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HomeMy WebLinkAboutTract Map 30264-12 Lot 1-14 Precise Grading ITY F GRADING NOTES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & �j SEDIMENT CONTROL ORDINANCE X O. 04-049 AND, IF APPLICABLE, TO THE STATE WATER C 0 TEMECULA- PRECISE GRADING PLAN RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES, ATq PA , 3 MIN. MIN* 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1V. DRAINAGE 4) •� yy MUDSILL �0 w6 LOTS .. SWALES SHALL BE A MINIMUM Off' 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 -�► 3 MIN. 2MIN, 2 MIN,. AWAY FROM THE TOP OF GRADE? SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL N a� EXTERIOR WALLS AT NOT LESS THAN X" PER FOOT FOR A MINIMUM OF 3 FEET. � UPPER PAD RAINBOW CANYON - - FINIS ED MUDSILL REDHAWK PKWY �� a TIN* sUR ACE . MAxIMUM CUT AND FILL SLOPES SHALL BE 2:1. 10000�� f/ LOWER PAD LOMA LINDA - p 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR W -rSTORM FLOWS, OR PROVIDE GRAVEDV BERMS ALONG TH SIN. a - G E TOP OF ALL GRADED SLOPES ROAD -�-�.-- • xr ` F y 2X MIN. OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT WOLF CREEK S. w' °� _ ,. 200 MAX. 6 MIN. •. a SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. -• ., - f� ter _,�` � �� �,a' �...* •r, .� .F ,' ` �• ALL GRADING SHA ,. o �iX. LL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, REDHAWK PKWY a� r' �� 5ECTION ...� SOIL ,f F .� B B LOP ARIES ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE .1 A BEEN PROPERLY PLACED AND WHO SHALL • �' r � .` s �� ��:f. ��� SUBMIT A FINAL COMPACTION REPORT FOR A F A f, ff NO SCALE ALL r , -I ,� r FILLS OVER 1' DEEP. 1-r Ile PA 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS WOLF VALLEY ROAD ' ffx� 9MIN. VICINITY MAPMUDSILL DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN 3 MIN. 2 MIN. ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING . . . AfJ FINISHED SURFACE INDEX PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT � •�� �. "rte� ,r r PROJECT SITE f� ,. e- r y'l FILL SLOPES. SCALE. 1'" 100" 12 MIN AeoVE PAD ELEV. SCALE: �' a`� � P �,r°'� fir,•} � ,e"',P ♦ � • TR. 30264-12 � °�� '� - s..� ��r �. RFs � F `' .,•' _ ,, a' p1) OFF MP '�- ..i ➢wn f tV ,. 4 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER f P 5, f THAN ONE FOOT. 6 IN. !, O VARIES .�rs rr •, aJ+ � p �� _IX r AX. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE y PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC., ZDATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE ffilr N SUBMITTED TO THE PUBLIC WORDS DEPARTMENT E WHICH SHALL INCLUDE FOUNDATION 1 FOR RE R Y R &TESIGIWfATER • 6'� MIN. DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN THAN ► IN TII�IECONFORMANCE WITH THE RECOMMENDATIONS THE PRELIMINARY SOILS REPORT, 5EQ_TtQN A►�-A -- 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN NO SCALE NO SCALE ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO. BUILDING PERMIT CLEARANCE FOR EACH LOT, PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 HIGH POINT PA E EVATIO -0,13' . MODAL TYPE 2X �o� 6"JI/ll�tl. � FINISH FLOOR O _.... 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND • , l�." �• �'' SEDIMENT CONTROLS TO PROTECT' THE SLOPE FROM EROSION A ,n LOT NUMBER 4 AND INSTABILITY DURING DEEPENED F00TING as .ae 1069.06 ELEVATION TYPE f . - .. - [4, THE GRADING PHASE. cy fy PER PLAN .. ' o' 0' -- `a - ��o•' •=a ��:: :� - 11. POST-GRADING ACTIVITIES SHALL INCLUDE, 0 FINISH FLOOR �L�VATION � 2� � <v �II�N. E, BUT NOT BE LIMITED TO, INSTALLING, WHERE •�: 35 -1 - 2�° APPLICABLE, GROUND COVER, TREES SHRUBS OR A CaMBINATI N T 8 A�avE PA E ATION !� 0 HEREOF IN 3CR = ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION, SLOPES 5MIN. FF=10-70,17 PAD ELEVATION = - OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK • PADS 1 C1�i9.So �" � ' � FLOW PREVENTION 4 MI - EN aN DEVICES PER THE U.P.C. SAND FILL DISPOSAL PLAN 1A PLM 1B PLAN 1� ,g PAD GRADE �' 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTILTHE HE GROUND HAS l.ENGTH o DEEPENED � ,�: BEEN CLEARED OF WEEDS., DEBRIS TOPSOIL AND OTHER DELETERIOUS FOOTINt� D.�'. ,� ,- ELE ERIOUS MATERIAL. IF ENHANCED ELEVATION � 1, FOUNDATLON, N Tm` TION SECTION STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST PER PLAN PROPERTY LINA ` r BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A y NO SCALE REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE RETAINING wAt.�., � PLACEMENT OF FILL " WHEN REQUIRED, • 100y *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* O� `�' 0�--'- cn 0 BY SEPARATE PERMIT gFa1 os9.a7 el 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING GARAGE FINISH FLOOR ELEVATION o� Ln ,� AND DOWNSTREAM PROPER-TIES FROM SILT DEPOSITION AND PONDING WATER DURING V"Z � RIGHT-OF'-WAY GRADING OPERATIONS. T 7 6o.5o' LEGEND CURB 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. PLAID! 2A PLM � PLM 20 FS FINISH SURFACE SHEET NO, 15. STABILITY CALCULATIONS WITH A FACTOR-OF--SAFETY OF AT LEAST ONE AND TYPICAL LOT TC TOP OF CURB PAD 1200,1 PAD ELEVATION FIVE--TENTHS (1-5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A N.Y.S. FL FLAW LINE ELEVATION REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND �-----�----- TRACT BOUNDARY , INV. INVERT FILL SLOPES OVER 30 IN VERTICAL HEIGHT. A FF FINISH FLOOR 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR 0 0 c� a' ;� E OR SHALL SUBMIT CERTIFICATION RETAINING WALL OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, TH O �' �~ GFF GARAGE FINISH FLOOR Q D, E EXISTING CONTOURS ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. Its AN ELEVATION WITH HIGH POINT � PAD ��� L 1���,.� RESPECT FLOW LINE ELEVATION ESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE ELEVATION-6.2" MIN. A PROPOSED CANT P/� - F.L OURS THE ADJACENT GROUND SHALL B� GIVEN. low All i DEEPENED FOOTING G.B. GRADE BREAK � O ING _ E 17, EROSION AND SEDIMENT CONTROL, THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS PMN 3A PIAN � Pl,I1N � OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL STREET LIGHT ENHANCED REAR ORDINANCE NO. 04-04 THROUGHOUT UT TH � E DURATION OF THE PROJECT, INCLUDING ._ . F ELEVATION ADHERENCE TO THE STATE NPDE$ PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. r a IR H PAD ELEVATION MIN. IN. PAo �l.LVATION I • E HYDRANT ;.,. 13UILDING FENHANCED SIDE � � 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION TW TOP' OF WALL C ON DURING THE RAINY SEASON. O� C RIGHT ELEVATION � SCALE 1» = 40' TF TOP OF F007ING NO OBSTRUCTION OF FLOOD PLAINS OR NA URAL WATER COURSES SHALL BE PERMITTED. ENHANCED SIDE ESL : -- - 2 DETAIL, NUMBER LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL E CLEARLY r:. � � L DELINEATED IN THE FIELD PRIOR TO BIL a SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION GRADING. ' / 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT--OF--WAY. . , . PA NOTICE TO � � 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE R/W V CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY F APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORREQTION OF aR ERRORS OR OMISSIONS DIS V R JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT INCLUDINGCO E W DURING CONSTRUCTION. UPON REQUEST, THE SAFETY a-.. OF ALL. PERSONS AND PROPERTY THAT I APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOOTING TO BE DEEPENED THIS REQUIREMENT SHALE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS& AND THAT THE CONTRACTOR FOR REVIEW AND APPROVAL. C OR SHALL q DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY 20 a • 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 4 4 AND ALL LIABILITY, REAR OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF :. WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING F ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF NCS SCALE S G RaM THE SOLE NEGLIGENCE F.F. ELEV. LENGTH OF OF THE OWNER OR ENGINEER. STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS, THE DEEPENED FOOTING (D.F.) CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES VARIES, 6 MIN. TO R 6" + EXTRA DEPTH FOOTING 0 GRADING. UNDERGROUND, STRUCTURES f� OWNER • PER PLAN, MAX. N ��" � � N PAD ELEV. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR aT�HERS - n; CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL. NOTIFY THE FOLLOWING UTI WOODSIDE HOMES UTILITIES OR AGENCIES . 12 MIN. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF . 23121 ANTONIO PARKWAY SUITE 120 ` �q EXCAVATION 700 C.Y. - EXCAVATION,* Y. Underground Service Alert PROCEEDING WITH IMPROVEMENT PURSUANT' THERETO AGREES TO ASSUME LIABILITY AND RANCHO SANTA MARGARITA, CA. 92685 EMBANKMENT 700 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT (951) 949-858-4980 A EN OF PUBLIC WORKS894--8411 . SUBSIDENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED T4 TIE UNDERSIGNED; NOT a SOILS ENGINEER Call: TQ!!.. FREE NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE AL RT: �- a E 1(800} 227 2600 4 SHALL BE FORMED, SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE PACIFIC SOILS ENGINEERING INC. LD08_*00)06R 1--800 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS BEARINGS7713 CONVOY COURT IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE, . 227-2600 TTP. EXTRA DEPTH FO T S TE IT SHALL. BE THE SAN DIEGO CA 92111 08 ,ow ING PLAN THE A CONTRACTOR S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 888.,8 -w1 TOTALS Toa C.Y. Tao C.Y. sa 713LD033C TWo V�MINQ DAYS BEFORE YOU DIQ N.T.S. CONCERNED BEFORE STARTING WORK. ' . PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47 43 28 W 888 864 4384 FAX __ ,,, Z. r mss. =,o 2 5 4 G R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK tia " o � � Mall & Foreman 111C.SCALE �` RECOMMENDED BY. DATE. Draw In. No. l 'Y ��!l�,f�/N � �. t/�i /oU, '. �• Engineering.,Surveying,Planning�Landscape CITY CONTRACTOR RIVERSIDE COUNTY 600-�02�-69 1970 0g Architecture DEPARTMENT OF PUBLIC WORKS or RA ' HORIZONTAL, r �, `' �'' Three Oetferwodd Cir, Wo. 200 Temecula, Co. 92594 BRASS DISC SET 1 EAST OF CONCRETE POST MARKER ll a8 2 V. �.r. 0��VA�. in STAMPED e8 RESET 2.9 MI Na. 1�1� nhn. � 1 zsr� oa �qx. 9 � 294-930� ACCEPTED BY: - ° �,. 2 , LES S E. ALONG PALA ROADDATE. INSPECTOR Lor* 1- 4 ig r ?� FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN �X�'. B-����-o� �r PREP ED Y RONALD J. PARKS ECISE GRADING PLAN PAVE R DEPUTY DIRECTOR OF PUBLIC WORKS w . D DAD 3 N.W. OF TEL. POLE N0. 8293, C.W.T. 3 �'' ,/ �� PHASES 2 & 3 S.W. OF 36 CONCRETE STANDPIPE. ELEV, 1039.375 VERTICAL. �► QJv11 _ a .r �` �, ��� ANTHON J. TERICH [SAT s M, � .,�.�. Rfs TIR. 30264 �1 LOTS 1 ---,14 .T. OMPLETED a�► R. . N � _ �» _ C E. 0. 1 14 EXP ATE 30 t� R.C.E. No. 19744 EXPIRES 9/3a�QT, SHT. 1 OF 3 1` _.._ _ .,,,..._. .�._.,... i o' 20' 40' Go' 80' SCALE: 1" 20' YELLOWSTLANE ' 1105.88 1103.77 To Ce . 110 204 T.Co � T.C. 4,9 � 31' .!� 37. F.G. 1100.92 .!q i 9.4► �14 T.C. �d1 x.43 3 04.3 �• F.L. 1103.17 ,c �1• 72,24 T '�' 03.8 1.0% MIN* F. !. 13.E ^a 11 3.14 .8. • 4 T. of. 4.9 1.0% M F.G. 8 SIDEWALK • P.C. � 8 4.8 cry o 6 --- 1104.7 P.C. 04.2 , 5� n �► 2 ± P.L. 4 ,n ESL • �f- H.P. FL OF PIPE 1/2 g INSTALL REMOVABLE T• � .8 . m R PLUG P R PLA � `." ' 0 .0� ABOVE GUTTA F.G. c7 � 1 ,-- B � 4.8 0 a 1 ,,�.,_ FL.OWLINE INV. � -.*-10' 00 a CEJ '`P"' PLAN _ : 4 PVC F.G. n , � � � ELEV. PER ; S� • �f" L: 03.28 4.3 2.0 LO 0 P.L. .B. o - N Mi N. P.S. 0) z , � FOG. LL. < 4.9 n , �"- ] 1 19 II P.G. INV !. . LY4x4 x4 •-• C/L 03.20 I L. w 0.0 PER PL x4� o.� 04.3TEE 1104.5 Q. 18 DWY F.S. .4X _._-. 82 4.9 CURB AN 03.23 I .�. P.L. Y MIN, PVC REDUCER . � � , 11 02r 9 •�• P.G. GtJTTE H.P. 19 P.S. (SCHEDULE 40) 4.8 �': 03.14 18' T. 0 2 •per. 105500 ELEVATION �".G. 4.8 4.8 � 8.7% P.S. DWY 02.93 T.C. 4.8 Q P.G. 02.43 E'.L. 03.8 P.G. Na SCALE 04.0 ° 110 .88 02.53 INV. ti• �O3�.2P.L. TrG. F.L. 03.4 r 3.1 �Q 02.7 1 NV, P.L. �, R w T.a SEE D' AIL 1.0% MIN. .L. G.B. Gr � '. �, r 4.8 .CNS' EREO , """.�_ 2.0 1� 03.28 19 _ i F.G. P.G. MIN. 43 �► � Q � � VOW 4r (� MIN. P.S. 03.4 �- POLYETHYLENE P.G. �- " 151 1 MIN. INSTALL .• 4.30 � C L 1 03.20 P•L• H•p I� �- 1104.4 * PLASTIC g$PINT MATERIAL / X17 COVER - F•Lr `o D.F. 1 03.o DWY . . 7.4 �: � H.P. QUICK JOINTOR EQUIVALENT 1 a' . 4.0 03.3 E'.S• ---j C ] V.f._. cw 4.0 2 � x2.98 GL18 In �r 6 � P.G. II .L.01% .B. � / f T. 4 21 D.1 . 0 [� h P Y • r�. .Q 0 � ■ .S. DWY Q�. 2.0 :5CII NMI � t1z 4.8 .. �.. � 10 0. F"rG. • I°' 9 8 2 MIN. . Ca 4.8 . LL.. 4 R F. . . �.. `� 18 1-8� 1- 4.� B=Rl 1104.3 1 TION U' 4.8 03.5 04.2 H.P. 4.8 ► 3D � JE.L. P.G. , --- P.C. .L. B. 1.0� MIN. DET�►I P.G. 105500 P'R1V�1� �R�►I�I T'�IR�UGN URS �' 4,312 NO SCALE 1.0% MIN. 1102.8 1.0 MIN. 03.0 03.7 Imo.G. 5.0 T.c �, �. . 1± 03.9 03.3 .8 1101.53 /GOD* L .G. T:G: � F.L. F.L./ .B. �° .3 50 11 C1.43 . 4.3 , 1 .G. CD P.G. 1 4.3 1.0% MIN. 1 00 . F.G. 03.7 Q 1 - 2.0% .. . aca •# Z C) 0 M F'.L. 0 0 8 0 �„ . 8Mm-m O 1104 4.2 .' , .0 • H.P. F.G# �1 0 � 4.2 � � � � CL . 1 P.G. U. o . 0 • $ 02.59 � LL. � a 14' CL1 � u • LZ. Z 0 ,�,., F. . � !i„ .� .. 4,3 DwY .5 Q 4.3 � ,. . � � P.G. 1To"R.o �-�-- 02.9 4 0o . H.P. 02. . 0 11x2.3 � 02. 03.5 � 4.3 '00 0.8 �... Flo L.. G•�B P.S. +�rr..�r+r F.G. -2.o% a.1 ��.. � 2 07+ T. . 02 ° . . . . 1.0 0 MIN. F.L. 51 D&F. I� 2 7 1 C��.�►1 MIN. a.F�. CL 02.50 1 F. . 41 3.8 7.77 , Pr S. 4.0 4.8 o3.5 DWY r .3 11 02.7 03 � F.G. Fr L. 11 2.20 F.G. ��ja . .B. F.L. 4„ 1.a� MIN. 9 121.x' '� T. . 59 �, • Nov 1.07 MIN. 4.1 .0% IN. 4'0-/ 07� 2.4'5 2a' a F.G. FOS* �.. 2.0 2.38 �- � DINY H II14- 0 I VIIIIIIIIIIII P.S. 1103.8 L.�.. c� 0 � V- -. 1 -7.1% �- .P. .. cl CL 4,0 U. CL. P.G. 4.0 28' FOG. 4.0 - � 1101.9 � 03.5 F. . G.B. T. 1.07' M I N. �-- F.L. 4%j 115576 42.2 03.0 3.7 10 rco Underground Service Alert LD05 ~254GR e �r y v Call: TOLL FREELD 0 0 1-~800 -,,-o254GR 227--2800 LD05 "IVVQ WORKING QAYS BEFORE YOU Dig Draw ng a. BENCHMARK �p� spa Hall & Foreman, hic. RECOMMENDED BY: DATE: OCONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D SCALE 4 '�'� �" CITY0FTEMECULA DEPARTMENT OF PUBLIC WORKS Engineering•Surveying•Planning s landscape Architecture 4 11 08 DFL REV. BUILDING ELEV. VARIOUS `/ I RIVERSIDE COUNTY Doo- 82 89 1970 HURIZ0N7Al.. � � � Three 8e#�e YlCorl� ctr. Sfa. 2Qo Temecula, c�. 92590 CONTRACTOR _ - - LOTS BRASS DISC SET 1 FAST OF CONCRETE POST MARKER v, DAT �. N0. 21914 z v�. 9�� ��►�-��oo ��. ��� z��-��o� ACCEPTED 8Y. PRECISE GRADING PLAN 1 08 P!. REV. F.F. AND SwA�ES STAMPED 68 RESET, 2.9 MILES S.E. ALONG PAL.A ROAD ` ` exp, g-� o--a9r m 1 0 DANIEL. A. ORK AS SHOWN m PREP' R 8 . 4& . ..... FROM POST OFFICE AT TEMECUL.A 29 N.E. OF THE DEPUTY DIR CTOR OF PUBLIC WORKS PH* 2 Lars 1-14.�, BHT. 2 � 3 � � �� TRACT' 30264-12, AREA �. INSPECTOR PAVED ROAD 5 N.W. OF TEL. POLE N(3. 8295, C.W.T. 3 �'',� � �- �'' . 1039.378 CIVII II "" A I TERICH '� ' ' LOTS 1 & 11 - 14 SF 3. S.W. OF 38 CONCRETE STANDPIPE. ELEV � o R.O.E. He* 2191 ► EXP. DATE 9-w3Q- R.C.E. No. 43212 EMPIRES 3 31 10 DATE COMPLETED 0' 20' 40' 60' 80' SCALE: 1 20 9" 2:1 SLOPE 000 01 VARIES 3 3 � a�o 1.0i/�l MIN. /�.✓ '• 6"X6"*-W1.4XW1.4 WWM 59L=2*4!1 01,5 1.0� MI . 4 Fr G. 03,4 ,� �` �, RETAINING WALL /1000 F.L. n: om a� 0, 37 ± N 3!9 o cn 3.9 o O - F.G. '"• • F.G. Z 4Irmo1 2r0 '�"' r �► NOTES: 11033MIN a. cn 1. CONCRETE SMALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH • �i AT 28 DAYS OF 2500- P.S.I. CONCRETE MAY BE PNEUMATICALLY PLACED AND H.P. , 11... 3.3 0 .L. .Dr 0202 3.9 • L�,. F.G. Fr -• SHALL CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. .G. s, n �ry 22 02, 8 , 2. REINFORCING SHALL BE 6X6 - W1.4XW1.4 WELDED WIRE MESH (WWM) OR 03.3 �r�,/ 0!6 ! O .L. D!Fr .�.. . IVY 1101.g ---. APPROVED EQUAL. R �r F r `G' �� T! . '�"' 7 MIN! r•�-• ' •"' 3. CONSTRUCT A MINIMUM 6" DEEP CUT--OFF WALL AT THE ENDS OF THE DRAIN. 1.C� o �S 4.09 lull 118.76 r1 1.=8. T.G. 02.2 0310 3!7 . ^1 1 � 02.9 ,0 o MIN. . . a 02,4 + Q F.G. �• F. ! G.D. �� �' � - F.L. F.G. » 306 F.L. �, 1 ,�, �, .L. .a. 3 CONCRETE DRAIN DETAIL 010mod F.G. F.G. 30 0!3 4 1� 1.0% MIN. � 2.0% .F. io D.F. F.G. 7 .� NTS � r) 02!0 MIN. © 35 '. ,,,� R UU 30709 1103.4• N4- C] 4!67 010 8 F.G. VIM Z � ��• F.S. F.G. 0 i• 1103!4 H•P r (•,� �. ° .® •j- N H r P. r- PO N V) 13. Nq- . [� • , 7 z � 2o0o _ 10 � �► � MIN* � < 3r 6 � T._. M aF!G!3.6 ��. !97 P �-• o •L. a _10" 3.1 • 0 3.7 Fr G! FOS* ' ' �' FrG• � � F•Gr 308 02.5 �• 01.89 18 F.G F.S. 0!6 61 03!1 7 F.L. D 1 r 8 p�NY 01!9 10.1� ! F.L. 1107 MIN. "- 0F. 3!7 106.40 !. �. D.F. F.L. G. ' F.G. F.G, 6 101.62 �� a . o MIN. �` '" log* 02.8 � 02.2 �► T. . � 1.0% MI 3,3 3!4 F.L. F.L. .B. , 0�r� rG. 9 F.G• - .5 r. 1,84 TW 04.40 3.3 �, T C G1�.0 F•L. 3!3 o) F.S. r TF 02.40 , 0!� F.G. -� u� �•L.! O 5 3.3 O � D 01!75 G•D` .F"r •�• CONIC DITCH 10'aw 00 . o F. . 19 3. 0 F,G, TW 060 40 F.G. , �to 0 . S • �• f 0 11 1.37 � �� j� G. � TF 02.40 C) T•-- G Q T. • 110 101: 2 � 3. PER DETAIL HEREO M % / c 1 1103.1 Q, r"• 01 r 68 �-- H, 1`111. ,� T.C. �-�. �''. H.P. D. F. 42.80 �,,, CL d► 6.15 � 2r�.//{� , 0 � �� 81-60 101,27 c� L�..,. � � F.S. �..� H.P. � MIN. T.C. 1101.3 ' • � U• �1 r� r • LI: � 5.9% F.G. T.C. 01.712 3!3 3!3 01.5 3.3 v 01.56 F.G. f] F Z F, 02!7 3 fiv.-lb- 46 F.G. O2• r �0 O 151 / `r~�"" ! F#S* ! 01.9 �. �, _ C G, F.L. F. 1 � 1.0% MIN. •�.• 1.64 - 01.9 /• Mi1y, 3.78 '�" .�.. TW .40 60 y ` .Sr .�• TF 02• 7 0 1. � MIN# 01.5 01.6 3!3 F.G. L 1�.1 �- TW 04!40. �!G. 3!5 Orb 02.40 F.G. ►.2 0• ' F.G• 27 D.F• • " i' • w �1,6 C"I 2.6 8 14 � o 11 D � F E �.. 3.2 ,,,�► S F Z � „ . o 4 a t� � n 52 0.1 2!0,i� 3,3 ao ] �-.' V-- D,F'. . .MEND T__0 TORN 1 DRAI '�` M1N. 2.0 D► c-v 1 S Cl --- V__ �.,. Q3,0 CONIC DITCH 3 0 Q � H•F`• 110 . U. 3 H.P. .r • � 302 .2 L II ' FF,G S L - 3r2 �. •• 405 F, G' 3,2 1 03,5 F.G. 02,6 1.07 MIN. 02,1 F.G. 6'± F.L.L02.1 F`L. D.D. •0,0 M1 02.8 126*LZ f 20000 138•!? • 3.4 •Gr Underground Service Alert IIIIIIII %0IIIIIIIIIIIII y o Call: TOLL FREE 4 1 1-800 227--2800 LD05----*254GR M WOWING IMM WOM YOU 010 Drawin Na. ATE ACC'D BENCHMARK �a�� �`,�► .Mall & Foreman, Inc. RECOMMENDED BY: DATE: r ,�CONSTRUCTION RECORD DATE3Y REVISIONS D SCALE , � C I TY 0 F T E M E C U LA DEPARTMENT OF PUBLIC WORKS � engineering•Surveying,Punning•landscape Architecture 4/11 Q8 DFL REV. BUILDING ELEV. VARIOUS �' RIVERSIDE COUNTY 600- 62-69 1970 �' CONTRACTOR HORIZONTAL �. �"�� Three IletferWodd Cir. Sfa! 204 Tomeoula, Ca. 92590 LOTS 1 EAST OF CONCRETE POST MARKER v, � .. - - BRASS DISC SET -� No. 21914 z ��• 931 294 9304 fax. 931 29�-93x1 ACCEPTED 8Y. DAT 1L24/08 DFL REV. F.F. AND SWALES STAMPED 68 RESET, 2.9 MILES S.E. ALONG PAlA ROAD t • -w -p m DANIEL YORK PRECISE GRADING PLAN AS SHOWN EXP 9 � 9 rn PREPAR BY TS 1_,..14, SNY, 2 $� 3 FROM POST OFFICE AT TEMECUlA 29 N.E. OF THE Tv DEPUTY RECTOR OF PUBLIC WORKS � INSPECTOR L ' * �i TRACT 30264-:12, AREA 2EPH. 3 LOTS 4--' 1Q E N0. 829 C.W.T. 3 �' .r e PAVED ROAD 5 N,W. OF TEL. POLE ,� �, ' IPE. ELV. 1x39.378 vERTICA!„ c�v t�- '` AHTH . TERiCN DAM '•1' •.• S.W. OF 36 CONCRETE STANDP o ► a► x SHT* 3 OF 3 DATE COMPLETED �' CAS R.C.E. No. 21914 IEXP. DATE 9 3090 R.C.E. No. 43212 EXPIRES 3 31 1O P