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HomeMy WebLinkAboutBook 15 Page 726 Lot 10 Rough Grading , i -low owwkpwww- �.moll �IIMIIIM11"M� j GRADING NO rES r Ro. 1 . ��l�L G4- DING` SHALL_ DE DONE IN CONFOhilvIANCB df Il-I FIECOMAIENDA LIONS U � m 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING' CODE, CWPTER 70, A5 �►�� PPEI_IMINAR Y SOILS INVESTIGATION D Y 161611104"Ads0c DA fco JYLJ�,,41 rqO AMENDED D Y ORDINANCE 457 0. HO SE r5 OF ll-l�� F.INA L COMPA C FION REPOR T `►HA L L DE SUD�I,I r t E D 1.0 HE _45N61lVeei rIlV DEP)1 R 0l Nh__N r JMICH SPIAr_L .INCLUDE �=OONDA rrON u� 5 x�6N Fik:C0AIN�NDA TIONS ANQ 2. MINIMUM BUILDING PAO AND DRAINAGE SIVALE SLOPE ,�H. L L BE � JSco . CE R tIFI CA f ION r1-IA T . GRADINCa HAS BEEN DONE .IN CONFOU�� ANCE WITH THE DRAINAGE Sl�lALES SHAL1. . _ REC'CJ�II�II ND��!�1 UNS OF rflE Ph El_IMINAR Y SOIL S' flEI SOP f• *� r dNO LrVV,,47;c`W /Yak-V, I I). DE A Alf NIMUAl OF 0. 2' QE�"P ANIA 8E CONS rHUC T ED A MINIMUM OF 2' FRON Mr; Tof) OF CUT af] FILL SLOPES. 22. A PEG'I S rl tlED CI VIL ENGINEER SHALL 5UD1ti11"r r r -Ic r UN OF DU.IL DING PAD I_ v�� rlc�N . ►�tIEFrE SPECIFIC L E VA rIONS At h ,��A,Y.I,+ruM CUr ANr� FILL SL aPE (wadjj 01/a�`Yf�'6I1f'fvyiv xyy J'wx"glIdIlyfff GL 1ti CE 1� I �' F1 EUU1�/It D, THE El_l V�1!I UN ()d I rl-I fit `,PING'1" 7'U t�lEf1 N SEA�1 L E Vh.�t_) �tl�l!_L IJ1 61'V EN. f �1 N Clio tw­f-.:I_E VA rIGN WITH RESPECT TO ADJACENT GROUND SURFACE .IS I�il�(1U18ED, THE' AG rUAL 11, PROVIDE 5 WIDE 8Y a HIGH BERM Of? EQUIVALENT ALONG ll-IE TOP O/= ALIw 11.1, SLOPES S OVER 5' HIGH. -� D1"S't'�1NCE' �IDUVL: rl�lE ��l1�.J�1(;ENr G'f1OUND S'1-IA1 L fJl�' GI VI�N. `� 2.1, ALL FILL_ Sl�OPL=S PLACED OVk I NATURAL Gt1DUND y�ll-IIGtI r5 SrE�:PEfI Cl-1}1N S. 1 (�U,�) 5. ALL GRADING SHALL BE DUNE UNDER THE �SUPEPIIVON OF A COMPETENT 5O.I l MUS r BE W_-NCHh U AND ICE Y�:D PER SOLI.,� EN6I NL=Ef-?5' 11 G'C�r�lAJ NOA T I(DNS. ENGME f�t l W/0 S'tlA L 1. C R T IF Y MIT A!_I_ FILL HAS DEL:N PROPERLY PL A�'F"�� AN,U 1�NO 5l-f��I�l_ a U1011'r A FINAL WAIPA C TI�ON REPORT FOR ALL FfL I_S OVER 1 ' DEEP. 2 sl. CA 1_L uSt� A L Ell To l-�fJu D -II�'2-��I I �J, tr r L Eft. 1' 11 O HOW UI r5' PR I Q[I T U l ,�CL'�1 V�1 l ION. 6, A FiEG'15 T EFir D CI V f L ENG'.I Nt�I-9 SHA L L 5UONx T 'TO Tilt." C1 T Y I)F 7"e/NFCUL,4 4WIM,'��ti��t/r' ���r. ��t?1'!'rE N �,'I:t?r.IF I Cyr T.I�1N OF CU��IPl I:T ION OF ROUGH GRADING .IN ACCORDANCE ��I TH THE. API410VED G't7ADING' PLAN PfiIOR rO .ISSUANCE OF Ttlf- WILDING PERMIT. Cr:9r1 .ICA fQN L r_: Gy /��""' .S'1-It�L L C��, TO LIN�r G't1,�I,UL, ELEVATION Ankh LOCATION OF 1.�Ur�FII.I. �I�UPI.5, 7. PRO VIDE A 8ROd DITCH, DESIGNED TO HANDLE E .1 auy(� Q STOW F L oWS, M ONG TOP CUT OF A SL OPE. fG. ..... .._. .___....r.. noy �//V,�* 0, FINAL COMPACTION t?EPUFi r III L r- B� FIEQIJItIED FOR ,�l.I. FILLS UREA rER THAN C�NI. rCINI IY AIAPa Foo r. sll,�61 fMy qr fl/fi ONI lld[OR SHALL NOTIFY HE CII rY ENGINEERING DE'PT. A r LEASr 2�1 HOURS 1'N (R� w , 9C1111N1Wi5"` ����GG AD v�NCE fiE 06S TINr� FINISH LOT GRADE AND DRAINAGE INSPECTION. y THIS IN�'�Pl C TION 6 EARTHWOR'KMUSr D- At f ROVL D Pt i,IOR O DUILDING PEF{mIr F.INAL IN�PELr.I�JN / a�' �,A L 1 1,� L willP aw 6 94-6 4/V Roma tea - ex1d,1r11va41) �� /(I}/( �JJ/ /y' N /[r' /p�/�//'/� `[� E�y.lU• G'Ur 5'La/ H�a EOVI"1L I C) UFl G►'I.1E�1rLR rtlAN 5'' .II. VI:/lr.I4'AI. tIL'�'�►f!r �l/•,4 f 1�IwIw �w/'l��JF�{y�rI�1G61 Wl`/4 14MY .r EOUAI TO oR GREArEll 0MN O' IN VERTICAL HEIGHT SIIAL.L 8E PLANTED W fH ORASS Of? ZZ,6 V Z064 W. N , - � GRuUND COVER TO PFI CJ rEc r rtlE SLOPE FfIrJM EflO�sxoN AND xNVAOI L I r�Y IN A rr;ra�ir�ANr.'r' NNIXII AIXX f�l.l' H aFID.INANCE NO. 1157 PR.ION TO THE APPROVAL OF FINAL- .INS'PEG'l"ION, a J . NO F!LL SHALL DE PLACED ON EXISTING GROUNO UNTIL THE GROUND W 5 �3EEN CLEARED OF NEED,, DEBRIS, IOPSOII., AND O fAl l DEL,�"T L~F]I M; RA rEW A L, 12. IF S�rEE P S�L OP.ING rEFjti,r IN OCCURS UPON )MI CH FILL fS TO 8. PL A aP-r), if mus r DE CLEAIIED, KEYED, AND DLNGHEO .INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPAFIA r.rDN Si1A L L BE APPROVED VED O Y A REoiS rEREo 50II.S' E'NUIN1.1 PRIOR rG PI. ��rF•w / N r N 14, ?01j94b` YWv o FI L Mir t A . mi Z,4y,y NV TA t"' A 9 TRIN 6 /N 6Yj tf- d04t1'f117y' geL4'y 1�t. DUP fNG fIOUGH GRADING 117 OF'Et�A rxaNs AND PRIOR ra CaNs rRUC txoN o� PLR�IANENT A 7�FZ1Z `a` 7/7r�i°PZ rll f/T,Q rP AZY ZA 01 2T ��'lI�T/�� r�fi�.rN�r a� 5 rf�o�'ruf��5 r���POF��r f]Y DF��r�N��G�E ��oN r�WL 5t�r�U D ���� Pr�c��✓xD�D r� r�F����1�N r AZ59)�%WMIZITY rah ZqLc CJ,0?ArCT1&-N etc FIPM�ff dJ? �WIYNMYY PUND.INIa► NA rFt1 AND DA,IA GL; TO a�DJA C�:N r PROPER TIES. yy.rP AAA//i re7VY71RZ40714�&' . /ry/ //i yf{►q` ////yJ _�//Y� �r�Y// �I M ATOf+•-/�.+►L//j !Ir I� '• ' ' - ,- J4. DUST St1A L L DE CONTROLLED D Y ���rEF�.rNG of] r�f���fl APPROVED ���TI�IUD�, dR) l aP�/, 72':' FaN Ift-Y 71�W- ' Y//,d2 Z A RlfgV)'TLy Y ff.�B'Ml'V.P 5Z�f 0Z 15, ALL ExIS rmu DRAINAGE COURSES' ON ME PROJECT S.I Tk MUST CONTINU. f7P O 071 YlKW AWD 4Z � �i 1 D r l�l►�. PROTECTIVE ML A S I�f I I..,� AND � 1•UNL rION, L�P��,.I1 L L r DUPING S raF� �UN x I� , TEMPORARY DRAINAGE PROVISIONS MUST DE USED TO PROTI, ADJOINING PRa� I,/]r,rf�,S �► "bill�, D UFLf NG Gt?A D I NG UPE CIA T.I ONS. I _ 1 16. S TA f fL I T Y CALCULATIONS WI rrl A FA C TOR OF AT L EA S'T ONE AND FIVE TEN rkl (1.��) EA SE AlE.,N NO _F6 SW L L DE SUBMI 1 ED BY A SOILS ENGINEER 'TO TH6 ENGINEEWNa DEPARTMENT FOR cur AIR .; �..,. ANCB FILL SLOPES OVER 30 .IN VERTICAL HEIGHT (/�/y//(� I 'J} (/ �/ //�-+ /y��+. //�'- //'xrj ��fy" j/ �+ //r,�1 //J� 1I/ ' V/ /r d 6-1)W 6'�1 V 1 Y f / �< •✓t V d I •\1 e/'fi 6 [R N6 1 I,:96/V j`I ��. 1 • . . 1 l w � a 7. EROSION uN G ON rRoL. ALL GRADED SLOPES OPES Stl�r L L BE PLANTED WITH FiO5F A xC� PLANT cl, �0 V/`P�4/,��� //Y ��f�y O f� ��� �����/���,I V,�! �W+��r��I�,�+1'� ��,`���'I l 00! I pfl� y 1 "" 1 1 � - 1 ' 1 _- � "'I ' ,f AT 12 INCHES ON GFNMI Of? ANOTHER APPROVED GROUND COVER. SI.oPIMS OVER 15 .IN 7F c 9 q _ , - - , - �. VERTICAL tIEIGI-I 1, IN ADDITION TO GROUND COVER, SW I.,L BE PLAN rll) dI TH APPROVED VLD &77 kol ffz/r Ye, �� '�� l/1//�/�`/ � �-� r . ra ff rl=1E E , SHRUBS, OR COA18INA rION THEROF. 51-005 SHALL Be PLAN E0 AT 1 r� ON r C�'I1/l'C,QC In1 " OF/J N L L1�►Lr�'I "IVl� f ,� 'G E'�.rf(L'/1l I, 1 ill ra �l r-� �., r � r rr • 'l.. 1=�5 /L�P IN y G L N rF f]a, MEL S, a U ON CEN rE)R G OA18 I NA I CANS, J 5 CAN C,N E S, S OP. O � POeP06 F5 IN FlWeq of C lef rORHIl1 G�GEORIC �LvC, LQ��/�j��' vER r.rCAL tIEI G8 T SHALL HAVE PERMANENT .IRRI GA rxON S Ya rI.MS WITH 1JA CKF1,0d ����` C�E��� k�E"LyDr�'��� ���k/l ��, .'`�rI o lip/ f!(�!��' ���l ��I G'�~ �`� - .. ., _. , � a f� o,�-t�ic'i��� ,�E~�ju r��a,�►'. - : . PREVENTION rlaN DEVICES L� PLC] u.P� G,, rtlAP TER 10,r. . ro gr k1i1G I1�4p od 1A1 6-115CA16-NT. ?C� oo F er� l to , k 6 ti x rR INa Iv o1v 1 FINISH GRADE SHALL BE SLOPED A1�IA Y FPOAI ALL EXTERIOR UAI 15 A r NOT 115S TtMN r Z �) P(Jr?Po005► Id FI�1 Vjge 6 G" 6!_6`,F�'11� /v10 1d1Pj()L j �7'C,� 1.�1G Idyl C'r~ .. �� • R&_6'()4e0C-_0 9... �. .... . v - ,• �< �-- �/� INCH PEt� �ar�r FOR �� MINIMUM OF 5 FEET. /��Lr/V i��)r DC�//l OF �A I�l. fff�V f�r l/fr /�� '/1 y � �// � / / G I V O rF �' M Za . .19. NO OBSTRUCTION OF FLOOD PLAINS' Ut? NA T URA L dA rEP COURSES' SHALL ICE ' PL RMI r TED. d 1 �0. ALL I RoPI fi r Y CORNERS RS SHALL DC CLEARLY EARLY DL L INEA TED rN mr. FI El,.D P0,rOR rO Rill r �OM�1 E NG'Ir MEN r QN ��N Y CONS Tt?Uc T X ONlGlft DING'. "Rill _� ._.__., ......� ......_. ._..i-_ ...-..- ...---•-� �---y_- r-•--- .may _......_. r.�wM ....__ ..•�'M w�'t+M+�'�' .._.... � „� -Rilliial . '. ..�.. �.'. �.. .�..�.. S'OIJRG'L- OF TOFU.' �/5'GU �Il/Y!/�Y al kill �1 kill Z IRA t it 9 1: CHNA RK SOILS ENG INEER �� I!�W � � � f 11�Y. ' y w �w NTESECrxaN Wool , tfl�llfdlvO;Vgx R.I VERSIDL G OLN t Y BENCHMARK T 32 O1 IN fHE NO i Tnwe s r CORNER DF' rt1E xS l4 '20 ��>� P/ - IVO jib Gl�lU �' PWY� Xlf, f� F Ft aN r ''1f?EE r AND rlANCHO CALIFORNIA x ORNIA ROAD ON HE NOfl ftl ORIOG PAIL OF A 8PIDc���: O � S N F a VEP H AIUr]HIE rA CPEEK ON THE Nafi HIVE5 r CORNER OF HE 8P. 10 E. A a J/2 81,M,55 DISC S'TAMPED r--32-OJ ELEV. 1001,970 odej S/ 5 IN' AfA SCALE : 401 f 1 , rr a gm .�ywllyrrw..WiWF �wrrrrr No. REVISIONS A PPR. L'r i Ti- U111DER rl�E SUPL­-1?111510�1 0 _ PPEP) FLED 8 Y: at 1 SIN f..l Y. A -Y/ .,� �. D I� . . r a ����c ENG INEEP NG r..,,'ITY of Essio � r A d r MEF T I Dc'SIGNh-0 8Y., 41934 WIN S' 1_704, { J. AN Y J TERI CH R.C.E e1914 TEMECUL A Cal . 92390 �. . A r � �� �• � f IE V r�.1�ED �1 Y, ....�..�....� ,�......_.�.� _ 6Z6­­-5;1,15''' . DA EXFIRE'S 9/ 0/93 (/_14) W, C 0Iffi/ON lkrEA LTH A VE � � No. 21914 «,....�...TM .. .-r--.. ..- A 1�'Pf�(�V�'p y S CA L E. �3 ENr,,,'f l�l�1 RK: SHE 1,XO ts 92633 FU��C�ER I��N, ��a , DA TE .�, LaC uGI f1 --At. s TIC��lirP T 9.C. E• 372;�4As NO rED SC" E AA P11 922 //0 0 ROVE, - I l: NQ. >' '6 5 C)I-f�U- CITY ENL�.IN�:ER E',YP. 61301�J2 t OF C A�� � L f I Y OF rr kIECUL 1r ;� YAiY/es eg N 74 °10' J9" E Pk 00 ' ��� ,✓ar HOC/�.N BRAD/.✓G / / � FUTURE flEJAIN/NG WAGG� (SEPAR47EPERM/T/IEt10) �' J. /* SECT/ON A'- A ' '� A T.J: l/ j u� � AA14) a0Ji � � / 7.5 mod, %N1 EdlsT/N6 '° // � • � I 1 a � � / � / � / � � I �.Pa� �bo I \ � zo•emwa ro i � � � � � Il—•��' ........................................... SEC T/ON 18100181 � N.T.Psz 40 / i ,/ � / \ � ail✓ � I OEM .--a "low" go Ic 00000 00, 717, Q\% SEC T/ON 'C'- 'C' NO T.J: 1 i gap— Ilk fY 000WAV GINL OR EDGE OF � \ \ � � / / / O( � VBOPOJEO 00000 CONTROL JGO�E EAJ'EMENT !W/CNEVER IfCCOd'ER IO FRONrfTREET). V n a, 7a SECT/ON •D,_ DION • q 7 � A T4r. Ole ,Y4 TON AlO RAV 30"TNICK R/P—RA P CHA NNEL DE TA/L \� � � — —E— — � i �� 1 /� \ � SECTION 'E'-'E' ' � � .. i � � I NO T. X. IMP e o /*75 L ?7 .r X74°20'99"!✓ e77.J'J' � i I I R/wlcvrorr�,�Eui�n) �I SCa/e 0 / �� = 20� ` � � � � � � � �GAG7NAN! R/W ikit yo E: 0 20 ao go i2o Na. REVISIONS APPR. DATE py�pq,QED !/NO R THE 9UPE.7 5/O,VOF� PREPA RED FOR : PREPARED BY: SHEET QPp4ESSI0Nq� r, � oanw,v ev: __ A•_✓_T TO-O-MA C ENGINEERING CI T Y OF TEME CUL A Qy° �N� � TF f� � ��� DESIGNED ev:__ A_✓__T 41934 MAIN STREET E.C.I. ,'.. � 9� y A HON J. TERICH R.C.E. 2191 4 TEMECULA, CA ., 92390GHGR� ^ M 2_. n EXPIRES:. 9/30/93 REVIEWED BY:__A.�. T___________ �a CZ., s y DATE: � /7� (714) 676-5715 3517 W. COMMONWEALTH AVE. � ¢ rjo. 1 9 1 n �U A PVRO�ED [3Y� � SCA L E: BENCHMARK: C UP7T � F _3 SHEETS y� SUITE ,a , FULLERTON, CA 92633 * � �1�� � AS NOTED SEE SHEE T / APN 9?2-//0"000� "Jr F'« "o. ,pj. � I V ��" ���,P wTt DOUG S M. S7 ART R.C.E. 37254 qr�Of CA��F� DEPU Y CITY ENGINEER EXP.6/30/92 W. CITY OF TEMECULA JN 7517.E ' +•+k/Ituln►►a w.,rrwrrr'r w.,we w•row•rrr ..ter,...�..,..• • N0rE.9 .... 10 gra opera �oson o o � r�►9 • e ax�•n sort o October l p xt .► q A y' r j f proved 011P 7 CITY EN61WEEI? EP:6/JO/09 rite NO# laps red a for alb. Trough gratdinq �. Sri csS43 o en # call / " 74 ZO'f J9 r ..:-wwsw.Aw+wyA. ..rm w.wl.rw•r.'.w.wrtr..t«w.rrw.+'+._.....r.•,,,tMwr vnws • , ; ♦.. r ram"•"• +� err„ • � � � � � 4. . !, r. +. A ` ..�' ' ...r.. �•.� •x�e , design civil °eng. . ever ill 4u se arNio a ac c wo�r� �d insuuro i►t wo�r�e �► in Y a►�- • , proved1 e k d ..1 -aJ r n' /fe 1w +1 i aka r o,���r �c,�t�fip��t. Vol:' ��`' ��� � Wor� 0 �. bo �t�e • , , I A I k , av� . b $ �►�► "' 1 C"in� t o #►Q i► elc ss . tetrials tali be �V'e�,lab 0. on S and° #. .+ at Co n �, veniont 1 ►tions •tca facilitate cst#.on• of te�t-- or'a! "de'��,c+�s when Grain �,s min f. r • ""��;' . � : ►vice* l not' b me va( or mod without 6 approval the, City Engineer ,• ,� �. ," 000,do r . ° XWA • .� AlI xemovable� pxotective devic shown g4a1j b in lace e L a A' 'l a vain r ability 040 ; - i :,. � y s �'� � �" � ��to�f � silt t�eba�'i#� O�]� b++�►► re�1oN�t� �,. _ Irk` ton +des d detsi basins et0,� BAN 1 _ " ,• , 1�',,Q d • , ,� �/ ed areas around r eta.tteian � eat dai •aay� A � •• f�rola the face of 61 at the c c�luslo of 9acht work • 1 ` '� g.► The contrAct4 ' s k s t n a rt � � • � � � .yi N s ev f ,� �► «. where �wad or�at�' � f ray + R I io�. ... silt b are to'be 044 v idua.► ear Ora CO*lei , 00 R chan oje A "•p w t 4AM City.0e��i �� � right g r to 1� f 1 zvd�►tica .ioifi". 1 As deem n No I•X � k f 42 X nfoMt ► Q is for a rosion n� vnl ��. otberirtion ect t � .. , I f . } CAE RAW ' orate Oro #�©n Iworeg�Ired �q� �aanu�ae�►�� aft h a .a ea �prlor. to' a � pl q' . II�� !• 4 � f f / rtl/" 7 / 4 . Axedd shall a zdainta iAgd',in such a s to that fire a ce s '►� o� � f � ...... ._-w -- � shall :�nafntaIn�as a� all ic�,mea (including access' to nei�4 WNW ]� N obatxucti or disturbance a; natu•�ra►l da ainage� courses r r.� o ex st s2dr s drain inlets shall occur. during" then gain-w, f f � �-.. ing season., un�.dss Ad ate , te�mpo�r��lpermane�nt% darainage � facilities a e bee» a roved and �nstailed' to carrysurd" f �, g Face wa�tea� . a the nearest practical street, stow drain or natural. water course. R FS�' ,. '1 •Ir •'� f f f f ,� 'o, Tu ontra i s .�, His © rations in uch a- l l t I1 bQcontained Withii, het Q •eta► toe orn 4;*JLn o which eterve e i,., ► �' ,o off front on i eca sha ,i not be f ', ♦ t f f f f r(` 1, V*d to d� rt to another mot f «SECrION q f f f 1 � COMM �° itb t'� re 04, theses plane shall U4 A V' N.7♦. f :r` ` e► ° s tie4'1 z" �'�r0 ► hti x+eBQnsibil►�.tli3a tG .w � f f / � t� - � site .� add act xties. xem�o�n� erosion con,, 401400016 o not be I ted tooconstructin f f f 1 � such mo sures5 aa-,firer necessary XP94 t to watet: mud and gxosion an�a e y p �rte property an a result of the cons"-w E kx 'oatof �" f E d'ov�lAy t l�►� p � � f � � l pconstructed ,par�•or t bey lot shall b treated Q� [,�► t . , for eroe i6a coattoil �arjor to obear �►5. Slopes construct-.* 'N, ,q, fir', 1 e erosion� i 1 �� �$� shall �� t d for r s n control Go�rRo� 1 � .�, ion of slope., rogresses in Increments of 25 �rcorf 4AiJ,yE,vr J�Nv��� - i . / ' feet v m ® . ��Ica �c�c-y�R ••� � Fe � • �ux� rt ��o�rr�rrR EST�. C`,� �► ..M! � Iwo 4 • i ° A • k.n, ar" ale be barou ht.. 1 A • / ' .+ , s; ' p g 11 de and duurin, p®1" ,- * T ® r shall be t F completion prior t protected b va iQ seasuuresc to L el erosion ,nd the siltatidn + og, dotareaa� faof•�•it#, � ac�j�►+�ent e�as. Wiese mes, r 1 o es u not be ed to:# tem Ifs-rI �� ,,� ► �ol der, bu n t o ry e4tb► �\� xx of �, or paw�sd t ea �- w $ de bares ar un4 areas ;, ^ +sari, of f s ►opes by a ace wff i co FECrION �, - pand rig areas toAlt runoffj tempor� cbtevk da a ' •. . in to q7o► of sic di desk. t runoff; protection such M � � � / r pe � �. rutn � � � N,T. as oan4 bags around eta whicbr have not een broughtl u m �` /' s.r`;- ' , ' , t adsi and eaarth �. an a ro i din to direct a► age 4wa►y from the edges of a a to slopes shall be ►`"" °,.Qf �tat+ed and main finned on those fi aareas l operations are► riot J,P progress. . . ,. w Aga • ti.'or H+:'..@y, ^ +M L. i .. 20 wr v w # '�" f cut brow.dit ob, wh e 01% �" 'a pi • , • °` ✓: ` ! connt "ucte4 ride to " 4ed. 12 feet of icall r n . ., l rearing and, bang should be limited to area , 11. w: ► thatr W�, din a Xros on cO ....._.. ..- }; � i �, � �► r �� c3gef�Va 1mn�e eta � �' � n Z s a �n y �► be required tc� Qu prot4ct azetae which have been clued an grul4bed prior to d vat o l are subj t tp d%1 +u 9 rAknof t duriri the �4rfo9d ,Theses e� es M i � � � ��r � � t�� ���n rr J14 /V'V���� (• � i: .., �}; ,^ � � m �'' 3nv�utda bud shall not be ].im.�.tec� ta: gara�dec� 'd�rtcbes 1 brush barariers ,and silt fe a A n nc� to 8 ` be execlsed to reserve 'Vegetationo had, p • beyond 1 im3t t o dr n � r� ro r•1 a n * • • r + a � g r mil+ /G city ap ravarl of laps does not roll th 4{■y p e deve�,opo f1c it RIP Pons � � for the correction of e�:ar©� anc#� o�ae�,o ", ,.• dis�svvoa�ed duurin constructs R ' DE . g z est e e r f Y ns En �►io all. be promptly m submitted p pt �' ub fitted to a cityr -,,, ' , y,, ,, ••' .. g ►er for approval• • r 1T ` • r r resP k" w Y 'Y tit ^ , , 1! • • 00 0: a', AP Nil "V 'r X. ,r { " i t e i f t II Ie n 4 R ,Y r t woo= :r �R..r. , r, ?84& Row if r. P_ 10, " Menem- W. MUNSON D id� 20 f i VAt C C/rV Of T • RED FV11[L-13 • � No� REVISIONS`1`�'14NS -� PR PARED UNDER rHE., PRE BARED BY1SUPER r , . 910N OF Es co/6 � !' <% ,, DRA N B Y: ""646.. .�V, �. .. . w .��... G w MA C ENGINEERING SHEET lMew- V �;011 Yrr 41 9��'7� MAIN STREET 3%117 � � d y e ............... ..ver.._-.._..r. ....._.«.,. ��� �� •��'�� ��Co�� ���� � Mrt1•i`I M•M•M1 Mrr•M.1►•..A F.A•rr. MIM N+•.A IpIM f..l•Ir1l•Mq•MIM r11 TENE WEALT" AVe. p T ( REVIVED 8Y � � � • 92390 R�1,.4 k�• ��•�� � � � �w 1����A�� 9130193 NIM r•M1 IMM Irl•(A WII INS•r.1 Irr.1 irk w 1All ru•wl/iF.i Ner w Ilr.Frr 4 1 e"A '. , i:, P�., f .- g w..w.wrw..r.'.w•..rw..r...w �...r._.....„-„ .....w, •+..r,.r -..»...r:rrr.."--,r-rr.wr....w...r (714) • sul r1E A FuL , :!U6 i L ER "` APPROVED -------- SCALE# BENCHMAI?K yw..nw.ne.ww..e.nww.!r,«.. i:,a xr..rv•w.,..,.xr .y„u- •. A p{gyp y/ � . . .'�,�,���d'�r -'...w.._,ww_N..+.r.........swrwYwi. .w l���l.� �1. �■/�/F d T •ESA r Pe �4 ��