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2018
CITY OF RANCHO CUCAMONGA EMERGENCY EROSION CONTROL W U V SITE E-2 SITE E-4 ' SITE E-14 CP-173 SHEET INDEX SITE E-7 , SE E 9 CP-172 SHEET NUMBER DESCRIPTION CP-31 CP-71SITE 1 TITLE CP-41 CP-91 SITE E-17 -16 2 PROJECT NOTES CP-32 SITE E-11 CP-142 3 SITE E-2 fe CP-42 4 SITE E-4 5 SITE £-7&8 CP-7? KMS tau+CH RW i CP-175 ++� oil a4R&7 N ALMOND sr 6 SITE E-9 00, C°I` SITE E-13 I CP-141 SUN �ALf EY DR 7 - 9 SITE E-10 SITE E-10 CP-111 i �� CP-171 10 SITE E-11 ` CP-93 j i o 11 - 13 SITE E-13 CP-92 14 SITE E-14 ALMOND ST ALMOAD Sr CP-131 j CP-132 CP-174 1K uuow Sr , SITE E-16 CP-94 17 SITE E-17 B£LLA WSTA DR CP-102 ` ` 18 TYPE A TYPE B DEBRIS RACK DETAILS CP-101 CP-103 Itl I DEMENs S44W LEGEND FLOWLINE © CONSTRUCTION POINT ® CONTROL POINT TOP OR TOE OF SLOPE CHAINLIW FENCE Control Point Northing Easting Elevation Description CP-31 1882692.24 6673226.38 2275.84 03A FD 1" IP do Plug 'RCE 28022' CP-32 1882481.25 6673263.32 2259.66 038 FD 1' IP dt Plug 'RCE 28022' CP-41 1882662.07 6674492.87 2284.83 04A Intersection of Expansion Joint CP-42 1882388.90 6674441.14 2246.69 046 FD 1" 1P dt Plug 'RCE 28022' CP-71 1882672.80 6676212.43 2241.44 07A Set 80d Spike CP-72 1882445.14 6676274.62 2204.55 078 Set 80d Spike HILLSIDE RD NOTES.- CP-,91 1882644.64 6677274.87 2259.96 09A Set 80d Spike CP-92 1881535.98 6677189.25 2151.97 098 Set 80d Spike BASIS OF BEARINGS AND COORDINATES CP-93 1881531.97 6677273.62 2147.08 09C Set 60d spike THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH CP-94 1881385.82 6677264.34 2133.73 090 Set 60d spike AMERICAN DATUM OF 1983 (NAD83), CALIFORNb4 STATE PLANE CP-101 1881255.50 6677246. 19 2125.39 10A Set 'C' Nail COORDINATE SYSTEM OF 1983 (CCS83), ZONE 5. CP-102 1881254.95 6677677.89 2121.80 10B Set Railroad Spike CP-103 1880978.67 6677221.40 2102.20 10C Scribe in cone channel VERTICAL DATUM CP-111 1882204.86 66780JZ69 2209.46 11A Set Scribe X on C8 THE BASIS OF ELEVATION FOR THIS SURVEY IS THE NORTH CP-112 1882254.74 6678260.14 2294.36 11B FD N do T 'RCE 12387' AMERICAN VERTICAL DATUM OF 1988 (WD88). CP-131 1881555.07 6682903.07 2107.34 I JA Set PK Nail CP-132 1881421.38 6683117. 15 2109.32 138 Set PK Nail CP-141 1882563.11 6685276.63 2239.71 14A Set 80d Spike CP-142 1882434.95 6685529.57 2223.81 148 Set Scribe X on CB CP-171 1882195.89 6687401.27 2076.85 17A FD 1" IP dt Plug '7788' CP-172 1882374.67 6687401.78 2087.69 178 Set Vag Nail CP-173 1882779.05 6687661.66 2133.33 17C Set 80d Spike o QRpF ESS/p, CP-174 1882153.77 6687140. 19 2073.25 17D Set 80d Spike ���, N T CP-175 1882216. 16 6687155.50 2071.70 17E Set 60d Spike �� BM-200 1869479.86 6667280.95 1575.50 BM 10A FD City of U lond BY I0A-86 /� Z BM-201 1872236.14 6677739.52 1619.01 BM 16A FD MWD BM RF 16A 1989v/1 W N0. 54730 BM-202 1873995.58 6683222.43 1621,29 BMI9A FD MWD BY RF 19A 1989 BM-203 PROJECT ENGINEER BM-203 1874789.47 6687347.69 1635.94 BMX 1445 FD NGS BM X 1445 1989 Exp. 12/31/05 � BM-204 1936984.76 6718878.66 3160.36 CJMREGISTERED CIVIL ENGINEER S CORS Station `rTf^1 V 4�- BM-205 1860638.86 6705287.64 1196.51 EWPP CORS Stotion qTF CAS-�F� BM-206 1870991.51 6636094.31 1583.22 LORS CORS Station OF BM-202 QtEpEStgr`►eD E-ll C'f�+n l�,lr t+► � �-t Solt- 14 5-12-OS S=WYAN ST » DESCRIPTION OF REVISION DATE " P CITY OF RANCHO CUCAMONGA nTu Sf if ff- UNDERGROUND SERVICE ALERT �. tEROSION CONTROL o a Call:Toll FREE 1-800-422-4133 PROJECTS TWO WORKING DAYS A �wv swill pµ! 4 o c" EROSION CONTROL PROJECTS BEFORE YOU DIG BM-201 ►ol-It Tt,&Vejl/► - 7t' 1 - APPROVED BY: � j j DATE:,/- "CAUTION": Remember that the USA Center �' � �'` '�����` • win�� CITY ENGINEER notifies only those utilities !talon ing a �.tp, 1 RCE: 24953 1 �� ` h e the center. There could be other utilities RECOMMENDED DESIGN PLAN PREPARED Presens t of the work site. The center will In= 85 1t ►nform you of whom they wiU notify. RS DRAWN 2020 EAST FIRST STREET. SUITE 400 LOCATION MAP NO SCALE BS SAWA ANA, CA 92705 (714) 833-6884 1 OF 18 R: \ACAD\Title\Title!.dwg Dec 08, 2004 - 2: 01 pm CHE�W SHANNON W1LLITSR.C.E. NO 54730 DRAWING No. DATE 12/31/05 FILE No 2018 GENERAL NOTES: 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings, 1992 Edition, c id the Standard Specifications for Public Works Construction, (Green Book), 2003 Edition and 2004 supplement. 2. Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be responsible for protecting all utilities and substructures as shown within Ie construction limits of this project and shall be responsible for any damage as a result of tl construction operations. 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two working days prior to construction or regarding any problems. Southern California Edison Co. — EMERGENCY ONLY Southern California Edison Co. — Greg Klock Southern California Gas Co. — EMERGENCY ONLY Southern California Gas Co. — Rich Gibson Verizon Co. — Bob Parent Verizon Co. — Dallas Stringer Verizon Co. — Steve Hock Cucamonga County Water District - EMERGENCY ONLY Cucamonga County Water District Inland Empire Utilities Agency (IEUA) 4. The contractor shall notify the City of Rancho Cucamonga Police Department, the City of Rancho Cucamonga Fire Department, and any affected school district, 72 hours prior to construction indicating any detour and/or road closures. 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909. 477-2740 ext. 4075, Monday - Thursday, and at least two working days prior to the constriction start date. 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or encroachment within any City of Rancho Cucamonga easement or right of way. 7. The Contractor shall familiarize himself with oil underground utilities, pipes, and structures, a I shall take sole responsibility for the repair/replacement, at no cost to the City, for any damage t said underground utilities, pipes, and structures. S. Contractor shall verify oil conditions and dimensions shown on the plans at the site l5rioir to commencement of any work. All discrepancies shall be reported for direction immediately to -ie City. 9. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess any and all contractor licenses, in form and class as required by any and all opplic�:ble laws with respect to any and all of the work to be performed under this contract; including but not limited to a Class "A" License (General Engineering Contractor) or Specialty Class C licenses sufficient to cover all the work to be performed by the Prime Contractor in accordance with the provisions of the Contractor's License Low (California Business and Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto. NOTICE TO CONTRACTOR: The existence and location of any underground utilities, pipes, and/or structures etc. shown o i these plans were obtained by a search of available public records. Those shown on the records exo lined are indicated with their approximate location and extent. The contractor shall ascertain the tri a vertical and horizontal location and size of any underground utilities and shall be responsible or damage to any public or private utilities shown or not shown hereon. The contractor and all subcontractors performing work shown on or related to these plans sh=ll conduct their operations so that all employees are provided a safe place to work and the public is protected. The contractor and oil subcontractors shall comply with the "Occupational Safety or i Health Regulations" of the US Department of Labor, and the State of California Department of Industrial Relations' "Construction Safety Orders'. The contractor is required to take due precautionary measures to protect the utilities or structures shown and any other utilities or structures found at the site. It shall be the contractor's Q9,0FESS/0 responsibility to notify the engineer and owners of any discovered unmapped utilities or structs resj W11l �v before starting work. The contractor shall verify all conditions and dimensions and shall report all discrepancies to the engineer prior to the commencement of work. No. 54730 PROJECT ENGINEER Exp. 12/31/05 REGISTERED CIVIL ENGINEER CIVIL qTF OF CA1-�F DESCRIPTION OF REVISION DATE crO APPRDVED: CITY OF RANCHO CUCAMONGA "YOVT PROJECT NOTES EROSION CONTROL PROJEM APPROVED BY: DATE/�« - CITY ENGINEER RCE: 24953 DESIGN PLJNI PREPARED RECOMMENDED BS l DRAWN 2020 EAST RRST STREET, SURF 400 S SANTA MIA, CA 92705 BS •7 (714) W5-6886 2 of 18 CHECKED SHANNON WILMS R.c.E. NO54730 DRAWING N0. SW a 8 12131105 A8 Z f _ DATE FILE No R: \ACAD\Title\Title2.d'wg Dec O8, 2004 2:50pm BENCHMARK SURVEY DISK BM RF 16A 1989 IN ALTA LOMA AT APRIICOT ST AND AMETHYST AVE SET IN TOP OF THE NW CORNER OF A 11'X6' CONC CATCH BASIN 232.3' N OF THE CL OF THE ST. Point Number Northing Easting Elevation 1 1882728.3083 6673301.1120 2280.50 2 1882716.6911 6673301.0553 2286.27 3 1882710.3929 6673301.0426 2284.13 4 1882731.6339 6673351.0964 2281.35 5 1882719.6975 6673351.0189 228731 6 1882712.2976 6673351,0631 2284.62 7 1882731,7835 6673401.0934 2282. 11 8 1882719.7648 6673401.1285 2288.12 9 1882712.5634 6673401.0612 2285.53 10 1882731.4176 6673451, 1171 2283.54 2.00' REMOVE EXISTING K-RAIL AND SALVAGE 11 1882719.4635 6673451.0900 2289.48 AS DIRECTED BY ENGINEER 12 1882711.5775 6673451.0594 2286.54 MATCH EXISTING BERM 13 1882732.8995 6673501.1607 2286.26 PROPOSED GROUND EXISTING GROUND 14 1882721.0210 6673501.1188 2292.10 15 1882714.7991 6673501.0861 2289.95 16 1882729.5682 6673551. 1129 2291.12 2 PROPERTY f` _�, �,� g f� - -.1-�--- 17 1882717.6433 6673551.0883 2297.27 � - - LINE 18 1882711.8131 6673551.0914 2295.42 AVAILABLE BORROW FOR BERM 19 1882 729.7JJ 1 6573601.14302298.76 (GRADE TO DRAIN) 20 18827177691 6673601.1272 2304.86 .. - 21 1882707.8817 6673601.0689 2301.00 •y.<,.�.� - PROPOSED TOE 22 1882721.9363 6673651. 1659 2302.24 - `�" 23 1882709.9513 6673651. 1291 2308.28 . 24 1882703.3311 6673651.0059 2306.15 BERM CROSS-SECTION (TYP) 23 1882729.7165 6673561.3507 2292.73 � SCALE.- 1:10 24 1882729.6749 6673606.2207 2299.50 CP-31 1882692.24 6674226,38 2275.84 CP-32 1882481.25 6673263.32 , 2259.66 t :.;. "�f • -_ - jZ. r - --- /"'`• PROPOSED TOE OF SLOPE �•.� ; STONE WOW FOR EROSION CONTROL -� -- PLACLi ---------- ----------------- _ 7 -------------- -------- 4 ---- PROPOSED MOP ---- --- 3 - - H - _ _ - - - __ _ OF SL E 8 r srnvc BERM r .. ..� .$�.,. ,.:-,.._- ...>-.. c.••:,. ..#F.",�`. »:.:"'- r._ -• fie{,,,'•. ...< - ,. ...... - _-.._ __._.....t �.. -- --. �.. __. ..,.�'f.+-k - .•e.__._..r. u. � `� _ _ __ _ - ----- $•,bra 3? 225' O QROF ESS/p, T W11 Fy tONSTRUC77ON N 7ES ��P "0' 2 No. 54730 [DPLACE 32' 1/4 TON STONE WORK FOR EROSION CONTROL - WITHIN GEOTFXITLE FABRIC FOR EROSION CONTROL. TOE PROJECT ENGINEER Exp. 12/31/05 THICKNESS = 4. REGISTERED CIVIL ENGINEER ��qTF Cl pF CA1.�F DESCRIPTION OF REVISION DATE CITY' APPRovEO: CITY OF RANCHO CUCAMONGA UI YO(ff N NORTH END CRESTWEW DR E-2 EROSION CONTROL PROJECTS GRAPHIC SCALE APPROVED BY: DATE:L�c -6L CITY ENGINEER l RCE: 24953 20 a to 20 40 eo DESIGN PLAN PREPARED BY: RECOMMENDED BS �� -� ( IN FEET ) 1 inch = 20 ft. DRAWN 2020 EAST FIRST STREET, SURE 400 S4rT Bs _ SANTA ANA, CA 92705 B (714) 835-MI16 3 OF 18 CHECKED SHANNON WILLIES R.C.E. No 54730 DRAWING NO, R: ACAD E3-Ralse-Berm E3-Sheetl.dwg Dec 08, 2004 - 2: 50pm sw DATE 12/31/05 FILE NO - plb • r 4 ! 1._.F .i BENCHMARK SURVEY DISK BM RF 16A 1989 IN ALTA LOMA AT APRIICOT ST AND AMETHYST AVE SET IN TOP OF THE NW CORNER OF A 11'X6' CONC CATCH BASIN 232.3' N OF THE CL OF THE ST. Point Number Northing Easting Elevation 1 1882660.3260 6674513.2390 2285.11 2 1882662.8085 6674518.2267 2286.78 3 1882673.2501 6674513.0295 2286.96 4 1882677.3454 6674517.9689 2293.74 5 1882685.2207 6674507.5690 2290.58 6 1882682.2073 6674501.2010 2286.69 9 r 7 1882700.2490 6674508.1460 2295.00 f 8 1882702.2490 6674508, 1460 2295.00 9 1882700,2490 6674501.8993 2290.84 PROPOSED TOP OF BERM ` 10 1882701.2490 6674497.6460 2288.00 - CONSTRUCTION NOTES 11 1882701.2490 6674479.6460 2288.00 12 1882700.2490 6674463.9218 2291,77 ?/ r M PLACE 32" THICK 1/4 TON STONE PORK FOR EROSION CONTROL 13 1882702.2490 6674453. 1460 2294.36 ' WITHIN GEOTECHNICAL FABRIC FOR EROSION CONTOL. TOE DEPTH = 4'. 14 1882700.2490 6674453.1460 2294.36 15 1882682.6770 6674464.9490 2289.27 Q PLACE 32' THICK 1/4 TON STONE WORK FOR EROSION CONTROL WITHIN GEOTECHNICAL FABRIC FOR EROSION CONTOL, NC TOE. 16 1882682.9040 6674461.4520 2291.26 PROPOSED TOE OF SLOPE ' 17 1882664.3455 6674466.0206 2285.77 #- 18 1882862.8756 6674394,4464 2319.24 + + 19 1882855.5133 6674401.5588 2322.53 + 20 1882834.6740 6674410.2122 2315.83 ;` + 21 1882840.0505 6674416.4971 2319.90 22 1882824.7481 6674421.3088 2314.56 4` fD PLACE STONE WORK FOR EROSION CONTROL EARTH BERM 23 1882829.7883 6674426.4112 2318. 15 24 1882812.3613 6674443.2470 2315.18 25 1882805.6730 6674449.7083 2310.11 A,- 26 1882871.7517 6674406.7602 2317.50 25 1882845.0796 6674433.0881 2313.22 F _ `j_ \t _.-.---�'� - 4 - ' _ _ / `\ 26 1882823.2643 6674454.6300 2310.30 CP-41 1882662.07 6674492.87 2284.83 `\- ,_ , CP-42 1882388.90 6674441.14 2246.69 ® PLACE STONE WORK EXISTING FCON2/IVE ' FOR EROSION CONTROL 5 CONS7RUC `=DEBRA 'RACK (TYPE B) ~ , AVA ABLE BORROW FOR BERM ' V 1�lATCH x (GRADE TO ORA/N) ` sa EXISTING '" n' '� 1 .F�• � `ti �_ ,1 CONC PAD de PROPOSED GROUND 260. fXIS'TiNG DRNEw/4Y 3 _ ------------- - i 6" IH CK f `` - < .. f ,a EXISTING GROUND OF T Fy ES y- CONCRETE APRON ,. Q QR S "� �.�' 6 y 9 EXISTING FLOWUNE PROPOSED TOE OF SLOPE 6V je § .. r,3 �G 4 rn CONC ;`' ice-'' -�"F � _r �'s� [�(` W �� No. PAD NO eD 54730 TYPICAL BERM CROSS-SECTION PROJECT ENGINEER REGISTERED CIVIL ENGINEER Exp. 12/31/05 �c 3 ; -�' :< 300 26.50' 18.00' 10.50' `req , C!V 1�- � 5 " F 2290 _ _ _ 2 DESCRIPTION OF REVISION DATE cxrY APPROVED. Q7-\ �} PLAICE' E N4?RK' ' CITY OF RANCHO CUCAMONGA FOR EROSION CONTROL LAYOUT 2280 SKYLINE DRIVE DEBRIS RACK MPE B) PROFILE Z E'4 EROSION COhMOt PROJECTS GRAPHIC SCALE APPROVED BY: DATEeL�-,/& -Z:�7�L o s w zo �o CITY ENGINEER � RCE: 24953 ro DESIGN PLAN PREPARED BY: ` RECOMMENDED BS ( IN FEET ) 1 inch = 10 ft SANTA 2020 EAST FIRST STREET, SURE 400 SHEET SANTA ANA, CA 92705 BS J (7,4) 635-ea8e 4 OF 18 CHECKED SHANNON WILUTSR.C.E. M054730 DRAWING NO. sw 12/31/05 -11" '1�t8 R: \ACRD\E4-Drivewoy\E4-Sheetl.dwg Dec 08, 2004 - 2: 46pm DATE � NO BENCHMARK SURVEY DISK BM RF 16A 1989 IN ALTA LOMA AT APRIICOT ST AND AMETHYST AVE SET IN TOP OF THE NW CORNER OF A 11'X6' CONC CATCH BASIN 232.3' N OF THE CL OF THE ST. = if. 6 2240 2.00' 5.000 18.00' 18.00' 5.00' 2.00' ; 4' THICK ROCK APRON jJ >r 5 4' THICK ROCK APRON f=� /� Ya �r 4 , DEBRIS RACK (TYPE A' 2230 , fa- 2229.60 4,00' 5.00' 2229.60 to , 110 `. 6 {f• ;:�'},4. . : 2224.60 a r 2222.60 - - -- -- - - 2224.60 2220 ` 2222.60 ve 8 0 ,• i � / cc!•a +i•r ' 2217.60 2217,60 2221.00 2214.00 2210 Point Number Northing Edsting Elevation f 1 1882635.5098 6676227.6716 2221.00 �% i;. !.'. `• o _DEBRIS RACK 2 1882633,8599 6676226.4845 2221,00 { PROFILE 3 1882632.2019 6676225.3146 2221.00 4 1882645.4294 6676206,8479 2229.60 // / .f - -• >� t. 5 1882646.2670 6676205.0897 2231.85 6 1882642.1101 6676204.5150 2229.60 _ 7 1882642.4612 6676208.4285 2224.50 s - { f' X J j r '; ! i t o 0 8 1882634.6493 6676196.9244 2228.35 9 1882623.9323 6676219.4221 2218.94 t r o `�' 10 1882606.0525 6676237,0101 2224.47 f �, i O N EXISTING 36' CMP t: `F' .4 r + N INVERT ELEV = 2226.22 o W f 1 1882619.6019 6676240.5098 2224.50 1 w -it 00 000 12 1882615.7670 6676241.4813 2229,60 f • , 230 E rn N 00 13 1882617.6967 6676245. 1940 2231.15 ,' jf ri f ="- , � I �,• ' ,� �, + N LINING 14 1882619.0939 66 7623.8196 4 2229.60 15 1882569.6430 6676136.2470 2226.00 c= + .,! ' ,r r �' �, '• �_ _ �, - �., `k � , � �:. .. _ 0 > F10WL1NE 0 N 29,051 g a w > ��, PROPOSED BERM 16 1882567.1954 6676154.9828 2220.53 a- w 17 1882573.3337 6676173.0749 2218.80 ik 1; 6.403 18 1882531.0977 6676203.9142 2208.98 . 220 -- PLACE STONE WORK FOR EROSION CONTROL 19 1882519.0242 6676221.2548 2206.80 - _ 20 1882523.9 44 7 5 66 6230.2995 2206.84 -- 21 1882545.9682 6676229.9952 2208.70 `I \ EX57NG GROUND 22 1882591.2709 6676206.4407 21 . � 2 3 62 2 10 23 1882575.7767 6676180.6840 2213.44 �`:'Fe'X'�s^ •wgW i. W-�J--f•l �, y}i.,� .} CONC UNIiVG PLACED r .f _ ICO) 24 1882550.7451 6676175.0317 2217. 17 UNING ON FILL BENEATH EXISTING CMP OUTFALL ` -" - --- '' CONC UNING FLOWUNE PROFILE 25 1882552.2323 6676177.9824 2218.69 'q 16 { 26 1882555.5639 6676191.1933 2211,24 ! 27 188252 7.2 70 1 6676188.8576 2214.80 28 1882528.8800 6676190.4573 2216. 12 29 1882583.5514 6676172.1962 2216.97 1 30 1882587.3835 6676173.5562 2217.45 Z_ 31 1882588. 1691 6676168.0184 2221.00 32 1882583.8021 6676164.4690 2221.40 1882672,80 1 6676212.43 2241.44 CP-72 1 1882445.14 1 6676274.62 2204.55 i CONC LINING FLOWUNE # E r TRICK CONC LINING \ ` SON NOTES \ PLACE 1 -� CE3 4TN 2" N 0 STONE WORK FOR EROSION CONTROL � CO 0 WITHIN GEOTEXTILE FABRIC FOR EROSION CONTROL. TOE = 4. •t f QROF ESSIpy� t PROPOSED 7' BERM T 6 1.00' 2.00' 1.00' 01 W No. 54730 m r PROJECT ENGINEER Exp. 12/31/05 f REGISTERED CIVIL ENGINEER � - `q CONC LINING TYP SEC77ON` SCALE 1.2 `r�qJ C V 1� �P FOF LF ' GRADE`,,To\MCE EXG)7NG CONC CHANNEL Q PLACE STONE WORK FOR EROSION CONTROL\` REMOVE EXISTING K-RAIL AND SALVAGE DESCRIPTION OF REVISION DATE CITY APPRovEo: 1, 1 AS DIRECTED BY ENGINEER �,: � EXISMG GROUND J CITY OF RANCHO CUCAMONGA 3.00 PROPOSED GROUND -} ` LAYOUT3. ,- DR 2 ,�" " \� j�, a p� F 7 F R -- ----- -�'/ (-t,�) J) �Y� .'fir ..:. Lam/ /LSV -- i \_ ( t♦ - . 1 EROSION PR `------------------------ CONTROL OJECTS PROPOSED GROUND z� GRAPHIC SCALE APPROVED BY: DATE: 30.00' �' ' ' \ CITY ENGINEER RCE: 24953 10 o s 10 20 .o PREP DES PLAN PREPARED BY: TYPICAL CROSS SECTION REc r�ENOEo TTRS( BS IN FEET ) 1 inch = 10 ft.. DRAWN 22020 EAST FIRST ANA, IR 2705. SURE 400 SHEET BSSANTA (714) 83S-tlaa6 5 of 18 , 4t r :. CHECKED SHANNON WILUITS R.C.E. N054730 oRAwrr,G No. R: \ACAD\E7-Ravfne-Road\E7-Sheetl.dwg Dec 08, 2004 - 2: 57pm SW DATE 12/31/05 FILE NO 24e8 X 18 t i r BENCHMARK SURVEY DISK BM RF 16A 1989 IN ALTA LOMA AT' APRIICOT ST AND AMETHYST AVE SET IN TOP OF THE NW CORNER OF A 11'X6' CONIC CATCH BASIN 232.3- N OF THE CL OF THE ST. 45' 91 ! oly" E / 5 / r' .;• DE�lS RACK (TYPE A) r ; �!' / - En .ts 47. s 4F p • !• Q �for ,, -; ,rr 9 Al ''t 1 1 f { '£.:, �/ r„f•`Y q. p '+rlsr/rLt r 3; t�:.,. .. � � i . 12 Z is 14;/, "N"ll ' U _ w t Point Number Northing Eosting Elem on .. ._.. �, 1 1882587.5205 6677381.4753 2230.00 2 1882585.5233 6677361.1068 2230.00 3 1882583.5262 6677380.7384 2230.00 ` s A i" }'s E Q t ! r 4 1882586.3925 6677271.1103 2240.74 5 1882588.4161 6677268.1262 ?242.71 ; 6 1882588.4319 6677266.1262 2244.04 7 7 1882584.4218 6677267.3893 2242.71 8 1882574.6036 6677263.5751 2240.88 1000, 9 1882573.6800 6677379.0036 2230.74 t � 10 1882533.3840 6677487.0051 2240.78 11 1882543.9169 6677486.9454 2238.72 _ 12 1882547.2123 6677489.5562 2240.43 _ 13 1882547.9112 6677487 6823 2238.72 4 14 1882547.0856 6677484,1725 2236.34 CP-91 1882644.64 6677274.87 2259.96 CP-92 1881535.98 6677189.25 2151.97 r r'r,1 4� jr 2.00' 24.00' h 89.00' 102.00' 11.00' 2.W 2242.00 2242.71 2242.00 2240 6.00' 0 4' THICK ROCK APRON 6.00 22.38.72 QRpF ESS/Q /001 ' -- - - -- - - -- - - -- - -- -- - - -- - - -- -- -- - - - _ __ _ 4 THICK ROCK APRON 2230 -- -- - -- - - - - - - -- - - -- - - -- - - - W No. 54730 rr PROJECT ENGINEER Exp. 12/31/05 , REGISTERED CIVIL ENGINEER LL � civic-�� 2230.00 2230.00 J' 2210 OCA�� DEBRIS RACK (]yaA,I PROFILE CITY DESCRIPTION OF REVISION DATE APPROVED: CITY OF RANCHO CUCAMONGA "Your CUCAMONGA CREEK E-9 6Q090N CONTROL PROTECTS GRAPHIC SCALE APPROVED BY: DATE: A` CITY ENGINEER RCE: 24953 10 0 S 10 20 40 DESIGN PUW PREPARED BY: RECOMMENDED BS i ( IN FEET ) 1 inch = 10 ft AW DRAWN 5202200 EAST ANA, FIRST 2705 5�, SIXIIE 400 SHEET BS (714) 833-ema 6 OF 18 CHECKED SHANNON MLLO R.C.E. N054730 DRAwiNG No. R: \ACAD\Eg-DrKing-Range\E9-Sheeti.dwg Dec 08, 2004 - 2:38pm SW DATE 12/31/05 FIE No z 98 1'618 i 1 7 7 �7 LLJ co -4�4 14 L4 . ,14+9 tj 111 11 -7 -t-T t1+14, �ER r Li C14 0 z Lt L� LC) a- — CD 0 o LLJ I, lit -J co < Z C.4 LLJ lit -4�t it 4 < LA- L) 4 - 7; Tit + < Z V)L) 4- < lia- 4- I it T.4 0 T, 38 III rt m 1.1!-I zo LLJ J + z t i-1 1-:. 0 to < U- If J III < T MCI 03 z U- 0 !IJ! < 0 IT L) it LL. L.J LL1 S. 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Tit it it it t 4 :-LT t -_T _,T + u it+ 1IIfttt !+ r7, sstL + tIf4-trol fT, TtT, i;: 7 i-4' 4',..L,;4..�,4+ L 4 _4 10 ri C-4 fttit -Iti t It r + -.4 T T ft �l 1,57 j�4 r 1,4T t + i'4 L +r. r ti+�-44 4 7 ltitI ............... j,, t. r '"Tr 7 - ---------------- t4 T, ttT c 4- T4�_ tt4 4 LLj -13 DIX I z V, Iild tLI :j 7' I4i L411 t T' ----------------- AV Ile CID 7 sC*4 ItL tTt� iss+ ';7TI tllI1 +1++ z oA dits 1 + 5.00, .j/I t66 12 Il:1WZ*1Z I A31 00 L4 1.4 t4 4J ''4 �T tt (n tT tt4� -7 ttIltIr7l flt -�4 7 L L Its'7+ tT J, C., ao j41 J4 LO (0 41.0 (0 C4 CO 00 0:11 T, C4 cam N r`1 C40 c 00 to to 9 29 r*� Imr) son 11111) IIIt f Pit, 00 N. N I N CN 114 Ills.it:'Ij IN CNN INN (N (Oli, Olo 0) Ca 110 .0 CN tCN4 Cq 'N C%4 j r C11 11411:11 CAO �0 40 t .0 L 1 7 toil W) 116 4S W, r-, to r, 11411-1 to W*) to tio (10 (,0 In to j--j�T+-T T ltt t4ZI T,; q �.4!!'!',''. E (14 C14 eq CN N 1* in 40 rit, Ca C*4 1 T-1 4-+ 14- 114 fr f ;+ 4:' t.71 tT,"t It ft itL4 totT .4 f -I t ftll4+i 7 1 4-' 4 -4 tL-P s4 4.4 ilk -44444 L4 J! t: Ld 00+011, t0 0 t t f-r t1!7 tttTi- L41 ft1sr iTt"1 tIIt0 IftL;j L;j It < < j I 4 7 Tjj V) V) if7;T I!11 it 1., :7 I llV 141,1 f4— 00+# < It!;,H4 sir* UJ ts0 > T 'T t0 4 7+ BENCHMARK SURVEY DISK BM RF 16A 1989 IN ALTA LOMA AT APRIICOT ST AND AMETHYST AVE SET IN TOP OF THE NW CORNER OF A 11'X6' CONC CATCH BASIN 232.3' N OF THE CL OF THE ST. 8.50' 14.00' 8.50' 2220 2218.00 2218.00 21 1 215.00 2215.00 DEBRIS RACK OM B) PROFILE 4 CFrG 01 .J f T'! t g).* CON:" L sfi71E _ l 6 r r .S or' OF ;i";e civ�?. A 14 J441 FT E tit-, rte • - - w'F r.F 4r R'•� T_lk cls ,{.� �- -- .._ - .1C f T,R 7u t.• E � t`l v.z8 .,e I ! Point Number Northin Fastin Elevation �`! I 1 1882285.9661 6677984.9356 2217.47 . r IF .^�C _ 2 1882284.3081 6677981.6951 2218.00 1 f t 3 1882282.8464 6677983.0602 2218.00 F r fFr 5 I 4 1882303.7118 6678003.9380 2217.47 ' ° ° i 5 1882304.0048 6678005.7168 2218.00 '� .,. o.. '4 . " ' o I - 6 1882305.4665 6678004.3518 2218.00 ,F ° ° ;, ,, 4j° t 7 1882298.9341 6677998.8220 2215.00 8 1882289.3788 6677988.5899 2215.00 F ' 8 ° CT E� n1t MS RACK CP-111 1882204.86 6678037.69 2209.46 CP-112 1882254.74 6678260.14 2294.36 RACK' lyti,.�..r 18 ,rf . \ ,c� 11 ilk 7•a{ r _.f�,. .� •.,. �- r-: c.,1,..y,• � vr tF;!r ;gt a.r . PAD Lftb. r f (, ¢; .�//i FFt., 2' 9L.J55 1 �� A777\\' "1,U ' i?:, 1�/VJ/II�V �7CJ10nHLl ^� i ~` fi rFr.K. QRpFESS/p lr I 1 L c.,,_ :r.. ti AZ <<i�y� No. 54730 W � Sf3'F. t { PROJECT ENGINEER Exp. 12/31/05 ,>�c REGISTERED CIVIL ENGINEER J�. CIVIL OF KMOS RANCH RM DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA UIYO(!T . N KINGS RANCH DEBRIS RACK E-11 iNO-90N COMMOL JW0fiFM GRAPHIC SCALE APPROVED BY: DATE:<�-1'6aILL CITY ENGINEER RCE: 24953 to o > >o 20 40 DESIGN PLAN PREPARED BY: RECOMMENDED 1 ; 1 BS • Q1A" Set So*-ibe ?; on CB 1 0�2 1887204.86 ( IN FEET ) DRAB 2020 EAST FIRST STREET, SUITE 100 67807.69 1 inch = 10 ft SANTA ANI. CA 92705 1=;e 2209.46 1.1 BS (714) 835-MM 10 OF 18 CFIECKED SHANNON VW Lff5 R.c.r ,b 54730 DRAWING No. R:\ACAD`Eif-Orange_arow`Ett-Mee".d►g Dec 08, 2004 - 2:17Pm f SW DTE 12/31/05 FILE No X88- $018 EARTHWORK QUANTITIES FOR THE PROJECT ARE AS FOLLOWS: LIMITS OF GRADING 837 C.Y. GROSS CUT 168 C.Y. GROSS FILL F- - / J ty 0 Ali—01 SCALE: 1 "=1 0' AWcq Atli> %OM �kW5 0 5 10 EXIST. FENCE COD CONSTRUCTION NOTES & ESTIMATE OF QUANT ITIES LIMITS OF GRADING INSTALLDIA. C.M.P. (14 (2) EA. 84 -GAUGE, 5x1 CORRUGATIONS) WITH 100 LB (15" DIA.) GROUTED RIP-RAP. 139 L.F. Sl Zr INSTALL HEADWALL AND WINGWALLS PER CALTRANS STD. PLAN D90. 71 LF. 6 % H INSTALL 1/4-TON (32- DIA.) RIP-RAP WITH GEOTEXTILE FIBER (TOE=4'). 2600 S.F. IA. Koft At*t INSTALL 3* THICK A.C. PAVEMENT OVER 95% COMPACTED NATIVE. 700 S.F. 91- REMOVE EXISTING 60* DIA. C.M.P. AND SALVAGE TO CITY YARD. 42 LF. INSTALL METAL W-BEAM BARRICADE PER CITY OF RANCHO CUCAMONGA STD. PLAN 131-8. 178 LF. �. / i / / ` _.__ - L b�r2a t�1s � TD CONSTRUCT CHAIN LINK FENCE ON TOP OF HEADWALL AND WINGWALLS PER eiff OF RANCIW CUCAMeNft SfB. PLAN 0091 71 LF. 611-5L "Z' COLD PLANE EXISTING A.C. PAVEMENT AND OVERLAY 0.13' MIN. 1100 S.F. durrs 0F1 GRADING c R^t&i L-#,%jK r_rW(r&:7' r7j5-rZ " rLCFC_ S PC-Ct A L rj%^i to -t+ I Izo Zkf ACT-UAL- L0CXT799rN TbV%E C.0C)RD1*-4PrTW1n \." irI4 rL_cpmf_i c cp%4Tit cL__ 01--r-it ter- IN Fl�Lc) THE ABOVE QUANTITIES ARE NOTED ON THIS PLAN BY THE ENGINEER SOLELY AS AN ESTIMATE OF THE WORK REQUIRED FOR THE PROJECT. THE CONTRACTOR IS HERE-13Y NOTIFIED TO PROVIDE A h BID BASED ON HIS OWN DETERMINATION OF QUANTITIES AND A COMPLETE JOB. 10 59 F .�. p h i 1 i N / REMOVE .AND RE-INSTALL EXISTING MAILBOX 7 f. A. 2 P. 2108-93 s. L 2 rj 0 M FS CD 2. 61 R C�- 9 I.=z 0 GROUTED RIP-RAP GROUTED RIP-RAP Y. 6.5 ALD AVE NOTE: N 7 V.I. 105. 4 ROADWAY TO BE OPEN AT ALL TIMES DURING 4' CONSTRUCTION O A 9(r ALMOND AVE n An LIMITS'OF GRADING 6 S. 6 Z�7 It 41 C.M.P. CULVERTS DETAIL NOT TO SCALE . r ,:_ :. —,�_� 4 0 5 WAY. to /-7, 3 LIMITS OF GRADING / J O ! < /�� .. \ 2 Am PWNGC-- PclS ZIAO WN AAeP &-Aj-C)% 1p-q REDESIGNED WEST CULVERTS - THIS PLAN SUPERCEDES ORIGINAL APPROVED PLAN br. Don Guerra & Associates y Crry DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA 3 Rancho Cucamonga Erosion Control Project E - 13 Demens Wash West Culverts IN 'e%0FESSIO J! /�! / l J! t / i tt % i 1 ; V E 4 ( i ;i i / ` ►. l ' 1 APPROVED By DATE 7Q�7 LVJ !', - U YE ENGINEER R.C.E. No2 M 4953 rn R.C.E. 29 24 X DESIGN RECOMMENDED IN DGA Dan 6t4epwl V DRAWN SHEET IN GA ASSOciate-S OF 18 CHECKED 10271-B TRADEMARK STREET DRAWING No. / / +, r V RANCHO CUCAMONGA CALFOFNA 91730 CITY PH MW W4= W MW 941-16M 2018 /IN\ i i i i EXISTING GRADE L 1 c 6 6 4 4.85% 15� U 2 it 2 PROPOSED F.G. EXISTING GRADE 1 CUT C.M.P. TO MATCH ADJACENT 2:1 SLOPE / 5.00% � 3 / PROPOSED F.G. 2 / 6.9% 30' CONSTRUCTION NOTES a— INSTALL (2) EA. 84" DIA. C.M.P. (14-GAUGE, 5x1 CORRUGATIONS) WITH 100 LB (15" DIA.) GROUTED RIP-RAP. 2� INSTALL HEADWALL AND WINGWALLS PER CALTRANS STD. PLAN D90. 3�- INSTALL 1/4-TON (32" DIA.) RIP-RAP WITH GEOTEXTILE FIBER (TOE=4'). 4�— INSTALL 3" THICK A.C. PAVEMENT OVER 95% COMPACTED NATIVE. 6 INSTALL METAL W-BEAM BARRICADE PER CITY OF RANCHO CUCAMONGA STD. PLAN 131-B. EASTCULVERTS PROFILE z CONSTRUCT CHAIN LINK FENCE ON TOP OF HEADWALL AND WINGWALLS PER t "- ' H RI . 1"=4' VERT. P E I2 C/a�TI2C►�S S7b P-4 PROFILE SCALES: 1 0 Z Co N S-r R vc r C f+^[P i LINK F Ic Nc F Pc-tz 513Gq--C. 5 PC-U A L p%.J e7 j r 1 A�ClVAL LOCAnoN +D V!,,� CoolCi�irVt�itQ WIt1-4 FLddi� C ON�20L LISZSCICT IN FIE_L_p z Ip I EXISTING GRADE 6 4 6.50% 2 / EXISTING GRADE 2 1 PROPOSED F.G. / 1 CUT C.M.P. TO MATCH 2 'd-w a.N f-IC- �E Ne C' S?D c N -tp?or 1.�I r#V& w w�.y ib FrcNLE AS 5"D�VJw1 MEP (e-°1-06 64-0s 40 ADJACENT 2:1 SLOPE / REDESIGNED CULVERT AND GRADING PROFILE - THIS PLAN SUPERCEDES 9,917 2 Q ORIGINAL APPROVED PLAN by: Dan Guerra & Associafescrry DESCRIPTION OF REVISION DATE APPROVED TY OF RANCHO CUCAMONGAPROPOSED F.G. CI 1 1.39 3 honcho Cucanionga Erosion Control Project EXISTING GRADE E - 13 Demens Wash t-67-OT Culvert Profiles O ggof ESS/ON7 c APPROVED BY: DATE �/ " �GGI 24953 rn rn CITY ENGINEER R.C.E. No. R.C.E. 29224 DESIGN RECOMMENDED DGA I)Qn GuerQWEST CULVERTS PROFILE DRAWN f SHEET "_ RI 1"=4' VERT. F of CAti - C7C ,�$$OG�Q 1 eS PROFILE SCALES: 1 10 HORIZ. DGA 13 OF 18 10271-8 TRADEMARK STREET CHECKED DRAWING No. RANCHO CLrAMONGA CALIFORNIA 91730 CITY PH(909)997306 FAX(909)941-1529 2018 BENCHMARK METAL ROD BM X 1445 FOUND IN ALTA L AT HERMOSA AVE AND BANYAN ST 259.2' F THE CENTER OF THE ST 40.7' E OF L OF THE AVE 79.7' N OF THE CENTER OF A 8.9' S OF A FENCE CORNER. .- - I ��---+• li''yi LI.i4'E f t•k: C•F '•�F`E 7 • 313 . ii 1 'E (,� r P�;fVF'J I� 110 1'f 5 v ��_ WING'WACL. LAS: % _ � , 14 .� `•� � �• 8.02' ",yam:. MN56L T WALL & S PER CAL MNS STD .80' ` - . Lovo 2-72' CHIP L! 1 '�,. .. _---- -_ ___- s may{ �•pEN/�H AND 131 2 �*.t -- ? PER CITY 120 13A Set PK iri1 x} EXISTING c�.. YC MG/�I - 07.34 t f ie.iE �`� ?8 COLD ANEL EXISTING AC PAWAW ` \ \ 1 PAVEMENT W Tht AREA - ovERur 1 AC *rte sLIVE 1 � ` Q PLACE 32- �1/4� MIN MW WORK FOR EROSM CONTROL If"IN GEOMME FAMC FOR EROSION CONTROL. TbE = 4.00' _ - l Q PLACE STONE WORK FOR ET Mt* . NOTE TO CONTRACTOR: AfMCAIN ACCESS ALOMG AUM AVE AT ALL TIMES Point Number Northin Eastin Elevation �' { 1 1881577.9 i 60 6682855.8690 2098.79 + 0 ► 9 2 1881579.2120 6682851.0398 2098.79 3 1881583.8280 6682848.3772 2102.15 p 4 1881589.7557 6682853.8694 2101.08 � p 5 1881584.8269 6682862.9006 2100.71 f p O QROF ESS/p 1881605.7346 6682868.3196 2105.09 f - N T W7 F 7 1881606.1809 6682882.2834 2107.25 y^ 8 1881592.2501 6682883.1437 2105.04 / W N0. 54730 r^ 9 1881578.0348 6682877.3024 2104.2 20.00' +� ` ,� �.�. PROJECT ENGINEER � i :F7 f0 1881579.9973 6682872.0219 21 i " R I Exp. 12/31/05 4L 11 1881574.0280 6682870.3563 98.79 % REGISTERED CML ENGINEER 't -, .f�' CIVIL 12 1881575.3240 6682865.527 2098.79 S ,/ �`"r f f f a ^ ,= � TOE 13 1881518.3441 668283 6 2094.95 ; k 7 r CA1- 14 1881515.7521 6 5399 2094.95 - CP-131 1881555.07 82903.07 2107.34 I is :. , '.. � / PY �!'l,.�• 'i 'i My DESCRIPTION OF REVISION DATE Dc _ ! CITY OF RANCHO CUCAMONGA , _ urour DEMENS WASH E-13 j t , • •�. - - - r Be MRO[ rROJK"T 5 GRAPHIC SCALE APPROVED BY: //j�!�`` � DATE/�7� - _ CITY ENGINEER ���c.r tlClit RCE: 24953 10 0 8 10 20 40 i l n 'xt i DESidi PLAN PREPARED BY: RECOMMENDED Bs � ( IN FEET ) URS ". 2_M ;= DRAWN 2020 EAST FIRST STREET, SUITE 400 1 inch 10 ft. p SANTA ANA. CA 92705 ./ BS (714) 935-OW OF /8 CHECKED SHANNON IMLM R.c.E. m054730 DRAWING CAD\E13-DoubtIe_wcsh\E13-Sheett.dwg Dec 08. 2004 - 2: 16pm SW DATE _ 1,Z/31105 FILE NO • 'Yolk ri�E � Q�Y�Sfo� . 1 . 1 1 BENCHMARK \ METAL ROD BM X1445 FOUND IN ALTA LO HERMOSA AVE AND BANYAN ST 259.2' THE -- _ CENTER OF THE ST 40.7' E OF TH OF THE AVE \ 79.7' N OF THE CENTER OF A 8.9' S OF A tr F FENCE CORNER. ter \\ Poi mber NorthingEastin Elevation r7N0 flh:.! \ Ek. :1!8.'a 15 1881552.2098 6683092.4628 2103.12 16 1881555.3781 6683088.5949 2103.12 17 1881564.3249 6683087.7055 2107.56 r-G) oStKI' 18 1881569.4194 6683100.0968 2106.71 ` \ E" 19 1881613.3986 6683136. 1227 211793 20 1881622.5495 6683156.5455 2121.87 21 1881600.7248 6683151.5944 2117.93 22 1881556.9033 6683115.6977 2106.75 \ 23 1881543.6109 668,3113.1853 2107.64 \ 24 1881542.7044 6683104.0666 2103.12 25 1881545.8729 6683100.1987 2103.12 00 26 1861512.1256 6683053.2027 2100.78 21� 27 1881508.8591 6683056.9518 2100.77 28 1881502.5222 6683064.6877 2100.77 J � 29 1881498.4726 6683067.8339 2100.73 _._._,.�X. r"tJr►s • € .•� \ \ � _ ,. �; 30 1881465.6948 6683015.1301 2098.26 - \ -� _ 1 ' , >). - , ; -.__.` • ,,\- ' CP-132 118811421.389 W830J 1.6831170.158 209..32 �. --PER CkTRANS STD .DO ; \ \\ SWEIT EX/STING`PAVEMENT 2-72' CHIP 56.b4� ��- -_ TRENCH AND REPAIR PER CIT)' STD 1'99-�4IZ0 �• �`• _� ; RREPLACE/'J4`MEET SECTI M�4s17u �\N7WG11AU , 1 NOTE TO CONTRACTOR: MAINTAJN ACCESS ACOMG ACMbIVO AVE AND AMETHIST ST AT ALL 11�1E5 - 1 f 7i= •a - '` `•\ It � _ Y, r- � I of / �4��``,�> I J / 1• -- PLACE 32" 1 4 TON STONE NORK FOR EROSION COMM ID PLACE IIORK4' ERiDsI C�ONTROC �;�� r. a N7TH1N GEOTFXTILE FABRIC FOV? EROSION CONTR01:. TOE = 4.00' COLD MILL EXISTING AC PAVEMEW & Al S-39 ltih.• ... t' m 'r s ',�:. 1 _ 110r 0' S,. I ' OVERLAY 1 1/2- AC PAA TIENT IN TEAS AREA r�ASS......_ 1'02.91 ' 1• '!' 1, �'- / Q ' `. to r .. QRpFESS/p w/ T'N f Tr r \,LOVE l,rir 211'! . .rrr 1 ,k. 2: •:�t .� �.� , '�, No. 54730 r^ PROJECT ENGINEER . . � f:, •, . s,-- - � Exp. 12/31/05 � REGISTERED CML ENGINEER 31 A ! F:M't= ),P VFNEN• % FIC. . '+5.3t r Jam,/ O` L/I1� iIS t Ef" 1 1 •{46.7 •/. �.; , ,' �' .. �` 1':1 ..-_....-._. l' �//- _ " I DESCRIPTION OF REVISION DATE Wim: r , }1* 1 J't•` l rare J sr CITY OF RANCHO CUCAMONGA LAYOUrDEMENS WASH E-13 it i OL fw0jFm ER / GRAPHIC SCALE APPROVED BY: DATE:/���� CITY ENGINEER (CGr RC 1 to 0 S 10 20 +o E� 24953 DEMN PLAN PREPARED BY: RECOMMENDED BS Fie- 21c 1 ( IN FEET ) STREET SUITE 100 4 +� :��' ;« 1 ,, -/; :,:,,_ 10 DRAWN zozo EAST FIRV r T c- .o = ELY 1109. , 1 inch ft BS SANT ANk CA MS 18 i.9rif _ J _. ..c` .t, s•ii EK*: l..t_h: CHECKED SHANNON MLUTS R,C.E "0 54730 DRAWING ACAO\E13-Doubfe_Wcsh\E13-Sheet2.dwg Dec 08, 2004 - 3: 1Opm SW DATE 12131705 � No YDlp 4KE (fifertwx ouu{ � + T J� TrT,rl r 7 1'IT IT T: _T7 T 7 T V) (n L > P. t 4. 4" tl t,i;Tl4j-1 4 r -4 m rn 44 4� _Ll i 117, j 7� T 7:i 44 -r 4-r 4--4 T 1 1. . . ., I "-- - t I I T �414-j;I-Lj .4.1 ImI4.-LI. 4�j4�TiI[ _Iri _r"�`17, P!W! !I,. I It m 4 1:1 1!! , _ , : I R-r! 00 i ;i 1, 11 .. ill, 11, 1 ,''; ,,''1,i _!!: ,I ,, tit'll"i'll. 'I I' T-1 4T: Li L L it I,i 7 4�4 -:41 T r 161 1 fit fit Tit If !it 4 Y'r If if; I; J;; if .41 4 it If 14 im IT '44 It It!I� 7 17r 14 + 'IT' 4 + I 7.�, :I;:!r ,*-1 ''I ! r7lf + :T t 'T rT +_L1 _T it if if ;it T ijx r I-T +tt t4 f �jf-j+ .4- t4 4 1-4 If; I p if 4 17 + 1!; If 44 it c 4 t71 � LL fIt 1 If 41.f+ i-i,4�,T+t " 1.,; fI ItT 4 4-: L rT 4' +4 fit, T j tT 17 T rT4 Tf4 ......if 200f 44 T;lit Ill It +4 +"� 144 4 T�t4-: 4-�T +t 1 7 T L TF T I T +1 'T 44 L 'T t4 iff-4 +4 tfI T fit tIT 4 T1. it. fL f7- 4 7 .1 LL _L +.+ L 44.L.1 4 t4 I I+� 1-! i_�H,+ + -4+ L Ti IT .7 ift It -T T�+ 7 T,I 4. + t�4.II'�Tt, I T + 4. + +-I T+i jjA�t* �T T L LI TL -T 7 "T *4,+r -T -4 t4 + �!! ;j! �L: �4_:1 +4� r ..11 +4 fI I + 4 14.Ll 'T T +:L L 4 L4 +11 1-t t-,i 7 +11 '4' 444 44 IT ,I: . I I T", TT W + t t_� r+ t t 7 .4 rH p 4. 144 f I7-f It T 1`1 T-` rT �4 t4 T -4- +t1f�4+ + 4-4- f4. + '.L�L t.�_L 1j L + ft4l 44 t T-t T4 14; IT I rT 0> 4tt T rn 0 fm 0(, L m M '74 T z m 171 Tri V) z 0 ;o 7 M 14 L; rn z r4 4 t4-li- r T Jill 4+ 7t ttt,,+ :I i I _T1 ;u _n 0 z rri rn rn L z r I T �7 .10 !J+ > 0> t m r Z > L r IV) c4 1 "IL 4 1f4, 171 f;I . I ;I ,I. ; i 1:1!I, -i__77; -T ....................... I11'. i T III rn 8 t47 �4 _rT 4 +1 14, r M rn ri;f t PROJECT SITE DAYLIGHT A7 A —5'--VARIES: 0' MIN. VARIES: 0' MIN.— 5' 29' MAX. 44' MAX. - -A-- k , S", i�t, DAYLIGHT UY " EXIST. GRADE DAYLIGHT 2:1 max. SLOPE zv 0 2:1 max. SLOPE 4: EX IST. GRADE 2:1 max. SLOPE AT' IW v BAR 0 18" O.C. TYPICAL) in N N.T.S. I X ANN. 1% MIN. �1 3. c1r. 0 (TYP. — 1__ ,, / v EXIST. K-RAIL BARRIER 4� Af it WAP k jy_ SECTION A—A SECTION B—B V. lilt NOT TO SCALE NOT TO SCALE 2 - ot v w law W!, tl w X K, low, UA EXIST. GRADE 41 DAYLIGHT vv EXIST. CATCH BASIN yr] PROTECT EXIST. TREES IN PLACE L'\EXIST. S.D. PIPE VICINITY MAP 1 2:1 max. SLOPE GRADING U S NOT TO SCALE GRADING LIMITS 4 2:1 max. SLOPE cal DAYLIGHT 4 C7 - PROTECT EXIST. WALL IN PLACE- 3 2 lb W) —5.Ll C-4 (2-259'b) -4zb SAWCUT EXIST. TERRACE DRAIN TO A CLEAN EDGE B AND JOIN WITH PROPOSED TERRACE DRAIN SECTION C—C Ilk AL. \224 NOT TO SCALE Jf& 14 ti 214 loll ....... ------- 2.25' —1'--2.75 if F.S. U0 . k.- - . - - - . _- GR.BRK. 22 .00 —— --------------- IAN Uf fiiSi. DRAIN AND JOIN WITH PROPOSED TERRACE DRAIN A 000, ------------ A c 0.59' CT UNT. RIP-RA F W Puc 6"x6w W1.4xW1.4 L EXIST. S.D. PIPE WOVEN WIRE MESH 7 twit TERRACE DRAIN DETAIL F.S. O 22 6. 6 .............. NOT TO SCALE GRADING MITS — --------- Plot ix bRADLE DRAIN S. 'X CONSTRUCTION NOTES & ESTIMATE OF QUANTMES INSTALL GROUTED RIP-RAP (100 LB, 15" DIA.) PER S.B.C.F.C.D. STD. DWG. S.P. 1968 ("D"=4', "d"=O'). 5500 S.F. (290 TON ROCK kr C.Y. P.C.C.) 175 INSTALL TERRACE DRAIN PER DETAIL HEREON. LF. GRADING LIMITS Of INSTALL 6' ROUGHT IRON FENCE. FENCE DESIGN AND COLOR SHALL MATCH EXISTING WROUGHT IRON FENCE. 13 LF. 0 CONSTRUCT CUT-OFF WALL PER SECTION A-A HEREON. 84 LF. p THE ABOVE QUANTITIES ARE NOTED ON THIS PLAN BY THE ENGINEER SOLELY AS AN ESTIMATE OF 40co IfILLVJAI rpdldp rk*O fufa"APT) SCALE: 1 "=20' THE WORK REQUIRED FOR THE PROJECT. THE CONTRACTOR IS HERE-BY NOTIFIED TO PROVIDE A BID BASED ON HIS OWN DETERMINATION OF QUANTITIES AND A COMPLETE JOB. v C 0 10 20 DESCRIPTION OF REVISION DATE APPROVED t , CITY OF RANCHO CUCAMONGA Rancho Cucamonga Erosion Control Projcct Barret Basin - 14 v ROFESS/0 APPROVED BY: DATE EARTHWORK QUANTITIES FOR M PROJECT ME AS FOUDWS: \_ E. G(1, < CITY R.C.E. No. 24953 P, DESIGN RECOMMENDED CONSTRUCTION BENCHMARK: 201 16*7 DGA Dan 6t4e-PA'ha 825 C.Y. GROSS CUT 0 C.Y. GROSS FILL rn R. E. 292 4 X I E� CHISELED "X" NEAR NORTHWEST CORNER OF CONCRETE DRAWN SHEET SPILLWAY AT SOUTH SIDE OF DETENTION BASIN. CIV OF DGA & Associates 14 OF 18 ELEVATION: 2223.81 OF CACHECKED 10271-B TRADEMARK STREET DRAWING No. RANCHO CLCAMONCIA CALFUM 91730 CITY PHM96743M FAX(M941-1w M18 N BENCHMARK METAL ROD BM X1445 FOUND IN ALTA LOMA AT HERMOSA AVE AND BANYAN ST 259.2' N OF THE CENTER OF THE ST 40.7' E OF THE CL OF THE AVE 79.7' N OF THE CENTER OF A GATE 8.9' S OF A FENCE CORNER. • - � r�v: >:.ti>- iter 'c. . . r•Y: OF C "� _ :1 . 3 _ .. - .. ! .. b7. _ res,• EXSTM GROUND jrr4.i ------ 6 -------- 914011- (A PROPOSED (ROUND FQS / VARES - - flee 2!?'y•Ei - , sF.:, 1, / .. G-rf • h-Q` / - 14SR VAI A ' •SNC i r• -A - - ala �I'.C•2 /td4 I jpv WIN CROSS SEMON CEff LM 2100 ry C GROUND 1 ( !16.41 • .'- ._.._. - .r _ (T3£ -Jr S:!'s( jjt / r. C•bS.4S -------------- ---- 2090 __---- -------------------- 172. ----------------- 178 set 'Acg Nail fi ----------------- ' 183274,67 Iiy? i -..R l - ' ' ' -- _------ - >�: x 9 2080 _ PROPOSED GROUND E+r ..�:7:w� j N 6687401.78 , , 11(f CO - Elev 2087.69 rk ' ! 4 t 2070 71 0+00 1+009 j t 105 E l SIC`- i E ' r-r 2ST7i' .7 5P MCI IREES twu 'i I' / / QROFESS/O b.;r RE1tIOVE 6' `1 T Fy MUDE TO`Dfn571NG �e Cv�, �``\ -caxr t'` / W No. 54730rn Ce PROJECT ENGINEER T b6 as T'o r.: --ore Point Number NorthingEostin Elevation � Exp. 12/31/05 � 1 1882439.3569 6687525.6538 2098.76 REGISTERED CML ENGINEER - ! -- 2 1882327.1215 6687488.8784 2089.00 i + 2 3 1882341.8790 6687465.7520 2078.54CA`\F ` 4 1882364.8812 6687481.0530 2082.00 OF 5 1882398.3717 6687494,5330 2087.00 ° 6 1882426.8635 6687506.0808 2090.00 7 1882426.0529 6687521.2945 2097.67 - _ ,qY :•185!7_ ' -•'-� ' 8 1882396.5940 6687511.6419 2095.52 DESCRIPTION OF REVISION DATE APPROVED: 9 1882361.9085 6687500.2768 2091.85 • i ' f0 1882447.5018 6687500.8496 2090.98 CITY OF RANCHO C U CAM O N GA 4~ CP-171 1882195.89 6687401.27 2076.85 • CP-172 1882 74,67 6687401.78 208711 3 _ LAYOUT ' CP-173 1882779 05 6687661.66 2133.33 N NEC HERMOSA AND SUN VALLEY DR 7 . E16 EROSION C�ONTRoc PROJECTS IEcrs GRAPHIC SCALE cmRENGINEBY:EER l�Gc G'�i � RCE 24953 10 0 f to 20 40 DESM PLM PREPARED BY: RECOPOENDED BS ( IN FEET ) URS DRAWN 1 inch 10 tt 2020 EAST FIRST STREET. SUfTE 400 BS SANTA ANA, CA 52705 c (714) M-ftsa 15 of 18 CHECKED SHANNON WILLITS R.C.E. x,54730 DRAwm6 No. R:\ACRD\E16-%er\E16-Sheet1.dwq Dec 08, 2004 - 2:07pm Sw DATE 12/31/05 FXE NO �-1� a BENCHMARK METAL ROD BM X1445 FOUND IN ALTA LOMA AT HERMOSA AVE AND BANYAN ST 259.2' N OF THE CENTER OF THE ST 40.7' E OF THE CL OF THE AVE 79.7' N OF THE CENTER OF A GATE 8.9' S OF A FENCE CORNER. 2.00' .300' 25.00' 25.00' 3,00' 2.W 2130.502,130 f f, - 4.50' 3.OrT 2151.00 2130.00 4' THICK ROCK APRM7IV 4' THICK ROCK APRON La 2120 1] 11 It t 212250 DEBRIS RACK (TYPE A) PROFILE 173 Point Number NorthingEostin Elemtion 17C Set 80d Spike 1 1882744.7745 6687746.5898 2122.50 7 1682779-04 2 1882742.9412 6687745.7161 2122.50 6687661.66 3 1882741.1079 6687744.8424 2122.50 E lev 2133.33 4 1882751.4478 6687722.4969 2130.00 5 1882752.2486 6687719.6058 2130.00 6 1882752.7824 6687717.6783 2130.45 7 1882748.5820 6687717.8583 2130.00 8 1882740.0886 6687711.6287 2128.41 _ 9 1862732.0807 6687740.5401 2120.71 10 1882714.6673 6687764.9691 2131.75 1 7Gl1 11 1882724.8554 6687767.6428 2131.00 R y 12 1882727.3612 6687771.0188 2131.86 r 13 1882728.5220 6687769.3902 2131.00 t � ],•4r V �� t 5 14 1882728.4301 6687766.0736 2131.00 F . c7 f K 4or` F ,i 4 ,, .r,w CP-172 1882374.67 6687401,78 2087.69 CP-173 1882779.05 6687661.66 2133.33 7 2 v F ,� ..cmc �.r f' "itis v 9 s o Qly v ESS/p, 1 No. 54730 PROJECT ENGINEER Exp. 12/31/05 REGISTERED CIVIL ENGINEER P CIVIL � CA��F� 447' DESCRIPTION OF REVISION DATE COY APPROVED: CITY OF RANCHO CUCAMONGA LAYOUT N NE OF HERMOSA AND SUN VALLEY DR E-16 N" os►oly co a �o . �crs GRAPHIC SCALE APPROVED BY: DATA CITY ENGINEER ���L RCE: 24953 to o s to :o 40 DESIGN PLAN PREPARED 81! RECOMMENDED BS ( IN FEET ) �� 1 inch 10 ft~ 2020 EAST FIRST STREET. SUITE 400 SHI BS SANTA MIA, CA 52705 �f •7 (714) 835-ONO 16 OF 78 CHECKED SHANNON WILUTS R o_L N054730 DRAWING No. R:\ACAD\EI6-Riser\El6-Sheet2.dwg Dec 08, 2004 - 2:06pm SW DATE 12/31/05 Fns No i BENCHMARK METAL ROD BM X1445 FOUND IN ALTA LOMA AT HERMOSA AVE AND BANYAN ST 259.2' N OF THE CENTER OF THE ST 40,7' E OF THE CL OF THE AVE 79.7' N OF THE CENTER OF A GATE 8.9' S OF A FENCE CORNER. 1 1 2.00' 28.W50.W 2.00'• - • - •ae: ?:,:t.bI .CIN. jU:ri.ESE> .�. 1771" -- - •'• RACK (TYPE A) Exlsting f urd .300' 3.00' 2 1 12070 2068.30 - - - -- -- - - 2068.J0 ' 2067.00 2067.00 4' THICK ROCK APRON 4 THICK ROCK APRON i.G e 5a'•F. {!S Oar BEd:* F , } I , DEQ RACK (TYPE A) ELEVATION 4 l \ 1 ,n,1 _ ,•`ai Y f 5 ':c•M:Siw f V. 8 j • ` i EXISTWG HEADWALL i - � t ` 175 Point Number Northin Eostin Elevation • - 4 i 17 Set 60d spike 1 1882266.1595 6687113.2622 2067.00 ---_--_--_---._" 1 Y-} _-} -_-_----------______.____-...--_----------_.---- 2 1882268.0426 6687111.5793 2067.00 55.59 3 1882264.2764 6687114,9451 206700 F Dov 2071.70 4 1882243.6350 6687102.4157 2067.00 5 1882241.9443 6687099.0119 2067.00 6 1882240.1424 6687098, 1442 2068.30 7 1882239.9197 6687103.2164 2067.00 8 1882233.7791 6687111.3585 2069.49 9 1882256.2058 6687122.1578 2066.60 10 1882271.8594 6687166.8893 2069.82 i 11 1882280.6375 6687161.6985 2067.00 12 1882285.7028 6687162.0449 2068.30 17 1 13 1882285.0422 6687160,1571 2067.00 ALMOND AVE 14 1882281.8490 6687158,0962 2067.00 CP-171 1882195.89 6687401.27 2076.85 CP-174 1882153.77 6687140.19 2073.25 CP-175 1882216.16 6687155.50 2071.70 :�:] QRpFESSIp CONSTRUCT]ON NOTES p T W� F ---�' Q PUCE 32. 1/4 TON STONE WORK FOR EROSION CONTROL WITHIN GE07L�XJTLE FABRIC FOR EROSION CONTROL. TOE = 4. No. 54730 PROJECT ENGINEER Exp. 12/31/05 'I REGISTERED CML ENGINEER CIVIC 7 AF CA��F _ 1 I 174 CITY ��{{ Sci 8p ,�qq DESCRIPTION OF REVISION DATE lz.R2� 77 20-3. 5 CITY OF RANCHO CUCAMONGA ' �6�v 2r�i3.25 i i "YOUT N ALTA LOMA CREEK AT ALMOND DR EXISTING HEADWALL co E•17 JA 1 tow I R09ON CONTROE PRO AM COW PAD 1� 5.00' ,� ;' ��,, GRAPHIC SCALE APPROVED BY: DATE: CITY ENGINEER RCE: 24953 to o s 10 to .o DESM QC RM PREPARED BY: REC tD ( IN FEET ) Um I inch 10 ft DRAWN 2020 EAST FIRST SET' SUITE 400 � Q PUCE STONE *MK MR EROSION CONTROL BS (14)M �2'os 17 of 18 - - CHECKED w SHANNON W/LL/n R.c.E No 54730 DRAWING No. 11 R: ACAD\Ei7-Horse-Trcdl\E17 Sheetl.dwg Dec 08, 2004 2:05pm DATE 12/31/05 � NO X188 � o A B C SCH. 40 STEEL PIPE RLLED W/ CONC 2.50' 10, Tw CONC D V e °. ; � , D a ' • • • , • . ep C SCH. 40e ?.00' 2.00' TYP STEEL PIPE p e dD RLLED W/ CONC e e . D o► D ° e .p D o, e o too 4.ooh. ° ,D .p • •2 ' • p p p ' . ° e • p COW , ' . p D e, D D eP 6" SCH. 40 6.00' p D e• STEEL PIPE . D. , 84CKBRACE • 10.00' . p p D • e 2.25 a d.00' p . npASu U. p. 2.00' :D p • 4 [> D TYPE B DEBRIS RACK ELEVATION TYPE B DEBRIS RACK CROSS SECTION D 2.00' ' i TYPE B DEBRIS RACK PUN DETAILS TYPE A DEBRIS RACK PLAN DETAILS TOP RAIL TDP RAIL 1/4 TON STONE WORK FOR EROSION CONTROL PLACED A WITHIN GEOTEXTXE FABRIC FOR EROSION CONTROL B 6" SCH. 40 6" SCH. 40 TYP STEEL PIPE TM STEEL PIPE FlLLED W/ CONC num W/ CONC TOP RAIL o QROf ESSIp Z COQ No. 54730 d7SCHS ££ .40 CONC PROJECT ENGINEER 1/4 YON STOW WORK MR EROSION CONTROL PLACED 1/4 10N STONE MURK FOR EROSION CONTRA REGISTERED CIVIL ENGINEER E 12/31/05 PLACED `!�9T CIV 1 L WITHIN GEOTFXTILE FABRIC FOR EROSION CONTROL WITHIN GEOTEXTILE FABRIC FOR EROSION CONTROL. FIELD WELD, F of CAL�Fc ' COAMNOUS ALL FLS, FLOW — AROUND O JOINTS (rM) v v A d-4 d a DESCRIPTION OF REVISION DATE CITY • - aQ v d APPROVED: • . • 4d• o v v o 0 0 0 v CITY OF RANCHO CUCAMONGA CAP AND 4.00 4.00' WELD ENDS OF TOP RAIL d ° d •e v• DETAILS d • a ' ' 4 TYPE A & TYPE B DEBRIS STEEL PIPE COINNECT/ON DETAILS 7.00' v v 4 v 0.25 7.00' d d • a v RACK DETAILS A v EROSION CONTROL PRO)FM ' 0 APPROVED BY:6'00' 2'00' 2.00• '' GRAPHIC SCALE CITY ENGINEER .- RCE:DATE: 24953 Q d d 2 o I 2 4 • v A d DESIGN PLAN PREPARED BY: RECOMMENDED • 0.25 •0.251 No I IBS ( IN FEET ) DRAWN 2020 EAST FIRST STREET. SUITE 400 SH 1 inch 2 ft p SWTA ANA.. CA 42705 BS (714) a35-OM15 18 OF 18 B- 13 TYPE A DEBRIS ROCK CROSS SEC77ONS A —A CHECKED SHANNON MLUTS 54730 DRAWING ND. SW R.C.E. No R: ACAD\Deta"s\Detolts.dwg Dec 08. 2004 — 2:04pm DATE MEW ��$