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HomeMy WebLinkAboutLot 55-67 Precise Grading N THE Cl TY OF TEMECULA, CA. GENERAL NOTES GRADING NOTES/ISE GRADING FOR: 1. SEE TRACT MAP FOR EASEMENTS DIMENSIONS AND IDENTIFICATION. 1. All grading shall conform to the latest provision of the 1998 California Building Code appendix, 2. PLANS PREPARED IN CONFORMANCE W1 T H 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. Minimum building pod and drainage swale slope shall be = 1% Drainage swales shall TRA C T NOO 23209 TRO VA TO 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 VER77CAL PROJECTION, NOT INCLUDING or fill slopes. PHASE 7 _ NO'S 67ARCHITECURAL POP-OUT FEATURES J. Maximum cut and fill slope - 2. 1. 5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE. 4. Provide 5' wide by 1' high berm or equivalent along the top of all fill slopes over 5' 6 LOCATION OF SWALES SHOWN ON PLOT PLANS ARE PER DIMENSIONS ON PLANS high. 7 SEE ENGINEER'S PLANS FOR LOCATIONS OF UTILITIES. 5. All grading shall be done under the superv►s�.on of a competen t soils engineer who shall I � certify that all fill has been properly placed and who shall submit a final compaction ` / ( I ® ® 8 NO DRIVEWAY SHALL EXCEED 14X GRADE, WI7H A VERTICAL report for all fills over 1 deep. I I I� CURVE AT THE GARAGE. 6. A registered Civil Engineer shall submit to the City of Temecula's Engineering Department \ 3 I 9 EACH LOT TO BE SERVED Wl7H A 4 SEWER LATERAL AND a written certification of completion of rough grading in accordance with the approvedI ` ® CA I A 1" WATER SERVICE, UNLESS OTHERWISE NOTED. grading plan prior to issuance of the building permit. Certification shall be to line, �-- T" L - grade, elevation and location of cut fill slopes. I - 1` 10 FENCES AND WALLS ARE NOT PART OF THIS PERMIT. � o ® 7. Provide a brow ditch, designed to handle 100yr Q Storm flows, along top of cut slopes. I - 0 ® 11 FRANCHISE UTILITIES I.E. GAS, ELECTRIC, TELEPHONE, SHOWN HEREONARE SCHEMATIC. SEE FRANCHISE UTILITY PLANS FOR CONSTRUCTION 8. final compaction report will be required for all fills greater than one foot. TO R/VERRS/DE DETAILS. Q TO CORONA 12 FINISHED GRADE WILL PROVIDE A MINIMUM POSI TT VE DRAINAGE OF 2% TO A 9. All grading shall be done in conformance with recommendations of the preliminary soils ® a SWALE 4' MIN., AWAY FROM BUILDING FOR SIDE YARDS AND 10 FT. AWAY FROM investigation by NorCal Engineering dated June 6, 1997 Two sets f p� BUILDING FOR THE REAR YARDS. of the final compaction report shall be submitted to the Engineering Department which �"` "~ ----- I I ® 15 shall include foundation design recommendations and certification that grading has been I 0 done in conformance with the recommendations of the preliminary soils report. ® ® f- �v�"7eto t Spr;ngs Road LEGEND Ho 10. The contractor shall notify the Engineering Department at least 24 hours in advance '�•' IMPROVEMENT STD. QM, NO, requesting finish lot grade and drainage inspection. This inspection must be approved I ® �`3 prior to building permit final inspection for each lot. ® , 0 �TE SUBD/VIS/ON BOUNDARY. . . . . . . . . . . . . . . . . . . . . . . . . . . Engineering Department Phone: (909) 694--6411 of `~ WY . . . . . . . . . . . . . . . • • • • • • • • • • • • . • • - - , I fens �, EASEMENT LINE. 11. Cut slopes equal to or greater than 5' in vertical height fill I I _ I ® ® 0 Se �, F/N/SHED FLOOR ELEVA77ON . . . . . . . . . . . . . . . . . . . . . . . . FF. 259.1 p q g g and slopes equal to or © L �.,� greater than 5' in vertical height shall be planted with grass or ground cover to protect L U --- Road ���a. GARAGE FACE aFvA77ON . . . . . . . . . . . . . . . . . . . . . . . . . CF.F.= 25 4 the slope from erosion and instability in accordance with City Development Code Sedtion 17.06 ia n prior to the approval of the final inspection. I I ® ` DAMS, WAY alit°r� LOT NUMBER • . . . . . . • . . . • • • . . • . . . • • . . . . . . Q�D OMEN" awl (7) Ranch° PAD ELEVA 110N PAD - 12. No fill shall be placed on existing ground until the ground has been cleared of weeds, debris, topsoil, and other deleterious material. FIN/SH GRADE FG 13. If steep sloping terrain occurs upon which fill is to be placed, the terrain must be I I ® Q o F/N/SH SURFACE. FS cleared, keyed, and benched into firm natural soil for full support. Preparation shall be I N FL approved b a Registered Engineer prior to placement of fill material. / FLOW LINE PP y g g P P - --- STA 1F ROUTE 79 0 \ TOP OF GRA LF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TG 14. During rough grading operations and prior to construction of permanent drainage structures, \ temporary drainage control should be provided to prevent ponding water and damage to adjacent I Y~"'~ 2 PROPOSED SLOPES. . . . . . . . . .2.•1 UNLESS OTHERWISE NOTED. properties. -- _ - TO SAN DIEGO PROPOSED CGyNLOIIRS �250�.1 15. Dust shall be controlled by watering or other approved methods. , Q 1 ® O EXIST. CONTOURS. 16. All existing drainage courses on the project site must continue to function, especially during ��7 �250� storm conditions. Protective measures and temporary drainage provisions must be used to protect \ / ® 6" TYPE 'G' CURB & GUTTER. adjoining properties during grading operations. LOCATION MAP r 0 � 17. Stability calculations with a factor of at least one and five-tenths (1.5) shall be submitted \ y�� LC EXIST. P.C.C. SIDEWALK. . . . . . . . . . . . . . . . . . . . . . . . . . . by Soils Engineer to the Engineering Department for cut and fill slopes over 30' in vertical height. ®/ NO SCALE \ EXIST. PEDESIR/AN RAMP. � 18. A Registered Civil Engineer shall submit certification of building pad elevations. Where specific N elevations are required, the elevation (with respect to mean sea level) shall be given. If an \ � ® � EXIST. STORM DRAIN. . . . . . . . . . . . . . . . . . . . . . . . . . . . elevation with respect to adjacent ground surface is required, the actual distance above the CC adjacent ground shall be given. EXIST. STORY DRAIN INLET. . . . . . . . . . . . . . . . . . . . . . 19. EROSION CONTROL: All graded slopes shall be planted with Rosea Ice Plant at 12" on centers or \� -j 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 \ I at 10 on centers; trees, 20 on center; combinations, 15 on centers. Slopes over 4 in vertical \ � EXIST SEVER MANHOLE height shall have permanent irrigation systems with backflow prevention devices per U.P.C., � A Chapter 10.r. \ ` --I PROPOSED SEWER SERVICE LATERAL. . . . . . . . . . . . . . . . . . . . . _.... �.� " KEY MAP ^` PROPOSED WATER SERVICE LA LFRAL. . . . . . . . . . . . . . . . . . . . . . . 20. Finish grade shat! be sloped away from all exterior walls at not less than 1/4 per foot for \ � I �I minimum of 3 feet. \ ` ® 1 ® ® ® I III EXIST. FIRE HYDRANT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � n SCALE: 1' 100' \ � Q � III ._ 21. No obstruction of flood plains or natural water courses shall be permitted. GATE VAL VFS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � 20'MI N '"� 22. All property corners shall be clearly delineated in the field prior to commencement of any ETBACK BUTTERFLY VAL VES . construction/grading. / Pif> � THRUST BLOCK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 Approval of these plans by the City or Its agents does not relieve the applicant and his engineer SWALE 1% MIN. from the responsibility for the correction of errors or omissions discovered during construction. --- A/R VACUUM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Upon request, theappropriate Ian revisions shall be promptly submitted to the Cit Engineer for � .._..V.-.. P qP P P y y 9 Flan 1 Plan 2 Plan 3 Plan 4 Plan 5 10' MIN. review and approval. � INDICATES LOTS REQUIRING. �/ 51 ON GARGE SIDE) SEWER BACK FLOW PREVENTER 45' 40' 45 45' 45' TO E TR T 5' MIN. HOUSE RETA/N/NG WALL - PER SEPARA TE PERMIT 3 FINISHED FLOOR Fl ISHED FLOOR FINISHED FLOOR FINISHED FLOOR L" 0.2' DF cEVAT1ON LEVA71ON ELEVA71ON ELEVAT1ON z EXTRA DEPTH FOOLING. . . . . . . . . . . . . . . . . . . . . . . . . . . AS OW ON PLAN AS orir+v ON PLANS) AS SHOW ON PLANS) (AS 9100 ON PANS) o o F1All :'t.. o FRONT CONTRACTOR'S NOTE '0 (As SHOW PANS) � SETBACK LINE I N NI STREET LIGHT UNAUTHORIZED CHANGES do USES: The engineer re arin t N + N -- g P P g California C o u n c i l � ;r, _ cFF= � ! �- OPTIONAL DECK. 1 these plans will not be responsible for, or liable for, unauthorized o f 1 GFF 2 - 9.5 FF-(0.02 x .5) I < changes to or uses of these Ions. All changes to the lams must be CMI Englneare �, FF-(D. 2 x 9 P 9 P FF-( 02 x .5)-0.33 2X -0.33= -06 FT GFF= in writing and must be approved by the preparer of these plans. & Land Surveyors Ste• 4' _092 a a79 � �2% W C ARA DROP GIF= (0 02 22.5) PLAN TYPE 1 A NISH FROM - 33=FF .78 cFF= WA IFR Construction contractor agrees that in accordance with generally accepted construction pOR -(D.02 x 9.5)-0. FF-(0.02 x 5) SERVICE ELEVATION TYPE I, practices, construction contractor will be required to assume sole and complete responsibility for California Council -(0.0 x 20.5)-0.33 =FF--0.52 FT 5' MIN. STREET job site conditions during the course of construction of the project, including safety of all persons FF p FT # 0.33=FF-0.43 F SLOPE and property, that this requirement shall be made to apply continuously and not be limited to of CIVIL Eh&eere PVC PIPE W/AREA DRAIN normal working hours, and construction contractor further agrees to defend, indemnify and hold Land Surveyors city of Temecula harmless from any and all liability, real or alleged, in connection with the SEINER LATERAL ENHANCED REAR ELEVA77ON . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ER performance of work on this project, excepting liability arising from the sole negligence of city of ` CS Temecula professional. - * H.P. SWALE PAD ELEVATION ENHANCED SIDE LEVO N . e N; C; # TYPICAL FOR ALL GYF ELEVA T1ONS. IF DROP IS OTHER THAN SID 4 INCHES, PLAN WILL PROVIDE NEW ELEVATION AND DROP AND/OTR NUMBER OF DROPS FROM FT. PERMIT: LD03 270GR DIG ALERT PRIVATE ENGINEERS NOTICE TO ME cQNrAcT4 BENCHMARK FOOTPRINT DIMENSIONS TYPICAL LOT DRAINAGE TA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR & SETBACK DIMENSIONS STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF COUNTY OF RIVERSIDE B.M. N0.T-29-81, 1-1/2 BRASS DISC IN CONC. NO SCALE DIAL TOLL FREE 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 FOR TYPICAL GRADING, DRIVEWAYS, AND 0 .�FMGN CONSUMOM 1 -800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE SWALES, SEE DETAILS ON SHT. 2 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PiArIl�iM • ENVWA2 Aff?M• • SURVEY/M v AT LEAST TWO DAYS PRO7L�CT INE U1ILIIIES SHOWN, AND ANY OTHER LINES OR STRUCTURES N.W. CORNER OF THE INTFRSECIIN 1 E. OF 7 CHAINLINK FENCE, 21 x 15 CA 92590 43460 Ridge Park Drive, Suite 170, Temecula, ` BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION AROUND S0. CALIF. GAS VALVES, 40' N. OF P.P. (N0.#)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. CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK S CALE sEAI. Ro�ESSIo Designed By Drawn By Checked By a CITY OF TEMECULA Dwg. No. Q N Recommended B . Date: l2 l DEPARTMENT OF PUBLIC WORKS ���o M ,���'�! VM VM ES Contractor Horizon tal �, PRECISE GRADING PLANS r; A w No. 46692 m �Z /� d3 PG- 0 1 Inspector S SHO WN Accepted BY Date. TRA CT NO. 23209 cc; P d Exp. 06-30-07 � _ , SEE ABOVE YA A' tAl. Vertical D 4--.6 MR. RONALD J. PARKS, R.C.E. ;' ,_,. '�r' � q� CIvl\ F P AMES� M. Kl "GORE, DEPUTY DIRECTOR OF PUBLIC WORKS Dore � RCE 46692 � TROVATO ................ N/A o"``~� EIS-tRATION EXPIRES: 6-30--07 R.C.E. No. 19744 Expires: 09-30-05r''f���; PHASE 7 : LOT AIM 55 ThRU 67 Sheet 1 of 3 IN THE Cl TY OF TEMECULA, CA. PRECISE GRADING FOR: SWALE SWALE 5 4, MIN. I' VARIES 5' MIN. PHASE 7 • LOT NO'S 58 and 59 0 6 VIN �� -, /01 -.............. MIN. 4 AX-) C�D po' '1316.6 .5 PAD=13LV 6 MIN. r -- _Y A Amp TYPICAL SWAL&SLOPE 61 SHEET 4 1 k NOTE. SEE I. PLANT SLOPE FOR SLOPE 3' OR = PLANT& IRRIGATE SLOPE 5' OR GREATER PRIOR TO SEE PHASE 6 INSPECTION ............. �j .00/ A .......... 50 0000 • NO. 0oo, 'WR .......... 8" ."R ............ I0, WA Y I L % 0oo, [)A --4 1 �2 C� 0+00 ......... l000 te '�;400 - ---------- C' t C" 99 r, PROPERTY LINE 11 1 ig.- -'. v i le -- Pb of 4'� GARAGE ER 51 8 WA 7Z M k + M. § I V- v-, FRONT SETBACK ............ % 1A 4 VARIES VERT. CURVEE 1.310.38 Q 7RANS17ION 10' PARKWAY 2 2# 14.37 V ob. FG U IRS J 42 to 0.19 --2X V 3 5 N, goo 1307.0 FG 130 V-11e 11 \C) 1 4.65 --0- oor o SIDEWALKLI, el 'I Le 14% MAX FG I C14 0 21% bt/ FG -0 a 1 54 F 4Z - I cot 13 s302-60 c4 S7REET rj ' 3.5 1,30t M !VI'lt TG MA TCH DRIVEWAY ISOLA 770N "NT FG I-SI 10 4q A GRADE (EXPANSION) .71 41.19 1308 10 Ir FG �r - 0 1304.7 1 � . iii. _ _ , ....... • C43 FLT I 13OLf.27 07.1 FG FG .�, o13()4.3 .1 , _ TYPICAL DRIVEWAY FG 10,01 FG, 4. FG .5 1 130MO-u 4. 1304 _:j 01V I FL /GB(0 6PI FFL B FG �R- W-1 \Cj 061 1 2 -.& 5 0 N.TS. ✓ 4 14 '-1 5 1 *-% 130A Gwwuy a 76, 1 BW I M1 r vj BVV FL/G6 6W 5' 5 jr,410 FG 010.0 4. FL 1307.0 57 A 1307.0 C9) ES 11 t ijw- I FG 1 4 2AR FL 2(6m) 1309-9 F L. .5 1 CF? ILE 1---A 5' 40 1309-1 j 77 I.F.1307-97 1307 rn 'FwjV& 1304.7 + 13090 FFal3la 7 FL 1,307.5 pADja1307.3 FG 5 F I PAD-1305-1 FL 59 FL I 1,313.1 1411� PAD0130.5 13og.7 FG 1307.3 1305.3 0 1309.7 FG 1304.7 FG FG 10, VARIES ft O FG rn FL/Hp FL 71 1 11111111 'QD 00 1B 5'1- 1309.5 L CZ W U 0 130 EF? V S�l EXIST 1.0% U11.1 FF=131217 & FL P FG FIN. FLR. ELEVATION GRADED PAD FL 5h rn 1305.1 STEP -6" MIN. PAD=1311.5 1311.1 1.0 X 0 FL/Hp It IJ11.6 FL 4* CARAgE =1-j- I FG IJ11.6 x 0--- V1% 4 1 i I FG e_-0 i 11 C484.58 COOWPA C 7ED RLL GRADE TO DRAIN H.P. SWALE IJ11-5 &0- 0 loo, V- FLOW-INE OF 1% SWALE PAD ELEV. FL P 70-10 A - -----i .-P, ---d 'i'-" I ALONG SIDE YARDS (b loe /101 75-03 '� ' ` ' 1 1 rr•~• --- -- '` TYPICAL PAD FINISHED GRADING . 9 72.95 ' ' \ ' 1 I ---rr ` ` ,' PHAsE15 4 S� 1 r _. . _ . , SE .......... ....... PAD01294 7 -7 AP ...... CE 1 ��- . ._... . M ` ;, ,t 1 /: C; 292.9 V PADA1, n 0 D- *2 cc ...... PAW -"A C\ .......... PADO Oat 1294.4 4 1,&&,F%o �1 I PADal PADw ell 0 0 C1\ CD PERMIT: LD 03- 270GR C\ P M VA M ENGMUng a NO ME TV ME CQUMAr4TOR., cc THE EXISTENCE AND LOCATION Or ANY UNDERGROUND UTILITIES OR r, DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO 774E BEST OF OUR KNOWLEDGE, THERE ARE NO 0 10 20 40 60 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE D�lGN1�LTAIVI� 1 -800-422-4133 PUNNM # RNMAMOKM A CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO A. 4J460 Ridge Park Drive, Suite 170, remeculd, CA 92590 AT LEAST TWO DAYS PROTECT THE UTILITIES SHOW, AND ANY OTHER LINES OR STRUCTURES -S GRAPHICAL SCALE 909-695-5596 FAX 909-695-5597 D 0 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTI OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 1`-20" UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SEAL- Dig. No. CONSTRUCTION RECORD DATE BY REVISIONS ACCD' DATE' BENCH MARK Designed By Drown BY Checked By CITY OF TEMECULA SCALE Recommended By. Date: DEPARTMENT OF PUBLIC WORKS M VM VM ES Contractor Horizontal co � � , PRECISE GRADING PLANS No. 4W92 Date: PG- 02 Inspector AS SHOWN t! EV. 06-30-07 Accepted By. TRA ry SEE SHEET I IS 04--,0,:? MR. RONALD J. PARKS, R.C.E. CT NO, 23209 U =nWr:7% - 1 Vertical TRA C T NO,• 23209 TRO VA TO WAt-1- e 55ya 56, 571m H2 JW N' AX-) 0 k'11�e A C I V I L.. DEPUTY DIRECTOR OF PUBLIC WORKS • VA TO A* *d �ES)1,1 KILGYRE, RCE 46692 ..... NIA GF C00 J4 TRA R.C.E. No. 19744 Expires: 09-30-05 Sheet of 3 REG TION EXPIRES: 6-JO-07 PWSE 7 LOT NO'S 55, W, 67, N armf 0 IN THE Cl TY OF TEMECUL A, CA. PRECISE GRADING FOR: PHASE 7 LOT NO'S 60, 61 62, 64, 1 66 and 67 SEE PHASE 2 2:1 SLOPE (�D \ SEE PHASE 3 PAD= 2n7 \AA0w12 \ 4100, \ I � ® 0 '000, 1 \ _00I Opp, I � •9 � \ 57.69 1.67' ��� ��O \ 45 I 62.24 J(VyI •o PAD=1291.1 I2� 95 , .0p .01 < 1319.8 ? / 1.8 ` •� 51.4 89• 0 `� i Fl P / 13- -r-' `�' �� � � \ / / • I 2• 1315•P / FG \ FL 1 I - � I A �► 1317.9 - / 6 151 � ..� � �3i I I c N _ 5.2 \ \ N �, - N 1320.o fit 1320. 1� �+ �, \ - 131 o r I �. FG FG I �\ - . FIG I 2B \ 1315.2 1 \ 11318.1 1$ '_ 1319.5 1319. FF=132a47 \ \ FG FL- 5, i \$ N 1318.1 61 FG I 1^' F1 PAD=1319.8 \ 4.67 s0 x \ �, FG 1 .58 z I 4 \ 131 4 \ cr 3CR X317 I 4 1 / �`•° ~-- \ Fl- �B r-� Z, 1 1317.57 � ��� FL � L6 z / ^ \�, Z FF 1 4 I __1 1319.0 \,e 1314.5 1 ' P- p�1317.9 I �tl 1319.0 1 Fl G �tl �► •t 67 FG I 17.1 I .._ FL GB \\ z FF�131315.0 r0s 1 �4" FL GB 1319.5 1 1319.6 P 315.E \ 5 1 114. FG FG 5' BW 1 \ I 1317'2 IGFF=1319.38 -0 114 3 ' \ S 1317.0 = 317.78 10 k / GFF 1 10 0% ft > \ �. �i n \ 1317.6 d . \14 N ti / -�` ` •� \ G cy 0 �' -J 1311.8 I .+ cT \ t FL GB FG "� ��i, 1 1317.E 1318.12/ �'' �"` FG�" , \ 1313•g w a 1315.42 1 �, •moo\F (. ; ,5. FG / 3�$• I 3Z0•� �' \ G 1311.28 ` FG , G VPI 6 FG \ ?�, c 1316. 42.33 131 .83 \ o. `.f 1 \ � 3750 M' 'i, rA W..� �� it ..`"!.• �31✓•oI 34.12 15 1 y,.14 i 1310 \ .07 Z o d, o �' '_ ° FG •k1 5, c ✓ a Pw r\ 59 13129 - 1 ` P � _ ..._..._.._.....__.__._�_ C� v ._._.._..W_.�...__ � CD � •� 3 g 33 FG Cl) +�47 ! �f 1319.43. .TC 25.0' N �00 1318.91 FL V rt NO Q 16 - __ CA \ 10 .. ..a- Q c� '�• cr N �J \, � 1318, � r,.� w -- -� I 4 . 2610 .� 1 Al .F _j .w_ _ 1313.91 N .60 PAD=1311.531 or FG . •,,/ a `�' / �" � 44 'A� OF 1 23.1' .�Ca ,��► C� / $ - ° 1 16. lfF=1316.53 I o G FG I FG k _... . . FG I G'A'F=1318:85 \ 'ti 1,� + p• 36.01 _.. . I 1 I 1315.6 \ ►. ?� ,'ti �. 13�� .. ? I I F1/GB I 1318. 1318.3 \ \ v mac' 'ti`ti 77.6' F�7 I I I FG FG h �b ��' J ' L - I 1 1318.2 I \ .. e-- 4 k V�'�ry v � 1 . � h� ,� ALJ - -r� BW 4" 5 i bt FL/GB 14 � � 0 m - I .- �- k \ I PAD=1309.5 `� s7 I 4' ss I 5' � �i 771316.2FF=131727 1318.8 FF=1319. 1318.8 �•w '�'� III I \ �V • �`� FL PAD=1316.6 Fl PAD=1319.1 LR_-- -- 0 1316. _ .._._ 8 1316-27 I 1319.3 1319.3 FG FL o \ I I V I I y FG FG \ C o 10 20 40 so o � 1316.8 I w ER FG5 15 o c�v� L I \ GRAPHICAL SCALE 1319.1 \ I `• Q 1" = 20' _4 1 FL P I I ���•�� ���.� -__ ^ I 1316.6 \ I 0 TO H 51 P111341.19 RI I F1 P 1 \ ' o PERMIT. LD03- 270GR 0 CONTRACTOR: MVATE ENWbM:S b1077CE T DIG ALERT5!�� / X16' �' °' I "' 4' z \ 1��Frj THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIL171ES OR � 1 / FG 1 G `� \ 115.02' DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF G 1 110.99 �G THERE ARE NOCdNSEJLTAN73 AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, \ / 2:1 SLOPE \ / Y 2:1 SLOPE ��, j11!m`I11� EXIS77NG U71LI TIES EXCEPT THOSE SHOWN ON THESE PLANS THE -..........-- Y 2. 1 SLOPE \ �, 1-800-422-4133 Y s8 Y \ ----- ----------------�- / �aMM • •8 TAW CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO Q �.- ----_,,_ -------_,_,,,,_.,� ,.,_ _y ,,_,,,,-- AT LEAST TWO DAYS PROTECT THE UTILI TIES SHOWN, AND ANY OTHER LINES OR STRUCTURES I PAD=1349.5 I \ 70 �------ 43460 Ridge Park Dave, Suite 170, Temecula, CA 92590 s9 7� 909--695-5596 FAX 909-695-5597 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTIO ,-----L---•-------------1- O I \ SEE PHASE 6 PAD=1314.9 C OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. / I PAD=13114 I PAD=131,16 1 UNDERGROUND SERVICE ALERT OF SOU'T'HERN CALIFORNIA CONSTRUCTION RECORD DATE BY REVISIONS ACCID DATE BENCH MARK ": .1q)? oFEss� Designed By Drawn By Checked By _ `t/�� D�rg. No. In SCALE R Recommended By. Date. 1 CITY OF TDEP OF PUBLIC WORKS a � ,��t VM VM ES �' a Contractor Horizontal ��� PRECISE GRADING PLANS A h PG- niN0. �d92 / d tJ 3 Inspector AS SHOWN � � ��� � Accepted By. Date. /1 3 SEE SRffT 1 .'. . TRA C T IVO, 23209 ry Vertical * * Z d MR. RONALD J. PARKS, R.C.E. C11 .�y,� CIVIC �� JA DEPUTY DIRECTOR OF PUBLIC WORKS , ,T�F VA TO KILG RE RCE 46692 _ ��l Sheet of NIA REGI STRA TION EXPIRES: 6-30-07 R.C.E. No. 19744 Expires. 09 30 05 .,,,M, PMSF 7 LOT 11 OV SD, M n M �, M W wnd S7 3 3