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Tract Map 29353-2 Lot 2 Precise Grading - Skyview Park - Revision B
A FIRE DEPARTMENT NOTES ,, LOCATION(S)AND CLASSIFICATION(S)OF FIRE EXTINGUISHERS SHALL BE IN ALL CODE REFERENCES ARE TO BE IN COMPLIANCE WITH THE HEALTH&SAFETY I ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS(CCR),TITLE 19 AND CODE(HSC) SECTION 13145, CALIFORNIA CODE OF REGULATIONS(CCR),TITLE 19; TURF AREA 972482 SF THE CALIFORNIA FIRE CODE STANDARD 10-1 AND PLACEMENT IS SUBJECT TO THE TITLE 24, 2001 EDITION SHRUB/GROUND COVER AREA 80,302 SF FIRE INSPECTOR PRIOR TO FIRE CLEARANCE OFR THE CERTIFICATE OF OCCUPANCY PART 1, CALIFORNIA ADMINISTRATION CODE(CAC) TO BE ISSUED BY THE BUILDING DEPARTMENT. (CFC ARTICLE 10) PART 2, CALIFORNIA BUILDING CODE(CBC) HARDSCAPE AREA 40,296 SF PART 3, CALIFORNIA ELECTRICAL CODE (CEC) RESTROOM BUILDING 625 F HAZARDOUS EQUIPMENT OR OPERATIONS (SPRAY BOOTHS, INDUSTRIAL OVENS PART 4, CALIFORNIA MECHANICAL CODE(CMC) ETC.),SHALL BE APPROVED BY THE TEMECULA FIRE DEPARTMENT PRIOR TO PART 5, CALIFORNIA PLUMBING CODE (CPC) TOTAL AREA 218�7 5 INSTALLATION OR MODIFICATION. A SEPARATE PLAN SUBMITTAL IS REQUIRED PART 6, CALIFORNIA ELEVATOR CODE (CELVC) PRIOR TO THE COMMENCEMENT OF ANY WORK. (CFC ARTICLE 10) PART 7, CALIFORNIA FIRE CODE(CFC) REMOVE ALL REFERENCES TO THE UNIFORM CODES. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSITLBE LIQUIDS, FLAMMABLE OR COMPRESSED GASES,OR ANY OTHER HAZARDOUS MATERIALS. FIRE DEPARTMENT INSPECTIONS AREA REQUIRED. SCHEDULE ALL INSPECTIONS 2 DAYS IN ADVANCE. PHONE: (951)308-6363. OWNER APPLICANT ALL BUILDING(S) SHALL BE APPROVED FOR HIGH-PILED STORAGE (MATERIALS CLOSELY PACKED PILES OR ON PALLETS,OR IN RACKS WHERE THE TOP OF IFYING ALL INTENDED USE(S)AND OPERATION(S) ....... COAS A A DETAILED LETTER CLEARLY IDENT KB HOME _)TAL INC. 'j— STORAGE IS IN EXCESS 12 FEET IN HEIGHT, 6 FEET FOR GROUP A PLASTICS AND OF THE STRUCTURE(S) SHALL BE PROVIDED TO THE FIRE DEPARTMENT ALONG WITH 10990 WILSHIRE BLVD. #70 -PILED THE SUBMITTALS FOR REVIEW. CERTAIN OTHER HAZARDOUS COMMODITIES)OR AEROSOLS PRODUCTS. HIGH AND AEROSOL STOCK SHALL BE APPROVAED BY THE CITY OF TEMECULA FIRE LOS ANGELES, CA 90024 . ........................... .............. WHEN THE PROJECT INVOLVES THE CONSTRUCTION OF A NEW STRUCTURE OR AN /0 ............ ...... DEPARTMENT PRIOR TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN ADDITION TO AN EXISTING STRUCTURE, PLANS AND DOCUMENTS FOR THE FIRE SUBMITTAL IS REQUIRED FOR HIGH-PILED STORAGE OR AEROSOL STROAGE IN �0 CODE,ARTICLES 81 AND 88. DEPARTMENT ACCESS, FIRE HYDRANT LOCATIONS,WATER AVAILABILITY,AND FIRE CO ACCORDANCE WITH THE CALIFORNIA FIRE -/ 59.3 LANE MARKINGS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT PRIOR TO THE I 'z,7 I T LAN RIGH APPROVAL OF ARCHITECTUAL PLANS. A CITY OF TEMECULA APPROVED SITE P -598 COMMERCIAL AND INDUSTRIAL OCCUPANCIES, SPECULATIVE USE BUILDINGS,(SPEC PE F WAY . ..... TTAL(S). ASSESSORS PARCEL NUMBER ITH POTENTIAL FOR HIGH-PILED STORAGE(HPS)AND/OR WHEREIN NO SHALL BE SUBMITTED ALONG WITH THE ARCHITECTUAL PLAN SUBMI BUILDINGS) W SPECIFIC USE HAS BEEN IDENTIFIED AT TIME OF PLAN REVIEW SUBMITTALS,THE .......... ...... -350-003 THIS PLAN REVIEW OR APPROVAL ENCOMPASSES THE NEIGHBORHOOD PARK PLANS ....... 957 FIRE SPRINKLER DESIGN DENSITY SHALL BE A MINIMUM DENSITY OF.45 ...... ....... . ........... ............ SQUARE FOOT DESIGN AREA. FIRE SPRINKLER ONLY. FIRE SPRINKLER SYSTEM(S), ALARM SYSTEM(S), UNDRGOURND FIRE LINES GPM/SQUARE FOOT FOR A 2,000 OR ANY OTHER FIRE PROTECTION SHEADS SHALL BE 2680F FOR THESE BUILDING AREAS. (NFPA 13) SYSTEM OR REQUIRED FIRE DEPARTMENT LEGAL DESCRIPTION PERMIT(S), REQUIRES A SEPARATE PLAN SUBMITTAL AND ARE NOT ENCOMPASSED IN THIS PLAN REVIEW OR ...... AUTOMATIC EXTINGUISHING SYSTM(S)SHALL BE PROVIDED TO PROTECT APPROVAL. LOT #2 OF TRACT NO.29353-2 -TYPE FOOD HEATING AND PROCESSING EQUIPMENT THAT P �Y kOPERT COMMERCIAL . .... ................... ALL WEATHER ACCESS ROADS SHALL BE APPROVED BY THE TEMECULA FIRE GREASE LADEN, VAPORS. A SEPARATE SUBMITTAL IS REQUIRED FOR INSTALLATION .. ..... ..IN ACCORDANCE WITH CFC ARTICLE 10, NFPA 17A, DEPARTMENT AND IN PLACE PRIOR TO ANY COMBUSTIBLE MATERIALS PLACED ON .... ....... OF THE SYSTEM AND SHALL BE ............. ... ...... SHEETINDEX SITE. ACCESS ROADS SHALL BE MAINTAINED CLEAR OF OBSTRUCTIONS. (CFC AND 96 ............... ARTICLE 9) COV R COOKING HOOD(S)SHALL SHUT DOWN 1. CS C ALL GAS AND ELECTRICAL POWER UNDER .. .. ... ACCESS SHALL BE IN COMPLIANCE WITH THE CALIFORNIA FIRE CODE(CFC),SECTION .......... UPON ACUTATION OF THE HOOD FIRE SUPPRESSION SYSTEM. ....... 2. GN GENERAL NOTES 902, AND TEMECULA CITY GUIDELINES. A SEPARATE PLAN SUBMITTAL AND ... ........... 0 PROVIDE ILLUMINATED EXIT SIGNS AT ALL EXISTS AND THROUGHOUT THE BUILDING APPROVAL BY THE FIRE DEPARTMENT IS REQUIRED PRIOR TO CONSTRUCTION. SITE DEMOLITION PLAN . ... ...... A A TO PROVIDE CLEAR DIREDCTION TO THE BUILDING EXITS(CBC 1003.2.8) ALL EXIT LU .......... PROVIDE 12 INCH ADDRESS NUMBERALS ON THE STREET ADDRESS SIDE OR THE 3. DP DEMOLITION PLAN SIGNS SHALL HAVE EMERGENCY POWER WHEN TOWO OR MORE EXITS ARE BUILDING(S). ADDRESS NUMERALS SHALL BE A COLOR CONTRASTING TO THE SITE ACCESSIBILITY PLAN BACKGROUND. ADDRESSES SHALL BE LOCATED SO THEY ARE CLEARLY VISIBLE ............ REQUIRED PER CBC 1003.2.8.5; CEC 700) ............ FROM THE MAIN FIRE DEPARTMENT ACCESS. 4. AP ACCESSIBILITY PLA AN EMERGENCY MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED . ..... 5. AP-2 ACCESSIBILITY PLAN AND DETAILS ALL AREAS OF THE BUILDING. A MINIMUM OF 1-FOOT CANDLE OF :0 ILLUMINATION SHALL BE PROVIDED AT THE FLOOR LEVEL(CBC 1003.2.9) ALL PROVIDE 6 INCH ADDRESS NUMERALS ON EACH SUITE(S) OR UNIT(S) FRONT AND EMERGENCY MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED WITH REAR DOORS. NUMERALS SHALL BE A COLOR CONTRASTING TO THE BACKGROUND. .......... SITE CONSTRUCTION PLAN CONSTRUCTION PLAN 6. CP .. ......... 7. CID CONSTRUCTION DETAILS ........... .......... EMERGENCY SECONDARY POWER WHEN THE MEANS OF EGRESS SYSTEM SERVES AND OCCUPANT LOAD OF 100 OR MORE AS REQUIRED PER(CBC 1003.2.9.2;CEC 700) PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION, DETECTION, -2 CD LA FIRE ........ ................. CONSTRUCTION DETAILS 8. ALARM OR MONITORING SYSTEM(S) SHALL BE APPROVED BY THE TEMECU 9. CD-3 CONSTRUCTION DETAILS ................ DEPARTMENT�PRIOR TO INSTALLATION OR MODIFICATION. A SEPARATE PLAN HVAC UNITO OR SYSTEM>2000CFM SHALL HAVE AUTOMATIC SMOKE 10. CD-4 CONSTRUCTION DETAILS SUBMITTAL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY WORK. (CFG DUCT-DETECTORS INSTALLED AND CONNECTED TO THE BUILDING FIRE ALARM 0 CONSTRUCTION DETAILS 11. CD-5 RIGHT OF WAY! ARTICLE 10) ........ 00 SYSTEM. CD CONSTRUCTION DETAILS ....... 12. -6 ... ....... SITE STRUCTURAL DETAILS 13. SS-1 ... ........ IF ADDITIONS OF WALLS AND/OR OTHER TENANT IMPROVEMENTS OBSTRUCT OR . .... . ALL DUCT SMOKE DETECTORS INSTALLED IN HVAC SYSTEMS LOCATED IN MULTI-TENANT OCCUPANCIES ARE TO RECIEVE THEIR PRIMARY POWER FROM THE EFFECT COVERAGE OR PERFORMANCE OF THE FIRE SPRINKLER SYSTEM AND/OR IF .............. ............... SITE PL-ANT-ING PI:AN FIRE ALARM SYSTEM AND NOT THE BUILDING OR HVAC POWER. (TFPB POLICY 10-02) ANY MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM IS NECESSARY, FIRE P SPRINKLER TENANT IMPROVEMENT PLANS SHALL BE SUBMITTED TO THE CITY OF 44. 1: k:ANB8GAPE PLANTING PLAN -ING BET-All 4 S. LAN966APE PLANT PROVIDE VELOCITY CALCULATIONS FOR EACH DUCT DETECTOR LOCATION TEMECULA FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION OR ....... ......... ........ .......... ........... INSTALLED. THE CALCULATION IS TO INCLUDE THE DUCT SIZE ATPOINT OF ALTERATION(S) NFPA 13 16 TGN PLAN ............. INSTALLATION, CFM OF THE AIR-HANDLER,AND VELOCITY OFR ALL MODES OF ...... ...................... 16. bi bAME)SeAPE IRRI8*T -5-11.6.6 ALL FIRE SPRINKLER SYSTEMS ARE REQUIR ED TO BE MONITORED AT A CENTRAL OPERATION INCLUDING ECONOMIZER MODE. NFPA 92 .. .... ...................... ....... 47. ...........REMOTE OR PROPRIETARY STATION. FIRE ALARM SYSTEM(S) SHALL BE PROVIDED .......... 610 4 6AN96GAPE !RRIGA�FIGN BETIA.tmi3seAFE lwa*ftari BE;mts PROVIDE REMOTE LED ANNUNCIATOR(S)AND REMOT APPROVAL PRIOR TO INSTALLATION. E TEST STATION FOR EACH AND PLANS SUBMITTED TO THE CITY OF TEMECULA FIRE DEPARTMENT FOR DUCT DETECTOR LOCATED ABOVE THE CEILING AND BELOW THE ROOF. NFPA SITE ELECTRICAL PLAN -11.6.4 ............. E-1 ELECTRICAL SITE PLAN 72 ........... 'MAXIMUM OCCUPANT LOAD OF????? IES SHALL POST A -2 15. E ELECTRICAL SITE DETAILS ALL ROOF OR EXTERIOR MOUNTED DUCT-SMOKE DETECTORS SHALL BE LISTED AS PERSONS", SIGN NEAR THE MAIN EXIT FROM EACH ROOM. ........ ..... ....... 16. E-3 ELECTRICAL SITE DETAILS ............... ............. AN EXTERIOR ASSEMBLY PER U.L.AND CSFM. ....... -4 ................ .................... ........ -RATED DOOR ASSEMBLIES WITH HEN OCCUPIED" (CFC ARTICLE 1207) ........ DOOR TO REMAIN UNLOCKED W -INCH LETTERS IS TO READ,"THIS 17. E PHOTOMETRIC PLAN ...... .. SIGNAGE ABOVE MAIN EXIT DOORS WITH ONE .......... .. ....... .. .......... ACTUATION OF SMOKE/FIRE DAMPERS AND FIRE ............. .............. .......... RESTROOM BUILDING PLANS .10,905.93(4) FOR PASSIVE MAGNETIC HOLDERS SHALL COMPLY WITH CBC 713 ...........THE USE OF A KEY OR A2.0 FLOOR PLAN, ELEVATIONS,WALL SECTIONS ALL EXIT DOORS SHALL BE OPENABLE FORM INSIDE WITHOUT OL SYSTEMS. SMOKE CONTR ........ A3.0 DETAILS SPECIAL KNOWLEDGE OR EFFORT. ALL"A OCCUPANCY CLASSIFICATIONS SHALL BE 20 S1 STRUCTURE DETAILS 'A PROVIDED WITH PANIC HARDWARE FOR THE EXIT DOORS. BUILDING ACCESS AND/OR GATE ACCESS IS REQUIRED. PROVIDE A KNOX BOX AT S2 STRUCTURE DETAILS (CFC,ART. 1207) THE FOLLOWING LOCATION: 22. S3 STRUCTURE DETAILS BUILDING MAIN ENTRANCE .. 23 P-1 PLUMBING PLAN AND DETAILS PROVIDE FIRE-RATED HARDWARE IN ALL RATED ASSEMBLIES. GATE(S) SLOPE ELECTRICAUMECHANICAL ROOMS LOCATIONS AS INDICATED M.S.D.S. DOCUMENTS PROPERTY LINE SITE MAP C CONTACT THE FIRE PREVENTION BUREAU FOR ORDER APPLICATION(S) PRIME CONSULTANT HIRSCH AND ASSOCIATES, INC. NOT TO SCALE LANDSCAPE ARCHITECT: 2221 E. WINSTON RD., SUITE A TEMECULA PUBLIC WORKS DEPARTMENT ANAHEIM, CA 92806 APPROVED FOR CONSTRUCTION ................. ........ ............ .... ..... -4340 (714) 776 11B NOTES 8 3 TRACT 29353 A : 2 4A CITY OF TEMECULA,CALIFORNIA Date RORIPAUGH 713 5 TPWD:Maintenance Manager 1.ALL WORK SHALL COMPLY WITH THE CITY OF TEMECULA .. ........ A A 413 SUB RANCH 7C--�— LANDSCAPE STANDARD SPECIFICATION ........... CIVIL ENGINEER: DMS CONSULTANTS, INC. PROJECT 13 Date AND INSTALLATION DETAILS. 12371 EWIS ST., SUITE 203 TPWD Maintenance Supervisor SITE NAP�T, GARDEN GROVE, CA 92840 PARK LOCATION 12 D B' CI F TEMECULA INSPECTIONS ARE REQUIRE' PLANNING AREA 6 ....... 2 TPWD Consultant/Plan Checker Date 17 ECTOF .`1H 'LTHE CITY OF TEME CULA ........... 16 19 LANDSCAPEINSP ELECTRICAL ENGINEER: REEDCORP ENGINEERING, INC. CA" 14 15 LANDSCAPE CONSTRUCTION TNSPECTION JOB CARD. 33A 23272 MILL CREEK DR.,SUITE 200C CO3 m partment Date m unity Services De 30 LAGUNA HILLS,CA 92654 29 18 79 ACT HE CITY OF TEMECU T 3. TRA TOR SHALL CONT, 31 LA SOMA Iff 27 28 Planning Department Date (951 694-6411 PRIOR TO COMMEN I G LA STRUCTURAL ENGINEER: CORREIA CONSULTING N TO SCHEDULE THE REQUIRED PRE-JOB 5762 BOLSA AVE., SUITE 215 .......... 26 24 23 25 Department of'Building and Safety Date MEETING. HUNTINGTON BEACH,CA 92649 ............ 21 20 Approval of these plans shall not be construed to be a permit for,,or any Approval of,any violation of any of the provisions of State or Local Laws,ADA requirements BUILDING ARCHITECT: THE ALBERT GROUP ............ or CC&R's as regulated by respective Homeowner's Associations. One set of 2032 STONER AVE.,SUITE A a2proved plans must be kept on the job until complete. HOLD HARMLESS AND INDEMNIFICATION CLAUSE LOS ANGELES, CA 90025 Underground Service Alert SPONSIBILITY FOR JOB SITE LOCATION MAP CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, Call: T011 FREE NOT TO SCALE- INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, 1 -800 AND TH HALL DEFEND, INDEMNIFY, AND HOLD THE VICINITY MAP HIRSCH &AssocIATES, INC. OWNER/DEVELOPER, THE TPWD, COUNTY OF LOCAL JURISDICTION, AND THE 227-2600 LANDSCAPE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR BUILPING /-ANb SAFETY NOT TO SCALE L-ANDSCAPE ARCHITEC"WRE&PLANNING ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, BILITY ARISING FROM THE SOLE NEGLIGENCE OF THE 2221 EAST WINSTON ROAD,SuiTE A ANAHEIM,CAUFORNIA 92806 OWNER/DEVELOPER, THE TPWD, COUNTY OF LOCAL JURISDICTION, OR THE A TED PHONE714�776,4340 FAx714,776,4395 LANDSCAPE ARCHITECT AND ENGINEERS. A LD1 4-3159 ACCEP -NAME TWO WORKING DAYS BEFORE YOU DIG WWW.HAJL-ANDARCH.COM LA#1710 L2 Checked By ........... Drowing No. ORD: DATE BY REVISIONS APP'D BENCHMARK SEAL: Designed By Drown By I SCALE "I I DAT L RECOMMENDED BY: E- CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS conlimclor 6/6/14 NH AREVISIMS-SHEETSI.2.3.4,5.6.7.8.9,10,11,12,13,14.15.16$ RCD DESIGNATION: T-25-81 Horizontol 1 10 17.18.19.20.21,22; REMOVED TCSD. ADDED TPM NAVD 29, ELEVATION: 1305-535 pored Under Supervision Of ACCEPTED BY: DATE:APPROVAL BOX. ADDED HOLD HARMLESS AND FROM THE INTERSECTION OF FRONT STREET AND RANCHO CS 11"K110f CALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA -3 Dote THOMAS W. IJARCIA INDEMNIFICATION CLAUSE 4r,7& ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND W~� PATRICK IRS^1 DIRECTOR OF PUBLIC WORKS/CITY ENONEER 3/24/1 &ffMOVED CALLE CONTENTRO ROAD AT THE N.W. CORNER OF THE Verticol 2/18 Z 15 R.C.E. No. 48279 D*CoOft NH PLANGROIJND EOUIPMENT FROM SITE MAP, INTERSECTION 54' N OF C/L. RANCHO CALIFORNIA ROAD; 45' W OF C/L CALLE CONTENTRO, 28' N OF FIRE HYDRANT. REMOVED PLANTING AND IRRIGATION SHEETS FROM INDEX. IS W OF P.P. (NO-) 1.5- S OF WOOD FENCE ON CORNER 3/31/2016 Sheet of23 CUT BACK. A 2 1/2- BRASS DISK IN CONCRETE CYLINDER. OF C LA NO. 1710 Expires TEMECULA, CALIFORNIA SET FIBERGLASS WITNESS POST 1' NORTH OF MONUMENT. ----------J_ SKYVIEW PARK RORIPAUGH RANCH TEMECULA CALIFORNIA GENERAL NOTES 1. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN 1T IS OBVIOUS THAT 22. ALL SURFACES IN PUBLIC AREA SHALL BE NON-SLIP IN COMPLIANCE WITH DIVISION 18 OF THE 45. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION UNKNOWN DIFFERENCES EXIST THAT MY NOT HAVE BE KNOWN DURING DESIGN.SUCH HEALTH AND SAFETY CODE OF THE STATE OF CALIFORNIA. ESPECIALLY DURING STORM CONDITIONS AND APPROVED PROTECTIVE MEASURES,AND CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PROJECT LANDSCAPE TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES ARCHITECT. (714)776-4340. 23. REFERENCING OF DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT APPLICATION OF DURING THE GRADING PROJECT, IN ANY CASE,THE CONTRACTOR AND/OR DEVELOPER SHALL ANY DRAWING OR DETAIL. BE HELD LIABLE FOR ANY DAMAGE DUE TO CONSTRUCTION OF EXISTING DRAINAGE PATTERNS. 2. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECUAL&HIRSCH AND ASSOCIATES, INC.TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. KEVIN HARRINGTON(951)693-3997. 24. TYPICAL DETAILS SHALL APPLY UNLESS SPECIALLY DETAILED.WHERE DETAILS ARE NOT SHOWN, 46. SANITARY FACILITIES SHALL BE MAINTAINED AT THE SITE THROUGHOUT THE FIELD ACTIVITIES. PATRICK HIRSCH, HIRSCH&ASSOC. (714)776-4340. SIMILAR OR STANDARD DETAILS SHALL APPLY. 47. DUST SHALL BE CONTROLLED DURING GRADING BY WATERING OR OTHER APPROVED MEASURES. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS IN SUCH A 25. FINISH FLOOR ELEVATIONS REFER TO:TOP OF CONCRETE SLAB UNDER CARPET OR RESILIENT MANNER SO AS TO PREVENT DAMAGE TO EXISTING SITE AMENITIES TO BE PROTECTED. IN THE FLOORING OR WHERE EXPOSED. 48. SAFETY RESPONSIBILITY: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE EVENT OF DAMAGE,THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND TOTAL EXPENSE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS FOR REPAIR OR REPLACEMENT OF SAID SITE AMENITY. 26. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES. PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE 4. THE CONTRACTOR SHALL PROVIDE SEVENTY-TWO(72) HOURS NOTICE TO THE CITY OF 27. ALL WORK SHALL CONFORM TO TITLE 24, CALIFORNIA CODE OF REGULATIONS(CCR). CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS FROM ANY AND ALL LIABILITY, TEMECULA PUBLIC WORKS DEPARTMENT TO AFFECTED UTILITIES WHEN RELOCATION IS REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, REQUIRED. 28. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDA EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OF PICO RIVERA, OR A CHANGE ORDER APPROVED BY THE CITY OF TEMECULA&HIRSCH AND ASSOCIATES. THE OWNER, OR THE ENGINEER. 5. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO THE PROJECT BETWEEN 5:30 PM AND 7:00 AM ON ANY DAY, EXCEPT AS APPROVED BY THE 29. A PROJECT INSPECTOR EMPLOYED BY THE CITY OF TEMECULA SHALL PROVIDE CONTINUOUS 49. ALL AREAS UNDER PUBLIC AND PRIVATE STREETS,CURBS AND GUTTERS SHALL BE COMPACTED CITY. INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342, TO 95% RELATIVE DENSITY. PART 1, TITLE 24, CCR. 6. THE CONTRACTOR SHALL NOT BLOCK DRIVEWAYS OR VEHICULAR TRAFFIC AT ANY TIME EXCEPT 50. ALL WORK PERFORMED IN THE CITY RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT AS DIRECTED AND APPROVED BY THE CITY. 30. CONTRACTOR SHALL COORDINATE ALL UNDERGROUND UTILITIES WITH COLUMN FOOTINGS AND FROM THE CITY'S PUBLIC WORKS ENGINEERING DIVISION. PERMITS ARE TO BE OBTAINED BUILDING FOOTING. PENETRATION OF PIPES, CONDUITS, DUCT, ETC. IN BUILDING ELEMENTS PRIOR TO BEGINNING WORK. 7. THE CONTRACTOR SHALL COMPLY TO HPWH,APWA, WATCH TRAFFIC CONTROL HANDBOOK REQUIRING PROTECTED OPENINGS PER CHAPTER 7 SHALL BE A TESTED ASSEMBLY APPROVED DURING CONSTRUCTION. BY THE STATE FIRE MARSHAL&COMPLY WITH UBC STANDARD#7-1.THE CONTRACTOR SHALL 51. SOILS COMPACTION REPORTS ARE REQUIRED AND THE REPORTS SHALL BE PROVIDED TO THE SUBMIT SHOP DRAWINGS DETAILS FURNISHED BY THE MANUFACTURER OF THE FIRE STOP CITY'S PUBLIC WORKS DIVISION AT COMPLETION OF GRADING FOR REVIEW AND APPROVAL PRIOR 8. CONTRACTOR SHALL CONSTRUCT IN THEIR ENTIRETY ALL ITEMS OF WORK AS SHOWN ON PLANS MATERIAL WHICH CONFORMANCE AND SHALL BE SPECIFIED FOR EACH PENETRATION WITH ALL TO FOUNDATION PLACEMENT. AND DELINEATED IN SPECIFICATIONS. VARIABLES DEFINED. THESE FINAL AND APPROVED DRAWINGS SHALL BE READILY AVAILABLE TO THE INSPECTOR AT ALL TIMES AT THE PROJECT SITE. 52. ALL GRADING IS TO COMPLY WITH APPENDIX J OF THE MOST CURRENT ADOPTED VERSION OF 9. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, DIMENSIONS, LOCATIONS,AND DEPTHS OF THE CALIFORNIA BUILDING CODE ALL ON-SITE UNDERGROUND UTILITIES PRIOR TO START OF WORK. NOTIFY USA ALERT @a 800 31. CONTRACTOR IS RESPONSIBLE FOR PATCHING AND REPAIRING ALL SURFACES DAMAGED DURING 422-4133 (72) HOURS PRIOR TO START OF WORK. CONTRACTOR SHALL VERIFY ALL SITE CONSTRUCTION OR DEMOLITION. MATCH EXISTING FINISHES AND THICKNESS. 53. SECTION 4216 OF THE CALIFORNIA GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION CONDITIONS,DIMENSIONS, LOCATIONS,AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO NUMBER IS ISSUED BEFORE A"PERMIT TO EXCAVATE"WILL BE VALID. FOR YOUR DIG ALERT I.D. START OF WORK. NOTIFY USA ALERT @ 800 422-4133(72) HOURS PRIOR TO START OF WORK. THE 32. UNLESS OTHERWISE INDICATED, SLOPE FINISH GRADE AWAY FROM BUILDING AT 1/4" PER FT. FOR NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4153 TWO WORKING DAYS LOCATION OF ALL UNDERGROUND UTILITIES,PHONE LINE,COMMUNICATION CABLE, IRRIGATION 10 FEET. BEFORE YOU DIG. LINES, DOMESTIC WATER LINES INDICATED ON ORIGINAL PLANS, HIRSCH&ASSOCIATES DOES NOT GUARANTEE OR WARRANT THE ACCURACY OF THE INFORMATION. CONTRACTOR MUST POT 33. THE CITY HAS A COPY OF THE ORIGINAL CONSTRUCTION PLANS ON FILE AND ARE PROVIDED FOR 54. ALL PROPOSED GRADING, EXCEPT FOR OFF-SITE IMPORT EARTH, SHALL BE MAINTAINED WITHIN HOLE TO VERIFY THE ACTUAL LOCATION AND DEPTH PRIOR TO START OF SITE DEMOLITION AND REFERENCE ONLY. HAI DOES NOT GUARANTEE THE ACCURACY OF THE PLANS. IF THE BOUNDARIES OF THE SITE FOR WHICH THE GRADING PERMIT IS ISSUED. CONSTRUCTION ACTIVITIES. IF CONTRACTOR FAILS TO VERIFY THE LOCATION AND DEPTH,THE DISCREPANCIES ARE FOUND THAT CONFLICT WITH THE PROJECT PLANS AND DESIGNS, COST TO REPAIR OR REPLACE WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL NOTIFY HIRSCH&ASSOCIATES FOR DIRECTION. 55. THE PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) OUTLINES SITE STORM WATER POLLUTION ISSUES AND BEST MANAGEMENT PRACTICES(BMPS)TO PREVENT ILLEGAL 10. THE CONTRACTOR SHALL KEEP JOB SITE FREE OF DEBRIS AT ALL TIMES. 34. CONTRACTORS ACTIVITIES ARE RESTRICTED TO THE CONSTRUCTION SITE.ACCESS INTO DISCHARGES OF STORM WATER POLLUTANTS FROM THE CONSTRUCTION SITE. CONTRACTOR ADJACENT PROPERTY IS STRICTLY PROHIBITED. SHALL MAINTAIN AN APPROVED COPY OF THE SWPPP ON-SITE AT ALL TIMES DURING 11. CONTRACTOR TO CLEAR SITE OF ALL WEED AND GRASS GROWTH PRIOR TO START OF WORK. CONSTRUCTION,AND SHALL IMPLEMENT ADEQUATE BMPS TO COMPLY WITH CITY OF TEMECULA CONTRACTOR SHALL MAINTAIN SITE IN WEED FREE CONDITION DURING CONSTRUCTION BY 35. UTILITY POINTS OF SERVICE AND WORK/MATERIAL SHOWN ARE BASED ON PRELIMINARY STORM WATER MANAGEMENT PLAN. FAILURE TO DO SO WILL RESULT IN THE ISSUANCE OF A SPRAYING ALL WEED GROWTH WITH "ROUNDUP"AND REMOVING GROWTH FROM THE SITE. INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY. STOP WORK NOTICE UNTIL THE ILLEGAL DISCHARGE IS ADEQUATELY ENDED,CLEANED UP,AND PREVENTED FROM FURTHER OCCURRENCE. 12. CONTRACTOR SHALL PROVIDE ALL SURVEY WORK NECESSARY FOR CONSTRUCTION. SURVEY 36. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR SHALL EXERCISE WORK SHALL BE PERFORMED BY A LICENSED SURVEYOR OR CIVIL ENGINEER. EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, 56. DUE TO THE DIFFICULTY OF ANTICIPATING EVERY UNSATISFACTORY CONDITION THAT MIGHT BE PIPING OR CONDUIT, ET.;AND TO PREVENT HAZARDS TO PERSONNEL AND/OR DAMAGE TO FOUND IN EXISTING CONSTRUCTION WHERE ALTERATION, REHABILITATION,OR 13. REFER TO ELECTRICAL PLANS AND UTILITY PLANS FOR ALL UTILITY LOCATIONS ABOVE AND EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED RECONSTRUCTION WORK IS PROPOSED, THE FOLLOWING CLAUSE OR ONE OF SIMILAR MEANING BELOW GROUND. IF UTILITIES DIFFER IN LOCATION OR CONFLICT WITH CONSTRUCTION SHOWN BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY HIRSCH& SHALL BE INCLUDED IN ALL SPECIFICATIONS FOR ALTERATION, REHABILITATION OR ON THESE PLANS,CONTACT HIRSCH &ASSOCIATES IMMEDIATELY FOR DIRECTION. ASSOCIATES SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.THESE DRAWINGS AND RECONSTRUCTION PROJECTS: "THE INTENT OF THESE DRAWINGS AND SPECIFICATION IS THAT SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY. THE WORK OF THE ALTERATION, REHABILITATION OR RECONSTRUCTION IS TO BE IN 14. 1T SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW PLANS AND ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS.SHOULD ANY EXISTING COORDINATE THE WORK PRIOR TO THE COMMENCEMENT OF ANY PORTION OF THE WORK. 37. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY FOR FINAL AND EXACT CONDITIONS SUCH AS DETERIORATION OR NONCOMPLYING CONSTRUCTION BE DISCOVERED WORK/MATERIAL REQUIREMENTS&CONSTRUCT TO UTILITY;COMPANY ENGINEERING PLANS AND WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL 15. THE CONTRACTOR IS THE PERSON OR ENTITY IDENTIFIED AS SUCH IN THE OWNER/CONTRACTOR SPECIFICATIONS ONLY. NOT COMPLY WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS,A CHANGE ORDER,ORA AGREEMENT AND IS REFERRED THROUGHOUT THE CONTRACTOR DOCUMENTS AS IF SINGULAR IN SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED NUMBER AND MASCULINE IN GENDER. THE TERM CONTRACTOR MEANS THE CONTRACTOR, HIS 38. CONTRACTOR SHALL NOT USE A RADIO, MAY NOT HAVE A DOG,AND MAY NOT SMOKE, DRINK WORK SHALL BE SUBMITTED TO AND APPROVED BY THE OFFICE OF REGULATION SERVICE AUTHORIZED REPRESENTATIVE,AND/OR HIS SUB-CONTRACTORS. ALCOHOL OR DO DRUGS ON THE SITE. SCHOOL AND ADJACENT STREETS ARE DRUG FREE BEFORE PROCEEDING WITH THE WORK." ZONES. 16. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE 57. ALL CONCRETE USED FOR SITE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2009 PROJECT ONWHICH THE WORK IS PERFORMED AND FOR THE SAFETY OF ALL PERSONS AND/OR 39. UPON RECIEPT OF NOTICE TO PROCEED THE CONTRACTOR SHALL SCHEDULE A EDITION OF THE'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION'SECTION 201-1 PROPERTY DURING THE PERFORMANCE OF THE CONTRACT. PRECONSTRUCTION MEETING WITH THE CITY AND HIRSCH&ASSOCIATES. AND 303,AND SHALL BE TYPE V SULFATE RESISTANT. DESIGN MIXES SHALL CONFORM TO THE FOLLOWING. 17. ALL DRAWINGS, NOTES, SYMBOLS, ETC.WITHIN THE CONTRACT DOCUMENT SET ARE INTENDED 40. CONTRACTOR TO COMPLY WITH UBC SECTION 3303 REGARDING PROTECTION OF PEDESTRIANS A. NON REINFORCED CONCRETE FOR CURBS,GUTTERS AND SWALES SHALL BE CLASS TO CONVEY THE DESIGN INTENT. NO DRAWING, NOTE, SYMBOL, ETC.SHALL SUPERSEDE DURING CONSTRUCTION OR DEMOLITION. 520C-C-2500. ANOTHER.ALL CONFLICTS THAT ARISE SHALL BE REPORTED IN WRITING TO THE CITY B. 4"THICK REINCFORCED CONCRETE FOR SIDEWALKS, SLABS AND MOW CURBS SHALL BE REPRESENTATIVE AND HIRSCH &ASSOCIATES FOR CLARIFICATION/RESOLUTION WITHIN THE 41. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE U.B.C. CLASS 560-C-3250. DESIGN INTENT. STANDARD NO 70-1 AND 70-2,AND CERTIFIED BY THE SOILS ENGINEER. C. 6"THICK CONCRETE FOR SIDEWALK AND SLABS SHALL BE CLASS 660-CW-4000P. ALL AGGREGATE SHALL BE PER TABLE 200-1.4(A)AND SHALL BE 100%CRUSHED SAN GABRIEL 18. THE INFORMATION CONTAINED WITHIN THE CONTRACT DOCUMENT SET IS GIVEN SO AS TO 42. ALL TRENCH BACKFILLS SHALL BE TESTED AND CERTIFIED BY THE SITE SOILS ENGINEER PER THE AGGREGATE (NON REACTIVE)WITH NO GRAVEL OR BULK AND WITH A SPECIFIC GRAVITY BELOW ADEQUATELY CONVEY THE DESIGN INTENT. IT IS NOT MEANT TO BE EXHAUSTIVE IN SCOPE OR GRADING AND EXCAVATION CODE. 2.58 MINIMUM. MAXIMUM SLUMP FOR ALL CONCRETE SHALL BE 4"MAXIMUM.ALL DESIGN MIXES TOTALLY COMPREHENSIVE IN DETAIL NOR IS IT MEANT TO BE ALL INCLUSIVE OF THE SHALL BE SUBMITTED AND APPROVED BY HIRSCH AND ASSOCIATES PRIOR TO ORDERING MATERIALS/LABOR TO PRODUCE THE JOB AS INTENDED. 43. NO ROCK OR SIMILAR MATERIAL GREATER THAN 6 INCHES IN DIAMETER WILL BE PLACED IN THE CONCRETE. NO CONCRETE SHALL BE ORDERED OR PLACED ON SITE UNTIL DESIGN MIXES ARE FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED BY THE SOILS APPROVED. REFER TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL,AND 19. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. ENGINEER IN ADVANCE AND APPROVED BY CITY ENGINEER. PLUMBING PLANS FOR ADDITIONAL INFORMATION. 20. THE CONTRACTOR SHALL PROTECT ALL WORK, MATERIALS AND EQUIPMENT FROM DAMAGE 44. EXISTING UNDERGROUND STRUCTURES: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND FROM ANY CAUSE WHATSOEVER AND PROVIDE ADEQUATE AND PROPER STORAGE FACILITIES UTILITY PIPES, CONDUITS, OR STRUCTURES SHOW ON THESE PLANS ARE OBTAINED BY A SEARCH DURING THE PROGRESS OF THE WORK. OF THE AVAILABLE RECORDS. 21. VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS, BASES AND SPECIAL PROVISIONS REQUIRED FOR EQUIPMENT, PLUMBING FIXTURES, DUCTS, PIPING,CONDUIT, FINISH HARDWARE, ETC. Underground Service Alert FSR Coil: TOIL FREE 1 -800 Q *_. 227-2600 HIRSCH &AssocIA.TES, INC. BUILDLNG AN D�`SAFETY LANDSCAPE ARCHITECTURE&PLANNING 2221 EAST WINSTON ROAD,SUITE A ANAHEIM,CALIFORNIA 9280 ACCEPTEDNME TEf TWO WORKING DAYS BEFORE YOU DIC PHONE .1 AILAND RC omFAx 714,776,4395#110 YYWW.HAILANDARCH.COM L.A�'1 7 1 O • PP' BENCHMARK SEAL: Drowing No. CONSTRUCTION RECORD. DATE BY REVISIONS A D SCALE Lp,ND5cApF Designed a Drown By Checked By L. RECOMMENDED BY: 62Le DATE: /G• CITY OF T DEPARTMENT OF PUBLIC WORKS 6/9/14 NH ADDED ENTIRE SHEET NEW GENERAL NOTES 17 Hips y�' Gx�rocta RCD DESIGNATION.- T-25-81 Horizontal � �, PI s Prepored Under Supervision Of NAVD 29. ELEVATION: 1305.535 -+ ACCEPTED BY DATE : SKYVIEW PARK tot FROM THE INTERSECTION OF FRONT STREET AND NCHOIF IA * * 2/18/2015 T IA N CALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA Dote W GARC r ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND -31 .1 RIG H I R S H DIRECTOR OF PUBLIC WORKS!CITY EWANEER °rte CALLE CONTENTRO ROAD AT THE N.W. CORNER OF THE 3 �, WORKS/CITY INAY A GENERAL NOTES D*WOM INTERSECTION 54' N OF C/L, RANCHO CALIFORNIA ROAD: Vert'Col S� 2 18 15 �,a R.C.E. No. 48279 45' W OF C/L CALLE CONTENTRO 28' N OF FIRE HYDRANT, X. 1.5' W OF P.P. (NO-) 1.5' S OF WOOD FENCE ON CORNER �rF OF CAl'`�O 1 710 it 3/31/2016 - • �lA,r':.1989:: CUT BACK. A 2 1/2 BRASS DISK IN CONCRETE CYLINDER, LA N®. Expires �• 11 TEMECULA, CALIFORNIA Sheet 2 of 23 SET FIBERGLASS WITNESS POST 1' NORTH OF MONUMENT. ........... *amp NNMNNN- '_�IEFERENCE ................ LEGEND ..................... . .........MR .. .. .... ORION NOW 'At EE.4 CONCRETE TO BE REMOVED CONCRETE TO REMAIN < POINTy (OpO) ..................... **Aim *rftft --""WAWA6— ........... ...... ....... M14 NOTES , A RIMINI RIMINI. ilillit loft& W MIT WOOK::'Ll INE Cr ITEMS TO BE REMOVED AND DISPOSED OF OFF-SITE WA rR ..... ...... EA .............. *ATER,.�LIN kw REMOVE REMAINING PORTION OF GUARDRAIL AND STORE ON SITE. (17 FENCE PANELS ARE CURRENTLY /* A.) 7Q4 E' LOCATED IN RESTROOM BUILDING). GUARDRAILS SHALL BE RECONDITIONED AND PAINTED PER DETAIL F SHEET CD-2. ........ .. .... .......... . ........... Qr-L An%Ir- "AIL A. bb GGIMPGNENTS AS !N91GATE9 E)I` SHEET 69 3, BET Y PAINT ED PLUMBING AND ELECTRICAL FIXTURES, GATES, DOORS, ACCESSORIES AND ON FLOORS. POWER WASH INTERIOR AND EXTERIOR OF RESTROOM BUILDING. 8 0011-.1 J REMOVE EXISTING CONCRETE SLABS AND SIDEWALKS. FILL IN ERODED AREAS. % W, j REMOVE CONCRETE STAIRS. 'LAI % RB. % ......... 7 4 F CURB IN PARKING LOT. . ........ .......... REMOVE ALL EXISTING WALKWAY AND PARKING LOT LIGHT FIXTURES, POLES, BASE COVERS, AND FOUNDATIONS. "MIN, yo, DRAIN LINE AND CATCH BASIN. % 6 ........... `U6 D ND DEBRIS IN PLAY AREA, PARKING LOT, AND THROUGHOUT THE ENTIRE S TE. 6 M, THIS SHEET. 7 -SELECTIVE HERBICIDE. WAIT 7 DAYS AND APPLY SPRAY ALL WEEDS, PLANTS, AND GRASSES WITH NON A SECOND APPLICATION. AFTER 7 DAYS, REMOVE ALL WEEDS, PLANTS, AND SHRUBS. SEE NOTE MR, THIS SHEET. 4 % IT 6 % % 8 ELTER LOCATED IN RESTROOM BUILDING. Ell' REMOVE EXISTING WATER LINE TO RESTROOM BUILDING. WORK LIMIT LINE ff��i EME)YE ANE) TURN 9YER TE) e!4* ALL PbkST-16 SHBES A049 PANELS, PYG 68A RAILINGS, PE)WBE % C_y % REMOVE EXISTING CURB AND GUTTER. 6 4 REMOVE EXISTING AC PAVING. xx IJU 4 K ITEMS TO BE PROTECTED 6 ORK�LIMIT LINE M r% EXISTING BASKETBALL COURT CONCRETE, WALL, BACKBOARDIN POLES, NETTING, HOOPS, FENCING, ............ Fil PILASTERS, AND LIGHTING 7 21 SHADE SHELTER FRAME F F 3] RETAINING WALLS F41 5 7 51 PARKING LOT CURBING F % 5 R6 CONCRETE SIDEWALKS, SLABS, AND STAIRS 7 71 CATCH BASINS F 7 % 81 DRAIN LINES (FLOW TEST ALL DRAIN LINES) F % ............. 8 % ....... 9 SEWER LINE AND CLEAN-OUTS 0 F91 \% Ay, 5 PILASTERS Rio 8 7 -Z SIDEWALK .............. R11 9 4 x F121 CURB AND GUTTER F131 ION IN THIS AREA NOT DISTURBED BY SIDEWALK REMOVAL. 4 4 PROTECT TEMPORARY FENCING AND GATES. f 7 4 ........... PROTECT EXISTING EROSION CONTROL MEASURES. [15 5 -Z ......... f8 [1-6] PLAY EQUIPMENT POLES AND CONNECTORS WITH THE EXCEPTION OF THE SWING UNIT THAT IS TO BE -3, DETAIL A. ......... ... ... 14 REMOVED. SEE SHEET CD 171 WATER VALVES, EQUIPMENT AND PIPES. 7 ............................ ........ F ............. .......... WORK LIMIT LINE .......... .............. ..�..... % I . : ............. n18 LOWER TOP OF STORM DRAIN INLET TO 12" BELOW EXISTING GRADE. INSTALL 4" THICK REINFORCED -ESTABLISH FINISH GRADE. ...... DRAIN INTLET AND BACKFILL TO RE CONCRETE PAD OVER STORM .......... A .......... ... ........ ....... . j /V NOTES DEMOLITION 1L A REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. G CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING AND LOCATING ALL EXISTING ON-SITE AND i CTION SITE, AS NOTED BY THE PLY TWO APPLICATIONS OF NON-SELECTIVE HERBICIDE TO ALL VEGETATION WITHIN PARK ARE. WAIT 7 DAYS FOR KILL OFF-SITE UTILITIES PRIOR TO ANY DEMOLITION AND IS ALSO RESPONSIBLE FOR DAMAGE TO "WORK LIMIT LINE" WITH A 6' HIGH TEMPORARY CONSTRUCTION CHAIN LINK AND RMOVE ALL DEBRIS. ALL DEBRIS REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE AT A FACILITY LICENSED AND AUTHORIZED TO B ALL ITEMS NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE BY CONTRACTOR. REMOVAL OF UTILITIES CAUSED BY HIS OPERATIONS. LOCATION OF UTILITIES SHOWN ON PLANS ARE FENCE WITH FULL HEIGHT 70% OPAQUE WINDSCREEN COVER FOR THE ACCEPT MATERIAL. E NEAREST COLD JOINT OR SHALL BE SAWCUT AS DIRECTED BY ENGINEER. APPROXIMATE ONLY. CONTRACTOR TO CONTACT THE UNDERGROUND SERVICE ALERT AT DURATION OF THE CONSTRUCTION PERIOD INCLUDING THE MAI 0 NTENANCE N CONTRACTOR IS RESPONSIBLE FOR REMOVAL, EXCAVATION AND BACKFILL OF ALL ITEMS REQUIRING REMOVAL THAT ARE OR ARE NOT 1-800-422-4133 AND CITY REPRESENTATIVE PRIOR TO PROCEEDING WITH DEMOLITION PERIOD. CONTRACTOR SHALL PROVIDE AND INSTALL SIGN (12' SPECIFICALLY MENTIONED ON THE PLANS BUT ARE REQUIRED FOR PROPER EXECUTION OF PLANS. NO ADDITIONAL COMPENSATION WILL BE C ALL WORK WITHIN STREET RIGHT-OF-WAY WILL REQUIRE AN ENCROACHMENT PERMIT FROM CITY PUBLIC OPERATIONS. CONTRACTOR SHALL POTHOLE AND DETERMINE ACTUAL LOCATION AND DEPTH OF TATING "CAUTION CONSTRUCTION ZONE HAZARDOUS ALLOWED. WORKS DEPARTMENT. CONTRACTOR SHALL APPLY FOR PERMIT. UTILITIES PRIOR TO START OF WORK. AREA KEEP OUT" D ALL ITEMS REMOVED MUST BE LEGALLY DISPOSED OF OFF-SITE AT H CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES THAT ARE TO REMAIN DURING DEMOLITION K CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL FOR THE P ALL INGRESS/EGREEE TO PARK SHALL BE ON RORIPAUGH VALLEY ROAD. A DISPOSAL FACILITY LICENSED AND AUTHORIZED TO ACCEPT AND IS RESPONSIBLE FOR REPLACEMENT OR REPAIR OF ANY DAMAGE CAUSED BY HIM FOR CONSTRUCTION SITE DURING BOTH CONSTRUCTION AND MAINTENANCE PERIODS, MATERIAL. ITEMS NOT SPECIFIED FOR REMOVAL. PER EROSION CONTROL PLANS, SHEETS ECP-1 TO ECP-4, NPDES Q CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATIONS TO THE FULL DEPTH OF THE FOUNDATION. Underground Service Alert RETE AND ASPHALT PAVING MAY BE PROCESSED I CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE AND REPORT ANY POTENTIAL REGULATIONS, AND WQMP. R CONTRACTOR SHALL PREPARE AND PROVIDE A CONSTRUCTION WASTE MANAGEMENT PLAN AND DOCUMENTATION DEMONSTRATING COMPLIANCE Call: T011 FREE ON SITE AND USED AS BASE MATERIAL IF CONTRACTOR SO CHOOSES. PROBLEMS OR DISCREPANCIES TO THE CITY AND PROJECT ARCHITECT PRIOR TO COMMENCING L CONTRACTOR TO RIP ALL AREAS IN WHICH DEMOLITION WORK HAS OCCURRED WITH THE PLAN TO THE CITY REPRESENTATIVE THAT IDENTIFIES THE MATERIAL TO BE DIVERTED FROM DISPOSAL BY EFFICIENT USAGE, RIAL USED FOR CONSTRUCTION WILL REQUIRE WORK. TO A DEPTH OF 12" AND RECYCLING, REUSE ON THE PROJECT OR SALVAGED FOR FUTURE USE OR SALE. DETERMINE IF MATERIAL WILL BE SORTED ON-SITE OR CATION THAT IT MEETS THE REQUIREMENTS OF REMOVE ALL DEBRIS MIXED FOR TRANSPORTATION TO A DIVERSION FACILITY. IDENTIFY THE DIVERSION FACILITY WHERE THE MATERIAL COLLECTION WILL BE TAKEN 1 -800 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 30 0 30 60 GENERATED. GRUB AND REMOVE AND SPECIFY THAT THE AMOUNT OF MATERIALS DIVERTED SHALL BE FOR ITS INTENDED USE, PRIOR TO INSTALLATION. HIRSCH &AssocIATES, INC. ROOTS CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH METHODS. BUILDING ,AND'-' SAFETY F CONTRACTOR IS RESPONSIBLE FOR COMPLETE REMOVAL FROM SIIE LANDSCAPE ARCHITECrURE&PLANNING F 24" BELOW PROPOSED FINISH GRADE AND OF ALL MATERIAL NOT SPECIFIED ON THESE PLANS TO BE STORED 2-22-1 EAST WINSTON ROAD,SUrM A BOTTOM OF PROPOSED SLABS VER TO CITY. CONTRACTOR SHALL CLEAR SITE SCALE: 1 30 ANAHEIM,CAUFORNIA 92806 AND FOUNDATIONS. _V OF ANY REMAINING DEBRIS NOT IN STORAGE PRIOR TO BEGINNING PHONE 714,776-4340 FAx714,776,4395 LD1 4-3159 ACCEPTE NAM DATE TWO WORKING DAYS BEFORE YOU DIG NEW CONSTRUCTION. vvvrw.HAiLANDARcH.com LA#1710 Drawing No. DATE BY REVISIONS APP'D BENCHMARK SEAL: 11111111,IM,11���111111 ISCAP4- Designed By Drawn By Checked By ORD* 6/9/14 NH A AMD ENTIRE SHEET - NEW DEMOLITION PLAN - 11� I SCALE 1�0 . L. It I RECOMMENDED BY: 62r�Z&1:1 DATE: Z2�" CITY OF TEMAECULA IC WORKS commclw REMOVE EXISTING CURB AND PORTION OF AC PAVING RCD DESIGPNATION: T-25-81 Horizontal 1710 Prepared Under Supervision Of 4- NAVD 29. ELEVATION: 1305-535 .4f, �///zlleo Z7 I.N.M.M.NMR.M.N.- DATE-. b"Kior 3/24/1 f NH REMOVED PLAY EQUIPMENT FROM THE INTERSECTION OF FRONT STREET AND RANCHO 2 18/2015 ACCEPTED BY: THOMAS W. GARCIA DP CALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA —31— 6 Dote ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND HIRSCH DIRECTOR OF PUBLIC *"KS/CITY ENGINEER CALLE CONTENTRO ROAD AT THE N.W. CORNER OF THE Vertical DEMOLITION PLAN D*Cp#ft INTERSECTION 54' N OF C/L, RANCHO CALIFORNIA ROAD; R.C.E. No. 48279 45- W OF C/L CALLE CONTENTRO, 28' N OF FIRE HYDRANT, 1.5- W OF P.P. (NO-) 1.5- S OF WOOD FENCE ON CORNER 146 Sheet 3 of 2 3 CUT BACK. A 2 1/2" BRASS DISK IN CONCRETE CYLINDER, OF C LA No. 1710 Expires TEMECULA, CALI FO R N 1A SET FIBERGLASS WITNESS POST 1' NORTH OF MONUMENT. 777��it th I � I . I � . . - . , I � . - - ;.. , . . . '. '. I.....".. _...� .. : .1 . . � � I : : � : _:, dk%ik, -;....i., '. -, ': ,,...,.: ; j , .. .. - .- : - .. . __ . I ... - : ,- . . r :.......: I ... . . o . .. , 11--, I . .. � _ .,.:..'_: :, � : I p " :. .. .. " .. .. .., ..: , ., *,-,,,-`_.". ... 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I ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND � - 1-16 �__-PAT Dote I CALLE CONTENTRO ROAD AT THE N.W. CORNER OF THE -RICK NIRSC14 / DIRECTOR OF PUBLIC WORKS/CITY ENGINEER D*C**M INTERSECTION 54' N OF C/L, RANCHO CALIFORNIA ROAD, Vertical 11 - / R.C.E. No. 48279 9 ACCESSIBILITY PLAN 7.% 45' W OF C/L CALLE CONTENTRO, 28' N OF FIRE HYDRANT. -7 1, -----:.:ii%§:--:.:.:.1* 1 1.5- W OF P.P. (NO-) 1.5- S OF WOOD FENCE ON CORNER OF 1710 Expires 3/ . Sheet 4 of23 - CUT BACK. A 2 1/2- BRASS DISK IN CONCRETE CYLINDER. - LA No. - : 0 TEMECULA, CALIFORNIA - I a I I SET FIBERGLASS WITNESS POST 1' NORTH OF MONUMENT. . - I I I [Flir 7��� � . I 66- I �. . . \ I I I I I I I I I I I � I I . - , I I 0 1 ACCESSIBILITY NOTES I ::, .-, . CENTER IN STALL WIDTH %, 000@ _____ I ENTRANCES AND EXITS SIGNS AND IDENTIFICATION PATH OF TRAVEL WHITE SYMBOL @@O@(D@ . Z=__Oxt I PATH OF TRAVEL (P.O.T) AS INDICATED IS A CONTINUOUS, UNOBSTRUCTED /ON BLUE 12* @ @ @ @ @ @ 17' O.w , NOTE: "PUBLIC WAY" AS DEFINED IS "A STREET, ALLEY OR NOTE: "INTERNATIONAL SYMBOL OF ACCESSIBILITY* SHALL MEANS OF WHICH A PARTICULAR AREA MAY BACKGROUND 3*-4" 1 3/4 (D @ 0 @ @ @ .. I OTHER PARCEL OF LAND OPEN TO THE OUTSIDE AIR AND STANDARD USED TO IDENTIFY FACILITIES THAT ARE ED. AND EXITED. AND WHICH CONNECTS A PARTICULAR " 2. _"��(D @ @ @ @ ell,-�_ . ". LEADING TO A STREET, THAT HAS BEEN DEEDED. DEDICATED, ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED ZBLACK LETTERS ON -"T::�Z(DO&D(D . TLY APPROPRIATED TO THE PUBLIC PERSONS AS SET FORTH IN TITLE 24 AND AS SPECIFICALLY. AREA WITH AN EXTERIOR APPROACH, AND ENTRANCE TO THE FACILITY. AND OTHER l000r WHITE BACKGROUND. 2 3/4 1 ". .,` I HICH HAS A CLEAR WIDTH AND HEIGHT REOUIRED IN THIS SECTION. PARTS OF THE FACILITY. THIS WAY MAY NOT INTERRUPTED BY STEPS OR BY WAI PROVIDE AT VAN ..,a . I I \�� I OF NOT LESS THAN 10 FEE ABRUPT CHANGES IN LEVEL EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, .+ ACCUSM ACCESSIBLE STALL C4 /4" 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST AND IS AT LEAST 48" WIDE. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL N A BLUE BACKGROUND, THE BLUE AND WITHOUT EDGE TREATMENT. SURFACE IS SLIP RESISTANT, STABLE, FIRM AND 2 1/4* SOUARE PUNCH TRUNCATED SINGLE TRUNCATED 1. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT SHAL GALVANIZED STEEL POST DOME PATTERN DOME . DOORS TO THE BUILDING AND FACILITIES SHALL BE MADE L BE EOUAL TO COLOR NO. 15090 IN FEDERAL STANDARD SMOOTH. CROSS SLOPE DOES NOT EXCEED 2X AND SLOPE IN THE DIRECTION OF Ile ACCESSIBLE TO PERSONS WITH DISABILITIES. 595B. TRAVEL IS LESS THAN 5X UNLESS OTHERWISE INDICATED. (P.O.T) SHALL BE 2 1/2" HEAVY DUTY SO. I GING OBSTRUCTIONS TO 80" MINIMUM (1 133B.B.2) 8ON STEEL ANCHOR SLEEVE *In 2. ALL GATES SHALL MEET ALL APPLICABLE ACCESSIBILITY 2. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE I GROOVING DETAIL DETECTABLE WARNING SURFACE DETAIL � SPECIFICATIONS FOR DOORS. WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 (60 PERCENT) AND 27" AND LESS THAN 80" (1 133B.8.6). CONTRACTOR TO VERIFY THAT ALL BARRIERS DRIVE INTO CENTER OF 140T TO SME NOT TO SC&E I 10 (100 PERCENT) MEASURED BY THE UPPERCASE LETTER -0- IN THE PATH OF TRAVEL HAVE BEEN REMOVED OR WILL BE REMOVED 2 I/2m POST, APPROX 1* FROM � 3. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND AND THE HEIGHT OF THE UPPERCASE LETTER "I". AND A STROKE UNDER THIS PROJECT. AND PATH OF TRAVEL COMPLIES WITH CBC 11338. FG TOP OF ANCHOR SLEEVE. 0 I- . I j -..b I eq tt I I I WHICH ARE IN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OPERABLE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 (20 PERCENT) AND 1:10 \ j Ni C, � WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE. PANIC BARS. (10 PERCENT) ,MEASURED BY THE WIDTH AND HEIGHT OF THE UPPER- 1% -% . .. .Im. PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED I.". x �; NOTES: 1. FIGURE AND BORDER TO BE BACK OF .I ... * RETAINING CURB TO PROVIDE PASSAGE WITHOUT REOUIRING THE ABILITY TO GRASP . . WHITE REFLECTORIZED PAINT. PAVED ,SURFACE—,, ft LANDING CONCRETE PAVING 6* THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE 36* BACKGROUND TO BE PAINTED ... ,-" . _ .. FINISH SURFACE � 1-1, ,-i:- t_.....-, '�x ". %,� ,. &_, .. . 3. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED 3#-3'0 .", ,-, , , . . , ., LANDING :... , . �. . . . .. . . . . .. , . I . . .1 .. . . - . . y, .. , 1, " TOP OF RAMP . BLUE. EOUAL TO COLOR NO. , 11 ,..'; : ".11 AS ABOVE IN THE EGRESS DIRECTION. _'._�-';_. . : ,� ,,'" ,..... ' ' I 'L . , ." ., 1. '. . DISTANCE FROM WHICH THEY ARE TO . . I .I .,. .'. .. ,.' .. .. ., . I' . I ,a 'All 11. . ., I I CONCRETE ... I�....1 15090 OM FED ST/D 5950 . .1..,_'-.- ' . SLOPE * I I 11 I BE READ. THE MINIMUM HEIGHT IS MEASURED USING UPPER ,��_-�� . .,-," ."",����,.,.. , 1 . I � �I , . .. . " . RAMP 1 4. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE FOOTING ......��:-`. �I . CASE LETTER "I". LOWER CASE CHARACTERS ARE PERMITTED. REFER I I -.-. ,- .. ,,,,.,..�,", .t. FINISH SURFACE , I -' I . .. .. : '. .. I ....... .11 - .. �. 1 -�:�:. � ; "I ........ .. TOM OF I . ... '! '. .... DOOR SWINGS SHALL EXTEND A MINIMUM OF 24" PAST THE TO CBC SECTION 1117B.5.4 FOR VISUAL CHARACTER HEIGHT CHART. . . I.. .. 3�3� :, I .�,: ,:� -�-, "'.:.t. I.., , - 1 R FOR EXTERIOR DOORS AND A C, . :, . .. .. I......1 1. ,-.,,.11 � � . ... . � 01 I,� . ... ." RAMP MINIMUM OF 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. 4. CHARACTERS. SYMBOLS AND THEIR BACKGROUND SHALL HAVE A L 12* � I I 11 DETAIL A DETAIL B 5. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST NOT To Sm Im V5 3m I I WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK I AND 44" ABOVE THE FINISHED FLOOR. BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. GRADED . SLOPE 1/2" AT TURF 6. EVERY DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE 5. WHEN RAISED CHARACTERS OR PICTORIAL SYMBOLS ARE USED. THU UNPAVED SURFACE 2:1 MAX 2" AT SHRUB BED TAINING CURB I PATH OF TRAVEL SHALL BE OF A SIZE AS TO PERMIT THE I FOLLOWING: ACCESSIBLE OF"'ARKING -=I I - - fe FINISH SURFACE INSTALLATION OF A DOOR NOT LESS THAN 3' IN WIDTH AND m 11 III III-III III- UNPAVED SURFACE . .` .... "_�� :TOP OF RAMP ' - - , , .. - . NOT LESS THAN 6*-8" IN HEIGHT. WHEN INSTALLED, EXIT A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED � A . .11 L.it,._�,�',,", - , "'.. 'ir. I - I- - 1, , I',' ,,' 1=111=- - - " , `- NOTTO SCALE ...1.11' ' .-1 -1 I I=_1 I 1=_1 I 1= - -,." . .. .. I __ DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR 1/32* MINIMUM AND SHALL BE SANS-SERIF UPPERCASE I ..." - ... I RAMP . .- .. E30GNAGE & STRIPIN('03' ...,:.w,I FIN RFACE WIDTH OF THE EXIT IS NOT LESS THAN 32". CHARACTERS ACCOMPANIED BY CONTRACTED GRADE 2 BRAILLE. ` I -.11,11,111,1111,���'',�!�,��,�Ill''''I'll'''':�:�,�,,�,,�...'',',,,,,.1.� ISH SU . , . , , . . .�. . . ,� " , BOTTOM OF I , . _ .. . , . . . L :, , " ,�,, 1_ RAMP 7. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM DETAIL C DETAIL D �"`:::` ' 71.1'.. . .1111" EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A OF 5/8" HIGH AND A MAXIMUM OF 2- HIGH. NOT TO SME W To LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" TE THE DIRECTION OF DOOR SWING OF C. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE GENERAL NOTES1 48" AS MEASURED AT RIGH ACCOMPANIED BY THE EOUIVALENT VERBAL DESCRIPTION . DOOR IN THE CLOSED POSITION. HE PICTOGRAM, THE OUTSIDE I 1. 20-C-2500 AND SHALL BE 4* THICK. 6" THICK AT DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF EMERGENCY VEHCILE ACCESS DRIVE. . 8. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/4" 6* IN HEIGHT. 2. TOP OF RAMP SHALL HAVE H X" GROOVES APPROXIMATLY -%* - O.C., SEE GROOVING DETAIL. I D. LETTER AND NUMBER CHARACTERS AND BRAILLE SHALL BE IN A STALL COUNT 3. THE RAMP SURFACE SHALL HAVE DETECTABLE WARNING SURFACE TEXTURE. WITH A SLOPE NOT GREATER THAN 1:2 (50 PERCENT SLOPE). HORIZONTAL FORMAT. BRAILLE SHALL BE PLACED A MINIMUM OF 3/8" STALL COUNT: 18 4. USE DETAIL "A" OR "B" IF SURFACE BEHIND RAMP IS PAVED. AND A MAXIMUM OF 1/2" DIRECTLY BELOW THE TACTILE CHARACTERS. 5. USE DETAIL "C" OR "D" IF SURFACE BEHIND RAMP IS UNPAVED. � 9. THE BOTTOM 10" OF ALL DOORS AND GATES EXCEPT AUTOMATIC FLUSH LEFT OR CENTERED. WHEN TACTILE TEXT IS MULTILINED. REQUIRED ACCESSIBLE SPACES: 1 6. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIAL SHALL I AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALL BRAILLE SHALL BE PLACED TOGETHER BELOW ALL LINES OF VAN ACCESSIBLE SPACES: 1 BE PER CONTRACT SPECIFICATIONS OR PERMIT REOUIREMENTS. ALLOW THE DOOR OR GATE TO BE OPENED BY A WHEELCHAIR TACTILE TEXT. ACCESSIBLE SPACES PROVIDED: 1 1 1 FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. I I 1 6. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER *REQUIRED NUMBER OF STALLS PER 10. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED BRAILLE IS REOUIRED IN OTHER PORTIONS OF THESE STANDARDS. 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR NTER IN EACH CELL WITH 2/10" SPACE INTERIOR DOORS. SUCH PUSH OR PULL FORCE FOR A HINGED BETWEEN CELLS MEASUR OLUMN OF DOTS IN THE ADA RAMP DOOR SHALL BE MEASURED PERPENDICULAR TO THE DOOR FACE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. I AT THE DOOR OPENING HARDWARE OR 30 INCHES FROM THE DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. NOT TO SCALE B HINGED SIDE. WHICHEVER IS FARTHEST FROM THE HINGE. PUSH BRAILLE DOTS SHALL BE DOMED OR ROUNDED. OR PULL FORCE FOR A SLIDING OR FOLDING DOOR SHALL BE I MEASURED PARALLEL TO THE DOOR AT THE DOOR PULL OR LATCH. 7.' ENTRANCES TO BUILDINGS AND FACILITIES THAT ARE ACCESSIBLE TO AND ... ... / ..1. ... . .. ,,--v I . ., ... .... ., ... % , , . . .. . .. . '.1 I'll. '... ....., .. . . . .....�' . ... .. ." . I , . .. " , , I 11, � .. . . I.... ... ,*` .... .%' " %, , � I ... . :... '.. ,.� .. .. .1 .I .. I I I . . .. ... ..... / .,. . 1, ...., "I.I. :, I .1'.. ... p.. :.. .. , .. .. .... '. " .. ....40 .: . . .., ,. p. ;. I... ; COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS USABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH A MINIMUM .,. .. , � . ,.Y6 I . I "� "' , . . � . 1\ . .. ", .. ,.: �� I ... ... ��,.� . I . . ...I '.., .: .: ., MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. REOUIRED FIRE OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL ... I, ."."...'�*' . ... � . . . I . I . . , .1 / .". ., i. , . 11- " . ... I , - � . . . '. , . .1 .1 .. .1 ., I ,. . . . I , � . . . . :. .1 .1 ,:.:, �� . . 1C .1 I I. ': .� . I I I . . . . . DOORS SHALL HAVE THE MINUMUM OPENING FORCE ALLOWABLE BY DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONS WHERE THE ,., �/ . �: . ,1 ..., : � . I -I... ..... 1. . a . ", : � . .. . . , . .. . , I . . . * I I . .. " .. : . . .. 1&1:11 � .. .I .. '. � . . . � � .. . . . , I 'Ilk , I . . , .. . .. " ., :. ,., .. :, .1". � I .1 ... 1. . .. ; ACCESSIBLE ROUTE OF TRAVEL DIVERGES FROM THE REGULAR CIRCU .. " .. . . 11, '. .: . .1, I � . . . ... 1, ... .1. THE APPROPRIATE ADMINISTRATIVE AUTHORITY. NOT TO EXCEED LATION I , .. , I. � ..". , .. , I : I., 1. . ". .1 : " . .. I .. , I . . '. I � . . � . I I . .. .. . .. . ., .. : , � .. . : .1 .. : . �N-%/ "::. . I . . ... .. 1, .. . " , . . , / .. : -::% , .. . 15 POUNDS. . PATHS. IN EXISTING BUILDINGS AND FACILITIES, ENTRANCES WHICH ARE '..: / : : , \ , . ... .. .. .. .. : A: I/.;,.. liI ...... . I .. ..�i .. .. : I I, ::_ . , , .. . , 0. I . . . . ... : .. . . . . :. :. , - ,!::;� . .,,` " . . "... . . NOT ACCESSIBLE SHALL HAVE DIRECTIONAL SIGNAGE COMPLYING WITH SECTION :: : . I/ < ---.,,.., " �� I I ,� . I I I . :. . r .. : / ::-,:�'. ,.1 .. �� . � I I � � , % !:� . I I . I , . I . I .... . : PARKING 11178.5.1, ITEMS 2 AND 3. WHICH INDICATES THE LOCATION OF AND ROUTE . / : . . , . , . .. . I I I . �� ., ., , . .. it� � . . . . .1, .. ': :, 1, .. / ...`:: ##1 ** . I *% : : . : �� :1 . . . I .- I 11 I ,. . - : . >.. I .. I .., � I . - .. :. ' '. � . ... �: , ". �. . . . I . . . , . I / . '.01 * ," `;%� I . . '. . . .. : I ,� . -. , TO THE NEAREST ACCESSIBLE ENTRANCE. :. ,/ ; . ., , , I N , 1:i::;;, . . � ., .� . , I . I I. ,;, - � . . . .1 I I . I I � � I , / - �e .. ... I . .. . . . : 1. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS 1. .. '. -N ..;..,:i: . I 1, ; : : . : / .. " ` - ;, . � , 11 - .1 . : : �,: �� , " , , . .. � -i� - . � /' . . . , ... ., I I I I . ." ..., .. , . I " . I . 1 .. . - . AISLES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT : , ,_ . -,:/*" �. . 1-?"...... � .. . .1 . . , . I.; - : .,. � :. . ... .� 101 .I .\ - . . I I'll , . . . . I ; I . I I . 8. WHERE PERMANENT IDENTIFICATION SIGNS ARE PROVIDED FOR ROOMS : ...:.. I I I.. .* - "I,.,.-,- . N1.1' "it:. � , . I � EXCEED 2X MAX (CBC 11298.3#4) IN ANY DIRECTION. ,. / � I . �---` /1"!, ilt., I I . A I '. , .. .. ,:,,p . - . . I :, I :I ::, . . I .., , . I . I : :._.. . , . .. . - . . I . . ..,., . AND SPACES. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO " .. , 40 - .- .////\ .%...,�. ". � I . � 1 . � . , - : -.1 .. � , �. I .1 ... � � . . . I- . . I ''I'll, .t. . . . . ,:, " . : , I . 1. I ... `*` . . .. 1/`� . � . ** . I . . I . . " . : . , , . 11 THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON I. .. 11 *�+ .1 ,: I I ._1. ��. . . I I 1 4 ... : : � I/; . ". � , I . . .1 .. I , ,. .. � . 1.11' .1. � ... � '. . I %. - ", : . I .: .. I : / : , , .., : , . I , � . I " 2. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE : .. , .: ## � " �`,, I% . . : / : : I I : . �. ... .. , .� . . . . '. . : .. ,::. . .., . ,.; I. . - ,. : , '' . .. , ', . I : /` .* . " .. I ... : . L -.."..-.1.1....: ;. '.."' ". .: . : I , , . . PROVIDED AND LOCATED TO PREVE ADJACENT WALL. PREFERABLY ON THE RIGHT. .." -:1 .. ., � ... , . N , . ... : , � I ". ... . :. I " 401� � X .: .. " : '. : ;, .1 I .11 1, ,._ . ,� . �� . : / . '1-::::::::::::::::::% . .., . . I .;,; ..- .........1. . . ::� , . : : I . � . ... .. .. ... I I 1, . I I .;:::::i:::�:::�:::i:i,.":i:i.,. . I . .. : :. ii:i, " .. : : . . - OVER THE REOUIRED WIDTH OF WALKWAYS. i ".... , . V111., . .** '. � MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE ::�-......... : . ** , .. .. . ....',.: '.I. ...1 ::::::::::�:j:j:j:i*ix � ,%% . . . .. :; :- 1: :::;::::: . , 1 . I. � . 'i . - , ..:::.��:.ii:.:i:.��:.:i:.�::,:�:.i::.i�:�iiiiii�iiiii.:., "I . . �� " .. .. I ;i� --,..;i._ 'i ... 11 I . I � . I � . . . ... , . I . I : � i i . . *:. I .... . .* . I I I I I : . . CENTERLINE OF SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT "', , I . .111."'. *# . .::;�i��i�i��i���!�iiii��!���iiiiiiiiii�iiiiiiiii�i�iiiii - ,.... . . 1 .4, : " � . , - .* I I ,:,..;.. .... . ..I- . 0., .. :�:�:�:�:]:��t:i�% . . .. . : , 3. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO PEOPLE WITH *11v 1:.'.. ` . , . .. � . . . : ; ;: 1. , : /. ':- ` .. ..... :::,:. / .,.., . I .. . � � AX..., :, : ; ,....... . . , . ,. , '. ����]�ii��ii��ii!ii��i�ii��i��i���ii���ii���ii�!!iii�iiiiiii�iii X.-.. I . � : : , . , A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING . . 1� f ...... ..�#_ ,*'.,-,.-'.. - - ��:t . .......... , , It :, . .... , . � . . II .. . . - .............. . .,,.. .... . . : : I - 0 '" """"""' ""*` 111. I I -, : " I .% I . �� . . ...� ,. .v..-, "I ., . . *40 I"'::,I I " % . .: ,., I it ,,-11�illll!�il!�Iil!��111 */ . .::��::: ---� . ,.���:::i�����!li��]�;��i���i�!��.-,�..,.- ,* '. DISABILITIES SHALL BE PROVIDED FROM EACH SUCH PARKING . , ����i�i�i�i�i�i�i�:�i�i�!I��"�'i�i�-i! --illil' ., ::;;;::;�:::::::::::::ilii.,,.����������� .....1�...�.............,iili!�i ., i:::::i:::i:i:i:i:i�j;�;j:j�j:�'�:�:�:j:�:�!i�.*�.�...�...,.�!�!!!��i��i�� �...... ." \ # .., . ., .i!�`..:` .... *"........ . "'' " , , : I I . I �, . : * R STANDING WITHIN THE SWING OF THE DOOR. 1"j .,* . . . : _ . # ::.�. . ... . .I ". .. ...I � . , , .. . . - . . : , . . 1 " , ... ... ....: I .�: . : - . . . . .1 : . ". .x-:,:-:-*t-t,'1,t- : - �"!�iii�i. .,. .. - " . . . : . . I ... . ... ,, .................. ........- ; .,. "' . . . .. . "'..", ,% . t. .. I . . ,..::::::: S, *: G'��iiN 01% /1".# . . . � .. m : .. : I , 111 .. ., ` � SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR "I"... . ., q;. �-:i%: .��,�;..-'�!::;. . StT-.-,.-'R1I . . 1 ....... ::.........i...i,i.i$.'�'.*'1 . . .... �- .%. . .I.- , - ..:jj;i:.tj .. ,,,, " .. : . : : .,� .6 . ":.. ... W.xitk-i'........'! .1. I ., . ,:�.. . .. ,. : .. .. I � .. : ::::::::X.,:::::: %, � I I . . ..: 1 . . 1, N"�w * ..... .....'... -,!Ii�: � : , ::::::: , � ;� . ,:::; .' 116 , , .1 ,". : .* . . j< ,_.... ....W!i��$.S. -� ....� ", I m : I ., . . ., 4�\� ;.;.. :.:,:,:.: "' ., . .,. - 1. : . .. . RAMPS . .* '11�. ... ,� . ....�;!!iiiil�ii� .,_ j;IALLi�i. I "I .. .1. : ,. ., I ::i:::::::i:::::�:j:j:j:j:j:j:�:]:i:i:i::;,��:�:j:�:]:j:�:i:i:i:i:i:i!i:i:j:i;�;�:j:j:�:�:j:�:j:�:�:j:j ,,� . .., - '. .. .. . : ... 111�"` * .,.� ... ,,ii'-,'--.A "'�]�� 'E .. . 11 .. N - ".1. . . I :- : .. . ' ' 't - , .. , � I. - 1111,, . . It � , . , " .11 ':` * . AS NEEDED. .. - .. - - -1,11� 9. POLE SUPPORTED PEDESTRIAN TRAFFIC-CONTROL BUTTONS - , . 61 Ak,-".`.--` I . I I' -1 ..... � . I I -, - "'? . , " . I .. 1. .. '. .. 111� \,._,.` '," � � , ** - .-I..","I..'��"."".""!��iiiiiii�ii�iiii��.iiiiiiiiiii�i�W4.i�i������,::,:::::::::::�I:: %` �:; -, . .. , , " ' I-*... 1. .. .1 .�- W : .. I % '. .. . � .... �� ..... .....;';'y% ��:::X :1% , w : : I ,:::: .::::::::... . ,. :- X . .. . .. .. ... 'j��������i�:::���i�����i���i��:i:�'..,."":::...�,:::::::::::::::::�i�i���::::::;:, \ :" .. : . 1. . q . .. . , . .�!�i�i�!��i�i��:::. 'E , , . . � ", - : .1 ...-I .. . , '::Y%-%, �"-,../; lil., ".'', , ....-"i'�'i'16 ._ .: ...***� - ii�xii��i... - - E ."'! ...- . . . ljljljlj:j .-.,,----,--'ii�iiiiiiiB.L-",...."�",..,V"","---'..'..."..,-.E....Iiiiiiiiiiii..'.......0111-0111"". .... , .1'. .. m SHALL BE IDENTIFIED WITH COLOR CODING CONSISTING OF A I*+� \�-::�: . I W-11 1111k . . 4. ACCESSIBLE PARKING SPACES SHALL BE SO LOCATED THAT .. .: . ,---i' - `�i�:::�i��i�i�i!��i��i�:�i��.,� ....� .* . � ;� .. . . : I � .... - .g ... , I ': ... ...� - '��ii��"' 'm .�-o..�..��---.-,�i�ii!iiiiii!iii�i�ii!!ilililili.,.,,.I " , : : TEXTURED HORIZONTAL YELLOW BAND 2* IN WIDTH ENCIRCLING ... I *.'�,,. / �iiii!!�;� .:. "...,". ,. 11 . ,:: : 4. 1. .- ��%-...,,``:,,�� ## ...i$!�i:N, ...".", . , :: " . . . ii�iiiiiii!iiiiii'ii'iiii'iiiiiii��i�iiiiiiiiiiiii:i�i�i������iii��i�i* , " , """ , .,. . I :. '. - , , .. , - : m .. .1 . . .1 . . ..."i .. . . .. " _ " I. .. . � � . , , .. . " ,.... .,�,. .. - I It.,�'...iiiiiiii".N..'�o",:;:::::::::::::::::::::::::::::::::�:,..::::::::::::�::::�::::; _ :::::::::::::: . , . : .: : I 1, " 1..-tX.1.-: COM'_-i -`5 ���' xxx.,, . .. PERSONS WITH DISABILITIES ARE NOT COMPELLED TO WHEEL - . 110'.".1". -, _ � N .. , _": .. . . .. 1, ... - .i�:: . . , � ,.: ... ...� .....�........... ......._*� ... ::::::::::... . ... � . ... .. _.. , ... 01 I. . .. ... . - ,i�iiiiiii��i!�ii�!'�'. :,� -- .. . . I . .. I : : : . .. ... .tt, ,/. .. " . .... ... / ..... ..I �:. , " !�i���i� V,* : .: . .... - .. 10 .--- " � THE POLE, AND A I" WIDE DARK BORDER BAND ABOVE AND .1,. \" ...,;. :11 I I .:...iiiiiiiiiiiiiiii��iii�i�i����i�::�iii���iii�iiiiii!ii- ...... -.--.------.,----.-�-i �i��i�- , , " ::,.: ..�.ii��!�!!ii�!�ii�iiiii� - I... / I *�,, :.. , I .. . ... , 1. ..,.:.: , .... ....�k '..... .. . .. ... ::::--: .. `�ii��:.x. I . .. ,. BELOW THIS YE ... I .,. ..- . . - 1 .... -1---1!:` '. � it. -:' � �:;..:'':::.:;�::,::�...�..,:::..:i:.::i:i:iD ..,....,$..'..,".'..9..'.'.".�..15'..'...."Qi.."- I '. THAN THEIR OWN. ##,.,.-�`�,_`..-"" : �t---? .."...�,�t.....,t..'...� " . _6��i��ii!�i'....'.,�'��ti_ .y . ... �.;....,........ LLOW BAND. COLOR CODING COULD BE PLACED . .8, `%"I.- , . .... ...-;:::::::::i1 1" : - .. . "."'.. ... ..- .::" I 00, . . .. ,;%i.: .. - , t HING :::::-:" """, ::::::::: ii�i�!i��!i!�iiii��, ., 11W "' ; :, :: .. z x -, . : . . .. .. .: t�i��;��� :-:-;-:-:-:-:.;-.:.:.;.:.;.;..:: . .... .. .. . I IMMEDIATELY ABOVE THE CONTROL BUTTON. I .".X.-......... R ��!���i���iiiim������������������������iii ..., .....".x . : , .. .. . ': ` ` .. : .......�....m ... -:-X-::-: . # '. ; ... .. : . ,1 X . I " .. . ... 5. EACH PARKING SPACE RESERVED FOR PERSONS WITH - - �� "I", ............. . . P.A.' 'J. -----------�!!����i��i���i!���!i�-- -i" /" :. . .. 1. I .." :..--. .1, . � ......-, -:-: ',-J� -# I :, :, . , ., ii�������i�iii�".,...........""��ii�ii:i:��!!ii�!i��!�������i�ii�........ ,,�i�����ii�i!��i�������.7.�,���i�iiii���ii����iiii�!iiiii��i��iii�..�'i�i��i!i�i::::::: ,_.-.%::i�i�i��� .. . . : .. I " �i�i�i�ii!�i�i � :::::: _.%... . .jij�j:j; . 1 .. .. DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN ..,. . .. . ��iiiiiiiii!�i� ,. ...... .. :� ,A�f... , .. ...�. : :: , :, . . , , . : .. SHALL BE LOCATED NO HIGHER THAN 48" ABOVE THE SURFACE . ,e FACE " ��������������iiiiiiiii�ii�i!i�����i���i��!���i��,'� .I.- :::::-:.:-:.:-:-:-:-:-:-:.:- .. 1. . . - .: � I � ........... ..... ". . , 1. :.:............ , : .. I , , . , . . � , , ....................... ................. .. '. I : : : .. ... ....... . , ::::::::..-j::::i �.::..,:::�::::::::::::iiiiiiiii�i�ii��iiiiii�iii!iiiiiii���i:�; N. - ; ..., : . : '� '� _% ./ ., ". ...'%%...'1�ii i�i�i"""""'�i���i�i�i�i�i�i�����i�i�:�;�:]:i:i :i:i��:]���ii������i����ili���]�����ii�����]��, ... '. . � I ""' ` ���iii�������i��iiiii�iiiiiiii�i�:ii��iii�iiiii�. , , . .*.: "I .", e, ". - "... .. . ..... 11 :, ,... . . .. . . .. ir... ... I .. -! -� . \ ; ,�-,.,,...., - .1 . . I , it� - , ADJACENT %ill", .. . ...... . , .�;�iilc.0 ...................... ".."', . ....� . . . :� � , ......, 4L I :: " . o 1 , - .:.:.:.:.:........ . ... .. I . I . . . . � . . , �:::�..:::7!7..�,,,.'�.,.,::::::::::�:::�::i�� '11!il... ....'N .. .,..... i ". .. . - � PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE TO THE POLE. N*�e , N/ ...:::5 . , 'T.,* ,._._..:1.. , - "'.1 '......". . I . ` . ... . :�!��i��i�������i"�i�i�!�i�::i�i]l�i�i;i�?.� W. ....... ,,,," W".iiii$:,;;�1;jil,--�---e.. ..- : 'i . I �...........i�:,....-.�.'..........��!�!�!� '14. ...,,f� . i` ..!i$i�i�i::::::: �:,.�:t;iie,......�.�i�i���iii��,,....V�.,�..iiiiiiiiiiiiiiiiiml...,.�".,�."i. iilililiiiiil .'........... . ... ,. " I - ,."... ����i!i�i�iii�����ii..ii�iiiii�:. - _.. ....."'l,"'. .,.,.,�..�......"�,.���������",��. ".17, . ,.""... :�il�tm.., :i ... ..."'.1 .. . , :;::::::i, .., .. .., .... . . � . . . � " I : .� . * .. . . i �:, ' .......:.:..� 1. -t . , .. .. , ., .1 . . � .., , . .. .... , ; ...1. . .., : . .. .. .... . ,. 1,_, , .. .. .1 . I : .. ....... ",I*.. , " : , . : � . . ' D�11]�A-`.��. : .............. t .. SYMBOL OF ACCESSIBILITY IN WHITE ON DARK BLUE BACKGROUND. . ..., I " �,:, "......", X.: .__.. `!;i�!�i�!�Ai� .'.,..'.,.��������i�iii�iij�iii::::: ... . �...., . '. / . " '�i�!�i�� �'......."i111, I FROM EACH STALL OR SPACE, CONSISTING OF THE INTERNATIONAL I #11* :... . � �:.:���i�ii�.."��':Ii���i������ii�-",i�!�i`l---, ...... x1t \/1.2 ::::::�:���iiii��.","i��iii�ii ... �$!$ii! li... ::Ii��$itiii`0 , -4......*�i!!�iiii�i�!�ii�i!��:" , : ;: . : ...."f. I. .. . .. I. :":t... , .. .: ., - 11'.'i?���i . ;:- . .......� �X- ...0, . ......1.1'..."............."'....-1 I ii�l!� %w.:-.1 : - .. , %`!i!`i1!$!! "'.... : - I .. : :".... , ��;�.;����;;;�iiiiiiiii."-.,",'--".ii','.-Ii,,'�-, .. i�i�,�iii M iiiiii_:-'!�i .� ;: I ,A-. - ii, I !�>'i�:::::;:::ff�'I'�'.�'�-"".Iiii'�".ii�i::::M:,�", I ,..,!....... - , . THE SIGN SHALL NOT BE SMALLER THAN 70 SOUARE INCHES IN I I I :.::::,: --.,:,,:::.'..'........ 7.11.... ..' . .. .; f . .: ,:' .:, ::, `$.�"iiiliii? . r .. . , � �!ii�i? ,* " --.::.;x1-:,.-,X ..., lii�i�S .. �;tt:i:,i7::.,:: . .. -, - ;t1--*.1'1�,..:. !�l�?Ri�ii�l��i�!111111....$.......,.N........... -.'*i�i�i�i��iii�i...,."..'.-..,*.�*�".'.",.., - *, , .. ....x.,. ,, , ''I _. `: �i���iii��iiii�i�!i ... .. - ........ ." :` . , .. -.1 11 .. ......,.1,% �iiiiiii�iiiii��i�i��'. i.i. . 0, ...,% �i��i��i� ie� 7.._ V,-... 111111�;�;!:�! : i lliliiil ...." ,,� i�i,li.111;, I ...... w, . .: '110. 10 , -..'�I'l�!�i�i���,.����ii�!.?*i�i�iiii��i���:: ....�1 .'..... ." � , ". .......... . , .;:! .............1, 01m . . � . .. . - : �: .. - � ::::::::::::::::::t& ....._""........j `�lii�ii�ii�ii ".."I"', V,I .. . , .. . - .... ......� . . ............... ::: AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A it....I.-I......'.........% -:'�`1-1' ......,'%.... *,�"",:�ii�i�iiiiiiiii�iiiiiiiiiii�ii!i.�:::::"�. , : N .. .. I .1 '. ..- .. . . - "' , . . . . . . - . . . .. .. ....... .. , . . . ... o. . .... .� ..... : I � ", : .. .�. ..,� .-: . .. I 1,. -.-.%...;.,- I I � ���i�i�����i�i�i�!'����i�i�i�i�i�i�i�i��.,��..._ ......% "�,.iiiiii!iiii�l�i�!�i�!�i�i�i.;�: iiil�!ii� ��!i:�:i.\L; ,� : ... ., .. , I... I-:�:: .,.,,.. . :::iiiiiiiii.",,.Iiii�i��ii�iii I/ . :-:-X-:-:.:-X-:-:- :::'x%",::: i��,.".iii��: :::;;::::::::::x , � .. : .;-, 'r .... ;:::::::::::1 i��i���i�i�i�i�: ,-- �����������]��������l�iiiiiiiiiiiiiiiiiiiiii�ii�i�iii!liiiiiiiii�, iii!i, - .., . .11 :-X-:-:- ii� .. .. .1 ... .. . I . e - � I .......... , , I.I.N. . .. . : ;;: I : , , � ...... . : -�A �Q,,!.E -.-,,..:. " : : :��: ,� : . I .. . . � . . ........ . . : : . THE PARKING SPACE FINISHED GRADE. AN ADDITIONAL SIGN OR I . , .. . , ..............1-i',Ott" ..'.t. ..... ...:...... .. MINIMUM HEIGHT OF 80* FROM THE BOTTOM OF THE SIGN TO ,,,.,.,-,.,.,� . . " , , .....N. ,............. ."- .,..." .. U r - ", - �- - X.- I.S.... .."M iii;!........ii�iii�!�iiiii�iiiiiiiiiiii:..."'*.", , .............i I 1. -iiiii�iiiiiii :.:,:.:.:.:.:.:.:�:.:,�.:�.:�:",:.�.:::::::::- :::::................�..,.....�.�..-..��I... ,- ........ ����.���....;iii���i::.:::::::::.:;::::::::::�iiiiiii�ii!ii:::::::: . . '. ., : �. .. 11 ,:!;�.� !!�i�!�!��!!i . _-k--_ . . . 11�1' . ....1.0- ... """ .. . . , " I I . . I . , -.--'�I _�_�:::`::� **. ..'..." :, .. "I '. : N. 4 - _F ti --...�ii "'"""""'i---..--..--.--iii�iiiiiiii�iiii�i�i�ii�ii��i��ii��iiii�i!��ii�iiii��iiiiiii�iii�li��i���i�i: . * - I : . ,S'.. '' ' " , :: � ,, .1 , . :�,;��! .4�:����__��i��i!�!�!��,�i�i!!!Iii�, . �!�iilii��iiiiiiiiiiii! ,., , , '. . : : : .1 , - . - , .: - . , N , ., - - . . . 1. - ��iiii�i��iiiiiii�:�:��iiii!��i�iiiii�!!�!i�!�iiiii�ii�ii��i� ...... , - ,G iii�ii!! ,::� . . , ii!iiiii 1. . .. .... .. ". 11 . . .. , � :" :� . - . .. I . .. :::::, .. 111� 1. . . .:' ADDITIONAL LANGUAGE BELOW THE SYMBOL OF ACCESSIBILITY It 0 0*0'- :- .A::�: ;!�i..,.N.".,.,".,*,*,-,�-"-.,.",.,..,..,.."�...'.�,�.."",",�.',,-.,.�i� , , . .........iiiiiii�iiii�iiiiiiiiiiiii�iiiiiii�i�iiiii�i�!�iiiiiii :... - I : . WK,".41N.... I # . :,��'.1.�����]������i����������������������:!�::: 4:���i�i���i�i�i�i�i�i�i�:�i�i�i�.,.��i�i���]�i�]�i�����i�i�:�i���i�i�i�]���]��i:��i�i���iii�iiiiiiiiiiiiiiiiii:iiii:iiiiii�i��]��i:.",i�i�:�i]iiii��i��ii:i�iiiiii�i���iiii�:��.:i:ii�]�i�',iiiiii�i: . I : :1 ,.,;; � : f .: .. , '. , .. I ...... ��i��11U.. . - - - " . .. .. ... ..".`7 I.. : a .. . .. . . ; . . .. I . .... :� I. : .. , ... IV' . I.-.... : i............., :. : : .. . .. .%. - . .:�������!�����'-�'.���i�i�;�i���������� :j:... _."M . - 1N....... ill$...,T...,.�l..."R.�'liR!i"q.*�""*ii .........., �. .17 ../ : , . , . " . ,:� .... ........ ...::-, . :�j���!��'� - .:.::::::..1-:-X.X,:-:-�- ,# . 111 / :,t ,� iiii: '.......'I" - , . ..-III!!!! " . .j��]jjj;jj!�;�!�!� .._,..,._ -- ..", .T........ . . 4 ,,.. .. . , ::: '... .� ..:.:.-:.:. . . %. : SHALL STATE *MINIMUM FINE S250 /* / 4: i�ii*[DE,,!!ii!!!�!p ....... , ` . � .. .. '......, .. . . N . -�...;..,.....:.:.:.:.:.:.:.:.:.:.:�:.:.:.i:::::::i:i:::�:::�:::i�:�,:::::::�:::::::::::::::::::::::::::: ..... ,- .`:::::::.`.- , :..; .. : :: �. .. :. -............... , : , ::::-:.:-:-,:. I . .............. .............. .... X-:` I .. ., . , . .: :: .. .. ...�,, .:.:.:.:.:.Ii,..7�......�...".�,.�......*�.�,.,,..-,...,*..,.,*,*,f.-...-.,..-..-...-........-....,..,-,..-...'..*......*�.'�'..'����,�.'....'..'.��'...'.�"...*.'-..,:.:,:.:.:.:............... "', . . . . . _- - 11 :::::::*".i.,: ...:.:.:.::-x-:...... : " ... ..,.....I.... I .. .. .:: . / � ,:: I : 11 ... . . .:::-:,`X-: �; % .::It: . ��ii�i�:]��..,.".�.�.I.�....,........... - .._.-.%- .. . :: ;: .. . , �. : : . ... . . . � � . '. .. li�i .....� N' ". - . . , .- . ........... 'S.."44".4. , - - -)IN: -� ..... ', . .- 6. VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL , . - ID - -- -- ,. ... : I I *** I �� t...... . W4. ;--.-...--.-....--..-.-.-.-��01-�a,..-"..Iii!�i�i� . `6 :''���i���������i�����������������������i�i�������������i����,:,: :::::::::: .0, .... , . .......... - ... ....'............., . - - , ... .. :8 .,.,O - " .:.:.:.:.:.;.:.:.:.:.:.:.:.:.:i! I .1111--i .� .* . . I ..........".. ; .." / - : .1-MINIS-11 -G����:c , �:i:�:i:::i*!:�ii.-dii�!.E.:.:.:.::,:, . .: . 1: I... ........�...... ... . : . .. . , :: I .......- , X, .. � %": * . . : , ;, : . � , .,.:::;:i .. : : : I .: . . � ,::... - '�i!�ii�iiiiii�iiiiiiiii�iiii�iii�iiii�iii'i�i�'i�i�'i�'��"���, � ,,, . . I .. .. . "' - ...'....': . :, -1 . I : � .. i . ... : : ; * , , .... , \ ,. . '-" "k. ::-1:-:::�:. --i? '" iii��ii�iiiiiiiiiiiiii�iii�iiiii��ii�ii!i!ii�.iiiiii�iiii�iii��i ....-:::%:�;!�i� � .. :.11* ,:::.:.:........,�:i�,:!:�!���ii�;�,i:��ii�i��;���j�jjiiii��iii�iiiii�iii�iii���il.'�iii�i�iiii!�!� _... ............... "I"i�i!i�.�iiiiiiiii�i�!�i���iiii���ii��i . . 11 :` I 0 .. . ..... , SIGN STAT ...... .. . ......I- .. :" , -, . , : . .. . . ..... - .. ::, " .. � . . :.: ..* I : ; :, ': �.. X-:�: .. .: . 1. . � ':,:::::: ::",�!!!i�i�? . , %:;-,.".1 :::: :-,:: - � . : I- .. ..... ... -ACCESSIBLE" MOUNTED BELOW THE SIGN WITH . � .. I I ":.". P AIM-Piiii!!�iill- . N . .. :.:-:::-: ' W"A" !��i�i�R ... ::;.�%:::: - ING "VAN ., , .. - - I §92 "N ,'..".....J............ �.......:.:.:. ..��!i��ii�i�iii�ii�iiiiii� 11, . . ::�, ` ' ' ' , . . . ". , * I , .. - 71 , . " .j__1__ ��!"A ."... :-:,:-,'::`::::x-x - ..,: I'. .. . . : :...... ::,::.::::�''..".,..".�,'.-.�,:.:::�:�,, . m ..o .. . I . . . - . , ., , ".." ., '-.,.-.-,. "........ _,. : Ns� "' .. .." �"" ` ; THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. � - ...RETAINING . ... �ii������iiiiiii�i��ii�iii�iii�ii�,i.."i�������� ,11,11-1.1,.,111 f1C............ .", 1, ..... . .I...... �. .. ......... . ........"..'__ . .:-.,::;::::- � .. .... ....... . .... 1, .x-.-....'-',.':..: it....iii��iiiii�i�i��iii�i�i��iiii�!ii�ii , , , . ��ii:, ** .>. t . : :- j .. :::.,:.. .- :: . , , :", , , , - :: : I . ... , .. �, �11i��i: .i' '... ->, ;� , .. .1 1. ..... ... - - .��!, ffti�iii�i�'..Stl` _ :::... : 1�: : - . * : ....,.,.. : I . .. , . . . :: . .: . I � . . . .-.1% CURB ":!�iii������i�iiii���,!:�i�i�i�i�i�i���:�i�i�i�i�i�i��,7.:.:.:,:.:,:,:,�,:,:,:,:.:.:.;.! :: :_:.',:: .. t I .. "' :: , , :��:::::::` Tldiiii�!!iiiio :, : ", ,:�:��i��iiii�����i���i��ii�? ,�- .' . -;6.-:-x-x-.:.:.:. 't. % � . /... *N1 , . ,!.,iiiii�!�li..*il!iiiiiiiiiiiiiii� .... .. _1 - - ... .1:t� 4 I .......................... ..,:�.i..,..,..,.,.�:�:�.. X .. I .1 .... , . � . .. ,� � .. .. � . I .. .. .. ,; .._ "I ,;. . .,..::::: �: , .. , I . '. . 11, ..... :t;: ,;::::;. , ..., : , - . :: :::_ I : .. . . :- :::*.,:, , I , :1..... : :::::: .. "L./ ` . I .11, "' I . :. :.......X. :, :`:: . :: , . .1 1. � . , ;'�;.:;:::: :.:::: :11-.1 , I � I.' !. . ........*" ' :,":...... .... : : . .. ............ , ....... : �* . ...,...,... . I.�_ , ..... . � - . ,. , :-:-:-:-- : I I., - . . .. : ... ...I . . ........ ... : .. : : I I , , .:::::%... X t . :..i . 4 . ., � . `:iii "', :.-.t,:.:-:-:- : I.; \, . ..,,. .. '1W :::: -iii-.",iiiii:#!.ji���i.�j.�i�i�- i.....iti.t..".." .�...e,..�..Illllllliiil�:*",:', 11,11,11-111"Iiii..". .::����.�,,�i���i�����i�i!�iiiii�ili�iii�i��i,', ....�.:�i��!i���i�iiii:::::::::�:::�:::::::::i:::::::::::::ii�:�i:: .... 7. AN ADDITIONAL SIGN SHALL ALSO BE POSTED IN A CONSPICUOUS % i1ii1iiiii1111?1-..,%....�.. ,N �2 ..'... .. - , , ,_._,............ ..,.....'.. � . , �� . ,: . ... ..... B '.Ti��i�ii; x.': . m.. , _ - k: - ....,.,.,.,...,..%,%._,.. .,-..-�!iili��: PLACE AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, .. DETEgLABLE I.. �/,�. ::! :::i������i���i���i�i�!i��i�i�i�i�i�i���i���l��,�,.:�i�4�I .�,.�i��i:i����i�i�l�i�i��:i:::i:i:ill!�����j�!:�:::: ......'....... ::� . "' 6: - , """""'"'I" , . . ,.., `::�, iiii�iiiiiiii��i�!�iii�iii��iiii7-.;t - - .: . : .. A,. 46 ';L. ., I i..'.....l.".."', . I.. , 1�7�iliiiill - I.C.:.... X"',", . . .. . . .. I- .,. . - , : . , .. , . 'L .. . .. ::::::::::::::::.t:-:-:-X-:- .. . '. :: ,` � . . . . - , � 1. .. : . ..�,..-` , . : . I / " .. I . . 1. 'L I . . . '1L . . . : .1 . r . '.L " . WARNIN . N ._..... '�, ''1( , 1.1 :��t,:,`-'.�'�� ,% . �.. N # . q.-I-111.C-....�.�.!".,�-"��......�,.I!!I!Illll,."-,....C-.,..,,ii.-I"oi.i"."!.."k.I.', OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL . 0'*\,�,r2N,a,.�......,.....�.,�.. . ::iiiiii�ii!�;�ii��iiii�ii�iii�i�iii .... ...I :i�:::::::::::: :. �;: . I " I �.� ....... .. :::� J . OR SPACE. THE SIGN SHALL NOT BE LESS THAN 17" BY 22 , ., - '. . '" �����������i���i�i�i�i�i�]�:�:�i�i�i�i�:�i���������.��� :1 .. o..: I:, . ., .. _ .. -� - �i�i�i�g::'- --..--..ii�iiiiiiiiiiiii!i�i!iiiiii��i���iii����i������j : : .. . . .. � - -- :�i�i�i�i�i�i�i�����������������]������������������.��� . . .. ..... , �. A A.D. A., s. -.-.:.:,:.:.���i�� ��iiiiiiiiiiiiiiiiiiiiiiiiiiiii�iii�i�iii�i�!�i .: .. ;"., 1: . :", . : - RFACE '. . x . . I , . iiiiiiiiiiiiiiiiiii!il!lililil�iii�i�iii�1!1!1:1�lil�iiii-.-".'--, :1 1, . . . I :. it . t ., .. .. . �� . m. .. . . . m, I �: I.' / . .. . . . .. . . .. 1. . .. ...:� I. .. .. .. .. :.. '� .... ` :-:-:::::::::::::: . IN SIZE WITH LETTERING NOT LESS THAN 1* IN HEIGHT, WHICH I.... ......, . 11 -:L :`�:�:�:�:�:�:': . : ;,*� .. .. : � . / .. . ....... , - . ....... . '...... - ...... N. , -... :::.�!�����ii��i���iiii��ii�i�iiiiiiiiiiiii�ii�i!i�iil*�"- , ; . I ( 11 CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: I I.. ."'..'....'....', ------...1._ ... fNa SKiN w :% ::::�i��� :.:.:.:.:.:.,..,...:::::::::::::::::::.::::::::.:::::.,:, -:���:::::::.:;:::::::::::::::::::::::::::::::::�:::::::; t .... ... � L , . .... .. .. ,:::::::.*-.-...% .".:::::::::::::::;::::�::::::::::::::::::::::::.,; : ... ... . - ,.. . , : :`������ b, .I . . , .I .. .. ... .. .. .. -�""::::::::::::::::::::::::::::::,. :.:.::,.. . I - �L . 11" . ". . :: . . .."I", ...'. ., . . . : " - �. .. . . .. 1. . * . ,L I . - .: . . ##:, "..... -....... .. 1, .1161* .... . ............. "'' . ............. � _., " . AL . ... 4 ..."...'j,iG . .: .. I . .4% .... .. .1 I. w ., . . , 110 : . . : . .."......, ".."."'. ... . .. . I /. ,;:: , , ��!�i�iiiiiiiiiiiiiiiiiii�!i�!iiiiiiii����:i:i:i:i:i::::ij �%.;.;;���;�]�H .,-..� �i�`,; URB : I,* � .. .. o . . , ,"' .., ., I ....... "" I.. ... � .%� :!::;:::::::i1,:::-"-'- .. � .. � I , I , .. . ::� .. : ; i::: " .. . . .. _ ,.. .. I . , x, .: : : :- . ::, - :,:, - I ......... l.'L., ,b.. ".. , ,. �,ii'.""..'i�ill�i�.,.."�..,..""..�...,..................... .. . : .. . . . .: " .. .. 'i�, . . . ...� ,r . , :-:i�����i�i�i!iii�i�iiiiii�iiii��,.""�,..,-".��I .... . . :: m: o.: I - ;.v .. '.... , �, ." IN . , I ... .. . I . �:. .., .". .. .. .. . "-`::::::::L.: ":......._,.:r' .,. ... .L . .. . . �. .... . _ .. I... .... ,, . `�;��ii!il�i�]�]�]:: ..�. ............ ................ .�i,��i�i�"! �i:t:`* :...1.11%..-....�'. . ,�. __ iiil.�Ill'.1'.."..,".'iiiiiiii�i!!iiii .... ,..,iii�!iii!!ii�iiii!i!i!!i!i!i�iii�: ..... -.,:ii*i'-, UNAUTHORIZED VEHICLES PARKED IN DESIGNATED .. "'. '... i:, , .....,.,iiiiiii�iii������iiii���ii� .:.i�!!i�ii�ii�i!�i!��!�iiii������ii��ii!i��ii��i����!��i�����i�iiiii�i��;������iiii�, .. �, -,......... . . I'll, I . . _ �: _ . :.:.,�",:.:,:;;:;,-.-.,.�.'�,-�-��- :1, . . . . .."......:,.........._ . , . I I % , . , � .....�....: .1 . . ��!i!!�i!�!�!!i!��, ::---;.:.X` .�i,i,!,!,�,11�,�,!��,!��,���.,. . , "" I I.- - . I. .1 ... , . . .... " . . , _.....i��iiiiiiiiiiiiii�ii!iiiii!i�.,..�ii�ii: ., . - . . , � . . .....__...-.;::i.� � . , ......., ..., 11 ... 1. . . ,:�".."��...��.���ili�i�i�!�i�i���i�i�i�i�i���.i.���ii::: .. .. ��!�� .. I ... t : . : ..::. -:.:: _'. .. , ::::.. ::...__ .. .:�:. ................ ,... X :, . .. . :- - . ACCESSIBLE SPACES NOT DISPLAYING .L..., ,% . .. .. ."....-, " i�i�i��;i���::�:: ::��i���i!ii;��!�!�i�i�������i�� ,-::::::::::, .i����13 : I I .: -1 : . . _- , .;, ,., " ... .....',...,"... i�i�i�ii�;i��i:*:: :"�,:, -:::::::::::::::�:::::",, ... .. . , '.. ... . ....�... _ . . . . .. - I " . ; . - 4.1 I : ': .. -1 .". . ..,,"....,., :::::,: I ... .. . . , .. . :- :......�... . .�.......................:.:,:..:,.,- -, . ..., ,., .. .:. 1. .. ,.,...,,.,., ::::: .......� t., ; .. - I "... .., ". . .� / -:....,...,.,.,. .... ... .: � :.-�- ..: . X .� ... . . - - m z .. � - .. _.. .. . . � I, ___ . . 1. .. :- :.� :, . DISTINGUISHING PLACARDS OR SPECIAL LICENSE _ .. .�.. . I, . , . :::%:,::::;:;;, . X., .: .. .. � " . .. . ,%. . d: . .. . . . . - . . 1. ... ". .. . � . I . � .1 __ _,,. - , :,.:]:]���i�ii�iiiiiiiiiiiiiiiiii�i�i�i?ii�:.:.:.: ... , . I . I , .. �, . : ..., :. , I.. 1. . .. . : . .. .., . . . . I. � .......'......... ,, : : : �` .: . ........ I PLATES ISSUED TO PERSONS WITH DISABILITIES ."'.... ,� ..., ... ..." I " . ,::j:j:j:::::t1i �,. ,,,, : :, :�: �% .. .... o , - .. -, '. 1. .. .... ., ... . . . I I . . _ , .. .... 1, .., ., .��i ,.,:: "I :::::::iii-i��.i�ii�ili!ii�iiiili!!!i!iiiiii�����iiii: : : .. .. .. . .. .. . . ....' .., - .. . . - ... ::. �� I . . . __ ... .." ,L. �. .... ..., , , I : . � : :. . .. . , '. .1, , . . . !::; . . . � . . . , ._ .__ ...�.. ., , ., .., I -.1 - , -!�!�i�!j!!��!jlj�jljljii ... .. .. PENSE. - .: ... 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I. .te :: ... . 1. ... ., .. ... , X :Ift ,�, . .I ii .. . .1 .. ,. �% : .,�..Ii. , 'iiiiiii i i��;i�' -`.fi: ... i����i;�.I."�.,.,i;;i���i���i��'.1�i .. ,.. Ii( . .. , :, ..��iiii�i���$._ `Iii� .1 ::�j OR BY TELEPHONING: TELEPHONE NUMBER." . - ,.. , : _%. ., ,,_,�:.:x:ii::%-.>.i_. : . : . .1� .1 '.1 "' " '... .., ... . . ..", . " .. _-`%t�'%"., ;. . : , : I � ..... , " �111111�.., : '. . . : .. .. I . - 1. '�r `i�;`.i��i�t -jor . . m . :11 I ... ... . 1, ". .. . LL " '. . " .. . . `�. .. ...., . : !�I�!'�'i'*�.�`��;,.1 .. .. ,; .: 1. ..:. .. .. .. , . 1. -i�i�il--.�i��I�t".. -ii;. , * ";�:1:1%,"... :, : . : .. . .. . :i i�"��"- ,-,--,-,.,-,I I�-_--.-'-I--I ` `,. , . .. ....... ��.*�.�.'�� �'.`.;il* " , : ,. . ..:. �!_ - . .1....- �� � : _- - . . 1. " . _..,, ;-;, .� .. ..� . :I �:: .1, : . .. I ... . , I : i 1. . .. . I I I m_1 1-_I.:- . " .... .. ..:,:.:.:.:�: `i��,������: `-%;��;-.,;.. . .,,.m4Wt:-. �: . � : : I . E OR STALL _Z�� -.:,... ...% . . � I .,:11� . � : � . , , . : . � .. I__.,..��� . .. :.-X-:-: _. . � :: ., , .. '. .. .. : , -L d. . . .1 .,171��� . ' ` .,Z: ,..... : .. .. � .. .. :, . .. .% : .- ...... .......... ., .�.,'., : 1, . . . .. '. .. �, ,. ,., q .. , ., I , ,:: I.. . - 1. __ -1..' I . 1� ; . ,, :: ... . . !�;;����:�:i . :::: .., -1 4 . � I '. . -, ,- . : I .. , : !: : " '"', . 1. -i�i;i�i���i�i7. ... .. m 1 .. .. ,.. . . tii�iiiiii��iii�l ]���]��:j:�� . : . . . � � m . I . .. . . . . o .. . : ; . � 1. . . ,. . . .. .. : . .. . .. . . .. ,. � � . - . , , . ., :L"' . ,. . .. .. ., -% `-. ::: : ; I : , 1, I .. ,.�. �� i� !!..�i�i�i�i�i�i�i����������i....:���iiiii!�iiiii���i���� :::: ,.i,,..-"`-'�-:� . ... , , , � , , . - . ,_ , -I :X:::::: ..� : .. OF THE FOLLOWING SCHEMES: .1 .., WARNING.., - - .. ,.::,. Ix . � : : .: :: .. .. .. ,. .. . . : ... , ,j:j II-1,4'-f .: I a .. . r I : - � : . 1. . _., ........ ` .. .., .. - ..... , .-$$��i�i��:.�...... . - r . m . � . . . . I : ... 1. - .. .. 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BY OUTLINING OR PAINTING THE STALL OR SPACE IN ,�* I I : :...... , .. :" .1 : ................... ; :t 1, . : : :: . . : - ` i: m : . : I : . :::�:j: .".., . %. . . I : , ... - -1 . :::: .... ...].*.%.'.',.`i`,:...� - ' : .1% o. . . I : . IV. . I ' ... . �: . .. I : . ... :-X-:..-1-. `i:��!��]����� t: :: : . � . I ... ...... . .: .: ', . . - BLUE AND OUTLINING ON THE GROUND IN THE STALL OR ; 7�;�'.. :`: .1 .. �:j:j:.. O" HIGH CURB �, .. . .. - ".L.:., ..."'. .. .: . .. ...,. , - . :-t:-:-:-:-;... .,. - - .: I :. ... I . ;.... - .. : . . : t: SPACE IN WHITE OR SUITABLE CONTRASTING COLOR A .7':';'.,,..... .1 .." : : .. .. . ,. .�.%..... it .: "':... il I .,."..:..,.,:�:���.:,:,:iiiii�i�i:.: o .." .: 6.: . I .., ... . ......... *i�i�i�t..-:_- ,.:, , . � t' 1 - .......x .... .� ,.- : : . � ��.�., _... .�iii�iiiiiiiii:.:: . , I . , �.'�:.-,:-.-_:�. i - ........�i�i�!�7 'I. . 1� _..., . : ".,.:: - :.. .I.I....., .."....,.. ... .. : I` . ,.,...,..,"' :� '. - : . :-- I ,__, .. 1. . � , - '. o : . - ..'... ....".. ::��i�i�i�:�i�i�:�:i:i::` ': % . -. . . . - :: .., : , .. . . ". ... . .. I I ... , . .. - ., I . ,1. - � .. � 4 .. * . ........... MIN-ISHIN'G " t:1 . . . �: ......::$i�i!!!��i$i$�i7ii .. :........ ...... ...:` .,..,.,., PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT. a f ::::::::,.,.,,.._:1 "."'." ......It' "' -L- X.: ......-.-.�iiii�iiii�iiiii!�iii!�i::* : "I ".1. - : . ........ -"I '..", ':.,,..:....:... .. "".O.-IX DI .. : m. .. �,' '.." ......, . . ,., � ;- ... . .. ... �,.'. "'...., _`�,-.%.. -.1 � I. .: .. ..;., .,,%. OR. ... '�Ii�i�iii�i�i�i�iii�i�i�i Rb � . o I . . ' :** : 11: 111. _ .'.�...,_� -1L...-'1X-:-t,X,::- '.. . . :: I.:: ..,., ':L .."', . 1. '. I , .. B. BY OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH ...:--.,-.j,:-..,..j. ..I ". ." ;: t; . �, - : : .. .. I .,. . E ..... .1 I .1-1., .. .,.0 .. . .t .... .. %".,.""- .......L ''. .. ,. . �. . I I ". ... t", , : :,. '. I .",w- ..L_ ... .. . . .- ., I ..... _ - . . �; .;�- t� _ .I , : � :. OCCUPANT IN WHITE ON BLUE BACKGROUND. THE _"".'%..:..-.:... ..... _ ._:;� I :� � ...:.. ....�.. .��-.. '..... �........ , " r. , , '......... --::r::::::::::::::i::::-:-:...... ... . ; ... :. . _ .... ... I PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE .....'. -`1:-:::::::: �'. . , , .� , �, - �..' ,::::::::.",:. .... ,, :: � ....'... -'-`---:"%'.L... � �.:, .. .111, - ::o;` .. : _ .::::i... I.- - ... ,1� . .!,.-.- TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS ...L...... "'..,.,... .................'' I.--..-., , . ... X%`11`:1.,I— I . .. ", .. 1. , I �....- .... ......:.. ..... I'L � . .... I 7 ,". .- .. .. .i.,..�. _. ........ -1-:`-1'1.::..,::: o , ... -. I .�� --:--!-, ..... .1, , . .;...". ::::x.x.. . .. .... I PROPERLY PARKED IN THE SPACE AND SHALL .............r..'.., ......:. . �7"� ;;";!: ..-I.-.- r �%,.-... .::: ...L%,".' �. ... o ... �:: ............. : ,.....�...... ..:.:.:. , - ...,.:. L�.........I _%..._ ::,.; ,� ^ 1. BE 36" HIGH BY 36" WIDE. 111_`��............ .1-...I.-I.1... -'.L......, ',..._.. 1 19 _.'-'L ".. . .,.,. ....1.�. L'. 9. THE BORDER (PERIMETER) OF THE LOADING AND UNLOADING ACCESS I . AISLE SHALL BE PAINTED BLUE. THE HATCHING WITHIN THE LOADING 1% I Underground Service Alert AND UNLOADING ACCESS AISLE SHALL BE PAINTED A SUITABLE I PARKING LOT STRIPINNG I CONTRASTING COLOR TO THE SURFACE MATERIAL AT 3*-O" MAXIMUM " = C I Call: T011 FREE ON CENTER. BLUE OR WHITE PAINT IS PREFERRED. THE WORDS SCALE: 1 20" TED ON THE GROUND WITHIN EACH . 5-FOOT AND S-FOOT WIDE LOADING AND UNLOADING ACCESS - 1 -800 AISLE. THIS NOTICE SHALL BE PAINTED IN WHITE LETTERS NO LESS . 'K I... THAN 12 INCHES HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. CBC 11298.3. HIRSCH &AssocIATES, INC. BUILDING ANP ,iSAFETY . , 4 1 1 1 1 LANDSCAPE ARCHITECTURE&PLANNING I I / i . I--- 1, I 11 1 I I i! I/[ 11 ' ' I I 1. I I I I " 2221 EAST WINSTON ROAD,Surm A I I I I /// I . ,�` �/�, ANAHEIM,CALIFORNIA 92806 1 - _ I'll ," 11 I 1 A LD1 4-3159 ACCEPTED I -11 .4*??, 1 TWO WORKING DAYS BEFORE YOU DIG I I I 0IIIIIIIIIIIIIIII VVWW.HAILANDARCH.COM LA#1710 . NAME (1, � owe-( - Drawing No. I 0 DATE BY REVISIONS APP"D BENCHMARK SEAL: I,I��I�ISCAP4, Designed By Drawn By Checked By CONSTRUCTION RECORD* I SCALE \� I A L. 622��� DATE: .-f//V.A& CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS I I commdor 8/26/14 NH AADDED ENTIRE SHEET - ACCESSIBILITY NOTES & DETAI RCD DESIGNATION: T-25-81 Horizontal .17�t tf_\ --- � �^ . NAVD 29, ELEVATION: 1305.535 4 . . 1 P-4 ,��_________, P repored Under Supervision Of e4:4� - ,",,"", 1, I'll I �* * "C�,__7?1'1`1_1, * ACCEPTED BY: �/'�/ /,/ DATE: ,///Z kowtor I FROM THE INTERSECTION OF FRONT STREET AND RANCHO - , \I- 1 - 4 .......'. I r I CALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA 1 1 . - Dote THOMAS W. dAKIA AP-2 I ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND CH I DIRECTOR OF PUBLIC WORKS/CITY EWNEER . CALLE CONTENTRO ROAD AT THE N.W. CORNER OF THE Vertical 2./18/15 PATJRICKV RIRS 9 ACCESSIBILITY NOTES AND DETAILS mt C0111110A I I INTERSECTION 54' N OF C/L, RANCHO CALIFORNIA ROAD; � R.C.E. No. 48279 , 45' W OF C/L CALLE CONTENTRO. 28- N OF FIRE HYDRAW. 1 ...............* - ....... 1.5' W OF P.P. (NO-) 1.5- S OF WOOD FENCE ON CORNER I OF C \x 1710 ires 3/31/2016 . .:fi%§:-_. Sheet 5 of 23 1 CUT BACK. A 2 1/2" BRASS DISK IN CONCRETE CYLINDER, LA No. - Expi '*.- TEMECULA, CALIFORNIA . . - - SET FIBERGLASS WITNESS POST 1' NORTH OF MONUMENT. I I I . . I % I . , , 4e 0 , 4M Ll 11 7 t I - t7i-ai--il ��T� T I I & -41, - � . . . 11 """""""""""""" SCALE L RAMP . : * , , i" , � , I � . . . I . CONSTRUCTION NOTES (6 4/i ICONSTRUCT CURB AND GUTTER, PER CITY OF TEMECULA STD. PLAN #201, TYPE A-8. 0 GUTTER, PER CITY OF TEMECULA STD. PLAN #201, TYPE A-6. 0 .............CONSTRUCT 6wx6w CONCRETE MOW CURB, REFER TO DETAIL E. SHEET CD-1. ..........FINISH. REF ........... 10 'OF I ..........CONSTRUCT 40 THICK CONCRETE SIDEWALK. NATURAL GRAY. MEDIUM BROOM L A. SHEET CD-1. P...... . ...CONSTRUCT 6* HIGH CURB. PER CITY OF TEMECULA STD. PLAN #204A, TYPE D-6. .. ........SLOPE,,, ...........TOE OF ANDICAP RAMP. REFER TO DETAIL J. SHEET CD A 1010010, of W LAWN AREA, SEE LANDSCAPE PLANTING PLAN.PLANTER AREA. SEE LANDSCAPE PLANTING PLAN. A . ....... ................. ...........7 C GREGAT HALT PAV11NG OVER 4" BAS EMOVE EXISTING WEEDS AND S N 6 PACT TO 90%. �/EX T 0 POINT; (070) WATER U' .112 I N.@ INSTALL PARK BENCH WITH SKATEBOARD INDENTATIONS BY OUICK CRETE PRODUCTS MODEL ....... ................#:02-PS-848. C1.T3,MT. INSTALL PER MANUFACTURER'S SPECIFICATION. (909)737-6240. ................BENCHES ARE ON SITE. ....... ................BOUNDAI Y PARK R PROVIDE AND INSTALL PICNIC TABLE WITH SKATEBOARD INDENTATIONS BY OUICK CRETE LINE ....... .......PRODUCTS MODEL #:0-LBT-PT-96, C1.T3,MT. INSTALL PER MANUFACTURER'S SPECIFICATION. 8 . ......H11 6 GH� CHAIN.'.-(909)737-6240. REFER TO DETAIL K. SHEET CD-1. C:E", dftft' MOW CURB WITH z d*ft,DRAIL, REFER TO DETAIL 8 AND C. SHEET CD-2 D DETAIL B. r . . .......SHEET CD-6. LINE 7 z�,. .........WK S20 .......5n,..............1. ICAL AS SHOWN.A INSTALL CAULKED JOINT. REFER TO DETAIL D. SHEET CD GRADE,,8 ........ INSTALL EXPANSION JOINT. REFER TO DETAIL C. SHEET CD-1. TYPICAL AS SHOWN.@ 7 C.44 1. TYPICAL AS SHOWN.INSTALL CONTROL JOINT. REFER TO DETAIL B, SHEET CD ... . ... ...A, P ..............RO ,ERY PROPERTY . .... 40x PROVIDE AND INSTALL WALKWAY LIGHTS. REFER TO ELECTRICAL PLANS. ............PROVIDE AND INSTALL PARKING LOT LIGHTS. REFER TO ELECTRICAL PLANS. R. PER RAAIr IST SEMENT LINE D H L/O QA F'OF?A/A CONSTRUCT MASONRY RETAINING WALL. REFER TO DETAIL D, SHEET CD-5. 'oDTING) A7 _'7 O'.I0:6 3 2910 R WIDE WHITE PARKING LOT STRIPING. REFER TO DETAIL J. SHEET CD-1. A55 EXISTING WA PROVIDE 4 TE kjLk: PROVIDE HANDICAP GROUND SYMBOL. REFER TO DETAIL G. SHEET CD-1. AND EOUIPME....... NT,A-8 A16:CONSTRUCT HANDICAP ACCESS RAMP. REFER TO DETAIL H. SHEET CD D ............................... .... .......56 PROVIDE AND INSTALL HANDICAP PARKING STALL POST SIGN. REFER TO DETAIL F, SHEET CD 4 ............PLAY AREA RAMP, REFER TO DETAIL E. SHEET CD-3. A5�E TROOM BUILDING, FIXTURES, ELECTRICAL AND PLUMBING SYSTEMS. ROOF, STUCCO, �7 OOR,GATES, DOORS, SKYLIGHTS, CEILING AND TOILET PARTITIONS, REMOVE PAINT FROM FL 0 A557.1�AINT INTERIOR AND EXTERIOR WALLS AND FLOORS. REFER TO ARCHITECTURAL PLA R2 0 IFY TRASH ENCLOSURE TO INCLUDE RO F AND ADj co A60 z 51 .j��. . . . . . k5G, V4. A A49(A 6i �f&) V�5 A63 CONSTRUCT BASKETBALL COURT LIGHTING. LIGHTING CURREN .I F%v-r-rwt% r%.;p I'll ELECTRICAL PLANS. 17 165 4*I: 51!EE:F eo :3.eilItBREN'S PbW AREA EetJIPMEN+. REFER fe BET 4 70:2:1 A47 T CURR NTLY EXISS0N DETAIL H. SHEET CD-3. P K 0 RT I E SLOPE 4T 0). 7 W% U�A. W U 3 A66 .. ...8 .0-10 'THE CYCLONE, 6 PROVIDE AND INSTALL BICYCLE RACK BY CREATIVE PIPE INC.. MODEL CY INSTALL PER MANUFACTURE'S SPECIFICATION. (800)644-8467. A70 ISTING VAULT:* ECT ROT CONSTRUCT PICNIC SHELTER BY POLIGON STRUCTURES. RAMADA 16x24 HIP ROOF SHELTER W/ �,-02 SANDWICH R K I T GHT N TI IEL TO MAT IOM,TU HE Ut q 0DITR�XtST! RE -WOOD AD UVAL e. 3 HYDRAN ISING F1 CL E'RPO 0 A4" T, PR 'A46 FACES W FINISH COATS OF EXTERIOR ENAMEL. COLORS TO MATCH RESTROOM 4, EATION EOUIPMENT 3 BUILDING. POLIGON STRUCTURES ARE AVAILABLE FROM MIRACLE RECR S 1(800)541-8897, (714)736-8930. A76 110,8 k24 4 PILASTER, EXISTING ON SITE REFER TO DETAIL E. SHEET CD-2. 8 MEET AND MATCH STREET IMPROVEMENTS. A 8 A23 SEE STREET IMPROVEMENT PLANS FOR ALL REOUIREMENTS FOR SIDEWALKS ADJACENT TO 1 tA STREETS, HANDICAP RAMPS IN STREETS, CURB AND GUTTER. STREET LIGHTING. SEWER. FIRE 4 78 TOP OF OF...........HYDRANTS, STORM DRAIN AND DOMESTIC WATER IMPROVEMENTS. 8 A� A S9 40 SLOPE A33 CONSTRUCT TREE WELLS, TYPICAL 32 PLACES. S10 H HI H ST T I 4' HI H > L G E TOE OF A17 A8 8 PLAY R 0 DETAIL C AND D. SHEET CD-3. 4 CONSTRUCT SLOPE 8 k-A I Z ........................ ............PRGIN491i AND INSM66 RUBBER ZED 6*64* 661:114FAGING. RSr-SR TQ DETA16 8 AND 9, 8 A13 Al A Al 31- 'A45' 3 ;A At PROVIDE AND INSTALL 2-1/2* TYPE K COPPER PIPING FROM WATER METER TO RESTROOM 1b ......BALL VALVE IN YARD BOX BUILDING. INSTALL PIPING 24" BELOW FINISH GRADE. INSTALL 2-1/2 A I TYPE K COPPER LINE FROM RESTROOM BUILDING IN LINE AT RESTROOM BUILDING. INSTALL rA TO DRINKING FOUNTAI __A ............N. INSTALL BALL VALVE IN YARD ,BOX AT DRINKING FOUNTAIN. 28 At 90 r A29 A31 4 DS 6 G. SWEET Go a A]A30 CD-1.PROVIDE AND INSTALL HAWS DRINKING FOUNTAIN MODEL #3202G. REFER TO DETAIL M. SHEET Al 2 A93- 4 -X. INSTALL PER PROVIDE AND INSTALL BBO GRILL BY LITTLE TIKES MODEL #200 MANUFACTURER'S SPECIFICATION. (800)325-8828. POSTS ARE EXISTING. CLEAN AND PAINT ....... XISTING SIDEWALK A .......... OTECT &POSTS.PROVIDE AND INSTALL JUG FILLER (PEDESTAL) MODEL #125SM-SS, STAINLESS STEEL, BY MOST 8 4. A110 A A4 EXISTING CURB A 4...... TER, PROTECT UT 3 G 7 AND 8 12 S, INSTALL PER MANUFACTURER'S SPECIFICATION. (800)552-6331. 2:1 SLOPE ONRY RETAINING WALL. CURRENTLY EXIST. SANDBLAST/REMOVE ALL PAINT FROM WALLS 'E ISTING ELECTRICA -GRAFFITTI PLY ANTI ......COATING PER SPECIFICATIONS OX, PROTEC A107.. ........Rh EEI A98.......... ....E T X8 �AT 8 CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD. PLAN #207A. R 'A. ........ 99 4 J01 105 8 CONSTRUCT 6 THICK CONCRETE SIDEWALK, NATURAL GRAY, MEDIUM BROOM FINISH. REFER TO R2': ..........DETAIL A. SHEET CD-1. 70 N A101:A TS.INSTALL 1-1/2" WATER METER PER EMWD REQUIREME .......... ............. .................... .......... -ST.-OF SIG........... .......................................... ......PROVIDE AND INSTALL TRASH RECEPTACLE OUICKCRETE MODEL: 9-PS2532W-D W/CITY LOGO COLOR/FINISH: C1, T3, MT. AN., ALUM INSTALL.: BOLT DOWN PROPERTY OS ...... A LINE ....... ............FIRE HYDRANT PER DAVID EVANS & ASSOCIATES SEWER & WATER PLANS (LD01-095CO AND ALL'oe LD02-207CO)CONSTRUCT 4" THICK CONCRETE PAD, NATURAL GRAY. MEDIUM BROOM FINISH. REFER TO DETAIL ........... 10 1'. SHEET CD-2. 177* 10 EXISTING SEWER LINE. VIDEO INSPECT AND REPORT ANY PROBLEM TO HIRSCH AND ASSOCIATES. .... ...... L(714)776-4340 EXT.19. Cq 60 INSTALL 6' HIGH CHAIN LINK FENCE AND Underground Service Alert ZA '011 CONCRETE MOW CURB AT PROPERTY LINE. SEE-6 DETAIL E.SHEET CD oil: T011 FREE C EW TO EXITING CONCRETE JOINT. SEE SHEET N 1 -800 CD-6. DETAIL D. o"o"0-4�_%o" 30 0 30 60 EXISTING STORM DRAIN INLET. SEE DEMOLITION INSTALL HANDICAP HANDRAILS 227-260 OVED AND DISPOSED OF SEE DETAIL F. SHEET CD-6. HIRSCH &AssocIATES, INC. 4* THICK CONCRETE BUILDING #NP SAFETY OFF-SITE NOTE e-iL q9 PATCH 1' WIDE AC PAVING. LANDSCAPE ARCHITECTURE&PLANNING CONSTRUCT HANDICAP ACCESS RAMP PER MEET AND MATCH EXISTING. 2221 EAST WINs-rON ROAD,SurrE A 6" THICK CONCRETE CALTRANS STANDARD PLAN RSP A8K CASE G. REPLACE CONCRETE GUTTER SCALE: 1 30' ANAHEIM,CALIFORNIA 92806 A PHONE 714,77&4340 FAx 714-776-4395 A LD1 4-3159 ACCEPTED- - -TWO WO DIG EET AND MATCH EXISTING A WWW.HAII-ANDARC:H.com LA#1 71 0 4"E CIAT Drawing No. CONSTRUCTION RECORD: 'D Designed By Drown By DATE BY REVISIONS APP SEAL: SC4p SCALE 0 4 RE COMMENDED BY: > DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 6/9/14 NH REVISED CONSTRUCTION NOTES. CALLOUTS. PARK Cw&wlor BOUNDARY, MOW CURBS. ANTI-GRAFFITTI COATING ADDED RCD DESGINIATION: T-25-81 Horizontal A171 VA a Prepared Under Supervision Of I NAVD 29. ELEVATION: 1305.535 "_'41 - �0 DATE: ell?114 3/24/1 NH REMOVED PLAY EQUIPMENT FROM THE INTERSECTION OF FRONT STREET AND RANCHO ACCEPTED BY CALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA 25 THOMAS W. CARCIA CP ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND Dote CALLE CONTENTRO ROAD AT THE NX CORNER OF THE IPATRI H1 S DIRECTOR OF PUBLIC WORKS/CITY EKINEER 116 COMO" INTERSECTION 54' N OF C/L. RANCHO CALIFORNIA ROAD; Vertical 2/18/1,5 R. .E. No. 48279 CONSTRUCTION PLAN 45' W OF C/L CALLE CONTENTRO, 28' N OF FIRE MRANT, . ............... 1.5' W OF P.P. (NO*) 1.5' S OF WOOD FENCE ON CORNER OFC 1710 3/31/20 16 Sheet 6 of 28 CUT BACK. A 2 1/2- BRASS DISK IN CONCRETE CYLINDER. LA No. Expires TEMECULA, CALIFORNIA SET FIBERGLASS WITNESS POST 1' NORTH OF MONUMENT. L ARC/ SEGMENT CALL-OUTS (MEASUREMENTS ARE IN FEET) STATION POINTS ARC # RADIUS ARC/SEGMENT BEGINNING POINT ENDING POINT (MEASUREMENTS ARE IN FEET) CAULKED JOINT. COLOR LENGTH ARC/SEGMENT ARC/SEGMENT STATION STATIONING OF CAULK TO MATCH EAST NORTH EAST NORTH EAST NORTH CONCRETE SIDEWALK COLOR OF CONCRETE. BUILDING SLAB/ Al 15.00 16.02 434.91 92.80 422.90 102.23 Sl .7 110.44 W/MEDIUM BROOM FINISH CONCRETE SLAB 3" POST A2 --- 93.06 422.90 102.23 330.63 114.41 S2 1/2" RADIUS A3 100.00 48.55 330.63 114.41 285.89 131.98 S3 198*14 ON EDGE 1/2" RADIUS ON 1/4" THICK x 4" DEEP STYROFOAM TYP A4 --- 244.88 285.89 131.98 86.13 273.61 S4 164.39 OF WALK EDGE OF WALK 1/4- 4" OR 6 A5 --- 19.84 86.13 273.61 90.43 292.97 + TOOLED EDGE EXPANSION MATERIAL WITH STRIP CAP. A6 --- 3.05 90.43 292.97 93.36 292.13 S5 157.87 348.00 7'--VARIES SEE P FIG TOOLED EDGE REMOVE CAP AND CAULK JOINT. SEE PLAN -7 1/4- RADIUS MAX A7 20.00 19.87 93.36 292.13 111.98 296.25 S6 174.91 328.36 FIG 1/4" RADIUS MAX COLOR OF CAULK TO MATCH COLOR S7 238.42 383.45 1" OR SAWCUT. A8 --- 39.02 111.98 296.25 141.45 321.81 F CONCRErr 0 --- S8 250.37 399.07 A9 35.43 146.69 315.77 119.93 292.55 IN 4" OR 6" #3 REBAR 0 UP 4 D 4 A10 5.00 10.74 119.93 292.55 121.82 283.97 S9 274.95 360.36 Ili! - A. 4" OR 6" RE 7-- FER TO O.0 BOTHWAYS --- 184.99 121.82 283.97 299.65 232.98 Slo 282.56 352.03 REFER TO PLAN 7�4� . , . 1. .". All 'b'N � Ar REFER TO .................. PLAN .......... d d N V 299.65 232.98 310.34 232.89 Sil 152.35 532.17 Al2 20.00 10.82 1.............. PLAN FOAM EXPANSION COMPACT SUBGRADE 90% COMPACTED --- 4.37 310.34 232.89 314.57 234.02 1/4 A13 S12 166.13 569.96 TO 90% 8.03 314.57 234.02 318.05 240.31 #3 REBAR 0 18 JOINT MATERIAL A14 5.00 S13 167.60 547.97 SUBGRADE OR BASE #3 REBAR 0 18" A15 --- 16.67 318.05 240.31 313.17 256.25 S14 COMPACT SUBGRADE #3 REBAR 0 18- O.0 BOTH WAYS 90% COMPACTED 11-W O.0 BOTHWAYS A16 14.00 313.17 256.25 299.78 252.15 S15 11 TO 90X-j O.0 BOTH WAYS 2" SAND BASE (CENTER IN SLAB) 2" SAND BASE SUBGRADE (CENTER IN SLAB) NOTE: 1/4" THICK X DEPTH OF CONCRETE FOAM A17 16.11 299.78 252.15 295.06 267.55 S16 14 (CENTER IN SLAB) A18 --- 13.98 297.35 266.15 308.43 271.64 2* SAND BASE EXPANSION JOINT. REMOVE TOP 1/2" OF FOAM A19 --- 3.96 308.43 271.64 307.29 275.44 S17 279.25 444.69 AND FILL WITH CAULKING. COLOR SHALL BE GREY. A20 10.00 13.59 307.29 275.44 296.88 282.47 S18 266.22 520.76 `�' DEWALK CONTROL JOINT A21 --- 27.93 296.88 282.47 269.04 280.09 S19 235.87 494.71 A22 --- 10.00 269.04 290.09 269.90 270.13 S20 56.76 58.58 CAULKED JOINT A23 --- 16.00 269.90 270.13 253.95 268.76 NOT TO SCALE NOT SCALE EXPANSION JOINT A24 --- 16.00 253.95 268.76 252.59 284.70 A25 --- 43.93 252.59 284.70 296.37 288.45 NOT TO SCALE A26 16.00 21.74 296.37 288.45 313.03 277.19 NOT TO SCALE A27 37.30 313.03 277.19 323.96 241.53 CONSTRUCTION NOTES A28 5.00 7.68 323.96 241.53 330.03 283.16 A29 --- 9.78 330.03 238.16 339.48 240.69 1. CONTRACTOR SHALL CONSTRUCT IN THEIR ENTIRETY ALL ITEMS OF WORK AS A30 15.00 25.66 339.48 240.69 349.40 261.05 CENTER IN STALL WIDTH A31 --- 11.44 349.40 261.05 344.94 71.58 SHOWN ON PLANS AND DELINEATED IN SPECIFICATIONS. WHITE SYMBOL A32 100.00 77.20 344.94 271.58 290.94 324.06 A33 --- 28.76 290.94 324.06 264.15 334.52 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, DIMENSIONS, LOCATIONS, ON BLUE A34 20.00 24.80 264.15 334.52 241.62 328.82 AND DEPTHS OF ALL UNDERGROUND UTILITIES PRIOR TO START OF WORK. BACKGROUND A35 57.00 6.65 241.62 328.82 237.03 324.01 NOTIFY USA ALERT 0 800 227-2600 (48) HOURS PRIOR TO START OF WORK. BLACK LETTERS ON HANDICAP RAMP PER A36 57.00 121.50 141.77 374.19 235.32 408.88 A37 5.00 7.13 235.32 408.88 241.85 408.89 WHITE BACKGROUND. APWA STD. PLAN A38 --- 26.03 241.85 408.89 261.52 425.95 3. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE UNIFORM V" PROVIDE AT VAN #111 -2, TYPE 1. WITH A39 --- 65.00 261.52 425.95 218.94 475.05 BUILDING CODES, SPECIFICATIONS, LOCAL ORDINANCES AND ADA ACCESSIBLE STALL A40 --- 90.00 218.94 475.05 286.93 534-02 REQUIREMENTS, AND "TITLE 24 ACCESSIBILITY REQUIREMENTS" AND THE SHRUB PLANTER AREA 6" THICK CONCRETE A41 --- 286.93 534.02 2 1/4" SQUARE PUNCH A42 --- 4. 4 37FI� STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2013 GALVANIZED STEEL POST BROOM FINISH TOP 3* 6" RETAINING CURB A43 5.00 9.66 1 377.70 535.67 EDITION. -4" A44 --- 50.47 377.70 535.67 77 111 --55q.6 2 1/2" HEAVY DUTY SO. A45 100.00 .30 5 111.11 . . 8- -- 4. CONTRACTOR SHALL KEEP JOB SITE FREE OF DEBRIS AT ALL TIMES. 1/2" RADIUS STEEL ANCHOR SLEEVE 16# A46 --- 190.91 556.73 CORNERS, TYP. 80 WITH RIVETS OR BOLT 2" 2 A A47 5.00 7.76 190.91 556.73 186.86 551.02 5. ALL CONCRETE SHALL 7BE SULFATE RESISTANT AND SHALL CONFORM TOTHE 6" DRIVE INTO CENTER OF 6 A48 19.50 38.75 186.86 551.02 162.61 529.11 POST. APPROX 1* FROM It I REQUIREMENT OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK FINISH GRADE A50 42-50 162.61 529.1 1 C4 4- 4 TOP OF ANCHOR SLEEVE. to 1 0 CONSTRUCTION SECTIONS 201-1 AND 303. CONCRETE DESIGN MIX FOR NON- FIG 2 1/2* _ -b 151.44 513.08 0 1:12 MIN. 1:12- 00 1 A51 10.00 12. 2 REINFORCED CONCRETE SHALL BE TYPE 11, CLASS 520-C-2500. REINFORCED 146.69 509.25 MAX MAX A52 10.00 6.21 151.44 513.08 ::r::>>::<::>:...... r. 2 --- CONCRETE FOUR INCHES THICK SHALL BE TYPE 11, CLASS 560-C-3250. A53 32.02 146.69 509.25 128.32 to 483.01 All % I --- 483.01 125.66 477.48 A54 6.14 128.32 REINFORCED CONCRETE SIX INCHES THICK SHALL BE TYPE 11, CLASS 660-CW- 3#-,3" H/C STALL rF A55 7.50 37.15 125.66 477.48 123.41 486.45 6 *A 4000P. 486.45 --- 54.00 123.41 154.38 530.69 A56 36" Oil POST SIGN I ............. A57 2.50 3.54 154.38 530.69 154.07 533.92 "DIMINISH N I 1INISHINGii 6' CONCRETE FOOTING 6" Q, A58 19.50 45.00 154.07 533.92 166.28 567.43 6. ALL ANC HORS AND REINFORCEMENTS SHALL BE HELD IN PLACE, TIED, AND 4 1.? 90X COMPACTED ................. A59 2.50 3.99 166.28 567.43 168.61 570.15 OR SUPPORTED PRIOR TO PLACEMENT OF CONCRETE, r SUBGRADE CONCRETE CF GF CF --- 99.49 168.61 570.15 159.53 669.22 ........ A60 CURB, TYP. 9 r 7 A61 %n 151 45r,-47. PERFORM ALL EXCAVATION, COMPACTED BACK FILLING AND GRADING 0 12" A62 OPERATION TO ESTABLISH ALL SUB GRADES AND FINISH GRADES FOR ALL 4" WIDE PAINT #4 REBAR CONTINUOUS tt CO A65 A63 94. 9 165.92 665.22 174.56 571 .93 ITEMS OF CONSTRUCTION AS INDICATED ON PLANS. STRIPING, TYP. A64 10.00 16.56 174.56 570.93 A66 10.0 - 5.99 _21DO.43 2 5.67 567.24 8. CONTRACTOR TO CLEAR SITE OF ALL WEED AND GRASS GROWTH' PRIOR TO MOW CURB NOTES' 1 FIGURE AND BORDER TO BE A67 10.00 12.12 205.67 56724 216.89 569.21 START OF WORK. CONTRACTOR SHALL MAINTAIN SITE IN WEED FREE CONDITION H A68 1 0.00i 5 63 4 DURING CONSTRUCTION BY SPRAYING ALL WEED GROWTH WITH "ROUNDUP" AND H/C` STALL POST SIGN WHITE REFLECTORIZED PAINT. rG C GROUND 11-010 BACKGROUND TO BE PAINTED A69 2.1 REMOVING GROWTH FROM SITE. ALLOW 10 DAYS BETWEEN SPRAYING AND SYMBOL A70 --- 4.50 220.64 578*.30 216.21 577'.51 REMOVAL. NOT TO SCALE NOT TO SCALE BLUE. EQUAL TO COLOR NO. 1-0" 0-0" 1-0" A71 --- 16.00 216.21 577.51 213.39 593.26 15090 OM FED ST/D 5950 9 8 9 A72 --- 16.00 213.39 593.26 229.14 596.08 A73 --- 16.00 229.14 596.08 231.96 580.33 9. CONTRACTOR SHALL PROVIDE ALL SURVEY WORK NECESSARY FOR A74 --- 6.50 231.96 580.33 225.56 579.18 CONSTRUCTION. CONTRACTOR SHALL ESTABLISH ALL ELEVATIONS FOR A75 --- 10.00 225.56 579.18 227.32 569.34 CONSTRUCTION. A76 --- 39.82 227.32 569.34 576.35 5' MIN. SEE PLAN A77 106.00 12.83 266.52 576.35 279.25 577.84 10. ALL LAYOUT AND FORMING OF CONSTRUCTION ITEMS MUST BE REVIEWED AND A78 --- 6.01 279.25 577.84 279.07 583.84 APPROVED BY LANDSCAPE ARCHITECT AND CITY INSPECTOR PRIOR TO % /FOR DIMENSION H/1 STALL GROUN [111111111� HANDICAP PARKING . A79 --- 4.50 279.07 583.84 274.57 583.70 1 A80 --- 16.00 274.57 583.70 274.07 599.70 CONSTRUCTION. CONCRETE WALK A81 --- 16.00 274.07 599.70 290.07 600.19 WHERE OCCURS CONCRETE 0"%y NOT TO SCALE NOT TO SCALE A82 --- 16.00 290.07 600.19 290.56 584.20 11. RADIUS ALL EXPOSED EDGES OF CONCRETE WITH 1/2" RADIUS FINISHING CURB. TI IS M B L ACCESS RAMP 1;Al 2' OVER A83 --- 6.50 290-56 584.20 284.06 584.00 TOOL.. HANG A84 284.06 584.00 `04'7r, A85 1 5 A86 1 . 4.88 1 7. 295.78 578.82 12. ALL CONCRETE FLAT WORK SHALL BE THICKNESS AS SPECIFIED WITH A A87 10.00 12.12 295.78 578.82 307.04 577.06 MEDIUM BROOM FINISH. A88 10.00 4.73 307.04 577.06 311.13 574.78 A89 106.00 23.01 311.13 574.78 332.66 566.78 13. ALL CONCRETE DRIVE APPROACHES AND CONCRETE SUBJECT TO A90 VEHICULAR TRAFFIC SHALL BE 8" THICK WITH A MEDIUM BROOM FINISH. A91 2&A92 16.00 343.85 585.94 357.67 577. 00 A93 --- 357.67 577.87 749 0 6 14. ALL WORK SHALL COMPLY WITH ALL REQUIREMENTS OF THE CALIFORNIA A94 .60 6 1 6 I ORGANIZATIONAL SAFETY AND HEALTH ADMINISTRATION. I 1:69._61-- 337.09 564.44 A95 5.98 A96 51.99 337.09 564.44 382.82 539.72 15. ALL NEW CONSTRUCTION TO MEET AND MATCH EXISTING. 4" WIDE A97 10.00 12.10 382.82 539.72 394.13 540.96 PAINTED A98 --- 26.58 394.13 540.96 414.21 558.38 STRIPING, A99 10.00 5.84 414.21 558.38 417.22 563.29 1 (4)-#4 X 12 Al 00 10.00 12.12 417.22 563.29 425.85 570.73 TYP. REBAR SET IN A101 10.00 5.63 425.85 570.73 430.96 572.91 9 Al 02 10.52 430.96 572.91 438.91 579.80 MOW CURB ARC/ SEGMENT CALL-OUTS (MEASUREMENTS ARE IN FEET) 10I CONCRETE Al 03 --- 143.78 442.06 574.59 333.44 480.39 DRINKING SLAB, TYP. Al 04 --- 5.00 333.44 480.39 .7 ARC # RADIUS ARC/SEGMENT BEGINNING POINT ENDING POINT 6"- FOUNTAIN I A105 1 5 41 Z-515 177.4 11111 11111111 11,111,, A A106 408.65 _NV00e` 5.00 A;?2�A 486.55 ... LENGTH ARI ISEGME RC SEGMENT P ICAL AN DARD A107 5.00 7.35 397.94 489*.08 392.42 485.27 NORTH EAST NOR H A108 2 12.55 392.42 485.27 380.04 484.06 T 'X'7A Bi 54.75 67.81 371.20 115.11 412.38 163.52 15111i; 4 A109 380.04 484.06 8.84 B2 --- 4.01 403.38 209.48 399.51 208.43 NOT TO SCALE A110 74 el PARKING STALL FOOTING Alll --- 9 . B3 39.75 11.99 399.51 208.43 388.58 203.63 SWALE A112 4 2. 1 B4 135.25 107.18 388.58 203.63 285.67 186.08 BBQ GRILL, LITTLE SLUMPSTONE BY A113 1-0.-0-0 AA 10-00 1. 4 . 1 300.67 418.20 B5 --- 43.20 285.67 186.08 244.92 200.43 14' TIKES MODEL #200-X. ANGELUS BLOCK 4 300.67 418.20 316.39 400.07 B6 19.75 25.56 244.92 200.43 222.23 197.28 . (800)325-8828 COLOR: FAWN ELAN VIEW HAWS #3202G DRINKING 11 10.00 40 316.39 400.07 330.50 399.07 B7 --- 7.13 222.23 193.20 218.12 83FOUNTAIN. INSTALL PER A116 --- 8.00 330.50 399.07 335.74 393.03 B8 92.75 98.01 50.56 206.63 139.73 234.78 6"1 MANUFACTURERS A117 --- 4.00 335.74 393.03 338.76 395.65 B9 92.75 30.24 144.17 240.06 158.59 266.49 f A118 --- 58.00 352.36 407.44 396.18 445.44 Blo 92.75 1.95 160.56 272.87 161.05 274.75 INSTRUCTIONS. A119 --- 14.43 396.18 445.44 386.72 456.35 Al2 3.00 386.72 456.35 1�3 Bll 15.25 23.88 161.05 274.75 179.06 286.53 VARIES. 6 TROUGH FLOW 1. 4 1 B12 81.75 68.63 179.06 286.53 244.56 298.80 PLAN 1 0 SEE PLAIN A 21 A ..... 7 15.66 244.56 298.80 246.39 312.70 6* A122 4T6_._92___ -4-T&.Z3 B13 9.-11 SHADE SHELTER COLUMN A123 --- -4T"2-- _4_4S_.6T 411.31 449.96 B14 --- 4.18 245.94 313.19 243.11 316.27 FINISHED SURFACE /A\ 'X-7 --- SLOPE TO SWALE A124 --- Zffi 3_1 B15 4.00 239.18 320.56 236.48 323.51 A125 8 357. -3-86. 816 4.00 141.73 373.95 137.78 374.54 CONCRETE A126 86.82- - 1012j, B17 --- 4.00 131.84 375.44 127.89 376.04 16* FINISHED SURFACE FIN Ir 4 THICK SWALE A127 --- 342.9 818 71.75 51.65 127.51 376.35 152.21 420.44 i 1 -0 AL A128 5.00 343.17 342.99 339.90 346.77 B19 --- 83.68 152.21 420.44 215.56 475.12 1 6 CONCRETE SLAB --- 4.33 323.80 366.35 320.96 369.62 0 A129 B20 19.75 20.91 131.80 498.44 125.74 517.44 OR 6" & 'C' 7-77 A130 3.82 320.96 369.62 318.08 367.12 SEE DET. 'A B21 122.21 125.74 517.44 152.23 636.67 4 2 MIN. ..................... A131Q 23.75 318.08 367.12 305.20 347.54 ---L-THIS SHEET ...... 822 12.25 13.58 152.23 636.67 161.71 645.39 A132 2 31.03 305.20 347.54 315.76 320.63 r 46.87 315.76 320.63 345.65 285.22 823 --- 1.58 206.87 656.11 206.40 654.60 44A A133 90-00 654.60 206.40 19.75 19.72 B24 L TRASH RECEPTACLE. OUICKCRETE MODEL 210.15 636.06 74.75 273.71 609.66 ...... 210.15 B25 71.52 636.06 CONCRETE OS-PS2532W-D (909)737-6240. .................... IN B26 18.05 273.71 609.66 291.77 610.25 2 SAND BASE WALK 3/4" DOMESTIC 20" 100.25 56.09 291.77 610.25 345.45 596.71 SAWCUT SLAB 7 L_ B27 2" SAND BASE SUPPY LINE SOUARKE B28 26.63 345.45 596.71 368.47 583.32 L_ PICNIC TABLE WITH SKATEBOARD COMPACT SUBGRADE B29 19.75 36.27 368.47 583.32 397.48 595.29 INDENTATIONS, QUICK CRETE MODEL TO 9OX SECTION VIEW B30 --- 3.95 397.48 595.29 398.50 599.10 B31 --- 10.81 397.62 535.16 404.70 527.00 #O-LBT-96 PIT (909)737-6240. B32 12.25 19.41 404.70 527.00 422.12 526.13 B33 14.75 13.70 422.12 526.13 434.92 529.45 B34 --- 6.04 434.92 529.45 440.80 528.06 IN41TAIN B35 20.25 21.34 346.36 285.26 358.60 301.53 PICNIC TABLE HADE RELTER INKING , FOU` Underground Service Alert B36 219.75 124.27 358.60 301.53 406.44 414.44 B37 6.75 7.54 406.44 414.44 413.21 416.75 NOT TO SCALE NOT TO SCALE NOT TO SCALE Call: TOII FREE B38 --- .77 413.21 416.75 413.96 416.57 COLUMN B39 28305.00 36.05 420.66 443.85 412.38 408.76 1 -800 B40 533.50 303.58 412.38 408.76 428.14 109.67 227-2600 HIRSCH &ASSOCIATES, INC. BUILDING *ANP SAFETY LANDSCAPE ARCHITECTURE&PLANNING 2,22,1 EAST WINSTON ROAD,SUITE A ANAHEIM,CAUFORNIA 92806 "ED PHONE 714776,4340 FAx7l4-776,4395 AA LD1 4-3159 ACCEP1 KAW D7T_E TWO WORKING DAYS BEFORE YOU DIG WV4W.HAjLANDARCH.com LA#1-110 �z CONSTRUCTION RECORD: DATE BY REVISIONS APP*D BENCHMARK SEAL: Designed By Drown By Checked By Drawing No. SC4pr SCALE RECOMMENDED BY*' DATE: !Ltzll(o CITY O F T E M E C U LA DEPARTMENT OF PUBLIC WORKS 6/9/14 NH REVISED ARC/SEGWNT CALLOUTS. STATION POINTS, ',-AD A 171 cod for MOW CURB ATC/SEGMENT CALLOUTS, REVISED DETAIL H RCD DESIGNATION: T-25-81 Horizontal repored Under Supervision Of NI 29, ELEVATION: 1305.535 ACCEPTED BY. elz TO REFLECT CONSTRUCTION PLAN FROM THE INTERSECTION OF FRONT STREET AND RANCHO 1 r_� 0 �9 /,/ /,-I - DATE: 3�1 SKIVIEW PARK ID- 1 kWK101` CALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA Date 2/18/20 5 THOMAS W. SIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND 31 SCR 1 DIRECTOR OF PUBLIC WORKS CITY EWNEER CALLS CONTENTRO ROAD AT THE N.W. CORNER OF THE FATRICK HIR we CON$ft INTERSECTION 54- N OF C/L. RANCHO CALIFORNIA ROAD; Vertical R.C.E. No. 48279 LANDSCAPE CONSTRUCTION DETAILS 45- W OF C/L CALLE CONTENTRO, 28- N OF FIRE HYDRANT, • 1.5- W OF P.P. (NO-) 1.5- S OF WOOD FENCE ON CORNER OF 1710 3/31/20111 Sheet 7 of 23 CUT WK. A 2 1/2- BRASS DISK IN CONCRETE CYLINDER, LA No. Expires TEMECULA, CALIFORNIA SET FIBERGLASS WITNESS POST 1' NORTH OF MONUMENT. 10*0 00 0 110*44 '::� - 8 1 14 1968.39 9 I J. E SCALE 'ALE SCALE 2 6 93 *02 1 4 4 1 8 9 66 3 - C5 7 3877*70 .4 377-70 535 67 4 5.67 3 3 5 7 0 7 .4 4 1 go 91 556.73 162,111 529* 1 12 I F259 0 12 1 .4 07 7 50 0 0 JHSCALE C EXPANSION �j Q/8 CD- JOINT 1 J - O.D. SCH. 40 GALVANIZED STEEL 12" PIPE. GRIND ALL WELDS SMOOTH AND CAP PAINT W/ ONE COAT OF RUST PROOF 1 1/2- CLEAR STEEL PIPE PRIMER AND TWO COAT SEMI-GLOSS - 1 1/2" O.D. ENAMEL. COLOR TO BE DUNN/EDWAROS -`��- WN 1" „ SP56 "WEATHERED BROWN" � �� C1 1 1/2" 11 O.D „ 24 LIGHT POLE ' 2 1/2" TOOL GROOVES R10* 12" -' _ .." ® 1/2" CONTINUOUS WELD. PAINT WITH RIND YELLOW EPDXY " � i4 2 1/2- ALL EDGES SMOOTH PAINT DEEP GROVES EXPANSION JOINT POLE C®VER R 1®' s - MED. BROOM 1 1/2" 1 1/2" AROUND FOUNDATION C4 1 1 " ®•® - le CLEAR 1/2" RADIUS NOSE FINISH TOP AND /2 % STAIR C4" FACE OF STEP O.D 2" 1/2" 1. 1/4" RADIUS FILLET LIGHT POLE D Ir-1 I FOUNDATION E-2 o It V I ALL STEPS " I CONTINUOU WELD, RIND BROOM FINISH 1 1 I p . • � �•�� o � � 1/2 iv 12" 12" :I " ALL EDGES SMOOTH CONCRETE MIN. ;:::, N 2 1/ I ' . : . 1< C EXPANSION 7" MAX o CD- JOINT ,i >; *�,• C4 i °n X,:': „ :>t::::><;> Ll/4 FELT EXPANSION JOINT N " �••�.I�„Iti.�- `�;. '. :::>v:.r ;;.>' #4 REBAR CONTINUOUS, TYPICAL >�; C4 °,;: ``'`" > 4 REB�4R AT 18" O.C. A CONCRETE . I ; ,► -`!!>4-#4 REBAR AT 12" O.0 ALT•• EDGE OF WALK C®-/_ SIDEWALK ::,'%:.1, . 6" 1:2": '.. 90� COMPACTED SUBGRADE I I 1/4" FELT EXPANSION JOINT ...................................................................... CONCRETE LIU'O"% HT Pu" LE A ® STAIRS WITH HANDRAILS r""'% STAIRNOSE EXISTING LIGHT POLE FOUNDATION WERE INSTALLED MONOLITHIC WITH SIDEWALK AND WILL NEED TO BE REMOVED WHEN SIDEWALK IS DEMOLISHED. NEW NOT TO SCALE nB NOT TO SCALE {ALL STEPS) NOT TO SCALE . FOUNDATION WILL NEED TO BE INSTALLED.TOP OF FOUNDATION SHALL BE LEVEL&3"ABOVE FINISHED SURFACE OF SIDEWALK. r° r CONCRETE CAP 2" SO. GALVANIZED TUBULAR STEEL POST, I DIA SS BOLT. NUT & WASHERS 'WORLD ACAS PRECAS 0.083 WALL THICKNESS 0 8 O.C. BEEN THREADEND AFTER ASSEMBLY ANCHOR TO PILASTER IN THE CORNER W/ MIN. 1/2" INA• BARS OR RODS EPDXIED " BOTTOM RAIL - INTO THE PILASTER. COLOR TO BE RUST. 3/4 SO. GALVANIZED TUBULAR T 3/4* SO. GALVANIZED 2" SO. GALVANIZED Tue�I.AR o STEEL PICKETS, .065 INCH THICK ORNAMENTAL SPHERE WALL CAP Ct WALL TH CKNESS 0 O.C. � WELD RAILS TO w TO OCCUR AT EACH ENp, TUBULAR STEEL PICKETS. STEEL POST, 0.083" WALL -- A AS INDICATED ON PLANS. ,065 INCH THICK WALL THICKNESS O 8° O.C. ORNAMENTAL SPHERE POST, TYPICAL. I 1W $ THICKNESS o 4" O.C. n " PILASTERS TO OCCUR AT EACH END T T 1-1/2 SO. GALVANIZED $ O.C. -'-'L TUBULAR STEEL TOP, FELE, AS IN�GATED ON PLANS. 4» " „ 1-1 j2 SQ. GALVANIZED UBULAR S EEL WALL CAP MODEL AND BOTTOM RAILDECORATIVE 8° 8° O.C. STE L 16x6x16 SLUMPSTONE RING BLOCK. V TOP, MIDDLE AND BOTTOM RAIL 2 " 5Q• STEEL TU81NG 0.065 WALL THICKNESS COLOR TO FAWN Wf SPONGE INSERT 10" LONG M 065" WALL Ogg" w,I,L ,,�-•�a.�- FINISHEDWITH CuJ�NTS. FILL ALl CELLS 0. L THICKNES N L THICKNESS - ...... 11All 11 11 11 11 11 11 11 11 11 11 ice• METAL THICKNESS TO A �° BLOCK WALL----�"•� . 16" SO. BLK. PILASTER W/ 4-14 ' « , BE 0.65 INCHES. :� VERTS & #3 TIES t 3 O 16" 0•C•. a ° L..................... : 2. GRIND ALL WELD SMOOTH - GROUT 501.10 : a1. POF ROCK �.::.. C * I 3. STRIPPAINTF� EXISTING a NOTE: * 1• METAL THICKNESS TO FENCE. CLEAN AND POWDER BE 0.65 INCHES. INSERT �.......................� COAT PRIOR TO INSTALLATION. ; 3" CLEAR, TYP. #4 VERT„ TYP. OF MOO H I N S E 1` D E A L . (( COLOR TO MATCH / 4 (MAY USE DOWEIll 2. GRIND ALL WELDS T T T I 1.......................� EDWARDS SP56 "WEATHERED AT FTC. W/ MLI. _ AFTER FABRICATION. ' BASKETBALL COURT PLANTER 24" LAP SPLI:E, * 3. STRIP PAINT FROM EXISTING ii A FINISH UMN CLEAN, AND GUARDRAILS. is , - .:::::::::::::`:::,::.::..:::::.:::.:.. T . ! �.. . .. : . .. .. ........ GROUT SOLID :.. ::.::..:.:. . . .::... :.. I;.i.. n.. .. ... .. ,.: :.:... ......:....... : ...............,...,.......... .... ... :':.:..: F POWDER COAT PRIOR •c .:..... G.. :.,...::t.: :..:.:...:.:::....: .:... :.:.:.:.:.:..... a......... ,... . ......... ................:.. . , .: ......... ......--' -, ........ .. .n...,...:. ...... :......::....:,.::::.:: A 1-1 :.. ...,.::::.:. �(� :-;:..:::,': >I T INSTALLATION. RTO I ... ........_ ...........:.......,.........:............. ... .. :.............. 1..p I ...:.. , L-J 0COLO .�.... .......... n ...... ..... . . �::.:. �:. ,.. .. ... ....... . . I p 1- MATC DUNN/EOW DSS 56 ::<•::;. : 1: :.. .. , I I . ...... y 1 1 "WEATHERED BROWN . :;.::::. {� . , ...:.. . ....:.. .. .. ,,. ' .....''' i:� ... I.::J '� ..,. :.:. 1 4 x 2 x 3 STEEL I'll -...,......I...'•. :. ::..,:... / C01�ACT SUBGRADE F ,.... 1 Ll:; .::;Y::.: .. 4 Y RAI T __.:.::..., :.:... 1. 0 BE :. ... :. ............. .... ........ ::.;.:: :::, PLATE. 8L1t. 0 LAST I. TO 90% �- ,..: :.:.•:::.::.:: " ,:: .,� CORE DRILL WALL AND W/ 3/8 0 GALV. STEEL , :. .1 �+ REPLACED. "� ~"" ,>� 4" THICK SET POST IN POR-ROC. ...:::,, t .r• REDHEAD MlTo g" si>t$ , FINISHED SURFACE PILASTER. TYPAL. OF WALK CONCRETE WALK TOP OF SLUMPSTONE �I�-32" SO. �(3) /4 REM BLOCK RETAINING WALL CONCRETE FOOTING CONCRETE FOOTING COMPACT EA. WAY A SUBGRADE TO 9070 SEE INSERT DETAIL STEEL FENCE - _ - - - _ I PILASTER GUARD 11 FENCING&PILASTER CURRENTLY EXIST ON SITE. CLEAN FENCING, REMOVE PAINT„AND POWDER COAT ALL NOT TO SCALE NOT TO SCALE NOT TO SCALE FENCE, POSTS, RAILS,AND BRACKETS. COLOR TO MATCH DUNN/EDWARDS SP56"WEATHERED BROWN". AL1 (i I RETAINING WALL DRAINAGE NOTES: RETAINING WALL DRAINAGE NOTES:I. RETAINING WALL DRAINAGE SHALL FOLLOW THE ++ I. RETAINING WALL DRAINAGE SHALL FOLLOW THE RECOMMENDATIONS OF LEIGHTON AND ASSOCIATES 12 ° I. I. 12" RECOMMENDATIONS OF LEIGHTON ANO ASSOCIATES GEOTECHNICAL REPORT #11990013-001 FOR RORtPAUGH RANCH TRACT 29661. GEOTECHNICAL REPORT #11990013-001 FOR �3-n_�,. -' ' RORIPAUGH RANCH TRACT 29661. ' ALL DRAINS SHOUIp HAVE A GRADIENT OF 1� " ° PARK PROPERTY ALL DRAINS SHOULD HAVE A GRADIENT OF 1% MINIMUM' k 12 ° LINE \11 ��� „ » MtNtMUM. OUTLET PORTION OF THE SUBDRAIN SHOULD HAVE Y rA ...... CED 2 CONCRETE A 4 INCH DIAMETER SOLD PIPE DISCHARGED INTO A 95� COMPACTED OUTLET PORTION OF THE SUBDRAIN SHOULD HAVE :'" SUBGRADE J A 4 INCH DIAMETER SOLID PIPE DISCHARGED INTO A SUITABLE DISPOSAL AREA. THE SUBDRAIN PIPE SUITABLE DISPOSAL AREA. THE SUBDRAW PIPE SHOULD BE ACCESSIBLE FOR MAINTENANCE(RODDING} :: ......... SHOULD BE ACCESSIBLE FOR MAINTENANCE(RODDING} R 0 OTHER SUBDRAIN BACKFILL OPTIONS ARE SUBJECT TO THE REVIEW OF THE GEOTECHNICAL ENGINEER AND WATERPROOF RETAINING WALL ° OTHER SUBDRAIN BACKFILL OPTIONS ARE SUBJECT TO SLUMPSTONE 951 COMPACTED MODIFICATION OF DESIGN PARAMETERS. W THORO-SEAL, AND APPLY ' THE REVIEW OF THE GEOTECHNICAL ENGINEER AND BLOCK RETAINING WALL / I. 10 MIL VISOUEEN MEMBRANE 8" SLUMPSTONE SUBGRADE MODIFICATION OF DESIGN PARAMETERS. 1 CU. FT./FT. OF 1/4" TO 1-1/2" SIZE GRAVEL SEE DETAILS 'B'&'C' CURB AND BLOCK RETAINING ........ ..... 1 CU. FT,/FT. OF 1/4" TO 1-1/2" SIZE GRAVEL WRAPPED IN FILETER FABRIC. SHEET C®-5 SUBGRAD /GRAVE /CONCRE E BETWEEN THORO SEAL AN GUTTER WALL-SEE DETAIL 'A' r WRAPPED IN FILETER FABRIC. • E L T SHEET CD-5 WATERPROOF RETAINING WALL PIPE TYPE SHOULD BE ASTM D1785 PVC, SCHEDULE PIPE TYPE SHOULD BE ASTM D1785 PVC SCHEDULE 40. ARMCO A2000 PVC OR APPROVED EQUAL. PIPE ADD MORTAR TO • W/THORO-SEAL, AND APPLY 40, ARMCO A2000 PVC OR APPROVED EQUAL. PIPE SHOULD SE tNSTA�LED WITH THE PERFORATIONS DOWN. CREATE 45• ANGLE :. 10 MIL VISOUEEN MEMBRANE PERFORATIONS SHOULD BE 3/8 iN DIAMETER PLACED I. SHOULD BE INSTAt,LED WITH THE PERFORATIONS DOWN. 11 *, .- BETWEEN THORO-SEAL AND -_ PERFORATIONS SHOULD BE 3/S" IN DIAMETER PLACED AT TME ENDS OFA 120 DEGREE ARC IN TWO ROWS AT r ' SUBGRADE/GRAVEL/CONCRETE AT THE ENDS OFA 120 DEGREE ARC IN TWO ROWS AT 3 INCH ON CENTER{STAGGERED} - `'-®-- __ ..:.. . - VEL 3 INCH ON CENTER(STAGGERED) FILTER FABRIC SHOULD BE MIRAFI 140NC OR APPROVED "". DOUBLE W /ED GN ..--•-1 1 1 ___ RAPP S 'fy 1 4" TO 1-1 2" GRAVEL / / FILTER FABRIC SHOULD BE MIRAFI 140NC OR APPROVED EQUAL FINISH GRADE FILTER FABRIC O DOUBLE WRAPPED IN EQUAL I. ' '�A'" FILTER FABRIC WEEPHOLE SHOULD BE 3" MINIMUM DIAMETER AND PROV10ED - ' •y FINISH GRADE 4" PE ✓ Z' PRO ERTY AT 10 FOOT INTERVALS. IF EXPOSURE IS PERMITTED, RF DRAIN PIPE .a PARK P WEEPHOLE SHOULD BE 3" MtNlMUM DIAMETER AND PROVIDED WEEPHOLES SHOULD BE LOCATED 12 INCHES ABOVE FINISH AT 10 FOOT INTERVALS. IF EXPOSURE IS PERMITTED. f,.,>; I + CONNECT TO DRAINLINE/ C� LINE " GRADE. IF EXPOSURE IS NOT PERMITTED SUCH AS FOR A r 4 PERF. DRAIN PIPE WEEPHOLES SHOULD BE LOCATED 12 INCHES ABOVE FINISH ,�- i DAYLIGHT AT SLOPE I. .. :: WALL ADJACENT TO A SIDEWALK/CURB. A PIPE UNDER THE �. ;.' VIEW FENCING " /< RAGING PLANS 4 THICK CONCRETE PAD, �n;::.<.:. -'. CONNECT TO DRAIN LINE GRADE. IF EXPOSURE IS NOT PERMITTED SUCH AS FOR A / SIDEWALK TO BE DISCHARGED THROUGH THE CURB FACE OR '' `• :: :;. ::: WALL ADJACENT TO A SIDEWALK CURB, A PIPE UNDER THE _ ,-'";.. . ..::: ;; LD03-327GR PILASTER NATURAL GRAY MEDIUM DAYL•ITE TO SLOPE / EQUIVALENT SHOULD BE PROVIDED. FOR A BASEMENT TYPE W/ .� �. :• .. :-. :-.' SIDEWALK TO BE DISCHARGED THROUGH THE CURB FACE OR -P�' I >::::,.:.:;;;: i T T H PROV ED. . r. :.. - -,_.----_..__,, 1..'.. - ::: SEE GRADING PLANS WALLO A PROPER SUBDRA N OU LE S OULD BE D ,*.:: .. .. ;::::::;: .;. BROOM FINISH, REFER TO ;; ;;, : EQUIVALENT SHOULD BE PROVIDED. FOR ABASEMENT-TYPE . . .::ILLI.::'..;..:'..: _ -�, { > : : >: - , LD03 327GR '„ ::. DEATtL A SHEET CD 1. ,:;, ,. ::.:..:::.,.., WALL, A PROPER SUBDRAIN OUTLET SHOULD BE PROVIDED. RETAINING WALL PLANS SHOULD BE REVIEWED AND APPROVED ..... 41-1- ; p. ...::. , M. :..:.:':•:::::: .::..�11.,.:...;:::'.::..'.:;..'.:.'...:; :-:.;,• Y TH T H ICAL ENGINEER. :: ;:, . :< 1. :: :::;:;:, R TAI ING WALL PLANS SHOULD BE REVIEWED AND APPROVED ,::'.;:: YN. E N :., ::,.":;.:. :;.:::::::.. ; :, .; ;.::::;:; BY THE GEOTECHNICAL ENGINEER. ;.,.,:;:. : - WALLS OVER 6 FEET IN HEIGHT ARE SUBJECT TO A SPECIAL ;:: •.:. I:.....: >' :....: _ >._..� ;_; T H i I ER AND MODIFICATIONS ;';::;::; '' REVIEW BY THE GEO EC N CAL ENG NE CONCRETE A :> , . WALLS OVER 6 FEET IN HEIGHT ARE SUBJECT TO A SPECIAL TO THE ABOVE REQUIREMENTS. Underground Service Alert %�r .' REVIEW BY THE GEOTECHNICAL ENGINEER AND MODIFICATIONS RETAINING WALL C� , .: TO THE ABOVE REQUIREMENTS. FOOTING SEE DETAIL 'B*&'C' RETAINING WALL-JI. ABOVE NQT TO SCALE R •• C o l l: T011 FREE FOOTING SEE DETAIL 'A' 1. 1 -800 ABOVE RET. WALL DRAINAGE-13 � WWW lft% . HIRSGI-I &ASSOCIATES, ING. D SAFETY RET. ALL DRAINAGE-A (EXISTING) NQT TQ SCALE �N� L.ANDSGAPE ARCHITECTURE&PLANNING IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (EXISTING) NOT TO SCALE 2221 E~&S WINs"rON ROAD,SUITE A �.j• j ANAHEIM,CALIFORNIA 14,7 ALD1 4-3159 ACCEPTED TWO WORKING DAYS BEFORE YOU DIG PHONE 71 q.•776-,�t•3A.0 FAx 714-77frA•39S vvww.I•wILANDARCH.carn L-4.#1710 DA E TI R ORD: DATE BY REVISIONS APP'D BENCHMARK SEAL: NDSCAP Designed By Drown By Checked By I *-.,z Drawing No. CONSTRUC ON ECO D SCALE �P F �p g� K L,HSR q,� RECOMMENDED BY: C�Q_0�z�_ DATE: ± CITY OF T DEPARTMENT OF PUBLIC WORKS 6/9/14 PC A DETAIL REVISIONS CorAmdor /24/' lei REVIsED DETAIL A RCD �SIGNATKOI: T-25-81 Horizontal w� � 1710 ti, r, NAVD 29. ELEVATON: 1305.535 -4 Prepored Under Supervision Of ` . ..M 777 ACCEPTED BY: ^-�� DATE: Y/t I� FROM THE INTERSECTION OF FRONT STREET AND RANCHO r� * "� . . .. 2/1 s/201 s to S KYVI EW PARK CD-2 CALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA -_ y _ Dote THOMAS W. CoARC �:::: ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND CALIE CONTENTRO ROAD AT THE N.W. CORNER OF THE 3:1 IATR I C H I RSC H DIRECTOR OF PUBLIC WORKS CITY ENGINEER verticoi s 2 18 15 a Y x,a LANDSCAPE CONSTRUCTION DETAILS INTERSECTION 54' N OF C/L, RANCHO CALIFORNIA ROAD; I.1 �- ' -�---,� R.C.E. N0. 48279 ._ 45' W OF C/L CALLE CONTENTRO, 28' N OF FIRE HYDRANT, j• Q 1.5' W OF P.P. (NO-) 1.5° SOF WOOD FENCE ON CORNER F 4F CPL`4 1 710 3 31 201lra CUT BACK. A 2 1/2 BRASS DISK IN CONCRETE CYLINDER, LA No. Expires ✓ ,J,:::•.i�ON : TE M EC U LA, CALIFORNIA Sheet 8 of 2 3 SET FIBERGLASS WITNESS POST V NORTH OF MONUMENT. BROOM FINISH EXPOSED SURFACES. WOOD FIBER 1/2" RADIUS "FOREST FIBER PLAY" a BY FOREST WOOD CONCRETE SLAB FIBER PRODUCTS " (909)678-7574 18 /'CONT. #4 REBAR ss .:: 3/4" BEVELED -- coL Jfl1IIT. NOTCH TO DENOTE LEVEL OF WOOD FIBER c4a N :::...:::`: 4 REBAR 0 18" O.C. a MIRAFI 140N FILTER #4 REBAR TOP AND FABRIC INSTALL UNDER Q:.; 0• : BO M. CONTINUOUS. FOREST FIBER ao CONCRETE CURB COMPACT SUBGRADE TO 90% v PLAY AREA CURB N.T.S. AA c::D AA 900 • 9 0 9 1 O 5 25 10 25 59 1®• ;:::.........::. ...................... ....................... ...................... ....................... ...........:.:<. EKED ........... ....................... G EXPANSION THICK ® ALL LINE 2" WIDE WHITE JOINT THREE-POINT EDGE ACRYLIC ,PAINT, UNLESS NOTED LINE E.Q. E.Q. E.Q. E.Q. LA STEELCRAFT BASKETBALL 4-1/2 o I CURVED GALV. POST, COURT COURT ® #1X44-01 AND 4' w_ EXTENSION, STEEL BKBRD. �- HOOP #SD-4 WITH HEAVY DUTY NYLON NET. INSTALL PER MANUFACTURER'S --,._-.,_..,AND P 1 TR S ....... KDETAISNSTALL KE m q6 FOUNDATION PER SAWCUT MANUFACTURER'S PRINTED DETAILS. NATURAL GREY CONCRETE WITH • 4 15 MEDIUM BROOM FINISH. ALL STRIPING TO BE WHITE. 0oll AA BASKETBALL CONCRETE COURT AND BACKBOARDS CURRENTLY EXIST ON SITE. SAWCUT 1. INSTALL NEW BACKBOARDS, NETS AND 'vs HOOPS. COURT STRIPING 2. POWER WASH BASKETBALL COURT AN RE-STRIPE. F THICKENED 1/4" THICK x 8" DEEP ^- EDGE STYROFOAM EXPANSION JOINT SPEED DOWEL ON ONE SIDE 45' 45 W/ REMOVABLE CAP. REMOVE #4 REBAR 24" LONG 0 24" O.C. BASKETBALL Cu" URT CAP AND CAULK JOINT. 12" 12" 9 AA 1/4" RADIUS EDGE, TYP. #4 REBAR CONTINUOUS, TYP. (EXISTING OT TO SCALE 10 MIL VISQUEEN 1/4" RADIUS EDGE, TYP. #4 REBAR til 24" BARRIER COLD JOINT O.C. BOTH WAYS MEDIUM .BROOM FINISH #4 REBAR 0 24"O.C. CONCRETE MOW CURB, N C14 2" BOTH WAYS 12"-7 OR FINISH GRADE 2 _ _ ... lrcq FINISH GRADE C4 N .. f • -1:•: . .: :.: :{ ,/. .:Vii`: : .ff 'f / 77. ----- ... 2" WASHED CLASS 2 AGGREGATECASE 2 AGGREGATE : .. PLASTER SAND BASE COMPACT TO 90% t° f >: 3" 3" BASE COMPACT TO 90% 10, IL VISOUEEN 2" WASHED PLASTER SAND .`�' r`• ` " BARRIER 12" 12" 12" 12" " SCARIFY SUBGRADE TO fi AND 4 REBAR CONTINUOUS, TYP, SCARIFY TOP fi OF SUBGRADE COMPACT TO 95� PRIOR TO # 12 12"* AND COMPACT TO 90% PRIOR PLACING AGGREGATE BASE. Underground Service Alert TO PLACING AGGREGATE BASE. BASKETBALL COURTEXPANSS10N JOINT Coll: Toll FREE BASKETBALL COURT (EXXISTING) 1 NOT TO SCALE (EXISTING NOT TO SCALE THICKENED EDGE Q 227-2600 HIRSCH &ASSOCIATES, INC. ILDING AND AAFETY LANDSCAPE ARCHITECTURE&PLANNING 2221 EAST WINSTON ROAD,.SUrM A ANAHEIM,CALIFORNIA 14,77 AA LD1 4-3159 ACCEPTE® NAM D E TWO WORKING DAYS BEFORE YOU. DIG PHONE .i/x L-AN ARC FAx 7,<I#1-710 WW�tW.HAILANDARCH.COM LA�#1 7 1 O RECORD: DATE BY REVISIONS APP'D BENCHMARK SEAL: NDSC4p Designed By Drown By Checked By Drawing No. CONSTRUCTION E SCALE �P �`.4 RECOMMENDED BY: .�� - _ DATE: /L CITY OF T DEPARTMENT OF PUBLIC WORKS 6/9/14 RJ A REVISED DETAILS A. B. C. F & H. ADDED DETAIL J ?��.�,� �c1710 L. 0 y Conimclor RCD DESIGNATION: T-25-81 Horizontal 1714 00 /24/1 NH REMOVED PLAY EQUIPMENT AND DETAILS C, D, E, do J • Prepared Under Supervision Of NAVO 29. ELEVATlt>Itl. 1305.535 �� SKYVIEW FROM THE INTERSECTION OF FRONT STREET AND RANCHO .,y * 2�1$`2�1 5 ACCEPTED BY: G � DATE: PARK CALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA —3 1THOMAS W. ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND CALLE CONTENTRO ROAD AT THE N.W. CORNER OF THE PAT R I K I R C Date RECTOR OF �S/CITY ENGINEER 4;�" y A;= LANDSCAPE CONSTRUCTION DETAILS me INTERSECTION 54' N OF C/L, RANCHO CALIFORNIA ROAD; Vertical J'J, 2/181 15 ,�5 R.C.E. No. 48279 gr 45' W OF C/L CALLE CONTENTRO, 28' N OF FIRE HYDRANT, Q` 1.5' W OF P.P. (NO*) 1.5' S OF WOOD FENCE ON CORNER �rF OF C��' 1 71 0 3/31 2016 CUT BACK. A 2 1/2" BRASS DISK IN CONCRETE CYLINDER, LA NO. Expire j °�A- : TEMECULA, CALIFORNIA 23 Sheet of SET FIBERGLASS WITNESS POST 1' NORTH OF MONUMENT. DESIGN LGADS: OVERHEAD: DL 7 psf LL 20 psf WIND: SPEED 130 mph EXPOSURE C .i"a.. PLANTER ..r"�. —12' ry » _ � _ __ 1 _ " -Aa Ir : . ► THICK CONCRETE 4#x6*`BIN ►::%'� BOTTOM /+�/�WIDE ; FOOTING i .r`;.I • ►:•,i� W/1-#4 PLANTER PLANTER •✓^'`,• TOP AND >,> 60" ; L;. 1 1.. R am OTT • �• • 5' R5' `-" 5 5' EXISTING CONCRETE CURB .I EN, LLlRE HANDICAPPED 12' AC PAVING•.r-. STRIPING -�..AC PAVING ' 20' EXISTING 6" THICK CONCRETE SLAB W/ #4 REBAR Q 16" Q.C. BOTH WAYS OVER 2" SAND OVER DAMP COMPACTED EARTH. TRASH ENCLOSURE PLAN VIEW NOT TO SCALE 400, 18 GAUGE TYP. CAP FLASHING ASC/AESPAN 18 GAUGE BOX RIB EXPOSED FASTENER WALL PANELS. ATTACH WITH #14 ASC/AESPAN 18 GAUGE BOX RIB EXPOSED TEKS AT 6" O.C. TO GATE FRAME. PAINT FASTENER WALL PANELS. ATTACH WITH #14 TEKS SCREWS TO MATCH PANEL. COLOR OF AT 6" O.C. TO GATE FRAME, PAINT SCREWS TO PANELS TO BE DUNN/EDW S 7 MATCH PANEL. COLOR OF PANELS TO BE SP56 "'WEATHERED BROWN" S 1 DUNN/EDWARDS SP56 "WEATHERED MOWN" MC NICHOLS CO. WIRE CLOTH 1" OPENING X .12 DIA STEEL, TYPICAL ALL 12 SIDES. WELD TO FRAME. GRIND WEL �4 HSS 3x3x3/16 STEEL ROOF FRAME SMOOTH AND PAINT TO MATCH FRAME. 18 GAUGE FLASHING MC NICHOLS CO. WIRE " HSS 3x3x3j16 STEEL WALL FRAME CLOTH 1 OPENING X .12 1 DIA STEEL. TYPICAL ALL WELDED TO STEEL ROOF FRAME SIDES. PAINT. AlklAftrK HASP N ti HSS 3x3x3/16 WELD ADDITIONAL 4x4 POST STEEL ROOF FRAME WELD ADDITIONAL— — 4x4 POST : EXISTING 3" SQUARE x )16" THICK CUT AND REMOVE PANEL LOCK HASP I TI x1 I I GALVANIZED STEEL POST TO SUFFICIENT GATE AREA FOR LOCK 8" CONC. BLK. W/ #4 V. @ (2) # 4 REBAR CONTINUOUS AT TOP ti BLOCK WALL CURB C ti SLUMPSTONE BLOCK CONCRETE WALL O.C. AT CTR. OF WALL, 8x6x 16 SLUMPSTONE BLOCK. COLOR GAUGE STEEL D00 W/HEAVY DU HINGES a #4 H. AT MID HT. & BOTT„ F l f TO BE SELECTED BY OWNER. 1 8GA T RW H TY TOP OF SLAB TOP OF SLAB 2- 3 H. AT TOP, GROUT SOLID. . ; 4 REBAR 4 24" O.C. HORIZ. APPROVED DOOR HARDWARE /KEY LCA 1. ADA HARD rI :$ I—_ • .. . .. . I ROUT ALL CELLS 1 1 WELD STEEL PLATE ON • BOTTOM -'.. T T K PLANE .. OS STAINLESS STEEL KIC LA E P T t�^ ► I If; OP 5 V. OWLS. A 16 O.C. ! CTR OF WALL SS 3x3x /16 T OF POST FOR I •� OF GATE I I.t: Z H 3 ; ... �`- EXISTING FOUNDATION. PANEL \,::,,:*::*j':'::-::::,:: BLOCK {` TOOL EDGE 2x2 GALV TUBULAR STEEL FRAME WITH COMPLETE t2) 2"� x4" s I tI z�" { {, t:: » �3 DWL5.9"i---- PEN WELDS AND GRIND SMOOTH, PAINT WITH ENVE ASCjAESPAN 18 GAUGE BOX RIB EXPOSED FASTENER HAL! WELDED HEAD BOLTS, FINISH GRADE I q pi 6 PANELS. ATTACH WITH 14 TEKS AT 6" O.C. TO GATE FRAME. I I::' 2 WAYS MINIMUM SEE PIANS w: �T#4 REBAR 18 O.C. BOTH WAYS IN SLAB. COAT RUST-PROOF PRIMER AND TWO COATS SEMI- THP R F P T f. PAINT SCREWS TO MAC PANEL. COLO 0 PANELS O BE ::::::: DOOR " .. GLOSS ENAMEL COLOR TO MATCH DOOR PANELS » » m DUNN/EDWARDS SP56 "WEATHERED BROWN 3 AND 1/2 GAL STL. BOLT. 16 { I GATE REDHEAD INTO BLACK. « - A 3/8 DIA STEEL LOCKABLE KANE BOLTS. DRILL 1 F 4 PLACES EACH POST, �� < OLES IN CONCRE E 0 ACCEPT BOLTS D TO CONCRETE .. .. (MIN.) 3 EMBED. H T T P FOUNDATION MLN. r R N KING DEVICE TO ACCEPT PAD LOCK ►; 3" SOI 3/16" THK. !� �'"' lol NAVY DUTY GALV. STEEL POST. ; '' °�`�""'"" "`'""� SEE xx '' HINGE. WELD TO ;1 F< PLAN VIEW FOR SIZE OF ENCLOSURE. PAINT TO MATCH DOORS. ���•� ? POST AND GATE ... } SEE 1 FOR AT FTG. ,. .. 90% COMPACTED SUBGRADE ���.. .� ��-��, iv 3- LONG 4 G..: .. SIDE ELEVATION FRONT ELEVATION- It ' WALL & FTG. 4 SQ. x 1/4" THK. J LOCK HASP POST GE H I� TRASH ENCLU"SURE SECTION TENCLOSURE ELEVATIONS NOT TO SCAL NOT TO SCALE D 1 NOT TO SCALE NOT TO SCALEC SCALE: 1/4 = 1'-0" XISTING) Underground Service Alert F Call: T011 FREE 1 -800 Q 227-2600 I HIRSCH &AssOCIATES, INC. BUILDING AND AF"ETY LANDSCAPE ARCHITECTURE&PLANNING 2221 EAST WINSTON ROAD,Surm A ANAHI✓IM,CALIFORNIA 92806 AALD1 4-3159 ACCEPTED VlN1/. W TWO WORKING DAYS BEFORE YOU DIG PHONW .1.4..7'76 43Ao Fax 7 i L.A�fA#1 4398 HAILANDARGH.COM 171 O N D E CONSTRUCTION RECORD: DATE BY REVISIONS APP'D BENCHMARK SCALE SEAL: �pNc�scaPF Designed By Drown By Checked By Drawing No. �o RECOMMENDED BY: _.. DATE: . r- CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 6/9/14 PC A ADD ROOF, DOOR AND GATE; MADE TRASH ENCLOSURE _ �N c �y� COIIIJ or ADA ACCESSIBLE; REMOVED STRUCTURAL NOTES RCD DESIGNATION: T-25-81 Horizontal-� 17/?0 a Prepared Under Supervision Of .00/4 / NAVD 29, ELEVATION: 1305.535 -+ ._,FROM THE INTERSECTION OF FRONT STREET AND RANCHO ACCEPTED BY: DATE: 40 CIOr * * T' 2/18/2015 SKYVIEW PARK CD-4 CALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA � Dote THOMAS W. IA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND --31 16 PATRICK H I R S H DIRECTOR OF PU�.IC WORKS/CITY ENGINEER egs CALLE CONTENTRO ROAD AT THE N.W. CORNER OF THE Vertical s 2 1$ 15 s / b � LANDSCAPE CONSTRUCTION DETAIL S mt 0000 INTERSECTION 54' N OF C/L. RANCHO CALIFORNIA ROAD; J' ��` �{ R.C.E. NO. 48279 45' W OF C/L CALLE CONTENTRO, 28' N OF FIRE HYDRANT, "9f Q 1.5' W OF P.P. (NO-) 1.5' S OF WOOD FENCE ON CORNER F OF CA��4 1710 P 3/31/2016 0��' .meg T CALIFORNIA '• 0 23 CUT BACK. A 2 1/2` BRASS DISK IN CONCRETE CYLINDER, No. Expires Sheet 1 of SET FIBERGLASS WITNESS POST 1' NORTH OF MONUMENT. r -srsfrzzam:.aanakxc_ars-c+-yw.rsmmzm>;n-saxw'v.�.�"xe-ear.-..».x;,rcevxers,asc:.::.u:�.frsxaa<•;msc�T.:.'x.:...x>awn-cx�.x.�.�a..�a-rs:Das.:�avzz✓m;,�.,c:.,;:x'.vrer.�,n..,.,v.s.._sxarrnu.•rn,.3=u.mcsna�..ra..asruz,r<,.e,,•,:cn,r.,r...:.v:n.,x,...rc+.,.mw..,caea•r<m<pn...m.=,.....murzumvz..f.v..:�.<znsa,:..aa�r<m.,.:o.....•.r>tt.....,•a:._veaxn k.�r.,mc.,r.,.:.w,x.e. .>w-,exurassa..M:.~swa rar:�.a,.,,.,o-s..,., �,.nsaxsc�+.a-.e'.cvma,�anxresxi�r..ar�.x'a<mo:amrcxrcmnec•.'av<.+�x.�;sF'..«;wx-zac,�:Y,�,,•1.�.-<w.�.�•�.<:.�r<re,�xi.:.n:.:.,:�,a�`.ora.,>' ,v-.Dun;:..�o,.o,����:a..-<.•.,:�=:,.-urnz+zc.-,+..cn-.,c�:.•o.. axv��o:.,•�.,:r..�..�lx;z.�>�e.~„ext:,�.: +,�.:.�+:><�.^..�.r.�m�;::��-e+•�.�c.-�,',�w�'>.�.wesfs::.:.�.,r.s.«cca , , b k GUARDRAIL F t GUARDRAIL F CD-2 CONCRETE WALK WITH GUARDRAIL rF f CD-2 CONCRETE WALK WITH NQS #919PB EPEE—D Cp-2 CONCRETE WALK WITH BASIN W/ SCREW NDS #919PB EPEE--D 42" MIN. DOWN BRASS GRATE NOS #919PB EPEE—D BASIN W/ SCREW » BASIN W/ SCREW 42 MIN. DOWN BRASS GRATE 42 MIN. DOWN BRASS GRATE CONCRETE SWALE Ji 6" CONCRETE WALK 1$" FINISH GRADE W/OUT,BASIN 6" CONCRETE WALK MAX. ; 6" CONCRETE WALK MIN. MAX. W/OUT BASIN 4" MAX. W/OUT BASIN M 3 f n ..... � a a.. e '* r',ls P'` ''w ):.F`;77,i'::`.r..*!+ .,t! ,Z...,l i) 1� w ,^^,:Q•. ., b ........... �e st. .. M:..�,,:4 ^.__..,.,, �...� '4 2 't`,4 fr, $ :Y`.'t A 1 t; _ �.�...,.�•,:.-_.. 6 r'a et .d. ...p " v �..,.-.»--....,..,_�.. L i L....... !'*'/ K*t'�i )r r'1 fIt. d S $ri`r \,! 1�.. d Pr r.✓✓ \ � p �,i +\J 4 3f- O.C. ,/ ,"9Y,.•y��:.`," \`` t....w. .5 l .•..w.+ ',[,. k � i ',:P-Y4 T / n y 4 CON �D 32 O.C. rr Tt ` 1 •t• M � ` R CAL r: S <.t,t J '.!+' rr4•: ''.�K j t.,.,.Y "•r`N i%�}r,..,, >..t r/ .\.♦ ,. ,: 4 CONT. � 32 p.C. L_.J �� ,!.!.. , .. ..)\.: ,•' C 4 t t n.v.. .r , ! ,ti_.:• ,.:/_, :Y,).>\, !:r.. -�.•. .,r. 2—LOCATIONS MIN. IN WALL a . t �f r f ..r,,:7 ,...,r.K_r..y t.... ;.,r,, .:, .� ,�., i,/,,•^.<;r'.}:/,.`,` .,:'i.,','!.' '`'.`,.r.``yi !•t 1"i =r`+..,'c.r{,:,r„ :r f t t :r r\,'•,. .!',.ty�r rl'✓' .{!`%:.' , . :`.r :,t. 2— -LOCA MIN. � ; ' .}:•` ,..=�= :,, ' . ✓1 : ..t,lr�.r.7;^,rr, >?'.:,;n.\,l'�:n,,rt.:. � '� S:', .,;.r c € �{,..r tr .,,..r, !,•:> l :1� » � 1 � ;tY:..;S.,:it; ' 'L ;iri'` ... '.i :artrF1 }.;. :...•�.. >f -<„t„•�'/C, ? p X1,1\,.,r..!��:/: .. '<; /��/ -< -v''r,Y < ..,:, » 3 Sf ;:` ..s... ; ... �•.<::'r•:<..r+Y;ti.;t ar; » 4 CONT. 0 32 O.C. 8 BL 3 OC O.C. e �, IN BLOCK S ' Co, 1 fi SLUMPSTONE 8 SLU ST0 E " . 3 LOCATIONS MIN. ,� ,. � 2-LOCATIONSMIN. IN WALL \�'��r'_,�:5,;4: � � ��': t M , #4 CONT. 4 32 0. 2 t M.; ..<r.'`,• SLUMPSTONE 4 ..,c", .'. ;tl ' ;; 95% COM �,..._......1: >, STAINING , $ SLU STO \7; \ BLOCK R SUBGRADE ...........,., y+Ta _ S.i_ : ';:l`:�t, ;•k,'r. BLOCK RETAINING <r ;..,.+. » w OUTER SOLID '�� n`:''u`-'u` ti. PA — E,.-:, 12 SLUMPSTONE EES EDU �+I.Le 3/4 GRAVEL 4" 95% COMPACTED s 4 959 COMPACTED { ) �,.."" =` ...A,. H {MAX) .,.;, .,- ;;,<<.ry„,`,` WALL, GROUTED SOLID, BLOCK RETAINING +.., , '` COLOR TO BE FAWN _.;<k', DOUBLE WRAPPED r.'1.t'K' ,.: ' h SUBGRADE I - '=— CH _. ` r,r�.,,��;'; :,� ..�.. � .. ;. !.`,'.� SUBGRADE t�,",l,.- <,` n �F.._ S � t ..6`v..a,,.Nrt/,..i..v. f ,--:..r..:Yum.,m.n.v«x..•.,..rarwY7 1,;:✓':,:ti':,ni:...l_ H ( ) 8” SLUMPSTONE , (SEE SCHEQULE) COLOR TO BE FAWN WALL GROUTED SOLID, °,. IN FILTER FABRIC r I ti. » FOR RETAINING WALL 4e X—BARS H (MAX) HEIGHT OF WALL BLOCK RETAINING � TMmm y �► 2 CLEAR DRAINAGE SEE (SEE SCHEDULE} (2 TO ) REFER (SEE SCHEDULE) WALL, GROUTED SOLID HEIGHT OF WALL 12 SLUMPSTONE COLOR Tp BE FAWN _,.,w4,,., SEE SCHEDULE ,' WATERPROOF RETAINING WALL w.,. . ...,, X—BARS ' ' » FOR RETAINING WALL TO GRADING PLAN ,, , 3 TO 10 REFER BLOCK RETAINING: DETAIL F BELOW € COLOR TO BE FAWN 2" CLEAR ( }' SEE SCHEDULE HEIGHT OF WALL 16 SLUMPSTONE HEIGHT OF WALL TO GRADING PLAN WALL GROUTED SOLID, 2" CLEAR DRAINAGE SEE �,m �, y: W/THORO—SEAL, AND APPLY I (3' TO 10'), REFER - X--BARS BLOCK RETAINING COLOR TO BE FAWN' (3' TO 10'), REFER DETAIL `F` BELOW ,t T\;. 10 MIL. VISQUEEN MEMBRANE TO GRADING PLAN SETBACK TO SEE SCHEDULE 4 TO GRADING PLAN WALL, GROUTED SOLID, ® a • #6 ® 8" O.C. �.'� 4 .\, BETWEEN THORO—SEAL AND <+ COLOR TO BE FAWN BASKETBALL "- "! '` Cl }k SUBGRADE/GRAVEL/CONCRETE MATCH LENGTH OF SETBACK TO 2 1/2" CLEAR COURT SLAB <' 4"�= '£,`r-1'<, I TOE (12" MIN) `` n' ,w... MATCH LEN FOR RETAINING WALL OF TOE LT » _=0 SETBACK TO t, DRAINAGE SEE " �, "-,.M,. Y--BARS MATCH LENGTH 1 a SEE SCHEDULE Hr .. MIN DETAIL 'E' BELOW FINISH GRADE OF TOE, LT 2 1/2 CLEAR x » (MIN) Y ::V: '< » µ 2—#4 CONT. i� 32 FINISH GRADE Hr ® �` 6 1 20" MIN �► FINISH GRADE 20 (MIN) w,�.Y O.C., 2—LOCATION • ° , 3 ,#t ^,FJ.r x,,,.'' ,.:>.; ) y. . .... <; t, ,., �; WHEN REQ. WHEN REQ. \' MIN IN 12" BLOCK € (MIN) ., r 3 4 W € \ SEESZ�BACHEDULEw 4! BAFILC f >^"Y (,t 4�f : =.k: r':,"`:':'':[ ..��,: n'.:, .:'rr'%,;r, i .,,,\..: :^/[; r?�,;'i,,,.:, r.\s.. ;,'�''Tz�•, t;+ ,,:.•.'>',\,.:\.,r ..\,.>v,,,:,\,.:..d;:,` r K,: 'r' .;,,.•�`.;rt.r`�,r,\ s :r'r„\;.,, .' :i'., t :..:;fir:, •.`:4i'„r,! )<.,.;•xt. T.`:�'�:`�`.!<h.-.•,J'�\ 3=-- 4 CONT. 1. j/�. 18 \.` ,.,., 4— 4 CONT. r;,� • 12� /i.:l h`.',v • • 4 PERF. DRAIN PIPE Rs 9 2”, ''',{?t �' IN LQ4� :.v • <`<; DAYLIGHT AT SLOPE �'., M t <1 4 MIN. MIN. rN,J `; t A—BARS `>-`£ ' A—BARS 5 18 ;4 Y\ ; 4--#4 CONT. ;'<> SEE SCHEDULE SEE SCHEDULE MIN. \ y ;;F r + \A 3— CO ':(v;.i r r "�"'t^^rP'^ ;\< ..,;tiS`, ',,i,e,C::,r'<,r,,,.^%,.,;+•=r t,T :>r 'i:',;5-.,a' ,;. • A—Mr�RS 3 CLR, :, r yY, ,:.<:.. r:`:,.a r,;, S SCHEDULE DK MIN Y—BARS , PI DK (MIN) #4 CONT. 3 CLR,` 4 CONT. ,., r,< #4 CONT. EE 'TYPICAL. (MIN) TYPICAL ( •,) :`�' :� (SEE SCHEDULE) SEE SCHEDULE (SEE SCHEDULE} DK MIN 4 CONT. (SEE SCHEDULE.).y' 3" CLRe ;.,:Y+`.,'f,`v f :[ TYPICAL 2—#4 DK MIN #4 CONT. #4 CONT. �� CONT. SEE SCHEDULE �� " r � ) 12 12" 18� (MIN) (MIN) MIN r L (MIN) ( 18" L (MIN) � L (MIN} H ) ?� MIN (SEE SCHEDULE) (SEE SCHEDULE) (SEE SCHEDULE) (MIN)L (MIN} H X—BARS L DK A--BARS H Hr , Y—BARS L DK A—BARS LT {SEE SCHEDULE) H X—BARS L DK Y—BARS h 3'-4" #4 0 48" 3'-0" N/A #4 0 48" 6'-8"" V-0" #6 Q 16" 4'-10" 24" #4 0 16" 12" H Hr Z—BARS L. DK A—BARS LT 3'-0" #4 dII 48" 3'--0" 12'° #4 ® 48» � 4'-8" #4 24" 3'-3" 12" #4 48" �'-4" 2'-8" #6 16" 5`-3" 30" #4 16" 15" 9'-4" 3'-4" #6 4 8" 6'-10" 42" #5 0 16" 21" 4'-0" #4 32" 3`-3" 18" #4 0 32" 5'-4" #4 16" 3'-9" 18" #4 48" 8'-8" 4'-0" #6 ml 8" 6'-3" 40" #4 16" 15" 10'-8" 4'-0" #7 0 8" 7'-10" 56" #5 0 16" 33" 5'— " #4 0 16" 3'-9" 21" #4 1D 16" 4 �_ !� WALL (8'-8" Mr-ii, HEIGHT) . ALL-- (10-8" MAX. HEIGHT) 0i RETAINING WALL 4MAX. HEI G HT IL NOT TO SCALE NOT TO SCALE NOT TO SCALE BASKETFb"`6ALL' (0;"L0URT NOT TO SCALE ;a ' ti r f • 4, 4 S H d t DIAL TOLL FREE 1-800-266-2700 AT LEAST rM DAYS _ eEI:o YOU DIG WE,K)LINGER ASSOCIATES INC 1 CONSULTING ENGINEERS BUILDING AN F�ETY 2525 MICHIGAN AVE, UNIT B2 UNDERGROUND SERVICE ALERT SANTA MONICA, CA 9Q404 C S 030%'" 0 71 ACCEPTED I OF SOUTHERN CALIFORNIA PHONE (310)998-9154, FAX (31{0998-9254 NAME D E ' CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCHMARK S � _ Designed By Drawn By Checked By Project No. 0223 SCALE RECOMMENDED BY: DATE: CITYTEMECULA DEPARTMENT OF PUBLIC WORKS RCD DESI�TION: T-25-81 i Contractor NAVD 29. I ELEVATION. 13©5.535 Horizontal.- � Tans Prepared Under Supervision.` �}�° FROM THE INTERSECTION OF FRONT.STREET AND RANCHO ACCEPTED BY: DATE: 3 CALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA NEIGHBORHOOD PARK 04 .inspector � � CD-5 ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND � DClte� RONALD J. PARKS, DEPUTY DIREtiTOR G.:svr.. 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Lr`1,...,...J•.:� ,.<L," •..4>?L,1:,�7'. �,�3 O \.P*,.,v wp f~ F"`.,.)`.,.:KE'.: S 1'"�'�.,.�^. `�3-.r, t . •,.. 1111 _ : �f `�..,1..3 L..,., ,. 1J r/, t"�. 1 w tY., r,`,{'7'"" 4 �' i E- �„�: CX �, J,:f ` ''"' s ti.. , � I.r� .} ;";, t, {: , c <3....71w:., r ..,,,;IAC;;•; ..✓ ,.;if:/ .,.>':; It . > L EA.�`.I0 E 1:1.11 _... .,.:.. _:.._..,_:._........ .....w r. _.....,_..,..... _ _ M PARS �1� NEW CONCRETE EXISTING CONCRETE ,�...---,,,,,,.._CAP NOT TO SCALE NOT TO SCALE �'''''---TOP RAIL _,.�:,�....., T._�__ . . . - - ---- OURS SEE S EC FICAT ONS T , . . . , . . . • • . . SCREEN TO BE FULL HEIGHT OF FENCE. . s L S : . . . . V' INSTALL ON COURT SIDE OF FENCE. LANDING _ �, m %; . • � • �``�-CHAIN LINK FABRIC . . . . ND E. , s. ( `''~-POST ......................................................................................... � F T P T P T 1 _ _ _ .-..-....-11...1.1 . ........ .......I' ......... RE ER 0 OS HAN LINK OS S ZE A A 1. SEE THE PLANS FOR THE FOLLOWING INFORMATION: 1.,-,.. C•,.. .I..... .....1....- 1.111,,. . ,.,,-. , 1111.,.: I I . I I I I I I . TOP M..®..... ............................................... ....... .. .... .....:. .... _ .::..,............ ........................".,.....-, .-1111.-....-,.:,:--:1:111:, ,,,:.. . ... ._1111 .:. ..... ..T- ..._ F . ...............................................................,..,......,:.:.:::::::..v:......:......,...:.::::::....,...v:,:,::.::-::::::::::::,::::.,.,.,....,.,.-1:111.:::: CENTER dF STAIRWAY TYPE OF STAIRWAY AND LOCATION ( SCHEDULE OR I I I I I I I / W= WIDTH OF STAIRWAY _. . 1111 _. . P T AT P T ATE FRAME BOTTOM RAILS CLASS FTG. DEPTH FTG. DIA POST SPACING . FENCE HEIGHT END POST LINE OS G E......-...OS..............1..-.. ..................-..,...-....,.....................I........-,,.-,............................,.................--.......I...............................-....1.....-..................................-................1.............-..............................�.. .... .. . SIZE OF FOOTING ....................................................................... ...................................I....I.............................................--.............-..........,.....1,....................... .3 -- I I I _ I ..1_ L = LENGTH OF LANDINGS t0 ' _ _-. ., _::.:............ , -: T = LENGTH' OF TREAD TOP RAIL, MID RAI L' - ......... .::.1111:.r .,,..... ..... ».........1.-:11..1 .. ...0 .... .... ... ......" •.---. .. .......::1111.",. » ( .r N I I I I I I I R = 2 O.D. 1 1........................................3fi................. 1......::::.::.::::...1..::.:::.::.::..I:::::.::,:,..,::,::v:::8:.........:C:-.:......:: HEIGHT OF RISER TO 6 HIGH ......... ......",..:::::.:. gra.:.,8::::..::Q...D,r:::..................._......._..........t......................_........-.....................,. I 1 . I ! I I I .t I c = WIDTH 'OF CURB ~-MID RAIL BOTTOM RAIL AND ... ......3...... ..........o..Q ...:,::., ::,...�5..::3.:.:.::::Q::.0 :::. 1.::,:,. _.:,:..�/:1.._:::._:: ... .e::.a:::::.. ..__ , _.. __1. S = LN E GTN OF ............................................................................................................................................................................................................................................................................................ ............................................................................................................................................................................................................................................................. STAIRWAY FLIGHT I POST. ......................................................... CHAIN LINK FENCE MATERIALS U .:. _...-11:1:1:.:.,,,, .....:..:...... ... :.-::.-1111 1111-. ........, :...:............_ ....:....,. .-.:. ......... .........-1111..,. .....:... 111:1... -.:...:.._....,:. .:......... -.:.....,... .......,. .....:......:.... ............... .._ ,..:..... ................ . .............. . ... ......... 1111..-....,.. .... ......... ......... 1111... �. CONCRETE FINISH FOR EXPOSED SURFACES SHALL BE CLASS I, EXCEPT THAT TREADS AND I BOTTOM RAIL ,,,,,,,,, ,,,;,,,�- ,,,:.,.., , ,..-..._, :111:1.,. ..,.,:.,, ,,,. ........,. ..::.: 1111 1:: 111.,:,,, 1111. .:1:11.1:.: 1111.-., ,.�.....,.. 1111., 1111.,-„ 1111... . ........ .. 11:11,.,:, 1111... .,,.,,.,., 111: 1.. . ,-'---..„ 1111,, , 1111,1111 . ,111.1,:,, 1111.,., ,.,...... ........,,. ,..... ........:.......... U Irl LANDINGS SHALL BE TROWELLED sMtJOTH AND GIVEN A FINE BROOM FINISH IN A DNRECTION .. .... 1:111.-- 11:11,, 11.1:1.:,_ ,,,..,,, - H A ALVANIZED STEEL. CHAIN LINK FABRIC 2 MES 9 G G ............................................................................................................................................................................................................................................................................ .............................................................I.......................... .. ..............t......,.,.-.....,...-,...,........................................................ ... . TAtRWAY . PERPENDICULAR TO THE CENTERLINE OF THE STAIRWAY. THE BROOM FINISH SHALL BE BROUGHT 1" HI H MAX. CLEARANCE G TO THE NOSE dF - I A I THE TREAD A D A A ...,......1111 ....:,... ................._ ..,:...:•1111.:,,..,,. 1111, ,.,.,,,.. ...:.::.. .,....,.,1111..,., ......... :......:...,..,.: . . . . I _..-...... ..1...... . ,.....:. ....,,... ..._.-1111 S N LAN T I R G V N CURB PLAN � SEE PLANS OR SPPWC 606 DINGS. 1111,._E.�L`J',,:..�.N»..- 0�.5. .,:� ....8.., .„,� .....:........�,.... .......,���:.,......: ... 111:1 1111 4 AI 4 A . , .._.STRETC.--.H...-..ER.,.:�:�R..:..,...:....::..:::....X....:.:3,.::::.:...:,.G::,.:�,Y..:.N,.:Z-1111.... _:.......... .,... ,.,.........-1111-, . ............:......._.. FOR HANDRAIL DETA{LS. 3. ONE HANDRAIL Is REQUIRED FOR STAIRWAYS 4 (1.22 rr1) VIDE OR LESS. TWO HANDRAILS � TROWEL FINISH. TOP � � � q 111..1,., ,.,..,..... ......:,,,, ,...,,..... .._._..,..,,. , 12 A - I ,.....,., ,:1111.., 1111..... ........ .. 1111.._, ..,,...,,,. . 1111,,, 1111 ,._....,,_,,, 1111.., RE REQUIRED FOR WIDER STAIRWAYS. 30 mm OF FOOTING TO SLOPE ) .,. ...,..., ,,......... : ...,.,.. . ... 1111... 1111 ......... ................ .. ......:........ ... ......... ................. . ......... ......... 1111... t T 1111. 1111.1111 .,........ 1111.. . ....... . ........, ,1111... NO ES: ' � 1111 111:1,. _............... ... ,...:.......:... :...... 1111 .•.,........ . .............. . .......... . 1111.. ...:.,... ..........:............., ......:.. :......... ...........::... , ....:..:.... ............. .. ......::, .,...:..... .._1111: ,...:..:... ::._ _ ,. s L s AWAY FROM POLE H 1 I K . A RI TO BE KNUCKLED SELVAGE TOP AND BOTTOM................._.......... .. . ..,.........,,,...:,.:::: - 1. ALLCANLN B C N d N -. ' EXPA SION J I T • P T 1A TER ARE STANDARD NOMINAL PIPE SIZE. ' - 2. OS D ME --, 1111..,, ,1111. .,,.,,... .....,,... .,,...,: . .,,..,..,1111..., ........ .......... _ -..-1111 .,.....,.. 1:111.., ..1111,., .-1111... 1111. ,_ ;::::::.:: w :::::::::::. G _,1111..., • : .; . ... 1111, ., ....,.,,:, 1111..,. 1111,, .. : 1 : . . . : : . . . AT FRAMES. , . . . A E ».. �O WELD LL G n- : ., r , 1111..... ......... ........ ......... ................ .. ......... ........ ......... ......... ........ ......... Y .. 1111.. .. : ..:111::1: 1111 ...:•. ♦ .• 1111... : :, i.......:. .. q �. .: 1:111., ... .: :1111,,.., -:. : .. :. 1111. 1:111.:.. ............:. ....:................ .:. 1111:.-.1:111.. :.......... 1111 1111 1111..:..:.,........... ...........................- ,........... :........ ........: .. ....:..:.... .......:... ......... ��.......:..... 1111. cr EXPANSION JOINT R-1/2 - , • •.. ':: ..i 1 PAI T P I T 1TH A A : THA A V N ZED N _ . N W G L ........... . ND :::.:.:::........:: 4. GRIND ALL WELDS SM00 _. .......... ..._............... ....:.........:.::..:............:..:.,..,.......,..:..:::.::...,,,.._:, ...:..,...-._ �, ......::.: .. .....:..:...:.:.:.::,:::::::::::::..............,1. -..., #4 18q . {13 mm) TYF' : :: ., . , _. . : ;i"' :'. ' :: 4 T:.: :,PIP 1111. :,1111..,., ,,.....,.... ..._ .,...,., .,,..,..,,,._... .. 13M ® 46Q mm . . . . . 5. USE SCHEDULE . .0.. S D.1111,..._..E ...:.. ....... {# ) S OPE 2% SLOPE 1 ... _. . ...,...,, _,,,:,. „ . ,,.:.. . - •tw•• .• ..; 1111 ......... 1111.. 1 111.. ................ .......,,. .. 1111.. .,,1.,:. ....I.... .,,,..,.. .,.,.... 1.1.11.. 11.1...1 1.1.1.1... 1...... ...-,,.1. ........, .11.1.1..1.11.1 #4 (#13M) UNDER 1" -__� s : _1111: ••.:•. 2500 PSI . 4----. - :......... I HT S FT . 1 . , PIP i E WE G LB SZ E _ _ _ _ . EACH RISER ( ___-_ 1.11.1 ....-. 25 mm � <. ' .. CONCRETE ,�... 2.2 7.,. 1111 .::,-,.-.: . .. .. ..._1.....111,1 ... .......,. ...-.,,5 8,. O.D!t__.,.. ,1111..._.,. ...1.1,1 111., :,.._...,.., _. ...,,.. 1111,,,,111 1,._. _,1111.. E E _ EXPANSION JOINT ', . ... ;., •:"• ':: : FOOTING 2 O.D. 2.72 . . .. p . . �,.. N /`+ 4 ` 1.111. 1 :• p 2 ,.. :• 2 . .................. �' 300 mm) . ,�h . . a . 1111.. {50 mm} .: 1':: .r 111.1: CONCRETE BLOCK, 3"MINIMUM. �1 fi . 6,. ��� NOTE: STS, C PS, T AIL, M L & BO OM RA L S ALL BE SC EDULE 0 GALVAN ZEDS EEL AND BLACK V N L COATED. ALL PO A OP R ID RAI TT 1 H H 4 I T 1 Y {i50 mm} SECTION A-A N COAT TO BE 4 TH CKNESS V L mm 1 Y 1 W . C W C W G 12" ---� _ WALL . z E E • E IT CUR �--- C AI LIN E - #4 {#13M) - I~ It o . .LO . TYPICAL OUS ( I ALL N ' I . . 1-7/8" O.D SCH. 40 GALVANIZED HANDRAILS NOT TO SCALE 18" #4 0 18" N®TE: 13M 450 mm) (#13M 450 mm) STEEL PIPE HANDRAIL GRIND ALL WELDS SMOOTH EDGE OF WALK r' #`� {#13M) 4 {#13M) 4 12" EA WAY �, UNDER EACH RISER UNDER EACH RISER #13M 30o mm) AND PAINT WITH ONE COAT a RUST PROOF PRIMER AND TWO INTERMEDIATE POSTS COATS SEMI-GLOSS ENAMEL. 4' ON CENTER 12" TYPE A TYPE B COLOR TO BE DUNN EDWARDS MAX. _o :LANDING; SECTION B-B SECTION C--C SP56 "WEATHERED BROWN" / " �� t ...... :. STANDARD PL S F N T / / - I 12 MAX `/ AN OR PUBLIC WORKS CO S RUCTIaN / < 1* TURN HANDRAILS Ilw,en eY STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANoaRD PLAN / ,SIC, ST,�PtdAi�S INC. : 4" MAX. M AT INTERSECTIONS . � REINFORCED CONCRETE STAIRWAY 64a-- -640--3 ` 1111::: .: :: ::,:' : REINFORCED: CONCRETE STAIR,W�4Y ` CL :: ' '�. U STAN 5P CI CA O F P LI 1( `: i HANDRAILS TO II . . / MEET AND JOIN : �..- . ! r �t ADJACENT HANDRAILS ;a[;: "' H RE aPPUCABLE : :.;n.. ...:.' I14�` ■■(q\. rC T 7 . ;::; ;:,�;. .� SAND E R �tl! R w ■ \Ia/ A I 1` A� W E t ! -:.iF/ ,1 _! 1 `,i.:*.:r..1111:,1,:;,:{. q r REINF� C AS SHOWN ON PLANS .Ids i. ! ':: ' `-- 909 COMPACTED SUBGRADE ;,�_ .x.. :,1111. >.. �� �1-7/8" O.D SCH. 40 NOT TO SCALE ': : `->''`i% 2 SAND BASE GALVANIZED STEEL PIPE Under round Service Alert 4'" THICK 8N END OF RAMP BOTTOM RAIL g CONCRETE WALK Q ((//��//'yy T f DIA. RAMP FINISHED SURFACE �OR "'YCalk 101' FREE .. 11 CONCRETE POST FOOTING 1 -800 HANDRAIL Q 2 2 7-"2 0® HIRSCH &ASSoCIATES, INC. IhI LANDSCAPE ARCHITECTURE&PLANNING NOT TO SCALE ����-�'N G A D AFETY 222,2 1 EAST WINSTON ROAD,SUITE A ANAHEIM,C`+ALIF ORNIA 92806 i' .� D 14 31 5 9 AC C E PTE d TWO WORKING DAYS BEFORE YOU DIG PHONE .1 AILANDA C: FAx 7 t A#17139 WWW.HAILANDARCH.COM L,A•#1 71 O E D T CONSTRUCTION RECORD: DATE BY REVISIONS APP'D BENCHMARK SCALE SEAL: ��,NpsCApF Designed By Drawn By Checked By _ Drawing No. �o acK L. R q,� RECOMMENDED 8Y: �'' DATE: CITY 0 F E E C U LA DEPARTMENT ®F PUBLIC WORKS 5/9/14 NH AMD ENTIRE SHEET - CONSTRUCTION DETAILS c Cy Codfalor A RCD DESCAATION: T-25-81 Horizontal Vw`�_� 17 0 ti �, . NAVD 29. ELEVATION: 1305.535 - a la Prepared Under SuperVlSlOn Of oT T ACCEPTED BY: ~- DATE: A I� FROM THE INTERSECTION OF FRONT STREET AND RANCHO * * - 1k 2 1 S 201 5 ""' S K YV I E W PARK C 6 CALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA _ _' / / THOMAS W IA 1111:: ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND 1 1 PATRI I SC Date DIRECT' Of' PUBLIC VI�RKS/CITY ENGINEER =� CALLE CONTENTRO ROAD AT THE N.W. CORNER OF THE VertlCal 2 1 F3 15 S' Y�Y r r� 'N'"��" LANDSCAPE CONSTRUCTION DETAILS INTERSECTION 54' N OF G/L. RANCHO CALIFORNIA ROAD: �` �' ,_, R.C.E. NO. 48279 r 45' W OF C L CALLE CONTENTRO, 28' N OF FIRE HYDRANT, . ..: 1.11: 1.5' W OF P.P. (NO-) 1.5 S OF WOOD FENCE ON CORNER �, a 1'j' ''.1989• cc CUT BACK. A 2 i 2- BRASS DISK IN CONCRETE CYLINDER, rF OF CP SFO LA Noe 1710 Ex IreS 3/31/2016 �� T M E C U LA CAL I F0 R N IA Sheet 12 of 23 SET FIBERGLASS WITNESS POST 1' NORTH OF MONUMENT. GENERAL --Cko� Oro woo* OWN ma mumfl& Sim GEMERAL 1. ALL FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST 1. UNLESS NOTED OTHERWISE, ALL CONCRETE FOR TRASH ENCLOSURE SHALL . 1. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 2013 EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION AND BE TYPE V AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI CALIFORNIA BUILDING CODE. CHAPTER 22 OF THE 2013 CALIFORNIA BUILDING CODE. AT 28 DAYS. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. 2. . . AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO 2. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND „..,,. ASTM C33. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE . 3. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. 3. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, ARCHITECT/ENGINEER. 4. ANCHOR BOLTS AND UNFINISHED BOLTS SHALL CONFORM TO ASTM TYPE I OR II, LOW ALKALAi. 3. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS,' A307. 4. WATER SHALL BE POTABLE, CLEAN AND FREE FROM INJURIOUS AMOUNTS AND SITE CONDITIONS BEFORE STARTING WORK. ARCHITECT/ O ASTM E70XX. OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS, OR OTHER ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES er TO Tyr5. ALL WELDING ELECTRODES SHALL CONFORM T SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR ALL WELDING SHALL BE DONE WITH LOW HYDROGEN ELECTRODES OR POSSIBLE DEFICIENCIES. 10 OR USING A LOW HYDROGEN WELDING PROCESS. REINFORCEMENT. 5. ADMIXTURES TO BE USED IN CONCRETE SHALL BE SUBJECT TO PRIOR 4. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED 6. ALL TUBE SHALL CONFORM TO ASTM A500 GRADE "B" (46 KSI). APPROVAL BY THE ENGINEER. SIMILAR TO THE DETAILS FOR THE RESPECTIVE, MATERIALS. OR ASTM 1085--13 (50 KSI). 6. MAXIMUM PERMISSIBLE WATER--CEMENT RATIOS FOR CONCRETE WHEN t STRENGTH DATA FROM TRIAL BATCHES ARE NOT AVAILABLE SHALL 5. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED 1 7. ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED OR P EQUALLY PROTECTED. CONFORM TO TABLE 4.5 OF AC! STANDARD 318-95. MAXIMUM SLUMP STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. SHALL BE 4 INCHES FOR SLABS, AND 5 INCHES FOR FOOTINGS.. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION �? a 7. CONCRETE SHALL BE CURED WHILE IN A MOIST CONDITION FOR AT VISITS TO THE JOB SITE BY THE ARCHITECT/ENGINEER OO NOT # LEAST THE FIRST 7 DAYS AFTER .PLACEMENT. METHODS FOR INCLUDE INSPECTION OF CONSTRUCTION PROCEDURES. THE PITS lbl.�T D ANCHOR ACCELERATED CURING SHALL HAVE PRIOR APPROVAL OF THE ENGINEER. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION ROOF , , 8. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING METHODS AND CONDITIONS AT THE WORKSITE. THESE VISITS WILL1. ALL ANCHORS INTO CONCRETE BLOCK AND CONCRETE SHALL BE STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 055lMPSON TITEN HD SCREWS PER ICC REPORT ESR 1056 AND ESR 2713 RESPECTIVELY. DO NOT CURT EXISTING REBAR WHEN INSTALLING NEW OTHERWISE: 6. DESIGN, MATERIAL, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE ANCHORS. SLABS ON GRADE ......................... CENTER OF SLAB DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONCRETE BELOW GRADE, FORMED .................... 2 CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM 2. PROVIDE SPECIAL INSPECTION WHEN INSTALLING TITEN HD SCREWS. CONCRETE BELOW GRADE, " THE OWNER, ARCHITECT/ENGINEER, AND THE APPLICABLE GOVERNING { ` N � POTEART ......COUCRRETEEXODp WEATHER ..1 ....2 CODE AUTHORITY. P 6#4? 104A 9. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT -r_xDESIGN LOADS: SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING 0 w ONE--THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN MAY) THE STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. MIS AM INSEEO= �i! " BY A REGISTERED DEPUTY INSPECTOR i5 �` 10. PROVIDE 3/4 CHAMFERS AT ALL EXPOSED CORNERS. 1. CONTINUOUS INSPECTION Tyr REQUIRED FOR ALL STRUCTURAL STEEL, FIELD WELDING, HIGH STRENGTH DL 7 psf 11. REFER TO ARCHITECTURAL DRAWINGS FOR REVEALS, AREAS OF TEXTURED BOLTING, CONCRETE WITH A STRENGTH GREATER THAN 2500 PSI, CONCRETE OR SPECIAL FINISHES, ITEMS REQUIRED TO BE CAST INTO MASONRY AND POST-INSTALLED CONCRETE AND MASONRY ANCHORS. l LL 20 sf CONCRETE, CURBS AND SLAB DEPRESSIONS. ' - p THE EXTENT OF SUCH INSPECTION SHALL CONFORM TO CHAPTER 17 Adz..d„ 12. ALL CONCRETE SHALL.BE BE VIBRATED. OF THE CALIFORNIA BUILDING CODE. AN IDAM SH L B ,7 TO THE ARCHITECT/ENGINEER AND THE BUILDING DEPARTMENT AT �1Mods, THE COMPLETION OF EACH TYPE OF WORK STATING WHETHER THE 30 d WORK WAS IN CONFORMANCE WITH THE APPROVED PLANS AND mTy Speed (3 sec gush mph REINFORCING STEEL SPECIFICATIONS. CONCRETE INSPECTION MAY LIMITED TO SLUMP TESTS, COMPRESSION TESTS, AND INSPECTION OF PLACED REBAR. Risk Category 11 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 FOR . 1 #5SIZES #3 & #4 AND GRADE 60 FOR SIZES � AND LARGER. 2. THE FOLLOWING ITEMS REQUIRE INSPECTION BY A LICENSED 1.0 MAXIMUM YIELD SHALL NOT EXCEED 1.3 TIMES THAT-SPECIFIED. I ` DEPUTY INSPECTOR: Exposure Ex C 2. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 p USING PROPER LOW HYDROGEN ELECTRODES. ALL BARS TO BE WELDED # SHALL CONFORM TO ASTM A706. ! Pressure 27 psf ITEM YES No 3. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS (2'-0" MIN.) FOR GRADE 40 AND 72 BAR DIAMETERS (2-6" MIN.) FOR GRADE60 AT ALL SPLICE UNLESS NOTED POST INSTALLED Earthquake; OTHERWISE. ANCHORS 4. ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 48 BAR Risk Category II DIAMETERS (2'-w0" MIN.) FOR GRADE 40 AND 72 BAR DIAMETERS (2'--6" MIN.) FOR GRADE 60 AT ALL SPLICE UNLESS NOTED OTHERWISE. # I& CONCRETE NA 5. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE Ss 1.974 STAGGERED 4'-0" MINIMUM. .814 6. DOWELS FOR WALLS AND COLUMNS SHALL BE THE.SAME SIZE AND S 1 SPACING AS THE WALL/COLUMN REINFORCING UNLESS.NOTED NOTED TRUCTURAL STEEL Site Class D OTHERWISE. n2CO11 ?. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE LATEST toSDs 1.318 EDITION OF THE AMERICAN CONCRETE INSTITUTE AND CRSI. MASONRY NA .r+r � SDI Design D hLIVCategory * ALL WELDING SHALL BE CONTINUOUSLY INSPECTED BY A I '" . 1. ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY (FM =1500 PSI SPECIAL INSPECTOR EXCEPT THAT SINGLE PASS FILLET WELDS.9W T Bask SFRS SHEAR WALE. �'- UNLESS NOTED OTHERWISE ON PLANS OR LESS MAY BE MADE IN A APPROVED FABRICATION SHOP. USED HALF STRESSES IN DESIGN, AN APPROVED SHOP SHALL BE INSPECTED PER CBC 1704.2. AND DETAILS). GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS, ETC. R 3 GROUT SOLID ALL CELLS BELOW GRADE. SEE UBC 2105 FOR QUALITY PERIODIC INSPECTION !S REQUIRED PER CBC 17Q4.3, EXCEPTION 2. i .�� (ASD) ASSURANCE REQUIREMENTS. Base Shear 2. MORTAR SHALL BE TYPE "S" MIXED IN THE PROPORTION OF 1 PART Analysis Equivalent PORTLAND CEMENT TO 1/2 TO 1/4 PARTS LIME PUTTY TO 2 1/4 TO 3 E NDMIM ( Procedure Lateral Force TIMES THE SUM OF THE CEMENT PLUS LIME PUTTY PARTS OF SAND. �, .. 1. ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE 3. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL. ALL 'I P PSI AND SHALL BE MIXED IN PROPORTIONS OF 1 PART PORTLAND CEMENT T4 1/10 PART LIME PUTTY TO 2 TO 3 PARTS SAND TOA FILLING, BACKFILLING, RECt�IPAC`CfON, ETC. 1S TO BE MAXIMUM OF 2 PARTS GRAVEL. ALL GROUT SHALL BE VIBRATED. ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER. 4. AGGREGATES FOR MORTAR AND GROUT SHALL BE NATURAL SAND AND 2. ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY A SOILS ROCK CONFORMING TO ASTM C-144 (MORTAR) AND C--404 (GROUT). ENGINEER PRIOR TO THE PLACEMENT OF ANY CONCRETE OR REINFORCING STEEL. 5. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C--150, 3. FOOTINGS ARE TO BE CARRIED A MINIMUM OF 18" INTO FIRM TYPE I OR 11, LOW ALKALA#. UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL. 40 ' -. I # 6. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N--1. 4. DESIGN BEARING PRESSURE IS 2500 PSF WITH. A 33% INCREASE FOR Ar 7. ALL REINFORCEMENT, BOLTS, ETC. SHALL HAVE A MINIMUM GROUT SEISMIC OR WIND LOADING. COVERAGE OF 3/4 . 8. SEE THE ARCHITECTURAL DRAWINGS FOR TYPE OF UNITS, LAYING 5' RELATIVELY NON-EXPANSIVE WA S SHALL SHOULD ADEQUATELY ISHOREEDD DURING 7 ' PATTERN AND JOINT DETAILS. UNLESS SPECIFICALLY SHOWN THE BACKFILL OPERATION. �,. OTHERWISE, ALL CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND. 6. ALL EXCAVATIONS, GRADING, COMPACTION, ETC. SHALL BE ACCOMPLISHED AND PERFORMED IN ACCORDANCE WITH THE SOILS REPORT AS PREPARED L `�►�Q' �R q- _ 9. ALL REBAR SHALL BE POSITIVELY HELD INTO POSITION PRIOR TO BY LEiGHTtX+! & ASSOCIATES, PROJECT NO. 11990013-001, DATED �. ' • ► ,•� "" .. ANDRSHA GROUT. Q Is II VERTICAL ALL ICENTER F BL K CELLs A U.N.O.ON RIGHT FEBRUARY 28, .2001 . y+�[� THE DETAILS. ADDITIONAL BARS SHALL BE EPDXIED INTO FOOTINGS, THIS SOILS REPORT AND ADDENDUM! IS HEREBY MADE A PART OF THESE IF NEEDED, WHERE MINIMUM TOLERANCE TO CELL WALT. IS NOT GENERAL NOTES AND ALL RECOMMENDATIONS CONTAINED THEREIN SHALL MAINTAINED OR DOWEL IS NOT POSITIONED CORRECTLY. ALL VERTICAL BE CONSIDERED AS MINIMUMS. t REBAR SHALL BE ONE PIECE FULL HEIGHT OF WALL, U.N.'O. G ?. THE CONTRACTOR MUST VERIFY THAT THE PLANS HAVE BEEN REVIEWED BY J THE SOILS ENGINEER PRIOR TO START OF CONSTRUCTION. Underground Service Alert � �- Cell: T011 FREE 1 ----800 , BUILDING `227--2X00O'hRREIAOP) SAFETY CONSULTING & DESIGN - STRUCTURAL ENGINEERS 5762 BOLSA AVE., SUITE 215 4HUNTINGTON BEACH, CA 92649LU-1 40"all 59 ACCEPTS TWO WORKING DAYS BEFORE YOU DIG PHONE (714)891-5582, FAX (714)891-5501 A E T Drawing 'p BENCHMARK SEA Designed By Drawn By Checked By TEMECUI in No. CONSTRUCTION RECORD.. DATE BY REVISIONS APP SCALE RECOMMENDED BY: -- ___ � DATE: LZ-6k_ DEPARTMENT OF PUBLIC WORKS 6/9/14. NH ADDED ENTIRE SHEET - STRUCTURAL DETAILS AND NOTE RCD 71ON: T-25--81 Horizontal Plans Prepared Under Supervision Of NAVD 29, a wATI+I: 1305.5 ---' . y FROM THE INTERSECTION OF FRONT STREET AND RANCHO ACCEPTED BY: DATE. SKYVIEPARK SS- 1 Mqocwr CALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA .* DIRECTOR '' Dat(: T1hlE}II�AS W. GJh,RGIA, ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND 1� WILLIAM J. 0 I DIRECTOR PUS WORKS CITY.. EER CALLS CONTENTf20 ROAD A7 THE N.W. CORNER OF THE vertical .�cc• � STRUCTURAL GENERAL_ NOTES AND DETAILS INTERSECTION 54 N OF C/L. RANCHO CALIFORNIA ROAD: ► R.C.E. No. 48279 :::::: 45' W OF C/L CALLE CONTENTRO, 28' N OF FIRE HYDRANT, 1.5' w of P.P. Nay .5' S of wooD FENCE ON CORNER ifQ` 12 31 15 t ) G i. No'. 2132 / . ' CUT BACK. A 2 12" BRASS.DISK IN CONCRETE CYLINDER, A SE NO. Expires / ..,. fir. TEMECULA, C Sheet 13 � :. SET FIBERGLASS WITNESS POST V NORTH OF MONUMENT. .......... IEN IELECTRICAL SYMBOLS LIST tt -Z 'DESCRIPTION SYMBOL t - --------- INDICATES PLAN NOTE NUMBER *1" SEE PLAN ... ......ItA IDETAIL SHEET "E IDENOTES IIt1> A-1, ........... ---------------- ------ ............... HOMERUN TO PANEL "A*, CIRCUITS #1 AND #3 If CONDUIT/WRE UNDER SLAB OR BELOW GRADE, 31e MINIMUM IIICONDUIT/WIRE CONCEALED ABOVE CEILING OR IN WALLS tt7 7,;- —EX— EXISTING CONDUIT/WIRE UNDER SLAB OR BELOW GRADE tIttJUNCTION BOX tI7 I12OV, DUPLEX 20A RECEPTACLE AT +16" MINIMUM (OR AS NOTED) Itf C tC PULL BOX FLUSH IN GRADE BROOKS #PB1 OR AS NOTED ON PLANS I............ itW.P. WEATHER PROOF z 1 tttIPROVIDE FURN ISH/INSTALL/CONNECT IIIE.C. ELECTRICAL CONTRACTOR IC Gn GROUND FAULT INTERRUPT RECEPTACLE tN.I.C. NOT IN CONTRACT Cm C lC.O. CONDUIT ONLY (WITH STEEL PULL WIRE) Z E�,LT E R EXISTING C EX +V I .. ........ 7 G GROUND: t V N' t7 LAN NO ttIi-7 +It ..........IBUILDING TO CURB. t3 in P ''5 G 7 TES: " C.O. (TEL) FROM CHRISTY N9 PULL BOX.t0. (POWER SERVICE) ...............IL ttIttY, CHRISTY N1 6 PULL BOX. STUB OUT 4" C. —BB-1. FROM PANEL 'A' TO CURB. C'' PUSH BUTTON ON—OFF—BB-2. TWO 2" C.O. (SPARE) 5 It5 HP PUMP STATION- 24OV, 35.35 I\BB 3/4 C. 2 #10 + 1 #10 G. C U8 FLA. PROVIDE 40A/2P DISCONNECT 5 AT PU MP STATION ENCLOSURE. it/ 3/4o' C. 3 #1 0 + 1 #1 0 G. VERIFY EXACT CONNECTION tttC BB I.00, tREQUIREMENTS WITH PUMP 12 + 2-1 C.0 (SPARE) FROM 'A.t`7,IRESTR 2 #8 + 1 #10 G. BB UFACTURER. 3/4$ C. 2 #10 (CIR. 1), 4 # MAN 1 0 G (CIR. A, 15 AND B, 6) + # I IC. 3/4 tttI1 G' iz (BOOSTER. PUMP) CIR. B,7-9. tICL 0 1 C. 2 #10 (CIR. 3), 4 #10 + 1 tII4 , #1 0 G(CIR. 5— C........... 7, 9-11) + 1 #10 G./11 V 3 ITO BB CONTROL tCABINET. P A 1" C. 10 #12 + G tY 5 #1 2 + G (BB CONTROL) tI7 ;�9OLES A2? C 17 3/4 Iy I5 TO PANELS 5 C. 4 #10 + 1 #10 G. tC I (A, 15 AND B$ @ 3/4 C. 4 #1 2 + G. Ilk, IItf t6) 2 I@ 3/4' C. 2 I 0 + 3/4" C. 5 1 2 or A� (CONTROL) MOUNT IN SIDEWALK EXTENSION FOR 1 4 V tC\ SCAPE tN IRRIGATION 5 f. IRtOLLER >I8 D tIIII ETAIL. Aic 5 CA'01 10 RQ�MT POWER + UTILITY UTILITY 'I 5 A. UTILITY POINTS OF SERVICE AND WORK MATERIAL SHOWN ARE BASED ON >4 L 1 6 1 4 t+ INFORMATION ONLY BY THE UTILITY COMPANIES AND ARE FOR BID PRELIMINARY TyF tB. LO CATIONS OF UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR SHALL IiEXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO IR ES OR EXISTIN UNDERG OUND OF UTILITI STRUCTURES # WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER f ICONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF fX ....... UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR ............ ...... SHALL IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTI-FIED AND INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR DETAILED ............ ......tCONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY. goal* C. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT .. ......... WORK MATERIAL REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH CONCRETE PULL WIRES, CABLES, PULLBOXES, INSTALL ALL CONDUIT, AND BARRIERS, POLE UIT (IF REQUIRED), TRANSFORMER PAD ILL PAY ALL UTILITY COMPANY FEES AND INCLUDE RISERS, TRENCHING, BACKF Ij ALL REQUIREMENTS IN SCOPE OF WORK. ItD. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF METER PANEL TO UTILITY Co . 00 FOR UTILITY CO. APPROVAL PRIOR TO -ORDERING AND INSTALLATION OF METER PANEL.E. CALL' "UNDERGROUND ALERT BEFORE YOU DIG: SOUTHERN CALIFORNIA:A 1-800-227-2600 m F. UTIL11Y CO. CONTACTS:Underground Service Alert B.J. PALMER. AND ASSOCIATES z Calk TOII FREE GINA WHITE Uj (949) 487-2555 6/09/14 0 1 -800 30 0 30.1 60 a_ REEDCORP ENGINEEFUNG _rV 227-2600 CONSULTING ELECTRICAL ENGINEERS HIRSCH &ASSOCIATES, INC. I BUILDING D AFE LANDSCAPE ARCHITECTURE&PLANNING 23272 Mill Creek Drive, Suite 200C Laguna Hills, CA 92654 2221 EAST WINSTON ROAD,SUITE A SCALE- 1 30(949) 752-1278 FAX: (949) 472-3702 ANAHEIM,CALIFORNIA 92806 . 9 ACCEPTED' Uj PHONE 714,�776-4340 FAx714,776-4395 LD 1 4-31 5 E w DIG E—MAIL ee0reedcorp.net WWW.HAILANDARCH.COM LA#1 71 0 NAME Drawing No.RD: DATE BY REVISIONS APP'D SEAL Designed By Drawn By Checked By SCALE RECOMMENDED BY: DATE: LA. DEPARTMENT OF PUBLIC WORKS CITY OF TEIVIECU 0- 1/12/15m MH-., . &,., P ADDITION Contractor av- Horizontal Plans Prepared Under Supervision Of 0 r 0 NAVD 29, ELEVATION: 1305.535 FROM THE 1N.r1mC.rm OF FRONT STREET MO RANCHO ACCEPTED BY: THOMAS W. 6ARCIA DATE: SKYVIEW PARK Inspector CAUFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHCCAUFORNIA THOMAS HARTMAN Date ROAD To THE INTERSEMN Of RANCHO CAUFORNIA ROAD AND CAUE CONTENTRO ROAD AT'THE NX CORNER OF THE DIRECTOR OF PUBLIC WORKS/CrfY ENGINEER Vertical Dde Cop" INTERSECTION 5e N OF C/1,, RANCHO CAUFORNIA ROAD, R.C.E. No. 48279 ........45' W OF /L CALLE CONTENTRO. 28' N OF FIRE HYDRANT.S OF WOOD FENCE ON CORNER 7531 10/31/15 E ME :4 3 CUT BACK. A 2 1/2" BRASS DISK IN coNcRErE CYUNDER. PE No. Expires T CALIFORNIA SET FIBERGLASS WITNESS POST I 14ORTH OF MONUMENT. C �2 'O' 0 C @ 5 HP PUMP 535 P CT F ROVIDE 7N T PUMP ST A A :[:::::::kz.�� W � LITHONIA NO. KSF3 LITHONIA NO. KSF3 FORWARD THROW 1000 WATT M.H. w (FORWARD THROW) 1000 WATT M.H. ( r _ " ~ 24ov, BRONZE ��;�.f 36 X 3fi X 3f 4 ... � 24ov, BRONZE f PLYWOOD BACKBOARD GFI, DUPLEX FOR TEL. WITH IRRIGE {{ fi GROUND WARNING LIGHT/BUZZER 12OV OUTLET +48CONTROLLER SUN VALLEY LIGHTING H -CPA--LED-APA-111--48LED r _ __. w..,. .... w. f No. coL18 ; . . mW t j;. .r P `,•, ' a f...r. .+ ., ^''. .r. �'P "2 ✓^'?� •'.o, ....,. 4rf 'r,.+',q'rx;;a" ,t° ..! r'.i „fi`J'r•'`,�'Y-r t J;,° r ,1, iz,, ;t,t F. .x.?;; 1:; Cg's`};>. ,.°J':y t`,'ss,.r r ,✓; , --NW--12Q'-PT-RAL--8Q19-T r s ` F s r J � r f 53 WATT, � ,r' � J, .f`"f�f t ...:_ .�.°'.r�;aJ.:..{.rE y�� 131 ej i yrs dJ..F�r.....1.,..r ;"? 8 H...„.. ,.._#. ..,_.... ...... .._. r 4 os �.......,,. J..t' FINISH: BRONZE 5” SQ. ALUMINUM POLE H 1 '- B 5 B'12 BRONZE 24' 5" SQ. ALUMINUM POLE ', , B,4 24 NOTE: PROVIDE EMULSION OR BRONZE ' 6 , f, .w/ r.. A,6 NOTE: PROVIDE EMULSION OR BUTYL TAPE ON ALLY _ ALUMINUM IN CONTACT NOTE: PROVIDE EMULSION OR FIs 4 }�. ,q aF BUTYL TAPE ON ALL WITH CONCRETE a �� BUTYL TAPE ON ALL 'LLz' F Y B'Z ' f ALUMINUM IN CONTACT , WITH CONCRETE NE ALUMINUM IN CONTACT fr _ `" A WITH CONCRETE ` PANEL 'A' ' ,gyp " BOLT COVER .288" GAUGE F PANEL 3, 4 C.O. ITEC.) TO { f i TEL.. BK. BD. POLE: 10' HEAVY GAUGE ALUMINUM) E } � 1 k v , WH BOLT DON LID Y °rr?'r f��fi-�'a es f"✓"fd,f.tdrr! <d` J'Nfs. ' f p'.,qr fd f✓J ''s_'s.•:r�f-l'r J r r! ' __1__1_.1__. .¢fE,cJrf"rrrr .3rrt/,•r �. r,r df'rf,r. rss�,;�t,.r f. R SUN VA LEY LIGHTING PUSH BUTTON3' tNO. 1030T WITH NO. 4800 BASE COLOR TO MATCH POLE ie 12•....7" FINtSH.TO MATCH FIXTURE ; SHAFT: 4" TO 3" TAPERED A CONCRETE FOUNDATION TYPE V " _ f r, ;$ NTRO :. N SWITCHBOARD S " ( AA TC RD 'M ' ALUMINUM 0.188 THICK 2500 LBS ® 28 DAYS BOLT COVER (.288 GAUGE = „ ' = E " NON ON TOP HEAVY GAUGE ALUMINUM) f°"` INiE WITH 3 O.D. TE WITH BEVEL TOP FOR DRAINAGE ,8 } " » £ ,✓``�'r�°', � rrr� es� TAMPER RESISTANT TAMPER RESISTANT 10--0 INSTALL Y4 THICK X 4 DEEP STYROFOAM HANDHOLE COVER WITH BOLT DOWN LID :t s E f; HANDHOLE COVER EXPANSION JOINT AROUND FOUNDATION. COLOR TO MATCH POLE $ ; TAMPER RESISTANT APPLY CAULK TO JOINT TOP WHEN CONCRETE FOUNDATION (TYPE V) E HANDHOLE COVER FOUNDATION IS LOCATED IN CONCRETE PULL BOX 2500 LBS 28 DAYS IDEWALK OR SLAB, WITH BEVEL TOP FOR DRAINAGE .,.......... ...„N ' } zi SIDEWALK SIDEWALK } t $ 4 Y!,v 3 3. 7 ;-':f } 3S {f}�j afrr` BASE COVER BY OURT SLAB , } � ., y;.. MANUFACTURER MAN , 1 y t F. `x•. •I �. CONCRETE FOUNDATION TYPE V �.�, t<�.,.�s it �� ' ,,,,�r �;�, �Yz, L 1I: .t ,u���.� .�} F' f' :�$, 2500 LBS ® 28 BAYS L -i ! " " IlYy _ _' { CONDUITS 24 BELOW GRADE. #10 f $r.# I '�,.:a '+ 4—6 ..._.....f '� -y»' ( i P.frz i f J' , P FOR DRAINAGE ' ?` __ w... � I t� CONDUIT(S) 24 BELOW GRADE � � _ < WITH BEVEL TO 4`-6" ';`_ rr r4 ENDS },. :�M 2 #10 ..a-G 1 2 C,' «4 a , ' .,� ALL i �,y,� ...._ ,9` t " " r.: :w RISERS AND 90 B € FINISH ;. ;.t� ALL RISERS AND 90 BENDS t< }� ; BLAST r 1, 4 _ TED RGS. t,J'i } 5 5z• j " SHALL BE PVC COATED RGS. �, SHALL BE PVC COATED Y" RADIUS �- t i kra,i,#,v,'..�, i >t_ (z CHR BOLTS ANCHOR BOLTS _. .. J 4 o SURFACE OF SIDEWALK AN 0 B FINISHED " 24" syE ,{ fi 24 BY MANUFACTURER BY MANUFACTURER _ r ,,. " 3 TIES MIN. 12" O,C. { t , " f, „ _•i-v O.C. " " BOLT SIZE: 3 4 X 36 X 3r'd J R #3 TIES MIN t� 12 " " DIA / ' DIA BOLT SIZE: 3 4 X36 X 3 `'` .•..._ , r,. `�_ , .....w .......,,.. <.. F w ... ., # 'r " f, j 1 LAP. �f` < J' 18 DIA. WITH 2 �r° n , ' s: 18 DIA. WITH 12 LAP. _.._.,•..R r V ;'. ES `•i _ ....... 't'`Fi`ts r:'s •°r.t,y........ (�.r,N� 'yi f 4 4 VERTICAL WITH 3 #3 TI I 1 } V T 3 3 TIES .f _ .. 4 4 VERTICAL WITH _.. ,.. _.._.__ �._.. 7101-111 ,.,. �i # !N, 4 VERT. BARS s�•. _....._.. .._. .. .�. r .._.. � ,r t a ��f � , ..,:.. �� .�, ,- 6 M s z S,.m, s, s s''_"' ',fw ? s. rs c .....::.. ...i...i .:. �a°° 6 MIN. #4 VERT. BARS ..,.. WITHIN TOP 8 INCHES ONE �. � x n�� ,., r� .Jr� ��.F,,� 3 � WITHIN TOP 8 INCHES, ONE � '.''� t%°'•�'��f'��,r' '�.�' � i 's,,_ yrs ,....r z ,..,� � °' ANCHOR BOLTS " " 3 TIE 3 FROM BOTTOM WITH 3 TIE 3 FROM BOTTOM WITH BY MANUFACTURER � 51" " tt� - ` " " " " REMAINDER 3 TIES MAX. 12" O.C. qg w ,, 1 }. 3/4 X 36 X 3 REMAINDER #3 TIES MAX. 12 O.C. - 4 J i 1 " PROVIDE STANDARD 90 HOOK AT `; t 1 �' - i0 DIA. BOLT CIRCLE r $ $ 4 •. �,�; -71: { ) " °::°✓ ,� � PROVIDE STANDARD 90 HOOK AT 12 LAP � '�.1_., 12 LAP 1. TOP OF VERTICAL BARS. ----- CONDUIT(S) 24" BELOW GRADE. �: TOP OF VERTICAL BARS. �'' 3" CLR. 4 - E ALL RISERS AND 90' BENDS 3" CLR. H H � TO TIES s I i SHALL BE PVC COATED RGS. `` I TO TIES E 4 #4 VERTICAL WITH 3--#3 TIES Jy,,.. .*h } 6 �`•' � 0'1'7 p_?r�S�;Y-�^;x� s �✓"'-,re>''«a ft!f i�j ✓) }t E r',i�:�is<"�i;J?}�v;��r ,.,,..-...,,%_� " " WITHIN TOP 8 INCHES ONE . TIES MIN. ® 12 O.C. 24 , 3 � I I• `y �at '�:.+`.d°'"��✓�,,�.,"_ :...',€rir�:`'�'' ��f'� __._< <,., ._�f rt dr,3``i�J`'r%'s r'e�,,.... .,,...�1 .✓>sd,''�d,}s,+`s,`r.` .,.t.. � �.�,� # " " DIA. 3 TIE 3" FROM BOTTOM WITH1 1 � _ , ».0 r.,,., �.. ,...� �Y .�' r..€_.w._w...._._ 18 DIA. WITH 12 LAP. # LIGHTSTANDARD BB LIGHT STANDARDBArF• m: ,s. ti MIN. #4 VERT. BARS REMAINDER #3 TIES MAX. 12 O.C. (� PROVIDE STANDARD 90' HOOK AT N,T,$ N•T•S TOP OF VERTICAL BARS. j •:�. .«.».... ,...... (..,-« ..._.......0....... ........._ ..,..,... -:,,.- «...,... .....,..... -.e._.....-... ........,- -.... ._..f..., ..,.»..9 ........—.,,....... ...._.. ...F.. ....+,.+ ....,.,» ......,,<... .....,._.., ,,..,.,... »..,.,.. ...,..,.. »..,.e. .......>... ...,.......e......, .. .._msµ INSTALL Y4" THICK X 4" DEEP STYROFOAM f.z.� FOUNDATION. I # '` EXPANSION JOINT AROUND 12" IAP APPLY CAULK TO JOINT TOP WHEN USA ARCH. N0. RLPS--135--ST23-- ` _t... 1 FOUNDATION IS LOCATED IN CONCRETE LEX--120V—DBM--(BRONZE) ,r�a...,� , �„�-w.� ,�•.��-, SIDEWALK. (135W LPS) MULTI—TAP BALLAST, 3" CLR. POLYCARBONATE LENS) .✓ ,` V '}; �. ..<. w TO TIES FLOOR PLA N - NOTE: BUTYLPROVIDE ONALL OR A WALKWAY LIGHT STANDARD DETAIL '" FIX"WREV ALUMINUM IN CONTACT N.T,S WITH CONCRETE T AID,C,SyS EM OPERATION AND CIFICATIONS: BOLT TO BEAM POLE: 14' A. CONTROL PANEL WITH: DUIT SUN VALLEY LIGHTING 1. 24 HOUR TIME CLOCK TO DETERMINE WHEN THE SYSTEM WILL BE IN HORN/LIGHT AND COI PED " NO. 1030T WITH NO. 4800 BASE OPERATION. SET HOURS PER CITY REQUIREMENTS. BETWEEN M. BE SHIPPED 14--0 ONE ASSEMBLY FROM FINISH:TO MATCH FIXTURE 2. ONE HOUR TIMERS TO DETERMINE THE LENGTH OF TIME THE LIGHTS WILL BE MANUFACTURER T dt C #1(302 SHAFT: 4" TO 3" TAPERED ON. EACH TIME THE OPERATOR PRESSES THE TC 1001 PUSH BUTTON "ON" ALUMINUM 0.188" THICK THE TIME WILL BE RESET TO ONE HOUR. BUZZER SOUNDS A ONE MINUTE WARNING U--BOLT TYPE WITH 2-%" O.D. TENON ON TOP BEFORE THE LIGHTS ARE TO GO OUT. (THE BUZZER SHALL HAVE A VOLUME PIPE CLAMP � CONTROL.) THE 'WARNING' LIGHT OPERATES WITH BUZZER. HORN----�-` /1/2" DIA. �, PAINT OUT ALL 3. CONTROL RELAYS TO DE-ENERGIZE THE LIGHTING CONTACTORS WHEN THE 24 BACK BOXES O HOUR TIMER SHUTS DOWN THE SYSTEM. THIS ALLOWS THE ONE HOUR TIMER AND PIPE Q ---- LIGHT---�1 BEAM TAMPER RESISTANT CONDUIT TO COMLETE ITS CYCLE READY TO START OPERATION THE NEXT DAY WITHIN CLAMPS TO O w (PAINT OUT TO HANDHOLE COVER TIME CLOCK SETTING. MATCH POLE CONDUIT MATCH COLUM) 4. TERMINAL BLOCKS FOR ELECTRICAL CONTACTORS TO HOOK-UP. IOL NPT HUB ON o BASE COVER BY NIPPLE INTO BACK a MANUFACTURER _ LS ONLY AS FOLLOWS: POLE AT TO B CLOSE Q� , , a� PHOTO CELL THE TC 1000 TO BE MOUNTED ON PANE WIRING IN POLE � FIXTURE G K.O. OF FS BOX 3 #12 MOUNTED IN SHELTER 0 TC 1000-4 ON A HOFFMAN PANEL A24P24(21 X21) - (BACKBOARD ONLY) (WITH GASKET) KENNAL NO.H99D- CONCRETE FOUNDATION (TYPE V) PUSH BUTTON 35 HPS. 120V--9500 2500 LBS �P 28 GAYS � TC 1000-8 ON A HOFFMAN PANEL A24P24(33X21) - (BACKBOARD ONLY) T & C X1001 " ® 1/2 NPT HUB ON c>_ (WITH PHOTO CELL) WITH BEVEL TOP FOR DRAINAGE 0 TC 1000-12 ON A HOFFMAN PANEL A24P24(45X21) - (BACKBOAD ONLY) POLE AT +5'. CLOSE �° 3/4" C. 5 #i 2 + 1 #i 2G (CIRCUIT B, 6) 3" "SAND BLAST" FINISH NIPPLE INTO BACK t� FINISHED GRADE 5. PANEL ENCLOSURE: K.O. OF FS BOX pr I (WITH' GASKET) 1 1 i_w MOUNT T AND C PANEL IN NEMA 4 ENCLOSURE WITH PAD LOCKABLE LEMEUF2: N0. 8X6X8 -�, -* t ODOR VERIFY EXACT SIZE REQUIRED. _,_ SlDE VIEW t i j ^ail�j'� �,,,� �:: �;� s � ��, cu .. "W X 8" H X 6" D NEMA 3R 1 1 8 . MA ° :•ib PULE FRONT VIEW PULE { ) t ) { ) 1 t " � BOX WITH PAD LOCK COVER AND i i 3/4 C. 2 #12 + 1 #12G TO LIGHT -: ' MOUNT T AND C PANEL INSIDE SWITCHGEAR AS SHOWN. j GASKETED HINGED DOOR. PAINT OUT 11 FIXTURE FROM OUTLET BOX :'a i{ � �'il,i ANCHOR BOLTS ClR. B 6 § :l ;.iii= BY MANUFACTURER B. EXTERNAL DEVICES TWO COATS OVER PRIMER TO MATCH t t INSIDE WALL. ( , ) " z .4 V A v M PROVIDE ENGRAVED PLATE 1 °- SURFACE ATTACHED T0. LEMEUR CO. 51 1. THE TC 1001 IS THE "ON--OFF" PUSH BUTTON STATION TO MOUNT ON """""®"""'"'"' TEL. NO. 310/830-1144 K t�: --b -=:. : "; POLE. SCREWED INTO FACE PLATE "PRESS EACH TIME FOR ONE 1 cr " HOUR PLAY BEFORE WARNING t. In i PAINT OUT CABINET TO -• •----- CONDUIT(S) 24 BELOW GRADE. " " MATCH WALL SURFACE: M� 2. THE TC 1002 IS THE WARNING HORN AND .PILOT LIGHT. THE HORN WILL LIGHT EXPIRES. 1/8 WHITE t t t i l. SHA RI BE PVC COATED RGS. t PAD LOCK COVER ..•- I SOUND AND THE PILOT LIGHT WILL LIGHT APPROXIMATELY ONE MINUTE BEFORE RAISED LETTERS ON RED PLATE. caI t i _,;f�,T_ THE ONE HOUR TIMER (COURT LIGHTS) ARE ABOUT TO TIME OUT. THE HORN 1 WILL SOUND ONLY FOR THE TIME' SET' ON THE TIME DELAY IN THE CONTROL I " " 4 #4 VERTICAL WITH 3-#3 TIES CABINET. MOUNT ON POLE. 3/4"C. 5 #12---- r 120V DUPLEX, GFI OUTLET, 20A CLOSE NIPPLE TO COLUMN FOR #3 TIES MIN. ® 12 O.C,, ��,--- 24 WITHIN TOP 8 INCHES, ONE (5 #12 FOR EACH t 18" DIA. WITH 12" LAP. DIA. #3 TIE 3" FROM BOTTOM WITH 3. ONE TC 1001 AND ONE TC 1002 ARE REQUIRED FOR EACH COURT. PUSHBUTON/DEVICE).' Q ^^ CIRCUIT WIRE (CIR. B, 6) REMAINDER #3 TIES MAX. 12" O.C. C. T AND C INDUSTRIES o W.P. 20Aj1 P SWITCH WITH 6 MIN. #4 VERT. BARS PROVIDE. STANDARD 90' HOOK AT " T AND' C ...-.- � o " 1121 NORTH CEDAR STREET 1/2 C. 2 #12 �. ENGRAVED PLATE STRUCTURE TOP OF VERTICAL BARS. CA 91207 120v INPUT CONTACTOR { ) / e'd CONTROL 2 20A 2P, GLENDALE, """ CABINET N DISCONNECT 818/240-3600 A,fi TC_100.0 /RELAY (1) 30A/2P RELAYS I FAX: 818/547-9359 CABINET CONTROLLED 114, BY T AND C d- .� 12" LAP I �`, PANEL I. 3/4" C. 5 #12 4+ ,a RIGID GALVANIZED STEEL ��`yr fi' PAINED OUT f 0 36" MINIMUM 3" CLR. m " BAS TO TIES WIRING COVRT STRUCTURE E DIAGRAM �' BASKEIBALL. LIGHTIN LU Undergro nd Service Alert N.T,S, z TaI1 FREE DRIVEN GROUND LIGHT S7A N ARD TTA L - FIX"rIUREV oR C a l. N.T.S .�� ROD 1 #6 N.E.C. 250-52) 6/09/14 0- 0- 1 -800 .�--�--- FLEE TING ELECTRI�ENGINEERS HIRSCH &ASSOCIATES, INC. BUILDING A D A1=ETY Q CONSUL o �, ��� � 2 2 7--2� Po Box 2349 • LANDSCAPE ARCHITECTURE&PLANNING O SHELTER OUTLEPLIGH T 23272 Mill Creek Drive, Suite 200C -0 Go N. Laguna Hills, CA 92654 U tr 472--3702 222, EAST ROAD,806 A 49 ANAHEIM.CALIFORNIAC.QI..[F92806 � 14-315 ACCEPTED T a(949) 752-1278 FAX: (9 ) j��„/// z E-MAIL eeCODreedcar .net PHONE 7147'78-4340 FAx�74'776-439ra WWW.HAILANDARGH.GOM LA#7710 A �� z TWO WORKING DAYS BEFORE YOU DIG Drawing No. CK rx CONSTRUCTION RECORD: DATE BY REVISIONS APP'D BENCHMARK SCALE SEAL: rw-' $8rp Designed By Drawn By Checked By RECOMMENDED BY: e� ITY O TEMECULA DEPARTMENT OF PUBLIC WORKS DATE: 1/23/1%r#, MH A LIGHTING CHANGES & POLE FOUNDATION CLARIFICATION M ------ Q Contractor RCD DESIGNATION: T-25-81 Horizontal Plans Prepared Under Supervision Of o fl NAVD 29, ELEVATION. 1305.535 FROi�THE, FRt?Iitt STREET, N0.7lp1 1 12 15 ACCEPTED BY: DATE: SKYVIEWQ Ins for CALiFOR %ROAD 5.4 MILE NORTHEAST ON Ratio 1t1�1 THOMAS HARTMAN Date � � THOMI4S W. GARC 0 u ROAD To 7HE iNTERSEC M OF RANCHO CALIFORNIA ROAD AND DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 0 CAME CONTENTRO ROAD AT THE N.W. CORM OF THE N e iNTERSECDON 54' N OF c/L. RANCHO CALIFORNIA ROAD; Vertical R.C.E. No. 48279 m / 4V W OF O/L CALLE CONTIwNM, 2$ N OF FIRE HYDRANT, CJ p 1.5' W OF P.P. (NO*) 1.5 S OF WOOD FENCE ON CORNER PE NO. 7531 Expires 10/31/15 T , CALIFORIN11A Sheet � �� 2 U. � CUT SACK.A 2 1/2"SRASs DISK IN CONCRETE CYLINDER, ti � SET FIBERGLASS WITNESS POST 1` NORTH � MONUMENT. N GROUND ELECTRODE SHALL BE TERMINATED IN A DRY LOCATION IF RE-BAR IS USED. 20 FT. OR MORE Na. 3/0 BARE COPPER DETAIL NOTES: CONDUCTOR BELOW THE VAPOR BARRIER 1 #3/0 CU. 1" RGS EMBEDDED IN CONCRETE FOUNDATION WITH MINIMUM 2" ALL MAIN SWITCHBOARD APPROX. 3 ABOVE FOOTING BASE AROUND PER ARTICLE 250.50 (c). SEE UFER GROUND DETAIL. 120/24OV, 10, 3W (N.E.C. 250-50 (c) 2 THE REBAR MAY ONLY EXTEND OUT OF SLAB IN A DRY LOCATION. THE. REBAR MUST 24„ 32" 24„ EXTEND OUT OF SLAB AT LEAST SIX INCHES AND NO MORE THAN 18 INCHES AND THE POINT OF CONNECTION OF THE GROUNDING ELECTRODE CONDUCTOR IS ENCASED IN CONCRETE. EXCEPTION: WHERE THE CONNECTION OF THE GROUNDING ELECTRODE XTERIOR CONCRETE FOUNDATION CONDUCTOR IS ENCASED IN CONCRETE. CONNECTION TO ELECTRODE. CONNECT GROUNDING CONDUCTOR TO GROUNDING SERVICE DISCONNECT ELECTRODE WITH LISTED GROUND CLAMP. SEE C.E.C. 250--70. 4 1 6 CU. - 3 "4RGS TO MAIN TELEPHONE BACKBOARD. (GPS y IF NEUTRAL BUS IS INSULATED / (225A) FROM THE ENCLOSURE. INSTALL A BONDING JUMPER MAKE CONNECTION TO COLD WATER PIPING WITH-IN THE FIRST FIVE FEET OF THE 100A 1 t30A UFER OR SCREW (N.E.C. 250-�28) WATER PIPE ENTRANCE TO THE BUILDING. 2/P 2/P GROUND 2 99 MIN. IT f GENERAL NOTES: 3 #1/0 3 1/° SEE N.E.C. FOR TYPE AND SIZE OF GROUNDING ELECTRODE CONDUCTOR MUST TERMINATE AT NEAREST STRUCTURAL MATERIAL AND PROTECTION OF THE STEEL OR WATER PIPE (NEC 250---50 (a) GROUNDING ELECTRODE CONDUCTOR (N.E.C. 250--62(a) FOR MATERIAL, N.E.C. 250--64 20 FT. (6,1 M) OR MORE OF 1/2" DIAMETER REINFORCING STEEL, OR #4 BARE FOR INSTALLATION AND 250-66 FOR SIZE). COPPER WIRE (OR LARGER). WHERE SPLICES ARE NECESSARY TO OBTAIN THE REQUIRED 20 FEET OF REBAR, THEY MUST BE: MADE SO THAT THE TWO BARS SLEEVES, APPROVED SYSTEM GROUND CLAMPS SHALL OVERLAP BY NO LESS THAN 15 INCHES AND ,ARE SECURED BY AT LEAST TWO HOLES, 2 BE ACCESSIBLE ETC. 4 STEEL TIE WIRES. REINFORCING RODS THAT ARE COATED WITH A 2" MIN BOND TO INTERIOR NONCONDUCTIVE MATERIAL ARE NOT ACCEPTABLE AS AN ELECTRODE. METALLIC COLD WATER PIPING THE TOTAL RESISTANCE MEASURED BETWEEN THE MAIN SERVICE GROUND BUS SYSTEMS AND THE EARTH SHALL NOT EXCEED 25 OHMS UNDER DRY GROUND CONDITIONS. rB 1 3/0 (N.E.C. 250--50 (a)) SEE ELECTRICAL SPECIFICATIONS FOR "GROUND TESTS". -- 3 GROUND ELECTRODE ,: GRADE (SEE N.E.C. 250-50(c)) UFER GROUND IN ACCORDANCE WITH THE 1999 N.E.0 AND 2001 CALIFORNIA ELECTRIC CODE (C.E.C.) ONE LINE D1 2 MIN. 1 N. S. N.T.S.UFER u"IR(D" UND DETAIL B SPECIAL. NOTES ALL DEVICES611" 42,000 A.1,C. ALL DEVICES= 42s000 A.I.LC. PANEL VOLTAGE:240/120 1� 3 W CIRCUIT CODE: bunk or N NON--CONTINUOUS ® e s PANEL VOLTAGE:240/120 1 3 W CIRCUIT CODE: blank or N : NON-CO"NUOUS A. ALL PANEL SCHEDULES TO MATCH EXACT FIELD � NEL® INSTALLATION (AS--BUILT) CONDITIONS. PROVIDE "CORRECT" BUS: 100A L : LONG-CONTINUOUS BUS: 125A L : LONG-CONTINUOUS PANEL SCHEDULE INSIDE PANEL WITH CORRECT CIRCUITS, DATE:01/12/15 TIME: 18:56:38 MAINS: MLO MOUNTING: WALL MOUNTED R : DEMANDABLE RECEPTACLES DATE:08/02/04 TIME: 08:21:09 MAINS:MLO MOUNTING: WALL MOUNTED R : DEMANDABLE RECEPTACLES ELECTRICAL LOADS AND FEEDER SIZE AND WIRE TYPE TO PANEL. JOB: 1946 AIC RATING: 10,000 K : KITCHEN NO. OF EQUIPMENT: 0 JOB: 1946 AIC RATING: 10,000 K : KITCHEN NO. OF EQUIPMENT: 0 (ie: NQ, 3 O COPPER, THHN). LOAD DESIGNATION C O N N E C T E D VA LOAD DESIGNATION ' w LOAD DESIGNATION C O N N E C T E D VA LOAD DESIGNATION a ' CL ( / 8 o � 0- DESCRIPTION (NOTE) MIR L 0 *B A B 0 4PB L R M (NOTE) DESCRIPTION '� � 8 �, � v � 0- DESCRIPTION (NOTE) M R L 0 �B A B 0 fiB L R M (NOTE) DESCRIPTION � a v B. ALL PLUG--IN OUTLET DEVICES WITH GROUND OUTLET SHALL 1 za 1 MAINTENANCE 2 3sa 180 1 BB CONTROL 2a 1 2 1 za 1 WALKWAY A 19 140 SPARE za 1 z HAVE GROUND CONNECTION AT TOP OF DEVICE �- 15" � za 1 MAINTENANCE 2 360 1sa TEL 20 1 4 � L 2a 1 PARKING A 4 250 5 BL,i�'G INTERIOR 20 i L 4 1 C L 0 250 1 SHELTER OUTLET/UGHT 20 1 L. 6. 5 L 20 SB NO. 1 8 4 1100 250 s A BLDG EXTERIOR 20 1 I_ s TO CENTER TO TOP OUTLET. AA7 L 4a 606STER UMP 1 4066 1500 1 WOMEN'S HAND DRYER 30 1 81 7 .L 2 -- 1 1100 250 6 BLDG 20 1 L 8 L 2 -----�--�-;z" 4066 1500 D D 3 1 9 L 20 BB NO. 2 B 1 1100 SPACE 10 C. CONTRACTOR SHALL NOT INSTALL MORE WIRES IN A 11 a50 1 IRRIGATION c0100 0% ONTBoLLER 20 1 1 A 11 L 2 -- 1 1100 SPACE 12 CONDUIT THAN SHOWN ON PLANS. NUMBER OF WIRES INA 13 20 1 SPARE 4 13 za 1 SPARE SPACE 14 CONDUIT ARE BASED ON DERATING VALUES IN NATIONAL 15 20 1 SPARE 18 15 20 1 SPARE 1 70 SPACE 1s ELECTRICAL CODE. IF CONTRACTOR ELIMINATES VARIOUS 17 20 1 18 17 20 1 SPARE SPACE 18 CONDUITS SHOWN ON PLANS AND INSTALLS ADDITIONAL WIRES 19 2a 1 2a 21 20 1 SPARE 20 IN A CONDUIT WITHOUT PRIOR APPROVAL, THE WIRING WILL BE 21 20 1 z2 21 20 1 SPARE z2 CONDUIT, 23 20 1 4 23 2a 1. SPARE 2`I' CORRECTED AT CONTRACTOR COST, PANEL NOTES: PHASE TOTALS A: 6536 d�B: 6156 TOTAL CONNECTED VA 12692 PANEL NOTES: PHASE TOTALS 0: 3880 �B: 2770 TOTAL CONNECTED VA 6650 [HIGH ECTED VA (CODE N) 4310 @CIRCUIT CONTROLLED BY 20A/6P RELAY THRU PHOTE CELL. CONNECTED VA (CODE N) 0 D. ALL OVERCURRENT PROTECTION DEVICES (CIRCUIT ECTED VA (CODE Q $382 CONNECTED VA (CODE Q 6650 BREAKERS, SWITCHES) SHALL BE U.L. LISTED FOR 75® C. @CIRCUIT CONTROLLED BY BASKETBALL COURT CONTROLS, DETAIL E, E--2. TERMINATIONS. ALL WIRE RATING AMPACITIES BASED ON 75" C. ECTED VA (CODE R) 0 CONNECTED VA (CODE R) 0 (THHN/THWN) COPPER. NO ALUMINUM WIRE ALLOWED. ECTED VA (CODE K) 0 CONNECTED VA (CODE K) 0 E. ALL BRANCH CIRCUIT JUNCTION BOXES TO COMPLY WITH THE EL CONNECTED KVA 12.7 PANEL CONNECTED KVA 6.7 1999 NEC 370-•-16 FOR SIZE RELATED TO NUMBER OF WIRES PANEL DEMAND KVA 14.8 PANEL DEMAND KVA 8.3 INSIDE THE JUNCTION BOX. ANEL DEMAND AMPS 61.6 MOUNT PHOTO H-O A SWITCH ROOF WITH 0 PANEL'A FLASHING. 'PHOTO CELL BY-PASS' PANEL DEMAND'AMPS 34.6 F. CONTRACTOR SHALL SEND SWITCHBOARD SHOP DRAWING TO POWER CO. AMPS w/LCL 63.5 HIGH *.AMPS w/ECL 40.4 REPRESENTATIVE FOR APPROVAL BY POWER CO. AND CONFIRMATION THAT SWITCH GEAR COMPLIES WITH POWER CO. REGULATIONS. FIXTURE SCHEDULE BA LIGHT STANDARD BA. SEE DETAIL 'B' ON SHEET E--2 BB LIGHT STANDARD BB. SEE DETAIL 'C' ON SHEET E-2 C LIGHT STANDARD C. SEE DETAIL 'D' ON SHEET E--2 D LIGHT STANDARD D. SEE DETAIL 'F' ON SHEET E-2 E RECESSED DOWN LIGHT LITHONIA NO. VRR--32TRT-=-120 -WP--WL F LITHONIA C--2--32--120--E S_WG 1120V 4' STRIP WITH WIRE GUARD (W.G.) STORAGE SURFACE MOUNTED G KENNAL H99D--120--35 HPS--9500 SURFACE MOUNTED AT SHELTER (DETAIL, 'G', E-2) (0 VERIFY EXACT MOUNTING H LITHONIA C14 VG03--32TRT--120-DBNH�--TRS--LPI I EXTERIOR WALL MOUNTED. VERIFY HEIGHT 00 J HUBBELL VG 15--VW--1-13W--PL--120V d- WALL MOUNTED +8' Uj m Underground Service Alert z r"i Call: TOII FREE - 1 --800 6/09/14 0 I- REE ENGINEERING v � C) 227-2600 CONSULTING ELECTRICAL ENGINEERS HIRSCH &ASSOCIATES, INC, BILIILDJG ANIDANI® F E� PO Box 2849 Iz �, r1. 23272 Mill Creek Drive, Shite 2000 LANDSCAPE ARCHITECTURE&PLANNING (''t Q Laguna Hills, CA 92654 2221 EAST WINSTON ROAD,SUITE ANAHEIM,CALIFORNIA 92806 U (949) 752-1276 FAX: (949) 472-3702 Q ACCEPTED ____ Uj TWO WORKING DAYS BEFORE YOU DIG E—MAIL ee{�reedct�r .r1et P�ON �1�7��-�3�o FAx71 -��e� � NAM DA W WWW.HAILANDARCKCOM LA#1 71 0 DATE BY REVISIONS APP'D BENCHMARK SEAL: �" ' `� Designed B Drawn B Checked By � Drawing No. CONSTRUCTION RECORD. SCALE , f Sip 9 y y RECOMMENDED BY: C�r�T(/ `tZ ... DATE: F CITY 0 F' T E M E C U L�A DEPARTMENT OF PUBLIC WORKS 1 12 1� MH A BASE CHANGE AND PUMP ADDITION M Contractor RCD DESIGNATION: T--25-81 HorizontalG� NAVD 29, ELEVATION: 1305.535 Plans Prepared Udder Supervision Of C7 'II ACCEPTED BY: --0*— DATE: / o Inspector CACA UFO INTERSECTION IMSS NORTMEAAST ON RANCHO cHO CA FORNLA 1t�11'� THOMAS HARTMAN 1/12/15 THOMAS W. GARCIA SKYVIEW P A�� -� ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND Date CALLS CONTENTRO ROAD AT THE N.W. CORNER OF THE Vertical DIRECTOR OF PUBLIC WORKS/CITY ENGINEER Ode d INTERSECTION 54° N OF C/l, RANCHO CAUFORNIA ROAD; R.C.E. NO, 48279 m 45' W OF C/L CAU.E CONTENTRO, 28' N OF FIRE HYDRANT, / 1.5' w of P.P. (NO*) :.5° 5 OF WOOD FENCE ON CORNER Expires i re S ! / TEMECULA, ALIFO NIA wCUT BACK. A a t/�� BRASS DISK IN CONCRETE CYLINDER, PE N®. 7531 10 31 15Sht of . SET FIBERGLASS WITNESS POST V NORTH OF MONUMENT, Z I' . 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F" '.tip`+• °�1 i\ f ' ; ROOM FINISH SCHEDULE D C B A 1 2 3 4 FLOOR PLAN LEGEND KEY NOTES INFORMATION FLOOR WALLS CEILING NOTES 16'-O"j4 16'-O" PLAN/INTERIOR ELEVATION ELEVATION/SECTION T.O. ROOF'V T.O. ROoY NEW 8" MASONRY WALL _r PITCH PITCH KEYNOTES KEYNOTES � m � w w gym- I- l- w = 7'-0" HIGH 6" THICK 91 0 :2 a f- °C D U) E- W MASONRY WALL SURFACE MOUNTED TOILET TISSUE A 7/8 SMOOTH FINISHED STUCCO ON fy z 0 `L `s z 0 W `_ - C O DISPENSER. TYP. ONE PER TOILET STALL. WIRE MESH BACKING. EXPANDED METAL � z � z cn I� ;� � = C BACKING.( EXPANDED " " 9'-°-' REFLECTED CEILINGMANUFACTURER ASLIN TPD02DOWB-SS LATHE ON CEILING APPLICATIONS) 101 MAINTENACE ROOM S/CONC PB PB PB PB WD. 9 -4 9 -0 0 _ „ -. ::. :.....: .. .. ... : ...:.. ::: . ... ... .. : :.:. :.: .... ... . . ; .... '. :.:..;. D0200SR INACCESSIBLE GA , COLOR 90 :... .. 8.0. STUCCO .- B sTucco AND TP 55MANUFACTURER OME , „ •.: . •::.:•..-••:: •:.:.:•:;.':'... ..••' •: ••..• •::....::...•..•..•.• -;• ..::. . :._.::.< -• ::• .. .••. •.: •-:.. •: :: ..': .: :.,. :.. .•...:.. SOFFIT 102 ELECTRICAL ROOM S/CONC BB BB BB BB WD. 9%-419 :. .:.. ::: .;.. :.:. -. :::':.:.. .• .. .....: ......._.:. ... . -:.:::.:::.:.....:.v: =:'.::. ::.. ..., •:.... .. .: :. ::.' :- SOFFIT STALLS. ASPEN BASE PAfNT WITH DUNK „ PLAN LEGEND : NEED WASTE RE EP LE 8'-o •....•: :.. . .: .. ..:.::. :.:... • �•. -- .� .••'..�:...•...:::� '::• •.:•:'.:': �:.••.•:.::•�•:.' :•...•:•. .. 8 _o SURFACE MOU C TAC :...: :.: :.:. :. 4 EDWARDS OW 201 .P SNOW WHITE OR 103 WOMEN S RESTROOM S CONC PB PB PB PB WD. 9 -4 :: :' ': . . . ......:.. D :.. . ... .:.. D T.O. VENT T.O. VENT 1 X4 T&G WOOD APPROVED EQUAL. : :.:. ....:• :.: :-.. :..•.: ::. OPENING :.. ::` `;.' :.: OPENING :...... :. :. :. :' DRYER. MANUFACTURER 104 PLUMBING CHASE S CONC W MANUFACTURER BB BB BB 8B D 9 -4 ..... .: :. :: :.......: . :.. . :...:-.:.: / ::....-. ,:... ' . : : :. -... :..:.....:: .: ..:. : :.:: ..: .. ...: ::::� :: CEIL NG--STAINED ELECTRIC HAND DR :: `•-•• `� � - - ��� ��•�••� •��•�•�•'� O g LEDGER STONE VENEER MANLIER i, , „ " " A ......; .. . '. .: 5... . ....:. �....':::'-. ' .. ......:.:. . _ A 5 �..: : : .. ... :: ; ..s _ FAST AIRE OR EQUAL. 105 :. . :. :. :, ;.........: : :.:. '. 4 0 ...:. ::. ;: ..: .:_ ::.:.. : ': :. 4 0 » CORONADO STONE PRODUCTS MENS RESTROOM S CONC PB PB PB PB WD. 9 4 : . : >. r, 3. .. ::. ... . . t. : . . :...- 3. :. :. . .. :: ::` :. .... :.:: : :. ...: :::::•3:: :.:::;::::. ::: ,:=° . . ::.: 7 8 STUCCO W EXPANDED .:.. :._: ... :.. :.. .... . : : T:o. sTucco �� : . .. . . . :....... .: T. sTucCO , / SURFACE MOUNTED MIRROR. -- := :..-,.:<..:.., :. VIRGINIA LEDGER COLOR STORM BROWN . . . .. ...•.•'..•. MOULDING ter . .:.. .� .. -•'-�-��"•--'� :.•..'• .�..-: .:.'.��' .:���:..'' MOULDING •' METAL LATH BACKING 6 DOOR SCHEDULE DOOR ELEVATIONS 3,:-4„ :. . . 37_4„ SURFACE MO NTE�O SOAP DISPENSER. • OR APPROVED EQUAL. B T.O. STONE g •' CLAY TILE ROOF. MANUFACTURER S U DOOR FRAME SCALE 3/64"=1'-0" h::.° :. T.O. STONE 0 RECESSED LIGHT FIXTURE O C „ VENEER VENEER O :. EAGLE ROOFING . PRODUCTS CLAY TILE , : : :.:' :N PARTITION MOUNTED . SANITARY NAPKIN 3-0 1- 31-011 01-01$ :.. 0'-0" 4'-0" STRIP LIGHT O EAGLELITE CAPISTRANO SERIES OR U) Q FIN. FLR. FIN. FLR. 1 - F ® FIXTURE DISPOSAL. APPROVED EQUAL. w 1- ry z 11 LAVATORY. SEE PLUMBING DRAWINGS AND M w W v wELEVATION O D VENT WITH EXPANDED METAL GRILL TO :2 no _ _ ELEVATION 1 2 A3.0. O NOTE. BE PAINTED WITH DUNN EDWARDS DE D s z T 12 1 o FLOOR DRAIN SEE PLUMBING DRAWINGS 3/16"=1'-0" A2.0 3/16, '-0" A2.0 0 3. o SLOPE FLOOR TO DRAIN. 3037 ROCKY RIM OR APPROVED EQUAL. D101A B 3'-0" 7'-0" H.M. 1 3/4" H.M. „ O CUT CANTERA STONE. COLOR TO BE 6 1/2 1 TOILET. SEE PLUMBING DRAWINGS. PINO. SEE 5/A3.0. 10 �:/ URINAL. SEE PLUMBING DRAWINGS. F HI LO DRINKING WATER FOUNTAIN. A BC D A B C D 12 D 102A B S-0" 7'-0" H.M. 1 3/4" H.M. 7_ 1, WOMEN MEN 16 0 16 0 O MANUFACTURER HAWS, MODEL 11 19F T.O. ROO T.O. ROOH 13 7'-0" HIGH 6" THICK MASONRY WALL STAINLESS STEEL, NO.4 SATIN FINISH. D103A A 3'--0" 7'-0" H.M. 1 3/4" H.M. AO BO PITCH EQUILATERAL TRIANGLE O SEE PLUMBING DRAWINGS. 12 � CIRCLE, SEALED CONCRETE FLOOR. D104A B 3,_0„ 7'_tJ" H.M. 1 3/4" H.M. NOTE: 1/4" THICK. 1/4" THICK,12" SIDES 14 5'-0" ACCESSIBLE- TURNING RADIUS. G ALL DOOR TO BE PAINTED WITH DUNN EDWARDS DE 3037 ROCKY C � AND VERTEX POINTING D105A A 39-019 7 -0 H.M. 1 3/4 H.M. RIM OR APPROVRD EQUAL. go Olt 9'_0" UPWARD 15 ACCESSIBLE GRAB BAR. N 1X4 TONGUE AND GROOVE WOOD O CEILING STIEN. .. .... .:.. -. : ...:..::. . .,: ... .. :.:: :.. .... ... ::...:... .: . : ... :....:• :, . B.C. STUCCO : B.o. sTucco • DOORWAYS LEADING TO TOILET ROOM „ : SOFFIT .< :. ..... ..'.... :..,_ :' "• SOFFIT 8 MASONRY BLOCK. SEE ROOM FINISH LEGEND SHALL HAVE THE FOLLOWING 16 HI/LO DRINKING WATER FOUNTAIN. O : . :. :. ... 8 -o : • ::.....::_:,.::. :.. ,:::. ...... : . ' 8 -o IDENTIFYING SYMBOLS CENTERED ON .: . .: . .:. :. : ..-.. . :. .:�... :.. .. . ..: MANUFACTURER HAWS, MODEL 11 19FR ERE INDICATED ON PLAN. >•a_. :. ..'.: •:'•.. :'' :: ..:...: T.O. VENT :.... . . :. D :: -:. T.O. ENT FLOOR . S CONC=SEALED CONCRETE FLOOR ::::: _ : : = ' : ' :: : 'r: : ;:: : . : D THE DOOR 60 -ABOVE THE STAINLESS STEEL NO.4 SATIN FINISH. L M 3. _ .. � .3�:� ILLWORK WH • OPENING , . .::....:..° OPENING A3.0. AND IN A COLOR AND CONTRAST SEE PLUMBING DRAWINGS. .. ..- ...• . :. •... .:. :.- �.. - .:•- -:r ....:...2;:.' .• •.• :. -:.....,...:•.-••-..• ':. •.•'.'. �••. ..-.•.::. .d= . .. . I RE. SEE A :: :.:..:...:.._: '.. :.._ :. ; ....._.. .:. ,_ „ A :.: ..... : :: 2.•. 4 -o DIFFERENT FROM THE DOOR. SIGN PB-PAINTED MASONRY BLOCK, (COLOR SEMI-GLOSS WHITE) : : .. :. ; . 4 0 _ ROOF OVERHEAD. SEE REFLECTED M E :. . 3:. :.:. : .: : 17 ELECTRICAL DRAWING. T.O. STUCCO T.O. STUCCO SHALL BE RAISED LETTER AND CEILING E - :.::..: :.= : . ':_ :.:...:.. . .:. .. .... .. ... ..: : .; : . .:..... MOULDING E MOULDING ACRYLIC DOME SKYLIGHT. B.B=MASONRY BLOCK TO BE LEFT BARE ` - ACCOMPANIED BY BRAILLE IN 30x48 ACCESSIBLE CLEARANCES. N 3'-4" 3 -4 18 MANUFACTURER AMERICAN SKYLIGHTS B T.o. STONE B T.O. STONE ACCORDANCE TO UBC SECTION WD.=1X4 TONGUE AND GROOVE WOOD CEILING- STIEN VENEER VENEER 11178.5 19 FLOOR DRAIN SEE PLUMBING DRAWINGS. MODEL "CM". 0'-0" D102 D101 0'-0°' • SIGNS SHALL BE ALUMINUM O HM=HOLLOW METAL FIN. FLR. FIN. FLT. � <8> HOSE BIB. SEE PLUMBING DRAWINGS. NOTE. 2p WORK BENCH. SEE 10/A3.0. ELEVATION ELEVATION • MOUNT ACCESSORIES PER TRASH RECEPTACLE WITH GALVANIZED 3 r4�� MANUFACTURES RECOMMENDED � FIRE ACCESS ROOF HATCH. 26 CAN. MANUFACTURER, QUICKCRETE 0 PROJECT DATA 3/16"-1'-0" A2.0 3/16"=1'-0" A2.0 HEIGHTS AND IN ACCORDANCE WITH PRODUCT QS PS2532W. 1 A.D.A AND CALIFORNIA ACCESSIBILITY � (4) 3" CONDUIT FOR IRRIGATION 2 HOLLOW METAL PARTITION DOOR WITH REQUIREMENTS INDUSTRIAL GRADE PIANO HINGE. BLDG USE RESTROOM AND 1 2 3 A3.o ACRYLIC DOME SKYLIGHT. MANUFACTURER STAINLESS STEEL DOOR AND HEAVY MAINTENANCE 23 AMERICAN SKYLIGHTS MODEL "CM". 28 DUTY HARD WARE WITH CONTINUOUS C 4 MOP SINK. SEE PLUMBING HINGE. PARTITION DOOR MANUFACTURER TYPE OF CONSTRUCTION TYPE V N A A GENERAL PARTITION OR EQUAL. DRAWINGS. OCCUPANCY TYPE B 6 - SQUARE FOOTAGE 576 S.F. A3.o 1 3. 1 2 3 A2.0 4 101-0,7 5,-411 .8 10,_077 RESTROOM B B -�", -- '" s �, 00 ACCESSIBILITY REQ. _ F - �) '' i ii 1 if , I1 ! !! 1 I1 3)-4$1 1 4 6'-811 3 -4 3 -4 3 -4 4 -0 KEY: A. ADULT DIMS. 1 , ' 1 A A DIMENSIONS A A3.o 1 :`.; r-� :► _ 3' D101A D1o2A ® A3.0 R. I ° TOILET CENTERLINE 18 9'-4" 9'-4" ` 9'-4" e J20 ,.� FROM FINISH FACE OF 0- T.O. MASONRY r B.O. CEILING ♦ / B.O. CEILING ELEROTORMCAL 2 WALL C OPENING FINISH MATERIAL~ / ► ~� FINISH MATERIAL a. / ( MAI ROOMNCE 1 I 2 ♦..-- �--- H 12 00 I I TOILET SEAT HEIGHT 17"-19" H I I 3. A 4 A ►.: H o I 0 I SIM. 8'_0» 3. 8,_0„ O A2 101 102 (DIM TO TOP OF SEAT) D B.O. MASONRY �6 K D D T.O. MASONRY 1 2 TYP. 10,_8» 8 1_4„ 9,_411 GRAB BAR LOCATION _4 - - - - I OPENING 12 MAX VARIES (SIDE) 0.OPENING / ARCH STUCCO �► / X._ ,_ I D104A B •. �, 6 8 NAPKIN DISPOSAL IN 12 MAX 1 3 B.O. MASONRY 1 2 3 4 �' 3 OPENING4. FRONT OF TOILET A3.o A I z o 11 .I o 11 DISPENSER 0R MIRROR 40 MAX :o I ►� r o '``' 5 TYP. 0 3'-0" d LAVATORY SINK TOP 34" MAX ROOF PLAN v 4 r .' 3 -� 1 TYP 15 ^ - 2 A2.o HEIGHT 1/8"=1'-0" A2.0 p ) 1, 28 TYP 13 13 ' A2.0 7 2 -10 „ :►..•. :>.... Ilk 4,_0,1 >.p 00 PLUMBING d- LAVATORY/SINK KNEE 27 MIN- 1 2 3 4 T.O. STONE 8 6LLUI 111111111111111111 L i CHASE 00 ^1 , �> ( co N 104 19 ^I N CLEARANCE F VENEER i o A2. _ 28 1 - DRINKING FOUNTAIN 36" MAX .».. ♦ ». r� 8 11 12 8 BUBBLE HEIGHT - A ''>' A 1 g � Q 10 / ESTROOM� DRINKING FOUNTAIN 27' MIN :•:. x .: B WOMEN'S I l 5 I KNEE CLEARANCE K _� z :'" ,b L I RESTROOM 1 cv 16 9 LAVATORY/SINK TOP 34" MAX K 103 1 5 3 5 I 14 600 HEIGHT 14 B G N G G C LAVATORY/SINK KNEE 27" MIN 00 CLEARANCE o'-o" 0'-0" o'-a" ` NCE 4,_8„ 54„ ,_0,f 5,_4,7 ) 4,_8„ d FLOOR e �: :. p FLOOR FINISH FLOOR '� DRINKING FOUNTAIN 36" MAX �" . -0'-6" 12 12 1 BUBBLE HEIGHT ►: . ( A3.0 D103A D105A A3.0 1 FINISH GRADE d- ,n DRINKING FOUNTAIN 27' MIN A3.o KNEE CLEARANCE ■ ■ A •p' e. q e. • aD •.e. •D •O .,D e r URINAL LIP HEIGHT 17" MAX I D ,. O URINAL HANDLE FLUSH 44" MAX C HEIGHT 3� I N + ,•: WALL SEU`O�TIONKTo--� WALL ST TI 11 WALL SECT10Nrj2 37_4„ '-4 37_471 g,_41, 31_4„ ,_4, 3,_4„ DIAL TOLL FREE 1 2 =1 -0 A2.0 1/2"=1'-0" A2.0 1/2"=1' 0" A2.0 11 1-800-266-2700 1 2 A2.0 A2.0 4 AT LEAST TWO DAYS Q �"'� BEFORE YOU DIG 1 2 3 1 4 the 1 be/ i. group ('� A3.0 FLOOR PTAH d.../ rl3 BUILDING AN SAFETY • Architects UNDERGROUND SERVICE ALERT R.C. PLAN 0 9 Stephen M.Albert AIA C-9412 1/4"=1'-0" A2.o 0 E SOUTHERN CALIF 0 R N I A 3635 Hayden Avenue,Culver City,Cailiomla 90232 AC C E PTE D 1/8"=1'-0" A2.0 Tel:(310)837-8863 Fax(310)837-8776 R A 'CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCHMARK SCALE SEAL: Ns�-a ARCDesigned By Drawn By Checked By Project No: 0223 STEVE ALBERT' CJC STEVE ALBERT RECOMMENDED BY: DATE: C TY OF TDEPARTMENT OF PUBLIC WORDS Contractor RCD DESIGNATION: T-25-81 STEVEN M. NAVD 29, ELEVATION: 1305.535 Horizontal ALBERT I .FROM THE INTERSECTION OF FRONT STREET AND RANCHO Plans a n s Prepared Under Supervision Of ® 1 o� T Inspector CALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA ACCEPTED BY. ' DATE. NEIGHBORHOOD PARK A2w0 ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND Date RON LD J. PARKS DEPUTY DIRECTOR Date CALLE CONTENTRO ROAD AT THE N.W. CORNER OF THE No, 941 STEVE ALBERT OF PUBLIC WORKS Completed INTERSECTION 54' N OF C/L. RANCHO CALIFORNIA ROAD; Vertical �`T FLOOR PLAN, ELEVATIONS, WALL SECTIONS 45' W OF C/L CALLE CONTENTRO, 28' N OF FIRE HYDRANT, REN.5-31-05 �� 1.5' W OF P.P. (NO*) 1.5' S OF WOOD FENCE ON CORNER T O CUT BACK. A 2 1/2" BRASS DISK IN CONCRETE CYLINDER, N.A. F �� CAl\� No. C 9412 Expires 5/31/05 R.C.E. No. Expires rA' TEMECULA, CALIFORNIA Sheet 18 Of 23 DATE PRINT. DATE 1 .12.0 5 SET FIBERGLASS WITNESS POST 1' NORTH OF MONUMENT. t -2"X4"X1/4" STEEL ANGLE (2)2x6 SHAPED PRESSURE > '' TREATED WOOD NAILER 4" LONG BY FABRICATOR, BOLT TO WALL. PROVIDE " .••; ;.'��•,'.. ��,' CEMENT MORTAR � •'D. .°® ° CUTOUT FOR STRIKE. ' • ' ';r' '" ° ►°'' ' ,> 3'-6" MOUNT HEIGHT pd,n :.. CLAY TILE ROOF. • •' _ .': •••• ..• ' '' • -8 MASONRY BLOCK WALL 17"MIN. •: '•';:', ; ,.� MANUFACTURER "EAGLE A.F.F. _ •K:'•'' j ROOFING PRODUCTS CLAY *' -7/8" SMOOTH FINISHED 4' ►' --STAINLESS STEEL FAUCET, •• :y ��' TILE", EAGLELITE STUCCO ON WIRE MESH : : 3/8" HILTI DRILLED SEE MECHANICAL CAPISTRANO SERIES OR °;:i; BACKING.(EXPANDED METAL ANCHOR. MIN EMBED 2 ". APPROVED EQUAL. o LATHE ON CEILING o 1/4 LAVATORY. SEE PLUMBING / ,., • � APPLICATIONS) DWG. .... 2 LAYERS OF #15 "OMEGA", WELDABLE GATE BOX BY �::' :. `. 8 -0 •• BUILDING PAPER MANUFACTURER 'KEEDEX' K-BXSGL �.''' r. r'' ''�;.'�' B.O. COLOR 90 ASPEN BASE , --- -�.-- '►'' '}' •�` •'` '''''••�► PLYWOOD SHEATHING PER MASONRY PAINT WITH DUNN EDWARDS HOT WATER INSULATION @ STRUCTURAL OW 201 .P SNOW WHITE OR DRAIN LINE W/ NO SHARP ' ''► APPROVED EQUAL. ( � 2X2 TUBE STEEL GATE '' ,►': OR ABRASIVE SURFACES. 79 j FRAME. `•'. ; FLAME SPREAD RATING NOT '�.. ,:::; --1/4 PLYWOOD SHEATHING s _ TO EXCEED 25 AND SMOKE DENSITY NOT TO EXCEED e'.• BLOCKING AS REQUIRED TO `M 450. BEAM PER STRUCTURAL MATCH ARCH HEIGHT N 10, t A' ►', - CLASSROOM DEADLOCK 600 SERIES B663P BY OVARIES :. NOTE SCHLAGE KEY TO CITY .,' LOCKED POSITION DURING SYSTEM B.O. • e a, e► ®; :• .•. DRIP EDGE p .. p ••'•w Q ► .. ' e: �•. •.e« STUCCO FINISH OPENED HOURS• SCALE SCALE SCALE SCALE - TYPICALCLAY ROOFATRIDGE „ -DOOR DETAIL „ ,-0„ 12 DETAIL TILE 3 _ -a ARCH DETAIL 3"_1, -a6 1 PERFORATED METAL PANEL SKYLIGHT COUNTER FLASHING 7/8 SMOOTH FINISHED a 7/8" SMOOTH FINISHED ATTACHED TO TUBE STL. CLOSED CELL BLOCK ° STUCCO ON WIRE MESH ° ' CHIMNEY SADDLE: P. ' ' STUCCO ON WIRE MESH @ JAMB TYP. 4 BACKING. EXPANDED METAL °, BACKING. EXPANDED METAL PREFINISHED ( „ ,p . FRAME W/1 FLAT BAR ( ) �, CEILING NG STOCK WELDED ON BOTH GALVA�UME/GALVANIZED LATHE ON CEL ° LATHE ON CEILING SIDES. 4"x16" CHIMNEY SADDLE, 4 D 6 APPLICATIONS) e�' ' ' ' APPLICATIONS) CONFORM TO FIT AND APPLY a Nic MANUFACTURER "OMEGA", MANUFACTURER "OMEGA", HEAVY DUTY HINGE SEALANT TO BEND UP a,D °' :'D, i COLOR 90 ASPEN BASE, SLOPE COLOR 90 ASPEN BASE, (3 PER GATE} INTERIOR DECRA TILE ROOFING METAL : , ' > d ' 1i8 31/2 _ PAINT WITH DUNN EDWARDS PAINT WITH DUNN EDWARDS WELDED TO FRAME ( } ;'a'', ,� 9 LO OW 201 .P SNOW WHITE OR _ OW 201 .P SNOW WHITE OR IN FASTENERS. �' APPROVED EQUAL. :° N APPROVED EQUAL. USE MIN. 6D COMMON OR 00 8D BOX CORROSION , RESISTANT NAILS OR #8 : ,� .'p - DRIP EDGE CORROSION RESISTANT 2x2x1/4 CONT. METAL SCREWS. NAIL HIP AT TWO �'' ° ' ° ANGLE CONT. CUT CANTERA POINTS THROUGH FRONT STONE. COLOR TO BE - - - - TURNDOWN. '� >f> 18 GA. STAINLESS STEEL P ° a EXPANDED METAL WELDED PLYWOOD SHEATHING PER TO 2x2x 1/4 ANGLES TO 1 "X 1 ” TUBE STEEL STRUCTURAL 1 /2" MORTAR ' p:' SLOPE WITH DUNN INTERMEDIATES. • 2 LAYERS OF #15 •®°.': •,�',.�� ��� gDWARID TDDE 3037 ROCKY BUILDING PAPER ° • _ -LEDGER STONE VENEER. 1/ 2" WOOD BLOCKING • . �'�° '� •, • '' . ������� RIM OR APPROVRD EQUAL. -- MANUFACTURER "CORONADO - SCHOOL DEADLOCKPRODUCTS , STONE is; SEE DETAIL 9 ON � • � ► '� " ' e . I COLOR •• ' � FIBERGLASS MESH AND THIS SHEET ► g °•� .,,.....�.� . �.. , • • ° { - VIRGINIA LEDGER, e • ���� CEMENTIOUS FINISH TYP. 1X4 TONGUE& GROOVE STORM BROWN OR (EXTERIOR) WOOD CEILING PER CEILING Q -_ `r' APPROVED E UAL. " RIGID FOAM SHAPE NOTE JOIST SPACING. LOCKED POSITION 8" MASONRY BLOCK WALL :° DRIP EDGE DURING CLOSED HOURS D °" - 8" MASONRY BLOCK WALL SCALE SCALE SCALE SCALE JAMB A-IT GATE (HEAD SIM.) 11=11-011 11SKY -- STONE VENEER DETAIL -- 011 5 VENT DETAIL , w 2 3DETAIL „_ ,_ „ 30=1 3 —1-a 1 112 —1 0 2 LAYERS OF #15 BUILDING A-3.0 PAPE R PLYWOOD SHEATHING P E R 1, „ 11_4„ 11-4111 " 1, „ �, ...,.�. ..�.. �►,.�,.. . �.-, :. STRUCTURAL PLYWOOD CABINET DOOR 18" ASTM TYPE 30 FELT % :� 3 f A. PLYWOOD SHELF PAINTED WITH INDUSTRIAL PAINTED WITH INDUSTRIAL �! CLAY TILE ROOF. MANUFACTURER Ile GRADE GREY PAINT GRADE GREY PAINT ;: :: :;� "EAGLE ROOFING PRODUCTS CLAY • RECESSED LIGHT _ FIXTURE-SEE ELECTRICAL —I TILE", EAGLELITE CAPISTRANO 1 .I1DRAWINGS ►. SERIES OR APPROVED EQUAL. r 11 47 A C CONT. SAVE CLOSURE STRIP PLYWOOD CABINET DOOR 3/4 PLYWOOD SHELF PAINTED WITH INDUSTRIAL : :- : ::.....:.... ' .."' PAINTED WITH INDUSTRIAL PLYWOOD SHEATHING- �^ CONT. 24 GA. G.I. FLASHING , � ,' N N GRADE GREY PAINT GRADE GREY PAINT ..`...:,...� PER STRUCTURAL ^•'' �: SMOOTH FINISHED STUCCO ON E. 7/8 N N HI ATR S LD E 3 4" PLYWOOD COUNTER ''� WIRE MESH BACKING.(EXPANDED METAL / ::� 2-0 3 4 PLYWOOD COUNTER �. ,: ;:: •:.:: :- PP (CATION / LATHE ON CEILING A L S) 78 SMOOTH FINISHED R E R OMEGA , COLOR 90 e N ASPEN BASE, PAINTINT WITH DUNN ON WIRE MESH ( : r 1 .P SNOW WHITE OR cs 201 .P ��' T EDWARDS OW XPANDED METAL B ACKING. E 1,_Q„ 1,_(1" 1,_a" 1,_0" .::. r.....,..:._.:::::::::.:::::.,:: :::: :a�...... ....f. APPROVED EQUAL, -.: �.: :.�. �.:...�...... LATHE O N CEILING • 10 01 *01 01 Q a �A�I l��t.�s5 Ort=�G- � � � A P P L I CAT I O N S) • '`' bl MOP SINK. SEE PLUMBING �' MANUFACTURER "OMEGA", RIGID FOAM SHAPE DRAWINGS. N COLOR 90 ASPEN BASE, FIBERGLASS MESH AND PAINT WITH DUNN EDWARDS CEMENTIOUS FINISH,TYP. OW 201 .P SNOW WHITE OR 8" MASONRY BLOCK WALL N a, P-LAM SHELF APPROVED EQUAL. 5/8" TYPE 'Y' GYP. BOARD B �- CEILING SCALERECESSEDSUALE SCALE SCALE LIGHT FIXTURE DETAIL __MILLWORK ELEVATION �ILL�GR� E�TIGN _ 4 DETAIL _ 112 -1 -0 6 -1 -0 11 ; • DIAL TALL FREE 1-800-266-2700 AT LEAST TWO DAYS 7 BEFORE YOU DIG the albert group BUILPING SAFETY Architects UNDERGROUND SERVICE ALERT Stephen M.Albert AIA C-9412 OF SOUTHERN- CALIFORNIA 3635 Hayden Avenue,Culver City,California 90232 ACCEPTED l Tel:(310)837-8863 Fax:(310)837-8776 19YAT It CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCHMARK SCALE SEAL: �NSED ARrry? Designed By Drawn By Checked By Y: ATE: OFDEPARTMENT OF PUBLIC WORKS Project No: 0223 STEVE ALBERT CJC STEVE ALBERT RECOMMENDED B D CITY Contractor RCD DESIGNATION: T-25-81 STEVEN M. NAVD 29, ELEVATION: 1305.535 Horizontal ALBERT Plans Prepared Under Supervision Of T 1494 FROM THE INTERSECTION OF FRONT STREET AND RANCHO ACCEPTED BY: DATE: j Q C Inspector CAUFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA A3 , 0 ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND Date RONALD J. PARKS, DEPUTY DIRECTOR , NEIGHBORHOOD PAR ('\ Date CALLE CONTENTRO ROAD AT THE N.W. CORNER OF THE No.C941 STEVE ALBERT of PUBLIC WORKS g • DETAILS CompletedINTERSECTION 54 NOF C/L, RANCHO CALIFORNIA ROAD; REN Vertical tS 459 W OF C/L CALLE CONTENTRO, 28' N OF FIRE HYDRANT, J` .5-31-05 1.5' W OF P.P. (NO*) 1.5' S OF WOOD FENCE ON CORNER %' 4Q` Q ^:;rr CUT BACK. A 2 1/2- BRASS DISK IN CONCRETE CYLINDER, N.A. OF CA��F NO. C 9412 5/31/Q5 1 "! ® �� ��� .•198�':d 1 R N (A DATE PRINT DATE 1.12.05 SET FIBERGLASS WITNESS POST 1' NORTH OF MONUMENT. Expires R.C.E. No. Expires ►. TEM EC U LA, CAL_ O Sheet 19 of 23 v W N OTE: Z Z Ztn 0a dW W:r< OF--jWW =o0Zn_-= �Z_Ji)f owZ03;tn� FOR"GENERAL NOTES " c Wxoozy�o°�Z°Z 1 2 3 4 SEE SHT. S-3 woo 4m0�oWWI-�0U 2 1 `MW I._<MWMWWv-9E �w t- 4 TYP. a ou'op� W�W Cr S2 S2 o`t%u..LIJ =crsU� 2'w iz Z=nMW F32 F SHEATHING uwwwwwzmm _> =w e i SYMBOLS LEGEND Q9MO or=Q= I LYWOOD C - D EXT. INDEX Z Z W W FJ°000 C9Wd=F-=wWOF- U~ LEGEND. W_Z „ „ " 000=cel_ el_ 0ZWU A - - -- - A wi10d NLS. 4 4 10 o.c. - - W Q~Z 0� W - - - - FOOTING (SEE PLAN FOR LOCATION) ; Z� W�==WQ�=Z K ALL UNSUPPORTED EDGES �` - - m vwi Z o�W~,0w < — -- — �, FLAT BLKG. TYPICAL ❑ USE SIMPSON LSSU28 HGR. AT HIP ROOF TYP. d- dZ z W -'-r W N W I I 5 BLOCK WALL Woo-gQUZ=— WZU � Q� 2 2x10 No.1 x10'-0" LONG CONTINUOUS FASCIA WITH F21 �- T 10x10x3/8 I r ,�-� I SIMPSON A35 AT EA.ROOF RAFTER (® N)WOOD POST-SEE PLAN FOR CALL-OUT. . U 1 Q TYP.EA. z° ci SIM. ,�� ( WOOD POST ABOVE/K.POST-SEE PLAN FOR CALL-OUT. _ CORNER 1 I SIM. , �' 5 ' ROOF FRAMING NOTES 3 2x6 No.2 CEIL. JOIST 16"o.c. I I 5 N •�► I ❑ SPAN DIRECTION FOR FRMG.(FLR./ROOF) L'' S2 I I. SEE ARCHT. DRWG'S FOR ROOF SLOPES ® 2-2x6 No.2 CEIL.JST. @16 o.c. NAIL JOIST TOGETHER LENGTH OF SHEAR WALL B B w/ 16d a�12"o.c. STAGG. AND DRAIN LOCATIONS. - � 7 (C.T.V) CONTRACTOR TO VERIFY THAT INFO CALLED OUT *01 2. SEE ARCHT. DRWG S. FOR ROOF ELEVATIONS. I I 3 3 I I 4. ALL HARDWARE BY"SIMPSON" OR EQUIV. ® CONC. BLOCK LINTEL SEE s2 MATCHED WITH THE EXIST.SITE CONDITION,IF THE I I I 52 4 S2 4x4 K.PO T 4 I I APPROVED. EXIST. CONDITIONS DO NOT MATCH WITH PLAN 52 I TYP. S2 I ® SIMPSON "LS?0" EACH BEAM CALL OUR OFFICE PRIOR TO STARTING THE WORK. 5. SEE ARCH. DRWG S FOR TOP OF ROOF SHTG. I ( 6 m I I I ELEVATION TYPICAL. EXISTING 21x,8 No,� R.R. @ 16"o.c.TYP. SIM. N W ROOF RAFTERS SIM. E NEW I ��� I ) 1 I I N I I 1 TYP.UNO) TYPICAL UNLESS NOTED OTHERWISE S2 I I 4 i 4 I I S2 HDR. HEADER HGR. HANGER 4 TYP. I 52 I 5 R.R. ROOF RAFTER 9 I S2 B.N. NAILS AT PLYWOOD DIAPHRAGM BOUNDRIES S2 I I 3 I ( (E.N.) NAILS AT PLYWOOD PANEL EDGES SAME AS BOUNDRY NAILING Q Q g Q Q I S2 I S2 1 I (SIM.) SIMILAR 5I ,Q _ i C I I C o.C.) ON CENTER S.S.) SELECT STRUCTURAL �%� TYP I 6 3 � ( T.G.) TONGUE AND GROOVE S2 2 ( i 5 I E.W.) EACH WAY 13 1 I ( A.B.) ANCHOR BOLTS TEEL BEAMI I I TS 10x1 /8 CONT.) CONTINUOUS — LL AROUND TYP. CONC.) I I CONCRETE _ — I — � _- - - - _ -_ (FTG.) FOOTING 0001 D (BLKG,) BLOCKING ROOF RAFTERS /Z CONC.BLOCK LINTEL 1 S2 1 2 3 4 REFLECTED ROOF FRAMING PLAN SCALE: 1/4" = V- 0" 1 2 3 4 J_ Q 10UJ cc UJ O 2,_0„ S2 2,_0„ Q (L J F `tU CL Ep 121-011 I W WI � o O E- I I TYP4tI tr Q CD §2 I I 21_6„ 21 _611 B - - B FOUNDATION NOTES th I— -1 ( " 1. VERIFY A DIMENSIONS w/ARCHT. DRWGS tt 2-0 g 2-0 ALL S V 0) 12 ( 2'-0" ( 2'-0" TYP. S2 2. SEE ARCHT. DRWGS.FOR FINISH FLR. ELEV., •0 TYP. 12 I ( 12 SLAB SLOPES DRAIN LOGATIONS,CONCRETE I 52 SIM. I I •,,,� � g `�' ( SIM. S2 S2 CURBS,ETC. Oto I �- — -I L I 3. ALL FOOTINGS SHALL BE FOUNDED MIN.24" bo b. BELLOW ADJACENT FINISH GRADE & MIN.24" V r•. � S2 I I INTO APPROVED FIRM SOILS AS ,#?+� `� N ._ co 0 I , „�1 -I2'4011 10 PER CITY CODE C\I I— 2-o I I 52 EX EXCAVATIONS d- a A I ( — J ( 4. ALL FOOTING TRENCHES & G T.- 2 8 GONC.BLOCK WALL ( I I I SHALL BE APPROVED BY THE CITY BUILDING > GROUT SOLID w/#5@16"o.c. V_ ( I 7 I (_ I I INSPECTOR PRIOR TO POURING CONCRETE. X lu HORIZ.&VERT.TYP. 5. CONTINUOUS INSPECTION IS REQUIRED FOR �C .. cc l I I S2 2� 0, ( I 4) U_ ri — — L_ — CONCRETE BLOCK WALLS. �C � - 6. ALL FTG. &WALL REINF. SHALL BE INSPECTED .�_, a) co C C BY A LICENSED DEPUTY INSPECTOR. 2 V .tZ < 00 7. FOOTING SHALL BE FOUNDED INTO 90 !o I2-6 APPROVED COMPACTED SOILS OR :rz F{ � I 2'-6" 12 TYP. 12 ( FIRM NATURAL SOILS. a � �+°a S2 52 S2 I "13 I2-° — — — I "k o Q a: M _• I ( s, tU Drawn by: Print dates: �- 11 10 11 10 Ln M 73CONCRETE SLAB ON GRADE 52 s2 52 S2 Checked by: 51Cn CD N 4" THICK CONC.SLAB ON GRADE. o p CONC. Fc'= 2500 PSI @28 DAYS. USE #3@16"o.c. .EACH WAY. 1 2 3 4 01-11-05 Jab Number: PROVIDE 4" SAND w/10mil.VISQUEEN 10-08-03 5. LAYER UNDERNEATH THE SLAB. Ki SEE A-RCHT.DRWGS.FOR FINISH FLR.ELEV., Project No: p LOCATION OF DRAINS ,CURBS, FOUNDATION PLAN PROGRESSIVE CONSULTANTS,INC. File No: Ch STRUCTURAL ENGINEERING PLANTERS,SLOPES,ETC. SCALE: 114" 1'-0" 19634 Ventura Blvd Suite 321 Tarzana,Ca.91356 m = p (818)898-2250 Fax(818)996-4078 Sheet: THIS PLAN I WHICH SIGNS CONT PREPARED THS P Pub H A OOFICTED OR LIMITED n suai USE. THE SOLE 1 AND DESIGNS CONTAINED IN THIS PLAN SHALL BE RESTRICTED FOR THE ORIGINAL SITE FOR i RE-USE.REPRODUC71ON OR PUBLICATION BY ANYMETHOD IN WHOLE OR IN PART IS PROHIBITED UNLESS WRrTTEN PERMISSION WAS BEEN OBTAINED FROM PFIOGF EWA CONRLTANT4 Nuc 20 of 23 DO NOT SC;AI F MAWINGS PL.3/4"x1 6"x7" w/ W 4-16d NAILS 2-3/4"O(A307)x 16" �, a z EA.FASCIA2xFASCIA LONG ANCHORS o_~JWW W6.0 2XSHAPED BLKG. w/ TYPICAL ~wQ=�- W ZJta: owz 3 SIMPSON (6ZWX68Zgb "0Z Z 3-16d/BLKG. "A35" FLAT SIMPSON MST48 9, 99 3 „ wMn _�c.aozc,�zwo SIMPSON LS70 STRAP EA. WAY EA. BM. TYPICAL 3000 PSI 6 CO- _4=3 3Qq� azo @EA.R.R. 1 6xCEIL.BEAM w W_ �, M9 1 h" LEVELING S2 �QW *'W3�"E� SIMPSON 2-5/8 Ox5 GROUT 1f PL.EA.SIDE a ����=�Z �v�w " zo40in w w � ou,�WW c=n(n w LAG, SCREWS ��n��WW�W��'o3W 3— �h0 W>QUtnZ A35 FLA B.N. @4 O.C. A A z0WCLW= -' @EA.BLKG. HIP NOTCH BM. W� � L 3x3x3 8x6 LONG NIP BM. 000�- 0���3���� 0.C. 3 99 3 „ / 6 / , z=�.00=sw4 �z m ~OvW,Uf-I-0 1 4199 ,l j,/ a��az_JZW0WI-vwirw s9 3 16 299 :..:; , ..:..'\.....:...., ......'� TZ ffi3M�UZ=— W80 SIMPSON"1616 T" / aW�4oc�o3o0~� —#5 CONT. HIP B M STRAP @ EAC H 6 TS 10x10x3/8 1 POST TYPICAL D 4x8 NAILER SEE 13 FOR S2 PLAN "A-A" 2— x48" w/3/4ItOBOLTS END CONN. 99 8"CONC.WALL POST 1/4 x16" LONG 6 SIMPSON U26 X 100 GROUT"SOLID SIMPSON "BC" POST BOLTS@24"o.C. HGR. #5@16 o.c. HORIZ. BASE —TYP.EA.POST » AND VERTICAL 2-#5 2-5/8"0@8"O.C. 3/16 2 C.L.WALL EACH L L 6x4x3/8x1 1 "LONG @4'-0"O.C. PLAN 6xCEIL. C.L.WALL #5@16iso.c.VERT. AND HORIZ. 8" CONC.BLOCK WALL—GROUT SOLID 4 CONT. FULL HT. #3TIES@ 4—# 5 VERT.@ EA.SIDE FOR 90' HOOK 8"o.c.TYP. g<1<1<q q q " WALL OPENING 6'-1'T010'-0"& LAP= 36 MIN. f. " " MIN. 6—#5 VERT.EA.SIDE FOR WALL WHERE REQ'D. 16 MAX. /0 21/" C.JST. 1/4 399 1 "CLR. OPENING 10'-1"TO12'-0" 2 # 5 EACH PL.1/" EA SIDE w/ BEND REINF.AT WALL 2�4' 2—#5 w MATCHING — 2-3/4"0 BOLTS INTERSECTION SEE 8 23/4' ° / —— — — — — 7 4 52 ADD 6 # 5 HORIZ. - DOWELS TYP. NOTE: ADD 4 # 5 HORIZ. FOR OPENINGS SIMPSON "U" I FOR OPENINGS 10'-1" TO 12'-0" VERT.REINF.w/ A A WALL MIN. LAP= 48x DIAMETER TYPE HGR. ( 6'-0" TO 10'-0" ff MATCHING REINF. DOWELS ` 4x8 LEDGER w ,, 6xBM. " AT 4-#5 VERT. • / I 9, 5 ADD 2 # 5 HORIZ. " ... „ „ ,9 . 24"MIN. 3/4"0 A.BOLTS I I FOR OPENINGS ff g $ AT END 24 MIN. 100 @24 O.C. �::� w.� .. LESS THAN fi —0 PLAN — — — — '-6"MIN. 2X ° VERT. 1� / CONC. TYP. f REINF. ' I I 2—# 5 VERT.@ EA.SIDE 2a __ BLOCK WALL TYP. U.N.O. ON PLAN FOR 8'-0" 1 MIN. I > » ° ss OPENINGS 6'-0" OR LESS A /� MAX. A - A 6» 4 r/ CLR. -- 2#5 MIN. DOWELS TO MATCH 4 AT 6-#5 VERT. 6" w/MATCHING AT INTERSECTION DOWELEIFORCETCH 4�f AT CORNER DOWELLS @ i 2 FTG. —#5 8" FIN. FLR. LINE 0o 00 11 'Z TOP OF 11 D- FTG. B - B flt SIN CONC.BLOCK WALL SEE PLAN FOR LOCATION iZ'-0" MAX, { 1 TYPICAL WALL OPENING 7 ♦ 8"CONC.BLK.WALL J 8"CONC.BLK.WALL C.L. WALL GROUT SOLID Q C.L. WALL _ GROUT SOLID VERT.REINF. TYP.UNO ON PLAN WVERT.REINF. TYP.UNO ON PLAN AT C.L. WALL CONC.BLOCK Q t AT C.L. WALL2—#4 CONT.THRU CONC.SLAB 2y"CLR. WALL �- _! 24 21/ CLR. @OPNG S BEYOND TYPICAL #4x 12„ 42"� _ cc P. WALL- REINF. 12" SLAB WALL REINF. DOWELS@24"o.c. _. 42 2—#4 CONT. SEE PLAN coNC. = w I-- SEE PLAN 5x » CONC. „ EA.SIDE(STAGG.) SLAB — — — Q DOWELS@16 O.C. 7 LAP = 36 MIN. p" CL APPROVED LAP = 36"MIN. p" SSB ( I 15 W z COMPACTED ° AD 2 SAN D — _ _ r �... ' ° FILL ,�:..: -, •�.". ��--r,-•------. :,.,..-,.. ,. �:x•�;.i:::�'-�°�:�w,:���-<=,.. :w:.:�':_:�:�. � Q o :._..<`...:..:.._........:.......:.: :. <... _ — — — ;': ._ TS 10x 10x3 8 .....l....• .. .r..r_ro.•I.,• '":'.n.• •t '.mss 4., . .. Y.`Yt � ra•S. .M•t.. '... o••'•y . ~ , / .:.�._ _•. ,}.. 2 SAND .4 ;•;.::... ,, ,. •fi:. 1 � tl,� - \<' .;;,'v tS.•.Ctrs`' ';•t. tV «'A.;•A:' I I( yni<". •"':^:t I . i. .1e•;t.� . t',N 1 I 41 j:' a, .•..,:r~ .r; .... ., •~ I►.,•r:.. .•.•' I I ' J I —=1 I I. .I I I 1-- — - i—r-r �—rr_r�—r .. :.�' , e..,}..� :; I I _ SANEI I 2— 5 CONT. , r;.:�=� — ,=I(( 2—#5 CONT. II N:r":=•.. ...:rr.,:..;»• 2 # :::. t'.j t : ' _ ►� 10mi1 VISQUEEN -' 24 APPROVED '. w'.• j _ „ TOP & BOT. ,Y•.:::':..'::.•_._.�. r 2 SAN t••:';�.,.. R. ,.._;.::' �.,. TOP & BOT. '�. .,.. �:-:s_, 2 SAN r::`�: ? a:� 2" SAN M. BARRIER . . COMPACTED 'r;; r TYP. 20f� I I M # I•@16"o.ce .a�•�:.:.:x::: FiLL 2 CLR. M.B. 2"CLR. r TYP. 20" #4x #4@16"o.c. — MIN. 1/4 3—SIDES I I DOWELS@ 16 O.C. I I y.,,� o ` 1 —#4 24" M.B. MIN. 10 1 --#4 _ DOWELS TO MATC C) MIN. ►, DOWELS TO MATC S2 • 12' p99 "CLR. _ VERT. REBAR CZ „ 12 , 0 3"CLR. VERT. REBAR • — # ' 1 — 4 � 8 CONC. 1 —#4 i yrir O M BLOCK WALL �i i N CONC. FTG. — SEE PLAN SEE PLAN 1 -`#4 PLAN o a SEE PLAN 1 #4 '� 0 In CONC. FTG. CLC,� +c C ^ 1 1 11 C) > Co X 4 CDCZQ � � CU �-�'- CO N . CD > Co co �01 E Q Ln160 < I= M co Ln A —1S 2. k C r.L 0 Z C (L) CO � F rc CQ CU .E.rt C1� Cf) I— Drawn by: Print dates: o Checked by: o � N_ 1, v 0 01-11-05 10-07-03 Job Number: Project No: z PROGRESSIVE CONSULTANTS,INC. STRUCTURAL ENGINEERING File No: 19634 Ventura Blvd.Suite 321 Tarzana,Ca.91356 - m 4� 0 TM8EPLAN IS 18}$96--THE SOLE PROPERTY�gPROGRESSIVE�884NsuLTANTS,INC. THE DETAILS Sheet: O O AND DESIGNS CONTAINED IN THIS PIAN SHALL BE RESTRICTED FOR THE ORNrAt SITE FOR WHICH THEY WHERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. RE-USE.REPRODUCTION OR PUBLICATION BY ANYMETHOD IN WHOLE OR IN PART IS PROHIBITED S2 ,-i UNLESS WRITTEN PERMISSION WAS BEEN OBTAINED FROM PROGRESSIVE CONSULTANTS,INC. 21 of 23 DO NOT SC;AI F DRAWINGS GENERAL : CONCRETE: WOOD: 1 ALL DETAILS SECTIONS AND NOTES SHOWN ON DRAWINGS ARE INTENTED TO BE 1. CONCRETE SHALL BE AS FOLLOWS: TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHER WISE A. FOOTING PADS, STONE AGGREGATE MIN. Fc'=2500 PSI AT 28 DAYS 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR AS FOLLOWS: GRADING RULES AGENT- NOTED. WEST COAST LUMBER INSPECTION BUREAU AND WESTERN WOOD PRODUCTS ASSOCIATION. NAILING SCHEDULE B. CONTINUOUS FOOTINGS AND CONIC. WALLS, STONE AGGREGATE PLYWOOD-PRODUCT STANDARD PS 1-83 D.F. LARCH STR. OR CDX. AS SHOWN ON PLANS. 2. ALL DESIGNS AND CONSTRUCTION SHALL. BE IN ACCORDANCE OF THE 2001 MIN. Fc'-2500 PSI AT 28 DAYS CALIFORNIA BUILDING CODE ADOPTED BY THE CITY OF REDLANDS, CALIFORNIA. C. SLAB ON GRADE STONE AGGREGATE MIN. Fc'-2500 PSI AT 28 DAYS 2. PROVIDE 20 CROSS BRIDGING OR 2" SOLID BLOCKING AT ALL FLOOR JOIST AT 3. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE (STANDARD METHOD). INTERVALS NOT TO EXCEED 8'-0"o.c. "CONTRACT" METAL BRIDGING OR EQUAL MAY BE USED. CONNECTION NAILING GOVERNING BUILDING CODE. 2. CEMENT SHALL BE TYPE 1, 11, OR III CONFORMING TO ASTM. C.150. 3. PLYWOOD SHEETS SHALL BE LAID WITH THE LONG DIRECTION PERPENDICULAR TO THE 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE SUPPORTING FRAMING MEMBERS. PANELS IN THE LONG DIRECTION SHALL BE STAGGERED 1. JOIST TO SILL OR GIRDER, TOENAIL. 3-8d AND NOTIFY ENGINEER OF ANY DISCREPANCIES AND INCONSITENCIES WHICH MAY EXIST. 3. STONE AGGREGATE SHALL CONFORM TO ASTM C 33. THE MAX. SIZE SHALL BE 1 1/2 APPROXIMATELY HALF PANEL BETWEEN SUCCESIVE ROWS OF SHEETS, DIRECTION OF GRAINS FOR FOOTINGS AND GRADE BEAMS AND 3/4- FOR ALL OTHER WORKS. SHALL BE PARALLEL TO THE LONG DIRECTION. 2. BRIDGING TO JOIST. TOENAIL EACH END. 2-8d 5. ALL ASTM. STANDARDS SHALL BE AS AMENDED TO DATE U.N.O. 4. ROOF SHEATHING SHALL BE APPROVED BY THE BUILDING INSPECTOR BEFORE THE 3. 1"x6" SUBFLOOR OR LESS TO EACH JOIST. FACE NAIL 2-8d 4. CONTINUOUS INSPECTION IS REQUIRED FOR ALL CONCRETE IN EXCESS OF 2000 PSI. 3-8d APPLICATION OF ROOFING. 4. WIDER THAN 1"x6" SUBFLOOR,TO EACH JOIST. FACE NAIL 6. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING 5. 2"SUBFLOOR TO JOIST OR GIRDER. BLIND AND FACE NAIL 2-16d, DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE 5. CONCRETE COVER OVER REINFORCING SHAL BE AS FOLLOWS: 5. A. ALL STUD WALLS SHALL HAVE FIRE BLOCKING AT APPROX. MID HEIGHT. ARCHITECT AND THE STRUCTURAL ENGINEER 13EFORE PROCEDING WITH ANY WORK A. POURED AGAINST EARTH 3 INCHES. B. ALL STUDS OVER 10'-0" HIGH (UP TO 16'-0") SHALL BE MIN. 2x6 016"o.c. 6. SOLE PLATE TO -JOIST OR BLOCKING. FACE NAIL 16d 0 16$1 O.C. INVOLVED. B. EXPOSED TO EARTH BUT POURED AGAINST FORMS 2 INCHES. 2-16d C. MAIN BARS IN COLUMNS AND BAEAMS 2 INCHES. 6. WHERE WOOD IS IN CONTACT WITH MASONRY USE REDWOOD OR PRESSURE TREATED 7. TOP PLATE TO STUD. END NAIL 7. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH. D. STRUCTURAL SLAB 1 INCH. DOUGLAS FIR. 8. STUD TO SOLE PLATE 48 TOENAIL OR 2-16d. END NAIL 8. COORDINATE ALL ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 6. ALL REINFORCEMENT SHOWN SHALL BE LAPPED 48 DIAMETER (GRADE 40). 7. ALL NAILING SHALL CONFORM TO THE APPLICABLE BULDING CODE. 9. DOUBLE STUDS. FACE NAIL 16d @ 24"o.c. OR 60 DIAMETER (GRADE 60). AT SPLICES AND SHALL BE MADE AWAY FROM POINTS OF 10. DOUBLED TOP PLATES. FACE NAIL 16d @ 16 is 0XI 9. RETAINING WALLS SHALL NOT BE BACKFILLED UNTIL CONNECTING SLABS ARE IN MAX. STRESS. MIN. LAP SHALL BE 30 INCHES. 8. PROVIDE DOUBLE JOISTS UNDER PARALLEL NON-BEARING WALLS. 11. TOP PLATES, LAPS AND INTERSECTIONS. FACE NAIL 2-16d PLACE AND HAVE GAINED THE DESIGNED CONCRETE STRENGTH PROVIDE WEEP HOLES 16d 0 16 o.c. AT THE BASE OF RETAINING WALLS. 7. BEFORE CONCRETE IS POURED, CHECK WITH ALL TRADES TO INSURE PROPER 9. UNLESS SHOWN OTHERWISE ALL SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY 12. CONTINUOUS HEADER. TWO PIECES ALONG EACH EDGE 10. THE CONTRACTOR SHALL COORDINATE AICD VERIFY WITH ARCHITECTURAL, PLACEMENT OF ALL OPENINGS, SLEEVS, CURBS, CONDUITS ETC. RELATING TO THE WORK. SHALL BE BOLTED TO CONCRETE OR MASONRY AS FOLLOWS: 13. CEILING JOIST TO PLATE. TOENAIL 3-8d MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF 8. ALL SLEEVS NOT, SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE LOCATED BY A. AT EXTERIOR WALLS USE 5/8"DIA. BOLTS AT 4'-0" o.c. BEGINNING 9" MAX. FROM WALL, FLOOR, AND ROOF OPENINGS, WALL OFFSETS, PROVISIONS FOR PRESENT AND THE TRADE INVOLVED AND SHALL BE APPROVED BY THE ENGINEER. THE END OF THE PLATE. TYP. U.N.O. AT"SHEAR WALL SCHEDULE". 14. CONTINUOUS HEADER TO STUD. TOENAIL 4-8d B. ALL BOLTS SHALL EXTEND 9" MIN. INTO CONCRETE. FUTURE EQUIPMENT, ATTATCHMENT AND MOUNTING OF FIXTURES, INSERTS AND OTHER If 15. CEILING JOISTS, LAPS OVER PARTITIONS. FACE NAIL 3-16d EMBEDDED HARDWARES, STAIR DETAILS, PIPE, VENTS, DUCTS, AND OTHER OPENINGS, AND 9. DRY PACK SHALL BE ONE PART CEMENT, ONE PART SAND AND SUFFICIENT WATER TO C. AT INTERIOR WALLS USE 7/32"DIA. POWER DRIVEN PINS AT 16 o.c. TYP. U.N.O. OTHER DETAILS, WHETHER OR NOT SHOWN Oil THE STRUCTURAL URAL DRAWINGS. ALLOW A SMALL AMOUNT OF THE PASTE TO COME TO THE SURFACE. AT SHEAR WALL SCHEDULE. 16. CEILING JOIST TO PARALLEL RAFTERS. FACE NAIL 3-16d 10. ALL BOLT HEADS AND NUTS WHICH BEAR AGAINST THE FACE OF WOOD MEMBER SHALL 17. RAFTER TO PLATE. TOENAIL 3-8d 11. PROVIDE ADECUATE SHORING AND BRACING TO SUPPORT ALL CONSTRUCTION 10. CONCRETE GROUT SHALL BE NON-SHRINKING WITH SUFFICIENT WATER TO ALLOW POURING BE PROVIDED APPROVED WITH METAL WASHERS. 18. 1" 2-8d BRACE TO EACH STUD AND PLATE. FACE NAIL LOADS. ULTIMATE COMPRESSIVE STRENGTH Fc'=4000 PSI AT 28 DAYS. 19. 1"x8" SHEATHING OR LESS TO EACH BEARING. FACE NAIL 2-8d 12. DURING CONSTRUCTION, PRIOR TO INCORPORATING ANY CHANGES, REVISIONS, 11. CONCRETE MIX SHALL BE MADE FOR CONCRETE DESIGNED BY METHOD 11. THE AVERAGE 11. PROVIDE MULTIPLE STUDS FOR SOLID BEARING AT ENDS OF MISCELLANEOUS BEAMS 20. WIDER THAN 1 it x - 8" SHEATHING TO EACH BEARING. FACE NAIL 38d MODIFICATIONS AND ANY DEVIATIONS FROM THE STRUCTURAL DRAWINGS, SHALL BE TRIAL BATCH STRENGTH SHALL EXCEED THE SPECIFIED STRENGTH BY 25% OR 900 PSI, WHERE POSTS ARE NOT SHOWN, CARRY STUDS DOWN TO FOUNDATION OR SLAB. NAIL ALL 16d, ® 24"o.c. BROUGHT TO THE ATTENTION OF AND OBTAIN APPROVAL FROM THE ARCHITECT, WHICH EVER IS THE LEAST. COPIES OF THE MIX DESIGNED SHALL BE SUBMITTED TO THE MULTIPLE JOIST AND RAFTERS,TOGETHER WITH 16d NAILS AT 12" o.c. PROVIDE SOLID BLOCKING 21. BUILT-UP CORNER STUDS STRUCTURAL ENGINEER AND THE GOVERNING BUILDING DEPARTMENT. OWNER, ARCHITECT, ENGINEER AND BUILDING AN SAFETY DEPARTMENT FOR APPROVAL BEFORE BETWEEN PLYWOOD SHEATHING AND DBL. PLATE. 22. BUILT-UP GIRDER AND BEAMS 20d @ 32$1 o.c. AT TOP 13. SHOP DRAWINGS APPROVAL DOES NOT CONSTITUTE AN AUTHORIZATION TO DEVIATE USE. 12. WALL SHEATHING, GYPBOARD AND PLASTER, ETC. IS PART OF THE LATERAL LOAD AND BOTTOM AND STAGGERED 2-20d AT ENDS AND AT FROM CONSTRUCTION DOCUMENTS, CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE 12 FORMS FOR BEAMS, SLABS AND SOFFITS SHALL BE TIGHT AND LEAK PROOF. RESISTING SYSTEM AND THEREFORE, CONSTRUCTION AND NAILING SHALL BE DONE IN ACCORDANCE EACH SPLICE OF COMPLETED WORK WITH CONSTRUCTION DOCUMENTS SHOP DRAWINGS IS NOT PART 'WITH PROVISION OF GOVERNING CODE. OF CONSTRUCTION DOCUMENTS. 13. ADMIXTURES FOR STRUCTURAL CONCRETE SHALL BE PASTIMENT OR POSSOLITH OR 14. CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS DO NOT RELIEVE EQUAL APPROVED. 13. ALL BEAMS AND POSTS SHALL BE D.F. GRADE #1 TYPICAL U.N.O. CONTRACTOR FOR COMPLIANCE WITH REQUIREMENTS OF DRAWINGS AND 14. CONCRETE SHALL NOT BE PROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO 14. FLOOR AND ROOF HEADERS SHALL BE ALIGNED FOR ALL LEVELS TYP. U.N.O. ENGINEER'S DISCLOSURE: SPECIFICATIONS, SHOP DRAWINGS DRAWINGS ARE REVIEWED FOR GENERAL CONFORMANCE WITH AS TO CAUSE SEGREGATION OF AGGREGATES. FREE FALL OF CONCRETE SHALL NOT EXCEED THE DESIGN CONCEPT OF PROJECT AND GENERAL COMPLIANCE WITH THE SIX FEET. CONCRETE SHALL BE POURED IN HORIZONTAL LAYERS OF 2 FEET MAX. IN DEPTH. 15. ALL LET-IN DIAGONAL BRACES WILL BE 16 PROVIDE BRACES @ 25'-0" MAX. AND AT ENDS INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS SELECTING OF WALL. TYPICAL. -THIS FIRM DOES NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. FABRICATION PROCESS AND TECHNIQUES OF CONSTRUCTION; COORDINATING HIS 15. ALL REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST WE DO NOT DIRECT THE CONTRACTOR'S OPERATIONS. AND WE ARE NOT RESPONSIBLE WORKS WITH THAT OF ALL OTHER TRADES; AND PERFORMING HIS WORK IN A SAFE AND RECOMENDATIONS OF THE WESTERN REINFORCING STEEL FABRICATORS ASSOCIATION 16. USE 5/8" G.W.B. ON INTERIOR WALLS WITH 6d COOLER NAILS @ 4"o.c. TYPICAL U.N.O. FOR FOR OTHER THAN OUR PERSONNEL ON THE SITE. THEREFORE. THE SAFETY OF SATISFACTORY MANNER. AS EXPRESSED IN THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION. 17. PROVIDE MIN. 2-2x TRIMMERS, TYPICAL U.N.O. OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHOULD NOTIFY THE OWNER IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS PRESENTED 16. SLAB SHORING SHALL NO BE REMOVED UNTIL CONCRETE HAS GAINED ITS FULL 18. ALL STUD WALLS SHALL BE DOUGLAS FIR CONSTRUCTION GRADE TYP. U.N.O. ON PLANS. HEREIN TO BE UNSAFE. FOUNDATION: STRENGTH, AT 28 DAYS AFTER THE SLAB IS PORED. 19. USE COMMON NAILS FOR THE ENTIRE PROJECT. 1. FOUNDATION: BLOCK MASONRY 20. ALL STRAPS, NAILS AND BOLTS EXPOSED TO DIRT AND MOISTURE SHALL BE GALVANIZED. NOTE: A. ALLOWABLE SOIL PRESSURE 1000 #/FT 21. NAIL WALL PLYWOOD TO ALL POSTS. USE BOUNDRY NAILS. ALL EXCAVATION BELOW 1:1 LINE FROM THE BOTTOM OF EXISTING FOOTINGS SHALL AND 1000 P.S.F. FOR PAD FOOTING. 1. UNITS SHALL BE LIGHTWEIGHT CONCRETE BLOCK CONFORMING TO ASTM C90 WITH B. BOTTOM OF FOOTING BELOW REC"OMENDED ADJACENT GRADE 24"BELOW FINISH MIN. ULTIMATE COMPRESSIVE STRENGTH Fm'=1500 PSI AND SHALL BE STORED UNDER BE SHORED. CONTRACTOR TO SHORE THE BEAM ABOVE AND MINIMIZE THE LOAD FROM FINISH GRADE INTO FIRM NATURAL SOILS OR 90% CERTIFIED COMPACTED SOIL. COVER ON THE JOB.THE THICKNESS OF BLOCK SHELL SHALL BE 1%" MAX. EXISTING FOOTING PRIOR TO -NEW EXCAVATION. C. REQUIRED COMPACTION FOR BACKFILL 90%. 2. MORTAR SHALL CONFORM TO ASTM C270-68 MORTAR SHALL BE ONE PART CEMENT, D. EXCAVATION PROCEDURE, SHORING AND SUBGRADE PREPARATION. THREE PARTS SAND AND 1/2 PART LIME PUTTY OR HYDRATED LIME MIN. Fc'=2000 PSI AT PROCEDURE FOR STRUCTURAL OBSERVATION: 28 DAYS. 3. GROUT SHALL BE OF FLUID CONSISTENCY, GROUT MIX SHALL BE ONE PART CEMENT, 2. ALL EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE INSPECTOR AND THREE PARTS SAND AND MAY CONTAIN AN ADDITIONAL TWO PARTS PEA GRAVEL. 1. A PRE-CONSTRUCTION MEETING INCLUDING THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL SOILS ENGINEER PRIOR TO POURING CONCRETE. MIN. Fc'=2000 PSI AT 28 DAYS.(MIN.2000 PSI 3/8"AGGREGATE GROUT. GROUT SHALL BE OBSERVATIONS, THE CONTRACTOR, AND AN APPROPRIATE SUBCONTRACTOR SHALL BE HELD TO REVIEW THE VIBRATED PER 1997 UBC SECTION 2104.6.2) DETAILS OF THE STRUCTURAL SYSTEM TO BE STRUCTURALLY OBSERVED. 3. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO 4. GROUT FILL ALL CELLS UNLESS NOTED OTHERWISE. POURING CONCRETE. 5. ALL BLOCK REINFORCING SHALL HAVE A MIN. LAP OF 48 BAR DIA. 2. DURING THE COURSE OF CONSTRUCTION, THE ENGINEER/ARCHITECT SHALL VISUALLY REVIEW THE STRUCTURAL 6. CONTINUOUS INSPECTION IS REQUIRED FOR ALL BLOCK WORKS UNLESS SHOWN SYSTEM FOR GENERAL CONFORMANCE WITH THE APPROVAL PLANS. ANY OBSERVED DEFICIENCIES SHALL 4. DEPTH OF FOOTINGS SHOWN ON PLANS ARE FOR ESTIMATING PURPOSES ONLY OR NOTED OTHER WISE. BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, TO THE CONTRACTOR AND TO THE DEPARTMENT. ACTUAL DEPTH SHALL BE VERIFIED ON THE FIELD. 7. GROUT LIFT SHALL NOT BE MORE THAN 4'-0'. 3. UPON COMPLETION OF THE APPLICABLE SHEAR WALLS AND/OR/THE ANCHORAGE SYSTEM AND PRIOR TO STRUCTURAL STEEL: COVERING THE SHEAR WALLS/ANCHORAGE SYSTEM, THE ENGINEER/ARCHITECT PERFORMING THE STRUCTURAL OBSERVATION SHALL SUBMIT A LEITER TO THE DEPARTMENT WITH HIS/HER WET STAMP AND SIGNATURE SAFETY NOTES: ATTESTING TO (1) THE DATE ON WHICH THE PRE-CONSTRUCTION MEETING WAS HELD AND (2) THE DATES ON 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST AISC STANDARD WHICH VISUAL REVIEWS WERE CONDUCTED. THE LETTER SHALL ALSO IDENTIFY ANY REPORTED 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE PERTINENT SECTIONS PRACTICE. DEFICIENCIES WHICH, TO THE BEST OF THE OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. AS THEY APPLY TO THIS PROJECT OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE 2. STRUCTURAL STEEL SHALL CONFORM ASTM A36. MIN.fy =36KSI. STEEL PIPE SHALL STATE OF CALIFORNIA LATEST EDITION. CONFORM TO ASTM A-53, GRADE B. STEEL BOLTS TO CONFORM TO ASTM A-307. 4. PRIOR TO COVERING THE WORK, THE SHEAR WALLS AND/OR ANCHORAGE SYSTEM SHALL BE INSPECTED AND 2. THE ARCHITECT STRUCTURAL ENGINEER AND THE OWNER DO NOT ACCEPT ANY STEEL TUBING ASTM. A-500 Fy' = 46KSI. APPROVED BY THE DEPARTMENT INSPECTION STAFF ASSIGNED TO THE PROJECT. SUCH APPROVAL BY THE S DEPARTMENT IS REQUIRED PRIOR TO COVERING. THE ENGINEER/ARCHITECT PERFORMING THE STRUCTURAL RESPONSABILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE SAFETY 3. WELDING SHALL BE PERFORMED BY A WELDER CERTIFIED BY THE BUILDING OBSERVATION IS NOT AUTHORIZED TO APPROVE THE COVERING OF THE SHEAR WALLS/ANCHORAGE SYSTEMS. ORDERS. DEPARTMENT. HIS/HER STRUCTURAL OBSERVATIONS ARE ADVISORY ONLY AND THEY DO NOT IN ANY WAY BIND THE 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADECUATE DESIGN AND DEPARTMENT OR CONSTITUTE A CERTIFICATION THAT THE SHEAR WALLS WILL PASS DEPARTMENT INSPECTION. CONSTRUCTION OF ALL FORMS AND SHORING'* REQUIRED. 4. LIGHT GAGE STRUCTURAL STEEL SHALL CONFORM TO ASTM A570 OR A611. A2 5. PROVIDE MIN. 2-7/8' DIA. BOLTS FOR A BOLTED CONNECTION IF NOT SPECIFIED 4. CONTRACTOR TO SHOR ALL EXISTING FRAMING PRIOR TO REMOVAL OF ANY rl SUPPORT, TYPICAL. ON THE PLANS. S STAGES OF CONSTRUCTION- In <D IN DEPTH INTO WHICH A PERSON IS R 'TRENCHES 6. ALL WELDING SHALL BE E70 XX ELECTRODE. 1-4 5. NO RENCHES OR EXCAVATIONS 5OR MORE Ln WHEN STRUCTURAL OBSERVATIONS 8 REQUIRED TO DESCEND OR, OBTAIN NECESSARY PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. 7. STRUCTURAL STEEL FABRICATOR SHALL BE CERTIFIED BY THE GOVERNING SHALL BE REQUIRED BUILDING DEPARTMENT. vk 8. STEEL TUBING TO CONFORM ASTM A-500. GRADE B. FY=46 KSI. OF 1. WHEN FOUNDATION REINF. AND DOWELS IN PLACE REINFORCING STEEL: 0 ZI 9. LICENSED FABRICATOR REQUIRED FOR STEEL FABRICATION. r*1 J�� Ap In 2. PRIOR TO GROUTING CONC. BLOCKS WHEN WALL REINF. IN PLACE 9 M 9 1. ALL REINFORCING SHALL BE NEW STOCK DEFORMED BARS CONFORMING 10. CONTINUOUS INSPECTION REQUIRED FOR ALL FIELD WELDING. TO ASTM A 615 (GRADE 40 FOR TIES ONLY) GRADE 60 FOR ALL OTHERS. 3. WHEN WALL ANCHOR IN PLACE PRIOR TO GROUTING. b 2. ALL BARS SHALL BE FREE OF LOOSE FLAKEY RUST AND SCALE, GREASE, OR DRAINAGE/ LANSCAPE MAINTENANCE: 4. PLYWOOD NAILING IN PLACE 01-11-05 OTHER MATERIALS WHICH MIGHT EFFECT OR IMPAIR BOND. 10-08-03 LA WATER SHOULD NOT BE ALLOWED TO POND OR SEEP IN THE GROUND, PARTICULARLY 9 rn 3. ALL BENDS SHALL BE MADE COLD. ADJACENT TO STRUCTURES. PAD DRAINAGE SHOULD BE DIRECTED TOWARD THE STREET OR ANY APPROVED WATER COURSE VIA-NON-EROSIVE CHANNEL, PIPE AND/OR 4. CHAIRS AND SPACERS FOR REINFORCING BARS SHALL BE HOT-DIPPED DISPERSION DEVICES. GALVANIZED OR WITH PLASTIC TIPS WHEN RESTING ON EXPOSED SURFACE, OPTIONAL AT OWNERS DECISION, LANDSCAPING SHOULD CONSIST OF DEEP ROOTED, LIGHT WEIGHT, DROUGHT RESISTANCE OR DKIL DIAL TOLL FREE WELDED WIRE FABRIC SHALL BE MADE FROM COLD DRAWN WIRE AND SHALL VARIETIES AND OVER WATERING SHOULD BE AVOIDED. PLANTERS ADJACENT 1-800-266-2700 TO BUILDINGS SHOULD BE SEALED TO PREVENT IRRIGATION WATER FROM DRAINING INTO CONFORM TO ASTM A185. THE SOIL BELOW. AT LEAST TWO BEFORE YOU DIGDAYS PROGRESSIVE CONSULTANTS,INC. 5. ALL REINFORCING REBARS,WHICH SHALL. BE WELDED MUST CONFORM STRUCTURAL ENGINEERING AMR TO ASTM A 706(GRADE 60) BUILDING r?47 SAFETY in 19634 Ventura Blvd.Suite 321 Tarzana,Ca.91356 9 GENERAL STRUCTURAL NOTES fn A, 0 UNDERGROUND SERVICE ALERT (818)996-2250 Fax(818)996-4078 THIS PLAN IS THE SOLE PROPERTY OF PROGRESSIVE CONSULTANTS,INC- THE DETAILS AND DESIGNS CONTNED IN THIS PLAN SHALL BE RESTRFOR THE IGINAL SITE FOR ACCEPTED OF SOUTHERN CALIFORNIA WHICH THEY WHEREAIPREPARED AND PUBLICATION THEREICTEOF ISD D(PRESSLYORLIMITED TO SUCH USE. M MON BY ANYMETHOD IN WHOLE OR IN PART 15 PROHIBITEDRE-USE.REPRODUCTION OR PUBLICATION PROGRESSIVE CONSULTANTS,INC. 0 UNLESS WRITTEN PERMISSION HAS BEEN OBTAINED FROM CONSTRUCTION RECORD DATE BY REVISIONS ACC`D1 BENCHMARK Designed By Drawn By Checked By Project No: 0223 1 v - RECOMMENDED BY: DATE: CITY OF TEM ECULA DEPARTMENT OF PUBLIC WORKS Sheet: fg AD Contractor ACCEPTED BY: DATE Inspector NEIGHBORHOOD PARK S3 E Q1 Date Completed AM > She• et eet 22 of 23 R�C.E. No. TEMECULA, CALIFORNIA no F DO NOT SCALE DRAWINGS .C.#05-05-7 8 PLAN CHECK NOTES PLUMBING LEGEND . 1 2 3 4 1. All work shall conform to all requirements of Sate of California Title 24 regardless of the SYMBOL ABB DESCRIPTION SYMBOL ABB DESCRIPTION' information indicated on these plans. 0 CLEAN OUT FLOOR OR GRADE. A.P. ACCESS PANEL C.O.T•G. 2. At time of permit issuance, contractor shall show their valid workers compensation insurance certificate. CD CD CONDENSATE DRAIN A.T.P. AUTOMATIC TRAP PRIMER 3. Water closet controls shall be operable with one hand, and shall not require tight grasping, A A COMPRESSED AIR BEL. BELOW I ( pinching or twisting of the wrist. ---�� C.O. CLEAN-OUT CLG. CEILING CA 4. Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than v'— C.V. CHECK VALVE CONT. CONTINUATION 3/4" 44" above the floor. The force required to activate controls shall be no greater than 5 pounds. CWV CWV COMBINATION WASTE AND VENT CONN. CONNECTION -- 5. Flush controls shall be operable with one hand and shall not require tight grasping, pinching - C.W. COLD WATER DN. DOWN 2" VTR 40 EXIST SEWER VERIFY LOCATION, SI & OEP H or twisting of the wrist and shall be mounted no more than 44" above the floor. The force SS-1 3" I required to activate controls shall be no greater than 5 pounds. ELD ELD ELEVATOR PIT DRAIN D.S. DOWN SPOUT e � 6. Hot water and drain pipes accessible under lavotories shall be insulated or otherwise covered. (E)CW EXCW EXISTING COLD WATER EXIST. EXISTING There shall be no sharp or abrasive surfaces under lavatories. (E)CWV EXCWV EXISTING COMBINATION WASTE AND VENT (E) EXISTING CB 4" 4" (E)SEXS EXISTING WASTE/SEWER F.U. FIXTURE UNIT )� — B 7. Faucet controls and operating mechanisms shall be operable with one hand and shall not 4„ require tight grasping, pinching or twisting of the wrist. (E)GAS EXGAS EXISTING GAS GD GUTTER DRAIN � --��'r7�, e � 8. The force required to activate controls shall be no greater than 5 pounds. Lever operated, E.GEXGAS EXISTING GAS TO REMOVE H.C. HANDICAPPED ' 1 1 push type and electronically controlled mechanisms are examples of acceptable designs. G G FUEL GAS (LOW PRESSURE) HDR. HEADER WC-2 Self closingvalves are allowed if the faucet remains open for at least 10 seconds. { 2„ 2 2« � ' 2 (n p G.V. GATE VALVE I.E. INVERT ELEVATION s a) The controls shall limit the flow rate of hot water to 0.5 gpm; or 0.75 gpm, if the control ' < G.C. GAS COCK L. LAVATORY o is a foot switch, occupancy sensor, or other device that limits the period of water 4�, discharge, or 2.5 gpm if the control is a self-closing valve. ---- H.W.R. HOT WATER RETURN MTD. MOUNTED 2 -- H.W. HOT WATER N.I.P.C. NOT IN PLUMBING CONTRACT WC_ b) The controls shall limit the outlet temperature to 1.10'17. _1 R.I.&C. ROUGH IN AND CONNECT 4" -1�r2" OCD OCD OVERFLOW CONDENSATE DRAIN 2" dr � � c} For self-closing valves, the controls shall limit the hat water delivered per cycle of use 4" " :�" V.T.R OD OD OVERFLOW DRAIN R.P. REDUCED PRSS. BACKFLOW PRECENTOR _1 to 0.25 gal. per cycle, if the control is on a circulating system; or 0.5 gal. per cycle, if the control is on a non-circulating system; or 0.75 gal. per cycle, if the control is a foot P.O.C. POINT OF CONNECTION V.T.R. VENT THRU ROOF HB- BEL. V. . B L. LAV. 0 2 o L-1 switch, occupancy sensor, or other device that limits the period of water discharge. -F _-_ FD FLOOR DRAIN U URINAL I 4" (TYP) 6c� — — V. SANITARY VENT W.C. WATER CLOSET a 2-1/2" FD-1 DF--1 (TYP) 2" I 1 I 1-1/2 aD k=A - - - D 2"- 2" T EXISTING WATER SYSTEM. VERIFY — —...,._ .._ — �— — —� ——T pOCATION, SIZE & WATER PRESSURE I I r� � r — T �I��— ——— I I I -j-- L I L 1-1/2" 2" I 2'--7 - 11 I PLUMBING FIXTURE SCHEDULE DF R I I 2* I I I 1 CONNECTION SIZE " 2" 2" We 2» I I we WC 1 2 3 4 MARK DESCRIPTION W v C.W. H.W. TRAP SIZE REMARKS I I SS FD FD WC-1 WATER CLOSET 4" 2" 1-1/2 -- INT. ACORN 1675-W-1-HS T4» 2" \-2N 4" 4" WC-2 WATER CLOSET 4" 2" 1-1/2 - INT. ACORN 1675-ADA-W-1-HS 3" CONSEALED PUSH BUTTON YAI_VF 4- 4" UR-1 URINAL 2 1-1/2 1-1/2 - INT. W � NEALEDO RUSH -BUTTON VALVE PLUMBING FLOOR PLAN L-1 LAVATORY 2" 1-1/2„ 3/4is _ 1_1/4„x1_1/2” AC OR 1953-1-DMS-4-GE WASTE AND VENT PIPING DIAGRAM , SCALE: 1/4"=1'-0" FD FLOOR DRAIN 2" 1-1/2" - - 2„ J.R. MITH 2005 W SS TOP NOT TO SCALE SS-1 SERVICE SINK 3" 2" 3/4" - 3" FLOOR MOUNTED HB-1 HOSE BIBB - - 3/4" - - LOOSE KEY W/ VAC. BREAKER DF-1 DRINKING FOUNTAIN 2" 1-1/2" 3/4" - 1-1/2 HAWS 1119F NOTE: VENT PIPING AND ROOF JACK SHALL BE INSTALLED BY THE PLUMBING CONTRACTOR PRIOR TO ROOFING APPLIC - "STONEMAN" ROOF JACK _ ATION COORD{NATE WITH GENERAL CONTRACTOR _ 3/4" INSTALLED PER MANUF— ACTURERS SPECIFICATIONS PIPE MATERIAL SCHEDULE1-1/2»2 " 1-1/2 " 2" w wI LQ FOR ROOFING REFER TO SERVICE PIPE FITTINGS LOCATION REMARKS DF SS ARCHITECTURAL DRAWINGS ? WASTE & VENT CAST IRON RUBLES CAST IRON RUBLES ABOVE GRADE OPTIONAL GALV. STEEL BELOW GRADE ABOVE GRADE HB �HB 1-1 2 I 'LL 2 2" 1-1/2" TP COLD WATER COPPER TYPE "L" WROUGHT COPPER ABOVE GRADE RO 2-1/2 ` NO FITTINGS COLD WATER COPPER TYPE "K" WROUGHT COPPER BELOW GRADE ALLOWED. COATED & WRAPPED WATER PIPING DIAGRAM NOT TO SCALE ' BUILDING STRUCTURE VENT PIPING - REFER TO PLANS FOR SIZES 1. AEV Associates, I nc. SCALE �R CONSUL TING ENGINEERS VENT THRU R-OOF ~� NONE NO. M01 5W2 1180 SOUTH BEVERLY D.R., SUITE 500 AN�G� ��. LOS ANGELES, CALIFORNIA 90035 Qr (310) 553-5285 FAX (310) 300-0098 DIAL TOLL FREEAEV# 316.00 1-800-266-2700 AT LEAST TWO DAYS BEFORE YOU DIC, ® Lanc15cape Architecture "Park Planning 4- Qe5ign 0 30' 6120' B O L D ", G A D SAFETY At Project Management UNDERGROUND SERVICE ALERT q 2221 E.WINSTON 5UITE OF SOUTHERN CALIFORNIA M1�. PONE(71476 4340PAE(714)77G-4395 AC�E PTE A0 LA E AT CONSTRUCTION RECORD DATE BY REVISIONS AM BENCHMARK SCALE SEAL' � Designed By Drawn By Checked By Project No: 0223 4 RECOMMENDED BY. DATE. CITY O F T E M E C U LA DEPARTM ENT OF PUBLIC WORKS RCD DESIGNATION: T-25-81 �. NAVD 29, ELEVATION: 1305.535 Horizontal 1710 fi c,� 1 g FROM THE INTERSECTION OF FRONT STREET AND RANCHO Plans Prepared Under Supervision Of DA ' C NEIGHBORHOOD P CALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO CALIFORNIA * * ACCEPTED BY. ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND date RONALD J. PARKS, DEPUTY DIRECTOR P I CALLE CONTENTRO ROAD AT THE N.W. CORNER OF THE Vertical PA ICK IRSCH OF PUBLIC WORKS - INTERSECTION 54' N OF C/L, RANCHO CALIFORNIA ROAD; 45' W OF C/L CALLE CONTENTRO, 28' N OF FIRE HYDRANT, 1.5' W OF P.P. (NO*) 1.5' S OF WOOD FENCE ON CORNER . OL01 �J.""1889'.="CUT BACK. A 2 1 2" BRASS DISK IN CONCRETE CYLINDER, N.A. 4F• CA►1-�� 1710 EX Ires 3 31 05 r TEMECULA, et` `� of, r / LA P R.C.E. Na. Expires CALIFORNIAC A�I �0 R [�I I A SET FIBERGLASS WITNESS POST 1' NORTH OF MONUMENT. x