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HomeMy WebLinkAboutR-406301rAl.IMINI! .Vr __J J w m a Q N 0 N �-1 a O 1 rn 00 i U) 0 Q0 rn CD CD 0 00 i EL 6i a w M O GENERAL SITE NOTES: I 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY w STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN CONSULTING ENGINEERS, INC UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC HAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. RECORD COVER SHEET FOR GEOTECHNICAL REPORT NOTES: CHICK=FIL=A RENTON 1. THE FOLLOWING GEOTECHNICAL REPORTS FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON POWER EASEMENT ASBUILT LOCATION SOILS REPORTS' GEOTECHNICAL ENGINEERING REPORT KC REC NO. 9410201209 42 JOB NUMBER: 81185084 DATE: 06/21 /2018 ADDENDUMS: 1. STORMWATER INFILTRATION (8/24/2018) 2. LETTER OF ADDENDUM TO GEOTECHNICAL REPORT (7/22/2019) PREPARED BY: TERRACON CONSULTANTS, INC. / 21905 64TH AVENUE WEST SUITE 100, MOUNTLAKE TERRACE, WA 98043 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING 10' AS -BUILT GAS ESMT. CONSTRUCTION. KC REC. NO. 20130411001089 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE SEWER EASEMENT - FURTHER CLARIFICATION, SHALL BE BROUGHT TO REC. NO. 5253595 THE ATTENTION OF THE ARCHITECT/ENGINEER FOR DETERMINATION. 4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN 15' X 100' ACCORDANCE WITH THE RECOMMENDATIONS OF SEWER ESMT \ REC. N0. / J� THE SOILS INVESTIGATION AND THAT THE WORK 9708110700 WAS PERFORMED TO HIS/HER SATISFACTION. 5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANY SITE CLEARING OR GRADING. b• / SITE INFORMATION EXISTING SURFACE AREAS TOTAL LOT AREA: TOTAL SITE AREA: TOTAL ONSITE IMPERVIOUS AREA: TOTAL OFF -SITE IMPERVIOUS AREA: PERVIOUS/LANDSCAPE AREA: PROPOSED SURFACE AREAS TOTAL LOT AREA: TOTAL SITE AREA: TOTAL ONSITE IMPERVIOUS AREA: TOTAL OFF -SITE IMPERVIOUS AREA: TOTAL PERVIOUS/LANDSCAPE AREA: 40,398 SF (0.93 AC) 41,450 SF (0.95 AC) 28,181 SF (0.65 AC) 2,694 SF (0.06 AC) 10,575 SF (0.24 AC) 40,398 SF (0.93 AC) 41,450 SF (0.95 AC) 28,594 SF (0.66 AC) 2,674 SF (0.06 AC) 10,179 SF (0.23 AC) PROJECT INFORMATION /p I ZANITARY SEWER ESMT. , KC REC NO. 97081 10701 HORIZONTAL DATUM - BASIS OF BEARINGS - NAD 83/91 THE HORIZONTAL DATUM FOR THIS PROJECT IS NAD 83(91) PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 60 WAS HELD FOR POSITION AND A LINE BETWEEN CITY OF RENTON CONTROL POINT NO. 60 AND CITY OF RENTON CONTROL POINT NO. 1898 WAS HELD FOR ROTATION BEING NORTH 67° 23' 14" EAST. LEGEND VERTICAL DATUM - BASIS OF ELEVATIONS - NAVD88 THE VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF RENTON. CITY OF RENTON BENCHMARK NO. 1920 WAS HELD FOR ELEVATION, BEING 27.87 FT. PROPOSED EXISTING (NAVD88). CURB AND GUTTER PROPERTY ADDRESS CURB LUMINAIRE (LUM.) 375 RAINIER AVE S RENTON, WA 98055 BARRIER CURB PAINT STRIPE YARD LIGHT CSC FLOOD ZONE INFORMATION CONCRETE POWER METER DESIGNATION OF THE FLOOD ZONE IS SCALED PER FEMA FIRM MAP NUMBER 53033C0977F, CONCRETE ° EFFECTIVE MAY 16, 1995 AND DOWNLOADED FROM FEMA MAP SERVICE CENTER WEBSITE POWER POLE -0- (http://msc.femo.gov) ON JANUARY 14, 2019: ASPHALT CONTOUR 432-- JUNCTION BOX (AS NOTED) ® ZONE X - AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAN. SAWCUT WATER _ _ _ _ _ W_ CATCH BASIN (CB) ❑ PARCEL NUMBERS: STORM MANHOLE (SDMH) 000720-0149 CONTOUR - - - -432- - - - - 000720-0215 STORM - - - SD- SANITARY SEWER MANHOLE (SSMH) 0 WATER W LEGAL DESCRIPTION & BENCHMARK SEE SHEET C2.0 TYPE 1 CATCH BASIN ❑ CLEANOUT (AS NOTED) 0 WATER METER � GAS METER 0 STORM ESTIMATED EARTHWORK QUANTITIES: SANITARY - - SS- - GAS VALVE SANITARY WATER VALVE (WV) yu� CUT: 3,070 CY SS MANHOLE O W GAS G FILL 3,046 CY FIRE HYDRANT(FH) � POWER P GAS G NET: 34 CY (CUT) PAINT STRIPE POWER OVERHEAD -P (OHS CONNECTION (FDC) AREA TO BE DISTURBED = 0.95 AC WATER METER EE EARTHWORK QUANTITIES ARE APPROXIMATE AND HIGHLY DEPENDANT ON SOIL TYPE 1 CATCH BASIN POWER UNDERGROUND -P (UG)- SIGN CONDITIONS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHOULD PERFORM INDEPENDENT ESTIMATE FOR BIDDING. TYPE 2 CATCH BASIN O GRAVEL/SAND (AS NOTED) DIRECTIONAL ARROW �j� SURVEYED: RLH SANITARY SEWER CLEANOUT • ASPHALT BOLLARD ® DESIGNED: JC BUILDING LINE CONIFEROUS TREE DRAWN: C M S WATER LINE W {/�1 AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM OH/UG TEL. LINE -T(xx)- DECIDUOUS TREE 0 N0. REVISION BY DATE APPR APPROVED: CRJ 5200 BRUFFINGTON ROAD ATLANTA, GEORGIA 30349 TEL: (404) 305-4407 CONTACT: DON IKELER EMAIL: DON.IKELER@CHICK-FIL-A.COM ARCHITECT WARE MALCOMB 3015 112TH AVE NE #205 BELLEVUE, WA 98004 TEL: (310) 903-4011 CONTACT: WAYNE LIN EMAIL: WLINQWAREMALCOMB.COM 10' AS -BUILT GAS ESMT. KC REC. NO. 20130411001089 (TO BE RELINQUISHED) IS ENGINEER/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 TEL: (425) 251-6222 FAX: (425) 251 -8782 CONTACT: JASON CAREY OWEN B. HILLE, P.L.S. LANDSCAPE ARCHITECT BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 TEL: (425) 251-6222 FAX: (425) 251-8782 CONTACT: JEFF VARLEY, R.L.A. GEOTECHNICAL TERRACON CONSULTANTS, INC. 21905 64TH AVENUE WEST SUITE 100, MOUNTLAKE TERRACE, WA 98043 (425) 771 -3304 CONTACT: DAVID A. BASKA, PHD, P.E. S 10'53' 15"W 42.03' s 1 04 . E ;S19'57 4.48' INDEX OF SHEETS: C1.0 - RECORD COVER SHEET C2.0 - RECORD EXISTING CONDITIONS MAP C3.0 - RECORD TESC AND DEMOLITION PLAN C3.1 - RECORD TESC NOTES C4.0 - RECORD GRADING PLAN - NORTH C4.1 - RECORD GRADING PLAN - SOUTH C5.0 - AS -BUILT DRAINAGE PLAN C5.1 - RECORD DRAINAGE DETAILS C5.2 - AS -BUILT DRAINAGE DETAILS C5.3 - RECORD DRAINAGE DETAILS C6.0 - RECORD HORIZONTAL CONTROL PLAN C7.0 - RECORD SITE PLAN C8.0 - AS -BUILT SANITARY SEWER PLAN C8.1 - RECORD SANITARY SEWER DETAILS C9.0 - RECORD WATER PLAN C9.1 - RECORD WATER UTILITY DETAILS C9.2 - RECORD WATER UTILITY DETAILS C10.0 - RECORD COMPOSITE UTILITY PLAN C11.0 - RECORD CFA STANDARD DETAILS C11.1 - RECORD CFA STANDARD DETAILS C11.2 - RECORD CFA STANDARD DETAILS C11.3 - RECORD CFA STANDARD DETAILS C11.4 - RECORD CONSTRUCTION DETAILS C12.0 - RECORD CONDITIONS OF APPROVAL UTILITY CONTACT INFORMATION STORM DRAINAGE WATER SANITARY SEWER WATER NATURAL GAS ELECTRIC TELEPHONE SERVICES (OTHERS AVAILABLE) SCALE: 1W=40' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON 1055 S GRADY WAY RENTON, WA 98057 (425) 430-7299 CITY OF RENTON 1055 S GRADY WAY RENTON, WA 98057 (425) 430-7299 PUGET SOUND ENERGY 10885 NE 4TH STREET BELLEVUE, WA 98009 (888) 225-5773 COMCAST ONE COMCAST CENTER PHILADELPHIA, PA 19103 (800) 934-6489 Sw SNHS�"j g�Vo SITE z a Z S 3RD STREET S RTN PV0 RENTON, WASHINGTON VICINITY MAF' N.T.S. ® Know what's below. p Call before you dig. 1 Dial 811 NOTIFICATION REQUIREMENT NOTE: PROPOSED DEVELOPMENT INCLUDES WORK THAT MAY DISTURB ADJACENT PARCELS AND WITHIN A JOINT ACCESS EASEMENT. CONTRACTOR TO CONFIRM WITH 4G DEVELOPMENT AND CONSULTING, INC. (951-970-9138) AND/OR CHICK-FIL-A FOR ANY RESTRICTIONS, TEMPORARY EASEMENTS OR AGREEMENTS FOR CONSTRUCTION, PROPER NOTIFICATION TIMING, AND PHASING CONSIDERATIONS TO LIMIT DISTURBANCE TO ADJACENT PROPERTY OWNERS AND ALL PARCELS PARTY TO AFOREMENTIONED JOINT ACCESS EASEMENT. SITE PLAN NOTE: SITE PLAN HAS BEEN PROVIDED BY WARE MALCOMB. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY OF THE SITE PLAN. MONUMENT PROTECTION NOTE: CONTRACTOR SHALL FIELD LOCATE ALL MONUMENTS WITHIN THE AREA OF DISTURBANCE PRIOR TO CONSTRUCTION AND PROTECT FROM DISTURBANCE/DESTRUCTION TO THE MAXIMUM EXTENT FEASIBLE. IF IT IS NECESSARY TO REMOVE OR REPLACE A MONUMENT DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION HAVING AUTHORITY (RCW 58.24.040) AND BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PRIOR TO DISTURBANCE, DESTRUCTION, OR RELOCATION (WAC 332-120). APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR AND MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES: WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 (206) 902-1 190 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED THAT ARE ABLE TO BE REPLACED, SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENTS OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. HORIZONTAL CONTROL NOTE: CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS USING COORDINATE GEOMETRY (RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., REFLECTING ANY ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE cp 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. �R�S JE�SF Barghausen Consulting Engineers, Inc. �z 18215 72nd Avenue South o 47671 0 �� Kent, WA 98032 mess 0L 1 T E E�G\�� 425.251.6222 barghausen.com '51\ VERTICAL: NAVD _ • C I T Y O F HORIZONTAL: NAD 1983/183/1991 RENTON Planning/Building/Public Works Dept. R - 406301. IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD COVER SHEET 0 � FOR CHICK-FIL-A RENTON A® 375 RAINIER AVE S RENTON, WA 98055 6.mw-*_ STORE NO.:04249 DATE: 12/19/2019 FIELDBOOK: PAGE: DRAWING N0: C1.0 SHEET: 1 OF: 24