Loading...
HomeMy WebLinkAbout2300GENERAL 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 - current edition. including its annual supplements & 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. J. 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 Engineering Services Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right -of -way. 5. All grade stakes shall be set by the Contractor or Engineer. Paving stokes 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- Valve, 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 (prior to final plan approval). 11. When improvements are to be placed on native soils which consists of a rocky material, the sub -grade shall be prepared by removing all rocks which protrude above the sub -grode 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 sterilont 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 are only for the convenience of the contractor. 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 Numbers 401 -A and 401 -B shall be constructed at each intersection. 15. City approval of plans does not relieve the contractor from responsibility for the correction of errors and omissions discovered during construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 15. Work site and exterior streets shall be kept in a neat, clean and hazard free, orcerly state, throughout construction. Site shall be cleaned upon request of the inspector. 17. Contact UNDERGROUND ALERT 1- 800- 422 -4133 and all Utility Companies as required, 2 working days prior to excavation. 18. The final surfuce layer of asphaltic concrete roadway pavement shall not be placed until all utilities and utility laterals within the roadway have been installed, including all on -site grading has been completed, and oil unacceptable parkway and roadway improvements are removed and replaced to the satisfaction of the City Engineer. EXISTING SURVEY MONUMENTATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE ARE DESCRIBED AS FOLLOWS: Efl PUNCH MARK ON SEWER NHOLE RIM AND L &T TIE PER CITY TB 241188 DATED _ ?EX70f6130Z GE RDO . R 50392, 2013 STREET & STORM DRAIN IMPR 0 VEMENT PLANS FOR TRACT NO. 18032 CITY OF RANCHO CUCAMONGA UTILITY CONTACT- CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION: VERIZON: (909) 469 -6340 NOTE: SOUTHERN CALIFORNIA EDISON: (909) 357 -6231 TOP OF CURB PERMITS FROM CALTRANS ARE REQUIRED PRIOR TO STAKING WORK. 7951 REDWOOD FONTANA, CALIFORNIA 92336 F. L. ANY REDESIGN REQUIRED OBTAINING THE PERMITS SHALL BE RESOLVED --'100— PROP. CONTOUR AND APPROVED BY THE CITY ENGINEER PRIOR TO STARTING WOK. CUCAMONGA VALLEY WATER DISTRICT: (909) 987 -2591 PROPERTY LINE G.B. 1440 ASHFORD STREET —'/�— ---/ Location of Benchmark RANCHO CUCAMONGA, CALIFORNIA 91730 FINISH GRADE SET 2" BRASS DISK IN CONCRETE CURB STAMPED -CITY OF RANCHO CUCAMONGA BM 10103 1987° CHARTER COMMUNICATIONS. (909) 880 -0220 AT SOUTHEAST CORNER OF HERMOSA AVENUE & WILSON AVENUE, AT END OF CURB RETURN. / 'S✓ SUBDRAIN F.S. 4240 N. HALLMARK PARKWAY _ — _ _ THE BENCHMARK ID NUMBER IS 10103, AT SAN BERNARDINO, CA 92407 INVERT OF DRAIN ELEVATION 1781.647 DATUM: NGVD 29, 1987 PILASTER W/ RIVER ROCK VENEER P. PAD ELEVATION ADELPHIA COMMMUNICATIONS. (909) 481 -1115 F.F. Underground Service Alert 1205 DUPONT STREET ONTARIO, CA 91762 TUBULAR METAL FENCE • • Call: TOLL FREE SOUTHERN CALIFORNIA GAS COMPANY. (g09) 335 -7583 20 ft. o.c. �� o • P.O. BOX 3003 1 -800 REDLANDS, CA 92373 BEGIN VERTICAL CURVE METROPOLITAN WATER DISTRICT: (213) 593 -7474 ( I� //�� //�� c 227 -2600 700 N. MORENO AVE. E.V.C. END VERTICAL CURVE LA VERNE, CA 91750 W.I. PEDESTRIAN GATE LOCATION P. I. RECORDS: TWO WORKING DAYS BEFORE YOU DIG THE SOUTH 112 OF THE NORTHEAST 114 OF "CAUTION ": THE SOUTHWEST 114 OF SECTION 29, TOWNSHIP Remember that the USA center notifies only those utilities belonging to 1 NORTH, RANGE 6 WEST, SAN BERNARDINO the center. There could be other utilities present at the work site. The center will BASE AND MERIDIAN, IN THE COUNTY OF SAN inform you of whom they will notify. BERNARDINO, STATE OF CALIFORNIA INDEX MAP N. T. S. NOTICE TO CONTRACTOR: 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. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A jEARCH 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 ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. SOILS ENGINEER: Petra Geotechnical Engineers, Inc. 3190 Airport Loop, Suite J -1 Costa Mesa, California 92626 Phone: 714- 549 -8921 Fax: 714 -549 -1438 Cell: 714 - 920 -9266 STREET TREE LEGEND: VICINITY MAP NOT TO SCALE INDEX SHEETS D E S C R I P T I O N SHEET# TITLE SHEET 1 STREET SECTIONS 2 STREET IMP. PLAN & PROFILE, "A" ST & "B" ST. 3 STREET IMP PLAN - SADDLE TREE PL. & DAY CREEK BLVD. 4 STORM DRAIN IMP. PLAN & PROFILE 5 LEGEND OF ABBREVIATIONS & SYMBOLS T.C. TOP OF CURB x--(100)_ EXIST. CONTOUR F. L. FLOWLINE ELEV. --'100— PROP. CONTOUR WILSON AVENGE TOP OF GRATE PROPERTY LINE G.B. GRADE BREAK —'/�— ---/ DAYLIGHT LINE F. G. FINISH GRADE 2% SHEET FLOW RATE R. G. ROUGH GRADE / 'S✓ SUBDRAIN F.S. FINISH SURFACE _ — _ _ AREA DRAIN INV. INVERT OF DRAIN ® PILASTER W/ RIVER ROCK VENEER P. PAD ELEVATION Dancer Flowering Pear SPLIT FACE BLOCK WALL F.F. FINISH FLOOR ELEV 11 TUBULAR METAL FENCE < GARAGE FINISH FLOOR IBANYAN 20 ft. o.c. 15 -gal. 23 W.I. HORSE GATE AVENUE BEGIN VERTICAL CURVE a' E.V.C. END VERTICAL CURVE 3­1 W.I. PEDESTRIAN GATE LOCATION P. I. POINT OF INTERSECTION VINTAGE EDGE OF PAVEMENT PROPERTY GATE T. W. TOP OF WALL ELEV TOP OF SLOPE oa�vE TOP OF FOOTING ELEV IIII ll TOE OF SLOPE D. F. DEEPENED FOOTING FIRE HYDRANT L. LENGTH CS— STREET LIGHT DWY. DRIVEWAY SOUND OR SCREEN WALL N.T.S. NOT TO SCALE STATE NNE 210 FREEWAY DEEPENED FOOTING P.U.E. PUBLIC UTILITY EASEMENT VICINITY MAP WATER METER CATCH BASIN & LOCAL DEPRESSION - NOT TO SCALE - DEPTH OF REQ'D OVER EXCAVATION / C / CUT /FILL LINE VICINITY MAP NOT TO SCALE INDEX SHEETS D E S C R I P T I O N SHEET# TITLE SHEET 1 STREET SECTIONS 2 STREET IMP. PLAN & PROFILE, "A" ST & "B" ST. 3 STREET IMP PLAN - SADDLE TREE PL. & DAY CREEK BLVD. 4 STORM DRAIN IMP. PLAN & PROFILE 5 CONSTRUCTION NOTES FOR STREET TREES: 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH STANDARD PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. PREPARED FOR: Meri Cage Homes. Inc. 1250 CORONA COURT, SUITE 210 CORONA, CA 92879 (951) 547 -8300 C5"02 ;JV�� N0. 50392 E.P. 6/30/13 s� cmi. vT cIvtL a♦�"C FOF CALL FC OINDICATES NEW A.C. PAVEMENT OVER CRUSHED AGGREGATE BASE DINDICATES P.C.C. CONCRETE SIDEWALK GRIND 0.15' AND CONSTRUCT A.C. OVERLAY 5EE SHEET zt S FOR REVIS401li TR 157041 Row 2013•owng CALTRANS ENCROACHMENT PERMIT NO. 08- 10- 6=0809 PROVIDED SPACE FOR STREET LIGHTS TO BE OUT OF BIOSWALES q•P:'" ` , ZLND E T N BIOSFEETS IN OTHER LOCATIONS TO KEEP SAME 08130111 ✓ - ITY DESCRIPTION OF REVISION DATE APP'D CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN TRACT N0. 18032 4 Row2011- TITLE SHEET DATE. • _ ////.✓ o a- APPROVED BY. . CITY ENGINEER RCE NO. 53672 n 4. A 4 In A I DESIGN NMI I R V I N &ASSOCIATES R V N E I N C RB /RD PLANNING ENGINEERING • SURVEYING Three Hughes • Irvine, CA 9]618 • M:(949)5831010 • M (949) 583 -0]59 RD R.C.E. No. 50392 1 Of S CHECKED ERA D. WEREZ Exp. 06/30/13 DRAWING No. JCL DATE f-�t "77 FILE NO. C..,. - , --;- -\ T.- ,F 1Rn Z')\ Iv,-, ., C♦•rao♦•\ choofn1 rl uin r-LUI IEU DI. IUC.IICI Ur IE_. JUp- IL, � v I I rnvr r_. v 1. 1 1 1 ­1 1 . \.-__- V-11 y1 11 1 ,..7 V..... -. . - - - - 1....r___. _ - _ 1_.. - - -- J 0 Z a ti �w W 0 CIL Zi z� mW V) I N `O o 3� LEGEND OF ABBREVIATIONS & SYMBOLS T.C. TOP OF CURB x--(100)_ EXIST. CONTOUR F. L. FLOWLINE ELEV. --'100— PROP. CONTOUR T. G. TOP OF GRATE PROPERTY LINE G.B. GRADE BREAK —'/�— ---/ DAYLIGHT LINE F. G. FINISH GRADE 2% SHEET FLOW RATE R. G. ROUGH GRADE / 'S✓ SUBDRAIN F.S. FINISH SURFACE _ — _ _ AREA DRAIN INV. INVERT OF DRAIN ® PILASTER W/ RIVER ROCK VENEER P. PAD ELEVATION Dancer Flowering Pear SPLIT FACE BLOCK WALL F.F. FINISH FLOOR ELEV 11 TUBULAR METAL FENCE G. F. F. GARAGE FINISH FLOOR 3 ft. 20 ft. o.c. 15 -gal. 23 W.I. HORSE GATE B.V.C. BEGIN VERTICAL CURVE 3 RAIL VINYL HORSE GATE E.V.C. END VERTICAL CURVE W.I. PEDESTRIAN GATE LOCATION P. I. POINT OF INTERSECTION E.P. EDGE OF PAVEMENT PROPERTY GATE T. W. TOP OF WALL ELEV TOP OF SLOPE T. F. TOP OF FOOTING ELEV IIII ll TOE OF SLOPE D. F. DEEPENED FOOTING FIRE HYDRANT L. LENGTH CS— STREET LIGHT DWY. DRIVEWAY SOUND OR SCREEN WALL N.T.S. NOT TO SCALE DEEPENED FOOTING P.U.E. PUBLIC UTILITY EASEMENT WATER METER CATCH BASIN & LOCAL DEPRESSION DEPTH OF REQ'D OVER EXCAVATION / C / CUT /FILL LINE ^F_ GRADED SWALE CENTERLINE SWALE HIGH POINT FLOWL/NE STREET TREE SEE LEGEND BELOW CONSTRUCTION NOTES FOR STREET TREES: 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH STANDARD PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. PREPARED FOR: Meri Cage Homes. Inc. 1250 CORONA COURT, SUITE 210 CORONA, CA 92879 (951) 547 -8300 C5"02 ;JV�� N0. 50392 E.P. 6/30/13 s� cmi. vT cIvtL a♦�"C FOF CALL FC OINDICATES NEW A.C. PAVEMENT OVER CRUSHED AGGREGATE BASE DINDICATES P.C.C. CONCRETE SIDEWALK GRIND 0.15' AND CONSTRUCT A.C. OVERLAY 5EE SHEET zt S FOR REVIS401li TR 157041 Row 2013•owng CALTRANS ENCROACHMENT PERMIT NO. 08- 10- 6=0809 PROVIDED SPACE FOR STREET LIGHTS TO BE OUT OF BIOSWALES q•P:'" ` , ZLND E T N BIOSFEETS IN OTHER LOCATIONS TO KEEP SAME 08130111 ✓ - ITY DESCRIPTION OF REVISION DATE APP'D CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN TRACT N0. 18032 4 Row2011- TITLE SHEET DATE. • _ ////.✓ o a- APPROVED BY. . CITY ENGINEER RCE NO. 53672 n 4. A 4 In A I DESIGN NMI I R V I N &ASSOCIATES R V N E I N C RB /RD PLANNING ENGINEERING • SURVEYING Three Hughes • Irvine, CA 9]618 • M:(949)5831010 • M (949) 583 -0]59 RD R.C.E. No. 50392 1 Of S CHECKED ERA D. WEREZ Exp. 06/30/13 DRAWING No. JCL DATE f-�t "77 FILE NO. C..,. - , --;- -\ T.- ,F 1Rn Z')\ Iv,-, ., C♦•rao♦•\ choofn1 rl uin r-LUI IEU DI. IUC.IICI Ur IE_. JUp- IL, � v I I rnvr r_. v 1. 1 1 1 ­1 1 . \.-__- V-11 y1 11 1 ,..7 V..... -. . - - - - 1....r___. _ - _ 1_.. - - -- J 0 Z a ti �w W 0 CIL Zi z� mW V) I N `O o 3� GIn. Street Name Botanical Name Common Name Space Spacing Size Qty. Saddle Tree Drive Pedocarpus henkelii Long -leaf Yellow Wood 3 ft. 20 ft. o.c. 15 -gal. 13 Day Creek per Day Creek See LMD Plans Master Plan QUARRY COURT Pyrus betuloefolia 'Paradise' Dancer Flowering Pear 3 ft. 20 ft. o.c. 15 -gal. 11 DRIFTWOOD PLACE Liquidombor Styraciflua American Sweet Gum 3 ft. 20 ft. o.c. 15 -gal. 23 CONSTRUCTION NOTES FOR STREET TREES: 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH STANDARD PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. PREPARED FOR: Meri Cage Homes. Inc. 1250 CORONA COURT, SUITE 210 CORONA, CA 92879 (951) 547 -8300 C5"02 ;JV�� N0. 50392 E.P. 6/30/13 s� cmi. vT cIvtL a♦�"C FOF CALL FC OINDICATES NEW A.C. PAVEMENT OVER CRUSHED AGGREGATE BASE DINDICATES P.C.C. CONCRETE SIDEWALK GRIND 0.15' AND CONSTRUCT A.C. OVERLAY 5EE SHEET zt S FOR REVIS401li TR 157041 Row 2013•owng CALTRANS ENCROACHMENT PERMIT NO. 08- 10- 6=0809 PROVIDED SPACE FOR STREET LIGHTS TO BE OUT OF BIOSWALES q•P:'" ` , ZLND E T N BIOSFEETS IN OTHER LOCATIONS TO KEEP SAME 08130111 ✓ - ITY DESCRIPTION OF REVISION DATE APP'D CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN TRACT N0. 18032 4 Row2011- TITLE SHEET DATE. • _ ////.✓ o a- APPROVED BY. . CITY ENGINEER RCE NO. 53672 n 4. A 4 In A I DESIGN NMI I R V I N &ASSOCIATES R V N E I N C RB /RD PLANNING ENGINEERING • SURVEYING Three Hughes • Irvine, CA 9]618 • M:(949)5831010 • M (949) 583 -0]59 RD R.C.E. No. 50392 1 Of S CHECKED ERA D. WEREZ Exp. 06/30/13 DRAWING No. JCL DATE f-�t "77 FILE NO. C..,. - , --;- -\ T.- ,F 1Rn Z')\ Iv,-, ., C♦•rao♦•\ choofn1 rl uin r-LUI IEU DI. IUC.IICI Ur IE_. JUp- IL, � v I I rnvr r_. v 1. 1 1 1 ­1 1 . \.-__- V-11 y1 11 1 ,..7 V..... -. . - - - - 1....r___. _ - _ 1_.. - - -- J 0 Z a ti �w W 0 CIL Zi z� mW V) I N `O o 3� 5' f6lY AI IMW o C" Arro •' /3 PFFr a KILL ROREO COMP eT ox -CURB & UUl2K R.rs 12' 2' J.S• i, y... Z70 nW DWPA.4MD GRA5= AAD Olin& &X Hl9V7Mw nw7�;s w /cow /� flNF Ipl19GAJIaI iit S4W/ PFAr LA VER d near tMYR !AVER RM ST 6EMM 3/8 AND 1 -1/Y' TO X57 COYHEIlFA'r 50A CaCYROVs --- _tim -woV P&MRa -ux GYOIEW FK7ER MOW r PAR MY r B avO IMAL 90— SN" I NO-SWILE SEC" � RMR TO "M P[AWFOR 7RFE LOCA77M -- aowuvF -- - - - - -- -• -------- - - - -y- ---- - - - -Y_ CONSTRUCT MIN. r AC OVER MIN. 4° AGGREGATE BASE (SEE GENERAL NOTES 9 AND 10) 2' 1.5 1' WENRLK S. F. 5' ANX IFD TfIM' QBISX awnAW nAea ,uro A~ DDnH GMM AND 00 Y13W' IIIPARIW I PuArrwGS w/ tow\ v% 5' f6lY AI IMW o C" Arro •' /3 PFFr a KILL ROREO COMP eT ox -CURB & UUl2K R.rs 12' 2' J.S• i, y... Z70 nW DWPA.4MD GRA5= AAD Olin& &X Hl9V7Mw nw7�;s w /cow /� flNF Ipl19GAJIaI iit S4W/ PFAr LA VER d near tMYR !AVER RM ST 6EMM 3/8 AND 1 -1/Y' TO X57 COYHEIlFA'r 50A CaCYROVs --- _tim -woV P&MRa -ux GYOIEW FK7ER MOW r PAR MY r B avO IMAL 90— SN" I NO-SWILE SEC" � RMR TO "M P[AWFOR 7RFE LOCA77M S7RFd7 12' !OT 7' PARKr1 4. CONSTRUCT MIN. r AC OVER MIN. 4° AGGREGATE BASE (SEE GENERAL NOTES 9 AND 10) 2' 1.5 1' WENRLK S. F. 5' ANX IFD TfIM' QBISX awnAW nAea ,uro A~ DDnH GMM AND 00 Y13W' IIIPARIW I PuArrwGS w/ tow\ v% a , ----I --- CURB 3.5" 0 HOLE CORE - DRILLED IN CURB SET INVERT OF PIPE 112- ABOVE FL. GUTTER II l " MESN BLANKET V1.4 X W1.4 W.W.F. SECTION 2 -3" A.B.S. S =0.02 MIN. 3.5° 0 HOLE CORE DRILLED IN CURB SET INVERT OF PIPE AT FL. OF GUTTER CURS cvers � h4 ~A✓C.�� CPO 7YP ?7X39 y vricirr Bex & rYAP d 7u r ?.3 OUTLET PLAN .?4 INLET' PLAN ® BIO SWALE CURB OUTLET /INLET DETAIL R/W 25' 7' F/L 2% SIDEWALK C &G 2 -3° A.B.S. i n STREET CONSTRUCTION NOTES: QUANTITY ESTIMATE: CONSTRUCT MIN. r AC OVER MIN. 4° AGGREGATE BASE (SEE GENERAL NOTES 9 AND 10) 24,642 S. F. SUBJECT TO GENERAL NOTES NOS. 9 & 10. CONSTRUCT P.C.C. CURB & GUTTER PER CITY STD. PLAN 104, A2 -6 1,107 L.F. 3a -- INSTALL REFLECTANT HYDRANT MARKERS PER CITY STD. PLAN 134 4 E.A. a— CONSTRUCT DRIVE APPROACH & SIDEWALK PER CITY STD. PLAN 101 TYPE R -1 3,549 S.F. 5 COLD PLANE 0.15' DEPTH & CONSTRUCT 0.15° AC OVERLAY 1,069 S. F. /NIRf1 At (;fTTTER i S =0.02 MIN. ® SPECIAL NOTE: ALL BIO -SWALE ENHANCED PARKWAY AND ALL LANDSCAPING IMPROVEMENTS ARE TO BE PRIVATELY MAINTAINED (NOT BY THE CITY). SADDLE TREE PLACE NOT TO SCALE REMOVE EXISTING AC & REPLACE PAVEMENT 3' MIN. 0 y.2o. 0.5' R/W QUARRY COURT WEST OF SADDLE TREE PLACE (FOR REFER_ ENCE ONLY) BIO -SWALE ENHANCED PARKWAY PER NOT TO SCALE ® DETAILS HEREON, LOCATION PER PLAN. Underground Service Alert Ainima., Cali: TOLL FREE PAVEMENT LEGEND OINDICATES NEW A.C. PAVEMENT OVER CRUSHED AGGREGATE BASE D INDICATES P.C.C. CONCRETE SIDEWALK EXISTING AC PAVEMENT GRIND 0.15' AND CONSTRUCT A.C. OVERLAY 40 20 0 40 120 GRAPHIC SCALE 1 " =40' 1-800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION ": Remember that the USA Center notifies only those utilities belonging to the center. There could be other uC',ties nr =-ens at the work site. The center will inform you of whom they well notify. BENCH MARK SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10103 1987" AT SOUTHEAST CORNER OF HERMOSA AVENUE & WILSON AVENUE, AT END OF CURB RETURN. ELEV.= 1781.647 STORM DRAIN CONSTRUCTION NOTES: 10 INST. 24 " R.C.P. (SEE PROFILE FOR D -LOAD) 10 INST. 30° R.C.P. (SEE PROFILE FOR D -LOAD) 10 CONST. MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 318 10 CONST. MONOLITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 308 10 CONST. CONCRETE PIPE CONNECTION WITH CONCRETE LINED TRAPEZOIDAL CHANNEL PER SBCFCD STD. PLATS NO. SP 200A. (A =76 035'12 ", B =0.63) 10 CONST. WATERLINE CROSSING PER DETAIL SHT. 5 60 L.F 179 L.F 1 EA, 2 EA. 1 EA. 1 EA. R/W 60' "/ 30' 30' ow 12' F/L 18' 18 F/L 12' 4' 8' BIO -SWALE ENHA CED PARKWAY PE 8' 4' DETAILS HEREON, OCATION PER PL . LEVEL LINE 2 QUARRY COURT AND DRIFTWOOD PLACE NOT TO SCALE T/. = 5 R VAl OF = 70 ® B10 SWALE & STREET LIGHT DETAIL NOT TO SCALE 2011 TIME: 10:42 CAL ract 1 C58602 .dwg 61 m� C xh O L n C O n O � O �t STREET CONSTRUCTION NOTES: QUANTITY ESTIMATE: CONSTRUCT MIN. r AC OVER MIN. 4° AGGREGATE BASE (SEE GENERAL NOTES 9 AND 10) 24,642 S. F. SUBJECT TO GENERAL NOTES NOS. 9 & 10. CONSTRUCT P.C.C. CURB & GUTTER PER CITY STD. PLAN 104, A2 -6 1,107 L.F. 3a -- INSTALL REFLECTANT HYDRANT MARKERS PER CITY STD. PLAN 134 4 E.A. a— CONSTRUCT DRIVE APPROACH & SIDEWALK PER CITY STD. PLAN 101 TYPE R -1 3,549 S.F. 5 COLD PLANE 0.15' DEPTH & CONSTRUCT 0.15° AC OVERLAY 1,069 S. F. 1 6 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 114 7,725 S. F. 7 CONSTRUCT ACCESS RAMP PER CITY STD. PLAN 102 1 E.A. �— CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 2 EA. 'J CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307 CASE B 2 EA. 10 INSTALL STREET LIGHT 5800 LUMENS HPSV 8' MAST ARM BY SCE; PAID FOR AND COORDINATED 5 EA. BY DEVELOPER. 11 - S. F. NOT USED 12 ADJUST SEWER MANHOLE COVER TO GRADE 1 13 ADJUST VALVE COVER TO GRADE (WATER MAIN) 2 LF ® 14 INSTALL STREET TREES PER CITY STD. PLAN NO. 501 AND LEGEND, TABLE AND NOTES ON SHEET 1; DETAILS ON 47 EA. SHT. 2, TREES AT BIO -SWALE 15 - EA. NOT USED 16 REMOVE EXISTING CONC, SIDEWALK 456 LF C2 17 INSTALL STREET NAME SIGN 64. 18 INSTALL A SIGN W53 (NOT A THROUGH STREET) 1 EA. 19 RELOCATE EXISTING STREET LIGHT 1 EA, 20 CONSTR. TYPE N -2 SIGN ON BLOCK WALL PER CITY STD. PLAN 130. 1 21 REMOVE INTERFEERING CURB AND GUTTER 132 LF 22 CONSTRUCT CURBSIDE DRAIN OUTLET - LARGE CAPACITY PER CITY STD. PLAN 107 -C 1 EA' ® 23 CONSTRUCT CURBSIDE OUTLET DRAIN PER DETAIL SHEET 2 26 EA. ® 24 CONSTRUCT REVERSE CURBSIDE INLET DRAIN SHT. 2. 26 EA. ® 25 CONSTRUCT BIO -SWALE ENHANCED PARKWAY PER DETAILS ON SHT. 2 1,197 L. F k STORM DRAIN CONSTRUCTION NOTES: 10 INST. 24 " R.C.P. (SEE PROFILE FOR D -LOAD) 10 INST. 30° R.C.P. (SEE PROFILE FOR D -LOAD) 10 CONST. MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 318 10 CONST. MONOLITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 308 10 CONST. CONCRETE PIPE CONNECTION WITH CONCRETE LINED TRAPEZOIDAL CHANNEL PER SBCFCD STD. PLATS NO. SP 200A. (A =76 035'12 ", B =0.63) 10 CONST. WATERLINE CROSSING PER DETAIL SHT. 5 60 L.F 179 L.F 1 EA, 2 EA. 1 EA. 1 EA. R/W 60' "/ 30' 30' ow 12' F/L 18' 18 F/L 12' 4' 8' BIO -SWALE ENHA CED PARKWAY PE 8' 4' DETAILS HEREON, OCATION PER PL . LEVEL LINE 2 QUARRY COURT AND DRIFTWOOD PLACE NOT TO SCALE T/. = 5 R VAl OF = 70 ® B10 SWALE & STREET LIGHT DETAIL NOT TO SCALE 2011 TIME: 10:42 CAL ract 1 C58602 .dwg 61 m� C xh O L n C O n O � O �t 1500 1500 q 1500 0 r/ J U U w �N Jo W Lf)o A /4 �A/4 © /41R= -1.15% R =1.00% OF 75.00' V.C. PIN. OF 100.001 V.C. 502.34, 10 +88.95 P,1. =149613 12 }44.3 42.96' rn ¢ii o v a n co �o P.I, = 1502.31, �'0 +88.9 16004'16" l CU 84.15' 42.35' Di V Ln Ln LO �_ n O Co N I ^ ^N� cc cp W CpN ^ LO ^ h ,5 ^ O+ A /4 �A/4 © /41R= -1.15% R =1.00% OF 75.00' V.C. PIN. OF 100.001 V.C. 502.34, 10 +88.95 P,1. =149613 12 }44.3 C W ~ ml rn ¢ii o v 75.00' V�C. O W P.I, = 1502.31, �'0 +88.9 16004'16" U iQ 84.15' 42.35' Di V Ln Ln LO �_ n O 0�7. O I ^ ^N� cc cp W tF O ^ N al 5o ^ N o N ^ O ^, co En 03 -- ^ ^, O uri O V M 00 ^ 4. 00Z ± 0) O + C W ~ ml rn ¢ii o v 75.00' V�C. 2 P.I, = 1502.31, �'0 +88.9 16004'16" U iQ 84.15' 42.35' Di _ W Ln Ln LO �_ Q) 0 5 cc O W --� ^ I ^ ^N� cc cp W 00 °p0 + ^r O O -4- O ( p O ce i- ^ O ^, co En R= 1.599 I^ 282.00' ^, O N _ + Ch06 1 ti(^W a',co 7 W,o N R =4.49% 10 �1 PTN. OF 75.00 V.C. P. L =1 02.34 10+ 8.95 v + I n LO `� op p^ 11 BIO SWALE TYP. SEE PRECISE GRADING PLAN FOR CONSTRUCTION TRACT 14522 EXIST. STREET IMPROVEMENT PLANS (DWG. NO. 1814 - SHEET 4 OF 6) SADDLE TREE PLACE 1 1 + 06.02 !' 7503. TC o 1 O V L 10 +63.47 ^ m ` /9 i ECR I also ?3r F� J � , -, 0 10 +02.17 QUARRY S R CL N -10+18.27 SADDLE TREE ' PL w �C) 10 00 A -- - - ct U' °Qr BEARING /DELTA RADIUS z �..r 2 0 16004'16" U iQ 84.15' 42.35' Di 14 020'18" 300.00' 75.08' 37.73' O 86 009'59" CL 6767' +o (Z 1 14 006'35" + o uJ 37.13' O of + 2700' 42.96' ± ^ TRACT 14522 Cn 282.00' CURVE DATA EXIST. STORM DRAIN PLAN (DWG. NO. 18140 - SHEET 6 OF 6) 11} - QUARRY O BEARING /DELTA RADIUS LENGTH TANGENT 0 16004'16" 300.00' 84.15' 42.35' Di 14 020'18" 300.00' 75.08' 37.73' O 86 009'59" 45.00' 6767' 42.09' O 14 006'35" 300.00' 73.88' 37.13' O 91 °09'51" 2700' 42.96' 27.55' M 16-04'16" 282.00' 79.10' Q 6 W � N N + PIN. OF 100.00' V.C. P.I. =1496.13, 12 +44.31 R� STA 13 +41.80 16' DRIVE APPF 18 I , m 12 17 ,H - � c .O x� R =0.719 0. C. 43.59' 98.13' TANG. j COURT Lo )Crap n 12 1 47 ( 30,0 ( V.C. a rW^ Pd.= 197.J2 ) ( P.1. =1 N f.96.82 ci N co Cp 431 o^ Iq 13 4 o �O �t �` a u6 W O,^ N �Q0 W1 � URB STAMPED "CITY OF RANCHO r 16 012'09° 318.00' 1 89.93' Ch06 1 00 T SOUTHEAST CORNER OF rn O o ENUE, AT END OF CURB o + ELEV 1781.647 `RETURN. N C6 (f)� ai R =0.54% 1 100.00' V.C. -12 CIO -m p +� I. =1496.10, 'ROPOSEC TO 0 18' LEFT OF CENTERLINE +44.3-1 N O ^ ° O �rn �cl) , c�ri a(rn +^ N� �� �( W 0�Lo +`rro + 0- +v- oo 1 + � + + �l N N I R =2.61. R� STA 13 +41.80 16' DRIVE APPF 18 I , m 12 17 ,H - � c .O x� R =0.719 0. C. 43.59' 98.13' TANG. j COURT Lo BENCH MARK n 12 1 47 ( 30,0 ( V.C. a rW^ Pd.= 197.J2 ) ( P.1. =1 N f.96.82 ci N co Cp 431 Vic', � `i Iq 13 ^0� �+ �O �t �` r'.6 N j j !� WI 42.70' ¢ O ^ c� ^ �] � �Q0 W1 � URB STAMPED "CITY OF RANCHO r 16 012'09° 318.00' R� STA 13 +41.80 16' DRIVE APPF 18 I , m 12 17 ,H - � c .O x� R =0.719 CURVE DATA SEE Wi0 00 O O PROPOSED FIS. A CENTERLINE C) d- + v- N ^ ca 43.59' 34.45' O. C. 34.4 Q TANG. P.1. =1 j COURT Lo BENCH MARK ' Ou OI gym' � I 6.78 =1 t98.22 o Wi 'It Cy I om N m W N' 3 N co Cp 431 ° 3 ^� 2 �+ 300.00' 84.84' 42.70' ¢ O ^ c� ^ U CURVE DATA SEE Wi0 00 O O PROPOSED FIS. A CENTERLINE C) d- + v- N ^ ca 43.59' 34.45' O. C. 34.4 Q TANG. P.1. =1 j COURT 102.00' CURVE DATA SEE Wi0 00 O O PROPOSED FIS. A CENTERLINE C) d- + v- N ^ ca R =1.647 13 HEREON 1_14 ±00.00 E Cf82.44 STA 13 +7, 16' DRIVE CC 4 B. . 5 13+01.20 E.C. STA 12 +98.2( 12+80. i3 16 DRIVE 4 \ CURVE DATA 43.59' 34.45' O. C. 34.4 VC, 99:73 TANG. P.1. =1 j __-_ 102.00' BENCH MARK ' Ou 13+ P.1. 6.78 =1 t98.22 o Wi ro LO 00 N N co Cp 431 Wit' of Wi O Ow 16 012'09" 300.00' 84.84' 42.70' O 16 012'09" 282.00' SET BRASS DISK IN CONC. URB STAMPED "CITY OF RANCHO r 16 012'09° 318.00' 1 89.93' 1 45.27' R =1.647 13 HEREON 1_14 ±00.00 E Cf82.44 STA 13 +7, 16' DRIVE CC 4 B. . 5 13+01.20 E.C. STA 12 +98.2( 12+80. i3 16 DRIVE 4 \ CURVE DATA 14 1 PROFILE SCALES 15 HORIZ: 1"= 40' VERT.: 1"= 8' O U 0 a a Q Q)ld O BEARING /DELTA RADIUS LENGTH TANGENT j 19 033'50" 102.00' BENCH MARK ' Ou 96 05636° 58.00' 98.13' 65.49' Ov 19 020'55" 102.00' 34.45' 17.39' Ow 16 012'09" 300.00' 84.84' 42.70' O 16 012'09" 282.00' SET BRASS DISK IN CONC. URB STAMPED "CITY OF RANCHO r 16 012'09° 318.00' 1 89.93' 1 45.27' CUCAYONGA BM 10103 1987" T SOUTHEAST CORNER OF FUTURE CURB HERM SA AVENUE & WILSON A ENUE, AT END OF CURB o ELEV 1781.647 `RETURN. C6 (f)� ai 1 U CIO Uri p +� E _- 'ROPOSEC TO 0 18' LEFT OF CENTERLINE N O ^ ° O o +^ N� ^ W O__..._..... ... Q, ____....... R =2.61 oo 1 + � I R =2.61. FUTURE CENTERLINE 1500 I I (! UN o Oh o f V +� WN a a i Q) ) o vi ___..._ - o n ^ R 2,617 + 4n to t f R =2.61 # FUTURE CURB 1500 j /^ ^ O VVM ROPOSO TC ®18' RIGHT OF CENTERLINE �W ° O O O ^ ^ C) Ln + ^ ___.4_.__.____ Oao +Ln __ _ R=2.61" oN o" ^ 1 i + ,n ^ R =2.61 o I 4 { 1500_.. ; , c i � 14 1 PROFILE SCALES 15 HORIZ: 1"= 40' VERT.: 1"= 8' O U 0 a a Q Q)ld O BEARING /DELTA RADIUS LENGTH TANGENT O 19 033'50" 102.00' 34.83' 17.59' Ou 96 05636° 58.00' 98.13' 65.49' Ov 19 020'55" 102.00' 34.45' 17.39' Ow 16 012'09" 300.00' 84.84' 42.70' O 16 012'09" 282.00' 79.75' 40.14' r 16 012'09° 318.00' 1 89.93' 1 45.27' O BEARING /DELTA RADIUS LENGTH TANGENT O 14 020'18" 318.00' 79.58' 40.00' Qo 86 009'59" 27.00' 40.60' 25.25' O 14 006'35" 318.00' 78.31' 39.35' © 48 "31 '34" 10.00' 1 8.47' 1 4.51' O 16004'16" 318.00' 89.20' 44.89' (D 1 00 °09'29" 282.00' 1 0.78' 1 0.39' MD 0 x w PAVEMENT LEGEND O INDICATES NEW A.C. PAVEMENT OVER CRUSHED AGGREGATE BASE u? 0 O INDICATES P.C.C. CONCRETE SIDEWALK N + N OGRIND 0.15' AND CONSTRUCT A.C. OVERLAY 40 20 0 40 16 17 18 ® SPECIAL NOTE ALL BIO -SWALE ENHANCED PARKWAY NOTE ALL WALLS PER SEPERATE PLAN AND PERMIT `\ \\ AND ALL LANDSCAPING IMPROVEMENTS ARE TO BE ` BIO SWALE TYP. \ \ PRIVATELY MAINTAINED (NOT BY THE CITY). _ _ . , ' STREET CONSTRUCTION NOTES: \ \ NO A3 CONSTRUCT MIN. 3" AC OVER MIN. 4" AGGREGATE BASE. (SEE GENERAL NOTES 9 AND 10) 56P�� 3 SUBJECT TO GENERAL NOTES NOS. 9 & 10. Q 4 \ \ &2 CONSTRUCT P.C.C. CURB & GUTTER PER CITY STD. PLAN 104, A2 -6 \ \\ m a3 - INSTALL REFLECTANT HYDRANT MARKERS PER CITY STD. PLAN 134 CL Q � \` o U a4 CONSTRUCT DRIVE APPROACH & SIDEWALK PER CITY STD. PLAN 101 TYPE R -1 o < o \ m 5 COLD PLANE 0.15' DEPTH &CONSTRUCT 0.15" AC OVERLAY ° + v o ` 6 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 114 7 CONSTRUCT ACCESS RAMP PER CITY STD. PLAN 102 8a CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 12 \ 99 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307 CASE B \ 10 INSTALL STREET LIGHT 5800 LUMENS HPSV 8' MAST ARM BY SCE; PAID FOR AND COORDINATED 1 -o BY DEVELOPER. 11 NBi5E8 REMOVE WALF, 3Q m 1! 12 NOT USED 0 ®3 NOT USED 14 INSTALL STREET TREES PER CITY STD. PLAN NO. 501 AND LEGEND, TABLE AND NOTES ON SHEET 1; D DETAILS ON SHEET 2, TREES AT BIO- SWALE. _ 15 NOT USED 11 + 16 NOT USED \ cn 1 17 INSTALL STREET NAME SIGN 4 m 0 ¢o 1 TYP. _ ° 18 INSTALL A SIGN W53 (NOT A THROUGH STREET) L � o o \ 19 RELOCATE EXISTING STREET LIGHT +° V w + 11 Q- ` A\ D CL \ \ 20 CONSTR. TYPE N -2 SIGN ON BLOCK WALL PER CITY STD. PLAN 130. W ^ ¢ ` \ ® 23 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PLAN 107 -A AND DETAILS ON SHT 2 Cr) SE ° 10 �' \ o \\ `\ ® 24 CONSTRUCT REVERSE CURBSIDE DRAIN OUTLET MODIFIED PER CITY STD. PLAN 107 -A & DETAIL \ \ ON SHT 2 \ \ ®25 CONSTRUCT 810 -SWALE ENHANCED PARKWAY PER DETAILS ON SHT. 2 \ \ 3 REM ®Y ® WA++•i, E 9TtN0E0 A-C. fAYEME , SrOE�I , CURE f (no ER MR � " QgQFEBS/® CALTRANS ENCROACHMENT PERMIT N0. 08 -10 -6 -0809 LA Ci/ O �. PROVIDE A LI H T l WAL A�� A\ AND EXTEND I BIR FEET, IN OTHER LOCATIONS 70 KEEP SAME 08130111 ESg1O �� Z -ENA' O Nr n,% fi'i m NO. DESCRIPTION OF REVISION DATE I TV 5' 21' - -�) 5' * APP'D 4 14 ^NIA oF.A CITY OF RANCHO CUCAMONGA +. +.. PLAN AND PROFILE 0 TR 18032 ° z QUARRY COURT & DRIFTWOOD PLACE E- Row2o 1 > - STA. 9 +54.99 TO STA. 17 +40.15 LLI hk tK APPROVED BY DATE y //5O /r �C� v rn 9) �� CITY ENGINEER R.C.E. No. 53672 zi N v I� DESIGN REDO, tt�FR1DED 2 RB�RD © I R V I ER &ASSOCIATES W � R V I N F 1 N C LOCALDEPRESSION DETAIL DRAWN PLANNING eNClNeeu(NC - SURVEYING SHEET 1 R D Three Hughes Irvine, CA 92618 PH: (949) 583 -1010 • FX: (949) 583 -0759 3 of G C.B. # 1- N.T.S CHECKED R.C.E. No. 50392 DRAWLNG o. 0 00 G AR D. REZ Exp. 06/30/13 JCL ATE o9'�'7A FILE NO. � PLOTTED BY: rochel DATE: Sep. 06, 2011 TIME: 10:44 AM F: \0650 \Engineering \Tract 18032 \ Imp- Street \sheetO3.dwg v t� 120 LOCAL DEPRESSION DETAIL GRAPHIC SCALE 1 " =40' C.B. # 2