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Art3_Yucaipa_FY23_BikePed_5th Street Phase II_App - Not FundedTDA Article 3 Grant Application: Bicycle & Pedestrian Project Project Title Priority if Submitting Multiple Applications Project Type Project Length 5th Street Phase II Installation of new facility 500 ft Local Match Funding City of Yucaipa -General Fund/GIP Sources Contact Name Todd Gutjahr Agency Yucaipa Contact Phone 909-797-2489x289 Contact Email tgutjahr@yucaipa.org Project Need & Purpose Clear project description Provide data to The Project includes the widening of 5th Street to provide two (2) northbound and two (2) southbound lanes, bike lane striping/signing, curb/gutter construction, bus stop improvements and sidewalk improvements. This application represents Phase 11 of the City's 5th Street Improvement Project. support potential use Phase I consisted of the widening of 5th Street from Yucaipa Boulevard to Avenue E of the bicycle or sidewalk facility to provide two (2) northbound and two (2) southbound lanes, bike lane striping/signing, curb/gutter construction, bus stop improvements and sidewalk improvements. Due to acquisition issues at the time, the City was not able to construct full improvements located on the east side of 5th Street, preventing complete access to pedestrians and cyclists on a street currently designated as a Secondary Highway (Arterial) in the 2015 Updated General Plan and a Class II Bike Lane in the City's Bikeway Network. The attached site plan shows that the City will construct pedestrian and bicycle improvements 700 feet north of Avenue E. Final intersection improvements require additional right-of-way acquisitions proposed as part of another project. The City will construct a series of roundabouts on Avenue E, from 5th Street to Bryant Street. A study produced for that project by RBF in 2013 revealed then current LOS C at the intersection of Fifth Street and Avenue E, with a prediction of LOS F by the year 2035, using single lane roundabouts. The proposed Phase II improvements will still provide current maximum access for pedestrians and cyclists. Phase II Improvements will still allow for gradual accessibility leading to the 5th Street and Avenue E intersection/roundabout, where construction is planned in 2021. Since Phase I is a recently completed improvement traffic, pedestrian and bicycle counts have not been measured. It has been noted that there is a highly marked use in the pedestrian and cyclist activity, as has the amount of traffic generated, particularly from the 160-space mobile home park located on the west side of 5th Street, south of Yucaipa Boulevard. This demonstrates the need to complete improvements on the east side of 5th Street. Describe how project This project is in conformance with the 2016 Regional Transportation Plan because is situated in the it strives to increase safety, provide active transportation alternatives, reduce GHGs, regional system. and reduce Vehicle Miles Traveled in communities. It fulfills a goal cited in the Active Explain how this Transportation Appendix supporting"how the region plans to use active project is consistent transportation to help meet these challenges over the next 25 years, including with a Regional longer-trip strategies for commuters and active recreation, integrating active Transportation Plan transportation with transit,short-trip strategies for utilitarian trips(shopping,school, or SBCTA's local retail),and safety/encouragement. It presents the background,existing Countywide Active conditions, progress since the 2012 RTP/SCS, new strategies,and actions making it Transportation Plan, easier and safer to walk and bike in Southern California:". if applicable. Yucaipa,with nearly 30 miles of multi-model trails,strives to provide commuter, recreational and utilitarian opportunities to an interconnected network of bicycle and pedestrian infrastructure that is safe,efficient,and accessible for walkers and bicyclists.This proposal helps to enforce goals of interconnectivity,as cited in Goal T-3 in Yucaipa's 2015 Updated General Plan. As noted in the RTP,"some pedestrians require assist devices or rest stops to complete their journey."Careful attention in design and placement of utility poles, trees, bus stops,and other necessary items,as well as intersection curb cuts, is necessary to allow mobility for these users. Meeting the needs of these users through the Americans with Disability Act(ADA)requirements will satisfy the needs of other users as well.This is referred to the 8-80 concept, based on the premise that if you build a local jurisdiction that is great for an 8-year-old and an 80-year-old, then you will build a successful local jurisdiction for everyone. In Yucaipa's instance, numerous mobile home parks appealing to 55+residents require that the City take an active role to increase accessibility.There is a 190-space mobile home park located on the west side of 5th Street,south of Yucaipa Boulevard,and Phase I has increased their confidence to walk more locally,and access public transportation at the Yucaipa Transit Center. Outline the Fifth Street is a north/south Secondary Highway(Arterial)in the City of Yucaipa and destinations served an integral roadway within the City's Comprehensive Street Network.This street, by this project. located between Oak Glen Road and County Line Road(Riverside County)is Destinations can be identified by(SANBAG)as being part of the regional Congestion Management Plan in a list form with and provides Class 11 Bike Lanes between those two locations. Connectivity consists potential number of of strategic community locations, including the Yucaipa Civic Center,Yucaipa Transit bike/ped users Center,Yucaipa Police Department, Library, Business Incubation Center, Historic described. Uptown, multiple elementary schools,a high school,Crafton Hills College,and the City of Calimesa in Riverside County.Yucaipa's estimated 30 miles multimodal trail system relies on Fifth Street as a major transit route to connect all essential shopping,governmental,and educational centers throughout the community, including links to all of Yucaipa's Designated Scenic Highways. Describe how this As a current LOS C roadway, Fifth Street between Yucaipa Boulevard(designated project will improve Major Highway between the 1-10 Yucaipa Boulevard Interchange and Fifth Street), is cyclist and/or a challenge during peak hours. Final improvements on Fifth Street will greatly pedestrian safety. reduce the associated risks accompanying cyclists because the unimproved Where able,site the segments on the east side of Fifth Street force cyclists into southbound traffic. number of collisions Pedestrian safety is interrupted because lack of sidewalks forces pedestrians to during an identified walk in the street.When improvements are made on Avenue E,design conformity timeframe this on Fifth Street will diminish overall hazards for cyclists, pedestrians and vehicles. project aims to address. On Monday,April 30,2019,at 8:10 p.m.the Yucaipa Police Department Dispatch was notified of a bicycle vs.vehicle collision at the intersection of Fifth Street and Avenue E.A male adult cyclist was traveling east on Avenue E,on the wrong side of the road,and failed to stop at the four-way stop sign. He cyclist hit a vehicle that had stopped at the four-way stop and was proceeding south on 5th Street. No injuries occurred; however, it points to the value of completing Phase 11 of the improvements to create more attentiveness at the intersection. Explain the Fifth Street, between Oak Glen Road and County Line Road is identified in the City multimodal or transit of Yucaipa Updated General Plan as Yucaipa's local Omni Go Route, ultimately system connectivity linking to the local Omnitrans route.According to the Updated General Plan, provided by this Secondary Highways are designed to accommodate four lanes of traffic, bicycle project. lanes, right-of-way of 80 to 88 feet, curb-to-curb width of 64 feet and sidewalks. Future improvements will ensure that multimodal/transit connectivity will enable multiple user groups to connect to locations throughout Yucaipa, including services for Special Needs Groups, Freeway Express Routes,and Park and Ride facilities. Nearly all of Yucaipa's shopping,schools and government services are located on or immediately adjacent to Yucaipa Boulevard, residential areas cluster north and south of Yucaipa Boulevard.The City's goal is to facilitate the ability of multimodal users to shop and be educated locally,and all multimodal methods of transit focus on ease of use by the community. Establish the level of With the completion of Phase I of the project,the proposed project is the final the project's segment of 5th Street that will need to be improved in order to provide 4 lanes on readiness.Include a 5th Street,consistent with the City's General Plan.The proposed work will be discussion on the completed with existing City right of way.With the recent completion of Phase I, local participation there has been a strong interest from the community and the neighbors to complete process that resulted the improvements providing a full sidewalk connection between Avenue E and in the identification Yucaipa Boulevard. and prioritization of the project. Has the agency It is the goal of the City of Yucaipa to consistently deliver all projects on time, under delivered past or at budget, notwithstanding circumstances beyond control of its efforts. Phase I of projects on the 5th Street Project marks the first time since the City's 1989 incorporation where schedule?If yes, a project has been challenged by a combination of outdated engineering standards what steps will be and instances where property owners and in one instance a utility, have taken to ensure circumvented regulations that have placed a project at risk.Two such instances similar results?If no, occurred pre-incorporation. what steps will be taken to prevent a A block retaining wall located on property located at 12436 5th Street encroached similar occurrence? on city right-of-way,and a combination of significant engineering design and construction costs, property owner conflict,and associated timing to complete a major portion of the project presented serious challenges which resulted in several time extension requests where TDA funding participated in project completion.A similar situation exists on the east side of 5th Street,south of Pecan Street where a wall was constructed in the right-of-way,obstructing clear passage. Both issues have now been resolved,and property owners have agreed to remove and replace walls to clear the obstructions. Another delay was caused by removal and replacement of utility poles within public right-of-way. During design of Phase I,Verizon was merged/sold to Frontier Communications,and there was a significant lack of communication between Verizon and Frontier Communications regarding this project. For a period of time their utility poles remained in public right-of-way and the City was forced to cordon off the poles to protect vehicles and bicycles from potential collision with the poles. The problem was resolved. The circumstances leading to project delay were a challenge,and as Yucaipa designs and constructs new projects the city does not anticipate reoccurrence of similar issues. In 2019,the City applied for and received TDA Article 3 funding for a portion of this project. Due to financial and construction delays of the larger project,the City has not been able to complete the TDA Article 3 funded phase in the time allowed. If this funding is granted,the City will relinquish the previous funding. What provisions does The City of Yucaipa has a well-managed,full time Public Works Department, in the agency have in addition to numerous on-call emergency contractors,who are able to ensure that the place to ensure the property will be fully maintained. facility will be properly maintained? Describe Project The project under consideration is currently shelf ready for construction. Readiness Attach Map(s) vicinity.pdf 1.22MB City of Yucaipa Jurisdictional Boundary Map.pdf 908.45KB Attach Picture(s) 5TH ST GRANT EXHIBIT.pdf 2.33MB Attach Other Est for TDA application 6-29-23.pdf 211.78KB Bldg Dept Approved Plans.pdf 13.22MB Preliminary Engineering/Design Cost: Preliminary 0 Engineering/Design Cost Right of Way Cost 0 Project Con Cost 669543 Local Match 167385 LTF,Article 3 Funds 502158 Requested Total Project Cost 669543 Project Evaluation Criteria Overall Quality of Application: 15 pts Project Need and Purpose: 25 pts Project Readiness: 15 pts Cost Effectiveness: 15 pts Timeliness of Prior Project Completion: 5 pts Matching Funds: 25 pts have read the (1)the total award amount will be rescinded if the agency fails to submit a Claim Form guidelines and and Authorizing Resolution within SIX months of award notification,and understand:* (2)Failure to demonstrate progress, measured by expenditure of funds,within ONE year of award notification will result in an automatic recission of funding,and (3)Failure to secure a construction contract(if included in the scope of work)within THREE years of award notification will result in an automatic recission of funding. Da t e : 3 / 2 2 / 2 0 1 9 - L a s t s a v e d b y : h m c m a n u s - P a t h : Z : \ H y d r o \ P r o j e c t s \ Y u c a i p a B a s i n G r o u n d w a t e r S u s t a i n a b i l i t y P l a n - 1 1 5 0 7 \ M X D \ W O R K I N G \ P u b l i c O u t r e a c h a n d E n g a g e m e n t P l a n \ J u r i s d i c t i o n a l B o u n d a r i e s \ C i t y o f Y u c a i p a . m x d Jurisdictional Boundary Map SOURCE: ESRI, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordanance Survey,ESRI Japan, METI, ESRI China (Hong Kong), swisstopo, OpenStreetMap contributors, and the GIS User Community; DWR 0 10.5 Milesn City of Yucaipa FIGURE 1 Yucaipa, CA Copyright 2011 Esri. All rights reserved. Tue Apr 30 2019 01:53:47 PM. NO R T H 4T H S T R E E T 5T H S T R E E T 1 5TH STREET PHASE II PROJECT NAME: 5TH Street Phase II Between Yucaipa Blvd. & Avenue E City of Yucaipa 4/17/2019 East side. Missing link of sidewalk, south of Yucaipa Blvd., north of Pecan Street. 2 Looking South. East side 5th Street. Missing link of Sidewalk and Bike Lane. Slope and utility poles obstructing clear passage. Looking North. East side 5th Street. Missing link of Sidewalk and Bike Lane. Slope and utility poles obstructing clear passage. 3 East side. Missing link of sidewalk, south of Yucaipa Blvd., South of Pecan Street. 4 Looking South. East side 5th Street, South of Pecan Street. Missing link of Sidewalk. Walls constructed in the right of way obstructing clear passage. Looking North. East side 5th Street, South of Pecan Street. Missing link of Sidewalk. Walls constructed in the right of way obstructing clear passage. APPROVED City of Yucaipa APPROVED ENGINEERING DEPARTMENT City of Yucaipa Setbacks Only NAME DATE lame Pate Address: 12331 TO 12401 5TH ST Name: CITY OF YUCAIPA AWA Group: Type: Fire Area: ( )Yes ( ) No APN: Lot: Tract: Project "YUCAIPA CITY PROJECT'/CUSTOM RETAINING Description: WALL/RIGHT OF WAY/CITY PROJECT/PERMANI SHORING AND RETAINING WALL/5TH ST EAST SI OCTIIICCf,1 17 ''3'41 -rn 1 Afll r-rU CT/ Application #: PR20220001028 Due Date: Submittal Date 05/12/2022 S- ENGINEER'S NOTICE TO CONTRACTORS: REGIONAL PARK THE EASTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID COLLEGE LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES CITY OF YUCAIPACRCOLLEAFTON HILLS PRIOR TO WORK TO ACCURATELY IDENTIFY THESE LOCATIONS,WHETHER OR NOT SHOWN HEREON,AND GE YUCAIPA G��N IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES.PHASED UTILITY RELOCATIONS HIGH SCHOOU O� MAY BE NECESSARY AND SHALL BE THE CONTRACTORS RESPONSIBILITY TO CLOSELY COORDINATE HIS YUCAIPA BLVD ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES.THE CONTRACTOR SHALL CALL IN A LOCATION .- P�I YUCAIPA REQUEST TOUNDERGROUND CONSTRUCTION ALERTTISSUEDBY UBUC 4ORKS TWO(2)WORKING DAYS 5THSTREET _ PRIOR TO DIGGING.NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE 1" AVENUE E VAUD INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.SA THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL PROJECT BE CAN BE DETERMINED BYCOMPUTATIONS. AND NOONTHE GUARANTEE DETAILS IS MADEAND THATDIMENSIONS SHOWN ON THE RETAINING WA L L SHORING A N D CONSTRUCTION PLANS SITE CAN BE DETERMINED BY COMPUTATIONS,BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE WILDWOOD CANYON RD PLANS,WILL EQUALTHE ESTIMATED QUANTITIES.THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER,THE CONTRACTOR SHALL MAKE HIS OWN CNR/STOpNER DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTINGABID,ANY 1 R4NSED BY THESE PLANS WHICH IS NOT C0U,Vg SPECIFICALLY LISTED FWORN THE ESMOF WORK,OR M ATE OF OTION UANTITIESSRHALL BE CONSIDERED AS INCLUDED IN THE BETWEEN YUCAIPA BOULEVARD AND AVENUE E MW'ENTi,I HWv CALIMESA OTHER ITEMS OF WORK. JUNIP R A PH S E11 _ - - - - - I I __ I VICINITY MAP PROJECT NOTT°SCALE I __ ----- --- LIMITS I I SHEET INDEX: - - � 1-TITLE SHEET 2-SECTIONS,DETAILS,AND CONSTRUCTION NOTES 3-NOT PART(NA..) - w 4-STREEiIMPROVEMENTS NTPR OVE MSSTA.18+50.00-STA.27+50.1X) Eil _._ _ --- - 5-STREET IMPROVEMEMSSTA.27.60.00-STA.35+08,77 -_-v�Tfl.Jl _ - _: _:. -- -- _ _ - ---�a 6-N.A.P. g:.: ___:.-. _. a.....�- _ - - 7-DRIVEWAY AND GRADING DETAILS STA.18+50.00-STA 21..00 -_. m .TY - 9 CHICKEN SPRINGS WASH CROSSING STA 92000TOSTA 12-6036 GRADING DETAILS STA.27+5000•STA 35i08 71 I - 10-SIGNING AND STRIPING I � I I-RETAINING WALLS R-1 THRU R4 PROFILES ----- 12-RETAINING BLOCK WALL 7 PROFILE AND TYPICAL SECTION 13-N.A.P. 14 TO 17-RETAINING WALLS 5 AND 6 CONSTRUCTION PLANS INDEX MAP ABBREVIATIONS UTILITY LEGEND AP.N. ANGLE OIN PARCEL NUMBER SCALE'P=100' E ELECTRICAL UNE UTILITY PURVEYORS: AP ANGLE GENERAL NOTES: A9PH ASPHALT CONCRETE G GAS LINE BC BEGIN OF CURVE CONTACT UNDERGROUND SERVICES ALERT(USA)AND ALL UTILITY BCR BEGIN OF CURB RETURN S SEWERUNE 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBUC WORKS 14. DUST SHALL BE CONTROLLED AT ALL TIMES BY APPROVED METHODS. 30. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE,A SOILS STERILANT REGISTERED BY THE COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. BFP BACKFLOW PREVENTOR SD STORMDRAINUNE CONSTRUCTION(GREEN BOOK)LATEST EDITION WITH ALL SUPPLEMENTS AND COUNTY OF SAN E.PA FOR USE UNDER AC.AND P.C.C.SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: BLVD. BOULEVARD W WATERLINE BERNARDINO AND CITY OF YUCAIPA STANDARD DRAWINGS,&THE STATE OF CALIFORNIA STANDARD CB CANTERTCH LINE 15. PUB COST INCURRED ID STREET CLEANING AND/OR BY HIS OPERATION. BE RECOMMENDED RATE THE PAVEMENT WIDTH PRIOR TO PAVING. SOUTHERN CALIFORNIA GAS CO. CA CENTER UNE SPECIFICATIONS. RESPONSIBLE FOR ALL TITHE REQUEST INIOF TE INSPETOR.NECESSITATED BY HIS OPERATION.SITE Salvador Vasquez,Planning Assodate CONIC CONCRETE SHALL BE CLEANED UPON THEREQUEST OF THEINSPECTOR. 31. NO WORK MITAND ALLCYINGTH EWITHINPECTOUBLIC RIGHTOEDULF WAY WITHOUT PR-COSTRUNGAPMEETINBLIC 72HOUS Southeast Re Plannin i I DWI DRIVEWAY 2 APPROVAL OF THIS PLAN LOCATION OR OF THITY OFE EXISTENCEYUCAIPA OR NOT CONSTITUTEFANYUN REPRESENTATION ASTO THE PRIOR TO STARTOFWORK.CITY INSPECTOR TO SCHEDULEAPRE•CONSTRICTION MEETING 72 HOURS Redlands,CA g/ng veering EC END OF CURVE ACCURACY OF THE LOCATIONORUNTS OF THIS PROJECT.THE HALL ASSUME 16. CALSENTED O THEBHALLBER TOPEDFISSUAOR ANY TRENCH WORN OVER TIN DEPTH.EVIDENCE MUST BE PRIOR TO START OF WORK. Svasquex2@soralgas.com ECR END OF CURB RETURN PIPE OR STRUCTURE WITHIN THE LIMBS OF THIS PROJECT.THE CONTRACTOR SHALL ASSUME TILL PRESENTED TO THE CITY PRIOR TO PERMIT ISSUANCE. (909)3357891 EX EXISTING RESPONSIBILITY OF THE PROTECTION OF ALL UTILITIES WITHIN THE LIMITS OF THE PROJECT.CONTRACTOR 32. SIDEWALKS SHALL BE 4'MINIMUM THICKNESS,CONCRETE SHALL BE 560-C3250. FH FIRE HYDRANT SHALL CONTACT UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO START OF WORK. 17. IT SHALL BE THE RESPONSIBUTY OF THE CONTRACTOR TO FAMILIARIZE HIMSELFMERSELF WITH THE JOB Reviewed For Code Compliance HP HIGH POINT SITE AND THE LOCATION OF ALL UNDERGROUND FACILITIES SHOWN OR NOT SHOWN ON THESE PLANS, 33. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND MAKE PART OF THE CONTRACT DOCUMENTS THE FRONTIER COMMUNICATIONS m.,.>.,:m..w.,.....ew.,v..PPrm. MED HIGHP 3. ITSHALL BE THE CONTRACTORS RESPONSIBILITY TO CALL THE CITY ENGINEER'S OFFICE AT 909.797-2489 NEITHER THE CITY OF YUCAIPA NOR THE ENGINEER WILL BE RESPONSIBLE FOR ANY DAMAGE TO 'REVISED GEOTECHNICAL INVESTIGATION REPORT,OAK GLEN ROAD IMPROVEMENTS BETWEEN Douglas Peltx,Manager-OSP Engineering R,oaw n,eaWvw a.,. FORINSPECTION 48 HOURS PRIOR TO PERFORMING ANY WORK.WORK PERFORMED WITHOUT CAVING ME N UNDERGROUND FACIUTIES. STONEWOOD DRIVE AND BRYANT STREET;PREPARED BY CONVERSE CONSULTANTS,DATEDJULY07, M903802.8419 ...w.en d.ampnme. MH MANHOLE FORINSPECT10N SHALL BE REJECTED AND SHALL BE REMOVED SOLELY AT THE CONTRACTORS EXPENSE. 2008 douglas.peltx@Nr.cam ao- n:,o.,w .�d.,y.umba MGC MIDDLE OF CURVE 18. IT SHALL BE THE CONTRACTORS RESPONSIBUTY TO OBTAIN ALL NECESSARY PERMITS INCLUDING CITY OF mn.,4e,amm.,.,.w.,...:.m.,s,,..o n«.m N NUMBER 4. ALL JOIN LINES SHALL BE SAW CUT ON NEAT,STRAIGHT LINE PARALLEL WITH THE JOIN.THE CUT EDGE YUCAIPA PERMIT FOR ALL WORK WITHIN PUBLIC RIGHTOF•WAY. 3/. ASPHALT CONCRETE PAVEMENT CONSTRUCTION SHALL CONFORM TO CITY STANDARD DRAWING 105-0 YUCAIPA VALLEY WATER DISTRICT NLY NORTHERLY 'AC Reviewed By:David+ F�ree6w• OC ON CURVE SHALL BE PROTECTED FROM CRUSHING,AND ALL BROKEN EDGES SHALL BE RECUT PRIOR TO PAVING AND PAVEMENT SPECIFICATIONS! Met Panes,Implementation Melwper a.avw AS DIRECTED BY CITY OF YUCAIPA STD DRAWING NO.160 AT ALL LOCATIONS WHERE NEW PAVEMENT JOINS 19. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COMPACTION TESTS OF ALL TRENCH BACRFlLL AND 127702ND STREET 12JO212022 PCC POINT OF COMPOUND CURVATURE FJ(ISTING,THE EXISTING PAVEMENT SHALL BE COATED WITH ANASPHALTIC EMULSION. STREET SUBGRADES AND SUBMITTING THEM TO THE CITY ENGINEER'S OFFICE AT 909-797.2489.TEST 35. ALL UTIUTY TRENCHING REQUIRED FOR UNDER GROUNDING UTILITY LINES,STORM DRAINS AND SERVICE YUCAIPA,CA 92399 PIL PROPERTY LINE (M)79033W PP POWER POLE RESULTS SHALL BE PROVIDED WITHIN 24 HOURS OF THE TEST. LATERALS WILL BE COMPLETED PRIOR TO PLACING THE NEW AC PAVEMENT. RA RETAININGLE N0.1 5. DURING THE PERIOD OF CONSTRUCTION,THE CONTRACTOR SHALL FURNISH,ERECT AND MAINTAIN SUCH mpares@yawddstcaus RBW RETAINING WALLNOBLOCK ALL WARNINGS SIGNS,STOP SIGNS,BARRICADES AND OTHER SAFETY MEASURES IN CONFORMANCE WITH THE 20. THE CONTRACTOR SHALL SATISFY HIMSEUNHERSELF THAT ESTIMATED QUANTITIES SHOWN ARE CORRECT 36. THE CONTRACTORSHALL BE RESPONSIBLE FOR INSTALLING THE ROADWAY MONUMENTATION FOR THE RD ROAD W A T.C.H.MANUAL BEFORE BIDDING ON ANY ITEM. STREETS RECORD CENTERUNE AND BENCHMARK IN ACCORDANCE WITH THE CITYS STANDARDS. OMNI TRANS RW RETAINING CONCRETE WALL McPm Cebeeg,Stops&StaBons Supervisor RAN RETAINING CO S. CON TRACTOR SHALL REINSTALL PAVEMENT MARKINGS,STRIPING AND SIGNING THAT HAS BEEN 21. ALL EXISTING PAVEMENT TO BE REMOVED SHALL BE SAWCUT AND REMOVED TO CLEAN STRAIGHT LINES, 37. THE CONTRACTOR SHALL OBTAIN A NPOES PERMIT FROM THE STATE REGIONAL WATER OUAUTY CONTROL 1700 W AY STH STREET RANSLY SOUTHERLY DISTURBED BY HIS OPERATIONS WITH THERMOPLASTIC PAINT. BOARD FOR THE PROJECT AND SHALL PREPARE AND MAINTAIN ON SITE ATALLTILIES THE STORM WATER SAN BERNARDINO,CA 92411 22. AT ALL LOCATIONS WHERE NEW PAVEMENT JOINS EXISTING,THE EXISTING PAVEMENT SHALL BE COATED POLLUTION PREVENTION PLAN(SWPPP)FOR THE PROJECT. (909)379.7153 SPPWC STANDARD PLANS FOR PUBLIC WORKS 7. THE CONTRACTOR SHALL PROVIDE SAFE AND CONTINUOUS PASSAGE FOR LOCAL PEDESTRIAN AND WITH AN ASPHALTIC EMULSION. melWn.abang@omnitrans.org CONSTRUCTION VEHICULAR TRAFFIC AT ALL TIMES. 38. AREAS RECEIVING NEW ASPHALT CONCRETE PAVING FOR THE PROPOSED WIDENING SECTIONS SHOULD ST STREET 23. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR THE BE OVER-EXCAVATED TO A MINIMUM OF U INCHES BELOW EXISTING SOIL-GRADS OVER-EXCAVATION YUCAIPA•CALIMESA UNIFIED SCHOOL DISTRICT STA STATION 8. SHOULDANY OF THE EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED CORRECTION OF ERRORAND OMISSION DISCOVERED DURING CONSTRUCTION.UPON REQUEST,THE SHOULD ALSO PROVIDE AT LEAST ONE FOOT OF STRUCTURAL FILL UNDER PAVEMENT SECTIONS Patrick Yamakawa,Maintenance&Operations Manager TO TOPOFCURB IMPROVEMENTS,THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND AWNT THE RELOCATION AND/OR 127973.e Street TOE TOE OF SLOPE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL OVER-EXCAVATION FOR PAVEMENT SECTIONS SHOULD EXTEND AT LEAST TWO FEET BEYOND THE TS TOP OF SLOPE PROVIDE AN ALTERNATE DESIGN. PAVEMENT EDGES. Yucaipa,CA 92399 24. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY VALVES.BOXES AND COVERS, (909)797-0174 TSW TOP OF SOUND WALL 9. THECONTRACTOR SHALL SO CONDUCT HIS OPERATIONS AS TO OFFER THE LEAST POSSIBLE AND ADJUSTING OF ALL WATER VALVE BOXES AND COVERS TO FINISH GRADE 39. A TRAFFIC CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AND APPROVED BY THE CITY PRIOR Patdck_Yamakam@ycjusd.us W 6WDTH M OBSTRUCTION AND INCONVENIENCE TO THE PUBLIC,AND HE SHALL HAVE UNDER CONSTRUCTION NO TO THE START OF CONSTRUCTION.THE TRAFFIC CONTROL PLAN SHALL INDICATE ALL LANE CLOSURES WI WROUGHT IRON S WM WATER METER E GREATER LENGTH OR AMOUNT OF WORK THAT HE CAN PROSECUTE PROPERLY WITH DUE REGARD TO THE 25. THE CONTRACTORSHALL RESET MANHOLE RINGS AND VALVE COVERS TO SURROUNgNGA.C.PAVEMENT AND PROPOSED DETOURS TRAFFIC SIGNAL PHASING ANWOR SHUT-DOWNS ARE TO BE COORDINATED SPECTRUM COMMUNICATIONS VHC VARMBLE HEIGHT CURB RIGHTS OF THE PUBLIC. GRADE,IN ACCORDANCE NTH THE YUCAIPA VALLEY WATER DISTRICT STANDARDS, WITH THE CITY ENGINEER Keith Coley,Construction Coordinator (909)821-8024 10. CONVENIENT ACCESS TO DRIVEWAYS,HOUSES,AND BUILDINGS ALONG THE LINE OF WORK SHALL BE 26. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT(USA)PHONE 40. NORMAL WORK SCHEDULE:THE CONTRACTOR SHALL ACCOMPLISH ALL CONSTRUCTION WORK BETWEEN Keith.Coley@charter.rom PAVING LEGEND MAINTAINED.AND TEMPORARY CROSSINGS SHALL BE PROVIDED AND MAINTAINED IN GOOD CONDITION. NUMBER 1400-4224133 TWO WORKING DAYS BEFORE DIGGING.NO INSPECTION WILL BE PROVIDED BY THE HOURS OF7:00 AM AND 6:00 PM DURING THE NORMAL WORKWEEK,MONDAY THROUC44 FRIDAY. THE CITY ENGINEER'S OFFICE,AND NO CONSTRUCTION PERMIT ISSUED INVOLVING EXCAVATION FOR SOUTHERN CALIFORNIA EDISON-TRANSMISSION 11. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SUCH FENCES,BARRIERS,DIRECTIONAL SIGNS,LIGHTS, UNDERGROUND FACIUTIES WILL BE VAUD,UNLESS THE APPLICANT HAS BEEN PROVIDED AN INQUIRY 41. PRIOR TO PLACEMENT OF AGGREGATE BASE,AT LEAST THE UPPER 12 INCHES OF SUBGRADE SOILS Mike Dent,SCE Planner e AND FLAG MEN AS ARE NECESSARY TO GIVE ADEQUATE WARNING TO THE PUBLIC AT ALL TIMES OFANY IDENTIFICATION NUMBER BY USA SHOULD BE OVER-EXCAVATED.THE BOTTOM OF THE EXCAVATION SHOULD BE SCARIFIED To 12 INCHES Eastern Transmission Design LIMITS OF NEW ASPHALT PAVEMENT SECTION b DANGEROUS CONDITIONS TO BE ENCOUNTERED AS A RESULT OF THE CONSTRUCTION WORKANOTOGNE AND RECOMPACTED TO AT LEAST 90%OF THE LABORATORY MAXIMUM DRY DENSITY AS To BY ASTM 287Tennessee St DIRECTIONS TO THE PUBLIC. 27. ALL IRRIGATION LINES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPLACED NTH DUCTILE IRON STANDARD 01557 TEST METHOD.ANY AREAS WITH LOOSE OR WET SOIL WHICH ARE CONSIDERED Redlands,CA 92374 PIPES. UNSUITABLETOSUPPORT PAVEMENT SECTIONS SHOULD BE OVER-EXCAVATED AND REPLACED WITH (909)243-2090 fLCGCGLC�UNITS OF ASPHALT PAVEMENT REMOVAL + 1Z. THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID INJURY TO EXISTING IMPROVEMENTS OR COMPACTED FILL Mlcheel.dent@sce.com FACILITIES,UTILITY FACIUTIES,ADJACENT PROPERTY,AND TREES AND SHRUBBERY THAT ARE NOT TO BE 28. MODIFIED CITY STANDARD IW2 TRENCH REPAIR DETAIL SHALL BE USED FOR TRENCH RESURFACING.REMOVED. GeotechnlalF"i' r SOUTHERN CALIFORNIA l37190N-DISTRIBUTION SE PHASE II 29. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL THAT CONSIST OFA ROCKY MATERIAL,THE CooverseCo suLlaots Michael Cabrera,SCE Planner BASIS OF BEARINGS PROJECT#:10903 13. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,THE CONTRACTOR SHALL BE SUB43RADESHAU.BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE Hashml Quazi,PhD,PE.GE ,nmd„ 287 Tennessee St Redlends,CA.92374 RECOMMENCED FOR APPROVAL BY. SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOBSITE,INCLUDING SAFETY OF ALL AND ALL VdOS OR DEPRESSIONS SHALL BE FILLED WI7HAFlNE GRADE MATERIAL OFAQUIWTY BETTER Principal F.nginccr + e mr<¢3 909-224-469A PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK,AND THE CONTRACTOR SHALL FULLY THAN THE NATIVE MATERIAL MIch.e'Cabe. CENTERLINE OF STH STREET ORIENTED TO CALIFORNIAFN STATE PLANE 5 COMPLY WITH ALL STATE AND FEDERAL LAWS,RULES,REGULATIONS,AND ORDERS RELATING TO SAFETY ,y @sce.com COORDINATES,ZONE 5(NAD83).THE UNDERLYING MAP FOR STH STREET DATE: TO THE PUBUC AND WORKMEN, aF_ FROM YUCAIPA BLVD.TO AVENUE E IS SUBDIVISION NO.3 OF PART OF APPROVED BY: YUCAIPA VALLEY,M.B.19,PAGES 1&2, 3 PLANS PREPARED FOR: pE51GNE0 BY: BENCHMARK DATE 9 FFAMIN PRECUDO.OIPECTgi OF DEYELOpMENi9ERVICEB'Oltt ENGINEER �rr��M1OP'Swqu-� THE CITY OF YUCAIPA IF. CS BRASS DISK SET IN TOP OF CURB,SE RETURN YUCAIPA CITY OFYUCNPA PUBLIC VIUiKB DEPARWM ENGINEERING DMSION �� APE) ?;+ BLVD.&Sth sT. m eazl c 34272 YUCAIPA BOULEVARD DRAWN BY: ELEV.=2487.078 FEET C I T Y O F Y U C A IPA Joe N°.20101 CONSULTANTS,INC.. YUCAIPA CA92399-9950 V.B. PLANNING.ENGINEERING.CONSTRUCTION MANAGEMENT EMPIRES v 230 2-H ALICIA PARKWAY JF388 ,,DD t 6��4 ♦ CONTACT PERSON:FERMIN PRECIADO 5TH STREET MISS IONVIEJO, CA92692 ��TS��• D7rz1no2zD7rz1rm22 +? L�ur�C LxtECTOROFDEvaOPMEW24gysE VK;ESC"Erx;r� cECKEDBY: STREET IMPROVEMENTS ' TEL:(949)336-6336 wmv.apdcon.eem r Rabih Mahmoud,P.E. R.C.E.6044 DATE 1 flM. By REMBIONs ApD Snb: d D 1 2 3 TITLE SHEET sn°°I m 17 Dale O 11� FIN X C !T 'o -L SURFACE Flow L STREET IMPROVEMENT CONSTRUCTION NOTES: &REMOVE AND DISPOSE OF EXISTING TREE. STORM DRAIN CONSTRUCTION NOTES: RETAINING WAI I R ; - - - &CONSTRUCT 4'ASPHALT CONCRETE PAVEMENT PER GEOTECHNICAL INVESTIGATION 37 REMOVE AND DISPOSE OF EXISTING CONCRETE HEADWALL 60 CONSTRUCT INLET STRUCTURE PER CALTRANS STD.PLAN D868. SHOWN ON PLANS\ _ REPORT PREPARED BY CONVERSE CONSULTING,INC.DATED APRIL 3,2014. - &REMOVE AND DISPOSE OF EXISTING CONCRETE PEDESTAL fit CONSTRUCT 68'RCP PER CITY OF YUCAIPA STD.PLAN 106-0(D-LOAD PER PUN), - - 2&CONSTRUCT IT CLASS II CRUSHED AGGREGATE BASE PER GEOTECHNICAL INVESTIGATION REPORT PREPARED BY CONVERSE CONSULTING,INC.DATED APRIL &REMOVE AND DISPOSE OF EXISTING CATCH BASIN. 62 CONSTRUCT ENERGY DISSIPATOR WITH VERTICAL BAFFLE WALL PER SPPWC STD. 3,2014. PLAN 3"3 AND DETAILS SHOWN ON SHEET 9. 4 &REMOVE AND DISPOSE OF EXISTING 48'CMP. r' &CONSTRUCT 3'ASPHALT CONCRETE PAVEMENTOVER IT COMPACTED SUBGRADE. fi3 CONSTRUCT 3.50'THICK GROUTED RIPRAP PER DETAIL ON SHEET 2. 'T UNCATE D S' 41 REMOVE AND DISPOSE OF EXISTING STORM GRAIN MANHOLE. DETECTABLEWARNINGSURFACE 3&CDNSTRUCTe'CURB B GUTTER PER SAN BERNARDINO COUNTY DPWSTD.NO.115. fi4 CONSTRUCT 6'HIGH CHAIN LINK FENCE AND GATES PER SPFWC STD.PLAN BW-3. m, TYPICAL DETAIL 3'-0' END SECTION 42 REMOVE AND DISPOSE OF EXISTING CONCRETE CROSS GUTTER MAX. I 4 &CONSTRUCTS'CURB PER SPFWC STANDARD PLAN 120.2 TYPE AI.8(2W). fi5 CONSTRUCT CURB OPENING CATCH BASIN(L-211 WITH GRATINGS)AND DEBRIS In SCALE RIP-RAP DETAIL 2 &RELOCATE EXISTING CABLE TV PULL BOX SKIMMER PER SPPWC STD,PLAN 301-3. 1•=4-0 &CONSTRUCT4'PCC SIDEWALK PER CITY OF YUCAIPA STD.DING.NO.1150 TYPE 7 716'CHAMF R p A TA PA (WIDTH PER PLAN). &REMOVE AND DISPOSE OF EXISTING CONCRETE STEPS. 66 CONSTRUCT CURB OPENING CATCH BASIN(1=10)WITH GRATING(5)AND DEBRIS T SKIMMER PER SPPWC STD.PLAN 301.3. EXPOSED EDGES OR GRA @@-REMOVE AND DISPOSE OF EXISTING 12'CMP. &CONSTRUCT 6'AC BERM PER SPPWC STD.PLAN 121-2 TYPE D2-6. 67 CONSTRUCT REINFORCED CONCRETE MANHOLE PER SPPWC STD.PLAN 321-2 x.AC x.AC 7&CONSTRUCT MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY OFYUCAIPA &REMOVE AND SALVAGE TO CITY OF YUCAIPA EXISTING SIGNS. C 0 1'CURB STD.DWI No.I I M AND AND DETAILS ON SHEETS 6,7AND S. 68 CONSTRUCT JUNCTION STRUCTURE-PIPE TO PIPE PER SPPWC STD.PLAN MI 1. FACE CURB FACE 47 CONSTRUCT 6'CONCRETE CURB PER SPPWC STD.PLAN 120-2 TYPE A1-6(150). B@-CONSTRUGT MODIFIED DRIVEWAY APPROACH PER CITY OF YUCAIPA STD.DWG.NO. 69 CONSTRUCT JUNCTION STRUCTURE•PIPE TO PIPE PER SPFWC STD.PLAN 332Q AS SHOWN ON PUNS 109-0AND DETAILS ON SHEETS 7 AND B. &REMOVE AND DISPOSE OF WOODEN RAILROAD TIES. CASE 1. 1'-0'WIDE V SIWCUT AND gEMOVE EXISTING PAVEMENT(]'MIN). &CONSTRUCT B-CONCRETE PAVEMENT PER SPFWC STO.PLAN 134.2 70 CONSTRUCT 78-RCP PER CITY OF YUCAIPA STD.PLAN IVY-0(D-LOAD PER PLAN). GROOVED BORDER SCALE SCALE SCALE 10 REMOVE AND DISPOSE OF EXISTING CONCRETE RETAINING WALL WITH FENCE. &CONSTRUCT CURB RAMP PER SPFWC STD.PLAN 11 I5 CASE D,TYPE 1,SEE DETAIL 7 71 CONSTRUCT 21-RCP PER CITY OF YUCAIPA STD.PLAN 106-0(D-LOAD PER PLAN). 1'=7-0• CURB RAMP DETAIL 1 1._ CONCRETE V-GUTTER DETAIL 3 1.=1,-0. CONCRETE MOW CURB 4 ON SHEET AND AS SHOWN ON PLANS. 11 RELOCATE EXISTING AIR VAC.FINAL LOCATION TO BE DETERMINED ON SITE. (a CONSTRUCT 24'RCP PER CITY OF YUCAIPA STD.PLAN 106-0(D-LOAD PER PLAN). 51 CONSTRUCT CURB RAMP PERSPPWC STD.PLAN 1113CASEA,TYPE 6,AND AS FLY RAW WLY RAW 12 REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT. SHOWN ON PUNS. 73 CONSTRUCT 30'RCP PER CITY OF YUCAIPA STD.PLAN 10611(D-LOAD PER PLAN). ee' 13 EXTEND FIRE HYDRANT SERVICE UNE TO NEW HYDRANT LOCATION AND INSTALL 52 CONSTRUCT CROSS GUTTER PER SM BERNARDINO COUNTY RD STD.PLAN 119. 74 PLUG END OF PIPE WITH BRICK AND MORTAR 44'138'(MERE SHOWN ON PUNS) C!L 44• NEW HYDRANT PER YVWD M OR W-BA O-CONSTRUCT 7WIDE CONCRETE V-GUTTER PER DETAILS ON SHEET 2. 75 CONSTRUCT REINFORCED CONCRETE RETAINING WALL TYPE PER SPPWC Sm. 17 37 37 17 14 REMOVE AND DISPOSE OF EXISTING STEEL GUARD POST. ^ PUN 6113 AND DETAILS ON SHEETS 29 AND 11. 0.6 5 S 15' 17 12' 15' S 5' 0,5 V ADJUST SEWER CLEANOUTTO GRADE. 15 REMOVE AND RELOCATE IN KIND INTERFERING PORTION OF EX FENCE TO RAV. 7fi CONSTRUCT MODIFIED TRASH RACK QNCUNED)PER SPPWC STANDARD PLAN 361-2. 55 CONSTRUCT REINFORCED CONCRETE STAIRWAY PER SPPWC SIG.PLAN 6404. CABE A CONTRACTOR TO SUBMIT SHOP DRAWINGS PER SWING 23.3.3. 4'AC ONLY @(WHERE BROWN 9' ERE 1 78 REMOVE AND DISPOSE OF EXISTING CONCRETE DRIVEWAY. ^ ON PIONS) &CONSTRUCT METAL HANDRAIUNGS FOR STAIRWAY,TYPE A PER SPPWC STD.PUN 77 CONSTRUCT 42'HIGH METAL HANDRAWNGS PER SPPWC STANDARD PUN 6064, 2' SHOWN ON Y' .� MIN I 296 2% PUNS) 0 26 2Ya MIN 17 ADJUST MANHOLE TO GRADE 6W-/. TYPE C. 1. 18 AOJUSTWATER METER TO GRADE. &CONSTRUCT REINFORCED CONCRETE RETAINING WALL TYPE IPER SPFWC STD. 3 CURB 1YABONLYWHER 2 CUR 8 3 PLAN 610-1 SIGNING AND STRIPING CONSTRUCTION NOTES: GUTTER SHOWN ONPUNS) GUTTER A 18 ADJU9TVALVE TO GRADE &CONSTRUCTS'WIDE MOW CURB(0'CF)PER DETAIL 4 ON SHEET 2 90 PROTECT IN PUCE ITEM PER PUN. 5 5 5TH STREET 20 ITEM PER PUN TO PROTECT IN PUCE SB REMOVE AND DISPOSE OF EXISTING DRY CONCRETE POND. 91 INSTALL @ SOLID THERMOPLASTIC 39. BIKE UNE UNE PER CA MUTCD LATEST 21 TYPICAL SECTION RELOCATE EXISTING TELEPHONE CABINET. @-EDITION,FIGURE 9C•101(CA),DETAILL 39. SCALE 1=10' S RELOCATE EXISTING IRRIGATION SYSTEM AND REPLANT SLOPES W7 MYOPORIUM@ (I RELOCATE EXISTING CABLE IV CABINET. 24'D.C.B(4)15 GAL TREES-CALIFORNIA PEPPER 92 SANDBLAST EXISTING STRIPINGIAARKING. SHOOSEDW410NPUNSERF &RELOCATE EXISTING SIGN.FINAL LOCATION TO BE DETERMINED ON SITE. REINFORCED CONCRETE RETAINING WALLS GENERAL NOTES: 93 RELOCATE EXISTING SIGN.FINAL LOCATION TO BE DETERMINED ON SITE. 38'CENTERLNE TO PROPOSED RAW WHERE SHOWN ON PLANS 24 RELOCATE EXISTING MAILBOX PER SAN BER14ARDINO COUNTY DPW STD.NO.312. 94 INSTALL C THERMOPLASTIC DOUBLE YELLOW LINE PER CA MUTCD LATEST EDITION, 1. SOIL BEARING VALUE USED IN THIS DESIGN IS 250 PER FOOTINGS BOTTOM SHALL BE AT 25 ITEM PER PUN TO BE RELOCATED BY OTHERS. LEAST 12 INCHES BELOW LOWEST ADJACENT GRADE AND 24 INCHES WADE FIGURE 3A-104(CA),DE TAIL 22 C S 0 ON PROFILE 2fi WATER METER TO BE RELOCATED BY OTHERS. 2 AMINIMUM OF3FEET BELOW EXISTING GROUND SURFACE SHOVED BE OVER EXCAVATED 95 NSTALL 4-THERMOPLASTIC WHITE DASHED-LANE UNE-PER CA MUTCD LATEST @- WITHIN THE PROPOSED RETAINING WALL FOUNDATION. EDITION,FIGURE 3A-102(CA),DETAIL S. 2#5 27 REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK. NOT A PART A SPLIT 3. THE EXCAVATION SHOULD EXTEND AT LEAST 3 FEET OUTSIDE OF THE RETAINING WALL 9&INSTALLV THERMOPLASTIC WHITE FIGHT EDGE UNE PER CA MUTCD LATEST 28 REMOVE,REPAIR AND REPLACE EXISTING TURF LANDSCAPING AND IRRIGATION IN FOUNDATION FOOTPRINTS. EDITION,FIGURE 3A-1 O6(CA),DETAIL 27B. 8'x8'xi6'W/SOUDGROUT KIND. 4. THE EXCAVATION SHOULD PROVIDE AT LEAST 2 FEET OR EQUAL ONE-HALF OF FOOTING I&INSTALL B'CHANNELIZING SOLID THERMOPLASTIC WHITE LINE PER CA MUTCD #i 16'O.C. PEAGRAVEL &REMOVE AND DISPOSE OF EXISTING AC BERM. WIDTH,WHICHEVER IS GREATER OF STRUCTURAL FILL UNDER FOUNDATION BOTTOM LATEST EDITION.DETAIL 38. WRAP3' FILTER FA RI S. OVER-EXCAVATION FOR THE RETAINING WALLS'L'FOOTING CAN BE UMITED TO FOOTING 9B NSTALL TYPE IV(L)THERMOPLASTIC ARROW PAVEMENT MARKING PER CA MUTCD ON CUR FILTER FABRIC &CONSTRUCT RETAINING BLOCK WALL PER DETAILS ON SHEETS 2.12,AND 13 ANO SEPARATE PERMIT PERIMETER WHERE IT IS RESTRICTED BY PRIVATE PROPERTIES AND EXISTING LATEST EDITION,FIGURE 3B-24(CA). -';-1 STRUCTURES. Y 99 INSTALL'SPEED OMIT 40'SIGN(R2-1)PER CA MUTCII LATEST EDITION,FIGURE 28-3. /y" 31 REMOVE EXISTING OBJECT MARKER 6. RETAINING WALL BACKFILL SHOULD BE COMPACTED TO W PERCENT OF THE EQUALLY SPACEDI M 4'DIA.DRAIN c @- LABORATORY MAXIMUM DRY DENSITY. &INSTALL SPEED THERMOPLASTIC PAVEMENT MARKING'40'PER CA MUTCD LATEST \ 32 REMOVE AND DISPOSE OF EXISTING 24'CMP. EDITION. 7. COMPACTION OF BACKFILL ADJACENT TO RETAINING WALLS CAN PRODUCE EXCESSIVE S A � &REMOVE INTERFERING PORTION OF EXISTING RETAINING WALL LATERAL PRESSURES.THE USE OF HEAVY COMPACTION EQUIPMENT SHOULD NOT BE &INSTALL'STOP THERMOPLASTIC PAVEMENT MARKING PER CA MUTCD LATEST WHERE SHOWN 1' 4T HIGH METAL MIN. HANDRAIUNG(TYP.) &REMOVE AND DISPOSE OF EXISTING WOODEN STEPS. PERMITTED WITHIN A HORIZONTAL DISTANCE OF FIVE FEET FROM THE WALL.BACNFlLL EDITION,FIGURE 38-23(CA). BEHIND ANY WALLS WITHIN THE RECOMMENDED 5-FOOT ZONE SHOULD BE COMPACTED PROPOSED B' \ 'STOP SIGN(RI 4)PER CA MUTCD LATEST EDITION,FIGURE 2&7. CURB GUTTER �/\� &SAWCUi W USING LIGHTWEIGHT CONSTRUCTION EQUIPMENT SUCH AS HANDHELD COMPACTORS. 10 INSTALL ,REMOVE EXISTING CONCRETE CURB AND CURB GUI' B. IMPROPER TYPES AND LOCATIONS OF COMPACTION EQUIPMENT ANDIOR COMPACTION 10 INSTALL SIGNAL AHEAD-THERMOPLASTIC PAVEMENT MARKING PER CA MUTCD 8' e\�\ 1-0•6 TECHNIQUES MAY DAMAGE THE WALLS. LATEST EDITION,FIGURE 3B-23(CA). HOWNg M".0 S 10 NST THERMOPLASTIC CROSSWALK PER CA MUTCD LATEST EDITION.SECTION T 9. FILL MATERIALS BEHIND THE WALLS AND PLACEMENT SHOULD COMPLY WITH ®•I ALL GEOTECHNICAL REPORT RECOMMENDATIONS PREPARED BY CONVERSE CONSULTANTS 38.18. LL DATED SEPTEMBER 10,2009. 10@-I�o J NSTALL'TRAFFICSTGNAL AHEAD'SIGN(W3.3)PER CA MUTCD LATEST EDITION. C� Vpu 10. ALLCONCRETE BLOCKS SHALL BE GRADE A.MEDIUM WEIGHT UNITS CONFORMING TO a ASTM COO. &INSTALL 6'THERMOPLASTIC WHITE BIKE LANE INTERSECTION LINE PER CA MUTCD LATEST EDITION,FIGURE 9C-101(CA),DETAIL 39A. 45 1fi'O.C. 11. REINFORCING STEEL SHALL BE ASTM A615,GRADE 60. 10 NBTALL THERMOPLASTIC BIKE UNE SYMBOL AND ARROW PER CA MUTCD LATEST FF BATTER BACKFACE 12 MINIMUM LAP FOR ALL REINFORCING TO BE 48 BAR DIAMETERS. EDITION,FIGURE BC-3(CA). 1'4 ' B. 1'3' °' 25:1 =a 13. ALL CELLS CONTAINING REINFORCING,OR WHERE OTHERWISE NOTED,SHALL BE FILLED lO NSTALL BIKE SIGN Ret(CA)PER CA MUTCD LATEST EDITION SOLIDLY WITH GROUT. 3-11 _ &INSTALL-NO PARKING ANYTIME-SIGN R26(CA)PER CA MUTCD LATEST EDITION. V US A 14. MORTARSHALL CONSIST OF I PART PORTLAND CEMENT,1/4 TO IR PART HYDRATED UME TYPICAL SECTION MATERIAL CONTINUOUS OR USE PUTTY,AND AVOLUME OF SAND NOT LESS THAN 2-12 AND NOR THAN 3TIMES FG ?% BEHIND RETAINING WALL THE SUM OF THE VOLUMES OF CEM04TAND UMES USED. CONCRETE BLOCK WALL RBW#1 THRU#4 AND RBW#9 S SCALE:1=1'-0' NOTES: 15. GROUT SHALL CONSIST OF ONE PART PORTLAND CEMENT,3 PARTS SAND,AND 2 PARTS E 'GRAVEL Reviewed For Code Compliance 4 4'DIA. NOTES DRAIN 1. B.C.AND W ARE PER FOOTING LAYOUT DETAILS. IS. ALL HO.ZONTAL BARS SHALL BE IN CHANNEL OR UNTEL BLOCKS. SEE SHEET 11. 1. ALL CELLS SOLID V41TH GROUT. 17. NO PIPING OTHER THAN CONDUIT SHALL BE EMBEDDED IN THE BLOCK UNLESS mbTk ~a ..unr w 2 SEE SPPWC STD.PLAN 6113(TYPE 2)FOR APPROVED BY THE ENGINEER. Y mr..,vax..,mnx.wex.,s.d awnm, 2 BACKREPORT. REINFORCEMENT DETAILS. PER SOILS REP ORT. 18. FOR CONDITIONS NOT COVERED BY THE DRAWINGS,OR THESE NOTES,CONSULT R-ie-dBy.David 3. ADJUST PEA GRAVEL DEPTH IN FIELD TO 3. SEE SPPWC STD PUN 617.3 FOR WALL DETAILS ENGINEER FOR PROCEDURE. ACCOMODATE WEEP HOLES. I.E.WEEP HOLES,PERVIOUS BACKFILL MATERIAL 17/02/2022 4 B' B' FOOTING STEPS,AND EXPANSION JOINTS. 19. SEE ADDITIONAL NOTES ON TITLE SHEET. 99 P. 3,250 PSI Wl4 20. ALL WALLS SHALL 8E ADEQUATELY WATER PROOFED TO THE SATISFACTION OF THE a Fy = 60,OW PSI C B • FOR RETAINING WALLS R-1 THRU R-4 ENGINEER AS INDICATED IN THE GEOTECHNICAL REPORT. PHASE II LEGEND IN PROFILES, 10903 5 PROFILES,SEE SHEET 11. s RELOAV4ENOED FOR APPROVAL BY: R-1 TO R-4 . FOR RETAINING WALLS R-1 THRU R-4 RETAINING WALL FOOTING TYPICAL SECTION e SCALE:1=2 LOCATIONS,SEE SHEET 9. APPROVEOBY: g g s PUNS PREPARED FOR: DESIGNED BY: BENCHMARK DATE' o j�� De(i0FE5Slgy" A.F. FEfIMIN PRECIApO.OIAECTIXt OFDEVELOPAlEM6E1MCE5'CITY ENGINEER D "T APD -Q�rT.�4 �y THE CITY OF YUCAIPA CS BRASS DISK SET IN TOP OF CURB,BE RETURN YUCAIPA C Y OF YUCAIPA PUSUC MARKS DEPARTMENTENGINEERING OMSION CONSULTANTS,INC. < 60421 = 34272 YUCAIPA BOULEVARD BLV0.851h.0 d " xr ElPIRC$ �y YUCAIPA CA 92399-9950 IXUNM eY. ELEV.=2487.07E FEET e2wE 1 PLANNING.ENGINEERING.CONST0.UCTION MANAGEMENT ¢ 6 J9 24 Ve. C 1 T Y Q F YUCAIPA .IOe N..20101 �oF\ o/ i/� • / / * CONTACT PRECIADO 5TH STREET e MISSION AI EJO,ICIA PARKWAY#1B8 -Al. Ells ,Pr p pF7ECTOROF DtI,FyOPNII•IT SCfiYQJGf�t p MISSION VIEIO, !�A�92692 D7rztrzo2z '4 or'cA 1eo (909)797-2489 -ELKEDSy: _ STREETIMPROVEMENTS e TEE:(949)336-6336 .apticon.com 'Rabih Mahm d,P.E. R.C.E 6047c1 DATE RAL Dale BY REVI:ION: App4 fi""' 0 1 2 3 SECTIONS,DETAILS,AND CONSTRUCTION NOTES 66w,2 aI 17 ABBREVIATIONS STREET IMPROVEMENT CONSTRUCTION NOTES: A.P.N. ACCESSOR'S PARCEL NUMBER PROPOSED FLY 150 VC PHASE II AP ANGLE POINT 1&CONSTRUCT 4'ASPHALT CONCRETE PAVEMENT PER GEOTECHNICAL INVESTIGATION TO ELEVATION PIASTA.21-25.00,PVI ELEV,-2481.84 ASPH ASPHALTCONCRETE REPORT PREPARED BY CONVERSE CONSULTING,INC.DATED APRIL 3,2014. u F u Gr-1.00%,Gp-272% BC BEGIN OF CURVE BCR BEGIN OF CURB RETURN 2aINVCONITIIUCTIYCLASSII CRUSHEDAGGREGATEBASE PERGEOTECHNICAL $ g $^' 8 u u BFP BACKFLOW PREVENTOR ESTIGATION REPORT PREPARED BY CONVERSE CONSULTING,INC.DATED APRIL 2486 a� am p � � s� s� �� BLVD. BOULEVARD 3.2014. ----� ---- - eQ'« ^� �^ ++$ 8$ CB CATCH BASIN - - - -0.501i6- -�_-- PROPOSED FLY CIL CENTER UNE &CONSTRUCT 3'ASPHALT CONCRETE PAVEMENT OVER 12'COMPACTED SUBGRADE. 2482 - �' $'^ m TC ELEVATION j CONC CONCRETE u OWY DRIVEWAY &CONSTRUCT 8'CURB 8 GUTTER PER SAN BERNARDINO COUNTY DPW SAD.NO.115. EC END OF CURVE C ( )2478 ONSTRUCT 8'CURB PER SPPWC STANDARD PLAN 12M12 TYPE A1-0 2D0. rn ! $� c�u ECR END OF CURB RETURN a $ 4 2476 Fry R T EHYDRAN &CONSTRUCT V PCC SIDEWALK PER CITY OF YUCAIPA STD.DWG.NO.1154 TYPE'B' 2474 _---- _ -2�%� / 7 HP HIGH POINT ('MDTH PER PLAN). _ 2.16% / N 0 T A PART - " $ __ 8~__ 2472 MED MEDIAN B&REMOVE AND DISPOSE OF EXISTING 12 CMP. o -2�2%� MH MANHOLE -228% J^\ \ $8 DO MIDDLE OF CURVE a EXISTING FINISHED SURFACE w �� -278% ' \ $ N NUMBER 7 CONSTRUCT MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY OF YUCAIPA .;Z d.9 $ @ STREET ETC 8^ �� \ 6�M 2468 STO.DWG.NO.110-0 ANDAND DETAILSON SHEETS B,7AND B. - oo \ NLY NORTHERLY 2486 LU -----__ g _ OC ON CURVE /� _ N 'm q'f�, 8'. PCC POINT OF COMPOUND CURVATURE (&CONSTRUCT MODIFIED ORIVEWAYAPPROACH PER CITY OF YUCAIPA BID.DWG.NO. N m -_----g -------------- ------ o m ail 2464 109-0AND DETAILS ON SHEETS 7AN08. H PIL PROPERTY 2482 Z W PP POWER POLE &SAWCUT AND REMOVE EXISTING PAVEMENT(V MIN). ..I W --_ R-1 RETAINING WALL NO.I 2 4n -- 8 RBW RETAINING BLOCK WALL 8 - 10 REMOVE AND DISPOSE OF EXISTING CONCRETE RETAINING WALL WITH FENCE. 2478 - --- a c^ RW ROAD ---- -- -_-_-------- -------_---i--- --- - _ --- -C-- - __-_-- "- -8� -------- - - -"IEXI FlMSHEO SURFC 2476 NING CON ETEWALL11 RELOCAIE EXISTING AIRVAC,FlNAL LOCATION TO REDETERMINED ON SITE. '-- STING A E RAV RIGHTOF-WAYCR2g74 - @STREETCENTER UNE ST-YSOUTHERLYSPPWC STANDARD PLANS FOR PUBUC WORKS tt REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT. 8'°Y7 2472 CONSTRUCTIONEXISTINGWLY _ $* N ST STREET 13 EXTEND FIRE HYDRANT SERVICE LINE TO NEW HYDRANT LOCATION AND INSTALL TC ELEVATION _ - a 24� STA. STATION NEW HYDRANT PER YVWD W9 OR W9A 2486 -I _--_ _ y= TC TOP OF CURB TOE STATION OF SLOPE 14 REMOVE AND DISPOSE OF EXISTING STEEL GUARD POST. IS TOP OF SLOPE - Z W 2464 15 REMOVE AND RELOCATE IN KIND INTERFERING PORTION OF EX FENCE TO RN.. 2482 ___^- --------------._- � y TSW TOP OFSWND WALL W WIDTH 16 REMOVE AND DISPOSE OF EXISTING CONCRETE DRIVEWAY. -------------- ---- F TIRON 2478 -'- WI WROUGH _i----- WM WATER METER 17 ADJUST MANHOLE TO GRADE. --_--_--_ VHC VARIABLE HEIGHT CURB 2476 &ADJUST WATER METER TO GRADE EXISTING WL 2474 ---_- _ ----- �TC ELEVATION 19 ADJUST VALVE 70 GRADE. __ 2472 --- _ 20 TEM PER PUN TO PROTECT IN PUCE. _ 2468 2/ RELOCATE EXISTING TELEPHONE CABINET. J 22 RELOCATE EXISTING CABLE TV CABINET. NOTA PART I 17 RELOCATE EXISTING SIGN.FINAL LOCATION TO BE DETERMINED ON SITE. SCALE 24 RELOCATE EXISTING MAILBOX PER SAN BERNARDINO COUNTY DPW STD.No.312. --_-_- HORIZTAL:1"= VER ON 4V TICAL: 25 ITEM PER PLAN TO BE RELOCATED BY OTHERS. 19+00 20+00 21+00 22400 23+00 24+00 25+00 26+00 27+00 26 WATER METER TO BE RELOCATED BY OTHERS. 4 PHASE II Reviewed For Code Compliance 27 REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK. SEE SHEET 7 FOR PRNATE I 2B PROPERTY CONSTRUCTION a nmewn p.Ac mma REMOVE,REPAIR AND REPU TU RF mesn,,.a,me. KIND. - 031901721 \ 031901326 pp 031901223 I 1q =•'••'w^'b�' &REMOVE AND DISPOSE OF EXISTING AC BERM. `'4CE�i?;, 12 12 8 Reviewed By:Oevid FnAd6 „TEA-Pi{,,IIc SEE SHEETS 14701I - ewy.,eTi &CONSTRUCT RETAINING BLOCK WALL PER DETAILS ON SHEETS 2,12,AND 13 AND _ FULL 50, a FOR RETAININGWALL B 30 gg 12/02/2D22 SEPARATEPERMIT. ^ I CONSTRUCTION I ^ `w J 1VEA FNTO I # 31 REMOVE EXISTING OBJECT MARKER � NOTA PART (� IFR 11 12 49 \ c - - 32 REMOVE AND DISPOSE OF EXISTING 24 CMP m Pf 1- t -�1.. --- EL CfPI' - - ( --� ( P.P. 5 W-5'S0 &REMOVE INTERFERING PORTION OF EXISTING RETAINING WALL —r 2A 12 u 4 �- .'�C) �' 25 2°b SLOPE •-\: ar _ t T72153 REMOVE AND DISPOSE OF EXISTING WOODEN STEPS. ki (&SAWCUT.REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND CURB GUTTERS 4~2 D \2.� 35 -.••_pld + ~\ I �� _t.C29 3 22 7624 1 2 \2515anePtE_. dQ W &REMOVE AND DISPOSE OF EXISTING TREE. ru o W 01 9 "' CT TQ� ,-I 0 - -" - _ - LIMRS OF -� 9' 37 REMOVE AND DISPOSE OF EXISTING CONCRETE HEADWALL 2 W I Z 9 �. C' I �-,) ., 541 PHASED r�'. ^' J W J W - - -- " CONSTRUCTION aREMOVE AND DISPOSE OF EXISTING CONCRETE PEDESTAL U O U 0 &REMOVE AND DISPOSE OF EXISTING CATCH BASIN. EMOVE AND DISPOSE OF EXISTING 48 CMP LLT "0 w Et. ��i- 1... ��D FI / 7 7„ALE 1 I ! ` 511J1 i:t,Lh.'a `C CVRE o I� J_ 2U I _ MOVE AND DISPOSE OF EXISTING GRAIN MANHOLE. 1.. 0 N 1\ 40 R - TELEPNOI,E . I - ry I AIIHOLF \— 42 REMOVEMDDISPOSE OF EXISTING CONCRETE CROSS GUTTER C' v - &RELOCATE EXISTING CABLE N PULL BOX a14 REMOVE AND DISPOSE OF EXISTING CONCRETE STEPS. 071814270 I 07181435E 03181 d750 \ &CONSTRUCT 6'AC BERM PER SPPWC STD.PUN 121-2 TYPE D2-0. \ NOT A PART &REMOVE AND SALVAGE TO CITY OF YUCAIPA EXISTING SIGNS. 47 CONSTRUCT 6'CONCRETE CURB PER SPPWC STD,PLAN 120.2 TYPE A1.6(150). &REMOVE AND DISPOSE OF WOODEN RAILROAD TIES. 52 CONSTRUCT CROSS GUT TER PER SAN BERNARDINO COUNTY RD STD.PLAN 119. $ PAVING LEGEND UTILITY LEGEND 49 CONSTRUCTS'CONCRETE PAVEMENT PERSPPWCSM.PLAN134-2. 4 CURVE TABLE 53 CONSTRUCT 3'Y10E CONCRETE VGUT ER PER DETAILS ON SHEET 2. E ELECTRICAL LINE &CONSTRUCT CURB RAMP PER SPPWC STD.PUN 1115 CASE D.TYPE 1,SEE DETAIL 1 N2. ANGLE LENGTH RADIUS TANGENT ON SHEET 2 AND AS SHOWN ON PLANS, P+ LIMITS OF NEW ASPHALT PAVEMENT SECTION G GASUNE 1 90'00'00' 18.85 1200' 1200' &ADJUST SEWER CIEANOUT TO GRADE. S SEWER LINE 2 3VOR46' 17.09' 37.50' B.76' S5 CONSTRUCT REINFORCED CONCRETE STAIRWAY PER SPPWC STD.PUN 640.4. 51 CONSTRUCT CURB RAMP PER SPPWC STD,PUN 111,1 CASE A,TYPE 6,AND AS SHOWN ON PUNS. 9n UMITSOFASPHALT PAVEMENT REMOVAL Sp STORM DRNN UNE &CONSTRUCT METAL HANDRAIUNGS FOR STAIRWAY,TYPE A,PER SPPWC STD.PLAN e7 / WATERLINEQ N PHASE II W S 606-4. ^�� PROJECT#:10903 V CONSTRUCT REINFORCED CONCRETE RETAINING WALL TYPE 1 PER$RPM STD. s PLAN 610-3. REDO6AIENDED FOR APPROVAL BY. 40' 0 40 BIT 120' r &CONSTRUCT 6'VADE MOW CURB M'CF)PER DETAIL 4 ON SHEET 2 DATE: 59 REMOVE AND DISPOSE OF EXISTING DRY CONCRETE POND. SCALE:1•=40' APPROVED BY: g 4 PLANS PREPARED FOR: DESIDBY: BENCHMARK DATE' ; J��57^ p'0FE5$/,, A.F.pF, FERAIW PRECWDO,gRECTOR OF DEVELOPMEMSEMACES'CItt ENGINEER - '(�y6i'/l0� APD �q"CA,4'�e THE CITY OF YUCAIPA CSBRASS DISK SET IN TOP OF CURB,SE RETURN YUCAIPA CRYOFYUCNPAPUBUCKaatSDEPAR—WENGINEERINGDMSION 34272 YUCAIPA BOULEVARD DRpL.pI By. BLVD.851h ST. g CONSULTANTS,INC. a YUCAIPA,CA92399-9950 ELEV,=2487.078FEET CITY OF Y U C A 1 R A OBNA.2D101 BWLw PLANNING.ENGINEERING.CONSTRUCTION MANAGEMENT ¢ V.B. q ,/ 5TH STREET g 23052-H ALICIA PARKWAY#388 6� „D� • # 0RCFD PERSON: SERVC SUTYEDO MISSION VIEJO, CLd 92692 /`/-'_o! /Tc 07272022 ��`� ��Y�i1'�TEE:(949)336-6336 www..PaaeA•.em (909)797-2489 cHEOREDBY: STREET IMPROVEMENTS �1 ' Rabih Mahmoutl,RE, R.C.E.604Z7 DATE RM. Dale 11 REVISIONS aPP'4 Ste' 0 1 2 3 STA,18+50.00-STA.27+50.00 bNee1 4 a1 17 5 -C ABBREVIATIONS STREET IMPROVEMENT CONSTRUCTION NOTES: PHASE II A.P.N. A O PARCEL NUMBER AP ANGLENGLE POINT &CONSTRUCT 4-ASPHALT CONCRETE PAVEMENT PER GEOTECHNICAL INVESTIGATION ASPH AS CONCRETE REPORT PREPARED BY CONVERSE CONSULTING,INC.DATED APRIL 3,2014. L=38.96' BC BEGIN OF CURVE ¢'-- O.C. SCR BEGIN OF CURB RETURN &CONSTRUCT tY CUSS II CRUSHED AGGREGATE BASE PER GEOTECHNICAL NOT A PART BFP BACKFLOW PREVENTOR INVESTIGATION REPORT PREPARED BY CONVERSE CONSULTING,INC.DATED APRIL BLVD. BOULEVARD 3.2014. 150'VC L=3.C. o$_ CIL CATCH ENTER ASIN UNE &CONSTRUCT 3'ASPHALT CONCRETE PAVEMENT OVER I2'COMPACTED SUBGRADE. CONPVI STA.29.75.00,PVI LEV=2d60.51 O.C. z CA CENTER UNE 200%, .34% PROPOSED FLY DWY CONCRETE ^ EC DRIVEWAY &CONSTRUCT e'CURB 8 GUTTER PER SAN BERNARDINO COUNTY DPW ST0.N0.115. LPT.STA 29.78.13, EV.=2461.23 `�� TC E�1/ATION m L�� r LL LL ' 'S w $ EC END OF CURVE 2472 2472 ECR END OF CURB RETURN &CONSTRUCT 8'CURB PER SPPWC STANDARD PLAN 110-2 TYPE Al-0(200). u ru uu u & 8F $n z 2.56x -I= K S- 0 8 $g-- ----x u EX Ewsnec > u r m - n ---_-� FH FIRE HYDMNT &CONSTRUCT 4'PCC SIDEWALK PER CITY OF YUCAIPA STD.DWG.NO.115E TYPE-B' 2468 $ S. r r u u L° 8,�- 8 '' ,^o n `�v 1�_02% 050% I` ,---� �--- DTH PER PLAN). 8r $ $ $$ �l w 1. -- - -- 2468 HP HIGH POINT (W7 Sa $ S„'{, $ $ 8 n 8~ N a .vv 8 "q "v `SY7�6 1.82Ye MED MEDIAN '��%� A= r fir'' $ r-1 g.' ,' a '3 w• w - MH MANHOLE &REMOVE AND DISPOSE OF EXISTING 12'CMP. 2464 -1.50% `' R'$ Fi ry R H � 06% '� I 2464 MOC MIDDLE aF CURVE - TAN NUMBER &CON TAN STRUCT MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY OF YUCAIPA TAN -296% WILY I SM.DWG.NO,I10-0 AND AND DETAILS ON SHEETS 6.7 AND S. LY NORTHERLY 2460 ^ - 258% Y.30% 2460 OC ONNT OF &CONSTRUCT MODIFIED DRIVEWAY APPROACH PER CITY OF YUCAIPA STD.DWG.NO. PORTION OF 125'VC CU PAC POINT CURVATURE � I 109-0AND DETAILS ON SHEETS AND 8. PVI STA.29+62.50,PVT ELEV.�461.03 pp PROPERTY LINE PP POWER POLE CUT.STA 29.65.79 ELEV.7461.62^ --- - - &SAWCUT AND REMOVE EXISTING PAVEMENT I MI T a (0.87%) r - _ 8" 81 8_ R-, RETAINING WALL NO. ( N✓ FINISHED SURFACE g„^, 8 RBW RETAINING BLOCK WALL 22472 468 $ oe 2472 RD ROAD 10 REMOVE AND DISPOSE OF EXISTING CONCRETE RETAINING WALL WITH FENCE. RW RETAINING CONCRETE WALL 8'v- >; --- e _ -- 11 RELOCATE EXISTING AIR VAC.FINAL LOCATION TO BE DETERMINED ON SITE. Q m. w g 11 RNY RIGHT-OF-WAY F W $m ------ - ------------- ------------------_ 2468 SLY SOUTHERLY 1n S - 8`Y 8 8 v� 8 0 $^ S m - - SPPWC STANDARD PLANE FOR PUBLIC WORKS 12 REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT. W --- $� 8' ------ CONSTRUCTION 2464 z W __- -f.fi7% �'� a'�rv � " ,�. ------------- ,3 EXTEND FIRE HYDRANT SERVICE LINE TO NEW HYDRANT LOCATION AND INSTALL -J W 1.37% -- 2464 BT STREET _co _ v �'= ----- STA STATION NEW HYDRANT PER YNND WA ORW-SA. N O T A PART TC TOP OF CURB 14 REMOVE AND DISPOSE OF EXISTING STEEL GUARD POST. 2460 H 246D TOE TOE OF SLOPEm TS MP OF SLOPE & PHASEII 43.56' PROPOSED WLY TSW OP OF SWND WALL 15 REMOVE AND RELOCATE IN KIND INTERFERING PORTION OF E)LFENCE TO RAY. O.C. TC ELEVATION F W WIDTH 16 REMOVE AND DISPOSE OF EXISTING CONCRETE DRIVEWAY. r ,50'VC uu� m tm9 u t° a o' WI WROUGHT IRON 2472 u u u u ~ 8�' 2472 VH VARIABLETEM TER EIGHT CURB z PVI STA.Z9«75.00,PIA LEV.-2460.97 m ^~ g ~ 8 C i17 ADJUST MANHOLE TO GRADE. v 1.12-A --.DO% m m TAN g R 8 8'�,yid -.LPT.STA 29+538 EV.246151 }� --_��' __. _ � � 18 ADJUST WATER METER TO GRADE. 9r 6 m u 2468 8^ m r "' •• 0.73X 084% 098% Dfi4%/ -�---1-1 _-. 2468 s$ s- s s a si^< 1I74% ---- - ------ _ a 8 m 8 " 1 19 ADJUST VALVE TO GRADE. 2464 - --_ 1% - N 'SN $^. :6t S - m m.32%N _1.7�%�'V '�v" (0'v" �`P 8� 1.56N' 1�% -� me �~ �� y ~q 2464 &ITEM PER PUN TO PROTECT IN PLACE. v « _ 21 RELOCATE EXISTING TELEPHONE CABINET. 2460 '2460 &RELOCATE EXISTING CABLE N CABINET. L=23.56' O.C. N O T A PART] 27 RELOCATE EXISTING SIGN.FINAL LOCATION TO BE DETERMINED ON SITE. 28.00 19i00 30+00 31 SCALE 2d RELOCATE EXISTING MAILBOX PER SpN BERNARDINO COUNTY DPW STD.NO.],2 HORIZONTAL:1"=40' j VERTICAL:1"=B' 25 TEM PER PUN TO BE RELOCATED BY OTHERS. 3_-._-_-- PHASE I I � �� 33+00 34.OD 35.00 36+00 26 WATER METER TO BE RELOCATED BY OTHERS. SEE SHEETIFORPRIVATE 27 REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK. SEE SHEET 9 FOR I PROPERTY CONSTRUCTION a Z 28 REMOVE.REPAIR AND REPLACE EXISTING TURF LANDSCAPING AND IRRIGATION IN .�� DRAINAGE IMPROVEMENTS > NOT A PART KIND. ---� ?_ .. &REMOVE AND DISPOSE OF EXISTING AC BERM. 9 4 16 "aLh- IL- u fC•,V^9," Q .- &CONSTRUCT BLOCK WALL PER DETAILS ON SHEETS 2,12,AND 13 AN0 SEPARATE PERMIT. 4' D.IDEWALK f1 I L% `o 31 REMOVE EXIsnNG OBJECT MARKER 37 ' t'U nIf11Tc - 37 �s 5 2%SLOPE OTAL \ P. a, 15 Pp (c,d,6f,Ic f -11 5 - �ET 32 REMOVE AND DISPOSE OF EXISTING 24'CMP. 27 W-5' 124�3-71 F1 J i,:LL - 23 r3/1` IR_. I hi �. __ 51 '4 O Vd-5' - ' PY &REMOVE INTERFERING PORTION OF EXISTING RETAINING WALL �J ry i u e SCOPE 27 2 3's � J> 24 � j'27 Y.;CLl1FE, LAr' I &REMOVE AND DISPOSE OF EXISTING WOODEN STEPS. } 1 Z .-. L�`� 13`' , `- -, � -.y"�` - "' � - " ,^I,- SAWCUT,REMOVE AND DISPOSE OF EXISTING CONCRETECURB ANDCURBe 14 u .� r i, 'yam3 II iTRS till 1 &GUTTER 3 26 ,9 l p 2 =F T `F r 25 P i 5TH STREET �_ 29 ^� �`.- _ UNITS OF �`-�, i 2463.47FL 32' 1G 1t 73 CHF.Fr?I7f'.Er &REMOVE AND DISPOSE OF EXISTING TREE. 11 M10 - N"1 3 00 � PHASEII.-_f... _ HAS .tP.oi � -- __- - W F c F� LIMRS OF `�, - - [ ,g 1 �- 3 35 70 12 - 1AA CH EX - 37 EMOVE AND DISPOSE OF EXISTING CONCRETE HEADWALL M LU PHABE It „`.`�� 17 2e 7 CONSTRUCTION \ ,_ zo t _ t '111, z4 z9 . pr 1.4oa.aTB-4u,69Ap- _ ... ` � \ �.� ( \:"` - ! 38 REMOVE AND DISPOSE OF EXISTING CONCRETE PEDESTAL x CONSTRUCTION 3 31'\� 9�\ t\..' {� / / - ,D ,_ ...:> e=_an 20 &REMOVE AND DISPOSE OF EXISTING CATCH BASIN. :� -- I - d --(- --- I, Reviewed For Code Compliance 11 REMOVE AND DISPOSE OF EXISTING 46 CMP. (c _ REMOVE AND DISPOSE OF EXISTING STORM DRAIN MANHOLE. UJ +,,,.,a*'ey ,+,"s,., .,,w,m,++vuw,.ea 42 REMOVE AND DISPOSE OF EXISTING CONCRETE CROSS GUTTER r 0 ,.I6:4 LIUI R°vrewed By:Dared Fmd6 c' I a,ww RELOCATE EXISTING N NGCABLEPULLBOX _-- I- LJ3 W ` 12/02R022 43 (7) $UNITS OF PHASE II I A J W &REMOVE AND DISPOSE OF EXISTING CONCRETE STEPS. 75 - PR 7FL=. , CONSTRUCTION 16_ - ' LINE Q � &CONSTRUCT 6'AC BERM PER SPPWC STD.PUN 121-2TYPEDM. &REMOVE AND SALVAGE TO CITY OF YUCAIPA EXISTING SIGNS. E NOT A PART o LL•I.P,I 1 47 CONSTRUCT6'CONCRETE CURBPERSPPWCST0.PLAN 12M12 TYPEA1.6(IM). ^1 ' I &REMOVE AND DISPOSE OF WOODEN RAILROAD TIES. C+ STORM DRAIN CONSTRUCTION NOTES: 52 CONSTRUCT CROSS GUTTER PERSANBERNARDINOCOUNTYRDSTU.PLN119.A $ PAVING LEGEND UTILITY LEGEND as CONSTRUCT8'CONCRETEPAVEMENTPERSPPWCSM.PLAN134-2 g CURVE TABLE ®CONSTRUCT 6'HIGH CHAIN LANK FENCE AND GATES PER SPPWC STD.PUN600J. 53 CONSTRUCT 3'WIDE CONCRETE VGU 7ER PER DE TAILS ON SHEET 2. E ELECTRICAL LINE &CONSTRUCT CURB RAMP PER SPPWC BID,PLAN 111E CASE D,TYPE I,SEE DETAIL No. ANGLE LENGTH RADIUS TANGENT //�� ON SHEET 2 AND AS SHOWN ON PLANS. LIMITS OFNEWASPHALT PAVEMENT SECTION G GAS LINE1 8VD524' 38.44' 25.D0' 24.18 S5 l:l'VOJUST SEWER CLEANOUT TO GRADE. S SEWER LINE 2 B9'16.46- 38.95 25.W 24.69' CONSTRUCT REINFORCED CONCRETE STAIRWAY PER SPPWC STD.PUN 6404 51. CONSTRUCT CURB RAMP PER SPPWC STD.PUN 1114 CASE A,TYPE 6,AND AS o PHp 3 90.00W 23.W 15.00' ISM- SHOWN ON PLANS. ED LIMITSOFASLT PAVEMENT REMOVAL STORM DRAIN UNE 4 90'00'00" 2356' 15.00' 15.00' &CONSTRUCT METAL HANDRAILINGS FOR STAIRWAY,TYPE A.PER SPPWC STD.PUN W WATERLINE 6064. N �- PHASE II /� I` PROJECT#:10903 lJ ry CONSTRUCT REINFORCED CONCRETE RETAINING WALL TYPE 1 PERSPPWC STD. _ PLAN 6163. RECOMMENDED FOR APPROVAL BY: &CONSTRUCT 6'WIDE MOW CURB(0-CF)PER DETAIL 4 ON SHEET 2. 40 0 40' 80' 120' DAME. &REMOVE AND DISPOSE OF EXISTING DRY CONCRETE POND. SCALE:1'=40' APPROVED BY: 3 PLANS PREPARED FOFl: DESIGNED BY: BENCHMARK DATE' x O p(IOFE$$Ipbq AF. FERMIN PRECIADO.WRECTOR OFOEVELOPMEMSERVICE&CITY ENGLYEER D:QAI/I��O E CCU APD ,Y��-F' MFHyo fyz THE CITY OF YUCAIPA BLVD. 5M9TKSETIN TOP OF CURB,BE RETURN YUCAIPA O CFYUCNPApUBl1CWMKG PM7MENTENWNEEPoNG DM510N &LW 6. CONSULTANTS,INC. Wz Bwx1 0,., 34272 YUCAIPABOULEVARD DRAµN BY; ELEV.=2487.07E FEET CITY OF YUCAIPA ATBNa.20101 Q PLANNING.ENGINEERING.CONSTRUCTION MANAGEMENT EXPIRES y^ YUCAIPA,CA 92399 9950 V.B. 6/30/24 # CONTACT PERSON:FERMIN PREDIADO 5TH STREET 23052-H ALICIA PARKWAY#188 �� MISSION VlElO, CA 92692 O7ntrz022 �9? CMAp OFECT�OFDET/13�A�1T5ERVISCITYF7JC�ffi6 s TEL:(949)336.6336 w pdm....R1 of uL11a (909)797-2489 cHECKEoer: STREET IMPROVEMENTS r RaWh Mahmoud,P.E. R.C.E.SMZ1 DATE RM. &7 By RETASIONS App'd 51''t'' 0 1 2 3 STA.27+50.00-STA.35+08.77 6M1o1 5 01 17 5 �mnisoF -LIMITS c STREET IMPROVEMENT CONSTRUCTION NOTES: L 'arlC ilhN GJt iRII TIJ": &REPORT CT PREPARED B CONVERSE CONSEMENTPERGEOTEAPFUL LI2014.INVESTIGATION a CONSTRUCT CURBAS AMP PER SHOWN ON SPPVVC STD.PLAN 7115 CASED.TYPE I,SEE DETAIL REPORT PREPARED BY CONVERSE CONSULTING,INC.DATED APRIL 3.2014. ON SHEET AND AS SHOWN ON PLANS. C L tE 2 T \\1S 1 atl5<P '' - f N7FACTOR TO GRt D'c 12f8% !24E I A,! (:4 ENO FF'/qt hS hEC[S APi T"i�- 2�CONSTRUCT I2'CLASS II CRUSHED AGGREGATE BASE PER GEOTECHNICAL 51 CONSTRUCT CURB RAMP PER SPWJC STD.PLAN 1115 CASE A.TYPE 6,AND AS ` I IVC' 'A6 ' F 24P TllMATCH E.4.ELE ATI C 1' - - - - - - -- INVESTIGATION REPORT PREPARED BY CONVERSE CONSULTING,INC.DATED APRIL SHOWN ON PLANS. fFSIO'CF LL11i5Gr L48'a. 0 rL1.111'OF ,� R<95101 .FACIb t, T' a353t T11/%.a °,TA 4B2 aI TS 7,2014. t 411F; CfV'CI 21.a6c9 ..eta, dae�31 � r<fiDsl ,,.7e9,1 �1 'I L rs!,, :., _ 52 CONSTRUCT CROSS GUTTER PER SAN BERNARDINO COUNTY RDSTD.PLAN 119. I, 1__ III VVVVVV - _ .. /1, 31 - 432-FS F3 v.CONSTRUCT 3'ASPHALT CONCRETE PAVEMENT OVER I2'COMPACTED SUBGRADE. 's191 TF ONSTRUCT 3'WIDE CONCRETE V•GUTTER PER DETAILS ON SHEET2. `._ -- --- "-- '� - \.)4� g2.t9 - pe+;u -JItS �G�_ - '+ &CONSTRUCT 8-CURBS GUTTER PER SAN BERNARDINO COUNTY DPWSTD.NO.115. i L.ae1 2- JI eiem \ 't87.5a1 _-.. DJUST SEWER CLEANOUT TO GRADE. Y 53 C 54 A a - 1 CONSTRUCT B'CURB PER SPPWC STANDARD PLAN 12P2 TYPE A11(205). & &CONSTRUCT REINFORCED CONCRETE STAIRWAY PER SPPWC STD.PLAN 640-4. -> - --- - ---- -- - - -"'- ------ �n F,- - -- --- -- &CONSTRUCT4-PCC SIDEWALK PER CITY OF YUCAIPA STD.DWG.NO.1150 TYPE'B- RIM ,. (WiDTI1 PER PLAN). &CONSTRUCT METAL FIANORNLINGS FOR STAIRWAY,TYPE A,PER SPPWC STD.PLAN 606-4. «. _.:I - &REMOVE AND DISPOSE OF EXISTING I2'CMP. &CONSTRUCT REINFORCED CONCRETE RETAINING WALL TYPE 1 PER SPPWC STD. 00 " - _ - - - &CONSTRUCT MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY OF YUCAIPA PLAN 610J, t STO.DWG.N0.1IM AND AND DETAILS ON SHEETS 6,7AND 8. m Jr3s I ---- I`�J "'.,, :�� ,\ 1'�t 'r) W &CONSTRUCT 6'WIDE MOW CURB(0'CF)PER DETAIL 40N SHEET 2. &CONSTRUCT MODIFIED DRIVEWAY APPROACH PER CITY OF YUCAIPA STD.DWG.NO. „�r _.-. _...W -I - - -.-L--I__._- -.. - - -_. 1.. --F -�F _____-_ - - N 3O / 1D95AND DETAILS ON SHEETS 7 AND 8. &REMOVE AND DISPOSE OF EXISTING DRY CONCRETE PDND. _NI... W � W LIA!IiS OF 5TH STREET R-W vSAWCUT AND REMOVE EXISTING PAVEMENT(I-MIN). SeA RELOCATE EXISTING IRRIGATION SYSTEM AND REPLANT SLOPES W)MYOPORIUM@ =W MATCH ASFHALT m 240.C.8(4)15 GAL TREES-CAUFORNIA PEPPER U -- ((('''41TCII - I.'ATCH : - F IW 10 REMOVE AND DISPOSE OF EXISTING CONCRETE RETAINING WALL WITH FENCE. E?I�TRIG CONSTRVCTICII - I_ MAT'Tt NOT A PART , �E R c P t G" c STORM DRAIN CONSTRUCTION NOTES' 4 t 6 TCt,CF 6, C.. 78.9-C Nn 7a L (DRELOCATE EXISTING AIR VAC.FINAL LOCATION TO BE DETERMINED ON SITE 7 __ 244(98 FL _ I 7 - 247E.IFL F EMOVEAND DISPOSE OF EXISTING ASPHALT PAVEMENT. 64 CONSTRUCT 6'HIGH CHAIN LINK FENCE AND GATES PER SPPWC STD.PLAN 600-3. 12 R 47 6"FL daJS �I 04 ..094°4 F 6 17 NEW EXTEND RANTIRE PERANTSERVICE-9O W-9A.INE NEW HYDRANT LOCATION AND INSTALL NEW HYDRANT PER YVWD W4I OR WAA 1/REMOVE AND DISPOSE OF EXISTING STEEL GUARD POST. - - -- \ `EX CURB Al0 11 .ab'11G 2=7( 5..NIi T .dri n3 - `-E;t SDEWALK GUTTER,TO REVPM F FS /R FS FS � 15 REMOVE AND RELOCATE IN KIND INTERFERING PORTION OF EX FENCE TO R/W. TO REMAIN LIMITS OF J LIMITS CF CON:: CGNSTRUCTION CCNCTFUCTIO!d i6 REMOVE AND DISPOSE OF EXISTING CONCRETE DRIVEWAY. c!�• 17 ADJUST MANHOLE TO GRADE. Reviewed For Code Compliance 18 ADJUST WATER METER TO GRADE. PHASE I I 19 ADJUST VALVE TO GRADE. 20 ITEM PER PLAN TO PROTECT IN PLACE 21 RELOCATE EXISTING TELEPHONE CABINET. ReWewred By:David F,edbav CONTRACTOR TO GRADE AS 20.19' RC 0 CONTRACTOR TO GRADE AS �02/2022 NECESSARY TO MATCH EX. 12 49 NECESSARYITO MATCH EX &RELOCATE EXISTING CABLE TV CABINET. SEE SHEETS 14 TO 17 FOR ELEVATIONS 73•\� .\ ELEVATION 23 RETAINING WALLS 5 AND 6 \ 1 RELOCATE EXISTING SIGN.FINAL LOCATION TO BE DETERMINED ON SITE \; 2/ RELOCATE EXISTING MAILBOX PER SAN BERNARDINO COUNTY DPW STD.NO.312. CONSTRUCTION \�\�2- 2474.5,TW g - 2473.52 AC I r 25 ITEM PER PLAN TO BE RELOCATED BY OTHERS. 4 30 2469.85 TF u AGAYCF 24 O X a�i -- -' pC 2474 fi7 TW a 2fi WATER METER TO BE RELOCATED BY OTHERS. 2 BEG RW851END CURB(TYPICAL) _� ! 2 .9 AC L' m r 4 246898 TF \ 4 BW NGN�F- 27 REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK. .46E 47366 0 5+70.6-49fi' 1 S 1111 94662LT A99REVIATIDNS AC `�% 247467 TW(24741D FS) �'" ND RBW IRICURB BEGI 4 28 REMOVE,REPAIR AND REPLACE EXISTING TURF LANDSCAPING ME)IRRIGATION IN 9-11'TREADS - �.2\ & AP.N. ADCESSORS PARCEL NUMBER 2476.68 TW,2472.58 TC 2467.30 TF •'o;. 466 83 MING,2466.16 FS1 64 KIND. t6 tip' 1 AC.2 NG (2474,13) '. .2471.B6 TW,2465.16 TF- ..aJ FS 'S 3/71.91 AC.2d69.98 TF 2488,82 FS \ + 6 T BC BEON OFAP ANGLE NT ' 2/74.OSFS- 6�7406-]e LT 'd�� I ®'REMOVE AND DISPOSE OF EXISTING AC BERM. 2 6' i2 7A � 24 111 �1 3 I� /3 -.• ,'2466.59 FS BC BEGIN OF CURVE - W _ _ NG )-T 247d.001W/AP 4 a 8 0- _ _.-2d8770 TF �� _ 2467A2 BW \ 4 2471,fi6 TN/pp &CONSTRUCT RETAINING BLOCK WALL PER DETAILS ON SHEETS 2,12,AND AND SCR BEGINOFCURBRETURN \ b - - - - m 2 68.466 9 TTC BIFFLV BOULEVAR PREVENTOR # -246B:37B I SEPARATE PERMIT. 4 \ 2165.1fiTF BLVD. BOULEVARD 11 08 b I 'A \ 31 REMOVE EXISTING OBJECT MARKER CB CATCH BASIN f� \'' & CA CENTER UNE CONC CONCRETE 47 8 25M069-38'LT - AP 47 Bfi 7W 10' - &REMOVE AND DISPOSE OF EXISTING 24'CMP. DWY DRIVEWAY \\ 2d70,40 FL 47668 TW/ - 247534TW T� 17 r`2466.89246690 2471.01 BWAP w 2474.67TW BO TC ?TC 2465.83TF 465 T &REMOVE INTERFEAING PORTION OF EXISTING RETAINING WALL EC ENO OF CURVE No 2468.58 BW 246847 BW , 2467.57TC 2dfi522 FL g ECR END OF CURB RETURN 0 n .2469.S5TF �0 :4 246672FL IT, C.D _ I 2Q0:70 FL ,�' 2467.70 TF 246730TF ,�f 1'CF '4d6@,S9:FL - 1SF &REMOVE AND DISPOSE OF EXISTING WOODEN STEPS. EX EXISTING r ! - L} FH FIRE HYDRANT mx N '^1i N rV SAWCUT MOVE AND DISPOSE OF EXISTING CONCRETE CURB AND CURB B HP HIGH POINT Z j �::. � :.'J. EP N I C 7 � 468 ��2466 7 - W- &GUTTER� WED MEDIAN 0 -0 00 5,00 _ - f J m -_I--- _ {-- - .. I I LIMITS - - EP__._I_- EP ZiFJ Z W &REMOVE AND DISPOSE OF EXISTING TREE. H MI OLE J MOC MIDDLE OF CURVE U W -. - _ -_ .: - OF PHASE II - LIMBS OF 2 W N NUMBER ~W 5TH STREET ASPHALT lU-- 37 REMOVE AND DISPOSE OF EXISTING CONCRETE HEADWALL N'LY NORTHERLY �' CONSTRUCTION CONSTRUCTION �q DC ONNTOF - rI,1A1'c;r EF Cl RB7I:D REMOVE AND DISPOSE OF EXISTING CONCRETE PEDESTAL PCC PROPERTGOMPoDND CURVATURE -<ISTI'.G rJTTERTCREMAIN E a ISTIJG EMOVE AND DISPOSE OF EXISTING CATCH BASIN PP PROPERTY ///- 69 73 TO if 2456 04 TC- R-1 RETAINING WALL N0.1 NOT A PART '1 TCLCF 1 G97JFL / :F, 2.S=6FLI CF MOVE AND DISPOSE OFEXISTING/e CMP. ROW RETNNINGBLOCKWALL &ft RD ROAD &RE --- RW RETAINING CONCRETE WALL 12•1^..! 73_E 1 _- 167o.�i..- 1T 9:;. _ TP }-11.9 ) .5,.5..,.-. - --_ - 1 1:A.:if 0 - 41 REMOVE AND DISPOSE OF EXISTING STORM DRAIN MANHOLE. MN RIGHT-OF-WAY _ f-S -� +� / - _ F TS �� 42 REMOVE AND DISPOSE OF EXISTING CONCRETE CROSS GUTTER '0'-: o }�- � FS � NGo`»Sw SPPWC STANDARD PLANS FOR PUBLIC WORKS I-- ;47n5fi d7'A: r:,IM �_'_- dt - - - t6, t 2 37-C CONSTRUCTION 7d,l e`. - � 0 47 RELOCATE EXISTING CABLE TV PULL BOX '2a69.a >d¢980' 24 0.? - N - EP / - _ -t 2-G.T, O _ ST STREET NG '•G F �' �:.CN FACTOR TO GRADE / o ' /1 &REMOVE AND DISPOSE OF EXISTING CONCRETE STEPS. STA. STATION „NO -r � LIh1T5 r`...JJJ Ll TC TOP OF CURB CnNSTP.UCTION n r LIMITS OF I A It.6 CI1F9 ;UTTER TO RE!MIN r rt \\ E F,,$ARYTO :ONSTRUCTIilN 12 `a'Y` /S CONSTRUCTS'AC BERM PER SPPWC STD.PLAN 121-2 TYPE D2fi. o GRACING r H E _EVATI^NS TOE TO of SLOPE ?; ('} (-tSr.:J EFI TS TOP OF SLOPE i 124ri 5a! &REMOVE AND SALVAGE TO CITY OF YUCAIPA EXISTING SIGNS. TSW TOP OF SOUND WALL N "66" j\ 5 � NOTA PART r W WMOTH ROUGHT FS `-UMITS OF 11 CONSTRUCT 6'CONCRETE CURB PER SPPWC SM.PLAN 12h2 TYPE Ai•6(150). W1 WRWGHT IRON \ I CONSTP.IJCTION r 4VA1 WATER METER &REMOVE AND DISPOSE OF WOODEN RAILROAD TIES. VHC VARIABLE HEIGHT CURB PAVING LEGEND UTILITY LEGEND CURVE TABLE 49 CONSTRUCTS'CONCRETE PAVEMENT PER SPPM3 SM.PLAN 1342. e E ELECTRICAL LINE I NO.I ANGLE ILENGTH RADIUS TANGENT UMITS OF NEW ASPHALT PAVEMENT SECTION G GASUNE 1 89.53'82' 21.%' 14.. 73.9T v S SEWER LINE E =LWITSOFASPHALTPAVEMENTREMOVAL gp STORMDRMNUNE W WATERLINE S Q N PHASE II PROJECT#:10903 RECOMMENDED FOR APPROVAL BY. 20' 0 20 40' 61Y MOMI DATE: SCALE:1'=29 APPRGVEDBY: y s PUNS PREPARED FOR: DESIGNED BY: BENCHMARK �INDATE ��,v57q� ��T oQ(30TE5$)(L, A.F. CITYO YUCAJPA UBCTV OFDEVELARTME ENGINICITYE DIMSR �!l/J� `lBJt)1 JS L- Ne9"�•F'M4y'9��^ THE CITY OF YUCAIPA CS BRASS DISK SET IN TOP OF CURB,BE RETURN YUCAIPA CITY OF YUfNPA PUBLIC YWRKS OEPARIMENTENGINEERING DM510N )IIS�I�I�m//�j(( !IS < �y'7 34272 YUCAIPA BOULEVARD BLVD.111,ST. z CONSULTANTS INC. W 6Daz, o auWNeY: ELEV.=2487.078FEET CITY O F YUCAIPA -BN^.20101 / ExPIREs T PERSON: FERMI 9950 V.B. _ E PLANNING.ENGINEERING.CONSTRUCTION MANAGEMENT * EX IRE4 CONTACT PERSON:FERMIN PRECIADO 4 5TH STREET Drrr 23052-H ALICIA PARKWAY#788 D� �. ,ram <'F DRECTOf20FDEVSOPH@lFSFRN[ESQTYF7JGPffi2 " MISSION VIE70, G 92892 /Tc 07212022 qvF C1WL OK� r± TEL:(949)336-6336 www..pd-.cm DF CAL@ (909)797.2489 CHECKED BY: DRIVEWAY AND GRADING DETAILS 7 R. 1 MahmOW,P.E. R.C.E SD441 DATE R.M. pale er REVISIONS App'4 Ste'' 0 1 2 3 18+50.00•27+50.00 sn�el ! .,17 CONTRACTOR TO GRAD r:� ' m,., LPAIIS Z 1Jc ASNEC ITO 18 R UMITSOF �. {3 _.loll 'U U0 6 _��., .., i EX ELEVATIOESS MATCH L t ir NS ^- , 2A 12 m GRADING \ m UMITS OF W> LU 247E A Tu!!': __.._. -_ -- W 65 0 �j�5 2A6 6d 16567 u 184 - \ o I \ 4 t Q 21 C3 hl•:I +°i:r !" - = CONSTRUCTION AC AC 'AC AC P NG \\ 2 7afi3 Pt TC t5 / _I- d2461217,IF � 2 9 80 R653 \\\\\\,, Z;8�0 Ic FS FS 50 \\2/_'FS 24fi155 ,� 2F9 37 \ II. / 1'\\ ., -- -_ __:: .. 1 : ' _. •'u9.iit .A6 26_ \ .. - - 12 0 108. N 64 N / \ ' I d6 OB UMITSO \� \ \ e\ \ \ \ UMITS OF -4el rd rF o 3 m m `. '.:�.,•:;\ ''. . .'., ASPHALT CONST. -, o EP ASPHALT \ - \. \ �.. c.LNTER„Ef„I(.! � L_.. o I� CONSTRUCTION \ \� ♦\� -1\. \ � LIMITS OF - .. ., 3t - t'STNSN All E OI w r• - '`\\ �\ \\ �\ PHASEII - c I.°F[cANAr a1 srHst: 5TH STREET A Lu \ ., G APA RT RT,FELu ( :'-u3 ru -. ,t<e na to - <� >` 2 - - _.. Lll y L1MR50F `� `•'\ d6955T Wl,P - r" LMITC OF N OJ t _.1EE;I' (245n 10`J Z W z w 2r' PHASE II \ \ \.\'-, \<: : BALTeoIeF _ DO �Lu /:uR�rnE Gvr. CONSTRUCTION :^ :\ �- - � \ ^^-46:.3 }r Iu,P _ rcF _W _ .[ ^oNSi?RLr',rJ �.• �'.. \ \\\.\\ \ ..2462.0 f '45(1 1.7 t:G) -85 7t-t _. _ _ W W LU IFL Q �1IIIII .` ., Ed 2.,_F8 \ �. \. fi` _ z z7iL\afacl�. :._._ -._, �\:.�..\.... ,�..,. ..\�..\'..`:�., \-;`:,. 1___ Pl•F� _ "CF rtr 20s1 F3\ FS\ ,'��I 3 FS FS FS c : 245-1 �41 tP ?�i `LI'Y-^Q� ..� 11.. �.. -F: +6,1'-65'RLFS r 4d ?5- =9 IJCi .el 26 f_ I I .. .� GF�AC�.G '.li, .rl.,.6 _ 2'312 0l p7 -.'_I_32.St.lt-dd.?R :a6.li FL 'Io / '\•7.:r - NG ` \ :: _ t. ilr :( �{ EG RBY7=1 � �,/I..0 12d63�0 "3_01 ry 59A - 4- END Rb`."V 'REf9 OURB .,.._CURB �, CDr1TR:.CTOP.iO GRAGF_ v - `-! 2466.38 TSAR FS «I \� 6- ' - 2a i l�0 TSW 266 21 TC F'>J ASNFCEG$ARYTOtAA-'H _ ..-- _-!-, fI. _ __ I^; RJ6t t77JG; 246.2a rr _ - _� ( - _ _ .516F$ - J CONTP.A'TORT GR DE 7 12 -N!ATCI{L...EP EF CLEVAPG:iS //�!(' 1 \ "Y' I�' --- \,l�':\l 1266i.1i'f 2465 tW FS =(9 �. Ibl (24u721tNu) _- ELEVATIOtIS V �_ "465 02 _ d65,]FS. ZA AS NE:ESSAR.Y TO IJATLN II TOE _ FS ?Jfi 53 F�iCUP.B I.`. L \$" 2465.F4 ELEVA IOHb 2462.E t' ,4s2.t4 S� /I _ to TRANSITION TS 1A y(' CV\I{ \� 51 \ 7 o-4V 411 2A c a i 248729 F6W+II1 s FSN CfIHPFOR M TS OF- N OT A PA RT SF<_I G - I I PROPERTIESSEEOPRIVATE ON INSIDE LIMITS OF EKG '� I nn285:F F,\ ` 1 PLANS FOR APN 71&74310 AND 1311 GRADING 4.f.Fy0 CFI I D,Z L2Aou 3J J f246161 -. \ `-II/ EDG'CllRB - n FS i. f.. I JITS DF a Fi$6R;J 5 ur+Irs GF J PAVING LEGEND (- TS 'L3 )/ RUCTION L 2.11 TPEADSNSTRLLTIONI W LU ITSO // -(\id:+G c " c" 917 LIS+.ITS OF CHAIN W 1d46p,E1/ J �i C4 UNr:fF.NCc COt.STI.U,.II:I _� UMRS OFNEWASPHALT PAVEMENT SECTION i TS 7 ,L 1 CONSTRUCTION EP _ I 3•= U H N LIMITS OF ASPHALT PAVEMENT REMOVAL - T> Reviewed For Code Compliance I :'%/�:' LIMITS OF PHACON 11ucnoN j M >a. a UTILITY LEGEND PHASEII E ELECTRICAL UNE . ti _ I mr..ae•nwme,.. 'tl �' Reviewatl By:DevM atlb G GAS UNE S SEWER UNE 1L02/2022 I SD STORMDRAINLINE I F STORM DRAIN CONSTRUCTION NOTES: w WATER UNE ;) I fi4 CONSTRUCT 6•HIGH CHAIN UNIX FENCE AND GATES PER SPPWC SM.PLAN 60". ABBREVIATIONS r- I STREET IMPROVEMENT CONSTRUCTION NOTES: I 0.P.N. ACCESSOR'S PARCEL NUMBER AP ANGLE POINT INVESTIGATION 21 TE EXISTING TELEPHONE CABINET. 44 EMOVE AND DISPOSE OF EXISTING CONCRETE STEPS. BC P BEGNOFCIOIRVE H 1&CONSTRUCT 4'ASPHALT CONCRETE PAVEMENT PER GEOTECHNICALI TIGA ON RELOCA R REPORT PREPARED BY CONVERSE CONSULTING,INC.DATED APRIL 3.2014. BCR BEGINOF CURB RETURN 22 RELOCATE EXISTING CABLE TV CABINET. 45 CONSTRUCT 6-AG BERM PER SPPWC STD.PLAN 121.2 TYPE 02-6. r✓ BFP BACKFLOW PREVENTOR - - 2aINVE UCT 12'REPOLASSRT 0 PREPARE AGGREGATE BABE PER GE G,INC. ATE BLVD. BOULEVARD _ INVE6TIGATION REPORT PREPARED BY CONVERSE CONSULTING,INC.DATED APRIL 23 RELOCATE EXISTING SIGN.FINAL LOCATION TO BE DETERMINED ON SITE. 46 REMOVE AND SALVAGE TO CITY OF YUCAIPA EMSIINGSIGNS. CB CATCH BASIN . o `- -� 3,2014, CA CENTER UNE V '/1 366 24 RELOCATE EXISTING MAILBOX PER SAN BERNARDINO COUNTY DPW STD.NO. 47 CONSTRUCT 6-CONCRETE CURB PER SPPWC STD.PLAN 120-2 TYPE Al-6(1so). CONC CONCRETE t ZA CONSTRUCT TASPHALTCONCRETE PAVEMENT OVER I2'COMPACTED SUBGRADE. F$, N:# A PART & o a °�' I�' 'AY 'I''I 25 ITEM PER PLAN TO BE RELOCATED BY OTHERS. M REMOVE AND DISPOSE OF WOODEN RAILROAD TIES. EC END OF CURVE 7 CONSTRUCT 8'CURB d GUTTER PER SAN BERNARDINO COUNTY DPW STD.NO.115. m1tfn ` & ECR END OF CURB RETURN _ I I 28 WATER METER TO BE RELOCATED BY OTHERS. 49 CONSTRUCT 8'CONCRETE PAVEMENT PER SPPWC 871).PLAN 134-2. IX EXISTING /&CONSTRUCT B'CURB PER SPPWC STANDARD PUN 120-2 TYPE A1.8(200). FH FIREHYDRANT i10A% � / & 27 REMOVE AND DISPOSE OFEXISTING CONCRETE SIDEWALK. @CONSTRUCT CURB RAMP PER SPPWC STD.PUN 111.5 CASE D,TYPE 1,SEE DETAIL I HP HIGH POINT o I'CF I'[F -_ 5 CONSTRUCT LAN),SIDEWALK PER CITY OF YUCAIPA STD.DWG.NO.175-0 TYPE'B' ON SHET2AND AS SHOWN ON PLANS. MED MEDIAN '57.18 FL 3-775 FL ! i:L'C:1011 ' - (V.IDTH PER PLAN), 28 REMOVE,REPAIR AND REFUGE EXISTING TURF LANDSCAPING AND IRRIGATION IN MH MANHOLE o - 26' -7dGT3TC / KIND. 51 CONSTRUCT CURB RAMP PER SPPWC STD.PUN111d CASE0.TYPE 6,ANO AS MOC MIDDLEOF CURVE p -- -- &REMOVE AND DISPOSE OF EXISTING I2-CMP. SHOWN ON PUNS. N NUMBER F - 29 REMOVE AND DISPOSE OF EXISTING AC BERM. NT-Y NORTHERLY + ar36'C 7 O7-CONSTRUCT MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY OF YUCAIPA 52 CONSTRUCT CROSS GUTTER PER SAN BERNARDINO COUNTY RD STD.PUN 119. i ON CURV CD 2467 i0 FL ' ----- STD DWG.NO.110-0 ANDAND DETAILS ON SHEETS 6,7 AND S. 30 CONSTRUCT RETAINING BLOCK WALL PER DETAILS ON SHEETS 2,12,AND 13 AND PCC PgNTOF COMPOUNDCURVATURE F- SEPARATE PERMIT. @CONSTRUCT T WIDE CONCRETE V-GUTTER PER DETAILS ON SHEET2. U)- - PA. PROPERTY UNE W .. 8&C 9-0 AND D TAILSOMODIFIED HEFTS 7 ANDAPPROACH PER CITY OF YUCAIPA STD.DWG.NO. PP POWER POLE W U N00'29'40W -,., 5TH S 3_iLl, f09-0ANO DETAILS ON SHEETS TARO8. 37 REMOVE EXISTING OBJECT MARKER &ADJUST SEWER CLEANOUTTO GPAOE. R-1 RETAINING WALL N0.1 Z DO ---N== - RBW RETAINING BLOCK WALL IQ LLI • &SAWCUT AND REMOVE EXISTING PAVEMENT(I-MIN). &REMOVE AND DISPOSE OF EXISTING 24'CMP. 55 CONSTRUCT REINFORCED CONCRETE STAIRWAY PER SPPWC STD.PLAN 6". RD ROAD e T/ ! 10 REMOVE AND DISPOSE OF EXISTING CONCRETE RETAINING WALL WITH FENCE. &REMOVE INTERFERNG PORTION OF EXISTING RETAINING WALL @CONSTRUCT METAL HANDRAIUNGS FOR STAIRWAY,TYPE A,PER SPPWC STD.PLAN RW RETAINING CONCRETE WALL = N •G6.77 LIMITS _ 6�. RM' RIGHT-0WAY-WAY _ lt.CONSTRUCTION - " W _ It RELOCATE EXISTING AIR VAC.FINAL LOCATION TO BE DETERMINED ON SITE. &REMOVE AND DISPOSE OF EXISTING WOODEN STEPS. SLY SOUTHERLY N FOR PUBLIC WORKS -- SPPWC STANDARD PLANS W &CONSTRUCT REINFORCED CONCRETE RETAINING WALL TYPE I PER SPPWC STD, CONSTRUCTION S t _ 12 REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT. &SAWCUT,REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND CURB 6 PLAN 610.3. o - Z GUTTER ST STR ET E 0 L 2e, <F. tt 04. ( :b7C TC 7 13 EXTEND FIRE HYDRANT SERVICE LINE TO NEW HYDRANT LOCATION AND INSTALL &CONSTRUCT 6-NOE MOW CURB(0'CF)PER DETAIL4 ON SHEET2. ST0. STATION g NEW HYDRANT PER YVWDWAOR W-00. MOVE AND DISPOSE OF EXISTING TREE TC TOPOF CURB D' TSE TOE TOP OF SLOPE 14 REMOVE AND DISPOSE OF EXISTING STEEL GUARD POST RE ( 59 REMOVE AND DISPOSE OF EXISTING DRY CONCRETE POND. ..152 FL I r 5 01 - - 37 REMOVE AND OFE STING CONCRETE HEADWALL RELOCATE STING IRRIGATION SYSTEM AND REPLANT W/MYOPoRIU Q TSW TOPOFSOUNDWALL / _J /�; r n,:t &REMOVE AND RELOCATE IN KIND INTERFERING PORTION OF EX FENCE TO RW. &REMOVE AND DISPOSE OF EXISTING CONCRETE PEDESTAL 9A 24O.C.d(4E79 GAL TREES-CALIFORNIA PEPPER M w vnonl ,S ,d:A aS 2t5A 3 /�1, WI WROUGHT IRON IFS FS FS `n i. -- ---' 16 REMOVE AND DISPOSE OF EXISTING CONCRETE DRIVEWAY. &REMOVE AND DISPOSE OF EXISTING CATCH BASIN. WM WATER METER �_^ VHC VARIABLE HEIGHT CURB '2Ai,671' •ry 17 ADJUST MANHOLE TO GRADE. 40 REMOVE AND DISPOSE OF EXISTING 41'CMP. u PHASE II 2"N 78 ADJUST WATER METER TO GRADE. 67 REMOVE AND DISPOSE OF EXISTING STORM DRAIN MANHOLE. ^ PROJECT#:1O9D3 RECOMMENDED FOR APPROVAL By. FOR LIMITS OF CONSTRUCTION INSIDE - - 19 ADJUST VALVE TO GRADE 42 REMOVE AND DISPOSE OF EXISTING CONCRETE CROSS GUTTER PROPERTIES SEE PRIVATE CONSTRUCTION I 20' D 20 40' 60' PUNS FOR APN 3IB•1/310 AND APN 378-14311 -"' 20 ITEM PER PLAN TO PROTECT IN PUCE. &RELOCATE EXISTING CABLE TV PULL BOX �M I � . SCALE:1'=20' aPPRovEo BY: g s PUNS PREPARED FOR: DESIGNED By: BENCHMARK DATE' o APT-1 Q{10FE$$i Al. FERMINPUCLIDD.DIRECTDRDKS OEIARTMEr TEN.NEM ENGINEER ,y�0.��'F' 41q'�Y` THE CITY OF YUCAIPA CS BRASS DISK SETINTOP OF CURB,BE RETURN YUCAIPA CITYOFYUCNPq PUBLIC NORKS DEPpftTMENT ENGINEERING OM51gJ CONSULTANTS,INC. o BLVD.65h ST. ® - 34272VUCNPABOULEVARD DPpKNeY: C I T Y O F Y U C A I P A 4oeraa.20101 4 salt ELEV.=2487.078 FEET 6a n E%PIRCS * YUCAIPA,CA ERMI PR V.B. 5TH STREET ^9 23052PLANNING.ENGINEERING.CDNSTRURION MANAGEMENT ��,//// ; fi/30/2< CONTACT PERSON:FERMIN PRECIADO 2BD62-H AI3CIA PARKWAY#788 „D� MISSION VIEIO, CA 92692 07rz12o22 �qYF cNIL DRECTOROFOEVFLDPN64TSQMCESCFIYDJGI•!ER TEL:(949)3364336 L..w..Pdra..... OF CAU`'0 (9D9)797-2489 cHECREDev: DRIVEWAY AND GRADING DETAILS Q 'Rabih MahmoW,P.E. R.C,E E047,1 DATE PM, Del. e9 PENSIONS App'd Ste'' 0 1 2 3 STA.27+50.00•STA.35+08.77 Ghee)$ of 7 �- " AC ELEVATIONS ELEVATIONSFS R/W 5TH ST.C/L Rh''2462.54 AC ELEVATIONS OVER C/L PEE .- o OVER C L PIP 2465 4'H GIG PIPE S z~o u / o�c, HANDRAJUNGS `� �a�a cd, n•> w F o 2465 m- 2461.88 2461.60 " 2462.28 2R 2462.00 � '$' �� zn TS 2Z C T� 4 HIGH M 2460 HANDRAIUNGS 2. HG4ae�/ HGL1P� T. 16' IP Hd4m�� D12 / 2460 2457.40 ti ATER (24'DIP RW / TRASH c d 2458.26 INV 6��//IXX. IX. TOP 4'GAS I I CK 456.90 HCt,m��2455 FG 12LANE'C 131R MORTAR PLUG HG4m 2455 2454.74 IW S-001382452.53 IW2450 / E' S;0049d �in12 UN B' yy +u3 a a 2450 2450.51 INV r 1.LR N 9+95 0 C L PIPE=10+80 fib'RCP EK.8'S n n AY 2451.05 INV 2447.23 INV 2'SEWER $ ",� +,^non $$ _ ,o z 244B.12 8 =71.70 CFS, =14.61 FPS, =4 9+97.25 OC L 2445 2R c Qm 45.01 LF.•30'RCP Vaymm--l7.fl8 OFpS 10+28.49 66'RCP m 2445 HG4p3 / s D-1250 2448.51 INV 4 ( ) 4 LF-24'RCP 21'RCP(D-1250) 8- A / 2444.7 o g' am=�•90 CMINV Vm=49.53 FPS 3 11.4 -1'RCP 2440 �' - 104M 10+00 I (D-2000) +� z o m W LINE"A' LINE"A-1" 104M 69Ax, m < 8g LINE"B" �m ox Dim=1196 CFS,V9a=26.27 FPS 2435 0 123.46 LF N� 2-66-RCP(D-11D0) Reviewed For Code Compliance 2465 WITH 1 1/2'MIN.CONCRETE COVER OVER RONF,STEEL,F0=5,000 PSIn. m.,.a.•«w m'+•a + � u SCALE FS EEVATIONS. HORIZONTAL:1"=20' wm✓b-.s=.m..+�Mr"w�'iyp, OVER C/L PIPE VERTICAL:1"=4• rw.�etiaor,.,an da,....,a.,,.wm.m,m.2b 9+00 10+00 11400 12+00 Rev dBy Davb y 2460 CURVE TABLE 12/02/2022 NO.I ANGLE I LENGTH IRADIUS TANGENT / $ / I 125'W08'1 9.62' 12250 4.99' STORM DRAIN CONSTRUCTION NOTES: LINE TABLE \N0. BEARING LENGTH 60 CONSTRUCT INLET STRUCTURE PER CALTRANS STD.PLAN 086B. 2455 \ ❑' 61 CONSTRUCT 66-RCP PER CITY OF YUCAIPA STD.PLAN 10"(D-LOAD PER PLAN). w 1 N25'29'48W 20,26' E 2 1,100-29'40W 14.93' 62 CONSTRUCT ENERGY DISSIPATOR WITH VERTICAL BAFFLE WALL PER SPPWC STD. 3 NDD'29'40W 4.00' PLAN 384-3 AND DETAILS SHOWN ON SHEET 9. 1� EX 4• / 4 N45'3092W 10.55' -GAS LINE 5 N25-29.49W 11.42' / 63 CONSTRUCT 3.50'THICK GROUTED RIPRAP PER DETAIL ON SHEET 2 n ,mdg 16' P r- 6 N25'29'48-W fi.B9' / 9}97.25 C L PIPE o'n 2450 ' WATER LINE T N64'30'12'E 12916' aCONSTRUCT 6'HIGH CHAIN LINK FENCE AND GATES PER SPPWC SM.PLAN 600.3. =11+14.14 66'RCP U�" -V / 2452.74 INV �` B N27'10'57W 14.50' 65 CONSTRUCT CURB OPENING CATCH BASIN 21 WITH GRATINGS AND DEBRIS gM SEWER LINE BEGIN RETAINING WALL,H=9.38' 45 00 9 N62'49'03'E 94.01' SKIMMER PER SPPWC STD.PLAN 301J. .. 2453.88 FL S 10 NSfi'19'Z9E 86.01' --I _ [tEND IM SOF HAI 11 N62'44'07'E 15.00' / _ 66 CONSTRUCT CURB OPENING CATCH BASIN(L=101 WTTH GPATING(S)AND DEBRIS Dim=33.40 CFS,V=18.90 FPS GRDUTEO RIPRAP - `_�_.__. 2 FENCE / SKIMMER PER SPPWC STD.PLAN 701J. a - �bx 14:AL 0 UN - P d M OFC RWLINE L=f2' AP 6T CONSTRUCT REINFORCED CONCRETE MANHOLE PER SPPWC BID.PUN 321-2 .. 12.1307 AP - d5d 95 M 5 LINK FENCE / LINE n`.0 GRADING __ R-1 75 8 245660 FL- '... / TS 2y7 CB N0.3 64 1+ d55.7d 68 CONSTRUCTJUNCTION STRUCTURE-PIPE TO PIPE PER SPPWC STD.PLAN 331-3. 454 ''� 66 �� S WALL99LP 75 R 3 67 S 2457 40 N! 2160.0 =1,W6�95 - _ H=4.55 FL / FL\ TS V E'C' - -T6 '- FL 2456.73TM _ 69 CONSTRUCT JUNCTION STRUCTURE-PIPE TO PIPE PER SPPWC STD.PLAN 372-2, 137 _ 72 FG.._ TOE � � Pi RAP 6 70 N 24 / - CASE 1. -' 2/4975 62 GROUTED P ., f 77 GRA 2�3AiT �..- > N 5Fl v iJ 455 2 17a11.11 fi6'RCP �- _ 2d5568 5/60 FL -. 2 FG 67�k I6.. S� 70 CONSTRUCT IB-RCP PER CITY OF YUCAIPA STD.PLAN 106-0(D-LOAD PER PLAN). 1D400 9+8033 ,L 1p• g 10--- I. - - ��"� 71 CONSTRUCT 21'RCP PER CITY OF YUCAIPA STD.PLAN 106-0(D-LOAD PER PLAN). ..�` �` 2%u 1 0 7=1 z'1 11+00 77 76 - _ - drb ABBREVIATIONS 9+20 BEGIN OF 20_ - _ _ 1B �• 77 8 - �L�S FL 12a60.76 SMM aCONSTRUCT 24'RCP PER CITY OF YUCAIPA STD.PLAN 106-0(D-LOAD PER PLAN). AP.N. ACCE66OR'S PARCEL NUMBER Ph PROPERTY LINE CONSTRUCTION "*/a^' _ - /� a 467 UMITS OF CONSTRUCTION AP ANGLE POINT PP POWERPOLE (2437.76 F1) 43801 - - _ - .�� V2451,0p 245520 FL) a ( ) ASPH ASPHALTCONCRETE R-1 RETAINING WALL N0.1 dd 70+8066'RC '�� - - - 77 SETS H=4.0' IS ( 77 CONSTRUCT 3p'RCP PER CITY OF YUCAIPA STD.PLAN 106-0 D{OAD PER PLAN. 2445 444 �:1 6B FEW RETAINING BOCK WALL FL ^' FL 2461. =10+00 UN 'A' -- •�„,�.,, -2 �{--s-_-_ - BC BEGIN OF CURVE •944C _- YYZZ.3.993311 45 ENDOF WALL 6/86 n FL 90 g 1 IS TOE e' 2454.74 FL - 74 PLUG END OF PIPE WITH BRICK AND MORTAR BCR BEGIN OF CURB RETURN RD ROAD R4 � - t457.40 10+28.4966 P - SEWER BFP BACKFLOWPREVENTOR RW RETAINING CONCRETE WALL TS 75 4 69 461 24S3-St FL J IS OF „ \. -c2 _ =10W0 UNE'B' BLVD, BOULEVARD RAV RIGHT-OF-WAY _ 10a0 6 G 4615 p GRADING L pRIPR7`P 75 CONSTRUCT REINFORCED CONCRETE RETAINING WALL TYPE 2 PER SPPWC STD. N S 0575 2 .WhC LINE'B' 70 5 A BC - E NG ELEV.'e=�d59.31 TW _ LLNOTSOF PLAN 611.3AND DETAILS ON SHEETS 2,9 AND 11. CB CENTER LIE SLY SOUTHERLY GRADING T 1�W6= 50' / f :08- -r �DOC d61 B4 BEGIN RETAINING WALL H=7.13 C/L CENTER E SPPWC CONSTRUCTIOSTANDARD NS FOR PUBUC WORN NG "''"'''�' COMPACTED 76 CASE A. CTMODIFlED TRASH RACKSHOP DRAWINGS PER PLAN 361-2, DWYCON CONCRETE CONSTRUCTION GROWLED RIPRAP d . 17 M EC _ 2 '�� v COMPACTED BACKFlLL CASE CONTRACTOR TO SUBMIT SHOP DRAWINGS PER SPPWC 2.5.3.3 DWY DRIVEWAY ST STREET TOE / 6• TO REMAIN 1'AC/12'AB SUBGRAOE EC END OF CURVE STA STATION GRWTED RIPRAP/ 72, q 0 N aCONSTRUCT 42'HIGH METAL HANDRAIUNGS PER SPPWC STANDARD PLAN 6064, ECR END OF CURB RETURN TC TOP OF CURB 63 "' GGG((( - fi7 S T - WITH EXISTING ONE TYPE C. EX H EXISTING TOE TOE OF SLOPE Ifi ..ST:ST0. /r - FH FIRE HYDRANT IS TOP OF SLOPE ' a =1 .>4 UNE'A' VARIES =1. HP HIGH POINT TSW TOP OF SOUND WALL NEW UN A'73 ZONE 2 c9 .1 A MED MEDIAN W veDTH / li 7410K5.17 / � - N' // MMH MANHOLEOC MIDDLE OF CURVE W WATERMEGHT RON ' "'///UUU/// WM WATER METER 61 NO PIPE --. PER SPPWC ON `� N NUMBER VHC VARIABLE HEIGHT CURB NE'A-1' m P06-1.3 C306.1.2f AND _ 4 7117 NLY NORTHERLY FOR RETAINING WALL R-1 THRU Rd UTILITY LEGEND i OC ON CURVE y'V J 29+75 Ch CB No PROFILES AND LAYOUT,SEE E ELECTRICAL UNE 24'MIN. +� u PCC POINT OF COMPOUND CURVATURE L-21',W6=6.40,VXi.0,65 SHEETII (TYPO ^ PHASE II G GAS LINE PROJECT#:10903 FOR RETAINING WALL TYPICAL S SEWER LINE TRENCH DETAIL SECTIONS AND GENERAL NOTES, 'A RECOAAIENDED FOR APPROVAL BY: SEESHEET2 Sp STOR6IDRAINUNE NTS 20' 0 20' 40' 60' S yy WATERLINE ogre: SCALE:1'=20' APPROVED BY: PLANS PREPARED FOR: DESIGNED BY: BENCHMARK APO opt DTE551gy AF. FER NPREC Aoo,DIREcra OF OEVE oP EN s6R c6sc FNcw6FR tiEA'�F' d74y Fy THE CITY OF YUCAIPA CS BRASS DISKSET IN TOP OF CURB,SERETURN YUCAIPA CIWOFYl1CNPAPUBUCY KSMPMR ENTENGINEERINODMSION "< c 34272 YUCAIPA BOULEVARD BLVD.8 Sth ST. CONSULTANTS,INC. w 60421 v DIIAWNBY: ELEV,=2487.078FEET CITY 0 F YUCAIPA peNo.20101 E tlE PLANNING.ENGINEERING.CONSTRUCTION MANAGEMENT z EXPIRES YUCAIPA,CA 92399-9950 23052-H ALIC7A PARKWAY#188 /,/J q /) ♦ 6/30/24 * CONTACT PERSON:TFERMINSERIC PRECIADO 5TH STREET Dmnin9 N,. MISSION VIESO, CA 92692 o7rzlrma �9�e B1"L " ° OROFDO ' ��K'� CHICKEN SPRINGS WASH CROSSING TEL:(949)336-6336 ww pd,..c 'Rabih MaMwutl,P.E. R.C.E.604 1 p1 OF CALK (909)797-2489 CHEC EDBY: SGb. i Da1a 8, REVISIONS AWd 0 1 2 3 STA.9+20.00 TO STA.12+60.36 s.x 9 °I 17 I SIGNING AND STRIPING CONSTRUCTION NOTES: 1 031901322 031901372 031901322 I 031901316 -Gt90 031! &PROTECT IN PUCE ITEM PER PUN. 03190131+ - �, _ ' ! - @I EDI NSTpLL 6'SOUD THERMOPLASTIC WHITE BIKE LANE LINE PER CA MUTCD LATEST A TION,FIGURE SC-101(CA),DETAIL 39, NOT PAR i i T 92 SANDBLAST EXISTING STRIPINGlA7pRKING. ------------------------------ 93 RELOCATE EXISTING SIGN.FINAL LOCATION TO BE DETERMINED ON SIFE. 070313150 - 11.5C 00 iO4 � -�N:'0 00- ___ _,...-.,- .s y.•� 1 g� UG' ,p._ 94 NSTALL 4'THERMOPLASTIC DOUBLE YELLOW LINE PER CA MUTCD LATEST EDITION, LIJ FIGURE M-104(CA),DETAIL 2Z `- - 1�1 S WHITE DASHED'LANELINE'PER CA MUTCD LATEST - - --- EDITION.FIGURE 3A1 DETAILS � � aINSTALL 4'THERMOPLASTIC -1ff 10 sG _ 100' - o E •02(CAJ, wy� �- 91 1 11+00'S �-l::l' 140 54 � (5� ^iO /� lu ,�,- � - �J aINSTALL 4'THERMOPUSTIC WHITE RIGHT EDGE LANE PER CA MUTCD LATEST -- -LL73+W - - `G-15.W - - 16 i7*00; W EDITION,FIGURE 3A-106(CA),DETAIL 27B. m 97 NSTALLa'CHANNEUZING SOLID THERMOPLASTIC WHITE LINE PER CA MUTCD Z.J -� W LATESTEDITION.DETAIL 38. �0 Ei +.CSSWRLY. �° _.____ ______..,..._ _-.___. __.,,_.. __..,.._ _ _- _ _ ¢LU 98 NSTALLTYPEN(QTHERMOPLASTIC ARROW PAVEMENT MARKING PER CA MUTCD O 5 PA ME11T MARKINGS •' » - Q Yl_ 7__ LATESTEDITION, GORE 3B•24(CA). Q - I- -° •t9G,, - •- - aINSTALL'SPEED LIM1740'SIGN(R2-1)PER CAMUTCD LATEST EDITION.FIGURE 28a.UW _ 17.55 00 •- O�INSTALLSPEED THERMOPLASTIC PAVEMENT MARKING'40PER CA MUTCD LATEST ____ t09 CO EDITION. Z I o&INSTALL-STOP'THERMOPLASTIC PAVEMENT MARKING PER CA MUTCD LATEST m ------- , W i EDITION.FIGURE 3B-23(CA). ¢U OI&INSTALL-STOP'SIGN(Rt-1)PER CA MUTCD LATEST EDITION,FIGURE 20-1. - -- OI�iNSTALL'SIGNALAHEAWTHERMOPLASTIC PAVEMENT MARKING PER CA MUTCD 0J7814259 I 031811227031814220 ---------- LATEST EDITION.FIGURE 3B-23(CA). I i OIINSTALL THERMOPLASTIC CROSSWALK PER CA MUTCD LATEST EDITION,SECTION 3B.1a. L__ 301318 031901319 031801320 I 031 9 0 7 321 \ 0®INSTALL*TRAFFIC SIGNAL AHEAD'SIGN IW3.3)PER CA MUTCD LATEST EDITION. i r i PHASE II CONSTRUCTION r 031901222 INSTALL 6-THERMOPLASTIC WHITE BIKE LANE INTERSECTION UNE PER CA MUTCD LATEST EDITION,FIGURE 9C-10I(CA),DETAIL 39A ,- ---_; I r i �- -J I O�NSTALL THERMOPLASTIC BIKE LANE SYMBOL AND ARROW PER CA MUTCD LATEST LOT A PART EDITION,FIGURE9C-3(CA). 'J ' 40 MPH- SIGN ARNING' �¢as r _ I ---- O1�INSTALL BIKE SIGN R81(CA)PER CA MUTCD LATEST EDITION. I 0 ,2o.7`.00 __ - - Ts�a @NSTALL'NO PARKING ANYTIME-SIGN R26(CA)PER CA MUTCD LATEST EDITION. 9D 27as.9D SIGN 0 J c� _ - �� _. - - - - - tz TRAFFIC SIGNING B STRIPING GENERAL NOTES: LLI> 1B.00-®••' I21'00--=' I _ _ - _- - _ - - - _ - W 1, TRAFFIC STRIPING,PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS SHALL BE J O m--c� --- --- - --- - Z O INSTALLED IN ACCORDANCE WITIi THE UTESTVERSION OF THE CALIFORNIA UTCD S Q .92 G"�- 90 - -'-90-"' -""_ -' 92--'_--"' "-'--"'--- O m MANUAL AND CALTRANS STANDARDS PUNS AND STANDARD SPECIFICATIONS ECTION 64 AND 95,2010 EDITION. H W B1; - - - - - - - - - - - - - - - _. ._. - - - ._ ._. -. _- -- - - - - - - U W to ;.._.. _..._-_-. REFLE ALL FIC STRIPES, {., -1^ _.. _- -• m - ¢ 2 PAVEMENT LE ENDSA DMARKINGSSH SHALL MAT LEGENDS ANDPAVEMENT MARKINGS. .� H. PAVEMENTSTANDA STANDARD A20-A SHALLMA-20DCH ANY S7ENCILS.ALL HROUGH TAILSA-24E.REFER TO � CALTRANS STAN0AR0 PUNS A20-A THROUGH A-20D AND A-2M THROUGH A-2dE. �=GN 90 N R N .I"• 0 'SINE UNE' 'NO PARKNG -- -- { - - 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CITY STANDARD SIGN SIGN SIGN II SPECIFICATIONS.SKIP LINES SHALL BE APPLIED BY EXTRUSION METHOD ONLY. n.w _________, 4. SHALL REMOVED' ALL CONFLICTING LINES,MARKINGS AND RAISED PAVEMENT - ggG I IL F--'1 L _! I BY WET SANDBLASTING OR METHOD APPROVED BY THE CITY ENGINEER i ' '•--', ', - - - L _ _ - 5. FROM THE CITY ENGINEER FOR'CAT i 0 ', 1 Y ' z z -----J TRACKING PRIOR TO FINAL INSTALLATION. +_ L____-_ _ __ , ', N'-a ,' 31814351 14350 L _-_ 6 D POST IN GOOD CONDITION SHALL BE SALVAGED AND DELIVERS I 1 L ---_ --u31e149s6 ___ I D z�+ I \ o � ___-- ___-- I I ; L ' i -031p14340 � � i ALL REMOVED SIGNS AN D v U n TO THE CITY YARD. 7. ALL SIGNS SHALL BE NEW(OTHER THAN THOSE SHOWN TO BE RELOCATED).ALL NEW AND RELOCATED SIGNS SHALL BE MOUNTED ON NEW POSTS WITH NEW HARDWARE UNLESS \ PHASE 11LZ)U I I I NOTED OTHERWISE.SIGNS DESIGNED FOR INSTALLATION OF EXISTING STREET LIGHT ` U ,____`____4 I�i� I w J i J I 1 POLES SHALL BEMWN7EDWITH NEW HARDWARE 'F______ 101 037910743 �I.,,J I6 CL I d' i i - - L- 9. TRAFFIC SIGNS SPECI ICATI COLORS AND LETTERING SHALL REON R ARE THE LATEST 031901207 1fi 037/9101 03190/208 031901221 9]90120 OJ79o1220 071901219 071910 l TRAFFIC SIGNS DIMENSIONS, IM SPECIFICATIONS,SIGN CODES SHOWN HECONFORE TO THE LATMTO CO N ST• i I Reviewed For Code Compliance CALIFORNIA MUTCD SPECIFICATIONS.TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS �ai��' ,� I L_______ *•.,.n..ay, ,....ww.m. N. OTHERWISE SHOWN ON THE PUNS.ALL SIGNS ARE TO BE REFLECTIVE. IO+/EFJISM1Ei ' , I ' I L J I >n•.'�a � e�me• 9. NEWSIGN POSTSHALL BE 12 GAGE GALVANIZED STEEL PERFORATED 4 SIDES,EASY 0 99 ' c^RErTII Id E' • --10-«LEER-FFf EI.. ) I I _ d' 3 ' ' 6•• a •++wA+d.+r.�A.+w ERECT BREAKAWAY BASE-UNFSTRUT-OR APPROVED EQUAL SIGNS SHALL BE MOUNTED �, xa KEE I L�- H IPEL - e.N.wbml • ,w.^.+m.+u,m�N\ _ _c N W \ 5 1 --r R ON STREET LIGHT POLES WHENEVER FEASIBLE I I\ z w �SIGI4s I 105 3'_'U0.00 9B 34.00.00 0 e-rd 6y.Dend Fredb \ n^ ° FJ70 lnlr^LNG �. __.._..__ ____________ a+aN.M 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED N7TH THE JOB 12/0212022 SITE AND THE LOCATION OF ALL UNDERGROUND FACILITIES SHOWN OR NOT SHOWN ON THESE PLANS, NOTE: W> - Z --- - - + __ ALL COMMERCIAL AND BUSINESS SIGNS TO BE REMOVED OR RELOCATED PER STREET -_ O DO gp J / C5 - '` '7� IMPROVEMENT PLANS. 2 G _ - - - _ - _ - _ _ /// ENO STFIFIiJG �`\ U W 90 91 95 - 90 - - - - - _.. -__ - - - -� - __ - W1G0' ✓ /y -- - 7. 7•. - - EXISTING STRIPING TO BE REMOVED UNLESS NOTED OTHERWISE ON PLANS. _.... + / EXISTING SIGNS III BE REMOVED AND DISPOSED UNLESS NOTED ON THE PLANS TO BE Fl.� •.y0;1 ' // ,! 1 n0\\33. .Op/SDO _� - - RELOCATED OR PROTECTEDIN PLACE . 90 I- I \I W �w53a ' z w r f�l • _. z zz. \ � Od I � a z z " li - �: �� J1.n n srH 6-Pre l S u a _ I� �-Z--' ---� -- Lu _ � APART \/ m-nu PFcaH AVt 4 W w I a I I F \/ 1 ~ I ,I _Ee I _ PHASE II I d=H a I U o�t81 PROJECT#:10903 I 4303 0318143D4 rn U j,5 y ___�' 031814305 0318 4M9 031914310 0318!4311 T I 031814312i 0318173301 031817340 RECOMMENDED FOR APPROVAL BY: E ao' o ao W 120 DATE: SCALE:1•=4V APPRDYED BY: PLANSPREPAREDFOR: DESIGNED BY: APD pR0FEssz IF. BENCHMARK FERMINPRECU ,0IRECTMR DEVELOPMENTSE3MCEMCRYENUNEER �� 1�pF^i iL Tn,Pj� �eeaf. MyyoY,y� THE CITY OF YUCAIPA CS BRAS DISK SET IN TOP OF CURB,BE RETURN YUCAIPA Om•OFYUCNPAPUBLIcW KSDEPMWEWENGINEEMNGOMSION 1I1I�plllSll�'/1f J`lydJISn)(I lIIS CONSULTANTS,INC. ' 34272YUCNPA BOULEVARD ELEV.=2487.078 FEET CITT. Y O F Y U C A I P A ,DB Ib.20101 DRAVM BY: e � ¢ EI6i%cis a YUCAIPA,CA 82399.9950 V.B. ME PUNNING.ENGINEERING..CONSTRUCTION MANAGEMENT * 6/]0/24 * CONTACT PERSON:FERMIN PRECIADO 5TH STREET a'a'"g NO' 6 23052-H ALICIA PARKWAY#186 ,,. MISSION VIEJO, CA 92692 r � D7mrzozz 9l8• HIM. " ° °R°F°Eva°Pr'fExrsERVICEs,,�FY'°ac-raw oNECKEDeY: SIGNING AND STRIPING TEL:(949)336.6336 wwN.apdron.wm Of OpL\GO (909)797.2489 Rabih Mahmaud,RE RC,E 6047,1 DATE R1A - aT RWWONS AWd Sale 0 1 2 3 YUCAIPA BOULEVARD TO AVENUE E 6h•N °,17 2463.02 Tw \N 224461.56 2457.40 TW 2457,40 TW 2461.02 ENERGY DISSWATOR ENERGY DISSIPATOR rn • FINISHED GRADE fi2.56' tWALLL ALONG WALL 2460 - 2460 2455 2455 2459.31 WFINISH GRAD J� BEHINDWALL TOP WAL n E5m'-3 \61'3 \ WALL ExPANS ON JO NTS ^PER SPPWC STD 617-3 12' 1T245230 W2456.18 T PWAL ENERGYDISSIPATOR TW 27.08'ENERGY54.61; TYP. 0.9 DISSIPATOR 23D0'ENERGY 2455 2454.60 2456.74 2455 2450 DISSIPATOR 54.21, OW LINE FL FL 64.50'245368 ALONG WALL FL. FL / FINISHED GRADE BEHIND WALL E%PANS ON 1452.1B 2111.11 JOINT TF TF d 3 2445,50 m CUTOFF CUTOFF ' 7W EXPANSION WALL WALL I 24 244430 JOINT 2450 PROFILE m� - PROFILE � 2,w 2445 444.30 FL 2445 ^3 m 3 FL 70 34' INLET R-1 Q INLET R.2 I ibd35D / m ¢ ^w EXPANSION STRUC7URE ^"' STRUCTURE ' JOINTS j w FLOW LINE 22' d41.50 210 I / E%PAN,9(0NTIN TF TS 9 9 I T '� F N SHED GRADE /44025 LAYOUT / LINE—— — — I BEHIND WALL TF 2440 Y FLOW UNE 2440 N 438,50 I 43817 / TF Reviewed For Code Compliance TF FL / Ji YDUT 774 2437.50 TF ins»e..eq..a+.w �d.in.Qyaet ONE 3 FL "' °^^d•'^• 437 0 Rs..os.eb srrm n.... TF A aw..e�.n Po•.wn vm ��uW.�•me. 4 FLOWLINE 2436 n.x.,awtia.m..,vie� E%.CHANN 2436D TF FLOW LINE / Ray TFam. 022 J TVD2no22 / 20' 1n' 14.50' 2435. z / 10'.. 1D � 2475 10' 20' 2256' m FOOTING LAYOUT FOOTING LAYOUT PROFILE R-1 R-2 PROFILER 3 - R-0 EN RGY 44' 20.50' DISSIPATOR FOOTING PROFILE SCALE 4 LAYOUT v NSIDE WA LOF HORIZONTAL 1'=20' LINE _ ENERGY DISSIPATOR VERTICAL:1'=2' FENERGY - _ EXPANSION JOINT HXPJONI LAYOUT —— LINE —_ m 3 -' �3 mm �2 Y a • FOR RETAINING WALL SECTIONS AND GENERAL NOTES,SEE FOOTING LAYOUT SHEET 2 R-4 • FOR RETAINING WALL i 12 LOCATIONS,SEE SHEET 9 FOOTING LAYOUT R-3 PHASE II - PROJECT#:10903 n RECOMMENDED FOR APPROVAL BY'. DATE APPROVED BY: 4 PLANS PREPARED FOR DESIGNED BY'. BENCHMARK DATE- APD opROFES 4 0.F FERMIN YUCWDO DIRECTOR OF DEVELOPMENT TING ESCITYENGINEER WeS'�,F M4yo�y� THE CITY OF YUCAIPA CS BRASS DISK SET IN TOP OF CURB,SE RETURN YUCAIPA CITY OFYUG4IPA PUBLIC VJORNS DEPARTMENTENGINEEWNG DMSION ME":- SULTANTS,INC. "� 6D42, gm34272 YUCAIPA BOULEVARD a,Ay,�,BY, BLVD.asm sT.� PLANNING.ENGINEE0.ING.CONSTRUCTION MANAGEMENT EMPIRES ^ 7UCAIPA,CA 92399-9950 yg ELEV.=24B7.D70 FEETC 1 T Y C) F Y U C A 1 P A JOB N..20101 ,//A * 6/]0/24 * CONTACT PERSON:FERMIN PRECIADO D„ yNa. Nev—,mR PLANNING H.UCLA PARKWAY#18CONSTRUCTION ,!`/-7_"(/'(/ s 5TH STREET �� 4 CIVIL r CIRECTOROF DEVELOPMF77SERVICESCfIV ENGINEER MISSION VIE30, CA 92692 C1121 2 �e DHEDKEDBYr RETAINING WALLS R•1 THRU R•4 d TEI:(949)336-E336 www.apticon.com 'Rabih Mah—ud,P.E. R.C.E.604 1 DATE W CAL1T (909)797 2489 RM 2 Da. BY REV151ON5 APP'd 5o1i D 1 2 3 PROFILES 6h,.,11,I 17 7I5.1K RAND RB NB ` J 15.38' 104.87' 8.25' RAN AT RBW RAN AT AN 38'CENTERLINE TO PROPOSED R Y�O6 ATRBWA'5,6.AND7 i'e n�a 68.44' 57' ry a 3.a 80.2' I 2476.68 �j oFJ OI I 1� TVv 3� 2475.TW74 y�,3 0 �.^..i NJAS SHOWN re w ry ON PROFILES a- / 6.25' S1.95' 20' 2475 247467 2474.67 TW 2474.672471 `y\ TW 2474.00 2474.10 7W 47400 244 NG - AC CONT. 212 d73.0 / EX.GROUND EL S 241123 AC/0'CF 4-7-��TF NIS CLR BEHIND W \NG / / xIS \ \E%.GRDUNO ELEVATIONS m oQ / BEHIND WALL �'w m 1414 1 \ LL 3 CONT. PEA GRAVFILTER F BRAP ED IC PROPOSED BW/FS �I / : ON FILTER FABRIC ELEVATIONS PROPOSE BW(FS 1' 2470 9 - 46A60. / ELEVATIONS S 9 1411 N4@1B MIN. TF SW TF O.C. 2468,56 4 I\ 2468.64 2468,47 FS 2467.82 2 BIN 2457.30 2467.30 2467.30 � V 00, TF 2a66.6]TF TF x r\ mCONT. 2 /\ m CONT.NT. 0.27' 20' 55' S3.44' o r\ 2465 /28.44' z 2465\ F CLR w a 3 2-N4 PROFILE y��0 J o �� o C O.C. ONT. O.C. rya S ry rve RBW i!5 8.25' 24.9 4'a 15., 10' 144 SEE SHEETS 14 THRU 17 BB.2 CONT. PROPOSED / FOR RETAINING WALLS 5 PROFILE 4'SIDEWALK PROF CALE AND 6 CONSTRUCTION RBwns PROPOBEDB ° ° CURB 8 GUT7ER • e a ° • 4'DIA.DRAIN H NTAL 1'-VERTICAL 1'-2'20' TF As sgowN �� ° CLR o ° ON PROFILES p I 2. G.C. 79.37' I I _ O.C. O.C. 0.25' Ji CLR 2 N J 3 I d$@B, - O.C. Nm rvaw In ry 2ai5 15' 20.71' 44'- - - - 2475-. O'C. 144 O.C. 247a.54 '. TW 2473,52L � NOTA PA RT AC \7 473 0 TIN \ c3 0ZI fi5' 17186 nv 3 ry � Reviewed For Coda Compliance \ EX RET. 32.99' S0.26' 27 �12.33'n _ WALL 2470.58 _ TYPICAL SECTION �, �,'�e.d'��a�d. 2470 246985. - - -/1 ./ 2470- ms aa�N••�M•m. NMr .m"Po RBW 7AND8 TF EX,GROUND ELEVATIONS r•n ' ' ^ SCALE 1'=7'-0' BEHIND WALL ` / E%.GROUND ATIONS Reviewed By:David Fredb / BE WALL 11J02120 24fi8.17 241110 F22 TW S PROPOSEDBW/FS 1 468.03 NOTES 2d67.17 ELEVATIONS ` EP TF 2666.90 2466.83NGRCj 1. ALL CELLS SOLID WITH GROUT. BW 4S6 2466.16 AC BW 2. BACKFILL PER BOILS REPORT. dfi5.7 2465 0 3 4E5651 PROPOSED BWIFS FS 3. ADJUST PEA GRAVEL DEPTH IN FIELD TO MESAS TF N.)'CF ELEVATIONS ACCOMODATE WEEP HOLES. E 2465 TF 2465 03 2464.40 ° NG FS -- 2465 F'c = 3.250 PSI FA 4 464.55 I Fy = 60,000 PSI TF 1S' 18.31' 14.14' 31.B6' $� 246121 LEGEND 3731. ry a14.14'a 22''•' a 906• RETAINING WALL FOOTING 83.25' d0' 79.31' 123.25 PROFILE PROFILE °s RBW#7 RBW#8 PHASE II PROJECT#:10903 RECOMMENDED FOR APPROVAL BY: S DATE: APPROVED BY: ry P s PLANS PREPgRED FOR: DESIGNED BY: BENCHMARK CATE Apr-) ppOFE55704 AF FERMIN YUCAIIPAPUBCTOROK3 DEPARTMENT ENGINECRINGDI SIO xy U�A�Z,F"K4y4.y EER THE CITY OF YUCAIPA BL BRASS DISK SET INTOP OF LURE.SERETURN YUCAIPA CITY OF YUCAIPA PUBULNARN50EPARIMENTENGINEERING DIN510N m I� 11u1'��/'Jj WL�f'I�,IIVY1�11 w 4-' 34272 YUCAIPA BOULEVARD BLVD.B Slh ST. z 71!" CONSULTANTS,INC. s 6a421 0 DRAV.N BY: ELEV.=24B7.07B FEET CITY C• F Y U C A I P A �-aZ010I PLANNING.ENGINEERING.CONSTRUCTION MANAGEMENT E%FIRES y YUCAIPA,CA 92399-995p yg 8/70/24 CONTACT PERSON:FERMIN PRECIADO 5TH STREET23052-H ALICIA PARKWAY p1B8 t//�/.DL 23052-H LICIAIEIO, CA92692 MI �(� `� 07212022 �QtF C1wDF=OROFDEVFJ_OPNENTSERVICESCTFYENGNEERTEL:(949)336-6336 www..Pa�°n.c°m w (909)797-2489 OHECKEDBY. RETAINING BLOCK WALLS 7 AND 8r gW,P.E. R.GE604j1 DnTE RM. Dale By RE-10. APpd 6"'°' D 1 2 3 PROFILES AND TYPICAL SECTION 2 c1 17 13 7 i I u 22.:' i:' 2474.54 TW 2473.52 AC ! ^' ACAI'CF 47 EMt7 R4V6,29 2469.EL4TF C1w; C 2'CURB TRANSITION AC 2474,67 TW + ,z 2474X AC 28 h I 4 � 41 N 2489,98 Tr BW NGrOTC + -s 1 .._ SIN A 1+ -4 AC p }�[ (��+a+ .74.i�27 :� � a BF 1'V *5iEN0 CURB 13 EO.SPACES 0 8'-O-S O.C.- 104'-D'! 9.11 T�� 3 E0.SP$0 7'-f0 O.C..27' � 0 _ND RBW 97CURB BEGIN { ` >8 TW, 297? a�r V 466.83 MING 2466.16 FS 12 2A t�� ,t Ar, 24� 7 i;iy } 26 W } 2471.861W-2465.16 TF; 42'-6' E.I.SEE 2/RN-J 2474,61 TVY l +74.Q{}` ,. I 7+ - T' 71 7 2 14' __ (21tTd,� '. -VAP 25 z.s71.86 TW'AP FS �' 3 ' � LNG �Jr `��' ,RW 24 4 5 6 7 8 9 v 10 11 12 13 14 15 " 16 17 �2C 21 22 r 2 1, h.",i;t,46 IF fD p�. �............—,__ - -- I. 0K 9 ID-SHOTCRETE WALL 10'SHOTCRETE WAIL rr gyp. 9 C ' d`` 1 G nyi '� 41 T Y +q T A Wi # - RB,A ?, a --... n 4 TW � RW—tA FL 2470,40 FL o� 2476.68 TW?AP o 2475-34 TIN r rt^ T,�,`` 24�.9f}BW C? 2471,01 BW v, 246$56 TWB�V 2474.67 r T °q TC 2465�,81 TF 246�VT. 2469.98 TF o , 246&47 W 2466J2 FL ;47 T 2465.22 FL 7 .78 T 2461-K TF 2467.30 T F ��M 1'� 2 .39 FL 2470.70 FL N EP `Pj 2469.31', 24 1J7) 246&7 -1 FP 26*00 EP EP 27+00 LVATS OF 5TH STREET CONSTLT oNSTRUCT" Reviewed For Code Compliance PARTIAL PLAN Z© R,Yi dBy:David Fiodbo� 1210212022 E ry S PHASE II s PROJECT#:10903 RECOMMENCED FOR APPROVAL BY: DAM- APPROVEDBY: 4 PLANS PREPARED FOR DESIGNED BY: BENCHMARK DATE: E I p�y'Y -IN PRECIAOO,DIRECTOR OF DEVELOPMENT SERVICEV CITY ENGINEER �� -QOomo �,lMAr[,r f{. THE CITY OF YUCAIPA SR CS BRASS DISK SET IN TOP OF CURB,SE RETURN YUCAIPA CITYOFYUCAIPA PUBLIC WORKS DEPARTMENTENGINEERING DIVISION q e . BLVD.a Fh ST. F o RETAINING WALL PLAN34272 DA CITY o F YUCAIPA Ne20101 'du 9 a 7UCAIPA BOULEVARD ELEV. FEET 8 Qo 1 Ae, * YUCAIPA,CA92399-9950 5TH STREET °��° RW-1 RO F CONTACT PERSON.FERMINSICITY N RETAINING WALL#58#6 B m rn ry N Q CTU* DIRECTOR Of DEVELOPMENT SERVICES/CITY ENGINEER CHECKED BY: n w (909)797-2489 AO mIa By REwsloNs ADP'4 S"k 0 1 2 3 34272 YUCAIPA BOULEVARD YUCAIPA,CA 923995950 sn..I 14 or 1 '-0' 8'-0' I5'-0'1 42'-6' 2 i w 6 7 RW-3 RW-3 E.J.SEE 2/RW-3 H " (E)GRADE u €€ 10'SHOTCRETE WALL (BEYOND) --,c+ PAD ELEVATION PROPOS 11 2470.0' 2469.98'BOTT.OF WALL tia` (FRONT)UGZRADE (()ORAp) 7�5 PROPoSED RW-3 LJ =WAR On flF-11 T.O.PAD1 —2470.0' {7 F WALL 2467.30'BOTT.OF WALL g A BOTT.OF WALL L 08 TIP ..2459.0' m 2460.0' - �aLDIEs�e 2460.0' 1 2 3 �_ \nP EL -2155.0' RW-3 RW-3 4 5 6 7 8 I 9 J 10 11 12 13 14 15 16 17 18 SlwrDu e ELEVATION RW#5 A SECTION 1 IN-V-0' RW-tA I/e'•r-o' RW-1A Reviewed For Code Compliance R. w4nven. -vbme. e..P.mu x...�yra�nM w.wam 2 19,-9, n.n.aa-mrmo-,ww w.lo R.W.::dBy: ryDgViO, e i0 µi_1 L02R022 6 7 j u n . RW-3 RW-3 E ?y�f GOBADE 10'SHOTCRETE WALL _ PAD ELEVATION O f •' — — -- —PIRIPO GI1xbE � — — 2470.0' R60a'1 hb^0'6 (FRONT) 2469.98'BOTL OF WALL _PRO L J i � 2470.0' 2467.30'BOTT.OF WALL T.O.PAD TT.OF TIP EL.• 463.0' TIP EL.-2459.0' L - 28 29 W -- - _ TIP EL.•26.0' 2460.0' 45 �P EL. 2455.0' nP E -2456.0 27 SOLDIER BEAM 8 5 2460.0 RW-3 RW-3 19 20 21 22 23 24 I 25 26 J SW1F'f DIA d ELEVATION RW#6 B SECTION 2 RW-1A 1/B'-1'-D' RW-tA E PHASE II $ PROJECT#:10903 RECOMMENDED FOR APPROVAL BY'. DATE- APPROVEDBY- y PLANS PREPARED FOR: DESIGNED By BENCHMARK DATE' peefESs SR FERMIN PRECVIDo.DIRECTOR OF DEVELOPMEM SERVICESI CITY ENGINEER �� `¢om^ ��""" � ELEVATIONS THE CITY OF YUCAIPA CS BRASS DISK SET IN TOP OF CURB.BE RETURN YUCAIPA CI OF YUCAIPA PUBLIC VARNSDEPMMENT ENGINEERING DIVSION n 6 n e N 2 0 BLED.A24 6T. m�o m m - & °RA DA C I T Y O F Y U C A I P A .ae Nu.2D101 9 a 34272 YUCAIPA BOULEVARD ELEV.=24B707B FEET 8 ADO .� c * a; SECTIONS PA,CA 92399-9950 ate ABY CONTACTUCAI 5TH STREET C—wRW PERSON:FERMINPRECIADO -1A AeCTUALF' DIRECTOR OF DEVELOPMENT SERVICES/CITY ENGINEER cHECKEDBY: RETAINING WALL M W c (909)797-2489 AO Dale By REVISIONS APPe s`�b 0 i 2 3 34272 YUCAIPA BOULEVARD YUCAIPA,CA 923995950 sn�l 15 cl 17 u S C H E D U L E NELSON HEADED STUDS MATERIAL SPECIFICATION GENERAL NOTES SOLDIER BEAM x-T ENamNTNr TorN- SNOT 1.Nelson headed studs shall be only Inch diameter unless noted otherwise. 1.Construction shall conform la the 2019 California Building Code and applicable regulating HDWr oEvm iErvcm ouaErER 2.The studs shall be installed Doty by operators approved by the manufacturer and who are thoroughly SHAFTS 9 PP� 89 9 NUMBER & SIZE SECT. Tn1 trim .a COMMENTS familiar with the installation e ui ment. requirements of Los Angeles. (� r (,C ) 3.The face of soldier beam flange shall be wire-brush clean per SSPC-SP-2 or SP-3 and free of an q City 9 1 THRU 3 g p Y 2.Work shall be Safety Ord in accordance With the latest edition(2015)of the State of California / / � 1. Shafts are to be machine drilled. Shafts are to be accurate) located so that the soldier beams - 7 11 18 24 PERMANENT SHORING coating. y Construction Safety Orders(CAL-OSHA). W18x46 't 4.Any stud with weld showing less than a full circle shall be replaced or repaired In accordance with are in the proper relation to the existing property lines and garage walls. AWS Standard. 2. Provide protection against sloughing or caving as required. 3.The design of the permanent shoring system y based upon recommendations contained in the /a THRU /9 Geotechnical Investigation Report prepared by Converse Consultants dated April 3,2014 W18x50 I B 12 20 24 PERMANENT SHORING 5.Special inspection is required for field applied Nelson studs. 3. Shafts shall not be drilled adjacently;a minimum 2-phase sequence is required unless otherwise (project No.13-81-293A1) directed by the Geotechnical Engineer. 4.The Shoring Contractor shall familiarize with pertinent data therein and a copy of the soils /10 _1 8 12 20 24 PERMANENT SHORING REINFORCING STEEL report and addendums shall be available at the job site. W18x50 STRUCTURAL STEEL 5.The Sharing Contractor shall be aware of the areas of sand and water as shown on the logs of it 1 THRU/18 1 1, Reinforcing steel shall conform to ASTM A-615,Grade 60. borings and the problems caused by caving and raveling during drilling,excavation and _t 8 12 20 24 PERMANENT SHORING 2. Reinforcing shall be placed in accordance with the drawings and shall be held firmly in place prior installation of lagging. Special measures may be necessary to W1Bx50 1. Structural steel shall conform to ASTM A-572,Grade 50 or ASTM A-992.Apply Carbolina gg g' P Y ry permit proper installation of to concretinglshotcreting. Pp y soldier beams and lagging. /19 THRU/25 2 3. Hooks shall be standard hooks per ACI 318,Section 7.1 unless detailed otherwise. Carboguard 890 VOC Epoxy Coating to length of solder beams as shown On SECTION. 6.The locations of existingand new underground Utilities are shown in an approximate way only, W18x50 8 12 20 24 PERMANENT SHORING 4. Dowels shall be the same size and spacing as the vertical reinforcing unless noted otherwise. CARBOGUARD 890 VOC shall be available at the job site for touch-ups to cover areas where g PP y and all utilities may not be shown. The General Contractor shall determine the exact location 5. Lap splices shall be 40 bar diameters. If 2 different sae bars are encountered,use the smaller welding,nicks or scratches have occurred. u /26 THRU/27 and depth of all existing utilities before commencing. 2 bar diameter. 2. Miscellaneous steel shall conform ASTM A-36,ASTM A-572,Grade 50 or ASTM A-992. W18x46 -m 7 11 18 24 PERMANENT SHORING 6. Bars shall be clean of rust,grease or other material that may impair hood. 3. Pipe and pipe sleeves shall conformm to ASTM A-53,Grade B. 7.The General Contractor shall contact Underground Service Alert at 811 at least two working 7. Additional reinforcing equal to that interrupted shall replace all bars interrupted by openings. days before commencing any excavation. 128 THRU /29 Q 5 7 12 24 PERMANENT SHORING Place half the additional reinforcing on each side of the opening and extend to the some length B.Heavy vehicular traffic surcharges,such as cranes,concrete trucks,material trucks or material w18x40 -m required for bar laps of Interrupted reinforcing. storage loadings,shall be prohibited within 10 feet of the soil side of the shoring bulkhead. CONCRETE FOR SOLDIER PILES 9.Dust shall be controlled at all times during shoring installation,excavation and grading. SHOTCRETE for RETAINING WALL 10.Provide means to prevent surface water from entering excavation by over top of shoring. NOTE: L = H + D + 12"t ROUNDED TO THE NEAREST FOOT 1. Minimum strength of concrete shall be 4500 psi at 28 days.When water over 3-inches in depth is 11.Temporary cuts shall not exceed slopes recommended in the Geotechnical Report nor those 1.Shotcrete shall conform to 2019 California Building Code. present in drilled pile holes,a concrete mix with strength of 1,000 psi over the design strength shown on drawings- 2.Minimum shotcrete strength shall be 4500 psi at 28 days. shall be tremied from the bottom up. 12.Coordinate with Architectural.Structural and Grading drawings for soldier beam layouts. The 3.Cement shall be ASTM C-150,Type IIN and shall comply with Section 1906.1. 2. Provide special inspection by a City of Yucaipa certified Deputy Inspector for concrete greater General Contractor is responsible for the field location and depth of existing below grade 4.Aggregates shall conform to ASTM C-33 and shall comply with Section 1908.1 and 1908.3. than 2500 psi. Coarse aggregates,it used,shall not exceed%inch. utilities. Existing grades and bottom of the structure's foundation are estimates only and may 3. Cement shall mix ASTM Csh50 Type IIN. S.Admixtures shall conform to ASTM C-494,ASTM C-260,ASTM C-350 and/or ASTM C-002,as not reflect the exact field condition. 4. The concrete mix design shall be reviewed and approved by the Shoring Engineer prior to use. applicable. The concrete mix design shall be prepared,stamped and signed by a Civil Engineer registered in 13.Installation of shoring and excavation shall he performed under the continuous observation and 6.shotcrete proportion shall be selected that allow suitable placement procedures using the delivery 5. approval of the Geotechnical Engineer and deputy Grading Inspector. equipment selected and shall result in finished in-place hardened shotcrete meeting the strength the State of California. 14.No trenches or excavations 5 feet or greater in depth into which a person is required to requirements specified within. descend shall be constructed before obtaining the necessary permits from the State of 7.The water-cement ratio shall be a maximum of 0.45,by weight. STATEMENT OF SPECIAL INSPECTION California Division of as been Safety and prior to the issuance of a building or grading vermt. B.Provide special inspection by a City of Yucaipa approved Deputy Inspector. SLURRY 15-The shoring system has been designed in accordance with applicable codes,the approved 9.The concrete mix design shall be prepared,stamped and signed by a Civil Engineer registered in 1. CONTINUOUS AND PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE WORK AS DESCRIBED IN the State of California. soils repperman drained soineanpirtio CBC 2019 CHAPTER 17.SEE INSPECTION SCHEDULE BELOW.ONLY CHECKED ITEMS ARE 1. Cement shall nt ASTM C-150 Type IIN. 16.After the permanent subterranean portion of structure is complete,tops rp ses. beams shall REQUIRED. 10.The concrete mix design shall be reviewed and approved by the Design Engineer prior to use. 2.Slurry shall contain 1 12-sacks(141 Ibs)of cement per cubic yard of sand.(2 sacks for 11.The face of the shotcrete wall shall have a wood-float finish,unless directed otherwise by the underpinning access pockets). be removed 2 feet below finished grade for Architect requirements. purposes. Consult with 2. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OF FAILURE TO COMPLY WITH THE General Contractor or Architect. 3. Sand shall conform to ASTM C-33. the General Contractor and/or Landscape Architect for requirements. PLANS OR SPECIFICATIONS.ANY DETAIL THAT FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE 12.Any deposits of loose aggregates or rebound shall be removed from the surface to be covered REFERREDTO THE STRUCTURAL ENGINEER FOR INTERPRETATION OR CLARIFICATION. prior to placing succeeding layers of shotcrete. Rebound shall not be re-used as aggregate. 13.If shotcrete is to be applied below the ground surface,an excavation of at least 48 inches wider 3. FOR VERIFICATION AND INSPECTION OFSOILS SEE SOILS REPORT. than the completed construction shall be provided to permit proper positioning of the nozzle, TIMBER SOLDIER BEAM SURVEY MONITORING(BY OWNER) unless other procedures acceptable to the Building Department and the Design Engineer are 4. CONTINUOUS SPECIAL INSPECTION PER AWS D1.1 IS REQUIRED FOR ALL STRUCTURAL STEEL provided. 1. Wood lagging shall be rough sawn Douglas-Fir No.2. See TYPICAL PLAN SECTION DETAIL. WELDING,EXCEPT FOR SINGLE PASS FILLET WELDS NOT EXCEEDING 5116'IN SIZE.WELDING 14.Unfinished work shall not be allowed to stand for more than 30 minutes unless all abrupt edge$ 2. Wood lagging shall be ACO pressure treated with a minimum retention of preservative of 0.4 pcf 1. Soldier Beam survey monitoring shall be conducted on a weekly basis until the permanent slab INSPECTORS SHALL BE REGISTERED AND'OR CERTIFIED BY THE JURISDICTION HAVING are sloped to a thin edge.Before resuming work,this sloped portion shall be cleaned and where and approved for use in ground contact by the City of Yucaipa. on grade is completed. AUTHORITY AND SHALL AT A MINIMUM BE AM O.C.-1 CERTIFIED.IN ADDITION,WELDING the shotcrete has reached Its initial set,the surface shall be thoroughly wetted. 2. A photographic/video survey of the adjacent streets and structures should be performed to INSPECTORS SHALL BE A COUNTY OF SAN BERNARDINO REGISTERED DEPUTY STRUCTURAL 15.Curing of shotcrete shall conform to Section 1908.9. establish the pre-excavation base-line conditions. Prior to any excavation,survey monitoring STEEL INSPECTOR FOR WORK PERFORMED WITHIN THE CITY OF YUCAIPA 16.Re bound,pockets,sags,sloughing and other defects occurring In the work shell be cut out and WELDING control points and initial soldier beam offsets shall be established to monitor the horizontal and replaced. vertical movement of the soldier beams and 5. WHERE FABRICATION OF MEMBERS AND ASSEMBLIES G PERFORMED ON THE PREMISES OF A adjacent structures. 17.The reinforcing steel shall he securely tied in place in a manner that prevents any movement i FABRICATOR'S SHOP,SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED BY during the shotcrete installation. 1. Welds shall be electric3. Control points,initial soldier beam offsets and daily/weeklic arc using E70XX electrodes or continuous wire feed. y monitoring shall be performed by a THIS SECTION,UNLESS THE FABRICATOR IS REGISTERED AND APPROVED TO PERFORM SUCH 18.Strength testing of shotcrete shall conform to 1908.10 and be made in accordance with the ASTM 2. Structural steel welding shall conform to ANSI/AWS D1.1:2010. California State licensed surveyor. WORK WITHOUT SPECIAL INSPECTION,APPROVAL SHALL BE BASED UPON REVIEW OF THE Standards by an approved testing laboratory. 3. Welders shall be City of Yucaipa certified. 4. Initial and periodic soldier beam readings shall be subrnifted t0 Department of Building 8 Safety, FABRICATOR'S ABRI ATI PROCEDURAL AND QUALITY RY CONTROL MANUALS AND PERIODIC 19.Submit core repair procedure to the Design Engineer for review and approval prior to repair. 4. Provides special inspection b a CI of Yucaipa approved Deputy Inspector for field welds. General Contractor,Shoring Sub-contractor,Shoring Engineer and Geotechnical Engineer. COMPLETION OF FABRICATION PRACTICES BY AN FABRICATOR SPECIAL INSPECTION AGENCY.AT P P 9 9 PP P P P Pe Y City Pa PP eP Y P COMPLETION OF FABRICATION,THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF 5. Weekly monitoring readings shall be submitted within 3 working days after they are conducted. COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN Additional readings shall be obtained when requested- Daily monitoring readings shall be ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.CONTRACTOR SHALL BE INSTALLATION PROCEDURE for SOLDIER BEAMS and SHOTCRETE subrtlitted daily. RESPONSIBLE OF VERIFYING APPROVAL OF FABRICATOR. 6- Control points Shall be established outside the areas Of influence of the Shoring system to ensure the accuracy of the monitoring readings. 1. Drill shafts- 7. If any horizontal or vertical movement of the soldier beams reaches 1 inch allowable deflection, 2. Place coated soldier beams in shaft.See TYPICAL PLAN SECTION for location tolerances. the Geotechnical Engineer and Sharing Engineer shall evaluate such movements and 3. Fill shaft with concrete(additional 1000 psi if water is encountered and concrete is required to Reviewed For Code Compliance recommend applying contingency measures,if necessary,before excavation continues. be tremied by use of a rigid pipe)up to bottom of proposed footing elevations as shown on INSPECTION SCHEDULE ELEVATIONS. Fill balance of shaft with slurry. See applicable SECTIONS for concrete TYPE OF NARK CODE REFERENCE REMARKS strengths. OBSERVATION BY SHORING ENGINEER CONCRETE WORK cac TABLE 1705.3 ❑ 4. Take all initial monitoring readings. See SOLDIER BEAM SURVEY MONITORING for ya. gym.. •d-•- �•x-+�� requirements. RPvbwad By:D vid Elects SHOTCRETENARK cBCTABLE 1705.3 ® 5. Start excavation only after concrete has cured a minimum of 7 days. Excavation of 5 feet -d 1.A pre-construction meeting between the Shoring Engineer,Geotechnical Engineer,Shoring Sub - REINFORCING Contractor,General Contractor and Building 8 Safe Inspector shall take lace nor to start of REINFORCING STEEL CBC TBL t70522 t705a ® maximum is permissible after slurry has cured a minimum of 24 hours. 9 Safety sP P P POST INSTALLED ANCHORS CBC TABLE 1705.3 SEE ALSO IOC APPROVAL. ❑ 6. Lagging between soldier beams is required. shoring for the purpose of procedural review,utility identificationllocation and soldier bearn layout. sTRUCTURALSTEEL CBC 17052 ® 7. Timber lagging shall be treated. See the Material Specification,TIMBER for requirements. 2.The Shoring Engineer shall make periodic inspections to the job site for the purpose of observing B. Careful installation of the lagging will be necessary to achieve full bearing against the retained the installation of the shoring system. STRUCTURAL STEEL WELDING CBC 17052 ® earth. Fill voids behind lagging with slurry to insure bearing of soil along full length of lagging. 3.Observation shall include the installation of soldier beams,rebar,drainage panel,waterproofing, HIGH STRENGTH BOLTING CBC 17052 ❑ Lifts are not to exceed 5 feet unless approved by soils engineer. and review of weekly monitoring readings. MASONRYWORK COD 1705.4 ❑ 9. Do not continue with the excavation until anchors are tested and certified. HIGH LOAD DIAPHRAGMS CBC 1705.5.1 ❑ 10. Excavate and lag to proposed bottom of wall elevation. 'Os. rs DESIGN CRITERIA STRUCTURAL WOOD CBC 1705.10.161705.112 SEE NOTE ABOVE ❑ 12.Install wall reb11 Install water aroeinforcement and expansiog and drainage panels n rreinforcement. 1`'�5`'J� COLD FORMED STEEL CBC 1705.10.2A1705.11.3 ❑ 13.Install shotcrete. 3 9� 1. Building Code:...... .. ......2019 California Building Code DRIVEN DEEP FOUND.ELEMENT CBC TABLE 1705.7 ❑ 2. Concrete:.......................AC1318-14 CAST IN PLACE DEEP FOUND. CBC TABLE 1705.8 ❑ � SOIL CONDITION CBC TABLE 1705.E ISEE SOILS REPORT FOR COMPLIANCE❑ 3. Steel:..........................AISC"Steel Construction Manual;15th Edition z 4. Soils:..........................Geotechnical Investigation Report prepared by W Converse Consultants,dated April 3,2014. A (Project No.13-81-293-01) PERMANENT COMMON NH (PSF) CANTILEVERED SHORING PHASE II EARTH PRESSURE DISTRIBUTION a SEE DIAGRAM ABOVE PROJECT#:10903 0 MAX.LAGGING PRESSURE - 400 PSF RECge.1ENDEDFORAPPROVA.SY: PASSIVE VALUE(BELOW LEVEL OF EXDAV.) - 250 PSF/FT(OVER 2-DIA) MAXIMUM PASSIVE PRESSURE - 2,500 PSF DATE LOUD COMBINATION: 1.OH APPROVED sr: 5 O PUNS PREPARED FOR: DESIGNED": BENCHMARK SR F-IN PRECWDO,gpEGTOR OF DEVELOPMENT SERNLESI CITY ENGINEER Il pll�6"uOJl�.11ll ll daomo ,-",',.�aMA 7'q[� GENERAL NOTES THE CITY OF YUCAIPA CS BRASS DISK SET IN TOP OF CURB.SERETURN YUCAIPA CITY OF YUCNPAWaLIL NORIc50EPARTMENTENGINEERING DMSIGN !1//SVVV `ll1LLL115 a U m m N y o ¢ BLVD.$5th ST. a N n n DRAWN BY ELEV.=2487.078FEET C 1 T Y O F Y U C A I P A .a w.20101 oY} 9 34272 YUCAIPA BOULEVARD DA Q ``" oM/ Aar SCHEDULE YUCAIPA,CA92399-9950 5TH STREETRW- W ZIPw n rZ iQ CONTACT PERSON:FERMIN PRECIADO m to n N J RtlCTUP� DIRECTOR OF DEVELOPMENT SERVICES/CRY ENGINEER c CIO DBY: RETAINING WALL#5&#6 (909)797-2489 AO mte sr REUlslans AWd s`°I01 0 1 2 3 34272 YUCAIPA BOULEVARD YUCAIPA,CA 92399-99 snsel 6 a .. / L3r3.I/+CUARD RAIL MIN.CABLE POST B EACH AROUND PERIMETER SOLDIER BEAM -RAT HOLE- % OF SITE(TYP) MAX AS REO'D �/� 2 CABLES WIN. 2-J4 O ENDS sR.rLw ruDIN4 a LaAmx.,1'y SOLDIER BEAM j\,\, OF HAIRPIN sam wi Soroc-s¢run �\\/��// 1�/j\`\ s�9rl B.n-na wi w.ww wrtn 50.•,.1pp1i m.Darc nu•Wec fe•c omtom sNeT e v m+) GP(TyP) A r A owssm a :�. Y 45' SOLDIER3-6 BEA4 � % �' N `• r (ua/]s.ml :� r 6 L / J 6 1•_D 2. "VO QQCLRi I �A /i i? \ii\NT/ \//\/ 04 HAIRPINS O 12.O.C. (TYP) S s,•ra•KLsol snm a yr PLAN LAGGINGx mum new uaac as o m rtx u[sa na Bdu rqi 3ouy to vt' ,w m 99 aD[W }1y/!� T y�,,S� (/�� -LAGGING,DRAINAGE AND WATERPROOFING OMITTED FOR arrccT m Nu curl urs (CAN BE USTW,:W T�7E 51� (,/ 001 R "'301003 SOLDIER BEAM B — CLARITY SECTION N.T.S. N.T.S. N.T.S. N.T.S. SOLDIER BEAM SPLICE DETAIL 3 TEMPORARY GUARDRAIL DETAIL 3 END OF WALL DETAIL Rw 3 PERMANENT LAGGING PLAN SECTION Rw 3 3T,AQ 10•THK SHOTCRETE sam aw WALL r SUBDRNN DETAIL snl¢ SEE B/NW-3 FINISH GRADE 'a°O1 \ sam sam Bru" nE PE[ slmomE ..eL osowct Is[ cacwT[+uL surm•uu wL ��Na.• Pr"a �/. /.�/ 3.12 LAGGING � J..]uVllE nelYa<. �) OBonrrpiros - - , �M• u:lix:ir - - •YA ,, .7[,IB GP ? sum s+IL wa[r oveL m'� BOIT.OF ✓` nunem wrwnm r.[ �y T1 1A1 wL J3 4l�Ll-1 ?o I�G7�`p� �� J m mw SOLDIER BEAM lass sees a Ir mu. Be) d IEORBQ wE (a»Ec[a Vr Isa,Bxr [�. �as ruu eArturL M OIRN B.IrM4S STild ne YIN O ° 5 •^B BOTTOM OF WALL DETAIL N.T.S. mnr Msc RW-3 -rnoi macro�[sne ux IB• anlol xnml saBol wT. -rm oueR.uax r.Bwl+w rp anurmw Pwss ra ud slorn N.T.S. N.T.S. b••eSuRcE nbll TBP a ruLL �IBY IIREl6 N.T.S. f0 IOP a-DER BENT CORNER DETAILS :1 03 SUBDRAIN DETAIL R83 �! EXPANSION JOINT DETAIL TOP a rws RW-3 IsEE nKl srWE N rWae6 (w oTlrns) SPutE nlBll� [a Eo. la' SOLDIER BFAN SOLDIER E. P Reviewed For Code Compliance 1`� 2+' 2,1 mw RR> wod By D v' id Freda \,,d ° \� G ° y - wniR BTAY 1•,R �` 'a �,� 121021202.2 '/ '/�J' r d ^ .aoo wcnc Om.) • • • rB0 2. o Ix'nc b•d LONG BEW CMU FTC. $ MRU a -rox aARm,Inrmw d ARE WT roaIG PANRS HORIZ.REBAR y 0' rDR cwlm,awNASE a WAYERPRDDrnO PER APPROVED DINGS. 'p i - _ EPDXY W/SIMPSON xP SET B, Bg _ (M NorSNOW>r.WATERPROOr1NG,r REo'D S (Br oTNERs) € EMBED. Is a I]'n.n d d IrsRr.l N.T.S. - 3 Nsm REBAR SPLICE DETAIL RW-3 snDs § e Ix'Dn PHASE II PROJECT#:10903 " RECOMMENDEDFORAPPROVA.BY'. N.T.S. DATE. END OF WALL DETAIL 6 APPROVED BY: RW-3 TOP OF WALL DETAIL RW-3 s .,.K PLANS PREPARED FOR: DESIGNED BY: BENCHMARK DATE SR O RaoTFss14yt SR FERMIN PRECIADO,DIRECTOR OF OEVELOPMENTSERVICE-1-ENGINEER ��`Lfj?Tq.�{7n� `Qomo ti 4.HyKA ,'� THE CITY OF YUCAIPA CS BRASS DISK SET IN TOP OF CURB,SE RETURN YUCAIPA cl—y—PAPDBLICKORKS DEPARTMENTE-INEERING DMSION S 1I�1111 0O+�wl1l /L��nW((1 1S w U�Ic n� o !£ BLVD.B 5th ST. tl B a a TYPICAL DETAILS 34272 YUCAIPA BOULEVARD DRawN BY ELEV.=2487.078 FEET Q� m9�m6 a' DA CITY OF YUCAIPA DBNn2D101 I * YUCAIPA,CA92399-99505TH STREET D "° RW-3 CONTACTPERSON:FERMIN PRECIADODIRECTOR OF DEVELOPMENT SERVICES/CITY ENGINEER CI CKEO BY "b`T j0.� RETAINING WALL#5&#6 (909)797-2489 mIr Br REOISIdnS APPv s"1e o i z a 34272 YUCAIPA BOULEVARD YUCAIPA,CA 92399,9950 sn�.l 1 7 .17 NO. DESCRIPTION UNITS PHASE II QTY UPDATED 2023 PRICES TOTAL CONSTRUCTION 1 Mobilization LS 1.00 $30,000.00 $30,000.00 2 SWPPP LS 1.00 $10,000.00 $10,000.00 3 Traffic Control LS 1.00 $30,000.00 $30,000.00 4 Construct 4” A.C. Pvmt. over 12” Cl II Base SF 4,102.00 $7.00 $28,714.00 5 Construct 3” A.C. Pvmt. Over 12” compacted subgrade SF 2,131.00 $3.70 $7,884.70 6 Construct 8” PCC Curb and Gutter Per San Bernardino Co. Std. 115 LF 691.00 $37.00 $25,567.00 7 Construct 8” curb per SPPWC Standard Plan 120-2 Type A1-8(200) LF 130.00 $22.00 $2,860.00 8 Construct 5' Sidewalk Per Yucaipa Standard Dwg. 115-1, Type A SF 4,830.00 $10.00 $48,300.00 9 Construct Modified Commercial Driveway Approach Per Yucaipa Standard Dwg. 110-0 SF 1,258.00 $21.00 $26,418.00 10 Construct Modified Driveway Approach Per Yucaipa Standard Dwg. 109-0 SF 1,170.00 $15.00 $17,550.00 11 Sawcut And Remove Existing AC Pavement (1' Min) LF 0.00 $4.80 $0.00 12 Remove and Dispose of Existing Concrete Retaining Wall w/Fence LF 143.00 $100.00 $14,300.00 13 Relocate Existing Air Vac EA 0.00 $7,000.00 $0.00 14 Remove And Dispose of Existing AC Pavement SF 3,637.00 $2.00 $7,274.00 15 Extend Fire Hydrant Service Line To New Hydrant Location And Install New Hydrant EA 2.00 $9,000.00 $18,000.00 16 Remove and Dispose of Existing Steel Guard Post EA 0.00 $340.00 $0.00 17 Remove and Relocate in Kind Interfering Portion of Ex. Fence to R/W LF 140.00 $33.00 $4,620.00 18 Remove and Dispose of Existing Concrete Driveway SF 1,123.00 $3.50 $3,930.50 19 Adjust Manhole to Grade EA 1.00 $2,000.00 $2,000.00 20 Adjust Water Meter to Grade EA 0.00 $1,100.00 $0.00 21 Adjust Valve to Grade EA 2.00 $400.00 $800.00 22 Relocate Existing Telephone Cabinet EA 0.00 $5,500.00 $0.00 23 Relocate Existing Cable TV Cabinet EA 1.00 $5,500.00 $5,500.00 24 Relocate Existing Sign EA 3.00 $400.00 $1,200.00 25 Relocate Existing Mailbox EA 3.00 $500.00 $1,500.00 26 Remove and Dispose of Existing Concrete Sidewalk SF 1,372.00 $3.50 $4,802.00 27 Remove, Repair, and Replace Existing Turf Landscaping And Irrigation In Kind LS 1.00 $2,500.00 $2,500.00 28 Remove and Dispose of Existing AC Berm LF 280.00 $4.60 $1,288.00 29 Construct Retaining Block Wall LF 890.00 $250.00 $222,500.00 30 Remove Existing Object Marker EA 2.00 $400.00 $800.00 31 Remove Interfering Portion of Existing Retaining Wall LF 177.00 $75.00 $13,275.00 32 Remove and Dispose of Existing Wooden Steps EA 1.00 $550.00 $550.00 33 Sawcut , Remove, And Dispose of Existing Concrete Curb and Curb and Gutter LF 602.00 $9.90 $5,959.80 34 Remove and Dispose of Existing Tree EA 12.00 $1,200.00 $14,400.00 35 Remove and Dispose of Existing Concrete Pedestal EA 0.00 $640.00 $0.00 36 Construct 6” AC Berm Per SPPWC STD Plan 121-2 Type D2-6 LF 0.00 $88.00 $0.00 37 Remove and Salvage to City of Yucaipa Existing Signs EA 0.00 $253.00 $0.00 38 Construct 6” Concrete Curb Per SPPWC Std. Plan 120-2 Type A1-6(150) LF 25.00 $20.00 $500.00 39 Remove and Dispose of Wooden Railroad Ties LF 0.00 $21.20 $0.00 40 Construct 8” Concrete Pavement Per SPPWC Std. Plan 134-2 SF 1,153.00 $25.00 $28,825.00 41 Construct Curb Ramp Per SPPWC Std. Plan 111-5 Case D, Type 1 EA 2.00 $2,000.00 $4,000.00 42 Construct 6” Wide MOW Curb (0”CF) LF 0.00 $26.00 $0.00 43 Remove and Dispose of Existing Dry Concrete Pond EA 0.00 $3,500.00 $0.00 44 Relocate Existing Irrigation System and Replant Slopes LS 1.00 $3,500.00 $3,500.00 45 Construct 6’ High Chain Link Fence and gates Per SPPWC Std. Plan 600-3 LF 705.00 $35.00 $24,675.00 46 Construct Reinforced Concrete Retaining Wall Type 2 Per SPPWC Std. Plan 611-3 LF 114.00 $325.00 $37,050.00 47 STRIPING LS 1.00 $16,000.00 $16,000.00 48 Sandblast Existing Striping/Marking LS 1.00 $2,500.00 $2,500.00 49 Relocate Existing Sign EA 0.00 $400.00 $0.00 $669,543.00 $66,954.30 $100,431.45 $836,928.75 SUB-TOTAL 10% CONTINGENCIES PROJECT TOTAL City of Yuacipa ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COST - PHASE II 5th Street Improvements, Yucaipa Blvd. to Avenue E Project No. 10903 15% CONSTRUCTION MANAGEMENT