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HomeMy WebLinkAboutLot 160-161,175-184 Precise Grading GRADWO NOTES INTHE CITY OF TEMECULA, CA. GENERAL NOTESt PRECISEGRADING FOR: 1. SEE TRACT ANAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. I. AN groft slhaN conlibrim to the latest prov1&im of the 1998 Calllornia Bulldlhg Code apiperndk 2. PLANS PREPARED IN CONFORMANCE W►TH 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. Mlhimurn buldng pad and dhokKW "vile slope OW be = 11 Drainage swales shoN 4. SETBACK /S MEASURED TO THE NEAREST VERTICAL PROJECTION, NOT INCLUDING be a minimum of 0.2' deep and be constructed a minimum of 2' from the tap of cut TRA C T N0,0 23209 MERITA GE or All Mopes ARCHI T ECURAL POP-OUT FEATURES I Maxlrnrn out and fAl slope - 2:1. NO'S PHASE3LOT5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE. f 4. PraavlVe 5' whale by 1' hllgh berm or egluhvalent dong the top of aN 1W slopes over 5' 6 LOCATION OF SWALES SHOWN ON PLOT PLANS ARE PER DIMENSIONS Of11 PLANS high. 7 SEE ENGINEER'S PLANS FOR LOCATIONS OF UTILITIES. I AN g al ft sll!al1 be done undler the of a competent Bob engineer who ahaN certify that all fill has been properly placed and who shall submit a final compaction 8 NO DRIVEWAY SHALL EXCEED 14X GRADE, W17H A VERTICAL report for aN fils over 1 dbep. M GOpaq/A CURVE AT THE GARAGE. Q. A neglsto C101 Engineer- shrill submit to die City of Termeevia's Engineering t o0 9 EACH LOT TO BE SERVED W 7H A 4 SEWER'LATERAL AND a written certification of completion of rough gradling 1n accordance with the approved ' 1 4 A 1 WATER SERVICE, UNLESS OTHERWISE NOTED. grading plan prior to issuance of the building permit. Certification shall be to liner 'ret© ge Ram 10 FENCES AND WALLS ARE NOT PART OF THIS PERMIT. grade, elevation and location of cut fill slopes. Hot ' 11 FRANCHISE �, fR CH SE UTILITIES I.E. GAS, ELECTRIC, TELEPHONE, SHOW HEREON 7, PraWdle a brow ditch, designed to handle 10Dyr Q Storm Now.% along tap of cut slopes: y ARE SCHEMATIC. SEE FRANCHISE UTILITY PLANS FOR CONSTRUCTION N _ r SATE DETAILS. & Fi7nal flan wll be aired far all ills ter than one foot r con►Pa�c �t � Bra's 7, 1--, / yid 12 FINISHED GRADE WLL PROVIDE A MIN/AVIUM POSITIVE DRAINAGE OF 2X TO A A AN gr+adiing droll be done In conformance with recormmendations of the prieliminary sols I I til � SWALE 4 MIN., AWAY FROM BUILDING FOR SIDE YARDS AND 10 FT. AWAY FROM Investigation b NorCd Engineering dated June 6, 1997. Two sets I I , BUILDING FOR THE REAR YARDS. of the find compaction report shah be submitted to the Engineering Department whkh I I �► Lal �� shall include foundation design recommendations and certification that grading has beend. 7 , � t � R done in conformance with the recommendations of the preliminary soils report, i W LEGEND 10L Me contractor shah notify the Engineerlhg Department at least 24 hours in advance ' 0�� 4 � R 1MPI�QVEMEIy T STD. DWG. N0. requesting finish lot grade and drainage inspection. This inspection must be approved �-- .y MBOL prior to building permit find inspection for each lot. ( I ' o � � -, � SvBDIW576ry earAvDARr Engiheerlhg Department Phare: 909 594-6411 (� � ,� T .�.��..... ( ) I I o E s�v LAU 11. Cut slopes equal to or greater than 5' in vertkal hoot and MY slopes equal to orsrA TE FN/S SED fZOCR EZEVA77 V ® � ® I C ' RPIOIUIF T9 greater than 5' Ira vertical height shall► be plan ted with grass or ground cover to protect `r► �-- GARAGE FACE"ELEVA TION &F.F= 2X4 the slope from erosion and instability in accordance with Ordinance No. 457 prior to the lLJ gWovd of fhd inspection. ' ® Lor RVlN6ER (124) 7 = 12. No IN slraN be placed an exlsting ground anti the round has been cleared of weeds; ® PAD ELEVA 770V PADI TD SAN DIEGO ;, dbbris; topsoil, and other de/eterrous material. Fy/Sy 07ADE FG t,� K steep sloplrg termrh occurs upon whkh fill le to be placed, the terrain must beFS f7�V/S AGS` cleared, keyed, and benched Into Arm natural sol for full support Preporatian shoN be ® '� ' fZOW UNE FL approved by a Registered Engineer prior to placement of fl/ material. / LOCATION M 14. During rough grading operations and prlior to construction of permanent dhainage structures, � � ' IOP OF G14A7E G temporary drainage control should be provided to prevent ponding water and damage to adducent NO SCALE PROPOSED Qhs• 2-1 tNLES, 07HEW-T Af01FD� propertiea 11 Dust slhall be controlled b watering or other vied method&. � � / � � \ �--�- y �9 A� � \ wow PROPOSED G1GW70tlRS c>� 1 16 A/ existing &Iainage courses on the pro/ect site must continue to hinctko, espeddly during ` ® � E�7sT. aw7wRs storm conditions: Protective measures and temporar drains provisions must be used to feet ® I >R H P . SWALE odjMle9 properties &iris grading Y 9e P P+n 9 9r 9 operations. •t �Q' P� PAD ELE ® SWALE 1�' MHN, � V. 6" T f'PE G' G & GIJTTFI P 17. Stablit cokulatlons with a factor of at lease one and five-tenths 1 . 5 shah be submitted � � �` � ~ � � r P y ( ) EXIS. .G Gr .51'DEWALN by Sols Engineer to the Engineering Department for cut and f1l slopes over 30' in vertical height. �. 10' MIN. - - 3 5' ON GARGE SIDE) EXIST. PEDESTRIAN RAA/P 18 A Registered Ciivl Engineer shdll submit certification of buldir►g pad elevations. Phelre specilk ( ` • ® � TO STREE 5' MIN. �� ekwtrons are acquired, the elevation (with respect to mean sea level) shall be given. If on �\ elevation with respect to adjacent ground surface is required, the actual distance above the / �" a� EXIST. Sr" L1VPA/N _...... adjacent ground shall be given. ENS T. srO4A/ D►RARIV NUr 19. EROSION CONTROL Aft gradbd slopes slyaN be planted with Rosea Ice Plant at 12" on centers or I (�` � I� � FRONT another approved ground cover. Syopes over 15' in vertical height, in addition to ground cover, I \ \ SETBACK LINE ZRANVAGE SWALE shall be planted with approved trees, shrubs, dr combination thereof. Shrubs shall be planted r \ at 10on centers; trees, 20 an center, combinations, 15 on centers. Slopes over 4 in vertical I ® PROPOSED M" ,SE]PNG'E LATERAL height shill have permanent irrigation systems with backflow prevention devices per U.P.C., { l _ PY,i101aIOSED HATER S�7PNCf'LATERPAL Chapter f0.r. Af � w tw, 20. Finish grade shah be sloped away from aN exterk�r walls at not less than 1/4" per foot for a � � � WATER � EXIST, f1iQE HYt71i?ANT minimum of 3 facet \ � � ,( 401 SERVICE5. MIN. SLOPE STREET *4\ G4 17F VAL 1�5' t \ � \ � 21. No obstruction of Rood plains or natural water courses shah be permitted. / / , ® ` ® '"' BU77ER1r1 Y VAL ICE'S { 22. AN property corners shah be dearly delineated in the field prior to commencement of any I l � � � � \ � A SUMER LATERAL construction/grading. TH1�/ST mom , 21 Approval of these plans by the CIty or Its agents does not r>elleve the applkant and his engineer AA4 VAaI&W �~~ from the responslbl►ity for the correction of errors or omissions dtscov�ered duringconstruction. TYPICAL LOT DRAINAGE INDICATES LOTS REQUIRING. Y MA � Upon request, the appropriate plan revisions shall be promptly submitted to the City Engineer for & SETBACK DIMENSIONS SEWER BACK FLOW PREVENTER review and approval. SCALE.• 1= 100' (FETA/N/NG WALL - PER SEPARA7E Pswr FOR TYPICAL GRADING, DRIVEWAYS, AND FXMA DEP7H F0 J'WG Q2'Ar SWALES, SEE DETAILS ON SHT. 2 Plan 1 Plan 2 Flan 3 COWMACTORT NOTE STREET LIGHT a.-Y • I UNAUTHORIZED CHANGES & USES: The engineer preparing 44' 45 OIP77ONAL DECK California Council these plans will not be responsible for, or liable for, unauthorized p FL FIhMSHED FLOOR changes to or uses of these plans. All changes to the plans must be of CM FONSHED FLOOR ELEVA770 ELEVAT1OAl in writing and must be approved by the preparer of these plans, dC Land Surveyors �A� As srioiily aw ) ' gam► PLAN TYPE 1A Construction contractor agrees that in accordance with generally accepted construction I practices, construction contractor will be required to assume sole and complete responsibility for tR to + site conditions during the course of construction of the project, including safety of all persons California Council j� 9 P j� 9 Y P r PICC' PIPE li/AREA LIPAIyV and property, that this requirement shall be made to apply continuously and not be limited to of CM E,gkwyem ' In GFF=0.02 �j normal working hours, and construction contractor further agrees to defend, indemnify and hold 14 111 (�02 21) E/ANtTD REAR a"A)7OV ERcity of Temecula harmless from any and all liability, real or alleged, in connection with the & �ra� Sl/"veyCrall FF-0. FT performance of work on this project, excepting liability arising from the sole negligence of city of L EZEVA •05 ENHANCL�D SWTIGW ES GEF- Temecula professional, FF-(7.02 x .5) -0.78 GFF- -a -a rr • FF-(0.02 x s) A LD03- 150GR TVA ENGINEERS 11 T A �"� � PERMIT: LD03- 061GR DIG ALERT . TE F G EER s No CE O ME CONTR QW& BENCHMARK .............. ••► THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OV7 :;' : : .... STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF COUNTY OF RIVERSIDE B.M. NO.T-29-810 1-1/2- BRASS DISC IN CONC. .. DIAL TOLL FREE CYLINDER LOCA TED FROM/ THE INTERSECTION OF FRONT ST. AND RANCHO CURB UNE 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 UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA N.W. CORNER OF THE INTERSECTIN 1 E. OFA 7 CHAINLINK FENCE, 21 x 15 ROAD, IN 174E PjzomarDmrcwCQWXTAhM CONTRACTOR /S REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TOFOOTPRINT DIMENSIONS n� . . It AT LEAST TWO DAY'S PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO./)94' N. OF THE NO SCALE 43460 Ridge Park Drive, Suite 170, Temecula, CA 92590 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTFCTI 909-695-5596 FAX 909-695-5597 UMDERglOUND SERVICE ALERT OF SOUTHERN CALIFi01NA W. OF MONUMENT. OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' # TtiP & FOR ALL GFF�yA11M21 A.�IS 07W MAN SIV 4AOM PLAN KL PAbvi��,EiE� 7ltW AND MP ANv/brr IKER OF OM FRW FF AQJ. DATED 9-13-82 REV. 112A4 CONSTRUCTION RECORD DATE BY REWSIONS ACCV DATE BENCH MARK SEA ~ oFESS, Designed B Drawn B Checked B SCALE p� �� 9 y '' y CITY OF TEMECULA I)W9. N •20.03 GL i REVISED LOT 115 5HI2 $ LoT5 182 183 SHT.3. Z ,� SEE ABOVE �4� \,o Nyilq� FAA RM FAA MAAd Rercomme�nded By. Date: DEPARTMENT OF PUBLIC WORKS Cantor Horizon tal �° F z� PRECISE GRADING PLANS _ � PG- wo. 57014 mAcc tend B , ate- G a8' O 1 Inspector AS SHOWN _ Exp. 0s-30-05 Accepted D . O * 3 MR. RONALD J. PARKS, R.C.E. >� TRACT NO, 23209 Vertical sr CIVIL �� A NI �'1014DEPUTY DIRECTOR OF PUBLIC WORKS 101 R E L. WHI TE J ., R.C.E. N . --_- ______ A&W TAGE NIA cr►��F far REGIS TION EXPIRES 06-30-05 R.C.E. No. 19744 Expires: 09-30-05 al.. Sheet 1 !bf 4 '�° ,� PFIA��� : LOT N��31�1a`� fJS�-�4 IN THE Cl TY OF TEMECUL A, CA. 10' VARIES 'Qoa EXIST. 1.0% PRECISE GRADING FOR: R.A.AA DROP PER PLA FIN. FLR. ELEVA RN � * GRADED PAD vl .., 0W. GRADED 4 - _. s . �- •-- ' :. Iii: TRACT NO, COMPACTED aL H.P. SWALE p ;-, GRADE TO DRAIN PAD ELEV. ' PAD LINEPHASE 3 LOT NO'S GRADED A T 110 FLOPLINE OF 1% SWALE _` - _ 175. 176 and FROM 80' SETBACK ALONGSIDE YARDS LOCA 11001 OF BUILDING VARIES IMTH RESPECT TO 80' SETBACK I I 1 � / -•__� � � '� �( \ TYPICAL PAD FINISHED GRADING N.T.S. It I \ � PROPERTY LINE GARAGE . MONT SETBACK VARIES VERT. CURVE 10' PARKWAY 7RAN97ION . 12• �l {L_ -" �' I � gk 23209 MERITA GE WALK Q �" t, \ •, % l 14x MAX "�� �� - SmEE7" 1 ,,� r f i MA TI W DRY Y ISLA 71001 JOINT 1 \ r ,,_ \ , % �► GRADE (EXPANSION) OOOP TYPICAL DRIVEWAY -,�f 1 \ Al; -J \ ` ,,r F,, = , IZ' d0000p 0000007 A moo, .000 loop SWALE SWALE To BE -••._dolill `` r __ S,� HOS B 00" 5 TAINE� Y 4 MIN.I 1' 5' M. '--_ _. __ ._. MAINTA 6"MIN I \ __._ ... � . ~�-. .. t... __.I -�fN__rY� � � ._... .- � -mow 18MIN. V 11�. I \ ,..rte .• I I ...�_�� _. � .._.-•. - ___ __ 6 MIN. �._ I _ I I I \ w. ____. \ \ � \ , JV TYPICAL. SWALE=SLOPE l I I N '`� �' a' �'� _.-- -- "350• __ NOTE: 4w ANT sra�Fare sraw,r r a v LESS IPHASE I �. P .01 LANT& /fimGA TE sz acE 5' ao? &?rA?m I I �' `'fir d' J \ / '. PRIOR TO AVSPECnaw I I 'O `¢,� o •� c '`c` O� FO 1 . - \ . DL17VOTES DROIA FROM F1N/SHED --�' I I �� :A— / `Pa �� TVN �� TO GARAGE FIN/SHED FLOOR 9 ER � ER o o (STANDARD DROP IS 4 ) 17315?• p \ 174 I 1349 5 ("175 1349.5 1350,0 FG FG 17s 1350. 2 � M PAD=1346.8 I PADw134�3 I I FG a 4 � NUMBER AF` DROPS/STEPS AND ', I ' I 1349.0 1�4 R 1349.D 1 1� I FG HEIGHT Ole DROP I I FL FF=134917 FL FL i4 1349.5 4* PAD=13493 _. — 5' FF#13W 47 FL 4' r z PAD=1349.d 1349.1 .. ` I J FL I 1349.6 w , J J 1348 3 5' 1 FG 1 i \ I 1349.0 IFL °� #1349 71 0.09 i - 1 I FG 1 j I 1348.5 FG \ 4n '� 178 \ ', FL = J 1 v; ' I � 1348.56 .0" . �' f-' PADS 1,350.) 1349.4 F 1 J , 4 d �" G0 10 20 40 60 , \ 41. wow 59. 5 1.04 L=17.87' \ / ` J 4, rf N. N. e r \ GRAPH/CAL SCALE ft�OEM 3, •� .. � At LD03 150GR DIG ALERT RIVA IN _ p -� __ "- �- ` PERMIT. LD03- 061GR • THE EXISTENCE AND LOCATION OF ANY UNDERGROUND 4 16+00 "0% DU D UT1Ll TIES 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 _- \ -800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE i t WGASA PLAGE ( ! - 1 (-18-0-) PROM=DmoNCONSUMOM CONTRACTOR /S REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO i 1 � \ AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES d ` I k10°� - PADm13498 PAD=1349.8 hA � • • • S[ 1St/ BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTI i - - - ' _ - - _ �� 43460 Ridge Park Drive, Suite 170, Temecula, CA 92590 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. �' a - ' r` �• - 909-695-5595 FAX 909-695-5597 1M RGR0UM SERVICE ALERT OF SOUTHERN CAUFORHIA CONSTRUCTION RECORD DATE BY REVISIONS ACCID DATE BENCH MARK ' VLOF SS/0 Designed By Drawn By Checked By 5. 0.03 6LREv�o Loi Ips- f �� � �' . SCALE o Q �,� � CITY OF TEMECULAnXg. rro. Recommended By.� ! DEP of PUBLIC WORKS Canfrncfor E S SEE SHEET 1 qt*_Io �ilF Fz FAA RM FAAIMAM Date. Horizontal PRECISE GRADING PLANS y Inspector AS SHOWN W "O. 5�4 � /� 03 d �. W-� Accepted By. Date. PG— 02 m AA A 1,42 Vert ica * 3 MR. RONALD J. PARKS, R.C.E. 7RA C T NO, 23209 � Civil. `! ARNIE L. WHITE JR., R.C.E. NO. 57014 DEPUTY DIRECTOR OF PUBLIC WORKS - kEWAGE 496 NIARECISMATION EXPIRES 06--30--05 R.C.E. No. 19744 Explrex 09 30-05 . .„� PF44�,� : LOT MO"317" T�aI1�177 Sheet 2 of 4 IN THE CITY OF TEMECULAP CA. PRECISE GRADING FOR: a I PHASE 3 LOT NO'S 178, 179, 180, 181, 182, 183 and 184 BU7MRRELD STAGE ROAD .......... i r - _ -_ -_ r _._._-.w__- - t Y : :: - - .__._.___ _. ___ __ ._..._.._.__._ __.. r r T ------------- ------ -—---- f '"r M AF MAWTAAW By ------ ZBWCULA COVWjNlry ZR DISTRICT 7-­ 161.34 lop 148.13 0 PR AMOR EXCEP77ON LETTER FROM CITY OF 7EWaXAP PLANNING DEPARTMENT 4) FG LOT 180 HAS BEEN GRANTED A REDUCTION Iffif 7W 10" SIDE­YARD SETBACK. .2' DF Z49.1�7_ MIN. LETTER FRLw ary oF- mwaxA. ES' PER wm uc�77(w LL FIG PLANNING DEPARTMENT 4' LOT 184 HAS BEEN GRANTED A REDUCTION IN TW 20 2 -1. BACK-YARD SETBACK. 0 4f) a34 _j 9 (181 2X 64� 1%-------01 7. FL G 3C 3CR ER 'mss 111 DW FF=IJW.57 10 F ft . ....... F�0_'Njw 4k . :�41 jo RIM - 11 -,V — Z� ri PAD=1JW9 p LIP 7,547-87,,,,-;! J.,01 in, --4ft 7Ar 1347. N I 47. 4! 6! I o -, / \ "I N f! TC 03 FL 0 53 0 -1W FL 13* C1 77 < PA&rtmat 28.8 'OkifS�fl0.9 FG 4j, *41 0.0 1347. 5& FG ISR c-, Af Ca 4f) C FF 51.07 N Ak ► ? 4, PAD=1=4 4eW IIIII NJ 'VL 7 FG or lf49 FL r> A V19 Opp • & 150- 1349.3 Ar FG lop, Ar Nt X., NII 20.24 11350.8 f`G FG lc�" 199) PADmIX7.2 %L 00o, ji PIP 3A (-176—) Iri PA043#18 frw fMd 47 i& 11I 47. PAD=1349.8 4, 411 CID % 14p r4 —4, Iq %K 1 14 ley\ 0 + -77 f 184) Ic FF6 15ft 97 PAD�4349.0 175 , . _ 10 9. or1_11./ L349 4 0 10 20 40 <�u 60 .0 1349 PA&r 15OU". 11,e X� HP ooll le 11 —1 GRA PHICA L SCA L E PA043M4 loo I l000 (198) f/ PAD=1367.0 -ow .0e _-I A LD03 - 150GR 000* PRIVA7F ENGINEEWS NOVICE TO ME CCWM \< PERMIT.* LD03- 061GR _AC DIG ALERT W\ 1_115 IOU IS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77L/77ES OR DIAL TOLL FREE STRUCTURES SHOW CW MESE PLANS WAS OBTAINED BY A SEARCH OF 3EE SHEET 4 ...... HERE ARE NO AVAILABLE RECORDS. TO THE BEST OF OUR KNOW-EDGE, T 5S (185 1-800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. 774E PADw13ft8 ftawAcrDm&w CaNsmTmm CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO AT LEAST T" DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 4J460 Ridge Park Drive, Suite 170, Temecula, CA 92590 BEFORE YOU DIG NOT SHOW ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTI -695-5596 FAX 909-695-5597 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. % 909 UMINGROM SERVICE ALERT OF SOUTHERN CALIFORNIA CONSTRUCTION RECORD DATE BY REVISIONS ACCI) DATE BENCH MARK s�ISCALE ESs/ Des igned By Drawn By Checked By Recommended By CITY OF TEMECULADwg No. Cwkwtor -20-93 Q REMED LOTS 182,163 GA946E.DWY,SWALE EeG --------- SEE SHEET I L FAA RM -FAAIMAM Date: DEPARMENT OF PUBUC WOM Horizon to/ to PRECISE GPLANS h7spwtor AS SHOWN Na 57014 0 EV. CO-M-05 V Accepted ted By. Dote. PG— 03 Vertical --j6c%^ L MR. RONALD J. PARKS, R.C.E. TRA CT NO, 23209 CIV1%. ARNIE L. WHITE JR., R.C.E. NO. 57014 DEPUTY DIRECTOR OF PUBLIC WORKS kE `AGE Cr r ... NIA TRACT NO, 23209 MERITA GE 15 REGISTRATION EXPIRES: 06-30-05 R.C.E. No. 19744 Expires: 09-30-05 PHAISE 3 LOr AKYS M M, M W and W Sheet of IN THE Cl TY OF TEMECUL A, CA. PRECISE GRADING FOR: 8 SE 3 LOT NO'S \v G�D TRACT NO, 23209 MERITA GE PHA /\ - \ \ PAD=CR)4 �1.349.d PAD�1349�0 ,i ,L \ r,,._,� � \ f \ < / I : r i it If Ae �' _ `� ! oov low L 00 looir / 0 _-�-___._ -�. __f:_-.__.�-- ''-•-_.-�. ;; \ y �, ,��. ----.-- ,�_ 1 t 164 y 1 1 1 - � � �9• �. � PAD�134 .o 57.12 I 1 Or lop i f� 1 +rt 1 1, (1-6-3) 1 , �_-.--�_ __. �:.�� ,�.��-f'' 18+�' �•47 - � . r 1349.3 1349.3 I 1 , FG CE) FG 1 P.IAM �k 1 , x` 49 s 1348.4 1348.8 I �; 1 .... J Q�DFL ;, ! J 1349,1 c I FF=1549.77 I , 1 _ - t 1 f 1 -- ` 1 N* 13491 I PAD=150.1 �• - r R r p, I I 162 i 1 1 L i I (-17,9-) I 4 X349.4 & of 4 ± , i / / I-- •� 4 k -, PADw134Z5 i 1 �tY "� Cn PADw1349.a t f __. CS 4, I t 1348.3 4' I 1 �'� �- I �•• 1348.8 1� FG I 1 c = =134x99 ,o r G 134�� 11' '91 1`' 491 �t N I Y � f ^ � I I ' `ti �' +F • I 1349.34 7 134a 7, FG EL ` ,� ` - v ° -, '` � �U — 1348.1 I '' � I �� ' ', � •_�_, • 0 . - 44.94 74.Oi6' E J, ', � - 'J I -` i w► i. � Q Q ` 1 /' , � .- _ .. ` _ 'fin ` �►.-'' „Y- dopw ' WGA CE-Iia- 15+001 \ el 0 10 20 40 60 Q `h 172 J �._1:::�_�:-� 174 173 � � ti r -- -- PAD=1344.5 (-1-7-6) MW134�3 __. I PAD=134�d �• -� 1 - ,, , 175 4 GRAPH/CAL SCALE • r ,,.. i , PADS 344.CA nvi PHA SE 4 0 ... 3 PERMIT: LD03- 061GR r N . �, .DIG ALERT THE EXISTENCE AND LOCA17O�NI OF ANY UNDERGROUND UTILITIES OR n DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF 4-1 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO RQTFGT1�11t&TGWCbNSMTQM a EXISTING UT7LI TIES EXCEPT THOSE SHOWN ON THESE PLANS THE c, 1-500-422-4133 n • s in CONTRACTOR /S REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO AT LEAST T" DAYS CA PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES 43460 Ridge Park Drive, Suite 170, Temecula, CA 925 , BEFORE YOU DIG NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTI 909-695-5596 FAX 909- a OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 D*r . No. 0 CDNSTRUCTI DN RECORD DA TE BY REVISIONS ACCID DA TE BENCH MARK sem.: Qa0�ESS/o Designed By Drawn By Checked By CITY OF TEMECULA D o!` Pvs�c woRKs SCALE v � '�'�� FAA RM FAA MAM Recommended BY � Date: SEE SHEET 1 I A- PRECISE GRAD/NG BANSCar�tractar Horizo tv PG- 04 Cn AS SHOWN 0 MO` s�or4 Accepted By.. Date: '¢ l�' EV. 05-M-� TRACT NO. 23249 MSPecta' * * I� 1P '� MR. RONALD J. PARKS, R.C.E. g �! ertica DEPUTY DIRECTOR OF PUBLIC WORKS �ri4 ,,,,,,, , '�� ����� ARNIE L. Sheet of �M � �► W41TE JR R. E. NO. 5 7014 rel--==-ice¢= 4 4 N/A OF �` REGIS TRA TION EXPIRES: 06-30-05 R.C.E. No. 19744 Expires: 09�-30—05 �►.„� PHASE 3 : LOT NOW 160 and 1M Li