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HomeMy WebLinkAbout1390-D _ (.� ,0v l CHANNEL CONNECTION GENERAL NOTES: i, V= 3.-77 f:- VZ x.28 Go.32 1 . The chief of Maintenance Section, Corps. of Engineers, shall be notified by telephone, five days prior to start and completion of construction. 2. Excavation aide slopes shall be cut to a slope which will pre- clude sloughing. 3. Backfill shall be similar to the existing material , but shall not contain organic material, broken concrete or pavement, boulders or other material unsuitable for compaction . Backfill Ovr-R ri 1 shall be compacted to not less than 90% of maximum density in tt ! accordance with the American Association of State Highway I 0\ I Officials (AASHO) Designation T-99, "Moisture-Density Relations of soils using a 5.5 lb. hammer and an 12 in. Drop" . Com ec- . � 9 P P tion of backfill by ponding or consolidating by flooding, poling, N,�• iQVC �1�� - ----- ----T._.._.__.e .. _ .__._._ i sluicing or jetting will not be permitted. 4 3,000 psi concrete shell be used in structures within channel . right-of-way. 1 `IS9 5. No equipment in excess of H-10 highway loading (as specified in { 3 the Standard Specifications for Highway Bridges, or American Wg 4 1 P g Y 9 , s I Association of State Highway Officials) and no stockpiling of } • + •// � material will be permitted along the channel within a distance equal to the wall height from the channel wall . q 9 tD• , Contractor >° 6 n _ o t or shall paint channel station number on thchannel _ 4J5 1 wall with black . 9 enough aint in large h lettere as to be legible P g . . . . . . } t from the opposite bank. H. A 7. After completion of construction, the area within the channel p right-of-way shall be cleared of debris and restored to exist— ing condition. 8. All work within the channel right-of-way shall be accomplished during period 15 April to 15 October. Construction may be dti • �._.._�___ _ , _ . ,.. .. - .�___._��... _ _ _ .r. a _ 1 .____ .. _ _ _ _ _ _. _ -._. _._ ._.. _ ___ ;_ � ___._._._ �_____r...—�_ ___ ._ __.___f__ accomplished between 16 October and 14 April as authorized by The San Bernardino County Flood Control District during a five { I } s?2?S � } (5) day clear weather forecast. CXIST GIlATI1'1�1. - 9. All work shall be constructed according to "Standard Specifi- .. ulfA(,� _ � cations for Public Works Construction, latest available revision, as modified by the project specifications. r { 10. Removal of portion of existing channel wall - make a sawcut . :-. . . 140 k t , 1 inch deep on the exposed faces of the channel at the removal I 3, I-� ���Q, ��8¢ i + limits; cut a groove in the cone. adjacent to the sawcut, on f. the side to be removed, to the sawcut with a chipping hammer. Carefully remove the remaining concrete, leaving a clean plane surface for bonding the new cone. A ball & crane shall I I400P { not be used for breaking concrete within the channel right-of- WITH j«'G.G, I�AGKF�-• 4.rmro I� way' LIME ; A' : t ttfVE v+ �orILE I�oO :� C ' �1 xahn I_ ` ;OonI5,l• ianc;Tim 5T1C1}mr IBJ F�0P,12 r Px LINE C iFeK coK� ©r sr*nep I�� . . I. . . . . j e. 1—A11, rmww : j PLAN SCALE r r-,F--I _ f Ire 0UKVE; IPA-tA 22' a If 9��8 A� 1 G oLt1 'N r'go11(off Flr KA d v 00VV o (� 047 ° O V br�549- tE � fin• �� Q 0� ` o o O �_ b e 7/ / ^^ ID OQD IL IL o Q / - � L. . 2-4" R.0-P- 13-5--0 NO SECTION IH -- _ - --- --- - - - -- - - � ,� v neb \mw C.M. 0 Oo � / Z , � _ LINE C PC.C. COL R , 0 w ko y G H Pr r - w > 010 � a / R/y,J ih � AY � 15 6H �,�, �,� O. I •y o s X T 1116 R I T o>- w r `b I� t4 I :3EE 4_�>k>=eT 2 KOC STRC-F- ' IMp 5. ZL I I w F-t I GH LAN D N.M �' 10"E. AVENUE JUNCTION STRUCTURE 'B• . ron [MisrNc cnnvr,Rs ,� fl �� W -, �� . A tii =;L �. \45'Min. �Ms'C►+..r,�er(eya�ea+ � , I � X • � ------ - ' r/ - � � Gtu.1t�AN5 R vu � y DESCRIPTION OF REVISION DATE CITYAPPROVED Breckout &-nits •4 �w•oG. // // ' •4por��1L-O.C.x' , VeeA cRPeK CHAnnEL �l CITY OF RANCHO CUCAMONGA PLAN �. Ex/sr�r,� cyo��nc/ _� fo.st 7n p/oce or �"o/% �eQe..�re•ac..� �• / t'dry pock X. _ (eco°Q""d) / / QQQf ESS/p11# N q) _ /�enk oat o � w'�.c.x . �/ ��Q�4¢� R A���lly F`� -�- _ / �� / h A�.. F STORM DRAIN SYSTEM AT ,� `�� p D/taiI on Sheet a) J No. 8205 '° HIGHLAND AVE. a LEMON AVE. 09 / ♦c UP 9-30-92 Qpm 1 �� /��'°✓`�+ �Seerr• / r Y NOTE - `q t C /.Bendexi.r/ingr!r7t .� 1 -0 r, TRACT N0. 13890 ,r7/t1 new ela%t/iV'11 �� ..•.' �o i N Cc er*1 aa f OF CA W I.GYM nor cu/rein! /iso/ 4 t� ; asa� � Q d c/tors pipe ondio2" ''•:•1��1 �%7� v APPROVED BY: f � DATE: �9 C/eor of/i17ished ope;#hq- ..Z e� CITY ENGINEER / RC.E. NO. 223 7 *Reinf. hS'r4 r 1e,wox. spocin ; . 2- S hors , 04 eo.. a excep7`ajnoled. 91 `s. '� - • �_ (tr •4) - ptt BENCH MARK NO. DESIGN RECOMMENDED ANDREASEN ENGINEERING CO. o.gJ�� Fir G s;aTyp,R•A-,b+.+t In Mtiw.t �1 Q Corr O/' r.En9rJPeCs.) � C�'R" ' GHIZ d' WEST END NORTH HJW M.L. y?LZ N. PARK AVE,. U ecio/A oII,4r ons fA� 'off P o., GllLVER7 5.40 FLOOD GONTICOL DRAWN G I - - SHEET 0 A 4 6315 �'OM N A 7 2 �5 67neemy Oroins /o name/ IML 3 •99 TO MR! + CHANNEL ON HIGHLAND AVE - $ of 10 N4�//,"sho//be no%d o17 or' SECTION A-A �"'- (LrXW104 WS„�,MI T C. o/!oohed/o,ololu. v2••r-0• EA*T Or HAVP-N AVE. CHECKEDDRAWING N0. 6 use d,000 P 1 ca�c. Pd ZOb EI.EV 14q�.��GJIA��_ RCE. N0�EKIs?INC ANNEL IOM - GH SGT3 DA.E.c � l 9 D DATE ��`/'q� FILE NO PROJECT SHEET NO. 0FZ_0 GENERAL MOTES: ' STANDARD DRAWINGS- 'k , 1 . �VPI All work shall be performed in accordance with these plans , the CITY OF RANCHO CUCAMONGA --- - —L------ City of Rancho Cucamonga Standards and the Standard Speci'=ica- g tions for Public Works Construction - Current Edition. The 502 CATCH BASIN Contractor shall be familiar with and shall be responsible for 508 JUNCTION STRUCTURE "A" 2+ 11.01 a0' 4++D1 �4' t� 2 fi2�pG Q�21.1DG adherance to these Standards and Specifications . 2. All pipelines or substructures of any kind, telephone or power 510 MANHOLE "A" poles , meters, valves, fire hydrants , etc . , whether shown or not 512 CONCRETE RINGS, REDUCER AND PIPE FOR MANHOLE SHAFT, b a on these plans, within the right-of-way limits or in adjacent MANHOLE BEDDING (CASE 1 ) ___________ areas where improvement work is to be done, shall be removed, 513 PIPE BEDDING (CASE 1 ) - � - ------ ----- ---- relocated or protected in place as required at no cost to the City of Rancho Cucamonga . 516 ROUNDED PIPE ENDS IN DRAINAGE STRUCTURES _- - ;,,too ,� 2�_ f l;�a4•3 . Any Contractor performing work on this project shall familarize 518 LOCAL DEPRESSION -___himself with the site and shall be soley responsible for any damage to existing facilities resulting directly or indirectlynfrom his operations . Whether or not such facilities are shown on these plans . All structures damaged during construction shall be Immediately repaired to the satisfaction of the Engineer and or Owner at no cost to the City of Rancho Cucamonga . C . B. NO. I C.B. NO. 2 C.B. NO. 3 C.B. NO. 4 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. 5. Compaction tests of embankment construction, trench backfill , - compacting original ground and all sub-grades shall be performed at no cost to the City of Rancho Cucamonga . A written report with these compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials � � I i and or surfacing. �j ; i I �I t!� v '�I 6. When improvements are to be placed on native soil which consists of rocky material , the sub grades shall be prepared by removing all rocks which protrude above the sub-grade and all voids ori�k. I i i i � >Ej ^!� � ;t quality depressions shall be filled with a fine grade material of a quality better than the native material . 04 / 7 . Estimate of quantities is provided by the engineer only for theI rl �•� rl convenience of the developer . The contractor shall make his ownI determination of construction quantities before submitting a bid G 4 any item of work required by these plans which is not specifically a listed in the estimate of quantities shall be considered as ^4 � included in the other items of work. v\,l 8. City approval of plans does not relieve the developer from respon- sibility for the correction of error and omission discoveredC.B . N0. 5 C.B. N0. 6 C.B. NQ 7 C.B. NO. 8 during construction. Upon request, the required plan revisions - shall be promply submitted to the City Engineer for approval . 9. Work site and exterior streets shall be in a neat, clean, hazard free and orderly state throughout the construction. Site shall be cleaned upon request of the inspector . All storm drain pipe bedding shall be per City of Rancho Cucamonga Standard Drawing 513, Case 1 . 10. Contact all Utility Companies as required, 48 hours prior to l excavation. General Telephone ( 800) 422-4133 ��� 1. j 1 VI for underground service 1 I ' Cucamonga County Water Dist. ( 714 ) 987-259110 •� � Z)4J61D9641 San Bernardino Rd. Rancho Cucamonga , Ca 91730Under round Service Alert _ � � + 9 ( 800 ) 422 4133 h� i i i It! i 11 . All pipe lengths are horizontal projections (not true lengths ofI 1 I 1j I 1 I ; # .fj i '7� t i er�' oaor5 . pipe) . The contractor shall determine the true lengths of pipe. I rl �I I 4 12. All paving construction shall be performed in accordance to these �I ,�I plans . The City of Rancho Cucamonga Standards and the California %1 ♦1 ±1 Department of Transportation Standard Specifications - Latest .s-1 Edition . , • D v� C.B. NO. 9 C.B. NO. 10 C.B. NO. II C.B. NQ 19 Own f� LOCAL DEPRESSION DETAILS o�nYAn OT. - c ESTIMATE OF QUANTITIES < 1. 316 L.F 18" R.C.P. D LOAD PER PLAN H16HIArV r 2. 224 L.F. 24" R.C.P 0 LOAD PER PLAN 3. 686 L.F. 27" R.C.P. D LOAD PER PLAN Wy 1 G n lTY MAr 4. 41 L.F 30" R-C? D LOAD PER PLAN 1 X Kl.TS. 5 ' 5W L.F. 36" R.C.P. D LOAD PER PLAN Ley a 3 EA. CATCH BASIN, W-4' � Op 7. 7 EA. CATCH BASIN, W= 8' W 8 1 EA. GATCH BASIN, W= 14' > sn 4. 1 EA. CATO H BAS I N, W= 18' ' 10 8 EA. MANHOLE 'A' I1. 4 EA. JUNCTION STRUCTURE 'A' I2. 952 S.F. LOCAL DEPRE55ION tr DESCRIPTION OF REVISION DATE CITY APrRovEo 1 F . CITY OF RANCHO CUCAMONGA • I Q I STORM DRAIN i K 0 0 • W ~ --- TRACT NO. 13890- 1 a2 • o eROF~•ssrotiq R• ANO, ��y APPROVED BY: DATE: A' ' MARBELI.AC7,��� �9,,cZ CITY ENGINEER RCE. NO. ZZ No. 8205 z �° DESIGN ANDREASEN ENGINEERING CO. RECOMMENDED * Exp. 9-30.92 W N. rAKK AVS sl CIVIL r DRAWN f OMMA ►GA' 11`146 �14�62�1�I` I` SHEET 4411 4lFOF CA0 10. I of 3 CHECKED �R 2�Et4,.� DRAWING N0. R.C.E. p10�— A.E.C. DATE -11-41 FILE IVO /✓ 90—� PROJECT SHEET N0.1.Z0F_,1r� 0 BENCH MARK NO. 138 ,r CHIZ "d" WEST EnD YIORTH H.W. II p CULVERT 0 84.0 -FLOOD GonTROL Ck�' Ck o CHAnnEL on HIGHLAnt) AVE. W 40 cit PROP0590 F5. OcD EA5T OF HAVEn AVE. ¢ N Op 0 Q E S.D. ELEV. 1498.831"0 Q it F- Ip d f-- N.3.=05.23 a Q 1505 6 V= 4.50 Lu �9 Q ``� + o = e� J Z O m Ou J I L (1706�F- "W 3 1� 1510 , N z E �:!� 1510 1550 � 1500 g N ci + 0 �� nQTURALcmunn� �.EPPROOPOSED F.S.O , V=5.SCo QA PR0705Et7 FS.eti 7.t�. 11.6.1.. W.5.= 45.21 h`Q. r _ EX1STING � 1495 � � o N 0 � M.H. � __ •• a1�,p �� �. a•� �o �40o s7.0(v c.f.s. a+ o p N I rv' .. r � Z WALT-1000 - I A� �� �y�' g ��°� F�So LINE 'L' i-�nA'CUIZQL GRoUng 1500 '?' .� ( - ' , �,�� ��,��,0 � ---- 1500 1540Q 1550 �' 1550 ��? •O n 2? K.G r ti°` 2'�r �-PROPOSED ./ �X> 5i% 0.0040 24.Z 5' 4S 'S'G --W.S.= 45.94- Y- 5.94 935�/9 9 IB"R.c.P 1loDOD A yG ( 4� Y=4.50 5= 0.0040 �' I -•z.-.. H.G.L.--•y �. '�'• �• �' s ��� LINE ' K' � '� `' !� 9S X>> xhn''t�v I n \O/, I .�• h ti�h• ti �h. �� • GDnST l?G.G• Fa 3 q3 �'o:� � a '' 1540 courA� s=0.0050 5,0-0100 R'Pxo a9 s 1540 1490 y� �. 1 � � s I •o � g b 1x� N + o LINE A LINE O o _ b, o 0100c 7`T.0 c.f.s. Q�oo= -79.0 c.f.s. 0too= 71.4 c.f.s. atoo= 63.5 c.£5. 0wo = 57.2 o.f.s. atoo s 54.5 c.f.s. GQ 3 .3 0 NV' LI NE 'i' h �! + M Q t00=a 65 c.fa. "r.04, 86.19, -36" R.c. PROFILES SCALES Ix. � � 0 4 4 } `.f.s. ,� " +� 36 12.C.P 1254 D d � � v G5-2 R.C. -16 00 72.84 18 + 40.83' 30" 1500D 198.55 •-- 36" R.G.P�- 1500 n 2.14..¢4 ~ HORIZ : I" - 4o' 1, N R.C.P. -1500 VERT: 1'- ,¢' -}• �C o� na R.C.R�1600 D 1430 2 3 4 5 6 7 8 .9 0 0 74.4' -Z4"R.G.P. 1 N 2 3 - PLAN SCALE =9.15c.{ 32' �' Q goo NO BELT RAhIUS LEt'IGT H 111 ,14-01 O A 42.44 - 2A•" 15000 f- ---„ I 47' I '.O NO. DELTA KAtDIUc) LEnGTH 8 8 t2 5Ti1�•33~R.G.P./ 12.C.1''. ^- 15001) ¢p n cp 30 E 541 5 4o O 46. .x, A 45°00 00" 45.00 35.34 j L' in innF 78°1924 a5.00 01.52 n i� I �� a 8' 4 68 ln'25" 45.00 53.64 G' NO,I G D• LA0. 2 congT C.B. pEte STD.502 COn5T C.13.SER $To.502 30 'JO' r % s N 0 111w=8.00, v=3.so' 24 � te LINE �I ~ - 0- Ivo• WO PER ST 55�, cnSE �' T 4 N 1 l8' l8' 2 o N`� . ' r v --46 Q o c� 8 3�o OOf' S67.Oq 85.I Z � � � 7 • L.l�.l'EI� 5 C1 518 1 38 � IZ' ' 10 0 �� N,29 3347"E. �.1 =• �• � [U,n''T c.�• �R � D 90 Od00 45.00 70•G9 CA5E'15 c�' u0i I `1 0, fl� ��t•0o, v= 4 yo, h i C. 5EE SHEET 3 _ - - - ----- - 1 3,iu C4yE C� STU. 51B INE ' � an� W � � CONST. C.B. PER 5Tp. 5OZ 161 W. Q pc. h �t7' `_9Q W=8.00,V=4.50 0i I) 8+54.52 - - moi - o�c ��•t ZtZ4 23 12G.rj Z G•J• Q•rF. l..D. PER STD.518 � I, conST. m.H 'A'r5R5TP-502 d► W i' ai _ - __ E_C. W�l1ST�. 4 - Z ✓V• N GASIF B , K=6 c41 W in m LEMO�td _*: N >✓ 8. t3. p� "° U V� �C�Q u flG U �' l~- U �� c '+� 8• °Q �. R STa.s 3 Q n m,� I 40 o w- 39 I 23 -- - N.aq�31'o7�E. - yy C Q RST 86 `��'y �! tn' cr W cU Z _ _ 8* 2.19 E.G.----- ��- 1 / ASE B, O. 5��- fn W `%P W rl neo " a 1 Ocn.ju n /�~ fq.8903I'07°e. 74., - LINE �- J �' LINE A LINE L I - __ r I LIIV - 4VE ti m N.0-150-14"W. _ __ - o E J► ZZ) I I 4+-78.00 C top 6�0�4� -� I F- COt'15T. J.'$.'A' PER 5TC�.508 - A=�01, G=24; G- 1,0' . D-36-. _-. - - . - _- -:_-__ --_ - - ._ I I E.2.00 F=t•37,G=1.37,L•;0 40 r _ . .. � �_ s " " 3 �z• ��`� m Q 3 ;70.37-CONST. R: S=95.53 �_ 512" _ CV, - �O�O M.H. "A" PER STD-610 dp N MARBELLA DR• a" •c.`' `01 ? a�4� �'�� `' U) - Wb„ Yl W g moo'<� I ��0��R ��' ai er0 EX15T. M.H. 000�/p��� •.�0,�1� %91 � Q [EXl9T. 45R.C.1? PER , ZO�m m �► 4_ DWG. 1'10. 10"10 �'CI 5H I. 4 OF '1 / {UP`0 I f ( � 00 � � / LINE �A' ti� I _ � � �'I `" X46 aick � :0 51 X IA fit Q to 14 .��' Q ,� 16s (w 17 18 19 20 ?I 22 15 30, to �. to oco H�� -sem tF - N l'n �� u 1 ---rt� 000 t. w 500 S2iU N 2+7 ,.Iq -F-.G. I �80Q a 3u J� + o CITY \ 1I �• DESCRIPTION OF REVISION DATE a AAPPROVED 2� Zoin�F?Te ��\ ��` 5EE SHEET 1 FOR VETAIL5 OF LOCAL t3EPRL551Dny • _ _ CITY OF RANCHO CUCAI�IONCA \° 5'LY. LInE TK.nO. t38°t0-t I PLAN AND PROFILE OF STORM DRAIN 'IN \0 �/ ( I MARBELLA DRIVE ,,nnvX ' '�� II LEMON AVENUE �% k�0 90 I I ESSi4K�tt TRACT . 13890- I & 2 II `� p APPROVED BY' ' DATE. y(/Di j- i ) �K10 '23� 2 l � Q, 8 * CITY ENGINEER RC.E LA0. DESIGN RECOMMENDED ANDRE,45EN ENGINEERING CO. D.4 e� F-� Sr C1�1��'``o�'` ' E•5•F y00 N. PARK Ail!✓• ,t`s ��� DRAWN rolnGhA,Ga g1�(o0 114 1023-15gti SHEET TC. 2 OF 3 i CHECKED L4.-0'f-e---R.C-E. DRAWIING NO. NO �39O--jam_ A•E•C DATE �0"��-�9 FILE NO PROJECT SHEET NO. OF., O 1535 BENCH MARK N0, 138 Culz•a• UJE5T Enn tl0KTH H/W CuLvEICT #84o- I'L000 cddnTKOL �FROP05ED F.5. AT f. G.D. _ GHAI'1 nEL On HIGHLAI'1O AVE. • 0 EAST OF HAVEFrl AVE. \bA 1 0u' ELl5V. 14zf b-"& o y 1 ? Q a ,c - - n o r we. 0.01 a u 1505 TURA GR ns� � � � H.G. W.5.= 04.01 W.5.--03,94B� V= 7. 16 d p,�opoSEn I`5.fiT�S.D �6 99 s 1525 o i i M E �. 1540 1505 A w.5.=02-r1 %,� el °C rROPOOE0 F5. AT ¢. 5D.1 f � / 0 Qtoo=5:7(0 cfs 1495 1.54 S r' 1.4 , / 7.22'-18`tt.cr +O 3 0 �%� �`. J 30.ZI�IS R.C.P 13000 -� 1500D 1515 � a pg� � s 15 30 1495 ` � `�. / 1 � .o• ��� � , ��-• 96 INE loo=7.%c•f.5. O.0i/ ?��' _' / ' �jt'/� O/ 0. M. Xr LN LINE G LINE 'F ��/-' ��' W /Q f o $ ( ��'<' 1600 CJ-Qti�• 10.'6c.f.s. cit Q I 1 �' '� ± � n ? 6�Q• ��. d >C �j�` LINE N E B 1 PROF'05Et7 F5.AT¢ g.17. OAryh I" °4' �i /�• 1 I .'� -'�� ��� + / /� • 1I � S � c Y=o� W.5.= 32.68 4.5 a W.6.7 ZO Or7EV FO-AT #j � 0 t50. :07.0i 0V= 5-64- .. A- 1530 1535 -r 150 5° 41505 O v � � � H.b.L. •ro S 11 4w I \�X� � 883 t x� LU4. 2656 p'h� 02 O �. 5' o °Za s 3 1525 a 6s 1500 I I o h _._ __J. --•-- - ( � n� H•Cyt24"TS s=a.lo-70153 m � too=54.50 c.f.s. =t -54 5 c.f. z 4• c. . . 351.91 21- K.C. r -- 125010 1 PROFILE SCALE ti^tV ,��-`�, ? _ 0_0040 _ Nol�lz. I' -40� LINE A n, w ,,o �1'1.R4- 18"R.C.p. 44 13.x-'18"I�.C.P. Q,00= I0.76 1 125007 B VEi�T; 1'=4' 'V 1495 - 8 9� xs 9 10 1 I 12 13 14 15 16 125010-Q�oo--1.16cfs. IZso0--o��=s.5o Q. , 0.01'-24'RjC. . Q 5.IG \� �s 6� 1 1 1 1 ��.G. I S Op DI 1 , 1 1 xhti �, ,�.Qs PLAN- S4. CALE LINE H NE �ti, LINED LINE E R= 8Go.00 Ah. T 80.198 L1001.48 Q goo = 04.tZ c.f.�. N 0.1 34 33 32 31 a ri �I o:i� 36 35 y o 37 1 � 3 ' 39 38 'Gl III N� }� 30 OEE SHEET 2 �I ,n� a �1 40 z. F a r k- + 40 VN 0 SONT ER - .4.41*52~. 58,. O ti N.0"17`,Nlw. SERENA PL. �A� �eQ G.� LINE ��V +L / Q z _ h 27 28 � 29 •'., h _ IAJLLJ V i m 24 25 r 26 +� \'� �� �, p J a � 23 � v � NI ��5 '>L► CITY a--e=15 445 N Yjo � p o� DESCRIPTION OF REVISION DATE APPROVED. T a 140.00 4 h i vFi �pie t u1 = `0B5' CITY OF RANCHO CUCAMONGA Q. � Bio N �oil - �a W PLAN AND PROFILE OF STORM DRAIN IN SONTERRA COURT "3 QQ,OFE pNp�� Etic� TRACT 0. 13890 - 1 a 2 APPROVED BY: DATE: 0 8`�O�jZ CITY ENGINEER R.C.E. NO.Z"2301-f r1 P 9 3p.92 ! DESIGN ANDREASEIV ENGINEER{NG CO. �?cioe }lop w N- rAIM AU f✓ 040 4 ql i CIV \�\��Q DRAWN t�DmCCIA,GA• tiop 1144ZV-I�;,15 SHEET A - slf TE Of gyp\. t•G 3 OF 3 . CHECKED DRAWING N0 . 0041C-0--R-C-E. NO 2405, 13 q0-D A.E.C. DATE /0'��-may FILE NO PROJECT SHEET NO-a-00-.Q.,.