Loading...
HomeMy WebLinkAboutRough Grading .-...........R .,....: - .... .-� _. �Tr.—�--.--- ... .. .._._��_r-moi- r.-...-..-... .:..__�. _._,. . .._T,_.. r- .. --r .. -.-...___.... ..� -rr ..... ..�T. .+�—.� _. _ _ _ _ .....r--__: .. r ... .. .. _ ,__ '. _ _. _+—_fir .. ..,_ ___,r ... .. .. -- T++ ,.. r� �� -. _ _ _ '�___ ._ ___-, .. .- ... .r—R�. .. —.-�-•-- __--... r.�._...—r .. _ �. _ T� �— .. r-. - -._ _4+�}�'.'_- _ _- _ _ _ __.... .. ,._.,. .-:.......1r.-..-,T.r...♦...-.e.yr-:..f, _. -,: .4 ft..-...w:v„w—�....� ..... e. .a.y ,,.ri+..-.-.-�Irw•�..Yrs.+�-....-r -er s. -. ... .. _... .... - ....-.... i ...., s...♦ i.a .r ._. _ ♦- . - _... .. -.R., _ r - - .... .. ... -... -.. _. -. _'-...� ., _..,a.. ..... --. �s--�..r....-�-f»1R—I.t - �.� .. .�r�►•"�1r►. .�- r.. s> » R [ .+-.. .._....4 r-. , .... Req-�. .. -....-..- ., - ...-.n-. r- , s - _ ... ... -.. t CHARD 01VNA Y HIL S IV aw aw GRADING NOTES: I. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, AS AMMENDED BY ORDINANCE 457. RO UGH GRADING PLANS SITE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1.1; IF CUT OR FILL IS LESS THAN 10, 2X avow IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.•3' DEEP AND BE CONSTRUCTED A MIN/MUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES J A64 MUM CUT AND FILL SLOPES - 2:1. FOR TRACT NO ., 23101 2 4. PROVIDE 5' WIDE OR I' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SL PES• OVER 5' HIGH. 1* 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL STATE THAT THE FILL AS TESTED HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILL now < OVER I' HIGH- 6. A REGISTERED CML ENGINEER SHALL SUBMIT To THE BUILDING AND SAFETY DEPARTMENT WRITTEN CER77FICA77ON OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH 774E APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE �o+o BUILD/NG PERMIT. CERTIFICATION SHALL BE TO UNE, GRADE, ELEVAT70N AND LOCA77ON OF CUT/FILL SLOPES. —SEES—N=-2— — SEE SHEET Z _ 7 PROVIDE A BROW DUCH, DESIGNED Til HANDLE 100yr Q STORM FLOWS, ALONG TOP CUT OF SLOPE. d_ FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 1744N ONE FOOT. FAGfIWAY $TATE 9. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH RECOMMENDA77ONS OF THE PRELIMINARY SOILS /NVESTlGA710N — — I& sir mw BY LEIGHTON & ASSOCIATES, DATED APRIL-12, 1988. TWO (2) SETS OF FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDAT70N DESIGN RECOMMENDATIONS SEF SHEET 3 AND STATEMENT INDICA77NG THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH RECOMMENDAT70NS OF THE PRELIMINARYI Y q('1 I I VIC/N/7Y MAP t. SOILS REPORT. vp off ro So” 10. THE COWRACTOR SHALL NOTIFY THE Cl" OF rf&TCMA BUILDING AND SAFETY DEPARTMEN r AT L EAST Z4 MAS, IN ADV 4 CE - !r REQUESTING FINISHED LOT GRADE AND DRAINAGE /NSPEC770N. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING !S 97 PERMIT FINAL INSPECT70N FOR EACH LOT_ I / - - Q J 9 1 !4 1 I 11. DURING ROUGH GRADING AND PRIOR TO CONS7TZLICTION OF F'ERMANEM DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING OF WATER AND DAMAGE TO ADJACENT PROPERTIESlow . 1?. NO FILL SHALL BE PLACED ON &75WNG GROUND UN77L THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL. ` 1 r 50 m AND OTHER DELETERIOUS MATERIAL t3 /F STEEP SLOPING TERRAIN OCCURS UPON WMM FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND \ p F BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARAT70N SHALL BE APPROVED BY A REGISTERED SOILS N ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. � C 36 T4 c� I o 14 CUT SLOPES EQUAL TO OR GREATER THAN 5' VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GMTER THAN J' RV - oY � I VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND WITH ~ A s4 sJ _ A \ INSTABILITY IN ACCORDANCE TH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 52 4 ` I 11 DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS Ss 57 30 R 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING � d9 N STORM CONDITIONS- PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT -- - so ADJOIN/NG PROPER77ES DURING GRADING OPERATIONS I / / 48 : I WTZ LANE — — 77. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED BY A I t So A1Q 4 74 7 72 71 ` h; SOILS ENGINEER TO THE BUILDING AND SAFETY DEPART FOR CUT AND FILL SLOPES OVER 30' IN VER77CAL 104 I I er 5 G ^? HEIGHT_ ?w M ts A REG57ERED CW ENGINEER OR LIL'ENSED LAND SURVEYOR SHALL SUBMIT CE'RMC477ON OF BUILDING PAD tV 1os rot as 7378 � ��� w a ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA77ON (WITH REPSECT TO MEAN SEA LEVEL) / \ SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, 7774E ACTUAL 1G¢ 102 it'. Q = 53 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN I � N / � 1! EROSION CONTROL "' ALL GRADED SLOPES' SHALL BE PLANTED WITH Rom ICE PLANTS AT 12' ON CENTERS �• too , 103 u ,1 w � 14 OR OTHER APPROVED GROUND COVERS SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND I ` 83 9 / to / © ` s COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR COMB/NATION THEREOF. SHRUBS SHALL BE / PLANTED ON CENTERS. TREES, 20' ON CENTERS; COMBINATIONS, 15 ON CENTERS. SLOPES OVER 4 FEET - I _� -. 87 IN VER77CAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER IG ' U.P.C, CHAPTER 10.R. r t bf FRVISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR FALLS AT NO LESS THAN 1/2 /NCH PER FOOT FOR — AL 21 A MINIMUM OF •3 FEET. /o . © Z' 21. 'NO OBSTRUCTION OF FLOOD PLAff S OR NfATURiA- MATER COURSES SHALL BE PERMITTED.' - 1 u R �� I2 29 Ze 22, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEIITFD /N THE FIELD PRIOR TO COMMENCEMENT OF ANY k ` 'Ol CONSTRUCTION/GRADING. .{` _23 3 L at 30y • L t 14 / --i S4 8 - � s NOTICE' TO CONTRACTOR: • p0 'o {. 231 sAFETY RESPONSIII. CONTRACTOR AGREES TWAT HE SH4LL ASSUME SOLE AND COMPLEV RESPOAMMIIY FOR JOB SITE CONDITIONS DURING THE COURSEOF 774E CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND Q • PROPERTY,• THAT THIS REQUIREMENT SHALL APPLY CON77N000SLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE CITY OF TEMECULA AND THE ENGINEER FU HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECT70N WITH 774E PERFORMANCE OF WORK ON THIS � ,.,i N� s Qp�OFES►S/Q,,�, PROJECT,EXCEPT7NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY OF TEMECULA OR THE ENGINEER. EXISTING UNDERG'RM - THE DUSM74CE AND LOCATION OF ANY UNDERGROUND U7TLiTY PIPES. CONDUITS OR 0 100 200 400 600 B00 CID f � a STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR u KNOWLEDGE, THERE ARE NO EXISTING U77LMES EXCEPT AS SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO ` � 05-3 000,DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES' SHOWN AND ANY OTHER LINES ,NOT OF RECORD OR - / NOT SHOWN ON THESE DRAWINGS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO N077FY THE OWNERS OF THE SCALE, 1'=200' UTILITIES OR STRUCTURES CONCERNED BEFORE STAR77NG WORK. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND `/' RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES,CONDUITS, STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS , Of CAT. � jr/-� UNAUTHORIZED CHANGES do USES ' CA U/ I VN. THE ENGINEER PREPARING 77-r= PLANS WILL NOT BE E�a MDEX MAP RES►o+►tSt�L • O M. W � � R 9�liiR 1bAt Mlh�tlre�j: � FOR, OR LyABL£ FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL �Q, ' ® � 1p CHANGES TO 774£ PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER s.� �r �, Z ® moo Loa �� outTr C.•fcs OF THESE PLANS. �„ C SOILS ENGINEER'S STA TEMENT,• • /��� l HEREBY STATE' THAT THIS PLAN /S IN SUBSTANTIAL COMPLIANCE \� �GINEER1 4er ESTIMATED OWN1TTIES FOR c� w►R.�uu �. Y��1 WITH ALL THE PROVISIONS AND RECOMMENDA77ONS SET FORTH IN THE BE DRAINAGE FACILITIES PRELIMINARY GEOTECHNICAL INVES77G477ON REPORT ELATED :APRIL 12,1988. ��PP� 9C� Fo - JENCH NARK► ITEM • R•e.-1r. No. 43217 A-0F. 3�-31.sf, AND SUPPLEMENTAL REPORTS NO. 1348 i TED couNr►' dr »Rs7nf �At. Iry T- 1 O DESCRIPTION UNIT TOTAL * EXP. 1-�_i�/2�' ert�ss Disc IN CONC CYLINDER LOCA1m FNM 774E 3 COAle."V00I7z'F,7 3'W/DE LF //5 EARTHWORK QUA&TI MS. AIOERSE= OF FRONT Sr AND RANCHO CALIFORNu RaW, 1.8 . ARLES N ON RINCHO CAUFOR`!W RQW TO THE INTERSECTION OF ; R4 W CUT 350,9Di SOD C.Y ► RANCHO CAUFORN/A ROAD AND AIARGARMA Ra40, W THE N.W. •- OF CAF� L7f /� ? �+��R t7= 0.V 4 Y CORNER AROUND SO. CALIF C aAS VALW S,F40' N C F P.P.MC(W-j) 21- 0C R.C.E. EXP. R4 W FX L._S24 I3O C.Y. � M OF THE CENTERLINE OF RANGy40 CAUFORM4 ROAD. FJ®ERGLASS + PORT FROM 774. 23RO0-3 NRNESS POST SEr 1' W. OF MONUWW . L D 97-023 GJk - ..►.vo rR. 23 i0//A /�/3. 2�0 c-1!! LDJr11'J4CTED Aar. LaATE 9-13-82 EZEY. f T 4d f'10 -_- �• c! r• ' ..�•. L.D9b► osz6R 1 DEVELOPER: © BASIS OF BEARINGS: REVISIDNSr APPR, DATE APPROVED BY, DECARTER PREPARED BY, D�� � SHEET w ,w SOILS ENGINEER: j avisc LaT uats 4�*�►T1&"+s r& rs •-s•.4 s7-A�� �- -96 DESTduED eY! �'e min 2m surrE 2SP L ENS v,�+/� /L7�OML�S O/G REGISTERED CIVIL ENGINEER NO. 27366 � � �A�� �r �� TRACTS 74r17G, r'�2C3101-2 C4 L/FORK/A /NC . � BEARINGS 9�M'N f1EREW ' SIV A FNt for clNe ADJ&IST�T -)& 111 APA 96-112. OtL.A-w) GF RIVERSl� G 9W7 {r l! y Dte r GA4 CujA 7 LE7G'HTt7N ASSOCIATES EXP. MARCH 3L 1993 litlVIEMED sY!► �r�teees,me PORTION OF THE CENTERLINE OF KA/ E7? PARKWAY Z REV/$E LpT[/NES 0 FAA? �(,EvA.T10, dv3 ca75 �7-2i DAM `� rns) Tat-o�sn AS SHOWN ON PARCEL MAP NO. 218$4 FILED IN B001!' SCHEDULE A 27715 J � DN, SUITE 709 144, PAGES' 24 THROUGH JJ OF PARICEL MAPS /N TER GOT Uhf r'►aJvST�"'E-M-PiA196 -pZoo (Pc� ,q-v !O 9 APPRO D BYE 2 3 3 219 AVE/V/�I L,�C�A �� NEk/ GRAM/ivb �g,QM/T�t TR 2 3/D/-¢�29ioo-6 SCAL E� BENCH MARKS Rf1UGH GRADING PLANS M, 9 RANCHO�LZ�IL'7i�ORNlA, 92390 THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE - ;� ,. i COTO BOE CA}ZA . CALIFORNIA 92 P �''• COUNTY, CALIFORNIA, BEING N01' 40' 00-W. F-o/� is L075 ro 6CAAbry REcoMPACT• V&&v0ALoA*,� / DEPU CITY ENGINEER TITLE SHEET `� � (714) 589 -z arr of TEMECULA AS SHOW SEE AiROVE FILE ND. . -� � 2- DOUGLAS M. STFrrART � Eu 29, 32 i n T.7S .,R2v ' QEV/5E PA ELEV$ ST--ORA DE 5147:5 97 VA Ms r 2�/�D 7254. EXP. 6-JV-92 Exisr- M w.pNf►'�1GE s'� ��. ► r11�s*eta•�tG� ��riNE srv,� -- -- - '.. --- REL004TE0/MOO/�/EO 1a CZe,#Av fUTU/PE CU/PRJ /N 44?IM7'AT-A 4 twe rmf cr 9.3/02 / t/MP//V6 i✓ELL 70 101egl Y A9Y hloMe TO C O A►,�- , \ \ \\ � -— -_- - ,---+ /; \ � � -� \ P ex .07 A I wo. Af,IfN M19 4 "14M, McZZ 07,4MMA//37G *40 5,0^17we 1 UNE AV. 3. CVM /w& k/ELL 70 AVWIN AY1105e 7V CB. W -95 i -__ __----- `\ \ _ \\� \ , 000, \ \ \ --- \ N. - - - --- r _ POO 1 ___ - _ �� 1, --- _—__ - "� � ---_.• �/��/'� 5"f �! 3� --- - - - - _ _"" 00 0 '•" y'` � fi►�' � , I I � I , � � / / t • -- —_ �� i- 7 ' f -` ` \�_ '//i," _/ -h`'J - , *E •\ ___ mai-- �/ `+••`: - ,�� ` �_'J �• /f� / �.!i / / ? / t' rr , 1 , , '� �``,�•-_•____. osp t Pa ;t so , - SCALE, 1'=40' - � \, - - _ i / 92 ;' /" •�� _,� / / !� * 111 9 / ----- _'\ �-- - _ t, � I`' %�- �' 9 .y \ ':.'S " gyp- , �+ Ir • � __' � , I I f v G• ' --"- �/� , ' ► �' % ` 1�t �_ .3 /` !" i j ; j` �',+, � !� i FL,• (,•J '/- /,' '}.} -,/" // i --- _.--- -Ic i7l ------ \ 1 01 _ _ - = / -" - 1 � � '// ► '`` -.` � '_ - _.--__--_—_ 1 Vf \ 1 � / /- a-,_.- , /.. ' / � - _ _ ` _.,- 7-11 ZI _•, �,- -' /OP is • .n..: i � , ,_ i � r , v � " " - q• .�' Y �' -` ---- - - ---- - - -- P t ' -� 219-_ �! �y. � •,\ � i it Q __3�' � " •� ��/ _ - f- _--- __- _ T a13 / 9 3 r - _/ / '\ \ �'i __(/ /I i d !I I I ! i �- /' /Y _ --- - T` ;i \ - r_ .� ,'�_ i • - i �. j _�V7 i / �i / `\. '. '1 . 1+7 I f "I t .4 ------- ! \\ , — / �`, /._ � �% - is ` _ -- ! i � - �• "/ ,. � � � �- .� - - •`_- _--_._-_ \ f _ _ 1 . t .- O' I II - - - \ dk i C J / 1 ;! \ r-71 ISI \I i ;�i o° — - -" " / W - - ---------- / ,.Z2.S3' -----/ i t 21.44 S i+ - - / l • f I . 1 l / t , its 3.3"t _-- - / // / / `ory 1 `'i / / / / {� itIV SEE 51 1 ' PRf!'AREU BY. APPROVED BY. W eY. TRACT NO 23101 -2 S ' � � PB KR T HEFT REVISIONS: APPR. DATE KR C°"""""� SM OWM CRM 0R11e nen sf► MLDC- too � rsz pQ A E �� > , r �. ; \ ', r>•t•E drb►Me ?�YlSto.i " Rtv�st Lwr w'•es 4 rwo Z&-tY~?J s c Lars s-tt 4 47-473 -Z - 9 2 REGISTERED CIVIL ENGINEER NO. 27366 GF M►1R'SVE a 22307 elry 6�eaP C - JrU- Wr "PO ."JdfT�rrs im 9r,-v, 4 PA 96-112 cAu. A-w) /10AEXP. M4RCH 31, 1993 MIEWD On S , \ \ ' wee LUITF (>>a) 781—0M � tw, CHANGE PAD E - LOT L SCHEDULE "II' 70 ; 7 \ \���\\` S/� o� X2121 D/NG PLAN oF�'� sus l2 •,- � D- AAo _ APPR D Bl!• DEPU CITY ENGINEER - SCALE. BENCH AURK: ROUGH GRA 1 . CITY OF TEMECULA AS S7�IOi'M11i SEE SHEET SECTION 28, ?9, 3?, 33 T.TS ..1211 FILE N0. 5 — • LUTE DOUGLAS A/. STEWART r�Zr R.C.E. 31754. EXP. 6- -92 ,T98-IdIG-196 Vyr \ \ 10 \ , I- loll Z;70,00- DOUGLAS / i v' tp '/,,/ 'X 000 100, 101 ./ • / � / ----------------- Alt 1 • , / ' •' _ , .\ 1 '001 --------------- /,4 .-- 1-040� "-1/// z .- 1000, 4 • g•' — " " �(�`." ".i* - '-. X. _ ,4, / / %'` --- ---- /. - / �� /.- , ,,[�. '� is ; ,/ / -f / >.' •1-"��•O l > - 'tom / !J / - Piz_ ' cf'- / � • i S i 1. \\ � -" -- •. _ - •. _ !/ '' \ 00 IN -- •,' � '•Ore. ' war /, • ,X, `1 \ --'— \-_./ � � -- _ - "- 'it" •c. / i ;' ,�' i • r ). � :Y � ice- ----- - 1 0 vi " , • , /..- t IL _\ \ 111 \\ \ .•\\ \ \ -\• - �'---_ Q*.�.•_ -, ._ -" _" -° t .�;•- v �' � \\\ "- �1 • "" / � ,I , IG ,, _ / 01 0 �.l•I 0• _ \ \ \ ," 'tet / ; \ � I -'`" /`'ems //`• .�.\•_,\\\ \`� -� •_.�:` � ---- /� / J'; T P,t - , ,r. fir. • t , ; / }} 1 ; / T / --- ti� / p�•`� 1 �� • � � � mac.I OP i -5 4A iik `— — ... — / 0c .179u Jv- 1000 l / �, / / Cep' i / / T - ______ � \"11 / � l �f 11 1 f /� , � / / s - ;• ; / � -- --- - ..:_--- ----' --�'�.. G•' ti� / /r xe � PREf'AREi! f3Y: REVISIONS: APPROVED BY.- DRAOW BY: _� APPR. DATE PB KR SHEET mvIw WT �S PAD%AVwmv0s c JaTS &-as S7--4-1) - �- M% KR CM M1 tffwlb o�,r SUREcftvw arn� TRACT N0. 23101 -2 REGISTERED C L ENGINEER NO. ?7366 E^�°�1°°*�'� �� � �� � 3 FOP- LOT w.6 Aaju��.T4 ,�-II ��-I.z Pte.. �-w, / C/rY OF rE�ECU[,4 G1ATE �/ 199& EXP. MARCH 31, 1OP93 ffWr ED e► GF S� ,� a nsa� j I / �a �i-ovso SCHEDULE A SGLE: BENCH MARK. ROUGH GRAD/NG PL4N � DEPU CITY ENGINEER — " CITY OF TEMF.CULA SFCTION 28, 29, 32, JJ T.7S .,8211' FILE N0. �+ I AS SHOWN SEF SHEET 1 R.GE.J7254.SEXP� 8-430-92 wrE u 398-/46-O! k 1 f 7r T Flo—III -AR -lu I ! r f /I- lollAMIN _ X/ ------------- XI - J S1 `- " � \� \ \ �• ' � � \ ��, V. Ploo, LAIN _ y 1 PIK tv a'' �� �� -_ - - "--' ---' �•,,' � �• � �T � _ _ _ r- r \ � �� 'moi' �,. 1.�` - - • .d-I .560.00' 26.00' LMJO. • _ \ „ !;P67 00' ------------ JJ •-- , -.� i - ___ _ ..,. -.. _ �A .. _ .��11� .. ,/_._ �_ r _ / ,.;�_ __---- r mac_\ �•�" -Q _ __ � �,_ p - ___-_._ _.:"- _ - _._ -- :- / --____. \\� - - � r. -- \_-�\ / ♦•` a/ ..R--�i• -f - ,l,:a �` - 7 06 -� / / . .� / ,'/' / 695 P. '� - - �/ 1^I• �` - - ` �•i' 7 // / •i _� /, \ ; / / -` i 7 ___-_-_- - ^l-/ / (, % j ' l � 1 / ' • r -7-7-fr -_--__- � /r'� \ .' - J. / 2 VOL 01 r C,I 68.00 6 -----5 �` - / -- "" - / ' 1 J, ------ 127ode" 00 - ------- / I is v , 174 j I I V • zNz/ oll - .1 r { s ', �' r ', l l i 'Ir /- / V e 1000 R95 r�l 10-2 II G _ `T l I2 40 ol \ le { r / / \\• \. � \ \\` - -_ - ` ' / ' `-1- - t-l (`�. l _ _ - _ - -_._"- -- --'- --_ -- ; � �... y/,!J ,.,E-?_ 1 • 1' - I zs i o � � _--- - ___ '�• r i i mind - - 9 I _ ., 5 , i _ a� 1 \ / Y, -- - Af '54 .......... J 1 + 1 I j 1 i �. \\ � /------"--' r/-----"/ /' / "1. � 1 - t-- �• �' \ .. -- _ - --.___ .-_•_-' , /\-`R. V � i _+ 1.\'--- I _ ., .1.. -- w ,'' .r / Y', /- �/' �I ; ( -�� - I�a� J' r � ,t � 1 \ .� \ ; , 1 � i I 1 J ' /�A 1�oe1Pr ,.._ \ - ' N A _ - _ APPROVED BY Fx F axEa BY. " ---------------------_ . '- - ``�� <t REVISIONS: APPR. DATE _ _ -..• ,tit , n�+w►v ey PB KR TRACT NO. 2.31 O 1 2 SHEET - -'- c7t8ld� 44 = C �(i��r SSB' 1 ���, Rrv,se c••r uNee My ccev�rt•Ns Cr�r-s rs-zt s7-�-► o�cnlm or KR e�oa 200,, SUM t� _ 4 -.>\ -'\ \ �' REGISTER C ENGINEER NO. 27366 nQh►°�r�hp L " l - �� ,,.� �.,,� ,�o, 4�-l�Z E lu. A-w RNERSID� GA ,2307 C�rY of rFMFCU A "_ ---_ - - J / ...:` `--. �►it� !t- \ EXP. MARCH J1, 199J R£MEiI'ED B1'! S«v/cw ,A�e n1-4) .A. v to n�,rE: >a1-o.� 4�'i217 _ 'S-�-O�e APPRO BY. SCALE. Bt7vCH MARK. G CAL ` DEPUT CITY ENGINEER ROUGH GRADIN PLAN "_ AS SNOWiV SEE SHEET I �ALE� 1'=4 0/ �/ / �\"•- / DOUGLAS MM SCTEWART SEIC ON 28, 29, 32, 33 T.7S .. / l / _ ) I FILE N0. i y n / , / .\ CNlE �/Zp'(tb R.G.E =54. EXP, 6-J*-V / J9B-/•�6-DE I r 17, ' �\ 0111, - \ 49 AG --- ------- ? - 0)0 Tor ,I - 1 _ N r � • '. ------ IfT5.46 ,, - 41.0 OF j - ito& / f „-z i�/' ;- • If / ' / /' _' • / If')`�D.�./ ^ \ \ , j ;' ` / 1��1 ebb I 7� / /`/ / t 4 / ' 115.43' 6/• 74. /%5 sJf �\ �. 1 ; - - 50.63` -- I , � \-_• � �\\- �`•\\-•-••�� � -" j i �' -- ` --- _ - Io lIX Al � � � \� � - ' --;- f. � 45.37' ' ' T' -- _ -- -- � _ -\ \ - ``` �•\ t 1 _ k - S. - AI lo, 7� ' OX :- "w; jjj- Q IAF Sta.G ftR 9wisle'"c*>t smile CA \ i IL ` P3 1001, \ 1 / i 9p g ' M• { WOW No. •q_ 'q� �.!.- ,; 3-31-" F A i1-a * t, , ; , -- - � / �; � t � � � � LF f REVISIONS: APPR. DATE APPROVED BY: _ ol�wly eY —L— PREf'ARE ) er. PB KR l Ca,.,,, unty s22s owmm awyromw TRACT NO. 2 1 -2ET REV15c lonpies PAD d lVrrt003 lLeTs a-:t t s�4-r -ty. or KR REGISTERED CML ENC/NEER NO. 27,366 E^�R°"�'� �� SME : C�T�/ Ot� rL! AC/+ 5 5 i RER LOt LAMS ^Gj%jjTw�•6&ATt pA %-<« #&-lit MA-W) GF RnKR.SM cw 92507 ! G!V/Cts £xP. ARCH ,3�, 199J n sr. S.►.�cs , , REVISE 1.07 L•/NES 4 J44b ELEVAT/OA/S 1.e7S/7-0/) 14 751-0130 . a /"— SCHEDULE A / _ . /SER L07 LSE ,4a.�uaTMEN7 96- DZoo ftLA-d APPRO D BY.- - 025100-4. SCALE: BENCH MARK: ffOUGH GRADING PLAN OF sHT' _` ,\ /VEit/GR.SO/NG PCRM/7 Pte/!77!Z'!/O/-' _ \ _ -------- \` O SCs►R/FY RECOM�ifGT L075 /-�/ >83 l LEf'Jl Ci,' "`�G/l1'.- n' ---- t CITY o� TEM!: 'A A$ yQwry $ $L/ 7 SECTION ?8, 29, .3� 33 T.7S • .,R2W FILE NO. =�– L���\\ \ J , / /'' r..�-- –�--5 S1 \�� REVIM PAD ELEY 5 STREET GJ?ADES u DOUGLAS M. STEWART f DATE 5 . P-. t 398-140 -09 - -�'�'� _ _ ',l' - • l /lam 1 - '� I � ` 12915_— ,d- f Olt \-.-1 �2 / '—--- _ _ - - - — � %- .,�-- - I 7 -AD b1�G , ' . ;' tit 1\ / , �_ _-Q9,;► � �- , � _ �,ir Vii._.,-- � •� �171,W � ,t t 1 _ i , / ' 1 I � 1 �_ oo 20 24 2 fill • \ \ � .,\1 ,t 1 1 X = _ - J,j , 1 1 � 1 I 1 ,`1 `1 \\ r`, _ `\�\ \- �- - ,� `\ �yda � '-�._`•` `� ,r / _ .\ _ � 1� � , ; Ac `- \ .•/ � � I 1 O` _ ''•,- •\ , `\ ',\ \ ,\' -yam •� /3 9 ♦ -\` � - /- - _ �\ _.\ 1 ., 1`• \\ \ , , , I •, \ --�-., h�( ��-:,1. _• 111 \ - - _--- - � - _-- `�-\\ \\ - `� , 1 _ ` \\ \•. �``\ � r_ C- d 11� I��` •, `'. _ _ h •� -`' •• \ `� \ - � gy�pp• `�- "ori ^ — - ------ ��� -�' 1 i `-�_ \ \\\ \ ` -__ _ ,-_ ems_ f 1 - - - - --� \ � :'\ •�• ,. r ..11 � � \ acv ` , •,. \ '\ - -', � - _ _ - - - -__ ___ 1 �� -.`` os _-" / ', i \ i; -.�.-.•...-•- �- '•( ,��� _' - 'i is is . -' _ = � \\ `\ • \ . ( • - .fir - _ 1 _ _ o. -'Q T -.'lye •. \-_ - - — --- - _ � � '�! �: '_ /� / ' �-,�_._.._r Z - /400 ' '`I ' !r• _-\,`\ ,X44 , \ ^J ♦ \ ,,', �' i •. , •\•fe •: - .rte. -rJ i- I _/ I - _ `.\ \ 1 i T � *•••r— - • SS /rte. � - - - - - j_'� - -- ,3 s / r •%• '' _ 1 ' �- . �•�/� '� `v 3 'JCS • --•- - - _ - _ ` - - - � .- l /� I •\ 7 ` ' _ 10n 7 LOT c'ti \ \ = _ _ •.` --;, ,, �, ��rr = _ _ - .,\= \, - _; Y J ' ; ; ,, ; 1r \ - . - - _ - - - - --- - -_-------- - - ' f';• , i-'' O 43217 RACT Vp w - Mier 6A .CSO sA"Z:O' Z (Cole)tft* 3.3f 550-9tJbl� � r - 120 %. _ i'• 11 1 i f / � Ir-- \4 r 1 I - ' - ---- ---'� __ _ -- -�rQf<.�ir1l�/-A• N - _ j I�cLgr IVO. $Of LES 1'=4Q, 1 1 , , , i�- _ - - - _ 47 ' PREPARED BY _ �; ,�)�}; �;`=- I � � r i �, �"- APPROVED BY.-" PB KR �.-- REWSIONS: APPR. DATE vR�w►v er —� C sus cavtc►v air a TRACT NO. 2,3101 -2 SHEET twry EG,EV. /N CB Cl'rR,Ir T ^61T ST. "LAACI.- OESK• D S!"' KR B moo 3� C�rY OF TE�t/lECULA REGISTERED C ENGINEER NO. 27366 E 6 1 + I \ �✓ a icEv.�71oyv5 /�-zi ER �T DIA1'E EXP. MARCH 31, 199J AEVIEMED 61f! 6F S�rvfw� ,mac E CA' aw REV/SE LoTG/ ES0P4 ) f (!14) 751-0930 ,�- , ;/i � 1 � I ; •t L/NE,dbJv577-fENT f°4 96- 0 2CID prL,q-,b APPROVED BY. SCHEDULE 'A' R /o�N SCALE X BENCH MARK_' ROUGH GRADING PLAN . ;•• ;� � , 1 1 , N�iv G P RM/T lam' TR23/ / ¢ 23/ O 6 DEPUTY CITY ENGINEER •' ! , I ; To SCAA1FY REc0P?RAcT 1.075 /5-3 Z 34 �o7s 4-12 l SEMON 28, 29, J2, .33 T-7S .•R2W F7LE NO. I CITY OF TEMECULA AS SHOWN SFE SHEET f 1 .- • – // i iDOUGLAS M STEYVART DATE. sA#- rzs4. EM 6 30-92 A/ �, RIW R/W RIM' RIM' 20' MIN. B.S 45' 90' 45' 15' 66' 15' 44' 62' MIN. 11' 22' 22' 11' FILL BLANKET 6• 6' 14' 22' 18' 22' 14' AS NEEDED COMPACTED LEVEL UNE , `sly 6 LEVEL LINE 9 9 6' FILL / - • A.C. PAVEMEM 1 1' 1.5 1?'P AD ELEV. 'O�c` CURB f/ 1 Fr 8' CURB _ _-�p� 8" CURB t/4'/1 i►. - 39' E6` 1 ED _ 1 5 T/i'/TlT/7 O J. - rte": - - - � _ - &ICK CUT 1:1� FROM TOE OF 2X �- SLOPE TO APPROVED / / �� ENCH/NG GROUND / BENCH SLOP PR TED EASE COURSE 1.67 COMPACTED / ROUGH GRADE UNE �TAE "4 � G DE 0.3' NSUITABL£ TYPICAL STREET SECTION 44' CIC (8' CURB 8" CURB NATURAL GROUND MAIT£R(AL RIVERSIDE COUNTY STANDARD 104 T.l.=5. 2.0' 6' MIN. 1.t SLOPE BENCH / BENCH BENCH HEIGHT VARIES ROUGH GRADE LINE 5z MIN. �) (TYPICAL) HEITZ LANE/PROMENADE BORDEAUX PROMENADE CHARDONNAY HILLS AND AHERN LANE TYPICAL ROUGH GRADE SECT70N 90' R/W - 62' CIC KEYDEPTH A�nr 2% '"'" rldM 7-7 -y_ ?' M/N. KEY PROMENADE CHARDONNAY HILLS 7 DEPTH 12' MIN. -LOWER 11!/11' (KEY) 15' so• 201' MIN. B.S.L R�,y R/W BEN FlHLLI s FI �ETAIL 40' 13' 60' 1S' MIN. B.sL SLOPE BUTTRESS OR REPLACEMENT FILL DETAIL 10' 20' 20' 10' 36' 6' 6' J, 12' 18' 18' 12' 1J' LEIn LOW ogO� 6' 6' A.C. PAVEMENT O 20, 1.5'TYP. ELEV. c A PAVEMENT PAD ELEV CURB 1.: 1.7!'8" CURB It </t Fr � �; A ' �t+! LEVET LOK �.07' 1 1.5'TYP / �_ ------ ------ ...--. ;1 f 6" CURB 6" CUR ilTTl �.. / /t f7t 1 Fr L 0.3' -----s�'- - ' ----- T •.:- 0.3 BASE COURSE 1.67 ANTW AMTEIM NATURAL AROUND BASE COURSE COMPACTED SUBGRADE ROUC► GRAM TIME 1.67' TYP/CAL STREET SECTION 40' CIC (8" CURB) RIVERSIDE COUNTY STANDARD 104 T.L=5. ROUGH GRADE UNE TYPICAL ROUGH GRADE SECTION 60' R/W - 36' CIC HEI TZ LANE (24+17 oo To 26+67 74)AND CULBERTSON LANE COUR CITRON. R AN TERUIL RIW R/IN 30' MIN. S'LY UNE N'LY UNE COMPACMi AND RECOMPACT NOTE.• R/w CT BOUNDARY & DEEPER OVENEXC4VA7ION & RECOMPACTION SHALL BE PREFORMED R� 20' MIN, B.S. 88' CROWN UNE IF DETERMINED TO BE NECESSARY BY THE GEOTECHNICAL CONSULTANT. 40, rs' 44' 44' C Re cGRUTTER FU7LI&SIDEWALK CUT-FILL L O T 10' 20' 20' 10' 12' 32' 32' 12' SEE PLAN VIEW 6' 6' LEVEL UNE ? FUTURE PAVEMENT ' �• �'� A.C. PAVEMENT OL' 1.5'TYP. ELEV " 6 CURB A f/ /1 PT. 6" CURB 1.7� 1.7X r CURB t �/I Ff 1 � .......... . --------- - I 1 l'-6N / -,. _..• sat _ 0.3' IS 1.� � B1SE COURSE 1.67T-- nw W1psM 0.3' \\ \ ROUGH GRADE UNE TYPICAL STREET SECTION 40' CIC (6" CURB BASE COURSE �� pp ATE) / = NATURAL GROUND RIVERSIDE COUNTY STANDARD 104 T.l.=5.� I r.o' I ROUGH GRADE UNE A NATIVE ANTERIAL �.: -SEE PLAN UMTS �.- 8' SAWCUT UNE OR SEE PLAN rt ` 6"X6"-W.1.4 X W.1.4 / SIM/ COURT, BRITT-ON CIRCLE, CONCANNON COURT, SONOMA LANE, W.W.M. / SEBASTIAN/ CIRCLE AND WEIBEL CIRCLE. _ 2'QE�vc�y DIRTOPEN SPACE LOT N/ P.4D = 8�• � S�GL'�L YAP/E� Z:1 MAX• LA SERENA 14olAY 01R71 RORD EX/1 T- 44 I GRADE EXI'ST � 342 ' 7� Pl�l'JA�ISED C,14AL]E ' 7 PROPOSED 6PADE lk, Exi r. PWofLfr-6?5 D/RT CHA"AJAF L i 7 VARIES; SEE PLAN YAR/E5-SEE PLAN � EX/7T l/ / 70' M.W.o FEF R/W - SO'Al W.D.-_EASEMENT PVA4'T Y E:/ MAX 5LOA15 _ SACT/ON G G — NTS 2% M//V. 2./".4X. 7Fit'/ST 6',PAzaF Lam_ i SEC T/D/v E-E 7]?ACT ,60UrVOAQV EX• .5'66 - ' 2-/M,4X. 5LO/l t/�ilslX �C01� EX/5T SLORoE � \ , cs•%oc%vEL � �B�6t/CH fZ7R S/OEIiL/�f LK P=/ MAX. SG01 , Z-/MAX. CLOroE 4,40 Sz- 85.4 , I SECTICAY C-C -- A 7 S. s�crio�v F-� C 1 4 e fy T EW 3-31 t3 31-03 c r!: ` REWSIONS: APPR. DATE APPROVED BY DRAWKR DEVGIWD Spy, KR Cmmm^ltv sm ovmw awsr n*tw TRACT NO. 23101 -2 SHEET REGISTERED CIA NGINEER NO. 27366 E 1°°'�'Q �� 204 T VE A 92507 Girt OF TEiC ecut A 8 DAM /toDCP. MARCH 31, 1993 R£VVMED B GFS�rviz�es , �� - 'eye (714) YVISCHEDULE A APPRO BY.- _m 00 SCALE: BENCH MARK: or � srF T DEPUTY C/TY ENGINEER ROUGH GRADING SEC ONS CITY OF TEMECUL4 AS SHOWN SEE SHEET 1 FILE NO. DOUGLAS M. STEWART SE TON 28, 29, JZ JJ T.7S .,R2W DATE R.C.E. J7254. EXP. 6-3D-92 398-/•d6-06 r t j I CSIVSrRWr3wA.0 ON NATIVE RASE, A47AP A4CCE96 A+Ft7AO A6 1AID/GATED. 1,0 Q/'J'T'Ayl.KACO. A"lA. 'F !)V[/IGlAlit>Z5 JDEZL 0 .TIA 137&-f 4V 19. )"XE UNE AC-7-5. pUM/417/AVG AXEL L /V LW,4//V BY AeV,3ETD C•I3. W.?S � t i f ; \ ` i►' t . r 000, 3 ; r ri lip 001, A It It It It lk It r ,• , • r i I It I It It It It �\ f' I • It SsIt It It 1 9 ' • i 4 1 , r 00 ' � i � x. �� •� 1; j t ', � : , -� ,�� -- ,� ,1� it m i _ • ♦1 � � �., � ; _ 11, \ \` �` � � lob .l l i \ :. ) - � - It It A &7It It It 7i It i -. %, \ % I 1 4 m k At > i:: ItIt \ s . � T \ \ \ _ e 01 � j r ice'• :rA 'All �\ � l - •\ ; �`' ' ��- i IF ;Vkwmwo owl M. t� ► � r ev � / — ! , j r C4AAt1T)1 E;W At-W-O /J't157 . 0•/0970 O R• g /AVST/Pl/MEINT. r � ; ii� � - -� - 40 r000 . O \ 1 i •) i i ,>•„ �• _ _ i _ M1` ,• I i i K : /•,Li � / I./ i �>er►: �''�;. � �Z�/yam( �,/ - ,� - -_ - ..... _- =:7 cul A / AAPO •45.6 L 1 - �% - _� .... O - -- - .... % � .-- -rte ' - � `� L� ��. � •\ .,S � �' •' _ -- ' •� , .:y^ ( � - — --- __ � , � is .• � I 1 � ,. \ moi--/ " I / � _- . `,: # .• • f - P. WULL. Awl 00,000600WOPOII5. MA TCH ABOI/E LEFT A o /0970 O.,4. APIC' /Z-/3-67 //Cl�T/�• !/� Co pAQ REVISIONS. APPR, DATE APPROVE BY. DIb+WN BY: KR / h«aSEv t3 r 97< KR C TRACT NO. 23101 -2 SHEET DESIMM REGISTERED CIVIL ENGINEER NO. 27366 E °1!''fi'r� St DG ?� 232 CtrY o f mei5cut,4 9 DA ME IXP. MARCH .31, 199.3 wwEwv 972 GF_ S.rvr'eaa ,,hle �s►DE CA #Zso7 nl+> 7arsc SCHEDULE 'A' APPRO BY SCALE: BENCH MARK.• OF S�ffS DEPU7Y elTY ENCINEER ROUGH GRADING PtA S , CITY OF 1FMF.CULA AS -SHOW4 ' SEE SHEET 1 FI DOUGLAS M. 57EWART SECTION 28, 29, 32, M T•7S .,� LE NO. a47r R.0-E J7254. EXP. 6-.3n-92 op 398-/•r.�6-�