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HomeMy WebLinkAbout20150703 Ver 2_More Info Received_20201014Strickland, Bev From: Jon Swaim <jon.swaim@mcgillassociates.com> Sent: Wednesday, October 14, 2020 12:32 PM To: Greer, Emily C CIV USARMY CESAW (USA) Cc: Homewood, Sue Subject: [External] RE: SAW-2015-02060 Design/impact changes Attachments: Impact Map 1 - Revised 101420.pdf, Impact Map 3 - 101420.pdf, Civil Sheets for Env Permitting.pdf, Block 22-Impacts (rev 101420).pdf, Block 22-Narrative (rev 101420).pdf Follow Up Flag: Follow up Flag Status: Flagged =External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to NORT.11�am@nc.gov Emily, Please find the attached revised narratives, plans, and impact maps. The majority of the riprap wave protection is shown to the east of the existing dam, along the southeastern shoreline that parallels Dunn Road/Hwy 301, and a small section to the west of the existing dam. The riprap will be installed at existing shoreline grade. A detail of the riprap wave protection is shown on sheet C-501. Thank you for reaching out to the WRC, they are getting pushed pretty hard on this one. Let me know if you need any additional info. Jon Swaim Project Manager McGill Associates, P.A. 1013 State Farm Road, Boone, NC 28607 T 828.386.1920 C 828.434.0951 jon.swaim@mcgillassociates.com mcgillassociates.com From: Greer, Emily C CIV USARMY CESAW (USA) <Emily.C.Greer@usace.army.mil> Sent: Wednesday, October 07, 2020 2:35 PM To: Jon Swaim <jon.swaim@mcgillassociates.com> Subject: SAW-2015-02060 Design/impact changes Jon- In the interest of time, go ahead and send me the information that pertains to the updated design and impact changes. Corps comments at this point are not substantial, so I will handle those with you as I work through the EA. I made Gary aware of my workload situation and that our aim is to issue their permit by the end of the month/early November. I will make him aware of any delays in that schedule as soon as possible. Let me know if you have any questions. Emily Greer, Regulatory Specialist Wilmington District - Wilmington Regulatory Field Office 69 Darlington Avenue, Wilmington, NC 28403 910.251.4567 (o) Page 1 of 3 Open Waters, Streams and Wetlands in the Project Area The Rhodes Pond Dam (aka Rhodes Lake Dam) is located on the Black River in north Cumberland County, approximately six miles south of Dunn, North Carolina. The dam, owned and operated by NC Wildlife Resource Commission (WRC), consists of: •an earthen embankment east of the spillway separated from US 301 by a stormwater ditch; •a 107-foot main spillway located approximately 70 feet upstream of U.S. State Highway US 301 (Dunn Road) bridge over Black Creek (Bridge No. 145) •a gate structure housing the bottom drain adjacent to the main spillway’s west end; •a roadway embankment (US 301) on the west side of the main spillway; •and a small spillway (30 feet long) located at the southwest end of the pond. Rhodes Pond (pond or reservoir) and its dam have existed in some form since the year 1770 and provides approximately 120 acres of open surface water for recreational use as documented in the North Carolina Department of Environmental Quality (NC DEQ) Division of Energy, Minerals and Land Resources (DEMLR) Dam Safety Program (NC Dam Safety) records, i.e., Dam Inventory Spreadsheet. The dam’s ownership was transferred from the North Carolina Department of Transportation (NCDOT) to WRC in 2009 to preserve the pond. All proposed main spillway demolition and replacement construction work (temporary and permanent fills) will be conducted approximately 450 ft upstream of the Dunn Road bridge. All proposed small spillway demolition and replacement work will be conducted approximately 40 ft upstream and 100 ft downstream of the existing small spillway. The area to be re-flooded after construction will extend upstream along the Black River approximately 8,800 linear feet above the existing spillway to a point within and existing cleared utility right-of-way near Julian Road. Open Waters and Streams: Since the spillway failure in October 2016 the lake bed has remained mostly drained with pond levels dependent on seasonal rainfall events. Approximately 8,800 linear feet of the Rocky River and 1,971 linear feet of the UT-Rocky River have begun to channelize within the pond bed and reestablish natural flow. For the purposes of this permit, McGill has considered the majority (Approx. 8,452lf) of the Rocky River impacts and the entirety of the UT-Rocky River impacts to be considered conversion to Open Water once the pond is re-flooded. The Rocky River segment is perennial and generally 20 to 50 feet wide, and the UT-Rocky River is intermittent and generally 2 to 5 feet wide. Both contain a muddy-sand substratum, emergent and floating herbaceous aquatic plants, and riparian scrub/shrub plants and mature tree species previously listed. The majority of the waters within the proposed dam embankment and spillway construction areas are designated as “open waters” as their flow and ecological characteristics remain influenced by the dam. Based on observations made by McGill on several site visits, there are two relatively permanent large pools, one on each side of the existing inner berm and the main flow channel. These pools are designated Open Waters and total approximately 8.9- acres. Wetlands: Wetlands within the proposed full pool pond area can be divided into three general types: (1) forested wetlands, primarily in the northern upstream areas that make up approximately two-thirds of the total pond area, (2) scrub shrub and herbaceous early-successional wetland areas which are scattered Page 2 of 3 throughout the pond bed and were too deep to support trees when the lake was at full pond, and (3) emergent/marsh wetlands that have maintained water levels which limit the growth of herbaceous and woody species. Forested wetlands within the 278.5-acre historic pond area total approximately 169.3 acres, based on a combination of field delineation and photo-interpretation conducted by McGill during the fall and winter of 2019 and spring of 2020. They are somewhat extensive in the middle portions of the former lake bed and dominate the upper portions of the former lake bed and shoreline. The predominate species within these areas is bald cypress which has formed a mature stand with dense canopy restricting the growth of competing species such as black willow, sweetgum, and river birch. Shoreline areas and higher elevation sections contained sycamore, red maple, box elder, loblolly pine, and shortleaf pine. Scrub shrub/herbaceous wetlands within the 278.5-acre historic pond area total approximately 66.5- acres, based on a combination of field delineation and photo-interpretation conducted by McGill during the fall and winter of 2019 and spring of 2020. They are scattered throughout but most extensive in the lower two-thirds of the former pond bed where deeper water limited bald cypress proliferation when the lake was full. Predominant vegetation in these wetlands includes a mix of sedges, rushes, woolgrass, wax myrtle, and river birch and sweetgum saplings. Emergent/marsh wetlands within the 278.5-acre historic pond area total approximately 26.8-acres, based on a combination of field delineation and photo-interpretation conducted by McGill during the fall and winter of 2019 and spring of 2020.They are predominantly located just upstream of the existing main dam adjacent to the open water areas and Rocky River. These wetlands contained surface water at shallow depths which limited herbaceous and woody stem vegetation growth, but allowed for emergent species such as white waterlily and soft rush. Potential Impacts to Open Waters, Streams and Wetlands After the new spillway and lateral dam embankments on the main dam, and the improvements on the small spillway are complete, the drain gates will be closed and the pool refilled to 131-ft elevation, re- flooding approximately 278.5 acres of former lake bed area (including the stream channel area). This elevation matches the historic maintained pond level. Open Waters: Proposed improvements to the main dam and spillway will result in 0.50-acres of permanent and 0.69- acres of temporary impacts to open water. Flow diversion will be achieved by installing sheet piling and constructing an inner berm to allow for access and construction work to be completed in the dry, resulting in the temporary impacts. The installation of the labyrinth weir, concrete spillway, embankment repair, and rip rap protection will result in the permanent impacts. The restoration of the inner berm will result in approximately 0.23-acres of permanent open water impacts as fill will be placed, compacted, and stabilized to reestablish the berm and existing walking trail. Lastly, the proposed improvements to the small spillway will result in approximately 0.06-acres of permanent impacts and 0.18 acres of temporary impacts. Permanent impacts will be contributed to the new earthen spillway, riser structure, and rip rap bank protection. Temporary impacts will occur due to the installation of flow diversion dikes and rip rap wave protection, and equipment access. Page 3 of 3 The approximately 8.9-acres of existing open water area is proposed to be re-flooded changing from shallow pond habitats (suitable for amphibians, small fish species, aquatic avian species) to deep impoundment habitats (suitable for alligator, large game fish species). In addition, the 8,452 linear feet of the Rocky River, and 1,971 linear feet of the UT-Rocky River located upstream of the main dam construction area will be re-flooded changing from shallow, sand/silt bottomed low gradient streams to moderately deep impoundment habitats. The streams in this area appear to be braided and lose stream bed and bank structure throughout the reach. Riffle, run, and pool sequences were not observed within these areas which would provide habitat for flow-dependent species. No benthic invertebrates or fish species were observed during site visits. It appears that the conversion from stream habitat to moderately deep impoundment habitat throughout the reach should not significantly impact stream- dependent species, and would restore suitable habitat for historic reservoir species. Lastly, pond shoreline and littoral zone habitat will be reestablished providing access for species such as snakes, frogs, turtles, raccoon, whitetail deer, and black bear. Reservoir game fish populations will certainly benefit from the pond restoration and return the pond to a recreational destination for sportsmen. Streams: The approximate 348lf section of the Rocky River just upstream of the existing dam is a single channel that ranges from 15 to 25-ft in width. Stream depth in this area appeared to be in the 2 to 3-ft range limiting vegetative growth to the stream banks. While this section of the river did contain a few areas with riffle run characteristics and a substratum of sand and small gravel, no benthic invertebrates or fish species were observed during site visits. Like the upstream reach previously mentioned, proposed impacts or the conversion of this area to a moderately deep impoundment habitat should not significantly impact stream-dependent species. Proposed improvements to the main dam and spillway will result in 75 lf of permanent and 348 lf of temporary impacts to this section of the Rocky River. Flow diversion will be achieved by installing sheet piling and constructing an inner berm to allow for access and construction work to be completed in the dry resulting in the temporary impacts. The installation of the labyrinth weir, concrete spillway, embankment repair, and rip rap protection will result in the permanent impacts. Wetlands: The Scrub shrub/herbaceous wetlands and emergent/marsh wetlands are located primarily in areas of the pond bed that were unvegetated when the lake was full, or supported only aquatic vegetation. These areas will be converted from wetlands to open waters when the pond is refilled. Forested wetland areas with mature bald cypress trees that were historically present will likely remain forested, as these trees grew successfully for decades in permanent standing water. However, herbs and shrubs that may have colonized the understory in recent years will likely die out after refilling. Proposed improvements to the main dam and spillway will result in 0.38-acres of temporary impacts to emergent/marsh wetlands. Flow diversion will be achieved by installing sheet piling and constructing an inner berm to allow for access and construction work to be completed in the dry resulting in the temporary impacts. Proposed improvements to the small spillway will result in approximately 0.20-acres of temporary impacts to scrub shrub/herbaceous wetlands. Temporary impacts will occur due to the installation of flow diversion dikes and equipment access. Block 22. Surface Areas of Wetlands or Other Waters Filled Dam/Spillway Construction Site #Impact type Description Name Impact Area Equipment W1 Permanent Wetland Bottomland Hardwood Forest Wetland 1 0.09 acres Excavators, bull dozers, and dump trucks W2 Temporary Wetland Emergent Wetland/Pond Bed Wetland 2 0.38 acres Excavators, bull dozers, and dump trucks W3 Temporary Wetland Shrub, Scrub, Herbaceous/Pond Bed Wetland 3 0.02 acres Excavators, bull dozers, and dump trucks S1 Permanent Stream Perennial Black River 75 linear feet Excavators, bull dozers, and dump trucks S2 Temporary Stream Perennial/Pond Bed Black River 348 linear feet Excavators, bull dozers, and dump trucks OW-1 Permanent Open Water Pond Rhodes Pond 0.23 acres Excavators, bull dozers, and dump trucks OW-2 Temporary Open Water Pond Rhodes Pond 0.69 acres Excavators, bull dozers, and dump trucks OW-3 Permanent Open Water Pond Rhodes Pond 0.50 acres Excavators, bull dozers, and dump trucks OW-4 Permanent Open Water Pond Rhodes Pond 0.06 acres Excavators, bull dozers, and dump trucks OW-5 Temporary Open Water Pond Rhodes Pond 0.18 acres Excavators, bull dozers, and dump trucks Re-flooding Pool Site #Impact type Description Name Impact Area Equipment Forested Wetlands Conversion Bottomland Hardwood Forest FW 169.3 acres N/A Scrub, Shrub, Herb Wetlands Conversion Shrub, Scrub, Herbaceous/Pond Bed SSHW 66.5 acres N/A Emergent/Marsh Wetlands Conversion Emergent/Marsh Wetland/Pond Bed EW 26.8 acres N/A Black River Conversion Perennial Black River 8,800 linear feet N/A UT-Black River Conversion Perennial UT-Black River 1,971 linear feet N/A Open Water Conversion Shallow Pond Rhodes Pond 8.9 acres N/A Xref C:\ t e mp\T e m p\Dr a w i ngs\ C o nstru c t s \Sea l . d wg L:\BROADSTREET\PROJECTS\2014\14.00135 - RHODES POND\AMENDMENT5\PERMITTING\IP\IMPACT MAP 1.DWG PLOT DATE 10/14/2020 11:34 AM JON SWAIMNO.DATEBYDESCRIPTIONSHEETOFFICE MANAGERPROJECT MANAGERDESIGNERREVIEWERDATEPROJECT #FUNDING #PERMIT DRAWINGS- FOR REVIEW PURPOSES ONLY -NOT RELEASED FORCONSTRUCTION5400 Trinity RoadSuite 107Raleigh, NC 27607919.378.9111NC Firm License # C-0459mcgillassociates.comDIVISION VALUE = FEETGRAPHIC SCALE30153060300RCALL811BEFOREYOUDGISAFE DIGGING PARTNER 14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02PAPER SIZE 11"X17"CUMBERLAND COUNTY, NORTH CAROLINANORTH CAROLINA WILDLIFE RESOURCE COMMISSIONRHODES POND DAM REPAIRA-10IMPACTS MAP 1BRDSALJSLegendProjectLimitsProposedGrading &StructurePermanentImpacts ImpactTableOW - 1PERMANENT0.23AcresOW - 2TEMPORARY0.69AcresOW - 3PERMANENT0.50AcresW1PERMANENT0.09AcresS1TEMPORARY348 LF6/8/202014.00135REVTemporaryImpactsForestedWetlandOpen WaterEmergentWetlandW2TEMPORARY0.38AcresS2PERMANENT75 LFStreamREV 10/14/20 L:\BROADSTREET\PROJECTS\2014\14.00135 - RHODES POND\AMENDMENT5\PERMITTING\IP\PLAN SHEETS W RIP RAP\IMPACT MAP 3.DWG PLOT DATE 10/14/2020 11:46 AM JON SWAIMNO.DATEBYDESCRIPTIONSHEETOFFICE MANAGERPROJECT MANAGERDESIGNERREVIEWERDATEPROJECT #FUNDING #PERMIT DRAWINGS- FOR REVIEW PURPOSES ONLY -NOT RELEASED FORCONSTRUCTION5400 Trinity RoadSuite 107Raleigh, NC 27607919.378.9111NC Firm License # C-0459mcgillassociates.comDIVISION VALUE = FEETGRAPHIC SCALE30153060300RCALL811BEFOREYOUDGISAFE DIGGING PARTNER 14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02PAPER SIZE 11"X17"CUMBERLAND COUNTY, NORTH CAROLINANORTH CAROLINA WILDLIFE RESOURCE COMMISSIONRHODES POND DAM REPAIRA-14IMPACTS MAP 3BRDSALJSLegendProjectLimitsProposedGrading &StructurePermanentImpacts ImpactTableOW - 1PERMANENT0.23AcresOW - 2TEMPORARY0.69AcresOW - 3PERMANENT0.50AcresW1PERMANENT0.09AcresS1TEMPORARY348 LF10/14/2014.00135TemporaryImpactsForestedWetlandOpen WaterEmergentWetlandW2TEMPORARY0.38AcresS2PERMANENT75 LFStream Martin 95 95 421 421 13 401 401 701 301 295 SCHEDULE OF DRAWINGS G-001 COVER G-002 NOTES AND LEGEND G-003 TYPICAL SECTION G-004 GENERAL EROSION CONTROL NOTES G-005 NCDEQ NCG01 GENERAL PERMIT NOTES G-006 NCDEQ NCG01 GENERAL PERMIT NOTES CE-101 EXISTING CONDITIONS CD-101 DEMOLITION PLAN C-101 REPAIR PLAN AND PROFILE STA. 22+08 - 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STA. 45+00 C-311 CROSS-SECTION VIEWS STA. 45+50 - STA. 47+50 C-312 CROSS-SECTION VIEWS STA. 48+00 - STA. 50+00 C-313 CROSS-SECTION VIEWS STA. 50+50 - STA. 51+00 C-501 MISCELLANEOUS DETAILS C-502 MISCELLANEOUS DETAILS C-503 LABYRINTH WEIR DETAILS C-504 SMALL SPILLWAY DETAILS C-505 EROSION CONTROL DETAILS D-001 - D-002 GEOTECHNICAL SHEETS (2 SHEETS) S1.1 TO S8.1 STRUCTURAL SHEETS (7 SHEETS) V1 - V2 TOPOGRAPHIC SURVEY (2 SHEETS) PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION L:\Broadstreet\Projects\2014\14.00135 - Rhodes Pond\Amendment5\Drawings\Sheets\G-001 Cover.dwg 10/12/2020 1:35 PM CAROLINE HEATHCOATVICINITY MAP RHODES POND (CUMBE-053) DAM REPAIR NORTH CAROLINA WILDLIFE RESOURCES COMMISSION CUMBERLAND COUNTY, NORTH CAROLINA mcgillassociates.com 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 NOT TO SCALE 14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02Bo o p PROJECT LOCATION LOCATION MAP PROJECT LOCATION NOT TO SCALE CONTACT PERSON GARY GARDNER NORTH CAROLINA WILDLIFE RESOURCES COMMISSION DIVISION OF ENGINEERING AND LAND MANAGEMENT 1720 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-1720 ENGINEER DORI SABEH, PE, GISP MCGILL ASSOCIATES 5400 TRINITY ROAD SUITE 107 RALEIGH, NORTH CAROLINA 27607 OCTOBER, 2020 SCO# 13-10039-02B CTV 000000000000000000000000000000000nnnEXISTING CONDITIONS LEGEND PERMIT DRAWINGS - 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RHODES POND\AMENDMENT5\DRAWINGS\SHEETS\C-107 EROSION CONTROL - CONSTRUCTION PHASE I - 1 OF 2.DWG PLOT DATE 10/13/2020 12:54 PM CAROLINE HEATHCOATNO.DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-107 EROSION CONTROL CONSTRUCTION PHASE I - 1 OF 2 14.00135JULY, 2020 MMG DS MH BJR RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02B NORTH CAROLINA WILDLIFE RESOURCES COMMISSION CUMBERLAND COUNTY, NORTH CAROLINA N/A PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 20 0 10 20 40 20 0 RCALL811BEFOREY O U DGI SAF E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02BPAPER SIZE 24"X36" CONSTRUCTION SEQUENCE PHASE I - EROSION AND SEDIMENT CONTROL 1.REFER TO SHEET G-002 FOR GENERAL CONSTRUCTION SEQUENCING AND CONTROL OF WATER NOTES. 2.CONTRACTOR TO NOTIFY AND PROVIDE THE ENGINEER WITH THE REQUIRED DOCUMENTATION FOR APPROVAL AT LEAST ONE WEEK PRIOR TO MOBILIZATION TO THE SITE. A PROJECT-SPECIFIC WATER MANAGEMENT PLAN INCLUDING STREAM DIVERSION, DEWATERING AND ANY OTHER MEASURES NECESSARY FOR CONSTRUCTION TO DAM SAFETY AT LEAST 60 DAYS PRIOR TO INITIATING CONSTRUCTION. 3.HOLD A PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION. 4.FLAG THE LIMITS OF DISTURBANCE AND CALL NORTH CAROLINA 811 TO MARK UTILITIES. COORDINATE CONFLICTS RESOLUTION WITH UTILITY OWNERS. 5.INSTALL ALL PUBLIC SAFETY MEASURES. 6.INSTALL EROSION AND SEDIMENT CONTROL MEASURES A. TEMPORARY CONSTRUCTION ENTRANCES B. FLOATING TURBIDITY BARRIERS, SILT FENCE, AND SILT FENCE OUTLETS 7.THE EXISTING BREACH WILL BE USED TO PASS INFLOW. 8.CLEAR AND REMOVE TREES AS NEEDED TO INSTALL FLOW DIVERSION THROUGH BREACH ONLY. 9.CONSTRUCT TEMPORARY DIVERSION BERMS UPSTREAM OF PRIMARY SPILLWAY (SHEET C-107) AND ON BOTH SIDES OF SECONDARY SPILLWAY (SHEET C-108). SECURELY TIE INTO EXISTING EMBANKMENT 10.INSTALL TEMPORARY SHEET PILES AROUND PRIMARY SPILLWAY (SHEET C-107). 11.STANDING WATER IN CONSTRUCTION AREAS SHALL BE DRAINED PRIOR TO DEMOLITION. WATER SHALL BE DRAINED IN A MANOR CONSISTENT WITH THE NC DEQ SEDIMENT REGULATIONS. NATURAL LOW-LYING AREA SHALL BE MAINTAINED BY CONTRACTOR IN ORDER TO PROHIBIT UNNECESSARY STANDING WATER. 12.DEMOLISH THE EXISTING PRIMARY AND SECONDARY SPILLWAYS, ENDWALLS, AND GATES STRUCTURE. SALVAGE GATES. TWO GATES SHALL BE REINSTALLED IN PHASE II. ONE GATE SHALL BE TRANSPORTED TO OWNER YARD. 13.INSTALL PROPOSED EMBANKMENT, RISER STRUCTURE, AND PLUNGE POOL AT THE LOCATION OF THE REMOVED SECONDARY SPILLWAY (SHEET C-108). 14.STABILIZE THE EARTH EMBANKMENT WITH PERMANENT SEEDING AND MULCH. 000000000000000000000 0 0 0 0 0 0 0 0000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000 0 0 0 0 0 0 0 0 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 000000 00000000000000000000000 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 000000000000000000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0000 000000 0 0 0000000000000000000000000000 0 0 0 0 0 0 0 0 0000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000 0 0 0 0 0 0 0 0 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 000000 00000000000000000000000 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 000000000000000000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0000 000000 0 0 00000000 D n n n n n n n n n n n n n n n n n n n nnnnnnnnn000000000000000000000 0 0 0 0 0 0 0 0000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000 0 0 0 0 0 0 0 0 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 000000 00000000000000000000000 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 000000000000000000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0000 000000 0 0 00000000 D n n n n n n n n n n n n n n n n n n n nnnnnnnnnL:\BROADSTREET\PROJECTS\2014\14.00135 - RHODES POND\AMENDMENT5\DRAWINGS\SHEETS\C-108 EROSION CONTROL - CONSTRUCTION PHASE I - 2 OF 2.DWG PLOT DATE 10/13/2020 12:58 PM CAROLINE HEATHCOATNO.DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-108 EROSION CONTROL CONSTRUCTION PHASE I - 2 OF 2 14.00135JULY, 2020 MMG DS DS BJR RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02B NORTH CAROLINA WILDLIFE RESOURCES COMMISSION CUMBERLAND COUNTY, NORTH CAROLINA N/A PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 20 0 10 20 40 20 0 RCALL811BEFOREY O U DGI SAF E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02BPAPER SIZE 24"X36" nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn00000000000000000000000000000000000000000000 0 0 0 0 0 00000000000000000000000 00000000000000000000000000000000000 0000000 0 00000000000000000000000000000000000000000000 0 0 0 0 0 00000000000000000000000 00000000000000000000000000000000000 0000000 0 nnnnnnnnnnnnnnnnnD nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 20 0 10 20 40 20 0 RCALL811BEFOREY O U DGI SAF E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02BPAPER SIZE 24"X36" PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION CONSTRUCTION SEQUENCE PHASE II - EROSION AND SEDIMENT CONTROL 1.REFER TO SHEET G-002 FOR GENERAL CONSTRUCTION SEQUENCING AND CONTROL OF WATER NOTES. 2.INSTALL EROSION AND SEDIMENT CONTROL MEASURES 2. ROUTE THE CHANNEL FLOW THROUGH THE RIGHT SECTION (LOOKING DOWNSTREAM) OF PROPOSED LABYRINTH SPILLWAY (THREE RIGHT CYCLES OF THE SPILLWAY TO BE BUILT IN PHASE III). SEE SHEET C-110. 3.INSTALL AND REMOVE TEMPORARY SHEET PILES ACCORDING TO PLANS. 4.ADJUST PHASE I TEMPORARY DIVERSION BERM ACCORDING TO PLANS . 5.CONSTRUCT PHASE II TEMPORARY DIVERSION BERM AND SECURELY TIE INTO EXISTING EMBANKMENT. 6.STANDING WATER IN CONSTRUCTION AREA SHALL BE DRAINED PRIOR TO DEMOLITION. WATER SHALL BE DRAINED IN A MANOR CONSISTENT WITH THE NC DEQ SEDIMENT REGULATIONS. NATURAL LOW-LYING AREA TO BE MAINTAINED BY CONTRACTOR IN ORDER TO PROHIBIT UNNECESSARY STANDING WATER. 7.REMOVE AND SALVAGE PEDESTRIAN BRIDGE AND TRANSPORT TO OWNER YARD. 8.CONSTRUCT THE LEFT (LOOKING DOWNSTREAM) EMBANKMENT AND DITCH (SHEET C-109) AND THE LEFT THREE CYCLES OF THE LABYRINTH SPILLWAY, ADJACENT EMBANKMENT, AND INTERNAL BERM (SHEET C-110). INSTALL RIP RAP. 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WATER SHALL BE DRAINED IN A MANOR CONSISTENT WITH THE NC DEQ SEDIMENT REGULATIONS. NATURAL LOW-LYING AREA TO BE MAINTAINED BY CONTRACTOR IN ORDER TO PROHIBIT UNNECESSARY STANDING WATER. 7.CONSTRUCT THE RIGHT ( LOOKING DOWNSTREAM) PORTION OF THE LABYRINTH SPILLWAY (THREE RIGHT CYCLES)AND OTHER FEATURES IN THE DRAINED CONSTRUCTION AREA. 8.INSTALL RIP RAP. 9.GRADE SITE TO FINAL ELEVATIONS AND PERMANENTLY MULCH AND SEED. 10.ONCE THE SITE AND STAGING AREAS ARE STABILIZED, REMOVE ALL EROSION CONTROL MEASURES. 11.KEEP ALL GATES OPEN UNTIL APPROVAL TO IMPOUND IS ISSUED BY NCDEQ. 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STA. 26+50.DWG PLOT DATE 10/13/2020 1:16 PM CAROLINE HEATHCOATNO.DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-302 CROSS-SECTION VIEWS STA. 24+50 - STA. 26+50 14.00135JULY, 2020 MMG DS MH BJR RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02 NORTH CAROLINA WILDLIFE RESOURCES COMMISSION CUMBERLAND COUNTY, NORTH CAROLINA N/A PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com RCALL811BEFOREY O U DGI SAF E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02PROFILE HORIZONTAL: 1" = 10' VERTICAL: 1" = 5' PAPER SIZE 24"X36" L:\BROADSTREET\PROJECTS\2014\14.00135 - RHODES POND\AMENDMENT5\DRAWINGS\SHEETS\C-303 CROSS-SECTION VIEWS STA. 27+00 - STA. 29+00.DWG PLOT DATE 10/13/2020 1:18 PM CAROLINE HEATHCOATNO.DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-303 CROSS-SECTION VIEWS STA. 27+00 - STA. 29+00 14.00135OCTOBER, 2020 MMG DS MH BJR RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02B NORTH CAROLINA WILDLIFE RESOURCES COMMISSION CUMBERLAND COUNTY, NORTH CAROLINA N/A PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com RCALL811BEFOREY O U DGI SAF E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02BPROFILE HORIZONTAL: 1" = 10' VERTICAL: 1" = 5' PAPER SIZE 24"X36" L:\BROADSTREET\PROJECTS\2014\14.00135 - RHODES POND\AMENDMENT5\DRAWINGS\SHEETS\C-304 CROSS-SECTION VIEWS STA. 29+50 - STA. 31+50.DWG PLOT DATE 10/13/2020 1:21 PM CAROLINE HEATHCOATNO.DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-304 CROSS-SECTION VIEWS STA. 29+50 - STA. 31+50 14.00135OCTOBER, 2020 MMG DS MH BJR RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02B NORTH CAROLINA WILDLIFE RESOURCES COMMISSION CUMBERLAND COUNTY, NORTH CAROLINA N/A PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com RCALL811BEFOREY O U DGI SAF E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02BPROFILE HORIZONTAL: 1" = 10' VERTICAL: 1" = 5' PAPER SIZE 24"X36" L:\BROADSTREET\PROJECTS\2014\14.00135 - RHODES POND\AMENDMENT5\DRAWINGS\SHEETS\C-305 CROSS-SECTION VIEWS STA. 32+00 - STA. 34+00.DWG PLOT DATE 10/13/2020 1:24 PM CAROLINE HEATHCOATNO.DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-305 CROSS-SECTION VIEWS STA. 32+00 - STA. 34+00 14.00135JULY, 2020 MMG DS MH BJR RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02 NORTH CAROLINA WILDLIFE RESOURCES COMMISSION CUMBERLAND COUNTY, NORTH CAROLINA N/A PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com RCALL811BEFOREY O U DGI SAF E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02PROFILE HORIZONTAL: 1" = 10' VERTICAL: 1" = 5' PAPER SIZE 24"X36" L:\BROADSTREET\PROJECTS\2014\14.00135 - RHODES POND\AMENDMENT5\DRAWINGS\SHEETS\C-306 CROSS-SECTION VIEWS STA. 34+50 - STA. 36+50.DWG PLOT DATE 10/13/2020 1:27 PM CAROLINE HEATHCOATNO.DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-306 CROSS-SECTION VIEWS STA. 34+50 - STA. 36+50 14.00135OCTOBER, 2020 MMG DS MH BJR RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02B NORTH CAROLINA WILDLIFE RESOURCES COMMISSION CUMBERLAND COUNTY, NORTH CAROLINA N/A PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com RCALL811BEFOREY O U DGI SAF E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02BPROFILE HORIZONTAL: 1" = 10' VERTICAL: 1" = 5' PAPER SIZE 24"X36" L:\BROADSTREET\PROJECTS\2014\14.00135 - 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STA. 40+00 14.00135OCTOBER, 2020 MMG DS MH BJR RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02B NORTH CAROLINA WILDLIFE RESOURCES COMMISSION CUMBERLAND COUNTY, NORTH CAROLINA N/A PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com RCALL811BEFOREY O U DGI SAF E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02BPROFILE HORIZONTAL: 1" = 10' VERTICAL: 1" = 5' PAPER SIZE 24"X36" L:\BROADSTREET\PROJECTS\2014\14.00135 - RHODES POND\AMENDMENT5\DRAWINGS\SHEETS\C-309 CROSS-SECTION VIEWS STA. 40+50 - STA. 42+50.DWG PLOT DATE 10/13/2020 1:34 PM CAROLINE HEATHCOATNO.DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-309 CROSS-SECTION VIEWS STA. 40+50 - STA. 42+50 14.00135OCTOBER, 2020 MMG DS MH BJR RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02B NORTH CAROLINA WILDLIFE RESOURCES COMMISSION CUMBERLAND COUNTY, NORTH CAROLINA N/A PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com RCALL811BEFOREY O U DGI SAF E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02BPROFILE HORIZONTAL: 1" = 10' VERTICAL: 1" = 5' PAPER SIZE 24"X36" L:\BROADSTREET\PROJECTS\2014\14.00135 - RHODES POND\AMENDMENT5\DRAWINGS\SHEETS\C-310 CROSS-SECTION VIEWS STA. 43+00 - STA. 45+00.DWG PLOT DATE 10/13/2020 1:37 PM CAROLINE HEATHCOATNO.DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-310 CROSS-SECTION VIEWS STA. 43+00 - STA. 45+00 14.00135JULY, 2020 MMG DS MH BJR RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02 NORTH CAROLINA WILDLIFE RESOURCES COMMISSION CUMBERLAND COUNTY, NORTH CAROLINA N/A PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com RCALL811BEFOREY O U DGI SAF E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02PROFILE HORIZONTAL: 1" = 10' VERTICAL: 1" = 5' PAPER SIZE 24"X36" L:\BROADSTREET\PROJECTS\2014\14.00135 - RHODES POND\AMENDMENT5\DRAWINGS\SHEETS\C-311 CROSS-SECTION VIEWS STA. 45+50 - STA. 47+50.DWG PLOT DATE 10/13/2020 1:40 PM CAROLINE HEATHCOATNO.DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-311 CROSS-SECTION VIEWS STA. 45+50 - STA. 47+50 14.00135OCTOBER, 2020 MMG DS MH BJR RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02B NORTH CAROLINA WILDLIFE RESOURCES COMMISSION CUMBERLAND COUNTY, NORTH CAROLINA N/A PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com RCALL811BEFOREY O U DGI SAF E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02BPROFILE HORIZONTAL: 1" = 10' VERTICAL: 1" = 5' PAPER SIZE 24"X36" L:\BROADSTREET\PROJECTS\2014\14.00135 - 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STA. 51+00 14.00135JULY, 2020 MMG DS MH BJR RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02B NORTH CAROLINA WILDLIFE RESOURCES COMMISSION CUMBERLAND COUNTY, NORTH CAROLINA N/A PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com RCALL811BEFOREY O U DGI SAF E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02BPROFILE HORIZONTAL: 1" = 10' VERTICAL: 1" = 5' PAPER SIZE 24"X36" PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION L:\BROADSTREET\PROJECTS\2014\14.00135 - RHODES POND\AMENDMENT5\DRAWINGS\SHEETS\C-501 MISCELLANEOUS DETAILS.DWG PLOT DATE 10/13/2020 1:45 PM CAROLINE HEATHCOATNO.DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-501 MISCELLANEOUS DETAILS 14.00135JULY, 2020 MMG DS MH BJR RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02B NORTH CAROLINA WILDLIFE RESOURCES COMMISSION CUMBERLAND COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com RCALL811BEFOREY O U DGI SAF E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02BRIPRAP LINING WITH SAND FILTER DETAIL NOT TO SCALE SLOPE MATTING INSTALLATION ® RIPRAP ENERGY DISSIPATOR DETAIL NOT TO SCALE RIPRAP LINING WITH SAND FILTER EMBANKMENT DETAIL NOT TO SCALE RIPRAP WAVE PROTECTION DETAIL NOT TO SCALE PAPER SIZE 24"X36" 1 2 3 4 5 SINGLE ARM SWING GATE DETAIL6 NOT TO SCALE ’ L:\BROADSTREET\PROJECTS\2014\14.00135 - RHODES POND\AMENDMENT5\DRAWINGS\SHEETS\C-503 LABYRINTH WEIR DETAILS.DWG PLOT DATE 10/13/2020 1:46 PM CAROLINE HEATHCOATNO.DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-503 LABYRINTH WEIR DETAILS 14.00135JULY, 2020 MMG DS MH BJR RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02B NORTH CAROLINA WILDLIFE RESOURCES COMMISSION CUMBERLAND COUNTY, NORTH CAROLINA N/A PERMIT DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com RCALL811BEFOREY O U DGI SAF E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND (CUMBE-053) DAM REPAIR SCO# 13-10039-02BENERGY DISSIPATOR (BAFFLE CHUTE) SECTION VIEW ENERGY DISSIPATOR (BAFFLE CHUTE) PLAN VIEW PAPER SIZE 24"X36" SLUICE GATE AND TRASH RACK 1 2 3 FRONT VIEW SIDE VIEW NOTE: 1.REFER TO STRUCTURAL SHEETS FOR COMPLETE DIMENSIONS AND DETAILS