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HomeMy WebLinkAbout2822CITY OF RANCHO CUCAMONGA 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 - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDS 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 CITY 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 MATERIAL REPORTS 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 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 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 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 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. ABBREVIATIONS (450.00) INDICATES EXISTING ELEVATION INV INVERT 450.00 INDICATES PROPOSED ELEVATION IRR IRRIGATION AB AGGREGATE BASE LP LOW POINT AC ASPHALTIC CONCRETE TG TOP OF GRATE AD AREA DRAIN NO. NUMBER BC BEGINNING OF CURVATURE MAX MAXIMUM BS BOTTOM OF STEP MIN MINIMUM CATV CABLE TELEVISION O.C. ON CENTER CB CATCH BASIN (CURB INLET) PCC PORTLAND CEMENT CONCRETE CL CENTERLINE PERF PERFORATED CLR CLEAR PIV POST INDICATOR VALVE CO CLEAN OUT PL PROPERTY LINE CONC CONCRETE PSI POUNDS PER SQUARE INCH DI DROP INLET PA PLANTING AREA (LANDSCAPE) DW DOMESTIC WATER R/W RIGHT OF WAY EC END OF CURVATURE RET. RETAINING EG EXISTING GROUND RIM RIM ELEVATION EP EDGE OF PAVEMENT ROW RIGHT OF WAY EX EXISTING S/W SIDEWALK FDC FIRE DEPARTMENT CONECTION SD STORM DRAIN FF FINISHED FLOOR SS SANITARY SEWER FG FINISHED GRADE SSPWC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FL FLOWLINE TC TOP OF CURB FS FINISHED SURFACE TS TOP OF STEP GB GRADE BREAK TW TOP OF WALL HP HIGH POINT TYP. TYPICAL ICV IRRIGATION CONTROL VALVE W/ WITH SITE INFORMATION STREET IMPROVEMENTS T 10234 4TH ST RANCHO CUCAMONGA, CA RANCHO CUCAN10ONGA CONTACT INFORMATION: naaucnrvr CHARLES BUQUET AND ASSOCIATION 3880 E. EBONY ST. ONTARIO. CA 91761 OWNER/DEVELOPER T-ROSE INVESTMENTS 3880 EAST EBONY STREET ONTARIO, CA 91761 TAL SHOSHAN tshoshan@fivestargourmetfoods.com PH: (909) 390-0032 X-103 ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF RANCHO CUCAMONGA BENCHMARK 113-B HAVING AN ELEVATION OF 1,030.878 0210-371-01 LEGAL DESCRIPTION: THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF RANCHO CUCAMONGA. COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS PARCEL2 OF PARCEL MAP 5239, IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO. STATE OF CALIFORNIA AS PER MAP FILED IN BOOK 52. PAGE 10 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. NOTE: NO SURVEY MONUMENTS NOT FOUND AT 4 PROPERTY CORNERS. SHEET INDEX TITLE PAGE # COVER SHEET 4TH STREET 2 4TH STREET ADJACENT DRIVEWAY 3 Know what's belowm Call 811 before you dig. LEGEND TENANT: FIVE STAR GOURMET FOODS. INC 3880 EAST EBONY STREET ONTARIO. CA 91761 TAL SHOSHAN tshoshan@fivestargourmetfoods.com PH: (909) 390-0032 X-103 CIVIL ENGINEER: WARE MALCOMB 10 EDELMAN IRVINE, CA 92618 LUKE CORSBIE Icorsbie@waremalcomb.com PH: (949) 660-9128 DIRECTION OF FLOW PROPERTY LINE CENTER LINE (733.25) EXISTING SPOT ELEVATION (7-901_� EXISTING SURFACE CONTOUR 742 FINISHED SURFACE CONTOUR • - EXISTING FENCE A FH MH EXISTING TREE PROPOSED N' LY R/W NEW SIDEWALK PER CITY STD 114 ENGINEER'S NOTICE TO CONTRACTOR 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND 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 ENGINEER, 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS. ARE INDICATED BY THE APPROXIMATE LOCATION AND EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON. AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OF STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS. OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS -CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS, SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDICTIONAL AGENCY, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL AND E.P.A. GUIDELINES TO MINIMIZE HEALTH HAZARDS. 5, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. WARE MALCOMB SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. STREET DEMOLITION NOTES 1� REMOVE PCC DRIVEWAY 590 SF F2] REMOVE PCC CURB AND GUTTER 165 LF a3 PROTECT IN PLACE EXISTING UTILITY 1 LS 4 REMOVE AND RELOCATE EXISTING POWER POLE 1 EA PER SCE DIRECTION AND OWNER'S EXPENSE F5] REMOVE AND RELOCATE UTILITY 1 LS EflREMOVE EXISTING TREE 2 EA 4TH STREET S'LY R/W 120' 60' 60' -12'-2" 47'-10" 48' 12' I 16' I � EXISTING IMPROVEMENTS ° I Ir - - � o I 2%- 4% II II 2% - 4% 2% �_ 'L1 LI— ----_--_____-- �I -J TVr-W- A I CCr'TIr1AI -I OH ELECTRICAL SD EXISTING STORM DRAIN SS SANITARY SEWER G GAS SD STORM DRAIN WATER • UTILITY POLE PROPOSED RETAINING WALL PROPOSED CONCRETE PAVEMENT 4TH STREET EXISTING IMPROVEMENTS SHOWN FOR REFERENCE ONLY UTILITY PURVEYORS ELECTRICITY: SOUTHERN CALIFORNIA EDISON CO. 9500 CLEVELAND AVENUE RANCHO CUCAMONGA. CA 91730 PH. (800) 655-4555 GAS: SOUTHERN CALIFORNIA GAS 962 NORTH MOUNTAIN AVENUE ONTARIO. CA PH: (800) 427-2000 WATER: CUCAMONGA VALLEY WATER DISTRICT 10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 PH: (909) 987-2591 NOTES STREET IMPROVEMENT CONSTRUCTION NOTES OCONSTRUCT 1 8" CURB & GUTTER TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STD. 45 LF PLAN 104 OCONSTRUCT 2' WIDE FULL DEPTH ASPHALT MATCH EXISTING STREET SECTION 7 TN DRIVEWAY APPROACH AND SIDEWALK PER CITY OF RANCHO 490 OCONSTRUCT CUCAMONGA STD. PLAN 101. TYPE C SF OCONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 114 730 SF �J INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134 EA OCONSTRUCT 6 MODIFIED CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. PLAN EA 107-C A-B = 14, E-F = 8.5. W = 5, PER CITY OF RANCHO CUCAMONGA STD, PLAN 107C, OINSTALL TRENCH DETAIL FOR FIBER OPTIC CONDUITS PER STANDARD PLAN 135. 205 LF 8 INSTALL END OF RUN MARKER FOR FIBER OPTIC CONDUITS PER CITY OF RANCHO CUCAMONGA 2 LS STD. PLAN 136 VAULT FOR FIBER OPTICS CONDUIT BY JENSEN PRECAST 3048 PULLBOX MANHOLE (USE OINSTALL 9 JACKMOON PLUGS OR APPROVED EQUAL) PER DETAIL. SHEET 3. , EA 10 NOT USED - 11 NOT USED - 12 INSTALL STREET LIGHT PER STREET LIGHT PLAN DWG#2822SL. 1 EA 13 PROTECT IN PLACE EXISTING BIKE LANE STRIPING 1 LS CABLE. - CHARTER COMMUNICATIONS 10768 E FOOTHILL BLVD ST 170 RANCHO CUCAMONGA, CA 91730 PH. (866) 499-8080 SANITARY SEWER: CUCAMONGA VALLEY WATER DISTRICT 10440 ASHFORD ST. RANCHO CUCAMONGA. CA 91730 PH: (909) 987-2591 THE EXISTING POWER POLE WILL BE RELOCATED PER SEPARATE PLAN AND PERMIT 2. STREET TREES' REMOVAL ARE SUBJECT TO TREE REMOVAL PERMIT EPB � \ 3 SL 3 WM 3 TPB OH OH OH Ft [:6 3 _ 2 6 3 PP ---..- __ I --� OH OH vri ,(1033)- L SS — — SS — — SS _ — SS — — SS — — SS _ _ SS — — SS — — SS — — SS — — SS — — SS — — SS — — SS — — SS — — SS — _ SS — — SS — — SS — — SS — — SS ` — SS — — SS — — SS SS — _ _S�' SS SS SS SS S� C/L ST. INT. 10+00.00 4TH STREET 10+00.00 HERMOSA AVE. ------' 0 10 20 30 —r- - — Scale 1" = 10 ft 22+00 FOURTH STREET DEMOLITION PLAN rn o STA21+ 8.24 �� + { 1032.26 S) N JOIN EX (1032.25 FS) � ---- DOMESTIC WATER IRRIGATION PAVING 1032.17 FS -Coo 0 � 4 �- _.42FS 1032.58 FS FO FO FO-,--- FC— F FO FO — FQ FO - - 1032.34FS- -- -- - - - __�— CrLL - - M 00 � O U • r— — + ti X O 21.1' N �; w ? EX. GAS LINE EXISTING CURB 1032.49-E - - C & GUTTER a 13 -ay9 - rnre _ Co ^^� RW RW — RW RW RW —� IQ9V� RW — — RW RW W RW RW W- - — — — — — — — — — — — — — — — — — — — — + co C`') t- � � W w N � O � N — � N N Q O O Z o o EX. 30" RECYCLED WATER C/) "" 1 1 EXISTING 24" SEWER - SS SS SS SS 55 S� C/L ST. INT- 10+00.00 4TH STREET- 10+00.00 HERMOSA AVE. 22+00 NOTE: CURVILINEAR SIDEWALK NOTES 23+00 N 0 c'7 N Q U�� RW RW — — — — — co cy) Z O O O �J I + u) H I — Z w U) N CL w 0 00 Co rl- a_ C/) SS - S SS — _30.13' _ _ _ _ _ _ _ _SS_ SS SS — — —�'s SS SS SS SS SS S_ ------- ----- SA_NI_T_AB-SEWER------------------------------- -------- -- PERSEP RATE PLAN ANIb PERMIT FOURTH STREET STREET IMPROVEMENT PLAN Scale 1" = 10 ft STREET DEMOLITION NOTES 1� REMOVE PCC DRIVEWAY 590 SF 2a REMOVE PCC CURB AND GUTTER 112 LF �3 PROTECT IN PLACE EXISTING UTILITY 1 LS F4] REMOVE AND RELOCATE EXISTING POWER POLE PER SCE DIRECTION AND OWNER'S EXPENSE 1 EA F5] REMOVE AND RELOCATE UTILITY, 1 LS EREMOVE EXISTING TREE. 2 EA LEGEND SAWCUT AND REMOVAL OF EXISTING PAVEMENT SIDEWALK, DRIVEWAY AND CONCRETE REMOVAL PROPOSED SIDEWALK STREET IMPROVEMENT CONSTRUCTION NOTES O CONSTRUCT 8" CURB & GUTTER TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STD, PLAN 104 2O CONSTRUCT 2' WIDE FULL DEPTH ASPHALT MATCH EXISTING STREET SECTION O CONSTRUCT DRIVEWAY APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101. TYPE C O CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 114 O INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD, PLAN 134 CONSTRUCT MODIFIED CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD, O PLAN 107-C. A-B = 14. E-F = 8.5. W = 5 O7 INSTALL TRENCH DETAIL FOR FIBER OPTIC CONDUITS PER STANDARD PLAN 135. O INSTALL END OF RUN MARKER FOR FIBER OPTIC CONDUITS PER CITY OF RANCHO CUCAMONGA STD. PLAN 136 O INSTALL VAULT FOR FIBER OPTICS CONDUIT BY JENSEN PRECAST 3048 PULLBOX MANHOLE (USE JACKMOON PLUGS OR APPROVED EQUAL) PER DETAIL. SHEET 3. 10 NOT USED. 11 NOT USED 12 INSTALL STREET LIGHT PER STREET LIGHT PLAN DWG#2822SL 13 PROTECT IN PLACE EXISTING BIKE LANE STRIPING CONTRACTOR TO VERIFY EXISTING ELEVATIONS CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STANDARD DRAWING NO, 114 THE GENERAL LINE AND GRADE SHALL BE AS SHOWN ON THE Ir0 rL lJ v vivt ' PRIOR TO CONSTRUCTION. ANY DISCREPANCIES LANDSCAPE PLAN APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO FIT EXISTING * DRAWN p9496091G2R warernalcombcom VAMNEALCOMB SHEET 2 3 NOTIFY THE ENGINEER OF RECORD. FIELD CONDITIONS AS APPROVAL BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION THE PUBLIC WORKS INSPECTOR s IV `` AN CIVIL ENGINEERING & SURVEYING 2 OF SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE EVENT MAJOR CHANGES ARE PROPOSED TO THE CONCEPTUAL �Q, l'�l SIDEWALK LAYOUT PLAN TWO SETS OF RED LINED PLANS SHOWING THE PROPOSED CHANGES SHALL BE SUBMITTED AT THE SAME TIME THE 48 HOUR NOTICE IS F OF CA CHECKED LC LUCAS CORSBIE R.C.E. NO 72588 DRAWING N0, 2822 GIVEN TO THE CITY. Apr 28. 2020 DATE 04/28/20 FILE NO rn h-- W=(34.92') a -- a m Z c 21+00 22+00 C/L ST. INT. 10+00.00 4TH STREET 10+00.00 HERMOSA AVE. _ OH FOURTH STREET i III r /,*Nr clii-+i iT 0 I pm m f a m � Z M C m 23+00 24+00 25+00 26+0 27+00 ow SIGHT DISTANCE PLAN 0 30 60 90 Scale 1 " = 30 ft STANDARD NON ADJUSTABLE COVERS MODEL NO. A DESIGN LOAD WEIGHT CA304BC61 6" INCIDENTAL H-20 560 LBS CA3048C6P 6" PEDESTRAN 490 LBS. 10"xt8" KNOCKOLJ- 2 EACH SIDE WALL APPROX WEIGHT: 2480 LBS, -s MODEL NO. B WEIGHT RS304806 6" 283 LBS. RS304812 1 12" 567 L85 FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. 4/17/02 3048P6. 0 ws 0 2CO2 Jensen Precosf 27+50 3048 PULLBOX MODEL PB3048 2'-6" x 4'-0" x 2'-6" I.D. VIMUm ALL HT 18" X 18" KNOCKOU? 1 EACH END WALL kiL-1- IRON 1 EACH END JERmqrA!!'"