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HomeMy WebLinkAboutWinchester & Santa Gertrudis Borrow GRADING NOTESI ' 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, t , \a \* " * : w, ✓ } per— v CHAPTER 70, AS AMENDED BY ORDINANCE 457. - - *" -="" %' .,'_ _t '1C 4 2. ALL GRADING SHALL BE DONE 11f ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE REPORT ENTITLED ` ,��1 -� t %� y \• "GEOTECHNICAL INVESTIGATION, TENTATIVE TRACTS 25213, 25214, 25215, / ' �} - CAMPOS VERDES RESIDENTIAL DEVELOPMENT, TEMECULA, CALIFORNIA ' I / I t t;1;= "' .-_s _ - • -- --- --- NO. 89-81-I65-01 BY CONVERSE CONSULTANTS INLAND EMPIRE DATED, _ 1 -- --MAY 10, 1990, REVISED JUNE F, HJ90. ,.. ..•. ,. ' 'I✓ r 3. minimum BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE t It IF CUT OR FILL IS LESS THAN 101 , 2% IP CUT OR FILL IS GREATER THAN 10' . DRAINAGE SWALES SHALL BE A MINIMUM OF t / - - ==wIII - t 0.3' DEEP AND HE CONSTRUCTED A MINIMUM OF 2' FROM THE ` y ._ -...-. - - -"'•^^r-*��•:s,----�--- +•r_ . . _ - _ HI ,•IV ,-._._ Y J ,/. Y ' FILL SLOPES. . . <_ TOP OF CUT OR �t - -- - 4. NAXIMOM CUT AND tilt SLOPES 2t1, UNLESS OTHERtPISE �Y � _ �+ - _ - 1 ( 1 EST Ro F _ 1 wlni \ '�\ `- / � r S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A t lj / • , , \ —�� - r _ COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL ♦ ; ` +q • " -- rJ s NAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. S. A REGISTERED CIVIL AfGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THEit APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING 1 f \ Z PERMIT. CERTIFICATION SHALL HS TO LINE, GRADS, + ELEVATION AND LOCATION OF CUT FILL SLOPES. / \ I y L '/. PROVIDE BROW DIMSMINIMUM OF 0.51 DEEP ALONG TOP OT I � l , ! ' R I �� '-- - SLOPE. TLeM U 6 0 "OF TEMECULA BUILDING WATER, CO ECLA A M 0 l I 1 S. THE CONTRACTOR SHALL NOTIFY THE CITY O i Y / �BN AND SAFETY DEPT. YM A11�Y TELEPHONE 694- 640b, AT LEAST -24 "Rdtl1L W _ ` '- REQUESTING FINISH LOP GRADE AND DRAINAGE INSPECTION. - I _ t * I f y MB ),81i9 Q.D. Cd. I THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING I / t PERMIT FINAL INSPECTION FOR EACH LOT. / in ' 1 11 is 1 v . SOT 117, I . 9. CUT SLOPES EQUAL TO OR GREATER THAN s' IN VERTICAL Q OT 1 HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN ✓ n l VERTICALHEIGHT SHALL BE PLANTED WITH GRASS OR GROUND ! ' ! BORROW COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY • I i IN ACCORDANCE WITH oRDINANCE xvvmER 4s7 PRIOR To THE t APPROVAL OF FINAL INSPECTION. , ' T - /' 1 - ' t `,' 1 :__ . -- A �' " I f ; SITS I� ' I ' • } 10. NO FILL SMALL BE PLACED ON ESISTIMa GROUND UNTIL THE GROUND HAS BEEN CLEAREDOF WEEDS, DEBRIS, TOPSOIL, AND CLEARED OTHER DELETERIOUS MATERIAL. ALL TREES, SHRUBS, A.C. / ' I PAVING, CURBS, AND OTHER VEGETATION AND DEBRIS THAT MOST • �'��:�. 1 - ' , HE REMOVED SHALL HE DEPOSITED BY THE CONTRACTOR AT A „ �\ - 1 • / / * §� / RIVERSIDE COUNTY APPROVED DISPOSAL SITE. , , x a � 11. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED 12. DURING ROUGH GRADING OPERATIONS AND PRIOR TO ,. �: I I ' �� F. f ♦• ♦ __ __ CONSTRUCTION OF PERMANENT STRUCTURES, TEMPORARY DRAINAGE JI - - • +,c 'I � '> . t CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND V %�� �/ '"'' r -ni4•'r'' n o - -.• �- , ` I ( DAMAGE TO ADJACENT PROPERTIES. t ' 13. CALTRANS ENCROACHMENT/ HAUL PERMIT AND TRAFFIC CONTROL IS •``• --�T�,�.�-.�.�-w� --�� --� -- T '' � -' / , , _ -� \ REQUIRED TO ENTER OR CROSS WINCHESTER ROAD. , � - - �. / --- \ • ' t /�/ / . �. � /r / . - ��� All i - • ., .� ..::�'� .i _ lay/ �� ! "� _ �`/ " / � �,y' I. ___ q�, l' e - _ ,l_;.,._..a:• \�� \ \ \i!t: LOT 6 OT is ., - .• ,. ��� ' I Y I 1 7!11-� ' `r4 Z` ♦fie` • 'f. i ��• ` �.� �" ` j` ` � \l ,� �f � .� '� ` . �• `_` * ` OEM- A3VV YER s , � 4 •�♦ , ` �+ , i y l , I , � � \ . �f- 'p FILL SITE LOT 1400141OFTaEM4PpF THE rtMECULK LAND AND PROJECT E1TE , f ' ��� _, • . .-�: � •• • / ■EOFORD DEVELCII�NIENT COMPANY HATER COMPANY AS SHOW •- ' �• IN 9 •ETQB •MULE OAK ORIVE 4YPAc 359PAECORDS ILE OF - RAF ^ `icy , ` ``�'•�,, • • �a , ` � t SAM DIEGO COUNTY. ION MAP ��` . -` A` , • , RANCHO CALIRORN E IA. CA. 1Nl LOCA 2 O Q� '. • ` ` ` , �., 1 7 - 4 ". i _ „I<1 LUCID CO REA �•IA / esa1 Fes" r �=�\ �1: , � • � ;� ,. _ / O' IDO 200' 300 4 ' m No.36306 2 1/2" BRASS D28E IN COW. MnWER STAMPSD 'P-31-51 J l -- . . ` ,a • ' Pr IM THE NORTH COR. OF THE M. OF RANCHO CALIFORNIA ROAD AND 111E s .. /:: F CIVIL * < - �, _• ' SCALE 1" = 200' fI1GIMEERAIG � _�.� .(•�� . �;`� 1 ROAD. s6 M.M. � RANCHO CALIFORNIACALIFORMIA ROAD, 110 N. OF YRE2 ROAD, J} 29' M. OF FIRE HYDRANT, AT THE EAST EDGE OF A s' X 15' HASE"FOR A �� OF CAUyCP N - 3.5' X 12' (RANCHO PROPERTIES REAL ESTATE) SIGN. 91491 102e.3e7 EOIJRCE OR TOPOGRAPHY, REVISIONS APPROVED BY h � CITY OF TEMECULA ` ID PICTORIAL ECIENCEE ING-NEE .IS c .L . NNEA/ MTI' 11 RIGISTtREC CIVIL tN fWtk NO t*-It,IA.A LIE Mpu 6.wwwr C.UM bOtalF10�A/ 61T1� r+" AERIAL TOPO OATEDI e/7 E/EE ` APPROVED er: $CALF:. eENCw�A+Altrc, FOR OFV SHIVE i3ei- - ,III _,_Z 1'"NEoce WINCHESTER ROAD AND _ _ `VICINITY MAP SEE ABOVE ` SANTA GERTRUDIS CREEK FILE III N.T�S. APN 910-'�'r30-0013 DESIGNE08v. DFUWN By DEPUTY M. STE WA T1R.C.E. 37524 E1�P. 6-30-82 >•�., DEPUTY CI ENGINE Iri' OF Temee to DATE CHECKED Br: REGIONAL MANAGER. DATE6/11 S/BY w 0 ' F B , - 1 - J. - ,v I i �� I, (I� ✓ / ��/�, _ 1�11�\ �- — � �` � / �/�I/ I�� /Y�:�� �/,/ / / i� �i =��1 ' �I ��r , � � � \ t�� a 1 r l - ��,( ) \ �\.�� � �I '�� \ � �� � � '\_� r��l �� ����'� � ;.i �� I � j�� ����1 ' � I � � � a � � F i -✓1_ 1 1 e A 1111 �t I�t lea r,k \. V -� \`.�\ IV A VAV� �V 1�_' _ - • � 1 v 1 'f� \, i1 1 VI 1r ' ( , �� 2 �.. ��- � 1 VA. . Y A � . 74 - -- a / /- -_z i it f'r '•� i v , 1 v, -- - / .,� I� N \ --� _ //� - - - .'�- - v .� vI 0.�SE"JCTTIION�C- qq I . .. � \s tea\ _ .\� /� a •\ `�� 1 , �_/ �. /N, SEE � _ - - � - _- -- . \\4iN� j _ j - - - � - �-_ - N ITV - - �Mar, r -^� _ �I {.' l/L9lJCE B -ti3 , 1 •\ Q m _ s\ � _� .�� ! i - ,_ / ��pjppOf r-�- � � ; ��,. �A i i �w\\\�\ ���w� � \v. II' I �I \•? \ " �+ ;� ` FUTURE R/ i _ If V' • Ba. i f /BAG NGMT17 /TDIAPb�RTYL/NE ,gyp TDP N t fAfW. ix � .,r� SANOBAG, /640 9/6H SECTION A—A R/v-RAP o. 9 o�pOfEssio 2: /i��p M 2, 2, SIDE `VIEW �Q` SECTION C-C TEMPO I?ARY GOWN IIFIAt1V HECTOR m _y� 1 /t/RY UPSTREAM ENU OF U/$GN/EEN 6 W EUCIO CORREA m� EARTHWORK G1PANTMES J 1 x N0 06 * BROW DITCH DETJ�IL. " p/ERtAP ANY JOrNTS r OUTLET DETAIL ' i � NOT TO 6CALE NOTtT'O SCALE EXCAVATION: 250,000 C.Y: (ALAI" , OF LIFOR� 'F NOTE: GUANTMES IJNAOJUSTED t CITY OF TEMECULA j REVISIONS. AI'VkOVLD UY. ® � ` FOR SR/NKAGE AND SWELL �r.� ENGINEERS 6 PLANNERS 30 92 REGiSTE� '�CIVI LNGItTEER NO &,Pj a n.pp y Rya, yK Eq, Roo cabm . CA/2]OD BORROW SITS s EROSION . CONTROL QUANTITIES DATE. exa mq asezzs °. FOR SANDBAGS . .. .. . . . . 1,000 EA . A.vvR tlY SAN AH GERTR ROAffLmD AND CREEK" OF' i — , scAEE: I BENCH SEE ^SHEET N0. 1 Ea RIP-RAP(NQ2 BACKING) . . . IS C.Y. � DOUGLAS M. EWART R.C.E. 37524 EXP. 6-30-92 1 � IOQ ~- • a/ISOEEN 200 S.F. DESIGNEDBY. HAWND BY. DEPUTY C 7 ENGINEER - E NO ' • " • • " - ' CHECKED BY REGIONAL MANAGER. - —"- Dn1E. III (0�90 CITY OF TSIMCULA DATE g/ 18/B9 Va'.O. E tl A