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HomeMy WebLinkAboutTract Map 27827 Lot 1-2, 40-44 & 1-3, 6, 10, 30 Precise Grading ! GENERAL GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILD�NG CODE. CHAPTER 70. AS AMENDED BY ORDINANCE 457. ' : , ( 5 N 2. MINIMUM BUILDING PAD AND DRAINAGE SCALE SLOPE SHALL BE - 1x. d DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED • „ A MINIMUM OF 2' FROM TOP OF CUT OR FILL SLOPES. • 3A 3. MAXIMUM CUT AND FILL SLOPE - 2: 1. 4D 1A ! 301 4A SA 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL _ _r_jFILL SLOPES OVER 5' HIGH. 30' ��-- JO' 5. ALL GRADING SHALL BE DONE UNDER �"� THE SUPERVISIC" OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY f PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. �!!/L D/NG FD07j`PiPJ/�I S. A REGISTERED CIVIL ENGIN�tR SHALL SUBMIT TO THe CITY OF TEMECULA'S DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF COMPLETION OF RI SAMrA G RTOUISSUANCCENOFITHECBUILDING PERMIT. CERTIIFICCATIONISHALLABEPTOOR 12 1a 14 1a is �RrAUDrS LINE, GRADE. ELEVATION AND LOCATION OF CUT AND FILL SLOPES. 17 so 1, 214 It UNDERGROUND STRUCTURES 7. PROVIDENG A BROWOF DITCH. DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS 11 r 23 M IS 10 R. ��� 24 :eALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR S. FINAL COMPACTION REPORT �! r ' n 2a AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE THAN ONE FOOT. 0 ILL 8E REQUIRED FOR ALL `FILLS GREATER a � 41 PwA1Cs?pE 70 a, a2 LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH 40 41IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER- 9. ALL GRADING SHALL BE BONE IN CONFORMANCE WITH RECOMMENDATIONS OF ° 21 SIVE a4 �� '° 37 a, 4! 0 43 44 SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND THE PRELIMINARY SOILS INVESTIGATION BY GEOCON INCORPORATED 7 n 43 20 1a UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE DATED AUG. 9, 1993. TWO SETS OF THE FINAL COMPACTION REPORT SHALL 27 1a 14 12 a ��• � PUBLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN 8E SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE ° ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING e 2e 3745 !° H 1e ss 7 ° t MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE �+ OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY ms0 PRELIMINARY SOILS REPORT. 2s ae 45 17 to e 2 Z TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING 30 2 g a � WORK . `7 e i0. THE CONTRACTOR SHALL N T IFY THE DEPARTMENT OF PUBLIC WORK S A T L EASTta 33 1a PARK SITE 3 1 ,s 15 ' ° HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 34 !7 !4 a 31 ♦ INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING J 32H 7 ° NOTICE TO CONTRACTORS PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6411 1 33 21 to 10- !3 4 1° a �' It . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL ae 35 30 27 22 ss i2 a O - CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 37 34 31 23 14 1a !1 to � (t1 FOR JOB SITE CONDITIONS DURING THE OF THE CONSTRUCTION OF THE PROJECT, PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 2 / INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 ,, ao 3Q 2s 24 s3 1 APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT PRIOR TO THE APPROVAL OF FINAL INSPECTION. Ta. � 1 r THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER Thi. 27827-2 MARIAN ROAD / HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 30 THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS .0 11 24 ffi 2s 27 2° � FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. MATERIAL. s 2 a 4 e e e • ,0 11 12 21 In n 13. IF STEEP SLOPING TERRAINOCCURS UPON WHICH FILL IS TO BE PLACED, IT MAP MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL INDEX SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER NICOLAS ROAD PRIOR TO PLACEMENT OF FILL MATERIAL. SCALE 1'- 150' y14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF LOT NUMBE �eIZ PERMANENT DRAINGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE 6 �'{i N PAD ELEVA N-0 .2' PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES P 1295.,$ MAX. se 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. O�EEPEFIEO FOOThaG PAD ELEVATION IS- ALL EXISTING DRAINAGE COOMES ON THE PROJECT SITE T �3'MIN. 5'MIN. PER PLAN PAD-1258. E MUS CONTINUE INnICATES FOOTING TO BE M FF-1259. I N SH FLOOR AT TO FUNCTION, EXPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT DEEPENED ADJOINING PROPERTIES DURING GRADING OPERATIONS. 3' 2' 2' 3' IN. � 6 ABOVE PAD ELEVATION MIN. MIN. MIN. MIN. 430 BR MODEL TYPE 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- _ � F'f• ��• DEEPENED FO • m TENTHS (i .5) SHALL BE SUBMITTED BY r A SOILS ENGINEER TO THE D T ONAL 0 - DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30' IN i9i11r/E5 �'AhlV. 1a � � FOOTING b"t EXTRA Uq�IH d '' I VERTICAL HEIGHT. INOTCATES LENGTiri OF GF-i 23e. PROPERTY LINE UPPER PAD MiivG PFR PLAw � �� -=AD ELEV. EXTRA FOOTING 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT REQUIRED CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC • • • B•MIN. LONER PAD N. `���� -� j 25- REQUIRED GARAGE FLOOR ELEVATION ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA 'A �/\ 0.5' ke LOW SAO LEVEL) SHALL BE GIVEN. IF O GROUND SURFACE IS REQUIRED. ATHE LACTUAL DISTANCE SABOVE TTHE DADJACENT ' .. e•MtN. - P 1l�1ICATES 1PTT1�<1 h R 40E GROUND SHALL BE GIVEN. EN. NOTE: THE EXPOSED PORTION THE DEEPENED EXTRA FOOTING ,. RIGHT-OF-1f1►Y 22MIN. 6aSLOPE VARIES FOOTING SHALL BE FORMED. REQUIRED 40.3G I IS- EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 2. ! MAX. 1%MIN. OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SHALL BE 21XMAX, TYPICAL E CTR A DEPTH FOOTING PLANTED WITH APPROVED TREES SHRUBS R 21XMAX . PLAN � 0 COMBINATION THEREOF. TYP . SWALE SECTION * GARAGE SETBACK SHRUBS SHALL BE PLANTED AT 10 ON CENT NOT TO SCALE ERS, TREES, 20 ON CENTER: NOT TO SCALE 10 ' MIN. ALONG STREETS COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT 5' MIN. ALONG ALLEYS SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION uwAUTHVRiM CHANGES s USE �"�''1"!r`�iL Cor z.zae /Q DEVICES PER U.P.C.. CHAPTER 10.r . AMP TYPICAL Deft/IVAC3E M71V-4LLCY' THE ENGINEER PREPARING THESE PLANS WILL NOT 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT BE RESPONSIBLE FOR. OR LIABLE FOR, NE Nor ro SC,4LLESS THAN 114m PER FOOT FOR A MINIMUM OF 3 FEET. a UNAUTHORIZED CHANGES TO OR USES OF THESE alYT t pt71+Q A[..LEy PLANS. ALL CHANGES TO THE PLANS MUST BE IN ti� L07- DRAINAGE pilTr&am 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE WRITING AND MUST BE APPROVED BY THE PREPARER .r PERMITTED. OF THESE PLANS. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATEb IN THE FIELD BENCHMARK PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION / GRADING. T-46-81 FROM THE INT. OF RANCHO CALIF. ROAQj`,, ,R• L E G END 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE AND FRONT STREET 1 .7 MILES NW ON FRONT STREET Zi d� ' CORRECTION OF ERRORSOROMISSIONSDISCOVERED DURING CONSTRUCTION. THE APPLICANT BI JEFFERSON AVENUE TO THE INT. OF JEFFERSON .�''� UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY AVENUE AND WINCHESTER (HWY 79) , 2.0 MILES NE aaR� _ -� ON WINCHESTER ROAD (HWY 79) TO A BRIDGE OVER F.G. FINISHED &*6LmiO 1J - SFI�ET NUMBEq SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. THE TUCALOTA CREEK AND SANTA GERTRUDIS CREEK FORK. IN THE SE WING WALL, 6' SE OF COR OF " "�°ets � � _ T.C. TOP OF CURB 1200 . - PAD ELEVATION ; t M.EAaNv 50x0 i BRIDGE ABUTMENT, 3' E OF STEEL GUARD RAIL, - 19' N OF TELEPHONE SERVICE BOX. F.L. - FLOW LINE - TRACT BOUNDARY NOTIFICATIONS � : � Nlco`AS aopo ELEV. 1091 .074 F,P MwDG-E ofr PAVEMEwT - -- b NNOTE: THE CONTRACTOR SHALL TIFY THE FOLLOWING UTILITIES OR AGENCIES I Ii PR .1��T - F.F. FINISHED FLOOR - RETAINING WALL 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: SITE Underground Service Alert G.F. - GARAGE FLOOR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 909 694-6411 SOILS ENGINEER AND GEOLOGIST coscAN oAVID50N TEMEcuA. INC. ) GEOCON INCORPORATED 12865 POINTE DEL MAR. SUITE 200 DEL MAR CA 92014 10 - LOT NUMBER UNDERGROUND SERVICE ALERT: 1 500 442-4133 1 0 Cad: TOLL FREE 6960 FLANDERS DRIVE (619) 481-8500 j (619)SAN 15508-6900 92121 .T.R.VV. - TOP of 1r&TAW t?4c3 WRLL - ��►l l� 'V I L I I TY MAP w 422-4133 - NO, TO SCALE •• Lo h r + Associates Inc _ CRAM uw. naming . 15 md" ►eft oa.. G.$. DE BREAK LQ95- 143 GR " TWO WORKING DAYS BEFORE YOU DK3 C" Tm"Ou1., CA 92590 �ewi A /In9 Ph. 909 976-MG F� 909 999-Os99 1 CONSTRUCTI❑N RECORD DATE BY REVISI❑NS C*TE ACC'D BENCH MARK SEAL: Designed By Drawn By Checked By SCALE v Contractor IgG,f�` RECOMMENDED BY-J% DATEt / -x CITY ❑F T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing No. Horizontal 00 16.526 s Plans Prepared Under Supervision Of \ AS SHOWN Exp ACCEPTED BYE DATE, /-474V PRECISE GRADING PLAN Insp�c car SEE HEREON s F�� D a t e of ��, PRINCIPAL ENGINEER, FOR CITY ENGINEER �aobd Vertical ,p�4rf CIV ��,�� FRED W. DOERGEi STEVEN W. CRESSWELL "� LOTS It 2 AND 40 - 44 TR. 27827 AS SHOWN of CA ��� R.C.E. No. 16526 Expires 6- 30- 97 R.e.�, 479M E,p,es (4t_zf_ y5 LOTS 1 - 3, 6 , 10 AND 30 TR . 27827 - 1 Sheet f 1999 I I i r \ \ - - - - - - - - - - - r - - - - 1 CU �;eA .0, %,\ '\ I- - - - - © O 1 , 1 CC 100 g'1' Q , 1 1 + 1 , 1 , I- - - I _ I .01 0109// � _ - - - - - - - - - - � � ��� FEZ /Vii/ � q t. o,� ,` ' �' , � - - •1 �a. 1�fs - - - OIL Sr' t�� c• 2t I �.� is G' S I 1 1 �z �" •m s s • 1 • ,, .lb 1 32 tp�1�E �`s ` - - , _ _ _► �G� 35 c� ` — TC, �- W p'►�� 0 L►22 5 75'1'� '�9 _ _ _ — i — '1 _ Y t4 Y:p i 11 G.F. y ►S' f•o�? 1 1 '��-' � 9 p�',3A• //O1�p i`ti a` ; _ pl , 1!O' 0.29. ,0• r 1 1 �_ 2 f .043 ` w T/07. o `r x,50• �� �( 1, 11 ,t , Ib 0 5 �� _, cc - - - Q / 6 ,o VO t G L Q _ 44.72• N- - ` /.rj�/ �z� � f9 1 1 1 _ � - 6 .50• 22 5� r� ea { m 1 1 �.r L.3.8 _ _ _ - ,0 � S 8 , :5'1 r 1 �S 01. v •O- FF•1.��� , _ 1 - O �, 1 + //0733 T..e W MV 1 _ — _ _ - - r //07.33 rR. v✓ �\� Z Arf. 0 s 2 1 1 Ri 0 ff.' � \ 4•p0CD 0� 1 �c a \ �� •o��\ 9 - ` 85.16 4 M16H avNr �r J 1. C>AO E4 O.z'"IA4 t a� \ ` 6 o s.zy. ,O, AFNo (, L 0 T 31 11 �� , Mof �. GkAL1E TR . 27827-14 05-1 PARK SITE s TC "f10 •w //07. 75 T.,P W. v 1g' 4 V GAQAGE SETBACK 5' M W. ALONG A[1 F-YS 6V �+4� s TYPICAL DRAWA6E ALLEY LOT .kI -5 j SEE ,SHEET/ Fo,Q M T.$. -C, M2AV ALLEY LOT DRA//VAC3E 4 — nNitd 4 R PA -7ERM • "� UTILITY LEGEND a51g, 6—SEWER LATERAL N w WATER LATERAL //o .00 -re WFIRE HYDRANT � STREET LIGHT 01=3- A . V . & A . R . nuc CATCH BASIN i Underground Service Alert o ' Call: TOLL FREE l� 1 -800JLrm Lohr + Associates Inc fill lad im. " Mal i ■fte Pm* Dan 422-4133 alp c,.wmw" TwwMWAW. G TWO WORKING DAYS BEFORE YOU DIG j Sw spa M M 97"M i= M L D 9 5- 143 GR CONSTRUCTION RECORD DATE BY REVISIONS :)H-,"E ACC'D BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Drawing No. E,;L3 ;� CHAN0 LiP." - TYPE ON �T / l oW � { F��\ RECOMMENDED BY. _ __ DATE, 1- -9� CITY ❑F T E M E C U L A DEPARTMENT OF PUBLIC WORKS Contractor FKoM SR To 4R !/ Horizontal /�, �,r�b% Plans Prepared Under Supervision Of AS SHOWN N^ 16,526 ACCEPTED BYi DATE �_jr _ - PRECISE GRADING PLAN 2 Inspector SEE TITLE SHEEt -JrExpk0 �f Date ��'� % PRINCIPAL ENGINEER, FOR CITY ENGINEER TR . NO . 27827 Verticcl s '� FRED W. DOERGES kt<cm*" �I V 1 STEVEN W. CRESSWELL LOTS �1 2 AND 40-44 `I l��`Q � AS SHOWN f OF CA��t� R.C.E. No. 16526 Exptres 6- 30- 97 R.C.E. No. 47180 Expires 12 - 31 - 99 ,4R9 TR. NO. 27827 - 1 LOTS 3, 6 , IQ AND 30 Sheet Z of 2