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HomeMy WebLinkAbout20190834 Ver 1_minor/updated modification_20201008Strickland, Bev From: Heath Caldwell <heath.caldwell@wetlands-epg.com> Sent: Tuesday, October 6, 2020 1:19 PM To: Johnson, Alan; Kay, Lily C Cc: Len Rindner Subject: [External] DWR# 19-0834 Attachments: 432-015 Greenway Trail Bulletin_09.24.20.pdf, 20200924 - Solis Chestnut - Pedestrian Bridge - Revision A.pdf External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to report.spam@nc.gov Hey Alan and Lily - Attached some plan updates to the bridge crossing out at Solis Chestnut Farm. Lily, I believe you were wanting confirmation from Alan that there would be no needed changes to the 401 for these modifications to the original submitted plan. Alan, only changes here were some slight modifications to the block wall and spanning the posts further from the tops of banks at the crossing location in attempts to avoid any impacts or potential scour to supports near/within the streambed. Please review and let me know if these changes are acceptable. Thanks - Heath Caldwell Wetlands & Environmental Planning Group Leonard S. Rindner, PLLC www.wetlands-epg.com 704.999.5279 1 II i / / / / / / / CONCRETE SIDEWALK 2"x12" CONT. END JOIST MODULAR BLOCK RETAINING WALL INSET SCALE: 1/2" = 1'-0" t14 TW i' 14.00 BR 14.00 TW ±13.00 Jf I / _ I MODULAR BLOCK WALL EXTEND AS NEEDED TO CATCH GRADE \ \ \ \ TS 3/4" EXPANSION MATERIAL 2"x6" PT T&G DECKING TOP OF BANK \ TW 14.00 \ \ 14.00 \ BR 14.00 \ TW ±13.00 NOTE: SEE STRUCTURAL DRAWINGS TW\ FOR BRIDGE DETAILS 14.00 Copyright©2020 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group,PA, and are intended solely for the use fthe recipient noted. No third party use or—dif.t-is p—dm dwithout wHtt-authorization. dra DESIGN RESOURCE GROUP LANDSCAPE ARCHITECTURE CIVIL ENGINEERING TRANSPORTATION PLANNING 2459 Wilkinson Blvd, Ste 200 Charlotte, NC 28208 704µ343.0608 drgrp.-. w Z C) z Lu z 1� �C0 uS // U/ J J LIJ Q U) UX U� J O QCD a-� Q Lu N a N �Uo �ozM LLI w C�Z�� U0 =Q �U LLI GREENWAY TRAIL BULLETIN 0 10 SCALE: 1" = 10' O PROJECT #: 432-015 DRAWN BY: DK CHECKED BY: JG SEPTEMBER 24, 2020 — REVISIONS 1-1 AINTED STEEL 'I CONC. 7 BOLLARD AT SLAB -ON -GRADE v BEAM PER PLAN M 0 co M LO �r_ 6x8 PT SYP#2 SQUASH BLOCK x 12" LONG 1" DIA. HDG THROUGH BOLT SI PT COLUMN 6 TYPICAL GIRDER ATTACHEMENT TO COLUMN A A FOUNDATION PLAN NOTES: 1. SEE GENERAL NOTES FOR ADDITIONAL 3'-0" 20'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" STRUCTURAL REQUIREMENTS. 2. SOIL VAULES USED ARE BASED ON GEOTECHNICAL REPORT FOR THE BUILDING STRUCTURES. E+M RECOMMENDS THAT THE GEOTECHNICAL 5 4 ENGINEER REVIEW THE SITE OF THE PEDESTRIAN P1.0 P1.0 BRIDGE AND PROVIDE HAND AUGER BORINGS TO VERIFY THE DESIGN VALUES USED. 3. ALL REINFORCING IN FOUNDATION AND RETAINING WALL TO BE GALVANIZED OR EPDXY COATED. co ■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ 8 X33'0 . P1 P1 P2 P2 P2 P2 P2 P2 P2 0o P2 P2 iv P1.0 ■ Q O �� O O O �-O O P1 P1 P2Z24" P2 P2 P2 P2 P2 P2 P2 P2 MODULAR BLOCK WALL 0 CONC. SONOTUBE REINFORCED MODULAR BLOCK WALL PER PER CIVIL PLANS - H (6)#6 VERT. AND #4 CLOSED TIES N CONCRETE SONOTUBE, TYPDCIVIL PLANS LAYOUT MAY VARYALAYOUT MAY VARY (R W12 SPRIAL), P1 = MIN. 5'-0" BELOW ADJACENT GRADE, P2 = MIN. 4'-0" BE OW ADJACE T GRADE 'I PEDESTRIAN BRIDGE FOUNDATION SP1.00 E+M TYPICAL DETAIL SCALE: 3/4" = 1'-0" SP1.00 SCALE: 1" = 1'-0" SP1.00 SCALE: 1/8" = 1'-0" FRAMING PLAN NOTES: ATTACH EACH DBL. JOIST TO GIRDER WITH SIMPSON "H10A-2" TIE 1. SEE GENERAL NOTES FOR ADDITIONAL STRUCTURAL REQUIREMENTS 2x6 PT T&G DECKING 2. ALL WALL SHOULD BE PRESSURE TREATED AND OR GREENWAY �8INTERMEDIATE POST TOP OF DECKING - 714'-0" RATED FOR EXTERIOR EXPOSURE. SIDEWALK PER 3. SEAL ENDS OF ANY PRESSURE TREATED MATERIAL CIVIL PLANS (3)2x12 PT SY #2 @ 12" GREENWAY SIDEWALK PER CIVIL PLANS THAT HAS BEEN FIELD CUT. O.C. AT LONG SPAN A ATTACH EA. JOIST TO GIRDER 4. ALL HARDWARE SHALL BE HOT DIPPED BELOW WITH SIMPSON "H1" TIE, TYP GALVANIZED AND RATED FOR EXTERIOR 3'-O" EXPOSURE. T-O" 5 4 2x12 SYP#2 @ 12" O.C., PROVIDE SOLID BLOCKIN CANT. A 5. BRIDGE IS DESIGNED FOR PEDESTRIAN LOADING T. P1.0 P1.0 TYP (UNO) BETWEEN EACH JOIST ONLY. PROVIDE BOLLARDS TO PREVENT ABOVE EACH GIRDER, TYP. MOTORIZED VEHICLE ACCESS. 10' 0" 10'-0" 8 - — — - - — - — - P1.0 �� ----- 1 r ----- - - ----- - - -- — -- - —- - — - —- ----- -- — — — ------------ I 3 - ------ -F------ - - - ----- - - ---- - — - —- - — - —- - — - — - — - —- - — 8 P1.0 �0� i - ----- ------- -r------ -- - ----- - - ---- - — - —- - — - —- - — - —- - — - —- — i �/ P1.0 ----- -E------ - — - - - — - — - - - - — - — - — - — - - — - — - - — - — - - — - — - — — i-- i-- ----- ------- --- - ----- - - -- — - — - —- - — - —- ----- - — - —- --- i �� �� ----- ----- I --- - ----- -- - ----- -- - - - - -- ----- ------------- > > > > > > > > > > BOLLARDS AS REQUIRED, > LL LL LL LL LL L L LL LL LL BOLLARDS AS REQUIRED, SEE CIVIL PLANS � v It It N N N It It N N It N It N 'IT N It N � N v N SEE CIVIL PLANS N Cn in in in in Cn in in Cn Cn in M X X X X X X X X X X X X O O O O O O O O O O O O � u7 � u7 u7 lfi lfi � Lry lfi In 8x8 PT SYP#2 INTERMEDIATE POST — (2)2x12 SOLID BLOCKING WITH (2) SIMPSON "CS16" STRAPS TOP AND BTM. Z PEDESTRIAN BRIDGE FRAMING PLAN SP1.00 FLAT 2x10 PT TOP RAIL ATTACHED WITH AAIAI /C\ 44A OfIMMA10 CA 0. 0 TvIn SCALE: 1/8" = 1'-0" A 8 RETAINING WALL SECTION 3 BRIDGE SECTION SP1.00 SCALE: 3/4" = 1'-0" SP1.00 SCALE: 1/8" = 1'-0" A OEM PTV OM\/ -ATTACH OUTTER 2x6 TO COLUMN WITH SIMPSON " LS50" CLIPS, EA. END TYP T&G DECKING PER PLAN Na M JOISTS PER PLAN SOLID BLOCKING BETWEEN JOISTS OVER GIRDERS SLOPE TOP OF PIER MIN. 0- - - - - - - - - 1/8" PER FOOT AWAY o FROM COLUMN, TYP o IRD PER PLAN SIMPSON "H1" HURRICANE TIE @ EA. JOIST (USE SIMPSON "H8' FOR (3)2x12) n I I 24" DIA. 4500 PSI CONCRETE SONOTUBE -� F2 EXPOSURE (3)#4 CLOSED TIES @ 2" O.C. TOP & BOT. REMAINDER @ 6" O.0 - 6-#6 VERTICAL - GALVANIZED OR EPDXY COATED GLAVANIZED OR EPDXY COATED. 0 AS ALTERNATE TO CLOSED TIES, PROVIDE W12 SPRIAL WITH 4" PITCH - GALVANIZED OR EPDXY COATED — 4 BRIDGE SECTION AT TYPICAL COLUMN 0 0 0 0 FLAT 2x PER PLAN 6 P1 ATTACH OUTTER 2x6 TO COLUMN WITH SIMPSON " LS50" CLIPS, EA. END TYP T&G DECKING PER PLAN Ny— rJOISTS PER PLAN I A M N M A L-SIMPSON "DTT2Z" TENSION TIE J 1/2" 0 HDG THROUGH BOLTS 0 0 in It z z N (2)2x12 BLOCKING WITH SIMPSON "CS16" STRAP TOP AND BTM 5 BRIDGE SECTION AT INTERMEDIATE COLUMN FLAT 2x PER PLAN 01 16N 125 N. Harrington St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX C1ineDesignAssoc.com CONSULTING ENGINEERS 4242 SIX FORKS ROAD, SUITE 880 RALEIGH, INC 27609 PHONE: (919) 322-5550 www.emstructural.com E+M PROJECT NUMBER: 1916002 L.L Q Z a W a a z � Lu 0 U) (6 J J J Z OJ � Q Lu (1) �_ �oU MAc 4 , ��G\NEFo co -2 P-1423 oN o o �doo Noo O o�G ��� CA \ �� FESS °� SEALo _ 35643 _ oQ _ o�oFN rl P Mor°� z6�dvsFa4i Iq'., a400 September 24, 2020 PROJECT: 018244 DATE: 12.12.2019 REVISIONS: DATE A BRIDGE UPDATES 9.24.20 DRAWN BY: AC CHECKED BY: KWM TYPICAL SITE RETAINING WALL BACKFILL & DRAINAGE 9 REQUIREMENTS SP1.00 E+M TYPICAL DETAIL SCALE: 3/8" = 1'-0" SP1.00 SCALE: 3/8" = 1'-0" SP1.00 SCALE: 3/8" =1'-0" PEDESTRIAN BRIDGE SP1.00