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Home My WebLink About85-25 RESOLUTION113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 85-25 File Number: 2025-263 YVONNE RICHARDSON COMMUNITY CENTER (CHANGE ORDER #1): A RESOLUTION TO APPROVE CHANGE ORDER NO. I TO THE CONTRACT WITH MOSER CONSTRUCTION, LLC IN THE AMOUNT OF $677,954.55 FOR THE CONSTRUCTION OF BUDDY HAYES PARK AND EXISTING BUILDING RENOVATIONS, TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $34,394.00, AND TO APPROVE A BUDGET ADJUSTMENT WHEREAS, on April 2, 2024, the City Council approved Resolution 105-24 and authorized a contract with Moser Construction LLC for construction of the Yvonne Richardson Community Center expansion; and WHEREAS, Buddy Hayes Park was initially included in the overall scope of the project, but park drawings were not fully developed at the time of the YRCC expansion project bids and the park improvements were deferred; and WHEREAS, this change order includes an ADA-accessible stage with boulder seating, stream restoration with stream access, landscape, trees, lighting, new sidewalk, curbs and gutters along Mill Avenue, upgrades to the existing offices, and re -painting of the lower roof. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Rawn to sign Change Order No. I to the contract with Moser Construction, LLC in the amount of $677,954.55 for the construction of Buddy Hayes Park and existing building renovations, and further approves a project contingency in the amount of $34,394.00. A copy of Change Order No. 1 is attached to this Resolution and made a part hereof. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. Page 1 Resolution: 85-25 File Number: 2025-263 PASSED and APPROVED on April 1, 2025 Approved: Molly Rawn, Mayor Attest: ��T v OF •:Gy? G��=} `FAYETIEV!LlE v_ 9y9R/iANSPZ:'�: �".HCTON G�p Kara Paxton, City Clerk Treasurer Page 2 CITY OF CITY COUNCIL MEMO FAYETTEVILLE ARKANSAS 2025-263 MEETING OF APRIL 1, 2025 TO: Mayor Rawn and City Council THRU: Steven Dotson, Interim Chief Financial Officer FROM: Waylon Abernathy, Bond Projects & Construction Dir SUBJECT: YVONNE RICHARDSON COMMUNITY CENTER (CHANGE ORDER #1): RECOMMENDATION: Staff recommends approval of Change Order #1 to Bid 24-23 Construction of the Yavone Richardson Community Center Expansion project with Moser Construction LLC., in the amount of $677,954.55 for the construction of Buddy Hayes Park, existing building renovations and approve a project contingency in the amount of $34,394.00 and approval of a budget adjustment. BACKGROUND: April 9, 2019 — Fayetteville voters approve more than $226 million in sales tax bonds for park improvement projects and other city projects. The YRCC and Park Initial Program and Budget was for $1,000,000 for a 2280 square - foot addition which included a teaching kitchen, multi -purpose room, storage, misc. renovations and park improvements. September 3, 2019 — City Council approves issuance of 2019 Series bonds October 6, 2020 — City Council approves architecture contract with Miller Boskus Lack for programming and schematic design January 2021 — City works with Miller Boskus Lack on the process for additional public input; a steering committee of YRCC users, partners, and collaborators is created to aid the process. June 8 and July 22, 2021 — City hosts public input meetings at the YRCC September - December 2021 — City conducts online and in -person public surveys February 2022 — City hosts three public meetings and listening sessions showcasing the design concept created by Miller Boskus Lack. July 5, 2022 — City Council authorizes an application for a matching Walton Family Foundation grant to help fund construction July 19, 2022 — City Council approves issuance of 2022 Series bonds August 16, 2022 — City Council accepts Walton Family Foundation Grant of up to $1. 4 million for the YRCC expansion August 16, 2022 — City Council approves an amended architectural services contract with Miller Boskus Lack for the entire Phase 1 project scope. April 2, 2024--- City Council approves resolution 105-24 for the Construction Contract with Moser Construction LLC. DISCUSSION: Buddy Hayes Park was initially included in the overall scope of this project. The park drawings were not fully developed at the time of the YRCC expansion project bids, but there were schedule and cost benefits in getting the building expansion underway. Therefore, the park improvements were deferred. Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 This change order for the park improvements includes an ADA-accessible stage with boulder seating, stream restoration with stream access, landscape, trees, lighting, and new sidewalk, curbs and gutters along Mill Avenue. Also included are upgrades to the existing offices, and re -painting of the lower roof. BUDGET/STAFF IMPACT: GL Acct Project Amount 4705.860.7545-5806.00 46050.7545 $658,939.55 4470.520.8520-5806.00 21005.7545 $19,015.00 TOTAL $677,954.55 ATTACHMENTS: SRF (#3) , BA (#4), Buddy Hayes - Revised 3.12.2025 (#5), Buddy Hayes Park - Pricing Package (#6) Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 == City of Fayetteville, Arkansas y 113 West Mountain Street Fayetteville, AR 72701 (479)575-8323 - Legislation Text File #: 2025-263 YVONNE RICHARDSON COMMUNITY CENTER (CHANGE ORDER #1): A RESOLUTION TO APPROVE CHANGE ORDER NO. 1 TO THE CONTRACT WITH MOSER CONSTRUCTION, LLC IN THE AMOUNT OF $677,954.55 FOR THE CONSTRUCTION OF BUDDY HAYES PARK AND EXISTING BUILDING RENOVATIONS, TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $34,394.00, AND TO APPROVE A BUDGET ADJUSTMENT WHEREAS, on April 2, 2024, the City Council approved Resolution 105-24 and authorized a contract with Moser Construction LLC for construction of the Yvonne Richardson Community Center expansion; and WHEREAS, Buddy Hayes Park was initially included in the overall scope of the project, but park drawings were not fully developed at the time of the YRCC expansion project bids and the park improvements were deferred; and WHEREAS, this change order includes an ADA-accessible stage with boulder seating, stream restoration with stream access, landscape, trees, lighting, new sidewalk, curbs and gutters along Mill Avenue, upgrades to the existing offices, and re -painting of the lower roof. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Rawn to sign Change Order No. 1 to the contract with Moser Construction, LLC in the amount of $677,954.55 for the construction of Buddy Hayes Park and existing building renovations, and further approves a project contingency in the amount of $34,394.00. A copy of Change Order No. 1 is attached to this Resolution and made a part hereof. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. Page 1 Wade Abenathy Submitted By City of Fayetteville Staff Review Form 2025-263 Item ID 4/1/2025 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item 3/12/2025 FACILITIES MANAGEMENT (140) Submitted Date Division / Department Action Recommendation: Approval of Change Order #1 to Bid 24-23 YRCC Expansion Project with Moser Construction LLC. In the amount of $677,954.55 for Buddy Hayes Park Improvements, existing building renovations, and approval of a project contingency in the amount of $34,394.00, and approval of a budget adjustment. 4705.860.7545-5806.00 4470.520.8520-5806.00 Account Number 46050.7545 21005.7545 Project Number Budgeted Item? Yes Does item have a direct cost? Yes Is a Budget Adjustment attached? Yes Purchase Order Number: Change Order Number: 2024-524 #1 Original Contract Number: 2024-27 Comments: Item cost includes contingency Budget Impact: Parks Projects (2019/2022/2024 Bonds) Sales Tax Fund Parks Bond Projects - Buddy Hayes Park Impr Trail Pavilion/Neighborhood Park Impr Total Amended Budget Expenses (Actual+Encum) Available Budget Item Cost Budget Adjustment Remaining Budget Project Title $ 13,071,119.00 $ 2,243,191.95 10,827,927.05 $ 712,348.55 10,115,578.50 V20221130 Previous Ordinance or Resolution # 105-24 Approval Date: 4/2/2024 City of Fayetteville, Arkansas - Budget Adjustment (Agenda) Budget Year Division Adjustment Number FACILITIES MANAGEMENT (140) /Org2 2025 Requestor: Wade Abernathy BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Approval of Change Order #1 to Bid 24-23 YRCC Expansion Project with Moser Construction LLC. In the amount of $677,954.55 for Buddy Hayes Park Improvements, approval of a project contingency in the amount of $34,394.00, and approval of a budget adjustment. COUNCIL DATE: 3/18/2025 ITEM ID#: 2025-263 Holly Black 317212025 3:47 Pl RESOLUTION/ORDINANCE Budget Division Date TYPE: D - (City Council) JOURNAL #: GLDATE: CHKD/POSTED: TOTAL Account Number - - Increase / (Decrease) Expense Revenue Project.Sub# Project Sub.Detl AT v.2025211 Account Name 4705.860.7545-5806.00 658,940 - 46050 7545 EX Improvements - Park 4705.860.7545-5911.99 4705.860.7999-5899.00 34,394 - (693,334) - 46050 46050 7545 EX 7999 EX Contingency - Capital Project Unallocated - Budget 4470.520.8520-5806.00 4470.520.8520-5806.00 19,015 - (19,015) - 21005 21005 7545 EX 1 EX Improvements - Park Improvements - Park I of 1 MOSER CONSTRUCTION March 12, 2025 CITY OF FAYETTEVILLE, ARKANSAS 113 WEST MOUNTAIN ST. FAYETTEVILLE, AR 72701 RE: BUDDY HAYES PARK Thank you for the opportunity to provide a quote on this project. Please see below for the breakdown of costs associated with this project. If you have any questions or concerns, please feel free to contact me at any time. General Conditions: Labor Burdon: Fee: Bond: Dirt/Demo: Relocation of Power Pole Allowance: Fiber Box Adjustment Allowance: Site Asphalt: Site Landscaping: Site Boulder Steps/Seating ALLOWANCE Creekside Restoration: SWPPP/Monitoring: Surveying: Testing (Soils and Concrete): Concrete: Electrical Allowance: Delta of Crosswalk Scope: ASI #5.3 Paint YRCC Existing Low Roof Total: Noah S de�� Projecna _anger $49,508.00 **3 MONTHS $7,140.00 $56,468.55 $10,589.00 $72,290.00 $0.00*** BY SWEPCO $2,500.00 $15,500.00 $65,000.00 landscaping allowance including retaining wall $48,000.00** NOT INCLUDING CREEKSIDE ENTRANCE STONE $193,403.00 $2,500.00 $5,000.00 $0.00 **By City of Fayetteville. $81,971.00 $15, 000.00 $7,500.00 $39,385.00 $6,200.00 $677,954.55 501-847-4777 Q 501-847-4772 4411 Millbrook Drive I Bryant, Arkansas 72022 BUILDING I hub, In YVONNE RICHARDSON COMMUNITY CENTER ADDITION 240 E. ROCK STREET FAYETTEVILLE, AR 72701 PHASE II: BUDDY HAYES PARK IMPROVEMENTS PRICING PACKAGE FEBRUARY 27, 2025 ARCHITECTURE PROJECT INFORMATION PROJECT NAME: YVONNE RICHARDSON COMMUNITY CENTER ADDITION + BUDDY HAYES PARK IMPROVEMENTS PROJECT LOCATION: 240 E. Rock Street, Fayetteville AR 72701 ARCHITECT'S JOB NUMBER: 200012 CONSTRUCTION TYPE: N/A OCCUPANCY CLASSIFICATION: N/A OCCUPANT LOAD: N/A DESIGN ROOF LIVE LOADS: N/A DESIGN ROOF DEAD LOADS: N/A DESIGN SNOW LOAD: N/A DESIGN WIND LOAD: N/A AUTOMATIC SPRINKLER SYSTEM: N/A o5�v5 Lack.4.cy m RFGtSTERED Cr Cr ARCH17CTSO � 4 'S6 C.i�b -� 9'�kANSA� CITY OF AYETTEVILLE ARKANSAS "I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY ME, OR UNDER MY SUPERVISION. I FURTHER CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS ARE AS REQUIRED BY LAW AND IN COMPLIANCE WITH THE ARKANSAS FIRE PREVENTION CODE FOR THE STATE OF ARKANSAS." SIGNED: NOT FOR CONSTRUTION Yvonne Richardson COMMUNITY CENTER PROJECT LOCATION *tF T ARCHITECT 49*- Z i --* 7 DRAWING INDEX CIVIL C0.00 BHP TITLE, VICINITY MAP AND SHEET INDEX 25 CIVIL C0.01 BHP DEMOLITION PLAN 25 CIVIL C1.00 BHP OVERALL SITE PLAN 25 CIVIL C1.01 BHP SITE PLAN 25 CIVIL C2.00 BHP GRADING PLAN & PROFILES 25 CIVIL C2.01 BHP CROSS SECTIONS 25 CIVIL C4.00 BHP EROSION CONTROL PLAN PHASE 1 25 CIVIL C4.01 BHP EROSION CONTROL PLAN PHASE II 25 CIVIL C4.10 BHP EROSION CONTROL DETAILS 1 25 CIVIL C5.00 BHP DETAILS SHEET 1 25 CIVIL LANDSCAPE L0.0 BHP CONTEXT + GSP 25 LANDSCAPE L0.1 BHP EXISTING SITE 25 LANDSCAPE L0.2 BHP TREE PRESERVATION PLAN 25 LANDSCAPE L1.0 BHP SITE PLAN 25 LANDSCAPE L1.1 BHP PLANTING PLAN 25 LANDSCAPE L1.2 BHP LAYOUT PLAN 25 LANDSCAPE L1.3 BHP GRADING PLAN 25 LANDSCAPE L2.0 BHP LANDSCAPE DETAILS 25 LANDSCAPE L2.1 BHP LANDSCAPE + SITE DETAILS 25 LANDSCAPE L2.2 BHP TREE PRESERVATION DETAILS 25 LANDSCAPE L2.3 BHP CITY STANDARD DETAILS 25 LANDSCAPE L2.4 BHP SITE DETAILS 25 LANDSCAPE L2.5 BHP SITE DETAILS 25 LANDSCAPE L2.6 BHP STAGE DETAILS 25 LANDSCAPE L2.7 BHP ROCK STREET CROSSING 25 LANDSCAPE LANDSCAPE ARCHITECT STRUCTURAL ENGINEER MEPFP ENGINEER 91131 MBL ARCHITECTS FLINTLOCK, CO. LTD. TATU M TATUM-SMITH-WELCHER ENGINEERS, INC. 2397 N. Green Acres Dr. 528 N. College Ave, Ste. #3 3100 S. Market Street, Ste. 202 Fayetteville, AR 72703 Fayetteville, AR 72701 2SMITH Rogers, AR 72758 P: 479.443.7121 flinflock7aL P: 479.305.4807 WELCHER P: 479.621.6128 Contact: Ashley Mauldin, AIA L ,UILDING Contact: Allison Thurmond Quinlan, S1 Contact: Richard Welcher, P.E. EoginearingEkmcmti,mix AIA RLA ENGINEERING ELEMENTS 2458 E. Joyce Blvd., Ste. 1 Fayetteville, AR 72703 P: 479.695.1333 Contact: Ron McClane CIVIL ENGINEER OLSSON + 302 E. Millsap Road Fayetteville, AR 72703 (01 so P:479.443.3404 Contact: Matt Loos, P.E. (D O N N O I N O J H I U / w m / fit a a) c- / 0 N N O /E O E OLn (D N O O I 0 O N O � N N N O_ N LEGEND ®CTL SURVEY CONTROL POINT ® SURVEY BENCHMARK ATBM SURVEY TEMPORARY BEMCHMARK ® GAS METER ❑GAR GAS RISER GAS MANHOLE ❑GR GAS REGULATOR ® TELEVISION PEDESTAL 0 FIBER BOX ® FIBER PEDESTAL © CABLE BOX cv CABLE VAULT ® TELEPHONE PEDESTAL O STORM MANHOLE ® STORM GRATE O SANITARY MANHOLE OYL YARD LIGHT *LTP LIGHT POLE $ POWER POLE XLPPP POWER POLE W/ LIGHT E— GUY WIRE n STUMP Bu E) BUSH EVERGREEN TREE DECIDUOUS TREE FAYETTEVILLE, ARKANSAS RALPH "BUDDY" HAYES PARK ADDITION ISSUED FOR BID 235 E. ROCK STREET FAYETTEVILLE, AR 72701 LOTS 1 TO 3 BLOCK 1 LOCATED EAST OF MILL AVENUE AND SOUTH OF E. ROCK STREET IN FAYETTEVILLE, ARKANSAS. Fayetteville, AR IN TRAFFIC SIGNAL BOX © TRAFFIC SIGNAL MANHOLE 0--® TRAFFIC SIGNAL POLE W/ ARM 000TRAFFIC SIGNAL POLE 19 TRAFFIC SIGNAL CONTROL BOX 0 TRAFFIC SIGNAL PEDESTAL O ELECTRIC MANHOLE ® ELECTRIC METER uzar t ER ELECTRIC RISER �- ir-3 :t ,�g •. • _ 'sty'._ \NEL4 ��,�• it ❑E ELECTRIC BOX `1 `� '�4�'p S�".;Vr V ro2n; r hI� n�; ® ELECTRIC CABINET ❑� ELECTRIC JUNCTION BOX r J ""��'; ' F1 ". �jr"!'.`•' psPH SPRINKLER HEAD 1 •• NSCV SPRINKLER CONTROL VALVE l ® WATER METER PIT -6 FIRE HYDRANT 0 WATER METER M o u n t gwV WATER VALVE z •''•:"_ S e Q u o y h OFP FLAG POLE Woods SIGN ® BOLLARD �•. - ® WOOD POST ® STEEL POST OCOL COLUMN -_ 0 BORE HOLE � ' `- r i PROJECT LOCATION PROPERTY LINE ROW RIGHT—OF—WAY LINE 7/13/2020, 2:47:36 PM 1.18,056 — — CENTER LINE LlFIRM Panels Flood Hazard Zones Area with Reduced Risk Due to _ Levee Institutional Master Plan C 0.2 0.4 0.8mi — — —1370 — — EXISTING CONTOUR — Cross -Sections Annual Flood Hazard ® City Approved Map Revision — Urban Center T' 0 0.35 0.7 1.4 km — 1371 EXISTING CONTOUR Flood Hazard Boundaries Regulatory Floodway Existing street Planned street SS EXISTING SANITARY LINE ^•°,•ro..�a.. -�m .^°�•-rc-• "• d•y •ro^-••^;;^;:;:� � _ Other Boundaries Special Fbodway _ Freeway/Expressway Neighborhood Link ••s•r^" •• • w••�••° •->•�• •�•�- •••> • rym•• me 1.•my.na T•6b..M EXISTING STORM LINE Limit Lines Area ofUndetermmedFlood Hazard _ Regional Link - HighActrvity ri Regional Link erM-IM'.p'•rryeFnle••itl�•••iwk el •-q •id al °;_ r;°°°°°°m�°.°^a:b°m•r°-•°r°°^:Mp,:•��°°°, a� ;;,,,,•,•;,e;;,,",,,,,e,'•;�:;:�.,«•.,^;•.:.';,•�;.aMe',�:u.,rr.',.„,•r:�."..� SD GAS EXISTING GAS LINE •""'"" "" "` SF HA /Flood Zone Boundary _ 02`�a Annual Chance Flood Hazard _ Regional Link Residential Link w EXISTING WATER LINE Future Conditions 1%Annual Chance Flood Hazard Neighborhood Link EXISTING UNDERGROUND FIBER OPTIC FO EXISTING OVERHEAD ELECTRIC P—OH X EXISTING WOVEN WIRE FENCE VICINITY MAP EXISTING STEEL FENCE OR CHAIN LINK FENCE EXISTING WOOD FENCE EXISTING TREE LINE BENCHMARKS BM 1 FOUND REBAR W. CAP "PS1 42" ON SOUTH SIDE OF EAST ROCK STREET, EAST OF THE STREAM ELEV. ❑ 1313.151 N: --35730.53L E: L-75231.949 4th, LO Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE BASED ON THE BEST INFORMATION AVAILABLE AND MAY NOT REFLECT ALL EXISTING UTILITIES IN THE PROJECT AREA. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE UTILITY COMPANIES FOR LOCATING EXISTING UTILITIES PRIOR TO CONSTRUCTION AND FOR PROTECTION OF SERVICES DURING CONSTRUCTION. OWNER CITY OF FAYETTEVILLE 113 WEST MOUNTAIN ST. FAYETTEVILLE, AR 72701 CONTACT: WADE ABERNATHY, DIRECTOR OF BOND PROJECTS AND FACILITIES PHONE: 479.575. C3❑1 CIVIL ENGINEER OLSSON 3537 N. STEELE BLVD, SUITE 310 FAYETTEVILLE, AR 72703 CONTACT: MATT LOOS PHONE: 501.733.2240 EMAIL: MLOOS❑ OLSSON.COM V L V V V I V CONTACT- KEITH SIKES, PLS, CFedS PHONE: 4791527M495 EMAIL: KSIKES❑ OLSSON.COM CITY OF FAYETTEVILLE WATER AND SEWER DEPARTMENT 113 WEST MOUNTAIN ST. FAYETTEVILLE, AR 72701 CONTACT: COREY GRANDERSON PHONE: 479 4443452 BLACK HILLS ENERGY 55 MILLSAP RD. FAYETTEVILLE, AR 72703 CONTACT- SCOTT STOKES PHONE: 4791435 0229 DESIGN CONTACTS ARCHITECT MBL ARCHITECTURE 2397 N GREEN ACRES DR. FAYETTEVILLE, AR 72703 CONTACT: ASHLEY MAULDIN, AIA PHONE: 479.443.7121 LANDSCAPE ARCHITECT FLINTLOCK, CO. LTD. CONTACT-ALLISON THURMOND ❑UINLAN, AIA RLA PHONE: 479.305.41 07 UTILITY CONTACTS RITTER 507 W NORTHGATE RD SUITE 220 ROGERS, AR 7275 CONTACT: BRIAN PARRISH, SR OSP ENGINEER PHONE: ❑70L919L5115 EMAIL: BRIAN.PARRISH-i RITTERCOMMUNICATIONS.COM SOUTHWESTERN ELECTRIC POWER COMPANY 0' 1056' 2112' SCALE IN FEET 101 W. TOWNSHIP ST. FAYETTEVILLE, AR 72703 CONTACT: CHRISTIAN DICKEY PHONE: 479 973E230❑ Sheet List Tade Sheet Number Sheet Title CO.00 TITLE, VICINITY MAP AND SHEET INDEX CO.01 DEMOLITION PLAN C1.00 OVERALL SITE PLAN C1.01 SITE PLAN C2.00 GRADING PLAN AND PROFILES C2.01 CROSS SECTIONS C4.00 EROSION CONTROL PLAN PHASE I C4.01 EROSION CONTROL PLAN PHASE II C4.10 EROSION CONTROL DETAILS I C5.00 DETAILS SHEET 1 I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY ME, OR UNDER MY SUPERVISION. I FURTHER CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THESE PLANS AND SPECIFICATIONS ARE AS RELIUIRED BY LAW AND IN COMPLIANCE WITH THE ARKANSAS FIRE PREVENTION CODE FOR THE STATE OF ARKANSAS. Olsson Inc. v =d No.1010 0` 2/1tiSA S ENG llflllly111 NOT FOR CONSTRUCTION w co �CD ~ W U r Q C: Q Q Z J n co LL N 1 PP O N a r � � A Q ILL = W N +� U m CY) N LL i _CL REVISIONS REVISION NO. DESCRIPTION DATE MBL JOB NO. 200012 ISSUE DATE 02-19-2025 SHEET CONTENTS TITLE, VICINITY MAP AND SHEET INDEX SHEET C0.00 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© Q 0 n O N N O �I 0 z m x I N (D C)� O w N (n N � 01 w a �w � vl 0 N O N O I� N O O N �O o I IN O = / J �w C) of w 0(D -oO 0 N 73 N m O / I U) N N CD O O j O �x � I �> Q 0� Q cfl O O O N N �O Q I / N �o J Q)m �F-- I I O O �w �w (0m Ox I N N O / O E E Oo Lnco N O LH I o� O N CO O O N / N c N O N / Q) Li w �Q 00 . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . (0.... o 0 ................ .. = O 0 a O=I Parcel 2913000 City of Fa tteville File:9,402 3-- 0 . . .... Of ..... .'.'. 0 I 1 Q a ..... O 229 LF .:.�:.:.:.:. Of 3 .'.'.'.'.' .... 2=j C/)o Q I 0 .............. o ............. 4 .'.' Y) _ 0 . . . . . . . . . . :.. � I . . . . . . . . . . :.... O ...... LL. 0 :.' I3=j . . . . ..... (Do . . . . . ...... CL 0 . . . ..... 01=j 0 O 0 0 CL o _J 0 .... V) Q ...... CD ::0- 01 ...... IL .... chi o •• . . . . . . . . . . . V) ...... Q 0 .............. _ 0 n 4 .'. o 8 . . . . .:.:.:.:.: ry � .'.'.'.'. o I ............. O . . . . . . . . . . . . . . . 2 o ' I I lJ Parcel 711511029114 000 E 7115 E01330 E000 City of Fayetteville File: 94050911 a 7 ........................................... E. ROCK ST. a. d SD SD 7- SD SD SD va. 'AP-vOH a P-OH ° a P-OH a Q d A d EV 7 O 0 7 Parcel 7 [15 [029115 E000 Stevens Pro'lierties Fayetteville, LLC Pilo• ,)nia nnnn,)z,),i a _ T' o Q / CO ROW 0 DEMOLITION NOTES: 1. ALL REMOVED MATERIAL SHALL BE DISPOSED OF OFF SITE AT CONTRACTORS EXPENSE TO AN APPROVED DUMP SITE UNLESS OTHERWISE NOTED. ��y_VJL�1�>tail��:/69�1�[elm_\V��1�►��ya_1��:3�ri1►1�_1:7��llill►�■�I�h 3. CRUSHED STONE FILL CAN BE STOCKPILED AND REUSED, IF IT HAS PROPER GRADATION CHARACTERISTICS AS DETERMINED BY GEOTECHNICAL ENGINEER DURING CONSTRUCTION. 4. UPON REMOVAL OF SURFACE MATERIALS, THE EXPOSED SUBGRADE SHOULD BE CAREFULLY OBSERVED BY A GEOTECHNICAL ENGINEER. O 5. ANY SOFT OR UNSTABLE AREAS WHICH ARE DETECTED AT THE EXPOSED GRADE 0 OR DURING THE EXCAVATION FOR THE FOOTINGS SHOULD BE UNDERCUT AND = REPLACED WITH LOAD BEARING FILL. REFER TO GEOTECHNICAL REPORT. /CONTRACTOR TO PROVIDE TRAFFIC CONTROL ROUTING AD PLANS FOR THE � / CONSTRUCTION INCLUDED IN THESE PLANS. CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FOR THE STREET CLOSURES AND COORDINATE THESE CLOSURES WITH THE CITY AS RE UIRED. OJT co r■ O/ as am Parcel7C5 C330[000 City of F etteviIle File: 94 2❑793 KEYNOTES: O.............. .............. .............. REMOVE ASPHALT PAVEMENT a A a'd Oa REMOVE SIDEWALK OREMOVE CURB GUTTER RELOCATE EXISTING POWER POLE. CONTRACTOR TO COORDINATE WITH OSWEPCO AND ALL OTHER UTILITY PROVIDERS ON THESE POLES FOR RELOCATION. PROTECT EXISTING MONUMENT IN PLACE. IF MONUMENT MUST BE O5 MOVED ALTERED CONTRACTOR TO REMOVE, PRESERVE, AND RELOCATE AS DIRECTED BY THE CITY OF FAYETTEVILLE. OMODIFY RITTER VAULT LID TO MATCH PROPOSED GRADING. SEE SHEET C2.00. CONTRACTOR TO COORDINATE WITH RITTER. OPROTECT EXISTING TREE IN PLACE, SEE DETAIL SHEET C4.10 O$ RELOCATE SIGN. SEE SHEET C1.01 FOR PROPOSED LOCATION OREMOVE EXISTING VALVE BOX AND ABANDON EXISTING VALVE IN PLACE. CONTRACTOR SHALL SAWCUT REMOVE EXISTING ASPHALT PAVEMENT AS NECESSARY TO PROVIDE A SMOOTH EDGE BETWEEN NEW EXISTING CURB, SIDEWALK OR PAVEMENT. EXTENTS OF REMOVAL SHALL ACCOMMODATE NEW CONSTRUCTION SHOWN ON THESE PLANS. SIDEWALK CONCRETE PAVEMENT REMOVAL SHALL BE TO THE NEAREST JOINT. EXISTING CONCRETE CURB AND GUTTER TO BE REMOVED TREES TO BE PRESERVED. INSTALL INITIAL TREE PRESERVATION FENCING PRIOR TO DEMOLITION ACTIVITIES. REFER TO DETAIL THIS SHEET EXISTING UTILITY STRUCTUREILINE TO r7 REMAIN. CONTRACTOR SHALL TAKE LJ EXTRA PRECAUTION TO NOT DAMAGE EXISTING UTILITY STRUCTUREILINE. ROW - T- — SL - W W -SS—SS— GAS - P-OH FO T❑ WM z WV H IeJJ Q 0 0 RIGHTCOFIWAY LINE PROPERTY LINE EXIST. STORM LINE EXIST. WATER LINE EXIST. SANITARY SEWER LINE EXIST. GAS LINE EXIST. OVERHEAD POWER LINE EXIST. FIBER OPTIC LINE EXIST. CONTOUR BENCHMARK EXIST. LIGHT POLE EXIST. TRANSFORMER EXIST. WATER METER EXIST. GRATE INLET EXIST. POWER POLE EXIST. POWER POLE W LIGHT EXIST. STEEL POST EXIST. WATER VALVE EX. FIRE HYDRANT EX. WATER METER EX. COMMUNICATION BOX EX. TRANSFORMER EX. ELECTRICAL BOX EX. SIGN EX. STORM SEWER MANHOLE EX. GAS METER EX. SANITARY SEWER MANHOLE EX. DECIDUOUS TREE EX. EVERGREEN TREE 0' 10' 20' 40' SCALE IN FEET NOT FOR CONSTRUCTION UJ -0 M W Q� O Iz Q 2 (D N r` Z� co u- N 0 Q L r �< Q O LU :tf C m N a--r co LL s _Q REVISIONS REVISION NO. DESCRIPTION DATE MBL JOB NO. 200012 ISSUE DATE 02-19-2025 SHEET CONTENTS DEMOLITION PLAN SHEET C0.01 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© a) m a� in a) a U c J m I N O N rLl w ry x (0 O N N O w (n Q m n U T -0O 0 N 73 N jo U N N CD O O �m U O �x �> Q O (� O � �w (0m CD N N O / O E E O� (0 N (0 OLH I o� O N CO O O N N C N O N / Q) LL � lmW O o O = M (` > N N N �t Z >, O li o a:j 3: [L- I N o O N m � I Parcel 7C5d2❑00E000 City of Fayetteville File:9402 793 PAVEMENT MARKING NOTES: 1. DO NOT APPLY PAVEMENT MARKING PAINT UNTIL LAYOUT, COLORS AND PLACEMENT HAVE BEEN VERIFIED WITH THE ARCHITECT. 2. ALLOW CONCRETE PAVING TO AGE FOR 2❑ DAYS BEFORE MARKING. 3. ALL PAVEMENT SURFACES SHALL BE CLEANED CLEARED OF ANY DEBRIS OR CURING COMPOUNDS IN ACCORDANCE WITH MANUFACTURES RE❑UIREMENTS PRIOR TO ANY MARKING APPLICATIONS. a:j 4. DETAILS NOT SHOWN SHALL BE IN CONFORMITY WITH THE STATE STANDARDS FOR TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, AND SIMILAR RE UIREMENTS ESTABLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. 5. ALL PARKING LOT STRIPING SHALL BE SINGLE LINE 4" WIDE AS PER THE SITE PLANS. PAINT FOR MARKING PAVEMENT SHALL CONFORM TO FEDERAL HIGHWAY MARKING STANDARDS. USE SHERWIN WILLIAMS PROFESSIONAL FAST DRY ACRYLIC LATEX TRAFFIC MARKING PAINT OR E UAL, USE WHITE, BLUE OR YELLOW, WHERE APPROPRIATE. UNLESS OTHERWISE DIRECTED, USE THE FOLLOWING: A. BLACKTOP OR BITUMINOUS ASPHALT PAVING: USE WHITE COLOR. B. PORTLAND CEMENT CONCRETE PAVING: USE WHITE COLOR. C. ADA ACCESSIBLE PARKING AND ENTRYWAYS: USE BLUE COLOR. D. PROVIDE PAINTED CURBS AT FIRE LANE DESIGNATIONS PER FIRE MARSHAL RE UIREMENTS. 7. APPLY ALL MARKINGS USING APPROVED MECHANICAL E❑UIPMENT WITH PROVISIONS FOR CONSTANT AGITATION OF PAINT, CAPABLE OF APPLYING THE MARKING WIDTHS AS SHOWN. PROVIDE A MINIMUM WET FILM THICKNESS OF 15 MILS. USE PNEUMATIC SPRAY GUNS FOR HAND APPLICATION OF PAINT. ALL PAINTING E❑ UIPMENT AND OPERATIONS SHALL BE UNDER THE CONTROL OF EXPERIENCED TECHNICIANS THOROUGHLY FAMILIAR WITH E UIPMENT AND MATERIALS AND MARKING LAYOUTS. . DETAIL PAVEMENT MARKINGS SHALL BE THAT MARKING, EXCLUSIVE OF ACTUAL TRAFFIC LANE MARKING, AT EXIT AND ENTRANCE ISLANDS AND TURNOUTS, ON CURBS, AT CROSSWALKS, AT PARKING BAYS AND AT SUCH OTHER LOCATIONS AS SHOWN. ADA ACCESSIBLE PARKING SPACES SHALL BE MARKED BY THE INTERNATIONAL ACCESSIBLE SYMBOL AT INDICATED PARKING SPACES. 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F ' - - • '� ,� f ddd ;'id�tad9'•dd ®d �i• �i� ''d dQ�d�®d. .� �i'�i0• �. • • og'ggatg "r : d,�•ti•:®o 0000,. `'•''4'0®d��®IR��'' �•'C�4dp'•O dO® '•�4dwA O .j.� g®�®� �• •. • f I%04y`OSwM�'�'�`4d♦�'•�'��'•yi'@se� 1':''�B�Md''�d0'•'♦.''%'T�'' !7 �d�nl�..* ♦ �... �00 ♦ �•aa,•'•ea �� dv��'od'®!s��0ii��s�idf c' • ai0•'•�i•4 � � - i•0�.��•"vw:�o�Ae• - :..'.��Q��O �.�� ®�d19�.�'.'i•�� •O�''d�i �dOi��dp'.,•'��9i� 'fd'•©�O�•i•�� ••�''•�9��! ®�'iiJ •O�d��%J:;ii � � ��'�dO:,�O�:;:p��i��:.%�•�ip 1p'�s'01ti . t�`��®d%<�j•OSp�O�� dw . 'w��sA��dj' 01 �d Oi�i'i�"••�� !��d: �'Yvi•'.��Oi'.••''•�� 1 ■ .. • 1 1 1 1 �02'.2�®ddO9n.eau`ve.��-rse..na+N..a.r��'. �JsdOdw4s�i,'.3.!si��!J��s!J•O_3'2.��.-ss®• _ _.,,� ROW REFER TO LANDSCAPE PLANS FOR PARK IMPROVEMENTS E. ROCK STREET SPOUT SPRINGS BRANCH ONE 1: WATERSIDE CONE ONE 2: MANAGEMENT DONE Parcel'"[0[32F 000 To y FIB❑ers Davis TrCsi e i1e: 20221100 5132 ROW ROW � $ GENERAL NOTES: 1. CONTRACTOR SHALL HAVE ONE A []SIGNED COPY OF THE PLANS APPROVED BY CITY OF FAYETTEVILLE, AR AND ONE J ❑COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS SPECIFICATIONS AT THE SITE AT ALL TIMES. 2. ALL REFERENCES CONTAINED WITHIN THESE PLANS TO THE OWNERS ENGINEER ARE HEREBY REFERENCED OLSSON, INC. 3. THE EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND MAY NOT INCLUDE ALL LINES PRESENT. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL 11 OR 1 LLOOL4`2[❑99❑, AND COORDINATE FIELD LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING GRADING ACTIVITIES. [STOP -CALL BEFORE YOU DIG7 4. UTILITIES AS SHOWN WERE OBTAINED FROM INFORMATION INDICATED ON THE SURVEY OR BY FIELD OBSERVATION. CONTRACTOR SHALL FIELD VERIFY ALL HORI❑ONTAL AND VERTICAL LINES AND GRADES OF EXISTING UTILITIES PRIOR TO THE CONSTRUCTION OF IMPROVEMENTS CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON DISCOVERY OF A DISCREPANCY BETWEEN THE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS. 5. CONTRACTOR SHALL NOT CHANGE OR DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE OWNER AND ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL PERMITS AND PAY ALL FEES AS RE UIRED BY THE CONSTRUCTION COVERED IN THESE PLANS. 7. ALL WORK AND MATERIALS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR THE OWNER S REPRESENTATIVE. ANY ESTIMATES OF ❑UANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL UANTITIES. CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS TO COMPLETE CONSTRUCTION AS SHOWN ON PLANS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF THE RIGHTCOFIWAY AND FOR DAMAGED IMPROVEMENTS SUCH AS CURBS, SIDEWALKS, STREET LIGHT AND TRAFFIC SIGNAL JUNCTION BOXES, TRAFFIC SIGNAL LOOP LEAD INS, SIGNAL POLES, ETC. DAMAGED IMPROVEMENTS SHALL BE REPAIRED IN CONFORMANCE WITH THE LATEST CITY STANDARDS AND TO THE CITY S SATISFACTION. 10. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE ANY EXISTING STREET, CURB AND GUTTER, SIDEWALK, DRIVEWAYS OR STRUCTURE UNLESS SHOWN TO BE REMOVED. 11. ALL WORK WITHIN ROAD RIGHTIFOFI WAY SHALL CONFORM TO THE CITY OF FAYETTEVILLE, AR RE UIREMENTS, UNLESS OTHERWISE NOTED. 12. ALL TRAFFIC CONTROL SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES MUTCD 13. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. ANY PROPERTY CORNER DISTURBED OR DAMAGED BY GRADING ACTIVITIES SHALL BE RESET BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF ARKANSAS, AT THE CONTRACTORS EXPENSE. 14. CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL EARTHWORK UANTITIES. CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS AS SHOWN TO COMPLETE CONSTRUCTION SHOWN ON PLANS. 15. THE CONTOUR LINES, SPOT ELEVATIONS AND BUILDING FLOOR ELEVATIONS SHOWN ARE TO FINISH GRADE FOR TOP OF PAVEMENT, SIDEWALKS, CURBS AND FLOOR SLABS, ETC. REFER TO TYPICAL SECTIONS FOR PAVING, SLAB AND AGGREGATE BASE THICKNESS TO DEDUCT FOR GRADING LINE ELEVATIONS. 1 a CONTRACTOR SHALL FINISH GRADE SLOPES AS SHOWN NO STEEPER THAN 1 FOOT VERTICAL IN 3 FEET HORI ONTAL. 17. THE CONTRACTOR SHALL GRADE LANDSCAPED AREAS AT A MIN. OF 1 TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND SIDEWALKS WHEN FINISH LANDSCAPE MATERIALS ARE IN PLACE, UNLESS SPECIFIED OTHERWISE. 1 . ALL BACKFILL SHALL BE TAMPED. BACKFILL WITHIN THE RIGHT[OFIWAY SHALL BE COMPACTED TO 95 MAX. DENSITY AS PER ASTM[DC9❑ [STANDARD PROCTOR COMPACTION 19. THE CONTRACTOR IS RESPONSIBLE FOR ATTENDING TO AND CORRECTING UNSUITABLE SOIL CONDITIONS RELATED TO PLOW ONES, WET SOILS AND OTHER CONDITIONS. THE UNSUITABLE CONDITIONS MUST BE CORRECTED PER THE GEOTECHNICAL ENGINEERS REPORT, WHERE RE❑UIRED, TO MEET PROJECT NEEDS. 20. ALL EXTERIOR CONCRETE SHALL HAVE A MINIMUM 2 DAY COMPRESSIVE STRENGTH OF 4000 PSI AND BE AIR ENTRAINED. FLY ASH IS NOT A SUITABLE REPLACEMENT FOR PORTLAND CEMENT. 21. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PUBLIC STREETS IN THE VICINITY OF THE JOB SITE CLEAN AND FREE OF ROCKS, SOIL MUD AND DEBRIS DURING ALL PHASES OF CONSTRUCTION. 22. CONTRACTOR SHALL CLEAN OUT ALL EXISTING AND PROPOSED INLETS, PIPES AND MANHOLES OF DEBRIS AND SEDIMENTATION AT COMPLETION OF SITEWORK. THIS WORK SHALL BE DONE TO THE SATISFACTION OF THE OWNER AND THE CITY OF FAYETTEVILLE, AR. 23. CONTRACTOR SHALL RETAIN FLOATABLE WIND BLOWN MATERIALS ON SITE BY STORING ALL TRASH AND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL PROPER DISPOSAL AT AN OFF SITE FACILITY. CONTRACTOR TO CHECK ADJACENT AREAS DAILY AND PICK UP CONSTRUCTION WASTE MATERIALS AND DEBRIS THAT HAVE BLOWN OR WASHED OFF SITE. 24. CONTRACTOR IS RESPONSIBLE FOR PROVIDING BERMS, SILT FENCES, OR OTHER MEANS TO PREVENT ERODED MATERIALS FROM REACHING THE PUBLIC RIGHTCOFMAY AND ADJACENT PROPERTIES. IN THE EVENT THE PREVENTION MEASURES ARE NOT EFFECTIVE, THE CONTRACTOR SHALL REMOVE ANY DEBRIS, SILT, OR MUD AND RESTORE THE RIGHTCOFMAY TO ORIGINAL OR BETTER CONDITION. 25. CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DOWNSTREAM EROSION AND SILTATION DURING ALL PHASES OF CONSTRUCTION. EROSION CONTROL PROCEDURES SHALL BE IN PLACE PRIOR TO BEGINNING GRADING ACTIVITIES. 2 . CONSTRUCTION ACCESS TO THE SITE SHALL BE LIMITED TO THE APPROVED TEMPORARY CONSTRUCTION ENTRANCE S AS SHOWN ON SHEET C4.00. [�� ►� I li] :7_1:\'LK•] � f;� � 3�L•� � [•] ► � � ► � � :L1► [•l �y : I_1 � � : I_\�I �y : [•> t ■ :Z•Z•7 :� 7i] :� � ��1:7 y_\il � 2 . EROSION CONTROL DEVICES SHALL BE MAINTAINED DURING THE WHOLE CONSTRUCTION PERIOD BY THE CONTRACTOR. 29. CONTRACTOR SHALL PROTECT ANY STORM INLETS FROM SEDIMENT THAT TAKE STORM WATER FROM THE AREA OF CONSTRUCTION. 30. ALL DISTURBED AREAS SHALL BE STABILI ED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN. 0' 20' 40' 80' SCALE IN FEET BENCHMARKS BM 1 FOUND REBAR W. CAP "PS1 42" ON SOUTH SIDE OF EAST ROCK STREET, EAST OF THE STREAM ELEV. -11313.15❑ N: 35730.5311 E: 75231.949 NOT FOR CONSTRUCTION UJ -0 M W Q� O Iz Q ci = m ai r` Z� co U- N i 0 r O U 4-1 �' N\ ILL T O � ^, W LU ^, 0 U m Ln N ILL S _Q REVISIONS REVISION NO. DESCRIPTION DATE MBL JOB NO. 200012 ISSUE DATE 02-19-2025 SHEET CONTENTS OVERALL SITE PLAN SHEET C1.00 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© Q 0 n a) rn 0 m rll (n N n 0 O rn C 0 J rn >, 0 0 0 m I N O Ln N II1 W ry x (o 0 N N O w1 cn Q rn vl cy)0 rJ ';t co � 0 N U)o 1 0 z om �x � >I 0 N co N Nt O� l0 N O O N � N cn0 1 1 U N I--, J '!�I o m U 0 _Q 0 0 _ t >(0 0 D N M N m co I N N O � O n /U rn ~ X n -I c ' 0 / � 0 Qco v0 O N = N Q O I N Oo Y O J Q)m o� I 0 N U � w (Dm 0x I N N 0 1-11 0 E O 0 L / co 0 Ln I oLn 0 0 o O N N c N O r N / Q) Li 1 Lil >� � Q n n 3 L's IN 13 9 10' ---.q I R2.00 I 16 10, - a \Om R2.00' 1 3 R=178.09' Of L=10.53' I ZONE 2: MANAGE ENT ZONE I I I-�— 10, 10 cif iI 1 0 w 0 ry 3 0 x 0 ry 3 0 x 0 Of 10, I s 40.00' XISTING I I 10 R2.00' !10'— R2.00' a ►o- 24EXISTING ROADWAY WIDTH 22.5' TYP. L �/' \ \ \ \ • \. . . E. 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' \ \ . . .•.•.• 8.17' SEE LANDSCAPE PLANS FOR \ \ \ \\\ ..... 1 I DESIGN EAST OF SIDEWALK \ \\ 6' ` \ .. .........� .-'-'.'.'-'-'.'.' \ \' \\\\\ • • • • • • .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.� 10' SWE P C O . ..'' \\ \ :..: ::..::..::..::..::..::..::..: \ \ .. ELEC: EASEMENT .�.:::.-:....: \ �� :':':':':':':.:':.............. ............ \ . \ \\ \:':'.'.'.'::'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'... \ ..... \\\ \. \ a 15 \'•'•'•'•'•'••••• ..............................: 12....................... . . IN \. \\ ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: \ V.'.':*::::: :::::::: \ \ \\\\ :::::::::::::::::::::: :\ .................. \\\\\\ \' \ ....I.....-. �.'.'.'.'.'.'.' .'.'.'.'.'.'.'...'... ::..... \\ \\\\\.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. \ .... ' 'I. ... ......:... .....' .............. \\\\\\ \\::::::......::::::::::::::::::::::::. : :':':':':':':':':' ' '.' ' \\ \\\ \\ :':':'.'.'.'.'.''.'.' . .... ...... ....... �\\ \\ \\'.'.'.'.'.'.'.'.'.'.'.'..\.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.�\. "....'...................'...........'.......... \ \\ \ \........................................................................................................ `.'.'..... .'....'.'.... ' '.'.'.. ' .'.'.'.......'. \\ \. \\.....'.'.'......'.'......'.'.....'.'......'.'......'.'..........'.'.'......'.'.....'.'......'.'......'.'.....'.'.'......'.'......'.'..... \ .... \� \ \ . ..'.'.'.'.. \ \\ \\:':':............'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'. . . . 1 \ \\ \\ \..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.\ ". ' ' \\...................................................... \\ \\ \\ \...........................................................................................................\ r I ....................'.'.'...:' .'...' .'.' \\ \\ . \ \\'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'... + + + LANDSCAPE PLANS SHOWN '.'.'.'.'.'.'.'.'.'.... \\ \ \ \''''''''''''''''''''''''''''''''''''''''''''''''''''\.'''''''''''''''''''''''''''''''''''''''''''' + + + �\ \ \\ \ ...... + FOR REFERENCE ONLY. A...:....:'.:.:..':.:. :... ' \ \\ \ \......'.'.'......'.'......'.'.....'.'......'.'......'.'.....'.'.'.'.'.'. .....'.'...... + + + + \\ \\ \ .....\'..................................................... + + + + SEE LANDSCAPE PLANS FOR ..... \ \\ \\ + + DESIGN EAST OF SIDEWALK . ' J':''"' ". •:'.:.:'; '.': \ \ \".'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'\'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' \\ + + + + •4 e•.� �•.'' .• . . . \ \ \ \\\'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.\.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . . 1 2...k...................................... \\ \ \ \:':........ .................................................................................................. \ + + + + + + + + + + + + + a +"+ \ \ + :.t +.. \ + + + + + +.' +.. .................. \.\-................................................. + + + 4 . +. ................. ..... ....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.-`.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.•.'.'. \\ \\ \\................................................'.'.'...........................................'.'.'.'.......\ + ................. .. ........ ... \ ......... ................... ....... ........:':':'.:' ' '.'..'.'...... \'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.•.'.'.•.•.'. + '...'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'... '.'.'.'.'.'.'.'.'.. \ \ \ \\'.................................................... + ........ \ \ �................................................................................................ + ..... \ \................................................\............................................. ... ... \ ... .. .. .. ... .. .. .. .. .. ... ...........� O I ••':..::: .. ...... .. .... 11 \ \...................................................................................... ....... ... ....... \ .. .... ..'.'.'.'....... \ \ \\ \\................................................. .............................. \\ \ \.'......'\..'.'.'......'.'.........'.......'.• .. . I i + ::.\......................... ........................:'::'. ' .':.' ' ' ': '':' ' ........ \ \ \ \ \ \\ ............................x .. ......... ... ..... ...... .. \\ \\ \ ... 15 + '::... . .........:.:.: \................... '..... ...................' .................' .......:.::......' ':'..:..' \ \\ \ \ .:.:.....:\..................'. + + ' I \\ \\ I\ + + °:...........'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. ...................... III \\\ \:::::::::::::::::::::::::::::::::::::::::..... �.x + + + .................. + + ....................... .. .. .. .. ... .... ., + + -+ + + + +, + \ \ + awb,,, e • \\ \ + f =+ ..... ................. + + + + + °+ ....................... „r • +° d......................................................�............. \ \ \\\\ \\ + ++ ,: a ��: + + + + + + + <.' . A .......................................................... :: L . .•.•. . -A ................................................................. \ \ ......... 4 • . \ \ Qf '•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••.•.•/ \. .•. ......... .' 17 6 \ / 15 � / . \ I = \ \ / x0 1 I \ / R15.00' 7' O� m 2 7' 0 lei REFER TO YVONNE RICHARDSON COMMUNITY CENTER ADDITION PROJECT FOR DESIGN IN THIS AREA O ROW KEYNOTES: OINSTALL 4" CONCRETE SIDEWALK O2 INSTALL HEAVY DUTY ASPHALT PAVEMENT (SEE DETAIL SHEET C5.00) O3 —I I CONSTRUCT STANDARD CURB & GUTTER CONSTRUCT 1' CONCRETE BANDING. (SEE DETAIL 4 O SHEET C5.00) PROPOSED BEAM ROCK RETAINING WALL. MINIMUM 2" ABOVE SIDEWALK ELEVATION AND MAXIMUM 2.5' FROM SIDEWALK OGRADE TO THE BOTTOM OF THE WALL. COORDINATE WITH CITY, LANDSCAPE ARCHITECT, AND DETAIL SHEET C5.00 FOR DETAILS O a.. WALKWAY PER LANDSCAPE PLANS. SEE LANDSCAPE PLANS FOR DETAILS. a a OTRUNCATED DOMES CONSTRUCT CONCRETE FLARE O OPROPOSED RELOCATED SIGN 10 PROPOSED STREET LIGHT ATTACHED TO POWER POLE TO BE q� PROVIDED BY SWEPCO. 11 PROPOSED ROADWAY CENTERLINE STRIPING PER e MUTCD AND CITY STANDARDS 12 TREE PRESERVATION FENCING 13 REMOVE EXISTING VALVE BOX AND ABANDON EXISTING VALVE IN q� PLACE 14 PROPOSED PARKING STRIPE 15 APPROXIMATE LOCATION OF SWEPCO POWER POLE WITH GUYING COORDINATE WITH SWEPCO FOR FINAL LOCATION AND DETAILS. 16 MODIFY RITTER VAULT LID TO MATCH PROPOSED GRADING. SEE SHEET q� C2.00. CONTRACTOR TO COORDINATE WITH RITTER. 17 INSTALL END OF SIDEWALK SIGNAGE 18 COMPOSITE DECKING. SEE LANDSCAPE PLAN FOR DETAIL. 1 r !1 r A I P•% ROW I RIGHT-OF-WAY LINE F' PROPERTY LINE — — — — LOT LINE — — UTILITY EASEMENT FIRE LANE STRIPING — — CENTER LINE TREE PRESERVATION FENCING IE EXIST. TRANSFORMER wM I EXIST. WATER METER A EXIST. POWER POLE W/ LIGHT zwv EXIST. WATER VALVE 0 EX. FIRE HYDRANT B EX. WATER METER E EX. COMMUNICATION BOX 7� EX. TRANSFORMER N EX. ELECTRICAL BOX I EX. LIGHT POLE x EX. POWER POLE + EX. SIGN °@ EX. STORM SEWER MANHOLE G EX. GAS METER O EX. SANITARY SEWER MANHOLE 0 EX. DECIDUOUS TREE EX. EVERGREEN TREE 0' 5' 10' 20' SCALE IN FEET NOT FOR CONSTRUCTION w -0 c, W 0� o D rn ti H � ti H c Q ri It = a) ai U �= m C. Q) 't Q z— J r\co >, a cu m N LL O o-e Q 6a a i NO � N ti 4-0 Q m - ° W _6 cl) _� U -0 m � N Q LL S Q w REVISIONS REVISION NO. DESCRIPTION DATE MBL JOB NO. 200012 ISSUE DATE 02-19-2025 SHEET CONTENTS SITE PLAN SHEET C1.01 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© m a) �n a� n U U) c 0 J co 0 m I �0_ N O Ln N w1 W ry x c- E� U� U O N 6; 0 W U N O LL m D U) �I � U O O N ,;I- N 0 co 10 N N O N p 0 ry c�1 w cn U Q /m n oU In o � N � N m O / N N O � Y cn c U n U c i� 0(o Q O U N 00 � I Q N /O c0 0,)m �0 ox N N O / E O Q oco Ln � O 0 Li� I o Ln 0 N o 0 N N � N 0 r N Li w Lil + TI - + � +++ ++++++++ �+ � +� • �Oeeeeee �e��r�w .►-roc eject!_e!ere�'eee�j`��Q`�eej�jeeejej� eeeeeeeeeeeeeeeeee . eeeeeeeeeeeeeeeeeee�. ,��J�ee►e ��eeee��eweJe�eeeee� fee i�eeeee�<_eeeeeeeee� . ♦eeeeeeeeeee.•� �eee�veeee� eeeeeeeeeeeeeeeeeeeeel ♦eeeeeeeeel • ♦eeeeeeeee♦ • � eeeeeeeeeeeeeeeeeeeeel ♦eeeeeeeeel ♦eeeeeeeee♦ ♦eeeeeeeee o ♦eeeeeeee♦ �Yi�ieeeeeeee♦ ee0000��e00000 ' ' • eeeee♦ ♦eeeee♦ ♦eeeee♦ ♦eee♦ _� eeeeeeeeeeeeeee oImeeemLweeeee0e� eeee� ♦eeeeee♦ ^e�e�e�e�e�eL♦je�e�e�e��.�.► •ei� �e� . . • < �ei�►eO�ei�i� rile �� TC/ME=1318.92± I TW=1319.42 3 TW=1319.43 TC/M E/H P=1320.24± TC=1320.09 TC=1319.44 TP/ME=1319.47± TC=1319.35 U TP/ME=1319.31± O ry Lj \ PROPOSED WALL ALIGNMENT. SEE BELOW' r �+ \ , FG/ME-1311.00± FG/ME=1312.00± .:'�.. \ FG=1314.17 1312 7 LFG=1317.41 , � :a .. �- M Elcl + HFG=1319.69 �`'? I \ LFG TO MATCH- TW=1314.17 - EXIST. VAULT i ++ ++ EG=1317.99 CO ti SIDEWALK TW=1314.17+ 314� M LFG/ME=1314.62± - _ H - u�OH HFG=1316.99 - _\ HFG=1316.17 -1301-7, r • O �. / 9 + :a + + � + + i F + ♦ + ',• • +. : yr ++ I :tt sir v FG=1314.24 r + mil. � .. .•r.r ♦' + I 30 LF OF V FG/ME=1311.63± \ TURNDOWN EDGE, _ 10' TRANSITION TO TYPICA + M + + + + �+ +O+ +++++ ■ �� 1 ``nklm H _ -� _ C TW=1314.29 TW=1314.08 'TW=1312.1 TC=1319.66 co TC=1318.10 , �_j TW/FG=1312.65 � V.- \ TW=1314.01 TC-1312.52 FG=1311.13 - TC=1319.57 ^^ try 0+ TC=1317.00 901-L TW=1308.85 � 0cFG/ME=1307.82± TW= 308.80 mua M( FG/ME=1307.95± o I TP/ME=1318.94± 0+ 0 ^ �^� o P_0 c TC/ME=1307.40± - TC=1319.77 TP/ME=1316.33_ \ 1± 0 1 5 1 + I 57 � 1 To o 2+25 2+30 • w- 1 ` \ 1 +I 5 O \ L 1 __ I I \ \ I TC=1308.77 I ��ii-- -F �I - - 1 \ TC=1308.89 \ wow, ! co w w w �►� cv I W TP/ME=1308.44± a:w / MILL AVE. _ - \ o ^ _ I- (n r w W a cn U I W w o O U) 2 w / I c2U ^w �- L Wo ^ fir- _ / rn r . PROPOSED MILL AVENUE cw I o w o / CONNECTION ALIGNMENT. �- v� U cis U M02i SEE BELOW M021 AAnv MILL AVENUE TIE-IN ELEVATIONS (0+00 - 2+30.57) 1320 1315 PROPOSED WESTERN GRADE=EXISTING GRADE SEE 1320 EDGE OF CONCRETE BANDING AND SHEET e5.00 FOR PROPOSED TYPIeAlt 1315 1310 1305 1300 I I I 1310 1305 1300 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+252+30.57 PROPOSED WALL iRUN MUM 1325 1325 PROPOSEO SIDEWALK GRADE AT TOP OF WAL( 1320 WALL TO EXTEND END AT LEAST 2" ABOVE SIDEWALK l-r7)Ar%C! %A/LIII C AAAIAI-rAIAIIAI/- A AAA\/ Ur!l/-LJT VI\r%L./L VVI IILL IVIr% 14 Ifl11V IIVV PY IVIlV\ I ILIV1 I I IIIFFFRFN-FIAT ()F 7 _' RFT\A/FFN THF= .qIIIFxA/AI t( AK]n THE BOTTOM OF THE WALL. 1320 1315 - 1315 1310 EXISTING GRADE BOTTOM OF 1310 1305 GRADES SEYO^:D I IAI 1 1305 0+25 0+50 1 0+75 1 GRADING NOTES: 1. ALL ELEVATIONS ARE TO NORTH AMERICAN VERTICAL DATUM (N.A.V.D. 1988) 2. STRIPPINGS ARE TO BE STOCKPILED ON -SITE AS DIRECTED BY THE ENGINEER. FOLLOWING THE COMPLETION OF THE GRADING, THIS TOPSOIL SHALL BE USED AS FILL MATERIAL ON ALL LANDSCAPED AREAS. IF STOCKPILE IS INACTIVE FOR MORE THAN 14 DAYS, STABILIZE OR PROTECT THE PERIMETER AS SHOWN ON SHEET C4.00. 3. ALL HERBACEOUS VEGETATION SHALL BE REMOVED FROM WITHIN THE LIMITS OF THE GRADING AND REDISTRIBUTED WITH THE TOPSOIL AS OUTLINED IN NOTE #2. 4. CONTRACTOR SHALL USE CAUTION AROUND ANY EXISTING UTILITIES LOCATED ONSITE. THEY SHALL BE RESPONSIBLE FOR THE REPAIRS OF SUCH STRUCTURES WHEN BROKEN OR OTHERWISE DAMAGED BY THE NEW CONSTRUCTION. 5. THE PROPOSED CONTOURS REPRESENT TOP OF SLAB IN PAVEMENT AREAS AND FINISHED GRADE IN ALL OTHER AREAS. QUANTITIES DO NOT TAKE INTO ACCOUNT CORE -OUT OR ANY OVER -EXCAVATION. 6. CONTRACTOR SHALL ADDRESS ANY GRADING RECOMMENDATIONS IDENTIFIED IN THE GEOTECHNICAL INVESTIGATION. PRIOR TO MOVING OFF THE JOB THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO DO A FINAL WALK-THROUGH OF THE CONSTRUCTION SITE. 7. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE CONSTITUTES ALL KNOWN FACILITIES. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT AN UNDERGROUND LOCATE SERVICE IN ADVANCE OF ANY EXCAVATION FOR THE MARK -OUT OF THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. 8. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF UNDERGROUND UTILITIES. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE SEDIMENT CONTROL BARRIERS FOR A PERIOD OF 1 YEAR OR UNTIL THEY ARE RELEASED FROM THIS RESPONSIBILITY BY THE ENGINEER, WHICHEVER PERIOD IS SHORTER. 10. ALL ITEMS REMOVED SHALL BE DISPOSED OFF SITE BY THE CONTRACTOR AS PER CITY OF FAYETTEVILLE REQUIREMENTS. 11. IN ALL LOCATIONS WHERE NEW PAVEMENT ABUTS EXISTING, SAW CUT EXISTING PAVEMENT AS NECESSARY TO PROVIDE A SMOOTH TRANSITION AT THE JOINT. MATCH EXISTING GRADES AT THE JOINT IN ALL LOCATIONS. 12. CONTRACTOR SHALL FINISH GRADE SLOPES AS SHOWN NO STEEPER THAN 1 FOOT VERTICAL IN 3 FEET HORIZONTAL. 13. IN ALL LOCATIONS WHERE NEW PAVEMENT ABUTS EXISTING, SAW CUT EXISTING PAVEMENT AS NECESSARY TO PROVIDE A SMOOTH TRANSITION AT THE JOINT. MATCH EXISTING GRADES AT THE JOINT IN ALL LOCATIONS. LEGEND ROW RIGHT-OF-WAY LINE (t' PROPERTY LINE EXIST. CONTOUR 899 FINISH GRADE CONTOUR UTILITY EASEMENT TREE PRESERVATION FENCING ME=1300.00 MATCH EXISTING TP=1300.00 TOP OF PAVEMENT TC=1300.00 TOP OF CURB TW=1300.00 TOP OF SIDEWALK FG=1300.00 FINISH GRADE HFG=1300.00 TOP OF WALL FINISH GRADE .� LFG=1300.00 BOTTOM OF WALL FINISH GRADE GRADING NOTES: 1. CONTRACTOR TO VERIFY THE ROADWAY WIDTH AND THE MATCH EXISTING ELEVATION SHOTS AND SHOULD COORDINATE WITH THE ENGINEER OF RECORD IF THE ON -SITE INFORMATION DIFFERS. BENCHMARKS BM #1 FOUND REBAR W. CAP "PS1642" ON SOUTH SIDE OF EAST ROCK STREET, EAST OF THE STREAM ELEV. = 1313.15' N: 635730.538 E: 675231.949 ■-110, Mj 5' N -wm�- 0' 5' 10, 20' SCALE IN FEET 2.5' NOT FOR CONSTRUCTION w o U)ti H C) LLI J z ti T a- N LL i � Q a i O Q LL m o LU U m N a LL s Q cNa I.L REVISIONS REVISION NO. DESCRIPTION DATE MBL JOB NO. 200012 ISSUE DATE 02-19-2025 SHEET CONTENTS GRADING PLAN AND PROFILES SHEET C2.00 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© a) m in a) Q a U v C J m I 00 r N O LC) N I L.� W ry X No 0 O O O N N oI O N N O N 00 r 0 W IN U Q / m m L U -( �o 0 N D N m O N a) O Y J / m c: U a r Ii Qo N BOO Z3 Q / N O �O .cy)f O N � ox N N O / O EQ O O (oLo OL�i O N (.0O % N N N O N Q) / c'.1 CROSS SECTION 0+28.50 CROSS SECTION 0+50 CROSS SECTION 0+75 CROSS SECTION 1 +00 CROSS SECTION 1 +25 1325 1325 1325 1325 1325 1325 1325 1325 1325 1325 PROPOSED GRAD EXISTING GRADE PROPOSED GRADE 1320 1320 1320 1320 1320 1320 1320 1320 1320 1320 \ 2.44' PROPOSED GRAD (0' \ 2 EXISTING GRADE PROPOSED 00 49� PROPOSED GRADE WALL o co EXISTING GRADE �' W PROPOSEDJ \ 2.35 PROPOSED GRADE 1315 en 1315 1315 ,, 1315 1315 1315 1315 1315 1315 1315 — o M aj w REFE TO LANDSCAPEC)o PROPOSED J- \ 1.45' PLANS FOR GRADING o 6 WALL — U) w o 7 CONTI o UATION c o r PROPOSED to! �� °r°o coWALL J Q II W cq N rw O r 0 0 COP Ocy) CD j +04 � Q II Q II O r 00 \ (nW �W �W 0� \ 1310 1310 1310 1310 1310 1310 1310 1310 1310 1310 r � J (n W 00 M M O_ O co r 1305 1305 1 1 1305 1305 1305 1305 1305 1305 � J (n W 1305 1305 0+00 0+40 CROSS SECTION 1 +50 CROSS SECTION 1 +75 CROSS SECTION 2+00 CROSS SECTION 2+08 1320 1320 1320 1320 1320 1320 1320 1320 1315 1315 1315 1315 1315 1315 1315 1315 PROPOSED GRADE EXISTING GRADE 1' TURNDOW EDGE PROPOSED GRAD EXISTING GRADE REFER TO LANDSCAPE 1' TURNDOW EDGE -- PLANS FOR GRADING PROPOSED GRADE —r CONTINUATION REFER TO LANDSCAPE EXISTING GRADE PROPOSED GRAD \ PLANS FOR GRADING EXISTING GRADE 1310 �` 1310 1310 CONTINUATION 1310 1310 1310 1310 1310 `�\\ o O el ��\ \ REFER T LANDSCAPE REFER T LANDSCAPE r \ o � N r �` �\ -� - �\� PLANS FO CONTINUATION GRADING PLANS FOR GRADING Q i to 00 CONTINUATION fAW �� U) W \ oo Lo \ LLCM \ <� \\ �Lj NO r t 0 O N 0')\ Q II O� H J \ OLo t 00O 0 M ch N (n W � +CD r t 0 O CD co CA W 00 0 J O r 1305 1305 1305 1305 1305 W 1305 1305 Q" 1305 5' cn W 2.5' 1.25' 1300 1300 1300 1300 1300 1300 1300 1300 o' 0' 5' 10' 20' SCALE IN FEET r— O Q i r O �>4-0 N �� a� Q m o W " T U m N a -a m li _Q N� I.L REVISIONS REVISION NO. DESCRIPTION DATE MBL JOB NO. 200012 ISSUE DATE 02-19-2025 SHEET CONTENTS CROSS SECTIONS SHEET C2.01 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© Q U) m a) 41 cn Q J m I N O n N wl w x N N CO 0 N w N �0 0 z m x � I �> o� N N 00 NI N 0 N U 0 m wl wc/) IQ U m / n � OI _Q �0 _ �o 0 N D N / 01 U N Qo a) Y - J cnm � I cU Q �0 i� no Q N U N 00 � I % o O)o . w (no Q)F-- o �I 0w �w (0m Ox I N N O / E O Q 00 L N 0LH I o `� CO 0 / N N � N O N / Q) LL � Q C) n 0 of 0 cr 0 0 0 Of 3 0 0 of 0 0 ry / FO EE y�320 IT- r—�A� /I Y—' OH I 014 J — 5 S j SD / / D SD P-0 —OH -- -1319 / 1 0 lb / 1 M 1 / — —1317 1 � � /o - / —1316- / 1 1 / o / I c� o 4 <o GC9 I / I I 2 ��i�,��i�ti��i��IFIXIMp- i� �� off �� W—01�_ h��ik ��i/ �� ti�� I o m IO i a / 00 1 I I I i i 5! 1 KEYNOTES: OAPPROX. LOCATION OF CONC. WASHOUT OINSTALL CONSTRUCTION ENTRANCECEXIT O3 INSTALL SILT FENCE OR APPROVED E❑UAL OAPPROX. STOCK PILE LOCATION OINSTALL INLET PROTECTION APPROX. LOCATION OF SWPPP SIGNAGE TO OBE ADJACENT TO YRCC SIGNAGE. REF. YRCC PLANSET. LEGEND: INSTALL GRAVEL CONSTRUCTION ENTRANCE EXIT INSTALL CONCRETE WASHOUT INSTALL INLET PROTECTION APPROX. STOCKPILE LOCATION ROW RIGHT OF WAY LINE FL' PROPERTY LINE — — UTILITY EASEMENT EXIST. CONTOUR 899 FINISH GRADE CONTOUR LOD LIMITS OF DISTURBANCE INSTALL SILT FENCE OR APPROVED E❑UAL PROPOSED TREE PRESERVATION FENCING EDGE OF CIVIL GRADING. REF. LSC PLANS FOR PARK GRADES. EROSION CONTROL NOTES: 1. PROVIDE EROSION CONTROL MEASURES TO PREVENT SOIL EROSION AND DISCHARGE OF SOILIBEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS. 2. LIMITS OF EROSION AND SEDIMENT CONTROL STRUCTURES SHOWN ARE SCHEMATIC. NECESSARY EROSION AND SEDIMENT CONTROL MEASURES DEPEND HEAVILY ON CONTRACTOR SCHEDULING AS WELL AS MEANS AND METHODS. ANY ADDITIONAL TYPE OR UANTITY OF STRUCTURES NOT SHOWN THAT ARE NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE ARE THE CONTRACTORS RESPONSIBILITY. 3. CONSTRUCT EROSION CONTROL IMPROVEMENTS PRIOR TO BEGINNING OF ANY OTHER WORK. 4. FIRE UENTLY INSPECT AND REPAIR OR REPLACE EROSION AND SEDIMENT CONTROL MEASURES PROMPTLY AS NEEDED. 5. DISPOSE OF SEDIMENT TRAPPED BY THESE PRACTICES IN AN APPROVED SITE IN A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL SILTATION. a REMOVE ACCUMULATED SILT WHEN IT REACHES A DEPTH OF ❑ INCHES AND DISPOSE OF IN AN APPROVED SPOIL SITE OR AS ABOVE. 7. DO NOT ALLOW SILT FENCES TO OBSTRUCT SIDEWALKS, BUILDING ENTRANCES OR DRIVEWAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION SEDIMENT CONTROL MEASURES AND PRACTICES THROUGHOUT THE PROJECT. ANY AND ALL FINES ASSOCIATED WITH EROSION CONTROL VIOLATIONS WILL BE THE CONTRACTORS RESPONSIBILITY. 9. EROSION CONTROL IS THE CONTRACTORS RESPONSIBILITY. THIS PLAN SHOULD BE USED AS A GUIDE AND REPRESENTS THE MINIMUM EROSION CONTROL DEVICES RE❑UIRED. 10. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION ❑ SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 11. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL EROSION ❑ SEDIMENT CONTROL DEVICES AFTER EACH RAINFALL EVENT. 12. THE CONTRACTOR SHALL PROVIDE ANY FURTHER EROSION CONTROL MEASURES IN ADDITION TO THOSE LISTED TO ENSURE THAT SILT WILL NOT LEAVE THE PROJECT CONFINES. 13. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILI ED WITH A HEALTHY STAND OF PERMANENT VEGETATION. 14. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON[SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AT COMPLETION OF CONSTRUCTION. 15. THE CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE STRUCTURES, FLUMES, PIPES, ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE. 1 THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY STABILI ATION AS RE❑UIRED. 17. THE CONTRACTOR SHALL PROVIDE A TEMPORARY CONSTRUCTION ENTRANCE FOR VEHICULAR TRAFFIC AT LOCATION SHOWN. 1 ❑. ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS AND DESIGN CRITERIA OF THE ENGINEERING DIVISION, DEPARTMENT OF PUBLIC WORKS, CITY OF FAYETTEVILLE, ARKANSAS. 19. REFERENCE DETAILS ON SHEET C4.02 FOR TYPICAL EROSION CONTROL DEVICE INSTALLATION. 20. THE CONTRACTOR WILL BE RE UIRED TO CLEAN THE STREETS OF DEPOSITED MUD AS FIRE UENTLY AS NEEDED AS DETERMINED BY THE ENGINEER IN ORDER TO KEEP THEM USABLE AND TO CONTROL DUST. 21. SEE TEMPORARY VEGETATION RE UIREMENT NOTES ON THIS SHEET FOR EXPOSED SOIL WHERE NO ACTIVITY WILL OCCUR FOR MORE THAN 14 DAYS. 22. CONTRACTOR IS RESPONSIBLE FOR PHASED INSTALLATION OF EROSION CONTROL BMP S IN ORDER TO PREVENT SEDIMENT FROM BREACHING THE LIMITS OF DISTURBANCE. 23. MAINTAIN CLEAN STREETS ADJACENT TO THIS PROJECT LAND DISTURBANCE: TOTAL AREA DISTURBED: 0.30 AC 12,900 SF N 0' 5' 10' 20' SCALE IN FEET NOT FOR CONSTRUCTION UJ M C) D L ) Q cli _ W m ll� U �= 0") rl- Z � � CO N L.L O Q r O Q ` UJ U m CO ILL s _Q REVISIONS REVISION NO. DESCRIPTION DATE MBL JOB NO. 200012 ISSUE DATE 02-19-2025 SHEET CONTENTS EROSION CONTROL PLAN PHASEI SHEET C4.00 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© 0 m Iv 41 �n a� a 0 m I 00 N 0 In N �I w ry x N N o c0 n co O W N N �o �I 0 z m xl �> co Nt co Oo N � N oco 10 N N O N rycn of LLJ UI Q /m �m o vl In 00 -° 0 D N M m N 0 � I N N Q� c- cn m /m vl n co iT o co Qo O N O N 0 Q NI /o �o In O O �x I 1 o> co �w co ry ox I N N O o E 0 0 In co I o Ln 0 0 o 0 N N N 0 r N Lil LL � Q z 0 x 0 Of 3 0 Of 0 cif O x 0 ry 0 O ry I I I 7313 C I I O J I, 7 0 IY /►�� - , V ■��i.� 1■I■ IS elY9 1�1lI�lf�'.!•� fir•♦��`, —IT ►I_ .� I��I Il�� I! ■I! �Ii1 DI ■�I I�ps< :i♦�i♦:� �� ni�R■.._ ��caliipy SI� �! � I�dl �I ai I�Pi►'i :♦♦♦�� _ • �'� l! Ill>•Il��IL ��p it illL♦�� ♦��♦�� /�i! l►'® v .'a�ii�l� . Momibmwi J M O �D SD -0H / ++++ ++ \\ + \ \\\ O + + `\ ++ \ +++ + + \ +\ \ + + + + + + d \ + + + e \ a d A� •. a ./�/r• / Q ^�OA/ \ d e A \\ O \ \ \ \ \\ I I I I KEYNOTES: Ol APPROX. LOCATION OF CONC. WASHOUT O2 INSTALL CONSTRUCTION ENTRANCE/EXIT O3 INSTALL SILT FENCE OR APPROVED EQUAL O4 APPROX. STOCK PILE LOCATION OINSTALL INLET PROTECTION APPROX. LOCATION OF SWPPP SIGNAGE TO OBE ADJACENT TO YRCC SIGNAGE. REF. YRCC PLANSET. LEGEND: INSTALL GRAVEL CONSTRUCTION ENTRANCE/EXIT INSTALL CONCRETE WASHOUT INSTALL INLET PROTECTION APPROX. STOCKPILE LOCATION ROW RIGHT-OF-WAY LINE PROPERTY LINE UTILITY EASEMENT — — 899 — EXIST. CONTOUR 899 FINISH GRADE CONTOUR LOD LIMITS OF DISTURBANCE INSTALL SILT FENCE OR APPROVED EQUAL PROPOSED TREE PRESERVATION FENCING EDGE OF CIVIL GRADING. REF. LSC PLANS FOR PARK GRADES. EROSION CONTROL NOTES: 1. PROVIDE EROSION CONTROL MEASURES TO PREVENT SOIL EROSION AND DISCHARGE OF SOIL -BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS. 2. LIMITS OF EROSION AND SEDIMENT CONTROL STRUCTURES SHOWN ARE SCHEMATIC. NECESSARY EROSION AND SEDIMENT CONTROL MEASURES DEPEND HEAVILY ON CONTRACTOR SCHEDULING AS WELL AS MEANS AND METHODS. ANY ADDITIONAL TYPE OR QUANTITY OF STRUCTURES NOT SHOWN THAT ARE NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE ARE THE CONTRACTOR'S RESPONSIBILITY. 3. CONSTRUCT EROSION CONTROL IMPROVEMENTS PRIOR TO BEGINNING OF ANY OTHER WORK. 4. FREQUENTLY INSPECT AND REPAIR OR REPLACE EROSION AND SEDIMENT CONTROL MEASURES PROMPTLY AS NEEDED. 5. DISPOSE OF SEDIMENT TRAPPED BY THESE PRACTICES IN AN APPROVED SITE IN A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL SILTATION. 6. REMOVE ACCUMULATED SILT WHEN IT REACHES A DEPTH OF 6 INCHES AND DISPOSE OF IN AN APPROVED SPOIL SITE OR AS ABOVE. 7. DO NOT ALLOW SILT FENCES TO OBSTRUCT SIDEWALKS, BUILDING ENTRANCES OR DRIVEWAYS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION & SEDIMENT CONTROL MEASURES AND PRACTICES THROUGHOUT THE PROJECT. ANY AND ALL FINES ASSOCIATED WITH EROSION CONTROL VIOLATIONS WILL BE THE CONTRACTOR'S RESPONSIBILITY. 9. EROSION CONTROL IS THE CONTRACTOR'S RESPONSIBILITY. THIS PLAN SHOULD BE USED AS A GUIDE AND REPRESENTS THE MINIMUM EROSION CONTROL DEVICES REQUIRED. 10. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION. 11. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL EROSION & SEDIMENT CONTROL DEVICES AFTER EACH RAINFALL EVENT. 12. THE CONTRACTOR SHALL PROVIDE ANY FURTHER EROSION CONTROL MEASURES IN ADDITION TO THOSE LISTED TO ENSURE THAT SILT WILL NOT LEAVE THE PROJECT CONFINES. 13. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION & SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED WITH A HEALTHY STAND OF PERMANENT VEGETATION. 14. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON -SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AT COMPLETION OF CONSTRUCTION. 15. THE CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE STRUCTURES, FLUMES, PIPES, ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE. 16. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY STABILIZATION AS REQUIRED. 17. THE CONTRACTOR SHALL PROVIDE A TEMPORARY CONSTRUCTION ENTRANCE FOR VEHICULAR TRAFFIC AT LOCATION SHOWN. 18. ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS AND DESIGN CRITERIA OF THE ENGINEERING DIVISION, DEPARTMENT OF PUBLIC WORKS, CITY OF FAYETTEVILLE, ARKANSAS. 19. REFERENCE DETAILS ON SHEET C4.10 FOR TYPICAL EROSION CONTROL DEVICE INSTALLATION. 20. THE CONTRACTOR WILL BE REQUIRED TO CLEAN THE STREETS OF DEPOSITED MUD AS FREQUENTLY AS NEEDED AS DETERMINED BY THE ENGINEER IN ORDER TO KEEP THEM USABLE AND TO CONTROL DUST. 21. SEE TEMPORARY VEGETATION REQUIREMENT NOTES ON THIS SHEET FOR EXPOSED SOIL WHERE NO ACTIVITY WILL OCCUR FOR MORE THAN 14 DAYS. 22. CONTRACTOR IS RESPONSIBLE FOR PHASED INSTALLATION OF EROSION CONTROL BMP'S IN ORDER TO PREVENT SEDIMENT FROM BREACHING THE LIMITS OF DISTURBANCE. 23. MAINTAIN CLEAN STREETS ADJACENT TO THIS PROJECT. I�1 v LAND DISTURBANCE: TOTAL AREA DISTURBED: ±0.30 AC (12,900 SF) 0' 5' 10' 20' SCALE IN FEET NOT FOR CONSTRUCTION W -0 co W o D H C) H _ m ai J z ti >, a- N U- O � Q a i � O ( LPL m O � �> LU U m CV LL s I.L REVISIONS REVISION NO. DESCRIPTION DATE MBL JOB NO. 200012 ISSUE DATE 02-19-2025 SHEET CONTENTS EROSION CONTROL PLAN PHASE II SHEET C4.01 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© a� (n m a> 41 (n q) Q U W c i3 J W T c m I 00 N O In N 11 W Q' X N N O O � O O N W N (n O z m X � I O O O N N O O NI N O N U O m wl wC/) IQ U m /I � I L O U I _>_1 00 � O � N c N m O / I U) N N CD N V = J (/) m E- � I cU O O c Lp n (_0 Q O U N N 00 c I /O c0 O)m (n O a) F- X I I > O � LLJ �m OX 1 N N 0 / E O Q C)O co N 0 O LH I O Ln O N CO O O N / N C N O N / 0) LL � Q 0 n Wo �G�OPO _� � �s�'!"-- >�T��*� ter•-) 4�N,. ye - fol..1 F. •--- I •�?C=,�_ jc .1•.-_ .C`ir C=n �c .c1•. %-ii,'c�:,..- cs- / " � 8" MIMIMUM I I I. ,r ;, r r . 11I I II 7/ lt�. �\_• rti�i\'� I III I IIIIII (�� Y-6" CLEAN STONE IIIIII I j. z : ~_ - IIIIII IIIIII ,, I IIIIII IIIIII IIIIII FILTER FABRIC DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2% Or G ROADWAY FILTER FABRIC SECTION A -A NOTES' 1. NO WASHING OUT OF CONCRETE TRUCKS OR WASHING OF SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS IS ALLOWED. 2. EXCESS CONCRETE IS NOT ALLOWED TO BE DUMPED ON -SITE, EXCEPT IN DESIGNATED TEMPORARY CONCRETE WASHOUT PIT AREAS. 3 ON -SITE TEMPORARY CONCRETE WASHOUT AREAS SHALL BE LOCATED AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATER BODIES. 4. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. 5 WASHOUT FACILITIES SHALL BE CLEANED OUT OR REPLACED ONCE THE WASHOUT IS 75% FULL. 6. PLASTIC LINING MATERIAL SHALL BE MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHALL BE FREE OF HOLES, TEARS, OR OTHER DEFECTS. 7 WHEN WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR WORK, THE HARDENED CONCRETE SHALL BE REMOVED AND DISPOSED OF OFFSITE. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY (i.e. PERMITTED FACILITY OR RECYCLED) do 5' MIN 2-6 MIL ® PLASTIC ® ®f LINER r r© STAKES (TYP) io o� -e 0 SANDBAG ATTACH THE SILT FENCE FABRIC AND WOVEN OR WELDED WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 2) --__ SILT FENCE FABRIC - OVER WIRE FENCE �y_~ SILT FENCE FABRIC TO BE FASTENED b __ SECURELY TO WOVEN OR WELDED WIRE FENCE WITH THREE TIES HORIZONTALLY J - SPACED AT 30" ON CENTER (TYP.) UNLESS ------- MANUFACTURED TOGETHER - COMPACTED BACKFILLFF, "� POSTS: WNCE.OVERLA STEEL T OR U TYPE TOPSOIL RE❑UIREMENTS: FENCE: SILT FENCE. OVERLAP SILT FENCE FABRIC WOVEN OR WELDED WIRE 14 GA., 6'X6' MAX MESH OPENIN, AND WOVEN OR WELDED WIRE FABRIC. MIN. REQUIREMENTS FENCE ACROSS TWO POSTS GRAB TENSILE=90LBS TEMPORARY SEEDING !S7$S PERMITTIVITY= 0 05 LOOSEN COMPACTED SOILS TO A DEPTH OF 4 INCHES. IF RAINFALL CAUSES THE SURFACE TO BECOME ~ � ---- ULTRAVIOLET STABILITY =70% 48"MIN STEEL POSTS (60" APPARENT OPENING = 0 60 mm SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING. SLOPES STEEPER THAN 33 PERCENT 3:1 MIN ON SLOPES 3H IVOR GREATER). DRIVEN MIN GRADE SHOULD BE GROOVED OR FURROWED ON THE CONTOUR BEFORE SEEDING. A GOOD SEEDBED IS _ -) 20" INTO GROUND (MIN 30- ON SLOPES 3HIVOR WELL PULVERI ED, LOOSE, AND UNIFORM. GREATER). - WOVEN OR WELDED WIRE FENCE ADJUST LIME RE UIREMENTS: POST SPACING SUCH THAT A VERTICAL WIRE IS AT POST ;f SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE FABRIC TO ADJACENT STAKES WITH THREE WIRE TIES ELEVATION WOVEN OR WELDED WIRE TIE BACK FENCE WITH SILT FENCE STEEL POST FABRIC COVER �� _ WIRE FENCE WOODEN SLAT TIED TO STAKE WITH TWO -�` TIE BACKS (fYP.) WOODEN SLAT ADDITIONAL TIES AT S4LT FENCE FABRIC INSIDE CORNERS ONLY _ ? INSIDE CORNER - PLAN VIEW COMPACTED N FINISHED GRADE, BACKFILL ') 6" X 6" TRENCH EXTEND WOVEN OR PLow '. �- -/ ` WELDED WIRE A MIN. OF 6" )i 7 1 INTO TRENCH UNDISTURBED GROUND EMBEDDED SILT FENCE Z FABRIC MIN 6" INTO GROUND Wl6' LAID ALONG BOTTOM OF TRENCH SOIL �. SLICING IN ACCORDANCE WITH ASTM 0 6462 8 2.2 IS ALSO ACCEPTABLE. NOTE: FOR SLOPES 3:1 A -A -SECTION AND GREATER USE 60" T-POST AND EMBED POST (FOR SLOPES LESS MIN. THAN 3 1) 45"x24" IL 2 LAYERS OF 6 MPAINTED SLOPE SLOPE PLASTIC LINER TRAW BALES WHITE DIRECTION DIRECT ON PLAN PLYWOOD r STAKE THROUGH �J PLASTIC /F OTHER MATERIAL CONCHLIt 2 LAYERS OF6 MIL MAY BE USED wAWOUT PLASTIC LINER AS APPROVED BY BINDING WIRE CITY BLACK LETTERS 6" TEMPORARY SEEDING LIME SHOULD BE APPLIED ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH OF THE SOIL IS IaND�o�TO�ow�ncrH UNKNOWN, LIME SHALL BE INCORPORATED INTO THE TOP 4 INCHES OF SOIL AT THE RATE OF 1500 POUNDS INLAND MAX. SHEET FLOW DISTANCE TO FENCE EFFECTIVE NEUTRALI ING MATERIAL ENM PER ACRE. SOILS WITH A PH OF SIX OR HIGHER NEED NOT BE I IIII 5:1 OR LESS 100 FT LIMED. IIII 4:1 75" 3: t 5o FT 21 25" FERTILI ER RE UIREMENTS: TEMPORARY SEEDING FERTILI ER SHOULD BE APPLIED BASED ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE, A 1Oil 0l10 .JI I 1 I i"ll", -HOOK O Z 267- I 266 - - - SM NINE 10 I I I PLAN: J-HOOK INSTALLATION SLOPE DIRECTION 1 DAM PLAN PLACEMENT ON ONE SLOPE STRAW BALES HEIGHT PLAN: PLACEMENT FOR PERIMETER PLAN PLACEMENT FOR PERIMETER PLAN PLACEMENT ON TWO SLOPES PLAN PLACEMENT ON TWO SLOPES CONTROL CONTROL NATIVE MATERIAL (OPTIONAL) INSTALLATION NOTES. 1 MATERIALS AND INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST EDITION. NOTES: (") WOOD POSTS 2 INSTALL SILT FENCE AT A FAIRLY LEVEL GRADE ALONG THE CONTOUR WITH THE ENDS CURVED UPHILL TO PROVIDE SUFFICIENT UPSTREAM STORAGE VOLUME FOR THE ANTICIPATED RUNOFF 3 ATTACH THE GEOTEXTILE OR FABRIC TO THE WOVEN OR WELDED WIRE FENCE WITH THREE WIRE TIES OR OTHER FASTENERS (HORIZONTALLY SPACED EVERY 30-1, ALL SPACED WITHIN "- 1 REPLACE CONTAMINATED STONE AS REQUIRED TO PREVENT TRACKING OF SEDIMENT OR MUD ON -\: J 4"x4"x8' INADDITON.EACHTEVERTICALLY GEOTEXOTILEORFFABRICAANDTHEWOVENORWELD DWIREFELLY 45 NCETOT EES UGH THE POSTASPREVIOUSLYSTATED RIC, WITH EACH PUNCTURE ONAPOSTSHOULDBEPOSITII EDTACH OHANGCr. PUBLIC STREETS. 2. CLEAN STREETS DAILY WITH BROOM NO POWER BROOM AND SHOVEL. THE USE OF WATER IS PROHIBITED. ( ) 3. ALL VEHICLES MUST USE CONSTRUCTION EXIT. 4. IF WHEEL WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED SECTION SANDBAG WOOD OR METAL STAKES CONCRETE WASHOUT SANDBAG SIGN DETAIL A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING. 4 WHEN TWOSECTIONSoFSIUDEWILT ESABRICADJowEACHorHER,THEYSHALLBEovERLAPPEDAMwIMUMOF60 ACRossrwoPosTs.AssHowN 5 ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT. 6 WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES 7 COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SO INCH COMPACT THE UPSTREAM SIDE FIRST COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 8 ADD POST CAPS ASNEDEDBASED ONSITE coIVDITIONSAND APPucABLEAGENCY REQUIREMENTS. J-HOOK NOTES: 9 J-HOOKS SHALL BE USED WHENEVER THE SILT FENCE LINE IS INSTALLED AT AN ANGLE OF 30 DEGREES OR GREATER FROM PARALLEL TO CONTOURS. 1C START DOWN -GRADIENT SILT FENCE LINE AS CLOSE AS POSSIBLE TO UP -GRADIENT J-HOOK. MAINTENANCE NOTES: 11 SILT FENCES SHALL BE INSPECTED ALONG ITS ENTIRETY AND MUST BE CLEANED WHEN SEDIMENT HAS ACCUMULATED TO ONE-THIRD THE HEIGHT OF THE SILT FENCE. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-THIRD THE HEIGHT OF THE SILT FENCE. 12 SPECIAL ATTENTION SHOULD BE PAID TO ENSURE THAT NO UNDERMINING OF SILT FENCE HAS OCCURRED AND THAT NO BYPASS IS OCCURRING AT JOINING SECTIONS. 13 IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF SILT FENCE, THE CONTRACTOR SHOULD IMPLEMENT ADDITIONAL UPSTREAM STABILIZATION MEASURES OR ADDITIONAL BMPS (PENDING CITY APPROVAL) TO PREVENT EXCESSIVE BUILDUP ON SILT FENCE. 14 SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED Aft .' CITY OF FAYETTEVILLE ARKANSAS ENGINEERING DIVISION 113 W. MOUNTAIN STREET TITLE:EROSION CONTROL DETAILS DESCRIPTION: CONSTRUCTION EXIT (N.T.S.) DATE: °" 5, 2f112 REVISED 4-7-2020 ____ ---- SHEET EC 1 CrrY OFENGINEERING FAYETTEVILLE �' ARKANSAS DIVISION 113 W. MOUNTAIN STREET TITLE: EROSION CONTROL DETAILS DESCRIPTION. TEMPORARY STRAW BALE CONCRETE WASHOUT (N.T.S.) DATE: R'" 201 REVISED 0-1-201 B 4_7_2020 ---_- s" C f'� EC2 CRY OF FAYETTEVILLL 1� ARKANSAS ENGINEERING DIVISION 113 W. MOUNTAIN STREET TITLE:EROSION CONTROL DETAILS DESCRIPTION: SILT FENCE WITH WIRE BACKING NOTES & REQUIREMENTS GATE: �°""''°'° REVISED 4-7-2020 --- SHUM EC4 PHONE: (472) 57% 5206 Fm N0- (479) 575-8202 DRAWN RY- MCB CHFCKFD RY- WC8111171117: EC1-Carrrruetran E,i.e.a ____ IVM--: (419) �1 -82e5 'U 40 (119) v5-5202 DRAWN RY. I,— IcHrrKm RV: MCB Inur. . ,i- m_ Bo. e,-u..r= Wa.,au:. A- ____ DRAWN RY- t.r: CHFCKFD RY: II Ftce-sin _,,._ :u, W•= Bvhl"a.d"u LEAVE 2 TO 3 INCHES OF STAKE STICKING UP ABOVE THE TUBE. BACKFILL AND COMPACT LOOSE MATERIAL 1 UPSTREAM OF TUBEUJI Flow ) STAPLECN L 6" (MIN) STAPLES PLACED EMBEDMENT ABOUT 1 INCH UPSTREAM OF TUBE. TUBES MAY BE INSTALLED BEFORE OR AFTER THE INSTALLATION OF ROLLED EROSION CONTROL PRODUCTS. BEFORE INSTALLATION OF TUBE, SMOOTH AND SHAPE EARTH SURFACE AND REMOVE ALL STONES. ROOTS, OR OTHER DEBRIS GREATER THAN 2 INCHES IN DIAMETER. SEDIMENT LOGS SHALL HAVE A MIN. WEIGHT PER LINEAR FOOT OF 4.5 LBS AND SHALL EXCLUDE STRAW OR SAND MEDIA IF INSTALLING TUBE ACROSS A DITCH, THEN EXCAVATE A PLACEMENT TRENCH ABOUT 3 INCHES DEEP. SECTION 1 FOOT OVERLA 6 TO 8 INCH WIRE (MIN) STAPLES SPACED 1 FOOT ON CENTER. 6-9 INCH STAKES SPACED 10 FOOT TUBES ON CENTER IN AND AT /PRS DOWNSTREAM EDGE OVERLAP AND IN OF PLUMPED UP TUBE CHANNELS ABOUT 1INCH UPSTREAM AND DRIVE STAKES INTO PLAN THIS INDENTATION. EXAMPLES OF ACCEPTABLE COMMERCIALLY AVAILABLE SEDIMENT LOGS ARE- 1. SILT SOCK GENERAL TRENCH SFORC N EL NS fAINCLLA YF ION 2. BIG RED SLOPE TUBE INTERVAL 3. EROSION EEL 2% 25 FEET SEDIMENT LOG MAINTENANCE AND INSTALLATION NOTES 1. SEDIMENT LOGS SHALL BE INSPECTED ALONG ITS ENTIRETY AND MUST BE CLEANED WHEN SEDIMENT HAS ACCUMULATED TO ONE-THIRD THE HEIGHT OF THE SEDIMENT LOG. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-THIRD THE HEIGHT OF THE SEDIMENT LOG 2. SPECIAL ATTENTION SHOULD BE PAID TO ENSURE THAT NO UNDERMINING OF SEDIMENT LOG HAS OCCURRED AND THAT NO BYPASS IS OCCURRING AT JOINING SECTIONS 3 IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF A SEDIMENT LOG, THE CONTRACTOR SHOULD IMPLEMENT ADDITIONAL UPSTREAM STABILIZATION MEASURES OR ADDITIONAL BMPS TO PREVENT EXCESSIVE BUILDUP ON SEDIMENT LOG. 4 SEDIMENT LOG SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED (RUN OVER OR FLATTENED). ENGINEERING DIVISION KADRLE. EROSION CONTROL DETAILS FA of DESCRIPTION: ARKANSAS 113 W. MOUNTAIN STREET SEDIMENT LOG DETAIL (N.T.S.) MON_: (4/9) 5/r8205 IM v0: (-/9) �/5-5232 DRAWN ay- MCB CHFCKF_) RY'. I Y LlF:LCS-S=CiM Lac D-il.- GENERAL GUIDELINES FOR SPACING OF TUBE TRENCHES FOR SLOPE INSTALLATIONS SLOPE GRADIENT TUBE INTERVAL 1HAV 15FEET 2H:1V 25 FEET 3H:1V 35 FEET 4H:1V 50 FEET - � r yr' -- --- STEEP SLOPES (6-1 OR GREATER PURPOSE - SURFACE ROUGHENING OR SCARIFICATION IS A TECHNIQUE USED FOR CREATING UNEVENNESS ON BARE SOIL TO REDUCE SLOPE EROSION AND THE FORMATION OF RILLS THE PRIMARY FUNCTIONS OF SURFACE ROUGHENING ARE TO: REDUCE EROSION POTENTIAL BY DECREASING RUNOFF VELOCITIES TRAP SEDIMENT INCREASE INFILTRATION OF WATER INTO THE SOIL AID IN THE ESTABLISHMENT OF VEGETATIVE COVER VIA MOISTURE STORAGE 1. PROVIDE A ROUGH SOIL SURFACE WITH HORIZONTAL DEPRESSIONS. 2. CAN BE COMPLETED WITH A TILLER OR OTHER EQUIPMENT WITH SIMILAR EFFICIENCY. 3 DURING MASS GRADING, MAINTAIN SLOPES IN A ROUGHENED CONDITION WITHOUT FINE GRADING. 4. SURFACE ROUGHENING SHOULD BE PERFORMED AFTER FINE GRADING. 5. ROUGHENING CANNOT BE USED IF SANDY OR ROCKY SOIL IS PRESENT. 6 FILL SLOPES CAN BE CONSTRUCTED WITH A ROUGHENED SURFACE. 7. CUT SLOPES THAT HAVE BEEN SMOOTH GRADED SHALL BE ROUGHENED AS A SUBSEQUENT OPERATION. 8. SIDE SLOPES OF SPOIL STOCKPILES CAN BE CONSTRUCTED WITH A ROUGHENED SURFACE. 9. A FARMING DISC SHALL NOT BE USED FOR SURFACE ROUGHENING. EVISED � CAI v OF V AS ENGINEERING ENG NEER NG DIVISION 113 W. MOUNTAIN STREET PHOW_ (470) 57S-820E FN NO (479) 573-8202 ---- RAIN GAGE N_ COMMERCIALLY IRACKET AVAILABLE PRE -ASSEMBLED ,W70MAMC MAILBOX POSTS � o,R ARE ACCEPTED NOTICE OF COVERAGE MUST K 4" OR 4 112" BE POSTED IN A 1. WOODEN MANNER EASILY ST VISIBLE TO THE OUND LINE PUBLIC I I o I I I I N I I I I T LJ NOTES: 1. THE SWPPP INFORMATION MAILBOX MUST BE LOCATED IN A PROMINENT, PUBLICLY ACCESSIBLE LOCATION NEAR THE MAIN ENTRANCE OF THE SITE, SUCH THAT THE DOCUMENTATION CAN BE READ WITHOUT ACCESSING THE JOBSITE, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A TRAFFIC SAFETY HAZARD 2 ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE -OF -TERMINATION (NOT) IS FILED FOR THE PERMIT. 3 ALL PAGES OF NOTICES OF INTENT AND PERMIT AUTHORIZATIONS MUST BE INCLUDED. THE CONTRACTOR MAY UTILIZE ACCESSIBLE WATERPROOF FOLDERS TO STORE THESE DOCUMENTS 4. MAILBOX SHALL BE LOCATED OUTSIDE OF THE PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. 5 CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION MAILBOX. EROSION CONTROL DETAILS I.AIL: 15 D20I2 '"LLI' REVISE e-1-2020 `-7=2°p C 1 ---- OF � FAYETTEVILLE �' ARKANSAS ENGINEERING DIVISION 113 W. MOUNTAIN STREET MQNn: (419) o/o-82C5 INI 40: (•/9) 5/5-=2 SOIL ROUGHENING (N.T.S.) CHECKED BY: JELY VIL F EC14-Soi Rouanww.dw EROSION CONTROL DETAILS SWPPP INFORMATION MAILBOX (SMALL SITE) (N.T.S.) MCP CHFCKF-) R"' FILE: LC'5-SWPPP Inlor ioa M.ib C1 GRADE FERTILI ER SHALL BE INCORPORATED INTO THE TOP 4 INCHES OF SOIL AT THE RATE OF 200 POUNDS PER ACRE. SEED RE❑UIREMENTS: TEMPORARY SEEDING ❑SEED MIX SHALL CONSIST OF ANY COMBINATION OF TALL FESCUE, ANNUAL RYEGRASS, SUDAN, MILLET, WHEAT, OR OATS. SEED MIXTURE SHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE. DORMANT SEASON SEEDING ❑SEED MIX SHALL CONSIST OF 110 PERCENT ❑LO❑ ❑TALL FESCUE, TEN PERCENT F10❑ FANNUAL RYEGRASS, AND TEN PERCENT 11011 ❑SPRING OATS. SEED MIXTURE SHALL BE APPLIED AT A RATE OF 00 POUNDS PER ACRE. MULCH RE UIREMENTS: TEMPORARY SEEDING WHERE SLOPES ARE LESS THAN 25 PERCENT 14:1 ❑GRADE, CEREAL GRAIN MULCH IS RE UIRED AT THE RATE OF 100 POUNDS PER 1,000 S❑UARE FEET 14,500 LBS ACRE . CEREAL GRAIN MULCH SHALL MEET THE RE❑UIREMENTS OF SECTION E20 OF THE ARKANSAS STATE SPECIFICATIONS FOR HIGHWAY CONSTRUCTION FOR TYPE 1 MULCH. WHERE SLOPES ARE 25 PERCENT 14:1 []OR GREATER GRADE, TYPE 3 MULCH "HYDROMULCH" MEETING THE RE UIREMENTS OF SECTION 1-02 OF THE STATE SPECIFICATIONS SHALL BE USED. TYPE 3 MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2,000 LBS ACRE. DATES FOR SEEDING: TEMPORARY SEEDING CAN OCCUR DURING ANY SEASON, HOWEVER WINTER IS THE LEAST TOLERANT. DORMANT SEASON SEEDING DECEMBER 15 TO FEBRUARY 29 FENGING 61 T-P05T AT 8' O.G. DRIP LINE DRIP LINE ORANGE 5AFETY FENCE U5E ZIP TIE-5 TO SECURE FENCE TO T-PO5T 5TAKIN6 6' METAL T-PO5T AT W O.G. MAX. CRITICAL ROOT ZONE I FOOT PER I INCH TRUNK DIAMETER TREE PRE5ER\/ATI ON FENG I NG DETAIL NOT TO 50ALE CITY OF FAYETTEVILLE 5TANDARD NOTTE5 FOR TREE AND NATURAL AREA PROTECTION I. ALL TREES AND NATURAL AREAS SHOWN ON THIS PLAN TO BE PRESERVED SHALL BE PROTECTED DURING CON5TRUCTION WITH TEMPORARY FENCING. 2. PROTECTIVE FENCES SHALL BE ERECTED ACCORDING TO CITY OF FAYETTEVILLE STANDARDS FOR TREE PROTECTION. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION AORK AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE CONSTRUCTION PROJECT. 4. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A MANNER WHICH GOES NOT RESULT IN 501L BUILD-UP WITHIN TREE DRIPLINES. _. PROTECTIVE FENCES SHALL SURROUND THE TREES OR GROUP OF TREES AND WILL BE LOCATED AT THE DRIPLINE. FOR NATURAL AREAS, PROTECTIVE FENCES SHALL FOLLOW THE LIMIT ON CONSTRUCTION IN ORDER TO PREVENT THE FOLLOWING: A. SOIL COMPACTION IN THE ROOT ZONE OF AREA RESULTING FROM VEHICULAR TRAFFIC OR STORAGE OF EQUIPMENT. B. ROOT ZONE D15TURBANCE5 DUE TO GRADE CHANGES (GREATER THAN b") ROOT TRENCHING NOT VIEWED BY CITY ARBORISTS. C. WOUNDS TO EXPOSED ROOTS, TRUNK OR LIMBS BY MECHANICAL EQUIPMENT. D. OTHER ACTIVITIES DETRIMENTAL TO TREES SUCH AS CHEMICAL STORAGE, CONCRETE TRUCK GLEANING ANG FIRES. 6. EXCEPTIONS TO INSTALLING FENCES AT TREE DRIPLINES MAY BE PERMITTED IN THE FOLLOWING GASES: A. WHERE THERE 15 TO BE AN APPROVED &RAVE CHANGE, IMPERMEABLE PAVING SURFACE, TREE WELL, OR OTHER SUCH 517E DEVELOPMENT. B. WHERE PERMEABLE PAVING 15 TO BE INSTALLED WITHIN A TREES DRIPLINE, ERECT THE FENCE AT THE OUTER LIMITS OF THE PERMEABLE PAVING AREA (PRIOR TO 517E 6RADIN& 50 THI5 AREA 15 GRADED SEPARATELY PRIOR TO PAVING INSTALLATION TO MINIMIZE ROOT DAMAGE) C. WHERE TREES ARE CLOSE TO PROPOSED BUILDINGS, ERECT THE FENCE TO ALLOW 6 TO 10 FEET OF WORK SPACE. D. WHERE THERE ARE SEVERE SPACE CONSTRAINTS DUE TO TRACT 51ZE OR OTHER SPECIAL REOUIREMENTS. 7. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN A FENCE BEING CLOSER THAN 4 FEET TO A TRUNK, PROTECT THE TRUNK WITH STRAPPED ON PLANKING TO HEIGHT OF 8 FEET (OR LIMITS OF LOWER BRANCHING) IN ADDITION TO THE REDUCED FENCING PROVIDED. 8. TREES APPROVED FOR REMOVAL SHALL BE REMOVED IN A MANNER WHICH DOES NOT IMPACT TREES TO BE PRESERVED. q. ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE SOIL. BACKFILL ROOT AREAS WITH GOOD QUALITY TOPSOIL AS SOON AS POSSIBLE. IF EXPOSED ROOT AREAS ARE NOT BACKFIL.LED WITHIN 2 DAYS, COVER WITH ORGANIC MATERIAL IN A MANNER WHICH REDUCES SOIL TEMPERATURE AND MINIMIZES WATER LOSS DUE TO EVAPORATION. 10. ANY TRENCHIN6 REQUIRED FOR THE INSTALLATION OF LANDSCAPE IRRIGATION SHALL BE PLACED AS FAR FROM EXISTING TREE TRUNKS AS POSSIBLE. 11. NO LANDSCAPE TOPSOIL DRESSING GREATER THAN 4 INCHES SHALL BE PERMITTED WITHIN THE DRIPLINE OF TREES. NO SOIL 15 PERMITTED ON THE ROOT FLARE OF ANY TREE. 12. PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC, AND EQUIPMENT SHALL TAKE PLACE BEFORE CONSTRUCTION BEGINS. 15. ALL FINISHED PRUNING MUST BE DONE ACCORDING TO RECOGNIZED, APPROVED STANDARDS OF THE INDUSTRY (REFERENCE THE AMERICAN NATIONAL STANDARD, AN51-ABOO PRUNING, 2005 OR LATER). A CITY CERTIFIED TREE PRUNER MUST BE RETAINED TO MAKE ALL PRUNING GUTS. A LIST OF CERTIFIED TREE PRUNERS 15 AVAILABLE FROM THE URBAN FORESTER. 14. DEVIATIONS FROM THE ABOVE NOTES MAY BE CON5 VE4EV ORDINANCE VIOLATIONS IF THERE 15 SU55TANT A_ NON-COMPLIANCE OR IF A TREE SUSTAINS DAMAGE AS A 2ESULT. NOT FOR CONSTRUCTION UJ -0 M Q� O H c Q (� _ a) r` co N LE. O Q Q� i L -> N VJ 0- 0) _� Q ` �O/ LL LU :tf U m N a--r m LL CL /gym/ I.L REVISIONS REVISION NO. DESCRIPTION DATE MBL JOB NO. 200012 ISSUE DATE 02-19-2025 SHEET CONTENTS EROSION CONTROL DETAILS I SHEET C4.10 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© o� QO 00 ON +' N DO Q /N Co �Y LIT J Qm -0 N N 0 / E OQ Oo (oV) OLH I o O N co O ON / N 0n N O N / Q) LL Q 0 n SIDEWALK CONSTRUCTION NOTES: 1. SIDEWALK SHALL HAVE TOOLED OR SAW -CUT TRANSVERSE JOINTS AT INTERVALS EQUAL TO THE WIDTH OF SIDEWALK (5' TYP) THESE WEAKENED PLANE (CONTRACTION) JOINTS SHALL BE CONSTRUCTED TO 114 DEPTH OF THE SIDEWALK THICKNESS AND SHALL BE 1/8" TO 318" WIDE. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. 3. CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 6.5 BAGS per Cu. Yd. WITH 5-112 % * 1-1/2% AIR ENTRAINMENT. 4 EXPANSION JOINT MATERIAL SHALL BE PREFORMED ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO AASHTO M-213. EXPANSION JOINT MATERIAL SHALL BE LEFT 112" LOWER THAN GRADE OR TRIMMED 1!2' LOWER AND FILLED WITH SILICONE SEALER TO FINISHED GRADE. 5. ALL COLD JOINTS AND SAW -CUT JOINTS SHALL BE FILLED TO FINISHED GRADE WITH JOINT SEALANT. 6. CONCRETE CURING COMPOUND SHALL BE SEALTIGHT 16OD-WHITE MANUFACTURED BY W.R. MEADOWS, OR AN APPROVED EQUAL. 7. CONCRETE JOINT SEALANT SHALL BE SONNEBORN "SONOLASTIC SLI' OR AND APPROVED EQUAL. CLOSED CELL BACKER ROD SHALL BE USED IN DEEP JOINTS AS NEEDED. ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 8 ALL SIDEWALKS SHALL HAVE ONE-HALF INCH ROLLED EDGES AND A BROOMED FINISH 9. SEE STANDARD DRIVEWAY DETAILS FOR SIDEWALK A CONSTRUCTION THROUGH DRIVEWAYS. 10. WHERE LONGITUDINAL (RUNNING) SLOPE OF SIDEWALK EXCEEDS 5.0%, THE SIDEWALK SHALL MATCH THE SLOPE OF THE ADJACENT ROADWAY. 11. LANDING REQUIRED WHEN SIDEWALK CHANGES DIRECTION DUE TO AN OBJECT (E.G. TELEPHONE/LIGHT POLE, MANHOLE, ETC.) 12. ALL SIDEWALKS REQUIRE INSPECTION BEFORE AND AFTER CONCRETE PLACEMENT CONTACT THE ENGINEERING DIVISION (575-8206) TO SCHEDULE AN INSPECTION 13. MINIMUM EFFECTIVE WIDTH FOR SIDEWALK IS 5 FEET. -. SEE UNIFIED CODE SECTION 171 14 FOR GUIDANCE. 1/a• N 318" BACKER ROD "T"=114 SLAB THICKNESS * 1P2' JOINT SEALANT DETAIL 6' GREENSPACE a G' TYP. SIDEWALK W W W W W W y y 41 W W W W W W W W 41 Y W W W � 16, � � 41 W W W W 41 y y y ONE-GUARTER DEPTH (I INCH) WEAKENED PLANE JOINTS OR `i' SAWLUT JOINTS SHALL BE PLACED IN SIDEWALK AT NTERVALS EQUAL TO THE WIDTH OF SIDEWALK (6-TYP #) W W Nr W W W W W W W 41 Y J J W W W W W 41 Y W W 112' EXPANSION MATERIAL- ASPHALT IMPREGNATED FIBERBOARD (AASHTO M213} WITH TOP HALF INCH FILLED WITH SILICONE JOINT SEALER: SHALL BE USED AT COLD JOINTS AND STRUCTURES. 4' PORTLAND CEMENT CONCRETE UNYIELDING SUBGRADE OR APPROVED COMPACTED MATERIAL ELEVATION CURB & GUTTER PLAN * SIDEWALK AND GREENSPACE WIDTHS MAY VARY BASED ON CURRENT MASTER STREET PLAN OR APPROVED SUBDIVISION PLAT CONFIRM DIMENSIONS PRIOR TO CONSTRUCTION 8' GREENSPACE * 6' TYP. SIDEWALK+ 1 % to 3% 1 % TYP V FLAT GYP. 2� % MAX- � j(TYP) SECTION A -A AllIft CITY OF 11LL SIDEWALK DETAILS FAYETTEVILLE ENGINEERING DIVISION DESCRIPTION b, �.. -- ARKANSAS 113W.MOJNTAINSTRLL4 SIDEWALK WITH GREENSPACE ---- NOTE: 1. PROPOSED DRY STACK RETAINING WALL. SUBMIT WALL SPECIFICATION FOR OWNER APPROVAL OF TYPE, SI E, COLOR. 2. WALL GAP BETWEEN VERTICAL JOINTS SHALL BE NO MORE THAN 1" MAX., WHERE NECESSARY FILL MATERIAL SMALL ROCK SHALL BE USED TO FILL GAP. THESE AREAS SHALL BE KEPT TO A MINIMUM, FIELD VERIFY WELANDSCAPE ARCHITECT PRIOR TO 24" MIN. FINAL ACCEPTANCE. DEPTH TOP OF WALL ELEV. VARIES ❑SEE GRADING PLAN CO USE FINE CHAT AS A LEVELING COURSE T- O O BETWEEN UARRY BLOCK, WHERE RE UIRED = z < 2" MIN. BACKSTACK PER ROW X Q � FINISHED GRADE -" MIN. TOPSOIL 2 LU Iu SLOPE VARIES SEE GRADING PLAN L3 w 0 CV U) 0- BOTTOM OF WALL ELEV. VARIES SEE GRADING PLAN - I-IIIII=-_---- SHEET: SW1 MATERIAL BACKFILL m U - UNYIELDING MATERIAL -3=R" CURB & GUTTER NOTES: 1. CONTRACTION JOINTS SHALL BE V11" TO 318' X 1 112' AT 15 FT. INTERVALS. ALL CONTRACTION JOINTS AND COLD JOINTS SHALL BE FILLED WITH JOINT SEALANT TO FINISHED GRADE. 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI, 3 EXPANSION MATERIAL SHALL BE REQUIRED AT AT ALL STATIONARY STRUCTURES AND ENDS OF CURB RETURNS. THE EXANSION MATERIAL SHALL BE 112" ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO AASHTO M-213. EXPANSION JOINT MATERIAL SHALL BE LEFT 112' LOWER THAN GRADE OR TRIMMED 12' LOWER THAN GRADE 4. EXPANSION JOINTS SHALL BE FILLED WITH JOINT SEALANT SHAPED TO THE CROSS SECTION OF THE CURB AND CONSTRUCTED AT RIGHT ANGLES WITH THE CURB LINE 5 FINISH SHALL BE MEDIUM BROOM FINISH. 6 CONCRETE CURING COMPOUND SHALL BE SEALTIGHT 160D•WHITE MANUFACTURED BY W.R. MEADOWS, ORAN APPROVED EQUAL. 7. CONCRETE JOINT SEALANT SHALL BE SON NE BORN "SONOLASTIC SLI. OR AND APPROVED EQUAL CLOSED CELL BACKER ROD SHALL BE USED IN DEEP JOINTS, AS NEEDED, ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 8 GUTTER SHALL MATCH THE CROSS SLOPE OF THE ROAD WITHIN 1: 0 5% GUTTER DRAINING THE OPPOSITE DIRECTION AS THE ROAD WILL NOT BE ACCEPTED 1 /2"R ? ` _ SEE STREET DETAIL FOR PAVEMENT SECTION CLASS 7 AGGREGATE BASE COURSE Aft CITY OF M111110_ FAYETTEVILLE ENGINEERING DIVISION ARKANSAS 113W MOUNTAIN STREET TITLE. STREET DETAILS DATE O.I.17, 2W1 DESCRIPTION: TYPE 'A" CURB & GUTTER SHEET: ST2 - FINISHED GRADE TOP OF SIDEWALK 2" MINIMUMV' MAXIMUM TOP OF BLOCK TO SIDEWALK ELEVATION. PROPOSED SIDEWALK. SEE PLAN MIRAFI NON WOVEN GEOSYNTHETIC FILTER FABRIC 140N, WRAP THE LEVELING PAD AND BACK FACE OF WALL AS SHOWN 12" \ j AIN. BACKFILL ❑UARRY BLOCK W CLEAN WASHED 1" GRAVEL "THICK CRUSHED ROCK :1B311LEVELING PAD BELOW ❑UARRY BLOCK UNDISTURBED EARTH OR COMPACTED FILL 3[J' MIN. BASE COURSE COMPACT UPPER [�' OF EXIST SUB GRADE - SHELF TO A MINIMUM OF 9511 PROCTOR DENSITY DRYCSTACK STONE WALL DETAIL NOT TO SCALE PORTLAND CEMENT CONCRETE WITH A MIN. COMPRESSIVE STRENGTH OF 3,500 PSI CRUSHED STONE BASE [1RDOT CLASS 7 2" PREPARED SUBGRADE PER 3EOTECHNICAL REPORT LIGHT DUTY CONCRETE BANDING PAVING DETAIL NOT TO SCALE PEDESTRIAN ACCESS EASEMENT. SEE SITE PLAN FOR WIDTH NOTES: 1. CONCRETE SHALL HAVE A MINIMUM OF 6 BAGS OF CEMENT PER CU. YD., 4. COLORED CONCRETE, WHEN ASPHALT IS NOT AVAILABLE, 4-7% AE AND DEVELOP A MINIMUM COMPRESSIVE STRENGTH SHALL BE AN INTEGRAL COLOR MIX. SOLOMON DRY PIGMENT - OF 4000 PSI @ 28 DAYS. 908 CARBON BLACK'ASPHALT' (1 - 25 LB. BAG PER 3 YARDS), OR 2 PERMANENT REPAIRS TO BE USED ONLY WHERE ADJACENT PAVEMENT IS TO APPROVED EQUAL. TOTAL THICKNESS OF PAVEMENT SHALL BE REMAIN. USE TEMPORARY PATCH IN AREAS WHERE ADJACENT PAVEMENT IS 9 INCHES. TO BE REMOVED OR RECONSTRUCTED 3, ASPHALT FOR TEMPORARY REPAIRS MAY BE HOT MIX OR COLD MIX. EXISTING MIN. 2" ASPHALT PAVEMENT MATCH EXISTING GRADE CLASS 7 A.B.C. BACKFILL COMPACT TO 98% MODIFIED PROCTOR DENSITY TEMPORARY PAVEMENT REPAIR EXISTING ASPHALT MATCH EXISTING PAVEMENT SECTION CROSS SLOPE MATERIAL BACKFILL 6" CLASS 7 AGGREGATE BASE COURSE (2% MIN.) Y ACHM SURFACE FULL DEPTH SAW CUT SMOOTH STRAIGHT ~ TYPE 'A' CURB & GUTTER (TYP.) COURSE w/TACK COAT EDGE 8"CONCRETE (4000 PSI) �- EXISTING SAW CUT EXISTING 3"ACHM SURFACE 24" SELECT MATERIAL (HILLSIDE) AS %O,PAVEMENT PAVEMENT (SEE NOTE 4) MATCH EXISTING REQUIRED BASED ON THE ADEQUACY GRADE , OF THE IN -SITU SOILS 6" CONCRETE r- (SEE NOTE 4) 12" 12" CLASS 7 A.B.C. BACKFILL COMPACT TO 98% MODIFIED PROCTOR DENSITY ASPHALT PAVEMENT REPAIR JOINT SEALER (TYP.) 12" 12" SEE SPECIFICATIONS ++ EXISTING CONCRETE � PAVEMENT A6 ; SAWCUT PAVEMENT (TYP.) w" Y' w , 9" CONCRETE (MATCH EXIST. GRADE) v d CLASS 7 A.B.C. BACKFILL COMPACT TO 98% MODIFIED PROCTOR DENSITY CONCRETE PAVEMENT REPAIR AdPw CITY OF ENGINEERING DIVISION DESCRIPTION: m srREETDEralLs .FAYETTEVILLE ARKANSAS 113 w MOUNTAIN STREETPAVEMENT REPAIR 5 CONC. 1 FLAT GREENSPACE IN IF SIDEWALK NO WALL IS PRESENT VARIES 'YA 10 OR �S��NC' E NN N�� pER 1 ❑ p�PN , � •:.: w SEE DETAIL ON THIS SHEET 4" COMPACTED MATERIAL " CLASS 7 AGGREGATE BASE COURSE 2ESELECT MATERIAL HILLSIDECAS RE UIRED BASED ON THE- ADE UACY OF THE IN SITU SOILS UNYEILDING MATERIAL 2" ACHM BINDER COURSE S TYPE ACCURB AND GUTTER UNYIELDING MATERIAL NOTES 1. THIS DETAIL IS TO BE USED WHEN THE WIDTH OF WIDENING DOES NOT ALLOW STEEL WHEEL ROLLER TO COMPACT AGGREGATE BASE COURSE BETWEEN NEW GUTTER AND EXISTING PAVEMENT. 2. THE ENGINEER OF RECORD SHALL PERFORM "PART TIME" INSPECTION FOR THE DRAINAGE INSTALLATION AND STREET CONSTRUCTION THE PUBLIC WORKS INSPECTOR MUST BE PRESENT FOR TESTING. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING TESTING. 3. MINIMUM DENSITY FOR ASPHALT SHALL BE 92% OF THE MAXIMUM THEORETICAL DENSITY. 4- SUBGRADE MUST BE PLACED ON UNYIELDING MATERIAL - ADDITIONAL UNDERCUT MAY BE REQUIRED. 5. ALL IN -SITU SOILS FOR SUBGRADE SHALL HAVE A LIQUID LIMIT LESS THAN 40, A PLASTICITY INDEX LESS THAN 15, AND A CBR GREATER THAN 8. INADEQUATE SOILS SHALL BE UNDERCUT 2 FEET AND REPLACED WITH "HILLSIDE MATERIAL" (SOILS WITH CBR OF 8 OR GREATER. AND AS CLASSIFIED AS GM OR GC SOILS) GEOTECHICAL TESTING REQUIRED TO DETERMINE SOIL ACCEPTANCE 6. SUBGRADE (HILLSIDE) SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR. PROCTOR CURVE DATA SHALL BE SUPPLIED TO THE CITY ON ALL MATERIAL BY THE ENGINEER OF RECORD. WITHOUT THE COPY OF THE SITE SPECIFIC PROCTOR CURVE, MOISTURE CONTENT MUST BE WITHIN 2% OF OPTIMUM WHEN TESTED. 7. BASE COURSE (CLASS 7 AGGREGATE BASE) SHALL BE COMPACTED TO 98% OF MODIFIED PROCTOR ON LOCAL AND RESIDENTIAL STREETS. COLLECTOR AND ABOVE SHALL BE COMPACTED TO 100% MODIFIED PROCTOR. 8 CURING COMPOUND IS REQUIRED FOR ALL CONCRETE IN RIGHT OF WAY OR EASEMENTS, ANY COLOR EXCEPT CLEAR FOLLOW STANDARD ENGINEERING PRACTICE FOR PLACEMENT IN HOT, WINDY, AND COLD WEATHER 9. CURB MUST BE CAULKED BEFORE BACKFILLED AND STREET PAVED. ACCEPTABLE SUPPLIERS ARE OMNI SEAL 50, PECORA 864 AND 865, DOW CORNING 888, OR PRE -APPROVED EQUAL. ~'0.17:2W2Aft CITY OF ENGINEERING DIVISION TITLE. STREETDETA/LS �WaE2W1 SHEET:FAYETTEVILLE SHEET S T8 lum DESCRIPTIo� ARKANSAS 113W MOUNTAINSTREET ASPHALT STREET WIDENING SECTION STS „I , ,,,, OPTION 1 J EXISTING 40 RIGHTLGFNVAY 10 LANE EXISTING ROADWAY SECTION 9 LANE EXISTING 1 CONCRETE I CENTERLINE 7 PARKING LANE BANDING EXISTING 1.5 TYPE ACCURB 2" ACHM PROFILE GRADE. AND GUTTER SURFACE PROPOSED EXISTING COURSE EXISTING EXISTING 2 SLOPE SLOPE CL 0❑ TYPICAL SECTION ON STREET PARALLEL PARKING NOT FOR CONSTRUCTION LLI _0 M O H c Q c� = O N U L= rn co N LL O Q aj L N N .� � ry 0) Q 1� ��0/ LL LU a) U m N a--r m li s REVISIONS REVISION NO. DESCRIPTION DATE MBL JOB NO. 200012 ISSUE DATE 02-19-2025 SHEET CONTENTS DETAILS SHEET 1 SHEET C5.00 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© VICINITY MAP 1r=.-.,�_ _. I_ ♦ rr� F 7-1 Fes` ADJACENT ZONING + PROPERTY OWNERS 765-06361-00o Je J6uv-u . /61-11B0A-oD0 Q X 5 a CITY OF SA7NIlA NFS ST JAMES a, s /AVf TIE VII II PI MISSIONARY MISSIONARY y t BAPTIST BAPTIST h 9 2 crTY OF rAY[AYEI rF EVI vu L f < .,) 765-06387.000 q BI h p -0 - CRY Of n y, Y s - 4geq Ral 'm FAYETTEYfLLE 765•12*0/•000 J64-66 M I -DOT r1CYOF ry; RODGERS. ` =; pe IFICNNFR �, NARY RUIN FAYETIEVILLE .- V�O HOMES LAC 95-53607 95-53605 P197 /65 019" 001 PEAPOD J65-01961-000 765-06J16.000 INVESTMENTS CITY OF DAVIS IONMIE TIC FAYEREVILLE fI IRS 765.06327-000 765-06319 000 RUST: FLOWERS. 76S-063I9.001 a NAYIIII D. ANY CALOWELL 1 EORGE E AARDN 91' HARO SORR1 L/ S, fMMA; 765-01%6-001 k1r; R MEGAN-ROSA WHITE, PEON ^ 111 Nfr�161'N N 6 I1A III R ' < I 76S-01966-000 ,. /65-06119-D00 ^ " PEAPOD DAVIS, TOMMIE _ INO p- 1 FLOWERSTRUST, /64-06T10-000LLC N\ 5-0)066.0 VI N GEORGELOOM15, JO76r1Y0 N GR DAYfOI PI FA YF RfYlILL 164-019/1-000 < + it CARR, MARY E G 8 ` 165-0631E RMF-24 wIrI _ = /65-063 0-000 ANTHONY If ^ IY 76S•01%S-000Yf llE S If VINS 765-0)9)1-WO PROPERTIES 765.06333-000 DEWITY, FAYf TTEVILIF L[C Sri VI NS CINDYANNE v PROPERTIES 8 U) W FAYLRLYILLE 3 765-06312-000 Z Llr I AIN, VIAOV O^ O 765-07971-oOp $-j% iIINI[OCX Df 76S-01966 000 .M-, y Y ■BEART, ARIA C `. 2 2 Vft OPNEN7 LLC 2016.26249 SIEVES ` PROP[RT7E5 IArr/lfvnlr uc ^^�+�W1tu� (( (( O) 16FL ZI4w.o 765-06331-000 76S-06313-000 i`lj;C Of VfLOPMfN/ TT N & E 5,r-V1NS pROPERIIfS SHIPL[Y /64-D61O4-RDO G �' 765 06J11-000 POLL Y Ilr FAY[ "ITY71l ( HULL Y P MAHONE, ANN LLC H"EPENDENCE RI AI IY GROUP LLC J6S-06J11-000 765 06A05-WO • g= fNOf"fNOENCE MAHONE, W < ti /65 01966.000 STEVENS W " W REALTY GROUP LLC �7ANN y Z PROPERTI y pq t- PROJECT SITE eYo FAYYETTEVILLE LLC o= $_ jRMF-?6�.06FfNf-OR00 R 3;a 8 "_t 765-06315-000 N W I MAXWELL i M CHARLES H !' i 165-Q�y 3.000 765-01991-000 a .I. W v SNIT IY �., OSBOARVARL r STEVENS PROPIRIITS _. 0. /III FA 'EITT VIIIE ltC IA a.Y b�^b ti sN DIM, F.f.nNM RI n rrrMaar�, r TN s N. a TN r.. AN EF 6sAAT.Y r .r naN.< 4 a s Nti, E•tr Y aAT.<rF M CEI Y igOw4 Exhibit = """"`��~�tr_' tr.�.E a r �w r-s ,rw wa�� <M~�r� 1W.,S.—E.— RSTF.24 Ttr w. wa. Y a M r~ia .PE r.� u6r� nwwn w tr Fayetteville, AR C Y UOI6, E—_ oG UeA Ca Fa M 1ID TM� EMr✓•. Mrcugr F.,Y H, P 1 L�N6v .6T ZONE RMF-24: RESIDENTIAL MULTIFAMILY - 24 UNITS PER ACRE P-1: INSTITUTIONAL ENDURING GREEN NETWORK (PORTIONS) MINIMUM TREE PRESERVATION PERCENTAGE REQUIREMENT (PER LANDSCAPE MANUAL APPENDIX PAGE 17): RMF-24: 20% P-1: 25% MAY HAVE ADDITIONAL STREAMSIDE PROTECTION ZONE BECAUSE OF STEEP BANKS (PER CITY GIS) LEGEND — — — = PROPERTY LINE — — — — — EXISTING MSPRW BTZ SEWER — — — — — — WATER — — — — — — — — MAJOR CONTOUR MINOR CONTOUR NInTF.q 1. CODES/DOCUMENTS REFERENCED: -TREE PRESERVATION & LANDSCAPE MANUAL, 2016 -UNIFIED DEVELOPMENT CODE, CHAPTER 167 2. PRUNING SHALL BE PERFORMED BY OR UNDER THE SUPERVISION OF A CERTIFIED ARBORIST 3. DO NOT PRUNE OFF -SITE 4. NO TREE PRESERVATION REQUIRED, UNDER 6,000 SF NEW IMPERVIOUS AREA PROJECT SITE _EVEL ONE DEVELOPMENT UND 14200 Sr NFW IMPERVIOUS ARFA PRESERVATION CALCULAI ONS NOT REQUIRED UNDER 1,200 SF NEW MP'RVIOUS AREA GSP: Table 1. Proposed Development Thresholds Development City-wide Grading and Drainage / Stormwater Water Quality, Flood, and Tree Mitigation Threshold Standard Documentation Measures • Exempt from Grading and Drainage • - xompt <or= provisions except for those still associated Level 1 1,200 sf of IA with the Building Permit process such a HHOD. gill gill gill gill gill gill gill gill gill gill gill gill gill gill gill gill gill III, • Completed Green Stormwater Practice • 2 or more measures from Step 1 of Table 2 (GSP) Worksheet, demonstrating Runoff that Reduce Runoff via Better Site Desggr Level 2 1,2u1 - 6,000 sf Reduction via Better Site Design. • 1 or more Green Stormwater Practice (GSP) of lA • GSP operation & Maintenance (0 & N I measures from Step 2 of Table 2 as required Agreement to ensure the long-term to treat 100% of the developed portion of functionality of these practices. the site • Same as Level 2. • Same as Level 2 6,001 - 10,000 '.I • As needed GSP measures from Step 3 to of IA further reduce runoff • Abbreviated Tree Preservation Plan Levels 2 and 3 are required to select two of these measures to implement while desiqninq the site: Table 2. Water Quality, Flood, and Tree Mitigation Measures by Step Mitigation Steps Mitigation Measures Step i Reduce Runoff via Better Site Design Conservation of Natural Features and Resources (if they exist on the property): • Preserve Riparian Buffers (i-e- no variances). • Avoid Developing in Floodplains and on Steep Slopes re r than 15%) Tree Preservation: • Preserve Natural Areas with at lea o n- i nt tree. The removal, relocation, destruction or aouse An any manner of a significant I s) be eserved is prohibited. • Protection of Street Tre re dual, relocation, destruction or abuse in any manner of a street tree(s) to be preservedAAibit Lower Impac 't si n echniques: • Reduce!! its of Clcaring and Grading to preserve at (cast 10r,� of the oper apace_. _-.t tl'c a tc: Reduction of Impervious Cover: • Use multi -story buildings to reduce building footprint_, • Create Parking Lot Stormwater "Islands" • Usp pervious surfaces for parking, sidewalks and trails, where feasible. Utilization of Natural Features for Stormwater Management: • Use soil restoration practices to improve native soils and reduce over compaction • Use native plants and naturalistic landscapes (yards that do not have to be mowed and are planted with perennials, etc) and rain gardens. Levels 2 and 3 are required to select at least one of t s neasures sized appropriately by the GSP worksheet that will be provided by the (Zliit Step 2 Reduce Runoff via Green Stormwater Pra i s ( s (3SP-02 Urban Bioretentien GSP-03 Permeable Pavement GSP-04 Infiltration Tre GSP-12 Green Roof Q,iDs� a� 4 0 ALLISO HU D LAN N0.9052 0KANSP45 1 S =� n Y Lu co CD N CV I— C Q U = CY) Q J Z T d Co LL s_yt, O T Q A� yRI� T A� �RI L) y T n�'E W � + O N f` N >I LL E p L) C) O 111 1 l Q —, \/ -W O Ol }F U p N N a� >1 LL M V i i O REVISIONS 1 02-14-24 Rev # 1 2 04-02-24 Rev #2 3 05-03-24 Rev #3 4 12-11-24 Rev #4 5 02-19-25 Rev #5 MBL JOB NO. 200012 CONSTRUCTION DOCUMENTS Jan. 17, 2024 SHEET CONTENTS CONTEXT + GSP SHEET L0.0 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© J yc �tiF�F EXISTING SITE - BUDDY HAYES PARK SCALE 3/32" =1'-0" 20' 40' Fj i O Q L i Q N � •— � 4-0 O N 4-0 N LL O V U U 66 LU Q — N U O IL t t� R O REVISIONS 1 02-14-24 Rev # 1 2 04-02-24 Rev #2 3 05-03-24 Rev #3 4 12-11-24 Rev #4 5 02-19-25 Rev #5 MBL JOB NO. 200012 CONSTRUCTION DOCUMENTS Jan. 17, 2024 SHEET CONTENTS EXISTING SITE SHEET L0.1 THESE DRAWINGS AND SPECIFICATION ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© 0' 10' TREE PRESERVATION CALCULATIONS NOT REQUIRED UNDER 1,200 SF NEW IMPERVIOUS AREA NnTF.q 1. CODES/DOCUMENTS REFERENCED: -TREE PRESERVATION & LANDSCAPE MANUAL, 2016 -UNIFIED DEVELOPMENT CODE, CHAPTER 167 2. PRUNING SHALL BE PERFORMED BY OR UNDER THE SUPERVISION OF A CERTIFIED ARBORIST 3. DO NOT PRUNE OFF -SITE TREE PRESERVATION FENCING, TYP EXISTING TREE TO REMAIN, TYP ALL TREES BEHIND PRESERVATION »01111 IMKIl:1»so] 1601CtTl I I STREAM \ RESTORATION\ \ BY OTHERS \ \ \ \ \ \\\ \\ lz6 STREAMSIDE MANAGEMENT ZONE WATERSIDE ZONE TOP OF BANK 20' 40' i O Q L Q N — � •— �o � 4_0 N ti �� L�L E O O r— LU Q N U O LL R O REVISIONS 1 02-14-24 Rev # 1 2 04-02-24 Rev #2 3 05-03-24 Rev #3 4 12-11-24 Rev #4 5 02-19-25 Rev #5 MBL JOB NO. 200012 CONSTRUCTION DOCUMENTS Jan. 17, 2024 SHEET CONTENTS TREE PRESERVATION SHEET L0.2 TREE PRESERVATION PLAN - BUDDY HAYES PARK SCALE 3/32" =1'-0" 0' 10, THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© SEE CIVIL PLANS FOR GRADING AND DESIGN BEYOND THIS LINE IMPERVIOUS AREA TABLE: BUDDY HAYES PARK AS APPROVED PER CUP-2023-0141, DEC 11 2023 APPROVED PROPOSED Streamside Waterside Total Streamside Waterside Total Area of Encroachment SF SF SF Area of Encroachment SF SF SF Stage 14 178 192 Stage 34 288 322 Stage seating 563.94 13 576.94 Civil 666 666 South path to stream 193 59 252 South path 193 120 313 Stream amphitheater 551.51 551.51 North path 310 310 Streetsidewalk 574 574 Boulders north 131 7 138 Boulder south 87 231 318 Approved total by DD SFs 1344.94 801.51 2146.45 Total 1421 646 2067 Approved total by variance exhibit 2130.42 Totalwith pervious Stage 1387 358 17451 Total less impervious area than approved 385.42 Totalwithin property bounds 1 1079 NATIVE BEAM ROCK STEPS, SET ON COMPACTED GRAVEL BASE L2.5 PLANTING BEDS, TYP L2.5 e NATIVE BEAM ROCK SEATING, SET ON COMPACTED GRAVEL 3 BASE WITH LAWN BETWEEN BOULDERS, MIN. 6' CLEAR L2.5 BETWEEN ROWS, MIN 3WITHIN ROWS ; L.A. TO PLACE IN FIELD STEEL EDGING, TYP A L2.5 PICKUP STAGE, CONCRETE 1-5 L2.6 5' ADA CONCRETE PATH TO STAGE 4 L2.1 ELECTRIC BOX LOCATION ; SEE ELECTRICAL FOR PULL LOCATION TREE PRESERVATION FENCING, TYP 1-2 L2.2 EXISTING TREE TO REMAIN, TYP STREAM RESTORATION + ACCESS, BY OTHERS ; STREAM ACCESS POINT TO ALIGN WITH CONCRETE PATH PROVIDED HERE SIDEWALK TURN DOWN ; SEE CIVIL DWGS FOR DETAIL NATIVE BEAM ROCK STEPS, L2.5 SET ON COMPACTED GRAVEL BASE SIDEWALK WITH EDGE PROTECTION L2.1 STEEL EDGING, TYP L2.5 PLANTING BEDS, TYP L2.5 STREAMSIDE MANAGEMENT ZONE WATERSIDE ZONE TOP OF BANK _ z Y i 6 414 a r SITE PLAN - BUDDY HAYES PARK SCALE 3/32" =1'-0" STREAM RESTORATION X ;` BY OTHERS \ rt Yt ■I 11 1 11 1 1 20' 40' 7NORTH 0' 10, n� 4RKANSPPS W co � � O H c Q cYi rn CO N L.L •0 Q L N •— N �> 4-0 N LL E 0 V i u) U O �— LU Q N U 0 >, LL t .V 0 REVISIONS 1 02-14-24 Rev # 1 2 04-02-24 Rev #2 3 05-03-24 Rev #3 4 12-11-24 Rev #4 5 02-19-25 Rev #5 MBL JOB NO. 200012 CONSTRUCTION DOCUMENTS Jan. 17, 2024 SHEET CONTENTS SITE PLAN SHEET L1.0 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© No 9052 4RKANSPPS W 70 co 0� O C/) ~ ~ U ~ c Q M 2 U L= It Q (1) z1 J >, M LL N r— O ■ Q L V� N — •— 4-0 N ti �� 4-0 L�L O O r— LU Q += U O ch N LL m t t� O REVISIONS 1 02-14-24 Rev # 1 2 04-02-24 Rev #2 3 05-03-24 Rev #3 4 12-11-24 Rev #4 5 02-19-25 Rev #5 MBL JOB NO. 200012 CONSTRUCTION DOCUMENTS Jan. 17, 2024 SHEET CONTENTS PLANTING PLAN SHEET L1.1 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© DETAIL LAYOUT PLAN - NORTH SCALE 1 /811=1'-0" DETAIL LAYOUT PLAN - SOUTH SCALE 1 /8" =1'-011 m�u■1 s LAYOUT PLAN SCALE 3/32" =1'-0" 27'-711 Q 20' 40' NORTH 0' 10' r- O a L V� N •— N 4-0 N LL o V U U O �— LU Q N U C >, IL t t� R O REVISIONS 1 02-14-24 Rev # 1 2 04-02-24 Rev #2 3 05-03-24 Rev #3 4 12-11-24 Rev #4 5 02-19-25 Rev #5 MBL JOB NO. 200012 CONSTRUCTION DOCUMENTS Jan. 17, 2024 SHEET CONTENTS LAYOUT PLAN SHEET L1.2 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© o/ i TS 1313.00 FG 1311.20 DETAIL GRADING PLAN - NORTH SCALE 1 /8" =1'-0" 1309.00 j o �4% 41, 4k*# 0 CROSS SLOPE REDUCTION PANEL TO TRANSITION FROM SIDEWALK GRADE TO MAX 2% CROSS SLOPE DETAIL GRADING PLAN - SOUTH SCALE 1 /8" =1'-0" SEE CIVIL PLANS FOR GRADING AND DESIGN BEYOND THIS LINE NATIVE BEAM ROCK STEPS, SET ON COMPACTED GRAVEL BASE L2.5 5' ADA CONRETE WALK L2.1 SEE CIVIL PLANS FOR ADDITIONAL GRADING INFORMATION TREE PRESERVATION FENCING, TYP 1-2 L2.2 EXISTING TREE TO REMAIN, TYP SIDEWALK TURNDOWN ; SEE CIVIL DWGS FOR DETAIL BOULDER STEPS TO SIDEWALK TRANSITION L2.5 FOOTER EXTENT SIDEWALK WITH EDGE PROTECTION 5 L2.1 SIDEWALK TURNDOWN ; SEE CIVIL DWGS FOR DETAIL SEE CIVIL PLANS FOR ADDITIONAL GRADING INFORMATION STREAMSIDE MANAGEMENT ZONE WATERSIDE ZONE TOP OF BANK 4 r � 01-1,11111- lo-M 1 ► ... • mommomm �r — — -- - ---54_. --- 1 'I � • o ♦ I 11 1313.5 313.37 13.37 � / n , a , r r r r o �o , r /r r it r r / I 'I 1314.17 't M N M M CM r � r 1307 1309.39 W 1309.10 ,' N ++ ++I i+ 0' PEDO`IJN 4 91 L0 I I I 1 / 1 I( 1 I I 1 I 1 / 1 / I r r r I r I I ; r r I l •,II' `1,, RESTREA STORATION \ \ \ BY OTHERS \ \ 1305.50 130 .13 \ N\\ vv v \ VA \ -LANDING WITH/GRADE NOT TO EXCEEEDD 2% ALL DIRECTIONS I, •, 41. C\\\� CROSS SLOPE REDUCTION PANEL TO 1309.00 /� TRANSITION FROM SIDEWALK GRADE TO p MAX 2% CROSS SLOPE 0 GRADING PLAN - BUDDY HAYES PARK SCALE 3/32" =1'-0" 20' 40' NORTH 0' 10, n� 4RKANSPPS ,o Q L •� N 4-0 N ti 4-0 a� O V i U 66 �— LU Q O U C N N � LL t R O REVISIONS 1 02-14-24 Rev # 1 2 04-02-24 Rev #2 3 05-03-24 Rev #3 4 12-11-24 Rev #4 5 02-19-25 Rev #5 MBL JOB NO. 200012 CONSTRUCTION DOCUMENTS Jan. 17, 2024 SHEET CONTENTS GRADING PLAN SHEET L1.3 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© SOIL PREPARATION LANDSCAPE PLANTING NOTES ACCEPTABLE REJECTABLE 1. Soil preparation of a landscape design is a critical factor in creating a healthy and long-lasting 1. Refer to utility and grading and drainage plans for utility location and drainage information. Refer to Structural �o`1DSC'pF r landscape. Remove existing topsoil and stockpile on site. Topsoil to be incorporated back into the Civil Engineer's grading plans for grading information. If actual site conditions vary from what is Top of h :: ' x roots. C6 H�LISO p soil at a later date. Contractor to conduct a soil evaluation to determine the soil's shown on the plans or if there are discrepancies between the plans, contact the Landscape designer root ball. � �""' y Root collar. NO.9o52 composition, compaction rate, nutrient qualities, organic content, PH levels, and water holding for direction as to how to proceed. 91YxnNSPs capabilities. The ideal particle soil mix is approximately 45% sand, 40% silt, 10% clay and 5% 2. Verify locations of pertinent site improvements installed under other sections. If any part of this plan organic material with a PH level near seven. cannot be followed due to site conditions, contact Landscape Architect for instructions prior to Absorbing roots. 2. Prior to the installation of the landscape and irrigation system, contractor to prepare soil to ensure a commencing work. proper environment for plant root development. 3. Exact locations of plant materials to be approved by the Landscape designer in the field prior to � o 3. Contractor to de -compact soils in planting areas by roto-tilling, disking or ripping to a depth of 6 - installation. ,.�� : ; ,:, :.::::. C N 8" minimum and preferably a depth of 12'' -18" De -compaction of small planter areas, such as 4. Landscape designer reserves the right to adjust plants to exact location in field. " `°:,.,'.... Point w a co those in parking lot areas, may require the removal of the compacted soil to a depth of 18" or more 5. Verify plant counts and square footages: Quantities are provided as Owner information only. If where top- Structural roots circle interior of root ball. No structural Only absorbing roots reach the periphery near the a a and then re -installed loosely with required amendments. Always remove debris over 2" in size from quantities on plant list differ from graphic indications, then graphics shall prevail. p roots are horizontal and reach the root ball periphery near top of the root ball. Structural 0 " .�' the soil. 6. Contact the local underground utility services for utility location and identification. most root c� g Y Y the top of the root ball. roots mostly wrap or are deflected on the a Z emerges J a) 4. When performing soil de -compaction, multiple passes across the area will be required and, when 7. Perform excavation in the vicinity of underground utilities with care and if necessary, by hand. The ,, 0- from trunk. root ball interior. m possible, should be at varying angles to ensure adequate coverage. When using disc or ripping Contractor bears full responsibility for this work and disruption or damage to utilities shall be repaired N U_ equipment, it is required that the final passes over the area be made with a roto-tiller to break up any immediately at no expense to the Owner. large clumps to make final grading easier. 8. Trees shall bear same relation to finished grade as it bore to existing. The point where top -most root(s) emerges from the trunk (root collar) should be within the 5. After initial soil de -compaction procedures are performed, soil amendments should be added. The 9. Trees to be planted a minimum of 4 feet from face of building, or pavement, except as approved by top 2" of substrate. The root collar and the root ball interior should be free of defects Y addition of soil amendments is determined from soil tests conducted prior to work commencing. Landscape designer. including circling, kinked, ascending, and stem girdling roots. Structural roots shall reach Soil amendment may include inorganic material such as sand, silt or clay, which help improve soil 10. Provide matching forms and sizes for plant materials within each species and size designated on the the periphery near the top of the root ball. texture. Organic material such as compost, manure, and peat moss may also be used and help drawings. improve soil structure. Other amendments such as fertilizer improve nutrient content and sulfur 11. Prune newly planted trees only as directed by Landscape designer. adjusts the soil PH level. Sulfur shall be incorporated at the rate of one pound of sulfur per 100 12. Align and equally space in all directions trees and shrubs so designated per these notes and square feet. drawings. Root ball periphery. 6. All amendments should be mixed thoroughly with existing soil and an additional soil test will be 13. Finish grades of planter areas shall be 2 inches below adjacent paving or top of wall unless otherwise f Structural roots descend into root ball interior. No structural Structural roots circle and do not radiate from the taken to ensure proper soil conditions prior to planting. noted. 7. During the remainder of the landscape installation, various areas of the site may be re -compacted 14. Provide specified edging as divider between planting beds. roots are horizontal and reach the root ball periphery near the trunk. the soil. This compaction is typically limited to the upper 4"-6" f the soil. Prior to the installation of 15. Remove entire wire cage from rootball. Cut and remove burlap from top 1/3 of ball. top of the root ball. plant material in these areas, the compaction shall be reduced to 80% or less using previously 16. Landscape designer to review plant materials at source or by photographs prior to digging or shipping described methods of plant materials Roots growing tangent to trunk. Structural root. Roots radiate from trunk and reach side of root ball without deflecting down or around. Structural roots missing from one side, ACCEPTABLE Structural roots primarily grow to one side. and/or grow tangent to trunk. One central Notes: 0 leader 1- Observations of roots shall occur prior to acceptance. Roots and substrate may be removed during the observation process; substrate/soil shall be replaced after observation has been completed. =' (No codominant 2- Small roots (%" or less) that grow around, up, or down the root ball periphery are considered a normal condition in container production and are acceptable however they should be eliminated at the time leaders) of planting. Roots on the periphery can be removed at the time of planting. (See root ball shaving container detail). Q 3- See specifications for observation process and requirements. Example a A B Aspect Ratio A 1 ACCEPTABLE TREE ROOT BALL - CONTAINER GROWN _ C� 1.50" 0.50" 0.33 g L-2.0 SCALE: NTS Q N •- N A r_ � ti u 2.50" 0.90" 0.36 A � Q a0 ,� g Oo Q B 2.0" 1.00" 0.50 o E 0 - Q I I ACCEPTABLE REJECTABLE w 2.50 1.60 0.64 0 = o >, 0 (D Top of, Aspect ratio is Aspect ratio of B:A less than 0.66 root Structural N Nco IeSS as measured 1" above the top of the branch union. ball. roots. U Root collar. than 0.66. v .............Absorbing roots. Multiple leaders Point p e eade s Structural roots circle interior of root ball. No structural Only absorbing roots reach the n r th 0 abso b oo s eac eea e where top- Y g � (Several most root roots are horizontal and reach the root ball periphery near top of the root ball. Structural codominant REJECTABLE emerges the top of the root ball. roots mostly wrap or are deflected on the leaders) from trunk. root ball interior. The point where top -most root(s) emerges from the trunk (root collar) should be within the REVISIONS top 2" of substrate. The root collar and the root ball interior should be free of defects ' `"' `'~° �" 1 02-14-24 Rev #1 A `,L:• ` : :.:.:°'_. 2 04-02-24 Rev #2 including circling, kinked, ascending, and stem girdling roots. Structural roots shall reach `� `+ 3 05-03-24 Rev #3 Q :. `:.,::.: B the periphery near the top of the root ball. .�"�•�' �� ' -�"� Q 4 12-11-24 Rev #4 V `'r 5 02-19-25 Rev #5 ` e B Example A A B Aspect Ratio i Root ball periphery. 2.5011 1.8011 0.72 Structural roots descend into root ball interior. No structural Structural roots circle and do not radiate from the roots are horizontal and reach the root ball periphery near the trunk. MBL JOB NO. Q 2.0" 2.0" 1.0 top of the root ball. 2.5011 2.011 0.80 200012 ` CONSTRUCTION 4.0" 3.0" 0.75 DOCUMENTS Aspect ratio is �S Structural roots •��'` Jan. 17, 2024 greater than Aspect ratio of B:A greater than Structural root :.;::�:.•.::;>••Structural or equal to 0.66 as measured growing tangent root 0.66. 1" above the top of the branch (parallel) o run. union. \ (p ) ttrunk. circling. SHEET Notes: Absorbing roots Roots radiate from trunk and reach side of CONTENTS Structural roots missing from one side, 1- Aspect ratio shall be less than 0.66 on all branch unions. Aspect ratio is the diameter of branch root ball without defecting down or around. Structural roots primarily row to one side. and/or row tangent to trunk. (B) divided by the diameter of the trunk (A) as measured 1" above the top of the branch union. p Y 9 g g LANDSCAPE DETAILS 2-Any tree not meeting the crown observations detail may be rejected. Notes: 1- Observations of roots shall occur prior to acceptance. Roots and soil may be removed during the observation process; substrate/soil shall be replaced after the observations have been completed. 2- See specifications for observation process and requirements. SHEET ACCEPTABLE STREET TREE CROWN 2 ACCEPTABLE STREET TREE ROOT BALL - FIELD GROWN L2.0 SCALE: NTS L 2 , 0 SCALE: NTS THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© LANDSCAPE NOTES 1. CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL UTILITIES PRIOR TO STARTING ANY WORK, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ARKANSAS ONE -CALL TO CONFIRM ALL UTILITIES. 2. ALL PLANTS MUST BE HEALTHY, VIGOROUS AND FREE OF PESTS AND DISEASE. 3. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 4. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED ON THE PLANT LIST. 5. ALL REQUIRED TREES SHALL BE 2" MINIMUM CALIPER WITH A SINGLE DOMINATE CENTRAL LEADER. MULTI-LEADERED TREES WILL NOT BE ACCEPTABLE WITHOUT PRIOR APPROVAL FROM URBAN FORESTRY. 6. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED, UNLESS SPECIFIED OTHERWISE, AND MUST MEET ALL REQUIREMENTS SPECIFIED ON PLANS. 7. ALL TREES AND SHRUBS SHALL BE INSTALLED PER STANDARD CITY OF FAYETTEVILLE PLANTING DETAILS. 8. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER CONSTRUCTION. 9. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED WITH A 4" LAYER OF ORGANIC HARDWOOD MULCH. MULCH SHALL NOT BE PLACED IMMEDIATELY ADJACENT TO TREE TRUNKS, BUT SHALL BE KEPT AT LEAST 3" FROM ROOT COLLAR AT THE SOIL LINE. 10. ALL PROPOSED PLANTING AREAS COVERED BY GRASS SHALL HAVE THE SOD COMPLETELY REMOVED BEFORE PLANTING BEGINS. 11. ALL PLANTING BEDS SHALL BE CONTAINED BY EDGING MATERIAL OTHER THAN VEGETATION. 12. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION AT NO COST TO THE OWNER. 13. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 14. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING MATERIAL (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) IN ALL PLANTING AREAS AND LAWN AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER. 15. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 16. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 17. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE OF ANY LAYOUT DISCREPANCIES PRIOR TO ANY PLANTING. LOCATE ALL UTILITIES AND SITE LIGHTING CONDUITS BEFORE CONSTRUCTION BEGINS. 18. ALL DISTURBED AREAS SHALL BE SEEDED WITH A GRASS SEED MIX CONSISTING OF 70% TURF TYPE FESCUE, 20% PERENNIAL RYE, AND 10% BERMUDA GRASS AT 5 POUNDS PER 1,000 FEET, UNLESS OTHERWISE SPECIFIED ON PLANTING PLAN. 19. CONTRACTOR SHALL PROVIDE DRIP IRRIGATION SYSTEM TO ALL PLANT MATERIALS. CONTRACTOR IS TO SUBMIT SHOP DRAWINGS OF IRRIGATION SYSTEM DESIGN FOR LANDSCAPE ARCHITECT REVIEW AND APPROVAL PRIOR TO INSTALLATION OF SYSTEM. 20. MAINTENANCE: THE CURRENT OWNER OF THE PROPERTY SHALL BE RESPONSIBLE FOR THE ONGOING MAINTENANCE OF REQUIRED LANDSCAPING. 21. LIVING MATERIAL, SUCH AS LAWN, GRASS OR HERBACEOUS GROUNDCOVERS LIKE JUNIPER OR LIRIOPE, ETC., SHALL COVER MINIMUM OF EIGHTY PERCENT OF THE PLANTING ISLANDS. ONE HUNDRED PERCENT OF LIVING MATERIALS IS STRONGLY ENCOURAGED. 22. REPLACEMENT LANDSCAPING: REQUIRED LANDSCAPING THAT DIES OR IS DAMAGED SHALL BE REMOVED AND REPLACED BY THE CURRENT OWNER OF THE PROPERTY. THE OWNER SHALL HAVE 60 DAYS FROM THE RECEIPT OF WRITTEN NOTICE ISSUED BY THE CITY TO REMOVE AND REPLACE ANY REQUIRED LANDSCAPING THAT DIES OR IS DAMAGED. 23. THREE (3) YEAR MAINTENANCE SURETY SHALL BE DEPOSITED FOR EACH REQUIRED STREET AND MITIGATION TREE. 24. ANY STRUCTURAL SOIL REQUIRED MUST BE INDICATED ON PLAN, HAVE CERTIFIED DOCUMENTATION, AND BE INSPECTED BY URBAN FORESTER AT TIME OF INSTALLATION. 25. MAINTAIN 5' MIN HORIZONTAL SEPARATION BETWEEN TREE PLANTINGS AND UTILITY LINES. 26. ALL PLANTING DETAILS ARE ACCORDING TO THE CITY OF FAYETTEVILLE LANDSCAPE MANUAL. 27. TREES SHALL NOT BE TOPPED AT ANY TIME AND PROPER TREE PRUNING TECHNIQUES AS ESTABLISHED BY THE LATEST EDITION OF ANSI A300 "STANDARDS FOR TREE CARE" SHALL BE UTILIZED FOR MAINTENANCE PURPOSES. 28. HEALTHY TREES SHALL NOT BE REMOVED AT ANY TIME AND PROPER TREE PRUNING TECHNIQUES AS ESTABLISHED BY THE LATEST EDITION OF THE ANSI A300 "STANDARDS FOR TREE CARE" SHALL BE UTILIZED FOR MAINTENANCE PURPOSES. %4` PLANT SCHEDULE - TREES COMMON NAME SCIENTIFIC NAME SIZE QTY REMARKS Blackgum Nyssa sylvatica 2-3" CAL 3 Strong Central Leader Holly- Eagleston IlexxAttenuata 2-3" CAL 4 Strong Central Leader Magnolia - Sweetbay Magnolia virginiana 2-3" CAL 3 Strong Central Leader Redbud Cercis canadensis 5'-6' HT 7 Strong Central Leader Serviceberry Amelanchierx grandiflora'Autumn Brilliance' 8-10' TALL 3 Multi -Stem PLANT SCHEDULE - SHRUBS COMMON NAME SCIENTIFIC NAME SIZE QTY REMARKS Beautyberry Callicarpa americana 3 GAL 17 PLANT SCHEDULE - GRASSES, PERENNIALS & GROUNDCOVERS COMMON NAME SCIENTIFIC NAME SIZE QTY REMARKS Blazing Star Liatris spicata PLUG 145 12" O.C. Echinacea - Purple Echinacea purpurea PLUG 145 12" D.C. Evening Primrose - Pink 0enotheraspeciosa PLUG 145 12" O.C. Sedge -Oak Carexalbicans PLUG 270 12" O.C. Switchgrass - Shenandoah Panicum amarum 'Shenandoah' PLUG 37 12" O.C. Wild Indigo Baptisiatinctoria PLUG 11 12" O.C. CONCRETE WALK NOTES: 1. SIDEWALK SHALL BE DEIGNED FOR A LIVE LOAD OF ONE HUNDRED POUNDS PER SQUARE FOOT. 2. PROVIDE SOFT BRISTLE BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 3. PROVIDE EXPANSION JOINTS WHERE PAVEMENT ABUTS WALLS, CURBS, RAMPS, STAIRS, PAVEMENTS. 4. CROSS SLOPE TO DRAIN AT MAX 2% CONCRETE WALK SCALE: 1" = 14" SIDEWALK WITH EDGE PROTECTION SCALE: 1/2" = 14" SCORE JOINT 3/4" DEEP X 1/4" WIDE PATTERN AS SHOWN ON PLANS 4" WIDE EXPANSION JOINT PATTERN AS SHOWN ON PLANS. PAVEMENT SLABS BETWEEN JOINTS NOT TO EXCEED 200 SQUARE FEET REINFORCING MESH, TYP. ASTM A-185, 6X6 - W2.9X2.9 1 2" CLEAR FROM TOP OF SLAB 2" CLEAR FROM SIDES COMPACTED AGGREGATE SUBBASE MATERIAL COMPACTED SUBGRADE RAISED EDGE, HEIGHT CONSISTENT ABOVE SIDEWALK TO MATCH SLOPE ; PROVIDE WHERE DROP FROM SIDEWALK TO FINISH GRADE IS MORE THAN 12" 1" SMOOTH RADIUS ON ALL EXPOSED CORNERS, TYP #5 @ 12 O.C. (3) #5 CONTINUOUS (3) #5 BARS CONTINUOUS AT BOTTOM WITH #4 CROSSBARS EVERY 24", TYP 12"X24" CONTINUOUS FOOTING BEARING DIRECTLY ON NATIVE WEATHERED SHALE MIN 24" BELOW FINISHED GRADE FOR FROST, BUT DEPTH DETERMINED BY APPROVED BEARING MATERIAL BY GEOTECHNICAL ENGINEER IN THE FIELD, TYP ; PROVIDE FOOTER WHEN EXPOSED TURNDOWN HEIGHT IS MORE THAN 9" AKE ONLY IF NECESSARY AND AS DIRECTED THE PROJECT MANAGER ROOT FLARE SHALL BE SET AT OR SLIGHTLY ABOVE FINISHED GRADE. STRUCTURAL ROOTS SHALL BE WITHIN 3" OF PLANTING. GRADE NO MORE THAN 4" FROM TRUNK. AFTER TREE IS DETERMINED PLUMB, STABILIZE ROOT BALL WITH 1/4 BACKFILL, TAMPED AND WATERED IN. CUT BACK WIRE BASKET TO STABILIZE BASE. UNTIE BURLAP AND REMOVE TO BASE PINE NEEDLE STRAW MULCH, 4" DEEP TREE PIT TOPSOIL BACKFILL. SCARIFY SIDES OF TREE PIT UNDISTURBED SUBGRADE 1'-0'I MIN. ALL SIDES TREE PLANTING DETAIL SCALE: NTS 3'-0" OR AS PER REFER TO PLANTING PLAN SCHEDULE FOR SPACING SHRUBS + ORNAMENTAL GRASSES PINE STRAW MULCH, 4" DEEP PLANTING SOIL 12" DEEP 4" DEEP SAUCER SHRUB PLANTING PIT TO BE EQUAL TO DEPTH OF ROOT BALL AND 2 x WIDTH OF ROOT BALL; SCARIFY PIT EDGES SCARIFY BOTTOM OF PLANTING AREA D1►11164 IN �I01111:Ie1:l191] I SHRUB + ORNAMENTAL GRASS PLANTING DETAIL SCALE: NITS 1 I-0" OR AS PER PLAN REFER TO PLANTING SCHEDULE FOR SPACING GROUNDCOVER PLANTING SCALE: NTS PINE STRAW MULCH 4" DEEP GROUNDCOVER / PERENNIAL IN STAGGERED ROWS r_ O a L i N - •- i � +r N ti LL O V i O �- LU Q N U O >, LL M C� O REVISIONS 1 02-14-24 Rev # 1 2 04-02-24 Rev #2 3 05-03-24 Rev #3 4 12-11-24 Rev #4 5 02-19-25 Rev #5 MBL JOB NO. 200012 CONSTRUCTION DOCUMENTS Jan. 17, 2024 SHEET CONTENTS LANDSCAPE+ SITE DETAILS SHEET L2.1 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© z 0 I z 0 UrCI I IU/HL I-000 I LUINL ' 1 FOOT PER 1 INCH TRUNK DIAMETER ROOT PRUNING DETAIL SCALE: 112" = 1'41 CRITICAL ROOT ZONE 1 FOOT PER 1 INCH TRUNK DIAMETER FENCING 6' T-POST AT 8' O.C. Il1111211111 ROOT PRUNING TRENCH DRIP LINE TREE PROTECTION FENCE ROOT PRUNING TRENCH p ROOT PRUNING NOTES: 1. EXPOSE ROOTS IN LOCATIONS TO BE CUT BY 6" MAX. REMOVING SOIL WITH AN AIR SPADE. 2. CLEANLY HAND CUT EXPOSED ROOTS. 3. IMMEDIATELY BACKFILL OPEN TRENCH. (DO NOT LEAVE ROOTS EXPOSED FOR AN EXTENDED PERIOD TO AVOID HARMFUL DRYING AND/OR FREEZING. FENCING 6' T-POST AT 8' O.C. DRIP LINE DRIP LINE ORANGE SAFETY FENCE USE ZIP TIES TO SECURE FENCE TO T-POST STAKING 6' METAL T-POST AT 8' O.C. MAX. Q,�0DS a� 4 � ALLISO HU D LAN N0.9052 OKANSPPS S =� n Y w c, �o N CV H_ C Q = U N U 2 = rn rl- Q z- J T In Co LL (V s_yt, r_ .O Q Q �o O 4 N ti N LL O C) C) O r W Q _ a) o o U O N N >1 LL m s OC O REVISIONS 1 02-14-24 Rev # 1 2 04-02-24 Rev #2 3 05-03-24 Rev #3 4 12-11-24 Rev #4 5 02-19-25 Rev #5 MBL JOB NO. 200012 CONSTRUCTION DOCUMENTS Jan. 17, 2024 SHEET CONTENTS TREE PRESERVATION DETAILS SHEET L2.2 TREE PRESERVATION FENCE DETAIL SCALE: 112" = 1'-0" THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© NOTES: 1. NO WASHING OUT OF CONCRETE TRUCKS OR WASHING OF SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS IS ALLOWED. 2. EXCESS CONCRETE IS NOT ALLOWED TO BE DUMPED ON SITE, EXCEPT IN DESIGNATED TEMPORARY CONCRETE WASHOUT PIT AREAS. 3. ON SITE TEMPORARY CONCRETE WASHOUT AREAS SHALL BE LOCATED AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATER BODIES. 4. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT UANTITY AND SI E TO CONTAIN ALL LI UID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. 5. WASHOUT FACILITIES SHALL BE CLEANED OUT OR REPLACED ONCE THE WASHOUT IS 75 FULL. PLASTIC LINING MATERIAL SHALL BE MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHALL BE FREE OF HOLES, TEARS, OR OTHER DEFECTS. 7. WHEN WASHOUT FACILITIES ARE NO LONGER RE UIRED FOR WORK, THE HARDENED CONCRETE SHALL BE REMOVED AND DISPOSED OF OFFSITE. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY i.e. PERMITTED FACILITY OR RECYCLED. 5 MIN 2 MIL 0 ERD EEJ PLASTIC 0� LINER STAKES O 0 TYP z Lo O 0 0 0 SANDBAG 0 0 0 IED � I 2 LAYERS OF MIL PLASTIC LINER TRAW BALES PLAN STAKE THROUGH PLASTIC OTHER MATERIAL 2 LAYERS OF MIL MAY BE USED PLASTIC LINER AS APPROVED BY BINDING WIRE CITY STRAW BALES NATIVE MATERIAL OPTIONAL CONCRETE 45" 24" PAINTED WHITE PLYWOOD BLACK LETTERS " HEIGHT WOOD POSTS 4" 4" SECTION SANDBAG WOOD OR SANDBAG CONCRETE WASHOUT METAL STAKES SIGN DETAIL 5 STRAW BALE CONCRETE WASHOUT L-2.3 SCALE: NTS 1 "MIN SEDIMENT LOG '4*�GUTTER CURB CURB INLET CONCRETE BLOCK` A PLAN SEDIMENT LOGS SHALL HAVE A MIN. WEIGHT PER LINEAR FOOT OF 4.5 LBS AND SHALL EXCLUDE STRAW OR SAND MEDIA. SEDIMENT LOG CONCRETE BLOCK MAINTAIN ACCESS COVER FOR INSPECTION PAVEMENT CONCRETE GUTTER SUB GRADE SECTION A A NOTES: CURB INLET EXAMPLES OF ACCEPT COMMERCIALLY AVAIL/ SEDIMENT LOGS ARE: 1. SILT SOCK 2. BIG RED 3. EROSION EEL FILTERED WATER 1. PLACE DEVICES AROUND PERIMETER OF GRATE AREA INLET, WITH ENDS OF ADJACENT SEDIMENT LOGS OVERLAPPING 12" MIN. 2. PLACEMENT OF DEVICES SHALL EXTEND 12" MIN BEYOND THE LIMITS OF THE CURB INLET STRUCTURE ON BOTH SIDES. 3. IF ROAD OR PARKING AREA IS OPEN TO PUBLIC, VERIFY SUITABILITY OF BMP WITH CITY OF FAYETTEVILLE ENGINEERING DIVISION. MAINTENANCE NOTES: 4. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN OR UPGRADIENT OF THE INLET. 7. ANY SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BE REMOVED AS SOON AS PRACTICABLE BUT NOT LATER THAN 3 DAYS AFTER DISCOVERY. INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW RATES THAT MAY CAUSE DOWNSTREAM FLOODING. 9. CONTACT THE PUBLIC WORKS INSPECTOR AND OR ENGINEER FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED. 10. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. SEDIMENT LOG CURB INLET PROTECTION SCALE: NTS LEAVE 2 TO 3 INCHES OF STAKE STICKING UP ABOVE THE TUBE. BACKFILL AND COMPACT LOOSE MATERIAL UPSTREAM OF TUBE. W Y H STAPLE N MIN STAPLES PLACED EMBEDMENT ABOUT1INCH UPSTREAM OF TUBE. TUBES MAY BE INSTALLED BEFORE OR AFTER THE INSTALLATION OF ROLLED EROSION CONTROL PRODUCTS. BEFORE INSTALLATION OF TUBE, SMOOTH AND SHAPE EARTH SURFACE AND REMOVE ALL STONES, ROOTS, OR OTHER DEBRIS GREATER THAN 2 INCHES IN DIAMETER. SEDIMENT LOGS SHALL HAVE A MIN. WEIGHT PER LINEAR FOOT OF 4.5 LBS AND SHALL EXCLUDE STRAW OR SAND MEDIA. IF INSTALLING TUBE ACROSS A DITCH, THEN EXCAVATE A PLACEMENT TRENCH ABOUT 3 INCHES DEEP. TO INCH WIRE OVERLA STAPLES SPACED 1 FOOT IIN ON CENTER. V TUBES STAKES SPACED 10 FOOT PRESS DOWNSTREAM EDGE ON CENTER IN AND AT OVERLAP AND IN OF PLUMPED UP TUBE CHANNELS. ABOUT 1 INCH UPSTREAM AND DRIVE STAKES INTO PLAN THIS INDENTATION. GENERAL GUIDELINES FOR SPACING OF TUBE TRENCHES FOR SLOPE INSTALLATIONS SLOPE GRADIENT TUBE INTERVAL 1H:1V 15 FEET 2H:1V 25 FEET 3H:1V 35 FEET 4H:1V 50 FEET GENERAL GUIDELINES FOR SPACING OF TUBE TRENCHES FOR CHANNEL INSTALLATIONS SLOPE TUBEINTERVAL 2 25 FEET SEDIMENT LOG MAINTENANCE AND INSTALLATION NOTES: EXAMPLES OF ACCEPTABLE COMMERCIALLY AVAILABLE SEDIMENT LOGS ARE: 1. SILT SOCK 2. BIG RED 3. EROSION EEL 1. SEDIMENT LOGS SHALL BE INSPECTED ALONG ITS ENTIRETY AND MUST BE CLEANED WHEN SEDIMENT HAS ACCUMULATED TO ONE THIRD THE HEIGHT OF THE SEDIMENT LOG. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE THIRD THE HEIGHT OF THE SEDIMENT LOG. 2. SPECIAL ATTENTION SHOULD BE PAID TO ENSURE THAT NO UNDERMINING OF SEDIMENT LOG HAS OCCURRED AND THAT NO BYPASS IS OCCURRING AT JOINING SECTIONS. 3. IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF A SEDIMENT LOG, THE CONTRACTOR SHOULD IMPLEMENT ADDITIONAL UPSTREAM STABILI ATION MEASURES OR ADDITIONAL BMPS TO PREVENT EXCESSIVE BUILDUP ON SEDIMENT LOG. 4. SEDIMENT LOG SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED RUN OVER OR FLATTENED. SEDIMENT LOG DETAIL SCALE: NTS i - / A G / C' OP " MIMIMUM 3" " CLEAN STONE FILTER FABRIC DIVERSION RIDGE RE UIRED WHERE GRADE EXCEEDS2 ROADWAY NOTES: SECTION A A \s M�ti�MU M 2 Or -wiG:-R�EATER FILTER FABRIC 1. REPLACE CONTAMINATED STONE AS RE UIRED TO PREVENT TRACKING OF SEDIMENT OR MUD ON PUBLIC STREETS. 2. CLEAN STREETS DAILY WITH BROOM NO POWER BROOM AND SHOVEL. THE USE OF WATER IS PROHIBITED. 3. ALL VEHICLES MUST USE CONSTRUCTION EXIT. 4. IF WHEEL WASHING IS RE UIRED, IT SHALL BE DONE ON AN AREA STABILI ED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 1 CONSTRUCTION EXIT SCALE: NTS ATTACH THE SILT FENCE FABRIC AND WOVEN OR WELDED WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS SEE NOTE 2 SILT FENCE FABRIC OVER WIRE FENCE SILT FENCE FABRIC TO BE FASTENED SECURELY TO WOVEN OR WELDED WIRE FENCE WITH THREE TIES HORI ONTALLY SPACED AT 30" ON CENTER TYP. UNLESS MANUFACTURED TOGETHER WHEN NECESSARY TO CONTINUE POSTS: STEEL T OR U TYPE. S 5 FENCE, OVERLAP SILT FENCE FABRIC FENCE: WOVEN OR WELDED WIRE, 14 POST M GA., "X "MAX. MESH OPENING AX C AND WOVEN OR WELDED WIRE � FABRIC: MIN. RE UIREMENTS FABRIC GRAB TENSILE 90LBS MIN �Pp Tg 6E�AXROCS TWO POSTS PERMITTIVITY STABISEC LITY TY 170 4 "MIN. STEEL POSTS 0" APPARENT OPENING 0. 0 COMPACTED BACKFILL F`O IIII A- LIW SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE FABRIC TO ADJACENT STAKES WITH THREE WIRE TIES WOVEN OR WELDED WIRE FENCE WITH SILT FENCE FABRIC COVER WOODEN SLAT TIED TO STAKE WITH TWO ADDITIONAL TIES AT INSIDE CORNERS ONLY COMPACTED I IIII w F'0`" lru TIE BACK STEEL POST WIRE FENCE TIEBACKS TYP. '4§� WOODEN SLAT SILT FENCE FABRIC Z_ INSIDE CORNER PLAN VIEW N FINISHED GRADE BACKFILL "X "TRENCH EXTEND WOVEN OR FLOW WELDED WIRE A MIN. OF " INTO TRENCH �A �A VA VA UNDISTURBED GROUND EMBEDDED SILT FENCE SLOPE DIRECTION FABRIC MIN. INTO GROUND W " LAID ALONG CDI BOTTOM OF TRENCH. SOIL cm SLICING IN ACCORDANCE \a I� WITH ASTM D 4 2 .2.2 IS ALSO ACCEPTABLE. NOTE: FOR SLOPES 3:1 A A SECTION AND GREATER USE 0" T POST AND EMBED POST FOR SLOPES LESS 30" MIN. THAN 3:1 SLOPE DIRECTION MIN. ON SLOPES 3H:1V OR GREATER, DRIVEN MIN. 20" INTO GROUND MIN. 30" ON SLOPES 3H:1V OR GREATER. WOVEN OR WELDED WIRE FENCE ADJUST POST SPACING SUCH THAT A VERTICAL WIRE IS AT POST LAND SLOPE TO FLOW LENGTH IIII LAND SLOPE MAX. SHEET FLOW DISTANCE TO FENCE I I Hill 5:1 OR LESS 100 FT Lul 4:1 75 FT 3:1 50 FT 2:1 25 FT 270 I 2 9- 10 MIN. JHO �O 2 575 IN. O H �w 2 7 U 2 SEE NOTE 10 2 PLAN: J HOOK INSTALLATION SLOPE DIRECTIONS VALLEY SLOPE DIRECTION DAM PLAN: PLACEMENT ON ONE SLOPE SLOPE DIRECTIONS PLAN: PLACEMENT FOR PERIMETER PLAN: PLACEMENT FOR PERIMETER PLAN: PLACEMENT ON TWO SLOPES PLAN: PLACEMENT ON TWO SLOPES CONTROL CONTROL INSTALLATION NOTES: 1. MATERIALS AND INSTALLATION SHALL COMPLY WITH ASTM D 4 2 LATEST EDITION. 2. INSTALL SILT FENCE AT A FAIRLY LEVEL GRADE ALONG THE CONTOUR WITH THE ENDS CURVED UPHILL TO PROVIDE SUFFICIENT UPSTREAM STORAGE VOLUME FOR THE ANTICIPATED RUNOFF. 3. ATTACH THE GEOTEXTILE OR FABRIC TO THE WOVEN OR WELDED WIRE FENCE WITH THREE WIRE TIES OR OTHER FASTENERS HORI ONTALLY SPACED EVERY 30", ALL SPACED WITHIN THE TOP " OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. AT EACH POST, ATTACH THE GEOTEXTILE OR FABRIC AND THE WOVEN OR WELDED WIRE FENCE TO THE POST AS PREVIOUSLY STATED. IN ADDITION, EACH TIE PLACED ON A POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING. 4. WHEN TWO SECTIONS OF SILT FENCE FABRIC ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED A MINIMUM OF 0" ACROSS TWO POSTS, AS SHOWN. 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT. WRAP APPROXIMATELY " OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. 7. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 0 POUNDS PER S . INCH. COMPACT THE UPSTREAM SIDE FIRST. COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS. ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE AGENCY RE UIREMENTS. J HOOK NOTES: 9. J HOOKS SHALL BE USED WHENEVER THE SILT FENCE LINE IS INSTALLED AT AN ANGLE OF 30 DEGREES OR GREATER FROM PARALLEL TO CONTOURS. 10. START DOWN GRADIENT SILT FENCE LINE AS CLOSE AS POSSIBLE TO UP GRADIENT J HOOK. MAINTENANCE NOTES: 11. SILT FENCES SHALL BE INSPECTED ALONG ITS ENTIRETY AND MUST BE CLEANED WHEN SEDIMENT HAS ACCUMULATED TO ONE THIRD THE HEIGHT OF THE SILT FENCE. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE THIRD THE HEIGHT OF THE SILT FENCE. 12. SPECIAL ATTENTION SHOULD BE PAID TO ENSURE THAT NO UNDERMINING OF SILT FENCE HAS OCCURRED AND THAT NO BYPASS IS OCCURRING AT JOINING SECTIONS. 13. IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF SILT FENCE, THE CONTRACTOR SHOULD IMPLEMENT ADDITIONAL UPSTREAM STABILI ATION MEASURES OR ADDITIONAL BMPS PENDING CITY APPROVAL TO PREVENT EXCESSIVE BUILDUP ON SILT FENCE. 14. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. 2 SILT FENCE WITH WIRE BACKING SCALE: NTS i .0 Q L C me V Q •- i �o N 4N�ti N 4-0 a) LL E t0' C U moo/ L.f_ LLl Q � . \ 4-0(A C) O N �1 LL m U Id^�+ W O REVISIONS 1 02-14-24 Rev # 1 2 04-02-24 Rev #2 3 05-03-24 Rev #3 4 12-11-24 Rev #4 5 02-19-25 Rev #5 MBL JOB NO. 200012 CONSTRUCTION DOCUMENTS Jan. 17, 2024 SHEET CONTENTS CITY STANDARD DETAILS SHEET L2.3 THESE DRAWINGS AND SPECIFICATION ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© SIDEWALK CONSTRUCTION NOTES: 1. SIDEWALK SHALL HAVE TOOLED OR SAW CUT TRANSVERSE JOINTS AT INTERVALS E UAL TO THE WIDTH OF SIDEWALK 5 TYP.. THESE WEAKENED PLANE CONTRACTION JOINTS SHALL BE CONSTRUCTED TO 1 4 DEPTH OF THE SIDEWALK THICKNESS AND SHALL BE 1 " TO 3 " WIDE. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. 3. CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF .5 BAGS er C. Yd. WITH 5 1 2 1 1 2 AIR ENTRAINMENT. 4. EXPANSION JOINT MATERIAL SHALL BE PREFORMED ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO AASHTO M 213. EXPANSION JOINT MATERIAL SHALL BE LEFT 1 2" LOWER THAN GRADE OR TRIMMED 1 2" LOWER, AND FILLED WITH SILICONE SEALER TO FINISHED GRADE. 5. ALL COLD JOINTS AND SAW CUT JOINTS SHALL BE FILLED TO FINISHED GRADE WITH JOINT SEALANT. CONCRETE CURING COMPOUND SHALL BE SEALTIGHT 1 00 WHITE MANUFACTURED BY W.R. MEADOWS, OR AN APPROVED E UAL. 7. CONCRETE JOINT SEALANT SHALL BE SONNEBORN "SONOLASTIC SLI" OR AND APPROVED E UAL. CLOSED CELL BACKER ROD SHALL BE USED IN DEEP JOINTS, AS NEEDED, ACCORDING TO THE MANUFACTURERS INSTRUCTIONS. ALL SIDEWALKS SHALL HAVE ONE HALF INCH ROLLED EDGES AND A BROOMED FINISH. 9. SEE STANDARD DRIVEWAY DETAILS FOR SIDEWALK CONSTRUCTION THROUGH DRIVEWAYS. 10. WHERE LONGITUDINAL RUNNING SLOPE OF SIDEWALK EXCEEDS 5.0 , THE SIDEWALK SHALL MATCH THE SLOPE OF THE ADJACENT ROADWAY. 11. LANDING RE UIRED WHEN SIDEWALK CHANGES DIRECTION DUE TO AN OBJECT E.G. TELEPHONE LIGHT POLE, MANHOLE, ETC. 12. ALL SIDEWALKS RE UIRE INSPECTION BEFORE AND AFTER CONCRETE PLACEMENT. CONTACT THE ENGINEERING DIVISION 575 20 TO SCHEDULE AN INSPECTION. 13. MINIMUM EFFECTIVE WIDTH FOR SIDEWALK IS 5 FEET. SEE UNIFIED CODE SECTION 171.14 FOR GUIDANCE. 3 "BACKER ROD "T" 1 4 SLAB THICKNESS 1 2" JOINT SEALANT DETAIL 1 2" EXPANSION MATERIAL ASPHALT IMPREGNATED FIBERBOARD " A Cl I I-rf'% M213 WITH TOP HALF INCH ITH SILICONE JOINT SEALER USED AT COLD JOINTS AND RES. 4" PORTLAND CEMENT CONCRETE OR APPROVED COMPACTED MATERIAL ELEVATION SIDEWALK WITH GREENSPACE SCALE: NTS GREENSPACE ONE UARTER DEPTH I INCH WEAKENED PLANE JOINTS OR SAW CUT JOINTS SHALL BE PLACED IN SIDEWALK AT INTERVALS E UAL TO THE WID' OF SIDEWALK. TYP. CURB GUTTER GREENSPACE 1 to 3 TYP. PLAN TYP. SIDEWALK SIDEWALK AND GREENSPACE WIDTHS MAY VARY BASED ON CURRENT MASTER STREET PLAN OR APPROVED SUBDIVISION PLAT. CONFIRM DIMENSIONS PRIOR TO CONSTRUCTION TYP. SIDEWALK SECTION A A 1 1 TYP. 1 1 FLAT 2 MAX. -000" TYP. QVp,NDSCgpF ALLISO y HL' D -1 LAN kO.9052 Y 4RKANSN" w 70 c, �o N N ~ U ti H_ cof = C)CD ai Q m z— J T d CO LL N r- O Q L Q � � O 4 O N ti N > LL 0 V C) O w Q _ .> O O U O N N >1 IL m S V R O REVISIONS 1 02-14-24 Rev # 1 2 04-02-24 Rev #2 3 05-03-24 Rev #3 4 12-11-24 Rev #4 5 02-19-25 Rev #5 MBL JOB NO. 200012 CONSTRUCTION DOCUMENTS Jan. 17, 2024 SHEET CONTENTS SITE DETAILS SHEET L2.4 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© TREE PLANTING, TYP 3/4" CHAMFER, TYP SOD, TYP SIDEWALK, TYP UNCOMPACTED NATIVE TOPSOIL TO 30" DEPTH . STOCKPILED AND REUSED TOPSOIL FROM ELSEWHERE ON THE PROJECT SITE CAN BE USED WITH APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO STOCKPILING TREE LAWN, TYP SCALE 112" 1' BOULDER STEPS LAST BOULDER TO BE WITHIN 6" BELOW SIDEWALK LANDING BOULDER STEPS TO PATH TRANSITION SCALE: 1/2" 1' 8" a 0 Lu 112" CL STEEL EDGING SCALE: 1" = 14" 3/4" CHAMFER, TYP 4" PINE STRAW MULCH SURFACE TO BE 1" BELOW ADJACENT SIDEWALK, WHERE APPLICABLE UNCOMPACTED NATIVE TOPSOIL TO 30" DEPTH STOCKPILED AND REUSED TOPSOIL FROM ELSEWHERE ON THE PROJECT SITE CAN BE USED WITH APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO STOCKPILING BOULDER SPECIFICATIONS + PLACEMENT NOTES 1. PLACEMENT OF NATIVE FIELDSTONE STEPS + BOULDERS IS INTENDED TO CREATE A SCRAMBLE THAT PROTECTS NATIVE STONE STEPS, DIMENSIONS VARY AGAINST EROSION WHILE CREATING OPPORTUNITIES FOR CLIMBABLE PARK ACCESS (AT USERS' OWN RISK). 6" MINIMUM HEIGHT, 10" MAXIMUM HEIGHT 2. THE PLACEMENT OF INDIVIDUAL STONES WILL NECESSARILY DEPEND ON THE SIZE + SHAPES AVAILABLE. THE 18" MINIMUM DEPTH, 3' MINIMUM LENGTH, MASON HAS FLEXIBILITY TO ADAPT TO USABLE MATERIAL. DRAWINGS HERE SHOW DESIGN INTENTION. PLACEMENT TO BE DETERMINED BY 3. PRE -CONSTRUCTION COORDINATION BETWEEN CONCRETE CONTRACTOR, MASON, AND LANDSCAPE ARCHITECT LANDSCAPE ARCHITECT IS ESSENTIAL. MINIMUM 6" COMPACTED AGGREGATE 4. ALL STONES SHALL BE FIXED IN PLACE. SUBBASE MATERIAL, TYP I 5. ALL NATIVE STONE TO BE SOURCED FROM SAME OR SIMILAR LOCAL SOURCES. FIELDSTONE VENEER, BEAM COMPACTED SUBGRADE, TYP ROCK, AND LANDSCAPE BOULDERS TO BE FROM FLAGSTONE HEIGHTS, PRAIRIE GROVE, OR APPROVED \� = ALTERNATE. STONE SHOULD RESEMBLE WEATHERED FIELDSTONE, DISPLAYING A RANGE OF COLORS FROM BROWNS TO WARM GRAYS AND WITH SURFACE TEXTURE AND VARIATION. REPRESENTATIVE SAMPLES FOR EACH /\\//\\/j STONE TYPE LISTED BELOW SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO \\\\\\�\\`\\`'\�`'\\`\\`\\,' CONFIRMING STONE ORDER. \ 6. LANDSCAPE BOULDERS: STONE SHALL BE HARD, DURABLE LANDSCAPE BOULDERS, IRREGULAR IN SHAPE, �//�//�//�//� RESISTANT TO WEATHERING AND TO WATER ACTION, FREE FROM OVERBURDEN, SPOIL, SHALE, AND ORGANIC \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ MATERIAL. NEITHER BREADTH NOR THICKNESS OF ANY SINGLE STONE SHALL BE LESS THAN ONE-THIRD ITS \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ LENGTH. RECTANGULAR, ANGULAR STONE, SHALE, AND STONE WITH SHALE SEAMS ARE NOT ACCEPTABLE. 7. LANDSCAPE BOULDER SIZING VARIETY MINIMUMS: 7.1. 20% MUST BE A MINIMUM OF 3' LONG x 2' DEEP AND TALL 7.2. 20% MUST BE A MINIMUM OF 4' LONG x 2' DEEP AND TALL FINAL STEP TO JOIN NATIVE TURF 7.3. 20% MUST BE A MINIMUM OF 5' LONG x 2' DEEP AND TALL 4 BOULDER STEPS 7.4. 20% MUST BE A MINIMUM OF 6' LONG x 2' DEEP AND TALL 7.5. 20% MUST BE A MINIMUM OF 7' LONG x 2' DEEP AND TALL L2.5 SCALE: 1/2" = 1' 8. LANDSCAPE ARCHITECT TO APPROVE VARIETY, QUALITY, AND SELECTION PRIOR TO BOULDER ACCEPTANCE. PLANTING BED, TYP SCALE 112" 1' NATIVE STONE SEATING, DIMENSIONS VARY 16" - 24" HEIGHT EXPOSED ABOVE GRADE 20" MINIMUM DEPTH, 4' MINIMUM LENGTH, 10' MAXIMUM LENGTH; PLACEMENT TO BE DETERMINED IN FIELD BY LANDSCAPE ARCHITECT SOD WITHIN EXTENT OF AREA DISTURBED DURING INSTALLATION, TYP MINIMUM 4" BELOW GRADE, TYP MINIMUM 6" COMPACTED AGGREGATE SUBBASE MATERIAL, TYP COMPACTED SUBGRADE, TYP 8" LAP JOINT SLOTS; PUNCHED OUT HOT -ROLLED STEEL PLATE 1/4" THICK METAL STAKE 1. ALL ANGLES, ARCS, & RADII SHALL BE MECHANICALLY BENT BOULDER SEATING SCALE: 1/2" = 1' 8" 3/16" PLAN 8" ELEVATION Q�iDS� a� ti 0 ALLISO HU D LAN NO.9052 OKANSPPS S =' n y W 70 co �CD N CV H cQ = m ai tU " = rn rl- Q z- J T d Co LL (V i ,O Q i Q � � O 4 O N ti N LL E O V CU O r w Q _ N O O U O N N N >1 LL m S V a� i O REVISIONS 1 02-14-24 Rev # 1 2 04-02-24 Rev #2 3 05-03-24 Rev #3 4 12-11-24 Rev #4 5 02-19-25 Rev #5 MBL JOB NO. 200012 CONSTRUCTION DOCUMENTS Jan. 17, 2024 SHEET CONTENTS SITE DETAILS SHEET L2.5 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© 4" CAST IN PLACE CONCRETE STAGE, LIGHT BROOM FINISH ; JOINTS AS INDICATED ON LAYOUT PLAN 1/4" SMOOTH TROWELED RADIUS CD Li w Lu Z U U o z_ #5 (AP 12"O.C. #5 CONTINUOUS @ 12" O.C. 2' MIN. DEPTH FILTER ROCK, 95% MPD COMPACTED 2" CLEAR TYP CONTINUOUS 18"X18" CONCRETE GRADE BEAM WITH (3) #4 TOP AND BOTTOM TYP 3" CLEAR TYP Unilock ECO-PRIORA PREMIER PERMEABLE PAVERS, SMOOTH PREMIER FINISH, 4 3/4 x 91/2 x 31/8" RUNNING BOND, 1/4" SPACING PERMEABLE JOINT OPENING AGGREGATE: OPEN -GRADED, CRUSHED, ANGULAR STONE; ASTM NO.8 OR 1/8 TO 3/16" GRANITE CHIP (2-5MM) 1/2" EXPANSION JOINT 1-1/2" PERMEABLE SETTING BED AGGREGATE: OPEN -GRADED, CRUSHED, ANGULAR STONE; ASTM NO.8 CONCRETE STAGE 2' MIN. DEPTH FILTER ROCK, 95% MPD COMPACTED PERMEABLE PAVERS SCALE: 1/2" - V-0" +/-1.5% SLOPE TO DRAIN .ice-_, •�.t �.. :.. � . �'�� I d 'a 7 . A d _umpw4b � X Y iYigo -iYti= •- .�Y�L�t�Y�LYT.�Y �Y _ CD CD I = I I —I' -111 1=1 I I I STAGE SECTION SCALE: 1/2" - V-0" CONTINUOUS 18"X18 CONCRETE GRADE BEAM WITH (3) #4 TOP AND BOTTOM TYP DRILL PIER CONCRETE FOOTERS MIN 6' PIER LENGTH REINFORCED WITH (6) #6 VERTICAL BARS AND #3 CIRCULAR TIES @12T.C. MINIMUM #3 CIRCULAR TIES @12" O.C. (6) #6 VERTICAL BARS PIER BEARING MUST BE APPROVED ON SITE BY GEOTECH PRIOR TO PLACEMENT OF CONCRETE DRILL PIERS SCALE: 1/2" = 1' FORMED CONCRETE BENCH, SMOOTH FINISH, 1 % SLOPE TO DRAIN 1/8" SMOOTH TROWELED RADII #5 TRAPEZOIDAL BENT BAR @ 12" O.C. (6) #5 CONTINUOUS BAR @ 12" O.C. MAX CONCRETE STAGE CONCRETE BENCH SCALE: 1/2" = 14" 3" NDS PRO SERIES CHANNEL DRAIN, LIGHT GRAY, OR APPROVED EQUAL; INSTALL PER ALL MANUFACTURER RECOMMENDATIONS 5 FORMED CONCRETE BENCH L2. SLOPE TO DRAIN AWAY FROM BENCH (2) 4" PERFORATED PIPE WRAPPED IN FABRIC SOCK, MIN. 100' LF OF PIPE TO ALLOW FREE DRAINING INTO FILTER ROCK (5) 1" WEEP HOLES @ 3O.C. ADJACENT GRADE VARIES ; SEE PLAN SAW CUT JOINTS BENCH + TRENCH DRAIN PERMEABLE PAVERS STAGE CENTERLINE OF SLAB TURNDOWN INTERIOR EDGE OF SLAB TURNDOWN BOX BEAM EXTENT DRILL PIER FOOTINGS ; LAYOUT MEASUREMENTS SHOWN TO PIER CENTERPOINTS ALIGNMENT GUIDES BETWEEN PIERS STAGE DIMENSIONS + SCORING SCALE 1/2" = 1' PIER FOOTER LAYOUT SCALE: 1/4" = 1' co 3'-711 N n� 4RKANSPPS W co O cn ~ Lu ca M U L= rn Z Co N L.L i O a L i Q N — � •— i � +r O N I` �� o v i 66 �— Lu Q O O� U C N N � LL m O REVISIONS 1 02-14-24 Rev # 1 2 04-02-24 Rev #2 3 05-03-24 Rev #3 4 12-11-24 Rev #4 5 02-19-25 Rev #5 MBL JOB NO. 200012 CONSTRUCTION DOCUMENTS Jan. 17, 2024 SHEET CONTENTS STAGE DETAILS SHEET L2.6 THESE DRAWINGS AND SPECIFICATION ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.© CONCRETE, TYP, PER CIVIL FULL DEPTH CONSTRUCTION JOINT, TYP SAW CUT PATTERN JOINT, TYP INTEGRAL CONCRETE, SikaColor-100P U49 DEEP CHARCOAL WITH GREY CEMENT, MIXED AND INSTALLED PER ALL MANUFACTURER'S RECOMMENDATIONS ROCK STREET CROSSING DETAIL SCALE 112" = 1' 2 L2.6 CONCRETE JOINT PATTERN NTS NORTH DIAMOND DOWEL SYSTEM, INSTALLED PER ALL MANUFACTURER'S RECOMMENDATIONS. 3/8" WIDE NOMAFLEX EXPANSION JOINT FILLER OR APPROVED EQUAL. UTILIZE NOMAFLEX CUTTER OR SAW CUT 3/8" WIDE JOINT FOR CONSISTENT APPEARANCE WITH SCORE JOINT PATTERN. LOCATE PER PLAN. SOFT BRISTLE BROOM FINISH PERPENDICULAR TO SIDE 3/8" WIDE SAW CUT SCORE JOINT PATTERN PER PLANS CONCRETE PAVEMENT PER CIVIL NOTE: PROVIDE ISOLATION JOINTS WHERE PAVEMENT ABUTS WALLS, CURBS, RAMPS, STAIRS, PAVEMENTS. CROSSING CONCRETE NOT TO EXCEED 50SF WITHOUT A JOINT. Q�iDS� a� 4 0 ALLISO HU D LAN N0.9052 OKANSPPS S =' n Y W 70 CM 0� O ~ v7 ~ U ~ c Q M It U L= z �- J Co LL N s_yt, r— O Q L V� N — •— 4-0 N ti �� 4-0 O C� O r— Lj Q += U O ch N LL m t t� O REVISIONS 1 02-14-24 Rev # 1 2 04-02-24 Rev #2 3 05-03-24 Rev #3 4 12-11-24 Rev #4 5 02-19-25 Rev #5 MBL JOB NO. 200012 CONSTRUCTION DOCUMENTS Jan. 17, 2024 SHEET CONTENTS ROCK ST CROSSING SHEET L2.7 THESE DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF MILLER BOSKUS LACK ARCHITECTS, P.A. USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT.©