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HomeMy WebLinkAboutParcel Map 30798 Rough Grading rrr� i i D ' & LO TS 1 111111 511111111611117 8119 & 10 OF TRo 15211 PARCELS A B & C OF INSTR NO 01 499221 P E / r a ry oF R R.0 L N �• IN THE CITY OF I LAI ULA, COUNTY OF RIVERSID STA OF CA ORNIA TEIVECU�A 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE RAINY SEASON FROMQUANTITY OCTOBER 18 TO APRiL 15, AN APPROVED PLAN IS REQUIRED FOR ALL ROUGH GRADING. � , T" 2, IN CASE " EMERGENCY, CALL PASTOR JAY BECKLEY, (909) 676-3591 (24) HOURS. SOILS- GINEERO ESTI TE ,.I,�R.K ---Q ANTITIES: CONSTRUCTION NOTES, ESTIMAT 9: RANCHO COMMUNITY CHURCH R.EAR - 400 3, THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND ENSURE THAT 43000 BUSINESS PARK DRIVE, STE, 8-104 EARTH TECHNICS EXCAVATION: 80,915 C.Y. (RAW) TEMPORARY GRAVEL. DAG 4,400 L,P,P.O. BOX 591980 � WORK IS IN ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY TIME DEPARTMENT TEMECULA, CALIF., 92590 EMBANKMENT: 84 931 C.Y► 11� SHRINKAGE TEMPORARY CHECK BERM 67 EA. ,�,�....�� � OF PUBLIC WORKS}. dl ATTENTION: PASTOR JAY BECKLEY TEMECULA CALIFORNIA 92589 ( ) TEMPORARY CHECK DAM 10 EA. � �' PHONE. (909) 676--3591 TEL. ('909 699-5451 BALANCE. 15,984 C.Y. (STOCKPILES) 36 CMP 9O L»F, p .�'�` 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL. BE MADE AVAILABLE AT ALL TIMES FAX; (909) 6762293 �` OCAN AN 48 0 D R YWELL 3 EA. DURING THE RAINY SEASON, NECESSARY MATERIALS SHALL BE AVAILABLE C SITE D STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY GRADED ROCK RIP -RAP 192 S.F. DEVICES WHEN RAIN IS IMMINENT. DRIVEWAY STABILIZER 2 EA. REMOVE EXISTING POWER POLES 2 EAr T THE APPROVAL F THE DEPARTMENT 5� a. DEVICES SHALL NOT BE MOVED OR MODIFIED WITFIOU E RO L O E % RELOCATE EXISTING POWERLINE 1 EA. OF PUBLIC WORKS. 8, ALL REMOVABLE PR07EC;TIVC DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ► CAPEN .� WMKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY 40 ' ;THORNE00 PERCENT, ,. 0010 MINT RN � U , 7. AFTER A RAINSTORM, ALL SiLT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT �.- N ILTiNG BASINS ETC. ` ERRICb ► 'Y 1 ITS' AP; ` FENCES, AND DES ► B. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE OF CANALES34 NO SCALE SLOPE AT 111E CONCLUSION OF EACH WORKING DAY. 6 HALL BE RESPONSIBLEAND SHALL TAKE NECESSARY PRECAUTIONS TO JORDAN -f 9r THE DEVELOPER S � r� � ',,�.,� PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A 6 UNIVERSAL HAZARDOUS CONDITION,, nULIN , -w- HEALTH CARS► ;��' �► �, � � SYSTEMGRADLNG • 10, DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS Y- -- NOTE. ARE COMPLETE PER ROUGH GRADING PLAN. FAIRCHILD (�. 1, ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CGDE, APPENDIX 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANCES OR 3 1 CHAPTER 33, AS AMENDED BY ORDINANCE 457 99-23, MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. GUZON '" �- 2. MINIMUM DRAINAGE SWALE SLOPE SHALL BE ONE PERCENT 1r0. OR 03% FOR '�"� - � - � -� '- -� � TEMPORARYCONDITIONS, RAiNA SWA HA A NIM M F O. ' DEEP 12, INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY, ALL OTHER INFORMATION 30 � 1 �,�.. TE R DRAINAGE , LESS LL BE O 5 EE ., AND BE CONSTRUCTED A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. IS SUBJECT TO CHANGE. � _ �- '� LENS ..----0",,-00 ` 3r MAXIMUM CUT AND FILL SLOPE = 2:1 UNLESS OTHERIMSE NOTED, 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO ,► " — ► ..-� t , PERMANENT PLANTING. 4. PROVIDE 5 WIDE BY 1 H GH BERM OR EQUIVALENT ALONG THE TOP OF ARMSTRONG ,�r-�.-- .. r___- „ ' _ - ALL FILL SLOPES OVER 5 HiGH• 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED ,�1e, l _ .. _ AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). KARPOUZIS ��- � � � �._- --- �(�U f 5, ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS '' - _.. - 7�r- - ENGINEER WHO SHALL CERTIFY THAT ALL FiLL HAS BEEN PROPERLY PLACED AND 15, NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM l , ► ' -�' - r WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP, ADEQUATE RY M KARPaUZI �--- �- tG�_ DRAIN INLETS SHALL OCCUR DURING THE RAINY SEASON, UNLESS DEQU TE / RdnRiGUEZ ►� ,�.-. A I TI A BEEN APPROVED AND INSTALLED TO CARRY SURFACE ► wwr to � _- - 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PERMANENT DRAINAGE F C L1 ES HAVE � � .� � �- -;"-� � DEPARTMENT O PUBLIC WORKS WRITTEN CE TIFICATIC�N OF C MPLETION OF ,1 �i t EP E O R O WATER TC1 THE NEAREST PRACTICAL STREET, STORM DRAIN, OR NATURAL WATER C;aURSE. ` � / �,,f �„ � � ,�,. / 00 ' 00 ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 116. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF _ ---� - _ �. r: --. �- " _ , ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, + �-�-- .--0-1 �-= � + '' ELEVATION AND LOCATION OF CUT FiLL SLOPES, T M RAIN TEM WHICH r r r WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED f NTO S OR D SYS 41 _ � SERVES 7HE RUNOFF" AREA, STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO SANTORa W N T A 1 M DIVERT TO ANOTHER RUNOFF AREA. , � __y�_ 7, PROVIDE A BROW DITCH, DESIGNED O HANDLE 0O YR Q STORM FLAWS, 7 / / �_---' - ` ALONG TOP OF CUT SLOPES, # / -�` ISN 17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE , r ' t �� // - _-�- _ 8, FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. tr r DEVELOPER THAN ONE FOOT. TEMPORARY EROSION CONTROL. SI�AL�. CONSIST OF, BUT NOT BE LIMITED TO, CONSTRUCTING � FA I TI AN TAKING MEASURES AS ARE NECESSARY TO PREVENT CONTROL AND r _ / i �- _- _ F THE SUCH CLI ES D K E � �._. / � �lod �,___ � - 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS O E ABATE WATER, MUD AND EROSION DAMAGE TO THE PUBLIC AND PRIVATE kOPERTY ASA I -- _ r PRELIMINARY SOILS INVESTIGATION BY: EARTH TECHNICS DATED: JUNE 27 1999, RESULT OF THE CONSTRUC71ON OF THIS PROJECT. �'`� �'�--�-� � �-, � _ `�� `� � r--- - _ TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PRIOR TO OC;TO ER 1 SHALL BE TREATED FOR EROSION CONTROL `+ " -�=. --- --��'�" rl -- ° DEPARTMENT OF PUBLIC WORKS WFIICH SMALL INCLUDE FOUNDATION DESIGN 18, SLOPES CONSTRUCTED R OR B �,�. � � --�.�..��� �_w��-�.�.�.�� � �.�.��--�-�-� �-A-�� � A TRA FOR --- �" --�-��-�-_ "�' �~-��'= -�-�.� �` �- �-- =-=y - 00 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN 00 PRIOR TO OCTOBER 15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED �- .., .� �.��GW N!A Y � -�--� ��� ��__ � .� �-.-�=�'� _-- �"' . NT F ,� -. . �.� .�-- _�_ CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT, EROSION CONTROL AS THE CONSTRUCTION OF A SLOPE PROGRESSES IN INCREMENTS O �� � ���l�� �� ��_� _ �, 25 FEET OR LESS MEASURED VERTICALLY. - -- - -- w.��.y �� - ==- r100 10, THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC: WORKS AT LEAST 24 19. FILL, AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION �„� � ,�„ �„ �, , „� �„ �„ �,. „� , ,�, �„ �, �„ �,, �„ „� „� MOORS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. F7_ 100 PRiOR TO FiNAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE �'"'wo THIS INSPECTION MUST BE APPROVED PRiOR TO BUILDING PERMIT FiNAL INSPECTION EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE FOR EACH LOT, MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO: TEMPORARY DOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DlTSITCES WITH PROTECTED OUTFALL AREAS; INLEX 11. CUT SLOPES EQUAL TO OR GREATER THAN 'S' IN VERTICAL WEIGHT AND FILL. SLOPES E i A T O GREATER THAN IN VERTICAL HEIGHT A P N WITH GRASS T ELIMINATE EROSION OF FILL SLOPES BY SURFACE EQUAL C) R E ER 3 VER C LSHALL BE PLANTED G SS GRADED BERMS AROUND AREAS O E N(� SCALE OR GROUND COVER T4 PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN RUNOFF CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK DAMS IN TOE UNOFFos PROTECTION SUCH AS SAND BAGS AROUND INLETS ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE Nth. 457 PRIOR TO THE APPROVAL OF SL013E DITCHES TO DESILT R , HT P T ORADEq, AND EARTH BERMS AND APPROPRIATE OF FINAL INSPECTION, WHICH HAVE NOT BEEN BROUGHT U Q R GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL, BE 1 CURB OPENING 12, NO FiLL SHALL BE PLACED ON EXISTING GROUND UNTIL TFiE GROUND HAS BEEN AND MAINTAINS ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE OR INLET PER PLANGEND CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OnIER MATERIAL. CONSTRUCTED D NOT iN PROGRESS. � GAP BETWEEN BAGS ACTS AS SPILLWAY 13r IF STEEP SLOPING TERRAIN OCCURS UPON WHiCH FILL IS TO BE PLACED, IT MUST 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SMALL BE CONSTRICTED EXISTING CONTOURS BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT, PRIOR T EXCEEDING TWELVE (12) FEET OF CUT` MEASURED VERTICALLY. GRAVEL BAGS OVERLAP PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO R OR O E ONTO CURB 34 PROPoSEI� CONTOURS � PLACEMENT OF ILL MATERIAL, ALL FILL SLOPES PLACED OVER NATURAL GROUND 21, CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WiLL RECEIVE IMMEDIATE WHICH IS STEEPER THAN 5:1 2b�), MUST BE BENCHED AND KEYED PER SOILS GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH DAYLJ TE LINE ENGINEER'S RECOMMENDATION . HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATIONS: AND WHICH ARE , SUBJECT TO RUNOFF DURING THE PERIOD OF THE RAINY SEASON. THESE MEASURES MAY � GRAVEL BAGS 14, DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT k ADITCHES;, RSH BARRIE S AND SILT �- DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO INCLUDE BUT SHALL NOT BE LIMITED TCS. GRADED BRUSH R PREVENT P N TNG WA AN AMA T ADJACENTPROPERTIES, FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. - _ ____ _4oil SWALE REVE O O TER D DAMAGE 4 DJAC E �j �, 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, R . 22. THE DEPARTMENT' OF PUBLIC WORKS APPROVAL OF PLANS DOES NOT RELIEVE THE �o� FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED '�� �� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, DEVELOPER FROM RESPONSIBILITY 0 ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING SUBMITTED TO THE DEPARTMENT OF PUBLIO WORKS FOR APPROVAL. . GRADING OPERATIONS. 23, ALL GRADED SLOPE AREAS S' OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS STORM ...!, TEE TANNING �ROGR ► 17, TABi TY ACU TIN WITH A FA CT AT A T N AN FI NTH 1TA H AS ETERMINED BY THE CITYS LI C L LAOS COR OF LES O E D VE TE .5 SUF`F`ICIENT NATURAL VEGETATTON HAS BEEN ES BLIS ED DSHALL BE SUBMITTED BY A SOILS ENGINEER TO THE DEPARTMENT OF PUBLIC OR S OF TEMECULA INSPECTOR, BEST MANAGEMENT PRACTICES BMf�S HAVE BEEN INCORPORATED INTO THE DESIGN FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. � �� OF THIS PROJECT TO ACCOMPLI H TH FOLLOWING GOALS. 24. THE ISSUANCE CSF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANYCHEC A IPA FROM STORM WATER 18, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE NO SCALE 1. MINIMIZE, TO THE MAXIMUM EXTENT PRACTICABLE* IMPACTS O S O M TE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACT. THE CONTRACTOR/OWNER DEVELOPER IS M RUNOfMF ON THE BIOLOGICAL INTEGRITY OF NATURAL DRAINAGE SYSTEMS AND ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION WITH N WITH REQUIREMENTS UNDER CEQA SECTION 404 OF RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVATION WITH RESPECT TO RESPONSiBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO WATER BODIES IN ACCORDANCE REQU E � ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ANY SITE DISTURBANCES OR GRADING. I TWE CLEAN WATER ACT', LOCAL ORDINANCES, AND LEGAL AUTHORITIES. ADJACENT GROUND SHALL BE GIVEN. 2, MINIMIZE, TO THE MAXIMUM EXTENT PRACTICABLE, THE PERCENTAGE OF PERMEABLE 19, , ALL GRADED SLOPES SHALL BE PLANTED WiTH ROSEA ICE PLANT GRAVEL BAGS OVERLAP �• �iw SURFACES TO ALLOW MORE PERCOLATION OF STORM WATER INTO THE GROUND. " ONTO CURB 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER, SLOPES OVER 15 IN R=10 3. MINIMIZE, TO THE MAXIMIUM EXTENT PRACTICABLE, THE AMOUNT OF STORM WATER VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH DIRECTED TO IMPERMEABLE AREAS AND TO THE MUNICIPAL SEPERATE STORM SEWER APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED Y T M AT 10 ON CENTERS; TREES 20 ON CENTER; COMBINATION 15 ON CENTERS. SLOPES GAP BETWEEN BAGS Ilk' SSE , ACTS AS SPILLWAYPo'cl8" MIN. 4, MINIMIZE, TO THE MAXIMIUM EXTENT PRACTICABLE, PARKING LOT POLLUTION THROUGH OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH _ _ DACKFLOW PREVENTION DEVICES PER U,P,C,, CHAPTER 10,R. �4.f THE USE OP APPROPRIATE BMPS SUCH AS RETENTION, INFILTRATION, AND GOOD � HOUSEKEEPiNG, 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN .� rr 5. ESTABLISH REASONABLE LIMITS ON THE CLEARING OF VEGETATION FROM THE PROtECT 1/4 PER FOOT FOR A MINIMUM OF 3 FEET, y- ,~ ,,, ,,• SiTE, INCLUDING, BUT NOT LIMITED TO, REGULATION OF THE LENGTH OF TIME DURING 21, NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED., r.x�'. {CH SOILMAY BE EXPOSED AND IN CERTAIN SENSITIVE CASES THE PROHIBITION --+�- FT � 22. AL PROPERTY C RNER HA B CLEARLY N IN THE FIELD PRIOR T LCORNERS SHALL E CLEA L DELI SATED E EL 0 s OF BARE SOIL. COMMENCEMENT OF ANY CONSTRUCTION GRADING. Nr PERMANENT 8. PROVIDE, TO THE MAXIMUM EXTENT PRACTICABLE, PERMA EN MEASURES TO REDUCE FILTER FABRIC 23, APPROVAL OF THESE PLANS BY THE CITY C?R iTS AGENTS DOES NOT RELIEVE THE CONTRACTOR AGREES THAT WE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY STORM WATER POLLUTANT LOADS FROM THE DEVELPOMENT SITE, APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF Iran JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. 6 �-S" FRACTURED 7. CARE SHOULD BE TAKEN TO PREVENT SILT, DIRT AND CHEMICALS FROM ENTERING ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE INCLUDING SAFETY OF ALL PERSONS AND PROPERLY; THAT THIS REQUIREMENT' SHALL STONE AGGREGATE THE STORM DRAIN SYSTEM, THE STORM DRAiN SYSTEM SHALL NOT BE COMPROMISED. APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CiTY APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE ENGINEER FOR REVIEW AND APPROVAL, CC�NMCTOR ShfALL. D3 YEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS 24. JUTE NETTING, OR EQUIVALENT, SHALL BE INSTALLED ON ALL SLOPES OVER TEN (10) ILRY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE STABILIZED. CONSTRUCTS N EN .CEFROM ANY AND ALL. L1A8FEET HIGH. OF WORK ON THIS PROJEOTs EXCEL' FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE NO SCALE �.�. N.QTE;,p OF THE OWNER OR THE ENGINEER. N F M N PA ICI WATER SYSTEM OPERATION GROUP 25. SOURCE OF TOPO: PREPARED BY PACIFIC PHOTOGRAMMETRIC, INC. PROFESSIONAL NOTIFY R, GEE TR 0, MAPPING SERVICES, 43214 BLACKDEER LOOP #101, TEMECULA. CA 92590 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR ST'RUMRES SHOWNTEL: (909) 9281501, EXT. 5809, AT LEAST TWO WORKING DAYS TEL: (909) 3482612 CHEC][( �� �II� DIET.E�� I TSTARTING ANY WORK IN THE VICINITY OF M.W.D. FACILITIES. ON T'HE$E PLANS WERE �STAIN BY A DiUGENT SEARCH OF ALL, AVAILABLE RECORDS. PRIOR O THE-CONTRACT`OR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT NO SCALE SUBSTRUCTURE JOB NO. 2029-00-021 THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS,, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ID 9 33S319293., WDID 9 33S319394., LD02*"w196GR ACC' SEAL: FE SI PREPARED: OCTOBER 2002 t�raw'r� No. DATE BY REVISIONS , p , DesIgned By Drawn By Checked By g SCALA' "� R MM N E �Y: AT'E': � ftd i.- DIAL TOLL FREE �y � OMf3eel nCorp. SH ECC E D DEPARTMENT OE PUSUC WORKS NGUHorizontal AAAA,, � - an r par d U der 5upervis;an Of k ` 1 �800-,,,227,"2600 (,� STANLEY D, HEATQN ,� � ` ,� ��,.� � AC EPT�D �Y. y DATE', j AS SHOWN No. C c ROUGH GI?ADING PLAN 43 2 l DEPU7 Y DIRECTOR OF PUBLIC WORKS PA 00aww0470 C AT LEAST TWO DAYS Odie• 1/ertIcal .�c Exp. -- b--�Q5 RONALD J. PARKS L C CONSULTANTS };;c�r ,. � � �' PARCH 'A T' & 'C' OF' INSMo IV06 01,u#499221 AND a � BEFORE YOU DIG LAND PLANNING, Cull �'NCiNL��'RiNC CONSTRUCTION N � , , 29377 RANCHO CALIFORNIA RD. SfE. 202,, TEMECULA CA 92591 �:::.::...CIVIL �.. �. .rM i Z'�4 ��-,�0-��15 ` ,�. AAAA, LOTS .�,�,�,�,,��� �G �� QF' �. ����.�0 UG11 GRADIP TG PLA1V PAOO 0470 N A � R.C.E'. e, 4 98 Lxp�re - Q�- �7.C.E". No. E'xp�re * TELEPHONE 909-"676-106 * FACSIMiLE909- 676 -22,94 � �r ..����. Sheet of 9 UNDERCROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 01 , Ec E TE LIF C TITLE SHEET F' INI a7 7 � I p I I lie wl* .00 % ,/ ••' / � � ? *% '•�I ���( � / `'� I _ i _� yti _ •.-r. , , %,0-%,,j / 1 ,♦� � ".` �+��\ tl '�•w `ti 'I ']11 3 1 •.r_...+rw i �.�r r r .... 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";Z) %, RECOMMENDED BY: - Im, -- I DA TE,00 .. . . - � I - - �--.! . - . ­ IN ..I-----. - - - .- -- I - Sl) ,.-. ----., . � DMDee!gnCorp,. - .-I.- ­ SH . v . 1 %1"43 ­.. .. . .0-M.W.0 .1 - I,- ... .. . . - . .-­-­-... .­- . . --I ----­ . I-- -�-. DIA . (.1 r-- NG R-N, NG ___-_____ _ - ,,,- ­ - ' -__ I - ' ' - ' ' ' - _ - - ­------- . Horizon tat �� "Inna Pre Un r Supervision Of /aw, -001�� . rA I -,*800wh­,227,-u2600 -- -- --I-- -- -----_ . -- 1. . - . - . - . .. - .a%*-..Ib~ e STANLEY D, HEATON A /I ACCEPTED BY: mom�." I . - - I- DATE: ,4 6,I I ­­ --- -.-. ---- --- (O(ONOUETAN"t 0 "I RO UGH GRADING PLAN 0 �� . ­ . - .- - ­ -;, - . ...­...- - - ----. . - -. -- -.- - - No. 43982 .. - ... I - Re ------I f .1 ho"0470 Ce UaPo / I 9bu *%,, �0___ 10 I - .. . . . ­ . . --- . - - - I .-W-OW.- - - ­-- - - - - .- ­ Vertkol -W Exp,6-30-05 * , W 'IV ", , . RONALD J, PARKS LAND, PLANNING, CIVIL EN ING CONSTRUCTION CONSULTANTS -1 a PA 0 0 . 1 ­--­------ - I . - --- - - .- - ­ - . - . -- / PARCM 'A' V & "C" OF BVWR,o NO. 01~499221 AND I BEFORE YOU DIG ­ - . - �( 29377 RANCHO CALIFORNIA R0#P SrE* 202, TEMECULA, CA 92591 .,. . P W.% --­ ­ - - - - - ­ ­ ­ - --- - CIVIL 19744 ., i��: - - ­.. --- --i -- NIA RX4Z, Not - 43982 . Expires 6-30-05 Ro C,E,, No, .. Expires 9-30-05 * TELEPHQNE 909-676-1018 * I .FACS.IMILE110-909-676-2294 * LOTS 1AA79899 & 10 OF M 16211 Sheat 4 of 9 . -.l.------.-.l-.N...,i-.Pmi.-.. ..i'- Ik - ­ .- - D� .. .. 1. ' - - ' , . . ^ r l w S H .� E T 6 0 F MA TCHLINE SEE No SCALE _ . . ­ 1. MO , ON will-li 000 All,F- {� 0.53% 42 � �� 10.5% � ''�• � 0 t 0 } 40.§Yoa 4 w r w r • �a] ., �, .-� 0.50 { ... O.SG LEGEND: ... r .� • r� } _ ..�. __. 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PREPAf�ED: OCTOBER 2UO2 1 96GR Drawing No. _- .0 M DACE DY REVISIONS ACC"D pFtCE�� Desl�ned �y Drawny ChsCksdy SCALE MM N ED BY: DATE 117 '� TYOFECULADEPARTMENT UF' PUBLIC WORKS � SH DMUsst nCorpt SH RECO E D DIAD TOLL FRES �, ��, jt:!2qGH1_4'luWWa._�� Horlxontal STANLEY D, W A7QN tans Pr are der Supervlslon of � ACCEPTED DY. DATE. .� t. � RO GRADING PLAN AS SHOWN I -*­s800­,*227*­b2600 No. �•� 2 �' DEPUTY OIRECTOR of PUBLIC WORKS T' LEAST �j e� TWO HAYS vte. • BEFORE YOU DIG Ver kalPAR= OF IIVSM* IVO* 01 �/��.V—�o—otiJ � RoNI t..rD Y. PARKS .AND PUNNING, CIVIL ENGINEERING CDNS7"rf�UCT'!oN CONSULTANTS �•�x �,,,•t� �.;��� , � V T,PA 00�0470 ,� 29377 RANCHO CALIFORNIA RD. SrEv 202 l"�'M�GUL�1 CA 92591 ...:�:.:.:..�.•. 4 99221 AND CIvl�. �. ,� B D�O R.D,E. No. 1974 Ex fres 9-30-05 PHONE 909-6764--1018 * FACSIMILE 909-6 6- 2,, 94 -• � ,�,A,d,7,0,9 � .��1 C�,�' �* ,��► 11 Shaaf of �N A .C.E. 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T�. .20�, T 1 �'CUI.A, CA 5929.E77 RANCHO ,:t,B�FO�E YOU DIG �, ,� � * ,� ��� � �►.� �. 909---6 , ,6j�":8,9 & 10 �,�' T�`. 152.�1 sheet 7 of 9 CIVIL �r 439 2 ��-,�Q��� R.CoEs No. 19744 �x fres � ,�� 05 * T�L�F�HC�NE' 9�9 67� 1018 FACSIMILE' 7� 2294 R.C,E'. No. � E'xpir'es pM. NIA 1 UNDERCROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C�-� w PROPOSED TEMPORARY DETENTION 50' M.W.D. EASEMENT 25 POND AND SEDIMENTATION 5' MIN, � DAYUTE 12' EQUESTRIAN PROPOSED TEMPORARY DETENTION 5' MIN. -I ON R/11V EXIST, DIRT ROAD EASEMENT POND AND SEDIMENTATION 12' EQUESTRIAN M PROPOSED STORM DRAIN UNDULATING LANDSCAPE BERM HWY 79 SOUTH � DRIVEWAY EASEMENTCHANNEL f DAYLITE (VARIES EXIST. GROUND PROPOSED DETENTION PONDING ,q,' DAYLITE — .�....r~.r (VARI S TEMP• ORAWL DAC SEAM %f` `• , ' ��'' - '`;a `• �` WISHED GRADE FINISHED GRADE 4' WIDE EXIST. 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Jet ,�.,.ir ""m Na= 110"ll 61194-111-mm"M m - NO SCALE NO SCALE NO SCALE NO SCALE SEE PLAN, SHEET 3 OF 9 SEE PLAN, SHEET 3 OF 9 SEE PLAN, SHEET 4 OF 9 SEE PLAN] SHEET 4 & 6 OF 9 2"m w 19 6(X1 n" SQA L: -00 W. � � � PREPARED-, OCTOBER . -0 "in DATE BY REVISIONS ACC"D aFE�� Deelgned By Orawn By Checked By Drawing No. SCALE � L AT '� � DIAL TOLL FREE S SH JDMDeeI nCorp. SH RECOMMENDED �Y. DATE: DEPARTMENT OF PUDLIO WORKS florizan lal P n� a ar d nder Su ervieion df ,w ,w* N„�,, � STANLEY D. HEATON p p Y s-� �] NGIT q I W, I BOO X27 200 �. / ACCEPTED BY: DA C "w �. 9 . .� AS SHOWN No. 439a� `' AT LEAST TWO SAYS ode• �/ DEPUTY DIRECTOR Of PUBLIC WORKS _ 1/erticol Exp.5--30-05 RONALD J• PARKS PA OO",wO470 C.U.P. BEFORE YOU DIG 111111-.0 M. LAND PLANN NG" CIVIL ENGINEERING CONSTRUCTION CONSULTANTS r� rvn r� SILs �� R.r�/V . PARCM 'A" W T* OF M1 NOs 01#499221 AND _. I 0_1_­___­--_- -_ -.00. 0- CIVIL . 9377 RANCHO CALIFORNIA RD., , LA, CA 92591 NIA ��` Rpb� .C•E, No. X398 Expires 6 -30 -05 R.C.E• No• 1974 Expires 9—30— * l"�'LEP�ION� 909-"676-1018 * �'ACSI MI L� X99�-�7��-,��9� � �`,,f �����::�' Lt�� 46,6o7o0og �D ��'' �'',�'� ,�+��.�.�/ Sheet 8 of 9 UNDERGROUND SERVICE ALERT OF SOUTHERN CALII~ORNIA C R/W UNDULATING BERM HWY 79 SOUTH UNDULATING BRW ERG l R/W (VAW� HWY 79 SOUTH R/W 4 4 HWY 79 SOUTH ' ► UNDULATING BERM HWY 79 SOUTH (VARIES) (VARIES) ± `� 2'1 (VARIES) (VARIES) (VARIES TEMP, GRAVEL BAG BERM 2'± �'' 4' 8' 2'± I FINISHED G OUND TEMP. GRAVEL BAG BERM VARIES VARIES VARIES (VARIES) M NFINISHED GRO N ( ) ( ( 1.OB' ;1 U D TEMP: GRAVEL BAG BERM DAYLITE M ;�,� .1 TEMP. GRAVEL BAG BERM DAYLITE 29" MI 'yq EX, CURB & GUTTER ,� •y 1�,,.N,:,. ,.,.. ` �"' ♦� 1.2 �'� r ' A A FINISHED UND FINISHED GROUND . . \ ` . , D YLITE �, DAYLITE FINISHED GROUND � -t�_.._ r �� ��' �.��. .,��. EX. 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W - TIWWT NO SCALE NO SCALE NO SCALE NO SCALE SEE PLAN, SHEET B OF 9 SEE PLAN, SHEET 5 OF 9 SEE FLAN, SHEET 6 OF 9 SEE FLAN, SHEET 6 OF 9 2' MIN, R/W � 33' 5' MIN., TEMPORARY � CHANNEL' 12' EQUESTRIAN PROPOSED STORM DRAIN I __ 12 EQUESTRIAN PROPOSED STORM DRAIN R/W EASEMENT CHANNEL � _ EASEMENT CHANNE HWY 79 SOUTH L FINISHED GROUND FINISHED GROUND FINISHED GROUND EXIST, GROUND DAYLITE 4' WIDE DAYLITE �' WIDE 4' WIDE A TEMP, GRAVEL BAG BERM CHANNEL BASE CHANNEL BASE EXIST. GROUND FINISHED GROUND CHANNEL BASE DAYLITE 1.25' 1.25 D YLJ TE EXIST, GROUND 1.,..� MIN , •�„2 ..,_., .�... .�.. .,.�...._._.�.. �.... .�.�.. .�. \.: --�- ._. a......._..,. .�.. �... FINISHED GROUND 1% MIN. 17* I '`•' r 2% �� • *wwb www.,.. �+.M. mw.w,w wwwww.. l ..,..... ..,.... .w.r.r '-•- ......a. .r.w. Q M N• , ._,+4. ......., ....._. _._.. .._.... ........ . . •..,..,. ...,,... _....•... ' f \ 4 \ 4 wrwr ..•rw - !f rwrl ww..�r +sl�:tll fi7r.r. sr+i. - .r.w•r _tea.:rtes` .r.r.w a.r.... r► r u.rw ww.r r+r wrwwr ..w.w J +rtr rw.r % ,I ♦'\ ^"" f\\!\ •.\* w \ v4 y`h\hr,� ,y\ * ` `+ R fy`y' GUTTER ! 1 � I •� � � .a�f Jf��• ,01 ~\ �• �' . •� .f r *�Jf1ll J/\/,f;`11I `y,f h, �4 . 4 ♦ �N. EXIST, CURB V�. fh r`\ \ h , , •y",ti"/'"+• ,ti"' •; `y� ' ,jJ"I"`/�i�t� ,h ,f� f\ ` 4 r ,ti f f '\. C` f`\ y �., " 'fir ti`, ,\. /9,�I /� 4'�Nr N \ ,, '�, {�i . , ,,�t '`��� af•'� y ti� 1`'�\ ti �\ ti, �f'�f, `Ch1 `� rr ht•,\•` �• �•r+� { EXIT. GROUND \.f\ h/�f`h �• a, t: 1 h ° •' • '1 /V '�."r`�,`�f� ,~• \. j �. ,f .,/ ,,. %; ti ,• ,` �,,�'`? \ � i�1 / `� 2 r f f` f~ �f//.r�rY F�yj'' •r`l r ', ` '• ,,.,....,,�, ,_,�`"'.. 'fi r• ' h y. `1. / ,• •� !' •�, /�� l'� � I. 1 �' ' y,�,� � ;\�. <\I�',/d� `yf!1 F{�� `` f �,.,\ �, f ti ...a.�. ...ti.,. .... - -<:•F. f 1 4� v� J • \• �+ .01 Jy ._..: % J �f� hF ��`r/, �A � .�`�jf/ �,a1[f/��♦f A\_/� tffy I Ya ♦1 EXIST. GROUND SLOCTION-- Y=Y NO SCALE NO SCALE NO S ALE NO SCALE NO SCALE SEE PLAN, SHEET 7 OF 9 SEE PLAN, SHEET 7 OF 9 SEE PLAN, SHEET 7 OF 9 SEE PLAN, SHEET 7 OF 9 SEE PLAN, SHEET 7 OF 9 LD 02 19 6 —0. 1 W. ft . 1 '00 NO.- W _000910 --mohm" alm N i- 001 WON 01, 0 .011 .0- 0 m N N 00-0--_ A.M. M, 7. W ,MW 0- _00 f A •SEAL: (r. PREPARED! OCTOBER 200.E BATE BY REVISIONS CCB �� Designed By Drawn By Checked By Drawing No. SCALE RECOMMENDED BY. DATA. D;�PARTM�"NT ��' PUBIC W0Ri�5 DIAL TOLL FREE � H C7Mbesj nCorp. � Worizon talNG11 NUNG �x `'~ STANLEY D. HEATON Stan Prep re Under 0f --,800~227,-,2600 �� --- `� . -� / ACC���D BY. DATE: � .� oLftftL �. Y"No - AS SHOWN No. 43982Jo AT LEAST TWO DAYS - te: DEPUTY DIRECTOR of PUBLIC WORKS Exp.6-30�--05 RONALD �r PARKS LAND PLANNING, CIVIL ENGINEERING CONSTf�1, CT�ON CONSULTANTS r i��v>1'r,r �r rt.BEFORE YOU DIG Sler#tcai � � �y, �. �x , , V , ,2937'7' RANCHO CALIFORNIA RD. SYE. 202 TEMECULA CA 92,591 '�' PA 00m-m0470 C.Us Pis MAMMON � �, � IC OF INSTRo .tlTq. Olmw499221 AM CIVIL ��. �3982 � ��-�l��-a5 �97'4� g�3D-��3� ... ... NIA �' R.C.E. No. .�•�... . . ...,.2. . .•. .. expires R.Cr E'. Nab Expires * TELEPHONE 909--676-1016 * �ACSI MILS' 909�-676-2294 '� r�,::.:����:,:: �'�' 1,�����`��!� � 1� Ole �� ��,�,�.�� � � ,�„� Sheet 9 of UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CF C MAN.