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HomeMy WebLinkAboutLot 52-54,79-85 Precise Grading GENERAL. NOTES: IN THE Cl TY OF TEMECUL A, CA. GRADING NOTES =01, 1. SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. I. All grading shall conform to the latest provision of the 1998 Cdiformia briding Code appendix, ECISE GRADING FOR,, 2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798. Chapter 33, as amended by Ordinance 99-23. 3 ALL FRONT, REAR, AND SIDE YARD DIMENSIONS ARE PER PLAN. 2. Ml #num binding pad and ckoinage swole slope shat be = 1% Drainage swales shelf TO R1 F.9X 4. SETBACK IS MEASURED TO THE NEAREST VERTICAL PROJECTION, NOT INCLUDING be a minimum of 0.2' deep and be constructed a minimum of 2' from the top of cut or 511 slopes TO CARINA TRA C T N0,111 23209 TRO VA TO ARCHI TFCURAL POP-OUT FEATURES J. Maximum cut and !1N slope - obi NO' 5. VERIFY LAYOUT AND DIMENSIONS AT JOB SIT 2:1. isS 52 7HRU 54 A ND 79 THRU 85 4. Provide 5' wide by 1' high berm or equhdent long the top of all IN slopes over 5' �,, Rood .__ \ ^ � 6 LOCATION OF SWALES SHOWN ON PLOT PLANS ARE PER DIMENSIONS ON PLANS high. Hot I Q 7 SEE ENGINEER'S PLANS FOR LOCA 71ONS OF UTILITIES. TIES 5. All grading shah be done under the of a competent sd's oeng1heer who shalN y I �-,c (W) 8 NO DRIVEWAY SHALL EXCEED 141 GRADE, WITH A VERTICAL certify that all ff►I has been properly placed and who shall submit a final compaction G� .aI CURVE AT THE GARAGE. report for all flit over 1' deep. �� � Q � �y � � i 9 EACH LOT TO BE SERVED IMTH A 4" SEWER LATERAL AND 6. A registered GYv# Engineer shah submit to the City of Temecula s Engineering Department �� r '~ ---- - A I" WATER SERVICE, UNLESS OTHERWISE NOTED. v written certification of completion of rough grading in accordance with the approved rn lar prior to issuance of the buildin permit. Certification shall be to line, i'4 '�� grading P P g P Rid � � �--� 10 FENCES AND WALLS ARE NOT PART OF THIS PERMIT. grade, elevation and location of cut fill slopes. to 11 FRANCHISE UTILITIES I.E. GAS, ELECTRIC, TELEPHONE, SHOWN HEREON 7. Provide a brow ditch, designed to handle 100yr Q Storm flows, along tap of cut slopes` ARE SCHEMATIC SEE FRANCHISE UTILITY PLANS FOR CONSTRUCTION ROncho `�, -�.'"� �"'- DETAILS d f ilnd campoi report wNl be required for aN fXfs greater than one iFiot. a I I © ~-""'" 12 FINISHED GRADE WILL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 2Z TO A `� _� SWALE 4' MIN., AWAY FROM BUILDING FOR SIDE YARDS AND 10 FT. AWAY FROM 9. All gradlrig shall be done k conlfvrmance with recommendations of the preliminary sols Q c I � , ` � � I investigation by NorCal Engineering dated June 6, 1997. Two sets �i Q �� --- -� BUILDING FOR THE REAR YARDS of the final compaction report shall be submitted to the Engineering Department whkh shall include foundation design recommendations and certification that grading has been STA TF AWT 79 - done in conformance with the recommendations of the preliminary soils report. I I DAA0, WAY I 10. The contractor shelf notify the Engineering Department at least 24 hours in advanceLEGENDS requesting finish lot grade and drainage inspection. This inspection must be approved I ® C ® - -- prior to bulding permit find inspection fear each lot. 7t7 SAN DIEGOI I ( I ® ® 11 IMPROVEMENT STD. DM, b1ga SYMBOL I I r ® ' I I (� EngineeringDepartmentMoner (09) 694-6411 - - - - - - - - - - - - - - - - - - - - - - - . � � I � �. ..... � � � SUBD/NS)'OYV B+OIUNDARY. .,.�..,..... � r � 11. Cut slopes equal to or grouter than 5' In vertkd height and IN slopes equal to or I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N� � � LOCATION MAP EASEA/ENT LA1/E_ter than in vertical he t shall be anted with ss or round cover to protect \ � � � � g Y �- I f1Nr.SJ�/EDfZoa�PELEVA nav . . . . . . . . . . . . . . . . . . . . . . . . F.F.= 2581 the slope from erosion and instablity in accordance with Ordinance No. 457 prior to the I Y Y approval of final inspection. NO SCALE I I 'J' Lr- ' -- GARAGE` FACE ELEVA nCW . . . . . . . . . . . . . . . . . . . . . . . . . . GEE= 2W4 I 12. No !NI shall be placed on existing ground untl the ground has been cleared of weeds` ®' j LOT NJX/BER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • G2D debris; topsoil, and other deleterious materiel, At1N © PAD ELEVA nav . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • PAD �7 2 FTG 13 If sfeep sloping tenwh occurs upon whkh fill Is to be pkrce4 the terrain must be H.P. SWALE = PAD ELEVA77ON '� .� RN/,SSI WADIE cleared, keyed, and benched into firm natural sol for full support. Preparation shoN be �Q•�� ® f7N/,57/ ,SY/IQFACE_ - - - _ - - - . - - - - - - - - - - - - - - - - - approved by o Registered Engineer prior to placement of fill motorial. SWAB 1� MIN. (.�►� - - - - - - - - - - - - - - - - - - - - - - - - - r�� I fZOIY LINEFL 14. During rough grI g operations and prior to construction of permanent drainage structureA 10' #AW. �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - temporary drainage control should be provided to prevent ponding writer and damage to od j�xwt 5, ON GARGE SIDE) \ I rOP 6F Q?A 7T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • ertie& ADJACEIV N I mop TO STREEHOM 5 MIN. � \ y � PROPDSED aGIAES. - - - - - - - - .2.-1 UNLESS 0175rER1MSE" MOTFD. - - 15 Dust shah be controfed by watering or other approved methods. � - I 16. AN existing drain courses an the t site must continue to finction, especiall during "' I PRIOPOSLrD COyNrWRS . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 v9'e project y storm conditions: Protective measures and temporary diroinage provisions must be used to protect I FRONT \ 4 adjoining inin properties during din operations. x a " SETBACK UNE `C EJ17ST. CGM/T01L/RS_ _ - - _ - - - - - - - - - - - - - - - _ _ _ _ l0 9 P oP 9 � 9 \ ~ ' ` 17. Stablify calculations with a factor of at lease one and Nw-tenths ( 1 . 5) shall be submitted \ �� 6' TYPE 'G' CUI� � [�/TTE/P- - - - - - - - - - - - - - - - - - - - - - - - by Sols Engineer to the Engineering Department for cut and 511 slopes over 30' in wfkal height. \� .■� .� ENST. P.C.C .SIDEWALK. . 18. A Registered Civif Engineer aW submit certification of bulding pad elevations. M orae specific W \ EJI'1'ST. PEDL`S7R/AN RAMP. ' elevations are required, the elevation (with respect to mean sea level) shall be given. If an WATER '~; \ - - - - - - - - - - - - - - - - - - - - - - - - A elevation with respect to adjacent ground surface is required, the actual distance above the SERVICE . I r� Ile` odj�acentground shdlbegirro 9 5 ANN• SIREET \ ® 1 ® ® 1111 - - - - - - - - - - - - - - - - - - - - _ _ SLOPE I Il FOST. S70ffM DRAM. • \\ \ I I 19. EROSION CONTROL. AN graded slopes shaN be planted with Rosea Ice Plant at 12 on centers or another approved ground cower. Slopes over 15' in vertical height, in addition to ground cover, SEVER LATERAL �',�� r1 ENST. STGI?M DPAN /INLET. . . . . . . . . . . . . . . . . . . . . . . . . shall be planted with approved tree, shrubs, or combination thereof. Shrubs shall be planted I� at 10' on centers; trees, 20' on center, combinatlon4 15' on centers. Slopes over 4' k vertkd -- I OMPA/NAGS SWALE- - - - - - - - - - - - - - - - - - - - - - - . . height shall have permanent irrigation systems with backflow prevention devices per U.P.C., Qha►pter 10.r. TYPICAL LOT DRAINAGE _ -- PIQIA°O.SE17 SE`ME7P sERNGE LATFIPAL_ . C 20. finish grade shah be sloped away from ail exterior waft at not less than 1/4" per fact for a & SETBACK DIMENSIONSIOU I P140MSE0 WA 7ER SERWGE LA 7ERAL. . . . . . . . . . . . . . . . . . . . . . . �..�. . minimum of 3 feet. _ I f MST f71PE HYDRANT. 21. No abstructian of flood plains or na►hrd water courses slhaN be permitted SWALES, SEE DETAILS ON SHEET 2 FOR TYPICAL GRADING, DRI VEWA Y5, AND � � .� - - - - - - - - . . - - - - - - - - - - - - - - - - - _ _ . _-// � � { GA 7E VAL YES. 22. All property corners shah be clearly delineated in the lkld prior to commencement of anyBUTTFRI`Z Y VAL YE5 _ { . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . construction/grading. , � { 1NRUSTBLOff . . . . . . . . . . . . . . . . . . . . . . . _ . _ - - - - - - j► 2.1 Approval of these plans by the City or Its agents does not rel/evs the appikant and his engineer I A/R VACUUM from the responsibility for the correction of errors or omissions discovered during construction. _� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Upon request, the appropriate plan revisions shall be promptly submitted to the City Engineer for ftn 1 � 2 Plan 3 � 4 � 5 I INDICATES LOTS REQUIRING. . . . . . . . . . . . . . . . . . . . . . . . . . . . review and approval. \\ SEWER BACK FLOW PREVENTER 45 40 45 45 \ + RETA/N/NG WALL - PER sEPARA x PL1 x'11/1'T . . . . . . . . . . . . . . FM940 FLOOR FLOOR RMShO FLOOR ,L� \ � � �nav �nav Flw1sriED FcolaR ELEVA npv I - - - - - - - - - - - - - - - - - - - - - - - - - - 0.2'DIF` ,J ELEI,A77ON EXTRA DIEPIH FAOTING. &ell �s aiv res As ear ON pLAWs) As sWiiiv ON RW) As 94OW ON FLAM � \ FANS FLOOR CONTRACTOR'S NOTE ,� �, N lowSTREET LIGHT AUTHORIZED CHANGES alt USES: The engineer preparing " Uri 9 Pei 9 California Council n rfF= DiPT10NALDECK_ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ :-------- these plans will not be responsible for, or liable for, unauthorized GFF= 95' FF-(d02x1A5)- i o f � 2 I',FF= - changes to or uses of these plans. All changes to the plans must be CivN STD 4 FF 0.02 x 29.5 am M 3►3=FF 062 GFF= in writingand must be approved b the preparer of these plans. & Land Surveyors Dffir � FF-(Q02 x 23)-a33 ---0- FF-(0.02x22.5}- PP Y P P P y nmww .92 Fr -FF-0 79 Fr rfF= a= GFGFF= PLAN TYPE 1A Construction contractor agrees that in accordance with generally accepted construction GARAGE F�NMSHED FLOOR � FF- am-am FF-( � ELEVATION TYPE FF-(0.02 x 2a5)-OM FF-a52 FT practices, construction contractor will be required to assume sole and complete responsibility for ,� m_FF-0.43 job site conditions during the course of construction of the project, including safety of all persons California COUnCII �fF--0.74 FT and property, that this requirement shall be made to apply continuously and not be limited to of C PYC PPE w�AREA D1rPA/N. _ _ . _ . _ normal working hours, and construction contractor further agrees to defend, indemnify and hold & Land gurYeyorg EMS/ANCED REAR EZEVA7IAN city of Temecula harmless from any and all liability, real or alleged, in connection with the ;rw q >, , _ _ _ . . _ _ _ _ _ _ _ w :. � KEY MAP ER performance of work on this project, excepting liability arising from the sole negligence of city of CURB LINE Temecula professional. EWANC0 901E ELEVA nary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ ES • flWCk FOR ALL GFT EIEW W IMOWS F DROP IS ONER THAW SID 4 WOE% PLAN NNl MDI NEW ELEVA MIN AMO DROP AMv/tR MMER Or DROPs FROM/ FF. SCALL: 100' PERMIT: LD03- 140GR DIG ALERT RIA TE ENGINEERNOTICE , TRA r • BENCHMARK FOOTPRINT DIMENSIONS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR COUNTY OF RIVERSIDE B.M. NO.T-29-810 1-1/2" BRASS DISC IN CONC. NO SCALE DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. AND RANCHO AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THEftawffDEwv TANTS 1--800-422-4133 EXISTING UTTLITIES EXCEPT THOSE SHOWN ON THESE PLANS THE INTERSEC71ON OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TON.W. CORNER OF THE INTERSECTIN )' E. OFA 7' CHAINLlNK FENCE, 21' x 15' PL&VEM #8i�t� WO AT LEAST TDAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 43460 Ridge Park Drive, Suite 170, Temecula, CA 92590 BEFORE YOU DIG NOT SHOWN ON THESEAROUND SO. CALIF. GAS VALVES: 40 N. OF P.P. (NO.1)94 N. OF THE PLANS AND IS RESPONSIBLE FOR THE PROTECT] 909-695-5596 FAX 909-695-5597 CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS WTNESS POST SET 1' OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES W. OF MONUMENT. UNDERGROUND SER'M ALEFT OF SOUM M CALIFORNIA CONSTRUCTION RECORD DA TF BY REVISIONS ACCID DA TE BENCH MARK SCALE '• Q1,°�ESS/ A Design ed By Drawn By Checked By a CITY OF TEMECULA w D,rg• No a W VM Recommended By. Date. DEPARTMENT 0�` PUBLIC WORM Contractor ES Horizontal PRECISE GRADING PLANS r+a SIM4 s" 03 PG Q Inspector AS SHOWN R. Exp. os-3o-as � - �� Accepted By. MR. RONALD J. te. TRA GT NO, 23209 * * � PARKS, R.C.E.R.C E: � A er ica/ sy. C r v w, �� To, DEPUTY DIRECTOR TOR OF PUBLIC WORKS __ TFiOVA TO Alpe GbnINI�MIf ARNOLD L. WH/ R.C.E. NO. 5 7014 - ===== _ NIA MINI� p f�� PRAM 5 = Lai`NOT W TI-M 54 AND Thi T>-M 85 Sheet 1 of 3 REGISTRATION EXPIRES: 06.30.D5 R.G.E. No. 19 744 Ex ares. D9�--30--05 �. IN THE Cl TY OF TEMECUL A, CA. PRECISE GRADING FOR: PROPERTY LINE NO, GARAGE to FRONT SMACK Of VARIES VERT. CURVE PHASE 5 • LOTNO'S 52, 53, 54, and 10' PARKWAY MANSI TION, k• 0 ip " 1 23209 TRO VA TO DEWALK MAX q t 4X i I 1 ! \ STREET f 1 }�, I I ISOLA TION "NT -.-�--.- _ _.. _.___ .. � -� t_1' 7 T 1 1 MATCH DRIVEWAY ;, ,, 8 _._... (EXPANSION) _.a • ,,, 1 1 GRADE E ON P .z 1 i r 1 J 1 _.; PAD=1311.5 , , ..__ ._ . ._.__.....__•________.___ .__......_. .____ I 1 ?� ` , TYPICAL DRIVEWAY SEF PHASE 6 1 __._..._.._._.... I Q I I i N.T.S. a, a t I 1 115.67* 1 J 1 ~` PAD=1M31 . I I ! I t ! w1296.6 1 J I : Ft 1! ' I o , . I P 1 7 I _ _ 1 a 1x AIfN. °� 1 - AD= 3D .3 I PADA r--"' w 2 -�- ^ 1 i I 1 3M1 1 x� .6x N. I I 1 ! R _.: _ � s 1295.74 1x �, 1297.0 �� 1 1 ! 'P I I I 1 _ + yy. FG - 1 swALE SWALE I -r , FL 1 SEE` PHASE 7 �- F : � 1 II \ I ' 129.5-221297.1 FG 1297.5 j 1 I 5' AVIV FG 1 \ 0.58 I I i t ER 1297.3 �_ 1 4 A//1N. 1 MnV 64.59' 1 FLAHP g ;_.....__._.__.__.__..._ r� 1296.78 Y / � 1 _ I 4AR o' 1 1 1 1 2.1 �� ! m 1 I 1297.3 aroE , _.. 1 296.4 .� 1 1 1 1 1 I 2.•1 SLOPE Y ��s'` ''', N FG o, FF=1297.!7 FG I 18 MIN. 'ZOPE 'T�a�• I PAD�1297.3 I 1296.3 1297,o I 1 1 42% 1 � "----- 1 _•.I I I � ���i 'I FL I FL I 1 1 ,. .; 1 x �AX•� . I : �2 MIN. 1x MIN i'. 1�9 1 1 __. _..__.. _,_._.._ .;•. .• .:_ .._... 1293.d - ti`s►V `° �Ca 1294.7 0, \ -- 115.68' G .._.... __.... �\, -- A .. I FL/PIP N '" o FL/hIP cv ,►, \ i' :��_�..� �_� .-.�_ , L-U ...__._. _. ._ --__ _ _.. _. _ - r TYPICAL j- SWALE=SLOPE ........... ER 1 t �, 294.5 t _1_. ! V ;w -�, NOTE. 1294.4 F 1 Y ` __.._..� 0 .� FLAP `° 1294.9 `� 51 _ .__.. _.__ 1 _-_ 1 - - �. PLANTSLOPE Fort SLOPE �' OR LESS, PUwr& 0 ! _._ .. Q� I 6• 1294.D FG �J 15' �`��s`s f1� Al/N. 4 ...__.._ __ !._._ _ 1 :a RRicArE SLo�E 5' OR qzEAamore TO k I 1 FG '2 •g -- �- _ I 1 /f WSPEcnoN i 294.D o 1294 V FG 1293.5 ._ 1 '9 J 1 , 4 4 1A FL .t 10 FF 129137 - 6, -moi 1293.82 1294.6 1 C1] 1CR , 1295.2 ! ! I PAD= 7 1294. oF 1293.4 1294.6 1294. FG G FL fF=1294,47 I FL o "� I '� (�8�O I PAD=1291a 5' 3BR I FG I •�I 4'N-- -- ��.,� 1293.69 M 1295.7 _ r ; i PAD=12929 i 294.1 = 1294.1 5 '� ••9� ��, FG 43x ! 4 z FF 129507 I FL cry ! ! 1B FG 1295. w ! I I w PAD=1M,$ -`- LCJ �; FF=1Z9Mf 17 5 N z 2(5) z 4 4' ;, _...._.__.._......... - ,J PAD=1295 �P _ s ER w 1293. ! ae I z 14 VARIES 1 1293.6 ,� - f-_._....._ _.... -- I d , 2.d �4, I FL �I FL/( I ! ; •f �.- fit' Bb{� 1295.7 10 `c w ' /;- . I a 1292. /GB /GB I 10 1293.7 ` CA 1295.5 FG °O N 4 I I 1 w I I f I �/� 1292.9 1294.2 293.8 : � ! Ex►sr. 1.ox �.. fl/[ ;. o, FG , 1294.5 1295.1 I ! RN. FIR. ELEVA 77ON MIN. GRADED PAD _.__.._._._ _•__..'._... ... I 1293.5 FG 1293.6 I FG FG 1 ! 4 f ' STEP j 294.4 FG G9 =�29�2s 4 0 1294.1 1 F 12' ,�, �;:� 1 ��,9 �n 1 _ �- k 292..36 _� •�'� _� 1 x MIN. , - r I �+ 4 N FG � i �S8 �/ i � . . 1 I 9 • a, cr3.3X ,� •j, i '`� 108.11' F� 1 , 0 1291.15 �� 4 1291.95 f29Z.20 `� ' i-=----i COMPACTED FILL w -1�- f� FG FG FG ij.T� ; '` �` I I :::= GRADE TO DRAIN H.P. SWALE fir-- I _ �' FLOW-WE C 6 r 6D.5Q1-7 �--,► 1291.31 1291.T9 "� ! P�' W-WE OF 1x SWALE !- PAD ELEV. S: I FG 64.50- - ....�I �� .. '� �..-_.._.. _._.__...1 ___ _ _.._._._.____- / s...., S. FG 00 ; l - x; , • ' ,��'1• ALONG SIDE YARDS . ., 1G _ TYPICAL PAD FINISHED GRADING ° 1i ..._....,. 1 01 't ,� o tkti k 0 1 l 1 1 _ do ti '�• C� �, r ,..... ADS 295 1 f • 1 •w,r•r t 1 i . ._._.•-.. ..........•.._� +{ s tri f n t f wrr i t - r _......_ .__4 , 1 1 1 t I TA ---------_.____..._....._..-._....._...._..__ate�� 30+26.91 ^� . -' 32+2536 ! \ :. ...... .__..; ► ;' RIM 1292.63 I \ RIM 1294.75 ► CEBU \ 0 10 20 40 60 i r ! i '• f.... ..... ...•.. PADar12916 , PAD=1=1 r I I I I I II PAD=1291 Y- PAD=12M.3 ! I , I ! I GRAPH/CAL SCALE ' I PADw1294�4 SEE SHEET 3 PERMIT. LD03- 140GR IGALERT PRIVAM V4QffiM!5 NOTICE IQ THE CONIRACTOR:- THE EXISTENCE AND LOCA TION OF ANY UNDERGROUND U71U nES OR DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NOftamcTDEwmCbwmTjom 1-800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO P1A2�� � �����'� � Sim=� AT LEAST TWO DAY'S PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 43464 Ridge Park Drive, Suite 175, Temecula, CA 92594 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PR07ECTI 9D9-695-5596 FAX 9D9-695-5597 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORMIA CONSTRUCTION RECORD DATE BY REVISIONS ACCV DAT BENCH MARK ' ROIESS�o Designed By Drown By Checked By g QF TEMECULA Dwg. NoSCALE Q �� Recommended By.' Date: CITYDEPARTMENT of PUTBUC WORM ��40 10 L wy �y VM 1JM ES Cmtnxtar Horizontal , PRECISE GRAD/NG PLANS PG- Na S7M4 �' a3 0 2 ate.- Inspector AS SHOWN �_ � Accepted By. Dote: E' Vertical * * SZ�'1 �3 MR. RONALD J. PARKS, R.C.E. � TRA C T TRACT NO. 23249 DEPUTY DIRECTOR OF PUBLIC WORKS .� ARNOLD L. WHITE, R.C.E. NO. 57014 �, -.. T191DVA TO c���F it D9-30--D5 ,.fieea. Sheet 2 of 3 N/A REGIS TRA T10N EXPIRES: 06.30.05 R.C.E No. 19 744 Expires: .„� PHASE 5 : LOT NOIS 5Z a 54 79 ad 80 IN THE Cl TY OF TEMECULAY CA. PRECISE GRADING FOR: PHASE 5 LOT NO'S 81, 82, 83, 84 and 85 C�D PADmIM.111i PAD=1294.7 PAD=1292.9 i i I i M ? PAD=12W.4 'J PAD=12915 ................ ......... 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FG 1292.1 670 FG ro # 1292. 1292. 119 J, f GFF=129J.98 FG FG 0-4?5 \1294.2 1293.8 2927 FG FG OfTaw 1294.16 1294.6 FG 1293.6 \1294.1 FG �o FG 129J.6 z - 10 ZZ 6 1294.0 50 1b1b -4 _1 V.- 1294.0 1295.0 FL 49 lot ES 2(§'P) I FG 60 ; 4se.- 4 _j 41- 1294.1 �00 2C I FL (01 1 i 1 1294.5 1294.1 PADS 1291.8 FL FTm IMI 07 1295. i PAI)=1294.4 9 12 4.6 1294.6 CE) FG I ; C I J -oj 5' FG ER lot 4 4.5 1 3AR 0 FG x 129 - IBR 1294.5 iX FL A% I 1294 FF=129157 FFw 129&97 4 .4 ft FL FLAP L J 1294.9 PADwj2q&3 1294.6 PAD= 1295.1 O4 P 1295.0 FL FG 1295.0 FL 1295.1 OP FL 1295.5 I I ' I 10� FG ER - 12955 ER FG A 1294.9 FG FL HP 10 1295J MFO 50 Q G 95 122-26 40 G 62' 4.55 N 83.16 .......... f� / CA P�'jjj 21+00 ............. ---------- 20+001 N.- 17+00 18*00 0 10 20 40 60 19 00 19 r. M GRAPHICAL SCALE A AHERN PALACE L ................ _-._ _ .............. DIGALERT .-PRIVA7F ENGINEF-RPS NOTICE TO nqE OATRACTOR: PERMIT: LD03-- 140GR %FAAPVAI� %A^AAAAAAA1VVV%?VVV%AAAA06 • THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOW-EDGE, THERE ARE NO 1-800-422-4133 EXISTING U77LI77ES EXCEPT THOSE SHOW ON THESE PLANS. THE ROMcDEffav CO1VS[ILmQm CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO ftaam # ERMFAMMNM* Emxamw * SURWIM AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 43460 Ridge Park Drive, Suite 170, Temecula, CA 92590 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION 909-695-5596 FAX 909-695-5597 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONSTRUCTION RECORD DATE By REVISIONS ACCID DATE BENCH MARK SL4L.. OF SS Designed By Drawn By Checked By Dwg. No. SCALE L Recommended B . Date: CITY OF TEMECULA DEPARTMENT OF PUBUC WORKS ES VU eon ftctor Hon'zontal co R� 0 aas � PRECISE GRADING PIANS Inspector AS SHOWN WPG - 03 EAccepted By Date: MR. RONALD J. PARKS, R.C.E. TRA C T NO, 23209 TRO VA TO SE S+ LL_ 4b Vertical Cle!�_%4 !L lxjs�e slvenkcn TRA oT NO. 23209 %f>, C10. 1% DEPUTY DIRECTOR OF PUBLIC WORKS 'C ARNOLD L. WHITE, R.e.E. NO.- *57014 MOVA TO NIA MAL REGI STRATION EXPIRES: 06.30.05 R.C.E. No. 19744 Expires: 09-30-05 8 Sheet of 3 PWaF 5 : LOT NO'S 8t 8Z 84 84 wd 85