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HomeMy WebLinkAboutLot 1 PreciseGrading 1. � I I I„____ I - ii --------------------MIN I I _______ �= �i ilIll .... .0-00*01 " I ,----, ,#,00 ",__:"".-111", 1-.1. ,_1-1. GRADING NOTES Q��%) .........11_. 1 L_ H �- � , ITI HALL CONFORM TO THE TITLE 1$OF THE TEMECULA MUNICIPAL CODE AND IFSTATE 56•�a "' _F . e �-'� t 5', � 1. ALL GRADING EROSION �&SEDIMENT CONTROL RELATED ACTIO ESS CO , ALI�F( �IA _ I .,.. ­, �. "I,�..� �T' � I1 � _� , .ITS �T' � ~ ,, r ,, APPLICABLE,THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NPDES GENERALPERMIT FOR CONSTRUCTION ACTIVITIES. o �o1 _:,15;;. : ,.,.`,: .,-,*** _.. � 2IIIIIIII "r_ a,. M . 7- ., 7 �a. ____,_1__:::�5 2r MAXIMUM CUT AND FILL SLOPES SHALL BE 2.1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. ,ii OT , ._111 , PLANSt .�1Il-, -., � r R- F-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5)SHALL BE SUBMITTED TO THE LAND DEVELOPMENT SEDING .w... , �,N3. STABILITY CALCULATIONS WITH A FACTO 0 .�--� ,." J N INEEROR GEOLOGIST FOR CUT AND FILLSLOPES OVER THIRTY FEET (301) IN VERTICALY A RE I TERED CIVIL ENGINEER SOILS E G - - � - .,wY.INSPECTOR B G S - �, ..... P ms,,...µ" .' 0 1___" , � 111 ., iii ..1 P .:✓'" ~✓" ��, r� ""_.111_ ,� "r"".*"' i I 111--.- '" LJ .�./ �„/ LA� �� U ,A1� 011 �. HEIGHT. .f TF look.I3 4. PROVIDE AS APPLICABLE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS,ALONG THE TOP OF ALL COUTY F RIVER IDE •L (�too { GRADED SLOPES OVER THREE FEET(31) IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM ,.~ y..11", ~ "� I �; 1, " .... MAPS, f 1 T' 1. Y,�. ECALIFORNIA AS PER MAP ON LEIC� I2PAGES 59 ..� OF .,,- § 5 r F THE TOP OF SLOPES, STATE a11 I THE ,�5. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO APRE-CONSTRUCTION MEETING AND COMMENCEMENT OF ANYIIE ��' wr ...rI �I 11 I - CONSTRUCTION/GRADING ACTIVITY. ",..' � �� -Y-) 2 is 6. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES, NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES STATE OFCALIFORNIA �� ..,. ..M.. i 0 4 SHALL BE PERMITTED. TF bole 06 1 r � " �,__1 (�)SEA BENCH, T YP, 7. 8.TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED, PROTECTIVEMEASURES SHALL BE �J�AY f �,r.,.� _ -�_,__[ IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. �aL ANA ' 4) 11111`11I k /` SW 1001.81 11", 05 g �,.ry Orb n Ic- F WEED DEBRIS TOPSOIL AND OTHER . 8. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED 0 S, ,F _____ �� - RRAIN MUST BE KEYED AND BENCHED INTO EITHER � '� t DELETERIOUS MATERIAL, IF SLOPE RATIO EXCEEDS 5.1 AND IS GREATER THAN FIVE FEET(6),THE TE US gi I .1 �'BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT(85/o)WATER SATURATION. �OAP r -__/ 9. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO QfRI TA p . '.1 d, ,r 4 G �1AR ,'THE LAND DEVELOPMENT INSPECTOR TWO(2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT(11) IN DEPTH HAVE BEEN PROPERLY ,,'. 1 /: SW loo/.9 PLACED. F ,'/ /,-/ ; Fr 'fi 10. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-308-0395)AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH MDR G,4 ���rrJ �- ROAa f. .� J) LOT GRADE AND DRAINAGE INSPECTION.THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT, - - `Ia r s E 4 11 .. _ I I 111 PRIOR TO RELEASE OF A BUILDING PERMIT,A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT TO THE LAND DEVELOPMENT . M. X CJS � ��'.} ! 1-,�;.� (E)PICNIC BENCH, T YP, a , INSPECTOR TWO(2) SETS OF WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD ELEVATION IS IN y � `- �_ . '. ',NlA _� m� (E) r0 T L 0 r FO REMAIN CAL I FOR RCA D ,- CONFORMANCE WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. :.t - ._ a,__ . FF` ,i C �`�- w.� CD �" �R T, CMP 36'p CUL V (E)CONE. WALK (E)CONE, WAL K N _ (E) � . 12, PRIOR TO RELEASE OF A BUILDING PERMIT,A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR �, RA 'I. , _V1 ` .•_ . 4. n . i;8 i . TWO(2) SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN DONE iN CONFORMANCE (E)SFORM ORAI �..�, 11 �- _ �. . .�,_ WiTH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. Zrl M JOIN(N)SIDEWALK TO(E)W/#3 DOWELS A F I8" 10 z TF 1006,64 `,-- IN 1000.87 GRA TE 1 HAINCLUDE, B T N T BE LIMITED TO INSTALLING WHERE APPLICABLE GROUNDCOVER TREES SHRUBS OR 1i ; \ o.C. Wi�"EMB. (TYPICAL) e 3� 'OST GRADING ACTIVITIES SHALL U 0 INV 995.20 ,.► �- TH TEME LAMUNICIPAL ODE PRIOR OF INSPECTION, SLOPES OVER FOUR T \\ _T\ rr COMBINATION THEREOF IN ACCORDANCE WITH E CUC ,(N) x 48 x 39 PC SIDEWALK �., E A'cA DRAIN r �� \ \ (E)CONIC. S TRIP () � f (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P,C, f - -- " . _ -' CrW 995,23 \ -w: "- - - FO BE REMOVED ,Fir IN laD2.Za \ d 1T -' '' ".1 _." NOTOSO \11 w _,__..,., c� -� �7 . I I�' _ � .� M __- Tw 1003100GENERA. N� E _ .s (E)BBQ GRILL \ r --_. - Fs 1002ID a�I �`, FF 1002,00I 11 ' FS/vole 86 - , o 1. All work shall conform to the requirements of the current edition of the Improvement Standard Drawings and subsequent amendments, -�-- - 1N`, • �Ar(^ F /0034 F�laa2,34 I SSW►i �, \ �, -...,...._ (E PICNIC BENCH T 0 BE REM VED t ' engineer f record from the responsibility for the correction of errors or omissions discovered -- 11v 1001,oo :, �p"' 2. Approval of these plans by the City or its agents does not relieve the applicant and eng nee o eco d o e p y � ��� -� �, / - - F3� , , ,1 \ C . -�. - -= FS l0 r r IN 1002.z1�� i e � IN 1001,50 <, � during construction, 2 y., r rr Hp ' IN 1000.68 ' M ' rc «I �� k a.. , INV 100150 PROPER /M'') V )A`I � ��.��. HIGH Po/Nr ` ie ` � r r . r r implementing . !!\�./!�l\r 1 L INE \,�\ �` // /. '.."Al \ ^, �• a .", TW 1004.00 3. Any construction change must be first submitted to the City as a redline revision for review and approval prior to implementing the change in the field, FL oW,1Nc FL /­__ I . 2 ,, F F r LINE _ - /� dY � �` X r . r i"..A SEMEN ICN \ , in nencroachmentermit rior to an work within a public right-of way, INISHCD GRADE FG w 105,oo 4. The permittee must obtain a p g y \ °k w �� ----- - pp p Y µ 11 \ E,VISTING CONTOURS TOP of WALL TW (N POOI FENCE ME r 4 F 1001,67 .._w ., // /, FS 100 3� �� �p. .�; .00� 8 . 1 ! pre-construction meetin two(2)work da s ror#o be beginning construction. : _. 5. A .,mitt..shall schedule aF WALL �w f Fs l 0/.90 . o �100 .67 p g Y p g g ao F TOr�o _� FENCE LINE(POOL ENCLOSURE) , / F �00� �a. a, ,wOPOSED FS 102.35 r I N/SH, L OOR FF E RE FA i NI NG WAL %2� �. ,��, � �:, �..�....�..�,, ,,,...��.M...,� �,�......_.�. ....r...�' �. n person shall engage in or conduct construction activity, when the construction site is within one-quarter(114)ofa mile ofan occu ied residence, () fool.�5 / / �:;" x; G• . 6r Cify ordinance 94 25 states#hat o pe so s a e gag y, q p TOP of CURB TC ! 4 /' _ r` lN,~a0z.z2 .�.� ;.. �� • r CENTER LINE OF ROAD --- -- - NV Oaa. , FS IOD2`35 4 � ��. r o `p............... „.,......, � a ! hr u h Friday and shall only engage in or conduct construction activity between the hours of 7.00 A.R and 6.30 P.Mr on �-rr \ , 4, IN l 0150 �2: " between the hours of 6.30 Pr Mr and 6.30 Ar Mr,Monday t o g y yy rF _ , . • ...� x TOP Or PENCE w -- I PROPOS...D RE FA/NI NG wAL L �/. /id`, it .n„ p \ \ '- ao9 E TR E FD BE REMOVED i Saturday.Further no construction activity shall be undertaken on Sunday and nationally recognized holidays, FOP of DRAIN TD1. () ;..._..'' �.µ ,FS I, ,35' r . imply r r TOP OF GRATE FG ,`,,� \'\ '��, .�r ; °.Y ��,. ,, , A : EDGE OF PAVEMENT k, ,; ....._" �_ .�� r, FS 1002,� f 7r The issuance of a permit b the Cit does not im 1 or provide an clearances from state or federal agencies re regulating the provisions of state or federal endangered species acts ,, s �I FS 1002,08 Y r - � p Y Y pY p Y9 / \ y r r r . . . . . , . /'- -...r..rr www.......+ ..�w.r.rr.. �.......rr F RB JC �,..,». •� ,fix ,",„.............a" .....W..1 IM 9 .A s�1 BOFTOM o cu _.� M R �- TINGDG, L iNE �� ,...._.. �.....�....� ,.._. �, �` (E)BBQ G lL-- F' `` 'XIS G � 4\ - from(hese agencies prior to an site disturbance or radia \ N " C PDLL DC �~i or water quality regulations The permit..is responsible for obtaining the appropriate clearances o g p y g gr F 1 Yr (� C- r h �,,.,I r. ,�.. f,«....,,.,..-.-✓' �..w"' p............."w,." /„•.....,,r /w--.--r"' ......•.,,..r 1 - 1 A ', f! r FINISH SURrACE r S / =a BE REl'IO l7Ea,,.y � 7, `r' r PROPOSED BLDG. LINE - \ �`� RETAINING WALL OOL F c V `� N � F \ �. ,,' ,��:........, e,.__........d� ,......�.,..� ,A....M......f' f..............�' �. � ,..s�.�, � �`��'° (�) ETA � AL Wil P EIV�C A,� . 8. Emergency Telephone Numbers (Answeringmachine is not acce table . 951 699 0817, Ste hanie Woolard (Responsible person/Developer)(Company)(24 hrPhone ASPHAL r CONCRETE �C I:. ,� ,� -9 Yp ) Fs�roorss. ROOF L lr E \ 1� . ' ,�--�-� '1 - A r 4 r RE rA IIS H r c 3,_ ., r� PORTLAND CEMENT PC f"I'. 0 x �IT3 100 5 ,Number 951 5516165 S enter Woolard Res onsible arson/Contractor Com an 24 hr Phone NumberM( p p )( p Y)( ) __ _ -11 1N 1002.o , , A' ,, Z . s 2.o��" /_ ___ . ___ ____ _ � ,.w.M...... ,....M....... ........ F � 3 F loo Pvc DRAiN L/NIC _Z ____. -. _ �. .�. .. -=__ RcINF. coNCRErc (\t jr J(�/ r � FF 1001,zl Iivv 1000.a0 11 A.1 Tco i , �,� .� � 1(w . . r r E)SIDEWALK WAL 1 1 PAT .�. y�',�. ti,•,,..„ .,„.,, ,,.,.«.........r° ,w-.».,+^, �..""`"'�. , �.."`"m."`.". �,,.,.,. ,� 1 Z r ( / \ j (E�L.Gil�`^ O "` ` FG 1004`00 �� shall abide b the requirements outlined in the Erosion and Sediment Control Notes throughout the duration of the project,including the State NPDES permit for P r \,d ..Aa�, w h lI 1002.'0 . i� �.- 9 r The permittee s a yg p 1 g p F 9 PROPOSED O FS 1002.00 -1, _.M._,, ,,.,..... ,,...w,..... ,�,..."...�.. ... � . . ,r r S 5��. 5 -._ zea �... O �Nv noe 1,3 ) �\ , �- ...N,' .." «...Y,' ..A.' .rf' ,A. .� p.....�......A�' ,._.........✓' e"1 TO/B REEVE construction activities if a livable. EX/s TING (E f.V L Ti N ���\' ICL E VA 0 \ (1f;�� �, J� •,�. ` 'w ~ �.,..,.«,w, .....r..'' .. .r nen d" ar __/ .-.a'' ! yy /x/1 �` 1' 1 p r r r � w " / PROPOSED FOL ��. .� s _.. ,.._.... _m... s r r s.....,....„„ e/.............. .. ,.....w..__. �_.."....., EDGE Or (c�PAVEMENT EP � � (E)FENCE L iNE ����, .SELF CLG�S�tVG7'��Ir��vGi ///W ,5.,� � ,,, TW 1065.00 �� i in utilities,N ' oma? �• FF Col,67 A 41 . Th n#ractorshall be res onsible for clearin afthe ro osed work area and relocation costs of all ex s# ut #es _ y�� �� . i p 9 pp g , The _.. r GRADE BREA,�f °' �` ``, � � � ��T�.��R A r r r . . industrial . . . r !/ rA .SSI ,- S 77 �� e,r f� /1 4,r PVc DRQ r L INE c�NNE T��-�.� � , . � J/��Jy� J�-{(`J/� RR � .�, � �� l i n .'- -FV� 2 V 5_� (N/ .../ ..v�«...«.i ......... ..........er' .........,�' E !Tf.,7'/'1 W L/ t.<.���' ,/� h,,_� r � �. Construction fenc�n r A six foot(6)chain link fence is re uired on all Indus#nal and commercial ro acts until roof s stems are tom feted or as deemed necessary forpublic i. y lNv 999. �� �. - - ;:, �' 2 T g q projects Y p r r SL OPE A F SURFACe °� i _., ....� F x". �.TO Hyl .. V��,•TTNG�.... ,A ,`'` .., C dT f � -���/ ',.,.. ;� n r rN Z°'n k , f the develo er/co #acto �N)e maintenance for construction fencing until roof systems are completed is the sole responsibilityo e M w.. safety, Thep - 9- e ,�, \ M0 v.. �..f g Y p �� ~ \ "� ��� ,... (GLU€�); IN 99S�M�, . ,ry,.. k 0•h. d ' �� / i i FL o w L l�vc(�i MIN) }; / 4 � ti � p �. �.P �. �.� A ���� __4 � " ,� . � ��.. � f � ' r l / �1 ,; yf �I r ll comply with South Coast AirQualityMana ement Districts SCAQMt) Rule 403 includin methods a roved b the Cit En ineerl 's12r dust shall be cont o ed to 9 ( ) g pp Y Y g ,2 Y ,11 � �:, -• Fs 1r�0/.9/, /, "-� �,�, ,�� ()�„PVCCAIN LiNE � � w. � .�S gp Y ", �w ."...-, F,._w�..,... ..._ ' �' ._ ._1 . „ .h 1002:J� INDICA TES LOCA TION OF EXISTING SRFACE DRAINS f d r E-1N T STOR � ° . for h receipt of the Occupancy Release Form. `0� < . . I ,; .. �- 1 , r ,_ , ,-.___ , �_. .,,, � ...�., w 13. A response to a request for occupancy shall be provided no less than three(3)business days o thep y >w i " � F ' ww w. ; p qTO BE REMOVED r F ko1.81 � ..•A' \ °' 4\ D.,RAI.-To R-MAJ �' M. � �11 11 I g in or and Sediment Control lease see separate notes. (E) TREE To B . �',;� ,..... `�)/ FS 1002.35 r ` ,�r �� e"""_ »�, e 4 41,^�-•...aim � �,�� 0 14. For all others specific requirements on Paving, Grad o p p O - INDICA FES LOCA TION OF EX/ST/NG SURFACE DRA//VS ., �/° , .�- p q g r x ,.- M I F 102.39 � 0 €. To REMAIN/N F ,e� r, �1 ..P' �,.........w... ,,...w..w......�' �...,......„.wd' �,.�_..,......wl" ✓I, �,, .ro� /t+�'. r z 1 1 ` rim o.° .�- r J/ I ES c � f `, �, . � \ , �_� 1 �_ � ` '`��` P.�OPOSCD OV�ER�p PQ TIPI, . 0 - INDICA TES LOCA TION Or NEW SURFACE. DRAIN _w R 1N/001:60 �� 'd ,,/ -TW .999.86 " 1N 0. FS 1002.,a \ o a ,l/ /ice '�� d. � \ mo w,n d� "' ,/ r r r"' p � .� �. �Tw 1005.00 - - //VD/CA TCS,XIS TING L IGH T P OL E \ -n� �. F,/*02,25-� .4,. ' ., FG 10.0 90 ,., 100 r6 � .3 N �: TF 100/.6 �, �x ,, ,' (N�q SGRFA 'E A R r (E) TOP OF CURB .:. .., . .1N 1000- . . // r�. G 1004.61 € ( - INDICA FES RECORD AND MEASURED BEARING TF 1007,28 I DRAIN,,hP. . •,. �. SELF CLOSING/LOCniN ° - _-. '�1"" I I AND 0ISFANCE PER MAP 54 /25-30 UNLESS (E)SIDEWALK . Quo �o €' •, G ARAN,. .� JV 1 % z OTHERWISE INDICA TCD. TO BE REMO VED '' 0 s f1 2 � r FS 1 �� ` ' :. l V�Aze, NV/000.78- . i r r� ` °R. `:y 3fl ♦� nal 91 1� � �� aA �� 1 ,� /n,.. ..,..,p (N)SIDEWALK � . �' 6 '. t , .!y a a !� .4 ` .EASEMENT NO TES. d _ DISTURBED AREA \ E GA TED ENTRY WAY - _- a )" 8 . I . Y . 4. r r t -.1--l" ` P\a A N p�p�^ J7 " a r + '� '1 r + 7 .....-.w.,.,.. \ i'` I 7f{x 02.4 � •�". �' I I A\ 4 le, . I / 11 I I 40 / " , EASEMENT FOR SPECIFIC PURPOSES AND INCIDENTAL PURPOSES I~0 SOUTHERN CALIFORNIA EDISON COMPANY, RECRORDED (I] r _. ,w.._-'0 �. V, . t 'y � \ PRO O D . r.� „ \,� 6 � ; y r r 1 _ \ �, IN 1002 04� FW 1005,V7 APRIL I9, 19 6 AS INSTRUMENT NO. 40992 OF OFFICIAL RECORDS OR ROVERSIDE,COUNTY OF CALIFORNIA. w ,;... ,,,RES n,` } i 1 INV I0�Ve4 _ .- FF loo 33 ` \4� � 4 .FF 1002.4 I c r r 1 7 (N> CONC. SLAB oN '141 114. � t & 1 �r � � � P Z ILI TY EASEMENT PER MAP BOOK 54 PAGES 25 30 INCLUSIVE. GRADE w/ 3 R_3ARS \,,,, 1. [11 I0-D PUBLIC U ,µ r \1 i OD \1 o 1001.E f�.� I'llSdT�l ZZ A T 18"0,C. E.W. �r . �: F 1002%33 _ >s ,a�. a BASIS OF BEARING. ,, w.. .. -.. REFER r0 ARc F IooS,61 ,.... , r, r ' _ �- FOR GiNG r �r 1. is \ POOL AREA µ\ PLUM \ F 1001 X10 f � ,N F \ !N 100 Z FG 1005,3 THE BASIS OF BEARING FOR THIS MAP IS THE CENTERLINE OF MARGARITA ROAD PER TRACT NO. 20735-41 MB 16411-5 RECORDS OF RIVERSIDE COUTY, w......T �.,�.... r, �_ °' \ INV 10 i, POOH EQUIP. ENCLOSURE � �� ., . 1000.89 s ,Q () rIN STATE OF CALIFORNIA BEING N 74028'23"E. �,kr��,� \\ � (E)OIL L DI NG ��� �,�a �D � i`` ;APER ARCH.lS,RUC Te ,.� / r 6F=1002.43 \\ :� 1 � ,; � TOPOGRAPHY/DATE:R E FADA PATH 3,1111 Jr A / '/ �. r.SOU C O . s t d \ � �` it Nx,, �� � �� D ��� .F � � •TW,1001,61�' ��Y° \. TF 1006.96 0 � .BTW NOW r� � I ISurveyb NGW En In��rin LLC 10110120 0 (E)ELEcrRlc METERF e d ,� TF l0 ITF loot, - , / !" yl k <____1 4`\ .. �`4 �' FG 1004.E 3 �/° (E)S TREE T L IGH T SENSOR I 11 \\l A, , 3'e j d yr NOTES QUANT�TiESCONS TRUC TION ,. r % / \ \ (E) TREE FO 6E REMOVED ,Air . r PROPERTY OWl1/ER i NF�RMA rlX111: No. 1 FEM QrY UNIT r.B.M. REFERENCED 9 ,i EARTHWORK QUANTiTY. CUT FILL . 3 \\ 1 4"PVC SDR35 DRAIN LINE 2.140 LF ELEV=1000' ,�'/ POOL ARCA EX CA VA T/CIV 175 C Y 4 Cy �• \\ �� / l I lV N r `• LAURELCREEK Z 4 PVC SURFACE DRAIN GRA TE 12 PCS \ \ ' DISTURBED AREA. C/O MS. NANCY WEBB �. i�5 � THICK CONE. S_AB c,N GRADE OV R NA TIO_ % (E)SIDEWALK Fo BE REMOVED�REPLACED \". ���� �104 WES T GRAND A VENUE, SUI TE A (:D f . GROSS AREA 2 1 12 A C /` \ .a\I r '` o ESCONDIDO, CALIFORNIA 92025 w/#3 REBARS A T 18 O.C. WITH TH NON-SL IP BROOMED (E) FOP OF CURB �` f' ;/ ,. �°'... \ \ INV X006. 2 � f `� DIS T�URBED A REA - I/$ A C (5%� FINNISH(F'C.2500 PS1 A T 28 DA YS, FY=40 KSI(GR 4 0) E SIDEWALK TO .,11 5,,�` \\ (E 24"CA FCH BA `N /� BE REMOVED �~�-I . �.� . /-' WDID#., (D NEW 8 CMU RETAINING WALL (3 MAX RETAINING)PER 118 LF �" M. r .�. �.�.. Y F TION .........1111111II:II!Z!!!'1 ­­ 'l-K) S �� ::�:_ RIVERSIDE COUNTY SP_CI FI CA T c, N/A _ w V ,r ry .�• ., r� «��8 f F 05 NEW 5 STEEL POOL ENCL OSUPE FENCE PER ARCH. 215 L F (E)SEWER (E) TREE TO BE REMO VE - µ M _.s r.. 1. I TE PLAN .. N�. n Kc.eNrlcx .� A I � � N ewwra+rr+,wl .� w r :.rwneNnemNtN er E fr""' w Ipl v:+laN g71 d Icl^ M `�11'r � II I ,... �� r ...,� . ..._....._._._._._.. .. ur H„ (U, F . , BUILDING AND SAFETY F m.�_ � .. 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W.q RECOMMENDED BY RIVERSIDE CO, BENCHMARK T-30-81 2 1/2# �o� �, �- n er Supervision Of Contractorbo -.-.-.-.-.-.-.-.-.--.-.------------------ -_ � 4� t�` Plans Prepared U d p Q BRASS DISK IN CONCRETE FLAGPOLE BASE , . �� �WPRECISE GRADING PLAN . _.... STAMPED T-30-81, 1 MILE NE`LY ❑F- INT, " No. 8 M. �-' M 09/15/2010 �` -� : ATE' � .. Inspector ❑F FRONT ST, & RANCHO CA, RD, & MDRAGA E • �1 1, N AL , WANKET � ~" r Da- e ACCEPTS PA10-01 12-LAUREL CREEK CLUBHOUSE EXPANSION ------------------- / REG BUTLER a•_z_ .�::::�::;-t•,� A RD. T❑ Vertical s r _ w RD, 2 MILES N LY ALONG MORAL \, N ` . DIRECTOR ❑F PUBLIC WORKS/Cl rY ENGINEER Cdr :� - • ,...•. T M COLA UNION SCHOOL] 1' E`LY OF V' � R,C,E, No, TRACT No, 28850-LOT 1 Date CoM feted THE E E � �` r�a fo � or- � � / 0/2011 �• � L 0� 3 4710 r ,.•�eea.. ilFLAG POLE. EL = 1083,725 ( CA R,C,E. No, 6885 Expires N Sheet o r 690 ll.,,,",____� �.­..­11­' ­.,­'. L %I) 000000 ,_,� ... .. ... �. .��lll ilii�ilil� ,_ """.1., .. ,. ,. . . .... iiii��ii������ii����� ­..,,.�,,l 40 "" w 7 I EROSION & SEDIMENT C0_N"kT'TX­0� OL F AN _1g '11.,,.�.......,-1. -r"'hLA _*& _lW �� .W -... 5 QY,:".. ; a ,,,,., ,­", 11 "I" .ter ��� � ",'� !"'."�� ­ ­�7',4'1., "::� , M CITY MJF TEMECULA, � ::: . ACALIFORNIALIF .. . �Ja�IA �.-- oN _.,.­�f,� _,._llf'­�:­�4�e­­fl SEDIMENT ." I ."''t . �.41' , � F M. 11j ,I !3 -l".1" " _­ �) , t '" 000 . , _ � ....... ,­ _,,(� ", _ ;. I .. y .0,�� "Ill',, -,,,, 01 � ,.", ". . . �_ �� . "�--� 1 �� I. THESE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO SITE-SPECIFIC CONDITIONS, YEAR-ROUND I I"'..'"', . 1.. I I _r"Ill I __ .. I : ROUND POLL UFION FRE VENTI ON MEASURES, ALSO KNOWN AS BES T MANAGEMENT PRACTICES (SMP'S), MUS T BE INS TALLED PR _ �� IDR TO ANY FIELD h ' .- �__.---- EROSIONACFIVITIES. ADDITIONAL PREVENTION AND SEDIMENT CONTROLS MUS(BE INSTALLED AND MAINTAINED PRIOR TO AND - ": THROUGHOUT EACH RAINY SEASON THE DE VEL OPER/CON TRA C TOR IS RESPONSIBLE . SIBLE FDR EROSION AND SEDIMENT CONTROLS THROUGHOUT fi THE DURA PION OF THE PRDJEC F FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPIL y NG AC TI Vl TIES, AND ON ALL EXPOSED � *; q fi -�'' SL ODES AND INAC TI VE PADS THROUGHOUT THE ENTIRE SI FE. THE DEVEL OPER/CONTRA C TOR IS ALSO RESPON IBL POOL SNCL OSURE ! �- r0.` S E FOR A N Y DISCHARGES -1,1 , f-- . .1. , FROM SUBCONTRAC TORS. FENCE PER ARCH. �,._. �_'I-l 10 : .� D . (D' "I ' ­..". .1--1". , STORM WATER RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR TO PRI VA TE OR PUBL CMU WALL PFR Pi " . '. a M WA TER, CONVEYANCE _AN. roP OF _Cf \� �, r \ ", WALL ELEV rW'PER PLAN (E)GRADE . SYSTEM (NA TUBAL WA TERCOURSES, STREETS, FLOW-LINES, INLETS, OUTLETS ETC. . ALL NON-PERMITTED D -- 1� DISCHARGES ARE PROHIBITED ��• .rye FROM ENTERING ANY STORM WA TER CONVEYANCE S YS TEM YEAR-ROUND. 1\0 e ELEV,'IN'PFR PLAN` BACKFILL, DRAINAGF PER COUNTY srD, � ., ,1 't. '� _�.. . IF THE FROJEC F WILL DISTURB, EXPOSE OR S TOCKPIL E ONE (I)A CRE OR MORE OF SOIL, THE SI TE MUS F BE COVERED UNDER THE , .4: �'. S ATE CONC. PA rl�s AB _ .... - , .r �� ��MIN SLOPE OPE r ORA// 5.0- .-�"" --. r ,...W..—...W...,.,...,.,„„ .�....�.,...�.�...R..�.. .r.,.........-1,1,1,1... -__.._ _.�._,»,,., � J, RUC T/ON FERMI T. A W4 S FE GENERAL CONS TI SCHARGE IDENTIFICATION (W91D) NUMBER SHALL BE PROVIDED TO THE Cl T Y PRIOR TO ° � AIN _ _ ,,... . WA TER .. --_. - TO O LEV rF PER F AN . \ r ISSUANCEP F FOOTING __ �`�, �- AND A STORM WA TER POLLUTION PREVENTION PLAN (SWFFF) SHALL BE IMPLEMENTED THROUGHOUT THE OURA TI ON OF FHE /000.0- OJ C T THE SWPPP SHALL BE READIL Y A VAILABLE TO Cl FY AND STATE INSPECTORS AND UPDA TED FO REFLECT � �" � � � ������ CURRENTE GRADE , . .���� __ -....� � VER(ELFV �V� PER PLAN ;, I. ,�� � y �. SITE CONDITIONS � I Fl . . .__ 1111 - .. �,.,.,r.. , ,' 1r �, 4 CONSTRUCTION FERMI T CAN BE DOWNL OADED A F SFP5'PERV!t ._ - _ 111. 1 ..._._..... - F, WWW.WA TERSOARDS.CA.GOVIWA TER-ISSUES/PROGRAMS/S TORMWA TER. THE SINPPP TEMPLATE CAN BE DOWNLOADED A T } !\�5 -1 .�-, "I ,./. , U ,. ., . ; �.� l �f I z W.CABMPHANOB DOKS.COM/CONS TRUC TI ON. 4. ADDI TIONAL EROSION AND SEDIMEN T CON TROL MA TERIAL S SHAL L BE S TOCKPIL ED A F VARIOUS L DCA TION / , "' .."'. 1: ."', ,�L . I � r\ . 1, ,l/ I �5IJ ___ ,� " "" �l 0) . � .. �/ I.. . ,.I. . I , I. � - S THROUGHOU T THE Sl FE FOR .. /� \ IMMEDIATE IMPLEMENTATION WI THIN SEVEN (7) DA YS PRIOR T \ CIA " ,/11-.1 I , :O ANY FORECAS FED RAIN. THE DE VEL OPER/CONTRA C TDR SHALL MAKE0� !! 1, <1 qW � *� 0 5 1 A VA IL ASL E EQUIPMEN T AND WORKERS FOR EMERGENC Y WORK TO PRO TEC F THE ..�, F SI TE, _ , SCALE 1 10 ,.� �._ _ � .a:` L 5, PERIMETER PROTECTION MUS(BE INSTALLED PRIOR FD ANY CLEARING ACFIVll"IES. CLEARING ._ �- I v �.�. k LL BE L IN/FED TO AREAS THA F WILL BE � , � ?' ,`�� " J, �t�. - - �.. .."w � :z M DlA TEL Y GRADED OR DISTURBED, A COMBINA TION OF EROSION AND SEDIMENT CDN TROL S SHALL BE IMPLEMENTED a t r ,.. .,� ` f NTED IN AREAS FHA T . , w. HA VE BEEN CLEARED, ALL DISTURBED AREAS OF AN INA CTI VE SI TE, AS DESCRIBED IN SUSARTICLE d. B OF THE O GRADING MANUAL, A\ -_�� .a,. _� i I .1 ``. �.r�, � ,s. l!-1 " SHALL ALSO BE PRO FEC FED. 6. AL L EROSION AND SEDIMEN T CON TROL S SHAL L BE INSPEC TED, RES FORED REPA IRED OR MODIFIED YE R- r 11 ROUND \i AR ROUND THROUGHQU T THE SITE TO ��� �, -, -r� X PRO TEC F PERIMETERS, ADJACENT PROPER PIES, ENVIRDNMENFALL Y SENSI TI VE AREAS AND ALL PRl /,, `� ,.. , VA FE AND PURL lC S FORM WA TER W ,1 - / ►� CONVEYANCE I y 3 /}(• MANCE SYSTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT MORE EFFEC FI VE CMU WALL PER PLAN, FOP�F '.- _ �. - /�//�` <_ ONES WILL BE WALL ., �: , . , z�.... ; __:.- �� . .� . � REQUIRED IN THEIR PLACE, ELEV. rW PER PLAN �, » . .. . fL. .w (D ,""' . � _ _�__ « � .� �. .A� � .. 1111. -1111,-..�. _ •`� ti r.C".. R� �' ' ,. �.. „ ,/ t w (E)GRADE t ! �_� �Q- 4 � �� _- .I.." \ - I , F �. 7. EROSION CON TROL S SHALL INCL UDE, BUT ARE NO F L IN/FED TO, APPL YI NG AND ESTABLISHING VELE TA TI VE CO - \ O VER, WOOD MULCH, S TAPL ED % w �. 4 -__ t, � _r �F ,`1, _ w_ ,, _ � — .19 «. .....,.»..,...... ...�...-........ - - - .xr�,.....1..1.,,.,.-,rr 111,1 -'_- ..w...w«,.ww.... �,:: I,,�: ,x� J A� 11", 1111-•" .:.;� ",,,, SHEETINGOR FINNED BLANKEFS (STRAW, COCONUT OR OTHER), PLASTIC (MINIMUM 10-MIL), POL YPROPYLENE MATS, 5PRA Y-ON /0/0.0-- ; r � � � _�._ , � % F ,�f., : `""'r-�,-1111 h •. CONFROLS TO ALL DISTURBED , A A S, OR OTHER MEASURES A PPRO VED B Y THE CI T Y ENGINEER. JUTE NETTING SHALL NOT BE USED ASA sL OPF A � � � a ,e _, 8 CKFILL, DRAINAGE PER coUNrY SrD, _ . 11LFF y 1111 1111... 1111. 1111 .. 1111...... 77 r ... .. 1111 ..... .. .. ... .. � (N)RES (E)RES FRG?OM ,:, .:, ".`,. �.,`,.. ,+,,� Q ..w.-1111 / p.... ._. ... -; STAND-ALONE PROVIDEFIBER RDL L S AND EITHER A BONDED FIBER MA TRIX PRODUCT f a� d , �- _ APPL IED TO A RA FE IOD ,o 41, L. OF 35a� LB/ "' � . 1111. 1111 �F�..�-. uri�ww.erarweuwrrirw �a 111_1.�.� � ,w..` e \'�." � � // // � 'u» mw.�1wl..wwbFnnw.xrm.M.r mww.'"�r�.¢+rr.u...uq .x m wrwxri-.._� y" ! f t v C APPL IED TO A RA TE OF lD GAL/ACRE THE Cl FY MA Y APP -- - F F F �L ER PLAN ROVE Dl - �- _ a DIFFERENT d �DFING F FFP R N F APPL ICA PION R FE R SLOPES L ESS THAN \ 4._�, / ♦ A S FOR ..T_____ �__ t /: 1111 ...... 5 ` 1 ""'-w 'A' �f r.w» '' �. SEDI ME /000.0 `L1 - N T CONTROL CL UDE BUT ARE N �-- �- ��` __ y x� i ,1111 1111. ,^ �. /� .. , 0t 1.O L IMI TED F0, DESIL TING BASINS, GRADED BERMS, FIBER ROLLS, SIL F FENCES, GRA VELw 441 CDNC; PA rID SERBfSAG CHE VRONS (FILLED WITH ...,...+r' 1111 ,«... 1111.,«NIMUM GRA VEL), CHECK DAMS, DRAINAGE INLEF PRO TEC TION, ETC. FIBER ROLLS SHALL BE INSTALLED 0� <."1 f , "wI r 2%MIN SLOPE TO DRAIN 1 , I 14 I �„ ,�:� / �, �' �' ,l.,____. ,._..w_,w,_.a �.,' U , R �� K q IN 15 FO 0 T (15) INCREMEN TS NEA U D AL ONG ON THE FACE OF THE SLOPE, SIL F FENCE SHALL BE INS PALLED AL DNG INFERIOR S TREE TS �� ... m� O `� y' w.... u nJ AND COMBINED 1111. - -..� . N WITH GRA VEL-BAG OR SIL T FENCE CHEVRONS IN lD S WAL K RI GH F-OF- \ T �� ..,. �t. M, t ,II., 5. . 4 �� D z WA Y OR BACK OF CURBS. �., g` , >` .. __.. �, t{y i r. ..17..W_ " y, ,I' !r" ", !a �1\ / �" i of 2 w, ,`" ' q r' 9. ALL ONSIFE AND OFFSITE FLOW LINES (V-DITCHES, S, TERRACE DRAINS, RIBBON GU F TERS, CURB GU T(ERS, ETC.) STORM WA TERC ,. . \ a CONVE __. 1111_. ,.._�,. MANCE S YS TENS, CHECK DAMS, CHEVRONS, SIL F FENCES AND DESIL TING BASINS SHALL BE FREE OF SEDIMENT CON ` \ �w `,. ,� ONS TRuc F�DN J/ \ ' MA TERIAL S, WASTE, MISCELLANEOUS DEBRIS, AND DE TERIORA FED EROSION AND SEDI MEN T CONTROL YEAR-ROUND. �I � SI,__ 4 .• , �._.: . .j U S R ROUND. ., " ........_. »... rvr, �. 10 "�< 0 0 20 ,j o ¢,.. A � »w.__w ,It a. ,.� ' c-1 DTRUC1 `M '� \ �x 1111 UPDA TED. 4/l/�00 9 OF 2 R. l L A NODE V f CONS � .�_. j /11 �� � `" _,, O EROSION AND SEDIMENT CONTROL NO FES.Doc �,. 4 SCALE 1 = 10 ,- 4 _.._ 1­1, .�`,1 a _ o f.. �' -zt'x. }(fes ( " . CONSTRUCTION WAS TE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WA TER-FIGHT BINS. WIRE MESH RECEPTACLE WILL NDF BE / \... r .. ALL � ' �� "� ro ,,1111. OWED, WASH-0 T � 'L. ___. y ,�.� U STA TIONS SHALL BE _._.. ., m, �. x' r C RO VIDED FOR CONCRETE, PA IN F5, S FUCC0, AND Q FHER L I QUID WAS TE SHALL BE L INED Wl FHow �' 4 2�0 ,,� .� r".11,.1»...,1 ;... i "� l D / ` ~ q - a:f' � '....., /, n• A ,, ,.ear "'.", _S_) i " .. 111«1. .. ', a ' °� PLASTIC AN LOCA FED AWA Y FROM STREETS, SIDEWALKS, RIGHT-OF-WA YS AND FLOW-LINES, ETC. PRIOR TO ANY FORECASTED RAIN BIN 11 . AND WASH-OUTS SHALL B 1111 �;; _.... . E COVERED WI TH A L ID :{� \ _ »»..._PROP05E0o�,. � r �I r ,,.. .f' , _r' _..., �. OR PLASTIC TARP. M n r ' �. O �� '`'�: x� j f� \. r I ,,m...�,.,,,,.�' »r_.�'' ' .«.",,,,.w. h,.,....., W.....M ,......_....,I' "a °Y t { A ' I E ,1 , /11 .....�... .:.:. ...;...... , ....:....... �.. CONS TRUC TION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINA TION OF ROCK AND SHAKER PLA FES YEAR-ROUND , TO PREVENT r a91...,. ......�/' ..., s .r' .�r. ee "G ;� r' �� r' \ r.....-......,.., ,... r.-11,1,1 �................ rM......... 1,..............a ,.......... `.f r, %rr ' /'� q ,,.v ,A'....., /I f n / F ,r'�{"'M1�A'"'L" �....,....„�,.._.P r.nw.+...-, vn„w.m Y..........r .,..._..d r.�:.«..n w rm.._:w`' 1111. FRA CK-OU F, I N(ERI DR A CCESS POIN FS (ALL PROPOSED DRI VEWA YS MATERIAL 5 FORA GE AND2 1 ��e4;-:� .� �,.." \ r � .�- ,� ,�� '� ,� � �� ,`� STAGING AREA EN FS ETC. SHALL ��- /� ([ �/ „ :. ^, A' / ; ',. ` .' .., d »1111... .,.........% *.,•.......f' P..._.....J' r.....�........,d" .11, -'f.•.•.•.....'f .. 'y� F i I ".. q I `/ ALSO BE PROTECTED WITH ROCK TO VENT TRACK-OUT ONTO INTERIOR SFREEFS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL = ll`. '4 I . 11�w w . .y' d,.,p w ,,�' -,gyp' ,I ",: w.n«....m �w„....,n•-ww+"t J�,....�......-+nw ✓ I�..J..,.w.w.r!• "tl 1'.A. 'v - . 14 \\\ \.,�,1 'M �.,w.,..w.�....a ry ( f /f \ a;€ 1111... \�✓, r�,, g( +� d r'' »..ry n O PAVED STREETS WHERE TRACKING I S OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN S TREE T SWEEPING BE 1 o y COMES INEFFEC FI VE. l ➢. /, /; ;,,e<: a 6 A r 19 ,,� �, „„,,,,r' �,...m, .r' �..s' _ r w..�.r !f� !rr� !/j Nw Gr .w'a�� CON TRDL L ED S FREE F WASHING WILL QNL Y BE AL L O WED PRIOR FD THE APPLICATION OF 'f .V SPHAL F SEAL CDA FS, AND QNL Y WHEN ALL �. �.[/ � t ,, `r/�a .� . f f; ,I .. y' i�c' " 1,. ` •`� 1�I '.. �....,.......,..,r �............... ,,.....,,.........+' e ....m.....d' ,..........-.......A' /'7t...,......13•f' r'`" ,�,yP?. F PERTINENT DRAINAGE lNL E FS ARE PRO TEC TED, D v- ;�1.�<" - 'I, .I., . I I" * I r, �� ! �� �d ,,111,1..., r. "' � ,. ,..a % �� 'y I 1. J 12, DESIL TING BASINS SHALL BE SIZED ACCORDING TO THE S TA TE GENERAL CONS(RUC PION PERMIT (3d 00 CUBIC FEET OF S T ..w�/, . W � � _wr . DRAGS PER ACRE \ � 'ROPOscD �VEREA FI ` i »: 1 ; \ ,� ,1111 F EVEN IF THE S1 TE DOES NO T REQUIRE CO RAGE UNDER THIS PERMIT WA FER SHALL BE FlL FERED AND DRAINED FROM , w \ �... 1111_ D Q OF DIS TURSED S1 J \` -` _(V , BASINS WITHIN 72 HOURS. (F) TOP B . _�. �/ OF CUR �. �. d � (D ' M. I'' ` / C L_ �, f /,;r — a f f' V 14- { /J. STORM WA R RUNOFF SHALL NO T BE DIREC TED OVER ANY SL ODES WI THOUT PERMANENT DOWN DRAINS INSTALLED. EROSION AND �. =- -» = - - k6 ,� 4,� �` a p &1:111 .° �� Ir SEDIMENT CDN FRDL S . . �_ . Z� ��e ALL EXPOSE SLOPES UN TlL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ES(A BL I SHED. A ;{ ��� 1,' I'�� \ mfr, °I by f �,. /00 V n V d. -r � / '�...1111. ' k R... yy .w o PRIOR TO THE ISSUANCE OF A CER FIFICA FE OF OCCUPANCY. f,Of�,j,� _ ��. �e ', b r �. DJr _ (D '' a^ '7 f' I'll 1, w7 W IAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORFABLE TOILETS, LIQUIDS GELS AND POWDERS SHALL B ' a r'' ;"' :' dk 1� a � r E �. � , ��o a 5F a,f F ' GRED AWA Y FROM ALL PRI VA FE/PUBLIC STORM WA TER CONVEYANCE SYSTEMS SIDE . 11 r 1 \. 1 a�, KS, RI GH F DF WA YS AND FLOW-LINES AND �g r, . .0 4 PRO F k'"..I c� nit RFs FRD \ , F F", A y. V Sp ` FF�1002:4 SHALL HA VE SECONDARY CONTAINMENT. INACTIVE STOCKPILES OF SOIL SHALL BE COVERED A T ALL TIMES, ACTIVE STOCKPILES SHALL BE E : d d 4 .� .. \1 / \\\ " 0 / � , 11 - »,, CAS FED RAIN. ., ,'. ". k �� 1. _ \ \ \ .4 , I I I �" v I .A k I r I ALL PQR TA BL E MIXERS SHALL HAVE PL A S FI C L I NERS UNDERNEA TH WITH GRA VEL-BAGS PLACED QN THE D D WN-HILL S/DE OFT V-� — ----�,___ / . .�� I"I . .1 HE L INERS F0 , J~o \ ti / \ /1 1$ A f I/ ''I � � CONTAIN DISCHARGES. �.�. ld. IMPOUNDED WA TER SHALL BE SECURED -� ,� •x 1 �.: ,�/ F FROM THE PUBLIC. SIGNAGE INDICA TING PONDED WA TER-DO NO T EN TER SHALL BE FOS TED. \d / (E).,901LOING \\ Zw°�a. t �� C; i 1 n �' ,FF=1002.4) �1. 2 C.1 17. NO OBS(RUC TIONS, 0(HER THAN BMP S, SHALL BE ALL OWED WI THIN ANY STORM WA TER CONVEYA f C SYSTEM, UNLESS AL TERNA FIVE � I I DRAIN / i .111 V t r L l IES HAVE BEEN APPRO VED B Y THE ClCI FY ENGINEER. , Y Ri / /` D 4 r,; .i,A' � � i, I. ` ` /,y,, � y/ �. ' L, I ��. 6 �1.11Y ` ""Fy 9i (gin' " / ./, I�lib � / g� ro� / . / LEGEND ..,\ .' \ \ C) f I", — / . . / 14 � 1 (3 � I.. .. �,� �- V, ...... "'Ll, - _., 1,4 I I."�.. 1L.,'.. \100�1 ,,. \ T� ,L:l ".., ./ �,�.,.. PROPER rY L INE � - ,sl—.-,",-_ /I . " I - /, /./ ..1 i �. o a, % ..L ,1. ORA INA GE 0 I TUBBED AREA (E)EOP � \ , f , ,� SNQ� r. l r r r ; 11,11.. M �';f'/� 'p.' /,/' \....,. ("Vyt ...w..._.l_,_ (E) FOP OF CURB y: x` �� ' _._.- SIM-I 1 MQ TERGAL DEL/VERY 3 S TORA GE .» ,, *. \ \ ,N EWM CONCRETE WASTE MANAGEMENT CONC. SLAB ON V � �`. GRADE w/#3 REBARS ' . �,' � `) \\ SOL ID Was TE MANAGEMENT A T/8 0. 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(951) ATF �� o�� � -� `�3 OF CA\.�F r�g►wer�gir�eerir�c�r a�grrr�oi/.com ____, � �a. a CALL 1-800-227-2600 BEFOREYOU IVIG Wi 1 8 11 Ad ", :::i: ����������������������������!���I __ I � li - -—----------- __ - 111 - — _��� ------ I---------------=---------___ . Ill -iiiiiiiiiiiiiiii �11111, -------____ - CONSTRUCTION RECORD DATE BY REVISIONS______ 'MAW . ACCT DATE BENCH MARK SEAL �� Designed By Drawn By Checked By SCALE ��� S�p� o � CITYFDrawing No, CartroCtor RIVERSIDE CD. BENCHMARK T-30-8 �� �.�' W,q NGW NGWTEMEDEPARTMENT OF PUBLIC WORKS 1 2 1/2 orizon al � l RECOMMENDED BY TE, 10/1,5/10 BRASS DISK IN CONCRETE FLAGPOLE BASE 0 ��' I" Plans Prepared Under Supervision Of Inspector �}�FAMPED T-�30--81. MILE NE'LY OF INT, 3 No. C 8 r W G OF FRONT ST, & RANCHO CA, RD, & MORAGA g p• 3 I` I o9i15i2o10 � �. ,� � � ECISE GRADING PLAN NEA G. WANKET D a-t e ACCEPTED BY. � DATE, �� � �� ..,.:�.�/. .:: RD; 2 MILES N'LY ALONG MORAGA RD, T❑ ertical .;;:.A. PAIO-0112-LAUREL�' �- GREG UTLERDat� co��� t�a ,,,\1 ` d CREEK EXPANSIONTHE TEMECULA UNION SCHOOL, 1 ELY DF DIR T DIRECTOR ❑F PUBLIC WORKS/CITY ENGINEER FLAG POLE, EL = 1083,725' D� CA���� R.C.E. No, 471x9 r .,...�.�.�.."..��.�. ___� , 'llmll,1111,N111151'11111NIN ------[------ . ��� ._____� __ 09�30�2011 Af. AAA. TRACT No, 28850-- LOT 1 R.C.E. No, 68856 Eiiiiiiiililliii���liiiiiii1 _� xpires------------------------- - ------------------------I - - -------- - iiiiiiiiiiiiiiiiiiiiiiiiiiii� 1111=11111 I �� I lmll� .— —iiI iii: ­111111--­1IN".1 , ­__... --------------------- ...- .iiiiiiiiiiiin � ­ ���=_____ .­ �� N1 Sheet 2 of 2