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HomeMy WebLinkAbout2039GENERAL 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 OF AMENDMENTS, CONTRACTOR SHALL BE FAMILIAR WITH AND $HALL 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 THE 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 PUBUC 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 STABIUTY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUB�TTED TO THE CITY ENGINEER. USTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R -VALUE, SIEVE ANALYST AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRAD AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUAUTY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERIL ANT 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 THE CONVENIENCE OF THE DEVELOPER, 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 DEVELOPER FROM RE$PONSIRIUTY 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 IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING; A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 B. VERIZON 1--800-483-3000 C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2000 COMMERCIAL 216 NORTH EUCLID AVENUE, ONTARIO, CA 91762 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91730 E. METROPOLITAN WATER DISTRICT (909) 593-7474 700 NORTH MORENO AVENUE, LA VERNE, CA 91750 F. PACIFIC TELEPHONE COMPANY 1-800-248-2800 G. ADELPHIA 1-800-6266299 H. CHARTER COMMUNICATION (951) 987-6275 6680 VIEW PARK COURT, RIVERSIDE, CA 92503 EXISTING SURVEY MONUMENTATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTRIBUTED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PIANS AND ARE DESCRIBED AS FOLLOWS: THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE WINERY ESTATE MARKETPLACE PARCEL MAP NO. 16237 / DRC2003-00504 STREET IMPROVEMENT PLANS BASE LINE ROAD (SOUTH SIDE) FROM DAY CREEK BOULEVARD TO 604.05' E/O DAY CREEK BOULEVARD DAY CREEK BOULEVARD (EAST SIDE) FROM MADRIGAL DRIVE TO BASE LINE ROAD MADRIGAL DRIVE (NORTH PARKWAY) FROM DAY CREEK BOULEVARD TO 493.00' E/O DAY CREEK BOULEVARD TRAFFIC SIGNAL Ca-,) DAY CREEK BOULEVARD AND MADRIGAL DRIVE SIGNING AND STRIPING VICTORIA I PARK } a o 0 VICT ATN FOOTHILL BLVD IMF VICINITY MAP WEST NOT TO SCALE R/W 146' a 63' 47' 47' I VARIES I DISTURBED BY THIS PROJECT. MARK P. NORTH loto PFEILER R/W �L.S. 5959 DATED MARK PFE lql -ti'p 12�� o��j F pF C �i BENCH MARK CONSTRUCTION N17 1OTES FOR STREET TREES: CITY OF RANCHO CUCAMONGA B.M. NO.10051 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. VARIES AT N.E.C. OF BASELINE & SWANSON 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL 5' TO 1 1/4 MILE WEST OF ETIWANDA. 2" BRAS DISK IN BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT CATCH BASIN - DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE ELEV.-1300.686 FT CITY INSPECTOR. BASIS OF BEARINGS 3. ALL STREET TREE$ ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. THE BEARING OF NORTH 87,052" EAST FOR THE CENTERLINE OF 4• STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. MADRIGAL STREET PER TRACT NO. 16314, FILED IN MAP BOOK 293, PAGES 68 THROUGH 72 INCLUSIVE, RECORDS OF SAN� __j - BERNARDINO COUNTY WAS USED AS THE BASIS OF BEARINGS. _DT DIG AALEa v a 2 WORKING DAYS BEFORE YOU DIG CALL TOLL FREE 14W -f-29 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STREET TREE LEGEND STREET NAME BOTANICAL NAME WASHINGTONIA ROBUSTA DAY CREEK BOULEVARD BASE LINE ROAD MADRICAL DRIVE PYRUS CALLERYANA► 'ARISTOCRAT' MAGNOLIA GRANDIFLORA 'SAMUEL SOMMER' CERCIS OCCIDENTALIS COMMON NAME MIN GROW SPACE MEXICAN FAN PALM 4' NONE 4' NONE 8' WESTERN 3' REDBUD SPACING VARIES 85' 70 60' 25' O.C. STAGGERED ROWS ON ALTERNATE SIDE OF WALK 25' O.C. STAGGERED ROWS ON ALTERNATE SIDE OF WALK 30' O.C. FORMAL 20' O.C. FORMAL DAY CREEK BOULEVARD TYPICAL SECTION NO SCALE VARIES 161' TO 120' 83' VARIES 71' TO 60' PROPOSED EAST R/W I s 11' v SUGAR W a GUM ST J w O14.5' a � STREET c m EA. } a o 0 VICT ATN FOOTHILL BLVD IMF VICINITY MAP WEST NOT TO SCALE R/W 146' a 63' 47' 47' I VARIES I DISTURBED BY THIS PROJECT. MARK P. NORTH loto PFEILER R/W �L.S. 5959 DATED MARK PFE lql -ti'p 12�� o��j F pF C �i BENCH MARK CONSTRUCTION N17 1OTES FOR STREET TREES: CITY OF RANCHO CUCAMONGA B.M. NO.10051 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. VARIES AT N.E.C. OF BASELINE & SWANSON 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL 5' TO 1 1/4 MILE WEST OF ETIWANDA. 2" BRAS DISK IN BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT CATCH BASIN - DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE ELEV.-1300.686 FT CITY INSPECTOR. BASIS OF BEARINGS 3. ALL STREET TREE$ ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. THE BEARING OF NORTH 87,052" EAST FOR THE CENTERLINE OF 4• STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. MADRIGAL STREET PER TRACT NO. 16314, FILED IN MAP BOOK 293, PAGES 68 THROUGH 72 INCLUSIVE, RECORDS OF SAN� __j - BERNARDINO COUNTY WAS USED AS THE BASIS OF BEARINGS. _DT DIG AALEa v a 2 WORKING DAYS BEFORE YOU DIG CALL TOLL FREE 14W -f-29 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STREET TREE LEGEND STREET NAME BOTANICAL NAME WASHINGTONIA ROBUSTA DAY CREEK BOULEVARD BASE LINE ROAD MADRICAL DRIVE PYRUS CALLERYANA► 'ARISTOCRAT' MAGNOLIA GRANDIFLORA 'SAMUEL SOMMER' CERCIS OCCIDENTALIS COMMON NAME MIN GROW SPACE MEXICAN FAN PALM 4' NONE 4' NONE 8' WESTERN 3' REDBUD SPACING VARIES 85' 70 60' 25' O.C. STAGGERED ROWS ON ALTERNATE SIDE OF WALK 25' O.C. STAGGERED ROWS ON ALTERNATE SIDE OF WALK 30' O.C. FORMAL 20' O.C. FORMAL DAY CREEK BOULEVARD TYPICAL SECTION NO SCALE VARIES 161' TO 120' 83' VARIES 71' TO 60' PROPOSED EAST R/W I s 11' v Lj W U W O14.5' 133 CHURCH STREET } a o 0 VICT ATN FOOTHILL BLVD IMF VICINITY MAP WEST NOT TO SCALE R/W 146' a 63' 47' 47' I VARIES I DISTURBED BY THIS PROJECT. MARK P. NORTH loto PFEILER R/W �L.S. 5959 DATED MARK PFE lql -ti'p 12�� o��j F pF C �i BENCH MARK CONSTRUCTION N17 1OTES FOR STREET TREES: CITY OF RANCHO CUCAMONGA B.M. NO.10051 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. VARIES AT N.E.C. OF BASELINE & SWANSON 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL 5' TO 1 1/4 MILE WEST OF ETIWANDA. 2" BRAS DISK IN BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT CATCH BASIN - DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE ELEV.-1300.686 FT CITY INSPECTOR. BASIS OF BEARINGS 3. ALL STREET TREE$ ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. THE BEARING OF NORTH 87,052" EAST FOR THE CENTERLINE OF 4• STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. MADRIGAL STREET PER TRACT NO. 16314, FILED IN MAP BOOK 293, PAGES 68 THROUGH 72 INCLUSIVE, RECORDS OF SAN� __j - BERNARDINO COUNTY WAS USED AS THE BASIS OF BEARINGS. _DT DIG AALEa v a 2 WORKING DAYS BEFORE YOU DIG CALL TOLL FREE 14W -f-29 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STREET TREE LEGEND STREET NAME BOTANICAL NAME WASHINGTONIA ROBUSTA DAY CREEK BOULEVARD BASE LINE ROAD MADRICAL DRIVE PYRUS CALLERYANA► 'ARISTOCRAT' MAGNOLIA GRANDIFLORA 'SAMUEL SOMMER' CERCIS OCCIDENTALIS COMMON NAME MIN GROW SPACE MEXICAN FAN PALM 4' NONE 4' NONE 8' WESTERN 3' REDBUD SPACING VARIES 85' 70 60' 25' O.C. STAGGERED ROWS ON ALTERNATE SIDE OF WALK 25' O.C. STAGGERED ROWS ON ALTERNATE SIDE OF WALK 30' O.C. FORMAL 20' O.C. FORMAL DAY CREEK BOULEVARD TYPICAL SECTION NO SCALE VARIES 161' TO 120' 83' VARIES 71' TO 60' PROPOSED EAST R/W I s 11' 25' TYPICAL Q (TRANS 0' TO 11') O14.5' 12' ('3'�� MAX 10' MAX, 3,1 1 6" MIN 27. MIN. PROPOSED SOUTH R/W I VARIES 60' TO 47' I _ 47' 13' VARIES 4 40 BASE LINE ROAD TYPICAL SECTION NO SCALE SEE SHEET 6 FOR MADRIGAL DRIVE SECTION SIZE SYMBOL QUANTITY 15' MIN. B.T.H. OR MATCH 19 ESTIMATED HEIGHTS mm 15 GAL. MATCHED STDS W 20 15 GAL o 10 15 GAL 19 10' 0 77+79.19 TO 78+69.31 0' TO 11' TRANS 0 79+25.86 TO 79+86.66 11' 0 79+86.66 TO 81+01.60 INDEX TO SHEETS . I 1 TITLE SHEET, NOTES, QUANTITIES 2 BASE LINE ROAD PLAN & PROFILE 0 3 BASE LINE ROAD PLAN & PROFILE 10 4 ' DAY CREEK BOULEVARD PLAN & PROFILE 5 DAY CREEK BOULEVARD PLAN ONLY 6 MADRIGAL DRIVE PLAN ONLY 7 TRAFFIC SIGNAL TITLE 8 TRAFFIC SIGNAL PLAN 9 SIGNING & STRIPING PLAN r��7OFESS/pN DON MASUKAWA No. 21789 EXP. 9-30-05 DESCRIPTION OF REVISION STREET CONSTRUCTION NOTES QUANTITY Q PONSTRUCT TYPE -C (COMMERCIAL) DRIVEWAY PER CRC STD. PLAN 101, P.M. 16237 TITLE SHEET DRC 2003-00504 W PER PLAN. ......... . 2,040 S.F. Q COf�STRUCT ACCESS RAMP PER CRC STD. PLAN 102. .......................... 3 EA. O3 CONSTRUCT 8" CURB & GUTTER PER CRC STD. 104, TYPE A2-8. SIGNING AND STRIPING MATCH EXISTING AT JOINS. ...... ...... ...... .. .... ...... ... .... 469 L.F. ® CONSTRUCT CURVILINEAR P.C.C. SIDEWALK PER CRC STD. PLAN 114. w DESIGN PREPARED UNDER'THE SUPERVISION OF WIDTH = 10'. ............ 1.11 ....... 5,480 S.F. 1�5 CONSTRUCT "RIGHT TURN ONLY" PER CRC STD. PLAN 119. .... . ........... 2 EA. ® CONSTRUCT "BUS BAY - RIGHT TURN LANE" PER CRC STD. PLAN 119. (P.C.C.). ..... .1,950 S.F. SHEET (8' CURB ONLY). 180 L.F. 7� CONSTRUCT 5" A.C. OVER 6" C.A.B. PAVEMENT PER CRC STD. PLAN 100-A. OF 9 V) MINIMUM SECTION = EXISTING + 1' A.C. ....... 5,214 S.F. ® INSTALL STREET TREES PER LEGEND AND NOTES HEREON. .. .. N/A O9 REFER TO STREET SIGNING AND STRIPING PLAN. ............. .. ..... N/A 10 CONSTRUCT P.C.C. SIDEWALK PER CRC STD. PLAN 103. WIDTH PER PLAN. ...... 4,670 S.F. 11 CONSTRUCT 8" P.C.C. SIDEWALK WITHIN LIMITED ACCESS AREA. ...... 180 S.F. 12 CONSTRUCT LIMITED ACCESS CURB (FOR TRANSFORMER ACCESS) PER CRC STD. PLAN 105-C. ... ...... 18 L.F. 1© CONSTRUCT 8" CURB ONLY PER CRC STD. 104, TYPE Al -8. 90 L.F. 14 CONSTRUCT 8" P.C.C. CONCRETE SECTION PER CRC STD 119 (SECTION A -A) 1,485 S.F. STORM DRAIN CONSTRUCTION NOTES QUANTITY CONSTRUCT CURB OPENING CATCH BASIN PER CRC STD. PLAN 300; W=14' & 'V PER PLAN... ......... ........ .. 1 EA. 21 CONSTRUCT LOCAL DEPRESSION PER CRC STD. PLAN 307, CASE 'B' L=5', M=4', N=5'. 1 EA. INSTALL 18" R.C.P. (D-1800) STORM DRAIN PIPE. 45 L.F. INSTALL (LONGITUDAL) GRATING CATCH BASIN PER A.P.W.A. STD. PLAN 304-2 WITH 5 GRATES (L-16.55') . ........ .......... 1 EA. UTILITY CONSTRUCTION NOTES QUANTITY ® RELOCATE EXISTING 5,800 LUMEN HPSV STREET LIGHT WITH PULL BOX NO. 5. COORDINATE WITH CITY OF RANCHO CUCAMONGA POWER AGENCY OR S.C.E. 1 EA. 31 INSTALL 16,000 LUMEN HPSV STREET LIGHT WITH 8' MAST ARM AND PULL BOX NO 5. COORDINATE WITH CITY OF RANCHO CUCAMONGA POWER AGENCY OR S.C.E. 3 EA. ® RELOCATE EXISTING 16,000 LUMEN HPSV STREET LIGHT WITH PULL BOX NO 5. COORDINATE WITH CITY OF RANCHO CUCAMONGA POWER AGENCY OR S.C.E. ..... .1 EA. ADJUST TO GRADE EXISTING UTILITY BOX. 1 EA. 0 ADJUST TO GRADE TRAFFIC SIGNAL PULL BOX. 2 EA. © EX. FIRE HYDRANT TO BE RELOCATED BEHIND NEW CURB PER C.V.W.D. WATER PLAN. 1 EA. ® TRAIL LIGHT MANUFACTURED BY LUMEC (DMS50-100 MH-SG2-QTA/240-HS-LD-SLPC-RD6TX) WITH PULL BOX #1 AND 4-#8 THHN/THWN-CU-1.25" CONDUIT AND 1-#8 GROUND. REFER TO CITY DRAWING NO. 1877 -TL FOR SPECIFICS. . ...... ...... . ...... 7 EA. STREET REMOVAL OR RELOCATION NOTES QUANTITY SAW -CUT AND REMOVE EXISTING PAVEMENT (1' FROM EDGE OF GUTTER). 874 L.F. V7 REMOVE EXISTING CURB AND GUTTER. 874 L.F. ® REMOVE EXISTING CATCH BASIN, LOCAL DEPRESSION AND INTERFERING PORTION OF 18" R.C.P. STORM DRAIN PIPE. 1 JOB 44 REMOVE EXISTING A.C. DRIVEWAY. 1,077 S.F. 10' 0 77+79.19 TO 78+69.31 0' TO 11' TRANS 0 79+25.86 TO 79+86.66 11' 0 79+86.66 TO 81+01.60 INDEX TO SHEETS . I 1 TITLE SHEET, NOTES, QUANTITIES 2 BASE LINE ROAD PLAN & PROFILE 0 3 BASE LINE ROAD PLAN & PROFILE 10 4 ' DAY CREEK BOULEVARD PLAN & PROFILE 5 DAY CREEK BOULEVARD PLAN ONLY 6 MADRIGAL DRIVE PLAN ONLY 7 TRAFFIC SIGNAL TITLE 8 TRAFFIC SIGNAL PLAN 9 SIGNING & STRIPING PLAN r��7OFESS/pN DON MASUKAWA No. 21789 EXP. 9-30-05 DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA P.M. 16237 TITLE SHEET DRC 2003-00504 STREET IMPROVEMENT PLANS BASE LINE ROAD (SOUTH SIDE) DAY CREEK BOULEVARD (EAST SIDE) MADRIGAL DRIVE (NORTH PARKWAY) TRAFFIC SIGNAL AT DAY CREEK & MADRIGAL SIGNING AND STRIPING APPROVED BY DATE 7�%S L&414 CITY ENGINEER ����� RCE 24953 w DESIGN PREPARED UNDER'THE SUPERVISION OF RECOMMENDED F PFEILER $ AS90CIAT'k� FNGINEF.R9► 1NG cavi ENGIDIFiR M 4 LAND %WXYM , 660 it Diam9nd Bar 8991avar4. Ut* 1006 Diamo�0 8ar, Co 91766 G.N.H. Ir - DRAWN SHEET Ttivh9re (909) 860-5850 Fax (909) 860-3967 M.C.S. OF 9 V) CHECKED DON MASUKAWA R.C.E. 21789 DRAWING NO. D.M. I DATE - FILE NO. 6A031 0 PROJECT SHEET NO. 1 OF i i i BENCH MARK: € . TDP- 0 M Di LI B^ AT N.E.C. OF BASELINE & SWANSONTY OF RANCHO CUCAMONGA B.M. N0.10051 FF F -F FF -'-F-F F- I I 1 --FF --F- I I tA-- FFF C CAMILE WEST TCH 8 N OF ETIWANDA. Y BRAS DISK IN EX. MED T NMI Im -1 I ral. 01 0 MEIN EX -4-;P13, 0P -4T e Q O R L 1 200 - ao- M A� /W) N LINE 1 .• r. T -- wt,- PROFILE °� o 0 < I -r HORIZ 1'=20' o0 ao VERT 1 =40 f 79+ 00 - ' ; - _ _ 80+ I $1( 82+00 ------------------------- -------------------------- T ---------------- BASE LINE ROA SURFACE tTYTJ 1')14 R=7500.00 / - - ri 1 0 D 1.0 00 I TT QQppJ�'y,e '' PTIONAL ROUGME�D �G I ¢ POGRA94t ... lT1tN�1T UGnO►1 JQIbT ta W �o m +CAM ♦ °\ p kv $u. Sri FM 9 ca CIO SECTION A -A A - PLAN AM4 GR�TtN¢ }�flnliilEO 13WtfA&1 �1 • .IIA SII QQ CONSTRUCT TYPE -C (COMMERCIAL) DRIVEWAY PER CRC STD. PLAN 101, UTILITY CONSTRUCTION NOTES 'VII' PER PLAN. Q3 CONSTRUCT $" CURB &GUTTER PER CRC STD. 104, TYPE A2-8. 31 INSTALL 16,000 LUMEN HPSV STREET LIGHT NTH 8' MAST ARM AND PU N0. 5. COORDINATE WITH CITY OF RANCHO CUCAMONGA POWER AGENCY MATCH EXISTING AT JOINS. ® CONSTRUCT "BUS BAY -RIGHT TURN LANE" PER CRS STD. PLAN 119. ® INSTALL STREET TREES PER LEGEND AND NOTES ON SHEET 1. STREET REMOVAL OR RELOCATION NOTES 0 REFER TO STREET SIGNING AND STRIPING PLAN. 40 SAW -CUT AND REMOVE EXISTING PAVEMENT (1' FROM EDGE OF GUTTER; 10 CONSTRUCT P.C.C. SIDEWALK PER CRC STD. PLAN 10to ). WIDTH PER PLAN. 42 REMOVE EXISTING CURS AND GUTTER. STORM DRAIN_ CONSTRUCTION .NOTES ® REMOVE EXISTING CATCH BASIN, LOCAL DEPRESSION AND INTERFERING 20 CONSTRUCT CURB OPENING CATCH BASIN PER CRC STD. PLAN 304j PORTION OF 18 R.C.P. STORM DRAIN PIPE. 'w' & 'v' PER PLAN. CURB CURVE TAB 21 CONSTRUCT LOCAL DEPRESSION PER CRC STD. PLAN 307, CASE B L=5', M=4', N=5'. 22 INSTALL 1$" R.C.P. (0-1800) STORM DRAIN PIPE. 2© INSTALL (LONGITUDIAL) GRATING CATCH BASIN PER A,P.W.A. STD. PLAN 304-2 (SHOWN HEREON) WITH 5 GRATE$ (L=16.55') : co Q � r,: o 46'39 84.57' 30.67' 2 89"25'51 8.50' 13.27' LEGEND CF CURB FACE TC TOP OF CURB FS FINISHED SURFACE FL FLOW LINE TG TOP OF GRA TE G8 GRADE BREAK HP HIGH POINT SD STORM DRAIN BW BACK OF WALK FG FINISHED GROUND INV INVERT ELEVATION --- CENTERLINE PROPERTY LINE CONSTRUCTION NOTE ---� DIRECTION OF FLOW — 5g — PROPOSED CONTOUR -(56)-- EXISTING CONTOUR -56.10 PROPOSED ELEVA TION (56.10) EXISTING ELEVA77ON TSPS TRAFFIC SIGNAL PULL BOX SLP8 STREET LIGHT PULL BOX R RIDGE LINE R/W RIGHT OF WAY NG NATURAL GRADE O PROPOSED TREE TC TOP OF CURB 58'23'31" 8.50' 8.66' 4 3'44'51' 1425.00' 93.21' o�06 r� +R �M o o� 21 CATCH BASIN &LOCAL DEPRESSION DETAIL d 0 cV LE .ruo- 'A - 3 — 3 U PROJECT SHEET N0. OF o 0 I I 1-— ' 3 181, CP O Ev F�AI : P OEIL I 0 114F IP P 10 IO 1 0 D 1.0 00 I TT QQppJ�'y,e '' PTIONAL ROUGME�D �G I ¢ POGRA94t ... lT1tN�1T UGnO►1 JQIbT ta W �o m +CAM ♦ °\ p kv $u. Sri FM 9 ca CIO SECTION A -A A - PLAN AM4 GR�TtN¢ }�flnliilEO 13WtfA&1 �1 • .IIA SII QQ CONSTRUCT TYPE -C (COMMERCIAL) DRIVEWAY PER CRC STD. PLAN 101, UTILITY CONSTRUCTION NOTES 'VII' PER PLAN. Q3 CONSTRUCT $" CURB &GUTTER PER CRC STD. 104, TYPE A2-8. 31 INSTALL 16,000 LUMEN HPSV STREET LIGHT NTH 8' MAST ARM AND PU N0. 5. COORDINATE WITH CITY OF RANCHO CUCAMONGA POWER AGENCY MATCH EXISTING AT JOINS. ® CONSTRUCT "BUS BAY -RIGHT TURN LANE" PER CRS STD. PLAN 119. ® INSTALL STREET TREES PER LEGEND AND NOTES ON SHEET 1. STREET REMOVAL OR RELOCATION NOTES 0 REFER TO STREET SIGNING AND STRIPING PLAN. 40 SAW -CUT AND REMOVE EXISTING PAVEMENT (1' FROM EDGE OF GUTTER; 10 CONSTRUCT P.C.C. SIDEWALK PER CRC STD. PLAN 10to ). WIDTH PER PLAN. 42 REMOVE EXISTING CURS AND GUTTER. STORM DRAIN_ CONSTRUCTION .NOTES ® REMOVE EXISTING CATCH BASIN, LOCAL DEPRESSION AND INTERFERING 20 CONSTRUCT CURB OPENING CATCH BASIN PER CRC STD. PLAN 304j PORTION OF 18 R.C.P. STORM DRAIN PIPE. 'w' & 'v' PER PLAN. CURB CURVE TAB 21 CONSTRUCT LOCAL DEPRESSION PER CRC STD. PLAN 307, CASE B L=5', M=4', N=5'. 22 INSTALL 1$" R.C.P. (0-1800) STORM DRAIN PIPE. 2© INSTALL (LONGITUDIAL) GRATING CATCH BASIN PER A,P.W.A. STD. PLAN 304-2 (SHOWN HEREON) WITH 5 GRATE$ (L=16.55') : co Q � r,: o 46'39 84.57' 30.67' 2 89"25'51 8.50' 13.27' 3 58'23'31" 8.50' 8.66' 4 3'44'51' 1425.00' 93.21' o�06 r� +R �M o o� 21 CATCH BASIN &LOCAL DEPRESSION DETAIL 1 "= 10' LE V I VKt 11 VE : co Q � r,: o 46'39 84.57' 30.67' 2 89"25'51 8.50' 13.27' 3 58'23'31" 8.50' 8.66' 4 3'44'51' 1425.00' 93.21' WINERY � f ORl &AISLE FUTUR PLANTER ISLAND SITE � I I CURB I I I I �I 19" RCP PER EX. R/W J U N AMERICAN Pusuc woRxs Assocu►rroK . sourHr<xN cauFortrvw 14YTER GRATING CATCH BASIN ALLEY sem"' LONGiTUDIA! �� - 2 claw SIL iad USE WITH STMOARO SPECIFIGATIONb FflR PllBIJ6 WORKS : co Q � r,: o WINERY S}IEEt 10f 2 CONSTRtlGTIO ♦ -to � CURB r- w C&O, it � I o�06 r� +R �M o o� 21 CATCH BASIN &LOCAL DEPRESSION DETAIL 1 "= 10' .ruo- Nolf 1. ALL CuR��pp cc4NCRErt SI�1VAtEli SMALL 69 FQRi�O BY cVsvED fORMi. AMO g1iAL1. NOT 9Q SHAPED 9Y PtAiTFA1MA Y. ONE CrRATINO 1! REQUIRED UNLES;$. F -LOON Of a"I� S?L4 f It 4 EN Aj.TE LOTRO ` 4F'' SHCA LLL MAYS A NGITVDIKAL 3 MMC I j r7 V% W ANO LAj27 E rkj S OTHERWISE SHOWN OM 711E PROJECT PLANS. 4, RIb1ENllOh1.SOUTH P e • I.D 611 Ir-e•y �p g yu• REQU! REQUIREMENTS Q/THE NOTaTl,EB T SHALL Oi 9A�LE,sDTH,AHd 754ama�itt ��D BY THE y1 s THE DEPTH AT THE INVERT OF THE INLET. NOTED ON TrC PRgJI:t;T PI,.IW3, W -u 3/61 F4R ONE GRATINGf ADD 1031 ramp' -i 3/6'I FOR EAfA AQQ1Tc9[1AL. A � fH6 ANGLE. IN DEGREES. 1dTERSEPtED 8Y THE CENTER{ 1N.t; Q/ TN` CpNNEfTOR PIPE ANO TNS GATGN BASIN 11U►4t: TO MRi1GF1 THE 'CONNECTOR PIPE IS ATT,4 STRUTURAL aATV wall. AND su►II 0IMENSt4N REINFORCEMENT RE4UlREl,AENTS RfINFQIKEhat NQ. FO 1 R 4RAT0 V YIAL4i AtaD ;Zt•Api m( araib' MOT RE4iJiRED t- r-1 a. ala 250 rmntl 3.5 mlllr 2 mmllo• ACOUIREff - s11T ffi �• 1101 REQUIRED 34 E4 "i1 °1r°I 3-4 3.9 mG2' _ 254 medl aE4UlRE0 _ - 1.124-1 r3 moil -b 1. mla• NOt RE4111RED 200 - mI 200 rorela• j. mGi'4 1 > I. v I and REQ41RE0 > arlb' > IS mur 1 F50 0 FUTURE : co Q � r,: o WINERY S}IEEt 10f 2 CONSTRtlGTIO Nolf 1. ALL CuR��pp cc4NCRErt SI�1VAtEli SMALL 69 FQRi�O BY cVsvED fORMi. AMO g1iAL1. NOT 9Q SHAPED 9Y PtAiTFA1MA Y. ONE CrRATINO 1! REQUIRED UNLES;$. F -LOON Of a"I� S?L4 f It 4 EN Aj.TE LOTRO ` 4F'' SHCA LLL MAYS A NGITVDIKAL 3 MMC I j r7 V% W ANO LAj27 E rkj S OTHERWISE SHOWN OM 711E PROJECT PLANS. 4, RIb1ENllOh1.SOUTH P e • I.D 611 Ir-e•y �p g yu• REQU! REQUIREMENTS Q/THE NOTaTl,EB T SHALL Oi 9A�LE,sDTH,AHd 754ama�itt ��D BY THE y1 s THE DEPTH AT THE INVERT OF THE INLET. NOTED ON TrC PRgJI:t;T PI,.IW3, W -u 3/61 F4R ONE GRATINGf ADD 1031 ramp' -i 3/6'I FOR EAfA AQQ1Tc9[1AL. A � fH6 ANGLE. IN DEGREES. 1dTERSEPtED 8Y THE CENTER{ 1N.t; Q/ TN` CpNNEfTOR PIPE ANO TNS GATGN BASIN 11U►4t: TO MRi1GF1 THE 'CONNECTOR PIPE IS ATT,4 STRUTURAL aATV wall. AND su►II 0IMENSt4N REINFORCEMENT RE4UlREl,AENTS RfINFQIKEhat NQ. FO 1 R 4RAT0 V YIAL4i AtaD ;Zt•Api m( araib' MOT RE4iJiRED t- r-1 a. ala 250 rmntl 3.5 mlllr 2 mmllo• ACOUIREff - s11T ffi �• 1101 REQUIRED 34 E4 "i1 °1r°I 3-4 3.9 mG2' _ 254 medl aE4UlRE0 _ - 1.124-1 r3 moil -b 1. mla• NOt RE4111RED 200 - mI 200 rorela• j. mGi'4 1 > I. v I and REQ41RE0 > arlb' > IS mur 1 F50 0 FUTURE : co Q � r,: o WINERY ♦ -to � CURB r- w C&O, it � I o�06 r� +R �M o o� 21 CATCH BASIN &LOCAL DEPRESSION DETAIL 1 "= 10' GHE1L 9.TH 149 ¢. 3TFpi SN L SQ LOCAT�p Agg3� Sy1pf4 1 TyH�Rs COPINE /TORR PIPE � IN ERFER SWITH TH 'Trn� . GRATINaA9�FpE� SHAL�BEQE DRAT NAND P ®jGT�! anid7 VZ'bOAI�TFO.QPTMEH 9T s�5¢Fi+►ll PROJE�T Ib�mm;'i. � � t. THE Fp1,LQWtNQ 9TAIJDA,Rp PLANT AR[ 1NCpRPQRATED NF1il:ltl+ 30Q$ MONOLITHIC CATCH BASIN CO�IHECTIOH b1�9 FoItilq� ANDIONRATIND4FEEQR�CATGH OAiIN! 6?3 7T Ett STEP 63b ➢O�TPF4QPrLLM1: PUAfTt�4 STEP ►1� �p (� UIQ �� Qt} 0. FY�A �310jN���LISHO�s 012 HS E:(sMQE t1f�3Eq, AL�lTYAZUE;�UySED�F4A1/CWONNySTTRyU1C�T90N[ SN�At,I.E$6��p SHRTBvQN¢�'L�3N 4tE11�1/ IESI�LR3"I di7'�ARQ U$EO EAL�IYAI,UES USED FOl! C4N3TRUGTE4N AMERICAN PUBLIC VYORJC9 AasoclAnoN • soUTttERH C"ORNIA cWrER n„ r,OA�a GRATIN&-dA—TCH BASIN -ALLEY 3�4 - 2 ONGIT DIAL $HW:0111' Y DESCRIPTION OF REVISION DATE APPROVED � CITLO � CITY OF RANCHO CUCAMONGA v PLAN &PROFILE BASE LINE ROAD IMPROVMENT PLANS — — — FROM 370.84' E/0 DAY CREEK BLVD. TO 604.05' E 0 DAY CREEK BLVD. PM16237 DRC 2003-00504 APPROVED BY DATE 7 � `V `n 46 24953 10 CO N CITY ENGINEER RCE 00 n + Z E ROF SS04 PREPARED UNDER THE SUPERVISION OF RECOMMENDED W)o °O � DESIGN aN9lFy DON � MASUKAWA � G.N.H. INC. No. 21789 ► PFFdIavIL Equvamlkm ��XxvEym �'� DRAWN , 660 K �°• p16D SHEET ��who�e(9a �so'''F� ieoi'a"�o°- � EXP. 5-30-05 �, )"�o M.C.S. 3 OF 9 � EN, CHECKED DRAWING N0. co OF CP RCE 21789 �f- D.M. GATE FILE N0. 24041 aoc3 : - 9 U PROJECT SHEET N0. OF y -2W, l Ems- M EQEAN-4 F2$ -5i Ek f �T R --T--F---n___ --- I P ;OF� M DU I ---x -- - -- - ------�-- -- - -- --- , -- � --k ;- gt.y34 f I f ry __ I I M• -T P --OF ! C RB -�- - -�-- - --I-- + ---- - aN - -- - -- -- - - — - - - -- --- - -- ---�- - Tago� t ,2 - + 77 3- 07F _05 E 1 — --! - - - - - -- - - - -- - L--- -- - �- -- - -A-- T P_OF-}Q CURB 1 PROFILE-- HORIZ 1"=90 I f0{' QF_PR POSE T_ i I , BENCH MARK: -L_-- r_ r CITY OF RANCHO CUCAMONGA B.M. NO.10051 P F ME IAN CUR } I i I j AT N.E.C. OF BASELINE & SWANSON _ Q +0 _ _ __ __� _.--�_--- _ _- __- 1/4 MILE WEST OF ETIWANDA. 2- BRAS DISK IN N ! .- CATCH BASIN - - - O - ELEV.-1300.686 FT + —� t- - - - -� -� - T--- I t ; o N -' -- OXO- EDIAN I� I r I i i LEGEND I � CF CURB FACE -- r -I- ---- --' - - r- rt - TC TOP OF CURB FS FINISHED SURFACE FL FLOW LINE 9 - TG TOP OF GRATE -- - r- - -T - -- - - - - --- - - - - -- - - -- + - GB GRADE BREAK HP HIGH POINT i f M SD STORM DRAIN r + 8W BACK OF WALK FG FINISHED GROUND ---I-- _ Sf 56%�- f, - - -� --'4�- -� - INV INVERT ELEVATION CEN TERLINE PROPERTY LINE a � I CONSTRUC77ON NOTE DIREC 110N OF FL O W 0 _T�f___.. —58, PROPOSED CONTOUR �` • -- ^ �'-' -- - -!- - -- --- --- --- - ---T - -- I -I -- -(56)-_ EXISTING CONTOUR h- LI t � t r� r _ -T--- � r-_ I - --_-� --- ---} - -�--- }I -----I - -_I - -_ -----r___ -56.10 PROPOSED ELEVATION � � t { T O EXISTING ELEVA77ON - - -- -- — --� -- - - --- - -- -- -� I - l _ - �----t- -- -- 56.10 TSPS TRAFFIC SIGNAL PULL BOX I SLPB STREET LIGHT PULL BOX - - -- — - - - I- --'--� -- -- - - --- O R W R RIDGE LINE - - - - O - - -- --z - 7--- - --I -- -- - r- R W RIGHT OF WAY NG NATURAL GRADE o PROPOSED TREE - - ---- - -- - - - -T -T -- ---� - - -_ _ _ _ -- -- --- -- - - - --- T-] - + - - -+ - - - - - -- - + U N D r 1 l - — I . ERO �W j r_. TC TOP OF CURB III7—r I I I f , 1 , I ► I I 1 ► iVERT 1'=4# f 1—,_� f..._..I _-__ i I _T�.___ I __�__� _. E____ i __l.a_—I ___ -___ .__ _.__ i_s__1___-_i __.- _ _.___.._ _�_...r Te___� . _ ____-_._._ _n___ ___.s_ __.._._.e.__. ......_ 28- E f 97+00 98+00 99+00 100+00 101 +00 �REtAOVE EX. STREET LIGHT I I I ( ON WEST SIDE FOR NEW AL /SAFETY LIGHT i T INSTALLATION DAY REEK B I I INSTALLATION � 0 N'0956E ,�, _ - - , � aw� - 00 00 /�� — — —s --- ------5------ ---------5--__.—__.— __..—,__— —S --------mow--- M EXISTING STREET IMPROVEMENTSPER o�oz i 0O DR) ING H,0. 1833 (C.F.D.SEE 0) CO�Gy EX. C. B. ¢ 00 4 z cow TO REMAIN SHEET J - - - /611 i/ _ _ �1. G r� N G G- mm I 8 ( G 1� - _ yA N 0 LO \ \\\ ■ Q ,14 ++ 8 o w z �v o 4 cs, cn ti m r �n + x + oc 2— I ll r "1 z [_ J OD w x o v �'� Q --_ 0)W�F- a 1 `rT �I I Ill v s� 60.0 ��� — I III 0)wr�� I _ o,°j�Q w �� 3� 'n�1-- xi —� _ u ( c l u • • J Ij 6 '��35 /� 2 po v� 36 � � , ll I - j� [ 5 III '� I� • ' . li_ ( % / 6 o ;n i f ! ;' :3 Aill00 Lu a 13139 33' 1 11 r __ III - %� � � j) I-- \ \ I � V) / o � III ----_I ll Iv� ; ;I I �, 1 ±�'og u — — Iu `cu2 00 I a III z -7 o 36 , n III � SEE SHEET 6 ADT 0 v 2 WORIUM DAYS BEFORE YOU DIG CALL TOLL FREE 1 -*2V -26W UNDERGROUND SERVICE AUM OF SOVrHERN CALWORNiA STREET CONSTRUCTION NOTES O CONSTRUCT TYPE -C (COMMERCIAL) DRIVEWAY PER CRC STD. PLAN 101, 'W' PER PLAN. O CONSTRUCT ACCESS RAMP PER CRC STD. PLAN 102. �3 CONSTRUCT 8" CURB & GUTTER PER CRC STD. 104, TYPE A2-8. MATCH, EXISTING AT JOINS. ® CONSTRUCT CURVILINEAR P.G.C. SIDEWALK PER CRC STD. PLAN 114. WIDTH = 10'. �5 CONSTRUCT "RIGHT TURN ONLY" PER CRC STD. PLAN 119. �7 CONSTRUCT 5" A.C. OVER 6" C.A.B. PAVEMENT PER CRC STD. PLAN 100-A. MINIMUM SECTION = EXISTING + 1" A.C. ® INSTALL STREET TREES PER LEGEND AND NOTES ON SHEET 1 Q REFER TO STREET SIGNING AND STRIPING PLAN. 10 CONSTRUCT P.C.C. SIDEWALK PER CRC STD. PLAN 103, WIDTH PER PLAN. S SCALE 1 "= 20' UTILITY CONSTRUCTION NOTES ® RELOCATE EXISTING 16,000 LUMEN HPSV STREET LIGHT WITH 8' MAST ARM AND PULL BOX NO 5. COORDINATE WITH CITY OF RANCHO CUCAMONGA POWER AGENCY OR S.C.E. © ADJUST TO GRADE EXISTING UTILITY BOX. 3�4 ADJUST TO GRADE TRAFFIC SIGNAL PULL BOX. © EX. F.H. TO BE RELOCATED BEHIND NEW CURB PER C.V.W.D. WATER PLAN. ® INSTALL TRAIL LIGHT (LUMEC) INCLUDING CONDUITS AND PULL BOX. REFER TO SHEET 1. STREET REMOVAL OR RELOCATION NOTES ® SAW -CUT AND REMOVE EXISTING PAVEMENT (1' FROM EDGE OF GUTTER). CURB CURVE TABLE ® REMOVE EXISTING a 44 REMOVE EXISTING A.C. DRIVEWAY. 2 8911'06" 14.50' 22.57' 3 p 10.50 16.49' + 22'21'11" 78.88' 30.77' PM16237 / DRC 2003-00504 QRO FESS/pNl APPROVED BY DATE 114-ZCMCW DON I f0{' QF_PR POSE T_ i I , BENCH MARK: -L_-- r_ r CITY OF RANCHO CUCAMONGA B.M. NO.10051 P F ME IAN CUR } I i I j AT N.E.C. OF BASELINE & SWANSON _ Q +0 _ _ __ __� _.--�_--- _ _- __- 1/4 MILE WEST OF ETIWANDA. 2- BRAS DISK IN N ! .- CATCH BASIN - - - O - ELEV.-1300.686 FT + —� t- - - - -� -� - T--- I t ; o N -' -- OXO- EDIAN I� I r I i i LEGEND I � CF CURB FACE -- r -I- ---- --' - - r- rt - TC TOP OF CURB FS FINISHED SURFACE FL FLOW LINE 9 - TG TOP OF GRATE -- - r- - -T - -- - - - - --- - - - - -- - - -- + - GB GRADE BREAK HP HIGH POINT i f M SD STORM DRAIN r + 8W BACK OF WALK FG FINISHED GROUND ---I-- _ Sf 56%�- f, - - -� --'4�- -� - INV INVERT ELEVATION CEN TERLINE PROPERTY LINE a � I CONSTRUC77ON NOTE DIREC 110N OF FL O W 0 _T�f___.. —58, PROPOSED CONTOUR �` • -- ^ �'-' -- - -!- - -- --- --- --- - ---T - -- I -I -- -(56)-_ EXISTING CONTOUR h- LI t � t r� r _ -T--- � r-_ I - --_-� --- ---} - -�--- }I -----I - -_I - -_ -----r___ -56.10 PROPOSED ELEVATION � � t { T O EXISTING ELEVA77ON - - -- -- — --� -- - - --- - -- -- -� I - l _ - �----t- -- -- 56.10 TSPS TRAFFIC SIGNAL PULL BOX I SLPB STREET LIGHT PULL BOX - - -- — - - - I- --'--� -- -- - - --- O R W R RIDGE LINE - - - - O - - -- --z - 7--- - --I -- -- - r- R W RIGHT OF WAY NG NATURAL GRADE o PROPOSED TREE - - ---- - -- - - - -T -T -- ---� - - -_ _ _ _ -- -- --- -- - - - --- T-] - + - - -+ - - - - - -- - + U N D r 1 l - — I . ERO �W j r_. TC TOP OF CURB III7—r I I I f , 1 , I ► I I 1 ► iVERT 1'=4# f 1—,_� f..._..I _-__ i I _T�.___ I __�__� _. E____ i __l.a_—I ___ -___ .__ _.__ i_s__1___-_i __.- _ _.___.._ _�_...r Te___� . _ ____-_._._ _n___ ___.s_ __.._._.e.__. ......_ 28- E f 97+00 98+00 99+00 100+00 101 +00 �REtAOVE EX. STREET LIGHT I I I ( ON WEST SIDE FOR NEW AL /SAFETY LIGHT i T INSTALLATION DAY REEK B I I INSTALLATION � 0 N'0956E ,�, _ - - , � aw� - 00 00 /�� — — —s --- ------5------ ---------5--__.—__.— __..—,__— —S --------mow--- M EXISTING STREET IMPROVEMENTSPER o�oz i 0O DR) ING H,0. 1833 (C.F.D.SEE 0) CO�Gy EX. C. B. ¢ 00 4 z cow TO REMAIN SHEET J - - - /611 i/ _ _ �1. G r� N G G- mm I 8 ( G 1� - _ yA N 0 LO \ \\\ ■ Q ,14 ++ 8 o w z �v o 4 cs, cn ti m r �n + x + oc 2— I ll r "1 z [_ J OD w x o v �'� Q --_ 0)W�F- a 1 `rT �I I Ill v s� 60.0 ��� — I III 0)wr�� I _ o,°j�Q w �� 3� 'n�1-- xi —� _ u ( c l u • • J Ij 6 '��35 /� 2 po v� 36 � � , ll I - j� [ 5 III '� I� • ' . li_ ( % / 6 o ;n i f ! ;' :3 Aill00 Lu a 13139 33' 1 11 r __ III - %� � � j) I-- \ \ I � V) / o � III ----_I ll Iv� ; ;I I �, 1 ±�'og u — — Iu `cu2 00 I a III z -7 o 36 , n III � SEE SHEET 6 ADT 0 v 2 WORIUM DAYS BEFORE YOU DIG CALL TOLL FREE 1 -*2V -26W UNDERGROUND SERVICE AUM OF SOVrHERN CALWORNiA STREET CONSTRUCTION NOTES O CONSTRUCT TYPE -C (COMMERCIAL) DRIVEWAY PER CRC STD. PLAN 101, 'W' PER PLAN. O CONSTRUCT ACCESS RAMP PER CRC STD. PLAN 102. �3 CONSTRUCT 8" CURB & GUTTER PER CRC STD. 104, TYPE A2-8. MATCH, EXISTING AT JOINS. ® CONSTRUCT CURVILINEAR P.G.C. SIDEWALK PER CRC STD. PLAN 114. WIDTH = 10'. �5 CONSTRUCT "RIGHT TURN ONLY" PER CRC STD. PLAN 119. �7 CONSTRUCT 5" A.C. OVER 6" C.A.B. PAVEMENT PER CRC STD. PLAN 100-A. MINIMUM SECTION = EXISTING + 1" A.C. ® INSTALL STREET TREES PER LEGEND AND NOTES ON SHEET 1 Q REFER TO STREET SIGNING AND STRIPING PLAN. 10 CONSTRUCT P.C.C. SIDEWALK PER CRC STD. PLAN 103, WIDTH PER PLAN. S SCALE 1 "= 20' UTILITY CONSTRUCTION NOTES ® RELOCATE EXISTING 16,000 LUMEN HPSV STREET LIGHT WITH 8' MAST ARM AND PULL BOX NO 5. COORDINATE WITH CITY OF RANCHO CUCAMONGA POWER AGENCY OR S.C.E. © ADJUST TO GRADE EXISTING UTILITY BOX. 3�4 ADJUST TO GRADE TRAFFIC SIGNAL PULL BOX. © EX. F.H. TO BE RELOCATED BEHIND NEW CURB PER C.V.W.D. WATER PLAN. ® INSTALL TRAIL LIGHT (LUMEC) INCLUDING CONDUITS AND PULL BOX. REFER TO SHEET 1. STREET REMOVAL OR RELOCATION NOTES ® SAW -CUT AND REMOVE EXISTING PAVEMENT (1' FROM EDGE OF GUTTER). CURB CURVE TABLE ® REMOVE EXISTING CURB AND GUTTER. 44 REMOVE EXISTING A.C. DRIVEWAY. 01 A R L 1 20'43'22" 85.01' 30.75' 2 8911'06" 14.50' 22.57' 3 89'57'39" 10.50 16.49' 4 22'21'11" 78.88' 30.77' PROJECT SHEET NO. — OF DESCRIPTION OF REVISION OATE CITY' APPROVED CITY OF RANCHO CUCAMONGA PLAN & PROFILE DAY CREEK BOULEVARD IMPROVMENT PLANS FROM MADRIGAL DRIVE TO 497.95 N/0 MADRIGAL DRIVE PM16237 / DRC 2003-00504 QRO FESS/pNl APPROVED BY DATE 114-ZCMCW DON CITY ENGINEER �� RCE 24953 MAS U KAWA -�, No. 21789 m'' DESIGN PREPARED UNDER THE SUPERVISION OF RECOMgiNDED EXP. 9-30-05 G.N.H. PFEU E,R & Assoc'IATES EMINEERS. M. �► EN��o j DRAWN 660 N. mond egr� Oou O SuftsDiomQndCc 81763 800-3967 SHEE F°F M.C.S. 4 OFFFF 9 3 � CHECKED R.C.E.21789 DRAWING NO. D.M. DATE FILE NO. 24041 AO C1 PROJECT SHEET NO. — OF o E- -. T. 10+00 SEE SHEET 4 T 11+00 tV 12+00 I TOP 13+00 8'1 CURB PROFILE HORIZ 1"=2( VERT 1 "=4' 14+00 15+00 BENCH MARK: CITY OF RANCHO CUCAMONGA B.M. NO.10051 AT N.E.C. OF BASELINE & SWANSON 1/4 MILE WEST OF ETIWANDA. 2- BRAS DISK IN CATCH BASIN - ELEV.=1300.688 FT LEGEND CF CURB FACE TC TOP OF CURB FS FINISHED SURFACE FL FLOW LINE TG TOP OF GRA TE GB GRADE BREAK HP HIGH POINT SD STORM DRAIN BW BACK OF WALK FG FINISHED GROUND INV INVERT ELEVATION — --- CENTERLINE —�--- PROPERTY LINE �j CONSTRUC77ON NOTE �> DIRECTION OF FLOW CA — 56 — PROPOSED CONTOUR EXIS77NG CONTOUR —56.10 PROPOSED ELEVA 77ON )(56.10) EXISTING ELEVATION TSPS TRAFFIC SIGNAL PULL BOX SLPB STREET LIGHT PULL BOX R RIDGE LINE R/W RIGHT OF WA Y NG NA TURAL GRADE O PROPOSED TREE TC TOP OF CURB I cl 3 _ -� -_=�_— -_ — -- ----- ------!i , � __ _-- — —=% — — --� o — ON—SITL.SLQU.H 11< P --j, III illUJI 1 1� �s S _ - -- 10ON SITE SLOUGH WALL PER CRC STD. PLAN 605 (SEE GRADING PLAN) 10 LuCF v - W - -— _ p p p -pO---__--- ��� \\ p p p p p p 0 _ _Q _ p -===-1--- __=====y==== O =__ �- _- _ ____-__ __-___-------_ _ III CATV p OO_ ---- _— ---- -- -- — ----- II ---------------- T 8 JOIN EX. O I \ -- — —-------- O, SIDEWALK x Y N --------8 — ---I---- 8 � T PER 8 �� ��- � r?80 �9 � O I `'�w� m Ln g EXISTING STREET IMPROVEMENTS E III �*+ �• h� - �\ �/ N . ( O CITY DRAWING NO. 1901 `�-$1q0�°� + -U-)u) a, ?9i T N I +Z8 ll I 0 2v � n� r FC L0 O x U4 \ �� ao a I o t� I (TRACT NO. 16314) O - - - - I _ - II N 89'37'52" E - - - II I uj — — — — cn d' I III � I a 1 4 III w N I MADRIGAL DRIVE V) M N _ ____ __ _ _ _ � 40 42 III + _ __ 0L`' __ _ --- ---------------------------==----------- = _—==- 11 l ------------------------- _ __ ____— ___�___ __________________--_--- _ �_ — r III w '�' ��%�-- -- -- _- ------------------ -- — -- -- --- —- III o w wUJ w V) ll I � III 1 �I w V) III 11 p 5 Ill 14' III ul n u III III II � III lu I III ll I l� p I I I( III DIG, ALERT a a 2 WOMa RAYS UTDF B YOU D10 C1-*2V-M AL"TOBw id. UNDERGROUND SM" N.F.RT OF 80UTII EM CALIFORNIA STREET CONSTRUCTION NOTES O1 CONSTRUCT TYPE—C (COMMERCIAL) DRIVEWAY PER CRC STD. PLAN 101, 'W` PER PLAN. ® INSTALL STREET TREES PER LEGEND AND NOTES ON SHEET 1. O REFER TO STREET SIGNING AND STRIPING PLAN. 10 CONSTRUCT P.C.C. SIDEWALK PER CRC STD. PLAN 103. WIDTH PER PLAN. UTILITY CONSTRUCTION NOTES ® RELOCATE EXISTING 5,800 LUMEN HP$V STREET LIGHT WITH PULL BOX NO. 5. COORDINATE WITH CITY OF RANCHO CUCAMONGA POWER AGENCY OR S.C.E. STREET REMOVAL OR RELOCATION NOTES ® SAW -CUT AND REMOVE EXISTING PAVEMENT (1' FROM EDGE OF GUTTER). ® REMOVE EXISTING CURB AND GUTTER... CURB CURVE TABLE NORTH SOUTH R/W 86, R/W N CITY p DESCRIPTION OF REVISION DATE APPROVED 33' 33' � r CITY OF RANCHO CUCAMONGA 11' r-- 22' I 22' 11' — PLAN & PROFILE 6" 4' MADRIGAL STREET IMPROVEMENT PLAN a DRIVEWAY AND PARKWAY 2 —-- --z�" EX. SIDEWALK PM 1623 DRC 2003-00504 / 10 STREET VARIES LOCATION &WIDTH APPROVED BY DATE jC IMPROVEMENTS PER QROFESS/p Nql CITY ENGINEER RCE 24953 CRC DRAWING 1901 �o DON Fas DESIGN PREPARED UNDER THE SUPERVISION OF REC DED JKAWA ym\', MADRIGAL DRIVE `' Nos PFF.it.FR $ Ipg FNGINFER�g INC EXP. 9-30-05 G.N.H. DRAWN SHEE NO SCALE a'A• EN094WXM s MM SURYU tO 6,550 K Diwin"8i99)660"r . Sufte C Dia 860-39. Ca 91765 Telephone C £ M.C.S. 6 OF 9 c� CHECKED DRAWING NO. ZD 3.IF OF D R.C.E. 21789 24041 to U D.M. DATE FILE NO. _ PROJECT SHEET N0. ___ OF ___