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HomeMy WebLinkAboutTract Map 29798-5 Lot 1-37, 41-56 Precise Grading � n . 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION C) GRADING AND SEDIMENT CONTROL ORDINANCE NO. 04--04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. PLAN bi �- TR 29798 5 LOTS 1 37 41r m m 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. 9 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A PROJECT S MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH, GRADE SHALL TR56 . 29798-5 SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. [ - 40 s - 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. T - 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR y �, STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED v SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS ``✓ `a� T T IRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. \F� O D o0 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL �4 ' ENGINEER, SOIL ENGINEER, 0R ENGINEERING GEOLOGIST WHO SHALL CERTIFY �. h ti *. ,,r� w THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL .M"' \ �. Y .. N-,-,i� ,4:��: R46_4: " t -o REDHAWK PKWY , , \��: ...:;i I �. !Yl�ii�,,:­ �' , _,, 11 '...� COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. i 'G� OMA LINDA 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S �� F i ... o P IC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH ROAD �, ;� , UBL GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO RAINBOW CANYONIli \ : ..11 2 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. ROAD .. .......", � ''.�� 1, 4 LEGEND/ �!..,.�,,.�.�.,,.-..,'�:-�-e��::] �..-�..�.1-�."".'.,.i.,.'."":. .... I.. _" Fn� - , ­ �,,-7 / : ..,.-----,,--,.f�,- , ,��', .'.��,..-.!i '. ��;i�:`!t:,..17t..,� ;-Ii��-i���.�.-�I ...11'.-ii1-,.11'.i'1.'1-1 \ � „ - , l IIIR E D HAW K PKWY :: 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE =OOT. E?Tm11 ��r �:E.:.,: .N i . - .", E,_. .-.-.-,.-.-.,-- .....I.I�...,..i.1,1.1.-.�7� ".."'N", .. n_:.: :�, �.�,. In:- ,.: 1.....:,.:,z:,z:�. .."', ,�``��::��,,,� .. � ... .. 0i, !�-- .. ... ,:.. .% ]%Y:�::Mni� _ �7-.i%_-... ,2 .. .,-f!.� ,:,:.? ..."I .....I...K", �A�i, ��,` ,,,, ��V-`P-`,.�� .. ,;,I; .: %: E,,.�:,j.,,!� %.� ./ .,�,����i�".",�,.�!".��.�i.,."'.,..:".i.."...���,!�% . ' ..,.:��..�iT.. . ..,-.. LOT NUMBER 123 :;.44BRTHE P PRELIMINARY a a 4 , r 1. UNIT TYPE/ELEVATION8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF E R ,, k I C] INVESTIGATION BY PACIFIC SOILS ENGINEERING INC DATED SEPTEMBER 20, 201. FF %ia�,,­ , . . �I SOILS ` v f` .. WOLF VALLEY ROAD -- .� % f FINISHED FLOOR FF=0000.0 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS '{.� S{ y DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION VICINITY MAP 1', H NATIONS OF THE ..� THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMM D 1 PAD ELEVATION PAD=0000.0N.T.s. C. PRELIMINARY SOILS REPORT ~� * Of tr • ,1 `a r h 55 55 GARAGE ELEVATIONGF=0000.0559. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 : R6 d �° DRAINAGE INSPECTION. o HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DR G "` `�� 0000.00 R T BUILDING PERMIT CLEARANCE TOP OF CURB THIS INSPECTION MUST BE APPROVED PRIG O B L . I TC FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694--6411. 1. FLOW LINET_ 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION 2A 3q AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 1A w 0i. ;' HIGH POINT HP THE GRADING PHASE. �n DURING E r r' \ `n `t � N D E X MAP r A' FINISHED GRADE FG 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, . r �� WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF SCALE: - 200I'll 1 x �� / FINISHED SURFACE FS IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. ;� �.___'."-.,."'.,� ....po' . SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS ❑ ❑ F SLOPE TS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. TOP 0 `�` Jw 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS t' �� GRADE BREAK GB BEEN CLEARED OF WEEDS, DEBRIS, TOPSAIL, AND OTHER DELETERIOUS MATERIAL. IF 38 STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 55' 9 55' 4�" F WALL TW MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 55 �, TOP 0 iii39 v- A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL .. 11111111111 ITOP OF FOOTING TF APPROVE PLACEMENT OF FILL. �I ;, il�i!41 40 il .a' 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES INVERT ELEVATION IE ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING 18 2B 3B f WATER SERVICE W GRADING OPERATIONS. GO I 0 � r_ `� 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. LO 114- SEWER SERVICE S HIGH PAINT 15. STABILITY CALCULATIONS WITH A FACTOR--OF--SAFETY OF AT LEAST ONE AND FIVE TENTHS PAD ELEV. --o. MIN. FIRE HYDRANT (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED -- D 8- - A CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL I I K_Ls .I � I DRIVEWAY SLOPES OVER 30' IN VERTICAL HEIGHT. z z 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION m V- m I OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION I SLOPE RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO (WITH 55' 55' II ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT 55 t0 m'• 1101I. BACKWATER VALVES BW I I GROUND SHALL BE GIVEN. (occur 5' S, (ter 5 I 5 B B Can& I 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS MINopm- � MIN MIN � MIN ENHANCED BLDG. ELEVATIONS 1 NOD Nom) I ER OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE � � RIGHT SIDE OF LOT �� TAT I I NO. 04--04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE I PAD PAD 1 LEFT SIDE OF LOT ESR NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. 1 C 2C 3C FF • FF z REAR ESL 0 z H z 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. CD r1 `n 1 � : " I NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER CURSES SHALL BE PERMITTED. LO '- 16 " 16 �- INDICATES EXTRA x DF I I I N. MIN. DEPTH FOOTING 0 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO I I COMMENCEMENT OF ANY CONSTRUCTION GRADING. E * I �4 1 � RETAINING WALL /I 9__- [ - --.I].--- I o z . * ,. H 4 - I 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A ,',''''I'll''- - /I- j 5=m `__�M-11"���������������������:3tfC:::::::� 4 0 VN 6 MIN. E* 10 N� � STREET LIGHT PUBLIC RIGHT-OF-WAY. MUDSILL °'T AX T- 'T UAx T-- 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT I N GARAGE AREAS AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS BUILDING FOOTPRINTS � SILL I S 6" MIN R W DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL GARAGE FLOOR - DISCOVERED DU G 0 Q „ :- @ -= ABOVE GARAGE BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. SCALE 1 � 30 �-= FLooR sLAB TYPICAL SIDE YARD DRAINAGE , STI T� C�� TRA CT4RS 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 12 MIN. ABOVE PAD ELEV. �� DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF N CULAR TO THE PROPERTY LINE. JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CORNER MEASURED PERPE DI -m OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE -4 ROUND OFF TOP CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. �- AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL P/L t DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY 5' 5' MIN. 5' MIN. P/L AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 6" MIN. 6 MIN. ' M N. 1 ' 1 ' 3' MIN. 3' MIN. 1 ' WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE . \ 3 I OF THE OWNER OR ENGINEER. i PAD ELEV MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. rNI �3 PER PLAN FG FG I .d 0. 0. .., i ` Q '•I. YO s 0 •♦it G, S.ECTION .s• „ ERGR DSR � U D SNS `L 12" MIN.I �� FOR REAR YARD SLOPES GREATER 12 MIN. �. � .�•- � X• � PAD ELEV 2. 1 MA ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS L THAN 5 IN VERTICAL HEIGHT » AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 1e PER PLAN 2� MIN. 2: 1 MAX. 6 TYPO 2� MIN. 12 MIN. 6 APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: 20 MAX. MIN• 20� MAX. 2 MIN. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND • 20� MAX. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411 Underground Service Alert SECTION B- Bp .SECTION C- C. OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT °Ra LOCATED AT VARIANCE WITH THAT --- L007 -,' .> � INDICATED ON THE PUBLIC RECORDS EXAMINED, LOC UNDERGROUND SERVICE ALERT. 1(800) 227 2600 o Call: TOLL FREE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE i R STRUCTURES SHOWN AND UTILITIES 0 �� B R A T THE U SIS T PROTECT B DUE PRECAUTIONARY MEASURES 0 LDR 1-$00 UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE �ANY OTHER U THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 227--2600 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES -0 CONCERNED BEFORE STARTING WORK. PER REcoRD of SURVEY BOOK 100, PAGE 28, IE N47 45 28 W .. „ TWO WORKING DAYS BEFORE YOU DIG 11 PLAN ■ DE9113N ■ CDN9TRIJCTIl�N . Cq Drawing No. r CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK 0V ESSIpy RECOMMENDED BY: DATE. 14 �-5 tz SCALE Q �� DEPARTMENT OF PUBLIC WORKS � 6/13/05 RBF /1\REVISED RETAINING WALL LOCATION ON 01111e-?_,�ei 19 70 1 t�. A. / 2760 YNU ROAD,sura 400 :::�&0_ RIVERSIDE COUNTY, 600 62 69 c�, �� ! � ■ ■ ■ TEMEcu�..A,cAUFORr�A 92s9r4ea9 HORIZONTAL A � i9-s CONTRACTOR LOTS 35-36, PLUS MOVED BLDG. AND ADDED BRASS DISC SET 1 EAST O F C 0 N C R E TE P 0 S T MARKER '� � DNS!J LT I N Q W9.e�e.8042 • FAX 909.678.7240 • wwwBw.com --_ A-- DATE: 0 � �� 10-10" r' *, ACCEPTED BY. DEEP. FOOTING ON LOT 35 STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD No. � DEPUTY DIRECTOR OF PUBLIC WORKS •, AS SHOWN :id:4 � PR P R BY. U 11 2S/o7 ar3� &RE-pLorrc-Cpu1Gp1N6 Few-PomrS l d� FROM POST OFFICE AT TEMECULA 29 N.E. OF THE Exp. 3/31/08 RONALD J. PARKS •, .•• TRACT 29798---5 LOTS 1 -37, 4.1 -�-56 INSPECTOR / 8 / � '� p . • • • • PAVED ROAD 5 N.W. OF TEL. 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WORKS/CITY ENGINEER . CID� No.4090PREPADEPUTY D ECTOR OF PUBLIC AS SHOWN , D BY. .. 1-800-227-2600 Exp. 3/31/08 ,�, DANIEL A. YORK - .-." w .•. TRACT No. 29798 5 LOTS 34 42 & 501 VERTICAL �' l y�� ► MICHAE A. °rAfN9�9$9.4� HT. 4A OF 4 � 4 �� OF C A�.1 R.C.E.N . 4309 EXP. 3/31/08 R.C.E. No. 43212 EXPIRES 3/31/08 TWO WORKING DAYS BEFORE YOU DIG