The URL can be used to link to this page

Home My WebLink About2526-DUP UP BEGIN PROJECT END PROJECT PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UNDERGROUND UTILITIES AND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ``CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.'' CONTRACTOR'S RESPONSIBILITY FOR SAFETY 1. IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 2. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 10 DAYS PRIOR TO STARTING THE SHORING OR EXCAVATION WORK. 3. CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND/OR UNDERPINNING. SURVEYOR'S NOTE 1. SURVEYOR'S SHALL MONUMENT PROPERTY CORNERS BEFORE STARTING GRADING, EITHER WITH PERMANENT MONUMENTS OR TEMPORARY WITH 3 FT. LONG 1/2" DIA. METAL ROD DRIVEN INTO THE GROUND NEAR FLUSH AND MARKED WITH PAINT. VERIFY WITH CITY BEFORE PROCEEDING. 2. LICENSED SURVEYOR TO PROVIDE MONITORING OF SHORING AND IMPROVEMENTS ON ADJACENT PROPERTIES AND SUBMIT RESULTS WITH A REPORT TO THE SHORING DESIGN ENGINEER AND TO THE BUILDING INSPECTOR ON A DAILY BASIS DURING EXCAVATION AND SHORING AND WEEKLY BASIS THEREAFTER. WHERE DEWATERING IS REQUIRED, MONITORING SHALL CONTINUE UNTIL DEWATERING IS STOPPED. DEVELOPER/OWNER PACIFIC SUMMIT-FOOTHILL, LLC C/O R.Y. PROPERTIES 212 S. PALM AVENUE, SUITE 200 ALHAMBRA, CA 91801 GEOTECHNICAL ENGINEER LANGAN 32 EXECUTIVE PARK, SUITE 130 IRVINE, CA 92614 (949)255-8640 CIVIL ENGINEER DAVID EVANS AND ASSOCIATES 17782 17TH STREET, SUITE 200 TUSTIN, CA 92780-1947 (714)665-4550 LEGEND OF ABBREVIATIONS AND SYMBOLS BB BOTTOM OF BANK DW DRYWELL DWY DRIVEWAY EP EDGE OF PAVEMENT EMH ELECT. MANHOLE FG FINISH GRADE FL FLOW LINE FS FINISH SURFACE G GAS LINE GB GRADE BREAK GW GREASE WASTE HP HIGH POINT INV.INVERT OF DRAIN L LENGTH LS LANDSCAPE NTS NOT TO SCALE PCC PORTLAND CEMENT CONCRETE PUE PUBLIC UTILITY EASEMENT RG ROUGH GRADE S SLOPE SCO SEWER CLEAN OUT SD STORM DRAIN SL STREET LIGHT CONDUIT SS SANITARY SEWER STCB STREET LIGHT CONTROL BOX STLT STREET LIGHT SW SIDEWALK T TELEPHONE LINE TB TOP OF BANK TBW TOP OF BLOCK WALL TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TMH TELEPHONE MANHOLE TRSIG TRAFFIC SIGNAL TSF TOP OF STEEL FENCE TW TOP OF RETAINING WALL WA WATER MAIN WTR WATER WV WATER VALVE XFMR TRANSFORMER PAD SIGN EXISTING CONTOURS PROP. COUNTOURS BOUNDARY LINE CENTERLINE FLOWLINE EX. FIRE HYDRANT EX. WATER METER EX. STREET LIGHT EX. TRAFFIC SIGNAL DEMOLITION LIMITS EXISTING ONSITE TREE TO REMAIN, PROTECT IN PLACE EXISTING OFFSITE TREE TO REMAIN 1 1"= 120'scale feet 120 0 120 240 BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS PROJECT IS BASED ON THE HORIZONTAL CONTROL NETWORK OF THE COUNTIES OF SAN BERNARDINO AND LOS ANGELES AS DEFINED BY THE NATIONAL GEODETIC SURVEY'S CALIFORNIA COORDINATE SYSTEM (CCS), 1983 NORTH AMERICAN DATUM (NAD83), ZONE 5, 2011 EPOCH. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - 1997 EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY 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- GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR CONVENIENCE THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS: 1. OWNER SHALL KEEP THE CONSTRUCTION AREA SUFFICIENTLY DAMPENED TO CONTROL DUST CAUSED BY GRADING AND CONSTRUCTION. OWNER SHALL, AT ALL TIMES, PROVIDE REASONABLE CONTROL OF DUST CAUSED BY WIND. 2. THE EXPORT OR IMPORT MATERIAL IN EACH TRUCKLOAD SHALL BE KEPT LOW ENOUGH TO PREVENT SPILLAGE AND SHALL BE SUFFICIENTLY WET DOWN TO PREVENT DUST. 3. A STAGING AREA SHALL BE DESIGNATED WHERE EACH TRUCK IS PREPARED FOR ROAD TRAVEL AND ALL LOOSE MATERIAL REMOVED. ANY SUBSTANCE TO DROP FROM THE BODY, TIRES, OR WHEELS OF ANY VEHICLE UPON THE PUBLIC RIGHT OF WAY SHALL BE REMOVED IMMEDIATELY AND PERMANENTLY. 4. EROSION CONTROL MEASURES SHALL BE IN PLACE FROM NOVEMBER 15 THROUGH APRIL 15. ARBORIST JIM BORER, CERTIFIED ARBORIST #496 PO BOX 1803 RANCHO CUCAMONGA, CA 91729 (909)997-7020 UTILITY CONTACTS WATER SEWER:CUCAMONGA VALLEY WATER DISTRICT 10440 ASHFORD STREET P.0. BOX 638 RANCHO CUCAMONGA, CA 91730 (909) 987-2591 GAS:SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA 92335 (909) 335-7965 ELECTRIC:SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 (800) 655-4555 TELEPHONE:VERIZON 16071 MOJAVE DRIVE, BUILDING A VICTORVILLE, CA 92392 (760) 245-0330 CABLE:CHARTER CABLEVISION 6680 VIEW PARK COURT RIVERSIDE, CA 92503 (909) 343-5165 100 100 M INDEX OF DRAWINGS INDEX TITLE 1 COVER SHEET 2 STORM DRAIN PLAN 3 STORM DRAIN PLAN 4 STORM DRAIN PLAN 5 STORM DRAIN DETAILS COVER SHEET A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DIAL BEFORE YOU DIG TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG CITY OF RANCHO CUCAMONGA RECOMMENDED OF APPROVED BY: CITY ENGINEER Dr a w i n g N a m e : K: \ R I V _ L D E V \ 1 9 5 3 1 1 0 1 4 - l e n n a r - s y c a m o r e h e i g h t s \ C A D \ p l a n s h e e t s \ S D \ O F F S I T E \ EC - C V - 0 0 1 - P S F O 0 0 0 2 _ S D - P U B L I C . d w g La s t O p e n e d : A p r 1 7 , 2 0 2 5 - 1 1 : 3 9 a m b y : vi c t o r i a . b u c y ATR 2/03/2022 7 ® PLAN AND PROFILE SYCAMORE HEIGHTS PUBLIC STORM DRAIN PLAN RCE NO. 67514 DATE SHEET DRAWING NO. DESIGNED BY: DRAWN BY: ATR CHECKED BY: MSR 17782 17th St, Suite 200 Tustin CA 92780-1947 Phone: 714.665.4500 FILE NO.DATE 62159RCE NO. NO.DESCRIPTION OF REVISION DATE REVISONS CITY APPROVED 6 STORM DRAIN DETAILS DOMESTIC WATER / RIGHT OF WAY ENG 2018-00049 ROW 2020-00076 7 STORM DRAIN DETAILS PR. FENCE BENCHMARK NGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NW COR OF FOOTHILL BLVD / GROVE AVE IN MIDDLE OF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX, 0.4 FT WEST OF END OF CURB RETURN. ELEV = 1291.431 (06-01-1970) No.C-62159 2526-D PUBLIC STREET IMPROVEMENT PLANS REFER TO THE FOLLOWING PLANS FOR PUBLIC STREET INFORMATION: RED HILL COUNTRY CLUB DRIVE CITY PLANS 2526, 2526-S & 2526-SL FOOTHILL BOULEVARD CITY PLANS 768, 1979 3A STORM DRAIN PLAN REVISED STORM DRAIN PLAN AND PROFILE1 9/16/24 1 *DRAWING REVISED BY: ROBERT R. OTTE R.C.E. 44120 PREPARED UNDER THE SUPERVISION OF: ONLY 1 1 ONLY1* * RECORD DRAWING This drawing has been revised to show those changes during the construction process reported by the contractor to Kimley-Horn and Associates, Inc. and considered to be significant. This drawing is not guaranteed to be “As Built” but is based on the information made available. Date: 06/10/25 By: KIMLEY-HORN ASSOCIATES A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DIAL BEFORE YOU DIG TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG CITY OF RANCHO CUCAMONGA RECOMMENDED OF NO.DESCRIPTION OF REVISION DATE REVISONS APPROVED BY: CITY ENGINEER Dr a w i n g N a m e : K: \ R I V _ L D E V \ 1 9 5 3 1 1 0 1 4 - l e n n a r - s y c a m o r e h e i g h t s \ C A D \ p l a n s h e e t s \ S D \ O F F S I T E \ EC - S D - 0 0 1 - P S F O 0 0 0 2 - P U B L I C . d w g La s t O p e n e d : A p r 1 7 , 2 0 2 5 - 1 1 : 4 0 a m b y : vi c t o r i a . b u c y ATR 2/03/2022 7 ® PLAN AND PROFILE SYCAMORE HEIGHTS PUBLIC STORM DRAIN PLAN DATE SHEET DRAWING NO. DESIGNED BY: DRAWN BY: ATR CHECKED BY: MSR 17782 17th St, Suite 200 Tustin CA 92780-1947 Phone: 714.665.4500 FILE NO.DATE 62159CITY APPROVED RCE NO. ENG 2018-00049 BENCHMARK NGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NW COR OF FOOTHILL BLVD / GROVE AVE IN MIDDLE OF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX, 0.4 FT WEST OF END OF CURB RETURN. ELEV = 1291.431 (06-01-1970)FETAT S O IC A ILAC F LIV INRO No.C-62159 RP ETSIG RE KRAM DER S FO NO EOKSO S U R LA REEN I G N ISSE RCE NO. 67514 ROW 2020-00076 2526-D *DRAWING REVISED BY: ROBERT R. OTTE R.C.E. 44120 PREPARED UNDER THE SUPERVISION OF: * 1"= 40'scale feet 40 0 40 80 STORM DRAIN CONSTRUCTION NOTES QTY UNIT 1 CONSTRUCT 84" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 341 343 LF 2 CONSTRUCT 78" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 341 1167 LF 3 CONSTRUCT 42" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 341 26 LF 4 CONSTRUCT 36" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 341 5 LF 5 CONSTRUCT 24" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 341 4 LF 6 CONSTRUCT 18" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 341 98 LF 7 NOT USED -- 8 CONSTRUCT JUNCTION STRUCTURE NO.4 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 333, CASE 1 1 EA 9 CONSTRUCT TRANSITION STRUCTURE NO.1 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 334 1 EA 10 CONSTRUCT MANHOLE TYPE NO.3 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 320 EA 11 CONSTRUCT MANHOLE TYPE NO.4 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 321 2 EA 12 CONSTRUCT JUNCTION STRUCTURE WITH MANHOLE PER SPPWC STD PLAN NO. 320-2 1 EA 13 CONSTRUCT MODIFIED CITY OF RANCHO CUCAMONGA STD PLAN NO. 334 TRANSITION STRUCTURE PER DETAIL "A" ON SHEET 5 1 EA 14 CONSTRUCT 48" RCP STORM DRAIN, D-LOADING PER PROFILE 4 LF 15 REMOVE EXISTING 10' x 6' BOX CULVERT 1 EA 16 DEMO EXISTING SPLASHWALL & HEADWALL AS NEEDED FOR NEW CONSTRUCTION 1 LS 17 CONSTRUCT CURB INLET CATCH BASIN WITH LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 300 & NO. 307 CASE "B" AND PER DETAIL 17 ON SHEET 4 1 EA 18 INSTALL PRESSURE TYPE MANHOLE FRAME AND COVER PER APWA STD. 211 & 212 2 EA 19 CONSTRUCT MODIFIED CMP CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 311 AND PER DETAIL ON SHEET 5 1 EA 20 PROTECT IN PLACE (ITEM PER PLAN)12 EA 21 NOT USED -- 22 REMOVE EXISTING SD CULVERT (DIA. PER PLAN), BACKFILL AND COMPACT 114 LF 23 CONSTRUCT TRANSITION STRUCTURE PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 334 1 EA 24 CONSTRUCT MANHOLE SHAFT SAFETY LEDGE PER SPPWC STD PLAN NO. 330-2 2 EA 25 CONSTRUCT MANHOLE TYPE NO.2 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 319 6 EA 30 BACKFILL EXISTING DITCH WITH SOIL APPROVED BY SOILS ENGINEER AT 90% COMPACTION 1 LS 31 CONSTRUCT 3" A.C. OVER 4" A.B. PAVING, COMPACTION PER SOILS ENGINEER 6004 SF 32 CONSTRUCT 24" CONCRETE SWALE PER DETAIL HEREON 45 LF 33 INSTALL YARD INLET PER SPPWC STD PLAN NO. 350-1 1 EA 34 INSTALL CHAIN-LINK FENCE PER SAN BERNARDINO COUNTY STANDARD DRAWING 300 48 LF 35 CONSTRUCT 7'S X 5'H REINFORCED CONCRETE BOX PER CALTRANS STANDARD D80 210 LF 36 NOT USED -- 37 INSTALL ADS NYLOPLAST BASIN WITH 24" X 24" TRAFFIC RATED GRATE AND FLEX STORM PURE FILTER INSERT (OR APPROVED EQUAL)1 EA 38 PIPE CONNECTION TO EXISTING 36" RCP PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 328 1 EA 39 CONSTRUCT 8'S X 4'H REINFORCED CONCRETE BOX PER CALTRANS STANDARD D80 85 LF 32 1 1 1 1 1 SD MAIN-M1 PUBLIC SD PLAN SD MAIN-M1 PUBLIC SD PROFILE SD LAT -1 (PRIVATELY MAINTAINED BY TRACT 16605 HOA) AS OCCURS (TYP.) 3" 2'-0" ASPHALT CONC. CONDITION W.W.F. 6 x 6-W 1.4 x W 1.4 (3) #3 BARS CONT. TOOLED EDGES, TYPICAL 24" CONCRETE SWALE N.T.S SECTION A-A SD MAIN-M1 STA. 0+58.33 SCALE: 1"=5' ASPHALT CONC. CONDITION AS OCCURS PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' 2 STORM DRAIN PLAN ST A 2 + 5 0 . 0 0 M A T C H S H E E T 3 A A A 1 REVISED STORM DRAIN PLAN AND PROFILE 9/16/24 * 3 3 REVISED STORM DRAIN PLAN AND PROFILE 4/17/25 9 16 8 1 PR O P . 2 5 . 0 0 ' PU B L I C S D EA S E M E N T 2:1 MAX 0+ 0 0 . 0 0 JO I N E X I S T I N G 10 x 1 0 R . C . B . STA. 0+23.64 PUBLIC SD MAIN-M1 STA. 0+00.00 SD LAT-1 80.0' EXISTING 10'x10' REINFORCED BOX CULVERT SE C T I O N SE E H E R E O N L1 L2 L3 C1 L11 C22:1 MAX BC 0 + 6 7 . 4 6 BC 1 + 3 3 . 9 6 EC 0 + 9 0 . 7 3 EC 1 + 5 0 . 1 2 0+00 1+00 2+00 40.0'40.0' SB C T A R . O . W . SB C T A R . O . W . 0+ 2 8 . 1 3 ℄ M H M= 1 2 " 25 18 MA T C H L I N E ST A T I O N 2 + 5 0 . 0 0 SE E S H E E T 3 A SEE ENLARGED GRADING DETAIL ON SHEET 6 8411 FOOTHILL BLVD. A.P.N. 0207-571-75-0000 SD LAT-1 SD PUBLIC MAIN NUMBER C1 C2 L1 L2 L3 L11 RADIUS 90.00 90.00 LENGTH 23.27 16.16 67.46 43.23 109.01 11.42 LINE/CHORD DIRECTION N21° 53' 13.09"W N19° 37' 27.98"W N29° 17' 37.92"W N14° 28' 48.26"W N24° 46' 07.70"W N60° 49' 36.89"E DELTA 014° 48' 50" 010° 17' 19" TANGENT 11.70 8.10 6 INSTALL 10.75' 24" RCP (D-900) 1246.83 INV. SD MAIN-M1 EXIST. SURFACE @ CL OF PIPE PROP. SURFACE @ CL OF PIPE Q100 = 23.80 CFSV100 = 7.58 FPS 3.92' ST A . 0 + 1 2 . 2 1 12 4 9 . 6 5 I N V ST A . 0 + 0 1 . 4 6 12 4 9 . 5 8 I N V Q100 HGL S=0.0055 STA. 0+23.64 SD MAIN-M1 = STA. 0+00.00 SD LAT-1 11 9 EX. 10'X10' BOX CULVERT 12 4 6 . 8 3 I N V ST A . 0 + 2 3 . 6 4 12 4 7 . 5 3 I N V ST A . 0 + 9 0 . 7 3 E C S=0.0105 S=0.0105 INSTALL 245.71' 84" RCP (D-1200) Q100 = 664.58 CFS 24" SD LAT-1 1249.58 INV ℄ TO ℄ INSTALL 23.64' 84" RCP (D=1750) Q100 = 688.38 CFS 12 4 7 . 9 8 I N V ST A . 1 + 3 3 . 9 6 B C 12 4 8 . 1 5 I N V ST A . 1 + 5 0 . 1 2 E C Vmax. = 24.68 FPS Vmax. = 22.51 FPS ST A . 0 + 6 7 . 4 6 B C 12 4 7 . 2 9 I N V PROP. SURFACE @ CL OF PIPE EXIST. SURFACE @ CL OF PIPE Q100 HGL 12 4 6 . 5 8 I N V JO I N E X . R C B (S=0.020) 1.40' ℄ OF MH 12 4 6 . 9 0 I N V ST A . 0 + 3 0 . 4 6 EXIST. SBCTA R/W STA. 0+00.00 @ SD MAIN-M1 STA. 0+23.64 1255.97 RIM STA. 0+28.13 12 4 6 . 8 5 I N V ST A . 0 + 2 5 . 8 0 INSTALL 2.16'' 84" RCP (D=1750) Q100 = 664.58 CFS Vmax. = 24.68 FPS 12 4 5 . 9 6 I N V ST A . 1 + 0 0 . 0 0 ST A . 1 + 3 3 . 5 0 E X = S T A . 0 + 0 0 . 0 0 BE G I N E X . 1 0 ' X 1 0 ' CU L V E R T PR. 25' PUBLIC STORM DRAIN EASEMENT PER DOCUMENT NO. 2018-0363939 84" SD ℄ PR. EX. FENCE 2' JOIN EX. GRADE 3.5' 2:1 MAX. SLOPE 31 4.75' EX. BLDG. 6.76'14.12'11.14' PR. FG 1 32 1.6% EX. GROUND JOIN EX. GRADE 30 4.4% PR. FG 9.33' 2.5' COVER RECORD DRAWING This drawing has been revised to show those changes during the construction process reported by the contractor to Kimley-Horn and Associates, Inc. and considered to be significant. This drawing is not guaranteed to be “As Built” but is based on the information made available. Date: 06/10/25 By: KIMLEY-HORN ASSOCIATES 1 3 ONLY 1 3 ONLY A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DIAL BEFORE YOU DIG TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG CITY OF RANCHO CUCAMONGA RECOMMENDED OF NO.DESCRIPTION OF REVISION DATE REVISONS APPROVED BY: CITY ENGINEER Dr a w i n g N a m e : K: \ R I V _ L D E V \ 1 9 5 3 1 1 0 1 4 - l e n n a r - s y c a m o r e h e i g h t s \ C A D \ p l a n s h e e t s \ S D \ O F F S I T E \ EC - S D - 0 0 2 - P S F O 0 0 0 2 - P U B L I C . d w g La s t O p e n e d : A p r 1 7 , 2 0 2 5 - 1 1 : 4 1 a m b y : vi c t o r i a . b u c y ATR 2/03/2022 7 ® PLAN AND PROFILE SYCAMORE HEIGHTS PUBLIC STORM DRAIN PLAN DATE SHEET DRAWING NO. DESIGNED BY: DRAWN BY: ATR CHECKED BY: MSR 17782 17th St, Suite 200 Tustin CA 92780-1947 Phone: 714.665.4500 FILE NO.DATE 62159 CITY APPROVED RCE NO. ENG 2018-00049 BENCHMARK NGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NW COR OF FOOTHILL BLVD / GROVE AVE IN MIDDLE OF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX, 0.4 FT WEST OF END OF CURB RETURN. ELEV = 1291.431 (06-01-1970)FETAT S O IC A ILAC F LIV INRO No.C-62159 RP ETSIG RE KRAM DER S FO NO EOKSO S U R LA REEN I G N ISSE RCE NO. 67514 ROW 2020-00076 2526-D *DRAWING REVISED BY: ROBERT R. OTTE R.C.E. 44120 PREPARED UNDER THE SUPERVISION OF: 1"= 40'scale feet 40 0 40 80 SD MAIN-M1 PUBLIC SD PLAN SD MAIN-M1 PUBLIC SD PROFILE ST A 7 + 9 0 . 0 0 M A T C H S H E E T 4 CONSTRUCTION NOTES 1 CONSTRUCT 84" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 341 2 CONSTRUCT 78" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 341 4 CONSTRUCT 36" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 341 6 CONSTRUCT 18" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 341 10 CONSTRUCT MANHOLE TYPE NO.3 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 320 12 CONSTRUCT JUNCTION STRUCTURE WITH MANHOLE PER SPPWC STD PLAN NO. 320-2 13 CONSTRUCT MODIFIED CITY OF RANCHO CUCAMONGA STD PLAN NO. 334 TRANSITION STRUCTURE PER DETAIL "A" ON SHEET 5 14 CONSTRUCT 48" RCP STORM DRAIN, D-LOADING PER PROFILE 15 REMOVE EXISTING 10' x 6' BOX CULVERT 18 INSTALL PRESSURE TYPE MANHOLE FRAME AND COVER PER APWA STD. 211 & 212 23 CONSTRUCT TRANSITION STRUCTURE PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 334 25 CONSTRUCT MANHOLE TYPE NO.2 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 319 36 INSTALL JENSEN PRECAST 24" x 24" CONCRETE INLET WITH TRAFFIC RATED GRATE, OR APPROVED EQUAL 3 STORM DRAIN PLAN ST A 7 + 9 0 . 0 0 SD LAT "6" PUBLIC SD PROFILE (SEE PLAN VIEW SHEET 4)SD LAT "2" PUBLIC SD PROFILE NOTE: CONTRACTOR TO POTHOLE ALL UTILITIES IN FOOTHILL BLVD. AT STORM DRAIN CROSSINGS PRIOR TO CONSTRUCTION. PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' DETAIL "1" SCALE: 1" = 10' ST A 2 + 5 0 . 0 0 M A T C H S H E E T 2 MA T C H S H E E T 4 ST A 2 + 5 0 . 0 0 M A T C H S H E E T 2 / / / / / / /// /// 1 1 1 SEE SHEET 3A REVISED STORM DRAIN PLAN AND PROFILE1 9/16/24 1 12 2 REVISED STORM DRAIN PLAN AND PROFILE 3/31/25 3 3 REVISED STORM DRAIN PLAN AND PROFILE 4/17/25 (G ) (G ) (G) (G) (G) (G) (G) (G) (G ) (G) (G) ( G ) (G) (G) (G) (G) (G) (G)(G) (G) (G) (G) (G) ( G ) ( G ) SEE DETAIL "1" HEREON GRADE BREAK @ PCC 14 C3 C4 13 1+0 0 STA. 6+05.40 SD PUBLIC MAIN STA. 0+00.00 SD LINE A EXISTING 10'x6' REINFORCED BOX CULVERT SD LAT "2" PRIVATE STORM DRAIN LINE A PER SEPARATE PLANS FOR TRACT 16605 25 . 0 0 ' PR . P U B L I C S D EA S E M E N T 4+07.42 EC ℄ MH M=12" 3+59.31 BC END TRANSITION R.O.W. EX. 12" WTR PER CVWD W.O. 45530 EX. BLOWOFF AND AIR VAC TO BE RELOCATED PRIOR TO INSTALLATION OF CULVERT PER CVWD PUBLIC WATER AND SEWER PLANS FOR TR16605 EX. VERIZON LINE ±39' FROM ST ℄ EX. 3" SOCAL GAS ±60' FROM ST ℄ GAS LINE LOCATED ON 5/31/19 EX. 4" SOCAL GAS ±19' FROM ST ℄ GAS LINE LOCATED ON 5/31/19 L5 L6 C 5 C6 C7 L12 EX. TELEPHONE EX. 12" WATER R.O.W. 10 2 ' C3 L4 3+47.48 BEG. TRANSITION STA 6+67.07 1267.16 BOTTOM OF 8" SEWER 1266.62 TOP OF 78" SD STA 3+80.75 1258.0 BOT OF 4" GAS 1257.54 TOP OF 78" SD (ASSUMED, CONTRACTOR TO POTHOLE) STA 2+86.48 1257.7 BOT OF 12" WTR 1257.15 TOP OF 78" SD (ASSUMED, CONTRACTOR TO POTHOLE) BC 6 + 2 4 . 2 0 B C 7 + 3 7 . 2 1 E C 7 + 0 2 . 7 2 EC 3+03.47 Mi d 6 + 6 3 . 4 6 Mi d 7 + 8 0 . 3 1 C 4 4+0 0 5+00 6+00 7+00 6+0 8 . 1 1 ℄ M H , A = 4 5 ° , L= 8 ' , P = 8 " 6" SD LAT. PER SEPARATE ONSITE SD PLANS PGR2018-00028 6" SD LAT PER SEPARATE ONSITE SD PLANS PGR2018-00028 (PRIVATE) PR. PARKWAY CURB OUTLET PER STREET IMP. PLAN 120 ' PROPOSED R/W 3+ 0 0 1 2 2 2 4 18 23 10 25 2 2 1 12 6 1 . 1 0 I N V ST A . 7 + 3 7 . 2 1 B C S=0.0222 1.52' EXIST. SURFACE @ CL OF PIPE PROP. SURFACE @ CL OF PIPE S=0.037 7 S=0.0050 INSTALL 245.47' 78" RCP (D-1400) 1259.31 INV. 36" LINE A INSTALL 178.55' 78" RCP (D-1800) EXIST. R/W Q100 = 632.07 CFS STA. 0+13.03 48" SD LAT-2 1252.18 INV @ SD MAIN-M1 STA. 2+70.94 ST A . 6 + 0 4 . 7 8 12 5 8 . 0 3 I N V ℄ OF MH STA. 6+08.11 1278.41 RIM 12 6 0 . 3 3 I N V ST A . 7 + 0 2 . 7 2 E C 1258.0 INV. POTHOLE & VERIFY 4" GAS Q100 = 619.90 CFS 13.16' 12 5 0 . 5 9 I N V ST A . 4 + 0 7 . 4 2 E C 12 5 0 . 3 5 I N V ST A . 3 + 5 9 . 3 1 B C 12 4 9 . 5 7 I N V ST A . 3 + 0 3 . 4 7 E C 12 4 9 . 4 3 I N V ST A . 2 + 7 6 . 1 7 P C C 12 4 9 . 3 0 I N V ST A . 2 + 5 9 . 1 3 B C INSTALL 71.31' 84" RCP (D=1200) Q100 = 632.07 CFS 12 5 0 . 2 2 I N V ST A . 3 + 4 7 . 4 8 BE G T R A N S I T I O N Q100 HGL Q100 HGL ST A . 6 + 1 1 . 4 5 12 5 8 . 2 9 I N V ST A . 6 + 2 4 . 2 0 B C 12 5 8 . 5 9 I N V S=0.0050 Vmax. = 18.68 FPS Vmax. = 19.05 FPS Vmax. = 16.42 FPS 12 6 7 . 1 6 B O T O F 8 " S S 12 6 6 . 6 2 T O P O F 7 8 " S D 12 5 8 . 0 B O T 4 " G A S 12 5 7 . 5 4 T O P 7 8 " S D 1.86' ℄ O F M H ST A . 4 + 0 7 . 4 2 1259 . 8 0 R I M 12 5 7 . 7 B O T 1 2 " D W 12 5 7 . 1 5 T O P 8 4 " S D 1254.50 INV. PER SEP. ONSITE SD PLAN 6" SUBDRAIN 1264.16 INV. PER SEP. ONSITE SD PLAN 6" SUBDRAIN 1257.7 INV. POTHOLE & VERIFY 12" DW BE G . T R A N S . S T R . EN D T R A N S . S T R . (PRIVATE) EXIST. R/W ℄ OF MH 1261.85 RIM STA. 2+70.90 STA. 6+05.40 SD MAIN-M1 = STA. 0+00.00 LINE A @ SD MAIN-M1 STA. 4+10.28 @ SD MAIN-M1 STA. 7+40.01 1253.64 INV. PER SEP. ONSITE SD PLAN 6" SUBDRAIN @ SD MAIN-M1 STA. 4+31.85 ST A . 7 + 9 0 . 0 0 12 6 2 . 2 6 I N V SUPERSEDED SEE SHEET 3A 6 EX. SURFACE @ CL OF PIPE INSTALL 42.97' 18" RCP (D-870) ℄ OF CB STA. 0+48.10 1290.44 TC S=0.0100 12 8 1 . 1 1 I N V ST A . 0 + 4 6 . 6 0 12 8 0 . 6 8 I N V ST A . 0 + 0 3 . 6 2 1278.88 INV. SD MAIN-M1 1.56' Q100 = 2.70 CFS V100 = _.__ FPS 1284.35 BOTTOM OF 8" SS 1282.77 TOP OF 18" SDQ100 HGL ℄ O F M H ST A . 0 + 0 2 . 8 5 12 9 0 . 0 1 R I M STA. 14+67.03 SD MAIN-M1 = STA. 0+00.00 SD LAT-6 PROP. SURFACE @ CL OF PIPE SD LINE A SD PUBLIC MAIN NUMBER C3 C4 C5 C6 C7 L4 L5 L6 L12 RADIUS 22.50 45.00 45.00 90.00 187.00 LENGTH 17.04 27.30 48.05 78.52 86.21 55.84 216.83 34.49 8.87 LINE/CHORD DIRECTION N3° 04' 27.58"W N36° 00' 09.49"E N22° 47' 37.07"E N32° 47' 28.69"W N44° 34' 40.36"W N53° 23' 06.44"E N7° 47' 52.30"W N57° 47' 05.07"W N37° 12' 07.70"E DELTA 043° 23' 20" 034° 45' 54" 061° 10' 59" 049° 59' 13" 026° 24' 49" TANGENT 8.95 14.09 26.60 41.96 43.88 14 13 EXIST. SURFACE @ CL OF PIPE 1249.30 INV. SD MAIN-M1 INSTALL 3.84' 48" RCP (D-900) Q100 = 102.67 CFSV100 = 6.84 FPS ST A . 0 + 2 8 . 5 9 A N G P T 12 5 3 . 8 6 I N V EX. 10'X6' BOX CULVERT ST A . 0 + 2 3 . 9 6 12 5 3 . 3 5 I N V ST A . 0 + 2 0 . 1 2 12 5 2 . 9 4 I N V IN S T A L L 4 . 6 3 ' TR A N S I T I O N ST A . 0 + 1 3 . 0 3 12 5 2 . 1 8 I N V = E L E V R = E L E V S Q100 HGL STA. 2+59.13 SD MAIN-M1 = STA. 0+00.00 SD LAT-2 (S=0.0027) JO I N E X . R C B 12 5 4 . 0 8 I N V ST A . 1 + 1 7 . 6 9 EX . H E A D W A L L 12 6 4 . 3 6 F S EX . T O P O F H E A D W A L L R/W ±10.0' ±12.0'EXISTING PARKING LOT 12 6 1 . 8 ± T W 12 6 0 . 8 ± F S EX . T O P O F W I N G W A L L EX 36" CULVERT Q100 = 85.90 CFS V100 = 1.44 CFS STA 0+43.90= (STA 10+32.33 LINE A PER DWG. 3070) EX. 30" SD LAT (1255.39 INV) ST A . 0 + 4 4 . 2 2 12 5 3 . 9 0 I N V SUPERSEDED SEE SHEET 3A 2 . 0 0 ' 2.16' STA. 2+59.13 BC, MAIN M-1 STA. 0+00.00 SD LAT 2 B=48", D1=84", D2=84" BEGIN TRANSITION INV=1249.30 PCC 2+76.17 END TRANSITION INV=1249.47 72.91' BE G I N R E M O V A L EN D R E M O V A L 0+13.03 INV=1252.20 0+20.12 INV=1252.94 0+23.96 INV=1253.35 0+28.59 ANG PT INV=1253.86 JOIN EX. BOX 15 2+50 R/W 2+67.90 ℄ OF MH 4.63' EX. C&G ℄ FO O T H I L L B V L D . EX. 10'X6' BOX CULVERT PROTECT IN PLACE EX. 10'X6' BOX CULVERT PR.25.00' PUBLIC SD ESMT C.I.P. 12 14 C3 C 4 13 3 + 0 0 86.44 Inv 18" 80.68 Inv 18" 86 . 4 4 I n v 1 8 " S=0 . 1 3 4 0 RECORD DRAWING This drawing has been revised to show those changes during the construction process reported by the contractor to Kimley-Horn and Associates, Inc. and considered to be significant. This drawing is not guaranteed to be “As Built” but is based on the information made available. Date: 06/10/25 By: KIMLEY-HORN ASSOCIATES 1 3 ONLY2 1 3 ONLY2 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DIAL BEFORE YOU DIG TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG CITY OF RANCHO CUCAMONGA RECOMMENDED OF NO.DESCRIPTION OF REVISION DATE REVISONS APPROVED BY: CITY ENGINEER Dr a w i n g N a m e : K: \ R I V _ L D E V \ 1 9 5 3 1 1 0 1 4 - l e n n a r - s y c a m o r e h e i g h t s \ C A D \ p l a n s h e e t s \ S D \ O F F S I T E \ EC - S D - 0 0 2 - P S F O 0 0 0 2 - P U B L I C . d w g La s t O p e n e d : A p r 1 7 , 2 0 2 5 - 1 1 : 4 1 a m b y : vi c t o r i a . b u c y ATR 2/03/2022 7 ® PLAN AND PROFILE SYCAMORE HEIGHTS PUBLIC STORM DRAIN PLAN DATE SHEET DRAWING NO. DESIGNED BY: DRAWN BY: ATR CHECKED BY: MSR 17782 17th St, Suite 200 Tustin CA 92780-1947 Phone: 714.665.4500 FILE NO.DATE 62159 CITY APPROVED RCE NO. ENG 2018-00049 BENCHMARK NGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NW COR OF FOOTHILL BLVD / GROVE AVE IN MIDDLE OF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX, 0.4 FT WEST OF END OF CURB RETURN. ELEV = 1291.431 (06-01-1970)FETAT S O IC A ILAC F LIV INRO No.C-62159 RP ETSIG RE KRAM DER S FO NO EOKSO S U R LA REEN I G N ISSE RCE NO. 67514 ROW 2020-00076 2526-D *DRAWING REVISED BY: ROBERT R. OTTE R.C.E. 44120 PREPARED UNDER THE SUPERVISION OF: ONLY1* 1"= 40'scale feet 40 0 40 80 1 1 1 CONSTRUCTION NOTES 1 CONSTRUCT 84" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 341 2 CONSTRUCT 78" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 341 6 CONSTRUCT 18" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 341 7 CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 336 10 CONSTRUCT MANHOLE TYPE NO.3 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 320 13 CONSTRUCT MODIFIED CITY OF RANCHO CUCAMONGA STD PLAN NO. 334 TRANSITION STRUCTURE PER DETAIL "A" ON SHEET 5 15 REMOVE EXISTING 10' x 6' BOX CULVERT 23 CONSTRUCT TRANSITION STRUCTURE PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 334 37 INSTALL 24" ADS NYLOPLAST BASIN WITH 24"X24" TRAFFIC RATED GRATE AND FLEX STORM PURE FILTER INSERT (OR APPROVED EQUAL) 38 PIPE CONNECTION TO EXISTING 36" RCP PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 328 1 PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' 3A STORM DRAIN PLAN REVISED STORM DRAIN PLAN AND PROFILE 8/30/24 ONLY* ST A 7 + 9 0 . 0 0 MA T C H S H E E T 4 SD MAIN-M1 PUBLIC SD PROFILE (G ) (G ) (G) (G ) (G) (G) (G) (G) (G) (G) (G) (G) (G ) (G) (G) (G) (G) (G) (G)(G) (G) (G) (G) (G) ( G ) (G ) 15 12 R1 STA. 6+13.67 SD PUBLIC MAIN DELTA1 STA. 6+05.40 SD PUBLIC MAIN EXISTING 10'x6' REINFORCED BOX CULVERT SD LAT "2" PRIVATE STORM DRAIN LINE A PER SEPARATE PLANS FOR TRACT 16605 R.O.W. EX. 12" WTR PER CVWD W.O. 45530 EX. BLOWOFF AND AIR VAC TO BE PROTECT IN PLACE EX. VERIZON LINE ±39' FROM ST ℄ EX. 3" SOCAL GAS ±60' FROM ST ℄ GAS LINE LOCATED ON 5/31/19 EX. 4" SOCAL GAS ±19' FROM ST ℄ GAS LINE LOCATED ON 5/31/19 EX. TELEPHONE EX. 12" WATER R.O.W. 10 2 ' STA 6+67.07 1267.16 BOTTOM OF 8" SEWER 1266.62 TOP OF 78" SD BC 6 + 2 4 . 2 0 B C 7 + 3 7 . 2 1 BC 1 + 3 3 . 9 6 E C 7 + 0 2 . 7 2 EC 0 + 9 0 . 7 3 EC 1 + 5 0 . 1 2 Mi d 6 + 6 3 . 4 6 M i d 7 + 8 0 . 3 1 6+ 0 8 . 1 1 ℄ M H , A = 4 5 ° , L=8 ' , P = 8 " 6" SD LAT. PER SEPARATE ONSITE SD PLANS PGR2018-00028 6" SD LAT PER SEPARATE ONSITE SD PLANS PGR2018-00028 120 ' PROPOSED R/W 2+00 3+0 0 4 + 0 0 5+00 6+00 PI 2 + 5 9 . 1 3 PI 2 + 8 8 . 9 3 BC 5 + 3 6 . 2 6 BC 4 + 3 8 . 2 3 BC 3+87.72 EC 5 + 8 0 . 4 0 EC 4+73.48 EC 4 + 1 9 . 0 3 PRC 5+58.33 L50 L51 C 5 2 L53 C 5 4 L55 C 5 6 C 5 7 L58 STA. 2+59.13 SD PUBLIC MAIN R1 STA. 2+59.13 SD PUBLIC MAIN DELTA1 EX. 36" PIPE 12 . 5 ' 7.5 ' 25.0' PR. PUBLIC SD EASEMENT S Y C A M O R E I N N ( F F = ± 1 2 7 3 . 6 1 ) 2 23 10 7 13 101 60.32'15 1262.0 TG 1259.0 INV 1256.81 INV-18" (1255.75) INV-36" 23.5 LF@ 9.3%6 R1 STA. 3+89.00 OFF 63.29' LT37 R1 STA. 3+95.09 OFF 53.85' LT38 R1 STA. 2+98.09 SD PUBLIC MAIN DELTA1 = (STA 10+25.26 LINE A PER DWG. 3070) R1 STA. 3+03.09 SD PUBLIC MAIN DELTA1 = (STA 10+32.33 LINE A PER DWG. 3070) R1 STA. 3+68.72 SD PUBLIC MAIN DELTA1 REMOVE HEADWALL R1 STA. 3+74.45 SD PUBLIC MAIN DELTA1 MH R1 STA. 3+79.02 SD PUBLIC MAIN DELTA1 CONNECT EX. 36" PIPE 2 1 23 13 EXIST. SURFACE @ CL OF PIPE 2.02' 12 5 4 . 5 4 I N V R1 S T A . 4 + 1 9 . 0 3 E C 12 5 4 . 3 8 I N V R1 S T A . 3 + 8 7 . 7 2 B C 12 5 4 . 6 4 I N V R1 S T A . 4 + 3 8 . 2 3 B C 12 5 4 . 8 1 I N V R1 S T A . 4 + 7 3 . 4 8 E C 12 5 5 . 1 3 I N V R1 S T A . 5 + 3 6 . 2 6 B C 12 5 6 . 3 6 I N V R1 S T A . 5 + 8 0 . 4 0 E C 12 5 5 . 2 4 I N V R1 S T A . 5 + 5 8 . 3 3 P R C 12 4 9 . 3 0 I N V R1 S T A . 2 + 5 9 . 1 3 12 5 3 . 8 3 I N V R1 S T A . 2 + 7 5 . 1 3 S=0.0050 EXIST. R/WEXIST. R/W 12 5 8 . 0 6 I N V R1 S T A . 6 + 1 3 . 6 7 = 12 5 8 . 3 1 I N V ST A . 6 + 1 1 . 4 5 12 4 8 . 1 5 I N V ST A . 1 + 5 0 . 1 2 E C PROP. SURFACE @ CL OF PIPE INSTALL 245.47' 78" RCP (D-1400) Q100 = 632.07 CFS Vmax. = 24.39 FPS INSTALL 245.71' 84" RCP (D-1200) Q100 = 664.58 CFS 65.70' Vmax. = 24.68 FPS 12 4 7 . 9 8 I N V ST A . 1 + 3 3 . 9 6 B C INSTALL 245.71' TRANSITION (D-1200) Q100 = 647.81 CFS Vmax. = 23.14 FPS S=0.0222 S=0.05 1 0 S= 0 . 2 8 3 1 12 5 3 . 8 7 I N V R1 S T A . 2 + 9 0 . 1 3 12 5 4 . 0 8 I N V R1 S T A . 3 + 6 8 . 7 2 @ SD MAIN R1 STA 3+79.02 EX 36" SD LAT 1255.75 INV. S=0.0159 INSTALL 245.71' TRANSITION (D-1200) Q100 = 647.81 CFS Vmax. = 24.27 FPS Q100 HGL 13.16' 12 5 8 . 0 6 I N V ST A . 6 + 0 5 . 4 0 12 4 9 . 3 0 I N V ST A . 2 + 5 9 . 1 3 = (PRIVATE) STA. 6+05.40 SD MAIN-M1 = STA. 0+00.00 LINE A 1259.31 INV. 36" SD LAT ℄ OF MH STA. 6+08.11 1278.41 RIM S=0.0105 PROP.SURFACE @ CL OF PIPE 2.38' ℄ OF MH R1 STA 2+69.13 1261.88 RIM 1.98' ℄ OF MH R1 STA 3+74.45 1263.31 RIM STA 3+03.09= (STA 10+32.33 LINE A PER DWG. 3070) EX. 30" SD LAT (1255.39 INV) S=0.0027S=0.0027S=0.0027S=0.0027 12 5 3 . 9 0 I N V R1 S T A . 3 + 0 3 . 0 9 27.89' EX 10'Wx6'D BOX CULVERT Q100 = 664.58 CFS Vmax. = 21.63 FPS Q100 HGL Q100 = 664.58 CFS Vmax. = 24.68 FPS SD PUBLIC MAIN Delta1 NUMBER L50 L51 C52 L53 C54 L55 C56 C57 L58 RADIUS 22.50 22.50 22.50 22.50 LENGTH 29.79 98.79 31.31 19.20 35.25 62.78 22.07 22.07 33.26 LINE/CHORD DIRECTION N24° 46' 08"W N02° 15' 00"E N42° 06' 52"E N81° 58' 44"E N37° 05' 56"E N07° 46' 51"W N20° 19' 00"E N20° 18' 30"E N07° 47' 52"W DELTA 079° 43' 44" 089° 45' 35" 056° 11' 43" 056° 12' 44" TANGENT 18.79 22.41 12.01 12.02 RECORD DRAWING This drawing has been revised to show those changes during the construction process reported by the contractor to Kimley-Horn and Associates, Inc. and considered to be significant. This drawing is not guaranteed to be “As Built” but is based on the information made available. Date: 06/10/25 By: KIMLEY-HORN ASSOCIATES A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DIAL BEFORE YOU DIG TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG CITY OF RANCHO CUCAMONGA RECOMMENDED OF NO.DESCRIPTION OF REVISION DATE REVISONS APPROVED BY: CITY ENGINEER Dr a w i n g N a m e : K: \ R I V _ L D E V \ 1 9 5 3 1 1 0 1 4 - l e n n a r - s y c a m o r e h e i g h t s \ C A D \ p l a n s h e e t s \ S D \ O F F S I T E \ EC - S D - 0 0 2 - P S F O 0 0 0 2 - P U B L I C . d w g La s t O p e n e d : A p r 1 7 , 2 0 2 5 - 1 1 : 4 1 a m b y : vi c t o r i a . b u c y ATR 2/03/2022 7 ® PLAN AND PROFILE SYCAMORE HEIGHTS PUBLIC STORM DRAIN PLAN DATE SHEET DRAWING NO. DESIGNED BY: DRAWN BY: ATR CHECKED BY: MSR 17782 17th St, Suite 200 Tustin CA 92780-1947 Phone: 714.665.4500 FILE NO.DATE 62159 CITY APPROVED RCE NO. ENG 2018-00049 BENCHMARK NGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NW COR OF FOOTHILL BLVD / GROVE AVE IN MIDDLE OF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX, 0.4 FT WEST OF END OF CURB RETURN. ELEV = 1291.431 (06-01-1970)FETAT S O IC A ILAC F LIV INRO No.C-62159 RP ETSIG RE KRAM DER S FO NO EOKSO S U R LA REEN I G N ISSE RCE NO. 67514 ROW 2020-00076 2526-D *DRAWING REVISED BY: ROBERT R. OTTE R.C.E. 44120 PREPARED UNDER THE SUPERVISION OF: 1"= 40'scale feet 40 0 40 80 CONSTRUCTION NOTES 2 CONSTRUCT 78" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO 3 CONSTRUCT 42" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO 5 CONSTRUCT 24" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO 6 CONSTRUCT 18" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO 8 CONSTRUCT JUNCTION STRUCTURE NO.4 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 333, CASE 1 11 CONSTRUCT MANHOLE TYPE NO.4 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 321 17 CONSTRUCT CURB INLET CATCH BASIN WITH LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 300 & NO. 307 CASE "B AND PER DETAIL 17 ON SHEET 4 19 CONSTRUCT MODIFIED CMP CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 311 AND PER DETAIL ON SHEET 5 20 PROTECT IN PLACE (ITEM PER PLAN) 22 REMOVE EXISTING SD CULVERT (DIA. PER PLAN), BACKFILL AND COMPACT 24 CONSTRUCT MANHOLE SHAFT SAFETY LEDGE PER SPPWC STD PLAN NO. 330-2 25 CONSTRUCT MANHOLE TYPE NO.2 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 319 35 CONSTRUCT 7'S X 5'H REINFORCED CONCRETE BOX PER CALTRANS STANDARD D80 39 CONSTRUCT 8'S X 4'H REINFORCED CONCRETE BOX PER CALTRANS STANDARD D80 1 1 1 1 1 1 1 1 1 2 2 1 2 2 SD MAIN-M1 PUBLIC SD PLAN SD MAIN-M1 PUBLIC SD PROFILE PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' STORM DRAIN PLANST A 7 + 9 0 . 0 0 M A T C H S H E E T 3 A ST A 7 + 9 0 . 0 0 M A T C H S H E E T 3 A 4 NOTE: CONTRACTOR TO POTHOLE ALL UTILITIES IN RED HILL AT STORM DRAIN CROSSINGS PRIOR TO CONSTRUCTION. CROSS SECTION AT DEEP PIPE SD MAIN-M1 SEE DEEP PIPE CROSS SECTION HEREON STA. 8+73.37 SCALE: 1"=10' (SEE PROFILE SHEET 3) ℄ EX. RED HILL COUNTRY CLUB GOLF COURSE ACCESS (PRIVATE) S87 ° 3 4 ' 1 2 . 7 0 " W S87 ° 3 4 ' 1 2 . 7 0 " W S87 ° 3 4 ' 1 2 . 7 0 " W SEE DETAIL 17 TOP RIGHT REVISED STORM DRAIN PLAN AND PROFILE 8/30/24 REVISED STORM DRAIN PLAN AND PROFILE 3/31/25 3 3 3 3 3 REVISED STORM DRAIN PLAN AND PROFILE 4/17/25 (G)(G)(G)(G) (G) (G)(G)(G)(G)(G)(G)(G)(G)(G) (G ) 30' 40' 30' 20' EX. 4" GAS LINE, FIELD LOCATED ON 5/31/19. TO BE ABANDONED 0 + 5 1 STA. 8+73.42 SD PUBLIC MAIN STA. 0+00.00 SD LINE B STA. 9+77.86 SD PUBLIC MAIN STA. 0+00.00 SD LAT-3 (PRIVATE) STA. 14+67.03 PUBLIC SD MAIN-M1 STA. 0+00.00 SD LAT-6 EXISTING OVERHEAD POWER LINES TO BE UNDER GROUNDED PER SEPARATE PLANS FOR TRACT 16605 PRIVATE STORM DRAIN LINE B PER SEPARATE PLANS FOR TRACT 16605 PRIVATE STORM DRAIN LINE C PER SEPARATE PLANS PGR2018-00028 FOR TRACT 16605 PRIVATE STORM DRAIN LATERALS PER PLANS FOR TRACT 16605 PGR2018-00028 PRIVATE STORM DRAIN LATERAL PER SEPARATE PLANS FOR TRACT 16605 PR O P O S E D 25 . 0 0 ' PU B L I C S D EA S E M E N T PR O P O S E D 25. 0 0 ' PU B L I C S D EAS E M E N T 8+75.96 ℄ MH, L=7' 10+99.13 ℄ MH, A=27°42', B=36", C=68", D1=D2=78" ELEV R=1270.26 ELEV S=1270.25 14+67.77 ℄ MH, L=5.5' 14+96.06 ℄ CI, W=14', V=9.56' REMOVE EXISTING 18" RCP REMOVE EXISTING 24" RCP 15+35.86 ℄ BASIN HERITAGE TREES L7 L8 L9 L10 C7 C8 C9 C10 C11 L14 L16 L17 L 1 9 L1 5 STA 1 1 + 0 3 . 5 1 128 3 . 6 B O T D W 127 6 . 2 T O P S D STA 1 1 + 2 4 . 2 6 127 8 . 1 B O T S S 127 6 . 6 T O P S D STA. 12+49.00 SD PUBLIC MAIN STA. 0+00.00 30" IRRIGATION STA 13+18.51 1287.77 BOT DW 1283.50 TOP SD CVWD IRR. LINE PER SEPARATE ON-SITE STORM DRAIN PLANS CITY PERMIT NO. PGR2018-00028STA 8+81.45 1276.83 BOTTOM OF 8" SS 1271.38 TOP OF 78" SD STA 14+16.79 1287.14 BOT DW 1284.73 TOP SD STA 13+35.44 1289.99 BOT SS 1283.90 TOP SD BC 9 + 0 8 . 5 3 BC 12+93.14 BC 14+74.29 EC 8 + 2 3 . 4 2 EC 1 1 + 4 9 . 7 0 EC 13+52.04 EC 14+86.07 PRC 10+79.70 M i d 7 + 8 0 . 3 1 Mid 9+94.11 M i d 1 1 + 1 4 . 7 0 Mi d 1 3 + 2 2 . 5 9 Mid 14+80.18 L13 8+00 9+00 10+00 11+0 0 12+ 0 0 13+00 14+0 0 15+ 0 0 6" SD LAT PER SEPARATE ONSITE SD PLANS PGR2018-00028 (PRIVATE) STA. 10+91.42 SD PUBLIC MAIN (PRIVATE) STA. 0+00.00 SD LINE C 18" SD LAT. PER SEPARATE ONSITE SD PLANS STA. 11+30.66 SD PUBLIC MAIN STA. 0+00.00 SD LAT-4/LAT-5 ℄ MH, L=5.5' (PRIVATE) 9+79.87 ℄ MH, L=5.5' 12+56.98 ℄ MH, A=29°54', B=30", C=84", D1=D2=78" ELEV R=1276.36 ELEV S=1273.81 (PUBLIC) EX. R/W PR. R/W PER TRACT MAP 16605 15+ 7 1 2 24 3 2 2 2 11 17 19 20 25 25 25 5 2425 11 6 35 35 22 22 39 BC 9 + 0 8 . 5 3 BC 12+93.14 BC 14+74.29 EC 8 + 2 3 . 4 2 EC 1 1 + 4 9 . 7 0 EC 13+52.04 EC 14+86.07 PRC 10+79.70 M i d 7 + 8 0 . 3 1 Mid 9+94.11 M i d 1 1 + 1 4 . 7 0 Mi d 1 3 + 2 2 . 5 9 Mid 14+80.18 SD LINE B SD LINE C SD PUBLIC MAIN SD LAT-3 SD LAT-4 SD LAT-5 SD LAT-6 NUMBER C7 C8 C9 C10 C11 L7 L8 L9 L10 L13 L14 L15 L16 L17 L19 RADIUS 187.00 163.00 45.00 45.00 45.00 LENGTH 86.21 171.20 69.99 58.90 11.78 85.09 143.44 122.25 78.50 11.89 44.07 186.02 22.58 16.49 51.02 LINE/CHORD DIRECTION N44° 34' 40.36"W N61° 27' 33.45"W N46° 59' 19.27"W N39° 55' 47.30"W N84° 55' 47.30"W N31° 22' 15.65"W N2° 25' 47.30"W N77° 25' 47.30"W S87° 34' 12.70"W N13° 37' 44.35"E N2° 37' 49.74"W S75° 39' 37.31"W N85° 48' 40.29"W N63° 59' 32.85"E S27° 34' 12.70"W DELTA 026° 24' 49" 060° 10' 36" 089° 07' 04" 075° 00' 00" 015° 00' 00" TANGENT 43.88 94.44 44.31 34.53 5.92 85.18 2 2 2 39 22 35 12 6 3 . 0 0 I N V ST A . 8 + 2 3 . 4 2 E C 4.46' S=0.0222 1268.93 INV., ℄ TO ℄ PER SEP. ONSITE SD PLAN 18" SD LAT-3 12 7 9 . 0 8 I N V EN D T R A N S . ST A . 1 4 + 8 6 . 0 7 E C 12 7 7 . 3 5 I N V ST A . 1 3 + 1 3 . 1 0 M i d EXIST. SURFACE @ CL OF PIPE PROP. SURFACE @ CL OF PIPE INSTALL 109.22' 78" RCP (D-1800) INSTALL 26.47' 78" RCP (D-1400) INSTALL 116.30' 78" RCP (D-1400) INSTALL 85.18' 8'S x 4'H RCB (D-____) 12 6 8 . 6 8 I N V ST A . 1 0 + 7 9 . 7 0 P R C S=0.0221 1265.12 INV.42" SD LINE B 1270.25 INV. 36" LINE C S=0.0100 ST A . 1 5 + 7 1 . 2 5 12 7 9 . 9 3 I N V ST A . 7 + 9 0 . 0 0 12 6 2 . 2 6 I N V S=0.0220 INSTALL 82.46' 78" RCP (D-1800) ℄ OF MH STA. 8+75.96 1294.10 RIM 12 6 4 . 8 9 I N V ST A . 9 + 0 8 . 5 3 B C 12 6 9 . 7 0 I N V ST A . 1 1 + 3 3 . 4 1 12 6 9 . 6 0 I N V ST A . 1 1 + 2 7 . 9 1 ℄ O F M H ST A . 1 0 + 9 9 . 1 3 12 8 8 . 0 1 R I M 1272.66 INV. 18" LAT-5 1272.66 INV. 18" LAT-4 S=0.0182 S=0.0100 ℄ O F M H ST A . 1 4 + 6 7 . 7 7 12 9 0 . 0 8 R I M ℄ O F M H ST A . 1 1 + 3 0 . 6 6 12 8 7 . 2 4 R I M 12 6 8 . 9 4 I N V ST A . 1 0 + 9 1 . 4 2 12 6 9 . 1 2 I N V ST A . 1 1 + 0 1 . 4 4 Q100 = 619.90CFS Q100 = 559.56 CFS Vmax. = 16.86 FPS Q100 = 554.92 CFS Vmax. = 16.72 FPS Q100 = 553.26 CFS Vmax. = 16.67 FPS Q100 = 550.67 CFSVmax. = __.__ FPS 12 7 8 . 8 7 I N V ST A . 1 4 + 6 5 . 4 3 12 7 0 . 0 0 I N V ST A . 1 1 + 4 9 . 7 0 E C Q100 HGL 22.83' 13.67' DEPTH TO LEDGE 12 6 4 . 0 9 I N V ST A . 8 + 7 2 . 4 6 12 6 4 . 2 5 I N V ST A . 8 + 7 9 . 4 6 ST A . 1 4 + 7 0 . 1 0 12 7 8 . 9 2 I N V ST A . 9 + 7 7 . 5 4 12 6 6 . 4 2 I N V Q100 = 560.89 CFS Vmax. = 16.90 FPS Vmax. = 18.68 FPS 1276.27 BOT OF 8" SS 1273.48 TOP OF 78" SD S=0.0181 ST A . 8 + 7 5 . 9 6 12 6 4 . 1 7 I N V 1278 . 0 9 B O T O F 8 " S S 1276 . 6 2 T O P O F 7 8 " S D 1287.77 BOT OF 8" DW 1283.15 TOP OF 7'Sx5'H SD 1273.81 ELEV S 30" IRR. LINE 12 8 3 . 6 4 B O T O F 8 " W T R 127 6 . 2 4 T O P O F 7 8 " S D ST A . 1 2 + 4 9 . 7 1 12 7 1 . 8 2 I N V ST A . 1 2 + 5 9 . 2 4 12 7 3 . 3 3 I N V INSTALL 98.08' 78" RCP (D-1800) 1276. 8 3 B O T O F 8 " S S 1271. 3 8 T O P O F 7 8 " S D 1289.99 BOT OF 8" SS1283.90 TOP OF 7'Sx5'H SD 1287.14 BOT OF 8" DW 1284.13 TOP OF 7'Sx5'H SD 5.45' 10.56' 11.83' 1266.41 INV. PER SEP. ONSITE SD PLAN 6" SUBDRAIN 1266.95 INV. PER SEP. ONSITE SD PLAN 6" SUBDRAIN PER SEP. ONSITE SD PLAN PER SEP. ONSITE SD PLAN PER PLAN BASIN BOT. (PRIVATE) (PRIVATE)(PRIVATE) (PRIVATE) (PRIVATE) ℄ OF MH STA. 9+79.87 1292.88 RIM ST A . 9 + 8 2 . 2 0 12 6 6 . 5 3 I N V 19.33' 13.67' DEPTH TO LEDGE ℄ O F M H ST A . 1 2 + 5 6 . 9 8 12 9 0 . 7 0 R I M 11.65' 2.64' @ SD MAIN-M1 STA. 8+37.66 @ SD MAIN-M1 STA. 8+65.96 STA. 9+77.86 SD MAIN-M1= STA. 0+00.00 SD LAT-3 STA. 8+73.42 SD MAIN-M1= STA. 0+00.00 LINE B STA. 10+91.42 SD MAIN-M1= STA. 0+00.00 LINE C STA. 11+32.20 SD MAIN-M1= STA. 0+00.00 SD LAT-4 STA. 11+30.66 SD MAIN-M1= STA. 0+00.00 SD LAT-5 STA. 12+49.00 SD MAIN-M1 = STA. 0+00.00 30" IRR. LINE PER SEP. ONSITE SD PLAN (PRIVATE) STA. 14+67.03 SD MAIN-M1 = STA. 0+00.00 SD LAT 6 12 7 7 . 7 4 I N V ST A . 1 3 + 5 2 . 0 4 E C 12 7 5 . 8 6 I N V - G B ST A . 1 2 + 9 3 . 1 4 B C INSTALL 206.19' 7'S x 5'H RCB (D-____) Q100 = 550.67 CFSVmax. = __.__ FPS S=0.0 7 4 6 PER PLAN BASIN BOT. 1290.50 INV. 6" SD LAT 1293.11 INV. 6" SD LAT 1285.80 TOP OF 8" SS 1280.64 INV. SEE SHEET 3 18" LAT-6 ST A . 1 4 + 7 4 . 2 9 BE G . T R A N S . ST A . 1 3 + 1 3 . 1 0 12 7 7 . 3 5 I N V - G B INSTALL 4.19' 7'S x 5'H RCB (D-____) Q100 = 550.67 CFSVmax. = __.__ FPS 35 (1284.20 EG) 1263.55 INV. 1294.05 FG 1:1 1:1 5' MI N EX. GRADE PR. FINISH GRADE NOTE: INSTALL STORM DRAIN IN EXISTING GROUND PRIOR TO PLACING FILL. PR. 78" SD BACKFILL WITH SOIL APPROVED BY SOILS ENGINEER AT 90% COMPACTION 17 1' MI N . FS12 9 0 . 0 5 12 9 0 . 4 6 T C 12 8 9 . 7 9 F L EX. 18" RCP TO BE REMOVED 5'5' 2. 0 ' GU T T E R RED HILL COUNTRY CLUB DR. FS12 9 0 . 0 2 FS12 9 0 . 0 4 FS12 9 0 . 0 2 12 9 0 . 4 9 T C 12 8 9 . 8 2 F L 12 9 0 . 4 8 T C 12 8 9 . 8 1 F L 12 9 0 . 4 5 T C 12 8 9 . 7 8 F L 12 9 0 . 4 4 T C 12 8 9 . 8 8 F L 12 9 0 . 4 3 T C 12 8 9 . 6 8 F L 0.5%0.8% 6'6'14' 4. 0 ' GU T T E R PR. 18" SD SD LAT-6 PR. 6' S/W PER STREET PLAN PR. C&G PER STREET PLAN EX. R/W EX. 8" SEWER PROTECT IN PLACE ℄11+00ST A 1 0 + 7 5 . 4 5 ℄ L O C A L D E P R E S S I O N W= 1 4 ' 10 + 5 7 . 4 5 10 + 6 2 . 4 5 10 + 8 8 . 4 5 10 + 9 3 . 4 5 12 8 9 . 8 2 F L 12 8 9 . 7 9 F L 12 8 9 . 7 8 F L 12 8 9 . 8 1 F L 10 + 6 8 . 4 5 10 + 8 2 . 4 5 17 BE G . C O N S T R U C T I O N EN D C O N S T R U C T I O N 12 8 9 . 6 1 F L 12 8 9 . 6 0 F L 8" C F 8" C F 8" C F 8" C F 10 " C F 10 " C F SA W C U T L I N E CONSTRUCT FULL DEPTH AC PAVEMENT PER STREET PLAN ADJUST EX. MH TO GRADE AS DIRECTED BY CUCAMONGA VALLEY WATER DISTRICT (CVWD) St a 1 0 + 8 1 C L C B Ci t y S t d N o . 3 0 3 W= 7 ' , V = 4 ' 90 . 4 4 T C , 8 9 . 7 7 F L 86 . 4 4 I n v 1 8 " R C P 30 0 INSTALL MANHOLE TO PICK UP IRRIGATION LINE JS#2 TIE INTO MAIN LINE AT STATION 12+30 THIS LINE SHIFTED DOWN TO AVOID HERITAGE TREES RECORD DRAWING This drawing has been revised to show those changes during the construction process reported by the contractor to Kimley-Horn and Associates, Inc. and considered to be significant. This drawing is not guaranteed to be “As Built” but is based on the information made available. Date: 06/10/25 By: KIMLEY-HORN ASSOCIATES 1 3 ONLY2 1 3 ONLY2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DIAL BEFORE YOU DIG TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG CITY OF RANCHO CUCAMONGA RECOMMENDED OF NO.DESCRIPTION OF REVISION DATE REVISONS APPROVED BY: CITY ENGINEER Dr a w i n g N a m e : K: \ R I V _ L D E V \ 1 9 5 3 1 1 0 1 4 - l e n n a r - s y c a m o r e h e i g h t s \ C A D \ p l a n s h e e t s \ S D \ O F F S I T E \ EC - D T - 0 0 1 - P S F O 0 0 0 2 - D E T A I L S . d w g La s t O p e n e d : A p r 1 7 , 2 0 2 5 - 1 1 : 4 2 a m b y : vi c t o r i a . b u c y ATR 2/03/2022 7 ® PLAN AND PROFILE SYCAMORE HEIGHTS PUBLIC STORM DRAIN PLAN DATE SHEET DRAWING NO. DESIGNED BY: DRAWN BY: ATR CHECKED BY: MSR 17782 17th St, Suite 200 Tustin CA 92780-1947 Phone: 714.665.4500 FILE NO.DATE 62159 CITY APPROVED RCE NO. ENG 2018-00049 BENCHMARK NGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NW COR OF FOOTHILL BLVD / GROVE AVE IN MIDDLE OF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX, 0.4 FT WEST OF END OF CURB RETURN. ELEV = 1291.431 (06-01-1970)FETAT S O IC A ILAC F LIV INRO No.C-62159 RP ETSIG RE KRAM DER S FO NO EOKSO S U R LA REEN I G N ISSE RCE NO. 67514 ROW 2020-00076 2526-D *DRAWING REVISED BY: ROBERT R. OTTE R.C.E. 44120 PREPARED UNDER THE SUPERVISION OF: 19 1 1 1 1 2 2 2 2 5 CMP CATCH BASIN 1" = 5' PLAN VIEW 1"=5' PROFILE VIEW H: 1"=5' V: 1"=5' STORM DRAIN DETAILS SECTION VIEW - A-A H: 1"=5' V: 1"=5' NOTE: PRIOR TO CONSTRUCTION, CONTRACTOR TO LOCATE WATER LINE AND NOTIFY ENGINEER OF LOCATION. CONTRACTOR TO INSTALL GUARDRAIL MIN. 5' FROM WATER LINE. ANY DEVIATION IN THE LOCATION OF THE GUARD RAIL FROM THAT SHOWN ON PLANS SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION. REVISED STORM DRAIN PLAN AND PROFILE 9/16/24 REVISED STORM DRAIN PLAN AND PROFILE 3/31/25 3 3 3 3 REVISED STORM DRAIN PLAN AND PROFILE 4/17/25 13 TRANSITION STRUCTURE NO 1 DETAIL "A" (MODIFIED PER THIS DETAIL) 1" = 5' EXISTING 10'X6' R.C.B.PORTION OF EXISTING R.C.B. TO BE REMOVED #6 @ 12" O.C EMBED 6 34" MIN INTO EXISTING R.C.B @ 12" O.C. PLAN 10 ' ℄℄ EXISTING 10'X6' R.C.B. 6' 84 " Ø SIDE REBAR PER CALTRANS STD PLAN D80C USE SPAN 10' HEIGHT 6' FOR TABLE. SEE NOTE 2 ABOVE. #6 @ 12" O.C) EMBED 6 34" MIN INTO EXISTING R.C.B @ 12" O.C. * REBAR PER CALTRANS STD PLAN D80 -USE SPAN 10' HEIGHT 6' FOR TABLE. SEE CALTRANS STD PLAN D80 ON SHEET 7. PER PROF I L E WATER TIGHT JOINT NOTE: USE HIT-RE 500 SD ADHESIVE EPOXY TO ANCHOR DOWELS INTO EXISTING STRUCTURES OR APP'VD EQUIVALENT. SPECIAL INSPECTION REQUIRED FOR DOWEL EMBEDMENT. PROVIDE INSPECTION REPORTS TO CITY ENGINEER PRIOR TO ACCEPTANCE OF THE STORM DRAIN SYSTEM BY THE CITY. JUNCTION STRUCTURE PER RANCHO CUCAMONGA STD 334 JUNCTION STRUCTURE PER RANCHO CUCAMONGA STD 334 NOTES: 1. MODIFIED CITY STD. 334 DUE TO TOP OF TRANSITION STRUCTURE SLOPING. 2. CITY STD. 334 STATES REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER STEEL SHALL BE BOX TO PIPE, THAT OF THE BOX SECTION. R1 S T A 2 + 9 0 . 1 3 84" R.C.P. 1253.83 ELEV 15.00'16.00' 5°18'58"' 5°23'44"' R1 S T A 2 + 7 5 . 1 3 R1 S T A 2 + 7 5 . 1 3 1249.30 ELEV 4' I.D. 8'S x 4'H RCB SD 1293.11 1283.93 1284.37 CAP AND PLUG RCB 4.9' MIN 8.4' MAX 1284.28 4' I.D.4' I.D.4' I.D. 12" 18"1290.504' I.D.4' I.D.4' I.D.4' I.D.2. 9 0 ' MA X . D E P T H 3. 3 3 ' MA X . D E P T H 4' TYP.4' TYP.HGL 1279.93 INV STEEL STEPS PER CITY STD NO 325 1284.68 1287.20 1286.33 1285.16 1287.20 1285.66 1284.59 INLET RISER CONNECTIONS PER MODIFIED CALTRANS STD DETAIL D93B. SEE STD DETAIL ON SHEET 7. HGL INLET RISER CONNECTIONS PER MODIFIED CALTRANS STD DETAIL D93B. SEE STD DETAIL ON SHEET 7. 4.9' MIN 8.4' MAX 1283.97 NOTE: ACCESS TO PIPE THROUGH MANHOLE AT STATION 14+67.77 4.9' MIN 8.4' MAX 1:1 MAX 4" CONCRETE 6x6 W1.4/1.4 WELDED WIRE MESH EX. FG 18" 12" 48" DIA. NOM. 22' 8.5' PR. GUARDRAIL PR. TYPE "L" INLET MARKER PER STREET PLANS VARIES 2' MAX PR. FENCE R/W N'LY 0.83'PR. TYPE "L" INLET MARKER PER STREET PLANS 7'W x 5'S RCB CMP RISER PER CITY STD NO. 311 48" DIA. NOM. R.O.W. 18.17' 6.0' 6.0' EX. TREE TO BE REMOVED EX. TREE TO BE REMOVED EX. TREE TO BE REMOVED EX. EDGE OF PAVEMENT EX. FENCE TO BE RELOCATED EX. TREE TO BE REMOVEDEX. TREE TO BE REMOVED R.O.W. 1284.28 BB 1290.11 TB 40.00' 1289.58 TB 1291.26 TB 1289.78 TB EX. 18" CULVERT TO BE REMOVED PER SHEET 4(1290.14 EP) (1289.81 EP) (1289.59 EP) 1292.69 PROPOSED GUARDRAIL PER STREET IMPROVEMENT PLANSEXIST. GRAVEL SHOULDER FOR MAINTENANCE ACCESS 4" CONCRETE 6x6 W1.4/1.4 WELDED WIRE MESH 1.0' RELOCATED FENCE 1.0' 40.00' 6.0' 1290.40 TB 8.0' 1290.80 TB 1284.68 BB 1290.64 TB 1284.68 BB 1284.37 BB 1291.31 TB 1290.11 TB 1292.22 TB (1290.44 EP) 1291.77 TB 1. 0 % 1. 0 % 1.0%1.0% 1.0% 4.0'8'S x 4'H RCB RED HILL COUNTRY CLUB GOLF COURSE (PRIVATE) EX. 8" C.M.L. WATER LINE. PROTECT IN PLACE A A 20.00' EX. AC PVMT. PORTION TO BE DEMO'DFOR BASIN EX. EP RED HILL COUNTRY CLUB DR. ℄ (8" WT) (8" WT) (8" WT) 1.0' 1. 0 % 1. 0 % 1. 0 % 4.0'4.0'4.0' 8.0'8.0' 12 9 0 . 7 5 1290.98 EX . G O L F C O U R S E AC C E S S 1284.37 BB 12 9 0 . 9 0 1290.34 TB (1290.69 EP) 1284.28 BB 1283.97 BB 1286.91 TB 1286.91 TB 1283.97 BB SEE TYPICAL SECTION A-A ABOVE 1291.25 PR. TYPE "L" MARKER (TYP.) PER STREET IMPROVEMENT PLANS PR. TYPE "L" INLET MARKER (TYP.) Δ = 32°40'27", 9.66' 6.92' EX. FENCE PROTECT IN PLACE 40.00' 1290 5. 0 ' MI N . (8" WT) (8" WT) (8" WT)5. 0 ' MI N . 1. 0 ' 20.0' RELOCATED C.L. FENCE 17.77' 14.83' STEEL STEPS PER CITY STD NO 325 N87° 34' 12.70"E 1.0%1.0% 1.0%1.0% 1.0% RECORD DRAWING This drawing has been revised to show those changes during the construction process reported by the contractor to Kimley-Horn and Associates, Inc. and considered to be significant. This drawing is not guaranteed to be “As Built” but is based on the information made available. Date: 06/10/25 By: KIMLEY-HORN ASSOCIATES 1 3 ONLY2 1 3 ONLY2 8411 FOOTHILL BLVD. A.P.N. 0207-571-75-0000 GARAGE COVER STORAGE YARD PA C I F I C E L E C T R I C B I K E T R A I L FO O T H I L L B L V D . A A SE E S E C T I O N A - A ON S H E E T 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DIAL BEFORE YOU DIG TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG CITY OF RANCHO CUCAMONGA RECOMMENDED OF NO.DESCRIPTION OF REVISION DATE REVISONS APPROVED BY: CITY ENGINEER Dr a w i n g N a m e : K: \ R I V _ L D E V \ 1 9 5 3 1 1 0 1 4 - l e n n a r - s y c a m o r e h e i g h t s \ C A D \ p l a n s h e e t s \ S D \ O F F S I T E \ EC - D T - 0 0 2 - P S F O 0 0 0 2 - D E T A I L S . d w g La s t O p e n e d : A p r 1 7 , 2 0 2 5 - 1 1 : 4 3 a m b y : vi c t o r i a . b u c y ATR 2/03/2022 7 ® PLAN AND PROFILE SYCAMORE HEIGHTS PUBLIC STORM DRAIN PLAN DATE SHEET DRAWING NO. DESIGNED BY: DRAWN BY: ATR CHECKED BY: MSR 17782 17th St, Suite 200 Tustin CA 92780-1947 Phone: 714.665.4500 FILE NO.DATE 62159 CITY APPROVED RCE NO. ENG 2018-00049 BENCHMARK NGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NW COR OF FOOTHILL BLVD / GROVE AVE IN MIDDLE OF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX, 0.4 FT WEST OF END OF CURB RETURN. ELEV = 1291.431 (06-01-1970)FETA T S O IC A ILAC F LIV INRO No.C-62159 RP ETSIG RE KRAM DER S FO NO EOKSO S U R L A REEN I G N ISSE RCE NO. 67514 ROW 2020-00076 2526-D *DRAWING REVISED BY: ROBERT R. OTTE R.C.E. 44120 PREPARED UNDER THE SUPERVISION OF: ONLY1* CONSTRUCTION NOTES STORM DRAIN DETAILS LEGEND GRADING DETAIL SCALE: 1"=10' 6 RECORD DRAWING This drawing has been revised to show those changes during the construction process reported by the contractor to Kimley-Horn and Associates, Inc. and considered to be significant. This drawing is not guaranteed to be “As Built” but is based on the information made available. Date: 06/10/25 By: KIMLEY-HORN ASSOCIATES A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DIAL BEFORE YOU DIG TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG CITY OF RANCHO CUCAMONGA RECOMMENDED OF NO.DESCRIPTION OF REVISION DATE REVISONS APPROVED BY: CITY ENGINEER Dr a w i n g N a m e : K: \ R I V _ L D E V \ 1 9 5 3 1 1 0 1 4 - l e n n a r - s y c a m o r e h e i g h t s \ C A D \ p l a n s h e e t s \ S D \ O F F S I T E \ EC - D T - 0 0 3 - P S F O 0 0 0 2 - D E T A I L S . d w g La s t O p e n e d : A p r 1 7 , 2 0 2 5 - 1 1 : 4 3 a m b y : vi c t o r i a . b u c y ATR 2/03/2022 7 ® PLAN AND PROFILE SYCAMORE HEIGHTS PUBLIC STORM DRAIN PLAN DATE SHEET DRAWING NO. DESIGNED BY: DRAWN BY: ATR CHECKED BY: MSR 17782 17th St, Suite 200 Tustin CA 92780-1947 Phone: 714.665.4500 FILE NO.DATE 62159CITY APPROVED RCE NO. ENG 2018-00049 BENCHMARK NGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NW COR OF FOOTHILL BLVD / GROVE AVE IN MIDDLE OF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX, 0.4 FT WEST OF END OF CURB RETURN. ELEV = 1291.431 (06-01-1970)FETAT S O IC A ILAC F LIV INRO No.C-62159 RP ETSIG RE KRAM DER S FO NO EOKSO S U R LA REEN I G N ISSE RCE NO. 67514 ROW 2020-00076 2526-D *DRAWING REVISED BY: ROBERT R. OTTE R.C.E. 44120 PREPARED UNDER THE SUPERVISION OF: ONLY1* 7 STORM DRAIN DETAILS INLET RISER BASE NOT TO SCALERECORD DRAWING This drawing has been revised to show those changes during the construction process reported by the contractor to Kimley-Horn and Associates, Inc. and considered to be significant. This drawing is not guaranteed to be “As Built” but is based on the information made available. Date: 06/10/25 By: KIMLEY-HORN ASSOCIATES