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HomeMy WebLinkAbout1622-D r I I i 171 GENERAL NOTES ► ■ 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO SAN BERNARDINO CUCAMONGA STANDARDS, SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STANDARDS, - NATIONAL FOREST LTACKSTEM SAN BERNARDINO COUNTY TRANSPORTATION STANDARDS AND AMERICAN PUBLIC WORKS ASSOCIATION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. ROV AN STREET CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO ORM D AIN IM PROJECT THESE STANDARDS AND SPECIFICATIONS. --- HIDDEN 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND TELEPHONE OR POWER POLES WATER Z FARM ROAD R�NCSreM ORN� LOCATION w METERS, VALVES FIRE HYDRANTS ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE > IN THE CITY OF RANCHO CUCAMONGA Q CARRARI RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE a STREET SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO N 0 BOULDER CA COST TO THE CITY OF RANCHO CUCAMONGA. - NYOry __jW I ui 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH _ �c�`2 w THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES SHEET 4 SHEET 3 I SHEET 2 HILLSIDE ROAD < Q RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH I _ _ -- FACILITIES ARE SHOWN ON THESE PLANS. ( ��J��C r r r ��T� rJ�,� ��� r J r W-A r r IR '\ND POWER 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, I _ _ I WILLSON AVENUE ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY -r --- -- - - ---------------IF - - -_ CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. - -�-• � -� 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- I I 2 3 1 1 20 21 33 34 35y MAP GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES 10 _ MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ! \ 1 12 DE TRAILNOT TO SCALE D IVE 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR ` 22 32 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. NER 4 19 DEER CREEK -- -- 9 ---- CHANNEL 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING C'GLURR ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF 13 31 RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE / '// 5 BUCKSKIN 18 23 36 SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 8 COURT MATERIALS AND/OR SURFACING. ;' 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY _ f , - TA STEM 14 17 24 30 ! CONSTRUCTION NOTES ESTIMATED QUANTITIES ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL - STREET 7 37 CONTENT AND GRADATION OF ASPHALT PAVING. ` Oi CONSTRUCT ARMY CORPS OF ENGINEER'S 6.0' X 12.0' CHAMBER STRUCTURE 1.0 EA 15 29 PER DETAILS ON SHEET 5 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE / \ j i 16 25 38 CITY ENGINESANALYSIS ANDNG ALL TESTS SAND EQUIVALENT OFAGGREGATE COMPLETED TO VERIFY: R-VALUE, \ -r�jJ ���r�1-) J / , \ 6 9 2O CONSTRUCT TRANSITION STRUCTURE PER DETAILS ON SHEET 5 15.5 LF 1 1 PADDOCK - 4 L8 O3 INSTALL 60.0" RCP D-1350 122.9 LF 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN -- j -- 26 PLACE TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. 39 O CONSTRUCT TRANSITION STRUCTURE PER AMERICAN PUBLIC WORKS ASSOCIATION 15.0 LF 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY \ - - - RINGST�M T STD. PLAN NO. 342-1, DETAILS ON SHEET 2 MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE27 ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE / = " ?` _ 1 _ _ - DRIVE LONE ACRES 0 CONSTRUCT 5.0' X 5.5' SINGLE BOX CULVERT (FLAT INVERT) PER CALTRAN 49.0 LF GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL �` \ , \ I I - COURT STD. PLAN N0. D-80, DETAILS ON SHEET 2 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED - /\ j I I I ( i sO CONSTRUCT RECTANGULAR CONCRETE CHANNEL PER DETAILS ON SHEET 6 1,938.1 LF 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 WIDTH PRIOR TO PAVING. CONSTRUCT PROTECTION BARRIER PER SAN BERNARDINO COUNTY FLOOD CONTROL 1.0 EA DISTRICT STD. PLAN NO. S.P. 101-1 THRU 3, DETAILS ON SHEET 7 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF , r r r r'1- r- r j j j j - ! I THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF �\ \, \ �, J r�. ��r �- , _ I �- - - - j _ _ _ _ _ O8 CONSTRUCT AC. OVER -Y*AB. (MIN. FINAL SECTION TO BE DETERMINED 7,614 SF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY I ! ( PER SOIL REPORT) THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE �m , � ' _ CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. INDEX MAP \ \ \ T ? I ( CONSTRUCT 6.0' BLOCK WALL (SPLIT FACE BLOCK) PER DETAIL ON SHEET 6 1,961.5 LF 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR - - - - _ - - THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON 1" = 150' t0 CONSTRUCT DOUBLE DRIVE GATE PER CITY OF RANCHO CUCAMONGA 24.0 LF REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY STD. PLAN NO. 607, DETAILS ON SHEET 7 ENGINEER FOR APPROVAL. t t CONSTRUCT 6.0' CHAIN LINK FENCE PER CITY OF RANCHO CUCAMONGA 3,926.0 LF 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STD. PLAN NO. 607, DETAILS ON SHEET 7 z STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE t2 CONSTRUCT SINGLE DRIVE GATE PER CITY OF RANCHO CUCAMONGA 10.0 LF Q INSPECTOR. STD. PLAN NO. 607, DETAILS ON SHEET 7 J 16. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE t3 CONSTRUCT REINFORCED CONCRETE RETAINING WALL (3' HIGH EXPOSED) 453.2 LF PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED PER DETAILS ON SHEET 6 ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- FACTION OF THE CITY ENGINEER. t 4 INSTALL REDWOOD HEADER 585.9 LF z 17. THE UNDERSIGNED CML ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL IS CONSTRUCT REINFORCED CONCRETE RETAINING WALL (3' HIGH EXPOSED) 368.0 LF W INSPECTION IN A4ORDANCE ITH APPENDIX 3317.2 OF THE 1994 UNIFORM PER CITY OF RANCH CUCAMONGA STD. PLAN NO. 604, DETAILS ON SHEET 6 BUILDING CODE. is CONSTRUCT WALK GATE PER CITY OF RANCHO CUCAMONGA 2.0 EA ui STD. PLAN NO. 607, DETAILS ON SHEET 7 > CONSTRUCT CUT OFF WALLS PER DETAILS ON SHEET 8 883.8 LF 0 STANLEY CR.C.E. 20596 E 9 30-01 i8 CONSTRUCT TRANSITIONAL CHANNEL PER DETAILS ON SHEET 6 1 EA t9 INSTALL AC BERM PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 104 D1-6, 290.0 LF DETAILS ON SHEET 6 /Q O lIV57,41-1- GROUTED R/P-RAR 2' Tiff/CK PER OEVIZ S/�r B /00 Cy z PRIVATE ENGINEER'S NOTICE TO CONTRACTOR UTILITY CONTACT NOTES Q THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS THE REQUIRED DRAINAGE CHANNEL ALONG THE NORTH PROJECT 410WO,v N6I444 <666 SyTs. 6,4L#16,) L- SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE PRIOR TO EXCAVATION: BOUNDARY SHALL BE OPERATIONAL PRIOR TO REMOVAL OF THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON EXISTING LEVEE WITHIN THE PROJECT AREA DESCRIPTION OF REVISION DATE CITY THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS GENERAL TELEPHONE COMPANY: (909) 946-2985 1 APPROVED: TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON 585 N. MOUNTAIN PERMITS FROM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT ARE THESE PLANS. UPLAND, CALIFORNIA 91786 REQUIRED PRIOR TO STARTING WORK. ANY REDESIGN REQUIRING PERMITS CITY OF RANCHO CUCAMONGA p LL- ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED SHALL BE RESOLVED AND APPROVED BY THE CITY ENGINEER PRIOR _- -- - -- - - - TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE SOUTHERN CALIFORNIA EDISON: (909) 357-6231 PRIOR TO STARTING WORK.7951 REDWOOD PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS FONTANA, CALIFORNIA 92336 WET STORM DRAIN IMPROVEMENT PLAN AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTHCD REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION CUCAMONGA WATER DISTRICT: (909) 987-2591 � y� �oQ�OYECr �� (PRIVATE) r THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS 9641 SAN BERNARDINO ROAD �Q atiE �O �� AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH RANCHO CUCAMONGA, CALIFORNIA 91730 A' �P 9� TRACT NO. 14771 ti REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION �uZ a "' No.20596 SIMMONS CAN (909) 861-7789 Lu r CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 9524 19TH Q Exp 9130rot IN THE CITY OF RANCHO CUCAMONGA RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE HEIGHTS AT r THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS RANCHO CUCAMONGA, CALIFORNIA 91730 s� Civl� t , REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 9lPOF CA�~,FO�'' APPROVED BY DATE: _ 5 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER SOUTHERN CALIFORNIA GAS COMPANY: (909) 394-4245 CITY ENGINEER -_ RCE N� 24953 0 1050 OVERLAND COURT HAVEN VIEW ESTATES, L L CAND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN SAN DIMAS, CALIFORNIA 91773L.L.C.• • DESIGN RECOMMENDED CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE P . O . CITY OF RANCHO CUCAMONGA Ma.:f r,rM..� A z NEGLIGENCE OF THE OWNER OR ENGINEER. METROPOLITAN WATER DISTRICT: (213) 593-7474 I . 0 . B 0 X 790 S.C.M ` oo���N �u.�r4 � IIt� of BENCHMARK NUMBER 80 - T P.O. BOX 54153 %i- wo.ai�En CA 9137 6 CHIS. TOP HIGH CURB, SOUTH SIDE OF DRAWN � < � �: , ��«_ FAX: ,„:5.-0s,. SHEET LOS ANGELES, CALIFORNIA 90054 AG 0 U RA HILLS D/W 82'f OF POLE NO. 1072464E, A.K.C. ! t «: !S R L s u R v!r o R s 1 OF 8 EAST SIDE OF HERMOSA AVENUE, SOUTH CHECKED DRAWING N0. Q OF WILSON AVENUE. E NO 20596 ELEVATION . 142.913 S.C.M. M I DATE _ '` � FILE NO -1 _ FILE: I:\41900\IMPLAN\CHANNELI 11 -02-00 Pfoje��- Shy-}- D F 0,OOBULK=438.5 CFS V-25.8 FPS NOTES ¢ OtooBULK4438.5 CFS w 1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, e, SHALL 6. fc = 28 MPa (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE z V=26.4 FPS NOT EXCEED 5'45'. THE SAME MIX AS THE ADJACENT RCB. Q,006ULK=438.5 CFS � Q `�-w SECTION B-B V=20.8 FPS ro m Q + N o �N 2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER 7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADED 400(60) CO SPLASH WALL a N ~ -_ _ ___ THE STEEL SHALL BE AS FOLLOWS: BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL + __-- - F RCB SECTION. m (1 112") CLEAR OF CONCRETE SURFACE UNLESS N }- ~ ~ _ /1 Qioo BULK=438.5 CFS -_ _ 8� RCB TO RCP AND RCV TO ARCH THAT 0 TERMINATE 40m V _ �(=36.2 FPS. � o - OTHERWISE SHOWN. -_ ARCH TO RCP THAT OF ARCH SECTION - ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER LENGTHS SHALL VERY UNIFORMLY THOUGH OUT 8. E WALLS THE BAR KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOS PROTECTION BARRIER _ I THE TRANSITION. R HE - - -� - - OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH T m P DETAIL ON SHEET 6 TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION A-A RCP OR I RCP OR SECTION A-A 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: SECTION B-B. \� RC ARCH* I RC ARCH* RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB PROFILE SCALES I 8 SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100mm 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE - - - - F40RIZ. 1"-40' ---�- - _ _ _ e (4") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH 1 VERT. 1" =4' - VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION STRUCTURES SHOWN ON THE PROJECT DRAWINGS. ! EXISTING GROUND o = TO THAT OF THE RCP WALL PLUS 100mm (4"). s� 1 PLAN SCALE w Q o o n N 10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS O� OVER PIPE CENETERLINE 1"=40' `" ``' SECTION B B �� RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL 88oND OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF 3.0' CUTOFF J VARY UNIFORMLY BETWEEN THE TWO ENDS. ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION WALL I I �� * ARCH MAY HAVE AHORSESHOE- 210 SHALL BE ENGLISH UNITS. •, t } �' 2 1 04. THE INTERIOR SURFACE SHALL BE SMOOTH AND VERY UNIFORMLY ! ORASIMILAR RCROSS SECTION. BETWEEN THE TWO ADJOINING SECTIONS. } --PLAN VI EW 5 M 3.0' CUTOFF � � - AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130mm (5") FOR PIPE FENCE POST WALL NOT TO SCALE SIZE OF 2400mm (96") OR LESS, AND 200mm (8") FOR PIPE SIZES _j _ MYDN�ULIC OVER 2400mm (96 ). 3" �- 7' LA_ C ) � � GRADE` VVE � � � = 0imBULK=43$.5 CFS . d M V-12.3 FPS -- #4 TRIMMER � of � u� \ C) = (D w STEEL PATTERN SHOWN IS #4 ® 12" #4 ® 1' o d � ri \ + .. + _ ►`� N N N ` U U O N W a Q + Q �'o PICTORIAL ONLY. SEE NOTES "C" BAR ® 12" CUT #4 ® 2'-0" Q 2 AND 7. ALTERNATE BARS --- _--- 2'-0" FROM TOP 2 1/2" CLEAR 6j \ - r- T- r F- -� _ --T - OF WALL . T _t r _. - 2 CLEAR ABOUT Z SYMETR CAL t 2'00 _ _ 200 A _ "� CONSTRUCT 49.00 LF -� SEE NOTE 5 BAR CONSTRUCT 16.00 LF SINGLE BOX CULVERT "A" BAR 0 12" CROSS SLOPE ' 0" WHERE W 15'-0" OR LESS TRANSITION AT S=0.0880 - I CONSTRUCTION ® 12" 3" WHERE 5 -0" AT S=0.0880 PER DETAIL HEREON I 207.32 INV OPTIONAL �, H W > 1 ' RCP OR �' _ I 2+27.90 209.12 INV ARCH JOINT: "D" BAR N z " tp M ( WS=195,88 2+42.90 RCB OR ARCH TO RCP USE ® 2'-0^ #5 ® 12 E.W. •- ^ = CONST. JOINT OF RCB OR ARCH ,� a CENTERED �� o ? � _ - - RCB TO ARCH. USE CONST. o SLOPE z ; F BAR ® 12" 0 Q Cr `w - - -- JOINT OF RCB. - VARIES ui i�s > > OUTLET ELEV.=192.77 Q o cn w 'w N rnM C3 ! I �� - "C" "E" BAR 1 +i§ o + o ? I ! '��°' MATCHOw ERT.O G" TW a2 i BAR ®12" 12TC 3 CLR 1 (]/"� N c� N N N c`w ! } EXISTING BAR IN WALL (TYP.) 1 7 V _,. SECTION A-A SECTION_B-B b2 + DEER CREEK CHANNEL NOT TO SCALE NOT TO SCALE w2 U-WALL SCHEDULE OONSTRUCT 15.00 LF CONSTRUCT '122:94 tF m TRANSITION STRUCTURE 60.0" RCP D-1350 TRANSITION STRUCTURE CONCRETE REINFORCING STEEL AT S=0.1267 AT S=0.1267 U o� 'PER DETAIL HEREON �Y w SECTION H W/2 TW IS TC al a2 bl b2 C" EXTRA THICK CONCRETE o w v BAR BAR BAR " w Q FROM STA 2+27.90 TO STA 2+42.90 4 - 1.5 CLEAR REINFORCE -t n o Cv c`` w ---- - - -- - _ 9'-7" 11- 01 --- - - 00 � W� AMERICAN PUBLIC WORKS ASSOCIATION T-T TO 6'-0" 0'-11" 4 1/2" 11 1/2" #6 3'-0" 3'-6" #5 6'-6" 4'-0" #4 --- -- 11'-0" LINE' "A" (PRIVATES _ z STD. PLAN 342-1 CONSTRUCT 15.50 LF CONSTRUCT 6.00 LF - - --- .-- --___-_--_-__-- REINFORCING -STEEL TRANSITION STRUCTURE CHAMBER STRUCTURE SEE NOTE 9 NOT TO SCALE SECTION "D" d F e f AT BAR BAR BAR 3 2 PER DETAILS 0ON SHEET 5 PER DETAILSOON S=0.0333BAR 5 0 OPTIONAL 0.75"MIN FILLETS J N CONST JT ^E" BARS T-T N/A - #5 2'-6" N/A - z o N a SEE NOTE 4 Z I w = Ln W � LOS ANGELES DEPARTMENT � INVERT Z o x 7 7 OF WATVIP AND POWEV __j _ „ " EXISTING CHANNEL WALL DETAIL a 6.0" _ -- - � z ,_,., � � - -__ -#4 - - �; D BARS, FOR EARTH COVERS OF 2 AND LESS --- o Q ? x z Q - - 0.25 S "D" BARS SPAN 4' 5' 6' 7' 8' 1O' 12' 14' REFERENCE DEER CREEK & rn z z + z o w = o I --- -- NUMBERLCELL 4 5 6- 8 10-L1_�13 15 _- - _ - --- Q N warm -- o cD U EXPANSION JOINTS o y � I #4 + 7 w w �' �' .�, VERIFIED BY FIELD o I �� HILLSIDE CHANNELS�SHEET 81 OF 123 m oc .� V J ��� .� ti��� � SURVEY (TYP.) o U o wl� -"E" OR J 45 o/L FLAT INVERT 'L `p� �`? �S J rn Z SEE NOTE 7 DIA LAP BARS RCB Dj- �, w L; Q SEE NOTE 4 NOTES NOT TO SCALE W 1 p a' " #4 �' ® 18" OC 2" CLR TYP 1. QUANTITIES ARE APPROXIMATE AND FOR DESIGN PURPOSES ONLY. (n 89'11'06" E 1377.95' 3 [D 00 w ALTERNATIVE SPAN FT 5.5 W CONST JT CONST JT HEIGHT FT 5.0 f 3+ - , _ _ -_- - -- -- -__ 3' � 2. IT IS PERMISSIBLE TO ELIMINATE THE 180' HOOKS ON EVERY OTHER BAR. --- - - - ` R=150. a' "� Cy) "A" c� BARS MAXIMUM EARTH COVER CF 10.0 m 5 00' W - __ _ ____ _ -___ " 0 20 40 80 160 �n 4 /� 05, 1 r' + w 6.0" SEE NOTE 4 ROOF T1 INCH 7.5 3. E" BARS ARE AT HALF SPACING (SPANS 10.0' - 14.0' ONLY). O m 7 �o_ c --� T3 o WALLS T2 INCH 6.5 U - 4. "A" BARS ARE AT HALF SPACING (SPANS 10.0' - 14.0' ONLY). LLJ1 - INVERT T3 (INCH) 6.5 I of N 29'11'23" W � � " O - - i w_, 2 0� #4 #4 0 18 OC SPACING (INCH) 8.5 5. PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND WHEN PAVEMENT IS # " -' " " F 27.14' �/ MAX TYP z A" SIZE BAR # 7.0 PORTLAND CEMENT CONCRETE, AND ADJUST QUANTITIES. Z �� 14 o w r T2 1 2 SPAN W T SIZE BAR # 6.0 - � I r- Y Y °0 � � EXISTING DEER "E" SIZE BAR# 6.0 6. FOR DESIGN AND DETAILS NOT SHOWN, SEE STANDARD PLAN D82. z 3-RAIL FENCE Y 1 Q b zo IMERGENCY CREEK CHANNEL z N 7. FOR EXPOSED TOP, PROVIDE 4 ® 18 EACH WAY (20' LAP "C" -� PER ROUGH GRADE I z m o ' u �_ 8 ACCESS TRAIL, " w CONCRETE CF/LF 12.5 # IMPROVEMENT - 1 Q - x cr CONSTRUCTION NOTES REINFORCEMENT Lm 82.0 BARS OR FULL SPAN AND ADJUST). Z o I z b z GRADING PER U' cn - Ic- - ti o ROUGH GRADING 9 a - 1 �z o °' °' PLAN = O CONSTRUCT ARMY CORPS OF ENGINEE'S 6.0' X 12.0' CHAMBER STRUCTURE Q � z � z cn o� �, G N �, � �- _ PER DETAILS ON SHEET 5 + w + z Q 1` I `-4 ``' °p [1' ``' a CONSTRUCT TRANSITION STRUCTURE PER DETAILS ON SHEET 5 I 6.0' HIGH WOUGHT IRON '�} � CAST-IN-PLACE REINFORCE CONCRETE DESCRIPTION of REVISION DATE CITY I I 14 ``' m N ; O INSTALL 60.0" RCP D-1350 ------ ---- _------- - --- JAPPROVED: FENCE PER ROUGH GRADE IMPROVEMENT Q O4 CONSTRUCT TRANSITION STRUCTURE PER AMERICAN PUBLIC WORKS ASSOCIATION SINGLE BOX CULVERT CITY 0 F RANCH 0 C U C A A�0 N G A O �.r I b STD. PLAN NO. 342- 1, DETAILS HEREON __ _ O OD Q ( ) FROM STA. 2+42.90 TO 2+9 1.9_0 - - o I EMERGENCY ACCESS + 7 �, 5 CONSTRUCT 5.0' X 5.5' SINGLE BOX CULVERT FLAT INVERT PER CALTRAN _ o uA m STD. PLAN NO. D-80, DETAILS HEREON RpvESS TRAIL SECTION 14 CALTRANS STD. PLAN D80 �o Q STORM DRAIN IMPROVEMENT PLAN w Y I SHEET 6 O7 CONSTRUCT PROTECTION BARRIER PER SAN BERNARDINO COUNTY FLOOD CONTROL -- ----- ------ ---- �� ���� co Fy (PRIVATE) r ( ) DISTRICT STD. PLAN NO. S.P. 101- 1 THRU 3, DETAILS ON SHEET 7 NOT TO SCALE N �s ` SAN BERN INO COUNTY � No. 20596 � m TRACT NO. 14771 ' ti I ( CONSTRUCT 3- AC. OVER _4} AB. (MIN. FINAL SECTION TO BE DETERMINED * Exp. 9-30-01 I ; FLOOD CONTROL DISTRICT PER SOIL REPORT) s�91 01 IN THE CITY OF RANCHO CUCAMONGA r t ALL GRADING AND DRAINAGE WORK 10 CONSTRUCT DOUBLE DRIVE GATE PER CITY OF RANCHO CUCAMONGA � CALIF WITHIN THE SAN BERNARDINO COUNTY MER _NCY ACoe CESS STD. PLAN NO. 607, DETAILS ON SHEET 7 APPROVED BY DATE: � FLOOD CONTOL PROPERTY O TAIL SECTION WILL BE DONE IN ACCORDANCE 11 CONSTRUCT 6.0' CHAIN LINK FENCE PER CITY OF RANCHO CUCAMONGA CITY ENGINEER RCE N O 24953- I (SHEET 6) WITH THFIR ENCROACMENI PERMIT STD. PLAN N0. 607, DETAILS ON SHEET 7 THE HEIGHTS AT DESIGN - RECOMMENDED z 10 CITY OF RANCHO CUCAMONGA I Ko,f. 1,3�. ,6A-. HAVEN VIEW ESTATES, L.L.C. i 14 INSTALL REDWOOD HEADER ; . O _- S.C.M. . ° �,.�� DOKIC" ►vn,t CA V2A1� I BENCHMARK: SEE SHEET ONE - - - -- w FAX „C 151-0816 _I DRAWN 4 ; r= *. 5�,."„� W ,.G 251-0516 SHEET { 16 CONSTRUCT WALK GATE PER CITY OF RANCHO CUCAMONGA P.O. B 0 X 790 7 STD. PLAN N0. 607, DETAILS ON SHEET 7 AGOURA HILLS, CA 91376 A.K.C. L y , N ERS SURVEYORS 2 8 19 INSTALL AC BERM PER CITY OF RANCHO CUCAMONGA - 1 -- --- OF_ -- CHECKED 20596 DRAWING N0. STD. PLAN NO. 104 D1-6, DETAILS ON SHEET 6 _ NO I �G cr S.C.M. DATE �I3'Z�LE NO ! L FILE: 41900\IMPLAN\CHANNE L2 11 -02-00 c 0,00 BULK=285.1 CFS -- _- ___ _. - - r- : 265 _ �__'-' �.� .__ _ . _ __ _�1�.2Q.9 .FPS - - _ 45-- ,tiw -334.t- ff-S I •,, -�� t I 245----�-- I v2o. FPs # t i I , : + a . I , gut 32 .7 . _ } WAINfNG WALL taa , ,BI K 347:5 , # 1. a \ f I } �' i i : : J-, % _ - i f J I - - - _ i % - . , \ e , - . , , f 7 Fps: < , : } e I ' 223 , ? 4 I % - - --. - - . \ 1� . i y)i I k i i I < i t I } { NAVG A PT jj OPE 0 CC I ; < < : ' , . E , • A < , 1 -I : - t T , : 7 - :TOP ♦NORT}F - - ..� ...__ ..j .._ ; 5. .. - __ _. i ; - . 0 EXISTING GROUND . ,1 UPSTREAM FLOWS 1 = - : • :CHANNEL WALL _ _ _ . ; , G _ _ . - , i 4 s , i < t .. 1 ; , AT PROPERTY LINE 4roo �LK=13.4 CFS - _ . - M . 1 . . . , , 1 �. I - - - - m . 1 f , _ _ . . _ i , i 4 , T xlnNc .- . . - 1 t b t { I ti . I i i PR N AT PRO E TY I4£ ENI G TO C LI 1� �+ 'EX STRJ G UtiD AI�ttN 0 RO R GW L , , 1 T AL f , ; . _ t A _ - . : :14- l . , l . / STREAM hQWS y � , 12 FT SOUTH OF 1 \ }} sl , .. - .. . .. y STING OuI�D 1 E • i AEX � • 1. p - - - 4 ULK 13141 a �- Q PROPERTY tlN! f I , r. tom; \ A►T 1 �UT t . T , 2 FT SO OF 'V� H .�- I � f I I { I v 1 1 t - i : J f a . 1 e - ♦ .r - ,. 1 - 1. �. - ..-.. .. a a. w. -- _r - a. .♦ , - - ._ _ ._ .. - - .. - <. .. _ - i RTY ��,., 1 PROP1r LINE 1 # + f / 1 1 ,f + 1 -.__ ___ --__ _ _ _. .- _._ _ - - _ - , tt < , 1 , 255 y \ : 1 i 2V - - . ! 1 OPNI T ACET t - . _ : �, } NG �� ! , i 0 If V o r I '. . t . \\ 1 UPsT13EAM Ftaws M I - - � I ► 1 a I � -, I � - , - _ _ _ _ a + _ _� +�- �. L 2c - \ t . t i \ .,' SOLiTH I I { ! , , ' i f \ -r .. 1. 'i , � TOP .a - .. e.- 1. .a -t .. < J .; .. {_. F. � - - .. .. .� .- {. - _ .:� . � .. EXISTING GROUND _ ; Qr DtfLf� 3.0°Cf . I CNNCWALL ao . : � CHANNEL WALL ; I 1 N \ AT 9 2 f+T SOUTN OE : 1 _ _ k- . ��-\ 1 �►� r.f V 19 8 FPS I ` \ { 1 I I PROPERTY tINE It ! .. � J t f ' . , I £X► T1NG G - UIJD - < - .. . tQ llt0 1 r i 1 , _ Q - �- +� i • L i1 + + / �` 1 i j} 1 { V T 0 R PE TY NE T�I t � . u Ex>�s NG c120UND . , r, r T _ TR S . - . , :� CON 0 ,. ; ti 'AT PROPER uN1' _ UC 2 LF 1 . 1 TY f . . H 2 IG `^ /I 1 r / a , : : . � < 1_ z �:- .. � . f -�--�-\-�- . � _ �cIST�G �Ro�ND _ � , : ,CHANW . � , - , I L WALL �-� � � :j � � - ; WS 1.5 \ AT 12 :FT SOUTH OF ; v� \ ! 1 . _ , - \ I - 4 I 1 f � { y . + : ff PER WSPG PROPERTY LINE t ' ��.� f OP£h1N�tG TO ACCEPT . N t N \ t O O J`0 . I i \ /f \ O 4 O -. N - ©3 . UP TR M LOWS ,. : f I S EA F \` 4 N O . _ - O 1 d N 00 i STRI! 'F W� 0 R .SE CON CT 38 50 VE J +. -4' I` UL .5 CF Q B S� t ,00 � I o �` v K �45 t -�. ---#----� .mac � _e _ ._.-_,� � „ _ t_�-_ .�. � _ � _.�_ --�-__ -�- ___� ___ . _ _ �--:�_1 _ __ __ _-� _.___ . t 2.bo' HIEN s �; .- -� - ,< I w PER H 22+ :. O tRErAININc wAL� - 1 - �� �, CONSTRUCT 4,2.00 LF: - 1 1 S ~ 1 f �. f E z \ \� OPENING `f0 COPT , �0 { , � \ J i I i 36D �\ i 'IOP OF NOiTFt { 2.00 HIGH f ` {JPSTREAM FOWS , . _ \ _ . . ,. . . - __ i :o n , • . t ti -i. ooBULK�45I . , IvN AL1: 1 r \ KT . * ) _ CHA EL WALL �` i CHANNEL W o " q,� � � .,• \: � 5 GFS , 0 . CONSTRUCT 366.00 Lf ct i o PER WSPG + + } � # t � as t . I H A NIN W { 00 H RET I ALL 3 G G 1 1 � - �\ - : ; i I . - . . - 1 + i CbFIS T'KtJ>vT 34:OI3 LF + o 1 \ , ? I o i , } .� /• , . - . . . . _< . 4.00 HIGH . + i , I • ' CHANNEL W {:ONShRUCT-#74.flf1? t . . WALL . I 1 , , _ _ _ .i -. f , S t 1 \ 4.OD HIGH t'ONSTI�UCY 1 .38 Lf-, t t f 4 CHANNEL WA t .. i 1 LL }i t < : 4 7 - H N -f } 4.50 HIGH EL WALL T` T �- GAN AL C 66� . ,' , r , I . .- .. s. . �. < .. . J y -. ._ . 1 - J. _. _ - --�. .- __ -_ _ _. _ ._. _-. _ _.. - _. .i.. _ - -. ._ _. , f ICONISTREICT fi+ 2 e - COIVSIR 04 td v00 ;HI NEL WALL _ ; © _ - . , : vT + a off a,AN - . ! I t i �Q } 5.00 HIGH CHANNEL WALL _, Od i0 -s - - - - - - - 2. HIG . i 00 H i , e a : NIN .00` HIGH RET G WALL- i - 3 Al O HANN + E WALL I C L .. i , ii , i i p m� 2, . f t f 4 $ rn . _ . _ . . - _ .- .- _ - - • a _ _ . - . . . ..- _ -i - w _, I 1 I + t - N I o f I fiC�95MOCT`36:150 t } + Oo , t , i k . t , QM : I i , y { - : I !t - li NS 3Y5.5b L1' ! -; .t -t j .♦ ! , '. _ . SSS a J- . � � � j 200 FtIGI.1 � � ��coNST�uct- �Jto�t� - . . HANN w I ' . . - f EL ALL 2.0 HIGH _ _. -. s < .- v ., < ♦.. S . -i -i. ,. ,< a .♦ . J .< 1 .. 2 f- - -.b _ _ i - _ .. - a.5a HIGH cHANNEt WALL i L A*(PANATE) N-� �rALt . . _ , _ ___ , < 1 . + A 1 ; r . , I � w , : { p� ,� I Q, CONSTI#UC� 12'00 U i 1 i r Z - , _ - a _ _ - -; a�+ . . - f , . { - i . } + I 4:00 I}j(GH o 1 yt I I t t r, t 1 , , 1 : i I i 1 - - cHNN w�LL . r . I i M V kV I 3 iiJlQJtttL1GT #.�s�.22- tf < . 1 f : s F i + RECTANGULAR CHANNEL � - , , - . } I } i • f , _ 1 t CONS7#ZU - 38.TO LF' AT =0.0360 f . S -: . I _: , i PF�OFIIE SCALES _ . _ I RECTANGULAR CHANNEL . - , . I i , -: . , I i 1 1 1 1i 1 E { A T S=0.0880 R 1 HO I �4 Z 0 _ _ r 1 . i I ;. i , i j , i J , t _ } VE RT 1 4' i ! i . 1 i f i I 4 . 1 F , , , t < PLAN SCALE 13 12 1 1 10 9 8 7 6 5 4 3 cr cr I CD 1.6 OPENING TO ACCEPT Q Q,00=13.4 CFS + a, UPSTREAM FLOWS w J Qfoo=39.2 CFS Qtoo=13.4 CFS � v ioo=45.5 CFS "' �' ` m Cr w I r� z Z oPENINc TO AccE�i'�---� -- - - 'UPSTREAM M LoING TO ws PT INLET DETAIL B r ENLET DETAIL A \Q,00=45.5 CFS m � INLET DETAIL C UPSTREAM FLOWS (SHEET 8) _ �� (SHEET 8) G °�� �� (SHEET 8) LOS ANGELES DEPARTMIFI NT CHANNEL. 4 OPENING TO ACCEPT . F6 ° v . p v O\�' p v ooh V �`ti°" 0e��F UPSTREAM FLOWS \ v TRACT �''- �,� �` QPENING TO ACCEPT ho �` �� ° o �' TOACT v \ Fv ®� 1RIAT�� A�® ® � ,SECTION A-A F�' ��' o�v BOUNDARY I? `L� •I UPSTREAM FLOWS �� �� �� j ��° ���o�° �`L�� Z CONSTRUCTION NOTES 3.0 0 � F ,1 -, . , 2 . �,� - _ _ _ - _-- v r -- CO) Q BOUNDARY �` 50 0° `ti 4.0' 15 �� 12:13'" 11 �`L o r i 20 � 2.0' Co 5 4.0' 13 f h- . 2.0 ,Lh + 12.0 I -- - _ _ o - - _ � _ _ � i _- _ - _ - D _ _ m J _ �' a r O6 CONSTRUCT RECTANGULAR CONCRETE CHANNEL PER DETAILS ON SHEET 6 m _.., - _-.. _ _- i- -�- 10.0' 2:i z.t - I -�z;�_+_� - - _ -- -___ _ - _ , _ 71��� -_� _ 3.scf �� T "_, �_ 1 Q,,, , .__ _ 2 8:8 m m _. _- _ ___� --- f -- -�---- 3 a� �:-- - -- - . - _ .6+ ---_ - --- - - - - -- - - •-• - - 6 - -- r}} - ---- --- - to -1. I.. -,'- �+ O CONSTRUCT 6.0 BLOCK WALL (SPLIT FACE BLOCK) PER DETAIL ON SHEET 6 -- - 1 _ - _ ___ - --_ _-" - __ <� 12.0' 6 �� ' 18 (n 11 CONSTRUCT 6.0' CHAIN LINK FENCE PER CITY OF RANCHO N 89'11'O6 E 13T7.95' C� / f _ 11 12.0' 6 ACCESS AND MAINTENANCE ROAD 0I "I - �i m �� �ti ��- m CUCAMONGA STD. PLAN N0. 607, DETAILS ON SHEET 7 �.I `-�'�,/11 �- �`D /� 1� S°%�� `�� �� �O ��� `�' 20:0' 9 ��`L� `� ��L°��� `L��O�o°�� `L���'�IN� . tt� �, ti� , ^� � �.13CONSTRUCT REINFORCED CONCRETE RETAINING WALL (3' HIGH EXPOSED) m `L`° / ` `L`' ��' �5/o> �� `�'/�� -\ 20.0' - 1 COMMUNLTY TRAIL ,, : 5 � ,) ,� °. J ,., 1 W PER DETAILS ON SHEET 6 - - - - - - .- - - - - - _ - - - ,� - - - - - t<' �-- _ - � - - - - - - - - - -- - - - - - - - - - - - - - - - - - - >_ �--,! -- _, -_ - N - - - - - - -- - - - - - - _ 15 CONSTRUCT REINFORCED CONCRETE RETAINING WALL 3' HIGH EXPOSED - - - - -� \ , _ - - - _�...-- !\ � _T'NCE- - - \ _ - . - -_. . - - - V-- 3-RAI :F Y ui O ( ) - ,, _� 3.0 .� _.------- .._ _ PER _ROUGH I2RADF - --- f� EJCf`' _ \\ PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 604, DETAILS ON SHEET 6 �� - ---_: - / O �r- `�=, :...-- -' w "PTR ROUGH GRADE ' - / iGPRovEMENT - 3 - _ , s-- _ I / . _._-. .:< �- - C�T_.��L ''� i CO � t DVEMENT t: 18 CONSTRUCT REINFORCED CONCRETE TRANSITION CHANNEL WALL 12 _ --- - , ' �`��� �`` -- �� - \ �,___.. _._ ._ ` MPR �f 0 1. 1 1. PER DETAILS ON SHEET 6 � / �,,. SECTION -,- , . _ / xUi cr ® iiY,STACC G,PGC/7F.O .eiJ� .CiI/" 2' 7JYiC5C �t.'�is�Til'/L 6yT. B 1, ---�---,-- -,---/ - )f _ `/ �.i _ I'll �f I J,N - x- - 0. - , I - - / I I , J I I'( -- , , J I . .1 n , 5� V ! '' 2 � , _ i<< /,, I /I 0, , / r� 6.0' HIGH WOUGHT IRON z FENCE PER ROUGH GRADE ••-•• LOS AINCIFI TS DrpApymr 'T IMPROVFMFNT Q OF MATER AND POWER 34.0' cc LOT A .P"1-5r W ,,' J- .RAP-.TAP AAW&W JW.fZZ S ,�, 12.0' 10.0' 12.0' 20.0' PRNATE LOTS "r s-Bv+- NATURAL z RECTANGULAR CHANNEL ACCESS ROAD COMMUNITY TRAIL 1I` i DESCRIPTION OF REVISION DATE CITY 3,O' APPROVED: GROUND )� PER ROUGH GRADE LOT B , a: � I Q Q © IMPROVEMENT ax _j �� -� ' CITY OF RANCHO CUCAMONGA X _ z , '\ /�� ; a' 6.0' CHAIN LINK "0 0 20 40 80 160 �f { I'll6.0 CHAIN LINK 1 1 m Q _ �- FENCE 11 FENCE a� , �oFEss,o STORM DRAIN IMPROVEMENT PLAN 2, X � o - _ Q� ,\- c. , e, (PRIVATE) r'= X o.o'f MIN 12.00' 5.O'f MAX. ���` 44,E --- 6.0' BLOCK WALL z - V) �,� -- -- (SPLIT FACE BLOCK) O 4.5' HIGH PVC FENCE - � No. 20596 r m TRACT NO. 14771 h' 'd x4.0' MIN. PER ROUGH GRADE � Exp. 9- 30 01 � 1 IMPROVEMENT � ctv1� �* IN THE CITY OF RANCHO CUCAMONGA � 6.5 MAX. _2% _ � 9TF F� _ C CAt� d'��'�� APPROVED BY DATE: �� ��- -- - ► . .� `������4.o CITY ENGINEER l.Cl!/ RCE 24953 CHANNEL SECTION A- A \"-3.0„ AC OVER THE HEIGHTS AT _ - -___ _ z -- DESIGN -- ------ -- - a.o" AB CITY OF RANCHO CUCAMONGA n Oat.. 17320,,,-'A" ---- RECOMMENDED ----A A.K. < -I _ b-- CA Dob (lfl/el NOT TO SCALE - -- - HAVEN VIEW ESTATES, L.L.C. 9TNf NMhRK SHEET ONE --__ ---_ - ���,�� M� CA V76,. - - - �.- i�i� SAFETY/ ACCESS 13 DRAWN + V° °'°"''"" P.O. BOX 790 scMut*7 V.973t45tC SHEET LADDER 3 8 A.K C. P , -. E R S f H . E F I S S U l V E T O R S AGOURA HILLS, CA 91376 A. _ Q - ------- --- -- OF_ CHECKED 20596 DRAWING NO. S.C.M. Ir DATE _ - f�� FILE NO - Jw4 -D _ 1J FILE 41900\IMPLAN\CHANNE 13 01-04-01 PrDs e(-4- 5t,ee+ 17+= _ moi\ �`� �- - � Q, BULK=254.5 CFS - _-_.._. c l�RA11t+1D- V 14 8 FPS t T11 - . 2 F I i t �T PROPERTY LINE / RETAINfNG WALL t Q,o6BUCK= 81.5 Crs I �: - . . , , - __ . 1 V=70. FT'S �> 4 Z L i i f M I A,. , i { 10 f - A 1 /' . I P fiNG T AC PT r fl E 0 GE r I , , , : 1 '1 ; i , , - t • - - _ _ - _ RETAfRt W L , /+ t = Ui' TREA1it I LOWS . . GROt1ND ��°'"° f �X1S�TNG . % 1. -•• - - i I V AGROUND t -/ •� , , i . . ._ 4,00 AUL 183 3 CFS _ t �---� I_ 1 ca > �► t AT PROPERTY UNE . . 1 1 l I AT 12 FT SOUTH OF , / i . I w / M i �; -4- P T NO , , , _ . _. - - _ � Y _ 1 _ ,. a- - -. SULK-7�:2 FS . -, �� �.. � .PROPERTY LINE _ � , d . , , , t'� , 00 t� / r';- iETAINItJG WALL . , , , w . : . 1 . _ ; . . , ; _ �_ L . 1. a $LICK- 5.6 C V-11.5 FPS + � �-� a Q _ - _ - ( �� 1 0 �O ``` HANE . 4 'ice <1► . - � _ r _ _ . __ _ . � - . 4 - t v► "ED \ *� I s V=7. FPS � . , 1 I _ � OPIENfNG t A CEPT4 } 1 `� `�� P WSPP� �. , . , - 1 : -- - - , A ISfiN U D , , `��� M� i 1 IX G GIGO N : w y , t#'STREAM (LOWS ,- ._ . . . -, 1 _ ,- , , 4 BULK 27. CFS _ X00 Q , t AT TRACT 13OUNDARY. # ~- t � . � ; � �-1 1 EXI�TIND Gf24t1�JD t 4 \ r 4 -`� 12 FT SOUTH OF t � I '•' _ WS OVER' SEDIME i \ , 'v \ i s w PROPERTY LINE - . . , ��{���� - - -. - . _ - _ . - . . _ - . . . . - ` - , ..� - - - w 1 - ; 4PENtf�G TO AEfPT f #7ETllN{NIG WAIL _ - �' . f PER "EC 6 _- ` .� 7 - �: r '+ 9 � # i \ i ti' i w TR M _ U EA FLOWS : ' V .. -.s I �- _.....P �_..._- - -�. - � 265 I I � 1 4 1 � 1 Q,00®LICK 35.6 CFS �� t �VV � �� -�~�'L ,,�i � \_ � �. I l - • EXISTING 'GRO(IND . ; ' Sir^,/� ^ � �� ± �lj , , I t - ETNN'f,V f�L .T i - - a/v�/, ool ` - -i F , -. , I a - AT 12 FT SOUTH OF t , I / 1 i TQP QF SOUTH , _ \ 1 " _ _ . I " _ . RTY ( �. RROPE LINE . - �. b C NAN IVEL 'VV \ r } A11 may. - - - t Q I 1 TR�CT I ... ONS Oi'LNf Tb CE T r C NG AC . : . , v -, _ . _ t. f-S . a . / , ! 25.II0 'F . I 1 / UPSTREAM FL1DW / 1 - 1. i ' . � , ; ` _ I 1 , t 1 i - .w i . _ _ , t Q, BL�K=35.8 CF f _ . _ . s \ _ • 4 \ . t \ - - , RETAINING W 1 ACI_ - O r ; �; i O . , a , I. . i {i I f . / ` $ $ i , _ - I / ' i i �' � 0 Co o iii o 7 \ : , - k4- 0-03ec-� �; I _ m , - Iq -1 . . { , + 5 { / - 1 1 M N -. .. .. - ..- - - r : It , : ; : P ! SQUTIi l t , , 1 .� kk i , ( CHANNEL, WAIL 1 I t I , - - , - - - ' - - p OP OF NORTH :w EL WALL I , I -i I l i . __ . _ _. ` - , e` - _ - t a ; m w I , I l � f. O w i t i _- _ _ _. _ _. __ _ _ _ - r : 7 . 7 - - 5� _ �,� 4- _2 55 I - I I ., � w ` 45.40 LF , . - I j �` WSa OVER $EDILIENT ` +� 1 0 +' w - + - 3.00' HIGH i PE H C 6 - t . ti, R E. i w . . : , * ; I G A . 1 t '�; RETAINING WALL ; .i , . I w f �`; �WS `1.5 BU STT - i i _ , .., II Io , : , , , , t 1 I PtR Ws S . . . CONSTRUCT � CDNSTRUC•f I _ 204 78 CDNS�RUCT i08 r�(1 IF 13�Q0'LF ,� � . . .: . . . - . ., I t - - ; . , y.. 4g , - . - , . , . . a 36.69 LF _ f�� % 2.00 NIGH CHANNEL WALL 5.00 HIGH CHANNEL WALL 2:00 HIGH CHANNEL •WALL I + . 1. WIGH o 0 0 o n : i : I . M 50 - _ , _ : - _ p , E� O Gj O a .• t ; - . - ( I I , . HAN W _ i �* NEL ALL V f� N N O tt> O t - VD _ + S W . I 'r I o .o o : } , f , � i S pp I I N N CV N N Z t - - I. _ _ _.. : . , I : . t , . 3 ; { , , : , I . : s UT � ; CONSTRUCT 2 LF ; CbN tR G C�NstRUCT y� . I ��. T 00 _ . : _. _ _. _ _ _ _ __ - _ ._ „ A (V . { # . 62.00 LF 42.00 LF : - - - - - 3.00' HI H RETAINING WALL - - G pR i { - - + I 1 . . - - -_ . - - - - - _ - - . f , 4 ; I { I M , . 1,50 HIGH 3:00' HIGH z , r I � .; 1 , I I { �___.:v_.__ _,,..,_�__.-_- --.�._-- -:_- -_-l`- _� - � LDL _ _ -CMA WALLi _ ING WALL � +,r _ _ � _ _ _ � Y -_ v __�.._. _ _ _ _�. - I 2 66= , I I Co�sTaUcr-3s:od LF v . - . _ - -, _ , . . v I CONSTRtlCT 100100 tF , _ , . CONSTRUCt 13.00 LF . T $ 1 tW I . J ; 3.00' HIGH RETA 1NG WALL . rn c� -# W'� - - .. . - 5.00 - HIGH . .-_ .. . . a m 3.00' HIGH RETAINING 1N f ^e[t m I i i 1 t . o CHANNELWALL rn to . . { iri o c w _ . .. _ - _t _. _ i_ _ c�E , R Q ; - , o o # + . . + + o . , + }n + o CaIVSTRUCt 1 OO LF - N Z FV Z 1� CD i[� (O N T 1147 F i DO STR C 22 t� .- _ - N W C11 C9 W f C7 Y11 ._ _ C7 N < , f • : i : 6.50' HfGH WAL . - I : L I , . . # # � � CHAf�NEt 5.00 HIGH CHANNEL WALL , NS U > c - Cd TRC 179. L i I . , . , : ' I ' , 4.50' HIGH t _: _ C CT - _ - - - _ I . ONSTRU _ _ i -i < _, _: _ I[F - I # t ; s i. - , r CHANNEL 4411 - .08 LF N UCS 4 F 4NSTRU 261.61 CO ST2 20 0$ L , t CONSRU I I . N. tC CT �lF CT 1174. I - _ TRANSfr& TO ; RECTANGULAR CHANNil RECTANGULAR CHANNEL RECTANGULAR CHANNEL : HAN f _ , . PROFILE SCALES Y . C NELs o. j A - .0200 - . I AT 0260 - I T S 0 i ATS 0.034 I AT S=0.12001 1 . 1tjNEL���NM ' i - HORIZ. 1 �40 i _ . _ . -. _ .- - - _,. - - - . _. - . _ .. . . _ - I ti - . „ . I I - I . VERT. 1' =4' i i ER I I . I , 1 - , __l,__T-.__.____�� ______ _ .___ _] ,._w.a. -_-�____ _._._- _.._._ _-_ ___, _ - - S_ - _,-_ 1. t PLAN SCALE 23 22 21 20 19 18 17 16 15 14 13 1' - 40' 0 0 0 N Ln M - I c? Qi00=35.6 CFS LOS ANGELES DEPARY6�FNT � INLET DETAIL E NLE'f DETAIL F _ OF WATER AND POWER - m (SHEET 8) - ._ -* - INLET DETAIL D - - _ Y SECTION B B - � �` ,�o - _ _- � --_ /+ Q,00=35.6 CFS (SHEET 8) - - -- eo � ,. � (SHEET 8) � � ' ' �V ` C� 1`� op soh e� FV Q 27 o CFs , / N tD OPENING TO ACCEPT goo - OPENING TO ACCEPT ,- p `ti ti - OPENING TO ACCEPT � -` TRACT �`9 • �c� v ..- v - - UPSTREAM FLOW5 `� �` `L� o0 0� v 1 Fv BOUNDARY : `L`d �`? e ti oo w Z ' OPENWG TO ACCEPT UPSTREAM FLOWS `1 Fp �1 4V ti� ��Qioo�183.3 CES �� 10 00� �'� �� UPSTREAM FLOWS ooh �°� F 1\ 01 �`° ,�� �) _ .J V g'� `l° o,`° oow v �o°' `L '� 1 4 . --- - - -- - 1 �o°' Ste' `1 , 15 �o 10 - UPSTREAM FLOWS �c \ v `L cam' coo �C, 1 �' o `L �° `ti 13 3 b'4.0' `Lh TRACT F 0 ��' . �b`1' . 0 11 F ti '� `L p `o `L �o `1 `L j� - ` . _. `1' o d o d o o BOUNDARY h ^�• O p g 15 ,r `L h ,`' 15 3 0 11 1 ' _ 2.0 `V _ - o• �� `L �'� _ o co 4.0' ---.- �O - -_ . --- - -- - . _ -- _ - - - - -- • - - - t- - - . ... - 40 O' 13 20 ti 10.0' ' - _ _ =-r- - -- - -- . . - - •-- --- - .- _ 1 - - . -- - _ -- - - - , i t' 2:� .._._ ..�..,:., .� >_ ...�� � a � N 89'1#'48" E 632.08' / -- - �..� 21 � ." � , ?s� ­ __ - - - -- - - i - - -- - +44 - - - - ---- , TAT a - --_-� -- .� .TTT ___ -__ ____ - - � N 89 11 OE 5 .___-_ i.- �_ -- _ - -- 2.60% -► •---�=� } 3.607 i 6 E 131.9 ,� <N- - . _-� _ �, 6 11�. � 12.0' ACCESS AND MAINTENANCE ROAD �' 11 13 - - - - -- - - - _ -� �� = ,I �( 0 IT1 ll� 12 44 , ti �� � �o o ^� L Ri SESSESEll \ 9 �o�� '���o. 1 �����` �`� g ti1�� 2a.o' COMMUNITY TRAILo�o� ����� doh � Ii - - - - - - o o `� `ti - -- - - - - - - - - - ui ! h\ �1 `1. 1� �o - _ - - - - - - - - - - - - - - - - - - - - - - 265.2 _ _ co . . _ -- -- - _ _ . - - - - -- - - . - - - ---- --I-- - _ - - , . - - - - - - - - -• - - - - - . - _._` _ _ _ ti �. 1 - \ \ r _...... _. /, - - - - -- - - - C__H�i_NNEL, - ____- _ _ _ _ ._._ _. _ ` - I I ti_ `q fi O ,,!' - -_ _ _ ` y SECTION B-B _ - _ - -_ �. _ { _. _ 1. - 0a: j - X - a - _ ; � >` 0 ;X�� 1 - - ( . L I N / - - I\ . , 2 + Cl J N L,l� z LOS AN(C.)FITS DrPARTmrmy OF WATER AND POKP cc Lij Ca /Q .!knave-o ,-ae/C/�-.ri*P .I�,etJ/v H�.�LL S z - -�� . 8 0 , -j 34.0' NATURAL � } -- -- CONSTRUCTION NOTESP$l � � - - _ _ --- GROUND Q Q LOT Acy _ �_ c� � •� . CITY DESCRIPTION OF REVISION DATE � 12.0' 10.0' 12.0' 20.0' PRIVATE LOTS + APPROVED: Ix O CONSTRUCT RECTANGULAR CONCRETE CHANNEL PER DETAILS ON SHEET 6 1 ( - -- - - - ; \��i\� 5.0' RECTANGULAR CHANNEL ACCESS ROAD COMMUNITY TRAIL 4 CITY 0 F RANCH 0 CUCAMONGA �� d ' !/�/` -- PER ROUGH GRADE o z LOT B 3.0' '` 9 CONSTRUCT 6.0' BLOCK WALL (SPLIT FACE BLOCK) PER DETAIL ON SHEET 6 \ g / �./ 3.0' 4.0' IMPROVEMENT o _ � ' 0.0'f MIN. r '• - _ v_ 10 CONSTRUCT DOUBLE DRIVE GATE PER CITY OF RANCHO CUCAMONGA 2.5'f MAX. M�r x 6.0' CHAIN LINK 11 m.< 0 20 40 80 160 d STORM DRAIN IMPROVEMENT PLA N STD. PLAN N0. 607, DETAILS ON SHEET 7 3.0' 6.0' CHAIN LINK x FENCE O o QRok E SS/aNq PRIVATE r 15 RETAINING _ FENCE 11 6.0' BLOCK WALL n ego��`r,'� C. ,y �� 11 CONSTRUCT 6.0 CHAIN LINK FENCE PER CITY OF RANCHO CUCAMONGA 12_0 SPLIT FACE BLOCK �J 1 Q 0 �c STD. PLAN N0. 607, DETAILSON SHEET 7 ( ) - - ' - TRACT NO. 14771 ' 4.5' HIGH PVC FENCE ( - z T3-01 PER ROUGH GRADE No. 20596 mIII 12 CONSTRUCT SINGLE DRIVE GATE PER CITY OF RANCHO CUCAMONGA 13 RETAINING 1 1 IMPROVEMENT Exp. 9V1`0-01 \* I N THE CITY 0 F RANCH 0 C U CA M 0 N GA r STD. PLAN NO. 607, DETAILS ON SHEET 7 WALL 2% .-I - \����; \2� Mq 9TFOf- CA`\F APPROVED BY : DATE:/�n�-;; v� 13 CONSTRUCT REINFORCED CONCRETE RETAINING WALL 3' HIGH EXPOSED -- - R `���� 24953 O 0 ( ) _ - CITY ENGINEER ---- _ - RCE NO PER DETAILS ON SHEET 6 1-71 CHANNEL SECTION B-B 4.a' MIN. THE HEI HTS AT z 3.0" AC OVER DESIGN - RECOMMENDED - 6.5' MAX. CITY OF RANCHO CUCAMONGA Mo... {»�R 15 CONSTRUCT REINFORCED CONCRETE RETAINING WALL (3' HIGH EXPOSED) - - 4.0" AB SOLID GROUT A K.C. I ` ' S.F. SO i� e1_ HAVEN VIEW ESTATES, L.L.C. - - - � . - 0aY.[N M- CA"614 11 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 604, DETAILS ON SHEET 6 NOT TO $CALF '�� BENCHMARK: SEE SHEET ONE -- - ±S@ ii✓STALG G.PGYJTEo R/P-.PAP 2'7iY.C,F r.4.� srT 8 \\/\ DRAWN _ _, ' r . ,.4:s,-.�, P.O. BOX 790 f SCNVITi 9.9:5,Qs,b SHEET i ( 1 i `/ A.K.C. I o - 4 i Y , E G 1 NEER S S U R V F r O R S OF 8 AGOURA HILLS, CA 91376 - L CHECKED CE NO 20596 DRAWING N0. f1� S.C.M. _ ISRI - 1b, -7- 4.� _ "_ _ ATE ��U� FILE NO I FILE: 41900\IMPLAN\CHANNEI4 01 -04- 01 5�lee+ b F 1 ELEVATION _A- A - � -- _GENERAL NOTES TE . ELEVATION B B U 2' VERT. REBAR CHANNEL WALL CONCRETE z GENERAL z z � TYP. v o a-w T cn v o z 12.0" 1. UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL ATTAIN A MINIMUM 1. ALL CONSTRUCTION AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH • - o #4 u #4 ® 12.0 OC CD - DEER_ CR_E_EK_ CHANNEL COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. THESE PLANS, THE CITY OF RANCHO CUCAMONGA, THE COUNTY OF SAN .f o z z - j BERNARDINO STANDARDS, CALTRANS STANDARDS, AND THE SPECS FOR } X X DETAIL ® REMOVE AND REPLACE EXISTING 2. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM PUBLIC WORKS CONSTRUCTION CURRENT EDITION. + Li, w PER DETAIL SHEET 5A C33. EXISTING r DETAIL 5 0 #4 VERT. ® 12.0" OC #5 0 8.0" OC J Nj �� 2. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND 12.0" HOOK ALL -- - - ❑ o o u D #4 VERT. 0 12.0" OC 3. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE (E) CHANNEL WALL r " " o o TYPE I OR II, LOW ALKALI, OR AS REQUIRED TO SATISFY SITE CIVIL AND STRUCTURAL ENGINEER. BAR ENDS 2 VERTS I 2.0" CLR. o z 5.0' c� - 12.0" 12.0" TYP. / TYP. 0.5" PREFORMED EXPANSION JOINT, TYP. o o z z SOIL CONDITIONS AS DETERMINED BY THE PROJECT SOILS ENGINEER. -I HORIZONTAL REBARS 2.0' 3.0' 2.0' 3.0' 20' o 4 ' 3. CONTRACTOR MUST CHECK DIMENSIONS, FRAMING CONDITIONS, AND L + + w w 4. WATER SHALL BE POTABLE, CLEAN AND FREE FROM INJURIOUS SITE CONDITIONS BEFORE STARTING WORK. THE CIVIL ENGINEER m o (3) #6 CONT. AMOUNTS OF OIL, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS, OR AND THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF 2.0" CLR. ------- #4 NP -- - -- #4 HORIZ. ® 12.0" OC OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. TYP. REINFORCEMENT. CORNERS INTERSECTIONS END -------- - SAVE EXISTING DOWELS TOP OF OPENING 4. CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED AS - - -- 5. ADMIXTURES TO BE USED IN CONCRETE SHALL BE SUBJECT TO PRIOR SPECIFIED IN TYPICAL DETAILS FOR THE RESPECTIVE MATERIALS. NP. ROUNDED AND REPOSITION AS 1.0" CHAMFER, " APPROVAL BY THE ENGINEER. 12.0" TYP. BAFFLE WALL SIDES SHOWN C P #4 HORIZ. 0 12.0 OC 5. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED TYPICAL REINFORCING AT #3 TIES 0 8.0" OC SLOPE BOTTOM OF OPENING 6. MAXIMUM PERMISSIBLE WATER-CEMENT RATIOS FOR CONCRETE SHALL STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. " 0.5"/FT. BE 0.50. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION 12.0" 12.0" ALIGN W/ EXIST. rt VISITS TO THE JOB SITE BY THE CIVIL OR STRUCTURAL ENGINEER - CORNER AND INTERSECTIONS _-_ . 7. CONCRETE SHALL BE CURED WHILE IN A MOIST CONDITION FOR AT DO NOT INCLUDE INSPECTION OF CONSTRUCTION PROCEDURES. THE CHANNEL WALL ; r OLEAST THE FIRST 7 DAYS AFTER PLACEMENT. METHODS FOR CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION NOT TO SCALE x� ACCELERATED CURING SHALL HAVE PRIOR APPROVAL OF THE METHODS AND FOR SAFETY CONDITIONS AT THE WORKSITE, THESE Off/ _ 2.0" #5 @ 8.0" OC ENGINEER. VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED - -- - . - BEND EXIST. DOWELS INTO INSPECTIONS. - - - - - - - - EXIST. CHANNEL -- PROP. SLAB & WALL 8. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING WALL FOOTING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED 6. DESIGN, MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE 4d OTHERWISE: DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE HOOKS and BENDS (2.0" MIN) CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM ELEVATION A-A LELEVATION B-B R R - INVERT SLAB, TOP ........................................... 4.0" THE OWNER, CIVIL ENGINEER, THE STRUCTURAL ENGINEER AND THE - f-- INVERT SLAB, BOTTOM ..................................... 3:0" APPLICABLE GOVERNING CODE AUTHORITY. DETAIL ® DETAIL ❑5 CHAMBER _STRUCTURE CHANNEL WALLS, EARTH SIDE........................... 2.5" CHANNEL WALLS, WATER SIDE ......................... 2.0" 7. ALL CONDITIONS NOTED AS EXISTING ARE BASED ON THE BEST -10 CD _- INFORMATION CURRENTLY AVAILABLE AT THE TIME OF PREPARATION DETAIL ® ROOF SLAB, TOP ............................................. 2.0" OF THESE DRAWINGS. THE CONTRACTOR IS TO VERIFY ALL 90' HOOK 180' HOOK ___ _-- _ _ ROOF SLAB, BOTTOM ....................................... 3.0' CONDITIONS BEFORE STARTING WORK. SHOULD CONDITIONS ARISE 0+89.46 NOT TO SCALE 9. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT WHICH ARE DIFFERENT FROM THOSE SHOWN ON THE DRAWINGS, THE ALL BE NOTIFIED IMMEDIATELY . R = 3d FOR #2 TO #8 INCLUSIVE ---_-- SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING CIVIL AND STRUCTURALAND ADDITIONAL DRAWINGS BASED ENGINEER SHALL MORE ACCURATE INFORMATION R = 4d FOR #9 AND LARGER ELEVATION A-A ELEVATION B-B ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN WILL BE PREPARED. ELEVATION C-C r THE STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. 36d AT CONCRETE 10PROVIDE 0.75 (24.0" MIN) TYPICAL REINFORCING - ^ CHAMFERS AT ALL EXPOSED CORNERS. 8. ADDITIONALLY FOLLOW ALL GENERAL NOTES SET FORTH ON SHEET 1 . SPLICES _ SEE DETAIL AND OR COVER SHEET OF THE CIVIL PLANS. it 11. REFER TO DRAWINGS FOR REVEALS, AREAS OF TEXTURED CONCRETE OR - SPECIAL FINISHES, ITEMS REQUIRED TO BE CAST INTO THE CONCRETE, CURBS AND SLAB DEPRESSIONS. FOUNDATIONS 1. ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE --------- --- PLAN VIEW OF EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL ALl FILLING, BACKFILLING, RECOMPACTION, ETC. IS TO BE PERFORMED TRANSITI - _ __ _ ____ - o o (3) #6 CONT. CHAMBER STRUCTURE � #5 ® 8.0" OC TRANSV. T & B 2. ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY A SOILS ENGINEER PRIOR TO THE PLACEMENT OF ANY CONCRETE OR TYPICAL REINFORCING BAR DETAIL ELEVATION c-c - - #4 C� 12.0" OC LONGIT. T & B REINFORCING STEEL. w SAVE EXISTING DOWELS DETAILF7 NOT TO SCALE ` / FROM STA._1+04.96 _TO_ 4494+07.00 AND RE POST?ION AS 3. DESIGN BEARING PRESSURE !S 1500 PSF. 104'96 SHOWN NOT TO SCALE 3.0' PER SECTION 6 4. RELATIVELY NON-EXPANSIVE FILL SHOULD BE USED IN BACKFILLING P 60 DIA. RCP BEHIND WALS ALl WALLS SHALL BE ADEQUATELY SHORED DURING BY OTHERS 9F 6S �.9 THE BACKFILL OPERATION. 2.0%� 5. ALL EXCAVATIONS, GRADING, COMPACTION, ETC. SHALL BE - - - - - PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEER. -- --_ THE SOILS REPORT IS HEREBY MADE A PART OF THESE GENERAL 10.0TOPENING FOR NOTES AND ALL RECOMMENDATIONS CONTAINED THEREIN SHALL BE REMOVE AND REPLACE EXISTING 60.0 DIA. RCP BY TYP. WALL REINFORCEMENT DETAIL 07 CONSIDERED AS MINIMUMS. �i � � DETAILF71 L #4 12.0" OC EA. WAY,EXISTING CHAIN LINK FENCE EA. FACE OTHERS 6. THE CONTRACTOR MUST VERIFY THAT THE PLANS HAVE BEEN REVIEWED AND VERTICAL WALL (JOINT TO JOINT) ELEVATION A-A ELEVATION B-B BY THE SOILS ENGINEER PRIOR TO START OF CONSTRUCTION. REMOVE AND REPLACE EXISTING WALL PER DETAIL SHEET 5A CHAMBER STRUCTURE CONST. JOINT REINFORCING STEEL ^� c-) z W! WATERSTOP 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 FOR L.4. ---------- - - r -r- DETAIL ® Uo C) o - ALL slzEs. o 0 0 CD o DETAIL INVERT SLAB: o d o 2. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12- 1 TYP. REINFORCING: L„ - Q NOT TO SCALE #4 ® 12.0" OC EA. WAY T & B + Q �+ + ? z USING PROPER LOW HYDROGEN ELECTRODES. ALL BARS TO BE WELDED L Z " #4 ® 12.0" OC EA WAY � w w � � � w SHALL CONFORM TO ASTM A706. uj 1M�N TOP & BOTTOM of SLABS TOP OF (E) CHANNEL WALL TOP OF WALL BEYOND TOP OF (E) CHANNEL WALL - DETAIL ® INTERIOR ELEVATION C-C 3. ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 BAR NOT TO SCALE DIAMETERS (2.0' MIN.) AT ALL SPLICES UNLESS NOTED W r __- - _ .- - ---- OTHERWISE. _ TOP of LID > - - TOP OF LID 4. SPLICES OF HORIZONTAL REBAR SHALL BE STAGGERED 4.0' O MINIMUM T I 48.0" I 0.5" PREFORMED G 0. 5. DOWELS FOR WALLS SHALL BE THE SAME SIZE AND SPACING AS THE EXPANSION JOINT, TYP. WALL REINFORCING UNLESS NOTED OTHERWISE. 1 EA. SIDE � 6. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE LATEST TRANSITION STRUCTURE CONST JOINT EDITION OF PUBLIC WORKS CONSTRUCTION. DETAIL C� a Q O y NOT TO SCALE c� CONST. JOINT 2 - 5 X 45.0IN OCTAGONAL TY RO ED o z W/ WATERSTOP # �' a O " BAFFLE L SID[S 6.0" PATTERN AROUND OPENING. DETAIL ® o I-' 2.0" DRYPACK ALL MIN - - - TYP. OP G I 2.0"� �,=_-�t DESCRIPTION OF REVISION DATE CITY AROUND RCP (16 BARS TOTAL) � APPROVED: cc _ #4 12.0" OC -T T T-- it CITY OF_-RANCHO CUCAMONGAEA. FACE TYP. LID REINF. TTT�--T T- r -T-r-T �-�--r � I � - I 12 - . I_ICly TYP. LID REINF. #4 z BARS EA. s= 0.1175 "- oFEss, STORM DRAIN IMPROVEMENT PLAN • FACE 0 12.0 OC J12 pQR / 12.0" C. 2.0" DRYPACK ALL � 4.0" d _ o �' �G� �q`� 10.0" Q� ��� (PRIVATE) I AROUND RCP IN 1 �� 5 DOWELS 10 18 �O 0 .�� F .�� _�_` #�.o" oc ��. �` \��0 \��0 INTERIOR ELEVATION B-e W TRACT NO. 14771 _ c� `' No 20596 �" Z �, z L-1 18 \�o Y Y Y * Exp. 9-30-01 1.4.0" `� NOT TO SCALE WALL THICK �o \ C)w oow- cl�w � ow ��,r C/m �P IN THE CITY OF RANCHO CUCAMONGA r Q 1.0" CHAMFER ® + vZ ovz N o �Z Fa` CAl F -- BEYOND INTERIOR CORNERS z Z �, z APPROVED BY DATE:ex ��l� W Q W Q L J Q O iU W = LiJ Z �� CITY ENGINEER - RCE 24953ZTHE HEIGHTS AT - CIlY OF RANCHO CUCAMONGA DESIGN - -- - RECOMMENDED HAVEN VIEW ESTATES, L.L.C. M°"` „'�°'` "�.` �� s.c.M. 1 �e NTERI R ELEVATI N A- A P.O. BOX 790 RFNCHMARk: SEE S�aF�, - -- - f _ lo. �" °f CA 921 f-- � CN. ��. 4.4�5,��, SHEET DETAIL DETA L � I- O _ O DRAWN � �,� a � �>'� � c""tf: FAX 0.o�5,as,t AGOURA HILLS, CA 91376 A.K.C. -- - 5 8 ti G N E f R S S U V E r O R S l y . F : _ _ OF__ NOT TO SCALE NOT TO SCALE NOT TO SCALE CHECKED DRAWING NO. M NO 20596 Lr II 7r� S.C.M. DATE - �l'�' � LE NO _ -l�h� .�- F. -ILE: 41900\IMPLAN\CHANNEL5 11- 02-00 960je4L-4- .5he-e+ 01: NOTE: WALL TO BE CONSTRUCTED OUT OF SPLIT FACE BLOCK $" CHANNEL SYMMETRICAL ABOUT OF CHANNEL OMIT MORTAR FROM VERTICAL JOINT #4 BAR - CONT. AS SHOWN IN FIRST COURSE ABOVE PROPOSED NORTH WALL GROUND LINE AT 32" CENTERS FOR #4 BAR VERT. ® 24" O.C. WEEP HOLES. FILL ALL CELLS WITH CONCRETE I (2) #4 HORIZ. 0 C/L WALL SECTION B—B SECTION B—B ® 12" OC cnSOUTH WALL x 10" C.I.P. o w m CONC. _#4 VERTS. ® 16" OC ' " PLACE EXPANSION JOINTS EA. FACE C) z Qck� H=6'-0" AT 40'-0" CC MAX #4 DOWELS 0 1C OC j 2- 4 BARS CONT. " CEMENT SECTION A—A 3 + 07.90 EA. FACE 10" # 2 CTIO —A i 00 CD O " MORTAR CAP H=4�_8" r - 42 2 2x4 KEY 3/4" CHAMFER Q #5 BAR VERT. 0 24 0.C. F_ _o ' COLD JT. aof, SLOPE SLOPE z 2" CLR 2" CLR "*--TOP OF FREEBOARD H=3'-4" I N - '1 :D cn —� -- - - _ o x - - - LIJ 0 o J GRADE AC PAVING GROUND LINE CONT. 1 SQ FT/ LF 0 9- oQ FRONT FACE NE FILTER EF.ABRICPPED 4 CONT. ® 12 OC 12" MIN " - { SECTION C—C SECTION C—C BEHIND 2" DIA. AGGREGATE BASE # 2"X4" KEY + WEEPHOLE 5' OC OR COMPACTED TOP & BOTT. FILL PER SOILS REPORT CONT. 3-#4 BARS CONT. 16 16 �� 16 ��416 ���16 t6 •• � �` � � � EXTEND CAULKING 6" � - — h T'� BELOW FINIS ED GRADE 3,_0" TYPICAL STORM DRAIN CHANNEL SECTION SECTION B—B 6' BLOCK WALL SECTION (PRIVATE) 9 ELEVATION — MASONRY CONSTRUCTION 5'-0"_,j i SCALE 1 " = 20' NOT TO SCALE I i DESIGN CRITERIA: 3 + 07.90 -- --_ SYMMETRICAL ABOUT MASONRY: fm = 500 PSI Q OF CHANNEL REINFORCE CONCRETE: EARTH = 120 PCF CIP RCB CULVERT NORTH WALL SEE SHEET 5 0.5' 25.0' 0.5' 2' SURCHARGE (2) #4 HORIZ. S( (� - EQUIVALENT FLUID PRESSURE = 36 PCF FOR DETERMINATION OF TOE PRESSURE ® 12" OC SOUTH WALL 27 PCF FOR DETERMINATION OF HEEL PRESSURE , ,� 8 1/2" C.I.P. f opt ' < CONC. Vq S ��1(44, ��f14 13 �o #4 VERTS. ® 16" OC 2:1 UNLIMITED SURCHARGE: EARTH PRESSURTE DETERMINED FROM RANKINE'SI MAX. 19 FORMULA 0 = 33'42' TRANSITION CHANNEL PLAN 18 EA. FAG[ `-- y �Z0,0M- gR`fS MINIMUM ALLOWABLE SOIL BFRAING CAPACITY OF FOUNDATION MATERIAL = 2000 PSI - -- -- - -- --- #4 DOWELS (9 16 OC 6 1/2" 3/4 -_ - �- qX NOT TO SCALE EA. `ACE 2x4 KEY " CHAMFER o ,< i i Q 4 24 �°�" SLOPE SLOPE ;., =: f COLD JT. ----� �- - - � -- i H=6'-0" H=4'-8" H=3'-4" °F.. :oo-o- ' -alp - ►If- °- ° 1 2 CONT. 1 SQ FT/ LF 12" 12" MIN � EMERGENCY ACCESS TRAIL SECTION PEA GRAVEL WRAPPED #1'-0" IN ALTER FABRIC #4 CONT. ® 17" OC NOT TO SCALE FRONT FACE MIN. 1/4" PREMOLDED BEHIND 2" DIA. AGGREGATE BASE TOP & BOTT. FINISHED GROUND LINE EXPANSION JOINT WEE PHOLE 0 5' OC OR COMPACT[D ' FILLER " FILL PER SOILS #4J@12 El 6" O o MIN. REPORT �'1 � #4@ 2 1MIN.-0 I z CAULKING " 3/4" R TRANSITION STRUCTURE SECTION Q DESIGN LIMITS FOR ELEVATION SECTION A- A BATTER 2:8 CF SECTION C-CCL SLOPE OR SURCHARGE TYP. NOT TO SCALE NOT TO SCALE —� NOT TO SCALE �-- 2' SURCHARGE z LAYOUT LINE TYP. I " �\����0 MORTAR CAP. TYP. S�4QE �N -LAYOUT LINE uj PAVEMENT 0 I � � 0" CC #5 MASONRY CL CONSTRUCTION 2 CL. x ASPHALT CONCRETE_BERM 7 5/8" 00 PLAN CITY OF RANCHO CUCAMONGA_ 19 #5 s FOOTING STEP _DETAILS o STD. NO. 1,04- 0-1- 6 j Q NOT TO SCALE 8" #4 TOT. 2 1 1/2" NOT TO SCALE MIN. D 1 IDESCRIPTION OF REVISION DATE CITY APPROVED: TYPE DESIGN H 3'-4" 4'-0" 4'-8" 5'-4" 6'-0" O-J— \ I __ -_ - I - - - 3" CL. - #4 TOT. 2 B-- - W 2 -02 2 2 2 CITY OF RANCHO CUCAMONGA -- F.. © 6 B #4 ®16 1#4 ®16 #5 @16 6" TYP TYP — -- - - - �oFEssi STORM DRAIN IMPROVEMENT PLAN B O #4 ®16 #4 016 #4 ®16 #4 ®16 #5 ®16 �pQ C � w W_ FOOTING CONC. �� �o �� (PRIVATE) , r H=4'-8" MAX. CU. P /�_F_ 2.5 2.8 3.0 3.3 3.6 ti �� lc l-1 / L.F. g l 9.6 11.8 12.9 15.4 `�' No 20596 TRACT NO. 14771 _ _ �- Exp 9-30-01 *�91� c �* IN THE CITY OF RANCHO CUCAMONGA MASONRY RETAINING WALL O CALF - --- APPROVED BY - DATE41,;11- ul 0 CITY OF RANCHO CUCAMONGA f5) THE HEIGHTS HTS AT CITY ENGINEER CCGIi RCE24953 DESIGN - -- RECOMMENDED CITY OF RANCHO CUCAMONGA •• STD. NO. 604 HAVEN VIEW ESTATES L.L.C. �� - S.C.M. s 90[,CM -. C.9 „ - Bio �, . �4J� l/ll�o ._ RE NCNMARK� S_EE SuEET ONE _-- - --- __._� _ - Yorce 94"251 6121 DRAWN ' e scm�iyr ,�r 94925,os1 SHEET NOT TO SCALE P. . BOX 790 A.K.c. P _, � - NA;�4E s�.�E.aRs- 6 $ AGOURA HILLS, CA 91376 - -- _ - . OF_ Q CHECKED 20596 DRAWING NO. N O _ S.C.M. DATE _.. �IJ'�/ ILE NO FILE: 41900\IMPLAN\CHANNEL6 11 -02-00 �v,o3eet skee-+ 0f i I i CORNER OR BARBED WRE END POST CAP - SEE NOTE 1 2 5" 4'-0" 5 SEE NOTE 4 WID1H TOP FRAM 5 8" VERTICAL BARS _ 3" TO TOP 0 E / MID MEMBER " LIFTING PLUG MEMBER ® 6" OC MAX 2" OF FABRIC L 2 X 2 X 3/8 1 -1 DETAIL - %Y Y P-x-�- SECTION --- - SECTIONPIPE RAID TRUSS TIGHTENER xTxur 5" FROM TOP OFxk .SECTION A-A HINGE DETAIL F-F F-F N T - n r, .12'-0" MIN 1.1 H x �;/ 1 �' FENCErSYM. ABOUT --- - ----- --- _ max �k STEEL TENSION SEE NOTE 9 - �1 EVERY 1 4 1- 12 x X CHAIN LINK FABRIC. FOR TYPICAL RAIL AND l OTHER o LINE POSTS i = z CONFIGURATION OF TOP AND f SECTION �7- i SIDE FRAME BAR �_R TRUSS ROD PANEL - fu - MEMBER TENSION ROD TIE WIRES- BOTTOM EDGE OF FABRIC 1 1/2" STD. GALV. PIPE IL \ B-B 1 SEE SPECIFICATIONS. � TYP EVERY 1 4 � GROUND LINE BAR �� _�7 PL 3 8 SAND PLATE TRUISSLRODILPANDL _ __ _ _ _ _ _ / 2 � FOR GATE FRAME ! II it II II II II II II II SII II II II TOP FRAME MEMBER �,, SECTION B-B T ���� { - _ _- _ ��` L 2" TO TOP STEEL TENSION / \ _ FABRIC SAME II II II II II II II II II I�N-1L 4 II 1 4 AT EVERY - 'Y xrxx ! II II II II II II II ii �� ii �� ii ii III SIDE FRAME MEMBER �\ BAR SECTION C—C BOTTOM OF FABRIC F BAR AS IN FENCE 3" ! Ili II II II II II SECTION C-CII ! NOT TO SCALE 3s" i P.C. CONCRETE � --- EVERY 1 4 CLEAR II II II II II II II li i� �� �� III y NOT TO SCALE 1/8" X 1" STEEL TENSION J = ! II I I I I II II II II II II I OTHER BAR / 25' ^ -- — 1I II I I II I ,� AND TIGHTENER PL 3 8 SAND PLATE BOTTOM FRAME BAR BANDS SPACED 8 SAME END POSTS TENSION ROD i II- Ik II #k j- 1- � A -4-4=_11 _ / MEMBER AT 16" INTERVALS -'� H F # = L I MID- MEMBER �- OCEAN OUTLETS ONLY - - --- - �- I ^ II Ir it 11 11 7t -11-11 ( ) –'1 III I II II II II II II II II II II tl L3X3X3/8" 12" 60 OR 30 - -- BOTTOM FRAME SIDE FRAME TYPICAL FENCE ELEVATION LESS PL 3/8 SAND PLATE ! }� {� } 5/8" FLAT VERTICAL - - MEMBER II II II MEMBER (OCEAN OUTLETS ONLY) S TION D-D BARS 0 6" OC MAX `� NOT TO SCALE OVER 36' 1% I' EC s 60 36" I �s 1" FOR FLOW _ " E ! 1 FOR H=4' & 6' 1 " � TYPICAL RAIL AND TENSION ROD PANEL SLOPE OR 1/4 1 1/2 FOR H= 8' & 10' LINE N \ I �1 1/4 1 1/2" FOR H=8' & 10' POST INTERMEDIATE POST r` x INTERMEDIATE AND SLOPE POSTS 12^ SHALL BE INSTALLED AT NOT Q - / 'k ti r Y- x MORE THAN 300' INTERVALS DIA. - _SECTION D-_D_ _S_SECTION F-F N - ----------- __ _ Yx PIPE RAIL yx" ALONG FENCF LINE AND AT BOTTOM FRAME MEMBER --- SECTION A-A W PIPE RAIL GRADE CHANGES EXCEEDING 5% x xx TYPICAL WALK GATE �� '_ ALSO APPLICABLE TO CHANNEL BASE PLATE NOT TO SCALE NOT TO SCALE o �x,� ��� , _ �,x,_ T2 W - z z rn:;x FENCE DETAIL NOT TO SCALE w x PL 7/8 X 9 X 0'-9" 45' ANGLE ARMS 2" 0 DOUBLE EXTRA _ _ ^� 5^ " PATE T TWO HINGED INLET BARRIER — BARBED WIRE 2 STRONG STAINLESS _ �- y - - _ - j STEEL PIPE " 1 � �- 1 r F - - - � .. ,� �� -4- 2" 15"j5 NOT TO SCALE 2" 5/16 1 1/2" 6"� 1 1/2 GROUND LINE —�--�TYP F 1 1/4" O SHEAR PIN - 36" STAINLESS STEEL { rX /x SECTION E-E —� – 8„ - Y } `k y Kh X - PL 5 8 -_ f� x 3 37 �_- PL 5/8 12 HEADWALL FENCE PER ll 5/16 _1 �1 f`- - TYP DETAILS HEREON EXCEPT WIDTH VARIES 12'-0" TO 36'-0" WITH TOP RAIL - - -- ED MAX SINGLE LEAF ADD 4 - #5 BARS - x INTERMEDIATE POST DETAIL �� - - "- • 20' LONG BOTH WAYS • 0 QpN FABRIC SAME GATE 18' - 0 NOT TO SCALE R 3" 3 FILLET S�0 FOBR C TO POSTS 18". TIE °- NAS IN FENCE SEE GUSSET DETAIL SECTION K-K SECTION L-L N YP i u r� - - - - - ,� -- -- FILL CLEAR OPENINGS k Y P�- N r ADD 4 - 5 BARS f' NOT TO SCALE NOT TO SCALE P - X x = PE "ATE l >x > > TIQ�C x x x CHAIN LINK THAN x Y FRAME 20" LONG BOTH WAYS 9" l - - ---- - - -- - - - - - - - - ^ " 1 LINE -- . _.. - - -- - k TENSION ROD x ,t ,11 - - - - - - - - - TYPICAL RAIL AND TENSION ROD PANELx SEE GUSSET ' AND TIGHTENER PIPE SECTION E-E - - 1 1/2 6 1 1/2" PosT x DETAIL „ _ x j STIFFENER } I D X Y "'� 3" PL 7/8 X 9 X 0'-9 1 1/16 0 � � PIPE RAIL USE ONE POST AS AN END 8' MAX OC I 1 Y s 4 . I (IN.) (IN.) (IN.) I CLEAR HOLES TYP _ r nx �� � =' � ,� ' AND HEADWALL POST IF TOP OF CHANNEL WALL IS 5 2 1/2 3 1/2 r\v N "' CONSTRUCTED AS SHOWN 4 - o — BY DASHED LINE. PLUNGER ROD / 6 3 36" WITH LOCKING DEVICE 7 3 112 4 112 a' - _ �' TOP OFcn HEADWALL 8 4 5 I CHANNEL WALL ! II -- II PLUNGER ROD CUP l TOP OF --i h— EMBEDDED IN SEE EMBEDMENT i HINGE CLEARANCE SECTION E-E 'CHANNEL WALL POST OD + 8" 1 CF OF CONCRETE ---- C C - - -� l -, . � _ DETAIL jj 9 4 5 - L 2 TO DETAIL NOT TO SCALE N N BOTTOM OF FABRIC TYPICAL DRIVE GATE _ PLATE S DETAIL SECTION M-M IF WALL THICKNESS - - - - _ INSTALL FEN CHANNEL WALL AND _WINGWALL SCALE N AL - - - IS LESS THAN 8 NO 0 NOT TO SCALE NOT TO SCALE GE _ Y OUTSIDE ;HE WALL PIPE NOTES DETAIL AT HEADWALL POST SECTION L-L - PLATE S DETAIL 1" 0 BOLTS PLATE T - - -- $ECTION__.M-M 1. WHENEVER RCB SIZE FALLS BETWEEN SIZES SHOWN ON THE TABLF. THE NEXT LARGER SIZE SHALL BE USED. FCATE RAME NOT TO SCALE 2" 4" a Q 71SECTION M-M - GUSSET FRAME /�1/8" 12" FOR LINE POSTS 4 -- {--- -� 2. ALL FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER. / NON-SHRINK, 1 " F J ADD #5 516 GROUT 8 OR END BARS 20" _ nPX----- - - 4" 2'R CORNER AND LONG BOTH T _-_-_ } -SOFFIT 3. ALL HINGE ASSEMBLIES AND BASE PLATES SHALL BE STAINLESS STEEL. °. INTERMEDIATE WAYS ! r- - - - -- _- - - - POSTS _ 4. THE CONTRACTOR SHALL MAKE ANY NECESSARY MODIFICATIONS TO ALLOW FOR THE SIMPLE REMOVAL OR II GA. 1" 0 STD 3T ; 1/2^ -- -- -- - --- INSERTION OF HINGE PINS IN ORDER TO INSTALL OR REMOVE THE PROTECTION BARRIER. ENDS OF HINGE WIRE TIES 5" 4^ ° 3/8" GUSSET 1/8- STEEL PIPE SLEEVES I I TYP - 2" 0 DOUBLE EXTRA PINS SHALL BE THREADED IN ORDER THAT NUTS AND LOCK WASHERS WILL BE FLUSH WITH THE HINGE / " ° i TYP 5" PLATE PLATE 1 8 STEEL PLATE 1.D. SHALL BE 1" W - STRONG STAINLESS PIPE. THREADS BEYOND THE NUT FACE SHALL BE DAMAGED TO PREVENT REMOVAL. --� �- LARGER THAN PLATE T I I I i STEEL PIPE �- 12" LONG #5 O.D. OF PIPE POST SECTION L-L 5. ALL FRAME MEMBERS SHALL BE GALVANIZED AFTER FABRICATION. '� 1/8" REINFORCING TENSION BAR W SOFFIT - STEEL BAR DETAIL C SECTION K-K 6. IF FIELD WELDS ARE NECESSARY, GALVICON, GAI_VALLOY OR AGENCY APPROVED EQUAL SHALL BE USED 3/16" X 3/4 MIN POST EMBEDMENT DETAIL IN � DETAIL----C --F - FOR COATING. �� - - - - - - _ - 0 DETAIL D 7. MID- BUMPER SHALL BE USED FOR 3 HINGED BARRIERS. DETAIL OF CUT-OUT GUSSET DETAIL PLUNGER ROD CONCRETE -HEADWALLS, cr NUT AND 8. ANY DEVIATIONS OR MODIFICATIONS TO THIS STANDARD SHALL BE APPROVED BY THE AGENCY. FOR CHAIN AND LOCK NOT TO SCALE CUP DETAIL RETAINING WALLS CHANNEL a- WASHER i SECTION K-K PI_ 1/4" X 1 1/2 9. AT OCEAN OUTLETS OR WHEREVER THE TOP SLAB SERVES AS A WALKWAY. THE TOP SLAB THICKNESS NOT TO SCALE NOT TO SCALE WALLS ETC. X 0" - 1 1/2" SHALL BE INCREASED BY 3" IN ORDER TO PROVIDE A RECESS FOR THE HINGE TOP PLATE. THE RECESS NOTES - �- 4 1 2" 9" - 4-1 2 SHEAR PIN SHALL BE BACKFILLED WITH GROUT AND SMOOTHED AS SHOWN. " NOT TO SCALE Z / / 1. SECURE DRIVE-FIT GALVANIZED CAP TO POST 1/4 ROUND HEAD RIVET. ♦ 10- PROTECTION BARRIERS FOR RCB CONDUITS SHALL BE SLOPED TO SWING OPEN IN THE DIRECTION Q IS" HINGE DETAIL DETAIL D OF FLOW 2. H DENOTES FABRIC WIDTH AND NOMINAL FENCE HEIGHT. H SHALL BE 5'-0" UNLESS OTHERWISE SPECIFIED. a: - DETAIL NOT TO SCALE NOT TO SCALE 11. MEMBERS SHALL BE SELECTED FROM TABLE 1 UNLESS OTHERWISE NOTED 3. IF CHAIN LINK FENCE WITH TOP RAIL IS SPECIFIED, DELETE STEEL TENSION WIRE AT THE TOP, AND PIPE RAILS 0 AT INTERMEDIATE, END AND CORNER POSTS. EXTEND TENSION ROD TO THE TOP RAIL. 12. DESIGN LOADS: A. INLET/OUTLET: BULKED EED = 85 PCF B. OCEAN OUTLETS: 1. 1800 PSF ® SAND PLATE AREA 4. BARBED WIRE SHALL BE USED ONLY WHEN SPECIFIED. 2. 600 PSF @ LOWER OPEN AREA DESCRIPTION OF REVISION DATE CITY j BOTTOM FRAME APPROVED: cr MEMBER 5. ALL DATA SHOWN ON TYPICAL DETAILS SHALL BE APPLICABLE TO OTHER PERTINENT DETAILS O R - , ,/4" X 161/2" EYE BOLT CITY OF RANCHO CUCAMONGA ' TABLE 1 : INLE�OUTLET _SLOPED PROTECTION, _BARRIER SEAL WITH ASPHALTIC BOLT - - BREAKER SO BOLT CAN BE LH_EET 3 OF STD PLAN 36� (n REMOVED AFTER CONCRETE - ,— - CHAIN LINK FENCE AND GATES STORM DRAIN IMPROVEMENT PLAN CURES BOX SIZE NO. OF HINGE HINGE VERTICAL BAR TOP FRAME SIDE FRAME BOTTOM FRAME - --- -- -- - END PLATE WELDED 1/4" W X H HINGE SIZE SIZE SIZE (INCHES) MEMBER SIZE MEMBER SIZE MEMBER SIZE 10 11 Q�OFESS�pN� (PRIVATE) r TO FLANGES AND " „ 9 — - — -- - -- -- _ - - - - - - --- -- CITY OF RANCHO CUCAMONGA �� �� O .� � l EB OF SIDE MEMBFR PL 1 112" X 9 X 0'-9" - 112 - _ 4 X 4 2 2 2 1 X C 4 X 7.25 C 4 X 7.25 TS 2 X 2 X .250 � BURN AND GRIND STD. PLAN 6 7 12 16 P� z TRACT NO. 14771 ti 6 X 6 2 2 2 2 X 1/2 C 4 X 7.25 C 4 X 7.25 TS 25 X 2.5 X .250 - �- No. 20596 1 1/8" HOLE FOR — — ---- EXP. 9-30-01 IN THE CITY OF RANCHO CUCAMONGA r 71 -- " BOLT NOT TO SCALE *meq civet �* -- r PL 1/2 X 4 X 0'-8 = ; ,�' F� ,��< APPROVED BY - DATE: ��_ - 2 112" sTAINL Ess STEEL TYP SLOPE PROTECTION BARRIER / � 5"� � - CITY ENGINEE ���,(�(� RCE 0 24953 - 3/4" 0 X 5" LONG - �; - --. -- - - __ _ THE HEIGHTS AT DESIGN--- --- - - - - -- -- RECOMMENDED z — 1/4 ANCHOR BOLT TYP CITY OF RANCHO CUCAMONGA oo.motif ,�npft-WIlr ��. I AMERICAN PUBLIC _WORKS ASSOCIATION �7 HAVEN VIEW ESTATES, L.L.C. a� a �u� ___ -S M _— iso BASE PLATE DETAIL LIFTING PLUG DETAIL STD. PLAN 360-0 P.O. BOX 790 NCHMA .K ET oN_ DRAWN a ,�"�„_ « 9.;;S,o57� SHEET V - — AGOURA HILLS, CA 91376 - —A.K.c. .: NfE.s ��R�E.oRs -- 7 - OF__8 Q NOT TO SCALE NOT TO SCALE NOT TO SCALE CHECKED NO 20596 DRAWING NO. AP S.C.M. DATE _ Il'�'r ILE NO r ILE: 41900\IMPLAN\CHANNEL 7 11-02-00 Stxee+ aF C> 06 0 p un o 0 �Q,00=45.5 CFS + `n - ' . N 2552'12" W 10 `m' o Qioo=13.4 CFS �Q1oo-13.4 CFS �Q�oo=45.5 CFS rn o Cl CD � 11.44' o � - U? - � o ao o+ N 2T52'1'' W ccw FV o N , rn FOO o0 00 `'' C� 11.44 h{ O CP �' Qtoo=39�2..CFS .n oo `Lo o,° °' ,ri o, ioo-27.0 CFS �� ^gyp ��1• p `l �Vo00 Oh + + o N 11'20'27' W 2.0' ^� ti F o `� o 0 0 0 o `L ti ti v o o 0o I poo po o p o 10.17' / `L FV ti� �� �� �0 p .�. O O N 2n2'12" W ^�� �. �h V FO o - o rn 2.0' 50 `L� V 1� I V, - T1.44' 2.0' F�' �`�• �5 �V ��' �o� p0 h0 + G + N 29'52'12" W l `ti w F F�' Q `L Fo '� N 16'05'08" W �`'�� Oo po +/ po p h0. O� o 36.80' 17 11 -8 - - `l 12" W - _.. -- IV '� o o N 29'52' o 11.44' © 10.37' 2.0' tip' �o `L�' �c� `L`' �c� `1� �O��0�0 11.44' - ��� - t9 cq O C� w 2.0' 17 PO � - ' C `L v }7 �L O - - �. 30.�ori 17 ti�'Oo/ 17 ��o o �0 0 17\� © 1=86" N 3523'01' W o0 0� 00 00r- 11.44' pp oo_ ��u O� N 2552'12" W -► 17 8.80% `ti v I f�C �`� N 29'52'12" W r�� bio �h po 01 � 1}.44' Q 3.60% N 29'52'12" W _ L ' '_i� T - + Q , . � � - - - � O 12.64 `11 C� `L V `L V `L c� `L V +- - ---- - 11.44' -� - 7-- --- 7 11.44' I 17 17 �`70�0 ��� 17 \ 20 �C F �C X- 3.80% `L 8 17 3.60% - - - - - - Vo� �' N29'�2'12° W 3.60% 17 11.44ti .LO 0� \O `ti g� �\ 01 �\ 'oma' �` 17 } 2.00% - 3.60% - 5 -- `1`ti <1\ v�� `1' � `ti `ti `L1' 1' O �• '� F� `L> �. Oo, `L >k � �\, �s D � o, D � Dp e � p, "� F e° o• '��` p'` ��` �0 `L �. O �• O `L. 1 D `� `o• �C` `L 1 D1• o ^O'�• eco \ �o - - -- - - - - - - - - - - - - - ET DETAIL--A INLET DETAIL B INLET DUAL—, C SCALE 1" = 20' SCALE 1 " = 20' SCALE 1 " = 20' - - INLET DETAIL D �Qioo=35.6 CFS ` - - o N -_ - --- - _ - - - c5 Q.. -- + I r IliN N Qtoo=35.6 CFS + N- N o 0 N 3523'01" W ���• 1� 10 oN N 6954'43' W ti1p� o 0©12.77 N 4758'57" W �p Oo O crPoaap LOS ANORFS DEPART -' - \Qloo=183.3 CFS _ 20.01' 2.0' wb0 ti0�w 14.88' ti1�w 2.0' �11w ���v tip' OF WATER AND POWER Q a 6.0' CHAIN LINK TYPICAL Y r o _ / N 38'23 O1 W � �`--� ~ � FENCE INLET SECTION __ + V o y 12.7: I m X 12.0' 10.01 rn r} m , 17 �0 �4'�ov 17 \ I �\ / } ti��v� 17 !� NATURAL ILET TO CHANNEL RETANGULAR CHANNEL \/ /�C - L a GROUND Z N 4536'27" W Fv O p p oo ,tioo p0 00 _ oo oo Oo �o N 38'23'01' W Oo%-- 22 - 2.60% - I _ 1_. - 2.0" Q Op � 0 1�0 1 ^�O ,��. ,L1 0 ,�\ ,��• _ �O 2.0 Op' 10' \. 12.66' t2LLZ 13.86' �� `L o ti FV ti �o `L F� `L F� ti �o F� F� `ti �o `� Fo `L X _ 10.0 6ECT�oN X-x \\ 25.0% MIN 1.5 ' MIN. A1���� O �'�`O hp �1 ��o1 �\ ��� .� \ N rs ��AX j 2.0' MAX. D 17 }7 `L Fo 17 © ti� `ti 3.0' .��� 4.0' I_ } 2.60% - 18 2.00% -- `L�o�`L� �� a \, `T�1``' n� r CUT OFF 17 `L�1`°1 ��• of �xisr. G,eeavo-'� WALLS O �. S 1��'� �`� '�'`X ,�01 °'� ti `LO �c�o O� 1 D X01 `L�° �- _ --- - - - - - - - - - - - - / TYPICAL INLET SECTION C-C 17 O � � N 1 AL .vrs. NOT TO SCALE LL INL SE�CTIDN s',yw --- INLET DETAIL F •, , �,�. --- - 5 Z -- ---- SCALE 1 " = 20' - - 6xov o Exi6r. orrrN - ► -- _ - ---- - --. 2 • cc 17 --- _-- -- - y/ ,eE SEO FO.Q .t/P ,P - APR /r W'4 z L S N ; �. DESCRIPTION OF REVISION DATE y x \ S�C770A0 Z Z �� CITY APPROVED: ` CONSTRUCTION- NOTES o ti Ts ''; J X 2 I CONSTRUCT CUT OFF WALLS PER DETAIL HEREON •�= •• •• • ••• ,� CITY OF RANCHO CUCAMONGA ' 01 1 p� //1/SrALG c�.eov�o 2' T.�rc,�rC �� �'�� Q STORM DRAIN IMPROVEMENT PLAN c/)` ` FO,Q OETA/L hE�EON oe�°FEss/oNq� (PRIVATE) T= CTYP� R,IP RAPL��/L �� c. TS. No 20596�� TRACT NO. 14771 * EXP. s-3o-o1 * IN THE CITY OF RANCHO CUCAMONGA r sI �I m \P - qTF� APPROVED BY DATE: CITY ENGINEER _ RCE too 24953- 0 THE HEIGHTS AT - - -- -- --- DESIGN - RECOMMENDED ET DETAIL E CITY OF RANCHO CUCAMONGA S.C.M. " - HAVEN VIEW ESTATES, L.L.C. - r._ o., . �':n6,. SCALE , 20' D�� �1+►1�� BENCHMARK SEE SHEET ONE -- - - DRAWN € ; 3 y r- 9!9]5,i:7, SHEET P.O. BOX 790 ,J )CNUI,2 F&x H9Z5,95,6 AGOURA HILLS, CA 91376A.KK.C. v ,. df RS IN res _SURVEYORS-- - _ _ � _--SURS-- - --- -8 -OF- 8_ CHECKED 0 20596 DRAWING N . S.C.M. DATE -_ a: � lr• O/ FILE NO -- lbY7--✓ -- FILE: 41900\IMPLAN\CHANNE17 01-04-01 CONSTRUCTION NOTES �J CONST, JUNCTION STRUCTURE "C" PER ARMY CORPS OF ENGINEERS STD, SHT, 5 1 EA a-- INSTALL 57" RCP (D-LOAD PER PROFILE) 8 LF GENERAL NOTES ■ ` 3a--- CONST. LACFCD TRANSITION STRUCTURE NO, I IN ACCORDANCE W/DETAILS, SHT, 2 1 EA 1. ALL. WORK SIIAI 1. 111 I)ONI IN \( ( OR 1)AN('F WI1-II 11IFS17 111 ANS, 'I III- ('11 N ®-- CONST. CONCRETE CHANNEL, SBCFCD STD. 192 E, SHT. 1 55,540SF OF RANCIIO l'U('AMON(;'\ (''Al I R ANS, SAN 13FRNARI)INO (-O. SIDS. ANI) SPECS. ANI) S 1 I). SP1:('S. I (►R ['1 111 Ill It' WORKS ('ONS I R t I('1 ION ('UR R f N 1 5a- INSTALL 6' CHAIN LINK FENCE IN ACCORDANCE W/SBCFCD STANDARD EDI FION. ('ON I IZ n(' I OIZ Ill \1 I 111. I-AKIII TAR 1\'11 II AND SIIAI I ill SPECIFICATION DRAWING (, SHT, I 2rQ30Ur R E.SPONSIIII.i': rOR AI)I11 I'. I N('F 1 O 1111 sF S l nNunlzus nNl) Srrc'll Ic`n I lc)Ns. 6 CONST, J.S. N0. 2 WITHOUT MANHOLE PER CITY STD.331 / Et{ 2. Al.l. F'IPFi INKS OIZ Sl IIIS l I`1 It'I 1 rl' I S OF ANI' KIND, -1 !'I I I'IIONE OR I'O11 l l2 '� ��'� ���� O� ���C�O CUCAMONGA POLES, TVA I FR 1\11 I I I.S, \ \I \ I I IRF IIYI)RAN IS, F' I ('. S110\\'N OR NO1 GRADE EMERGENCY ACCESS ROAD 250051;: SHOWN ON I IIIA i'I ANC \II I IIIN 1111- RI(;I11 Of -11',\l' 1 INTI IS OR IN AI)JACI:N I AREAS \\•III RI 1n11'I�r +\ I N1FN I WORK IS TO 111 I1ONF SIIAI I iII 8a-- CONST. 6' BLOCK WALL PER DETAIL HEREON l�Qh RFMOVFI), RFLO('A111)OI' I'I?r) II ( A1-1) INI'I.A('FASRVQI11It11) AI No I)SI TO'-I fit- CI I Y OI i'. \N( II ) ( t 1( \'.ION(;A. O� gO-- CONST, DOUBLE DRIVE GATE PER SBCFCD STD. SPEC,DWG, I (12' WIDE) 1fcP ?. A PEIZhill SIIAI 1 Ill ()1 11 \I!\'I I+ ! I`ON1 MIF ('1I 1' OI RAN( 'IIO ( lI('AKION(;'\ F E N(;I N L E R I N(; I)f V \I' I `.13 N I I'IZ I O IZ I O A N ti I N( IZ O•\( I I M I N I O R � f t T 4 SNS E T 3 �/0 --- CONST, 60" RCP (D-LOAD PER PROFILE) /24 L F CONSI R(II ' I ION \\'I I IIIN I III ( I I 1 t)F RAN('IIOCI►('nMON(;A I ASFMI N I OIZ '9 4f LF RiG11 1 -OF-WA Y SHT. 2 �� // CONST. CONC. CHANNEL PER CALTRANS STD. PLAN D 80 (FLAT INVERT) •1. AIA, SI:WI:R, \VA I I I', FI i ( I Rl( . 1 \S III ION F OR 0 I1VR ll I II I I Y LA I FRAI.S. EA + ' � 1 3 i O � 1 ZO ,� 1 ��3 34 �`,� C',S, lQ CONST. PROTECTION BARRIER PER S,B.F.C.D. STD, S.P.SP101-I (Asti. 3) NIAINS, OR CI\Y)SSIN(; S11 \1 1 131 ( ()NS RIWl FI) PIZIOR 10 I AVIN(; 9 S. CITY APPR OVA I OI- III A�JS I)(11 S No IZ1 I.IFVF I IIF ill \ I I OPFIt I ROM RE.SPOq,511111.I I Y FOR fill ( 1 )RRF(' IION OFA FRIZOR ANI) OMISSION �� ri s ♦ N t Varus S Not DISCOVL ZI-1) I)IIRING ( ()NSI I' I '( I ION. UPON RI-Q111-SI , Illi: RFQlIIIZI-0 �� 4 19 22 32 PLAN RFVISi()NS SIIAI.I. III PR( +'AP I I Y Sl1i3N1I 1 IFI) 10 I Ill- (.I I N' F.N(;INFFR HIDDEN TRAIL FOR APPROVAL. �,` 9 Too d channel Improvement G. WORK Slit:. ANI) VXIFRIOR SI•I' l 1- 1 SIiAI.I. !IF' IN NF.A1 , ('1 1'/\N IIA7ARI) UHIVt FiZE,E,' ORDIAZI Y SIAIF , IiIWf 1 '( 01001 CONSi1Zl1(' IION. STIP SIIAI 1. til- v 0, '3 13 - 31 ¢ 01 - CLEANEI) UPON R I-( (!FSI 01 1 111 INSPEC I OR. Jc G L3 J.i ! 4 bars O 16'ac. All Coevite shell be - 1 3 r r ADO 2•!5 Oars r. bbth wells) 610-8-4000 concrete 7. ANY C'ONIiZA( IOIZ PI IZI OI' n11N(; \PORK ON IIIIS PROJECF SIIAIA, T 'J (lyo!coll t17�'' " FAN11LIA12171- IIINiSI71.1- \ll III I iII SI I F. ANI) SIIAI.I FII SOI I I.1 RFSPONSIIiI F ut j / f ¢ / ,Z \ I Cul-off wall, 12' Ihicit, CL '♦ ( 1'-6 deep (Plate cul-off FOR ANN' UANi/\(;I' 10 i \IS11'1( ; FA('11 IIII:S RISill. IIN(; DIRi'(AI Y OR 7 J 2'4 Y n7 Side slope Side stops welts020dmet. ae 1NDIREC i LY I IZOM HIS (WI R \ ! IONS, \\'IIF I III'R ()It Nc) I St!('II 1 A('11.I I IFS g / ISOs Nola 31 '^ � IS** Nato 31 \ � or as shown on the pian.) ARE SHOWN ON I III-SF PI \NS C_ r a rk /� �� 1A771 R. ALL RFQ1)1R1-1) S I AK FS SII \I I Ill SF I iIY -i IIE PRIVA I F I N(ANEFR. 0 �6 C .) a • YPICA� o mor Err 9. F:S'1 IN1A 1 I: OI (111,\N 1 1 1 11 S IS I'I'! )\'ll)CI) !1 ti' III[: FNGINi I R ONLY I Olt FlIF 6 T 3S>j 4"/ forbad w•etphelts� 20'l ee., / > F`- • backed with one cu. ft, of Orviov% CONVENII.N('F OF IiIN. I)1 VI I I 'i'I R, IIIF ('ONIRA(AOR SHALL N1AKF IIIS , P o� a .1 44 Dowels is O.C. a i bocYlill maltricl in o burls )act OWN DEi LRMINA I ION OI ( ON1, I VI I(' I ION ( l)AN I I I IFS FIF1 ORF Sl113M11 I IN(i �ii p Q o r centered in each cut-otf - 1 ) securely Ileal. Ptact 6•sa otumicrn a i wall (Plats dowels as shown) ` A i II). ANY II I M Of \\OIZK I' I QIIIR11) BY '1111 ESE PIANS \VIIICII IS No ) '19 or gohonized steel wirt 4 moth r - SPECIrICALLY I IS11A) IN I III FSI INiA'I E OF OtIAN I I I II:S SIIAI I III: 7 not Inin cloth on blotted of then- - j tw1 (Hing prior to ploetmonl of � -• Side slop♦- CONSIDFRIA) AS IN('I lll)I11) IN 1111-. 01IIFR I I VNiS Of \\'ORK. comi,04--wee diomt!tr 0.03'min. I I '�� I 14" " ISid Not♦3I in. CI-JY APPROVAL ROVAL UOI S N01 IrJ('I.11D1: \\A ITR OR SEWUR SYSI I NI ANI) (Iypical both walls) Ito bets a Id a.e. FS i INiAI E OF (1l iAN 1 1 1 11 S. r E Woe9not♦ - 1 I. A SEARCIi OI- AVAILAIIIA It F( ( iI' DS IiAS IIi:FN MADE OF F.KIS I INC PRIVA 1 I: �`� Construction joint - 2X (Ste detail) ANF) PtIIII-I(' I,INI)1 R(;IZOUNI) l► I ILI 1 IIIS ANI) 1 1 SIIA1.1. lir: 1111: 2-= o RFSPc)Ns1111LFFY Oi- 1 III C'Or' I RA('lOR IO 1.00'A I ! FI1I 11 l ilei I II.S 01 INDEX MAP TYPICAL CHANNEL LINING DETAIL-CONCRETE PAVED 4" + EVERY NAIIIRF \\ III: IIII VS11O\\ NIIFREONORNo [ ANI) IOPROIF(A IIII:M NO SCALE w♦♦phol• FRONT DAN1A(;F.. '1111- ( ON I R \('10R SIIAI L HEAR '1111' i OI AI. COSI 01- SCALE : 1' = 200• 1 In generale all construction mat♦rlals end construction m♦lhcds S. The inlOrral of we♦pholes shall be such that a REPAIR OR Ri'I'1,,\('I MFN I OI \ID 111 ILEI IFS DAN1A(;F'I) III OVFRA I ION. shall conform to the Standard Spteilieotions 'of the weephole will be located 2' upsIrtorn of all " 12. AI.1, SiAI10NIN(; ANI) I)•\ I \ V F F R S '10 TIIE, C1'Nl1 R1,1NF OV 11111F 0 I Slate of Callfornlo. cul-off watts and transverse weakened plane Comttuction join) k+rut Optlt const. ('I I A N N F I_ joints. joint /3. 4 PE/P/v/TF/'POMDEf'4f1'TME/VT OFdY.4TE/PA/1/OPO0YE/P.4"Sf111,&5 /144iP0/NO NOTE � THE/PEOU/RED D1f,4/NEIGE CH•9N/VEL .14LONG Tf F NO1PTH PiPO✓ECT 2. s.. Special �taritiant ra, edailtenol aero r♦IOlirf la ehann.t ()Hing: CONSTRUCTION JOINT COUNT,'FLOOD CO/VT/I'OL D/STIP/CT/S/PEQU/iPED /,9W/P TOSTAiPT/NG M71f W. BOUN, 4f�Y SX64LL BE OPE-P.4T/ON.4L PIP/Oft' TO F�EMOI��IL OF Tf�E 3 for dim d Pros end awit1de .loge., s.. Typil of channel s.ctian an Plan and f'rofil♦ dro.inas 6, The reinforcement mall shall b• supported in 40 SCALE ANY/PEDES/6N,,,f U/�P�D//V OBTA/N/NG Tis/ 1`151/ 76 Sf/ ZZI&CiPESOL!/ EX/ST/NG LE!/EE by1r111N Ti`i/EPf>'O✓ECT .41T2F14- 4 Saw cut ttant.trtjw.o%4n.d plane largo in the invert end tide eatN directions at 4' maximum spccing o, In walls of IM char.-4i at 20': OC The first and Iasi joints as direcltd by IM Enginecr. X^0/ro/ED &r THEC/TYF/161WFiE/f' /cf/O/P TO 67-4R7//VG kV011FK- r - shall be pieced 20' from each cul-off wall. Joint% shall be 1/4 Slope paved waits shall be placed by moch;ne Y%Vq SAN BERNARDINO COUNTY SAN BEPHARD11K O maximum in width and Io a depth of within 1/2'of the rtinfo.ca- T.' koveG+q or slip form and shall be est♦rnolty, vlaratod FL000 CONTROL DISTRICT NATIONAL. FOREST TACKSTEM C'yFcc,9 r^'^( h use o1 a trarelin� viorottnq sorted Xtr sgvivoknl as e,"",•, „ -- -- q N opprowd by the EngG+e.r. Surfaces of the channel Sale loft ! "ct rots n•s•ro J.E 5 5-27-75 STREET TR' ti'bc9 lining shell be finished by a ,IgM broominq and rte.MI• 4 IZ n 75 14771 �� F � tv1 � Shalt be protected against scarring and damage. R•• ".1, 7 314 s, S P. 192 E Irl `� ua.a ..•. t 4.14 rr LLJR�Nc a PROJECT - z BIDDEN *. STEM O 20 Orr Nrr Eisele aFARM ROAL' _ Optlarsol const It "Q.r v bore -_-_ _ LOCATION �° "°''_' _ _ _ _ CARRARI avert "d'"b oa for fee rsth cover up i e 2_.4)dI 3N7�473 �.^p _ s. PE MATERIA -_---- R n r . ver_-� Q�!'�' C` QC. C .0-0, � ar..•. • t,a•;•p•a•r r „•r•o ,e•<ai "r0 So•<M,►s- I w<a •r a•. ,T..waw PI _ 51RFEr lglV _ , c^ Numt,er 7 B 9 10 11 I? 1 i I z r.•+. �o'.,. �« r-o' I/ cora a� , o w. �ciy� "�� -- I _� _ o L LIST YONc.< a. / in z e - r= _ / G•, p'-Q - •�-,ve ,... w w• p W 'r Z w - - Ir - a t / ---- /may • e-�_••..c,.- I' • ..,.,., '.. _. i •'' i lC - °°"'c.. va• ___ - -- iii•.. t / �' ! /. Y•'w•e ,,. rT •r.e• 7 i2 va -. -y ^~.<•• i i,. IIID IS•v 22T HILLSIDE Q 02S S Q s o' j - j 1 r .,at.<.,: t.a••. +°\ IL ALTERNATIVE INVERTS •a..."`• ',,, � . < . ...' a - r.•c.d �T-- - - --- ---- NOTES (,e.a S•ac. 2 rVICINITY Saa hb e T k »e. �or�rStFLAT INVERT _.. _WILSON AVENUE MAP Db baro I. for boxes-with Spon or height leas than any of those shown In toWe, '•• ,� 1 \ J t-C/(, i!/.'/ t' �•c � '� : �T r.r ,z' �.- �• . ( �a, ,y�Y r.,.,rz 'Y . .•. ^�,•. I I •t5r e4sD See Note 4 ' - s S>, c••.., ,awe__.+•- C` �' cm„ ••. ee.a Y xc cote •st use next g outer site Dox concrete dimensions and relnfor cement, r� / ! .w __ >=` � ' •=- > , 3 4� /LOC - \ #ri�/(r QC :. a•ra••a�r,e• '� m.••-.r - 3'y sun. vee - - ---- -- rJ(T nor CI' t a• •rr-e, •.•er•n rte. '-r NOT TO SCALE yD _ - - IAoks necessary changes In Dor lengths and quontitles. ..,> a •„ Attarrxottrt Iml L 5 ^� era<a' -�•1 ^1 L--4. .� 'o°^•" l .•� 0 1."e...r..... � A� � .See .o:t n,e const It,. j SPAN _-__- 2. Quantities ore approximate and for design purposes only. 4 „ f canSt H _-.-_.___ Q� 2•e r O 2 tw a Q K wa r O , !' HEIGHT Int t5 / 4� j. For boxes with span or height or cover greater (hon those shown in r w•w•.T,•ca•r. U t a{zS sot• •. --i ---- - --- - hH wt•,•w..<,a., / LL { 06z1 ,•N is 55 "eC-)bars maximum E�rt_n Cover (ml 3.0 16.0 toDles,o speciol design Is required. �E }� See ►rote 4 ; Ruof `� _ Ti imm: i90 1i90 • tet''°' YPICAL FENCE DETAILS Imml !1651190 4• It is Derm,ssoGle to eliminate the 180° nooks on every other bar. Q 9- FE/YCfA�f/D C 12 (/, xr-o' e••cq C••a o•r� wore. 'z o-re it-o' a-o' 3e•e•q ►=1 " r �?3 -lmmr i65 IBO 5• "a',Dors or a of half spacing (spons 3 m �.3 m only). V * a •.l�f.• °�» t - .a<, it T+�•T-- - GROUND TI'P/C�4L O�YUPSTiPf.4 1 Invert t -_,-_ __ r , r s.,ro- e.,-c ne i� .e e. a va.'o• II �.•, •y= ��e+w. ., _ (� S/DEOFCf/,4/Y�Y .� _r two C 30O � c ;pa ,nQ -- -- Imm) 150100 6 "o"bars ore at half spacing (spons 3 m - 4.3 m only). OP./ON4'. CD.tST - la �,a-• _,.«_- _ - --•,. •.er:,•, �. sa':','.:.: FERAL NOTE S ,rax typ Size Dor 20 t5 T T. Provide paving notch when top Is exposed and when pavement is / JO// r , r+-- _ iS It! Dortiond ca Tent concrete,and adjust quantities. ` ' :�,-�+ f to esu,tw r.,e...«••.,,n,.,e,«a•,wa...•rr e.wr•� \ ...-L ,.._ _ _ + F C.,-O,i,la •� .F, r M 4,•.,•a••w!,,'�a••,mow•,N e+S,aw SPan I Con:rete n5/m L16.1.: r f ?�- .< e` -a.< tr•1 esu I a o - J 8, For oeslW+ and OetoUs not shown,see Stoddard Pion DA2. i yp e • �•••t re. •' E , �_. I ke�nforcement kq/n. 1131 '16\ 1 r -..2 .�!'• t? r t'9\ �F y:( .•er.°ir .Is..`m.'r� 'f -}fd 'q ter.r,«<•w..<wwe..we...•+r•......r�w.wre....r, -L -- -----_- -1.-1_. • 3' 9. For exposed too.provide 015 0 450 mm each way 1600 mm lopsL s I S ,t �r. c ,• a.•e.e,.r w sew.,...w..•+...a•.•.-.. ra-.•rr r•, 1t .. y? Jr e•rM,« ,•• �` gip,1 4. h ,�. G '' - +I % o...w va..r�".•,•,,r tae.Ir•c•e•t t.e'.. TYPICAL SECTION oars of f,,.: spar. and adjust). •-" ' STATE OF CALIFORNIA f a i". .° a ,i A !E E'r,.r,. tr- a u rr•.•• r w., UTILITY CONTACT SPANS 1.2 FTI THRU 2.4 FTI DEPARTMENT Of TRANSPORTATION ^ ^� •o. - a _ -71 ^•.'www w+w•l..•rfr•.Mv....,,. 41 = -� s 3 Mr•�F•awl,• ow, aa,sur a M«•r, I L .,a • r",'raa t••<• �i• roc ti•n1••e>< [., 4^C•o.,� 1 ,,•. 2,o s,...,..+e r >.w w...••rrw..w . CAST -1 N-PLACE 1` � .�'�/,�r.Ty�> :'.,.,a �,, �; r,a_:-°�., �y�--.�I+ L I •",•.e. •r•e•1•.a.tee•,esu � _`.� •1, ..,2.•ya T'1'•.a r O It'••r O -�- .'�. „ .•r _ g REINFORCED CONCRETE C� �¢R8•'ac •• > � 7. � � .�•<•� -, � M .••,•.r. ••�.: �.� t %•er ,aw••rr•. esu r.err •.r•y'e•rw•N r•.M�a CONTACT THE FOLLOWING, AS REQUIRED, ,Z WORM,DAYS # f /P OG :•..:•, ►•.•. � DOUBLE DRIVE GATE DETAIL PRIOR TO EXCAVATION: POSTS FOR 6' SINGLE BOX CULVERT _ «Y,• ,,..., .r." �..�.,•..,._.�,.....•, C/L FENCE w-Xf ��:« 1 ,•-.a.., o-c- t' r..... NOSCALE I r,r<e t•.,... ,r,•, .. � �•.--< *.e<a•a e•Se"•-c,"°• a . a«.. ,r,. .r�... •aa..rw.cr-a.sr GENERAL TELEPHONE COMPANY: (800)483-3000 SECTION "F-F" o - �. • " ✓a__ a.�~-„_ 0 SOUTH LOCUST ALL OUNL SIONi ARE IM - 28 I MILLIMETERS UNLESS OTHERWISE StiOMs `�� i "ejOiO' : r .'.•o�.so,ra , ro„- ;y. s urar�..�.•w,b ,.,.,,�.,,re,•.,,r• ,,,, #5 CONT. STA. 2 42. 23 ,� ee». P.O. BOX 2920 c yam _T ,• ,, •a POMONA, CALIFORNIA 917tC REINF. DETAIL s X I F c•e.•.'�« _'.-`.�.;�9' �'. j�..'-'.'i��e'e;a tw,s rte. /n c ,tl I www.,rr. ewe.-a�.,, ,e•e:a. o.•,.•c• ae.rs. SOUTHERN CALIFORNIA EDISOFI: 1909) 357-6160 � � I � {.�' � .i -• ,•• �'• 'r � I � a P-•»••'-•-^^--•-, a•:."-,..<.,�.... N.T.S. I , s I c #4 VERT. 16 �:�` ' ... } � °,� •t.....•.r.re � .o�e.•. .rraat 79,51 REDWOOD AVENUE � I r @ " O.C. �o s4 ` '=M'•�--~ r, � = � ,!, '`r r....rr 1 FONTANA, CA. 92336 " ice► �� _ _ r�� = , - SAN 6ERNAROINO COUNTY " "-" •~• r� FLOOD CONTROL DISTRICT WATER DISTRICT: (909) 987-2591 -�+r*QTR Q: 7"X.7- CUCAMONGA .:� rn u•O :,�•a•a•"a 1' :.� 9641 SAN BERNARDINO ROAD �#4 @ r e«•-,•,«y lf.c"'• a �. Le-••• !, b" Ufx•' I. Y' ^i rue .w, oa u. {r ouE RANCHO CUCAMONGA, CALIFORNIA 91730 16" O.C. _ I - • ___r--1_ .- - r-$Q�'/! 0� L_) »•c•.• rt'••r o r-`.-. .�.w t•c.�C� IY••a O- -- - ♦ M a�0i-.1 cirwr. ,4S shown/ WALK GATE DETAIL E' CHAT K F NC MARKS CABLEVISION (909) 987-6275 p);� �,Q^ 0?�. �..L� E ___ SPEC ORwG z 10808 F00'fHIL+ BLVD, 111120 �- -t �•� - .6 'P RANCHO CUCAMONGA, CA. 91730 X Z -x'434 t veer. ct 84"o c. SOUTHERN CALIFORNIA GAS COMPANY: . (800) 427-2200 RES. - e et •PS±` ►�> o #4 DOWELS @ 16" O.C. A l0 Nb�r; roc cwvsc,�►�r.v.Qcvr»c�.; , �� �- ' - A' 216 N EUCLID AVENUE (800) 427-2000 COMM. e s ,r DESCRIPTION OF REVISION DATE CITY v �( PLANS �1'Q fURfigCB7ieeATnlE,v/ rr•F4�/v 0: rt •. ONTARIO, CA 91762 V `t APPROVED 0 - w - \ aC/r 0� 2 METROPOLITAN WATER DISTRICT: (909) 593-7474 4r' 4 J J � ^i� ► /-; W. 1c>�( ,700 N MORENO AVENUE r PROPOSED ,CONCRETE � � r ' � 1 ! � � � CITY OF RANCHO CUCAMONGA --- a *QLQ/F 0 t 6 t1%V97 '► LA VERNE, CA. 91750 2 h4 CONT. KEY CHANNEL LONG PER SBCFCD t. r -p PACIFIC TELEPHONE COMPANY: \ S 1 U. 1920 SHOWN HEREON I _ s sal'41 Cry1L Nt (714) 999-5639 a v \ t� 4e�Ra conn. _,.�t� #4 @ 10" it ip A#5a4N Y6Rr. doE4"O.C. i'117A j ��/f Of CAL `. STORM DRAIN IMPROVEMENT PLAN '00 �'c�R ( PRIVATE ) PRIVATE ENGINEFJrS NOTICE TO CONTRACTOR SLOPE VARIES OPT�o� !v/vs' - - - - _ _ __ _ - 1 N ,E'c _ ,«R rt�Pof �, arrn ` CITY OF RANCHO CUCAMONGA: FOR ` THE EXISTENCE AND LOCATION OF Alf( UNDERGROUND UTILITY PIPES OR STRIMTURE" - �� Z 1t %loWti ON 1111S PLAN ARE OOTNNED BY A SEARCH OF AVNIABLE RECORDS. TO TIIE ch - 3-#4 CONT. s gi _ BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN MI � ^� BENCH MARK #F80 ELEV. 1742.913 THESE PLANS. THE C0141RACiOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METIN r,s �I 4�0� 1 • v _ TRACT NO. 14771 TO PROTECT THE UTILIIIES SHOWN AND 01HER LINES OR STRUCTURES NOT SHOW11 •'II ----- ----- - - - -- lir) -A.0 Prl✓/N4 THESE PLANS. --` e ?-c• CHIS. "❑" TOP HIGH CURB, SOUTH SIDE OF ALL C017Tt'2ACTORS AND SUBCONTRACTORS PERFORMING WORK SHMI ON OR REIATEL v I `'? C�k -yr D/W 82'± SOUTH OF POLE #F 1072464E , EAST TO THESE PLANS SIIALL CONDUCT THEiR DPERATiONS SO THAT ALL EMPLOYEES ARE s PROVIDED A SAFE PUCE TO WORK AND T}IE PUBLIC IS PROTECTED. ALI. COWRrd:1',RS AND SUBCONTRACTORS SHALL COMPLY WITH THE -0CCUPA110NAL SAFETY A14D HEAL111 CONCRETE fc,3000 psi ! 28 days _ __coiv7�_u APPROVED 8Y: ' REGULATIONS' OF THE U.S. DEPAFIMENT OF IPUBLI IS RELATIONS -CONSTRUCTION 2r 4„ ir�4�d OC SIDE OF HERMOSA AVE. SOUTH OF WILSON AVE. DATE: CITY ENGINEE RC.E NO. 24 5 SAFETY ORDERS'. STEEL fy=60 ksl s ��4PIt'AC 111E CML ENGINEER SHAu NOT BE RESPONSIBLE IN MY WAY FOR THE M411W;TXx'; " �-• T&-1*4 Q4AS CONT. BENCH MARK • (CONSTRi %TION) DESIGN MDS CONSULT, RECOMMENDED AND SUBCOIIIRACiOR'S COMPLIANCE WITH THE •OCCUPATIONAL SAFETY AND HEALIII -�- "J REGULATIONS' OF THE U.S. DEPARiMENI OF INDUSiRIAL RELATIONS *CONSTRUCTION �) - " SAFETY ORDER. _ STA. 2+42. 23 TO 2+46. 33 DEE. 17320 REDHILL AVENUE, SUITE 350 (714) 251-8821 N�,3-�� CONTRACTOR FURTHER AGREES TWAT IIE SHALL ASSUME SOLE AND COMPLETE DETAIL "A" . ` RESPONSIBIIJTY FOR JOB SPE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF , TRANSITION STRUCTURE N0. I ELEV. 2205.56 SET N. 8s T. L.S. 3002 T.C. 32.2' W. IRVINE, FAX 251-0516 THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS DRAWN REOUIRFMEM SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKIN. h.I,�, L _ l REINF. DETAIL SHEET HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWN;FR ( - -`-�,-�+ i M7D THE ENGINEER HARMLESS FROM ANY AND ALL UAPILNY, REAL OR ALLEGED, 111 E HAVEN 8t 700 N. E HIDDEN FARM ROAD A F I OF `� CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE N`T.S' 6' BLOCK WALL SECTION (PRIVATE) CHECKED DRAWING NO. -D NEGLIGENCE OF THE OWNER OR ENGINEER. R11 ' NO 20596 �(//� Qs,`[ NT 5 `SCM DATE Y 'TLE NO a. Y 0100 BULK - 444.E CFS of rr f E,VO r F3 t T • t I 2r SPLASH[WALL : < PER DETAIL B < 3 3 ` ►-. J 60'1 SXS'BQX - -IF,pFtifl'r5� giANNEI : • , 'PRbTECT10 N' _ SDG. SD • F STA. 3+0 90 T<P/PfJi14 _ - riwCiP7t.4 OR 7t 5rf NOTE 3 f : y : _ ray n4 elf N.TJ I �.tEf,vaTf! Z � T W - - _ - T- t PrsffaMAINTENANCE 'x5•ao�c NTENANCE _ ROA , _ avA D 3 QIt (,tli I �� I� .�7lI,IL : < h i e I ME 3- AC414- AB x. I a NAL aw/N -- J o : t ! R [ E 3" AC/4" A : 1 _. R 1 y , SEE AbT3 Tj < , STA 2+91. 90 GH SPLASH WALL if O HI O , ON cs cs ; cn 1 N 1 s a w3 TO Q s # � SE FROM STA. 2+9190 STA. 3+17. 90 5 , , N O � � l+ts . : N R' � 2. 2.5 f : _. LOT B < : N _ Aj LOT ACNJ _ 5 -v�- CQ CONST.tt.01 t F, X 17.45' I' 5.0 ' r 9.55 'TRANSITION SEE TRANSITION . NOM BRACT _ 8 BOUNDARY UNE at 583 T. E ON C NSITI.00 Lf. ZOO I S:01 DE H RE a+> wu ltwsr To NT . ' A oNTRANSITION DETAIL - '£OWT. 4:00-LJ=.RECTANGUEAR I !S-OJt00 -; >Q - E N.T,S. CHANNEL _ $=OJ600 CONST. �}L 57 L F-5'3(5 BzJX ` • , < 0.50'SOLID GROUT t CHQNNEL f S=O.i100 - - I _ : , < C�3t/ST JT, Qf BOX 0*4#6V 2% MIN . _ _ _.. . _ _. -_ ..._. 2` 1.. $FE xu f LJ.,R ro S7,,4. -� j '- DFTA f1. N / j ' < L_ : NOES • ` C> °D //[ S � T : 410 "-�Y- Q.C. OVER N : THE iYOR/Zt?NTAL ANGCE Of WIEP6E.�C E a*C??"Fi 6rvrE, 0,sAI u No EXCEED sw'. 4" A.B : yLL _ t. I4EhV�OiQC1A16 PM, �IA SIZES,SoW4r1, ,/9 , rfAf ANO!?9i'F�P OI�F�P 711E STEEL SEE SNT/ JL 711E(!? CRFTE Tit/CA'NESS JN,I C u eiF s •wo owr�irrrr wrrwt�,v ^VL7r// TJ�Qr s. ,INTO N6 S < _ 11M0 /w/ SECT N . . � ?AEF/fYTFR/OR .�f/R SVA 190 CONC. CHANNEL 's ,tr PiPF ruvcru�fN&-OMFNr P s�Au sf s/ . J �. �. SECTION H-H . _ _ - -- _� to , A � m .; � `� � � � =.7l9ooPS/ AT t!101rf Steel fy_60 ksi FROM STA. 2+87. 90 : ;_LINE A (PRI M �� _ a A,0ANCf&MIr QWxrf.+t __ row.IZO00 LF � M � - � � - 7,iff 7Ri/Nf/7/ON STRUCrURF SNA!!BE!?��STAUCTFD/NAlCD TO STA. 2+91. 90 O,.RCP 1D N .z "+ `I� v 3 ,lTiPUCTURRI W res.tPPlY/N6 TO BOX Of"CN STRUL•Tr/RfS SHOwN/av rNf��aTFCT _, �,(2 a > aPAW�,1oS. s � �} N.T.S roJEE SWEET v -.�.... .. __._ _._._ .. . _ ._, EXTRA THICK CONC ' p ,1 `� „ R7R RE/N/� QETA/LS 1/2" CLEAR REINF, �.'�-�' in- �w 6 , (V 1 ST 0. do E ro W 6 "RCP(64 o -#4 CONT i Z a uii �' !S=OJ 288 l, W _ �' 'g S '' c EXTRA THICK C011ic. W °° .,� ' o HYDRAULIC DATA 1/2" BLEAR,R NF. SOUTHERLY R/tt/OF ID,S ANGELES d'UN/TE L/HED � m N� N m N q z is DEPARTMEN OF 1f/.9TE/f'AND POIYER TiQAPEZO/DAL CH•4NNEL \ c� c� 7 � c� NO.QTf14F Y BOUND,4RYLINE OF (PSP/!i/1TEl 5 6'11161 CHA/N LINK FENC - j 'v ' o c9 TRACT /477/ )SEE SHEET NO. 30f5 "-� f ,� $LL, w �4 DOWEL LINE STATION TO STATION DIA(IN) /oo c s n SLOPE d V ,o -; 0- g > s /d'oc �f do cr cr '. c>j -� - - - - - _ / A I+ 19.33 TO 1+17.33 57 444.6 0.013 0.1289 2.5 47. / ¢. 7 253 � � l _ _ - _ - -- - - - I N 89't 0 E -- fX/ST, ACCESS AND MA/NTA1NgNCf ?aW 6%//Gh'MASONRY WALL H� j / \ �• N 44 1 -� 2 dos De rA/L B A 1+22.33 TO 2+42.33 60 . 4.44.8 0.013 0.1284 2.¢ 470 4.9 22.9 5'X5' - - - - - - - - - -- N 1S *' J 2+46.33 TO 2+67.90 0.014 0. 1100 - - - - - - - - - - � _ - /; A BOX 4� a 2. 3 39.5 6.3 /¢. 2 �- ' 4 23� - - - - - - �- - - - - - \r'' �i/ - LOCAL TRAI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EASEMENT I - �`0 � w / 1 / 5'X5►25' • t c� DRAINAGE CHAN �, A 2 87.90 TO 2 91.90 CT. 3 0.014 ,1600 2.0 45. 4 6. 3 /¢ 2 ACCESS 4 ` No RE 4M.. 0 .0y CHANNE �s FIRE SETBACK LINEAj 34 35 i I /'" ���, i { , �- ,�'ONSTRUCT/ON A10,75 33 _ �' �' , 7 i I R` % a-CONS T. JUNCTION STRUCTURE C CASE II PER ARMY CORPS OF EN6.STD. SHT. S II o \, <1 _ - _ I 99' ` �!'" /9v i O2 --INSTALL 57"RCP (',0-LOA 9 PER P,POF/L E J 210 �,� ;•A z .J ( . 141,ofCCO.PO C 1 TA/! , A'T. 2 CONST CD TiPAit/S/TION STiPUCTURENO / AN E W DE S S _ r CONST. CONCRETE 0#,4NNEL , &f C,, ST,4N0,4,Q0 /92 E (dEE SHEET /J O- INSTALL S'Cfi/A/N 1/NA' FENCE IN ACCOROANCE WISBCFCD SPEC/f/CAT10N DRAW1,VS r SEE 15' �L�'� g _ _ 002SFS 1 I p `�} �•µJ �i''jL� a--�aRADE E�'!E-RGE"NCY ACCESS ROA/ OCAL TRAI / /99 a4 1h, CONST. DOUBLE DRIVE GATE PER SBCFCD STD. SPEC.DWG. I (12' WID" EASEMENT /99.99TC = � �� �O -� " 6a--- CONST. J.S, NO. 2 WITHOUT MANHOLE PER CITY STD.+y31 DESCRIPTION OF RE VIS ION DATE CITY 3q, 200 \ `�► s APPROVED 3 �, N /9938/Nr I CONST. 60" RCP (D-LOAD PER PROFILE) 4 CONST. CONC. CHANNEL PER CALTRANS STD. PLAN D 80 (FLAT INVERT) CITY OF RANCHO CUCAMONGA /2 CONST. PROTECTION BARRIER PER S.B.F.C,D. STD. S.P. 101-1 E 10 b w CONST, 6' BLOCK WALL PER DETAIL ON SHT.I STORM DRAIN IMPROVEMENT PLAN �°' �g°' + ( PRIVATE / tiz w �����, HIDDEN TRAIL DRIVE CITY OF RANCHO CUCAMONGA: FOR Q / r,_1 l ,\ ` i ,_..._.__ ,' ~-_..._.._..-• '' � s BENCH MARK #80 ELEV. 1742.913 J LUPO • `•` ; �.--'" owy TRACT NO. 14771 3.� w' / f �,• t_ __...___ - � / CHIS. "p" TOP HIGH CURB, SOUTH SIDE OF 35 186.2 D/W 82'± SOUTH OF POLE #E 1072464E , EAST ^ � ` llli �a ��►Kt �� r / 1: APPROVED BY: DATE: o� 1 2G W/DE OOY/BLEDt4/V� (fid bey / arm SIDE OF HERMOSA AVE. SOUTH OF WILSON AVE. CITY ENGINEER RC.E 110. 2 953 bh I GATE SEE Ti4.4C1/471/ I \ I / / (� ♦ �,, e BENCH MARK : (CONSTRUCTION) MDS CONSULTING DESIGN RECOMMENDED ;:r �D `` I I �p ` - / ' / €f \ �fp - D,E,E. 17320 REDHILL AVENUE, SUITE 350 (714)251-8821 //-�'7 3 �' CAL ELEV. 2205.56 SET N. & T. L.S. 3002 T.C. 32.2 W. IRVINE, C FAX 2SI-0516 Y I / Q� V DRAWN SHEET g1� � :• ; 3fi � o� � _ I 2 e E HAVEN & 700 N. 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ANOUT 1 N01f, TRACT I j I , I- Hint. Antis. i Hinka s. Au sr0.lnth siar.,.to( toll'1.01.9 Mall be drlurd en $be •Ova Met of Lha enter. � .-3'.r.}'sh�H. BOUNDARYL/NE ; ; �. I To SBollowl 6. M! boils shall b,e E/d•inch In Camelot amb'dded a wanimvm of 4 lncf•.t into concrelo ar ttel.olont 1_ Chp A^t'•e I 1 { 7 Upan.ion boll.,°nd .hall ba furn4h•d 11th Ma evict and metallic wesII d hast 3/:i inch ItI I I I 1. - - _ __ _ I - -1--4 ;(onto. DESCRIPTION OF REVISION DATE CITY ' I • t t c t �?. BI APPROVED I I i -- T. fioms,lxoca,end Ain a an le, shell hate she ovltlendin le s facie in 0-to dwocfioe of flow lot I 1 1 I t I l� �1R'efd ell bole erw•l, and wtlah,rN Section aMrl l'. 1 1, 1 1 ' Top Rcw Varlal - Inlllsrclbns 1 1. I I ` 9•TQe. _ jj l TMaod ands s, flint. pin e. 1t1a1 nut, and eat, welh.r. .111 .. (tete with Iha hinge .nit.. CITY OF RA N C NO COCAONGA I ( ; I I 1 1 j t Damega IhnsN tepon/ Iha nut loce.•Uta ►ell teed ler pl n- DETAIL 4 wtat. 1 I f 1 Fromo Anglo, r I -- .a Boma--. )Brace �ngOrs 1 I I , of t 1 •! Golrento all ferrova erlt alb( foMtcotien, r • Bar I I I I Battler. r ll p) • YAR165 AfINIMUM ?.50' n1 iii FLOW s,1 r1 Bot . `_ _ 10, Corer dl mavcI contact Surfaces with • coal of waterproof gree" prim h 1"eleffolhn. =:Ji STORM DRAIN IWROVEMENT PIAN SEE BE/OYV 41 ,?07� I ( fiQEEBOAR-0 ?0}' � ' Brocl Anotef • ( PRIVAT�' ' LI "1 1 1 Brocr 1 (Sia Holt13,5h.3) 11. Faa borrtert 36 incMt en1 tete M widlA,wa ens hint, the full width of borrlar, e•, 1 1 All r / ,� gfi5 �d! `` E81 act d�Fysit �S , - '�into• - I I i I • A i - I { 12. II IM borrier width exceeds 12 feel,provide on edditanel hints, on 1M angrh�e of IM berri t, #A rya a % { 'A l _-� ; t 1 / i 11 - ' FOR .',/ ` 0 ` ' I I I 1 ' I t# I 13. For barriers estsadint G bet (n Might ar wldlh,voo breee angles t•anly spend of o maim'"" Shea, Pin, d I__J :4C OYER , I .y � 1 1 1 I L.f E ra.t .n t.Ma. 4"ABi'ER6R,40/N6 1 v TAIL 1 I 1 I i �DEtAtL D {� plain b.re t6' { at I SECTION B1 81 Q 1 I I I Sha,l oro hart[.fb 9•rert. Spectra - i 14. Shear n Inelertal ,hc11 ►• eommereeafl urs aluminum wira,alle If00,lam ar O, -- - PLAN 4 Sheol Ne 3 ', ' 1 _ i ► ► y • TRACT NO I477I I I I I (Bar Ono g -- -RC. Pips Fad,ral Specification 00•A-ill, g -Flornel i 1 -: • \� End Row VoAob4 IS�Rsfsr le^Port J d IM ►Peclflcaflont for addlllanal f•tuDatnerl, end "WI01c/ br*Cgftotvt, ..', 3• IT AI SOL/O GROUT ( - u I en.arf I I _V_ X /50' - tSY,4. 2,19190 Ir �'T 11 I I r 6 max.---1. / ( 1 . . 6 N of ""t , . ' r �� Shea Pin a Hinge del 4 ,, , • APPROVED BY: / ' GATE: TO sT,a. /!>�08.90 -,' - -r r • s __ Ta /. (tinge pt r rl_I t /75' ti STA-/7�Of3.9/ - r�1: 1 •. ~_i'- !�t . t . --11 t. �'T b(Pip Ne: l H-f-'' �11' , �- • ;'. CITY ENGINEER l � �,►_____� RC.E N0. 495 1 til lletr�_ 1e �, a r t I • . 1 P - • . ! --T•-_-•--1 _ a TYJ STA. 22 98.90 I, +."into Angle, la„ ( lfrnta Anila _ 1 . , `t% '" �rHugt Anpae DESIGN RECOMMENDED • r - ` , - -------- --- ----- - - -- Ht �-• 1. u -Hie a An its ' PI e = I MDS CONSULTING ''r' ..���....��tt�rrr111��� , 1111 . 1 IttLET BARRIER < - T 1 ^Q° p'p•- o ; / r� e g q DEE• 17320 REDHILL AVENUE, SUITE 350 (714) 251-8821 1� /� - h Mrnt• Prpa = . t Shoot Rn- -. . I er ;� 1 1 SECT/O�t/ -G - 1111- 1111 I • . �� h.' c.sr .-1 ; HinQa rut f 1 =1• € t: - ..a. €r • \ - I Hln a Pin- ''i' -- 1 {(I1►1 I g f ' { IRVINE, C FAX 251-0516 • " OUTLET BARRIER SMor Pin - • -FromS DRAWN SHEET SCQI E '' /4„ i % D'.3•r- St...r j - '/ ` Anti.a ! _ f -:: f -- �Frants, R C. C. 3 5 r" ,, _� /' f+n utp s.nplrs'-=- m01c'l 100 01ftli CI -v --- 7 1 OF STOR.lIORA/N ST,4. 1 yt 8/ ,gp L-- - U Angle[ AI TO STA`/3,108.90 F� - ""fte' I I'min ' '1 SECTION R.C• BOX R.C. 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"DEER CREEK & '-0" HILLSIDE CHANNELS, SHEET 81 OF 23 R 4#19 #40 BAA,$ /?'"O.C. No p •5v 'rb DESCRIPTION OF REVISION DATECITY #4 ef/2APPROVED "OC. \ g , "� CITY OF RANCHO U—Wi9LL SCHEDULE / \ HO CUCAMONGA CONCPETE RE//t/FOrPC/NG STEEL 1 '�'j � F STpF�A DRAIN IN�'ROVEMENT PLAN P of eR� SECTiOrV "A "e "C D ' E /&,W;f7SS<AB Z%Y CLR PRIVATE H W/2 Tw Ts Tc BAR Q/ 4t b/ b2 4� BAP a BAR f •' �. R = B.lR ,e.GP BAR CCEA.Q,9NCE �, ` 5�'� (TrP) o� 9'7" 1-471Z CITY OF RANCHO CUCAMONGA: FOR TO „ 6-O 0-/% O-/�� #(0 3-0 3-6� #5 G-G• �t//.9 — #5 /V/,9 — O =3/" 1 N1,4 - NOT AP/°t/CA.BLE . TO NT / BENCH MARK #E80 ELEV. 1742.913 TRACT N O. 14771 \ CHIS. 'El- TOP HIGH CURB, SOUTH SIDE OF / D/W 82'± SOUTH OF POLE #t 1072464E , EASTAPPROVED BY: DATE: _ \ SIDE OF HERMOSA AVE. SOUTH OF WILSON AVE. CITY ENGINEERZ(J' tAad0,VZI 11 • RC.E NOIiS BENCH MARK : (CONSTRUCTION) DESIGN MDS CONSULTING' RECOMMENDED / �' E' E 17320 REDHILL AVENUE, SUITE 350 (714) 251-8821 #46041 C. C;.I_/ I_ # BOC. 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