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HomeMy WebLinkAbout1293-D BENCH MARK: GENERAL NOTES CONSTRUCTION NOTES AND QUANTITY i ESTIMATES j BENCH MARK No. 96-B t. AT THE NWC OF HAVEN AVE. i 1. All work shall be done in accordance with these plans, the City of 19. The final or surface layer of asphaltic concrete roadway - 19TH ST. , 44 FT. W. HAVEN Rancho Cucamonga Standards and the Standard Specifications for Public pavement shall not be placed until all utilites and utility & 83 FT. N. 19TH ST. , SET Works Construction - current edition. Contractor shall be familiar laterals within the roadway have been installed, all on-siteOl INSTALL 96" R.C.P. -_ _ _ /305 L DRIVE PIN w/C.S. TAG IN TOP with and shall be responsible for adherence to these Standards and improvements including all grading have been completed, and AT THE E. END OF 3, HEAD WALL Specifications. all unacceptable parkway and roadway improvements are re- /VIAINL/NE O INSTALL 78" R.C.P. /298 G./c FOR 3-24" CMP--ELEV. 1430. 686 moved and replaced to the satisfaction of the City Engineer. 2. All pipelines or substructures of any kind, telephone or power poles, OINSTALL 66" R.C.P. /7 L•/ i water meters, valves, fire hydrants, etc. shown or not shown on theseCO �./�SN plans within the right-of-way limits or in adjacent areas where S 'G �� INSTALL 72"' R.C.P.-- improvement work is to be done shall be removed, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. O INSTALL 48" R.C.P. 3. Any contractor performing work on this project shall familiarize him- O INSTALL 39" R.C.P. - /3 L•� self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- INSTALL 36" R.C.P. 75 L F tions, whether or not such facilities are shown on these plans. �} INSTALL 33" R.C.P. 8 L•f• 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering N `,I I Department prior to any encroachment or construction within City of -rJ INTLR�EGrION O INSTALL 30" R.C.P. V Rancho Cucamonga easement or right-of-way. STr4770N fi�lNT' . � i{qA/N I-INE 10 INSTALL /8" R.C.P. /17e, L.� 3. Allrade stakes shall be set b the Contractor or Engineer. Paving 8 Y stakes shall be set at all hinge points, edge of pavement points ror INc.Errim .jam ,¢� 11 INSTALL ?4"I�.C./� -- AO L.� within 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. Additional paving stakes may •be required by City Engineer `. la CONSTRUCT MANHOLE "A" PER CITY STD. NO. 510. 4�i4• as needed at warped or vertical curve areas. - 5j TION A - � `, '� 13 CONSTRUCT JUNCTION STRUCTURE PER DETAIL ON SHT NO. 1 . 6. All sewer, water, electric, gas, phone or other utility laterals, A (ice 5PE NODE 'es mains, or crossings shall be constructed prior to paving. �J / 14 CONSTRUCT JUNCTION STRUCTURE "B" PER CITY STD. NO. 509. WAVING OFCONSTRUCT TEMPORARY BRICK PLUG, /G I --- -- 7. Compaction tests of embankment construction, trench backfill, com- 1AtL rr1 � . patting original ground and all sub-grades. shall be performed at no � ..� ; �� %�'- O p cost to the City of Rancho Cucamonga. A written report with these ^4GK /LL W/TH 420-C-ZXO ,, � ELFV 16 CONSTRUCT EARTH 3iIALS PER SECTION "A-A" ON SHT NO. 1. �E f'L•�/� compaction tests shall be submitted to the City Engineer for approval GdNG�E F Oy,C CdMPAGT gal_ � � � EL.EV " prior to the placement of base materials and/or surfacing. m REL/T/VE /2EN5/rr REQv _ rt 0Z A41AI 17 CONST. /S C.M.P. RISER PER DETAIL ON SHT NO. 1 . 3 J Y SPGG/rl C+4 r/ONS -w p paving, a materials report shall be submitted to r/PE AE,C7,p//4G • 18 CONSTRUCT 1 1/as A.C. PAVEMENT. ?04 5.� 8. At the completion of avis the City Engineer. Lising all tests or determinations completed to �_ GKFILL verify stability oil content and Gradation of asphalt Paving ® GON.S•rRG/Gr Aj,%4A1/`1O1_E 110-/'L5F/r G/rr .sr� N0 .509 / F.✓4. uNa/a>vltBEr� �4�rH 9. Prior to installatic,l of any paving . a materials report shall be - submitted e S�G17ON 'B Q GO/Vsrx!/Cr J!�/VCT/o/1/ 3l'mUGT2/�S�E '-A"'ziC C/rr ITU. /YO �4a 4 G"A. submitted to the City Engineer. Listing all tests or determinations ZI completed to verify: . Steve analySlS and sand equivalent of .JUN MON STRUCTURE NOTES aggregate base. 1. OENTERLIN6 OF INUeTiVAIZ ON KAOI OF MAIN 9TORMI . Q,/> 2. TH6 OrEENIN6 INTO THE: MAIN KOIzM MAIN %ALL De THE; OUT5112l; VIAMtftr- OF Toe INLtT PIfE 10. Paving shall be performed in accordance with R-Value and Pavement tests f0t,110 ONt INCH MINIMUM OIC 3" MAXIMUM. taken to determine structural sections (prior to final lana royal) 3 RN OK CI4IF RNI' OF. GONNSO9F, r1re FW0q Wr H rNN6 OU"AC* OF MAINI.INr; PIPE. ROUNP P P PP V.12&t OP CONG�T� i O� �e1NPORGaGr7 LONG I; PI ff. 9FWrIOY G "G 11. When improvements are to be placed on native soil which consists of a 13 JUN GTI 0 N 5T R U CTU R � T�I L rocky material, the sub-grade shall be prepared by removing all rocks - -- - - which protrude above the sub=grade and all voids or depressions shall , be filled with a fine grade material of a quality better than the nativ^ �/�• &O T 0A 1/'IN M 4LLY !� AV&SOMA0/e. C&(:'/466=r'W!r �v/A'0 Tem yN material., 444 T,+�57D. ,G9G I y2. VIA. HOLES ~No IV41tdt�� 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement MIA/. width prior to paving. 13. Estimate of quantities is provided by the Engineer only for the con- s venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any .r item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the A•6. rAYEMENr other items of work. 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. srb. G.M.r. rEE 15. City approval of plans does not relieve the developer from responsibility 8� for the correction of error and omission discovered during construction. IN. Upon request the required plan revisions shall be promptly submitted to �1 F the City Engineer for approval. 16. Work site and exterior streets shall be in a neat, clean, hazard free, �-2 orderly state, throughout construction. Site shall be cleaned upon request of the inspector. ANCHOR NOCKMIN. 5 M6KI6•Y. 5ET TEE SECTION IN WET 17. Native soil to be scarified or ripped between median curbs GONGRETE OR METHOD ArPI) MEv GONGRErE FoonN6 prior to fill placement. a)' PUU-VINO ORFIGIAL TROWEL Ja 0MIN 18. Contact all Utility Companies as required, 48 hours prior to excavation. Provided for your convenience are the following: ; A. San Gabriel Valley Municipal Water District PRAlN Pl f RISER PErAlL Mr. Bob Stallings (213) 969-2718 for Base Line Road construction H. General Telephone (800) 422-4132 for underground service C. Southern California Gas Company (714) 529-2889 - X�r 6/COCIN/� oQRdfESS/O�,�C 2191 E. Birch Street (714) 529-7070 �� �c�Q4r,�' �, �•� Brea, CA 92621 _ rn D. Cucamonga County Water District (714) 987-2591 z> o. 1 8 4 M 9641 San Bernardino Road 49 Exp_ Rancho Cucamonga, CA 91730 E. Metropolitan Water District (714) 593-7474 $� If OFCALv P.O. s• Angeles, CA 90054 DESCRIPTION of REVISION GATE APPROVE F. Pacific Telephone Company (714) 999-5639 $50rION A-A ,, CITY of RANCHO CUCAMONGA NOTICE eAXrH SWAle (W CONTRACTOR SHALL VERIFY ALL FOOTHILL BOULEVARP CONDITIONS AND DIMENSIONS t .4 N AND SHALL REPORT ALL DIS 1R71�Tf1/LL QLVD {B CREPANCIES TO THE -ENGINEER PRIOR TO THE. COMMENCEMENT /? 2 MASTER PLAN S.D. NO. 1, $!rte < OF WORK. NO LSHEET ,�- � TIT E PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR , y ...... " 5 APPROVED BY DATE ?G" H HALL ASSUME OLE AND COMPLETE RESPONSIBILITY T 'r /T / THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT E S SS S RESPO SI 8 23- 11 �p� � �� �r s� �2y � CITY ENGINEER ` RCE.N� STRUCTURES SHOWN .ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO-- MADOU AND ASSOCIATES, N AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE, THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- ARROW f/WY. DESIGN RE COMM E D NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING �Q 41 CO SAM BEG CIVIL NO COUNTY DOA 3 Pt CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE CONSULTING D PLANNING m INDEX MAP W AND LAND PUNNING SH EE T DRAWN PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL 545 N.Mountain Ave.,AwSults 10 NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED , IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 5CA1,1_ /''r/000' VICINITY MAP ��� UPLAND CALIFORNIA 91M leo OF 3 OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE NO PHON (714) 946-294`1it OF THE OWNER OR THE ENGINEER. CKECKED RCE. No �'¢ 1,DRA i G NO. !� ATE 2 /1 FtL-E No 2 r BENCH MARK : -- I -- - BENCH MARK NO. 96-B S;Z \ � �� _ AT THE NWC OF HAVEN AVE. & 19TH ST. , 44 FT. W. t HAVEN v �� -TTt\ - & 83 FT. N. 9TH ST. , SET ni11 DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL v 0 0o pn FOR 3-24" CMP--ELEV. 1430. 686 t IN 4 1 - rL - - - ' 1 - - - - - - - �'6. t I \ � ow 3 - - - } - - - -- N - - - - - - - - ro 0000' .00 / - Z - - � / o 1 0 { t 1 iNT -tv 1w N o / m s. x =/ 7 Tr .35 � T•LL� .d1 L /s' -.- 4 - .$, 174 ,x.47 1 i :/N�¢ A /2. 7, { to II v1 n MAO•�V GPi�+' /5 �5 i ; ' i � � Q � cos ¢ - : f - - } : PROFILE SCALE ` - -- - 1. .3. . �� _ � � 1 NO RIZ I � 40 t � 5 s 1 - : i a /� VERT. I = 4� J-- t 0 O PO 2/ �/..►2�N A'Zc /MP 22 - 23 24 25 2ro 0 N N y I ( ¢e Rcw c = 7 ,77 L 1A16E ,E3 U,t/E T Garr owG. Aw .. (I I I I ( •I. ... N 7/VV W 1,Y-//9!d G = 3.GO V � 0 L 5. 77 N so 7 V u, Ilk r I /!Z' =�50 O 1,-00.00 L/NF B" 4 � _ rlr0�/GB TH/ f Q' t\ Ir Y/i2G/IV/A !J�/� /�i�TEiP ,k I �` , p 1A 3. � �t'.,4Le ll�� r 7 L � :�0r- ,env–� � —� _,• 10Va• --- � ' — � D -/l/0 09'.3?'r l5�9' TSL -- T —� N � 94 ,e.cP �R V G/rr,overs./t/o. /?oo-b r_ - • __ \ o h I � PI - i4071 I I /NSr14z- �" �G� O IN r,,4GL /8~ /tG�' I 3 �oNsr�ucr ✓�ivcTio/v stR�cTv,��i� ,cr�I/L stir. D E SC R I PT I O N o f REVISION ' ' DATE PPROvE I I ridNST/P!/Gr j�/1�f'OiCA/l'y' piC�/GK �'LIJeS J I I ( ® GON5TRG/GT ✓UNGT/O/1/ 0rRe12GTUR& A '�R G/Tr OV 7. NO 5da CITY of RANCHO CUCAMONGA I 0v ile ,�r4 -�/AVeIV Af1r-MU& FOOTHILL BOULEVARD ,�/,IrA � `eN T14N MASTER PLAN S.D. NO. 1 10'" .ff' 004W' /¢4a' 7�' FOOTHILL BOULEVARD /2•4V¢J" 2i7a�' 40.03' 2¢.//' FROM STA. 2065.47 TO STA. 26+12. 19 G /1''40-00' AVO-i"j 92.7/' 2/.4�4' APPROVED 8Y � ATE oQROFESS/pN� G TY ENGINEER _ _ CE.Nol-2 39 %111\00/1114, ��. DESIGN MADOI O ASSOCIATES, INC. FIE COMM N ED qo e� OF SAN BERNARDINO COUNTY 3 Q m m CONSULTING CIVIL ENGINEERING No. lg�1 DRAWN N AND LAND PLANNING- SHUT Ezp. /�- 545 N.Mountain Ave.,Suite los * Af.ff UPLAND CALIFORNIA 91786 -05,0 F *lp- CIVIC.- PHON (7-14) 946-0949 7H I LL ,�a FOf C;4±���''' NECKEDRCE. No /'F`�/¢ DRA1yI G N . . � 0 �( Gj TE FILE No. OF � . ! f ! t I l W IN BENCH MARK: /1 ! } ` V R, 13 \ I - t BENCH MARK NO. 96-B - p h 0 1 - -- 1 . . C O - - I AT THE NWC OF HAVEN VE. 6 19TH ST. , 4447. C. W. HAVEN 83 FT. N. 19TH ST. , SET 0 0 _ - - 1 a I DRIVE PIN W/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL 1 t �4 ' i FOR 3-24" CMP--ELEV. 1430. 686 --�-- 1 a t : t t cr,05� i{ - 4 4 - ? - 1 i t 1 } -�-- � 1- ♦ i a. ot 011 - - — i X�Ih� -3z X0. 2 r fi - - - - - _ - 1 9 1 - { t 4 I ! } Its rl I yl- J- ! 1 1 1 } I 1 1 1 I 1 1 - - - - - - h - i I f I i t t► 1 \ 1 , PROFILE SCALE : j N - _ c } c HORIZ. ( = 40 g ; �i3�� � _ 7�4 •f =� - � � } � � - � - - VERT. I " = 4' --� - � � � � � � • �. � � t - j t�� } } -- -- � � -- - Qr .f ' - - - 5 — 5. - Q 3 3. ♦f q'�� \ 111 ! ! j1 i1 . . 1 1 1 — • - - - 1 r � - t t - - - r � � t � 1 t ' �lw5rAl.G �8 G• �8 /�•G.� � b - - - t I I - t7 28 27 30 V/ 3- 33 34 35 3� ` G = 7. 97' 0 - F= /3 /5 6 s � 71' -1 i� -4 71111" rA � � 0 � � g p -fP11 ? h h � �X/� - - - - Sao Y, � S� N h _ �-•� sem` s h� � � � s ` ^ M /V'�~ /Vb" ..,A9" .r.AD'• w� IPV ACC-w �V II ` h (I DESCRIPTION of REVISION � DATE APPROVE CITY of RANCHO CUCAMONGA 2 /N8Ti9GG " ��� ASPEN S 7: FOOTHILL BOULEVARD /NSTAGG 38"�G.f' FOOTHILL IN5•rA, 44 "' RSP BOULEVARD MASTER PLAN S.D. NO. 1 / /NST,4G G 2¢" RGo FROM STA. 26+00.Oa TO STA. 36+00.00 GONorRVGr oloNf/vGe ;4"�/e alrr sT,cv Na s/o A!nor n5:r ✓U/VGT/ON o UGral �R�rAIz- -- swnr APPROVED BY - DATE G!wor,,Pe/or �E�ffl°ar l"xY 0/,,,xGk /'LL/6 RpFESS/Q GTY ENGINEER --77 ..2�9, GoN�`rir//Gr �rxry owmzs- Pr/C SorT/ON 14-,4~- 6HooT/ '� �Moti �� DESIGN MADOL D ASSOCtAT S, INC. RECOMM N ED GdNSr/rv�r /B� G/l1 P x1oe" /p..,r og t/G - sHA*r / �S 4�0�2 OF SAN BERNARDINO COUNTY ! 4W 13cl /N5T•4GG /Js"rf.G. /'�1✓�iN�NT W �No. 14 1 �+ � CONSULTING AND LAND PLANNING Exp. - DRAWN 5 SHEET 54 N.Mountain Ave.,Sulte 105 UPLAND CALIFORNIA 91786 PHONE(714) -14G-09441 OF 4 OF CAttNECKED RCE. No /40/¢ DRAW NO TE F LE Nos S • t - - - - I t } t T_ BENCH MARK: �— -- - i rt BENCH MARK NO. 96-B ! 1 AT THE NWC OF HAVEN AVE. & M-!:7( ' �� o� 19TH ST. , 44 FT. W. + HAVEN _ & 83 FT. N. #- 19TH ST. SET - - I i��; DRIVE PIN W/C.S. TAG IN TOP y }- AT THE E. END OF A HEAD WALL - } . _ R -24 CMP--ELEV. 1430 686 + t 1 t T s s r d t'Oh: �--i r 1.19 IA ��/I i i FOR 3 " : ' ' - -- - - - -- -- -- - V 1 t f 1 fi t ' - - - :Yd= 5 ♦ : i i i ♦` -- i =031x2 ' _ ; I 'S-G //�5, ► - - 4 y511 � 4 + 11 1 1 11 1 r '� I � �• � r 1 .` � � � ���N � y � � I , llq tl- - - - G - � 1 I J 1 1 1 ' 1 -� - --+ - I J 247. mss.: - ! • c. } -+, 1-19, + - . fir- 1 � � �� � `try H • .t � � � f 1 ; - ' • , * 1 All t.,, t t -� PROFILE SCALE n - - - I N 3- i ,� p - -1— - r t - -� -- - - - + t i f HORIZ. • I 40 ^ - - �, ` ► - - - + t fi + r ? �L. , 9" .G. ' 4 -� i } i i. M: -+ -� VERT. I = 4� 1 ♦ - - - 4- N: t r ��-�7 ala �a t _ - - - - -- -- - 4 5' L. 1'CG. I I I I 1 411 I 14� 0 0 07 Iy 0 0 0 0 v � , off WF I.JK r= �� . ..,z Cj� 2 v oN o A 1"ar4111W GONP7XX T70N NOT5 ,_ G 7e~ RSP Z,--- f4 11 P�i� G/TY orb /VO. 5/O //V5'Ti4LG . ,,gN�fG s GDNSTRUGT E14RTH -A 99'Ale"47 �l1 pk=)'rN/GL QL��RM. row Vp/6. T 7' '� r T ,� � �./.4N�Eo �P�o. / 2 3.3",�c'P iO.36' `l•-l��j� RE VisEp PGAN To SHOIV fu ' r4//KrGoNN�cjioNS F © 71-00AT &7AT/oN8 :X6 t.54•¢2 0-.� #oto/•63. . O DESCRIPTION of REVISION DATE APPROVE 2 CITY of RANCHO CUCAMONGA FOOTHILL BOULEVARD , .- FOOTHILL BOULEVARD MASTER PLAN S.D. NO. 1 FROM STA. 36+00.00 TO STA. 41+50.00 APPROVED BY t DATE QQOFESS/6 GTY ENGINEER f - CE.N 22`397 DQE \LTO/I1.0, DESIGN M HOLE ANDASSOCIATES, INC. RECOMM N ED s� qo 1c.M. OF SAN BERNARDINO COUNTY Qm rn CONSULTING CIVIL ENGINEERING �., 0. 1g81 m DRAWN AND LAND PLANNING• SHEET Ex;L z 549 N.Mountain Ave.,Sults los ' p UPLAND CALIFORNIA 91786 � OF PNON�(714) 94G-0949 4lEOF CAUE����� NEC KED RCE. No /4fO/It DR,fi�'��J . IV W ATE CIAZEff FILE No.- P�J�r 5r•�rte- #� �.c� -��. +-- --+ 4—+—+ { BENCH MARK: _ BENCH MARK NO. 96-B - \ AT HFHAVEN \ 19THST. , 44FT W. 4 HAVEN V _ & 83 FT. N. # 19TH ST. , SET \13 14 DRIVE PIN W/C.S. TAG IN TOP - - AT THE E. END OF A HEAD WALL �. •� '� FOR 3-24" CMP--ELEV. 1430. 686 1.0 QAC - I t fl f 1 0 f t I t 111111 X _ l O 19 Jp i - - - - 1 ` - - - - - - - IN \ ^ 4� t - - - - ex O \ I j - -- - - , /07 + t t - t ¢2 431' 44 G. 45 46 3 C, 47elf 48 49 5�D 5/ 52 NQ N h 8 JDI 3�,pr K g = 17 N h ••t 16 104 -- .- N r Cii/�T lV�V `C• h/ r -- j-� — T— �c d--lam -� i ,� � � - -- --- - - - -- - � •- - sir __ -- - --- ------ o N _ :JB - s 4-k— �gsgC o W W io 6\1 Ill 5'LY ZIAOr J h OrXi,9r. ter. /Mr->rov. max' /.NsroGG 2���fAl ^oars/rcL ec vv.,r y !v7r ..//A�//��_ /�` - . (Y�\ M •,�( 1� y. V t 'h r! SHT roe fl/'v6. IVO--004 �Q/K/ X 8 : M �M o � V, \ o� k APT ;r b44 4� © C.P• B Mr4lxY��i45', -- .'16// `/�/4 � DESCRIPTION of REVISION V45��lloce A VF' DATE JAPPROVE CITY of RANCHO CUCAMONGA 19?5_1-rA /Y� 4/v r� FOOTHILL BOULEVARD. o /7°43 '49 /OD' X0. 75" 15.60' H 21'1¢0¢- /04' 37. 35" /B•l4' FOOTHILL I 21'S�'27" /00' 3D• 33' /9. ¢/' C�N5MUGT70ADrEg BOULEVARD MASTER PLAN S.D. NO. 1 2 /NSTf(GG 7B"�G� _FROM STA. 4.1-+-50.00 TO STA. 52+16.56 !� 1NOr 44 3G",OcC,P APPROVED BY ATE o iN.5rw,Z, /8 QRpfESS/py GTY ENGINEER FtCE.N 2 3 2 GcNy>-R//GT�UINHOG0 l G/TY Or,,47 MO. 101 �0 Mot/ 4� DESIGN M OLE AND ASSOCIATES, INC. RECOMM N ED OF S "ERNARDINO COUNTY 3 4-WOTi"tlVGT ✓!/NGT/ON fr/t'!/Gru/t'� �R ,�rAIz- - 3HOEr i ; �. q� R.M. A 3 s 5 vONSTRUGT TR/N/'ORARr aR/Gid PG//6 No y CONSULTING CIVIL ENGINEERING n, DRgyyN AND LAND PLANNING SKEET Exp. 3 545 N.Mountain Ave.,Suite ios © GcNSTRUGT EA�j'y o&Az.� �R SwGr/ON �.4 oM�per f * 7 �.,�, �j,` UPLAND CALIFORNIA 91786 - F ttr PHONE 946-294°1 �IFOFCRI�FQ�\ FLECK RC�NDRAWING N /r TE /! O- FILE No P`0Jr-CT '5H Etyr *_ ?8 o f J _ : BENCH MARK: \ BENCH MARK NO. 96-B % AT THE NWC OF HAVEN AVE. 6 t{- \ � ; 19TH ST. , 44 FT. W. t HAVEN' • & 83 FT. N. 4- -19TH ST. , SET DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 1 Ll t 1 --H P , 1 ' 41 - Ti f ' — - } - - + - -- t- 7� IVA - t 0 t t1 - - i - 0 —f H - � 4 .O c. t A/oig 2 0 A19.' t t I t l G. 72 ; ; IN Tr4LL 4. F` 7 " �P ? ► r i + '8th- i s P=O 9 dd t i j ; t i 4 VERT. I '� - 4� t t t G JI/8 1 1 1 1 � 52 \h 53 5-¢ A = 55 7 58 59 6o 45' / '� E = 6E9 � � � a � � s � V � ►� _ � � � �_ Sw 31,00- -IN A - ,1 N 45°08'a�,`�'IY 29 70' s ,S ' L - ,. N --- — - - -- - _ - - -- - - - - -- - - --- - -- - -- W — I\ N wo E �' Q j� �0' u1 id EX/��EP 1(� ^d X1\3 aIV •A W sLY Lwo � \u1N N Was Y �1 n1 n p 6 8 sf/EE'j 2s�oR G//1/E +� v X/3r /MPRovEM�M-5 /LAR EX/'Sr. 37' /MP�o✓ rER V "/Y /�'�O�/G�5 /=oioj-f1/LL®L vD. ,PM. G725 t� FGt?!'7✓/L-L DLVD.� P.M. GT25 6 0.d i —� ' N �j 3kT G,AC7AI /Vo.404 V `I. �T 7, oWG.�v0. C s 3.3 2 0 ,� ✓SEE S'.r/EG`j2G�,8 G�il/E � b" -�' Atm w PAF/GE .ilk ` 1� ELM AVE U 0 DESCRIPTION of REVISION ��: � /a: �� DATE APPROVE CITY of RANCHO CUCAMONGA '"� `e^' rA" BOULEVARD F��THILL BDULEVAAD FOOTHILL s-��,atz' 0/ /o.q' _ /°B' /°'z' '3'- MASTER PLAN S.D. NO. 1 GoN�7XUc rIoN No rEg; FROM STA. 52+16.56 TO STA. 63+70.00 COksr M-41VI-/01-16 We PE.e C/ry 5rq. N 37'300D 4� 29 45 /5.28 �¢ /NAMI,1- 72 " /tGP ,va 511 0 25'573v" 4� ?0. 39 /0.37' /NsTf1GG 3o"RSP /i /wsrALL, 24'R. c� APPROVED BY i ATE o/ " 8.95 /N.57AG,G /8" GP CITY ENGINEER , CE-No i2M 'a 3000 ¢5 /71- /e QgOF E SS/p J 7 /NSrALL 3(0 `R G.�? �Q�OS�„T�41 DESIGN MOF SAN R AARDINO COUNTY � RECOMM N ED ��, 4 'IX 4 3 l GdN5j.-/1'lANffOC,� '�" /'�jQ G/Tr STb NO. S/O CONSULTING CIVIL ENGINEERING �-3 Go�✓5r. .144v0r/oN srr�uGru AND LAND PLANNING ie , T�/G SHE�7- / � -� No. �/�A/1 2 pRgyyN 545 N.Mountain Ave.,Suite jos SNEET GONST ✓UNGr/ON STieUGTt'//�P� "f1 "/ie G/Tr orb. Iva,, ,Air Exp' T f�'� UPLAND CALIFORNIA 91788 Q �-- OJNSr 7XMPORARY 'C PLlJl3 * * �g f CIV1L PHON9 RU) 0146-2949 /Q GONs : SARTH , wne PBi4 SeGT/ON "�{-A a 5�/BEr /• l�j _ '`♦ KE C K E 0 RICE. No / /IL DR GON5J" /8"G�1•P R/ /e f'Bie ,75Trt/G ON 01-le,-7- N /J/N5rr4 GL /y" rw6x A•G. AVeMSNr .,� T E FILE N o A26-615-5 Pr-vJoq- :54crt r- 'A- Z9,7 , . GENERAL NOTES BENCH MARK: 1. All work shall be done in accordance with these plans, the City of BENCH MARK NO. 96-B � Rancho Cucamonga Standards and' the Standard Specifications for Public AT THE NWC OF HAVEN AVE. i Works Construction - current edition. Contractor shall be familiar 19TH ST. , 44 FT. W. HAVEN with and shall be responsible for adherance to these Standards and b 8 3 FT. N. 19TH ST. , SET Specifications. DRIVE PIN w/C.S. TAG IN TOP TAT THE E. END OF A HEADWALL 2. All pipelines or substructures of any kind, telephone or power poles, FOR 3-24" CMP--ELEV. 1430.686 vater meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. CONSTRUCTION NOTES &. QUANTITY ESTIMATES 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- /a-- CONST. 39" RCP SEE�,�of/LE fpe p-Let4OJ tions, whether or not such facilities are shown on these plans. W. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering ii Department prior to any encroachment or construction within City of �— CONST. 33" RCP 38 7 G.F Rancho Cucamonga easement or right-of-way. CONST. 27" RCP �� Ay ¢B2 L.F S• Compaction tests of- embankment construction, trench backfill, com ' �— CONST. 24" RCP �� �� /¢/ L F pacting 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 f --CONST. 18" RCP �� �� 3 prior to the placement of base materials and/or surfacing. --CONST. MANHOLE "A" PER CITY OF RANCHO CUCAMONGA STD. NO. 510. $ EQ When improvements are to be placed on native soil which consists of a �—CONST. MANHOLE "B" PER CITY`-OF RANCHO CUCAMONGA STD. NO. 511. 6• rocky material, the sub-grade shall be prepared by removing all rocks a—CONST. JUNCTION STRUCTURE "A" PER CITY OF RANCHO CUCAMONGA STD. � which protrude above the sub-grade and all voids or depressions shall 9 NO. 508. E.4. be filled with a fine grade material of a quality better than the natio" aaterial. �--- CONST. JUNCTION STRUCTURE "B" PER CITY OF RANCHO CUCAMONGA STD. 2 e5d. 7. Estimate of quantities is provided by the Engineer only for the con- N0. 509. ` venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. S. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 9' Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 10. Contact underground services alert as required, two working days Prior to excavation. Phone # 1-800-422-4133. Provided for your convenience are the following: A. General Telephone (800) 422-4132 for underground service .� t B. Southern California Gas Company (714) 798-7739 1981 W. Lugonia Avenue Redlands, CA 92373 C. Cucamonga County Water District (714) 987-2591 a � a �♦ 9641 San Bernardino Road Rancho Cucamonga , CA 91730 a ' o"CEHTER r� T/EATER �_Se__ OFFICE COIPIEX D. Pacific Telephone Company (714) 999-5639 E. Southern California Edison Company (714) 983-1746 422 North Second Avenue Upland, CA 91786 ,r„a_, I a I I I I M N ( hilla foOTMILL MOLIEVAM INDEX MAP DESCRIPTI ON of REVISION DATE APPROVE CITY of RANCHO CUCAMONGA NOTICE CONTRACTOR SHALL VERIFY ALL I CONDITIONS AND DIMENSIONS MASTER PLAN AND SHALL REPORT ALL DIS- CREPANCIES TO THE ENGINEER STORM DRAIN LINE 1 -3 PRIOR TO THE COMMENCEMENT � OF WORK. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR i, s,� TITL S HEET APPROVED BY DATEe'_/ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY TY EN GINE ER / RCE N 2, 97 STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- QRpFESSIp,,� .wr��« ��Yv AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE, THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- t�0 t ,Ll%;'/ qi DESIGN MADOLE AN ASSOCIATES, INC. RECOMMNEO NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING �4Qc��. /q F; h �L ,8 OF SAN BERNARDINO COUNTY 3 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE �' i 7 CONSULTING CML ENGINEERING PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL ��' In j� "'i'�^ DRAWN AND LAND PLANNING SHEET NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 545N.MountainAve.,Suite 105 * KEY MAP UPLAND CALIFORNIA 91786 33 OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE /� pi4nN9f714) 9 -2949 �F s C / 4B/ NECKED RCE. No j � D�2AWING 0. OF THE OWNER OR THE ENGINEER, l�j£CF �� N.T.S.„ T J?_J. D. ATE 6/3O/BB FILENo.4w �aGI3-D C-F t - BENCH MARK 4 1 1 ! I • l . jj f ' 1 1 ' ' O I y } ►_ -- ; 1- -fi t t - t - - -t }- t } 1 } t t I 1 1 N i 1 t i ; ; + ! t r y t t 1 t ? —� i t + BENCH MARK N0. 96-B - � - - - : - f - - t- �-- - t - � � - - t - + r -t � i AT THE NWC OF HAVEN AVE � ii r - } - t t t t + I t l 19TH ST. , 44 FT. W. 0 HAVEN i i t i t t _. / T� � 4� :�i' - - -+ - t 83 FT. N. 19TH ST.., SET I - i i i . + - i { Dr r.UT i w .S. TA N TOP _ i♦ + t i - , ; t - = + -_ } . END OF WALL + t � � ; DRIVE PIN G I t } ♦ } } T. t } + i t AT THE HEAD - 1 } t ie5'3 - /. - + t t t t t -{ } � -+- FOR 3-24" CMP--ECFV. 1430.686 „ 4-4 , i l _ - -- - + W - - - t t - ; Q } } t t t t t t t } t t I : - - f !l . . y - - - -- - - ' t � i ! � f 1 Q ♦ a 1 1 0 l j f ; D j j + - ----�- ; wo 7 � ; + r 1 i t 1LA ,� l O•^R -- - - -i i to ? f + t y t K 1 O ` • ♦ ♦ 1 t t 1 1 1 i 1 + I 1 V' 11 b f - - -1 f -♦ } 1 1 1 1 f 1 I 1 - 1 t 1 [4. _ ; f : 1 j - 4 ? t t 1 l 1 l i l ► 1 1 1 - I 1 1 : : 1 - l 1 : } - - - 1 + r .-- +, t t t t + fiI l 1 1- + - t 4 4- - r t + l ; 1 t fi ti !N t i - 1 T 1 1 -. i - t t t } - } + t tt ; rt t , .t - - - - i Ip } - t t r + fi p ; �: t L 4 t t ; 1 t t t ! t : 1 �1 i !t$1a! v t 4 i h Or i a til I 1 : , + 1 1. t '1 J. v ti ,(� G,04 i h r j GG�NOr. 7 N : t . t > ul t l + { t Y 3 q t t 0 \ : 1 ' t _ c } tr4f5T 4�9.D S-f I , + ♦ t - i P:RoF1�E i c.p /a5o-n t 1 i od 90.7 t PO/�T 503. 7K. 9"��.t.�- / o i alAo '-50. 7c�'�' HOa. I"= 40 1 i GQI�/ST 227..(0? /000-0 3 C. /A4 D~O -=-4 : - 4 + I r1 N . . . . . . . . . . . . 90. 7 C. 7 S t t - --- - VESAT'�1�=4. t ; 0 4"r. 33 60 Z.� 2 3 �. s 7 8 9 /8" G.P. /500-0 ti�� I I I z _ !� � 0 �Z �_ m © /i!/04TES'�.�//.4TH �J'✓-'T�i�� ao �� 9�•�II'�'�• G Ei�3' � � � � ' � � � � � I � .ems M.a��r,•ai�E.o,B>' gj P It �►�c �� h WAS 1 W 2 Woo cel x pp a �0 1 /49p H / 4 /� 2 . . _ _ o L =35.34 " z — - 1-Ar4�W—A 4(-4A J — - -- --- S 88°03'27'E 37.70 Q Ad= yi� VA 4 f4 I \ \\—r7� �0 0 Qh I �( ♦ DESCRIPTION of REVISION Q 77 SCALE, 1" 40' ' ,� GATE APPROVE CITY of RANCHO CUCAMONGA _ h r STORM DRAIN LINE 1 — �, � a S O 3 of & w ° ,� titi1 Z PRIVATE STORM DRAIN LINES APPROVED 8Y � A 7E /jtl /a—corrs'r. 39" RCP oF�ss1 GTY ENGINEER _ _--- --- RCE. N 2 397 QR. ___-_ o�� M SOCIATES, INC. DESIGN RECOMM NDED OF SAN BERNARDINO COUNTY �a 3 1 • --- rn CONSULTING CIVIL ENGINEERING CONST. 18" RCP �� n I + �' pRgyyN AND LAND PLANNING SHEET CONST. MANHOLE "A" PER CITY OF RANCHO CUCAMONGA STD. NO. 510 . E�? �-�l/�� 545 N. Mountain Ave., IA 9 86 / � * E.%/1>.i�d4. UPLAND CALIFORNIA 91788 �[ OF 3' (i).—CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA STD. NO. 511 . •, sl CIV ` PHON9(714) 946 -9!941 /) caysT. ,aeicK t# ,Nae�ratR �. a }iEC K E D RCE No �'¢� pR AW IN G N0� ( 9 --CO�t/'ST. ✓�/�CT/Oit/ •STh'L�G'TC/.PE aA"/�R C/TyG�.�I,l/['/�O C�d�'./.�10•t/6A 57,17 A10 30d F OF �,,t�t v FILE No!�-� aF• 40' SC/MASTER S.D. LINE 1-3 SH1 .2 - 2110.27IPF : 126884 227 26-Apr-86 02:50 Fri % 12b-884- 1 • I - 1 I t -t - 4 - - - t - t - - - - - - - - - - - - -; - } - - - BENCHMARK f 4k -} i - � - - --� t - - - - + - - - - - BENCH MARK NO. 96-D ' t + } 1 �� AT THE NWC OF HAVEN AVE. -d I t t - } - t - - \ - V h - - 19TH ST. , 44 FT. W. 1t HAVEN 1 1 I ! i 1 1 - - - - - t } }- - - - 1 - -- -- - } - - 8 3 FT. N + - - - - a < . DRIVE 1 - - - 19TH ST. , SET { ITOP i t } } t t !- t - } }� AT THE pE. ENDOIN TAG IN WALL • END OF A HEAD FOR 3-24 CMP--ECFV 1430-686 } } r - i i + - t } } 1 -- } -- - - - ' - - - - - - - - - - - 1 t' - -�-- - --- - - + -- - - -- -- - - - -- ' - - 1 ~ } . - _ I 1 1 1 / - - T t t i { ! 1 t r/ I 1 -44 - - : - i �- } } - V t } i ; i t } + 1 { ( t TES QY L 1 } I i t i l 1 I + - 1 1 t } t i - - - - - t- - - - - - 1 1 j � 1 1 1 1 �!• 14 t t Z •9i 8 - -- - ` v. MZl f : 1 � t >14 n t 1 T 1 t I 1 t h 0 W ki U ^ : t - _ __ } } t I� 1 1 '• �} 1 - - ♦ , } 1 - LF l t i 1 V 1j1 I 1 N t - } } - - {n } :n } �1 - t } } t } - G'P Zs�'Z : : 1 , r0 a0 H 1 1 d. cp l\ ! 1 •P 3S . 3 Ilti r, �► b 0 M1 :b ` a i } 1 } - tJ N i' a + 1t it } 5�; �. .�¢ ./ - - - ` { : - - -- - t V1 `♦ i t d, P O I 1 1 ► :LAT` RAL o 16% N t 1 t ► a �• a• t T f G.� 3 :SCC.it •!1 r- 1 -- - } } - - i -- - _ - - } - - - - t ` 10 7 41 Aa 6VACF 40.44 L. /8"R.G.P. /?00-D G.F9 / v �� / ��I?► O—CONST. 39" RCP CONST. 33" RCP CONST. 18" RCP _ ��� 0 / S MANHOLE "A" PER CITY OF RANCHO CUCAMONGA STD. NO. 510 . y CONST. $ CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA STD. NO. 511 . STRUCTURE "B" PER CITY OF RANCHO CUCAMONGA STD. .� � /p CONST. JUNCTION 2 SG34LE:/��_ •�4' �NO. 509. • Z - // CONST. SR CK ¢ /i�1OMR "-tn. .r. r- l 981 x X23. S Ems/ �/�E I /t0� 7 E.e \ �td3.79 li C. V I M \ Z ` o off?G c, /1`021aww oRA/.t/ O P C`.3 v / j' 45�10k7 ' co =O oo.� LATE AL "E "' � • ro 1 L,4TE�? L "E" I �'� oQ�oFEss/py4l - S 8P'30 7'E ^-.50. 4 7' r• S / j u�@NO. 14 14o�+ci DESCRIPTIONof REVISION v m \ Ems; /f' GATE JAPPROVE 4y * t � � - sf CITY of RANCHO CUCAMONGA OA T�4 • •� � � j>ELTi4�BB4,e/,f�f' ,eao��.s �,��o%� T..�,��E,�T STORM DRAIN LINE 1 -3 O / N .. Z4'3o;59" �-�' /9. 2G ; 9 ��' PRIVATE STORM DRAIN LINES I I / A=45. 8 Q 52.38 /a y(��', 4034 22.2G, APPROVED 8Y _ ATE �4 c - s / 77-09'17 *5. aa .�0 35.89 CITY ENG►NEER RCE.No 2 97 ,vrBSG;3o"w 35vo p SIGN MA OU AND ASSOCIATES, INC. RE COMM ND D . OF SAN BERNARDINO COUNTY a 8 CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET 549 N.Mountsln Ars.,Sults los UPLAND CALIFORNIA 91786 3Z K N4¢'5/ 05E 55. 7g PHON?(714) 94G-e949 '-" OF O NECKED RCE. No /486 " R.LIZI TE �/.IZZX�ff FILE Nolte . 126684 228 28-Apr 02,52 Ph / BENCHMARK. — - I t - I - _ - - - - _ - - - - - - BENCH MARK NO 96-B NW O HAVENk 19 THE C F AVE.� 19TH ST. , 44 FT. W. HAVEN 4 83 FT. N. e 19TH ST. , SET DRIVE PIN w/C.S. TAG IN TOP IN �- - AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 I _ i ff 7 T - _ _ Sou I 001, - - - - _ - - -- - - L_- L- } t -- - - - -- - - -- - LJ ' t � - - � - - - —� r t— -- -- I : ' +� m tin - —r- t t - _ ___�--_-� _ _ - � - -- - -- - - �--- lir - t _+ _�__�_ - -- - - � ��----�- pp } } 75 - . - - - - 14 -- L -i t --i-�- - - -1 - --� rt- - - -� - i- -*-i - - - - -- - - - - f i - -�- -{ - - -- - t - - - - -r - t L L - • - Fi E t -- - - - -- - - Z c HdR. "=i40 - 1 i .g � t ( t I : t �—}—� -}- ._ t I - - - �L V - - - - - - r - --� - - - : - - - - - - - - - - - R i - t �-" t � � t � � I I : 5 4 3 O r 7 M f� • L LjA g ti Jr OtOI'.a0 LATE.e.4L 5 i orov 6 � � � B 0 iivo�47�s P,PlY.4TE v'y✓lf.,,N1 eA1oT To �.oi�T.�.v�o,BYciry) h N Al a17�3448',1)f/ f TOWN CENTER DRIVE A V \ � �' ` vEE 3yEET 32 Q P_ J\/]- 110,30 \\ R DESC IPTION of REVISION GATE JAPPROVE 9 CITY of RANCHO CUCAMONGA OA TA t O ,,�,� ,e,4oit� LE,t%�O/,�fT T, sE/t/r c�yST,��cTio�y �oTEs: .STORM DRAIN LINE 1 -3 14 . D ZZ'2/'/.�" 4uG�' /7S9' B89' �•—CONS'1+. 27" RCP - O CONST. 18" RCP PRIVATE STORM DRAIN LINES ©--CONST. 18" RCP N N 7 CONST. MANHOLE A PER CITY OF RANCHO CUCAMONGA STD. NO- 510- CONST. 10.CONST. JUNCTION STRUCTURE "A" PER CITY OF RANCHO CUCAMONGA STD. APPROVED 6Y 22'29's'Z'E 38.' NO. 508. ATE NZz'3o'o8' el 92' CITY ENGWEER --RCE.No 397 4 iV67'29'.SZ"E Z/9Z' QROFEss/ OE SIGN 1K DOLE AND ASSOCIATES, INC. RECOMM N ED -0 A, 33.44 � 5�+�1LTO/l��q��,. OF SAN BERNARDINO COUNTY A ,, g y `@4, 9�, •f, CONSULTING CIVIL ENGINEERING a m URAWN AND LAND PLANNING• SST No. 14 1 �„ 549 N.Mountain Ave,Suite IOs °C Exp UPLAND CALIFORNIA91786 Ril Ff tX * PHO (714) 94G-2949 QF stQ 01vo- ,�a CHECKED RCE No 14ell' DRAWING N0� .3 ��OFCo!_18 I 12.J.I,2 16ATE 6/,,,30/88 F i E E N o./Z'9� 3-3, 0� hE BENCH MARK: h I � I 1* 1101 jR L 1 7 _ I . # - vlos 00, I + — ,c i } -- — — • : ` a 1 - - - �- - - -- 4—L ; 1 t It I : z E - - # ♦ 01 T 02 • • 4 r �• • : , t I 0 # '� i t f r • t j� _ __. V "l � ; • . � f .- t ♦ ♦—}- Q -�. �\\^nen/ �+ �_, _— _ ._._ _. —_�_.__._�_. f f -. _ -? • y_- —� Y � p f f . . _ , I o \ _.__ _ _- _. _ _ - _ _ _ � p � o r � � N \ � � �- � �- t t � fi 0 � � � Qr r --r +- � I , , o +D : t - - - _ _- - - - low , • ♦ 0 O O O D O G/r/E '`C f a f i f DESCRIPTION of REVISION GATE APPROVE'` CITY of RANCHO CUCAMONGA FOOTHILL BOULEVARD STORM DRAIN LATERALS APPROVED BY DATE ;/7-, GTY ENGINEER RCE No 22 97 DESIGN MADOLtAftliSIOCIATES, INC. RECOMM E0 D OF SAN BERNARDIN 0 COUNTY U A 5t7 8 CONSULTING CIVIL ENGINEERING D-; DRAWN Sas NaMoun�ti n PLANNING BuliG�oS SHEET UPLAND CALIFORNIA 91786 - OF �l� �'�� •'''' •��? NECKED PHONE'[71� 9 RC NO �¢B� _� DRAWING N0. c'/Ty TE FILE No.