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HomeMy WebLinkAboutLot 68-78 Precise Grading IN THE CITY OF TEMECUL A, CA. GENERAL NOTESi GRADING NOTES 1. SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. 1. All grading shall conform to the 1998 California BuNding Code, appendix chapter 33, as PRECISE GRADING FOR: 2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798. amended by Ordinance 99-23. 2. Minimum bufding pad and drainage swale slope shall be = 1% Drainage twvles shah J. ALL FRONT, REAR, AND SIDE YARD DIMENSIONS ARE PER PLAN. be a minimum of 0.2' deep and be constructed a minimum of 2' from the top of cut 4• SETBACK IS MEASURED TO THE NEAREST VERTICAL, PROJECTION. or fill slopes. TRA C T NO,& 23209 TRO VA TO 5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE. 3. MoxIrnum cut and 111 slope - 2:1. NO'S PHASE 6 L 0 T 6 LOCATION OF SWALES SHOWN ON PLOT PLANS ARE SCHEMATIC. 4. Provide 5' wide by 1' high berm or equivalent along the top of all ffl slopes over 5' high. 7 SEE ENGINEER'S PLANS FOR LOCA TIONS OF UTILITIES. I Y A P&OA RAI I AM 5 All din shall be done under the su erylsion of a competent soft engineer who shall / - """'� ® g NO DRIVEWAY SHALL EXCEED 1416 GRADE, WITH A VERTICAL � g P P g �� �AIM CURVE AT THE GARAGE. certify that all All hos been properly placed and who shall submit a final compaction report for all fills over 1' deep. I I � � � 1 9 EACH LOT TO BE SERVED WITH A 4" SEWER LATERAL AND 6. A registered Clef Engineer shall submit to the City of Temecula's Engineering Department A 1" WATER SERVICE, UNLESS OTHERWISE NOTED. a written certification of completion of rough grading In accordance with the approved r 1 f 10 FENCES AND WALLS ARE NOT PART OF THIS PERMIT. grading plan prior to issuance of the building permit. Certification shall be to line, grade, elevation and location of cut M slopes. I 11 FRANCHISE UTILITIES I.E. GAS, ELECTRIC, TELEPHONE, SHOWN HEREON 76 7. Provide v brow ditch, designed to handle 100y Storm flows, along top of cut slopes. ARE SCHEMATIC SEE FRANCHISE UTILITY PLANS FOR CONSTRUCTION_ I / ® I DETAILS. 8. Final compaction report wN! be required for all fNls greater than one foot. 7 i TO R1III �9E 12 FINISHED GRADE WILL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 2X TO A SWALE 4' MIN., AWAY FROM BUILDING FOR SIDE YARDS AND 10 FT. AWAY FROM 9 All din shall be done In conformance with recommendations ( I ; TO CDV�ANA BUILDING FOR THE REAR YARDS grading endotions of the preliminary sots � I Investigation by NorCal Engineering dated June 6, 1997. Two sets "No. Now of the final compaction report shall be submitted to the Engineering Department which ( r shall include foundationdesign recommendations and certification that grading has been I ` CALLSSTA I 15 �U done In conformance with the recommendations of the preliminary soils report. �--r I I ��fO Hot Spr�9s Road LEGEND I 10. The contractor shall notify the Engineering Department at least 24 hours in odvlance jMP,ROVEMENT STD. DWG. N0, SYMBOL requesting finish lot grade and drainage inspection. This inspection must be approved I ray prior to bu►7ding permit final inspection for each lot. �.. I �• G .71I SU8D/N570W BOUNDARY Engineering Department Phone: (909) 694-6411 I £AS�"{i/£NT tmr, 11. Cut slopes equal to or greater than 5 In vertical height and fill slopes equal to or f ® �4 S FIN/SHED fZ" EZEVA77OW F.F.= 259.1 greater than 5' in vertical height shall be planted with grass or ground cover to protect - / I Road a. GARAGE FACE ELEVA7IANF.F. 254 the slope from erosion and instabr7ity in accordance with City Development Code Section 17.06 � prior to the approval of final inspection. �011fLOT NUMBER (124) i .~�' I ® I o ® = 12. No ffl shall be placed on existing ground untN the ground hos been cleared of weeds; anch° PAD ELEVA 77OW PAD R�� � I � � y debris, topsok and other deleterious material. I I a Q f7N/sH GRADE FG W FS13. If steep sloping terrain occurs upon which fill is to be placed, the terrain must beI I I I % FINISH SURFACE -- cleared, keyed, and benched into firm natural sof for full support. Preparation shall be © �-C ® a fZOW L/NE Fl - approved � I approved by o Registered Engineer prior to placement of nil material. I `� - 1 I I STA TF ROIU7F 79 ® � � 14. During rough grading operations and prior to construction of permanent drainage structures, �. LJTOP OF GyPA>F TGi temporary drainage control should be provided to prevent ponding water and damage to adjacent �` PROP057D .9OPES 2:1 UNLESS 07HERWSE NOTED properties I I ® 2 y y 15. Dust shall be controlled by watering or other approved methods. ® 7O SAN DIEGO PROPOSED COW7WRS 16. All existing drainage courses on the project site must continue to function, especially duringI I ® I EAIST. COVrOURS storm conditions. Protective measures and temporary drainage provislons must be used to protect I I I I adjoining properties during grading operations. I I I I LOCATION MAP "6 TYPE ,G, CURB & G7J77FR I 3 17. Stobfity calculations with v factor of at least one and five-tenths (1.5) shall be submitted L "'"'"' �"' NO SCALE EXIST. P.C•C. SIDEWALK 31 by Soft Engineer to the Engineering Department for cut and fill slopes over 30' in vertical height. r Y r ® EXIST. P£DES7R/AN RAMP 18. A Registered C14 Engineer shall submit certification of bufding pad elevations. Where specific I I ® ® •1 -Lamm Lr •- -,_, - elevrations are required, the elevation (with respect to mean sea level) shall be given. If an ® ® EXIST. TOP'SM DRAIN elevation with respect to adjacent ground surface is required, the actual distance above the � ® ® ® ® adjacent ground shall be given. � EXIST. STOYPM DRAflN INLET 19. EROSION CONTROL: All graded slopes shall be planted with Rosea Ice Plant at 12" on centers or / ® DRAINAGE SWALE another approved ground cover. Slopes over 15' In vertical height, in addition to ground cover, -- �- shall be planted with approved trees, shrubs, or combination thereof. Shrubs shall be planted ?• at 10' on centers; trees, 20' on center, combinations, 15' on centers. Slopes over 4' in vertical CftJ artREET EXIST SENER MANHOLE height shall have permanent Irrigation systems with backflow prevention devices per U.P.C., Chapter 10.r. PROIP099D SS" S£RNC£LATERAL _ " N ^� PROPOSED WA 7ER SERWCE LA 7ERAL 20. Finish grade shall be sloped away from all exterior walls at not less than 1/4 per foot for v I r� minimum of 3 feet. EXIST. f7RE HYDRANT 21. No obstruction of flood plains or natural water courses shall be permitted. KEY MAP, GATE VAL I:ES 22. All property corners shall be clearly delineated In the field prior to commencement of any SCALE.' 1'r 100 BUrIM Y VAL ID'S' construction/grading. 23. Approval of these plans by the City or Its agents does not relieve the applicant and his engineer 20'MIN THRUST BL Om A from the responsibility for the correction of errors or omissions discovered during construction. Mull M0 2 Pkn 3 Plan 4 Plan 5A/R VACUUM Upon request, the appropriate plan revisions shall be promptly submitted to the Cit Engineer for # s �� �- review and approval. y g Q' AD ELEV.E INDICATES LOTS REQUIRING SWALE 1% MIN. �� �P SEWER BACK FLOW PREVENTER 45 40 45 45 45 ------ �N/ D �OqR DIED �OpPV.FAVSHEFLOOR 10' MIN. RETA/N/NG WALL - PER SEPARA TF PERA//T As VAON� �s W RAND) AS srroMrN ON�1 As SWNW Ora R-AM) - ADJACENT 5' EXTRA DEP7H F0077NG 0.2'DIF o �np� L -1 o TO STREE 5' MIN. HOM CONTRACTOR'S NOTE "� °"" °'" ' ti i �-LWEto 1 �S ! - STREET LIGHT UNAUTHORIZED CHANGES alt USES: The engineer preparing '� ' FF-0.o 445 California Council �= 9 5 sA I FRONT OPTIONAL DECK these plans will not be responsible for, or liable for, unauthorized GFF= .35=FF-Q62 changes to or uses of these plans. All changes to the plans must be Of C" E errs STD 4 FF-(0.02 x 29.5)-x0.33 FT-(o.62 x 23 033 2X ( GFF= )_ k SETBACK LINE DROP -oFF--0.92 FT T �� FF- 002x22.5 n in writing and must be approved by the preparer of these plans. & Lund Surveyors FROM 079 GFF= O..�fF--0.78 n F C GARAI FwVIs�IEO FLOOR= FF-(o.ow 5)-0.33 FF o o�x5 PLAN TYPE I A Construction contractor agrees that in accordance with generally accepted construction FF-(0.02 x 20.5)-0.33 -FT-0.52 FT ( `L practices, construction contractor will be required to assume sole and complete responsibility for =FF-074 FT 033-FF-043 ELEVATION TYPE California Council and property, that thisgre requirement.shall be made to apply c ntinuousl and not be limited to Of C E s " PVC PIPE W/AREA DRAIN site conditions urn he course of construction of the project, Including safety of all arsons q PP Y Y � WATER C\ normal working hours, and construction contractor further agrees to defend, indemnify and hold aC L.dlld $LN''VeyOrs III, city of Temecula harmless from any and all liability, real or alleged, in connection with the SERVICE STREET ENHANCED REAR EZEVA110N ER performance of work on this project, excepting liability arising from the sole negligence of city of CURB LINE 5 MIN. 5 MIN. Temecula professional. + TYPICAL FOR ALL GFF ELEVAMM F DROP IS OMM THAN SiD 4 NNatS� PIAN MILL PRONDE NEW EEVA77ON AIVb DROP ANDIOR M&T R OF DROPS FRW FF. SLOPE ENHANCED SIDE EZEVA 776W E' z 4" SEWER LATERAL PERMIT: LD03- 269GR BENCHMARK FOOTPRINT DIMENSIONS CID, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR COUNTY OF RIVERSIDE B.M. NO.T-29-81, 1-1/2" BRASS DISC IN CONn DIG ALERT oc N0 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 TYPICAL LOT DRAINAGE Cr 1 -800-422-4133 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE & SETBACK DIMENSIONS PizomcrDmrav COMUTAhM EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE n CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TOPLM04 � • • •Sv M/11� r N.W. CORNER OF THE INTERSECIIN 1 E OF A 7 CHAINLINK FENCE, 21 x 15" CA 92590 v AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 43460 Ridge Park Drive, Suite 170, Temecula, BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTIO AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.1)94' N. OF THE 909--695-5596 FAX 909-695-5597 � OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W. OF MONUMENT. ' ADJ. DA TED ELEV. 1128.410 CONSTRUCTION RECORD DA TF BY REVISIONS ACC'D DA TE BENCH MARK Designed By Drawn By Checked By Dwg. No. .C; SCALE QRpFESS/ . �z ro/ CITY OF TEMECULA M k� VM VM ES Recommended By: Date. DEPARTMENT OF PUBLIC WORKS Contractor Horizontal ,��� ` , �71y - PRECISE GRADING PLANS In ector AS SHOWN No. 46692 � i 3 PG- Q 1 SEE ABOVE . Accepted B Date: °M_30-0� p YR.C.L. TRACT NO, 23209 Vertical MR. RONALD J. PARKS, „� .� • • i AYN� ■ \ MES KIL E, RCE N0. DEPUTY DIRECTOR OF PUBLIC WORKS �r MOVATO NIA06-30-07 4fifi92 _ � I �'�` R A TION EXPIRES: 06--30 0 7 R.C.E. No. 19744 Expires: 09 30-05 Sheet 1 of 3 �+•� "SE6 : LOT NO'S 68Thai!78 IN THE Cl TY OF TEMECUL A, CA. PRECISE GRADING FOR: WWWWO10 PROPERTY LINE GARAGE PHASE 6 70, 71 and fRONTTRACK VERT. CURVE • r . 69, 10' PARKWAY VARIES TRANSI TION ff:�W� i 40 2# 2 DEWALK Q 14x MqX .. STREET N L MATCH DRIVEWAY ISOL.A lIOrV JOINT �" o _-. _...._.__._._______..... ......___.__._....._.......-._....._.; \ 1 GRADE EXPANSION J <R �� TYPICAL DRIVEWAY I I N.T.S. /10F I PA0=13'16.6 I PA0=13111 \ PADw1321.2 `fox ' 71' ...... ..._.. . G Ail94. 74.42 \ / - 65.00 y 2:1 SLOPE 2:1 SLOPE ------ � Y 2:1 SLOPE .,_- L- .. ------,._..._� \ / �• `� Y 2:1 SLOPE . .... ,. _....._T /Fi Ij . ............ � I �� SWALE SWALE s �� I l $ _^ 5' MIN. L ____....___..._M ... 4' MINI 1' 5' MIN. ev If �,` �+ 1309.5 7 > > J __.__R_..._.-___. ..._..__._ ..__.... __.__.____.......___... ......_...__. r 6"MIN 0� � �,l o •5 -- I .- � tip, 1 f 7 � �� ,� 76 l - 1313.4 I fZ p 1` FL Pcl 18 MIN. EA 178 I - 1315 , � 13151 � , a... l 1309 7 I 1313.6 19.5' I •- f`G �0 �� l _ "` C� 00 G I I 1313.6 I 21x MAX') o, 309.17 1 FG 2G'/q 11011 �o \�' 1 + ,_ 1320.66 TC . I l 1309.17 1 ``� 131 1313.0 I fF�1 `�' �� ,�c� 1� I I '� /\' �.. 132 � MI 1A,q I ops 69 FL F �1 14.9 ,�I �- N, 'sem �, d . 016 ...� `"� z 1 4 p 314 •- 7 ; �r ' 1,�pys ►17 ,t B ,4 ' 13141 ,4 �4rf ;, - TYPICAL SWALEwSLOPE FF=131�07 5 4 j 23 / ��,rj PAD=13134 11312.6 1 1 I 1314.1 � 0% i� 1 '� � 1320.92 TC ,�Q � � / 1 - I I 314.7 1 id, � �� ,� - I 5, FG �, .�, 's 1 X32 / ... I �, F �? a`', 1320.42 titi ti '� °� -�� NOTE: / .� 1,3�q 56 5' , arm I 13142 1 ���> >�� 1 c t �' ., o •s� 1. PLANT SLOPE FOR SLOPE 3' OR LESS, PLANT& 1 t �'[ 1 1 2(6) 131,E45 I FG '�� '�� s 1 !, ry E '2 R►cATE SLOPE 5' OR GWAMR MOR TO 56 I - - 1- - 1 T+ - AeF� ��1• '�� '`� 1315.7 1 �vsPEcnav _ 1� 1,3091 r I- � 9 �, � .��,85 fG 1 1312.1 i 131 .9 �s o 1313.48 1p� + ( I FG f1 GB � FG N 1 1313.19 °' "ti `� `� '•�� �'- ,��1 !: / pID 1 1• 1312.2 �► "� '� .� ,r I � � FG e• � � s I 06.75 N s 6.6g'` ...� .�, ,,.o J � `t;'+, �- ` .-;� fir. k• FG '�' 35� ,u'` '. �i�.c ,�o '7 __ 130?80 fix' 33• F, 4.63'1 FG� , -�_` .► FG ; G FG ✓ ! 7 L: 17' 1809' L=26.20 ; p fr MIN 20.9'f '; lotVARIES " J f 1 WATER �� j E c� �'� �'�' ��• o :; �k' FG 1314 77 1 ... PAD=1324 5 r w I o p ' + _ � �6 3.�9 TG 15.28 EXIST. 1.0% FlH. FLR. ELEVATI cr o a+ w r. 13 Z9 F1- �,. �'�/ 1315.3 �� STEP ON GRADED PAD _ �,, al►.... .�. .N...._._._ w. .... c ..��,_._�._..... _ !".. 1313. F 1315 8 MIN. 1 00 1 , • hyo ,�. ryh k �, ! '■ o� I .__.. I.'.._.. 13 g3 � 29 FG w FF, �. r � �x h h hx ..._ 1 4 36+00 37+00 . .._.._ - c �`'�-.��+ 9.89 1313' _ _..._.. 1 .� �- 1315.5 „T � f i= i�E _ I ,�. �•� ;�. _........_... �,.� I 1 f i ,i ' 13. 6 - ' . 13 3 . 1 3 Cly ti �► h � ..�_.�..`�,._._-. ...... W..._. _. ...._.... ..._.___. _.. -:.�._: .�-.,,� .- 1 -_. ._.... � 4" fF;13 1 � H.P. SWALE- COMPACTED FlLL PAD ELEV. ry�°�• h0 hry I o h 8 SEWER M 1g _.. FG ® '� , p, 13.27 1Q� 1 Z �' . GRADE TO DRAIN ho�k• f w h• 3�+56• :Op 3�:p ' pV�'t .' 1314.07 1315.p 15.6 �'* FLOwLINE OF 1% SWALE �� 1 �� OA ENA LANE 1 FG N FG 1 '�• ALONG SIDE YARDS RSM �- ► 1 �; �� o I ` + 13,8(`,T ''', 131485 1 FG I �� 1h 13 •30 ? FL GB 1528 --�-_. o1313 FL I 1 1 � TYPICAL PAD FINISHED GRADING 1 \ n i I '�� ��+ 1�•MIN. 1 i 1 1 n , I `� r;a I 7J ` Q 1 ci� I rI I PAD=131a6 T I 1 �� I J GRAPHICAL SCALE IC I • � 1 I a 3 PERMIT: LD03- 2� 9GR C PRI Y M ENGINEERS NOTICE ,jO 1� E CON MA C M& I (r. DIG ALERT C" 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 KNOWLEDGE, THERE ARE NO PR0=DmmCbWMTAQM 1 -80�-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE Cr CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO �A�3 • � • •ate` i AT LEAST TWO DAYS PROTECT THE U71LI TIES 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 ACC'D DATE BENCH MARK ' Designed By Drawn By Checked By Dwg. No. SCALE QRS SSS/ Recomm en ded B . Date: ! CITY OF T DEPARTMENT OF PUBLIC WORKS wo M ,rr, V1U V1U ES Y Controctar Horizontal y� ,� PRECISE GRADING PLANS Na W92 11-4 v3 PG- V F..+ Inspector � Sy IffT 1 AS SHOWN EV oa- 07 �, Accepted By. _ _ OR TRA C T NO, 23209 TRO VA TO Date: a .,:� TRAC T NO, 23209 j Vertical ' r �� DEPUTY DIRECTOR MR. RONALD •OF PUBLIC R.C.E. Y ,y A*Car�prld '��r�. ciVi� ` WMEM. K/L RE, RCE NO. 46692T1�C)V,4T0 � ��� �r�;•�:�:� :: Sheet of N/A TRA TION EXPIRES: 06--30�--07 R.C.E. No. 19744 Expires: 09--30--05 �,,,.,, PrMaE 6 LOT NOT lad, 09, 70, 71 slid 72 � 3 IN THE Cl TY OFF TEMECUL A, CA. PRECISE GRADING FOR, • LOT NO'S 73, 74, 75, 76, and OOV PHASE 6 "-_-A y y ~"•~'" I y y y 1 y y _ r _> ydopw y => r\ �'rr r r. ••`tom,..,,.. r r 7 owl wI PI woo 2:1 SLOPE ovop TRA C T NO23209 TRO VA TO 76.85' 110.00' - 73.007300' 73.00' 70.00' �� ,��, o I ��• 1 w moo• I I - 1+ I LZ R. I ,.. 4 1313.6 6 I N1 1314.4 -- -- }••- 1 1345.5 1 1301.2 1 CL � I Fl P I FL P � I FLAP 1 - I ---- n7 2 -- I FL P I -- -.. / I 1313.8 ER I 1 1310.2 ER 1310.2 I ....._ / 1314.59 1 FG 110. FG FG 119, r - - , 1313. • h o 74 � I 1309.67 76 1309.67 14.0 46. I 0� k, / 1313 27 75 FG I FL I 1301.4 1301.4 1 �''� �' •• / / 3Ci "'� I IONFL 1313.2 I �' 4CR - I 1345.7 ER 1305.7 I I FG I ER FG / / �► ` 1��57 1B - 4" FF=1310.87 FG I z• �,_, 78 1344. I: 4,g .� I ,� f l o I I FG -� 130Q (2D y v k FF 131 FF 1314.27 - 77 1305.2 FL 1 Q / o. 1 -t 5 l�►� I �.. PAD=131Q0 ,� 3B I I PAID-43116 I o 4 .� I 1305 ._ 1 I PAD=1297.3 •D I 5' �t N 1 it 1349.5 � 1 � 2 I � I ,�'F`=1341.47 � I / I Bw I FF=1304.17 4 I �t AD=1301.2 U I ,est h�° 5 \�a 1 14,1 I --- -- 5, I FG I b I PAD=1345.5 BW I I �r y GB 1314• 4 �!I 2(6 1 4 L_ (2�6 01 1 1 I �! I s3 k �' ,3 GU I --� - - -- 1304.7 8 cls � 14 F�-� � .-I � .� 4 - 1 13 ..I z 1 4 .•_I 1 1 . I �� b /N ��` 1�1 FG 4` 1314.6 1312.66 1 1312.6 64 I °� 5 101 I FL GO I 1304.9 I 4 y'3`��'N�' ` ,,��k � p 1p :1 FG � �I FL GB I F1 GB I J i�09. � r I 1304.2 I 1305.3 �.� FG f �h• 6' 1313.0 v �, 1308.8 TFG = 4 1340.37 / v �. FG 1313.2 1 N 10. 1 FG 1 F1 GB 1 / Q f a a, ti� GfF=131.�53 FG 1 b 1308.9 ;- 1 GFF=I5XMK 1 1300.45 1300.9 I 06 I I N FG / h• �r� 1 13• / 2. 15.4 1 . a . o1* FG F1 GB bit IRI v \ FG `�' "� / -� 1302.74 / � 8298.29 a3 - 6. / r '� 13.39 -^ 311 4 ` l / .� 40 51 / o / 1 .8 �� ` �,!► ��� 13 I o w / 147.63 i. / �t 1315 y •s L= 0' t•, ,� / FG 2.8�= -� / ��,�. 3b3.81 �r �"" / �.� p 1299.15 r / A,(FG h 6k .� 18.8,3 1311.99 -� � 1"5 F G 3F /N I► 1 . ♦ �'�. c c / r X1308.56 . .)L=45-Do# / 66.43' =>,� I - 70..04' l r� . -. / .59 � FG� CAI �• o. .17. ..: L=2s.2oNJ 16.29' L-6.5T �+� w� , 41 Y f 2,55 L � ; Vi w � V, $ , °' o f. r r ,,� O N h �•y0 ,� '� "' ti .., o� �o , ► ,�. o 1 '� - - n ^,^,. ►ti . '� o ...... .................... _..v_.. �o s � 0034+00 .T ti � ry 1 FG _. ._. - t, s.. �... 5+06.08 W...__ .__.. _ ..... __..._�..-_.. ....._- _�:: _ _. nc' IM 1301.19 _ w _ '�. r f ".89 .._ � � . • r37+56.46 �. CARL � ------ V ... 8" WATERlb +71 , 1313, -- ,��, �� , ; , Xf r w w r I r 1 190M 190M 9L 1A A i I ^ •+ice.ter. r 0 10 20 40 60 CL -TJ LLJ a / GRAPHICAL SCALE 1'-20 r... I _ ��. . _ J 0 r PERMIT: LD03- 269GR 0 PRIVA7F=DIG ALERT 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 KNOWLEDGE, THERE ARE NO cr 1-soo-4zz-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THECbY3MTA?*M 01 CON T RA C TOR IS REQUIRED TO TAKE ALL PRECA U T 1ONAR Y MEASURES TO PLAMO p ♦ p ,�♦ ♦ai�RVEt/C v AT LEAST T" DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 43460 Ridge Park Drive, Suite 170, Temecula, C4 92590 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTFCTI 909-695-5596 FAX 909-695-5597 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES d UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONSTRUCTION RECORD DA TE BY REVISIONS ACCID DA TE BENCH MARK �� Designed By Dra wn By Checked By Dwr . No. SCALE ESS �,z,�a1 CITY OF T DEPARTMENT OF PUBLIC WORKS g e K� "� VM VM ES Recommended By. Date: 2 Col7fiwtor' Horizontal y � - PRECISE GRAD/NG P�4NS Inspector AS SHOWN W �/� 03 PG- 03 � SEE MEET 1 � �. �-�.� �' Accepted By. Date. � TRACT NO. 232D9 • •O MR. RONALD J. •�A Z Vertical * * PARKS R.C.E. _ CIVIL �r DEPUTY DIRECTOR OF PUBLIC WORKS AMES M. KIL E, RCE NO. 46692 ~••• •:•:: MOVATO NIA �frf. �a�:•: GI "TION EXPIRES. 06-30-07 R.C.E. No. 19744 Expires. 09-30-05 �.,,,� PMSE 0 = LOT NOV M 74 75 74 77 and 78 Sheet 3 of 3