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HomeMy WebLinkAboutC3.0_Site Plan 4 3 2 1 COVER SHEET N NFOR I E RIVER VALLEY ST Lid CHICK=FIL =A MERIDIAN CIVIL SHEET INDEX A Z Sheet Number Sheet Title M PTN. OF THE NW1/4 OF THE SW1/4 OF SEC. 4, C1.0 COVER SHEET m o TWP. 3 N., RGE. 1 E., B.M. C1.1 CITY OF MERIDIAN STANDARD NOTES r- < CITY OF MERIDIAN, ADA COUNTY, IDAHO C2.0 ESC AND DEMO PLAN A 0 E GENERAL SITE NOTES: C3.0 SITE AND HORIZONTAL CONTROL PLAN SITE E C4.0 GRADING PLAN AGE DR 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT C5.0 UTILITY AND DRAINAGE PLAN E VILL CP THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. C6.0 CONSTRUCTION DETAILS o ENd C6.1 CONSTRUCTION DETAILS0 0 D o02. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 0 20' 40' 80' 0 0 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING LANDSCAPE SHEET INDEX E LONGWING LN UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN SCALE: 1 "=40' MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE Sheet Number Sheet Title OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY L1 LANDSCAPE PLAN Z Chick-fll-A LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME 5200 Buffington Road UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING L2 PLANT SCHEDULE o ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF L3 LANDSCAPE NOTES & DETAILS FAIRVIEW AVE Atlanta Georgia 30349- CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. m 2998 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 r J ---- --- ° CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S I I RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. 10VICINITY MAP MERIDIAN IDAHO 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 I I I NOT TO SCALE FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. I _ D- E a � D 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO I L D CONSTRUCTION. ' _ ' ------ ' " '-1 ENGINEER/ARCHITECT GEOTECHNICAL - � - I � � ' --S89'3450E 266.33 --� I ° = ! ° TERRACON CONSULTANTS, INC. 15-FOOT POWER EASEMENT a ------ --------- '----- , LAN DSCAPE/SURVEY 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. 11849 W EXECUTIVE DR STE G Bar hausen WITH NO RECORDING ° BARGHAUSEN CONSULTING ENGINEERS INC. g INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE INFORMATION AS SHOWN ON ° a ° ; BOISE, ID 83713-1944 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. ROS INST. N0. 108093071. ;• , j 18215 72ND AVE. SOUTH TEL: (208) 323-9592 Consulting Engineers, Inc. • °� ; - b 4 -__ KENT, WA 98032 CONTACT: RYAN J. OLSEN, P.E. • d. Q i TEL: (425) 251 -6222 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR 20-FOOT MULTI-USE FAX: (425) 251 -8782 CLIENT 18215 72nd Avenue South UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE-CONSTRUCTION MEETING(S). CONTRACTOR SHALL PATHWAY EASEMENT, I a b INST. N0. 1 1 207361 5. • • 4 m CONTACT. SON CAREY/MONIKA UEHLIN Kent, W*98032 PROVIDE ONE WEEK MINIMUM ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF II ------ b •• :m° , �,� JA CHICK-FIL-A ° JEFF VARLEY/MARK DUFFNER, P.L.S 15635 ALTON PARKWAY, SUITE 350 425.251.6222 PRE-CONSTRUCTION MEETINGS. 10-FOOT ELECTRICAL ;I I 4 i IRVINE CA 92618 POWER FACILITIES -- ---- ; ° barghausen.com 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA EASEMENT, o- • TEL: (�714) 866-1444 STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING INST. NO. 112050560, I I N r ° EMAIL: KARI.TERESAQCFACORP.COM PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET I ��: °I I ,Q ; __ I' ° 1 CONTACT: KART TERESA THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. N SO 34 15 W 171.82 S\0 F �, NAL N 10-FOOT PUBLIC UTILITIES, ' - .-- -- -- - 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EASEMENT DRAINAGEAND IRRIGATION , Z3N are ° • - - - - - - / Ln ---` °� �\S T EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE INST. NO. 112094151 . I � "'�' PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE (PLAT). ° I. i J GEOTECHNICAL REPORT NOTES: CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL _ .0 000 000• a sT o REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. t 1. THE FOLLOWING GEOTECHNICAL REPORTS FOR THE SITE SHALL BE 9Tf OF SOP, 4,858 SQ. t•• \ FT. •• P I CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: yq� P GR��O 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE 35-FOOT LANDSCAPE C PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF STREET BUFFER EASEMENT, ° o (D ; C ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN INST. NO. 112094151 SOILS REPORTS: GEOTECHNICAL ENGINEERING REPORT OR NOT SHOWN ON THE PLANS. (PLAT). -- ---_ - ----- --__- _�-d JOB NUMBER: 621 15054 DATE: 1 1/21/201 1 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 N56'01'44"W 54.50' ` \ _ . 4, " ° - - PREPARED BY: TERRACON CONSULTANTS, INC. O I �- _S89-3__06_E_ 139.79 _ ,,- 11849 W EXECUTIVE DR. ENGINEERS, INC. AT COMPLETION OF PROJECT. 0 --- -- --- �E. VILLAGE DR. S87'36'36"E 81.76' BOISE, ID 83713 _ 8-FOOT PUBLIC ACCESS, UTILITIES ' 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW W AND RIGHT OF WAY EASEMENT, IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN J L INST. NO. 112007198. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE CONSULTING ENGINEERS, INC. (' L THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE a >_ 10-FOOT PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT, OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS, INC., PRIOR TO ANY CONSTRUCTION W 10-FOOT LANDSCAPE STREET BUFFER EASEMENT, PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. _ INST. NO. 112094151 (PLAT). PAVING CONSTRUCTION. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN Z CONSULTING ENGINEERS, INC. UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC. HAS GIVEN A FORMAL WRITTEN 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH U. Ito RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH SITE INFORMATION: REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ' U. 0 MONUMENT PROTECTION NOTE: EXISTING ON-SITE SURFACE AREAS ATTENTION OF THE ARCHITECT/ENGINEER FOR DETERMINATION. � M CONTRACTOR SHALL FIELD LOCATE ANY AND ALL MONUMENTS WITHIN THE AREA OF DISTURBANCE PRIOR TOTAL LOT AREA: 53,143 SF 1.22 AC 4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE Z LU TO CONSTRUCTION AND PROTECT FROM DISTURBANCE/DESTRUCTION TO THE MAXIMUM EXTENT FEASIBLE. TOTAL PERVIOUS/LANDSCAPE AREA: 13,163 SF 0.30 AC TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO Q IF IT IS NECESSARY TO REMOVE OR REPLACE A MONUMENT DURING CONSTRUCTION, THE CONTRACTOR TOTAL IMPERVIOUS: 39,980 SF 0.92 AC VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS W J _ SHALL NOTIFY THE LOCAL JURISDICTION HAVING AUTHORITY AND BE FULLY RESPONSIBLE FOR OBTAINING ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE ANY PERMITS PRIOR TO DISTURBANCE/DESTRUCTION OR RELOCATION OR REPLACEMENT: PROPOSED ON-SITE SURFACE AREAS METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE TOTAL LOT AREA: 53,143 SF 1.22 AC IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS 00 Q Z B UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED THAT ARE TOTAL PERVIOUS/LANDSCAPE AREA: 11,605 SF 0.27 AC INVESTIGATION AND THAT THE WORK WAS PERFORMED TO HIS/HER B 0< W Q ABLE TO BE REPLACED, SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE TOTAL IMPERVIOUS: 41,538 SF 0.95 AC SATISFACTION. DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR MrZ 0 REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. HORIZONTAL DATUM: 5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5) NAD 83/2011 IDAHO STATE COORDINATE SYSTEM, WEST ZONE (1103), WORKING DAYS PRIOR TO ANY SITE CLEARING OR GRADING. J LU N LEGEND: ESTABLISHED BY GPS OBSERVATIONS UTILIZING THE OREGON REAL-TIME GNSS W PROPOSED EXISTING ESTIMATED EARTHWORK QUANTITIES: NETWORK (ORGN). CDN CURB AND GUTTER CURB FOUND PROPERTY CORNER BRASS DISC CUT: 50 CY THE SOUTHWEST CORNER OF SECTION 4, SHOWN HEREON, WAS HELD AS THE UTILITY CONTACT INFORMATION LUMINAIRE (LUM.) BASE POINT TO SCALE FROM IDAHO STATE PLANE GRID COORDINATES TO GROUND EASEMENTS LIMITS o FILL: 0 CY COORDINATES (SCALE FACTOR = 1.0001604222). DISTANCES SHOWN HEREON ARE STORM DRAINAGE ADA COUNTY HIGHWAY DISTRICT FSR# 03084CONCRETE a FOUND PROPERTY CORNER A.C. NET: 50 CY (CUT) GROUND DISTANCES. 3775 ADAMS ST CONCRETE CONTROL POINT AS NOTED GARDEN CITY, ID 83714 AREA TO BE DISTURBED = 0.05 AC VERTICAL DATUM: 208-387-6100 BUILDING TYPE/SIZE: EX. MI REMAIN CONTOUR - FLAG POLE o » RELEASE: PERMIT = ASPHALT EARTHWORK QUANTITIES SHOWN ARE APPROXIMATE AND SHALL NOT BE USED NAVD88 (GEOID 2018) ESTABLISHED BY GPS OBSERVATION OF NGS MONUMENT M z WATER ELECTRICAL JUNCTION BOX FOR BID. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AN INDEPENDENT 141 RESET" (ELEVATION = 2630.31) UTILIZING THE OREGON REAL-TIME GNSS WATER CITY OF MERIDIAN PUBLIC WORKS SAWCUT ------------ III ESTIMATE FOR BIDDING AND CONTRACTING. NETWORK (ORIGIN). SANITARY SEWER 33 E. BROADWAY AVE. REVISION SCHEDULE c, HANDICAPPED PARKING CATCH BASIN (CB) ( MERIDIAN, IDAHO 83642 NO. DATE DESCRIPTION CONTOUR ----432----- STORM ST - STORM MANHOLE (SDMH) sT HORIZONTAL CONTROL NOTE: (208) 888-4433 Q WATER W SANITARY SEWER MANHOLE (SSMH) PROPERTY ADDRESS: (.0 SANITARY - S CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS 2012 N EAGLE RD NATURAL GAS INTERMOUNTAIN GAS COMPANY WATER METER ® SANITARY CLEANOUT AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED FOR MERIDIAN, ID 83646 555 S COLE RD. GAS G CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS USING BOISE, ID 83709 � STORM GAS METER © FLOOD ZONE INFORMATION: (800 548-3679 CONSULTANT PROJECT# N COORDINATE GEOMETRY (RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES ) 22935 POWER P FIBER OPTIC FO - TV PEDESTAL 91 PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY LIES WITHIN FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD PRINTED FOR POWER UNDERGROUND - E WATER GATE VALVE ® TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., REFLECTING ANY INSURANCE RATE MAP (FIRM) NO. 16001CO251J, PANEL 251 OF 875, DATED WASTE REPUBLIC SERVICES PERMIT PAINT STRIPE ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL IMMEDIATELY BE NOTIFIED JUNE 19, 2020. THE SUBJECT PROPERTY IS IN ZONE X (UNSHADED) 01/28/2025 AN AREA 2130 W FRANKLIN RD DATE - rf A CONCRETE EDGE FIRE HYDRANTFH ( ) OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. OF MINIMAL FLOOD HAZARD. MERIDIAN, ID 83642 A DRAWN BY a DRAIN INLET (208) 345-1265 WHO PROPERTY LINE TELEPHONE PEDESTAL II UTILITY CONFLICT NOTE: TAX ACCOUNT NUMBER: Information contained on this drawing and in all digital files BUILDING LINE ORDERING STATION produced for above named project may not be reproduced in R 1343720500 any manner without express written or verbal consent from � CANOPY - SIGN T THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH authorized project representatives. CN OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE SHEET SHRUBS DIRECTIONAL ARROW UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS BOLLARD o SHALL INCLUDE CALLING UTILITY LOCATE @ 811 AND THEN POTHOLING ALL OF THE EXISTING LEGAL DESCRIPTION: COVER SHEET DECIDUOUS TREE O Know what's below c CONIFEROUS TREE o UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT PTN. OF THE NW1/4 OF THE SW1/4 OF SEC. 4, . HOSE BIB .0 CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON TWP. 3 N. RGE. 1 E. B.M. 0 Call before you dig. SHEET NUMBER L fl IRRIGATION BOX m THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD CITY OF MERIDIAN, ADA COUNTY, IDAHO ro ELECTRIC PEDESTAL ELECTRIC CONTROL BOX 0 OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE 1 Dial 811 NOT APPROVED FOR N WATER MANHOLE OW ROUND CATCH BASIN lli ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONSTRUCTIONCn ■ O i CD C 1 0 4 3 2 1 N N 4 3 2 1 CITY OF MERIDIAN STANDARD NOTES RESERVED FOR FOR AGENCY APPROVAL CHICK=FIL =A MERIDIAN PTN. OF THE N W1/4 OF THE SW1/4 OF SEC. 4, TWP. 3 N., RGE. 1 E., B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO E E O�OD City of Meridian City of Meridian o Standard Notes Standard Notes D 0 o D Residential and Commercial Residential and Commercial D D CD D o CD GENERAL CONSTRUCTION O WATER 1. All construction work shall be done in accordance with the current version of the Idaho Standards for 1. Construction of the water system shall conform to the standards in the "Idaho Rules for Public Drinking /+ Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in General Chick-fll-A (and any addendums), Meridian Design Standards, the requirements of the Ada County Highway Construction Note No. 1. District (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). The more 5200 Buffington Road stringent of any of these standards shall be the controlling standards or specifications. 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10)feet.Where it is necessary for a potable water main Atlanta, Georgia 30349- 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the 8 on site or readily accessible at all times during construction (available on the website). Failure to crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking 299 99 have access to a current copy of the Standard Specifications on site could be grounds for a stop work Water Systems(IDAPA 58.01.08)and Section 430.02 of the Wastewater Rules(IDAPA 58.01.16). order until the situation is resolved. 3. The horizontal separation of non-potable services and potable water services or potable water mains 3. The Contractor shall have plans stamped "Approved for Construction" by the City of Meridian on site at shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable all times. water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre-construction conference prior (IDAPA 58.01.08)and Section 430.02 of the Wastewater Rules(IDAPA 58.01.16). to start of work. 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the service line crosses a 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is storm water treatment facility (i.e. seepage beds, drainage swales). D required. No work may begin on any project without Twenty Four(24) hour prior notice. D 5. The Contractor shall be responsible for providing continuous water service to all existing water users 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor affected by construction. If water service must be interrupted, the contractor shall coordinate with the may not open or close water valves. Public Works Inspector. 7. All material furnished on, or for the project must meet the minimum requirements of the approving Barghausen agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish Consulting Engineers, Inc. proof that all materials installed on this project meet the specification requirements set forth in General Construction Note No. 1. SEWER 8. Work subject to approval b an a must be approved prior to A backfillin 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA 18215 72nd Avenue South pp y y governmental agency y pp ( ) g 1 16)as well as the standards and specifications referred to in General Construction Note No 01. . . trenches for pipe; (B)placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. 58. Kent, WA 98032 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm 425.251.6222 Works Department, and their decision shall be final. Such inspections shall not relieve the contractor drain, and irrigation) shall be a minimum of ten (10)feet.Where it is necessary for a potable water main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the barghausen.com from the responsibility of performing the work in an acceptable manner in accordance with the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking DEQ/QLPE approved construction plans. Water Systems(IDAPA 58.01.08)and Section 430.02 of the Wastewater Rules(IDAPA 58.01.16). 10. Any deviation from the approved plans and specifications must have the applicable agency approval in 3. The horizontal separation of non-potable services and potable water services or potable water mains writing prior to construction. shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be S�ONAL F 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems from the Building Division of the Meridian Public Works Department. Any deviation in street light (IDAPA 58.01.08)and Section 430.02 of the Wastewater Rules(IDAPA 58.01.16). locations from the approved plans must be approved in writing from the City Engineer. a� �` 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever the service line 10407 crosses a storm water treatment facility(i.e., seepage beds,drainage swales). 9Tf OF �QP P.G P, C C Page 1 of 4 Page 2 of 4 Rev.March 2018 Rev.March 2018 City of Meridian City of Meridian ' Standard Notes Standard Notes Residential and Commercial Residential and Commercial ROADWAY CLASS"A"MUNICIPAL WASTEWATER RECLAMATION AND REUSE 1. All Contractors working within the public road right-of-way are required to secure a right-of-way For Commercial Subdivisions or Commercial projects that have Public Reuse Main or Services. Lim construction permit from ACHD or ITD at least twenty-four(24)hours prior to any construction. LJL 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the 1. Construction of the Class A effluent distribution system shall conform to the standards in the Idaho M pipe zone. Recycled Water Rules (IDAPA 58.01.17), Wastewater Rules (IDAPA 58.01.16), Recommended Standards for Wastewater Facilities - Great Lakes - Upper Mississippi River Board of Sanitary 00 Engineers (10 States Standards), AWWA manual M24 - Chapter 24 as well as the standards and Z W specifications referred to in General Construction Note No. 1. UJ J 0 PRESSURIZED IRRIGATION 2. The horizontal separation of Class A effluent distribution mains and potable water mains shall be a Q 1. The pressurized irrigation system must be built to the standards of the irrigation district in which it is minimum of ten (10) feet in accordance with IDAPA 58.01.08, "Idaho Rules for Public Drinking Water Systems," Subsection 542.07.Where it is necessary for a Class A effluent distribution main and potable B being constructed. water main to cross, a minimum of eighteen (18) inches of vertical separation shall be maintained and W 2. Install a reduced pressure backflow preventer in any connection between the potable water system and the Class A effluent distribution main shall be encased in a continuous pipe sleeve to a distance on B _ the pressure irrigation system. The device must be approved by the Idaho Department of each side of the crossing equal to ten (10)feet. Class A effluent distribution mains installed parallel to Mr Z non-potable water mains (sanitary sewer, storm drain and irrigation) shall be installed at least five Environmental Quality(DEQ)and the City of Meridian Water Department. (5) feet horizontally from the non-potable main if the non-potable main is located above the Class A effluent main and three (3) feet horizontally from the non-potable main if the non- potable main is LU located below the Class A effluent main W DRAINAGE 3. The horizontal separation of Class A effluent distribution services and potable water services or potable water mains shall be a minimum of six (6)feet. Where it is necessary for a Class A effluent distribution For Commercial Subdivisions or Commercial projects with Public Mains that have on-site drainage. service and a potable water main to cross a minimum of eighteen (18) inches of vertical separation shall be maintained, and the crossing shall be constructed in accordance with Section 542.07 of the 1. For any drainage facilities within a public Right of Way, ACHD or ITD shall be responsible for inspection. Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the FSR# 03084 For any private drainage facilities the project engineer or architect shall be responsible for inspection and Wastewater Rules(IDAPA 58.01.16). certification of drainage facilities; however any roof drainage and piping to the drainage facilities will be inspected by the Meridian plumbing official under the appropriate permit. 4. Label all irrigation risers and faucets with durable tags carrying the warning CAUTION: RECYCLED BUILDING TYPE/SIZE: EX. TO REMAIN = WATER-DO NOT DRINK, in both English and Spanish. RELEASE: PERMIT c� 5. An approved backflow preventer is required if recycled water system is connected to the potable water REVISION SCHEDULE system. The device must be approved by the Idaho Department of Environmental Quality (DEQ), NO. DATE DESCRIPTION the City of Meridian Water Department, and listed in the most current version of the List of Approved Backflow Prevention Assemblies Published by the Foundation for Cross-Connection a Control and Hydraulic Research, University of Southern California(USC). 6. The Public Works Department shall inspect all recycled water distribution mains and/or services. Forty-eight(48)hours advance notice is required. Ln a CONSULTANT PROJECT# 22935 N PRINTED FOR N PERMIT DATE 01/28/2025 A A DRAWN BY WHO a I Information contained on this drawing and in all digital files un produced for above named project may not be reproduced in rq any manner without express written or verbal consent from O-) authorized project representatives. N N / SHEET a Page 3 of 4 Page 4 of 4 CITY OF MERIDIAN D Know what's below. Rev.March 2018 Rev.March 2018 STANDARD NOTES p Call before you dig. SHEET NUMBER L 1 Dial 811 ro NOT APPROVED FOR CONSTRUCTION g 4 3 2 1 N N 4 3 2 1 ESC AND DEMO PLAN ® DEMOLITION NOTES: NFOR 1. DEMOLISH CURB AND GUTTER AND DISPOSE OFF-SITE. CHICK=FIL =A MERIDIAN 2. PROTECT SITE LIGHT TO BE RELOCATED OR REPLACED. SEE PROPOSED LOCATION ON SHEET C3.0. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION OF EXISTING CONDUIT AND ADJUSTING LIMITS OF PTN. OF THE NW1/4 OF THE SW1/4 OF SEC. 4, REMOVAL AND REPLACEMENT AS NEEDED FOR LOT LIGHT RELOCATION. TWP. 3 N., RGE. 1 E., B.M. 3. PROTECT JUNCTION BOX TO BE RELOCATED OR REPLACED. SEE PROPOSED CITY OF MERIDIAN, ADA COUNTY, IDAHO LOCATION ON SHEET C5.0. 4. PROTECT EXISTING IRRIGATION STRUCTURE TO BE RELOCATED OR E REPLACED. E 5. REMOVE EXISTING STRIPING, TYP. O 6. SAWCUT LINE, TYP. oOO 7. PROTECT EXISTING SANITARY SEWER STRUCTURE TO REMAIN. CONTRACTOR 0 CONSTRUCTION SEOUENCE: 04 TO FIELD VERIFY THAT LIDS CAN BE LOWERED TO FINISHED GRADE PRIOR 0 0 0 D D o THE APPROVED CONSTRUCTION SEQUENCE SHALL BE AS TO CONSTRUCTION. CD CD FOLLOWS: 8. PROTECT EXISTING STORM STRUCTURES TO REMAIN. 1. CONDUCT PRE-CONSTRUCTION MEETING. 0 10' 20' 40' SITE SAFETY AND SECURITY NOTE 9° PROTECT EXISTING UNDERGROUND GAS LINE TO REMAIN. 2. FLAG OR FENCE CLEARING LIMITS. iiii 10. DEMOLISH CONCRETE AND DISPOSE OFF-SITE. Chick-f i l-A THE CONTRACTOR IS RESPONSIBLE FOR UTILIZING ANY MEASURES NECESSARY SUCH 3. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SCALE: 1 "=20' AS TEMPORARY CONSTRUCTION FENCING, TO SECURE THE SITE FOR SAFETY AND 11. PROTECT EXISTING SANITARY SEWER LINE TO REMAIN. 5200 Buffington Road SUPERVISOR. SECURITY PURPOSES DURING CONSTRUCTION. 12. PROTECT EXISTING STORM LINE TO REMAIN. Atlanta, Georgia 30349- 4, INSTALL DRAIN INLET PROTECTION ON ALL DRAIN INLETS II THAT ARE WITHIN 500 FEET OF THE PROJECT OR COULD S89'34'50"E 88.00' „ I L V / a ° --__________ ___________, ------___ ; 13. REMOVE EXISTING TREE. 2998 RECEIVE SURFACE RUNOFF. - I _ S89'34'S0"E 266.33', ; �° d I 14. CONFIRM SCOPE OF CANOPY DEMO AND SALVAGE WORK WITH CANOPY v 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH I j i ,I �, I I ° ° __�_- o '--------- ---------- ----------------------------- POTENTIALLY / ---__-__-__� 1 DRAWINGS PRIOR TO CONSTRUCTION. BARRIER, ETC.). 15-FOOT POWER EASEMENT WITH NO - U ° -° ° ° RECORDING INFORMATION AS SHOWN ON a I °� I ° 15. PROTECT EXISTING SECURITY CAMERA POLE TO BE RELOCATED. SEE 6. CLEAR, GRUB AND EXCAVATE FOR PROPOSED ROS INST. NO. 108093071. �; p °= ( PROPOSED LOCATION ON SHEET C3.0. CONTRACTOR IS RESPONSIBLE FOR IMPROVEMENTS. a I a °� °a m ow o O N FIELD VERIFYING LOCATION OF EXISTING CONDUIT AND ADJUSTING LIMITS OF 7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE ^ I I I ° ° ° ° ° ° d o� �' N REMOVAL AND REPLACEMENT AS NEEDED FOR SECURITY CAMERA POLE ;\ ° o N o RELOCATION. WITH CITY OF MERIDIAN STANDARDS AND MANUFACTURERS LO _ ° d RECOMMENDATIONS. I I ----- I 1 1 ° I ; °° �J/ ° °I°° r'- o ° 4 --------- 16. PROTECT EXISTING WATER LINE TO REMAIN. D 8. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW N I o i d° ° 17. PROTECT EXISTING CANOPY COLUMN TO REMAIN. SEE CANOPY PLANS FOR MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE I F I ,� v i° a° ° ; I \ ° ° o j / EXTENT OF COLUMN TO BE REUSED FOR NEW OMD CANOPY. EROSION AND SEDIMENT CONTROL IS ALWAYS IN = I IR I I ° ° ACCORDANCE WITH THE CITY ESC MINIMUM REQUIREMENTS. �'' 20-FOOT MULTI-USE PATHWAY I d s 1 ° °m / 18. PROTECT EXISTING WATER METER, SERVICE CONNECTION AND Bar hausen 9. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 EASEMENT, ° c 1 °- °° ; it 1 ° ° °°�° APPURTENANCES FOR REUSE. CONTRACTOR TO CONFIRM STRUCTURES CAN g INST. N0. 112073615. I v �° d 4 / BE REUSED WITH PURVEYOR PRIOR TO CONSTRUCTION. NOTIFY ENGINEER Consulting Engineers, Inc. DAYS. I I I - I a ;I, ° I ,� d °, ° a J OF ANY CONFLICTS. 10. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR W I I II° ° I L ______ °° ° ° ° C J 5 I ----- . ° ° ° ' 19. PROTECT EXISTING TREE TO REMAIN. 18215 72nd Avenue South MORE THAN 30 DAYS. UPON COMPLETION OF THE PROJECT, I a I �I ° ° � ° ° d ; ALL DISTURBED AREAS MUST BE STABILIZED AND BEST ° °I ° ° i? ® C ❑ o i ° ° ° MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. I I I I I I a }I ° I I ' ° 20. DEMOLISH EXISTING ASPHALT AND DISPOSE OFF-SITE. Kent, W*98032 ---------------- I _ Q °°� tn °° ° ° 425.251.6222 '' ----------------- ° °O d ' W 10-FOOT ELECTRICAL POWER-,,,,,,,, EROSION AND SEDIMENTI barghausen.com Z FACILITIES EASEMENT, I'll ° ° ° ° I a w d ° ° ° ° / ® EROSION CONTROL KEYNOTES: CONTROL NOTES' INST. N0. 1 120505601'o I ° ° ° I , ° i I I °/ ° ° ° ° ° ° ° 1. CONTRACTOR TO INSTALL DRAIN INLET INSERTS IN ANY AND ALL STORM di I I I I j ° °° , �, i; ° STRUCTURES THAT COULD POTENTIALLY RECEIVE SEDIMENT LADEN RUNOFF FROM I ° THE SITE. SEE DETAIL THIS SHEET. I C) I I v 1 1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ° ` ® ° ACCORDANCE WITH THE CURRENT EDITION OF THE IDAHO CATALOG OF I I� I 00 a d �° °° 2 d° ° °° ° ° ° c °°° 2. CONTRACTOR TO INSTALL TEMPORARY CONCRETE WASHOUT PER IDAHO �S\ONAL FN STORMWATER BEST MANAGEMENT PRACTICES AND THE STATE OF IDAHO I I I I ° ° I 4- ° ° 1_ _ s � DEPARTMENT OF ENVIRONMENTAL QUALITY MANUAL (BMP 49). ADJUST AS F� GAS TEQ c�ti DEPARTMENT OF ENVIRONMENTAL QUALITY MANUAL. A NOTICE OF INTENT LETTER ° I - F 1 I 3 ° ; I d so ; ! a ;' NECESSARY DURING CONSTRUCTION. SHALL BE POSTED IN THE JOB TRAILER AT ALL TIMES. THIS SITE SHALL BE s a ° d a ° ; a ° ; so o Q PROTECTED BY MEANS DESCRIBED IN THE ACCOMPANYING PLANS. IF THERE ARE I I F `I 'n 1 ;L - - o ❑ _ o 5D ; ; d \ ANY QUESTIONS REGARDING EROSION CONTROL MEASURES, THE CIVIL ENGINEER o I �; I ° so SD I :° N 3. CONTRACTOR TO INSTALL TEMPORARY PERIMETER PROTECTION PER IDAHO 10407 d �, ° so °I OF RECORD MUST BE CONTACTED. A COPY OF THIS SHEET AND THE EROSION �; :'' so° �_ �' DEPARTMENT OF ENVIRONMENTAL QUALITY MANUAL (BMP 65) AND CONTROL PLANS MUST BE KEPT ON-SITE THROUGH THE DURATION OF G - G G�}-- G G G c° -s ;- I so -- ----- ------ ---- ------ ----- ----- -- ------------ - ------ ----- ---- o s o CONSTRUCTION ACTIVITY. ANY CHANGES MADE TO THIS PLAN MUST BE NOTED, I N �_"�' ° ° ° o i N MANUFACTURERS RECOMMENDATIONS AROUND PERIMETER OF SITE AS T z 10-FOOT PUBLIC UTILITIES, a o - ° ° d ° I ° , ° I 1 ° ° ° ° ° I REQUIRED TO PREVENT SILT-LADEN RUNOFF FROM LEAVING SITE. INSTALL 9Tf OF gyp? DATED, AND INITIALED BY THE GENERAL CONTRACTOR. DRAINAGE AND IRRIGATION I ° ° ° a ° °Q ° ° ° ° ° °°° ° ° ° ° ° tiq y AS DIRECTED BY AGENCY INSPECTOR. P.G?l 2. EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPs) SHALL BE INSTALLED EASEMENT, so ° ° ° j °° ❑ - - - �� �d - - - - - - - - - ;0/7 P(UG) ° q C AND MAINTAINED FOR THE DURATION OF THE PROJECT. SEDIMENT CONTROL INST. NO. 112094151 (PLAT). ° NV,° 2 NV� ° ° °d � / p I 41 C BMPs SHALL BE INSTALLED AND MAINTAINED YEAR ROUND. ° ° I / ���/ �/ �/ ' I I L I IV , 3. ALL DRAINAGE INLETS IMMEDIATELY DOWNSTREAM OF THE WORK AREAS AND I a d° ° v °s ° I w z' ° ; N WITHIN THE WORK AREAS SHALL BE PROTECTED WITH SEDIMENT CONTROL AND I rl I d o ° ° ° I ° c� I ,OQ, INLET FILTER BAGS YEAR ROUND. INLET FILTER BAGS SHALL BE REMOVED FROM ° THE DRAINAGE INLETS UPON COMPLETION OF CONSTRUCTION. -FOOT LANDSCAPE ° I` �y° ° ��\ a ; v ❑ ° L ° EXISTING STREET BUFFER d I i, i/ so° °� BUILDING d Q ° 4. ALL STABILIZED CONSTRUCTION ACCESS LOCATIONS SHALL BE CONSTRUCTED EASEMENT `t° I d ° O ° 1 PER THE STATE OF IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY MANUAL 1 19 t 6 °\ ° f 0 4,858 SQ. FT. WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES PAVED AREAS. THE INST. N0. 1 1 20941 51 a c� ° °d ❑ ❑ STABILIZED ACCESS SHALL BE MAINTAINED ON A YEAR ROUND BASIS UNTIL THE (PLAT). ° I •t ° \c COMPLETION OF CONSTRUCTION. I I I _ ° 1 P(UG)�i 17 P ) m ° 13 p( P(UG) ❑ INSERT SHALL BE DIRTRAP, 5. CONTRACTOR SHALL ENSURE THAT CONSTRUCTION OR DEMOLITION ACTIVITIES DO 25 LANDSCAPE BUFFER ° ° ° \ / ULTRA DRAINGUARD f- ` INLET NOT DEPOSIT SEDIMENT ONTO THE PUBLIC ROADWAY, SIDEWALKS OR GUTTERS. ° °/ � ,�' \ OVER ALL SEDIMENT AND CONSTRUCTION DEBRIS MUST BE REMOVED BY THE END OF a °1 w °so ° ° ° ° oe --- o % o ° °d ° ° do 00 -- -'- --- - -- - r/ � ` PROTECTION OR APPROVED EQUAL - THE WORK DAY. CONTRACTOR SHALL USE STREET SWEEPING OR OTHER DRY ° I , . ° d ° d °-` gD [F- SD DSO - ID SID S� SD SD a- SD SD o SD SD SO SD SA1 S ° 1 ., �i SWEEPING METHOD, AS NECESSARY, TO REMOVE CONSTRUCTION OR +•; �.� 8 5 c - c - c - G " 'a - r, � - - G_=.c_ c w�;-�,;.% 15 SKIRT DEMOLITION-RELATED SEDIMENT FROM PUBLIC SIDEWALKS, GUTTERS AND I / a ` 4 a•;\ ` 2 ° ° ° 16 r 14r W ° 12 w 2 72: 7 " 20 HANDLING STRAP U. Cn (� ROADWAY. 11f4t ° ° a 2572_ ° ° °° 9 $ 10 8 - 1 n HANDLING STRAP qq 6. CONTRACTOR SHALL INSTALL ACITY-APPROVED WASTE MANAGEMENT WASH-OUT I ° ^ 13 10 J`� J�.�`� J�� 6 5 �, ��. j�-� ° 1 - 3 STRUCTURE AT THE PROJECT SITE. ALL CONCRETE, PAINT, STUCCO AND OTHER h 7 - -= ° LIQUIDS WILL BE WASHED OUT IN THIS STRUCTURE. d ° 11 `� rG °d � �, 1l" 257� r VY 13 �1�®1� '1� C� `2572 7 3 M 7. ALL AREAS DISTURBED DURING CONSTRUCTION BY GRADING, TRENCHING, OR c� a o -�� - Z 1 � 1 OTHER ACTIVITIES, SHALL BE PROTECTED FROM EROSION DURING THE WET I uG P uc p p p _ I JG 2572- P(UG) P(UG Y.1 Q Ga -�a G u ° a - LLI SEASON (OCTOBER 1 THROUGH APRIL 30). HYDROSEED, IF UTILIZED, MUST BE °d ° ° 25�2 In 19 vr(U� c - c�Ua - r UG = _� �) - -�E ) G-fi(uc° 13 �(4sc�-c�� - ° ° � P("G� � P(Uc�4/llr) PLACED BY SEPTEMBER 15. HYDROSEED PLACED DURING THE WET SEASON ° SHALL USE A SECONDARY EROSION PROTECTION METHOD. I a �, ,) rjOG> r(uc) r(uc) r(uc) r uc> r uG) ilI % SEDIMENT COLLECTION Plug ® ` w ( ( S89'34'06"E 139.79'- r(uc) r(uc) T(vc) r(uc r(uc) U ° P(UG) P(UG) Pia NUG) P(UG) P(UG P(UG) PUG) P(UG) P(UG) p S8736'36"E^$1.76' r UG 3 8. CONTRACTOR SHALL PROVIDE DUST CONTROL TO PREVENT THE NUISANCE OF I -___ Q P(UG) P(UG) P(UG) p(UG> >5(uG G ° a Z BLOWING DUST WITHOUT CAUSING SEDIMENT, DEBRIS OR LITTER TO ENTER THE -----------------N W --------------- - ---- ------- - - ------------------------------------ ____- Ib(uG)a Q- ----- B CITY STORM DRAIN SYSTEM. I W- w_ o Ly 1 I W Q E. VILLAGE DR. Z � W- W- w W- ,�w- w- w- w- W W w_ EROSION CONTROL B Q W W- W- w w- W W N 9. SENSITIVE AREAS AND AREAS WHERE EXISTING VEGETATION IS BEING PRESERVED < m I W- " - " -- " - - w- Z w- w _ SHALL BE PROTECTED WITH CONSTRUCTION FENCING. SEDIMENT CONTROL BMPs I ° o 10-FOOT PUBLIC UTILITIES, DRAINAGE 8-FOOT PUBLIC ACCESS, - w DRAIN INLET INSERT SHALL BE INSTALLED WHERE ACTIVE CONSTRUCTION AREAS DRAIN INTO AND IRRIGATION EASEMENT, UTILITIES AND RIGHT OF WAY J LU N SENSITIVE OR PRESERVED VEGETATION AREAS. _ ° ° ° ° ° ° ° ° ° ° ° d d 10-FOOT LANDSCAPE STREET BUFFER EASEMENT, NOT TO SCALE 10. SEDIMENT CONTROL BMPs SHALL BE PLACED ALONG THE PROJECT PERIMETER So - So - So - So -So - EASEMENT, INST. NO. 112007198. \ O W WHERE DRAINAGE LEAVES THE PROJECT. SEDIMENT CONTROL BMPs SHALL BE CAUTION! REFER TO OVERHEAD N INST. N0. 112094151 (PLAT). N MAINTAINED YEAR ROUND UNTIL THE CONSTRUCTION IS COMPLETED OR THE DRAINAGE PATTERN HAS BEEN CHANGED AND NO LONGER LEAVES THE SITE. POWER PROTECTION NOTE THIS SHEET. I 11. EFFECTIVE EROSION CONTROL BMPs SHALL BE IN PLACE PRIOR TO ANY STORM FSR# 03084 EVENTS. 12. CONTRACTOR SHALL INSTALL AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENTATION CONTROL BMPs TO CONTROL THE DISCHARGE OF POLLUTANTS BUILDING TYPE/SIZE: EX. TO REMAIN = FROM THE PROJECT SITE. WHAT HAS BEEN DEPICTED ON THESE PLANS IS ONLY RELEASE: PERMIT c� THE MINIMUM REQUIRED TO CONTAIN SILT LADEN STORM WATER. CONTRACTOR z MAY BE REQUIRED TO MODIFY OR IMPLEMENT ADDITIONAL ESC CONTROLS � THROUGHOUT CONSTRUCTION. REVISION SCHEDULE c� NO. DATE DESCRIPTION 0 ESC LEGEND: 0 Ln o DRAIN INLET PROTECTION CONSULTANT PROJECT# 22935 00 ---------------------- SAWCUT LINE PERMIT PRINTED FOR DATE 01/28/2025 A PERIMETER PROTECTION A DRAWN BY WHO z LIMITS OF DISTURBANCE w I Information contained on this drawing and in all digital files produced for above named project may not be reproduced in ---------- any manner without express written or verbal consent from 0 I ' ' : ' r i authorized project representatives. N I I CONCRETE TO BE REMOVED p ' p j r *. !i SHEET ESC AND DEMO PLAN o' TREE TO REMAIN OVERHEAD POWER PROTECTION NOTE TREE TO BE REMOVED SHEET NUMBER Ln Do THE CONTRACTOR SHALL CONTACT IDAHO POWER PRIOR TO CONSTRUCTION TO N CONFIRM OVERHEAD POWER CLEARANCE REQUIREMENTS, AND ANY RESTRICTIONS OR NOT APPROVED FOR REQUIREMENTS RELATING TO GRADING ACTIVITIES NEAR THE EXISTING UTILITY POLE. CONSTRUCTION IO Cn 1 C 0 4 3 2 1 N N 4 3 2 1 SITE AND HORIZONTAL CONTROL PLAN FOR CHICK=FIL =A MERIDIAN PTN. OF THE NW1/4 OF THE SW1/4 OF SEC. 4, N TWP. 3 N., RGE. 1 E., B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO E E OWD 0 D D0 PEA, o CDCD Chick-fil-A 0 10' 20' 40' 5200 Buffington Road iii SCALE: 1"=20' Atlanta, Georgia 30349- 2998 ® SITE DEVELOPMENT - 1. EXISTING CHICK-FIL-A RESTAURANT TO REMAIN.NOTES:I ° 2. PROPOSED CONCRETE PAVEMENT DRIVE-THRU. SEE DETAILS 1, 3 & 4 ON SHEET -`,I - S8934'50"E 88.00' .----------------------- - C6.0. D - - - - - - - - '°uE' - S89'34'50 E 266.33 , ; _, 3. PROPOSED CURB AND GUTTER. SEE DETAIL 2/C6.0. p I ,----------- -------------, % 4. PROPOSED SITE LIGHT. SEE SHEET C6.1 FOR DETAILS. ---�a' ----------- ; 15-FOOT POWER EASEMENT WITH NO a ° ° d 5. PROPOSED RELOCATION OF SECURITY CAMERA POLE. SEE SHEET C5.0 FOR DETAILS. Bar hausen RECORDING INFORMATION AS SHOWN ON - ; , g ROS INST. NO. 108093071. ,,'" d° o 6. PROPOSED STOP BAR PAINT MARKING. SEE DETAIL 6/C6.0. Consulting Engineers, Inc. ° ° a m >° 7. PROPOSED TEAM MEMBER STRIPING. SEE DETAIL 5/C6.0. i a d 8. PROPOSED SAWCUT LINE. PROVIDE DOWEL CONNECTION BETWEEN NEW CONCRETE 18215 72nd Avenue South ° ° '--- - AND EXISTING SLAB, TYP. SEE DETAIL 7/C6.0. 4 --------- Kent W*98032 I r d 7 0 i' 44 ; 9. PROPOSED CANOPY COLUMN, TYP. SEE CANOPY PLANS FOR DETAILS. 425.251.6222 I° '° ° d ' , ° ° ° I 10. ADA ACCESSIBLE PATH OF TRAVEL. SEE ACCESSIBLE PATH OF TRAVEL NOTE THIS bar hausen.com 20-FOOT MULTI-USE PATHWAY ° °Im SHEET. g EASEMENT, ° ° ° dv° 11. PROPOSED OMD CANOPY. REFER TO CANOPY PLANS FOR FINAL LAYOUT, INST. N0. 112073615. ° ;F e d - - a 4 ° ° DIMENSIONS AND DETAILS. ° m ° I n 4 . °° °° °° ° 12. PROPOSED BOLLARD. SEE DETAIL ON SHEET C6.0. .-- ---------------- d � ,� � TONAL ° I ' ° 13. PROVIDE BUTT JOINT WHERE PROPOSED ASPHALT MEETS EXISTING ASPHALT. SEE c,S F'yc o DETAIL 8/C6.0. CONTRACTOR SHALL MATCH EXISTING ASPHALT SECTION THICKNESS. d ° --- a� `3 ° al I `, ° a �----- 10-FOOT ELECTRICAL POWER ° 10407° FACILITIES EASEMENT, ° ;I ° a ° d ° ° I ° d LINE TABLE CURVE TABLE �T °INST. N0. 1 12050560. ° ° �a - ° _ - - � � d ° d i -- ygTf F 0P � -- q` P G Rv0 Line # Length Direction Curve # Length Radius Delta °d i ° b a O C' I ° ° I I d° d °d° °�° L1 24.22 SO' 41' 06.68"W C1 31.51 20.00 90.27 C' I ° I I ° II ° ° ° I " C2 12.95 20.00 37.09 S89' 34 50.68E 14.65 12.25 68.52■ / - ' C3L3 3. ../ ° N ° 1 ° I 4 ° N______0 o ° _____� , iI Q I C4 6.42 5.00 73.62 LA d 10 _ I I O _ ° ° ° d ° ° d N °10-FOOT PUBLIC UTILITIES ,F °° C5 14.66 4.69 179.33 d odDRAINAGE AND IRRIGATION d °d EASEMENT, - - - - F4 - - - - - - - - - - ° INST. NO. 112094151 (PLAT). ° i Z 3NV� 6 3NHl ' ° d 7 d Q ° /T/T N / / / ' ------ -- - Q ° °d EXISTING 11 ---------° b ° ° ° I BUILDING o00D , / ;° 35-FOOT LANDSCAPE e ° a ' L Q Q ° D v ° STREET BUFFER I, ° ° 4'858 0 ° O ° O ,• d Q EASEMENT, d 0 1 ° I od ° d ° SQ. FT. ° � �� OO / ;° Cfl t° i , I I W INST. N0. 112094151 0 (PLAT). ° a ° / J 5 25' LANDSCAPE BUFFER 3 dCIO LU / O ° - - - -- - - -- - - - -- - - -- ° - - - --- � 3 UJ J o °d 1 13 0 12 7 4 d \ ° °° d ° °o ° °° N o C , d °° d ° - °2 d C3 ° L J L z B +e61 d ° -4 B ----°- - ---a--- --- --- L ° ------ d ° 2 ° o V ° d o s ° 8 O � LU N ° 9 , °° °d ° ° a ° °° ° d ° d o ° ° ° ° d 11 ° ° a ° T" LU d ° ° ° CD° _ ° S89'34'06"E 139.79' ° I - -- ------ U w ----------------------- - -�- ° - 0 L' --- - -- - d - ---- ° Z Li J m 0 E. VILLAGE DR. - ----- FSR# 03084 10-FOOT PUBLIC UTILITIES, DRAINAGE 8-FOOT PUBLIC ACCESS, BUILDING TYPE/SIZE: EX. TO REMAIN AND IRRIGATION EASEMENT, - UTILITIES AND RIGHT OF WAY RELEASE: PERMIT ° ° EASEMENT, z d ° ° ° d ° - ° d ° EASEMENT, INST. STREET BUFFER � INST. N0. 112007198. REVISION SCHEDULE INST. NO. 112094151 (PLAT). NO. DATE DESCRIPTION � I Q 0 Ln C14o CONSULTANT PROJECT# 22935 N 00 PRINTED FOR PERMIT a A I A DATE 01/28/2025 DRAWN BY WHO a Q Inform ation contained on this drawing and in all digital files I produed for above named project may not be reproduced in r7 any manner without express written or verbal consent from 01 authorized project representatives. (14 ACCESSIBLE PATH OF TRAVEL NOTE' SHEET SITE AND HORIZONTAL WALKWAYS ALONG ACCESSIBLE ROUTES OF TRAVEL SHALL BE CONTINUOUSLY ACCESSIBLE, BE A MINIMUM OF 36" IN WIDTH, HAVE A MAXIMUM 2.0% CROSS CONTROL PLAN SLOPE, AND SHALL HAVE RAMPS COMPLYING WITH ACCESSIBILITY STANDARDS (SECTION 405) WHERE NECESSARY TO CHANGE ELEVATION AT A LONGITUDINAL SHEET NUMBER ro SLOPE EXCEEDING 5% (1:20). N NOT APPROVED FOR i CONSTRUCTIONCn C10 0 4 3 2 1 N N 4 3 2 1 GRADING PLAN FOR CHICK=FIL =A MERIDIAN N PTN. OF THE NW1/4 OF THE SW1/4 OF SEC. 4, TWP. 3 N., RGE. 1 E., B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO E E O�oO o D D0 0 0 o CD DCD Chick-fil-A 0 5' 10' 20' 5200 Buffington Road iii SCALE: I"_1 o' Atlanta, Georgia 30349- 2998 I v GJ/L 1 I I v i \ i I :.I d il� I V N 4 4 II I i I I w IN I , I d ° I a 99 I i \ ° d d I0 10-FOOT PUBLIC UTILITIES, DRAINAGE 0. ° I \ I I d AND IRRIGATION EASEMENT, d I s ° 9 ❑ Q 0 / INST. NO. 112094151 (PLAT). ° I 2571.44 M ° `� L - D ; D I a I 2571.4± M. \, 4 O O D v��d �; ° i D 15-FOOT POWER EASEMENT WITH 4 �, °\ ° °� I D D 0 O NO RECORDING INFORMATION AS t ° O 0 :4 SHOWN I I I , SHOWN ON ROS INST. N0. Q °�° i 4 I , 108093071. rGGJ \s ° EXISTING Barghausen 2 d ° \ ❑ El BUILDING 7 ± ME 35-FOOT LANDSCAPE STREET BUFFER ���� I d `\ \ 4,858 SQ. FT. 7 ± i Consulting Engineers, Inc. d ° EX FF = 2573.02' EASEMENT, d I �� d, `' �c Q INST. NO. 112094151 (PLAT). .. \ / � � \ 2571.5± ME \ .67 ' 18215 72nd Avenue South 20-FOOT MULTI-USE PATHWAY I ° I° d d ° P(u ) Puc \ / P(UG) P(UG) Q ' r o (UG) P(UG) t EASEMENT, Q ° ( )-� ' � ) P t Kent w 98032 INST. NO. 112073615. \� o 52.5 425.251.6222 barghausen.com d 10-FOOT ELECTRICAL POWER 2571.47 d ° s c \ \ 2 72.4± ME ,�� 2572.2± ME --- -- - - ---- --- ---- --- ---- - ---- --- - a - Ln FACILITIES EASEMENT, r7l INST. NO. 112050560. I d ° \ \ d 4 ° d d ° 4<72.4± ME d ° --- -- -------- 572.2± ME' 2571.93 D ` � j `--F`�SD SD - SD SB,- SD SD - SD - SD - S� SD - SD SD - D SD - SD - SD - SD - SD - SD - SDI SD - SD - SD - SD Q SD - SD - SD - SD - SD SD D - SD SD Q 572.0± ME ° 4 NA tE I ° 2571d. ± ME \�LJJ/ �\ CONTRACTOR TO MATCH ° Q d ° U o w Q - 1 17 4 `'�O F'1� oS0'3415"W 171.82 � Q ° G - G - G - G4- G GAG - G - G - G - G°- GAG - G - - G - G - G - G - G - G - G - G - G G - G aGL� G G - G - G aG 572- 2572.20 2 '25' LANDSCAPE BUFF 4°\ d d 4 ° d Q° Q w- w w-w- w� _w ? -'-- _�1 ° OF <G\S TE F��'�`� EXISTING GRADES AND R ELEVATIONS AT ALL ° d� w-w- c - "- 2571.88 v i I W Q � -�- - -w w- w- w- w- w- w- w- w- w d ° 571.78 / � �� J og Q 4 SAWCUT LOCATIONS Q 3 3 a 4 ° ° Q - Q 2 �86.87 o ° 2571. + �Z,4 571.9± ME N - ) _ 10407 L(� d \ Q d 3 °�d Q 4 / ° - 2571.81 ° ? 1 8�s - ° 7 ± 7 1± SS - ss - 95d- ss �y257f.9± ME--' d y of° d ti ° _ 2571.7± ME 4 3 d 2572.1 ; 9Tf SOP ° ��7,ry d d ° �� a -'-- --------- -----Q --�'- -----------�\- ---- -------- --R----NE_-- ---- �s��s Sim s - ss '--�' d ° 2571.83 >>9 2572.0± ME �� P.GRU Sy ° 2572.0 \�1 z,-------a-------Q--- ° C/r 4 71 7 I 0 2571.79 0`'�° . 5L1.63 _2571.74 C' _ ° 4 ° �G a Sp. 0.5% ; 0.5% 2572.12 T2571.96'� �. �_ \ ---2572- ---- 1.0% 1.0% 0.5� -_ C E Al 71 ± LL cJ ^ r P(, UG) P(UG) P(UG) P(UG) P(UG) P(UG P(UG) P(u UG) P(UG) PUG) PUG) PUG) P(UG) P(UG P(UC) P(UC) P(UG) P(UG) PUG PUG ' T T 3 ( ) ( ) P(UG) P(UG) PUG P UC ' T TUG W T( d (16G}-�T(UG) G T(UG) c T(U T(UG) T(UG) T(UG) (UG L�- P I :(T+P U �U T(UG) ( ) J ``` , d G - c - G - c� T G) 4 ° d a ° ° d ° d (Ir p"c) d cT- ��uc) - Q Q C GAG` IQiG)G {�yG� C��n(7G}-'r T(blC>� G -T�j1G) T(UG) T(UG) T(UG) T(UC� T(UG) T(UG) T(UG) �(UG) T/U� �USz�-r;---- �UG�-G�d(116)-fir-Q(ti�-Y G--Q n -�Q �- �- �_ P�G> P(UC) P(UG) P(l \ aGCJ 4 ° 4 d d /_I -� G - G - G - G - G - G - G - G - G - G -4 G - G Q G G G - G I G - G G ° (�'I �(U�) 1TlirE) �(l�G)- �(� ��S �G�d �G �a(�} I(11G) TUG G - G Lb - G - W 2 S89`34'06"E 139.79' - \ -7 I ^` J 251 T(UG) I(UGJ - Q ,..$) T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) T( T(UG) T(U T(UG) '(UG) T(UG) T(UG) T(UG) T(UG) TUG T(UG) ) T(UG) ( G) T(UG) T(UG) T(UG) T(U rn IN Z CAUTION! REFER TO OVERHEAD 8-FOOT PUBLIC ACCESS, UTILITIES - T(UG) T(UG) T(UG) - P(UG) P(UG)- Q j- P(UG) P(uc) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) 10-FOOT PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT, - P(UG) P(UG) P(UG) P(UG) P(UG) AND RIGHT OF WAY EASEMENT, - POWER PROTECTION NOTE THIS SHEET. _-___--__ J 0° 10-FOOT LANDSCAPE STREET BUFFER EASEMENT, ( ) P(u0) INST. NO. 112007198. - PUG P( G o ------------------ - - --------------------------------- INST. N0. 112094151 (PLAT). ------------------------------- ___,---r' P(uc)- wv E. VILLAGE D R. ��_ N ____25>>-- VVIV ------------------------ -�' I o - w- w- w\ w- w w- w- w - w w- w- - "- w- ww- w- wow- w- w w- w- w- w- w w- w - w- w- w- w- w- LL �- - w- w- w- N w- w- w- w- w- ,., ... w.v tni�i Q � M GEOTECH RECOMMENDATION NOTES' EXISTING UTILITY LIDS'BASED ON FIELD OBSERVATIONS AND EVALUATIONS FROM THE GEOTECHNICAL ENGINEERING REPORT DATED NOVEMBER 21, 2011, ALL EXISTING UTILITY STRUCTURE LIDS THAT FALL WITHIN THE Z W o0 UJ TERRACON RECOMMENDS THE FOLLOWING: AREA OF WORK SHALL BE ADJUSTED TO FINISHED GRADE J ELEVATIONS. CONTRACTOR SHALL CONFIRM THE FEASIBILITY OF a THESE RECOMMENDATIONS PREDATE THE INITIAL CHICK-FIL-A DEVELOPMENT THAT OCCURED ON SITE IN RECENT YEARS. THE ADJUSTING EXISTING UTILITY STRUCTURE LIDS TO FINISHED GEOTECHNICAL ENGINEER SHOULD BE CONSULTED PRIOR TO CONSTRUCTION TO CONFIRM THESE RECOMMENDATIONS AGAINST CURRENT SITE GRADE PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OFANY DISCREPANCIES. Q B CONDITIONS. B � � W Q GRADING GENERAL NOTES: PAVEMENT SECTIONS SHOULD BE PLACED ON PROPERLY PREPARED SUBGRADE, AS DESCRIBED IN SECTION 4.2 OF THE GEOTECHNICAL J Z 0 REPORT. AS CONSTRUCTION PROCEEDS, THE SUBGRADE MAY BE DISTURBED OR ALTERED DUE TO UTILITY EXCAVATIONS, CONSTRUCTION 1. ALL GRADING AND PUBLIC IMPROVEMENTS TRAFFIC, DESICCATION, OR RAINFALL. AS A RESULT, THE PAVEMENT SUBGRADE MAY BECOME UNSUITABLE FOR PAVEMENT SUPPORT. THE SHALL BE CONSTRUCTED IN ACCORDANCE WITH J LU N LONG-TERM EFFECTS OF LOCALIZED AREAS OF INADEQUATELY PREPARED SUBGRADE MAY RESULT IN CRACKS OR POTHOLES IN THE THE PROVISIONS OF THE CURRENT CITY PAVEMENT. THEREFORE, THE SUBGRADE SHOULD BE CAREFULLY EVALUATED AT THE TIME OF PAVING FOR SIGNS OF DISTURBANCE OR ORDINANCE AND STANDARD PLANS. THE C W EXCESSIVE RUTTING. IF DISTURBANCE OR RUTTING HAS OCCURRED, SUBGRADE AREAS SHOULD BE REWORKED, MOISTURE CONDITIONED, GRADING AND IMPROVEMENTS ARE SUBJECT TO > N AND PROPERLY COMPACTED TO THE RECOMMENDATIONS IN THIS REPORT IMMEDIATELY PRIOR TO CONSTRUCTING THE PAVEMENT SECTION THE OBSERVATION AND APPROVAL OF THE MATERIALS. PUBLIC WORKS DEPARTMENT. IN AREAS OF PREPARED SUBGRADE OR PARTIAL THICKNESS PAVEMENT, THE CONTRACTOR SHOULD LIMIT TRAFFIC TO EQUIPMENT 2. CONTRACTOR SHALL MATCH EXISTING FSR# 03084 NECESSARY TO CONSTRUCT THE PAVEMENT SECTION. HEAVILY LOADED VEHICLES OPERATING ON THESE SURFACES MAY CAUSE SIGNIFICANT ELEVATIONS AT ALL SAWCUT LOCATIONS. DAMAGE, RESULTING IN DETERIORATION AND REDUCTION IN PAVEMENT LIFE. BUILDING TYPE i SIZE: EX. TO REMAIN z THE TOP 8 INCHES OF THE EXPOSED NATIVE SOILS IN PROPOSED PAVEMENT AREAS SHOULD BE SCARIFIED, MOISTURE CONDITIONED TO SPOT ELEVATION NOTES' RELEASE: PERMIT NEAR OPTIMUM MOISTURE CONTENT, AND COMPACTED TO THE REQUIREMENTS OUTLINED IN THE GEOTECHNICAL REPORT. ALL SPOT ELEVATIONS SHOWN ARE TO FINISHED REVISION SCHEDULE SURFACE (TOP OF ASPHALT OR TOP OF CONCRETE NO. DATE DESCRIPTION NATIVE SOILS WILL BE SUSCEPTIBLE TO RUTTING OR PUMPING UNDER CONSTRUCTION TRAFFIC WHEN WET. CONSTRUCTION TRAFFIC OVER PAVEMENT) UNLESS OTHERWISE NOTED. Q THE COMPLETED SUBGRADE SHOULD BE AVOIDED TO THE EXTENT PRACTICAL. SOILS THAT RUT, PUMP, OR ARE OTHERWISE DISTURBED ARE NOT SUITABLE FOR SUPPORT OF PAVEMENTS, AND SHOULD BE REMOVED AND REPLACED WITH STRUCTURAL FILL OR SITE FILL. MEASURES ME - MATCH EXISTING o THAT MAY HELP REDUCE DISTURBANCE OF EXPOSED SOILS INCLUDE PERFORMING EARTHWORK DURING WARM, DRY WEATHER, THE USE OF LIGHT TRACK-MOUNTED EQUIPMENT, AND AVOIDANCE OF HEAVY REPEATED TRAFFIC OVER A GIVEN AREA. Ln o GRADING OPERATIONS SHOULD BE CONTROLLED TO PREVENT WATER FROM FLOWING INTO CONSTRUCTION AREAS. EXCESSIVE WETTING OR CONSULTANT PROJECT# 22935 DRYING OF THE FOUNDATION EXCAVATION SOILS SHOULD BE AVOIDED DURING CONSTRUCTION. EXCESS WATER SHOULD BE PROMPTLY PRINTED FOR PERMIT � REMOVED. DATE 01/28/2025 A THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING AND CONSTRUCTING STABLE, TEMPORARY EXCAVATIONS AS REQUIRED TO MAINTAIN A DRAWN BY WHO a STABILITY OF THE EXCAVATION SIDES AND BOTTOM, AND FOR PROTECTING EXISTING FACILITIES/UTILITIES. EXCAVATIONS SHOULD BE 0 SLOPED OR SHORED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS, INCLUDING CURRENT OSHA EXCAVATION AND Information contained on this drawing and in all digital files I L, TRENCH SAFETY STANDARDS. produced for above named project may not reproduced in r7 any manner without express written or verball consent from O-) authorized project representatives. CN CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR WHO CONTROLS THE MEANS, METHODS AND SEQUENCING SHEET OF CONSTRUCTION OPERATIONS. UNDER NO CIRCUMSTANCES SHALL THE INFORMATION PROVIDED HEREIN BE INTERPRETED TO MEAN THAT GRADING PLAN TERRACON IS ASSUMING ANY RESPONSIBILITY FOR CONSTRUCTION SITE SAFETY OR THE CONTRACTOR'S ACTIVITIES; SUCH RESPONSIBILITY SHALL NEITHER BE IMPLIED OR INFERRED. OVERHEAD POWER PROTECTION NOTE' SHEET NUMBER i THE CONTRACTOR SHALL CONTACT IDAHO POWER PRIOR TO CONSTRUCTION TO rn CONFIRM OVERHEAD POWER CLEARANCE REQUIREMENTS, AND ANY RESTRICTIONS OR NOT APPROVED FOR cN.i REQUIREMENTS RELATING TO GRADING ACTIVITIES NEAR THE EXISTING UTILITY POLE. CONSTRUCTIONCn ■ O i C4 0 4 3 2 1 N N 4 3 2 1 UTILITY AND DRAINAGE PLAN FOR CHICK=FIL =A MERIDIAN SITE INFORMATION: NEXISTING ON-SITE SURFACE AREAS PTN. OF THE NW1/4 OF THE SW1/4 OF SEC. 4, TOTAL LOT AREA: 53,143 SF 1.22 AC TOTAL PERVIOUS/LANDSCAPE AREA: 13,163 SF 0.30 AC TWP. 3 N., RGE. 1 E., B.M. TOTAL IMPERVIOUS: 39,980 SF 0.92 AC CITY OF MERIDIAN, ADA COUNTY, IDAHO PROPOSED ON-SITE SURFACE AREAS E TOTAL LOT AREA: 53,143 SF 1.22 AC E TOTAL PERVIOUS/LANDSCAPE AREA: 11,605 SF 0.27 AC TOTAL IMPERVIOUS: 41,538 SF 0.95 AC OooO UTILITY -CROSSING TABLE PER ACHD SECTION 8007.2 RUNOFF REDUCTION: ® BOTTOM UTILITY CROWN TOP UTILITY INVERT CLEAR ALL NEW DEVELOPMENT AND REDEVELOPMENT PROJECTS THAT RESULT IN 0 D 1 4" SANITARY SEWER 2569.07' 8" STORM DRAIN 2569.58' .51' LAND DISTURBANCE OF 5,000 SQUARE FEET OR MORE SHALL MANAGE o CDCDO D 04 ONSITE THE RUNOFF GENERATED FROM THE FIRST 0.6 INCHES OF RAINFALL 0 O o STORM LINE NOTE: FROM A 24-HOUR STORM EVENT. STORM DRAIN (SD) LINES SHALL BE DUCTILE IRON THE PROPOSED AREA TO DISTURBED FOR THIS PROJECT IS 2,068 SQUARE CL52 UNLESS OTHERWISE NOTED. ALL STORM FEET. THEREFORE, RUNOFF REDUCTION IS NOT REQUIRED. Chick-fil-A 0 10' 20' 40' DRAIN PIPES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND CITY ® UTILITY & DRAINAGE KEYNOTES: 5200 Buffington Road SCALE: 1"=20' STANDARDS. 1. PROPOSED UNDERGROUND POWER LINE. CONTRACTOR IS RESPONSIBLE Atlanta, Georgia 30349- O UTILITY POTHOLING NOTE: FOR FIELD VERIFYING LOCATION OF EXISTING CONDUIT AND COORDINATING 2998 SCOPE OF WORK WITH PURVEYOR PRIOR TO CONSTRUCTION AND THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO ADJUSTING LIMITS OF REPLACEMENT AS NEEDED. VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING UTILITY AND/OR POTENTIAL CONFLICTS WITH EX. UTILITIES. POTHOLING 2. PROPOSED JUNCTION BOX RELOCATION. CONTRACTOR IS RESPONSIBLE SHOULD OCCUR PRIOR TO INSTALLING ANY PROPOSED UTILITIES. FOR FIELD VERIFYING LOCATION OF EXISTING JUNCTION BOX AND CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING COORDINATING SCOPE OF WORK WITH PURVEYOR PRIOR TO CONSTRUCTION ENGINEERS, INC. OF ANY CONFLICTS. AND ADJUSTING LOCATION OF REPLACEMENT AS NEEDED. OVERHEAD POWER PROTECTION NOTE: 3• PROPOSED LOT LIGHT RELOCATION. SEE SHEET C6.1 FOR DETAILS. D THE CONTRACTOR SHALL CONTACT IDAHO POWER PRIOR TO CONSTRUCTION TO 4. CONTRACTOR TO REMOVE STANDARD GRATE ON EXISTING DRAIN INLET AND D CONFIRM OVERHEAD POWER CLEARANCE REQUIREMENTS, AND ANY RESTRICTIONS OR INSTALL SOLID LOCKING LID. REQUIREMENTS RELATING TO GRADING ACTIVITIES NEAR THE EXISTING UTILITY POLE. 5. PROPOSED IRRIGATION SPRINKLER RELOCATION. Barghausen 6. CONTRACTOR TO FIELD VERIFY THAT LIDS CAN BE LOWERED TO NEW Consulting Engineers, Inc. 1 v I I o ° ° FINISHED GRADE PRIOR TO CONSTRUCTION AND ADJUST RIM TO MEET I PROPOSED GRADE. NOTIFY BARGHAUSEN CONSULTING ENGINEERS OF ANY WC, A I DISCREPANCIES. 18215 72nd Avenue South ° S8734'50"E 88.00' ; v ---------------------- ------------; I Kent, W!4 98032 -------------- - — — — — — _ ' I S89'34'50"E 266.33' ;' ; /' o ; 7. INSTALL 24 DRAIN INLET WITH GRATE PER DETAIL THIS SHEET. INVERT AND RIM ELEVATIONS AS NOTED IN THE STORM STRUCTURE TABLE. 425.251.6222 a -------- I argh--- - - b ausen.com O 1 -------------------------- O� o / 8. PROPOSED SECURITY CAMERA POLE RELOCATION. CONTRACTOR TO REUSE I _ a C _ \ EXISTING POLE AND FIELD VERIFY LOCATION OF EXISTING UNDERGROUND - I� II I I v D ,'' ° °� I POWER CONNECTION. ADJUST LIMITS OF REPLACEMENT AS NEEDED. 15 FOOT POWER EASEMENT WITH NO d RECORDING INFORMATION AS SHOWN ON " o>° I o o ; ROS INST. NO. 108093071. I ° OR `ram ; 9. PROPOSED CANOPY POWER SERVICE CONNECTION. CONFIRM SIZE, NAB ° I f ~\ e .p. %i d ° N o ° °-° -° oQ O N i i l�``\_ 'I 0 F I \ / LOCATION, AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR AND o i � 'a a ° o CANOPY PLANS PRIOR TO CONSTRUCTION. ` G�S I ° �uJ/ ;' o �� de ° ®WATER STRUCTURE KEYNOTES: /' )�, ` 10407 �/\ I I JV ° / LO I I I � d ; / �' \ e ° ~~~,,,•••��� 1. PROPOSED WATER METER AND SERVICE CONNECTION RELOCATION. SEE 20-FOOT MULTI-USE PATHWAY d I e 1 °m DETAIL ON SHEET C6.1 AND CITY OF MERIDIAN STANDARD NOTES ON >' EASEMENT, I ° SHEET C1.1. MAINTAIN 1' MINIMUM BETWEEN BACK OF CURB AND EDGE tiq TE OF \� INST. NO. 112073615. jj a a 0 °d / v I OF CAST IRON VALVE RISER. CONTRACTOR TO COORDINATE REUSE OF P.GR = I I I L III I a I` ° ° I ° °° I EXISTING STRUCTURES WITH PURVEYOR PRIOR CONSTRUCTION. `� (� I I0I II e I /'► C I_I II e 1 ° ° ° � - Cl I p I I l e D I I I VV/ v I d v I I e I d N II I I e e ^ I 1 O e e !d - I L_____ J 10—FOOT ELECTRICAL POWER l ° (' FACILITIES EASEMENT, �I e ° ❑ e o °° `, a �, ° d ° ° o / Q INST. NO. 112050560. IIRS- all a / d ° ° / ° d DROP INLET W I I ^x I I 1 ° ° e I I ° ° d i ---- MODEL NO. A B *WEIGHT ' ° v i ❑ D1242436 36" 42" 1900 LBS. Z I I i I I I a °d ' i la ° ° 5 ® ` ' o / o d e ° D1242448 48" 54" 2k 00 LBS. o I I^ I I e i ° % `.a ° ° d °d Go `. I BOX ONLY I I �s � o , I o ; I ;I ° I I d J � so 2S� ; FRAME AND GRATE d e °I a i L — I pO ❑4 I Sp sD p / I I d , `, — p / so p i I MODEL NO. RATING D WEIGHT ( o 5D SG2424-DIP PEDESTRIANI 1/2- 41 LBS. I 1 I -,� I U.2.. .-. p b _____ ______ _-__ ______ _____ _____ __ vV/11 SG2424-DIT TRAFFIC 3" 120 LBS. Lim I I ~ a , (8 I ply d ° o ° ° e d ° ° ° d O 1�'1 ' Q 10—FOOT PUBLIC UTILITIES ° I = a ° ° ° ° DRAINAGE AND IRRIGATION I I Sm� so ° a e d vd e e ° e °d ° ° Uto EASEMENT, e / Ip' ° ° d° G ° - - - - �d a - - - - - - - - - - � ° ° °' h --------- LL M r �c� - D INST. NO. 1 12094151 (PLAT). eGniv,° l3NVl o c °° °d T7 i I 73 / PtucD FRAME MAY BE CAST Z ° G 257 d o I �� `` 24" 24" DIRECTLY INTO BOX a d ° _ 'so i ° d I EXISTING CB w ',n I ^ ^ I ` j ___-- % (OPTIONAL) UJ J ° N i e I I a , 1 r----- "'' ; ° `1J e e I o0�� 4 RIM=2571.19 ' \ b \ I I L0 ,r ° I TI H ° 35—FOOT LANDSCAPE o I N ; d ° ° T� L EXIS ING o p IE=2569.64 (8 S) d I I ° a ; BU LD NG o 0 0• e ° ° ; ; ` ; \ 18"x31" THIN Z EASEMENTSTREET UFFER U I ,t I s° i ,a ° d ° 4,858 SO. FT. p o���% � oo /� o ° i WALL KNOCKOUTS. INSIDE 1 OUTSIDE Q B t °� ° P EX FF = 2573.02' V SLEDGE OUT AS ;AOFIBOT B HEIGHT B Q LU Q INST. NO. 1 1 20941 51 of t e e ° ° o i REQUIRED. Y) OF BOX t °O ° ° / I \ i (TYP. 4 PLACES) Q (PLAT). o ° I tt e �c ° 7 LF 8" DUCTILE IRON / ,' ; J z 0 I /// ' tt °° o ° °° ` a P(UC) \ / PIPE P ) d+° P(UG) I P(UG) \ \ SD @ 0.50% 8 52.5' C ! J LU N I I \ e --- Y ° o / --- ° I - _ - Oa O O d o e e0 0 - - -- -- - -- ' I G / ° 2S ° 0 CD 90 — SCP— Sp SD LSD — 4D — SSD — SD S SD a SD d SD — SDa 573 SB eU -. I 1 I O I N I j \ ��� ` o e ° o e G — G — G — G — G G — G G G G 9 G � °�n I I i 2'-lO" a . \,` °d °° °° A ° , 7°PROPOSED CB #1�--w a °W °�� d .=% 5 6 I I d ° `� ° ° . RIM=2571.91 '' / LO I °° d 3 I e IE=2569.61 (8" N) ° `� r QPTIQNAL F S R# 0 3 0 8 4 ° a�4 \_ -------- ---° �° ---\ ---"F- ---"'-------------- I ------ EXTENSIONC HEIGHT d ° °° j $a. BUILDING TYPE/SIZE: EX. TO REMAIN _ r6cJ ° a 5 ® a HYDRANT \ RELEASE: PERMIT z ' t G a c — c uG c 3 d 2 P P e ° P u P u CONTRACTOR TO POTHOLE AND °5 1 I — =(uG)T( P(TGG EXTENSION J e (oG}-s— rr,•i cr(uU& G� —��c I 1 ���� P(uc) P(UG) MODEL NO. C WEIGHT REVISION SCHEDULE I1 d CONFIRM LOCATION OF ALL EXISTING ° e ° G--�wc> ° RS242406 6" 30o LBS. �j P T(t�) r(uc) r(uc) r(uc) r(uc r(uc> (pggy2 UTILITIES IN THIS AREA PRIOR TO NO. DATE DESCRIPTION CONSTRUCTION. NOTIFY BARGHAUSEN — T(uc T(uc) u T(UG) T u ° RS242412 12" 600 LBS. 3 d -�_,- PNc) P(uc) P(UG) P(UG) P(UG) P(UG) P(UG) PUG)-I— P(L CONSULTING ENGINEERS OF ANY - PNG) P(uc ------- ----------------------------------------- --- - � 2571-- - - - �I ----- CONFLICTS. ----------- ------' d ° ;s �(uc>° ;(uc), uc — � 25 71 N W W W1pjW— W W— W— ,.. - w W— i W— W— W— W WW— W— W— W— h _ - _ 3 W "-- ■ FRAME AND GRATE ASSEMBLY AVALIABLE ■ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES a W W — WIR W— W— n — I��IC�I! IN TRAFFIC OR PEDESTRIAN MODELS. CONFIGURATION:FOR SPECIFIC CONFIGURATION, N E. VI L LAG E D R. N 3 I 3 - — W— W— W— W— W` i CALL JENSEN PRECAST. 8 FOOT PUBLIC ACCESS, ■ DESIGN FOR H-20-44 BRIDGE LOADING. I I CONSULTANT PROJECT# 22935 d 10—FOOT PUBLIC UTILITIES, DRAINAGE ° UTILITIES AND RIGHT OF WAY AND IRRIGATION EASEMENT, —I —d EASEMENT, i PRINTED FOR PERMIT I ■ ASSEMBLY TO BE PLACED ON A 6"BASE OF CRUSHER RUN N r*>— SD — 10—FOOT LANDSCAPE STREET BUFFER INST. NO. 1 1 20071 98. \ o FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. DATE A CAUTION! REFER TO OVERHEAD EASEMENT, I ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION, 24"X 24'� �/�ns�n A 01/28/2025 o INST. NO. 1 1 20941 51 (PLAT). CONTACT JENSEN PRECAST. PRECAST DRAWN BY a 3 o DRAIN INLET WHO POWER PROTECTION NOTE THIS SHEET. I D12424 I m oar owe o..F aF�d„�oq,F Information contained on this drawing and in all digital files c 11-28-00 produced for above named project may not be reproduced in r7 v any manner without express written or verbal consent from O� 0 8.01 authorized project representatives. N v - S S — S S — S S — S S — S S — S S — S S — S S — S S — S S — S S — S S — S S — S S — S S — S S — S S — S S — S S — S S — o — S S — N HEET UTILITY AND DRAINAGE PLAN .L Ln o SHEET NUMBER � m Ln ro N NOT APPROVED FOR i CONSTRUCTIONCn ■ O — C5 0 4 3 2 1 N N 4 3 2 1 CONSTRUCTION DETAILS RFSFRVFD FOR FOR CHICK=FIL =A MERIDIAN PTN. OF THE N W1/4 OF THE SW1/4 OF SEC. 4, TWP. 3 N., RGE. 1 E., B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO E E CNO o a0g11% 0 D0 CIO Chick-fil-A I_ z 5200 Buffington Road w zLU NOTES Atlanta, Georgia 30349- PAVEMENT DIMENSION REFER TO � � VERTICAL SAW CUT URETHANE � U FACE OF CURB UNLESS W Q 3„ JOINT SEALING COMPOUND W � 2998 1. DESIGN PER GEOTECH REPORT REFERENCED ON THE COVER SHEET OF THIS PLAN SET. � p g WIDE(MIN.) INDICATED OTHERWISE 0 z (TOP 4"NO SEALING COMPOUND) 24"LUBRICATED NO.8 SMOOTH 2. PAVEMENTS&SUBGRADES INCLUDING MATERIALS&COMPACTION SHALL MEET 2'-0" Q U Q 22 DOWEL STANDARDS&SPECIFICATIONS OF THE GOVERNING DEPARTMENT OF TRANSPORTATION. 2"R O O = a = URETHANE JOINT 6" Il U C CL I- SEALING COMPOUND UJ 3. JOINTING&SPACING SHALL BE PER CONCRETE JOINT DETAILS. 1 � co Ly ^IN a a a F— ¢ q 4. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 4,000 PSI @ 28 DAYS. 121"R < �I� ° z e < 1 "MIN. v to ♦� A 314„P a� r - d- - a - - r - - a X� d d X — < ^ 2"(MIN.)�I — —d CLEARANCE 6"PCC SURFACE COURSE ♦ a r d e < a r e a a SEE NOTE 41 P A • < ° d ` r a < ' r° ° r4 � < e r z d D #4 BARS-18"O.C.E.W. • • 4 ! ' •♦ _ DOWEL SLEEVE(CLOSED D #4 BARS-18"O.C.E.W. END)TO FIT DOWEL AND BE SECURED. z"DECK O FOAM EXPANSION JOINT TO BE INSTALLED V-0"C.C. FILLER W/PRE-SCORED STRIP OR Ba rg ha usen #4 BARS 18"O.C.E.W. SUBBASE OTHER CFA APPROVED MATERIAL LUBRICATE THIS END SEE NOTE#1 Consulting Engineers, Inc. 4"AGGREGATE BASE COURSE NOTES: �7 SEE NOTE#1 1. CONC. FOR CURBING SHALL HAVE A MIN. COMPRESSIVE NOTES: NOTES: 18215 /2nd Avenue South STRENGTH OF 3,500 PSI @ 28 DAYS 1. JOINT SPACING TO BE 12'x 12'WITH EVERY OTHER JOINT BEING 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 51NCH AND 61NCH STABLE SUBGRADE OR 2. CONTRACTION JOINTS @ 1-'0"O.C. TOOLED %4"(±%6", -0)WIDE, AN EXPANSION JOINT. PAVEMENT THICKNESS. Kent, WA 98032 COMPACTED SELECT FILL AS 1"OR MAX. D/4 DEPTH WHICHEVER IS GREATER.EXPANSION 425.251.6222 REQUIRED PER GEOTECH REPORT JOINTS @ 40'-0"MAX. UNLESS NOTED OTHERWISE ON PLANS 2. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT BY 2. LONGITUDINAL BUTT CONSTRUCTION MAYBE UTILIZED IN PLACE OF 3. IF NEEDED,DOWEL INTO ADJACENT CONC.SLAB PER THE TERRACON CONSULTANTS, INC. DATED 1112112011 FOR PAVEMENT LONGITUDINAL HINGED(KEYWAY)JOINT AT CONTRACTORS OPTION. barghausen.Com NOTE: EXPANSION JOINT DETAIL. SECTION REQUIREMENTS. 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR 4. GUTTER SLOPE TO MATCH ADJACENT PAVEMENT, TRAVERSE& 3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE LONGITUDINAL. OF A MECHANICAL EQUIPMENT. PAVEMENT SECTION REQUIREMENTS. 4. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. �S�O N A L E� 5. JOINT SPACING TO BE 24 X24'(EVERY OTHER JOINT) Oak. �G\S TER 10407 1 CONCRETE PAVEMENT DRIVE-THRU LANE 2 CONCRETE CURB & GUTTER 3 CONTRACTION JOINT 4 EXPANSION JOINT J'TgTE OF C6.0 NOT TO SCALE C6.0 NOT TO SCALE C6.0 NOT TO SCALE C6.0 NOT TO SCALE y�L P.G P, C C ---DRIVE M � co 4" F 4000 PSI COMPRESSIVE ' ll-8" � STRENGTH CONCRETE SEE NOTE 1 FOR DOWELED CONSTRUCTION JOINT t3: N SLAB THICKNESS JOINT SEALANT SAWCUT EXISTING ASPHALT o ♦ + r + (AC-20,OR EQUIVALENT) FULL DEPTH FOR CLEAN M + ♦ + A + d ♦ + A a • ♦ CONSTRUCTION JOINT EXISTING CURB THRUlU) W .PROPOSED PAVING + ♦ � ♦ � FxICTInIG PAVING a I _ I I—III-111—III=�111—III— qq �4" I�4" III=III=111=111=111=III III=1I1=1I1=1I1=1I1=11 LL 0 t0 DRIVE-THRU —i EDGE OF PAVEMENT OR FACE OF CURB SUBBASE NOT TO SCALE 12„ o SEE NOTE#1 =r IVIF IMF ZY InF IVIF�ZY InF T4F Mr Mr Mr ME Mr X�XE" Z UJ 0 STOP BAR 4"GRADE A36 STEEL DOWEL 14" Q LENGTH, 12"O.C. SPACING, PROPOSED EXISTING UJ 8' 5" GREASE OR SLEEVE ONE END ASPHALT PAVEMENT ASPHALT PAVEMENT1. NOTES:GENERAL CONTRACTOR SHALL REFER TO PARKING V-8" 1'-8" 1'-8" 1'-8" �Y_zS`. ``� LOT STRIPING SPECIFICATIONS,SEE DETAIL NOTE: Q \�� B 2. PAVEMENT MARKINGS SHALL BE APPLIED w Of 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL Q ACCORDING TO REQUIREMENTS AS OUTLINED IN w v REPORT PREPARED BY TERRACON CONSULTANTS, INC. DATED B SECTION 3B OF THE CURRENT MANUAL ON Z�_Z/ Q LL 1112112011 FOR PAVEMENT SECTION REQUIREMENTS. Mr Q UNIFORM TRAFFIC CONTROL DEVICES o a w 3. CONTRACTOR SHALL USE WHITE REFLECTIVE " LL O U N PAINT ON ASPHALT&YELLOW REFLECTIVE PAINT w u- ON CONCRETE, UNLESS UPON VERIFICATION BY IY LU THE GENERAL CONTRACTOR IT IS DETERMINED w O O W EDGE OF CONCRETE PAVEMENT am THAT LOCAL,STATE, OR ADA CODES DIFFER, IN 5 1/2" GUTTER FLOWLINE WHICH CASE THESE CODES SHALL GOVERN. 5 1/2" 10" N � 4. IF STOP SIGNS ARE PROPOSED, "STOP"LETTERING SEE PLAN BACK OF CURB ON STOP BAR DETAIL IS NOT REQUIRED. STOP BAR FSR# 03084 NOT TO SCALE TRANSVERSE AND BUILDING TYPE/SIZE: EX. TO REMAIN RELEASE: PERMIT 5 TEAM MEMBER STRIPING 6 PAVEMENT MARKINGS 7 LONGITUDINAL DOWELED CONSTRUCTION JOINT z $ BUTT JOINT REVISION SCHEDULE C6.0 NOT TO SCALE C6.0 NOT TO SCALE C6.0 NOT TO SCALE C6.0 NOT TO SCALE NO. DATE DESCRIPTION a 0 Ln o CONSULTANT PROJECT# 22935 N 00 PRINTED FOR PERMIT (14 DATE 01/28/2025 01 A A DRAWN BY WHO a 0 I Information contained on this drawing and in all digital files produced for above named project may not be reproduced in r� any manner without express written or verbal consent from 6-) authorized project representatives. N N SHEET 1-1 CONSTRUCTION DETAILS SHEET NUMBER Ln ro N NOT APPROVED FOR N 6mO CONSTRUCTION g — C 4 3 2 1 N N 4 3 2 1 CONSTRUCTION DETAILS RESERVED FOR FOR AGENCY APPROVAL CHICKmFILmA MERIDIAN PTN. OF THE N W1/4 OF THE SW1/4 OF SEC. 4, TWP. 3 N., RGE. 1 E., B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO E E COO o a0g11% 0 D0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349- 2998 D D POLE _ FTG Barghausen LIGHT POLE: SEE ConsultingEngineers, Inc. ELECTRICAL DWGS 9 I LIGHT POLE BASE PLATE & JURISDICTIONAL ANCHOR BOLTS MATERIAL 21 13 LINE 18215 72nd Avenue South & DESIGN BY LIGHT POLE Kent, WA 98032 a4 SOLID BARE COPPER LIGHT POLE zi �SUPPLIER !��,ii��� �! rig<� , :t. .:. y� r '� 425.251.6222 GROUND WIRE,BOND TO 3/4" CHAMFER POLE BASE <�•, i 12 barghausen.com HAND HOLE ?� J 15 Ui%iw Z x v a m O LOCATING WIRE � V mw � � 14 (6) #6 VERTICAL � p a o 11 CONCRETE POLE BASE _ C w w �` _ O C-)SLAB N A L Eti FINISH PAVEMENT: N�0 w SERVICE O���G\ST eRFO'�F� MARKER Q� SEE ARCH ' ° ° 3 TIES Q 3" O.C. Z o = 1 G1 SOLID BARE COPPER c AT TOP a 2 ISOMETRIC VIEW OF 16 10407 GROUND WIRE FINISHED GRADE a 3 TAP CONNECTION a ° a ° \/�\//�\//�\ °d -NTS- LOCATING 8 �T9Tf \QP�O 1/7 X 8'COPPER NOTES: EA 8 17 20 OF CLAD GROUND ROD ° 3000 PSI 1. MAX HEIGHT OF LIGHT 10 q� P,G?, DRIVEN VERTICALLY ° as ° as PVC CONDUIT 24'BELOW CONCRETE POLE 25'-0" ABOVE BASE. FINISHED GRADE AS i ••• •• f ° •••° C+ REQUIRED 2. MAX HEIGHT OF `. 19 •°• a CONCRETE BASE IS 4'-0" °� °°�' °°�•`• ° °��° °�••• LEGEND s• y° .. .....�' ° •.... °•iI II•�o• °O si• °°••��o• /° I•° °° °I•°•• ABOVE EXTERIOR GRADE. 1. WATER MAIN. 7 EXTEND 5 FT PAST VAULT ° O = 2. EPDXY FACED SADDLE WITH CC THREAD AND STAINLESS STEEL STRAP. 4L(J5 18 4 18 OR PER SITE CONDITIONS VERTICAL RODS ° 3. MAX EXPOSED AREA OF tD 3. BALLCORP TYPE INLET, AWWA TAPER JOINT #3 CLOSED TIES T LIGHT FIXTURE IS 2.0 S.F. 1 4. 1" DIA. GALVANIZED BRACE PIPE (APPROX. 18" LONG), 2 REQUIRED. 6 MIN. 3/4" WASHED " d 0 EA FIXTURE. LO 5. FEMALE THREADED UNION FITTING TO MALE THREADS ON CURB STOP (1-1/2" OR 2"). AGGREGATE HORIZONTAL RODS 12 O.C. W/ 12 6. BALL VALVE CURB STOP F.I.P x M.I.P. (1-1/2" OR 2") SECTION OF METER SETTER&VAULT MIN LAP TYP U.N. ° o ° 4. TOTAL OF 3 FIXTURES 7. SERVICE LINE (1-1/2" OR 2"), POLY PIPE -NTS- REFER TO STRUCTURAL DRAWINGS MAX PER POLE. 8. METER SETTER ' FOR EXACT POLE BASE DIMENSIONS 9. NA- REVISED JUNE 2018. GRADE RING REMOVED FOR HDPE VAULT. NOTES: 5. TOTAL EXPOSED AREA 10. NOTCH FOR SERVICE LINE (FABRICATED WITH HDPE VAULT) v ° OF POLE =10.5 S.F. 11. HDPE METER VAULT, OR 30"0 CMP WITH GRADE RINGS AND MANHOLE RING AND COVER 1. NO TAP SHALL BE MADE WITHIN 18 INCHES OF THE PIPE ENDS. d ° PER ISPWC SD402. 2. THE DIAMETER ( 1-1/2" OR 2" ) OF EACH APPURTENANCE SHOWN 12. 4"x35" CONCRETE COLLAR FOR TRAFFIC AREAS. HEREON SHALL BE THE SAME AS THE METER SIZE. v 13. 24" DIA. H-20 LID AND RING & "WATER" COVER. THE COVER SHALL HAVE A 2" 3. METER SETTERS FOR LANDSCAPE OR PRESSURIZED IRRIGATION RECESSED HOLE FOR METER TRANSMITTER. SYSTEMS - NO BYPASS SHALL BE ALLOWED. IF TWO OR MORE METER SETTERS ARE USED FOR SAME SERVICE - 14. 1 PROVIDE) METER = 13 1/4" WITH GASKETS, 2" METER = 17 1/4" WITH GASKETS. (CITY TO 4. NO BYPASS SHALL BE ALLOWED. PROVIDE) 5. PROVIDE SST INSERTS FOR ALL FITTINGS. 2'-0" DIA. 15. CAST IRON VALVE RISER WITH LID- SEE DWG W-11 6. LOCATE WIRE TO EXTEND 24" OUTSIDE OF METER VAULT WHEN 16. 4' DIA. SDR 35 PVC PIPE, NOTCH FOR SERVICE LINE. UNCOILED. to 17. 1 1/2" OR 2" x 6" MIN STRAIGHT POLY PIPE 7. NO ADDITIONAL FITTINGS ALLOWED BETWEEN CORP STOP AND WATER um (NOT FROM COIL) SERVICE ASSEMBLY. � � Q 1 TYPICAL POLE BASE DETAIL 2 LIGHT POLE BASE DETAIL 18. 1 1/2" OR 2" COMPRESSION FITTING M.I.P.xCOMPRESSION ' 19. SOLID PRECAST CONCRETE BLOCK 1' X 1' X 2" THICK C6.1 NOT TO SCALE C6.1 NOT TO SCALE 20. PLUG REVISED AUGUST2018 21. MIN 12" BETWEEN BACK OF SIDEWALK, BACK OF CURB, NOTE: NOTE: OR GUTTER AND EDGE OF VALVE RISER CITY OF MERIDIAN STANDARD DRAWING NO. z w 1. LIGHT POLE DETAIL TAKEN FROM CONSTRUCTION DRAWINGS BY 1. LIGHT POLE DETAIL TAKEN FROM CONSTRUCTION DRAWINGS BY SUPPLEMENTAL (1 1/2" - 2") WATER SERVICE KURZYNSKE&ASSOCIATES DATED 31912012 AND IS FOR ENSIGN DATED 31912012 AND IS FOR REFERENCE ONLY. SPECIFICATIONS CONNECTION W4 J 0 REFERENCE ONLY. CONTRACTOR SHALL MATCH EXISTING LIGHT CONTRACTOR SHALL MATCH EXISTING LIGHT POLES ON SITE. TO THE IDAHO STANDARDS FOR UJ POLES ON SITE. PUBLIC WORKS CONSTRUCTION 0 Q Q B B Q w Q Mr J p� z o J LU N oc ' w > � NE FSR# 03084 BUILDING TYPE/SIZE: EX. TO REMAIN RELEASE: PERMIT c� REVISION SCHEDULE U NO. DATE DESCRIPTION a 0 Ln o CONSULTANT PROJECT# 22935 N 00 PRINTED FOR PERMIT DATE 01/28/2025 A A DRAWN BY WHO a 0 I Information contained on this drawing and in all digital files produced for above named project may not be reproduced in r� any manner without express written or verbal consent from 6-) authorized project representatives. SHEET N Cn CONSTRUCTION DETAILS SHEET NUMBER Ln ro N NOT APPROVED FOR i CONSTRUCTION ■ 0 - C6l CD 4 3 2 1 N N