Loading...
HomeMy WebLinkAboutParcel Map 18861 Parcel 1 Precise Grading CONSTRUCTION NOTES: ES77M"70 �' 1N0iE aUANnnES APPLICANr/bNwER: GENERAL EROSION CONTROL NOTES: GENERAL PAVING NOTES.- 774E CHURCH of .�s�cls a�nalsr OF *CUT AND REMOVE EXISTING CONCRETE CURB 30 LINXT.. LATTER DAY SAINTS 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE RAINY SEASON FROM OCMSER 15 1. MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCMNT. PHYSICAL FACIURES 70 APRIL 15. APPROVED PLAN /S REQUIRED FOR ALL ROUGH GRADING 0 REMOVE EAST A.C: PWT.(SEE SOLS REPORT, CAN BE USED AS BASE) 19,000 SQ.FT. NORTH AMER/CA WEST AREA 2 MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.5 PERCENNT. 22ND FLOOR 2 IN CASE OF E WERGENCY, CALL CONSTRUCT TYPE D ONARETE CURB ONLY PER CITY OF TEMECULA STD NO. 204 690 LIN.FT. 50 EAST NORTH TEMPLE STREET (RESPONSIBLE PERSON) .1 AN APPROVED SOIL STERIUZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR TO PLACEMENT (MODIFIED TO 6 INCH CURB FACE) ONCREIE RICAN CRITTER SALT LAKE CITY, UTAH 84150 (24 HOUR PHONE NUMBER) OF PAVING. 40 CONSTRUCT 3 FOOT WIDE CONCRETE RIBBON GUTTER PER DETAIL 90 L/N.FT. NOT TO SCALE APPLICANT REPRE5E7NTA77W. .1 THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL *ORK AND INSURE THAT *VRK /S /N A ASPHALTIC E74ULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) DAYS (�D KATHLEEN OSWALT ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 CONSTRUCT 3 /NCH A.L` PWI/T. OVER 6 /NG�I CLASS Il AGGREGATE BASE 15,200 SO.FT. GARY MILLER ARCHI7ECT AND ASSOCIATE.' GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL CONFORM 70 SEC7IOINS 37, 39 AND 94 OF 350 WEST FIFTH STREET, SU/TE 201 4, EQUIPMENT AND K)RKERS FOR EMERGENCY WWK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE STA 7F STANDARD SPECIFICATIONS. 60INSTALL 18 /NCH HDPE N-f2 IDD1H INTER/OR WALL PIPE 270 UN. g"' Q" CURB FACE SAN BERNARDINO, CALIFORNIA 92401 THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT INSTALL18 INCH DROP-IN GRATE (NYLOPLAST, ADVANCED DRA/NAGE• SY5TEMS) I EACH 1:3 FACE SLOPE (909)889-4480 (909)384--90,34 FAX CONVEN/ENT LOCA714NS TO FACIUTATE RAPID CONSTRUCTION OF TEMPORARY DEMOS WHEN RAIN IS S. THE SUBDIVIDER OR CONTRAC70R SHALL APPLY TO THE CITY OF 7E'MECULA DEPARWENT OF PUBLIC 1 LEEP ENGINEETE' IMMINENT.. WORKS FOR AN ENCROACHMENT PERMIT FOR ALL Wt7RK W774114CITY RIGHT-OF-WAY. RECONSTRUCT CONCRETE CHANNEL AT NEW INLET GRA 7E 1 EACH EDC CONSUL TANTS 5 DEVICES SMALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DEPARTMENT OF PUBLIC Q.350 WEST FIFTH STREET, SU/TE 201A NR')RKS THREE /NSPEC710NS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE INSPECTION AT ^ �J CONSTRUCT HOLE /N SIDE OF ENS77NO INLET BOX TO ACCEPT NEW 18 /NCH HDPE N--12 PIPE 1 EACH SAN BERNARD/NO, CALIFORN/A 92401 SUBGRADE CoMPLET1oN, AT BASE GRADE COAIP,LET)ON AND DURING PLACEMENT OF ASPHALT. (909)381-9916 (909)381-9515 FAX 6. ALL REMOVABLE PROTEC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WRK/NG DAY 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND 10 INSTALL 18 /NCH HDPE N-12 PIPE UNDER EXISTING CMU SCREEN WALL (PROJECT IN PLACE) WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT. REL OCA77ON AND COST OF ALL EXISTING U77LI77ES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR CONCRETE CU RN AND [LITTER SOILS ENGINEER. TO BEGINNING OF CONSTRUCTION AT (909)694--6411. ti REmow EXISTING CONCRETE CURB AND REPLACE wm CONCRETE CURB AND GUTTER PER 50 UN-FT. JOHN R. BYERLY, INCORPORATED 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT FEN= AND PER CITY OF TEMECULA STD. NO. 205, TYPE & REVISED TO CARRY DRA/NAGIE SEE DETAIL REFERENCEENOT TOSCALE CIE CI 2257 SOUTH LILAC AVENUE DE'SIL 17NO BASINS; ETC d A COMPACTION REPORT BY A SO/LS ENGINEER SMALL CER77FY 95 PERCENT COMPACTION OF BASE TY STD. NO. 201 TYPE E BLOOMINGTON, CALIFORNIA 92316-2907 PRIOR TO GALL FOR SECOND /NSPEC110N AND ,A PLACEMENT OF ASPHAL T PA WG, 12 INSTALL SANDBAGS 7110 BRCS NICK ACROSS NEW DRIVE AME FOR TEMPORARY EROSION BLOOMINGTON, (909,)877--5210 FAX a GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT 774E ONTROOL DURING CONSTRUC7ICtIV. REPORT NO. 3284 FILE NO. S-10355 CONCLUSION OF EACH WORKING DAY. 9 COMPACTION TEST OBSERVATION OF 5USGRADE OR BASE ROCK GRADE SHALL BE COORDINATED BY 8" DATED. FEBRUARY 14 2003 774E CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT INSPECTOR, ALL GRADE INSPEC710N5 6" PURR FACE 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU71OINS TO PREVENT MILL BE IN CONJUNC770N WIN OR PRECEDED BY COMPACTION TESTING. AG PNMT. PRELIMINARY 777LE REPORT: PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CCWD17YON. CHICAGO 777LE COMPANY 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED 70 THE DIRECTOR OF PUBLIC KEN BELLEROSF, 777LE OFFICER fa DML77NO BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE WORKS FOR APPROVAL A MIN/MUM OF TEN DAYS PRIOR TO PLA CEMEINT OF BASE MATER/AL. THE ORDER NO. 22025296--K54, JULY 16, 2002 COMPLETE PER ROUGH GRADING PLAN. DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH /N CHAPTER 600 OF THE CALTRANS low (909)381-6750 (909)384-7893 FAX HIGHWAY DESIGN MANUAL AND UT/UZE THE OR" VALUE METHOD. THE '74" VALUE 7E57S SHALL 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR MOD/FICA71ONS TO BE CONDUCTED /N ACCORDANCE W774 CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY A ASSESSOR'S PARCEL NUMBER: 922--331-36 THIS PLAN AS DEEMED NECESSARY. REGISTERED C114L ENGINEER. THE NUMBER AND LOCATIONS OF 774ESE TESTS SHALL BE SUBJECT CONCRETE CURD ONLY TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. NOT TO SCALE LEGAL DESCRIP770N: 12 /NFOIRMA77ON ON THIS PLAN /S FOR EROSION CONTROL ONLY. ALL 07HER INFORMATION /S SUBJECT 70 REFERENCE CITY STD. NO. 204 PARCEL 1, OF PARCEL MAP NO. 18861, RECORDED CHANGE 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SEC7701V 203-6 OF 7HE CURRENT IN BOOK 111, PAGES Z3 OF MAPSr RECORDS OF STANDARD SPECIFICA7I0NS OF PUBLIC WORKS CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE RIWRSIDE COUNTY, CAUFORN/A. 15 TEMPORARY EROSION PROTECTION /S REQUIRED FOR MANUFACTURED SLOPES PRIOR TO PERMANENT C2-AR-4000. MINIMUM THICKNESS /S TWO INCHES, MAXIMUM THICKNESS /S 7HREE INCHES CONCRETE SEC77ONSTER 774AN EARTHWORK QU_4NTMES. PROJECT ADDRESS 44650 LA PAZ STREET, 7EWECULA PuwnNG'. 4400,"L.AT MINIMUM THICKNESS OFRTWO INCHES FREE UNCI-IES SHALL CONTAIN A BASE COURSE OF B---AR-- (EWG/NEER'S ES77MA TF) 14 AREAS SHALL BE MAINTAINED /N SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES BENCH MARK NO. 600-6-81 ELEVATION: 997.62 (INCLUDING ACCESS TO NEIGHBORING PROPERTIES) EMBANKMENT.• 100 U.YDS mss` SW 300CW EXCAVATION: 200 GLI. OF FW'Y BR/DGS 0' SE OF 15 NO OSS7RUC770N OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN INLETS GENERAL GRADING NO TES." P.O.B. Or FWY RFENCE; 2' N OF SHALL OCCUR DURING THE RAINING SEASON, UNLESS ADEQUATE 7EMPOIRARY/PE7RMANENT DRAINAGE F1VY R/W FENCE, 75.4' S OF LIGHT POLE. FACIU77ES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL 1. ALL GRAD/NG SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE; APPENDIX CHAP7ER 33, AS STREET, STORM DRAIN OR NATURAL WATER COURSE AMENDED BY ORDINANCE 99-23. Norm 1. THERE ARE NO NEW BUILDINGS PROPOSED, 16. THE DEVELOPER SHALL CONDUCT HIS OPERA710NS /N SUCH A MANNER INAT STORM RUNOFF WILL BE 2 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE ONE PERCENT DRAINAGE SWALES SHALL NO NEW U77UTY CONNECTIONS OR PUBLIC CONTAINED WITHIN 7HE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES 7HE BE A MINIMUM OF 0.2 FEET DEEP AND BE C0NS7RUC7irD A MINIMUM OF TIMI FEET FROM 174E TOP OF CUT OR FILL IMPROVEMENTS PROPOSED. RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF SLOPES. AREA. 2 THE 7OPOG RAPHY WAS PERFORMED BY -1 MAXIMUM CVT AND FILL SLOPE 2.•1. EDC CONSUL TANTS IN MAY, 200.1 17. CONFORMANCE WITH THE REQUIREMENTS OF 774/S PLAN SHALL IN NO WAY RELIEVE THE DEVELOPER FROM HIS RESPONSIBIL/71ES TO THIS 577E AND ADJACENT PROPERTIES. 7EMPORARY EROSION CONTROL. 4: PROVIDE FIVE FOOT WIDE BY ONE FOOT HIGH BERM OR EQUIVALENT ALOIVC 774E TOP OF ALL FILL SLOPES OVER FIVE FOOT HIGH. SMALL CONSIST OF, BUT NOT BE UMI7ED TO, CONS7RUCHNG SUCH FAdLIRES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABA 7E WA7EX MUD AND EROSION 5 ALL GRADING SHALL BE DONE UNDER 774E SUPETRW901N OF A COMPE7EWT SOILS ENGINEER WO SHALL DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT Or THE CONSTRUCTION OF THIS PROJECT. CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SMALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER ONE FOOT DEEP. 1A SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION COWTROL PRIOR TO OCTOBER 15 SLOPES CONSTRUCTED AF7ER OCTOBER 1 SHALL BE 7REA7ED FOR EROSION CONTROL AS THE a A REGIS7FRED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S EINGIINEERIINC CONSTRUC770N OF SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VER7ICALLY. DEPARTMENT A WRITTEN CER7IF1CA DON of COMPLE77ON OF ROUGH GRADING /N ACCORDANCE WITH THE APPROVED GRADING PLAN Pf?/OR TO ISSUANCE OF 7HE BUILDING PERMIT. CER77RCA77ON SHALL BE TO 19. FILL AREAS NHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLEflON PRIOR TO FINAL UN& GRAD& ELEVATION AND LOCATION OF OUT FILL SLOIPM GRADE; SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SIL TA 710N OF DOWNSTREAM FACIU77ES AND ADJACENT AREAS THESE MEASURES MAY lNCLUDEr BUT SHALL NOT BE Z PROVIDE A MOW DITCH, DESIGNED TV HANDLE 100 YEAR Q STORM FLOWS ALONG TOP OF CUT SLOPES LIM17ED Ta• TEMPORARY DOWNDRA/NS, E77HER IN THE FORM Or PIPES OR PAVED DITCHES W774 PROTECTED OL17FALL AREASr GRADED BERMS AROUND AREAS TO ELM/NATE EROSION OF FILL SLOPES BY 5 FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. SURFACE RUNOFF; CONFINED POND/NG AREAS TO DESIL T RUNOFF;- TEMPORARY CHECK DAMS IN TOE OF SOPE DITCHES TO DESILT RUNOFF; PROTEC7I01V SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT 9. ALL GRADING SHALL BE DONE /N CONFORMANCE WIN RECOMMENDA7701VS Or THE PRELIMINARY SOILS BEEN BROUGHT UP TO GRADE; AND EARTH BERMS AND APPROPRIATE' [BRAD/NG TO DIRECT DRAINAGE INVES77CA7101V BY L. .6E L C. DATED _z_ 115 - 03 _ TWIG SETS OF THE AWAY FROM THE EDGE OF THE TOP OF SLOPES SMALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL FINAL COWPAC7701V REPORT SHALL BE SUBMITTED TO THE ENGINLTRING DEPARTUENT NHICH SHALL AREAS WHERE EARTHWORK O'ERATIONS ARE NOT IN PROGRESS INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CER77RCA77CW THAT GRADING HAS BEEN DONE IN CONFORMANCE WI7H THE RECOAIMEIVDA7701VS OF THE PRETJMIINARY SOLS REPORT. 20. TOP OF CUT BROW DITCHM NHERE REQUIRED ON THE PLAN, SHALL BE CONSTRUCTED PRIOR TD EXCEEDING T*n VE (12) FEET OF CUT MEASURED VER77CALL Y. 1Q THE CONTRACTOR SMALL NOTIFY THE ENGINEER/NG DEPARTMENT AT LEAST 24 HOURS /N ADVANCE REQUES77NG FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC77ON MUST BE APPROVED 21. CLEARING AND GRUBBING 94OULD BE UM/TED TO AREAS THAT WILL RECEIVE IMMEDIATE GRAD/NGL PRIOR 70 BU/LD/NG PERMIT FINAL INSPEC7701V FOR EACH LOT. EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS W 41CH HAVE BEEN CLEARED AND ETNGINEERWG DEPARTMENT PHONE (909)694-6411 M89FD PRIOR TO GRADING OPERA TION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF 7HE RA/NY SEASON. THESE MEASURES MAY INCLUDE BUT SHALL NOT BE UM/TED TO. GRADED 11. CUT SLOPES EQUAL TO OR GREATER THAN FIVE FEET/N VERTICAL HETGNT AND FILL SLOPES EQUAL 7V OR GREATER DITCHES; BRUSH BARRIERS AND SILT FENCES CARE SHALL BE EXERCISED TO PRESERVE VEGETATION THAN FIVE FEET IN WER77CAL HE7GHT SHAM BE PLANTED WITH GRASS OR GROUND COVER TO PROJECT THE SLOPE BEYOND LIMITS OF GRADING. FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SE'C77ON I Z06 (RESIDEN77AL) OR SEC7701V 17.08 (COMMERCIAL/INDUS7R/AL) PR/OR TO THE APPROVAL OF FINAL 22 THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF PUNS DOES NOT RELIEVE THE DEVELOPER FROM INSPECTION. RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONS77?U0710N. UPON REQUEST, THE REQUIRED PUN REVISIONS SHALL BE PROMPTLY SUBMITTED TO 774E DEPARWENT 12. NO FILL SMALL BE PLACED ON EVS77NO GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDSr OF PUBLIC WORKS FOR APPROVAL DEBIR/S� TOPSOL, AND OTHER DELETERIOUS MATERIAL. 25 ALL GRADED SZOPE AREAS FIVE FEET OR MORE /N HEIGHT SHALL BE HYDROSEEEDED UN!_ESS SUFFICIENT NATURAL 1.1 IF STEEP SLOP/NG TERRAIN OCCURS UPON WHICH FILL /S TO BE PLACED, 774E TERRAIN MUST BE VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARA170M SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MA 7ER/AL. 24, JUTE NE MNq OR EQUIVALENT, SHALL BE INSTALLED ON ALL SLOPES OWER TEN (10) FEET HIGH. 14. DURING ROUGH GRAD/NG OPERATIONS AND PR/OR TO CONS7RUC7101N Or PERMANENT DRAINAGE STRUCTURES; 7EMPoRARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPER77ES 15 DUST SHALL BE CONTROLLED BY WA7ER/NG OR OTHER APPROVED METHODS 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CON7INUE TLD FUNC77ON, ESPECIALLY DURING 57* RM CONDI TIONS PRO7FC7l VE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED T9 PROTECT ADANN/NG PROPER77ES DURING GRADING OPERATIONS 17. STABILITY CALCULA77ONS WITH A FACTOR OF A LEAST ANE AND FIVE-TENTHS (f.5) SHALL BE SUBMITTED BY SOILS ENGINEER 79 THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 FEET/N VER77CAL NOGHT 1d A REGISTERED CIVIL ENGINEER SHALL SU6M/T CER77nC47I01V OF BUILD/NG PAD ELEVATIONS WERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELL:VA71ON (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA17ON WITH RESPECT TO ADJACENT GROUND SURFACE /S REQUIRED, INE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROL' ALL GRADED SLOPES MALL BE PLANTED WITH ROSEA ICE PLANT AT 12 INCHES ON CENTERS OR AN07HER APPROVED GROUND COVER. SLOPES OVER 15 FEET/N VERTICAL HEIGHT, IN ADD17701V TO GROUND COVER, SHALL BE PLANTED Wl774 APPROVED TREES, SHRUBS, OR COMOINA]ION WEREOF SHRUBS SHALL BE PLANTED AT TEN FOT ON CEN7ERS TREES 20 FOOT ON CEN TER; COM61NA71OWS 15 FOOT ON CENTERS SLOPES OVER FOUR FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRR/GA71OV SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CHAPTER 1Qr. 20. FINISH GRADE SMALL BE SLOPED AWAY FROM ALL EX7ER/OIR WALLS AT NOT LESS THAN 1/4 INCH PER FOOT FOR A MIN/MUM OF THREE FEET. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED /N THE FIELD PRIOR Til COMMENCERENT OF ANY CONSTRUCTION/GRADING 2.1 APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 774E APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUC170N. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SMALL BE PROMPTLY Underground Service Alert SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.. • 24. THE ISSUANCE OF THIS PERMIT BY 774E CITY OF 7EMECULA DOES NOT IMPLY OR PROVIDE ANY Call: TOLL FREE CLEARANCES FROM STATE OR FEDERAL WILDUFE AGENCIES REGULATING THE PROVISIONS OF THE CAUFORN/A OR NATIONAL ENDANGERED SPECIES ACTS THE CONTRACTOR/OWNERAE'VE'LOPER /S RESPONSIBLE FOR OBTAIN/NG THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY (�(( 1 -844 SITE DISTURBANCE'S OR GRADING. int/ 422-4133 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE SEAL. Ry�� .a.�t; Designed By Drawn By Checked By n Drawing N©, ` . . �G ��� - ��c RECOMMENDED BY. _ DATE: Z CITY [IF T DEPARTMENT OF PUBLIC WORKS Contractor ��E Agv.�E `` RANDALL W Horizontal CROFT ?� Plans Prepared Under Supervision Of -- -� p ,// r - ° No. 50095 r•A• d 1 - d z 4 i Z- or S ed j)eC4 Inspector A ACCEPTED BY. DATEt %' �.'�� 4`To�0 L�1 PAZ �2�E� p Exp- 6-30-� a�a l I Cru�f t - -03 / =C:�.- Pieo Po SEn PAT'KiA/L� Go T 6' PA�/S�o�./ Vertical CIVIL ` D a e ,�ON J. RA��S Ec/ � fl� /Z 0 AlT L Co�Jrr6I- AI✓h �,� �* DEPc�T�/ D11�EcT 1� a� +�clSL/c c%IeKS PQ S GSA �/�, , �o A Ante Conpirted �`OF �11F��`, \. �Qv S/v� Cv�J lieOL PGA ✓ Y tJIAi R,C,E, No, � o 4 90 O cam[_ / A cd5L 6 / Sheet u 9 p - 30 - o� '1 - - �..,_._.._.__ _ 'yxv Ale 0 P P M P i✓o• /$$ / of Z Expires R,C,E, No.��...... Expires P A MEN It manow, IQ IMMUNE .� . MEN MEN mirtmimaritm III. , . KIII MEN MENNEN MENNEN MENNEN FIlard IF MEN; MENOMINEE -BEEN ..�, Ml Fu ItItt,_ MENNEN MEN 11 WHO tI N_ M- IF LI FI p MINN, III I MEN MENOMONEE ENRON 1141 101 MENOMINEE tillllll!�E� It rItatimi MENOMONEE I MEN MEN MEMO MEN MENNEN ME MEN MINOR MEN 6 FASHION INNER MEN I MEMO ME MOORISH MONSOON I NNNNJ MEN MENNEN MEMO MEN IN ' ANN 1 11 it MEMO MENOMONEE MEMO v MEMO MENNEN MEN MENOMONEE �—