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'w,• 'r 168 1g5 158 ts.' s 436 f �,.- ''� /l 5( \�� \``> / � J42 143 144 ia5 � ,y �"....,,,„,+..ti-... w�,,.,_• / \ y /S f �\�,,;`� ^,.. � —' � �„�.�✓ \`. o,//moi �� ' FOR } E Y OR f RIVERSIDE: DEPAPITMENT OF 81.11ILDING SAFETY fEWE OAT 9V ENGINEERING Approval of these pians shall.;not he construed to be f� a perml for,or an approvat of,any violation of any e/ the provisions of tl;e state of county laws. TWse; of pians must he kept on the job until completion, E XM A LU )4 02 SCALE: 1'= 2001 (PIT Cl+�tL 200 0 200 400 'SOF C A!`' ® SEAL .. .ICK G BENCH MARK= BGR NO. 0I 0246 1.P. NO 010080 SHEET c�. DIGALM" Iae COUNTY OF IV sID TM °� �• STS, FIc San 1}16#0 Riverside Phoenix Tucson •' N 1823 UniversityAve.,Ste.Z40 4 Riverside,CA 9207-3418 4(M)782.07074 FAX (M)782.0723. ji SEE SKEET t IN TRACT ROUGH GRADING PLANS 1A CALL C:A U N a Na.c03359i s 1�X�. -34-02 TRACT NO® `29320 BEFORE PREPARED U DER THE DIRECTION OF: YOU DIG! EXACT LOCATION OF EXISTING DATE BY MARK APPR. DATE INDEX MAP 17 1400-422-4133 UNDERGROUND FACILITIES IS ENGINEER REVISIONS COUNTY ~�� eivi� �,� OF SHTS � UNDERGROUND SERVICE ALERTUNKNOWN. CONTRACTOR TO DESIGNED BY: DRAWN BY. CHECKED BYa ATF OF caitiROBERT A. STOCKY N SCALE= SEE ABOVE FOR: W.0. FILE NO. k Caliat least 2 working cloys prior to excavating. VERIFY IN FIELD. R4 C. E4 N0, 4 91 EXP. DATE 6 H: V: - 23t_ G:\d_13496\tntroct_Grading\496grdta,dgn DATE= 01-MAR-2002 J.N. 13496 j k t 6' RIW RIW 3.5' 2' a 20' 66' , 33' 33' LEVEL LINE RIW' 22` 11' � � �. RIW 22 y CUT 0R k P FILL SLOPE . ' e 20J 20; ? 2:1 2.0/. I RAD x ------ Ff5 i 5 A '�4 5' 2.0I. ,;� PAD' .4 1O` 2O' 20` 10' Q PAD °' "�~---- 2.0`1. ..�---- l�;�/; � "°I'- .2s' CONCRETE OR GUNITE WITH 6X6 1 IOXIO WWM F,p IN CENTER OF, SLAB , = ,�, LOT NO:S PL 2.04 , THE LONGITUDINAL DRAINAGE i 127 4' MEANDERING 4' MEANDERING SLOPE SHALL NOT BE LESS THAN UNDERCUT SURFACE I PROPOS C&G, SIDEWALK SIDEWALK 5% NOR MORE THAN 12! & SIDEWALK PECIMO 6`CURB TYPE A-6 61CURB TYPE A-6 10' 0° CANYON AD RELATIVE TO LOT 132 TERRACE DRAIN, DETAIL I TYPICAL ROUGH GRADE STREET SECTION PAD FINISH 1 MAYHEW 5 N.T.S. ? N.T.S.N.T.S. GRADE PL 2:1 RIW RIW 3' ' i 20' 66' 2.5' 33' 33' 11= 22` 22' 11r .5' t.25' 1«25' 2.0/. 2.0'/. 4 2 2.0 - - TYPICAL. LOT GRADING DETAIL . N.T.S.N RAD I 4' MEANDERING 4' MEANDERING SIDEWALK SIDEWALK 6'CURB TYPE A-6 .25' CONCRETE OR GUNITE i 6'CURB TYPE A-6 WITH 6X6lIOXIO WWMIN IN CENTER OF SLAB RIW PL 2 AYHEW CANYON ROA RELATIVE TO THE PARK SITE PAVED INTERCEPTOR DRAIN DETAIL i i OT DEPTH VARIES 6 E PLAN N.T.S. N.T.S. ! ' i z0 5' 1.0`1. G for !-�+ `Sr PROPERTY 6 LINE UPPER PAD PROP 6' NIGH MALL PER v' CUT SLOPE A A LAN 3 I �� M 4.0 w PER PLAN 2:1 SLOPE 2:1 SLOPE « i ROUGH GRADE EXIST REINFORCED 8'XO.67' 1� EXIST DOWN DRAIN PER SURFACE �, ON BOX C D OU H 3 3 CFD ROUGH GRADING PLANS A LOT GRADING SECTION PA 0 17 �,, GRADING PLANS TRACT 29320 �. FOR TRACT 29320 I 6' WALKWAY « N.T.S. wcs. I w — S=0.50'/. MIN., 0° 5-50 ' •r 0 kn 100 cn I �,w F I OTRUCTIt3N Nt�TE F` ev LOWER PAD "' _" _. _ `_ _ _. `_ __.. _ _ I PROTECT IN PLACE. CUT SLOPE LOT WIDTH VARIES F STANDING RT KW OfflyWYAWA PER PLAN ! REE ST DIN CONCRETE E BLOC ALL PER SEPARATE PLAN. LA, 2:1 SLOPE j RETAINING WALL PER SEPARATE PLAN. w CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL ON SHEET 2. TYPICAL SECTIO PASEO AREAE, CONSTRUCT PAVED DRAIN PER DETAIL ON SHEET 2 -- N.T.S. CONSTRUCT EMERGENCY OVERFLOW PER DETAIL ON SHEET 2. (.>- �--- 2 FINISH PAD GRADE �' 1 !� 7 EMERGENCY OVERFLOW 17 CONSTRUCT 6' WIDE WALK PER LANDSCAPE PLANS. ''`; 1�' SLOPE PER PLAN N.T.Sf E 6 ! SLOPE PER PLAN UPPER PAD ' B TYPICAL LOT CRASS-SECTION UPPER PAD 3, J. z r PROP 6' HIGH WA P 3 Q A A PLAN Y'/1� fhU�r�; ui 2:1 SLOPE SLOPE TO BE CONSTRUCTED TO FORM CUT OP 5' w A SMOOTH CONTINUOUS PLANE SURFACE �,• PER LAN PROVIDE 5' WIDE BY V HIGH BERM ALONG THE TOP AND ROLLED BACK TO PL TO REMOVE 1' OF ALL FILL SLOPES SHOWN ON PLAN OVER 5 HIGH. � PAD SLIVER BEYOND PROPERTY LINE 4 FL ELEV �, RIW BERM IS TO BE COMPACTED IN PLACE TO A MIN. CL fi LAN •. •.' •;� I OF 90% RELATIVE COMPACTION SEE EARTHEN BERM 11 PASEO 6' ®. % 0.5«l. MIN O.SY. MIN 1 `' � PAD ELEV. :DETAIL ON THIS SHEET i /� < : DAYLIGHT CUT AND Y 2:1 SLOPE ROUND TOP OF SLOPE LOT PAD EXIST REINFORCED 8'X0.67' CONC 1 S �, • 1` --am, � n. C OUGN GRADING " PLANS FOR TRACT 29320 CSP RISER REMOVAL ANI) EXIST DOWN DRAIN PER CONNECTION TO INTRACT C U H G A tN .AN "° TYP. TQP QF SLQ'PE BERM DETAIL TYPICAL GRADING SECTION STORM DRAIN MAIN PER FOR TRACT 29320 INTRACT STORM DRAIN PLANS EO AREA _ _ . ... c AT EATNERN BERM 4 TYPICAL SECTIO PA SECTION D D - ,,T,s ._. N.T.S. N.T.S. OF C I.,�C ; DIG ALLmL SEaL , CK -� BENCH MARK: BGR NO. 010246 I.P. NO OI0080 SHEET NO. e � C0UN7Y OF RIVERSIDE p. SF � na Sm Riverside a A . ,r& axgo7 3418 ( )yeaorur FAX ( )729• a INTRACT ROUGH GRADING PLANS 2 A � �' No,C03359d �'^ CALL Exp.6-30-02 �° SFE SHEET 1 TRACT NO. 29320 2 BEFORE PREPARED UNDER THE DIRECTION OF# YOU DIG! EXACT LOCATION OF EXISTING DATE BY MARK APPR. DATE � � _ NOTES DETAILS 17 1-800--422--4133 UNDERGROUND FACILITIES IS ENGINEER REVISIONS COUNTY Qr� crvt\- ���,,� ROBERT A. STOCxTON � � S A OF SHTS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO DESIGNED BY: DRAWN BY: CHECKED 8Y: ��-`F CLE SEE ABOVE FOR W 0. FILE NO. j1 Cahat least 2 working days prior to excavating. VERIFY IN FIELD. i R. Cf E. NO, CO3359I EXP, DATE 6-30-02 H: J -- V. 4 g:\d-13496Vntract_grading\496GRD2.dgn DATE: 04-MAR-2402 J.N.13496 38 39 40 41 ....... ix 3 EXISTING SO PE f __ .. Al 1 9 Cf D SD PLANS _ __ _ .�. �. __. ®. _.. _ __ _ _. __ _ ... _ 4W __ _ _ r ... W y- 10 0 LA a .................... :::::::::::;;::::::;::::::::::::::::::;:::.....,....::::,.,..,,..,,.,..,..........,...... .,.,......,....,..,..........,......,.....,....,,.:::::......:::::::::::::::::....i 130::.........,.:... ....::::::.,_.,.,... +r !�!.:... .. .....:.:::...... ......... .....,....::::::::::::::::::.........., ...,-.,,,........,.-........,...,...... ..... :::::::::::; ::::::::::::::::........,.....,...-,.°-...... ... ................ . ..........,,,........---..,-........ ... ® _ ... ..� ",' .. : :,....,.....:�..�. '..... ...................................................... s. .....,........ ,. .. .° ..... .... ...... . ----.................. .......-..,....,.-..,..-.......,."....,..-.. .......,,-,,............- --,---..... ..,,.,. 3 . ✓ "`- ...... ... ..... .. .......-,-...,... .--,.....-...,.,,..,....-..-...........,....,...,..,...._„•..,....._..,.....,.-....,...,.. „!!!!!-�.i•�... . .a.,..,........,...,,...._ .. ._........................... . ........ ,. _.,.....,...,,,,. ....,.-... ......................................................................... I 1 40 .,..,. ........ ......................... ... .....,..._...,_,.,...,.....,.,......-.......,....-..... .,,.. ...........,. „ .. �,,,,, ................ �., ® �:: ....,....... c hh _.,., ,.- �, .---- :--• w,tiw'ww' 4s "off` ' . c, ........................... •`h' .,... :C..................-,.... ® �. '� ► `iiiii'a�M• , °as V t :::........ ........ . SCALE: 1 - 40 32 . . ._ .. ., . . •b. ...................... ,.. �.,� 53.65` .1(}° �,,,,,. y,,,,,•.... et _ '�?' ., _ •A�° a 53. l` ..................................w ..- S 40 0 p® .. ..,.... o ---'' ...----- ..,,.. �- tit ..., .,. .•.. .. ,.. .... .,..... ..... -..� -- �-. :,. ,. .::... :.......:.. ....... ... . .......,,... r ,5��'�1 ER'ZR �S •�� 53• n> � � v C 21 N 25 M Wig. ✓ -'. ggiX :. �, 3= ;�' + w .- .- 143.2 PE= 2 6 •7 PE:; PE= PE-144<2 PE=144.9 42 Q.: a.�. h, w av PE."'1 - :fix x 142.5 �^ PE=145.3 / /`• w 142 �, (5 °�� 365 OR 10,--' � , tits'.• cl.? �N .:� 8 ;� s> PEw142 , A$• PE=154.2 • � „� IE- ; a, �„ „�, � �• 13` 6.91 „�, F t: ... :1a1' cn n w =54.44 L-SO.QQ L=SQAO° 1. C .................... -+ o �- QL ,,, � �,,,<-�; '0.A -�Li �• '� Al 14®...., � � L»50.0Q' 2g Cl gp �1S p . �\ 11y 3 F „ q1 O m n L=5 r 1 1 1142.20 TC 'O �� 1141,43 TC 27 7 G ` Q ' 4 EVC + P =14+50 1 / x .2°� G •., A1• 1141.27119tS - 9 L=t4 ° fi PE=145.8 O fl`I !Ap L 01% 1142<t2 �• R •.A �.R C .� p{� 91• av P A [� CR � 4r Q a 4} R tJ3 O o N o w < A TC 9 1 ,� 40.66 1141 0 TC . � S Q S 4 1 6 �, w.,� c N t� L o tl- 33 09 s8• .� p �t L L=�s,� t a I •l P �. t � a r X 1 tl 6 s 0 .rK". Z 0 S R- �• 0» R 48.00 4 «6» C .<� C -n 1 E N � 1 ,µ-ms-" r"`, �,, ' Oty1yF RpC� qA �{ �,Lp �- "" --'"--""t es .3 121.67` TC � S O L-27.79 i S O A t F _ 4 0• 4 \ 5 32 1 1 f \ l p \ P °O L=7Q.21 s• L 9 e ' -'� ,4 • fi�`3 m� °® a 4*a3'1 0 C��' 136 6 T <o `v 1152.50 FG _ 1 >a ass .1" aCkw Q» n P° / ti '� �.>..• p $>1 c.+ EG -.-' i FG o 4 tJ48� 1148 O ti11°sa4 Ca.• � :01aW 0 .9�• ` pp` N 113$• L 4 4$9 d: 6.< FG C ?V1, 1 .... 114 •F ' -<a28 CC QI V °4gi� J G � ,% �` d 0? �.. O o o mcg' o < ;� PE=144.2 4$ �-�: PE=9 0 �n ; 1 �� 7.5 F \1 ,f c' 35.55 •p �, E G �� .�. � .� o, ,, u, •$ a' � tu,° .y F ' `3 fi �� �y°45 •1 �� '�R �U�pNS c� 11gQ:a 1PE=1A2•o �-7 r" 1 14 �• �Ae.°� *�c`` rn 00- - a '�. � 1 •.A � d crr so 3 4 � ,«� 2 9 \\\\ 1K1 ° r M PE15 . 41 m PE150 • ., f'E= 4,'q %, 1., \\ .,, 4G 113�Ac, + • t,:,�•� i1q 5 meq;• �. _ ! J9 T ' b� 1 f G �9 •6'� /�j � 4 98�q`t`"�,".,,,..�"•^`"` �� �'G • �.L.J ,.,.• !� e`� , Q' •.* N '6ry�� 4 �0.�+'� di d:F� 1 "'` tiJ Q �v<t+dtr '�� Q„ ,�iy, 33 tq r" -, -�'i :35.00`., `•) _ F <"' -' t, ............ u L v c;cr b _ �.1..� \ C "� ` w°'' -h ' �� in ry� \ tO' PE_152` ,, \\ fp D .+ d� , °-a` gry Shy ib Q ca 1Aa5 4 P `l • , �143<T ��A.S;� 7<87' d o tt � \l '�"� }cid ,a .O il I ``-° 3 \\ � ``'...'•;°',.`';`'•. ,�y`' ,,.. �A`�''�`Z ... 5 .8 ° 55.85' r 35' s 4 gga055.85 1.50 55.85° 5 g ( '755.7 a 4 A 7' t 160 LA Q \\\\ \\ t - `,✓�'yy,Y` as�j $ t ��AAS, `\\ ''�,� q✓,�, , t JFG ...... .......... 57 EXISTING LINE '2' J " o PE= 9.0PER CFD SD PLANS ' gP =158: V 58" aE J E2 159.9 c'>A < 11 - 2 ca. 9 NC ��•' a� ���j' �' ..,.�':�"•1 PE'15�=� PE bco ; 3 PE=161.7 ;o PE=162.2 c; \\ y Q spa �;'`' .S• � L . r, �' <•.' 1157<$ t+l , i 1°'• �" �^+ w�' P =163 -1D . 47.00G L=47.00' FG L--47<0 ' tJSg<J FG k• c' n. 158<Q o 0 -40 ........ ............. » i �. A •, -n ® s k F 1159.4 FG F �� � •� LA0 `r�' 17<64' 35.36 =67.21 - �� >�oi• `� c9�, �" �' ............. --.•...-..-, ,k,,, �Z ECR 110 ® �' 3 0 ,� y ; ��' �`' `, 1159.7 T C 1.00 1� FG q � $� OR TFtACt 1,157 84 F, �� `� � k TC 1159.70% � t�`e• e' fS O �' m' Q FSC t 1159 CONSTRUCTION NOTES Age A s, �, ' �� ,\ ,Q . 6' ` `" �' -� `" $ a tg ��� ': <? TC ® FREE STANDING CONCRETE BLOCK WALL PER SEPARATE PLAN. \' ' `` cam, 6 0r Q RETAINING WALL PER SEPARATE PLAN. '� 7 CONSTRUCT EMERGENCY OVERFLOW PER DETAIL ON SHEET 2. �,� ', �'� �:, "�? 'r' 'c>%® 00� o d APPROVE R C s ti--Y # EXISTING SUBDRAIN PER REMEDIAL GRADING OPERATIONS. '�.'�G �g�p � '-= LMW BUILDING € �A R� ER39� s'�E,P�aI•���� i�`�' I;, �,��'' • 1���� a c"'b^ /: 2501.75 158 305FSVE N Lk 4 IV ly � \ J � . 77LiTi29+69.63 TC 1153.76 W-21° Y=4.0' c - + VIEWED BY ATE =9., NT A4t LISA S CC Approval of theBse plans ENGINEERINGshall not be construed to be No.G038509 �' «06-30-02 a permit for, e an la rYU'J ; f =PROP SED L NE 2C 7C p ,F a o,any violation of any sit the provisions of the state or county taws, This set: ,f4, PER INTRACT SD PLANS t✓,q �.� y, of plans must be kept or, the job until completioj, 26+10.07 MULBERRY ROAD- OFCA\Y ADD 1000 FT TO ALL 4 30+ 1.64 VER EEN LOO 1153.11 FS ELEVATIONS IG j� fi1'�` SEALFJCK 1�1 ' �► BENCH MARK= BGR NO. 010246 I:P. NO 0I0080 SHEET No. 111 1 L 1 �g?q fEssro, COUNTY OF R I u£RS I LSE TM .t A< Stp{,�F2�,� sen Diego Riverside Orenge Phoenix T'ucsen 1223 LtnivasKy Aft,ft.240•Ri CA 92gW7-3418•(M)782.0707•FAX ( JM-0723•w wv INTRACT ROUGH GRADING PLANS CALL M! � � Q No.0033591 ;V SEE SHEET 1 (� Exp. 30-02 TRACT N0. 29320 BEFORE PREP ED UNDER THE 17URECTION OF= YOU DIG! EXACT LOCATION OF EXISTING DATE BY MARK APPR: DATE V11 1 COUNTY sT Clvlti �� OF t7 SHTS 1-8p0-422-4133 UNDERGROUND FACILITIES IS ENGINEER REVISIONS R.VICE ALERT UNKNOWN. CONTRACTOR TO ��F CALF°�`� ROBERT A. STOCKTON UNDERGROUND SE DESIGNED BY: DRAWN BY: CHECKED BY: SCALES SEE ABOVE FORS W.o< FILE No< ) Callat isost 2 Working days prior to ex VERIFY IN FIELD. R. C. E. NO. C03359I EXP. DATE &- H: V: l""" G:\d-13496\Intract_Grodtng\496grd3.dgn DATE: 01-MAR-2002 J.N.13496 i 42 too 44 SOP ,rw 45 49 50 CAMPBELL RANCH ROAD 11 HCFA STREET IMPROVEMENT s """" .� �. __ __ _.. - � PER TRACT 29320 LP. 01001111 - zo zo IT �� 1N F� N _ _ -- -- -.-..,.........--- -.................- -------- ..^.'.'."""""'" �"�...... 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PI"=163.2 l �' '��' p ;" `gyp ,44` : -,%''' ##67. x.2.7 re 1i63.3.'EG 9 = EXIST UTILITIES 19. r- , PE-169 3 -+� 6�~ :ti = TO BE REMOVED 'l � Y 1 r. y •= BY OTHERS ``�41 x,6.3 � •' tC C ' •` P APER ,� 9 ! �� ._.""""W ..-Y--- -"._--�-�•-�' ~-.+ Q.Qa 1161.92 S, l.� ccca .. `: �.. g �_ , .* g 3#63.2 I"st; @ 3.2-8" + i C* _ L-` J.00, ,` 90.. • o ...... i ,;. .... ..,:" �r sr t^ , 1160, s C ,yea g x .s �y� � PE=170.8 i 1. F5 PLANS 1162.78`:7C t>• '0 " fXIST« N .f 1.00% EOR TRACT 2 ..�:' t'E-17 ,8 ' ¢, fi $ "~ �: ' # ib6+T1 .ti,` RC1 P Y s c0 'a ••r' G`' v v l/� € �4 `'+\w' O `•� ,tom g'a' �C,_ �'6APPROVEDy^y�S pvr� P�t y• �^*�9� E S g .�' s ti •rti r as SIV W.` RIVERSIDE'•P 'I W, p` o �- !: C BLItLI31 SAFETY PIa�172,a •� -r. \Q�? . ." "~-- w ; •.. ,' `• `• 138.18' L. T T= 17 6 i `` �. : : c9 :':' '#06.03' �� .. c vgFvvFf1 BY E1r1rF 1164.40 FS �. g e. lo. F3\I C € 3f\Ei211\iG i �: `. .t ' .U.' .4. . a' PD ese plans �p Mi T*�" p shall rnt be construed to 3 = 6s •� •s Z cv + v a f t or or G? an �` p '� O a r t O .. n av i f n any a a violation _ - � d'• .:;�: ,�• �c � ,� of any tct W- 21`.V 3.5 , ' \. _.. .;' {� c3Ag` / �,� the rovisions of th g `l ':�.`�•• `��'. �•'' O PE=173.0 6 ' i, ••. �jr r� A estate or county laws. This sgk 4140= $.# CFS PER \ Q>`t ti A,�c. ® jj.,. �`' ktJ rr ria plans must be kept orf the lob anti{ completion. IN TRACT SR PLAN �' �,�11• c�- '` Q 93.03' Nt�C{3339 19+13.53 TC 1#73,16 . ..._.. �`° • IR 06-30-02 0104-`a 9 CFS PER �,. �. �. C11. L SHEET i INTRACT SO PLANS <... W' 171.0 FL � Q �* ADD IDDD FT TO ALL `'.:,,. 18+70.23 T ''1175.22' SEE C A 0100. 10 0 CFS PER SHEET INTRACT 5O PLANS AD ELEVATIONS �~+ BENCH MARKS BGR NO. 010246 1.1 P. NO 010080 SHEET NO. 5EALssr FJ1��N P COUNTY OFRIVERSIDE DIG AUfti N. S- San Sen Diep Riverside Phoenix Tucson 1 Ave.,Ste.ZO ,CA s ,7.MM.(9Q)7ft•070T•FAX (WD)782.0723. r INTRACT ROUGH GRADING PLANS b No.0033591 SEE SHEET 1 4 CAU CAUTION' Exp.6-30-42 TRACT No. BEFOREPREPARED UNDER THE DI ECTION OF% YOU DIG! EXACT LOCATION OF EXISTING DATE BY MARK APPR. DATE 1�p0 .g22.�q133 UNDERGROUND FACILITIES I ENGINEER REVISIONS COUNTY �qr CMV f OF � SHTS UNDERGROUND SERVICE ALERT UNKNOWN® CONTRACTOR TO DESIGNED BY: DRAWN BY: CHECKED BY: Ca+.� ROBERT A. STOCK ON SCALE= SEE ABOVE Fags W.0. FILE NO. Callat IeaSt 2 working days prior to excavating. VERIFY IN FIELD. R. C. E. N0. 1 EXP. DATE 6- 1 - . N: V: G.-\d-13496\Intract_Grcding\496grd4.dgn DATE: 01-PAAR-2002 J.N.13496 50 51 V SEE CFD STREET NMVEW.NT j w _ \ 52 _ 53 PER TRACT 29320 3J'. =00 A lYI E L _ _ 54 RANCH ROAD a r / t_BAND OA i' ..,._ ..�.. __, ._., _.- - -- - _ 56 _ -� 57 5$ . 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' - PE=�6© 6 n Q Q 2 3 3 2 3 2 3 1 !1~ iol 3 7 PLANS + '�•«s• G 1/ I .^ ° o PEPo 1 ` . ••cr•• es11 + ACORN TZ �LLI1+-Liz .;• ' •T f a M ��i> C' .. 60x3 o S PE=160,1 5 PE=16O 0 = PE=1 �? c PE=159,7 17+09,52 PI W �� 11 q,.I fG I a �� Ry A �, ''rte `n ca• E c`' -I* CD to aclul 59.6 *- t- PE=159.5 '� ®„ --" . 1146.07 FS ,9 FG �: #145.6 P FG ci y� $$ g2,72' L»35,00'J '-' c; <`! o 0 o`` v 7 .~"-� 42.55 a` 4W I � •� 61. r 04 0 0 0 1, •a ,,.., ...., .I, .I,�. " O' P 1, - �' 00' L=18.68° 2 r 1.£' o U. U. oa`A � a" .Z ;,:� � 1 ",.s'S ;Q" r�� 9 �w•�`�, Ts,J„7 .46` e- � � N + °"'� , .. .. ." dy ®` ,r .'�i 69 '-.;• V -fes-"" " .. 0 MAIN %.-Do, � 00 � 1. ,,,ao .�. f2ACr o P&.airs'•'•••....M 1# T f3VC +513 0 1147e82 TC OO' ��v - 28 .6si &.-1582° e>a . "- a `` P10-1. P£R INT IN AC So : o . � 1 o� , 46 w is oa vsr r- 1157,6 FG 17 1 -0,6 r ' ,vj i. 1.- rr�o �, 46.00 46.00° 1 7 7 FG 1 1 E lr V E •' t� > 11.1111, 119 3.0 r `� %p E-153.7 G i1 ' #15 .84 TC 1158 7# �,, 46.00' RE T - a Bvc ,6 - 63. ..1#fit y .1 o P £ rc o 1#45.76 FS' M N e 1149:` FL &.- i �EV.C,.-�' 3 �l•8A Fs �� �, 0 2 SEE IN- 17 _ 18 N A l3 V�: t! T pE ' u+ INTRAC &.ANS z 1157.67 TC •'o " 2 1#4 ,22 TC cA 0 PE=162.1 ^' T `f 1159,22 TC $ ~0.50. t0 T -` ' + 0 114 F 2. >R, 1L #460,2 1=01 '�- TG ® V +7 _ + ,, ----_ . v v + 80.09` o v # A "VC + .... vt0 = t 11544 T ��',I `� I,= ,= �. 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E='16.4.6 + 0 ry N: o o + t t ui 3`n o `1't O cci :I~`..'' `" ti s3.3 G rl vl .✓ N An :� rs> q a Ny 63 2 i a q � V R � , ,V L P =162 '�• �"""" �'.• w E 1 72 roa' iz P 15 T -� 9.7 11 7 48 C . ° Q T .. �' ''� S' 4 .� O ® '�' P ` -:.- �+ 9, � i 164.3,FG a s': qt' .O O,ftlO 106,61 ,&- 1162.40 FG P °d' I. ��<PE=a6.�r.8 �' � ~ lr1 ..*' 1 f 0 uti'n > '� * / ur,. r,s .9 p°� 1. q r ro _ ".^111- > ;N 1�3 c`"n 1163.6 F °' co is """ 1 V o L.l..� _..__ G axs ! o , �" 9 �, , ' �+ ! _ R Ial..1 L a EQ ! � .€' APPROVED r '4.05. .., , !r:... .. o f E._165tiV P i�sl! 11 a� •V s[} '•�r3Q yam. COUNT',,'f..e t k { i..?{ qg -`i• 'tt• • �: 1166. •FG`•. PE=168 8 Oca 7 RIVERSIDE 3"� r �y, ° +i P f 'C/s a L� ! :,. a `N `< ly DE:#""AP, IPAI ..1'�l.� �- =1f 3.6 .-- ##60 F�- � � c ;� «s � L.1..j 1 �`, % 1t t F #'' w BUILId< P =a ' : 6 &3. 1. s F f I .1 , ". ._ W P Z 283 9 L& U 108,23. 1165.22 FG 107.92, 4 4 �. C 1 t � •-' "�: OaOoP. 2 + r- 11 r1 ......a.- ... PE-16640 V I M .; ® 1 us 9aFi .a . .► . to)4AF t^� 4 1# =16 �_.._. -_ REVt- csi P es` M i� : 11o' 0 3 > '"..� o J L1 a iP' '� yt68.3 FG. .F, ® c,s o 4 m, °° (� 1c9...• `' ,wog: ' ' p. HV EIVCII�IECI�?Ilva� p.rd' ,.�.'" ..- '`P �(^^ PE=166. PE=a68.$ �.... 5 :- � vaf � a�� n shall r wcvUJI 'C� ._ 16 9 ,.• ...3 :yr ppr0 0f h cans 4 9 , 0 .+ Q J) a perrnrt for or an at3provaalivgnot he construedfes 6, L T°''7 the rrsvir' a * X''r _ i,. S tv 7.3 • t1b9.$fG ,, A .ions oY fhe anyvio#ation0tany 2 PE-1 nate 0r r t, ia,v .- 1165.0 F .` gy ' .• ';.= e~ asf pians MU' be k eJun s. Tf is t 109.85 , s' '�� o P =166 kept on f;te job, until se I •1t 8.00 FG 1 _t 11 01 A $s E .1''•. cors lati0 ti; cm, 1~- m $0 - 0 �, .Q . %- E t' -- +,� i6' 1� 0 0 ; 00.00 1+f ,�, . r- L» o, 0a 1c ,� 1» , 1 x : r 1 czs ,> f a+ 3 ! 4 c, ra d cv ! e. ca 2. ca �"I 4 !- . eG =�� 113 � PE- '• 0 1,29 -. �," -12.2 r • ' � =q ' o =� `�: ef; +DNSTRTIQN NOTES �,`w 1 y ,» '' 7..... }} � =17. 4' PE=171.5 �o ...,. �, 66 Q w,,,_.. .... rs 4 f 11 -L 6 ... r� QS. L- ... ' L. , • '' rc i,4 ..1 •: s o �.�.___ .� 1 2 T R 4 q , 0 BE ELOCATED BY OTHERS. . 1/3 PE=169.3 '®` �aYf �' .. a4A , sl d1i t A0. ` t ; 1 �tyPp i1 . r' r J a , s6 '' - U 1169.5 TW 1170 FG it i+., r• ♦�13 1�' 1, +a+ iat. 4 1 F ` �' M 9 42 r- ' •10 a a.. '14. !"• 1 . 'zr',.•` �;• 0.00 S 1 � .� S'` � RETAINING WA ' ,.' .• ••,..,,,...., .,. ��•'• A PLAN r ,. �4 LL PER SEDER TE . 1. '� :a! # f " I . ,:� r,.. 3 •'6:;!'0.!•` 1+ 168.1 F Q, \ 1 .: 0.' cA G tJ V �s �1 i ''} C3 •o f a- lAi - 2>• ;,� 6 CONSTRUCT PAVED DRAIN PER DETAIL ON SHEET 2. a r; c; ! .. 73,4 a .- IJi PE=173x6. , ,\j A.96 Q , �, d+, �, Q . ,r #172.1 FG 1&91. XI 1? p, (� I r" 0 . 1 f 't S.': A 6 t J, .p� w - �, �, ryc, �. ,• Q CONSTRUCT EMERGENCY OVERFLOW PER DETAIL ON SHEET 2. f„ E=.70}.8 101.80' +�; COfG 0, cs° `; ' 1� + 117#e0 i1Y' c, 1Ae 9' '" J N . 4 0; I 'b, fii 118.22' �� °' � :�: 0o r1 �' � `.._ : -Q£-SAC tt .a Fs �; :�. .p ,P p� P :,:: • 9 EXISTING SUBDRAIN PER REMEDIAL GRADING OPERATIONS. (St (V P •} " tiff .JY ''erQ Q :J WNw,L ;£ co # . 0 iss.........�� I' ,. e+a ti G �}' ?� G? a `t. �+ RAQIAL 'POINT. " e+i•• es -09 4a �a f, V \ �t +w•s ;' - m '•.,. +or �, v+ k A 1- �. %�' ., °� ,. 74 ra e�? r`' a .5 2• .* , 4 a7 .s '� ,�'� ' . �. 3 2 :� of �, .� o 1 7 a @ OA" '` �, o ae 4 �, ` - L • a+ .• .; ar 11 p= 117 .1 FG cri r r c" 1�` xas' ® y -•PE=`1• 1#71, F V) 1- 1, ,g -; 1169.75 F : 72.5 0 &. f _ ._. .,_,_` _ ts, U - .- - , �y �, O .9 1 r.• ® P a� �( 00 97.92 0 `'� �' r C �5q• ! a'1 1#? •fG.. , ... 132»97 a' 1. .� '•. 1. ., 0i pi e? 1 17 ! j 6, Dca n` c7t3! $. 9.8 "F '•. 11?0.3(} FI; }� ti� 1 °<p , P 101 I ..,__3_ . .-.r_.... 11!31.5` IHP '1 p M 4*-. pi 4D}�' ,Q r, >.` a IN �_ J � � r- e°- _ O 'd 1 N A SO LAN J O .- .- ,. C z CZ. TO '' �.' iA 3 O �` -3 i L 0 ''� � .� i� as S .2 w� P 0 l A �'......... qP 'r••' .> 0.e 1173.24 FG- r `t O -� _ �w .i o _ -a7 _ 5,8 r c' C' E � o 5 oa 0 --�- FG w� 111 a a '� £ 16 h Jad 1•' -176 5 ..� PG a � [yam y/� / {/�r�y Vr•, i yr.$ 1 V 108.64' 6 S r' ��6. 101 v :0 113 Flo,COD1 <s r ,A M ay w"• e ,n ,O6. O-OZ F �1, G? C>. ',_ � e' '� , 1170. , i ,` --. ��,,,,,,� .1 ...... � r ' •- " '' �''.,: , CPAV _. % 1#80.5 TW 1178.0 TW 174 6 FL f r a" GAL 1179 6 FS 1177«1 FS , � I °.1. 1' �1��0.,s°'`� z 0 0 „�� rlB6',, 20.11' \C, ' SE HEFT '� PE=1s3.3 '' ADD 1D FT TCS AL.� PAD EL .y ,m E TION SEAL RICK� •71 j P BENCH MARK: BGR NO. 010246 I.P. NO 010080lllllllllllllll SHEET NO. ALL ®V 1.411 1 V� �� �a � I� moi,, , San Diev ° Ph� ° INTRACT RUN DFADING PLANS / , :223 W Ave..&e.M•Wversid%CA savor-HU•(M)782.0"7•FAX (M)782-Un•www m M CALL No.C03359I SEE SHEET 1 5 CAU ON4 TRACT N0. 29320 d�1 £xpe6-30-02 BEFORE PREPARED UNDER THE D I ECT!ON OF: .E' You DIG! EXACT LOCATION OF EXISTING DATE BY MARK APPR. DATE 1400-422--4133 UNDERGROUND FACILITIES IS ENGINEER REVISIONS COUNTY s�. Cfvl� �� • OF �� SHT5 UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO DESIGNED BY: DRAWN BY: CHECKED BY: �rFCF CA1�F0�� ROBERT A. STOCKTON SCALE: SEE ABOVE FOR: W.O. F 1 LE NO.W.Alf a / I Cailat ioasf 2 working days prior t0 excavating. VERIFY IN FIELD. ill R.C. E. NO. 1 EXP. DATE O`Q N: .1 4 G:\d-13496\lntract-Groding\496grd5.dgn . DATE: 41-MAR-2402 J.N.13496 EXIST LINE '8' 60 PER CFD SD PLANS 64 JC . ! 60: ........." 77 ........ ..... .. , . - _ 2 6 ., �-' -- SCALE. 1 44 co' '� t, . . :, .. :� .� 40 0 4o so . b t , 5 • ,• yet 237 fl ^. R s �(� l y� 2 F- "_. a t' PES 16 �.. ., N 0.0 :: p Q PE=159.5 r ,s• PE=160 �•�° �•..,,. .r- M e4 Pt •- 14�� 0 PES 16 ao •2 \ �, S 0 8' ,.: p R A0 i0, 161 d � 1 ?q,3 � ,a, ra ca n+ .•, 1• 4 2U81 r- U. 2 ,,rrjj .a ai "7 L-24.22° `- �.^"' P. /��� 0 P 161 L-95.4 J 6 4 o ^ 16 ' 1„g 1169 , 7 a F •R 4,554.' �-•`"..- ••.-.. ..�,, a” -{ _ FRAC •-... �=' ca o 4 £� '°°••- � w f C z • 9 } 22 20 . It www 23 � " ` . _ `�sg• �, 6 ` I" �• ..., y "`..., la�t y �e j l f C P 44. S.. 1 °i -•- . _ .J 6 ! 9 co J' .i4"•"^ 4 �` F> ,� , LIS:.3 �"` 161 l - �; � ,,. . - •' ca ..• •`` - ,.'"'"`~,�y ,,�,....,.... 5.,x°5 � p as .. t 5 0 • s j� � ca ,� $ *- q�r o; 1e�' to +� �. 0100= 31.31 GAS J +,a a d> y `W y CJ G £ �°"° a cPr�- i i� � 6 PER ;CFCk . �6 cc WPC } dJ A d�p 4 •��J -10C- C4 w 16 d✓y 0 '�-•ac •$ �•' G ,�; f I1g n, ,,, 4 A. \, —EXIST LINE •#4C cn / ,: c� a,.• O,J trt t Cr1J ,,� :?. F PLANS � ,�. ••� PER C �} sD �,(/1�� ,1 ;. 761 162,$ • °> xS, ,$� �c �''y G�'� h3 a 4J :5 1 ~`' 4 - W 90.46' [ t o ^� J 1 1 1 % 4• 1 AAS �^• , J 12 '`'•� 1.i. as C 9.83 1 t6 td 52 T E `.s' 9 ` vl �� ` 9,, a; o°' rj� 5 sl PE= 165.5 - - ^ k-'29.56' a+ P6 � 11 •T Fg A ^? �. t1•Z C IQc?$q, u '%9 F t 89.05° h� 166 9t3r f p } P � F 253 ! � ra A �" 1X62 9 4T `Y 1j87.97 166.3 .aw.. \f >Co s ti, 1164.6 FG ..'. ii g 9p. 3 Ej o, ow o , , ? ; T� . � A 2� � a '� .�.• • c' n1 P�'�.,167 5 �. �� �- as �� ,�.` �� 170 �. c CQNTUCTC} NOTES FE-16: .p C� C• .o D° 9.79 �y �5.. r<; i� •"'••.,,, �► : . 1 ,\• t a 97 Q FREE STANDING CONCRETE BLOCK' WALL PER SEPARATE PIAN. m g6• L= 6$ e, eJ V •OBJ L6. 66.58' R. ,, j .� • �, 1 I i65e i6S, 3 F r ^i J` G Jt J a •^ GRADING EX STN RA P R REMEDIAL v I I G SUED IN ... A 6 co S . _ $ � e9 PESO t a <4 ;FG o •eo-' ,, 168.2 PE= �, ,,� ca 3 ('� ` � 16 7.6 �I p� J� «r N t ` lib APPROVED }, �}/� r V cc COUNTY® "('E=37 G J �J C3 FOR �,��I� p 3e 9 f"'O P P�"51..a sQ Wr FE=175 -.a c p .,.",> ,..,....., .� E=17.2 .,., 96.47° IY,PAR a DENTF 1 j --96-07- RIVERSIDE .:' 1166.4, G -. t g BUILDINGSAFETY 1 A `1 1 G "} 5 i z . CJ t•. H 9 !t� �. to aea ny J,r. �. _ ' m c 5.7 ... ... o � '#•. ,. 13 <4 .• .... .,.. ., i+ •— *, V ENGINEERING 11 foval of these plans shall not be construed to be 2 I =5 .. .._, r4 of L 4 <c ,. z t n a .. .. frS'.,. .... v o-f.f r a an as Sova c, .a Y C a cs $ ;r laws. This Sit ,4 .. ,... .. . ... . .. ..... ........ . , tete provisions of the state c county , :G: 155. 9`" t : ;111 .17 ..,.. ,... ..-. of plans must be ue tbz� the jab anti#Cpns�leiif3n, FG 0' Ile � 1 PROPOSED LIME w14U' , UYaRA•1 ~- '`.... «. � �..}� s; � �66 M 5 � PER INTRACT 50 PLANS/ 22 N 8 M, wFO)t PLA ! '#Y t PE=165.9 q � 392 391 � ' 390 389 3�\ 387393 ' c' 3 / r ® � 2 PE=164.5 PE=163.6 0� _ 4 c, j `-Ufa, t}33 3 aE; PE-162.9 PE-161.8 PE-160.9 PE-159,8 PE= 151,5 . EXP.06-30-02 23+ T OTA LOOP tie ;� , % 01 �' •. 10 '# I�. +01:4 C INA YWAV s 1165,92 FS SEE SHEET .r- PROPOSED LINE 'IOUA' w , PER INTRACT SD PLANS ADD 100 FT TO ALL AD ELEVATIONS SEAL „ . _ FJCK N G C BENCH MARKS BGR NO. 010246 1.P. NO 010080 SHEET NO. DIGALL �®Esse � COUNTY OF RIVERSIDE TM �" A® $�°` �`� Ave.,Tm �. Diegof �° � P " TINTRACT ROUGE GRADING PLANS � a= \ � ins u� cy Asty. •xtr�ae,cn easor-spa$•I�e)�sa-oao�•FAX Isnal�sz-o�zs•w, a�e�.c ► SEE SHEET 9 CALL CAU O N" No.C-30-0 ,� TRACT N0, 29320 Exp.6-30-42 BEFORE PREPARED UNDER THE D I R TION OF, � YOU DIG! EXACT LOCATION OF EXISTING DATE BY MARK APPRe DATE 17 „ 1--800-42�-4 33 UNDERGROUND FACILITIES IS ENGINEER REVISIONS COUNTY s�q� crvl�. ��,�� t OF SHTS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO DESIGNED BY. DRAWN BY: CHECKED BY: �4F' CAt-\�� ROBERT A. STOCKT4N SCALES SEE ABOVE FOR: W.0< CoNat least 2 working days prior to excavating. VERIFY' IN FIELD. R. C. Ee NO. I EXP. DATE 6-30-Q,2 H: F i LE No. . V N 9 Y P +� u G;\d-13496\lntroct-Grading\4969rd6edgn DATE: 01-MAR-2402 J,N,13496 ; c:J �--_ ' ..,... . 1 + 6e5o AT IN . '�' P" t� LMNW ,,,..b a 4 61.1iV ° i ((//���jj 4.40 S N }� TREET 11" 7.84 TC 1 3O FS 116 T PI=21+50.00 )1606_ . FS -20 J - z v �T - a ?'AA .;. i, ��. SEE SHEET �} ..-,.., V 1 Ft$t TRACT NQ ...,.J T 1i G- ,.1 , 9+7 . .,... ' i 7 x .. gZ ♦\ 118♦83 TC 0°f '�Z 116 .78 TC 1' � , 1.0 S C l4t�, �'�"^�.,.�,, �� .4, ` 'ei ,7 TC Fj, ^+'a PER PROPOSED LINE NPt.ANS L-63.04 '•++.....,., '"^•` ! t ® 4° l M t»&3eQ0' `= w 115 7 TC ! I •Sp 9� �+• p { p •® 9♦ 16.58 L=43.4 a �v �,y }r «y * � .....,..,.. ,�..r d1.? •LSi,•dgR Y 1y!� 53 619! ..,....... ) dr1/ �G o .q t^ t�� (J .. r m� .ms`s a t s • f' . ! . Q` i • • y `! V� t - -A 6 Gi ' L f. f J 49.$3' j . q,.......,. r1 I;S6.8 9 .�. 2 A� 00 ..... "' t:Q 1' L-51»00, r ,ern 1.65. FG Q 1166 FG f + 1 115.2 �`Oo y 1 CY' � �' # '. s cs «° € .,,, fi 211 V 5e01 o .i 4' ; f a -n `' � �- . -J� 0100='4.9 CFS PER - '°y$_ '�' �, ... (�Q f �; '® - �r,'' 16+7 e99 TC 1165x42 l9gJ IN TRACT SO PLAN � 4 a3` 1 0 V 1 0 ....,. y' - � cm -n a an ca ' V= .� e ✓ c l $ a, 3 axi q , �~ 11 Fn 010 '8.1 CFS PER ` Q P. in r SCALE- 40 s.2 . �` R'', r� p0" -ee PE=15 15 1 '""` f' r �j cp. INT ACT SD PLAN$..- '' �} }� .. w 4! 3 3 m Iro H •'e.. .A.> r f V V „ .. ROS` r ,` >,,,� .. ........... :�51, °,.,"• :'"' 'dY .}``«,:♦,.. f ? ; ° < 2 69 63 TC 1)53.76 159. t. „, f _ , '� �' ! I E r 164.$ �, a ,. W= 1 ,V_ 4.O s0 s _ Q5 a R I� 00, 40r 4 4D s . �-�--" '\ g m ��'� 1 �� $ -�-,' Q100 4♦� cFs PER � $ �A '0100= 9.7 CFs PER eo♦ r? p g n p6~ 6 , 1 , ® 15 E=1 t` _. 1 1 �? _ INTRA T So PLANS 4 \ o� � 0 60� `, . . .r 2x8 e �1 P e,INTRACT S{S PLANS o (� R: /�( !{j tf�'tj} c� p =1 2 �\ '� 1, a ri F ... �~• a t` t 1•``. 9 4/L... 4. s•'°'` �• ♦ • J ti 03 8 �, + N TR Q N s It � , °'� / S P_=162.3 - 3 ; t 4 , f Go." �; .., o E: ; + A �� F f: E'-1 -161.8 ; E ; 26 1 .0 MUL CJ - 61♦3 , 1168.10`3W< �, % t+ O ; Fn h « .11 FS R• �• � 1)53 `� JG3 } : ' t 1, I r1 ,c r, 0 # •. 4 r 1 - »/ `IF .� �. `` �c' L- %s ' f A , ,i L-47.38 9 0 ' a r �„ +ti ;.' ,%. >r 5 3 Q. , .j r,� e2, ci a . , a F s 164 r'. _ '�� a ; _``{'y y� QwV` '0•? �. �F'f •S� ---. rf`• % 3:'^aW,'• wd 4.- •�jI • • .! ti n 9r J Q �. :# Sr }•. 1 `. "Q 30 ♦2 s _ -69e h L 5 Q . r hr m50 1 r y�'" d tA A V i rJ �'` QA :\ (r�• `,� q t�J�! �o Or L, ,t res -. i % i4rVV` �jO�q' ,°.'S,•' ••Y a '^• 3QJ �y •� )` ,r i�4•(e�? Q 'ice 1.b4 ,•`,r J .16.39! ! 3 I 11 11 ;`to �A. a x Q.C" ,F r L J % 9 .60 1173.15 TW `1 S' z ! 4Q. f 1168.3 FG 2 ''r F ,Q` `L `�O r Er i- L,6`�♦'�6 i! T 2O t0. „� f` A r: {i. GY t Lr 4: 4 e ✓", 4 •t,7�' ':; ;> r I, a �6 C n 55. t .. 1Q' 1• t$ $• if ! 3 a 6. _ f X;P VIA �4. •aS $ -55• =2 � `L �t t L F F '.E Jt'♦ It f \ 5 4 .- r .J. L= 6 �J $ N $ "I f {� d 2 � `1r �♦ 1 .�' F >s =1 3 .r Yr I •i' �.• 1 �Y I. F 6 ('! 3 1. � �f''' $aY (� 7 .�r r .. �. 'I.., /�YC{_-17 rn ® r o S v« .. ,,.•"' .rpt $ 4 6. G7'f +� 1 � s Y' L(� B E) Fo-. S i G 1" T ` 8 t9 `.p F �. g `ns 7 ti�. �� 11 3♦15 7`ITI ti> °' Ari J � 9. 0 Q 7 ti '`a �3 v =1 R � N 11 J 1 O a s q I `4 ,A 1) 9m9 G 2 6 i 0 3♦ 16 .. �1 ul $: .. m f �` p _ D^l P f• c�'i ))70.2 T > �,r .. all 6 .► � # :S E 1 � .� =1 t �a t .1 i n Y `tiX �.=9�.7 1 1'' 1 1) 2 G =17 .�' �' 6 4/' �An $ � .9 n et$ k ` 9 f3 '� x' ^ ,•r. r 1 G? `m V• �': . 5 .wr1" r ROA'°^ _ er A V! ti 4 'i ki. i^! F tSb e 3 a� r ..r 6 .,Y �lAY •Y �y 0. ia. �S'+;. 117) FG a+ .6 1. p cv N�l1 J ti Q 4 L'� O �.14� ► V•• F s r t e» b .......... �7' ... a F�C°f c p ,y :$ff G"j ?• ar. § % A ,,. ap R. eS: �y CJ � iS 8 iP .. � a f i R J 1 f• .W •/,jai e 4}. w � 52.00' 52.06 s .+ 1 ; s ,. L 2 .�. ,f •i a a J A r� ,••� iA 'A -n I '.T % ,E,p �£' i l$ g ! a;a 3 k f U.? � n •',•3 r e , a h � fi 4 P .-" s to 1 1 a. r,' ) 4 N A 4 r} E•� r b •F sI,,•��4r �r {� v -� L S Jv w~ ht 'c9 t' J t f� f ? r i pi' - to � �` i.fb b a p� ♦ li .. 4 J O ) V°° 4 9 �© Q G`i Ci t 7. s.:f •� l L• 3 Ca; 5 Y . "' l 0100= 18.9 CF5 PER ... qQ ..m.. L= t r`°. R� t7e i a�" si c3 i 1V $ i ''9 #. ; ''`;I,r 0' s b` fir.' : � 10. ,ANS"' �� t6 •-....... ... 1.74 .4°.r--^.'�". .R $A, '`�'. r�, er•;- .-'' INTRACT SD f?L "q 6.p' L=3 ;,v' % 4 t P kA4• ,9a C l`» Oa 4 1 % . iI�rRACT sT =6 .04 pt:3 .. , 2 6 r J '7• .� s w v 3 1 s A 11 . . . t� 4 'F3 0 l�P RACT R ® G( G iY y :7 J y+,' ! , .rA .} t PP J' 1 l• t t :d:". tom'` q r 2 1f. LR $ I `R 4z 1 _ V '�• 6 ap � tY 1 J 6+ k 1 $ i d W r .� i f s '� ,2 T R VAL AND• t °: R KIQ > 11 I •KtIE D � �' T UL , c� x S B �. E I .. R x J , i G U a I sL/}Ayy({ A YJ• �J tvt IN g , A o INRs Ts TO �` 6e• CONNECTION'IQN {... 9 Q NE F o•. 1 C�_ , / N 4 Ju. ' 3.. 7�a 6» f r c!i 1 `� I' :.. all P S .,, :J L G t ` RACT SD n '1 PER�INT Ak I �1- t o , t t1 } :, : "`r '4, I ) TO F 1 'je 115T.23 1 T F 'l 2 1'�Y6♦ O S 1 1 P SED LI '2D 3 IBRO 0 N� k. ;»c T 7 F 4� fl• ••. . '•116 2. G �o ca c� �7c': :4 1 `L= 4 =6 R $ 9 r , W ', s. �- I' R NTRAC T L ea � E I ti S .a 3 y -"'9 G 2 °`1. t` r 4 4 W V ^+*.. rbt AN 6 SD PLANS , ''2 a �mA J � •it 1 , ',rpq , {� L' d t' r _i' jS, \\ 64 01 C 2 J 3' � `t FG -a� 6 166. ' ' i .. „ 9 G • tL s9 N'• ._., 6' 9 F '.� °4 •"., ♦ ,,. 11 5.8Q r t TC 5 )8 62 x78 r: r� '> o .eb 2,i' r 8' 4 •°"b j $ y. 1. �S J 9 V . # Q , ,R5 „ , ' FG , 7 .8 �+« Ci e 1 e 116 0• �•,. 014Q_ 2. «„`M..»;." �# is a 1.• 9: „ , ! G _ t. % :4 C 9e % _ r Ui ANS W P ♦ SD L PER CFD D E JJyy � �: Q V L• i7 A 1 4 y { 4 k M j {� 1 F a[i �v f�jYi � �. %}b t A •V W! i 8 O1 E 1. EXIST I °2 1 .:°� a1 1 V' •'k a V i ,rn Q D2 PRt�QSE 1 '29 ti "� 163. �• 4` w -PER-ZFD SO r �° N k+ t♦;' A r 1 DRA NAGE E SE. ti� �Ca 1.� .4 rs. 6• g{�� •?4 \ 'V 6a '1 -16 % 1. ". %\ D til1. 6r Y °1 ''v' Jj( 4+•i> \ G p• .S J� rl� p�- 11 `y� +• + T C 1 "'7.66 t «.!b 4 89 J iL a Sa .mss �tSi�IDL.�+ "ea V ! �. ca 8 � ♦� a fl , � 8 PE =16 ♦ o. 1• 4 a 1 . .P : rr a W 0100_ 4.6 CFS 6 � {t 1 ; '^ .- w h q° p Q ANS % PE b �•q \. F S 0 PL ~.+ PER CFO � ,� E � f e ei�. .!. V1',`, 1 ,>?� n .. k{b b, w t �°, j ,./ �} ♦ K,,,. .d q 4 4 ap 2J ,A 2 •A' F" if 'y '.:dJ 7 « ay i F W (J,j�, �g _ I 6 'i' f °r G { o t1• e 4. ., b A.. ~i � 1 i s• � 0 0%t~ ./�. % R NCY 0 3♦ PERIMETER WALL FOR EtatE GE .. ��. ,�.: ':� `..?•. .�° 4 =172 1 ESCAPE PE G as ES s° + % ' OVERLAND DRAINAGE I 1v: 1)64 4 FG C ;' `t 4 4 r 3. �4�. �,�A 1 r> 1 10 ''� .- 1 Cb ♦ .i ss f �q� 1>ti'i2.61 A �'• q � �• r % � % ! 1 a m 1 !b« 'S' e ih. Y G Aw 7 4 Q'1 E Q 6' 1 �- 4 I 6 s�. f .- :� 4 A b .- '' �yA A! Y Y /� yA ., ,b`. 'fir".' ye.•. N 1Q 6, 76 �` w rs 2. 7 a 4 4 § •. b y� AJY A•: i R n Y ay t j� 1,,! n' yr �' at'Y �, �e i Oa a 3~ acl ! 1,• B 81 �"'� 9t+ F� $ `r P` F'$`F A4W�# C o' o .F 175 `� 1. ,.• P _f N :o: .. r� r ' 1 t Y. w €. O. I. a+ 't17 4 ,6 Q ,2. 3i c� 3 F G � 5�a•"b�C'•{,�,` "tel k' `4' it W b F t' iA w y A $ 4 .,,K r' 6..,..,,...-. '1 I -F e3 85. =1 •� 8 �1 �.1i « O 'm' r 1 C� E :i P i G i5. v+ f 1 Q � 3 C r• � C? } 1 6 �, an -9° . , a 1 '4 Q 3 :} r� � i F �. 113 '6D` � "�• O_ 1165.5 6e 1 s` d¢ ... ev s Y' 8 �. �. ,{+"•v ,.. fM 3 «i "�'. 3 G F% J� w V f' f 3 . r� 2 1 i �. i/h �' n s` 'G'".3: • A.b` r -s° >a .J C"K l 4 -i a {� ,`�� i.. W �' x it! yyAy b 2 4 i � t I V 15 CD z 7 8• tis 'E' F ,oa 0'. } 9 # 0 2 'S. 2 0 1 1 N F M 1 J} tri., w5 J 1 V t e•`- T r o # r n t r"'F N h Lws•' Q' i r.. p i a%s y Py,: [ f .I� Nom. aS3 I `'t S• a 1 x F ii t' e t!i .r JY Js t� h ',45 F6 <f9 i rt✓1 'fS` °w ._I B p r, «e • rJ W N eat ,,.,,�•"Ac.. .-.t s ,,•.J t f ea « G , -: .JY b' A d 3 +. -13 6 t,M , t $ .a P. Gmol O t 1 °� 6 >< 1168.44 O 166�+ )12 \♦ , 1v x> 'n , J v$ 4 10O G n t 15 p ',% Mr 2 0_ G` FG t1 2. > ' ey�, Q G 99 ° ' v, °e 'yr4 �r�3 . 4 J v O t/$ t�' f` r 5"• G a5$ a � a 1 9 .. 34 , :m ! S -P 1 V �r� ,ff 6 •t1$ w .D i `€' s► 1 .A j'•�P' ® t g •� _+ H \ ♦ R• . H �`G 'i` 9: .r •V # lv J• i R' A 2 t 1 n a 1 4 0 2 �.« � R 1 n `L: 1 19 �.J ♦ + I t�' c.A L. r� L. 1. h 3 ('� {i 3 S %w'. :�, "3 � F O \ / r i. a 4 {{}p30 1,E"� r 1 '� 11 0 .. ill., �: y ss Q ..i t .... t i ♦ . �'' _ ..:iii... 'f� .Y tJi ! m :O' O b ¢ 'a ✓ O 1 i r s` p 4 i b i E }f\J Q w \ ii V V I k ^z� a eg G n 6 � 4 1 -1 ' ° 74 44 ai�i8 itx. ,� � \}G ,� APPROVED FOR oC�U 117Oe b 144 x �* s ' , ,� a b sw Y• 9 G 3 �y 1 tlija 6 t w1 iu FG .�• cab .Qr '• ._ OF L 9. � 'i �me��� 6 $ A t i•• T•• ® �E E E .. i �yr $ 'I• .E .i Y f E. �l j p 4 N 1 e- �`' > �. 3 V BUILDING A 4✓ I F 9 rq J $� 4v'% { . s W V1, ", " 'G` "a 11 r :#'a r 0.• 3 ef$ ; . 9 1 , 1. i w 511 1r$ :.a' ECJ EVd � _'1r V-r R1• �i E b [` ''r .g J� 5 s w �j V l •N X� X E, r. �. -1 3 ',` 1 4 w PE' Q, �-'� ,r, .i C5 :Q iI 11 \� : li�#EER6 it ,- -e �'` iJ s' �' ,9 t- ,q �` >} S-'` ` ': Approval of these plans shall ,not be construed Yes r.i E s{i A ':S .. Fs ` ! \ t. r t t 5 T "d j98Frni ar, ar an ati royal of,an vielaD on taf F, I I """_- � {'{i °"L •.ts R .O } Y\^a.;r.✓ e , s '.:c sfa,e or cnsn, laws. i;3= N 117 A. t"C '' l'A . Mite provisions of .ht y i i at ! 4 C) t L 9 rel t 4 f r :'1 ey lans r, r ';' ust tre o h �'"� 4 t , % 1. P ke f n t e "ob un.s; ,a.:ra es a:=., •-- 1172.40 :� .1 A eS �' ✓ C lz tWD •:- `., ONST UCTION NOTES `� , -�j�°1 ` N �C)j• :r r ` $ �} BY OTHERse w 1. p �A� _ `` 11 . ! `t ` .4 ' � °' t191e7O FS IAk-11RETAINING WALL PER SEPARATE PLAN. t iit2•a�G Jt`F ;! ;+�`-,$`�„ ..•a'`'~ Js�� EXISTING SUBDRAIN PER REMEDIAL GRADING OPERATION. �' ,,, �1 4 1174.32 % "jG7 ` �$ f , 5:40` � 6,' QQ S'' /�� 'Y �` FG /g " f 1, r\ 's Cir per, - � ',-- ' %,� o p�=\'t PE=179.6 " M I �'`~'' r(;� NO.Cft33591 � a 00 J.. . 2 * Eatp♦06-30-x2 I-- l� �A�F� A �� � . 1. �r = ��ca ���` ADD BOO F TO ALS: `` 1176.23 .- ��`� AD ELEVATIONS l� G j t\ �� SEAL """"�, E G BENCH MARK, BGR NO. 010246 I.P. N0 010Q$0 SHEET Noe DIG ALERT ;' E�S� 2 ., CtJNTY OF RIVERSIDE �� ��• S�'�r'TM Fy Tm esu Diego Rivers4de oras ' �1 SEE SHEET , INT CT ROUGH GRADING PLANS81 � �L ,z�s v� eve./Ste.zao•luverl cn e7-s��a•(aoslrsa-nor•FAX (�oa)ra�-oras•www �m ull "7 �. CALL CAUT ONn No. TRACT No 2932019, BEFORE Exp.6-30-02 PREPA ED UNDER THE D RECTioN oFs YOU Tac! EXACT LOCATION OF EXISTING DACE BY MARK APPRa DATE ENGINEER REVISIONS COUNTY sT� c1V}4 �\a ' of 7 SHTS Z-$00-422- 133 UNDERGROUND FACILITIES IS .1,-, IV ca4t�°� ROBERT Aa sTOCKTON el UNDERGROUND SERVICE ALERT UNKNOWN® CONTRACTOR TO DESIGNED BY: DRAWN BY: CHECKED BY: SCALE; SEE ABOVE foR: We Oa FILE LE No. Carat least 2 Working days prior to excavating. VERIFY IN FIELD. ---- IR. C. Ea No. EXP. DATE - H: V: 2.3j. 0 .. 1; ' GAd_13496\Intract_Groding\496grd7.dgn DATE: 01-MAR-2002 J.N.13496 9 ACORN COURT SEE SHEET 5 a. ... •PE='1.7.2,5 A `'�E t.. va '' `. 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RIVERSIDE DE,I~ ARTtIAEN T OF CONSTRUCT PAVED DRAIN PER DETAIL ON SHEET 2, �UILDI S�tFET ,a EXISTING SUBDRAIN PER REMEDIAL GRADING OPERATION. � DATE -VIEWED BY tib ► �� 17 CONSTRUCT 6' WIDE WALK PER LANDSCAPE PLANS ' cGifdEFR-11�fC Approval of, these plans shall not be construed to be `w a aermit for, or an approval of,any violation of any of It the previsions of the state or county laws, This set' Lu I � rt _ at plans must be kepi cis the job iarrtii cocnptetao�a, 7EV. 0.02 : SCALE: 1'= 40, q COtG cA ` ° ADD 100 FT TO ALL 40 ® 40 80 A ELEVATIONS ir SEAL C ENS'^ �'�' G P� BENCH MARKS BGR NO. 010246 I.P. NO 010080 SHEET NO. DIG � VOESs,N COUNTY OF R I VERS I DE V TM fit« StC(}�t ��, 7m San. Diego Riverside Orause Phoenix Tucson 1=u Ave,Ste,M•lh ,CA quo7-u18•(909)mo7o7•FAX j94�jT8-mu•wwwr I N T RA C T ROUGH GRADING PLANS CAi,I. CAUTION: � �,+ �Naa 0033591 � SEE SHEET 1 TRACT N <Z A U 0 N® Exp.6-30-02 O a 9 O C BEFORE PREPARED UNDER THE DIRECTION OFs YOU DIG! EXACT LOCATION OF EXISTING DATE BY MARK APPR, DATE � IS ENGINEER REVISIONS COUNTY J> Clvi\ �,� ' OF � SHTS 1-800-422-4133 UNDERGROUND FACILITIES �F� ��`�0'� ROBERT Q. STaCKTON SCALE:UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO DESIGNED BY: DRAWN BY: CHECKED BY: SEE ABOVE FOR$ W.0 FILE NO. Caltafi fees# 2 working days prior #o excavating. VERIFY IN FIELD. R.C. E. NO. I EXP. DATE 6-30-02 H: V: �- �- -10 G:\d-13496\Intract-Grading\496grd8.dgn DATE: 01-MAR-2002 J,N,13496 ........... ,. ------.__ __,___._._.._.._-_. _ . _ _..._ _.._. . . _.__.__.,..___.. ........__. .. _ __._..__-__._._.._._-._____,..,__ .. . _.... ... ._ ._ .. . .___._._... . _ ..... .._,_..__.__.._.____.-,_._. ._-_,__.-,, ............ _.._.... _ __. SEE SHEET PROPOSE LINE `IOU' `"'° ........ qq �, • 29+0149 CHINA RRY WAY= 4� 14 17 _ 1 1 � PER INTRACT SO PLANS V +50.00 + 1165.92 FS LO 22 T�S GTA FG1 „ PROPOSE LINE 'iOUA' ✓ i 1 - :w ,... w. 1 `33 .33 3: �1.•' r-.-•-'" .,. �~.»'."' -,•;, ,,-,,,,--'..,.��.µ,�..,..,,.,,,..;...;,w�.,....•,w.,.. � ;;. ...,,, �� r r rj; .......,_... _._. PER INTRACT SD PLANS i 50 • 393 ff hd L-TZf 0 ':L=72.00 ' PE=165.9 \ � , .. ;.. a IW) �, s �' z99 3 9 2 3 91 �- a''` 3 9 0 p 3 8 7 m M -� ��' PE=164.5 PE=163 6 PE=162.9 :^ _;t �::;• 4.'t2• F .� 6s. �t�. PE= PE" ^- PE=159.8 `hE= 157«5 : g - 9 .� ,,,� s�• <.& � .�� 1 ; 3111 :60•' t -' 1167.2 G l�+ ,� '�S ?` �z "» t i 29+5 .46 TC 1 .4, ,!a p0 0 ` - ; EXIST BULKHEAD REMOVAL +_ ' �' ,1Z :` ulr 1 ca c. a. 0100- 4.4 CF £ oa AN SCALE. 1 40 r r ti =1.1T.2 ' � „� ary, 6q9 t: ax ,, t; vaz INTRAT • pi � h 6 gr, ., SD INTRACT SD MAIN PER �Q •3' ` ,.' r >a 3 INTRACT SO PLANS ..cn cn 0 80 S ��� ¢f , �:� cr „ ,L=53«37` z. LAJ CC } 51«OO` 1.84 101 40,99°,. 18' J (� �. 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E=1 ♦7 a SAFFTY a �. o �{ a Q ...-.-- p f � jj M � 9 °d M a q :7 tt N t 1 0 16 1 '�•• d� i C 12 en q .1 a' �• rrS 2 .. ( :t S nn V } �O 3 9 r 1 9 V V x. 9 ps j y"+ °O 1 N q�qq S` _ 'r• P E_ w 1 �J 97 n •r 0 �' •t! 8 o B CJIt i� •� �'�,t4B $31 - i D AD ti t � 8 F6 3 ® , .12 bt °a e ij V, S S+" 8 ,2YS V4U 4 fi7 t.5 rr�v' gS c,{ e�" t .� 1 , � 'ab 3a§�:;�sa,,sx �t rtt jt :P� a.. r. t , 1 .1 j A' , ll ST° •L•N` OE` @�• I iNG I . t c .2 P 'AN 1 'q S iC Ij E 4' n, l , :E`• 'V r $ LD j e 4 / L s9• �� y: 10+99.54 BIGLEAF COURT 111 rr1Ne21fl Q f ry? ''' . 1215.85 FS SE SHEET 1BON � p c. MES RETAINING WALL PER SEPARATE PLAN � •�� r ' ` eu a m cvJ� CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL ON SHEET 2. .Ci6 3i}-�t2 p ®21 EXISTING SUBDRAIN PER REMEDIAL GRADING OPERATIONS. _ �`l �. '� as $" F ADD 1000 FT TO ALL A ELEVATIONS SEAL FJCK , OWPANY BENCH MARK= BGR NO. 010246 I.P. Na 010080 SHEET NO. DIG AQUI ssr � COUNTY 4F R!YERS I DE TM �r t A» Srg �y San Diego Riverside Orange Phoenix Tuom c�, �- 1 WvasityAve.,ft.z,1o•x: ,c.A 07-U18.(M)782-007 FAX ( ) 472.3•, INTRACT ROUGHGRADING PLANS CALL CAU- Na 'NcaiG03359#� SEE SHEET 1 TRACT NO. 29320 I3EFC1 Exp.6-30 02 m YOU DIG! EXACT LOCATION OF EXISTING DATE BY MARK APPR. DATE • PREPARED UNDER THE DIRECTION OF: 17 1400•-422-4133 UNDERGROUND FACILITIES IS ENGINEER REVISIONS COUNTY �Iv11 ��Q OF SHTS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO DESIGNED BY: DRAWN BY: CHECKED BY: OF cAvF ROBERT A. STOCKTON SCALE: SEE ABOVE FORS W.0. FILE NO Calaat least 2 working days prior to excavating. VERIFY IN FIELD. R. C. E. N0. I EXP. DATE 6-30-Q?. H: V: ' ,,,' -► G:\d-13496\Intract_Grading\4969rd9.dgn DATE: 01-MAR--2002 J.I3.13496 - .._. _ _ _..._... . .- -----.... .._ . . __. . ... ._... ... ----.- .. _... .. ---- ..-- -_-__-_-...._ _ .. .___ _ _. -._.-_ .. _ . _. . _�. - � � �,�:�,�T,.,+� __ . 11 I I ��,� '. 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"" �i E „a ` R : 1 �8 FG 33 A 'R =JET )R C0 _ N ;, !. `,� 1111111. .% ,.� R9VER {DE DE,PARTi' ' ¢ O ` FG 3e44 �� %I 1. -- v� �. 1t P27 O6 UIL i 4G AFET �� 1189. *ano -_1. -. �---. 1191.53 1195.36 .FG 32 IEWED BY ~� -'11, _ FG " FG 1. €3V ENGINEERING w ~ `` '"""' -� CANYON � °� 11 lana sha19 not b�'con5tru�d t� ts� `.~.•.••----- 3{ .-'' roval of these P '3t / ^- -- .. 4 ___ 1`:.-;: I .1 SPP rnval of,any v on of an§a# 1�1.1111 „'•-v. -~1 --- .� a permit for.or an aPP _ - - the provisions �f the state av county,*As. Yhis _._- ____ - _ � ,,,� 01 plans ..,ust lie kep:on the jab urttii €smpletias�. :;'t° SS . ! . '� tip !� , , @+ lay. , ."\ �, 11 I 1.I 1. EXISTING GINE '2E' ...... .........�V�--. .....I.... ::::::" ,..,+ A-- ` .......'. -,. _% 'fr„�, PER CFO SO PLANS .,. + ;:. - .. - 1 '. +„ 1. ----_T_....� - ] , "'r," , . 1* : . ...+...- 1 1 02 Io 21 of �. • / OFC 11 ADD 1000 FT T ALL AD ELEVATIONS SEAL CK COMPBENCH MARK: ecR Na. 4IQ24 I. . ,?OESSI RIVERSIDE� �isa SHEET N0. IVIG ALUxi OF L1.1 TM �w N. sr , � Im s Riverside ` INTACT ROUGH GRADING PLANS c '' es y 'may ci 1223 iX Ave„Ste•x40+Riverside,CA 92507-3418+(M)782.0707•FAX (M)782.07x3♦wr�valc aXxom '� W No.C033591 X SEE SHEET 1 CACAUN® TRACT NO� ,29320 Exp.6-30-02 BEFORE PREPA D UNDER THE D f RECT 14N OF: � I YOU DIG! EXACT LOCATION OF EXISTING BATE BY MARK APPR. DATE lkk� GROUND FACILITIES IS ENGINEER REVISIONS COUNTY s� Civic- ��,\� OF SHTS -$OU-X22- 433 UNDER F o R®BERT A♦ STt}CKTON UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO . I DESIGNED BY: DRAWN BY: CHECKED BY: C��°� SCALES SEE ABOVE FOR: W.0. FILE iVC1. Carat least - . � � 73100, A 2 working days prior to excavating. VERIFY IN FIELD11 . R♦ C. E♦ N(7P EXP. DATE H: V. C� G:\d-13496\lntract-Grodlng\496grdiO.dgn DATE: 01-MAR-2002 J.N. 13496 1, 1 �----. 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Y :2 1211.64 � .�:.�'•• •�': c5}- ;. d G i ♦ Xs e P 9 < �`` F• ''V 1 - ` . CONSTRUCTION NOTES , , .. , f ' 4 :S FG T BERFLOCATED BY OTHERS. S.9 .... C1 __�. ........... �`'"`r``�•, ' '�e f•\'e��?:''".� 4 RETAINING WALL PER SEPARATE PLAN 0 ry �• �' CONCRETE ER DETAIL ON SHEET 2eCONSTRUCT TERRACE +ga F ' . .... s�2 EXISTING............. .. � EXIS ING SUBDRAIN P RREMEDI L GR iN G aPE RA TI4 N S....,.., . .. ..,.. 9 „ CONSTRUCT 6 WIDE WALK PER LANDSCAPE PLANS. ..• e d r f r ........................•......,««.,... e ......••` f d , I I •l r d ? I I` d �t 3 =1i i JJ .•!' .•1••^ qtr 1 1 �f i d t i i I�. 21, 1 FG :. 2EM4VE AND DISPOSE EXIST. ENERGY DISSIPATOR (RIPRAP) 14+00.04 LOOP=EVERGRE CANYON A_39—+ 1214.77 FS i 33'. FG 9 10+00.00 TESOTA LOOP= + \ 1229.81 FS 45+94.25 TC 1231.19 ... •' " 0I00=*4.7 CFS PER CFD SD PLANS EXISTING LINE '10G` PER CFD SD PLANS OR APPROVED FOR C ' RIVERSIDE II E DEPART IMifINT OF Buil SING & SAFETY' TE" 1EVl,. FC 8 f3V ENGMEERiNG tred to be �pp,aval ofi these plans shah not oe constf viotalion at any 0 a permit tot,or an OAP=ova!01,ani aws the pr , This set OFE ` \ ovisions ofi 4�e state or cou.isxy �q � 41 piens must ue kept an the foh OWcompietson. [ �Y s � Uj No.C033EW 0"0-02 RZ 591 ADD 1000 FT TO ALL PAD ELEVATIONS SEAL FJCKG BENCH MARKS BGR NO. 010246 I.P. NO 010080 SHEET NO. DIG ALE � ESSr COUNTY OF RIVERSIDE tai ° . sr �l � s >ua� Phoenix Tucson , INTRACT ROUGH GRADING PLANS z✓y ., f3 1223 U�>ttvexeitp Ave„Ste.240•Riverside,GA 92547 3418*(S�)782-0707•PAX (9U9j?82�D923 wsuavr�tce p � CALL Off° � C433591 � SEE SHEET 1 TI-� {�T IWO® 2932fl 01 BEFOREExp.6-34-02 PREPARED UNDER THE DIRECT ION OF: E You DIG! EXACT LOCATION OF EXISTING DATE E MARK APPR. DATE • t NE R REVISIONS COUNTY � CiVIV ,� *�•---^ OF 17 SHTS 1--8 22-4133 UNDERGROUND FACILITIES IS ENG] E �_______ UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO DESIGNED BY: DRAWN BY: CHECKED BY: qT�� CaL�F°�� OBERT A. ST4CKTON SCALE= SEE ABOVE FORS W.0e FILE NO./"A--% Callat least 2 working days prior to excavating. �tERIFY IN FIELD. R. C. E. NO. I EXP, DATE �-��0� H: V: O DATE: 01-SAAR-2002 J.N.13496 G:\d-13496\lntract-Grading\4969rdii.dgn .,. _ .------'- ------ . ''... _ -___--____ - .__-------_--_. ._ _- _�__________-_--- -.._-- � ...._ . _. _._ . ... ... _ . 4; _l \\ 1., - (3� `��'A SEE SHEET � � t s1gQ . I 4 8 �� � 9 ,� .......- ..._... p. , i$. P� -�-Y' � V 3 A��6t '> `j' % r x g I k*\ - SCALE. `� 0 1 �11 U , 9 G , F .,...49 : :, - i �9 fi'' 15e : , f 0 12 , . .4 - , . . . , , . : ,,.-..., . . 3 t : . . : , . . 0` % , , , �. <' , ; -1 : 1 2003 ........................ ... 2 " , 11 . . . . . • . . ` SEE S ET ` , „ ; : : j , . , cj .1�, ti O o. ° 1 -1 t � f a, p - +�1 � d� w 1. 0 /� i `- n L� .y,. ... 1216.3 FG :a`. .r' � S' Q' ` ,. - aUF :e' h7 r /� t rryy A+ V G s ' �- to i , p Q 3 X! w h �„ 0a P ,� ; ° ti i` : . c 1 • , . y 6 2 t ti o• I �� F. �,r a s 99F `�:/ *. : :: �! t a ( o'I i . 0. J ..,,...a~ °+�/ a2 :8 fi p `ss J 14;�d- ', Al 13 1 % f. o '� $ rel f tiq 11 {� 1 ,, ,,. <d ccs' p ��r .. 3 J I I .,y e {YJ ""g� ••�y I �, ,' q �° �'' XiSTING LINE 10E . r,, 1.,� c0 �... r?� ^i { 1 , , Q �' A �2 r '� PER CFD SD PLANS .. � pE s •� cv'J t 3 , •!? V s, .. �V s I .O q,: t *aflF O "C) 1 to (� 4 �.J °LT A 4- f1F Ca T` !.' yy ti _. •? a 4 L 2 C3 *, /i 6 .4o. U (^� ca 1 C7 V f1f I t G, -�.. h ' Y .fi fjf/ W `Q rM •V •r '1f c 9' 0 s r t I F 6* 4 tJ ,9 t»e s�J M° e., V y *"pact { � .11 � P J ._.. �s. 1 } I,f 0 V Nt, • Q rS 4:-. : J f� 0. I 1F ff�� V•_ D+.T ti J' 0. as 2# re f .. A .�9 $ 3 �' +t .�• J »i `Q x Ci9 2 e' S • •' a 1� Q r 4 *` G I i+ :G ''`' 7F ,7 43 J f G J -�S K •C C 3'. •.�1F 9 P qA S✓a, . ...., ..° .. ,. h s . h as, s e CJ t. 9 ,. f , J p� f .. f 2 +r- t i o' 2 �, f f� _ ! 4 2 -.� -- f l f .a 'if �. �2 T 1 W , .P Q" ,s „ Q G, , , , , >' `L f , „ a m . • , . 2 o S . h �? 31 2 9: ca o 1 e' e6 < x 9 :1: E "r' f 0 F .. f Yriili / V �y �y �h+ V -15V t_ .h X V 1` , 1. 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[- �• t h { r ✓� FF�� 't f I P •_• R'• RA T PE NT C � •I S P s 0 LAMS / �. f i s �, .y 1♦a� �. ..•.'.o•. (y I C V + /fid+ 'tvv +�V fa 2♦ 9 ."V vw B- ti'' {� .✓ ® 4(_ g G :f c N .+ 5 1 i y d # h V V �` �r /! 1 /�^�q V O° Y /` F {�� ° �' d CV. V £ k :fw S p g 4l I `ire.. ti,,, �„_:-:'" .,� 3` % `L ', e� ` cvr' :�- S a� \ 9 % C3, na ... \ '. .0 h " W f R f r~ ., A ._ a '6:• r `ia I'll 11 N 11� 9 '11 C a ) ^ xs \ Et x a� Si 1 Gs, t✓ I. r 2 a Q 'rc3 { er P ! w�" 'f. a �P, Q { ,,war ,67 C✓ r f/f •1 •!"^ ':�,3 '3�° ,www"' .I \ 1 �- N .. \ 2 S r`z 25 31 \ <'� 4 y .� \\ p' '3 9 _` • 58 11 's }.®-i EXIST< F \ Z' 2 - I ? '�- / 9 1 P 0 1 Vz eF .� .r..-•� P �` 00- 8.5 CFS .� LO --- s ti,, / `, PER CFO SQ PLANS : � a / \ \ C ' ffir `� . : ,,< '. 1. *. ,I *. � 11 *. I 11 . 1. ;i : : .1 I � - - .� I . w \00 1. 11 ' f;`�+, ' - e . �\ R; x 5T I f 2 V c .- ��; . ......... ii %` _ ::' ,, '� .,``'. �•\, �' 2 `' r `, .., . ``� ' r ,, )'' .:F; 1 ''~ I , k� 1. 11 � OZ--�� L'.�� ".' ��,' '� '. I.......*' 1 �.... `. ,. R , �- C CT 0 NOTES EXISTISTING LINE 1OG „ , - ....:. ,... „ PER CFD SD PLANS t' t1 : : " .... '--'.,.. _ -' q4 . ;: .,,.,,, , f TOB OCAT Y 0TH R ,,.... ` r E ED .. ,� 1. B ERS •• 2 REL O �2 •.'`' •` RETAINING WALL PER SEPARATE' PLAN. :::::: 240.................. ....... -::,,. '%' - ... .. .. . ..• .. /� EXISTING SUBDRAIN PER REME GRADING PLAN OPERATIONS. ,, g DIAL f,. NZA.... Z. 51 --- APPROVED F � ,' NTV .. ., OR RIVERSIDE { OF �► �/ Eli . `�-. 52 CAN P 0 -� �= 11 #€ I?II1 �0.FTY E ucrftism N '' -' il-I lil F-I I.. ar 21 ` ,,k E1�1Ca11ilERII`a EXIST LINE `1OE-1' 0 L" � �� �ipproua+of these pans shall not tr'e cnnsPrued to be �"•" "-111111111 PER CFD SO PLANS 0`L.•• ` cc NO.comm i err;n: or,or an aoprmi of,anytviolat4an of any of G?t �� {� -a' (I<(j� ii?oeo)rlsions os the state or county lavers, This set . �' of sans :nus.' he kept on the jab until completion. ill ACCEss ROAD 'A' '� j 11. \ "- v PER TRACT 29320 'SJ' �'�' L . I -----\\ \ \ ' ' CFD ROUGH GRADING PLANS �OjzC � ` ADD X00 FT TO ALL PAD ELEVATIONS SEAL I.l1C�itt G BENCH MARKS BGR NO. ESS�>� COUNTY I RIVERSIDE O 10{38® SHEET N0. 1. IVIG ALM1.1 I 4 ""9, r� 1, �r�,`c" A• STp�, �'2, San Diego Riverside ora"a Phoenix Tucsan �; � � 1223 UzdvwAq Ave.,Ste.M+Riva",rte 92507.5418+(>Mie)?s2•�oM-FAX (M)782.0 •, . b SEE SHEET , INT ACT ROU GFS GRADING PLANS 12 . CAUTION" ° # No. 335 fn- Exp.�-30-02 TRACT N0. X29320 BEFORE PREPARED UNDER THE D 1 RECT I ON OF s YOU DIG! EXACT LOCATION OF EXISTING DATE BY MARK APPR. DATE � _ 1402 .4133 UNDERGROUND FACILITIES IS ENGINEER REVISIONS COUNTY �"� CMV �`��'' .x'14 OF 7 SHTS 9 UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO DESIGNED BY: DRAWN BY: CHECKED BY: ��� cr>>.�F°� OBERT A. STOCKTON SCALES SEE ABOVE FORS W.4. FILE N0: Caifat hast 2 working days prior to excavating. VERIFY IN FIELD. R. Ca E. NO. 1 EXP. 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PLANS a ` ` Dazs v a AVB„sem.zoo<aiveretae,cn m-a�Aa•�soe�scnu�•z�nx �a �rsa�rzs•,ter t SEE SHEE T - CALL CAU 0 No.Cfl33591 TRACT NOa 29320 Exp.6-30-02 .E BEFORE PREPARED UNDER THE D!RE ION OFg YOU DIG± EXACT LOCATION OF EXISTING DATE BY MARK APPR. DATE it ENGINEER REVIs10Ns COUNTY asT�r Gry«- ,�,� ,,,, SCHOOL ORROI SITE OF ? sHTs ' 1-800--422-4133 UNDERGROUND FACILITIES IS `' ROBERT A. STOCKTON UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO RESIGNED BY; DRAWN BYs CHECKED BY: � �-°� SCA1-E= SEE ABOVE FOR: W.0 FILE NO, ) C��at yeast 2 workin dta s rlor to excavfltin9. V RIFY IN FIELD. R. C. E. NO._ CQ33-521 EXP. 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' s �' S S D -- '� a ..-� v r b t 9 '2 / ra L 2 t :d `'-c S :c"' ..,•,1111. ..a Nr,•...• A ^�. <+1111 ... 3 °: a PQt 11iJ►G1'+ • ,,,M. a. t « ;Y i ✓'1/ ,11»,"'11• ''r{,'a+nt 2 vY"s1 t ./ , 2 g a '`ti Q �i I 8 -t• a ''3 _ .. $'2`1 /" D i5 .,.. t :' `5 °mss sx r F ... •�t,, .,_ 1111 a `;' 4' :: ''"� ` t �/ �� s ./ , t `u SEAT. �j �`'��" E GLL V � G P` BENCH MARK: WR NO. 010246 1.P. NO 010080 SHEET NO. {�� T Tss1c Ct1MTY { R 11fERS 1 DE �-J L l rµ ° A4 sr���F��,. x , �8. ` m ,� INTRACT R U C GN GRADING LANS �t AA No.0033591 ' t C D SEE SHEET / 1`t CAU ONQ Exp♦6-3a—� TRACT NC}$ 29 20 E BEFORE PREPARED UNDER THE D(RECT#ON aF= YOu DIG! EXACT LOCATION OF EXISTING DATE BY MARK APPR. DATE J4 # . REVISIONS COUNTY � CIvi� ,� i, C RRO1 SITE aF P SHTS 1-�-8{}t1-•422-4133 UNDERGROUND FACILITIES IS ENGINEER UNDERGROUND SERVICE ALERT UNKNOWN. I~ONTRACTOR TO DESIGNED BY: DRAWN BY: CHECKED BY: $T� caL`�°�� OBERT Am TOCKTON SCAB Eg SEE ABt3VE FORS W♦O, F E C E NU. Callat lust 2 workin da s prior to excavatingm VERIFY IN FIELD. R♦ C«E. NOi EXP, DATE 6 3Q-02 H: V: �-• g Y G:\d_934960t�truct Groding\496grd.94.dgH , GATE: 4t-MAR-2042 .l,Nm 13496 GENERAL NOTES ENGINEER' S SPECIAL NOTE 1 . EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS I. CONTRACTOR IS RESPONSIBLE TO NOTIFY' ENGINEER OF WORK DURING THE RAINY SEASON FROM OCTOBER 15TH TO APRIL TABLE A: GRAVELBAG ROW SPACING WHENEVER THESE PLANS SEEM UNCLEAR: THIS NOTIFICATION 15TH. APPROVED PLANS ARE REQUIRED FOR ALL ROUGH GRADING. SHALL BE MADE SUFFICIENTLY IN ADVANCE OF CONSTRUCTION 2. THE EROSION CONTROL PLAN SHALL BE KEPT ONSITE AND SHALL STREET GRADE INTERVAL X TO ALLOW THE ENGINEER OF ,WORK ADEQUATE TIME TO RESPOND. BE USED IN CONJUNCTION WITH THE DRAINAGE FACILITIES OFESS THAN 2% 200' 75' 2. ONLY EROSION CONTROL FACILITIES ARE APPROVED ON THIS L THE MASS GRADING PLANS. EROSION CONTROL PLAN. ALL OTHER FEATURES ARE SHOWN 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL 2'/. TO 4% 75` 40' ONLY FOR INFORMATION PURPOSES. 4% TO 6`/. WORK AND INSURE THAT WORK IS IN ACCORDANCE WITH THE 4O' 2O' 3. THE ENGINEER OF WORK IS OPT RESPONSIBLE FOR MONITORING APPROVED PLANS ( IF REQUIRED). 6! TO 8% 25' 15' CONTINUE BAGS ALONG R/W TO EROSION CONTROL MEASURES.;' THE CONTRACTOR IS SOLELY 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 8'/. TO 107. 25' 10' ELEV 0.75° ABOVE ELEV OF TOP RESPONSIBLE. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. OF WEIR, AT TOPS OF SLOPES NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE AND R/W 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID R/W CL THE EROSION CONTROL FACILITIES THROUGHOUT THE CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN ISIMMINENT. ® DEVELOPMENT OF THE PROJECT. 5. DEVICES SHALL NOT BE LOVED OR MODIFIED WITHOUT THE 5e ALTHOUGH NOT CALLED OUT ON THE PLAN SHEETS, THE CITY Ll APPROVAL OF THE ENGINEER OF WORK. ENGINEERING INSPECTOR MAY: REOUIRE THE CONTRACTOR TO PLACEMENT LIMIT IMPLEMENT ADDITIONAL DETAILS DURING CONSTRUCTION TO 6e ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN 5' 5' _ PROTECT ADJACENT AREAS FROM SILTATION. INSTALLATION PLACE AT THE END OF EACH WORKING DAY WHEN THE 5—DAY " 6° R/W SHALL BE AT THE CONTRACTOR'S EXPENSE. RAIN PROBABILITY FORECAST EXCEEDS 40%. WEIR �3 7. ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS. 5` 5` C _ SLOPE GRAINS AND DESILTING BASINS, EROSION CONTROL (TYP) C B B C > FACILITIES SHALL BE RECONSTRUCTED AND/OR REPLACED AS (TYP) I C ``' NECESSARY AFTER A RAINSTORM. FLOW fL STREET 6' $. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND TAKE zo ___.._____._.__ __ _.�.__.___._ __ B WEIR G' NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO PLACE GRAVELBAGS PER AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUSCONDITION. SEE TABLE °A° FOR 9, INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. TYPICAL SECTION & GRAVELBAG SPACING 6 ` ELEVATION DETAILS 1/3X 1/3X 1/3X ALL OTHER INFORMATION IS SUBJECT TO CHANGE. THIS SHEET # 3* * 1* *BAGS HIGH 10. TEMPORARY EROSION PROTECTION (HYDROSEEDING) IS REQUIRED NOTE: TOP OF ALL BAGS, EXCEPT WITHIN WEIR DISTANCE X FOR MANUFACTURED SLOPES PRIOR TO PERMANENT PLANTING. TO BE MIN 0.5' ABOVE BAGS IN WEIR SEE TABLE A LEGEND 11 . AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE PLACEMENT LIMIT THIS SHEET ACCESS SHALL BE MAINTAINED AT ALL TIMES. A TEMPORARY DESILTI BASIN INLET- TEMPORARY DESILTING BASIN INLET 12. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE A VELOCITY REDUCER DETAIL B SUMP CONDITION g FLOWBY CONDITION GRAVELBAGS (HEIGHT PER DETAIL) •.............. COURSES OR EXISTING STORM DRAIN INLETS SHALL OCCUR — N.T.S. (� DURING THE RAINY SEASON, UNLESS ADEQUATE COUNTY .. N.T.S. N.T.S. TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE 50' x 15' WIDE GRAVEL BED ...... NEAREST PRACTICAL STREET, STORM DRAIN OR NATURAL WATER COURSE. 13. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A A INDICATES DETAIL/PAGE NO. ... :......•........ MANNER THAT STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH 4'DIA PVC PIPE TO BE PLACED SERVES THE RUNOFF AREA. STREET CORE D AT CURRENT HEIGHT OF R 14. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL NOTEo VELBAG PLACEMENT ON THIS SHEET IS A GRAPHIC 4' TYP. IN NO WAY RELIEVE THE CONTRACTOR FROM H I S RESPONSIBILITIES !{! .. x:111 q ;a pX REPRESENTATION Y. SEE CORRESPONDING DETAILS TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY # SII VARY HEIGHT FOR EXACT PLACEMENT. EROSION CONTROL SHALL CONSIST OF* BUT NOT BE LIMITED TO. � n# ul1u= -�r�--,�B ' AS SHOWN CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER. MUD AND EROSION DAMAGE TO PUBLIC AND PUBLIC PROPERTY r AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 15. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE 2 BAGS HIGH MIN. TREATED FOR EROSION CONTROL PRIOR TO OCTOBER 15. D SLOPES CONSTRUCTED AFTER OCTOBER 1ST SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE SECTION A-A (TYP) SECTION B_D �EQTIQN C–C SECTION D–D PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. N.T.S. 16. FILL AREAS. WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS, THESE MEASURES MAY INCLUDE. BUT SHALL NOT BE LIMITED TO, TEMPORARY DOWNDRAINS (EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS). GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF, CONFINED PONDING AREAS TO DESILT RUNOFF AND PROTECTION SUCH AS SANDBAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL BE R/W CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE 2 BAGS 50'MIN. EARTHWORK OPERATIONS ARE NOT IN PROGRESS. PLASTIC GRAVEL MIN 17. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLANS. BAGS(TYP) SHALL BE CONSTRUCTED PRIOR TO EXCEEDING 12 FEET OF CUT °$°g MEASURED VERTICALLY. 18. CLEARING AND GRUBBING SHOULD NOT BE LIMITED TO AREAS GRAVEL BAGS, 1 HIGH THAT WILL RECEIVE IMMEDIATE GRADING, EROSION CONTROL - MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE PROVIDE APPROPRIATE TRANSITION BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION AND BETWEEN STABILIZED CONTRUCTION WHICH ARE SUBJECT TO RUN—OFF DURING THE PERIOD OF THE SECTION DETAIL (TYP) ENTRANCE AND PUBLIC RIGHT-QF-WAY RAINY SEASON. THESE MEASURES MAY INCLUDE, BUT SHALL PLAN NOT BE LIMITED TO GRADED DITCHES. BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. R/W 0'TYP O'MIN. 19. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ONSITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA 2 BAGS OR SHEETFLOW, SWALES. AREA DRAINS. NATURAL DRAINAGE 1 STRAW BALE TYP COURSES OR WIND. (1 BAG HIGH AT REAR PADS) u �Vvsv' �r� 20. STOCKPILES OF EARTH AND OTHER CONSTRUCTION—RELATED 6'MINe MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM EXISTING THE SITE BY THE FORCES OF WIND OR WATER, GROUNDPROFRE ELEVATION DETAIL (TYP) -°---- 21e FUELS. OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE � CAYEL WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND GRAVEL BAG DETAIL DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE _ N.T.S. 22. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE N.Te?, PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ONSITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 23. TRASH AND CONSTRUCTION--RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT APPROVED .,FOR O(�tli "i�Y �``� CONTAMINATION OF RAINWATER AND DISPERSAL BY WINO, kr,,. RIVERSIDE EPART E T OF 24. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM Epy BUILD# SAFETY THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE STS161 G. A ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENT '� �� UP IMMEDIATELY AND MAY NOT BE ac °w REVIEWED BY DEPOSITS MUST BE SWEPT Y RAIN OR OTHER MEANS. �,oe(033591 I BV i�#GIall not be WASHED DOWN B � {approval of these 7s�ans shat( nt?i �e Construed to t�� ,l OZ a Permit for, or s :approval of,anY violation of any of the provisions of tie state or oa�ar�Yy laws. This set of plans must be E`$pt an the jab ants`! completion. /�►A C SEAL ial�,. l'Y # Ti M BENCH MARK: BGR NO. 010248 I.P. NO 010080 SHEET NO. DIG AUai ( ESI t l� �.� ltl1V COUNTY OF RIVERSIDE CA =073418 a(NO)MV07•FAX ( )M82MS a w%m EROSION CONTROL PLAN 15 ® �'g9dollah, TM elm San Diep vow& (ksw PhoeWx TUCSM o.e03359#� �Ave.,�.z4a• • SEE SHEET 1 CAM. CAUT NB LiNI BEFORE Exp.6-30-02 TRACT NON '.29320 YOU DIG! EXACT LOCATION OF EXISTING DATE BY MARK APPR. DATE i PREPA UNDER THE DIRECTION OF: *2 ,�7 BORROW SITE 1-840-422-4133 UNDERGROUND FACILITIES IS ENGINEER REVISIONS COUNTY � ei�I� �� OF SHTS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO DESIGNED BY: DRAWN BY: CHECKED BY: c�ti~`F°¢ ROBERT A. 'STOCKTON SCALE: SEE ABOVE FOR: W.O. F I LE NO. Callat least 2 working days prior to excavating. VERIFY IN FIELD. R. Ce E. NO 03.3.52.1 EXP. DATE.� i-3 -0 H: V: 3 f.— G:\d-13496\lntract-Grading\496ore0l.dgn DATE: 01-MAR-2002 J.N.13496 1L.. .. ......... Moir, ......... S ........... ......... _68 . .... ..... % ONE QRAVE V; . We ............. T. A.A (Typ (Typ) v J�" se ;L c IVA ...... vi�6 t, 11k W... il %11 n if i \A1_1\_-: Lv 0, I% /? AL -V it (TYi) It . ...... . . . ....... x- .......... 11 t jf 1 P141 .............. ............. /. .... v ................ fx e X .......... _T 4 x T ft .............. 'A 4, 7, ....... -Y ) ..... HJGH,.(T .................7' > .......... ...... 3%VEL8W0 4' t B OA ... ............ LEGEND k,1% ............ GRVELBAGS (HEIGHT PER DETAIL) ......... z WIDE GRAVEL BED.......... -10 50 x 5 ........... + INDICATES DETAIL/PAGE NO. ...... .......... .......... V X\ A U L T '4, NOTE: GRAVELBAG PLACEMENT ON THIS SHEET AILS FOR EXACT PLACEMENT. IS A GRAPHIC REPRESENTATION ONLY. SEE t ,cj, is !9 -4- FE ............ 4' . ..... FE >.. ................ No.c It it i� rn ............. c ....... -3G-02 Uy i OF C ALf v flie P tt ......... ....................... V SCALE: 1' 80' ILI Ili HIGH TYP)ONE GRAVELBAG; 5 .............. ......... 0 0� 80 160 200 t ......... ............. SEAL FJCK ENC3RqIEFJ�C C)Cte -r)rp BENCH MARKs. P. NO 510080 DIGA San Diep Riverdde OmW PhoeWx Tucsm TM 16 W3 UaWsAyMe.,ft M-Rim",CA 0507-UU-(M)782-WO7 FAX (M)78"723 W"JWM&=M EROSION CON o.C033591 . .,. 9320 CALL Exp.6-30-02 BEFORE CAUTI'"M PRE R. DATE BY MARK APPR. DATE 17 YOU DIG! EXACT LOCATION OF EXISTING REVISIONS COUNTY �� civiv OF — SHTS ENGINEER –90—CKTON ........ .. 1400-422-4133 FACILITIES IS OF cwo SCALE: FOR: W.0. FILE N DRAWN BY: CHECKED BY: UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO DESIGNED BY: R. C. E. NO. CQ335�1 EXP. DATE 6-30-02 H: V: 023).)r Callat ioast 2 working days prior to excavting. VERIFY IN FIELD. DATE: 01-MAR-2002 J.N.13496 G:\d-13496\lntroct-Grading\496eroO2.dgn