATION CERTIFICATION (I.E. ROUGH GRADE) TO INCLUDE A STATEMENT THAT THE PAD ELEVATION COMPLIES WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. b. TWO SETS OF PAD COMPACTION CERTIFICATION (I.E. FINAL GEOTECHNICAL/SOILS REPORT) TO INCLUDE A STATEMENT THAT THE GRADING COMPLIES WITH RECOMMENRDA11ONS OF THE PRELIMINARY SOILS REPORT. 9. FINAL INSPECTION- PRIOR- 1. OCCUPANCY REFER TO THE CITE'' ENGINEERING AND CONSTRUCTION MANUAL.. 10. P9I GRAOINQ ACTIVITIES POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, *NSTALLING WHERE APPLICABLE: GROUNDCOVER, TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO FINAL INSPECTION. SLOPES OVER FOUR FEET IN VERTICAL HEIGHT SHALL HAVE PERMANANET IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 11. QjhCONSTRUCTION NOTES REFER TO SPEARATE NOTES FOR PAVING, GENRRAL AND EROSION AND SEDIMENT CONTROL REQUIREMENTS. nnit IA TIff mif urrote ut%mnf,%r Tt% TL C' 1%fWT0 A f%T . THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. Underground Service Alerfj CONSTRUCTION RECORD DATE BY Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG Contractor Inspector Hate Completed 2n GENESAL.N.PTU 1. STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE CITY'S IMPROVEMENT STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION (AND SUBSEQUENT AMENDMENTS), THE C17Y'S ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES AND REQUIREMENTS. 2. EMERGENCY TELEPHONE NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTANCE): TORY STEPHE111 828-71.E-5707 (RESPONSIBLE PERSON/DEVELOPER) (24-HR PHONE NUMBER) TORY STEPHEN 828-71 J-5707 (RESPONSIBLE PERSON/CONTRACTOR) (24-HR PHONE NUMBER) 3. LICENSE/PERMIT REQUIREMENT. A. PRIOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM THE CITY. B. A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE DEVELOPMENT. THE PERMIT AND AN APPROVED SET OF IMPROVEMENT PLANS MUST BE PRESENT AT THE JOBSITE DURING CONSTRUCTION. 4. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. 5. WORKING HOURS. CITY ORDINANCE NO. 94=-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE -QUARTER OF A FILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6:30 PM AND 6:30 AM, MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7:00 AM AND 6:30 PM ON SATURDAY. NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. 6. REGULATORY AGENCY CLEARANCES. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE APPROPRIATE CLEARANCES FROM THESE AGENCIES SHALL BE OBTAINED PRIOR TO ANY SITE DISTURBANCE OR GRADING. 7. CONSTRUCTION CHANGE. ANY CONSTRUCTION CHANGE DUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL. 8. PRE -CONSTRUCTION MEETING. A PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED TWO WORK DAYS PRIOR TO THE START OF CONSTRUCTION. DURING CONSTRUCTION, A DEPENDABLE AND RESPONSIVE CONTRACTOR'S REPRESENTATIVE SHALL BE AT THE JOB SITE AT ALL TIDES. 9. UTILITIES. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR, AT HIS EXPENSE 10. SURVEY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE MONUMENTS, AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491. CENTERLINE TIES SHALL BE PROVIDED TO THE CITY ENGINEER, UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. ALL EXISTING MONUMENTATION (DISTURBED OR DESTROYED DURING CONSTRUCTION) SHALL BE REPLACED TO CITY STANDARDS IN ACCORDANCE WITH THE LAND SURVEYORS ACT AND THE STREETS AND HIGHWAY CORE, AND AS APPROVED BY THE CITY ENGINEER. UPON REQUEST, SURVEY CUTS SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER. 11. DUST CONTROL. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS, AS APPROVED BY THE CITY ENGINEER AND SHALL COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICTS (SCAQMD) RULE 403. 12. CONSTRUCTION FENCING. A SIX FOOT CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERC:AL PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY BY THE CITY ENGINEER FOR PUBLIC SAFETY. THE MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 13. INSPECTIONS. ALL WORK PERFORMED WITHOUT PROPER INSPECTION FROM THE CITY MAY BE SUBJECT TO REJECTION. 14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GRADING," "EROSION AND SEDIMENT CONTROL," "PAVING" AND "TRAFFIC" REQUIREMENTS, IF APPLICABLE. PLANNING NOTES - SEE SHEET NO. 2 PAIVING NOTES - SEE SHEET NO. 5 R/W �, 4_ 2' 935' WIDTH VARIES I PROPOSED 14' WIDE PAINTED 5.5` it MEDIAN LEFT SAWCUT LINE TURN POCKET EXIST. AC•._.-''� •/�� ` t REMOVE & PAVEMENT PROPOSE REPLACE A.C. PAVING SIDEWALK PROPOSED REMOVE EXIST. CURB & GUTTER AC BERM I21CAL-.SEC-1-ION:,-DEF.QRIIV-LA..ROAD MODIFIED SECONDARY ARTERIAL4MST) S. NO. 102A) NO SCALE (LOOKING ff 1 %..ARADINu PLm V1Q..N.I.TY.-MAE, NO SCALE CONSTRQ�QTIQ.N NOT CONSTRUCT TYPE 'D-6' CONCRETE CURB PER CITY OF TEMECULA (C.O.T.) 19576 LF STD. N0. 20 6A 2 N U T C A ER C 0. TD. 141:. 40 COS O E L.I{ � SF 36ONS414V646'" (12" THICK AT 95% 46,495 SF MIN. RELATIVE COMPACTION) CONSTRUCT 4' WIDE CONCRETE RIBBON GUTTER PER DETAIL ON SHEET NO. 4 75 LF 5 CONSTRUCT BIORETENTION BASIN PER DETAIL ON SHEET NO. 4 1 EA CONSTRUCT 6" CURB WITH 12" WIDE CONCRETE 'STEP -OUT PER DETA!L ON 482 LF SHEET NO. 4 Q CONSTRUCT 6" TYPE 'A--6' CONCRETE CURB & GUTTER PER C.O.T. STD. NO. 200 436 LF CONSTRUCT 0" TYPE 'D' CONCRETE CURB PER MODIFIED C.O.T. STD. NO. 204E TRANSITION FROM 0" CURB HEIGHT TO 6" CURB HEIGHT iQ ROOF DRAIN DOWNSPOUT LOCATION PER BUILDING PLAN - DISCHARGE ONTO 4 EA APPROVED SPLASH BLOCK IN LANDSCAPE AREA 11 CONSTRUCT DROP INLET PER CALTRANS D73, TYPE G-1 OR EQUAL 1 EA 9E�12#ra/8"PVC STORM DRAIN PIPE 368 LF 13 JOIN TO EXISTING CATCH BASIN PER RCFC STD. DWG. NO. C8109 1 EA 14 CONSTRUCT COMMERCIAL DRIVEWAY PER C.O.T. STD. NO. 207A 158 SF 15 SAWCUT EXISTING AC PAVING, REMOVE EXISTING BERM & 12" WIDE SECTION OF 74 SF AC AND REPLACE WITH NEW ASPHALT PAVING TO THE SATISFACTION OF THE CITY OF TEMECULA 16 ADJUST EXISTING WATER W.ETER LOCATION PER RCWD DWG. NO. RW-1 1 EA 17 CONSTRUCT 6" AC BERM PER C.O.T. STD. NO. 214 32 LF 18 INSTALL BARRICADE PER RIV. CO. STD. NO. 810. SEE DETAIL ON SHEET NO. 3 20 LF 19 PROVIDE 1 FOOT WIDE OPENING IN CURB AT 10 FEET ON CENTER, INCLUDE 16 EA GRAVEL PAD PER DETAIL ON SHEET NO. 3 INSTALL CONCRETE PAVERS PER DETAIL ON SHEET NO. 4 1,072 SF 21 TRASH ENCLOSURE PER ARCHITECTS PLAN 1 EA FIRE HYDRANT LOCATION SHOWN FOR REFERENCE (SEE UTILITY PLAN FOR 2 EA CONSTRUCTION DETAILS) CONSTRUCT 6" TYPE 'A-6' CURB & GUTTEepejq 40.=:$7V�-�. frV 170 LF SURFACE APPLIED DETECTA13LE WARNING PER DETAIL ON SHEET NO. 4 504 SF i.vrr emmi< ,A, 00 REMOVE EXISTING CONCRETE DRIVEWAY 455 SF CONSTRUCT FILTER TRENCH PER DETAIL ON SHEET NO. 4 1,575 SF ENTRY SIGN PER DETAIL ON SHEET NO. 4 1 EA VAN ACCESSIBLE PARKING SIGN PER DETAIL ON SHEET NO. 4 2 EA 30 ACCESSIBLE PARKING STALL AND LOADING ZONE PER DETAIL ON SHEET NO. 4 500 LF " Q9SE . NG EASE"T.NOTES 31 6 PERFORATED PVC PIPE (ASTM Q-26fi5), PLACE PERFORATIONS UPWARD fi90 LF R/W E� 6" PVC (SDR-35) PIPE f LF ASEMENT FOR POLES, GUYS, ANCHORS, UNDERGROUND CONDUITS, VAULTS, MANHOLES, CONCRETE PADS, AND INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA EDITON 4" THICK D.G. TRAIL PER LANDSCAPE PLAN COMPANY, PER DOCUMENT RECORDED JANiIARY 301969 AS INSTRUMENT NO. 9741 O.R. PROVIDE 1 FOOT Ih1DE OPENING IN CURB 27 EA CB:> EASEMENT RIGHTS FOR CABLE TELEVISION, SANITARY SEWER, WATER, GAS, ELECTRIC, TELEPHONE, DRAINAGE AND EQUESTRIAN PURPOSES IN FAVOR OF KAISER AETNA, A CALIFORNIA GENERAL PARTNERSHIP, PER DOCUMENT RECORDED SEPTEMBER 27, 1974 AS EROSION & SEDIMENT CONTROL INSTRUMENT NO. 125068 O.R. GRAVEL BAGS 2 ROWS HIGH 560 EA jAlf rA44 ``pVd 5r.PffM OM141 r1ff jwj 0 41 SILT FENCE 19259 LF jNffA14 950rUerAT FlIPPSM UA146 16A42 CONCRETE WASHOUT 1 EA •A,�m'' 43 STABILIZED CONSTRUCTION ENTRANCE 1 EA ., ngineering jv,28610 Midsummer Lane Menifee, CA 92584 909-816-5830/9 1 -301--67 2 fox medotereng rerizon.net REV,'SIONS DATE ACC'D BENCH MARK SCALE SZ AL: Q�p'� `E S S�O� . A. A(,Horizontal4► � .�* W No. 47604 +� �► ESP.'` ,* C!VIX. CA�� . P' ��' �'� I z RN. CO. BM T-7-21 ELEVATION: 1179.31' 2-1/2" BRASS DISK STAMPED123117 'T-7-21' AT NW CORNER OF ANZA RD. AND DE PORTOLA RD., 49' WEST OF ANZA RD. AS NOTED Vertical NA Designed By Drawn By Checked By MJLM. M.A.M. M.A.M. Plans Prepared Under Supervision Of MICHAEL A. M EDOFEK Date. 12 18 R.C.E. No. 47604 Exp!res 12/3'1/17 RECOMMENDED BY:�/"� `-"'��`�� DATE:-c�'�(4 ACCEPTED BY: � � _DATE: a OMAS W. GARCIA DIRECTOR OF PUBLIC WORKS/CITY ENGINEER R.C.E. N0. 48279 TEMECULA M.O.B., LLC P.O. BOX 2248 ORANGE, CA 92859 714-981-2194 wlowensca.rr.com PREPA.M.,R. BY MICHAEL MEDOFER MEDOFER ENGINEERING INC. 28610 MIDSUMMER LANE MENIFEE, CA 92584 909--816-5830 PHONE medoferengerizon.net � I 'w L ri E"91NEER PROFESSIONAL ENGINEERS CONSUI TING, INC. 27636 YNEZ RD. #L7 TEMECULA, CA 92591 951-698--4598 info@pesoil.com LEGAL DfIIIIIIIIII'^ R1PT14N A PORTION OF LOT 27 OF TRACT N0. 3752, IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 59 PAGES 53 THROUGH 55 INCLUSIVE OF DAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. CALIFORNIA. ASa.,',!55Q.R..-PARCEL_. N00-I 959-080-035 GROSS ACREAGE 2.04 cc. DISTURBED ACREAGE 2.04 ac. USABLE ACREAGE 2.04 cc. RISK LftiEl. 1 QSD Richard Valdez Cat. No. 00123 951-296-3930 WDID # 9 33C374177 EAR-I'lu-TWORK QUANTITIES CUT 19300 CY FILL 1,300 CY IMPORT/EXPORT 0 CY 71 0% G RADUV AERIAL TOPOGRAPHIC MAPPING SHOWN HEREON PROVIDED BY TERRASCRIBE, INC., DATED MARCH 10, 2014 SHEET......1NDEX SHEET N0. DESCRIPTION 1 11TLE SHEET 2 GRADING PLAN 3 GRADING PLAN 4 DETAIL SHEET 5 HORIZONTAL CONTROL PLAN fi EROSION &SEDIMENT CONTROL PLAN BUILDING AND SAFETY DEPARTMENT REVIEWED FOR COMPLI CE WITH TITLE 24 DISABLED AC ESS AN CC SIBILITY ONLY Approved Bar: NAME DA ICITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. Sheet 1 of 26 46 h $' 676 Ft TC 67 76 8' i ,6 tE 6%6 33 . -�..�,. r 6i 70 FS 31 -�7 FL i j `- 67.4 FL C) 6Z 80 a 6�i3 - 67,5 p 6.4 tF 67.76 i i�: -_ _, -•- 7,Bg Q ae Fs s lCONST1103UClION NOTES, 67.52 g - 9 ` pS 5 �FS a1 68.00 mot. I� 1.5 68.3 TC Q 8 - 67.8 FS 1 14 " �- 68. a, s30 I t 1 `art FC �-�_ FGf ;; 0 CONSTRUCT 6" TYPE '0-6' CONCRETE CURB PER CITY OF TEMECULA (C.O.T.) STD. NO. 7.80FS 204 IFS J p -.. - - - / 2 C T CR SIDEW R C. GRADIN WITH I - i ,, O ace r 31 FS FS �O�' ti �' ,��f' A.P.N. 959-08005 2 r,�T . 1 THICK AT 95% MIN. TO BE DON BY 3 1 67,3 FL �' RELATIVE COMPACTION TEMECU� .B. BY 9 66. 2 1F 68.pf �`f r, ` /J AU RIZATION OF 67,82 TC FS 7.6 FG `� _ 4 PLANNING NO,AGREE EN,T DATED 67.32 FS 1.25 -��_: ` ' € Q CONSTRUCT 4 WIDE CONCRETE RIBBON GUTTER PER DETAIL ON SHEET NO. 4 oci 14 29 2014 / 8 18 TCD Q CONSTRUCT BIORETENTION BASIN PER DETAIL ON SHEET NO. 4 1. IF AT ANY 11ME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL 6784 TC''4 l7S 3-_ I SOURCES OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE / r �, 6% s 7 TC a RESOURCES, f 34 FS 6 MEDICAL OFFICE 6B Q0 l ! �� T 6" WITH 12" CONCRETE 'STEP -OUT' PER DETAIL ON SHEET NO. 4 OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL i 6757F5 1.5' 68.aQ d CONSTRUCT CURB WIDE 67 CF0 FG IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR j j``j OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF FS 1 :' ; f:�w. - Q7 CONSTRUCT 6 TYPE 'A-6' CONCRETE CURB GUTTER PER C.O.T. STD. NO. 200 fcx I r- ' DEVELOPMENT AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY OWNER TO w w n 21068.00i � :� „ COMMUNITY DEVEL / �. c� FF ! g STD 01� � Q coNSTRtlCT 0 TYPE D CONCRETE CURB PER MODIFIED C.O.T. . No. 2 46 DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT„`�.. AND OR AUTHORISE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO --- �- i cn cL�1067*17 ' `,' i - / PAD � � � � TRANSITION FROM 0„ CURB HEIGHT TO 6" CURB HEIGHT CITY IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIIND. UPON DETERMINING THATcs + 1 I COST TO THE , N 9 e 1 fl{��,. , CL �. COMMUNITY _.... N ARCHAEOLOGICAL CULTURAL RESOURCE THE DIRECTOR (�" C aC `� 1d THE DISCOVERY IS NOT A / j � c' ROOF DRAIN DOWNSPOUT LOCATION PER BUILDING PLAN DISCHARGE ONTO APPROVED 67TC .24 DEVELOPMENT SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE I _- �:. -: 1 SPLASH BLOCK IN LANDSCAPE AREA IYP. 2 LOCATIONS THE RESUMP11ON OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN 67,24 FS i+ 68.00 1 ( ) 6Z 46 6p RESOURCE THE DIRECTOR OF COMMUNITY DEVELOPMENT SHALL NOTIFY 1't FG ARCHAEOLOGICAL/CULTURAL�.� � ,t, � }� , .� 11 CONSTRUCT DROP INLET PER CALTRANS D73, TYPE G-1 OR EQUAL rs THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A 66.95 s= FS r �! „ MEASURES HAVE BEEN APPROVED BY THE DIRECTOR OF I 11t 6Z fZ f1. I 12 CONSTRUCT 12 VC STORK DRAIN PIPE MITIGATION PLAN OR OTHER CORREC1iVE URES A I � :� � � � ! {� CONSTR P 66.p iE COMMUNITY DEVELOPMENT. EXISTING STRUCTURE TO g s< i 3 JOIN TO EXISTING CATCH BASIN PER RCFC STD. DWG. NO. CB109 2. IF CULTURAL RESOURCES ARE DISCOVERED DURING THE PROJECT CONSTRUCTION (INADVERTENT BE DEMOLISHED AND 30 DISCO tERIES), ALL WORK IN THE AREA OF THE FIND SHALL CEASE, AND A QUALIFIED ARCHAEOLOGIST REMOVED IN TYP. _ ! i 14 CONSTRUCT COMMERCIAL DRIVEWAY PER C.O.T. STD. NO. 207A ACCORDANCE WITH CITY �� _ s7p3 TC 68,00 10 j AND REPRESENTATIVES OF THE PECHANGA TRIBE SHALL BE RETAINED BY THE PROJECT SPONSOR TO 66.74 9 A IRE 7 a3 -` INVESTIGATE THE FIND, AND MAKE RECOMMENDATIONS AS TO TREATMENT AND MITIG TION. 15 SAWCUT EXISTING AC PAVING REMOVE EXISTING BERM & 12 WIDE SECTION OF AC AND 68.00 . , . , . �� ,, � . THE TEMEGU STOP / �' 4 2 I REPLACE WITH NEW ASPHALT PAVING TO THE SATISFACTION OF CITY OF LA 3. A QUALIFIED ARCHAEOLOGICAL MONITOR WILL BE PRESENT AND WILL HAVE THE AUTHORITY TO 0 6?.6a TC :r - FS j =, R-. 67.81 67 7 AND REDIRECT GRADING ACTIVITIES, IN CONSULTATION WITH THE PECHANGA TRIBE AND THEIR _ r. a 9 � s7.1aF5 � ! 1Ei ADJUST EXISTING WATER DIETER LOCATION PER RCWD DWG. NO. RW-1 DESIGNATED MONITORS, TO EVALUATE THE SIGNIFICANCE OF ANY ARCHAEOLOGICAL RESOURCES �'' ,� � a# 3 t. �}� � FS FS V DISCOVERED ON THE PROPERTY.'�"�,Q 4 0 :�' f t s� 71 67.67 ' 17 CONSTRUCT 6" AC BERM PER C.O.T. STD. NO. 214 0 MONITOR ALL GRADIN Gt!-4 L&7'T' 0 66.84 TC Fs FS 2 FS j ' ll 4. TRIBAL MONITORS FROM THE PECHANGA TRIBE SHALL BE ALLOWED TO M _ __. :in 4 � TYP. 66 84 FS 6Z 62 TC 67. 69 67 G 1.75,E SU TESTING ,� � � . r � 11 SHE 3 C L ARCHAEOLOGICAL RVEYS TE -�� � _ 1 RIV. CO. N0. 810. SE DETAIL ON ET NO. EXCAVATION AND GROUNDBREAKING ACTIVITIES, INCLUDING AL/� �_._..____..�...._ �, 3{s���;��<,�t, ��t{,.����,� .�������������.��,� , �4 ;,,,� %�y}�+ � � INSTALL BARRICADE PER STD E E 1 67iVV TV 6 / i?L1i3FS�L�iiEfaESY3C32 YtiL�?if+izL4dC3 3r LkCr.£1°}iki 3:JFs F�pits `4i���s; 6/��+2F 15 j AND STUDIES, TO BE COMPENSATED BY THE DEVELOPER. 1 i ( ,o � 66.5$ FS 7 � i � .65 TC - _ :C ' 19 PROVIDE 1 FOOT 'SIDE OPENING IN CURB AT 10 FEET ON CENTER, INCLUDE GRAVEL PAD 5. THE LANDOWNER AGREES TO RELINQUISH OWNERSHIP OF ALL CULTURAL RESOURCES, INCLUDING ALL _._ _ __ _ _ S`T.32�C I 66.99 TC .65 FS 6;: fi 671 FS 1- ! E j PER DETAIL ON SHEET NO. 3 ARCHAEOLOGICAL ARTIFACTS THAT ARE FOUND ON THE PROJECT AREA, TO THE PECHANGA TRIBE 66 82 F 66.49 FS 6 2 FOR PROPER TREATMENT AND DISPOSITION. 66.95 j �" INSTALL CONCRETE PAVERS PER DETAIL ON SHEET NO. 4 67, 0 FS 6E.2 FIB 6. ALL SACRED SITES ARE TO BE AVOIDED AND PRESERVED. ► END CURBS 45 7.15 TC 66.65 FS; ; 65.2 tf; BEGIN AC DIKE vi k,67.45TC 6ZO jl 21 TRASH ENCLOSURE PER ARCHITECT'S PLAN 17 s� a TC 37 a 66.9 F`s 67. a . TCG FS T :'', 1 6fi 55 FS i ! Q FIRE HYDRANT LOCATION SHOWN FOR REFERENCE (SEE UTILITY PLAN FOR CONSTRUCTION 0 66.52FS 6762 TC � I DETAILS) N 67.03 TC M� c 66.5FS 21 , CONSTRUCT 6" TYPE 'A-6' CURB & GUTTER WITH DEEPENED FOOTING PER MODIFIED 'T"G�,� l 7 _ �G 1 •� ; I i I 66.53 FS I C.O.T. STD. NO. 200 • A� 67,1 6756 TC 67.20 W 66,91 TC 66.6J TC .68 F 6706FS . 66.70 66.41 FS 66. i3 FS SURF AC P DETECTABLE DARNING PER DETAIL ON SHEET NO. 4 _ ;..d6.10YC 7 66.10 FL fi 1 6 1 s� 96 _ 6 F5 3 or tip FS � r3 . Underground Service blertj co L _- _<` 66 53 TC ' MOTOR -" 67:p2 TC 6741 TG £ 96 TC 66 71 TC j REMOVE EXISTING CONCRETE DRIVEWAY __ - 3 CYCLE T. al f%6l�. 34 TC 66 03 FL 66.52 FS 66f L. 91 FS 66. 46 FS 66i. 21 F5 66. 32 TC PARKING I EGIN CUR`65.7 l f. 6 8 65.82 Fs 3 64.7 1� �.._ -_........____ _ @ CONSTRUCT FILTER TRENCH PER DETAIL ON SHEET NO. 4 & GUTTER ! 34 TYP. 66,4t� FS 66.77T`S s 66.29 TC 1 3 1 1 1 65.79FS II 27 6ZO ENTRY SIGN PER DETAIL ON SHEET NO. 4 cf,z 66.20 TC- 31 65 70FS \ i VAN ACCESSIBLE PARKING SIGN PER DETAIL ON SHEET NO. 4 ,o '` 66.01 TC , 7 1 STEP OUT _ 66.60 TC 6 7 TC ' 6 51 FL I } ` ,+ .,: TYP. ACCESSIBLE PARKING STALL AND LOADING ZONE PER DETAIL ON SHEET NO. 4 6" PERFORATED PVC PIPE (ASTM D--2665), PLACE PERFORATIONS UPWARD MA L 1. E mom SELL SHEET I'M'0 3 6" PVC (SDK-35) PIPE 4" THICK D.G. TRAIL PER LANDSCAPE PLAN PROVIDE 1 FOOT WIDE OPENING IN CURB VSTRUCTION RECORD DATE BY REVISIONS DATE: ACC'D BENCH MARK SCALE r ►pasted 'FAMe RIV. CO. BM T--7-21 ELEVATION: 1179.31' 2-1/2* BRASS DISK STAMPED 'T-7-21' AT NW CORNER OF ANZA RD. AND DE PORTOLA RD., 4W WEST OF ANZA RD. Horizontal AS NOTED Vertical NA i 1 LNE 63.47 62.97 WATER SURFACE CURB & GUTTER WITH ZA# Try 13' FL PENINGS PER PLAN CONSTRUCTION NOTE S BARRICADE PER vIll Ac�. j ''�+r RIVERSIDE COUNTY I6" Q CONSTRUCT 6" TYPE 'D-6' CONCRETE CURB PER CITY OF TEMECULA (C.O.T.) STD. NO. -� STD. NO. 810 N', ,.. Y , . , . �" ti .' 204A cJ 4:1 SLOPE • ' .. • .. . , : .• • .., �r ��•iS • ' . .. Y• .. . •.• ,, • • •�. ., •. y'- 1. % X t.,,..•,.. _:•,•.,•'',.,�•• DROP 21"� _ •• STRUT Q E SIDEW L ER C.O.T. S NO. O • • . FILTER Li �' (�') 1 •••';�'....�c:. �••• ,LAYER • • '.' �`tl , r► 1 •t "... CL INLET .�.• ,,,_ 0 WAZ VISQUEEN MOISTURE • �, . � ; • � : r ':,..• • :.:....:� ti ..• V. , . Q ( . � 3" GRAVEL _PAD AT 3 1 " THICK AT 95� MIN J BARRIER MIN. 10 MIL • ~�� •:: �, ��' `` , . , �.., �` .^�":. - ...•. CURB OPENINGS- RELATIVE COMPACTION '�... t!) CL T111CK. R LAYER-2 2 x3 xf THICK r O ( LAYERS THIC Via. 3" THICK PEA GRAVEL LAYER 4 CONSTRUCT 4' WIDE CONCRETE RIBBON GUTTER PER DETAIL ON SHEET NO. 4 ii CV � f� �{� ��� ��BOTH SIDES} _ 9" THICK GRAVEL LAYER 5 Q CONSTRUCT BIORETENTION BASIN PER DETAIL ON SHEET NO. 4 5 P' ' 2" THICK SAND LAYER " L " Q CONSTRUCT 6 CURB WITH 12" VIDE CONCRETE 'STEP -OUT' PER DETAIL ON SHEET NO. 4 t 6 PVC PERT. PIPE Ct ' 56 9D Q CONSTRUCT 6" TYPE 'A-6' CONCRETE CURBc GUTTER PER C.O.T. STD. NO. 200 O MOTES: IE 18" PVC STORM DRAIN " W Q CONSTRUCT 0 TYPE D CONCRETE CURB PER MODIFIED C.O.T. STD. NO. 204B Y_ 1. FOR FILTER LAYER INSTALL ENGINEE ED SOIL MEDIA TO CONSIST OF 85% MINERAL COMPONENT AND 15 ORGANIC COMPONENT, BY VOLUME, DRUM MIXED PRIOR TO TRANSITION FROM 0" CURB HEIGHT TO 6" CURB HEIGHT BIORETENTION BASIN PLACEMENT. MINERAL COMPONENT SHALL BE A CLASS A SANDY LOAM TOPSOIL 10 MEETING THE FOLLOWING: ROOF DRAIN DOWNSPOUT LOCATION PER BUILDING PLAN -DISCHARGE ONTO APPROVED SPLASH BLOCK IN LANDSCAPE AREA (TYP. 2 LOCATIONS) 10 CFO 8R'ML 3AjRQAEE PERCENT RANGE COMPONENT 70 - 80 SAND 11 CONSTRUCT DROP INLET PE CAL NS D73, TYPE G-1 OR EQUAL N© SCALE 15 - 20 SILT 5 - 10 CLAY 12 INSTALL 18" PVC STORK DRAIN PIPE TRIP TICKET, OR CERTIFICATE OF COMPLIANCE, SHALL BE MADE AVAILABLE TO THE 1 JOIN 0 EXISTTN CATC BA PER RCFC STD. DWG. NO. C8109 INPS'ECTOR TO PROVE THE ENGINEERED MIX MEETS THIS SPECIFICATION 14 CONSTRUCT COMMERCIAL DRIVEWAY PER C.O.T. STD. N0. 207A 2. GRAVEL LAYER & PAD TO CONSIST OF 1" ROCK PER AASHTO 57 OR EQUIVALENT. 15 SAiCUT EXISTING AC PAVING, REMOVE EXISTING BERM do 12" WIDE SECTION OF AC AND 1 REPLACE WITH NEW ASPHALT PAVING TO THE SATISFACTION OF THE CITY OF TEMECULA NO SCALE 1C ADJUST EXISTING UTILITY BOX TO GRADE A L1'1'Nj'E"�'SEESHEET2 17 CONSTRUCT 6" AC BERM PER G.O.T. STD. NO. 214 PROPERTY LINE 18 INSTALL BARRICADE PER RIV. CO. STD. NO. 810. SEE DETAIL ON SHEET NO. 3 ALI.._" EXISTS 8' �--,00^ -- --._'C PROVIDE 1 FOOT WIDE OPENING IN CURB, INCLUDE GRAVEL PAD PER DETAIL ON THIS 66.07FS 65.8a FS SHEET 7 TYP. 1 7 -' �'" -- --._ �. VEGETATED SCALE ._-- ' 66.25 TC I -I ` PER LD07-109GR- -� Q INSTALL CONCRETE PAVERS PER DETAIL ON SHEET NO. 4 W/1 STEP 3 6� 75 FS � . . 66.47 TC OUT ..:• • • 21 TRASH ENCLOSURE PER ARCHITECT'S PLAN Q ' °�° I FUTURE DEVELOPM T I .: 34 C � FIRE HYDRANT LOCATION SHOWN FOR REFERENCE SEE UTILITY PLAN FOR CONSTRUCTION BY OTHERS BY -�P• DETAILS) SEPARATE APPLICA ON.. 6 75 FS 65.52 FS 1 1 •. " I @ CONSTRUCT 6" TYPE 'A-6' CURB do GUTTER PER C.O.T. STD. NO. 200 'KITH OPENINGS ,t I 2 EA-1 RECYCLED 3 3 5B f INFILTRATION TRENCH �'•... '. • . , .• � WATER LINES PRIVATE 4 SURFACE APPLIED DETECTABLE VVA ING PER DETAIL OI�I S EET NO. 4 FG • } 6s 15 rC 4 � f 2 TC PER LD07-109GR •l.:. 1 r 65 3a TC I 1. i 64.6 64.460FL 65.45 TC65.856 REMOVE EXISTING CONCRETE DRIVEWAY TC 6 . t1 TC 65.89 T 65.fi3 TC t I rr= 63 7 I 64 95 FL 65 ,5 F5 6 6S 65.39 FS 65.13 FS 1 w w ' PROPOSED 1$" PVC ; 65'S5T " i STORM DRAIN CONSTRUCT FILTER TRENCH PER DETAIL ON SHEET NO. 4 } !6 65.flyF 6 fi � -� � � � f ENTRY SIGN PER DETAIL ON SHEET NO. 4 -_ -- -- - 6 65. 76 TC 66.02 TC PRIVATE 22 6 8fl TC 65.54 TC 6� 22 TC FS 6 .26 F 65.52 FS HYDRANT 65.JO FS 5 04 .` ' j w i GRADING WITHIN � 64.72 � �. I � . 9 VAN ACCESSIBLE PARKING SIGN PER DETAIL Oil SHEET N0. 4 A.P.N. 959-080•--005 TO BE DONE BY �- 34 TYP. 1 65.22 FS 6500 � �" '; J ACCESSIBLE PARKING STALL AND LOADING ZONE PER DETAIL ON SHEET NO. 4 TEMECULA M.O.B. BY 1 UTHORIZATION OF 7 ( 0p � 31 6 PERFORATED PVC PIPE (ASTM D-,2665), PLACE PERFORATIONS UPWARD GREEMEN T DATED �o- 65.43 TC { . j 10/29/2014 31 s5 s2 TC 64.93 FS TYP. f ! 6" PVC (SDR-35) PIPE 7 I j L _ �. --J.' 4" THICK D.G. TRAIL PER LANDSCAPE PLAIN "nON p 3 fl 31 64.92 FS fi4.81 FS 7 �za�aC4 PROVIDE 1 F OT WIDE OPENING IN CURB I I W 1' STEP I NO SCALE 1 1 1 65 7 " 3 OUT � 3 INSTALLS PVC STORM DRAIN PIPE I FG ` �' A 3 64.72 TC r-, Q 3£ INSTALL 8" PLUG AT PROPERTY LINE 65.33 TC 5.24 TC 64.22 FL ! Q I ' 64.69 TC 1 END 3, 9 FL'', . � BEG! Y�3 lE I 64.6tI TC 64.51 TC 3 1(364,9 64.19 FL . _J 64.10 FL � 64. 66 TC 64.0 FL END 64.fl1FL 11 64.49 TC 64.16 FL 63.8 /E LBEGINig)CC I 63 99 FL 64.95 TC \�. 25 TC 65.15 TC 65. 01 TC 64.64 TC 164.98 ._. �f "� 7 64.45 FS 64. FS 64. 55 FS 64.51 FS l 6�44 TC 64:14 f L TC 64.44 TC � I r 1 i • t 6394 Fr 4.48 FS 63.94 FS ! i I nvsrhie. J � Jr ArKl' 1 64..85 T 64 82 TC 64.97 T 64.44 TC 1' I I I � 64.92 TC 65,21 TC 65.11 TC 64 97 TC 1 64 35 F .05 FS be 64. 87 63. 94 FS 10 6 �,�'r 64.42 FS 64. 71 FS 64.61 FS 64.47 FS ` I i I in 4.43 TC \ 18 63.77Fi 4 6 31 TC 3 ' GRADING �& CONSTRUCTION WITHIN 64.47\TC 7 6 TC r6d_72�_ s4.45 TC A.P.N. 959-080-038 TO BE I I N 1 I I rl w 63.97 63 fl fr 63.81 FL 64.49 TC' 6.87 TC � 63 67 Oa5ox 19 •64.62 TC 63 95 FL 3 � DONE BY AUTHORIZATION OF say 63 99 Ft FG64.12 FL 7 64. 44 TC t " 01 1 CD 10 ....,.. 2.4.E AGREEMENT DATED 1 /2 /2014 .94) FS 0 EXISTING DOUBLE 12 RCP STORM >= F i FUTURE PIPE EXTENSION DRAIN PIPES PER LD08--079GR Cn i i ( in PER SEPARATE PLAN 3 5 6fl. � 5 � 64.97 Tc _ I I ------T,.- 6� G 64.47FS f ..•_... 6I.7 EXISTING CONCRETE DOWN DRAINS I 7 35 3t / 3 31 s ,� 61.4 END I I 36 TO REMAIN -PROTECT IN PLACE E BEGIN i I r 612"END 6JA7 loom 1 �I BEG1 7lo F 1 • 61 r ' 12 50.20 PR ERTY LINE .. _._.. __. ..�. I }} N�-'73.:€}�.0�' 62 3 63. fl --- __. _.►l:_ EXISTING GRAVEL FILTER TRENCH- 13 57. Qfl TG F --� RECONSTRUCT TO EXISTING APPROXIMATE LOCATION OF (54.00 E OUT AG EXISTING BLOCK WALL t� `° 4. 0a CONDITION AFTER PIPE INSTALLATION EXISTING SCREEN WALL 54.2 1E IN I I •� A. P. N. 959-- 080- OJJ5-1828LD1 BUILDING AND SAFETY DEPARTMENT Medoter En r eer Inc. REVIEWED FOR COMPL C WITH TITLE 24 28610 Midsummer Lane DISABLED ESS A C SSIBILITY ONLY Menife , CA 92584 0 20 40 60 80 909-816-- 830/951 : O1- 792 fax Approved By. medoferen rtzon.neat N DATE CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: ---'_ Designed B Drawn B Checked B Drawing No. Underground Service Alert SCALE � � � � ] �,/ TEMECULA 9 j ESS� iTr fOF DEPARTMENT OF PUBLIC WORKS 12 01 16 MAN ADS? it PVC PIPE, REV. PIPE DIA. do BASIN SEC11 v �•4 MJLMM•A M. M A•M. l � RIV. CO. BM T-7-21 ��� ��. A. ;,�� ��, _ gisr Horizontal zw Plrans Pre rid der Supervision Of . ,� Call: TOLL FREE Contractor ��. � � � � RECOMMENDED BY: DATE. � +� MECISEGRADINGPLAN ELEVATION. 1179.31► AS NOTED � �yi}y.i// /���[[//���� 1 �jam/ 1 .•.:• ' �/ PA1 1-800 � i'��i 47.✓V4 � � � ��� � � � ��• I Y • ������ Date. 2-1 2 BRASS DISK STAMPED, :.• • 227-2600 T-7-21 AT NW CORNER OF ANZA vertical OFERVACCEPTED BY.(7� 3% � �,rJ�1 RD. AND DE PORTOLA RD., 49' 'LEST '�� CIVt%. Date Completed :; LOT TMCT . 75 P 476C4 12/3�/� DIRECTOR OF PUBLIC RKS C(IY ENGINEER �'• OF ANZA RD. � � �p�. CA��� R.C.E. N©. Expires / „ Sheet 3 of 6 2. TWORKING DAYS BEFORE YOU DIG R.C.E. NO. �' TWO • 17" MIN. 64.47 63.97 rrrrrrr~ ,f,Z fia ®2u ar.tci EY mum IMM PROPOSED GRADE --70— X PROPOSED-- 11 SIDEWALK EXISTING GRADE E.Q11 \,.V SCALE - 1 . *' l0' HO BIZ 1"=5'VERT. OFFSITE GRADING BY LETTER OF PERMISSION PROPERTY FUTURE GRADE PER SEPARATE LINE DEVELOPMENT APPLICATION ______ ------ f A.P.N' l 2;1 MAX. 959-050-008 % SLOPE EXISTING GRADE CpNn0N rR§U \4..V SCALE: 1 "1 C' HORN. . 1" 5' VERT. PROPOSED Underground Service Alert EXISTING BLOCK WALL. AT PROPERTY LINE--­ ETAU, A 5 SCALE: 1" — 10" OFFSITE GRADING BY LETTER OF PERMISSION RIGHT-OF-WAY FUTURE GRADE PER SEPARATE PROPERTY LIFE ROPOSED GRADE DEVELOPMENT APPLICATION O D EXISTING BENTS IMPROVEt E14TS am -------F- _- 2:1 MAX. DEPOR70LA ROAD A.P.N. �.�-4V,.V,�..f��„L,,.�. j SLOPE 959-050-0 88 _•.._ _..... -... - - -- --- — — EXISTING PAVING EXISTING GRADE PROPOSED CURB & GUTTER (PL§En%T1 ON SCALE. in =10' HORI . in 5' RT_ )SED GRADE NV TRENCH PROPERTY LINE EXISTING GRADE NO L -- EXISTING IMPROVEMENTS "N C�� E Cif ON \,..V SALE: 1 =1 6 HORIZ. 1 � 5' VERT. CONSTRUCTION RECORD DATE BY lMA� Contractor Inspector Date Completed OPERTY LIME EXISTING GRADE C-.- ..JVEMENTS rEN"\S__EC110N . SCALE: 1"=1O' Ht 1Z. 1" = 6' VERT. 22' 0.10' 415 • •. , .. •. 4 • • • •',. ', •• NO SCALE REVISIONS DATE ACC'D BELCH MARK !' RN. CO. BM T-7-21 ELEVATION: 1179.31' 2-1/2- BRASS DISK STAMPED 'T-7-21' AT NW CORNER OF ANZA RD. AND DE PORTOLA RD., 49' WEST OF ANZA RD. 1 NO SCALE A 3' x 3' PAINTED SYMBOL (2) COATS BLUE FIELD, WHITE BORDER & SYMBOL SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL B IN ADDITION TO PAINTED PARKING SYMBOL, PROVIDE A 70 SQ. IN. SIGN SHOWING H/C SYMBOL ONLY, AT EACH ACESSIBLE PARKING STALL PER TITLE 24 AND A.D.A.. ALSO PROVIDE A SIGN BELOW THAT READS: "VAN ACCESSIBLE" AT STALL TO THE LEFT OF LOADING ZONE. C ACCESSIBLE PATH OF TRAVEL MUST HAVE DIRECTIONAL SIGNS w/I.S.A. SYMBOL AS REQUIRED TO DIRECT PATH TO ENTRANCE OF BUILDING. SYMBOL OF ACCESSIBILITY NO SCALE 6" PERFORATED PVC PIPE (PERFORATIONS UPWARD)- 1 VISQUEEN MOISTURE - BARRIER MIN, 10 MIL THICK PER LAYER--2 LAYERS THICK (TYP. ALL SIDEWALLS) 4.5' MIN. 1" HIGH LETTERING; SIGN TO OF ACCESSIBILITY & LETTERING 04 PER DETAIL AT RIGHT OR PER CBC 11B-216.1 & 703.1 w c INCLUDE INTERNATIONAL SYMBOL to SIGN POST & ANCHOR z PER CITY OF LAKE ELSINORE STD. NO. 400E OR EQUAL. �IFINISH SU PER GRADRNGCPLAN 3'-0" SQUARE SYMBOL OF ACCESSIBILITY; PAINT (2) WITH COATS WHITE BEADED REFLECTIVE PAINT OVER (2) COATS BLUE BACKGROUND PAINT SEE DETAIL AT LEFT 4" THICK LAYER OF RIVER ROCK COBBLES 29" THICK LAYER OF 1" GRAVEL t���N�OS�CAL�E��i ORCO BLOCK PAVER OR EQUIV. (COLOR PER OWNER) GAP BETWEEN PAVERS PER -- MANUFACTURER'S SPEC. f + .Kti .• . :.. w Y w 1" SAND 3" PEA GRAVEL LAYER 6" GRAVEL BEDDING LAYER \ X COMPACTED SUBGRADE CPA\/17,R_%c%S_ NO SCALE Designed By Dram By Checked By MAM. M.AA. M•A4M. Plans Prepared Under Supervision Of 7. wzle 04r Date: 12 18 1 5 MICHAEL A. MEDqfER R.C.E. No. 47604 Expires 12/31/17 Sn. SIGN Wmi RELECM DEEDED COPY VIIHTTE LEi'TM & MARKM ON BLUE Ck1ElGA• SKKGROUND. MUST BE IN HIGL HfN. i� NM- - SIGN M BE WIJii 1�}IlI;LES MW IN DE�WO WE D NOW Lt 1iED AT ALL DRiVEI AY MUIIIt: raj W—M Mt DWALM WILL WHERE SHOWN ON SITE PLAN ON ttlM VE NCO W BE REMAW hT : fr TaMOM y *fey) G.C. TO FILL IN BUAr;rIC SPACES (7TAN ACCESSIBLE WHERE REQUIRED 6'- V TO FINISH SURFACE. MINIMUM FINE 2 O � 12VM SIGN STATING: W M. GMR 0E 1 1 /2" [JIk G.I. PIPE -' wrTH MOl HAIMAM PMT am EILACK 1 f DIA. CONCRETE FOl NOTE- SIGN SHALL CONFORM WTTH APPLICABLE LOCAL CODE k. • A=qRIE NO SCALE MIN FOR REGULAR & 8' 0" //V FOR VAN SPACE" NO SCALE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACE, EITHER LIGHT ON DARK, OR DARK ON LIGHT (YELLOW COLOR INTEGRAL TO SURFACE CONFORMING TO FS33538 OF FEDERAL STANDARD 595C) EXTENDING FULL VI DTH OF DRIVE AZARD PER PLAN — FLU& LEVEL TRANSITI01 PROVDE WARNING SYSTEM+! WHERE SHOWN, AS MANUFACTURED BY SAFETY STEP TD TACTILE WARMING SYSTEMS OR EQUAL INSTALL PER MANUFATURER'S INSTRUCTIONS. 0.45'-0.47" TOP DIA. RAIS VERTICAL CURB PER PLAN 4" WIDE PAINTED BLUE STRIPING, 2 COATS (1)?.) 10 HIGH LETTERS, PAINTED YELLOW, 2 COATS (TYP.) NO 1. SEE GRADING PLAN DWG C2.1 FOR I.IETAILED GRADES FOR STALLS AND LOADING'UNE NOTE: 1. MIN. 1.6" AND MAX. 2.4" CENTER TO CENTER SPACING ACCEPTABLE FOR DOMES IN RADIAL PA`(aN. Z MAX. 5 ► COUNTER SLOPE OF ADJOING SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24" OF AREA. 3. DETECTABLE TO COMPLY WITH CBC 118-247.1.2.2, CBC 1113-406.5 & CBC 11B-7Q5.1. NOMINAL 0.9"-0.92: AT BASE 0.45"-0.47" reTlrn AT TOP 0.90 -0.92 BASE DIA. DOMES 0 a 0 ADHERE TO CONCRETE PER MANUFATURER'S O.fiS" MIN. REQUIREMENTS BASE TO BASE NOMINAL ©.18 MIN. TO 0.22 NOMINAL 2.3" MIN. MAX. HEIGHT TO 2.4 MAX. CEN R TO CENTER SPACING SEC11ON PLAN NO SCALE medofer Engineering Inc, 28610 Midsummer Lane Menifee, CA 92584 909-816-5830/951-301-6792 fax medoferengOuerizan.net CITY ' OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. RECOMMENDED DATE: $' ACCEPTED BY: � � 9DATE: TH MAS W. GRRCIA DIRECTOR OF PUBLIC WBRKSjCffY ENGINEER R.C.E. N0. 46279 NOMINAL 2.3" MIN. TO 2.4 MAX• CENTS TO CENTER SPACING LID1 5-1828 Sheet 4 of 6 V PAVING NOTES 1. STANDARDS. ALL WORK AND MATERIALS (I.E., ASPHALT CONCRETE (AC) PAVEMENT, PORTLAND CONCRETE CEMENT (PCC), BASE COURSE, ETC.) SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (I.E., GREENBOOK) LATEST EDITION, THE ENGINEERING AND CONSTRUCTION MANUAL, CITY AND ENGINEERING STANDARDS AND REQUIREMENTS. 2. PERMIT ,RE UIREIENTS. A GRADING OR ENCROACHMENT PERMIT(S) SHALL BE OBTAINED PRIOR TO PAVING. BEFORE OBTAINING AN ENCROACHMENT PERMIT, A CERTIFICATE OF INSURANCE AND THE REQUIRED BONDING (FOR PUBLIC IMPROVEMENTS) SHALL BE PROVIDED TO THE CITY ENGINEER. A CALTRANS ENCROACHMENT PERMIT MAY BE REQUIRED. 3. SOIL AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BASE GRADE SURFACES PRIOR TO PAVING. 4. PRIMA COAT._ PRIDE COAT IS REQUIRED ON SUBGRADE OR BASE WHEN THE BASE IS SUBJECTED TO SUBSTANTIAL CONSTRUCTION TRAFFIC (OR WHEN LONG TIME PERIODS ELAPSE BEFORE AC IS PLACED), AS DETERMINED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER. 5. TYPE I SLURRY, PRIOR TO PROJECT FINAL COMPLETION AND ACCEPTANCE OF STREETS 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 TIMES OR AS DIRECTED BY THE CITY ENGINEER. 6. EOG SEAL._ FOR PRIVATE DEVELOPMENT, ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQ. 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 APPLIED 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-1 H" CONFORMING TO THE GREEN BOOK. 8. CERTIFICATIONLTE5 NG. ALL SUBGRADE AND BASE GRADE SHALL BE CERTIFIED BY A LICENSED LAND SURVEYOR. BASE AND AC MATERIALS SHALL BE TESTED IN ACCORDANCE WITH THE CITY'S QUALITY ASSURANCE PROGRAM (OAP) AND/OR AS DIRECTED BY THE CITY ENGINEER. 9. PAVING MATERIALS, A. AC MATERIALS. 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. THIS COURSE SHALL BE A MINIMUM OF 0.12 FOOT (1-1/2 INCHES) THICK INCLUDING GRIND AND OVERLAY INSTALLATIONS, Ii. TYPE B PG70-10 FOR BASE COURSE. THIS COURSE SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. THE MINIMUM AC LIFT FOR BASE COURSE IS 0.21 FOOT (2-1/2 INCHES). THE MINIMUM AC THICKNESS IS 0.33 FOOT (4 INCHES). THE MAXIMUM AC LIFT IS FOUR IS 0.33 FOOT (4 INCHES). NOTE: "SHOVING" IS A TYPE OF AC PAVEMENT FAILURE THAT MAY BE CAUSED BY ASPHALT MIXES THAT ARE TOO RICH IN ASPHALT, THAT HAVE COURSE/FINE AGGREGATE THAT IS TOO ROUNDED, ETC. TYPICALLY, SHOVING RESULTS AT HILLS, CURVES OR INTERSECTIONS, CAUSED BY BRAKING OR ACCELERATING VEHICULAR FORCES. TO PREVENT OR MINIMIZE SHOVING, THE CITY RESERVES TO RIGHT TO REQUIRE A MODIFIED AC MIX DESIGN WITH PROPERTIES THAT PROVIDE HIGH STABILITY (I.E., ABILITY TO RESIST SHOVING AND RUTTING, ANGULAR AGGREGATE PARTICLES WITH A ROUGH SURFACE TEXTURE, ETC.) IN COMPLIANCE WITH 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 BASE (CAB) OR CRUSHED MISCELLANEOUS 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. 10. MIX DESIGNS. TEN WORKING DAYS PRIOR TO PAVING, THE PROPOSED MIXDESIGN(S)FROM THE SUPPLYING ASPHALT OR CONCRETE PLANT SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. THE MIX DESIGN(S) SHALL CLEARLY SHOW THAT THE DESIGN MEETS ALL CITY AND GREENBOOK REQUIREMENTS. 11. STREET S'ECTION,& STREET STRUCTURAL SECTIONS SHORN ON PLANS ARE TENTATIVE (I.E., THEY'RE USED FOR BONDING PURPOSES). THE FINAL STRUCTURAL SECTION REQUIREMENTS SHALL BE DETERMINED BY ADDITIONAL SOIL TESTS, AFTER ROUGH GRADING. THE STRUCTURAL SECTION DESIGN SHALL BE REVIEWED AND APPROVED BY TIME CITY ENGINEER. SAID DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF CALTRANS HIGHWAY DESIGN MANUAL AND SHALL UTILIZE THE "R" VALUE METHOD (I.E., "R" VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE CERTIFIED BY A REGISTERED CIVIL ENGINEER). THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE CITY ENGINEER. 12. COMPACTION, PRIOR TO PLACEMENT OF BASE MATERIAL AND AC, COMPACTION REPORTS BY A SOILS ENGINEER, CERTIFYING 95% COMPACTION OF SUB -GRADE AND BASE MATERIAL, SHALL BE SUBMITTED TO THE CITY ENGINEER. COMPACTION TEST OBSERVATION OF SUB -GRADE AND BASE GRADE MATERIALS SHALL BE COORDINATED TO INCLUDE THE SOILS ENGINEER AND THE PUBLIC WORKS INSPECTOR. 13. PAWING INSPECTIONS, A. BASE GRADE INSP C� ONE INSPECTION AT SUB -GRADE COMPLETION (PRIOR TO PLACEMENT OF BASE) IS REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS. %-EAMNG INSPECTIONS. TWO PAVING INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS: (1) PRIOR TO PAVING, AT BASE GRADE COMPLETION; AND (2) DURING PLACEMENT OF AC. C. DRIVEWAYS, ALL ONSITE PRIVATE RESIDENI1AL DRIVEWAYS SHALL COMPLY WITH THE APPROVED PLANS AND CITY STANDARDS, AND SHALL BE INSPECTED AND CLEARED BY THE CITY ENGINEER PRIOR TO PAVING. 14. UTILITIES ALL UNDERGROUND FACILITIES AND LATERALS SHALL BE IN PLACE PRIOR TO PAVING. 15. DRENCHING FOR ALL STREET TRENCHES SHALL CONFORM TO CITY AND ENGINEERING STANDARDS. REFER TO CITY STANDARD NO. 407 "TRENCH/POTHOLE REPAIR" FOR TRENCH MAINTENANCE AND/OR REPAIRS. IF TRENCHES IN CLOSE PROXIMITY AND PARALLEL TO GUTTER LINES RESULT IN LEAVING PAVEMENT STRIPS IN DISTRESS OR LESS THAN TWO FEET IN WIDTH (BETWEEN THE TRENCH AND GUTTER LINE), SAID PAVEMENT STRIPS SHALL BE REMOVED AND REPAVED, AT THE DISCRETION OF THE CITY ENGINEER. A TACK COAT SHALL BE APPLIED TO EXISTING ASPHALT CONCRETE AND VERTICAL SURFACES TO BE JOINED IN COMPLIANCE KITH THE GREENBOOK. 16. PARKING LOT,THE MINIMUM AC OR CONCRETE PAVEMENT GRADE SHALL BE ONE PERCENT ( 1 X ). 17. GUTTUP.� A 3 8 INCH LIP SHALL BE PLACED ADJACENT TO CONCRETE GUTTERS IN ACCORDANCE WITH CITY AND ENGINEERING STANDARDS. REFER TO STANDARD NO. 200. 18. PAVING DETAIL AROUND MANHOLES, VALVE COVERS, ETC. ALL PAVING AROUND MANHOLES, UTILITY VALVE COVERS, ETC. SHALL BE IN ACCORDANCE WITH THE GREENBOOK REQUIREMENTS, UTILITY AGENCY REQUIREMENTS, CITY AND ENGINEERING STANDARDS. REFER TO CITY STANDARD NO. 503 "PAVING DETAIL AROUND MANHOLE." 19. AC PLACEMENT, THE METHOD OF DEPOSITING, DISTRIBUTING (I.E., USING A SELF-PROPELLED SPREADING/FINISHING MACHINE) AND ROLLING AC SHALL BE IN ACCORDANCE WITH THE GREENBOOK. 20. ACCEPTANCE OF E ODUCT._ THE CONTRACTOR SHALL REPAIR ANY DEFECTIVE SURFACING DUE TO GRADE SETTLEMENT OF FILLS, TRENCH FILLS OR BASE MATERIAL, AS REQUIRED BY THE CITY ENGINEER. NO PAVEMENT "BIRDBATHS" OR DEVIATIONS GREATER THAN 1/8 INCH IN SIX FEET SHALL BE ACCEPTED. 21. PM T10_ N __OF�WORK. THE CONTRACTOR SHALL: (A) PROTECT EXISTING STRUCTURES, CURB AND GUTTERS, SIDEWALKS, LANDSCAPING, CATCH BASIN DEPRESSIONS AND OTHER SURFACE FEATURES AGAINST DAMAGE CAUSED BY PAVING OPERATIONS AND ASPHALT SPRAY; (B) PROTECT COMPLETED WORK; ALL VEHICULAR TRAFFIC (I.E., MOVING OR STATIONARY LOADS) SHALL BE KEPT OFF NEWLY PAVED AREAS UNTIL PAVEMENT SURFACES HAVE COOLED DOWN ADEQUATELY; (C) CLEAN THE SITE (I.E., REMOVE LOOSE PAVEMENT AND AGGREGATE, CLEAN OUT ALL MANHOLE PITS, ENSURE FREE OPERATION OF VALVES AFTER PAVING, REMOVE ALL DEBRIS, RUBBISH AND EXCESS MATERIAL FROM WORK AREA, ETC.). 22. OTHER CONSTRU9TION NOS REFER TO SEPARATE NOTES FOR "GENERAL," "GRADING," AND "EROSION AND SEDIMENT CONTROL" REQUIREMENTS. Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD contractor inspector Date Completed DATE BY REVISIONS DATE ACC#D BENCH MARK SEAL: SCALE RN. CO. BM T--7--21A. Horizontal w �� ELEVATION. 1179.31 en► 2-1 2" BRASS DISK STAMPED AS NOTED Na. �7 W. 12-31-17 'T-7-21' AT Nil CORNER OF ANZA Vertical c r RD. AND DE PORTOLA RD., 49' WEST, C I V 1L' OF ANZA RD. A OF CAt�� DEPORTOLA ROAD N 73'03'07" E 199.92' mo Ml am Designed By Drawn BY Checked By M.A.M. MAM. M.A.M. Plane Prepared Under Supervision Of R.C.E. No. 47604 Expires �2/31J17 Medofer Engineering Inc. 28610 Midsummer Lane Merllfee92 CA 58 909-816--58 0/951-301-6792 fax medofereg rrzof�ne# RECOMMENDED Bli' � DATE: AM'e ACCEPTED BY: �4DATE: niaMas W. cARcu, DIRECTOR OF PUBLIC WORKS/CftY ENGINEER R.C.E. N0. 48279 LD1 5-1828 BUILDING AND SAFETY DEPARTMENT REVIEWED FOR COMP CE iii TITLE 24 DISABLED AQCESS AC BILITY ONLY i I Approved By: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS /(Ve:7 DA Drawing No. Sheet 5 of 6 'r �K�t�.ew�5➢ �� �� .,<�,s n. ,>j a �.�� I "i"� r,.., T.�; �.� „�NO Underground Service Al81'tj CONSTRUCTION RECORD 'DATE I BY cmc Tay mee 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG Contractor Inspector Date Completed GRAVEL BAGS OVERLAP ONTO CURB RUNOFF GAP BETNEEN BAGS ACTS AS SPILLWAY 1. SET POSTS AND EXCAVATE A 4BY41N(10BYlOCM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS 2. STAPLE 774E FIL TER FABRIC TO 774E POSTS AND EXTEND IT DOII INTO THE TRENCH. 774REE L.AWRS OF GRAVEL BAGS TH ENDS OVERLAPPED 16 ZE, REVISIONS DATE ACC'D BENCH MARK SEAL: SCALE pF ESS�tJ RIV. CO. BM T-7-21 A. Horizontal ELEVATION: 1179.31, 2--1 /2- BRASS DISK STAMPED AS N C) TEED cc No. 471 * . 'T-7-21' AT Nil CORNER OF ANZA Vertical � ESP. 12-31-17 , , RD. AND DE PORTOLA RD., 49' WEST s�� CI1tIV OF ANZA RD. NA Plans Prepared Under Supervision Of ate: MIC L A. MEDO R.C.E. No. 47604 Expires NO SCALE Checked By 4IN(10CM) J. BACXFILL AND COMPACT THE EXCAVATED SOIL. FIL TER FABRIC EROSION &—S EDIM EN T CONTROL NOTES 1. FILTERED RUNOFF. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR TO ANY TYPE OF PRIMATE OR PUBLIC STORM WATER CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, CUTTERS, CONCRETE —LINED V—DITCHES, STORM DRAINS, FLOW — LINES, INLETS, OUTLETS, ETC.). ALL NON —PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM WATER CONVEYANCE SYSTEM YEAR—ROUND. 2. BEST MANAGEMENT PRACTICES ; P� YEAR—ROUND, POLLUTION PREVENTION MEASURES, ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMP'S), MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES. BMP HANDBOOKS CAN BE DOWNLOADED AT .CABMPHANDBOOKS.COM. ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES DUST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ESC MEASURES THROUGHOUT THE DURATION OF THE PROJECT FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. A. STOCKPILING OF BMPS. ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE USE WITHIN SEVEN DAYS PRIOR TO ANY FORECAST RAIN. ON EMERGENCY SITUATIONS, THE DEVELOPER/CONTRACTOR SHALL IMMEDIATELY MAKE EQUIPMENT AND WORKERS AVAILABLE TO PROTECT THE SITE. 3. EROSION AND SEDIMENT CONTROLS. ALL ESC MEASURES SHALL BE INSPECTED, RESTORED, REPAIRED OR MODIFIED YEAR—ROUND THROUGHOUT THE SITE TO PROTECT PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS AND ALL PRIVATE,/PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE. A. EROSION CONTROLS. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO APPLYING AND ESTABLISHING: VEGETATIVE COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER), PLASTIC SHEETING (MINIMUM 10—MIL), POLYPROPYLENE FATS, SPRAY —ON CONTROLS TO ALL DISTURBED AREAS OR OTHER MEASURES APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE USED AS A STAND—ALONE EROSION CONTROL. FOR SLOPES GREATER THAN 4: 1, PROVIDE FIBER ROLLS AND EITHER A BONDED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 3500 LB/ACRE OR A STABILIZED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 10 GAL/ACRE. THE CITY ENGINEER MAY APPROVE DIFFERENT APPLICATION RATES FOR SLOPES LESS THAN 4:1. B. SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO: DESILTING BASINS, GRADED BERMS, FIBER ROH S, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH MINIMUM *' GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15—FOOT INCREMENTS MEASURED ALONG THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED NTH GRAVEL —BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT—OF—WAY OR BACK OF CURBS. 4. CONSTRUCTION GENERAL PERMIT. IF THE PROJECT DISTURBS, EXPOSES OR STOCKPILES ONE ACRE OR MORE OF SOIL, THE SITE MUST BE COHERED UNDER THE STATE CONSTRUCTION GENERAL PERMIT. A WASTE DISCHARGE IDENTIFICATION (DID) NUMBER, A RISK LEVEL DETERMINATION NUMBER AND THE QUALIFIED "STORM WATER POLLUTION PREVENTION PLAN" (SW PPP) DEVELOPER (QSD) SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT. A SW PPP SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT AND SHALL BE READILY AVAILABLE TO CITY AND STATE INSPECTORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT: WWW.WATERBOARDS.CA.GOV/ #ATER ISSUES/PROGRAMS/STORK WATER/CONSTRUC-nON. 5. PERIMETER_ E89EQ� PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. CLEARING SHALL BE LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED. A COMBINATION OF ESC MEASURES SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN INACTIVE SITE, AS DESCRIBED IN THE ENGINEERING AND CONSTRUCTION MANUAL, SHALL ALSO BE PROTECTED. 6. CONSTRUCTION AQCE5S POINTS. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED NTH A COMBINATION OF ROCK AND SHAKER PLATES YEAR—ROUND TO PREVENT TRACK —OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL STORAGE AND STAGING AREA ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH ROCK TO PREVENT TRACK —OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SEEPING BECOMES INEFFECTIVE. CONTROLLED STREET MASHING SHALL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. 7. DESILTING BASINS, DESILTING BASINS SHALL BE DESIGNED ACCORDING TO THE GUIDANCE PROVIDED IN CASQA'S CONSTRUCTION BMP HANDBOOK. IMPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING "PONDED WATER -- DO NOT ENTER," OR AN EQUIVALENT WARNING NOTICE, SHALL BE POSTED. 8. MAIMIAL 5TORAGE. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, GELS, POWDERS, LANDSCAPE MATERIALS AND STOCKPILES OF SOIL SHALL BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT —OF —MAYS AND FLOW —LINES AND SHALL HAVE SECONDARY CONTAINMENT. INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST RAIN. 9. CC0 STRUCTION WASTE CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER —TIGHT BINS. MIRE MESH RECEPTACLES SHALL NOT BE ALLOWED. WASH —OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, STUCCO AND OTHER LIQUID WASTE, AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM PUBLIC RIGHT —OF —DAYS, FLOW LINES, ETC. PRIOR TO ANY FORECAST RAIN, BINS AND WASH —OUTS SHALL BE COWERED WITH LIDS CAR PLASTIC TARPS. 10. 5LOPE PROTECTION, STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. ESC MEASURES ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT/PERMANENT LANDSCAPE IS ESTABLISHED. THERE SHALL BE 100 ' SLOPE PROTECTION IN PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 11. PORTABLE MIXERS. ALL PORTABLE FIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH THEM WITH GRAVEL —BAGS PLACED ON THE DOWN —HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. 12. MAINTENANCE. ALL ONSITE AND OFFSITE FLOW LINES (I.E., V— AND BROW —DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC.), STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND DESILTING BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE, MISCELLANEOUS DEBRIS AND DETERIORATED ESC MEASURES YEAR—ROUND. 13.OBSTRUCTIONS, NO OBSTRUCTIONS, OTHER THAN BMP'S, SHALL BE ALLOWED WITHIN ANY STORM WATER CONVEYANCE SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE CITY ENGINEER. 14. OTHER CONSjRQQIION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL," "GRADING" AND "PAVING" REQUIREMENTS. Medofer Engineering Inc. 8610 Midsummer Lane Menifee, CA 92584 909-816--5830 951-301-6792 fax medofefeng6wizon.net M.A.M. RECOMMENDED BY: DATE: 12 18 15 ACCEPTED BY: «�-� ` DATE: IV/of/14 OMAS W. GARCIA 12/31/17 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER R.C.E. NO. 48279 LD1 5-1828 BUILDING AND SAFETY DEPARTMENT REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED ACCESS AND ACESWILITY ONLY Approved By. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS DA Drawing No. Sheet 6 of 6