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HomeMy WebLinkAboutLot 1-3,20-50 - Precise Grading B . J P.L. � GRADING PRECISE PLAN LEGEND FIRE HYDRANT w � TR ACT N 23267 — 3 WATER SERVICE LOCATION < SEWER SERVICE LOCATION s • SUTTER R STREET LIGHT �---. z 135' _ I J z TY �F`cy p I S MIR. JM,� , DEEPENED F 0 OTiNG (DEPTH AS NOTED) _ _ CiTY OF TEMECULA Z J �. ;� o N r m. T". MODEL DESIGNATOR 3CR 0 < 2 3• MiN. oZ ; w FiMS1# FLOOR _ 2x 1�11RSt# FLOORFTNQtSH PAD ELEVATION � a FiNtSH FLOOR = PAD ELEV 0.5' ?o M4 Q WPAD ELEV, x X• PAD ELEV. 999.9 cn W H- B 0.'SO' 0.30' ' LACC FINISH FLOOR ELEVATION F.F. CL � 4a = z W MIN A a 4s e° GARAGE FLOOR ELEVATION G.F. 3 o cn 47 I tn W m BLDG. TYPE SECTIO A-A ., '3 t~ncH POINT HP Q N Z 42 43 SNT FLOW LINE FL 3 o z PAD ELEV. i i N.T.S. 26 27 aft 3s 36 39 40 ROAD 2u I�a41ra31 FiNiSH SURFACE FS _ r LJ-J v T Z a / ( 2a �op� ae ,� �� TOP OF WALL TW in ? X x I /13 a 34 Z 't • � '� TOP OF FOOTING TF Woo AIR — i4 33 v ° CONDITTONIiVG 4 1 DIRECTION OF DRAINAGE Y N J g PAD DESIGN '3' MIR. B tI1iR. s ?3 :! .� Z 67. -' '� s0 a n 2:1 SLOPE MESS OTHERWISE SHOWN"► V � a Q o BY OTHERS. WO vARIES � s � �s � h m iL ; Z tinN. WWR. �7 a Z� RETAINING WALL (SEE MOTE NO. 12 BELOWT W O W xMMpX � FIRi'SH FLOOR /his � - a: W W zX r V 0 to Z U o — — ZO PAD ELEV. �� 3Do N I - - �„ o� o ,o. �� GRADING NOTES 14 % MAx VARIES 3 Key Map 2 i PAD ELEV. Z' 61 MIN. s ,�P so No Scale E ALL GRADING SHALL CONFORM TO THE UNIFORM SMOM CODE, CHAPTER 70, AS -� I 0•$0' V'+' PO AMENDED BY ORDINANCE 457. caaaGE FLdQR. E /�/ = aoe PAD ELEVATION AL ATIVE io I MINIMUM SUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE • M. DRAINAGE SECTI N A-A ?pa SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM CW 7 FROM THE TOP OF CUT OR FILL SLOPES. 4• N. S. W LEON USE WHERE DiFFERENC IN PAD GRADES EXCEEDS h3. ALL GRADING SHALL SE DONE UNDER THE SUPERVISION OF A COMPETENT S01LS aK -4 ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND ± z 3Q WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER I' DEEP, .te all M 'R h '%!' 4. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FiLLS GREATER THAN N ONE FOOT. le �� G p BLDG. � &ST VARIES SIT � � ''S�� ss. THE CONTRACTOR 514ALL NOTIFY THE ENGINEER ING DEPARTMENT AT LEAST 24 v� J HOURS IN ADVANCE REOUESTMG FIMSH LOT GRADE AND DRAINAGE INSPECTION. STq'� r9 THiS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL R LINE INSPECTION FOR EACH LOT. 10' rir CO PHONE: f 9091 694-6411 O SIDEWALK _ FINiSFI _ MiN CT RO 4 s. OUST SHALL BE CONTROLLED BY WATERIYG OR QTFIER APPROVED Q P R METHOD'S. tOA PAD ELEV. O �. ? X 17L H o \N 7. FIMSH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS GOLF WALLET' THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. G TYPICAL LOT GRADINGi �Ye P LOOP IL ALL PROPERTY CORNERS SMALL BE CLEARLY DELINEATED NI THE FIELD PRiOR TO SCALE 1' 10' I i• COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SEC iO N B-B V`i C 1NtTY IVi A P 9• APPROVAL OF THESE PLANS BY THE CITY OR iTS AGENTS DOES NOT RELIEVE THE APPLICANT AND HiS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION N.T.S. OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, NO SCALE THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CiTY ENGINEER FOR REVIEW AND APPROVAL_ 10. NO FiLL SMALL BE PLACED ON EXi'STING GROUND UNTiL THE GROUND MAS SEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. �o.tr �o.o• es.a �, so.� �O.o' �ro.o' �o.o' R. EROSION CONTROL : ALL GIRDED SLOPES SHALL 'BE PLANTED WITH ROSEA iCE Nf PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER i 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED 4020 R 040 405 4051 4060 11- 4061 AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. 4030 0 F•F•= SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS g R PLAN O b N WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER IO.R. O M F.F.=PEN PLAN F.F.=PER PLAIN 12. RETAINING WALLS SHOWN ON THESE PLANS ARE FOR LOCATION ONLY. ALL F.F.= _ RETAINING WALLS SHALL BE CONSTRUCTED UNDER SEPARATE PERMIT PER CiTY PE PLAN G.F•_ a F.F.=PER PLAiT BUILDING DEPARTMENT REQUIREMENTS. PER PLAN �' F.F.=PER PLAp PER PLA G.F.= G.F.= G.F._ Q PER PLAN PER PLAN ESTIMATE OF r PER PLA - �' �' EARTHWORK �-F-=• ,� QUANTITIES PER PLAN 2o.66r I .F.-PER PLAN .F.=PER KAN 4 .33 - 12.0' .33 113.667 -4 1 12.0' D.333 13.667 —440.P' 29.91ir 29.91r RAW CUT 1550 C.Y. 0.0' 1.333' 20.667' 1. I. 19.0• 2Lo• RAW FILL 0 C.Y. OWNER /DEVELOPE R Under9 ound Service Alert TYPICAL BUILDINGS BENCHMARK DESCRIPTION 1i SCALE Iw it 30 • ELEVATION : 1052.314 PRESLEY OF SAN DIEGO RIVERSIDE COUNTY DESIGNATION- T-2-Si STAS PED ON ! itr IBRASS COR' TOLL FREERIVERSIDE e� NOTE: SEE ARCHITECTURAL PLANS FOR FOUNDATION OTME S DISK IN CONCRETE CYLINDER. 3.4 MILES SOUTHEASTERLY ON HWY. 79 15090 AVENUE OF SCIENCE -800 �� �o R"x llama FROM THE INTERSECTION OF MAiN STREET AND FRONT STREET IN SUITE 201 M 422-413,3 ��eD 5d50 M cmtao a••i. milt* >:oo NOTE: MAINTAIN MiNM1M I8" WiDE PLANTING AREA BETWEEN TEMECULA. AT SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 SAN DIEGO, CA. 92128 BENTON Carlsbad, caUtbrwss Looe BUILDING SIDE AND FRONT WALKWAY AND MARGARITA ROAD. IOW SOUTH OF THE STREET CENTER LINE OF aaaociATM (619) 438 - .100 HWY. 79 AT THE NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE 619/451-6300 AROUND WELL SITE. 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER. L D J Q^T-1 16 G R TWO WORKING DAPS BEFORE YCU OIG C❑NSTRUCTI❑N RECORD DATE BY, REVISI❑NS ACCT BENCH MARK SCALE SEAL, Qaof ESSfOti Designed By Drawn By Checked By Drawing No. � /-695 CMB REVISED F/N. GRADING OF LOT 1-777 7. i rp S� e� RECOMENDED BY, _ _ DATES �- CITY ❑F T E M E C U L A DEPARTMENT OF PUBLIC WORKS Horizontal co 1 Plans Prepared Under Supervision OF I ' No.1 N4 ACCEPTED SYIAu--Ijo DATE- Iilw" TITLE SHEET PRECISE GRADING PLANS SEE MOTE THiS SHE VARIES UP- 3-31�� '� Date Ud RA OND A. CASPf Dale �M Vertical CTV� �� ORG B TON PRItr[IPAL ENGINEER, FOR CITY E'NGiNEER TRACT NO. 23267-3 SUTTER RiDGE - PHASES I A 2 OF CALIF R.Cr. "• 14394 xPIP LOS 3-3-27 1I.u. no. AtS50 Expo-e: 3-31-tJ6 19119 , LOTS I THR U 3 , 20 THR U 50 A 185 THR U 208 Sheet I of 5 ......ra.► i - _ mit-,....::. -..._`..' .. a. r .r ;� ...� .:r — .♦ ru CO4 ) ` s i 00 1040.9) 30 /• / c �. Tc rc 3 / € `♦ +� OX I ♦ C'1 '� `� TC �eP/ SCxLE: t'-3D' `♦♦`♦ O 'C� `. . �� �oo� 3Fa s.►� �/ +� 3' C.U.E. ♦ ♦ FL v / 39-29 FG 1041 O ♦ �� / 39.03 / / '��'• �--.�) \ 22.6r ALL8.-75 V7 30 0 30 t0 80 —— • TC Fp !3 / 38.84 // o GRAPHIC SCALE IN FEET 39x0 s �• • C104!0..'44 'e` S // # / .93 21 46 G sOr •* T G r !o 20 / b 1040.2) �j/ / �j+ 1. '4,�'( �/ ° O' O 98 -O �• 40.2 MP / M (1042.2) Q't ///'/ //oo// ' / /�'�' � °a• iii TC ♦ / A. j9 �'oal.9) / / �sr* /'� a °J 1� /� 4k 0 ` ^``; ` /// /// �� / �• f` ,• O po 1% % r'a a ,►°� .p' ` 22-Gr �" / / ��• ' QQo. \ TC ��' 201 ' T' �,p�d� R /G 1042.3 10.3 0 20 / �i o 40.9 �• ti• L �� 4+0.� / / ? a lb202 e� 2 I - G / ate• 4 0 a0. I "� � , / y• �. f •b 9'r' Od 1 0' ,st b lTC qP ~� �� F` > 'ebp 203 Z3s 3TC /a• / � o, «s ,'' �,, °a. "r �eP OPEN SPACE y � •� ti SCHEDULE FL �o 204 w1/' a DRIVEWAY OPENINGS 40 .e, LOT I 16.5 L 0 T 2 18' F� y`' ??a e7,. �� LOT 3 26 3 -zo C ,// �• ,,d` LOT 30 26' m01y FG 39 ,.'• °z S LOT 198 27' 3 OUE / .� a9 t o� LOT 199 16.3' s . .�. �Q b.Ja c' ,�:� J per• «s LOT 200 18 .69 �.^.� �' .�c�` , LOT 201 26' Tc �+ `�.'`'tr�p LOT 202 28' ---� '�`' LOT 203 16.25' `i TC / LOT 204 16.33' r ,�� cP bc, 20 9 1 LOT 205 19.33' 41 ,u LOT 206 27.14' Oo LOT 207 27.33' '1 C �O b 207�b ,� LOT 208 16.33' = NOTES: `` 208 DRIVEWAY OPENING WIDTHS ARE W A SURED AT CUR8 LINE. Undergound Service Alert Cl- �; HP CENTERLINES ARE PERPENDICULAR OR RADIAL TO CURB. O SIDELINES ARE PARALLEL TO THE CENTERLINE. CaR: TOLL FREE 0 •� 1-800 C31LOBBY Nngbmmm . P a>n. surroyat 422-4133 WRAD 5wo n e mme Iia" game Roo - BUNTON C•rlrb•a. c.nre�. asooe O �+� \ C.8. s (619) 4W - IMO TWO WORKING DAYS BEFORE TM OIG 094415GR CONSTRUCTION RECORD DATE BY, REVISIONS ACC'D BENCH MARK SEAL, oFESS1 Designed By Drawn By Checked By Drawing No. -6 95 CMB REV/9ED LOT LIME BETWEEN LOT51 g "2 /`dc- +/�B/res SCALE �Qa L �%� • RECOMENDED BY, DATES 8 CITY ❑F' T E M E C U L A DEPARTMENT OF PUBLIC WORKS CONS REI/SED F/N.ORA DINO Or4Or>. Horizontal y� �� ��1�. s Prepared Under Supervision Of , SEE SHEET-1 OF S W No.114394 ' ACCEPTED BYl Q DATE 1 -30 E,. 3-31♦, Date �� a RA A. CASEY =` PRECISE GRADING PLANS vertical o"', � ,r L. ON AtiNCIPAL ENGINEER, FOR Cm ENGINEER LOTS 1, 2, 3, 30, 198 THRU 208 TRACT NO. 23267-3 N/A Cr CA'Llf R.C.E Ns 14594 t*x 3-31-97 R.C.E. Va. 418 E 3-31-86 leo ptrrs �� FOR BUTTER RIDGE - PHASE I Sheet 2 of 5 ! 6,. SCHEDULE \bo' DRIVEWAY OPENINGS LOT 20 16.34' 41.8 ZQ� LOT 21 16' ^/ LOT 22 26' ! 10 �,�. 1042.4 LOT 23 27' ���+ a6• � LOT 24 16.5 41.4 LOT 25 2210'x WALE: reW LOT 26 22'x 0*11. �. LOT 27 22.12'= �4 LOT 28 22'x i "`'� F�, , .•--r' '� LOT 29 LOT 3130.25 = io o IN so to \ If p,%9 a4i>a LOT 32 1 16.25' l 1042.5 LOT 195 16' GRAPHICSCALEIN FEET 26 �� 1'� \ e 28 35 LOT 196 27' -10 41•f LOT 197 25' 14.45. ,�. "' .// NOTES: C1042.44) DRIVEWAY OPENTNG WIDTHS ARE MEASLYPED AT CURB �!a •✓ 4LINE. CENTERLINES ARE PERPENDICULAR OR RADIAL 034 �• \ s _ '0 , TO CURB. SIDELINES ARE PARALLEL TO THE CENTERLINE, EXCEPT THOSE MARKED BY AN ASTERISK (oil WHERE SIDELINES ARE RADIAL TO THE CURB. 25 f 4A��' CO4 ) 12 rc- b N I 39 I I /a/110`'�• co )_3 C I I• ,,, 0 / (1043.8) ri 39.71 39 A" I 1 �� / / `6•� / AS 13 a CP O -n of o \ \ G \ 39.33 3913 rQ' �o / , �G / 4 ' 24 �, �,,,�. \$\ TC FG G E /. •�9 a!•? / O `J \ / 'b 32 1 ITW 42-5 y \• \ >rs %r�\ G tom' c#os� / FG A,, �•/ 1043.6 �) 18 \ �� aatrL �• •f4, J Ioo c \ 3 \ / �, 3g o \ '�* , `� , a9 / �' •, �� cQ lot 32 dOo y FG +,d \ ,d /S/ Jr,- / ------1 k. .' 3'Ir+h+.cev • ` �- c ' \\ 1'1 \ \` •� �i J '1�3s �, �► • ` Y FR. TF TO FS lb TF 39.83 `� ` •� ) ` / /�• / e 23 10 0-1 'I� Pe�rC 10 0 • C.U.E. TC / �/ /f/-'� / •� F � ��, °P• , � SECTION A-A I 15 � '� •�► \ `� ,/ ,/ / / / �' N.T.S. e �6 WALL CONST. BY SEPARATE PERMIT /✓ ,�, f40 Tc IF F <1 I CO4 -®r 10420 00, 10. A- 1 !1r � Z'�S �/�i /' // / 213 � 197 3' C.U.E. ` OPEN SPACE CO4 Q 21 : 381W (17040.,A \ oo, 0� / �- /r / iA , i \ 0017 pi , S 1042.2) - / 9D• / // I / 1040.4) N07 A PART 20 /x,,/ //� ,� 700 . 1041.9\ 38.37 TC 3' C.U.E. ' , , / , (10'4-0.8) / / / � 1 I�� Undergound Service Alert /o°,� ,'Il< 20M CROSBY Engineers a Planners Surveyors , Co1I: TOLL FREE �/ �/ r/ // � 1041.1 1-500 CarL4bad, California 92008 D�EA,D 5650 El Camino Real, Suite 200 // � / +/ / 202 422-4133 BENTON �SOCIATU (619) 438 — 1210 TWO Wow VM KF ORE You - .. .. .:..._. :., ri .:. . x a 4 4 6 GR CONSTRUCTION RECORD DATE BY, REVISIONS ACC'D BENCH MARK SCALE SEAL, eGVESSI N Designed By Drown By Checked By Drawing No. c�� ��� L. ° ���1 RECOMENDED BY, DATE, CITY 0 F T E M E C U L A DEPARTMENT 13F PUBLIC WORKS Horizontal P Prepared Under Supervision ❑f CS SEE SHEET-1 OF 'S 1"_30' '},',g97M ACCEPTED BYE DATES _ nt� 11 d 9 RAYMOND A. c,�►sEY PRECISE GRADING PLANSTRACT No. 23267 - 3 t�tr vertical 'sf ♦r GE L• ON PRINCIPAL ENGINEER, FOR CITY LNGINEER � LOTS 20 THRU 29, 31,32,195,196,197 N/A CALIF R•C.E. No 14594 rxpIr es 3-31-97 R.C.E• f• 41M Expaes 3-31•-9619pi9 FOR SUTTER RIDGE - PHASE Sheet 3 of 5 I i SCHEDULE DRIVEWAY OPENINGS LOT 33 16' \+ LOT 34 17.5 , LOT 35 22'* 51�g LOT 36 20'* LOT 37 20'* X53' F� 41 o. LOT 38 16', LOT 39 26, LOT 40 27 3. �- �- 42 LOT 41 25' S9� 4's LOT 189 16' LOT 190 17.7' C °� `° \Okek'L LOT 191 25' /`'`r- 39 � ,3? F4 �► LOT 192 16' P\N\NG ,\65� 4 .. 1 hp LOT 193 17,9, rN0 ESe r // o �, o b- o 10 ' 3' G.U.E. LOT 194 18 EX`5 N sem, �t , vii °1 o e kOd� GF o. t NATES: �ha9 36 FF 1043.1 37 DRIVEWAY OPENING WIDTHS ARE MEASURED AT CURB LINE. 2s� , 6k�. CENTERLINES ARE PERPENDICULAR OR RADIAL TO CURB. 0°"� 36244?09 ¢2 SIDELINES ARE PARALLEL TO THE CENTERLINE, EXCEPT 0 s �`� Tc tc�� �`1-/ \ '� `fly420.9 THOSE MARKED BY AN ASTERISK (*) WHERE SIDELINES V > > 420.9Ap #6C ARE RADIAL TO THE CURB. qr ° o �_ A41.79 0� GF 1042.6 M`,p ,�t�., rs h,` o Gok„�k 0 . ��♦ /R �.i rC 4*hop. i 0 38 h ®® ' %9 Fgs i� T�°2 �`°'./' / 20fl 's + �� � .°t /t �� 'C 3' G.U.E. r'O G �� 90\a i1-1C 63 k°Y Gr4/ 1 $5 � 10431042.4 ® aso X00.� 9FG � i LL 01 FL \ O_ I I10, rl r r � • / � FO O �� .gyp � O� •p � � C �\ i �JO� ry� �n e� :,`G h , /, , 41.S? 4 ) i �6' ® 'p G;� o g s� e� 40. 1 Ce p \ ! G�,� -/� i 41? �j FG 8 / B FG 151 , 1 00 18 - Ir co 0 v 41.09 40 g1 1 Ze`4 ?s i' 4�lo, r6T'�' i' /moo. FL h TC '0' (G 1� 11 o �' Fc S4 � Q � g I 22 118.56' r 25' I$1 � U 1 NI !'l�' �01' 1p��` 0 47 1041.4 �' N � E'G 78 �. g5 1� 41.02 3� '� h Obt " 00 27 k �2 42 3 c S4 \ 1 1 ® / 47.0 / ��' a► moo. FL "Ci 43.40 G 40.75 / ♦ t� i °� 1k5 , ►w TC / 35 x.50 Ft ��. \ 40.63 41.0 /� ro !p 4 f� 3 i �,i 5 To 189 * - rc y 40.9 A ,roe °; 9 ' �� �o kti 40. 190 47.40 ,• \ .(G TC 4 ti ✓ 40.86(1041. 0.86 `rrr d o0 R e• X41. ,6,�4 �o ti� ® \ / FG `0- � .70, 40.75 ' /' ��s 0 . �� 191 FG h p 4012 7C 4 TC s //, / p O / / 0 © F ? 60 40 40C//oi /�O, eP P HP os. 2� ASF 1Q /Ogg / // 40.1y 4G / / 1� OL 192 h� N 33 422 9 43/ TC 1f 040.7 . HIP 4b ol Off6Q° 40.04 / i / G� �• \ / . ,\ / , -� 32 // // O // // 9 %K SCALE: l'=30' rl 041 , 9. 2 / h, °�• "0. 193 39-74 3' G.U.E. 7C> / / ° ►+P 43/ // /� C1 0 30 0 30 60 90 / \ 31 1( 040.9) 194 0 GRAPHIC SCALE IN FEET i/j 3' G.U.E. \ 41.� \ o0 C'•q C1O4 0-6) Undergound Service Alert Call: TOLL FREE CROSBY Engineers Planners Surveyors 1-800 MEAD 5650 El Camino Real, Suite 200 422-4133 B E N T O N Carlsbad, California 92008 $ ASSOCIATES (619) 438 - 1210 � LD94- 116GR TWO WORKING DAYS BEFORE YOU DIG RE ACC'D BENCH MARK SLAL Designed By Drawn By Checked By Drawing No. CONSTRUCTION RECORD DATE BYE � SCALE QROFESSlpH� - - - -- - - - �/ C MP RECOMENDED BYE- DAT E� /�-?f' CITY ❑r T E M E C U L A DEPARTMENT OF PUBLIC WORKS Contractor-- --------- __ _-- - .-._ � � 8Fti �y Horizontal y �' cr Pla epared Under Supervision Uf 1»_30' w No. 14594 ACCEPTED BY DATES ff 1 / �� Exp. 3-31-97 SEE SHEET-1 OF 5 Date /� t ► ��_ _ Rn ND a CASEY - _��- PRECISE GRADING PLANS Dote Completed Vertical J� �tv>ti tiP GEOR E L BENTON PRINCIPAL ENGINEER, FOR CITY ENGINEER TRACT NO. 23267 - 3, LOTS 33 THRU 41,189 THRU 194 N/A OF 1 14594 3-31-97 41880 3-31-96 �qao FOR SUTTER RIDGE - PHASE 2 Sheet of CAL R.C.E. No. Expires R.C.E. No. Expires 4 5 i I 150 N F� 50 52 49 A SCAtE, raw � g, . Fs 48 tik F X046 NOT A R7 F 30 0 3+0 sC s+o aC \ p� �- ,�a r i• „ , GRAPHIC SCALE IN FEET „� �`� \\ 1 �'- Gf4.3 / .r0► • 47 \ F VIJ Q` s \0463 FL ✓ ,,,— �.j, *J FG IrOL NO 0i I I SOW 466.o \ �, \ O s 9,0 r FG \ ? ! y c (� 4 t'T `► \ ( X04 ► - 'O� � ,, � .. aff AW 0,41. •�. 4 c#.,� � 79 \y �,'b Wit. If � \'C' ' ,�JW �. -"'.., - o � \�' �•' /1392 > .0w / 1047.1 OT A P A R T\� 44 i r / IL Ile Vo 'w 11110 a, N t T4 aJN 0 0#0 V� j i' 42 4,,1 �• SI. �. ,gyp3 F� / 0 5 % p1 .10`4 / di *.�*6 C i V. \10 Q • o s OPEN SPACE �, . \yg us1 .41 o o ?s• r� - f2 "Pe It 213 SCHEDULE `►. �\D"'' T� �/ � X37 - >y �9 P` ��cs�� � DRIVEWAY OPENINGS � '• y 239 v �-c '� ' � LOT 42 27 s � , / .fid° *p Tc �/ •e / � •0 + . ®© s- rc 2. •� 43.4 272 LOT 43 25' FL LOT 44 16' ,. - N07 A PARTLOT 45 27' �9 �A, � •.P / ; a G LOT 46 27- X; 7 c32' /,�.4s-s s �' 1Pa�'� LOT 47 27 ALL SffE 'b ,� LOT 48 20' 41.79 ,E o ® 4 0 �, '�.° LOT 49 27' Tc '?o c ' �� w �`e,R�' p . '�► LOT 50 25' tea,° ,b ' 185 �°' r. Et oo '00- � Tc3 �' oQe► 0 5 �• � _ LOT ie5 16' `o44.1 '•,� LOT 186 17.IT 3• G.U.E. 's Ft '6 X186 od LOT 187 25' , ' Ft A� +.0 •oo tp. LOT 188 17.45 NOTES: 104 ) $ �. �� DRIVEWAY OPENING WIDTHS ARE MEASURED AT CUBS LIKE.�P°� CENTERLINES ARE PERPENDICULAR OR RADIAL TO CURB. SIDELINES ARE PARALLEL TO THE CENTERLINE. '6 s - 'oo 188 gyp. Undergound Service Alert 100 Can: TOLL FREE CROSBY Lrn&eers Planners Surveyors or t-800 MEAD 5650 n Camino Ileal, suite 200 422-4133 BENTON Carlsbad, California 92008 (619) 438 - 1210 TWO woa>nNC VA" 9EMWE "U arc a.seoai��se — LD 94-116 GR CONSTRUCTION RECORD DATE BY, REVISIONS ACC'D BENCH MARK SEALIDesigned By Drown By Checked By Drawing No. SCALE Q�oFEss1oA, J •G. RECOMENDED BYl DATEi fe-1�� CITY OF T E M E C U L A DEPARTMENT OF PUBLIC WORKS Ca�rb-actor49 L ef,�, �i . Horizontal (n CT �� P Prepared Under Supervision Of _ Na.14594 $ n ACCEPTED B1', 1)ATEi <<(tSY PRECISE GRADING PLANS ' SEE SHEET-1 OF 5 I"_30' Exp. . -a1- Date 8!18144 RA A. CASEY vertical •sr ,� OR rRMIPAL ENGINEER, FOR CITY ENGINEER TRACT NO. 23267-3,LOTS 42 THRU 50, 185 THRU 188 , N/A � OWF CALIF R.CE. Na14594�xpIF es 3-31-V R.Ct. Ire. 41890 v:.V" : 3-31-46 '9"9 FOR SUTTER RIDGE - PHASE 2 sheet 5 of 5 I