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HomeMy WebLinkAboutLot 44-47,105-110 Precise Grading IN THE Cl TY OF TEMECULA CA GENERAL NOTES: GRADING NOTES 1. SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. PRECISEGRADING FOR: 2. PLANS PREPARED /N CONFORMANCE IM TH F.H.A. DATA SHEET 798. 1. All gradlhg shall conform to the latest provlsm of the 1998 Cd1fornk 9u#ding Code q*wdk 3 ALL FRONT, REAR, AND SIDE YARD DIMENSIONS ARE PER PLAN. Chapter 33, as amended by Ordinance 99-21 2. U/niFnum building pad and dhalnage Swale slope shall be = 1x Drainage ewdes shag 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 TRA C T NO,& 23209 TRO VA TO ARCHITECURAL POP-OUT FEA77JRES or fil slopes. 5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE. • 3. A�laxiimum cut and MI slope - 2:1. PHASE • LOTNO'S 7HRU 47 AND 105 THRU 110 6 LOCATION OF SWALES SHOWN ON PLOT PLANS ARE PER DIMENSIONS ON PLANS 4. ftWde 5' wW by 1' high berm or equivalent along the top of of 9 slopes over 5' high. 7 SEE ENGINEER'S PLANS FOR LOCATIONS OF UTILITIES I All grading shall be done under the supervlsJon of a competent soft engiheer who shall rO R1WR9W 8 NO DRIVEWAY SHALL EXCEED 14X GRADE, WITH A VERTICAL certify that all M has been property placed and who shall submit a final compaction TD GAO MA CURVE A T THE GARAGE. report for all fills over 1' deep. ba 9 EACH LOT TO BE SERVED WITH A 4" SEWR LATERAL AND 6 A registered Civ# Engineer shall submit to the City of Temecula s Engineerlhg Department 15 A 1• WATER SERVICE, UNLESS OTHERWISE NOTED. a written eertiflcation of completion of rough grading in accordance with the approvedMur 10 FENCES AND WALLS ARE NOT PART OF THIS PERMIT. grading plan prior to Issuance of the building permit. Certification shall be to line, ♦ f I� y Road grade, elevation and location of cut fill slopes. I �� 11 FRANCHISE U71LI7IES I.E. GAS, ELECTRIC, TELEPHONE, SHOWN HEREON � b ® � I 7. Provide o brow ditch, designed to handle 100)r Q Storm Vows; lARE SCHEMATIC. SEE FRANCHISE UTILITY PLANS FOR CONSTRUCTION CALLEalong top of cut slopes I ` A I Gr �� DETAILS. d. Final compaction win be required five aN Nis ter than one hoot. �� ® � � � I �n 12 FINISHED GRADE WILL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 2X TO A P� 9� I SWALE 4' MIN., AWAY FROM BUILDING FOR SIDE YARDS AND 10 FT. AWAY FROM 9. AN grading shall be done In conformance with recommendations of the prellmihory 3008 1 � © G � ter,,, BUILDING FOR THE REAR YARDS investigation by NorCal Engineering dated June 6, 1997 Two sets P.- 1 ( �. of the final compaction report shall be submitted to the Engineering Department whkh I �. I Read o„ shall include foundation design recommendations and certification that grading has been done in conformance with the recommendations of the preliminary so►is report. di d to N q LEGEND 10. The contractor shah notify the Engineerlhg Department at least 24 hours In advance �-- ,� 1 ® IMPROVEMENT_ SM, DWG.- WL requesting finish lot grade and drainage inspection. This inspection must be approved prior to building permit final inspection for each lot ---[ $ SUBDI NSIOW BOIUIVIgARY. . . . . . . . . . . . . . . . . . . . . . . . . . . Englne+erlhg Department Phone: (909) 694-6411 14 ` a EASEkENTLIAE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - - 11. Cut slopes equal to or greater than 5' M vertical height and M slopes equal to or ,� , ® SrA T AWTE )Y fNNISNE� fZOOR ELEVA 77ON . . . . . . . . . . . . . . . . . . . . . . . . F.F.= 259.1 greater than M' In vertical height shall be planted with grass or ground cover to protect I i �O GARAGE•FAGS ELEVA 77CW . . . . . . . . . . . . . . . . . . . . . . . . . . C%FF.= 2W4 (ID � the slope from erosion and instability in accordance with 0-di Na 457 prior to the --- approva/ offinalinspection. ` - - - - - - - - - - - - - - - - - - - - - - - - - - - � _1 ` ` 1 � LOT 11KJMligER 124 'r '-� � PAD EZEVA 770VPAD - 12. No N shall be placed on existing ground untN the ground has been seared of weeds. � � L frNISN G�4ADIE - _ - _ - FG debris, topsoil, and other deleterious material. ` - - . . . . . . . . . . . . . . . . . . . . . . . . . � DAMl3. WAY , frNrsN S7JRI�ACE. FS13. If steep sloping terrah occurs upon whkh M Is to be placed, the terrain must be I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . seared, keyed, and benched into jinn naturalsoil for fiat/ support. Preparation shoN be LOCATION MAP'� � fzOW LINE - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - OR approved by a Registered Engineer prior to placement of frTl material. _ NO SCALE TOP OF 6RA7F . . . . . . . . . . . . . . . . . . . . . . . . ` _ . _ . _ . TO 14. During rwgh grading operations and prior to construction of permanent dhaihage structureg I (�• � � I � temporary drainage control should be provided to prevent ponding water and damage to adjacent (� I Q PROPOSED SYOFFS. . . . . . . . . .2.•1 !MESS OTHERIMSF AA07 D_ ertie& 20'A�IIN PROPOSED CLINTOI S 15. Dust shall be conlnaNed by watering or other approved methods ♦ - - - - ' - - - - - - - - - - - - - - - - - - - - - 16 AN exist dlr h courses an the t site must continue to flunction iall ` I ` © ..L _ ,� EXIST. G'OWTOr/RS- - - - - - - - - - - - - - - - - - - - - - - - M9 a'9'e Proms �� 1' �9 � Lr H.P. SwALE storm conditions. Protective measures and temporary drainage provisions must be used to protect 1 - - _ V. G. TYPE .G, CURB & 6UT7ER. _ _ _ adadjoining properties during grading erations, SWALE 1 X PAD ELEV. - - - - . - - - - - - - - ' _ . .lb 9PoP 99r 9 � ® � ® 10' MIN. EXIST. P.C.C. SXDlEWALIr_ - - - - - - - - - - - - - - - - - - - - - - - - - 17 StabNity calculations with a factor of at lease one and Rae-tenths ( 1 . 5) shall be s ibmitted by Soils Engineer to the Engineering Department for cut and f l slopes over 30' in vertical height ' ON GARAGE SIDE) ` ADJACEN 5EXIST. PL�DESTRIANRAAIP_ _ . _ - - - - - - - - - - - - - - - - - - - - - MOMI& A Registered C14 Engineer shill submit certiffcatkn of buAding pad devotions. IM►ere specific .` TO STREE 5' MMI. a elevations are required, the elevation with respect to mean sea levee/ shall be given. If an ` \ � ( � ) 9 � ( EXIST. STOIr�11/ DNPA/N. elevation with respect to adjacent ground surface is required, the actual distance above the -- - - - - - - - - - - - " a0cent t ground shall be given. ` � �. � k - I FRONT EXIST. Smw DRAM AVZET. . . . . . . . . . . . . . . . . . . . . . . . . 19. EROSION CONTROL: AN sl shah be anted wlth Rosea Ice Plant at 12" on centers or N ` ^� z `` SETBACK LIVE 9 � planted •� ® � DMPA01/AGLr` SllALE- ------- another approved ground cower. 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 cents, combination4 15' on centers. Slopes over 4' in vertical PRC SED &9" SE7�NGE LATERAL_ _ _ . - - . . . . height shall have permanent irrigation systems with backflow prevention devices per U.P.C., -1 I 1WOP050 WATER SEROLT LATERAL A Chapter .r. - - - - - - - - - - - - - - - - - - - - - - - . k Z WATER �. ,��+� 4 .', • KEYMAPEXIST Fff HWRANT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z0. FI►nish grade slhall ba sloped awhy flrom atl exterior waNs at not less than 1/4 per foot liar o SERVIl� 5 MIN. STREET minimum of 3 feat. SCALE.' 1"- 100 SLOPE GA 7F VAL VES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21. No obstruction of Rood plains or natural water courses shoN be permitted. SE M£R LATERAL 6CJT1"FP1RZ Y VAL VES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 22. AN property corners shoN be dearly delineated In the field prior to commencement of anyTHRUST BLGIG7Y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . construction/grodfng. P%ni � 2 � 3 � 4 � 5AR VACUCIA/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23. Approval of these pians by the City or its agents does not rWkrae the applicant and his englrreer TYPICAL LOT DRAINAGE 1111DreATE-s LOTS REQUIRING. from the responsibility for the correction of errors or omissions dfscowered during construction. 45' 40, 45F �• �• & SETBACK D SEWER BACK FLOW PREVENTER . - . . . . - - - - - - - � - - � � � - BW Upon request, the appropriate plan revisions shall be promptly submitted to the City Engineer for 1-1 review and approval. F,S14ED FLOOR SHED FLOOR RETAINING WALL - PER SEPARATE PERA#T . . . - VA naw VA now D �� � FLoar� FOR TYPICAL GRADING, ORI VEWA Y5, ANQ - - - - - - - - - - E�EVAnOv ELEVA77ON Ffr.M FLOOR I As aN As ON curs) R R As 9OW ON PLANs) As SHOW ON PLANS SWALES, SEE DETAILS ON SqT. 2 EX1RA DEPTH F007NG. . . . . . . . . . . . . . . . . . . . . . . . . . . . 02'DIS w As SWW aN 'w CONTRACTOR'S HOTS l j 14 ; b � sTREEr LIGHT j UNAUTHORIZED CHANGES do USES: The engineer preparing FF-( 0(� -5 aM FF-(a. x 2 5 FF-(0. x .5) 1F xr OPTIONAL DECK. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 P �' 9 California Council � � � -Q� �� - � -ate -° � these plans will not be responsible for, or liable for, unauthorized of d1IN �, NISiHE �j (D.Q2 22.3) changes to or uses of these plans. All changes to the plans must be E 1 _ dQ2 x 5 a - fF 78 Gff= PLAN TYPE 1A in writing and must be approved by the preparer of these plans. & Land Surveyor* ool� _ �` FF-(0.02 x 5) -(o.D x 20.5)-a33 FF a52 FT Construction contractor agrees that in accordance with generally accepted construction FF a FT • Q33PrFF-0.43 ELEVATION TYPE .... . ..._., � practices, construction contractor will be required to assume sole and complete responsibility forAOL California Council PVC PIPE 1Y�AREA DYPAA�V. job site conditions during the course of construction of the project, including safety of all persons - - - - - - - - - - - - - - - - - - - - - - - and property, that this requirement shall be made to apply continuously and not be limited to of C normal working hours, and construction contractor further agrees to defend, indemnify and hold & Land SurVeyors CURB LINE ENHANCED REAR ELEVATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Esq► city of Temecula harmless from any and all liability, real or alleged, in connection with the • Tl'P�CAL FOR ALL GFF pfyATOY IF DROP IS ODER MAN SM 4 NML�E% PLAN WLL PIi�W WW EIEVA ON AAV DRW AA01" MAIM OF MOPS FWW FF. performance of work on this project, excepting liability arising from the sole negligence of city of ENHANCED SIDE IZEVA7XW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ES Temecula professional. FOOTPRINT DIMENSIONS- DIG N.TS PERMIT: LD03- 053GR SRI VA7F ENGINEERSi N0T10E TO THE CONTRACTOR. BENCHMARK, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR COUNTY OF RIVERSIDE B.M. NO.T-29-81, 1-1/2" BRASS DISC IN CONC 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 THE 1-800-422-4133 EXISTING U77LI77ES EXCEPT THOSE SHOWN ON THESE PLANS. THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THECbNSMTA4?*M CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO N.W. CORNER OF 7HE INTERSECTION 1 E OF A 7' CHAINLINK FENCE, 21'x15" PLANNM • ENMOONhMmm• • 8 Y/M AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUC77JRES43460 Ridge Park Drive, Suite 170, Temecula, CA 92590 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTL�CTI AROUND S4. CALIF. GAS VALVES 40 N. OF P.P. (NO.,{)94 N. OF THE 1 909-695-5595 FAX909-695-5597 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS' IMTNESS POST SET 1 W. OF MONUMENT. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORMA ADJ. DATED 9-13-82 ELEV. 1128.410 CONSTRUCT70N RECORD DA TE BY RENDS/ONS ACCD DA TE BENCH MARK SCALE Qao ��a LFEss,oN� Designed By Drown By Checked By ' CITY OF TDEPARTWNP OF PUsUc WORKSDig. No. Myer �� FAA PCH M FAA MAM Recommended By. Date: Contractor SEE ABOVE Horizontal �`�' • F yc, y PRECISE GRADING PLANS Inspector AS SHOWN w � s�4 � Accepted � PG - Ot � CS-30-05 C41q'I" Br MR. RONALD J. Date. MA CT NO, 232Q9 Vertical * * PARKS, R.G.E $ _ w Clvl� fid►`! ARNIE L. WH/TE JR., .C.E. N0. 57014 DEPUTY (RECTOR OF PUBLIC WORKSTAOVATO,^ IR-4- N/A OF MSF REGISTRATION EXPIRES: 06-30--05 R.C.E. No. 19744 Expires: 09-30-05 f Sheet 1 of 3 P f, �� PH�4�3 = LOT MD^3 44 Tf#4�147 All D �T Hg111� IN THE Cl TY OF TEMECULA, CA. PRECISE GRADING FOR: PROPERTY LINE NO, 3209TRC) VA7 GARAGE FRONT SETBACK PHASE 3 LOT NO'S7 45746and14' PARKWAY VARIES NS 71ON 2'T. 2' 00 � 1 � � ; r, � _........•�. `� � ALK 14% MAX 2x 0 44, STREET . / / (sD 1 :....1 - -� �__._._�� �.... -_ MATCH DRIVEWAY ISOLA T7O�N JOINT I / I 59 GRADE (EXPANSION) PAD�1317.9 ! 1 PAD=13129 � Y PA043150 TYPICAL. DRIVEWAY //ly N.T.S / 59.07' \ / 5260' \ 43.9 ` I ,� SWALE SWALE / ;,f ' / \ \ \ r 5 MIN. 4' MIN.� 1' 5' MMN. 42 ! l I 2.•1 StOr� Y 1 \\ - ,�'''f 60M! 18" MIN. 6 nv M r Isj 1 �f`�� I ` �C I - w r! r"•�Ae 6` MIN. ---- ; 1 112 8 TYPICAL SWAL&SLOPE r 292.1 Nr' � 1� I N• ~` �'Z ` PADS 1289.'S \ / ' I FG C4 , I " I ,� �, NOTE. PAD=1294.4 I l j I Xcc 1+291.6 f/q p I _ I ` -` I �-- \ �,� �. PLAW MORE*FM SLOPE Jr OR t� / 0 I •L s 1292.1 ;t I o I w �� PLAINT& /RRIGA 7F St OPF 5 OR GREA TER / r 129 F .- I PHASE2PR/AR rO /NSPECnOW PAD�1292.7 I P�129f� G h 12 � � � 1 1294.5 1Z9�0 I 1 �, 9 �`� NOTE. ,,` / � • -,f � I 1291.6 ;* I 1291.3 f0 FG � •5 `• � DENO TE`S DROP f ROM FIN/SHED / < <,... 1 I 21 FL •� I G ® 1291.3 1 � 1290 0 FG 14 5 1289.5 .-� - � 'l/� v,_... �,' ;°' , 2 I G 1 F 4iq/g 1290.0 I I 1289. 47 FG I \ _ ` �\ FLOOR • . . 4 1 4 1290.8 2CR I I 4' L fF;129IQ 97 FL I FG 1288.9 `�- TO GARAGE FIN/SHED FLOOR EF�1291. 77 1290.8 1 � 4 p�129�3 1 1 1288.91 � X9.97 FL �'` ��, �--,, `�\ (STANDARD DROP IS 4 � 4 6 P' 1291.1 1 4 FL fF 12 M / ' ~� I L 1 p, 1289.3 4 - ° ,.'' 2 (4" NUMBER OF DROPS TSPS AND / � 291.D I `l• 4 4 HEIGHT OF DROP SEA I 129 I j 4 I I � k I z 5 �1 1291.5 1 1.0 I ti°P C� 1 1290.3 jg;t! 12.6' 1291Q, 2(67 I I 1288.FG � � I � I FL I I F1 GD • 1 10 [ F 1 1291.5 I 1290.9 1 1 - ._t 1289.1 I r, j 10 VARIES 1 291.1Q FG 110 FG 290.8 1 I FG 1288.4 � \ ..� � � " Q _. :�'�.:x..-_,.... _....� I G I 29iQ 1 � I FL GB •\ \� � m�° 4i EXIST• 1.0% � 1 I G�'F�1 I FG 1289.4 112' 1289.0 1` o FAV. fLR. ELEVATION � ., GRADED PAD " � _ V II Cs v FG ,�•�9> 100" \ cv DROIP PER PLA 6 MIN. �°' _ - 78 �_.. L$B2. r, ,, .__„_ �. � G ao k1 � o I � I �,.� �C N 1289.9 i � G' h 1.0 ti , I I �G = 17.50 , N �`I► ''• b' S �'`� ,� " ,�� - G 67.010' �' 4� I b 1, 11e n o 'v 23fq� � 7+16.39 . �� �G g► p I ry ti : �` '�•,�' RIM 'i C-r~ 1 �• �' �` �'' RIM 1285.78 j COMPACTED FILL g M 129 1 6 00 '1► 3• � I ' H.P. SWALE ' PAD ELEV. 1 fig• 0. 1 - L�g4. r' V PAD LINE :i;_ :. GRADE TO DRAIN 42.9T ?� ��Op �'� GRADED AT 1% FLOwUNE OF' 1% SWALE -` 1G . ' • v - i L=34. 1' 1 1 �1► r -j.. `'8S ` 1 `- k* FROM 80 SETBACK ALONG SIDE YARDS LOCATION OF BUILDING VARIES • _ ; ..._.._.aw __.* __. �4�' 0� �► - v - �6�' - , r 1 W TH RESPECT TO 80' SETBACK VL f. ��• . S TYPICAL FINISHED *$ i '� 'S �0 24+OIC -_ t _ _ 0� _ _._... _ - A, 1 /� �, �. �`t �1 ;...._ �• ��L"�� o, o �'' _.._- _. �.., N.T.S _..._ O _ a Y '-v _.. _�.�8~ rV71 1.45x 25+OIC 0'/�• ����° 'ti,�O �`° -- '• W1]4. _. _ �-,l. of d • �y /�. °� ry cv .r $ . -_ --1 cLL .�. rd r- w 17 o 10 20 40 60 ,� •�f 111 i' � , , ---_- .._....._._ / - ► ► f �J / A, 110 , { PADw1292Q __�---._r _._ GRAPHICAL SCALE P 105` ; -�' PADw1292.0 1 •' 1 _._ _ ._.. _.. _ 1 1 - PADn12gao IG ALERT PRIVATE ENGI NEER S N011 CE TO THE CON 1 RA�Q� PERMIT: LD03- 053GR , . 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 CbWMTAPM� 1-800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO � • • • 8U�vBt/C 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 PR07ECTI 909--695-5596 FAX 909-695-5597 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 11MDERGROL MD SERVICE ALERT OF SOUTHERN CALIFOR�MA CONSTRUCTION RECORD DA TF BY REVISIONS ACCI) DATE BENCH MARK SCALE ' QROFESS/o Designed By Drawn By Checked By Dwg. No. v L � FAA PCH/--'PM FAA ARAM Recommended By. Date: CITYOF TEMECULA DEPAR'Tll[ n OF PUBLIC WOPM go Con koctor SEE SHEET 1 Horizontal h )��lEC/SE GRADING PLANS AS SHOWN W Na s7D�4 o� PG - Q 2 Inspector � �. �.��� � Accepted By. Date. TRA GT NQ. 232x9 Vertical * * A4P440 MR. RONALD J. PARKS, R.C.E. t CIVIL �� DEPUTY DIRECTOR OF PUBLIC WORKS � MOVATO TRACT NIA � �,E�E� ARNIE L. WHITE JR., R. .E. N0.�57014 R / TRA TION EXPIRES: R.C.E. No. 19744 E ares: 09-�30--05 �. a Sheet 2 of 3 EG S D E ES. Ofi 30 D5 XP � P�IA�3 LOT IVID�4�, 45� � and 47 IN THE Cl TY OF TEMECUL A, CA. PRECISE GRADING FOR: PHASE .? LO'T NO'S 105, 106, 107, 108, 109 and 9 139' :�..._�"��' / •��„ � / ��_ �� .000 000 FG ' -.� i r ,6000 4. 0000 - =' �, r. �� �T 1 92•000 F-/� ��' _ •' �' '8,!► � 14, lo or ` • 1 � .10I 210.8 ' 1 / Ca 1292.0 / / 1,193'1 / -41 f 1C4 / ,S,�, 1294.1 N L 52.1 �� !,�+ �� FG >1I Ir 1^' 48.6 o � � ' 291• ! ;; fib• ,+� '�� ro �,• U► , �_ 1 Zg3• �,r 14, 1290.99FG _woo_ 's•'A � r �` �$ r \ ��' ��p� 1 •910 - -.� -- moo, s ddb1 ,1----- —_ loot o ry' ?, � FG a o CL -- — o , .. ?8�• T , 129p.5 �,c- •9 1Z,l/IIy Fu V �2 920.0# N 2 o.2 105 1289 1 / 1 .o' a 2,t-r ' 9 �Ob 9Z• //;' 1 FIG �, 4 1 I ` 4 ` 'w o, QO ,O �: 5. A � SE 2 � � i 1289 6 1 2 ~-� % IQ � C� �. `� - �_._.......a 6 v� N v, os v, i ry o, FL FFf1 PO-u 4 1 29?.p -Z ' ��' v� a 1 M►y (` i 1 0 1 ^�i r' �' I .., AD�1 1 H.,o d L �-' �o " 5x N P" �8 1 �` �c� �+. •��p_ wr I 1ZS9.9J�rr-� -j !: - PHASE 4r � W ` 6.7Z �' 89.57TO,. i .rte, . ._....1.289.45FL K to cy 28 �..... _ -- -._ - ~ ~ N 1 TF1- _._..._ t :- �- 1 9.0 ��.__ . ► 1 ______.__.__ 1Iff •o• 16 CO 128 27.59 - s -- 1 �`� �► 9� / a, - •- w 111 t L rim 1 nag•3 1 �Z MIN• ES w j` rV C9 'o PI�0=12110� , 1 ,\ ,-•',`` K ._ �0,• r FL -► 1 �,k00 /. t • - ' •r- f�,. 9' 1 _ �ti ,` \ *�°� F�' �; / ,�4 a• OW - a 288 72 FG . Ml ': , _ . `•`; •`� '"�, ® �. � �' 89.6 � o, _ .,.. `^ k. � - ,fi' ;, r-- .. -.r_..__.._, •t' PAD=1289.4 ', 1FIG ^� •� '� L=88.95 \ f;., GI 'am C:)- ;0 r 71.18 ! ` X � - - - - i • - 94.25' '�`T` -- •o � , ...,_.__. 8210 1287.32 v• a 7` i� i __ w�_ I I 1288.72TC a - - - 2 .__ 87 0 10 20 40 60 12872. 2 ...:�� � w f .__..- -_•--•:. k -:w`"�� .. -.w.w 't� __.._..__. ...__. 1289,7y /� ,�• i M?R __ 1289.21FL �j •-7T- ,. tri• { c, 8 sIM: - __ -w._ �. ._ 12 ,= _.���. 0 r GRAPHICAL SCALE N EB 'titi 1 U DR&F ool 4. 1 ," ...... SHEET 2 DIG PERMIT: LD03- 053GR ALERT _PRl VA NG b= S NOTICE ,TO 7HE CONTRACE " THE EXISTENCE AND LOCA TION OF ANY UNDERGROUND UTILITIES OR DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF pm AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO rr� 1-800-422-4133 EXISTING U71LI77ES EXCEPT THOSE SHOWN ON THESE PLANS. THE P&Qmc III!, IMGN 11 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO • • •ai1�vB=/C r AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 43460 Ridge Pork 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 CAUFOR141A CONSTRUCTION RECORD DA TF BY REVISIONS ACCID DATE BENCH MARK Vitro f SS/0 Designed By Drawn By Checked By CDwg. No. SCALE o � Recommended By. Date: CITY OF TDEP of PUB11C WORKS dltroCtd" FAA PCHIMM FAAIMAM SEE SHEET 1 Horizontal y� T yFyc _ PRECISE GRADING PLANS n ca No. 57014 rn �`,7 PG - 0 3 TRA C T NO, 23209 TRO VA TO Inspector AS SHOWN a CM-30-05 Accepted By. Date. 3 Vertical MR. RONALD J. PARKS, R.C.E. TRACT NO, 23209 CivARNIE L. WHITE JR., .C.E. NO. 57014 DEPUTY DIRECTOR OF PUBLIC WORKS , ______ __ w MVA TO NIA u� c�.�F R N 1 744 Ex Cres: 09-30—OS '� 198� Sheet 3 0f 3 � REGIS TRA TION EXPIRES. Ofi--30--05 R.C.E. o. 9 p .„� PFl�4�� • LOT MOS � � tel, 1qd 1q9 and 1�