50% submittal - not for construction

DRAWING NO.

SHEET OF 6

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK

CHANGE NO. DESCRIPTION APPROVED DATE

DESCRIPTION: 1025 (ENC-25 L.S. 7322)

LOCATION: MIDDLE OF INTERSECTION OF

S. EL PORTOL ST. & LA MESA AVE.

RECORD FROM: RECORD OF SURVEY 18416

ELEVATION: 60.601' DATUM: NAVD88

DESIGNED BY: DRAWN BY: CHECKED BY:

OI JM CC

PLANS PREPARED UNDER SUPERVISION OF

ENGINEER'S NAME

DATE: 06/21/2018

R.C.E. NO.: 38396

EXP.: 03/31/2019

STRUCTURAL PLAN FOR:

BEACON'S BEACH

INTERIM PARKING STRIPING PLAN

948 NEPTUNE AVENUE, ENCINITAS, CA 92024

PLANNING CASE NO: 17-263 CDP

XXXXX-G

AS-BUILT APPROVALS

ENGINEER'S NAME DATE

CITY ENGINEER DATE

PUBLIC WORKS

PLANNING

REVIEWER

INSPECTOR

INT. DATE

RECOMMENDED: APPROVED:

STEPHANIE KELLAR CHRISTOPHER L. MAGDOSKU

CITY ENGINEER

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1. ALL CONSTRUCTION SHALL CONFORM TO THE MORE RESTRICTIVE OF THE ALL CONSTRUCTION SHALL CONFORM TO THE MORE RESTRICTIVE OF THE FOLLOWING CODES: A. INTERNATIONAL BUILDING CODE, 2015 EDITION INTERNATIONAL BUILDING CODE, 2015 EDITION B. ASCE 7-10 STANDARD, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER ASCE 7-10 STANDARD, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES C. 2016 CALIFORNIA BUILDING CODE (CBC) 2016 CALIFORNIA BUILDING CODE (CBC) D. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 2. WIND DESIGN DATA WIND DESIGN DATA BASIC WIND SPEED: 110 MPH 110 MPH RISK CATEGORY: II II EXPOSURE: D D 3. SEISMIC DESIGN DATA SEISMIC DESIGN DATA RISK CATEGORY: II SEISMIC IMPORTANCE FACTOR, I = 1.0 I = 1.0 E = 1.0 S = 1.198 g S= 1.198 g 1.198 g S = 0.4617 g 1= 0.4617 g 0.4617 g S = 0.815 g DS= 0.815 g 0.815 g S = 0.473 g D1= 0.473 g 0.473 g SEISMIC DESIGN CATEGORY = D = D SOIL SITE CLASS: D

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%%USOILS AND FOUNDATIONS

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1. FOUNDATION DESIGN AND SOIL RECOMMENDATIONS ARE BASED ON THE GEOTECHNICAL FOUNDATION DESIGN AND SOIL RECOMMENDATIONS ARE BASED ON THE GEOTECHNICAL LETTER REPORT BY AECOM TITLED "SUPPLEMENTAL GEOTECHNICAL REPORT BEACON'S BEACH ACCESS RECONSRUCTION PROJECT," DATED MAY 30, 2018. 2. SOIL DESIGN PARAMETERS FOR EQUIPMENT PADS: SOIL DESIGN PARAMETERS FOR EQUIPMENT PADS: 2.1. ALLOWABLE SOIL BEARING PRESSURE FOR SHALLOW FOUNDATIONS = 5000 ALLOWABLE SOIL BEARING PRESSURE FOR SHALLOW FOUNDATIONS = 5000 PSF (WITH 1/3 INCREASE PERMITTED WHEN CONSIDERING WIND AND SEISMIC FORCES) 2.2. ALLOWABLE PASSIVE RESISTANCE = 160 PCF ALLOWABLE PASSIVE RESISTANCE = 160 PCF 2.3. COEFFICIENT OF FRICTION BETWEEN BEDROCK OR ERODIBLE BUTTRESS COEFFICIENT OF FRICTION BETWEEN BEDROCK OR ERODIBLE BUTTRESS MATERIAL AND FOUNDATION CONCRETE = 0.30 (WHEN USED IN COMBINATION (WHEN USED IN COMBINATION WITH PASSIVE RESISTANCE) OTHERWISE = 0.40 3. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE GEOTECHNICAL THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE GEOTECHNICAL RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT PRIOR TO CONSTRUCTION. THE GEOTECHNICAL REPORT CAN BE OBTAINED FROM THE OWNER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUPPORTS REQUIRED FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUPPORTS REQUIRED FOR EXCAVATION. 5. THE CONTRACTOR IS RESPONSIBLE FOR ANY SHORING REQUIRED TO PROTECT THE CONTRACTOR IS RESPONSIBLE FOR ANY SHORING REQUIRED TO PROTECT ADJACENT STRUCTURES FROM EXCAVATIONS. THE CONTRACTOR SHALL PROVIDE AN ENGINEERED METHOD TO FOLLOW FOR THE PROTECTION OF EXISTING STRUCTURES. EXCAVATIONS AND FILLS SHALL COMPLY WITH THE GEOTECHNICAL REPORT. 6. UNSUPPORTED TEMPORARY SLOPES SHOULD BE MADE AT AN INCLINATION NO UNSUPPORTED TEMPORARY SLOPES SHOULD BE MADE AT AN INCLINATION NO STEEPER THAN 1.75H:1V. 7. AN AECOM REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER OF RECORD SHALL BE AN AECOM REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER OF RECORD SHALL BE ON SITE FOR THE DURATION OF ALL FOOTING EXCAVATION AND BACKFILL PROCEDURES. THE GEOTECHNICAL REPRESENTATIVE SHALL INSPECT THE SUBGRADE, TOPSOIL REMOVAL, AND BACKFILL TO VERIFY THAT THE SUBSURFACE CONDITIONS ENCOUNTERED ARE CONSISTENT WITH THE SUBSURFACE CONDITIONS PRESENTED IN THE GEOTECHNICAL REPORT, AND TO VERIFY THAT THE GEOTECHNICAL RECOMMENDATIONS ARE FOLLOWED TO ACHIEVE THE ALLOWABLE DESIGN CAPACITY PRIOR TO POURING OF CONCRETE. THE GEOTECHNICAL ENGINEER SHALL SUBMIT A LETTER OF ACCEPTANCE TO THE OWNER. 8. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR THE VALIDITY OF THE THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS DESCRIBED ON THE DRAWINGS, SPECIFICATIONS, BORING LOGS, OR TEST PITS. THIS DATA IS INCLUDED ONLY TO ASSIST THE CONTRACTOR DURING BIDDING AND SUBSEQUENT CONSTRUCTION AND REPRESENT CONDITIONS ONLY OF SPECIFIED LOCATIONS AT THE PARTICULAR TIME THEY WERE MADE. 9. SLOPE EXTERIOR FINISH GRADES AWAY FROM THE FOUNDATIONS TO ENSURE THAT SLOPE EXTERIOR FINISH GRADES AWAY FROM THE FOUNDATIONS TO ENSURE THAT THERE WILL BE NO PONDING AROUND THE FOUNDATIONS.

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%%UGENERAL

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%%UABBREVIATIONS

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%%UREINFORCING STEEL

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%%UCONCRETE

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%%UCONCRETE ANCHORS

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1. POST INSTALLED ANCHORS SHALL BE STAINLESS STEEL (SS). POST INSTALLED ANCHORS SHALL BE STAINLESS STEEL (SS). 2. THE EMBEDMENT LENGTH FOR ANCHORS INSTALLED SHALL THE EMBEDMENT LENGTH FOR ANCHORS INSTALLED SHALL MEASURED FROM TOP OF THE CONCRETE. 3. SPECIAL INSPECTION IS REQUIRED FOR ALL ANCHOR SPECIAL INSPECTION IS REQUIRED FOR ALL ANCHOR INSTALLATIONS. REFER TO ICC ESR'S FOR SPECIAL INSPECTION REQUIREMENTS OF POST INSTALLED ANCHORS.

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1. FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP-1 "MANUAL OF STANDARD PRACTICE" AND ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE. 2. REINFORCING STEEL: ASTM-A615, GRADE 60 U.O.N. REINFORCING STEEL: ASTM-A615, GRADE 60 U.O.N. 3. VERTICAL REINFORCEMENT SHALL BE DOWELED TO THE VERTICAL REINFORCEMENT SHALL BE DOWELED TO THE SUPPORTING MEMBERS WITH THE SAME SIZE AND SPACING OF REINFORCEMENT AS CALLED FOR IN THE DRAWINGS OR STANDARD NOTES. 4. WELDING OF REINFORCEMENT IS NOT PERMITTED. WELDING OF REINFORCEMENT IS NOT PERMITTED.

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1. CAST IN PLACE CONCRETE WORK SHALL CONFORM TO THE LATEST EDITIONS OF CAST IN PLACE CONCRETE WORK SHALL CONFORM TO THE LATEST EDITIONS OF AMERICAN CONCRETE INSTITUTE CODES AND STANDARDS, INCLUDING, BUT NOT LIMITED TO, ACI 301, ACI 315 AND ACI 318. 2. ALL CONCRETE SHALL BE REGULAR WEIGHT, 150 PCF, MAX W/C = 0.45, MIN CEMENT ALL CONCRETE SHALL BE REGULAR WEIGHT, 150 PCF, MAX W/C = 0.45, MIN CEMENT CONTENT = 500 LB/CY, 3/4" MIN AGGREGATE, 1" MAX AGGREGATE, NO PEA GRAVEL MIXES PERMITTED. 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE V. CONCRETE EXPOSED TO PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE V. CONCRETE EXPOSED TO SOILS CONTAINING SULFATES SHALL COMPLY WITH ACI-318, CHAPTER 19. 4. CONCRETE AIR CONTENT SHALL BE 6 PERCENT PLUS OR MINUS 1.5 PERCENT AT POINT CONCRETE AIR CONTENT SHALL BE 6 PERCENT PLUS OR MINUS 1.5 PERCENT AT POINT OF DELIVERY. AIR ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260. 5. AGGREGATE FOR HARD ROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND AGGREGATE FOR HARD ROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. 6. CONCRETE STRENGTHS: CONCRETE STRENGTHS: ITEM OF STRENGTH SLUMP SLUMP CONSTRUCTION (PSI) (INCHES) MAX. (PSI) (INCHES) MAX. (PSI) (INCHES) MAX. (PSI) (INCHES) MAX. (INCHES) MAX. (INCHES) MAX. (INCHES) MAX. STAIRS/LANDINGS ........................ 4,000 .................................... 4 PILE FOUNDATIONS .......................... 6,000 .................................... 4 7. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:MIN. COVER (INCHES) A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.............................. 3 B. CONCRETE EXPOSED TO EARTH OR WEATHER: NO. 6 THROUGH NO. 18 BAR ...................................... 2 NO. 5 BAR AND SMALLER ........................................... 1 1/2 8. DOWELS, ANCHOR BOLTS AND ALL HARDWARE EMBEDDED IN CONCRETE SHALL BE DOWELS, ANCHOR BOLTS AND ALL HARDWARE EMBEDDED IN CONCRETE SHALL BE SECURELY HELD IN PLACE PRIOR TO PLACING CONCRETE. 9. PIPES, DUCTS, VENTS AND SIMILAR OPENINGS ARE NOT PERMITTED UNLESS SHOWN ON PIPES, DUCTS, VENTS AND SIMILAR OPENINGS ARE NOT PERMITTED UNLESS SHOWN ON THE STRUCTURAL DRAWINGS. 10. CHAMFER 3/4" ON ALL EXPOSED CORNERS. CHAMFER 3/4" ON ALL EXPOSED CORNERS. 11. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS TO THE ENGINEER FOR APPROVAL CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS TO THE ENGINEER FOR APPROVAL PRIOR TO CASTING CONCRETE. 12. WHERE CONTINUOUS BARS ARE CALLED OUT, PROVIDE TIED CONTACT SPLICES AS WHERE CONTINUOUS BARS ARE CALLED OUT, PROVIDE TIED CONTACT SPLICES AS REQUIRED. STAGGER SPLICES OF ALTERNATE BARS BY THE FULL SPLICE LENGTH, AS REQUIRED PER ACI. 13. NON-SHRINK GROUT SHALL BE NON-METALLIC AND HAVE A MINIMUM COMPRESSIVE NON-SHRINK GROUT SHALL BE NON-METALLIC AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI.

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& AND AND @ AT AT A.B. ANCHOR BOLT ANCHOR BOLT ACI AMERICAN CONCRETE AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL ADDITIONAL AISC AMERICAN INSTITUTE AMERICAN INSTITUTE OF STEEL CONSTRUCTION ASCE AMERICAN SOCIETY AMERICAN SOCIETY OF CIVIL ENGINEERS BAL BALANCE BALANCE BO BOTTOM OF BOTTOM OF BTWN BETWEEN BETWEEN C.I.P. CAST IN PLACE CAST IN PLACE C.J. CONSTRUCTION JOINT CONSTRUCTION JOINT C.L. ( ) CENTER LINE ) CENTER LINE CENTER LINE CLR CLEAR CLEAR COL COLUMN COLUMN CONC CONCRETE CONCRETE CONN CONNECT(ION) CONNECT(ION) CONST CONSTRUCT(ION) CONSTRUCT(ION) CONT CONTINUOUS CONTINUOUS CP CONTROL POINT CONTROL POINT CY CUBIC YARD CUBIC YARD DIA ( ) DIAMETER DWG DRAWINGS(S) DRAWINGS(S) DWL DOWEL(S) DOWEL(S) (E) EXISTING EXISTING EA EACH EACH E.F. EACH FACE EACH FACE EFF EFFECTIVE EFFECTIVE E.J. EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION EMBED EMBED(ED)(MENT) EMBED(ED)(MENT) EPA ENVIRONMENTAL PROTECTION ENVIRONMENTAL PROTECTION AGENCY EQ EQUAL EQUAL E.S. EACH SIDE EACH SIDE ESR EVALUATION SERVICES EVALUATION SERVICES REPORT ETC ETCETERA ETCETERA E.W. EACH WAY EACH WAY EXIST EXISTING EXISTING EXP EXPANSION EXPANSION FDN FOUNDATION FOUNDATION FF FINISHED FLOOR FINISHED FLOOR FIN FINISHED FINISHED FRMG FRAMING FRAMING FT FOOT(FEET) FOOT(FEET) FTG FOOTING FOOTING GA GAUGE(GAGE) GAUGE(GAGE) GALV GALVANIZE(D) GALVANIZE(D) GR GRADE GRADE H HIGH/HEIGHT HIGH/HEIGHT HORIZ HORIZONTAL HORIZONTAL ICC INTERNATIONAL CODE INTERNATIONAL CODE COUNCIL INFO INFORMATION INFORMATION K KIPS KIPS KSI KIPS PER SQUARE INCH KIPS PER SQUARE INCH LB POUNDPOUND

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MAX MAXIMUM MAXIMUM MFR MANUFACTURER MANUFACTURER MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS (N) NEW NEW No. (#) NUMBER NUMBER N.T.S. NOT TO SCALE NOT TO SCALE O.C. ON CENTER ON CENTER O.D. OUTSIDE DIAMETER OUTSIDE DIAMETER O.H. OPPOSITE HAND OPPOSITE HAND OPNG OPENING OPENING OPP OPPOSITE OPPOSITE OSHA OCCUPATIONAL SAFETY AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PL ( ) PLATE ) PLATE PLATE PLF POUNDS PER POUNDS PER LINEAR FOOT PSF POUNDS PER POUNDS PER POUNDS PER SQUARE FOOT PSI POUNDS PER POUNDS PER SQUARE INCH PV PHOTOVOLTAIC PHOTOVOLTAIC QTY QUANTITY QUANTITY R RADIUS RADIUS REF REFERENCE REFERENCE REINF REINFORCE(ING)(MENT) REINFORCE(ING)(MENT) REQD REQUIRED REQUIRED SCHED SCHEDULE(D) SCHEDULE(D) SIM SIMILAR SIMILAR S.O.G. SLAB ON GRADE SLAB ON GRADE SPEC SPECIFICATION(S) SPECIFICATION(S) SQ SQUARE SQUARE SS STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD STL STEEL STEEL STRUCT STRUCTURAL STRUCTURAL SYMM SYMMETRICAL SYMMETRICAL T TOP TOP T&B TOP & BOTTOM TOP & BOTTOM THK THICK(NESS) THICK(NESS) T.O. TOP OF TOP OF TOC TOP OF CONCRETE TOP OF CONCRETE TRANS TRANSVERSE TRANSVERSE TYP TYPICAL TYPICAL U.O.N. UNLESS OTHERWISE UNLESS OTHERWISE NOTED VERT (V) VERTICAL VERTICAL W WIDE WIDE W/ WITH WITH W/C WATER CEMENT WATER CEMENT RATIO WT WEIGHTWEIGHT

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%%USTATEMENT OF SPECIAL INSPECTIONS

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GENERAL 1. THIS STATEMENT OF SPECIAL INSPECTIONS PROVIDES PROJECT THIS STATEMENT OF SPECIAL INSPECTIONS PROVIDES PROJECT COMPLIANCE WITH THE PROVISIONS OF THE 2015 INTERNATIONAL BUILDING CODE (IBC), CHAPTER 17 FOR SPECIAL INSPECTION. 2. EXCEPT WHERE OTHERWISE NOTED, SPECIAL INSPECTION WILL BE EXCEPT WHERE OTHERWISE NOTED, SPECIAL INSPECTION WILL BE COORDINATED BY CONTRACTOR. 3. REFER TO THE TABLES 1705.3 & 1705.6 FOR PROJECT SPECIFIC REFER TO THE TABLES 1705.3 & 1705.6 FOR PROJECT SPECIFIC INSPECTION TYPES AND FREQUENCIES. 4. PERIODIC SPECIAL INSPECTION IS DEFINED AS THE PART-TIME OR PERIODIC SPECIAL INSPECTION IS DEFINED AS THE PART-TIME OR INTERMITTENT INSPECTION OF THE WORK BY AN APPROVED INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF WORK. SEE SPECIFIC MATERIAL SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS. CONTINUOUS SPECIAL INSPECTION IS DEFINED AS THE FULL-TIME INSPECTION OF THE WORK BY AN APPROVED INSPECTOR WHO IS CONTINUOUSLY PRESENT AND MONITORING THE WORK PERFORMED. SEE SPECIFIC MATERIAL SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS. IN ALL CASES, THE INSPECTION SHALL BE COORDINATED AND PERFORMED SO THAT WORK CAN BE CORRECTED PRIOR TO OTHER RELATED WORK PROCEEDING AND COVERING THE INSPECTED WORK. SPECIAL INSPECTION SERVICES 1. SPECIAL INSPECTIONS WILL BE PROVIDED BY A CERTIFIED OR SPECIAL INSPECTIONS WILL BE PROVIDED BY A CERTIFIED OR QUALIFIED SPECIAL INSPECTOR(S), AS DETERMINED AND TO THE SATISFACTION OF THE ENGINEER AND BUILDING OFFICIAL. 2. ASSOCIATED TESTING WILL BE PERFORMED AS INDICATED IN THESE ASSOCIATED TESTING WILL BE PERFORMED AS INDICATED IN THESE DOCUMENTS BY AN APPROVED AND ACCREDITED AGENCY, AS DETERMINED AND TO THE SATISFACTION OF THE ENGINEER AND BUILDING OFFICIAL. 3. THE SPECIAL INSPECTOR(S) WILL OBSERVE THE INDICATED WORK THE SPECIAL INSPECTOR(S) WILL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND SUBMIT RECORDS OF INSPECTION. ALL DISCREPANCIES WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR AND THE ENGINEER, FOR REVIEW AND CORRECTION. 4. SPECIAL INSPECTION AND ASSOCIATED TESTING REPORTS WILL BE SPECIAL INSPECTION AND ASSOCIATED TESTING REPORTS WILL BE SUBMITTED TO THE ENGINEER, CONTRACTOR, BUILDING OFFICIAL, AND OWNER WITHIN ONE WEEK OF INSPECTION OR WITHIN ONE WEEK OF TEST COMPLETION. 5. AT THE CONCLUSION OF CONSTRUCTION, A FINAL REPORT WILL AT THE CONCLUSION OF CONSTRUCTION, A FINAL REPORT WILL BE SUBMITTED BY THE SPECIAL INSPECTOR(S) WHICH DOCUMENTS THE REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF PREVIOUSLY NOTED DISCREPANCIES. THE FINAL REPORT WILL BE SUBMITTED TO THE ENGINEER, CONTRACTOR, BUILDING OFFICIAL AND OWNER.

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TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS

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VERIFICATION AND INSPECTION TASK 1. VERIFY MATERIALS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN 2. VERIFY EXCAVATIONS VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. 3. PERFORM PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. 4. VERIFY USE OF PROPER VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. 5. PRIOR TO PLACEMENT PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED

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FOR SI: 1 INCH = 25.4 MM. a. WHERE APPLICABLE, SEE ALSO SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH ACI355.2 OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF WORK.

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TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION

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VERIFICATION AND INSPECTION TASK

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CONTINUOUS

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PERIODIC

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REFERENCED STANDARD

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IBC REFERENCE

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1. INSPECTION OF REINFORCING INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT. 2. INSPECTION OF ANCHORS INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS . 3. VERIFYING USE OF REQUIRED VERIFYING USE OF REQUIRED DESIGN MIX. 4. AT THE TIME FRESH CONCRETE AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TEST, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 5. INSPECTION OF CONCRETE AND INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 6. INSPECTION FOR MAINTENANCE INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. 7. INSPECT FORMWORK FOR INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.

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ACI 318: 3.5, 7.1 - 7.7 ACI 318: 8.1.3, 21.1.8 ACI 318: CH. 4, 5.2 - 5.4 ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 ACI 318: 5.9, 5.10 ACI 318: 5.11 - 5.13 ACI 318: 6.1.1

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1910.4 1909.1 1904.2, 1910.2, 1910.3 1910.10 1910.6, 1910.4, 1910.8 1910.9

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1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE BEFORE STARTING WORK, AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND TYPICAL DETAILS IN CASE OF CONFLICT. 4. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THESE STRUCTURAL DRAWINGS. 5. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH LOCAL ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH LOCAL STANDARDS AND THE APPLICABLE PROVISIONS OF THE 2015 INTERNATIONAL BUILDING CODE. 6. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS. 7. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE, THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE INDICATED. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, SHORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND GIN POLES, ETC.. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE OR SHE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT CONSTITUTE INSPECTION OF THE ABOVE ITEMS. 8. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE ERECTION THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE ERECTION SHORING AND BRACING AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 9. EXCAVATIONS SHALL BE SHORED, BRACED OR SLOPED TO PREVENT DAMAGE EXCAVATIONS SHALL BE SHORED, BRACED OR SLOPED TO PREVENT DAMAGE TO ADJACENT EXISTING STRUCTURES, UTILITIES, ETC. 10. NO PIPES, DUCTS OR OPENINGS SHALL BE PLACED IN FOUNDATION SLABS NO PIPES, DUCTS OR OPENINGS SHALL BE PLACED IN FOUNDATION SLABS UNLESS SPECIFICALLY SHOWN OR NOTED ON THESE STRUCTURAL DRAWINGS. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY SHOWN. 11. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DETAILS FOR THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DETAILS FOR AVOIDING THE INTERFERENCE OF MATERIALS TO BE EMBEDDED IN CONCRETE INCLUDING BUT NOT LIMITED TO REINFORCING STEEL, MISCELLANEOUS STEEL AND CONDUITS. THIS IS BEST ACCOMPLISHED THROUGH CAREFUL COORDINATION OF SHOP DRAWINGS. 12. PRIOR TO BEGINNING EXCAVATION, THE CONTRACTOR SHALL LOCATE EXISTING PRIOR TO BEGINNING EXCAVATION, THE CONTRACTOR SHALL LOCATE EXISTING UTILITY SERVICES IN AREAS TO BE EXCAVATED. 13. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES IN THE THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES IN THE WORK AREA AND SHALL REPAIR ANY DAMAGE CAUSED BY HIS OR HER OPERATIONS AT HIS OR HER OWN COST. 14. ALL ASTM STANDARDS LISTED HEREIN, SHALL BE OF THE ISSUE LISTED IN ALL ASTM STANDARDS LISTED HEREIN, SHALL BE OF THE ISSUE LISTED IN THE CURRENT ANNUAL BOOK OF STANDARDS SECTION 00, VOLUME 00.01 OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS. 15. CONTRACTOR SHALL VERIFY THE SITE CONDITIONS ARE ACCEPTABLE FOR THE CONTRACTOR SHALL VERIFY THE SITE CONDITIONS ARE ACCEPTABLE FOR THE PROPOSED CONSTRUCTION. 16. A PROPERTY OWNER'S FINAL REPORT OF WORK REQUIRING SPECIAL A PROPERTY OWNER'S FINAL REPORT OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, OR ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 17. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION DEWATERING AS NEEDED TO THE CONTRACTOR SHALL PROVIDE CONSTRUCTION DEWATERING AS NEEDED TO INSTALL FOUNDATIONS, EQUIPMENT PADS AND FILLS.

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%%UDESIGN CRITERIA

DRAWING NO.

SHEET OF 6









OI JM CC


ENGINEER'S NAME

DATE: 06/21/2018

R.C.E. NO.: 38396

EXP.: 03/31/2019


BEACON'S BEACH




XXXXX-G

AS-BUILT APPROVALS


CITY ENGINEER DATE

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SLAB & WALL MIN SPLICE LENGTHS

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FOOTING, BEAM & COLUMN MINIMUM SPLICE LENGTHS

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OTHER BAR

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TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW THE SPLICE.

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ALL BENDS SHALL BE MADE COLD.

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HOOK LENGTHS (H)

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STANDARD HOOKS

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STIRRUP OR TIE HOOK

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CENTER TO CENTER BAR SPACING SHALL BE 4DB. IF SPACING IS 4DB, USE CONGESTED BEAM SPLICES.

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%%UBOTTOM BARS

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IS GREATER (12" MIN)

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DRAWING NO.

SHEET OF 6









OI JM CC


ENGINEER'S NAME

DATE: 06/21/2018

R.C.E. NO.: 38396

EXP.: 03/31/2019


BEACON'S BEACH




XXXXX-G

AS-BUILT APPROVALS


CITY ENGINEER DATE

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GUARDRAIL FENCE

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BRUSH

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DENSE

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DENSE

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SIGN

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CONC

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PROPERTY LINE

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NOTES: 1. SEE SHEET S-XX FOR TYPICAL PRECAST STAIR DETAILS SEE SHEET S-XX FOR TYPICAL PRECAST STAIR DETAILS 2. TREAD DEPTH = 11" MEASURED FROM NOSE TO NOSE TREAD DEPTH = 11" MEASURED FROM NOSE TO NOSE 3. RISER HEIGHT = 7" RISER HEIGHT = 7" 4. ALL LANDINGS CONTAIN A 1% SLOPE TOWARDS THE ALL LANDINGS CONTAIN A 1% SLOPE TOWARDS THE ADJACENT DOWN RUN OF STAIRS PER CIVIL DRAWINGS

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OVERALL STAIRS PLAN

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98.02'

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97.87'

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51.00'

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50.94'

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39.27'

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27.56'

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DRAWING NO.

SHEET OF 6









OI JM CC


ENGINEER'S NAME

DATE: 06/21/2018

R.C.E. NO.: 38396

EXP.: 03/31/2019


BEACON'S BEACH




XXXXX-G

AS-BUILT APPROVALS


CITY ENGINEER DATE

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LANDING REINFORCING

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LEDGE REINFORCING

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PIER VERTICAL REINFORCING

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GRADE

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OPTIONAL MECHANICAL COUPLER

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STAIR STRINGER BOTTOM SUPPORT

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STAIR STRINGER LONGIT REINF

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STIRRUPS PER TYPICAL STAIR SECTION

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CIP LANDING PER PLAN

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DRAWING NO.

SHEET OF 6









OI JM CC


ENGINEER'S NAME

DATE: 06/21/2018

R.C.E. NO.: 38396

EXP.: 03/31/2019


BEACON'S BEACH




XXXXX-G

AS-BUILT APPROVALS


CITY ENGINEER DATE

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PLANNING

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INSPECTOR

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BEARING PAD

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BEARING PAD

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PRECAST CONCRETE STRINGER

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PRECAST CONCRETE STAIR SLAB

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BEARING PAD, TYP

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3-#7 BOT. LONGIT REINF

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2-#5 TOP LONGIT REINF

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#4 STIRRUPS @ 8"

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#4 @ 12" EW w/ HOOKED ENDS

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GUARDRAIL

DRAWING NO.

SHEET OF 6









OI JM CC


ENGINEER'S NAME

DATE: 06/21/2018

R.C.E. NO.: 38396

EXP.: 03/31/2019


BEACON'S BEACH




XXXXX-G

AS-BUILT APPROVALS


CITY ENGINEER DATE

PUBLIC WORKS

PLANNING

REVIEWER

INSPECTOR

INT. DATE



CITY ENGINEER

DATE DATE

AE

CO

M T

EC

HN

IC

AL

S

ER

VIC

ES

, IN

C.

40

1 W

ES

T A

S

TR

EE

T, S

UIT

E 1

20

0, S

AN

D

IE

GO

, C

A 9

21

01

PH

ON

E 6

19

-6

10

-7

60

0 F

AX

6

19

-6

10

-7

60

1

MARK HOLTER

50%

S

UB

MIT

TA

L - N

OT

F

OR

C

ON

ST

RU

CT

IO

N

6

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98.02'

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97.87'

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86.20'

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86.10'

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74.44'

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74.39'

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62.72'

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62.67'

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51.00'

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50.94'

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39.27'

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39.22'

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27.56'

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15.79'

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15.74'

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12.24'

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27.46'

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0

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-

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0

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0

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5

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-

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SCALE: 3/8" = 1'-0"

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0

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0

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0

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12

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8

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-

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1

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2

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A

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3

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B

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4

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E

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5

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G

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6

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C

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7

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D

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8

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F

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PIER

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PIER

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PIER

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PIER

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PIER

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PIER

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PIER

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PIER

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DN

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DN

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DN

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DN

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DN

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DN

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DN

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DN

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SHEET NOTES: 1. SEE OVERALL STAIR PLAN FOR DIMENSIONS/ANGLES NOT SHOWN SEE OVERALL STAIR PLAN FOR DIMENSIONS/ANGLES NOT SHOWN

NORTH

DRAWING NO.

SHEET OF 9



DESCRIPTION: 1025 (ENC-25 L.S. 7322)LOCATION: MIDDLE OF INTERSECTION OF S. EL PORTOL ST. & LA MESA AVE. RECORD FROM: RECORD OF SURVEY 18416ELEVATION: 60.601' DATUM: NAVD88

DESIGNED BY: DRAWN BY: CHECKED BY:KO JV DL


ENGINEER'S NAME

DATE: 07/12/2018

R.C.E. NO.: 38396

EXP.: 03/31/2019

GRADING PLAN FOR:BEACON'S BEACH

RECONSTRUCTION GRADING PLAN



XXXXX-G

AS-BUILT APPROVALS


CITY ENGINEER DATE

PUBLIC WORKS

PLANNING

REVIEWER

INSPECTOR

INT. DATE RECOMMENDED: APPROVED:

STEPHANIE KELLAR, PE CHRISTOPHER L. MAGDOSKU, PECITY ENGINEER

DATE DATE

AE

CO

M T

EC

HN

ICA

L S

ER

VIC

ES

, IN

C.

401

WE

ST

A S

TRE

ET,

SU

ITE

120

0, S

AN

DIE

GO

, CA

921

01P

HO

NE

619

-610

-760

0 FA

X 6

19-6

10-7

601

DANIEL A. LEE

50%

S

UB

MIT

TA

L - N

OT

F

OR

C

ON

ST

RU

CT

IO

N

5

PROPOSED STRIPING

PROPERTY LINE

FAILURE PLANE

EXISTING CONTOURS

LEGEND

MILL AND OVERLAY 2"

PROPOSED FENCE

EXISTING GUARD RAILFENCE

PROPOSED SCREEN WALL

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GV

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GV

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S

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WV

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GV

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PP P23331

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PP P23332

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PP P126232

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G

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G

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G

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G

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G

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G

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G

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G

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G

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G

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S

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S

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S

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S

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S

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S

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S

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S

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RIM=99.80' FL=91.24'

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RIM=96.87' FL=86.27'

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VAULT

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W

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W

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W

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W

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W

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W

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W

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W

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W

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W

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W

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NUT EL=94.37'

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ASPH

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S

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APN: 25431102

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APN: 25431107

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APN: 25404031

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APN: 25431106

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APN: 25431201

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APN: 25431202

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APN: 25431203

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APN: 25431204

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APN: 25431205

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APN: 25431206

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APN: 25431207

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APN: 25431208

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EMERGENCY VEHICLES ONLY

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EMERGENCY

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VEHICLES

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ONLY

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8.0'

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PROPOSED 6" AC DIKE, PER DETAIL C SHEET 88

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ESTIMATED FAILURE PLANE

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PROPOSED DOUBLE STRIPING 2' WIDE WITH MIN. 4" WIDE PAINTED LINES (TYP)

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NEPTUNE AVENUE

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PROPERTY LINE

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PROPOSED 4" WIDE WHITE STRIPING (TYP)

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PROPERTY LINE

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FIRE HYDRANT

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FIRE HYDRANT

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WEST LEUCADIA BOULEVARD

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END STRIPING

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PROPOSED 4" HIGH WHEEL STOP (TYP)

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PROPOSED 10' ARROW STRIPING PER DETAIL D SHEET 8 (TYP)8 (TYP) (TYP)

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PROPOSED DISABLED PARKING SIGN PER DETAIL G SHEET 88

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PROPOSED ISA MARKING PER DETAIL G SHEET 88

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PROPOSED CURB RAMP PER DETAIL E SHEET 88

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PROPOSED CURB & GUTTER PER DETAIL B SHEET 88

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EXISTING STORM DRAIN PIPE, PROTECT-IN-PLACE

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EXISTING STORM DRAIN PIPE, REMOVE AND REPLACE

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EXISTING IMPROVEMENTS PROTECT IN PLACE

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PROPOSED SCREEN WALL

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PROPOSED FENCE

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PROPOSED SIGN PER DETAIL A SHEET 88

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PROPOSED BIKE RACK

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PROPOSED LOW STAIR SAFETY LIGHTING AT STEPS

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PROPOSED BENCH LOCATIONS

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PROPOSED SIGN RELOCATION

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SCALE: 1" = 20'-0"

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0

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20'

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40'

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PLAN

8

DRAWING NO.

SHEET OF 9



DESCRIPTION: 1025 (ENC-25 L.S. 7322)LOCATION: MIDDLE OF INTERSECTION OF S. EL PORTOL ST. & LA MESA AVE. RECORD FROM: RECORD OF SURVEY 18416ELEVATION: 60.601' DATUM: NAVD88

DESIGNED BY: DRAWN BY: CHECKED BY:KO JV DL


ENGINEER'S NAME

DATE: 07/10/2018

R.C.E. NO.: 38396

EXP.: 03/31/2019

GRADING PLAN FOR:BEACON'S BEACH

RECONSTRUCTION GRADING PLAN



XXXXX-G

AS-BUILT APPROVALS


CITY ENGINEER DATE

PUBLIC WORKS

PLANNING

REVIEWER

INSPECTOR

INT. DATE RECOMMENDED: APPROVED:

STEPHANIE KELLAR, PE CHRISTOPHER L. MAGDOSKU, PECITY ENGINEER

DATE DATE

AE

CO

M T

EC

HN

ICA

L S

ER

VIC

ES

, IN

C.

401

WE

ST

A S

TRE

ET,

SU

ITE

120

0, S

AN

DIE

GO

, CA

921

01P

HO

NE

619

-610

-760

0 FA

X 6

19-6

10-7

601

DANIEL A. LEE

50%

S

UB

MIT

TA

L - N

OT

F

OR

C

ON

ST

RU

CT

IO

N

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UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENCE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT ______ OR BY TELEPHONING ______.

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REFER TO CBC 11B-502.8

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1/2" R

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GUTTER LINE

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CURB LINE

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1

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3

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NOTES: 1. CONCRETE SHALL BE 520-C-2500. 2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS. 3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER.

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1/2" R

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CURB LINE

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1

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3

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1" R

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G-01:

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G-02:

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1:1

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SECTION

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SIDE VIEW

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NOTES: 1. DIKES SHALL BE PLACED ON A 2" SECTION OF A.C. SURFACING, EXTENDING THROUGHOUT THE WIDTH OF THE DIKE. 2. PG-70-10 GRADE ASPHALT TO BE USED FOR ALL DIKES. 3. SHAPE AND COMPACT DIKES WITH AN EXTRUSION MACHINE OR OTHER EQUIPMENT CAPABLE OF SHAPING AND COMAPCTING THE MATERIAL TO THE REQUIRED CORSS-SECTION

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APPROXIMATE DIKE QUANTITIES: - TYPE A: 0.0250 TONS REQUIRED PER LINEAR FOOT

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SLOPE END OF DIKE 1:1 WHEN NOT JOINING OTHER IMPROVEMENTS

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1'-0" GRID

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A=14 ft 2

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PROPOSED CURB

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PROPOSED STRIPING

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PROPOSED ISA MARKING PER DETAIL G

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PROPOSED DISABLED PARKING SIGN PER DETAIL G

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PROPOSED WHEEL STOP

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2.00% MAX

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2.00% MAX

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8.33% MAX

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2.00% MAX

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PROPOSED STRIPING

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PROPOSED CURB AND GUTTER

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PROPOSED 10' ARROW STRIPING PER DETAIL D

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STRIPING PER DETAIL G

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REFER TO SDS G-27 TYPE B

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EPOXY #4 BARS AT 12" O.C. SPACING

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EPOXY #10 BAR 18" 30" C.T.C. SPACING

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EXPANSION JOINT FILLER

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JOINT SEALANT

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NOTES: 1. CONCRETE SHALL BE 6" MIN. THICKNESS AND 4000 PSI STRENGTH AT 28 DAYS. PROVIDE #4 REINFORCEMENT AT 12" O.C. AND SAWCUT JOINTS IN CONCRETE PAVEMENT IN ACCORDANCE WITH ACI STANDARDS.

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0" CURB

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TRUNCATED DOMES

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PROJECTED 6" CURB

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EXPANSION JOINT FILLER

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8.00% MAX

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PEDESTRIANVEHICULARVEHICULAR

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R99C (CA) 12"X24"

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#30 FELT SLIP SHEET

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PROPOSED PAVEMENT

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1/2" FOAM WRAP WITH SEALANT

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6" DIAMETER CONCRETE FILLED STEEL POST

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WHITE

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BLUE

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ELEVATION (N.T.S.)

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PLAN (N.T.S.)

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REFER TO CBC 11B-703.7.2.1

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TRUNCATED DOMES

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ACCESSIBLE

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VAN

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R7-8P 9"X18"

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ONLY

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PARKING

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MINIMUM

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FINE $250

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REFER TO CBC 11B-705.1

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SIGNS PER MUTCD STANDARDS

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SCALE: 1" = 1'-0"

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0

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2'

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ADDITIONAL SIGNAGE

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A

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8

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0

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1'

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2'

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CURBS AND GUTTER

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B

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8

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SCALE: 1" = 1'-0"

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0

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1'

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2'

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G-05 TYPE-A DIKE

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C

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8

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SCALE: 1/2" = 1'-0"

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0

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1'

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2'

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4'

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CALTRANS A24A TYPE I ARROW

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D

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8

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SCALE: 1" = 5'-0"

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10'

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5'

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0

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ADA PARKING STALL AND RAMP

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E

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8

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SCALE: 1" = 1'-0"

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0

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1'

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2'

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SIDEWALK JOINTS AND RAMP

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F

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8

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SCALE: 1/2" = 1'-0"

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0

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1'

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2'

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4'

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ACCESSIBLE PAVEMENT MARKINGS

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SIGNAGE, AND TRUNCATED DOMES

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G

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8

50% submittal - not for construction

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