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HomeMy WebLinkAboutTract Map 21820 Lot 13 Precise Grading y . I i . . .. . . LOCATION OF GATE ACROSS CITY OF TEMECULA -_U-i_ - -- �- CURVE TABLE . . .44' ,. KAHWEA ROAD LIMITING ACCESS CITY OP TEMECULA PUBLIC WORKS DEPARTMENT 01 ZK I __� . ___ R L . .. .. 4• .'• 4 .. 4•- ' ° •TO FIRE AND EMERGENCY VEHICLES ONLY. EROSION AND SEDIMENT CONTROL NOTES ____ 1 �'�� 13'5` 1 2 16 54 430. 0 17. . 4 � ; . • . . GRADING NOTES v 4. OT13 ,�o -_�. .0. • .•° Q . •'• •°... : ° A ' a PUBLIC SIDE OF KAHWEA RD. f, INFORMATION ON THIS PLAN IS FOR EROSION AND SEDIMENT CONTROLS ONLY. SEE THE GRADING PLAN FOR ADDITIONAL • . qx V) , EAST OF GATE REQUIREMENTS. A COMBINATION OF EROSION AND SEDIMENT CONTROLS MUST BE IN PLACE FOR ALL SOIL-DISTURBING . .___..._... . . . . I I . . i . - . . . . I . I . I . . I I _ Q U � - 4•. •..PRI�aTt~'SID SFr.KAILV�IEA- - a �. : . CT FOR MASS, ROUGH, AND PRECISE GRADING PLANS <C Ia w �c �� •. . ROAD kYEST�'OF GATE ° •. 4 . 21820ACTIVITIES BY OCTOBER i OF EACH YEAR AND, AT A MINIMUM, MAINTAINED THROUGHOUT THE RAINY SEASON (OCTOBER f - 12. TF7A ,'� V �- _ca_ u __._ ° 4 4• _ ' . . • •° . �, . .: Q d 22 RCWD VALVE APRIL 301. co -� 4 4• 1.09 AC. GROSS 2. DISCHARGER CONTACT fNFORMATIONs Iw ail Q CONSTRUCT PCC-DRIVEWAY•APPROACH ° a . .1• d - . •. 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX N. �_ STD 207 AP R A H° I. ° •: . 'd • . •`'. • .0 a 0.99 AC. NET 3: 4 �. �. o C 4 . . .• MR. AND MRS. GEORGE MARTIN CHAPTER 33 AS AMENDED DY ORDINANCE 99-23 AND IF APPLICABLE TO THE STATE WATER RESOURCES CON IROL ----- --- -- 4• ° ••• ° °. •p . •. 4 .: • EXISTING CURB OF BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. ' Q - 130x' 4 _ ° - °• • • •'• 4 • ° ° •'°A g>•pe T ° :.:: GUTTER AND SIDEWALK (RESPONSIBLE PERSON) (FIRM) x ° . . - S. °;:• 4 .°• C ;: _ 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1Y.. DRAINAGE SWALES SHALL BE A hfIIIII�W&I d 11 'I - _____.._-___.__ r y : . ° .�,I_ . °• - •° `s • " AT fsosl 676-0690 OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRAD SHALL --- �" _ ___.-.________. 4 ' .� 4*' ' ° '° • y�S°�'.4 •• ° • a�°• 4° LOCATION OF 4' FIRE HYDRANT (24-HOUR PHONE NUMBER) SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN '/4' PER FOOT FOR A MINIMUM OF 3 FEET. • 1p�. ° p. 0 43 = r?9 ° 0 ,,.,( PROTECTOR PASTS, ETC. 3, THE DISCHARGER IS RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2d. I d? •' 4 • -r� .. •. • . 4• / .1 • r Yrr' e�iryr • • . , _. G 4 ; 4. '4 ' �` 11 .4 r CONTROL WORK, AND SHALL INSURE THAT WORK tS IN ACCORDANCE WITH THIS APPROVED PLAN IF Soil DISTURBANCE 4 PROVIDE AS APPLICABLE CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, 011 rFr?�ayl► L_ ' °. If VPV�D . . A,f. " MEETS OR EXCEEDS ONE ACRE A WASTE DISCHARGE IDENTIFICATION NUMBER (WDID) ISSUED BY THE STATE WATER GRADED BERMS ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE AUJAGEN I ro .. .�',,,Y, a::�., a • 1 . •- °mq ..0 ��t G31 ° . ,�.�° - ' '•°' 4 ,_ = v, f RESOURCES CONTROL BOARD (SWRCB) SHALL BE PROVIDED TO THE CITY. IN ADDITION, ALL EROSION AND SEDIMENT GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. • � � CONTROLS OUTLINED IN THE SITE'S STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL ALSO BE IMPLEMENTED . . 9r�e '�� 8 ALL GRADING SHALL E DON THE G S RE I IENGINEER, SOL ENGINEER, 11 .�'; • •. � �- .� . " -••. ° � •° •• a• •' �' •• -•:M`,_:••t�. -"p"•�:'`ti• .� �:pi•` � B E UNDER E OF A RE 1 TE D CIVIL L I NGINEEf U �A , A "°° - .. - , . • .° ' . -. • .` . ._ .'' ,F'` OR AS DIRECTED BY THE CITY'S NPDES INSPECTOR °_ A ° r %:. "`' ' Z ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL -.. , _ :, . `� �• 4. THE DISCHARGER SHALL BE AVAILABLE WITH EQUIPMENT AND WORKERS FOR EMERGENCY WORK AT ALL TIMES DURING THE SCALE 1 =20 VERT. AND HORIZ. °. .. 4x'90.• .• a .• •:-• y- Y MATERIA! SHALL 8E STOCKPILED AT CONVENIENT LOCA TIONS ON SITE TO FACILITATE RAPID SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 4 'A' ',.� A ,EXISTING AC•CUF�B . . • . r I �`•~'-- .` '- " . ,I �, RAINY SEASON. NECESSARY 3 S A S $, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMEN r A Wrll 1"rFrl - - a� Q • 4 ° 8�y9 /�".�f1~•;-: :� ' :� SAD CONSTRUCTION AND MAINTENANCE OF TEMPORARY ERASION AND SEDIMENT CONTROLS. TEMPORARY EROSION AND CERTIFICATION of COMPLETION FRU PPR 1 � rt C I d.r 4 4 - 13 ,�a« �.• ,• '��: . `� �' SEDIMENT CONTROLS SHALL CONSIST OF, BUT NOT 8E LIMITED TO, CONSTRUCTING FACILITIES AND TAKING MEASURES O CO E ION o ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN P II a F • - �9 t . .• S -•�'' • •• 'ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL.BE TO LINE, GRADE, ELEVATION AND LOCATION OF CU F / * r f- - CONTROL AND ABATE DAMAGE DUE TO WATER MUD AND DEBRIS RESULTING FROM d° . 6 ,, ��. NECESSARY TO PREVENT, REDUCE, , , - INIMAL II� tR •=.: N `�, EROSION AND SEDIMENT TRANSPORT/DEPOSITION TU PUBLIC AND PRIVATE PROPERTY FROM CONSTRUCTION ACTIVITIES OF FILL SLOPES. [J• e �- 4 4; �+�• V1��O,.a: Y' r•• 'RC1 r rti + NOTICE TO CONTRACTOR 6 .��. � TO ,BLENLY�QUT.. o - N-:'i'y�;fiy(k5` __:•.•:�.'-*••:'� C �� THIS PROJECT. 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. r? cp- ;11:=. OLD DRIV WA1� _ ' -�,� r YY'F •:�:A'•--`° = ••:• AIG HA BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. A COMBINATION OF EROSION AND 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS 18 �� ° �: .1• 6. CLEARING SHALL .THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR -_ T, . 5:,r;: ��(('' 1. - •%. •' �' � R THE MEASURES �� G ,., ;F.: , :�•:•,:~, • SEDIMENT CONTROLS SHALL 8E IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. SE MAY INCLUDE, BUT INVESTIGATION BY I , DATED - - TWO SETS OF THE FINAL STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE 804 r �' :z :::,. •: � MAT 1 I IN GRADED R GF T d .^:., �- ` .�.:.Yti ..,. y `� SHALL NOT @E LIMITED TO: SEEDING, MULCHING, BLANKETS, S, 1)ES LT NQ BASINS, E BERMS, SAND AND/OR REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, nr, �� '" • • EXI ING SLOPE GRAVEL BAGS FIBER ROLLS FILTER CLOTH SILT FENCES CHECK DAMS CHEVRONS DRAINAGE INLET PROTECTION ETC RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE W CONFORMANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT OR RACHO CALIFORNIA WATER �gy.�A.,.>-� :: tifi', / 6.:,••`''"` 2.1 CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND THE GRADING LIMITS. RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR `:K. `'/ ry $/ .-;`.1'4 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED AND MAINTAINED (I.E. INSPECTED, RESTORED, REPAIRED, .�� (i� ,r '' _. �,``:;....•:• N 9. 'THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST d8 HOURS W ADVANCE REQUE�i IPIr� COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND • ••• •• : 30' P.U.E. 12 P.U.E. OR MODIFIED) ON A CONTINUAL BASIS THROUGHOUT THE SITE DURING CONSTRUCTION ACTIVITIES TO PROTECT .a ..t I •;,.�.: FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PEIII�sI F UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE ��I' r� a : `::::.. -"� DOWNGRADE PERIMETERS ADJACENT PROPERTIES ENVIRONMENTALLY SENSITIVE AREAS WATERCOURSES CURBS • p .-• {_ CLEARANCE FOR EACH LOT. CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO p 9 .,;I `' � GUTTERS, STREETS, DRAINAGE INLETS, AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS. PUBLIC WORKS DEPARTMENT PHONE: 909 4-6411 :F�'. _: ••.•--\ T. ALL REMOVABLE EROSION CONTROLS, SUCH AS BLANKETS AND MATS, SHOWN ON THIS PLAN, AND OUTLINED IN THE SWPPP O ( 1 69 PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. �,,;,A =�'••• :r-..:•-• - 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO �� a - :; ;:"w. ="a P OPOSED DRIVEW SHALL. BE IF APPLICABLE) SHALL BE IN PLACE AT THE END OF EACH WORKING DAY THROUGHOUT TtIE RAINY SEASON. SIMILAR j% s"` .-� �� ' •"\ P VED WI CONC. OR AC PRIOR TO x'13351( ' PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. '' . ® � ":....,.-.:"-..-,`:.,.1.-%. CONTROL DEVICES SHALL BE IMPLEMENTED DURING THE DRY SEASON, AS APPLICABLE, TO MITIGATE DUST FROM WIND % �"` `� ::•:�, _• r CUPAN Y AND E ALL WEATHE 3© EROSION. 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE APPLICABLE, SEPTIC SYSTEM DESIGN ,_ „�, .�..�. . APPROX. LOC, •. ..� S RFACE NGINEER D TO 5UPPOR 5 , 1 ' ( ,. . ,: 8. DURING) THE NON-RAINY SEASON, SEDIMENT CONTROLS, SUCH AS CURB AND GUTTER CIIEVRONS, DRAINAGE INLET GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH CITY CODES PRIOR 'TO THE . 6 _` OF SEEPAGE _.._..I • "••L.-- •. •• " 8 000 LIQ. GVW C ACITY. �� PROTECTION, SEDIMENT TRACKING CONTROLS, ETC., SHALL BE IMPLEMENTED. IN ADDITION, ANY NQNSTORMWATER APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION _ y. ry _ •�•: - :.. U BE FR RE 4 BR, HOUSE PIT RESERV �` �:• VIA*` .' �" • DISCHARGES E ASSOCIATED WITH CONSTRUCTION-RELATED ACTIVITIES MUST BOM ACHNQ STREETS �?� �-�~'``•r~ •:�• .. '�• _ _•.::-•�- 'r •�� D SCHA G S ASSOSYSTEMS WITH BACKFLOW PREVENTION DEVICES pER THE V.P.C. 2000 GALLON SEPTIC TANK , U ARE •:' '," f r •�.,: �. •; �'•: T A SYSTEMS. ROUTINE STREET CLEANING HALL B �� ;, t _ F :..`r _;;• CURBS, GUTTERS, AND ALL OTHER STORMWA ER CONVEYANCE SYST S E E C3 S E 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, RATE IS 1.6 GSD � _ �.; .t .• ,..�." ti: -} C Y. :. , �--. �� r•�'•- f• .r•'- ., .1 T• • � `�. �:• . ;J PERFORMED BY DRY METHODS ONLY RE. STREET SWEEPING). IF STREET WASHING IS REQUIRED, APPROPRIATE BEST :�� r, . , ,. t.' �, � DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO REQUIRE 2 SEEPAGE PITS 5 DIAMETER AND 40 BELOW INLET .., .. .';'• : '�' �. . .,•`. PRO SED N Q FIRE ACCESS ROAD Sf1AlL BE ,. .%..:• . • •s-• r•:• r NAGEMENT PRACTICES (©MPSI SHALL BE INSTALLED TO DIRECTLY ADDRESS THE WASHWATER, OR AS DIRECTED BY THE ----� �- '• �' ;• ?: �, BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPP011 F. A r .,. - ... ::- •�, ':p '�' r sLoP TOE PLUS 1 PERCENT EXPANSION DESIGNED TO SUPP RT THE „� N; -t-:�� ;•,. �- :* ,•3 •�. -� Q ' INP TO S 00 E T ... -::: ' . :;•� CI S NPDES SEC R. _IL �. 'r• :. ,• - REGISTERED CIVIL ENGINEER, SAIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OFF L. IMPOSED LOAD AN ALL WEA T E11 : -. • :• ':• TOP F XI NG SLOPE I F :-' ..�* �� . : "f�-. . . �. .,- ;. E s so 1 IS E • ,' 1, �• r f ,>" . 9. ALL NSTRUCTION ENTRANCES SHALL BE STABILIZED (IE. GRAVEL, SHAKER PLATES, ETC.) YEAR-ROUND TO PREVENT MUD, i : . . - 1 . TMP RARY R INA AL Tic rI PER REPORT PREPARED BY LEIGHTON AND ASSOCIATES INC. SURFACE AND CAN us rAIN 8 000lbs ./ t ,: .%. �• or{� 3 E O D A GE SH L BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED PRO G.V.W. WITH MIN. AC THICKNE OF �; t` •;. -:• "•• • %.: : ' .:••It :; SEDIMENT, NO DUST FROM BEING TRACKED OUT OF THE SITE BY VEHICULAR TRAFFIC. , DATED JANUARY 29 1992 PROJ. NO: 6860926-05 S '�. :�: -• .�- .; �:�:'.- 4• MEASURES SHALL BE IMPLEMENTED�TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SIL r DEPO.�I tl(Ift /� �' '� , - 10. ALL SILT A D DEBRIS SHALL BE REMOVED FROM CHECK DAMS, SILT FENCES, DESILTING BASINS CURBS, GUTTERS, I / / 0.25 FEET ," :. ti t"" .a. , :.._ •Y = . _ yFV'I •d i ' .. AND PONDING WATER DURING GRADING OPERATIONS. ,- ." 1 ,. T 15 :,: r� Q ;tir ��� :f : :5 6 P.U.E. STREETS, ROW DITCHES, TERRACE DRAINS, AND OTHER PRIVATE ANQPUBLtC STORMWA EIi CONVEYANCE SYSTEMS SPECIAL NOTE. LOCATION OF SEPTIC SYSTEM ON PLAN x L ; •;• . : .. . ,. -r: `• •• 14. DUST SHALL BE CONTROLLED BY METHODS PROVED Y THE CITY ENGINEER. _ _ .�- �•M •• -:r� - _ '� EACH RAINSTORM. DRAINAGEIN T HALL BE PR PROTECTED TO PREVENT SEDIMENT AND DEBRIS S O P B C E � - ,; PRIOR TO ND AFTER E C LESS O S N A M V I r M.. ._. :; - �r. :. IS APPROXIMATE AND CAN BE QED SLIGHTLY Y � - _ 1 . TABtLITY ALCULATI NS WI H A FACTOR-OF SAFETY OF AT LEAST ONE ND FIVE•TENTFIS (f.51 SHALL ©E �Ur3Ir1l F tEU ,�•s �, ;: -�.•.•:�•• :/ FROM ENT�FyRING DOWNSTREAM STORMWATER CONVEYANCE SYSTEMS. 5 S C O T A . •ti •• •�� , rti• ... '+r 1 ,"� ,. :; .. : TO- THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER SOIL ENGINEER OR ENGINEERING ,„r :,;_• _C• Y ,• ~•N•- t•� EXIS ING SLOPE ;: if. THE DISCHA GER SHALL CONDUCT OPERATIONS IN SUCH A MANNER THAT STORMWATER RUNOFF WILL BE CONTAINED ON , APPROXIMATE EDGE F- \ ";::.'QV : : •• .._•: _: 11 :�.•��`' v° rr; .t;. SITE THRO GH DEStLTING BASINS, EARTH BERMS, ETC., OR FILTERED THROUGH A SERIES OF BMPS, SUCH AS SAND/GRAVEL GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. EXISTING PAD AREA Nr� \ p r�-•";. �+ '' �- '1 1 S 1 . A REGISTERED CIVIL ENGINEER OR N LAND URVEY R HALL SUBMIT CERTIFICATION OF BUILDING PAD E GARAGE `•• •'" BAGS, SIL FENCE, FIBER ROLLS, FILTER CLOTH, ETC, TO THE STORMDRAIN SYSTEM. 8N LICENSED S 0 S S C q TOP of Exts TING SL c E • :. ., -� ;. -r: �. �' \ AREA :=.. e..; :f•; ,;fir. 12. THE DISCHARGER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) i a1 �' = \ . . =' :r � '_11;:;;; ONTO AREAS WHERE IMPOUNDED WATER, DUE TO EROSION AND SEDIMENT CONTROL DEVICES, CREATES A HAZARDOUSSURFACE t REQUIRED, THE ACTUAL . A ` \ :�•:"::r, N 1,., SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND S '° MMA v E WEA %�' ` ; ' C CONDITION. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE DISCHARGER FROM i DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. a EDOWfW K o \ ..•' gyp - IN woo -- ~ V \ \ .--► -. 13. TEMPORARY OR PERMANENT DESILTING BASINS ARE TO BE CONSTRUCTED, IF APPLICABLE, PRIOR TO GRADING - I -� �' --• G %,,, ;-1.11 AREA M�,NOR CUT CITY (�F TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES THROUGHOUT THE DURATION OF TI L11 0�1` �t P \ . OPERATIONS AND SHALL HAVE A MEANS FOR DEWATERING TO PREVENT OVERFILLING BETWEEN STORM EVENTS. 5 4� l \ ,� ,5 1. „ TO TRIM SLOPE BACK 14, STORMWATER RUNOFF FROM GRADED AREAS SHALL NOT BE CARRIED OVER GRADED SLOPES. TEMPORARY EROSION AND PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. EL d�e AT TOE, NO STEEPER 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO OBSTRUCTION OF- �' �' \ �-'*' EXISTING PAD 1304.7+/- HAN EXISTING 2:1 SEDIMENT CONTROLS ARE REQUIRED ON ALL MANUFACTURED SLOPES UNTIL 70�: VEGETATIVE COVER NAS BEEN FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. A 0 ( 1 .r ESTABLISHED OR AS DETERMINED BY THE CITY S NPDES INSPECTOR. SLOPES MUST HAVE EROSION AND SEDIMENT I � 1 \ :', :E fN PLA E PRIOR TO OCTOBER 1. SLOPES CONSTRUCTED AFTER OCTOBER IST SHALL HAVE EROSION AND 19. ALL PROPERTY CORNERS SHAD, BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMEN-r OF APIY I �,TING' q PROPOSED RESIDENCE ,, ; ;�.;:. _r, CONTROLS C EXIT S., SLOPE ` - \ FF x- 1305.0 \ ,. SEDIMENT CONTROLS AS THE CONSTRUCTION OF SLOPE PROGRESSES. ALL GRADED SLOPES 3 OR MORE IN HEIGHT SHALL CONSTRUCTION/GRADING. ik INCLUDE, BUT NOT BE LIMITED TO, SEEDING, MULCHING, SOIL BINDERS VEGETATION OR HAVE EROSION 20 THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WA r'. CAuF• RV. 1 FP = 1304,5 SOIL STABILIZERS, GNo �' \ :I 7 ..,: c CONTROL BLANKETS SUCH AS STRAW, COCONUT, STRAW/COCONUT COMPOSITE, POLYPROPYLENE MATS, OR OTHER 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS EPICII"tFF..rs C]. .. {; .,. ., - ACCEPTABLE MATERIALS INSTALLED. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL, IN FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONS 1111It'I►r 1 \ - \ L#�, ;F � ADDITION, SEDIMENT CONTROLS SHALL BE PLACED AT THE TOE OF THE SLOPE AND IN INCREMENTS OF 10 FEET MEASURED UPON REQUEST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEEri r c \ --�y" `'� _ VERTICALLY ON THE FACE OF SLOPE FOR GRADES OF 3:i AND GREATER. REVIEW AND APPROVAL. \ �-- 1 t€, 46' t 16. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED FREE OF LOOSE SOIL, 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES 1`110 1VICINITY MAP �! ,.1,•'_ CONSTRUCTION-RELATED MATERIALS, DEBRIS, AND WASTE AT ALL TIMES. MATERIAL STORAGE AND WASTE HANDLING r• ___ �- .� �. .t..;; q STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES AC T,� Oil . �' ` ry AREAS SHALL BE ESTABLISHED. APPROPRIATE SECONDARY CONTAINMENT SHALL BE IMPLEMENTED FOR MATERIALS HAVING NTS . � \ \ � _4 r ,; WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE r a A POTENTIAL FOR SPILLS OR LEAKS. CONCRETE WASH-OUT PITS SHALL BE CONSTRUCTED, IF APPLICABLE, AND SHALL BE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. N I \ \ :* -& r„ r _t , r LOCATED AWAY FROM STREETS AND SIDEWALK RIGHT OF WAYS. V \ \ 16, EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). *:F-€tOF T PCGR IPFIY\ ;ri._ .. iT. NO OBSTRUCTION OR DISTURBANCE, OTHER THAN FILTERING BMPS, SNALL OCCUR TO AMY EXISTING PUBLIC, OR PRIVATE, �„�EGEND S CUR CE O . ) N � STORMWATER CONVEYANCE SYSTEM DURING THE RAINY SEASON, UNLESS ADEQUATE TEMPORARY/PERMANENT DRAINAGE --- \ _ C . ` �,. FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STORMDRAIN _ � \ f � H WATER DISTRICT ORTHOPHOTO MAP :-132 6 / ,;,..,:-:,,, OR NATURAL WATER COURSE. EXISTING CONTOUR 601 RANCHO a v z `. I ^ 18. FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING BROUGHT UP TO GRADE TO ��� ,� r C y '_;, INTERVAL 5 DATED 2001, 200 SCALE, AND LIMITED FIELD Ax_ 0 -t,- t -- -' EXISTING CONCRETE V DITCH ELIMINATE, REDUCE, AND CONTROL EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS PROPOSED COlvrouR SURVEY IN APRIL, 2004 a �fl- 19f, 4 � til '``�y O� ''�"`` '''``N' MIN. 30" WIDE BY 12" DEEP DURING CONSTRUCTION PHASES, THESE MEASURES MAY INCLUDE BUT ARE NOT LIMITED TO TEMPORARY DOWNDRAINS s 1500 TO 2000 •8 EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; EARTH BERMS AT THE TOP OF 1145 .� } _ w ` 'sem DRAINAGE SWALE �-• -- GALLON SEPTIC .." ; �` HMA RK ' - �' �- TANK i. (�, �:'` SLOPES TO ADDRESS SURFACE RUNOFF; EROSION CONTROL BLANKETS; SEEDING OR MULCHING; CONFINED PONDING 2% __ BENC �- 1 � . c y>.;'`.11. AREAS TO DESILT RUNOFF; TEMPORARY CHECK DAMS AND-FIBER ROLLS TO FILTER RUNOFF; SAND/GRAVEL BAG SHEET FLOW TYP, -. . - le ._u \ 5. > ' :z.-' PROTECTION AROUND INLETS; AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF N ``� SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN HIGH POINT HP BELOW 1 EE - 30 p C M`��M�M u :, PROGRESS. FLOW LINE a ;,' FL yP�G��' ,.,;:Tar t . "7 � 19. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF THIS PLAN DOES NOT RELIEVE THE DISCHARGER FROM HIS/HER ►1 I . . \ A. 11/1,° ,;,; 'rY RESPONSIBILITIES FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON FINISHED SURFACE FS , p.: REQUEST, THE REQUIRED PLAN REVISIONS' SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS FOR TOP OF WALL TW st''�' �o' / .' I C k .1- I .. APPROVAL, ,ASSESSORS PARCEL NO. � ] , 'x �<< ' 20. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS BOTTOM OF WALL BW . � N !, ____._�..... . Q� CHS' (� F,,'.n 4 DEEMED NECESSARY. i ' O%OnON C " I I I 0S M`.�+� • r a�tr P r.'��d�.���� FINISH FLOOR FF i SCALE 1 X20 VERT..AND HORIZ. w ;, ' ' *" ''` FINISH PAD FP 919 �40 001 d .' �} t re,(�r FIRE PREVENTION BUREAU NOTES y Yti ✓ rY r, 9 ahM( 7.%sf ( , r_ 4'rP:'',p" V Y^ . ')' ro 1 F b fir+ }d F} ri _ r,," 1r .r { �+,fit+ Sun i._.. ypi y k',5 ,i`'$ '`<L"k;`S�rxc.Nk�,� r n 5 3'. ,rr(1i �[r; 9.r + 5.1 s, �. ";, ,. x v� 1fY " F dW.,i, F POINT ELEVATION 9 �� 1. I,•F••--'r'�'rr --�•�,+ r, Z'. f JF1 7�r .tf / �ytJ i.r, �':('�. p r '� " r ' T.,,. 1. ALL CONSTRUCTION HEREON SHALL CONFORM TO THE 2001 CALIFORNIA FIRE CODE. DAYLIGHT LINE G��\� OUANTITIES�i+wr� THWORK ,� 150• APPROXIMATE LOCATION OF 2. SINGLE FAMILY RESIDENCE, BUILDING DATE IS AS FOLLOWS: HABITABLE=3500 S.F., GARAGE=747 S.F., PORCH.-960 S.F. RIP RAP DISSIPATOR CUT 485 CY , IMPORT CY � 4 1 101 PRIMARY SEEPAGE PITS 5 X S X 12 THICK 1. � Q (13 CLASS 1 ROCK UNGROUTED FILL 485 CY EXPORT CY k . a 8" PARTICLE SIZE MIN. q NOTE. EARTHWORK QUANTITIES ARE ESTIMATES ONLY . i- AND DO NOT INCLUDE SHRINKAGE OR SUBSIDENCE. a w t - X51 PROPOSED SLOPES rt4^,` °�:, .Top THEY ARE ESSENTIALLY FOR PERMIT PURPOSES ONLY Y ° ©� U- v X13 w `-- CUT OR FILL AS �' ,r �'' " ``�F, AND NOT INTENDED FOR BIDDING. U- w + r x 0'5 r. 0.5 . , {. p a INDICA TED � � r r '� -.- � w >1 . . IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTon 'To 11 c --__co � TOE DETERMINE THE EXACT QUANTITIES FOR THE PURPOSES 01= --- z X13201 4._._, a, Q PAYMENT AND CONTRACT DOCUMENTS. THE UNDERSIGNED x / �, ¢ 0 Cr SANDBAGS r. ,'.�. ,� , ENGINEER ACCEPTS NO RESPONSIBILITY FOR DESCREPANCII^S EXISTING SLOPE a "~ w IN THE EARTHWORK QUANTITIES. IQ z ~i r ''� � v w THE FINAL. ELEVATION OF THE FINISHED PAD MAY BE AUJII`�['ED D . .�"� (13251 - �� D., ' o w c SLIGHTLY TO ACCOUNT FOR VARIATIONS IN THE TOPOGII/11►NY E�CIS TING DRAIN DETAIL w cc© I-- WNL G EN T AND TO BALANCE THE PROJECT. THIS WILL NOT AFFEC F SCALE 1 -10 VERT. AND HORIZ. - --- ---- _--- w___ - Nrs 'Cr._w .4 THE OVERALL DRAINAGE CHARACTERISTICS OF THE SITE zt MAX `+3301 � tip► � w Q GRADING AS IT IS PROPOSED. _ MR, GEORGE MARTIN zx Mgt � C/O LONNIE SMITH CONSTRUCTION 2t MAX a• I- 3o'MIN.___-----. - 4'�-� � 130 38 TEMECULA, CALIFORNIA 92590 UNDERGROUND SERVICE ALERT ri I I I ti PLANS PREPARED EJY: �o'p � � (9091 676-0690 _.- . I \ a xs xfa '9_ 35 . CALL: TOLL FLEE wwu 4- IIIIIIIIIIIIIIIIII, BILL HOBBS. RCE 42265 /� '01 0 LEGAL DESCRIPTION 3-31-06 1=800 GRAPHIC SCALE � . EXP. 3 �� os } 422m4133 20 0 10 20 40 I 31217 KAHWEA ROAD • . 39697 CEDARWOOD DRIVEle U LOT 13 of TRACT 21820 MURRIE.TA, CALIFORNIA 92563 I . . BCITY OF TEMECULA MB 219/53 (9091 696-7059 TEL. . . I .. B �,� COUNTY OF RIVERSIDE, CALIFORNIA (909) 696-•7159 FAX TWO WORKINGS DAYS BEFORE YOU DICE 1 INCH = 20 FT SCALE to-20" VERT. AND HORIZ. LD04-126GF? CONSTRUCTIt]N RECORD DATE BY REVISIONS ACC'D BENCH MARK SEALi >�ss Designed By Drawn By Checked By DraWInO Plc , SCALE °'� tO �i DATES '?' CITYOFTEMECULA .. ._ . . . - .. _. ..- - . . _ . . . ---.-- _ M v -E INCH WCM RECOMMENDED BY DEPARTMENT OF PUBLIC WORKS �, _-._ _ T-1-81 EL zz 1026.428 2-1/2 BRASS DISK �� Hoes .wtor _._.__TM_ IN CONC. CYL., 2.4 MI. S.E. ON HWY 79.FROM NorizontAl . RCE42265 Pt n Prepared Under Supervision Of INT. MAIN AND FRONT, TEMECULA, 53.3 S O ,. ° ACCEPTED BYE DATE4 r,; Inspector C.L. HWY 79, 3.2' E. OF GT POLE (GT24531 1 =20 �.-�.. -- ."I., GRADING,' SEDIMENT AND I1 . P I _ p�-�a 6-28-2004 DEPUTY DIRECTOR OF PUBLIC WORKS ., ------- 300 E., BETWEEN PP 75580 AND 75581, ON �'` : ___._ LINE WITH FENCE RUIINING N-S SET WIT. Ver#iea►l 3�I�o� �� �� HOBBS RONALD J. PARK11 EROSION CONTROL, PLAN m*=p--ww1-w"ft*W1__ S Canpkl -7 ` ­_ " . ;.. art !`,';,;`,'i /� n ROAD, ______. POST, FIBERGLASS, 1 SOUTH OF MONUMENT. AS NOTED °� cnL�° - ��- 6 1974 9/30/2005 . . a,-; 1` `��r ;rrr 3�2 7 KAHWEA TEMECULA Sheet raf; "I t. I - 'A U ., -I .- ..­ ­_....­ - R.C.E. NQr �w .1 , .,�?26 ,,.,,_.-�_,�.,�, Expires 200 R.C.E. No. Exptres� sir , . Y�,rti , . . 1. I _.. ... . .. - ���������������������� .- . . . -.- _. 1111 ��� . mr7amrraw . . ­ . . - . 11 . EROSION I .. . . .. .... . . . I . . I ----. . ­ _. ... . . .. t . .�� ' C.� 0