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Home My WebLink About20201347 Ver 2_Attachment F - Impact Figures_20220805DESIGN COMPANY: PLANS PREPARED BY: ADDRESS: PHONE: SURVEY COMPANY: SURVEYED BY: ADDRESS: PHONE: VICINITY MAP NTS GAVEL & DORN ENGINEERING, PLLC 6730 FREEDOM DRIVE CHARLOTTE, NC 28214 704-919-1900 AVIOIMAGE MAPPING SERVICES, INC. 4600-E LEBANON ROAD CHARLOTTE, NC 28214 704-573-7080 SURVEYED BY: ADDRESS: PHONE: CONCORD ENGINEERING & SURVEYING, INC. (CESI) PO BOX 268 CONCORD, NC 28026 704-786-5404 N CA 3A z A II COUN \1 FEMA FLOODWAY (TYP.) FEMA FLOOD TYP.) Y5 J �1 / S'1 SS-7 CA A II CA FEMA FL FEM*14* APPI& Pr *elJt NIT* KEY MAP 1 "=500' S C LINA v on 01 UN SHEET NO. y INDEX OF DRAWINGS TITLE C-0 C-1 C-2 E-0 TO E-2 EC-1 TO EC-19 R-1 TO R-3 SS-0 & SS-1 SS-2 SS-3 SS-4 SS-5 SS-5A SS-6 SS-7 SS-8 SS-9 SS-10 SS-11 SS-12 SS-13 SS-14 SS-15 SS-16 SS-17 SS-18 SS-19 SS-20 SS-21 SS-22 SS-23 SS-24 SS-25 SS-25A SS-26 SS-27 SS-28 SS-29 SS-30 SS-31 DW-T1 DW-T2 D-1 TO D-6 M-1 TO M-4 S-1 S-2 S-3 S-4 S-5 •a SEAL 036837 . . + NE�:4O 07/07`22 COVER GENERAL NOTES & SUBSURFACE INVESTIGATION EASEMENTS & NC DEQ NCG01 NOTES CONSTRUCTION ACCESS & OVERALL EASEMENT MAP CONSTRUCTION ACCESS & EROSION CONTROL EXISTING SANITARY SEWER REHABILITATION OVERALL PROP. SANITARY SEWER MAP PHASE 1: PLAN & PROFILE - STA. 0+00-10+00 PHASE 1: PROFILE - EXIST. SEWER REALIGNMENT PHASE 1: PLAN & PROFILE - STA. 10+00-20+00 PHASE 1: PLAN & PROFILE - STA. 20+00-29+50 PHASE 1: PLAN & PROFILE - EXIST. SAN SEWER REALIGNMENT PHASE 1: PHASE 1: PHASE 1: PHASE 1: PHASE 1: PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE & PROFILE & PROFILE & PROFILE & PROFILE & PROFILE & PROFILE & PROFILE & PROFILE & PROFILE & PROFILE & PROFILE & PROFILE & PROFILE & PROFILE & PROFILE & PROFILE & PROFILE & PROFILE & WOLF MEADOW BRANCH PHASE 2: PLAN & PROFILE PHASE 2: PLAN & PROFILE PHASE 2: PLAN & PROFILE REALIGNMENT PHASE 2: PLAN & PROFILE PHASE 2: PLAN & PROFILE PHASE 2: PLAN & PROFILE PHASE 2: PLAN & PROFILE PHASE 2: PLAN & PROFILE PHASE 2: PLAN & PROFILE TEMPORARY DRIVEWAY PLAN TEMPORARY DRIVEWAY PLAN DETAILS DIVERSION STRUCTURE MECHANICAL DETAILS STRUCTURAL DESIGN CRITERIA & STANDARD DETAILS DIVERSION STRUCTURE NO. 1 - PLANS & SECTIONS DIVERSION STRUCTURE NO. 2 - PLANS & SECTIONS DIVERSION STRUCTURE NO. 3 - PLANS & SECTIONS WOLF MEADOW BRANCH DIVERSION STRUCTURE - PLANS & SECTIONS 1: 1: 1: 1: 1: 1: 1: 1: PHASE 1: PHASE 1: PHASE 1: PHASE 1: PHASE 1: PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. 29+50-40+00 40+00-50+00 50+00-60+00 60+00-70+00 70+00-80+00 80+00-90+00 90+00-99+50 99+50-110+00 110+00-120+00 120+00-130+00 130+00-140+00 140+00-150+00 150+00-160+00 160+00-170+00 170+00-180+00 180+00-190+00 190+00-200+00 200+00-END - STA. 0+00-10+00 - STA. 10+00-20+00 - EXIST. SAN. SEWER STA. STA. STA. STA. STA. STA. 20+00-30+00 30+00-40+00 40+00-50+00 50+00-60+00 60+00-70+00 70+00-END PRELIMINARY PLANS NOT FOR CONSTRUCTION Know what's below. Can before you dig. Gavel & Dorn Engineering, PLLC 6730 Freedom Drive, Charlotte, NC 28214 704-919-19 0 0 License No. P-0601 PLAN SET NO. GENERAL NOTES PROJECT EROSION CONTROL NOTES/CONSTRUCTION SEQUENCE SUBSURFACE INVESTIGATION PRELIMINARY PLANS NOT FOR CONSTRUCTION 3110 2?l21 2 47 PM S \PROJECTS\WSACCILOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHED-SIC-1 1. THESE GENERAL NOTES ARE INTENDED TO DIRECT THE CONTRACTOR TO CERTAIN KEY ASPECTS OF THIS PROJECT. DETAILED INFORMATION CONCERNING THE SCOPE OF WORK, CONSTRUCTION SEQUENCE, TECHNICAL SPECIFICATIONS, AND OTHER MATTERS ARE CONTAINED IN THE PROJECT MANUAL. 2. CONSTRUCTION DRAWINGS DEPICT A COMBINATION OF GROUND SURVEY INFORMATION, AVAILABLE GIS INFORMATION. GROUND SURVEY HAS BEEN COMPLETED WHERE IT WAS DEEMED TO BE NECESSARY FOR DESIGN OF THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE GROUND SURVEY, SUBSURFACE CONDITIONS, AND ACTUAL FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL SUBSURFACE UTILITIES. CHANGES OR DEVIATIONS FROM THE CONFIGURATION, CONNECTIVITY, DIMENSIONS, DEPTHS, AND OTHER INFORMATION PERTINENT TO THE SANITARY SEWERS IN THE PROJECT AREA WILL BE REPORTED TO THE ENGINEER, AND RECORDED BY THE CONTRACTOR IN THE RECORD DRAWINGS THAT ARE REQUIRED AS PART OF THIS CONTRACT. 3. ALL NCDOT RIGHT-OF-WAY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NCDOT STANDARD DETAILS MANUAL AND 2018 STANDARD SPECIFICATIONS AND PROVISIONS. 4. ALL SANITARY SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE WATER AND SEWER A AUTHORITY OF CABARRUS COUNTY WSACC) STANDARDS AND SPECIFICATIONS PE' WEBSITE: HTTP:/ WWW.WSACC.ORG 5. SURVEY INFORMATION SHOWN HAS BEEN COMPILED FROM AERIAL AND FIELD SURVEYS PERFORMED MAY 23, 2019 AND SEPTEMBER 24, 2019, RESPECTIVELY. SURVEY TIED TO NORTH CAROLINA STATE PLAN COORDINATES (NAD83) AND NAVD88. LEGEND BUILDING CURB & GUTTER DRAINAGE EASEMENT EDGE Of ROADWAY EXISTING FIRE HYDRANT EXISTING IRON PIN EXISTING WATER VALVE EXISTING WATER MAIN EXISTING C SANITARY SEWER EXIST. SAN. SEWER MANHOLE STRUCTURE EXISTING GAS MAIN FENCE FIBER OPTIC LINE GAS STRUCTURE UNiDENT1FIED POST UNIDENTIFIED STRUCTURE GUARD RAL MARSH, POND. WETLAND OR LAKE OVERHEAD ELECTRIC PIERS POWER POLE/GUY WIRE PROPERTY LINE RIP RAP ROAD/STREET AND RAILROAD R/W SEDIMENT FENCE (SILT FENCE) 0 • A, OR G FO av DC1 • O OR la r 1 1 _ILL OF 0 0 0 • 0 Nt SEDIVNT FENCE OUTLET SFO SIDEWALK STREET SIGN (LABEL TYPE) STORM DRAIN/CATCH BASIN, YARD AND DROP INLET TOWER LJNE TREE & BUSH UNDERGROUND CABLE UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE RAILROAD TREE UNE BRUSH UNE SUBSURFACE INVESTIGATION PERMANENT ACCESS EASEMENT PERMANENT PIPED/AT-GRADE STREAM CROSSING PERMANENT UTILITY EASEMENT TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY STREAM CROSSING SEWER EASEMENT GAS EASEMENT 15' STREAM BUFFER INLET PROTECTION sw Ur of I I I ut IJE UT UT AE PE TCE SSE E 0 1. PROJECT IS LOCATED IN THE YADKIN-PEEDEE RIVER BASIN. 2. CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE OF THOSE SHOWN ON PLANS. 3. THE PROJECT SHALL COMPLY WITH EROSION AND SEDIMENT CONTROL PERMIT ISSUED BY NC DEQ FOR PROJECT. 4. CONTRACTOR SHALL PREVENT EROSION OF SOIL AND SEDIMENTATION ON THE SITE AND ON ADJACENT PROPERTY RESULTING FROM HIS CONSTRUCTION ACTIVITIES. EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON EC SHEETS SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND APPROVAL BY THE ENGINEER TO REMOVE. 5. CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON ACTIVE ROADWAYS. ANY MUD/SOIL TRACKED ON ROADWAYS SHALL BE CLEANED DAILY. 6. EROSION CONTROL MEASURES WILL BE INSPECTED DAILY BY THE CONTRACTOR. EROSION CONTROL MEASURES IN NEED OF REPAIR WILL BE REPAIRED BY THE CONTRACTOR PRIOR TO CONTINUING WITH THE PROJECT WORK. 7. IF EROSION CONTROL MEASURES, IN ADDITION TO THOSE SPECIFIED AND REQUIRED ON THE DRAWINGS, ARE REQUIRED BY THE ENGINEER DUE TO THE ACTION OR PROCESSES OF THE CONTRACTOR, ALL COST SHALL BE AT THE CONTRACTOR'S EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER. FOR ON SITE TEMPORARY STOCKPILE OF SOIL MATERIAL THE CONTRACTOR MUST INSTALL SILT FENCE CONTAINMENT AREA IN ACCORDANCE WITH DETAIL 4-A. 9. PER NPDES NCG01, GROUND STABILIZATION ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1 SHALL BE COMPLETED IN 7 DAYS. GROUND STABILIZATION ON ALL OTHER AREAS SHALL BE COMPLETED IN 14 DAYS. SEEDING SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS OR AS DIRECTED BY PLANS. 10. A PERMANENT VEGETATIVE COVER SUFFICIENT TO RESTRAIN ACCELERATED EROSION SHALL BE ESTABLISHED ON ALL DISTURBED AREAS. TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED DURING ALL TIMES OF THE YEAR NOT SUITABLE FOR THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER- ANY TEMPORARY SEEDING THAT THE INSPECTOR DETERMINES AS FAILING WILL BE RE -SEEDED UPON NOTIFICATION OF THE CONTRACTOR. 11. AT THE COMPLETION OF THE WORK OR AT SUCH TIME AS THE ENGINEER, OWNER, AND STATE REGULATORY AGENCY DETERMINE THAT ADEQUATE PERMANENT EROSION CONTROL MEASURES HAVE BEEN ESTABLISHED. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES AND DISPOSE THEM OFF SITE. 12. ANY ON SITE STOCKPILING IS TO BE COORDINATED AND APPROVED BY THE ENGINEER. THE STOCKPILE SHALL BE STABILIZED PER NPDES NCG01. GROUND STABILIZATION ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1 SHALL BE COMPLETED IN 7 DAYS - GROUND STABILIZATION ON ALL OTHER AREAS SHALL BE COMPLETED IN 14 DAYS. SEEDING SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS OR AS DIRECTED BY PLANS, ASPHALT TACKIFIER SHALL NOT BE USED FOR ANCHORING STRAW. 13. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT EXISTING GRAVEL DRIVES AT STOUGH ROAD ARE SUFFICIENTLY STABLE AT ALL TIMES DURING CONSTRUCTION TO PREVENT RUTTING OF THE DRIVE AND TRACKING OF MUD BEYOND THE PROJECT LIMITS. IF THE CONTRACTOR DOES NOTE MUD OUTSIDE OF THE PROJECT LIMITS, THEY SHALL IMMEDIATELY CLEAN UP THE SITE AND MAKE NECESSARY IMPROVEMENTS. IF THE CONTRACTOR NOTES EXCESSIVE RUTTING OF THE DRIVE OR WET, LOW SPOTS, ETC. THEY SHALL CONTACT THE OWNER OR ENGINEER FOR DIRECTION. AT THE DIRECTION OF THE OWNER, ENGINEER (OR NCDEQ INSPECTOR), THE CONTRACTOR SHALL STABILIZE EXISTING DRIVE WITH A CRUSHED STONE DRIVE ON GEOTEXTILE FABRIC AS PER DETAIL 6-E. PRIOR TO INSTALLATION OF STONE BEDDING CONTRACTOR SHALL REMOVE WET MATERIAL AND BLADE SMOOTH THE DRIVE. 15. NO TEMPORARY OR PERMANENT PIPED STREAM CROSSINGS OF CODDLE CREEK OR TRIBUTARY CREEKS WILL BE ALLOWED EXCEPT FOR THE TEMPORARY AND PERMANENT CROSSINGS NOTED ON THE PLANS. ALL OTHER PROJECT AREAS WILL BE ACCESSED VIA ACCESS ROADS AND EASEMENTS AS NOTED ON THE PLANS. 11. NO WORK SHALL TAKE PLACE IN CODDLE CREEK EXCEPT FOR THOSE AREAS WHERE A STREAM BYPASS SET UP IS NOTED ON THE PLANS. ALL WORK WITHIN THE CREEKS SHALL BE IN THE DRY OUTER LIMITS OF TEMPORARY CONSTRUCTION EASEMENT AND/OR PERMANENT SEWER EASEMENT ARE EQUAL TO THE LIMITS OF DISTURBED AREA ON ALL SHEETS UNLESS OTHERWISE NOTED. DISTURBED AREA = 52.8 ACRES ID Boring Type Approximate Depths Rock Present Boring DepthDepth DepthBoring Cave -In Depth to Auger 1 Auger ProbeDepth Auger • .. Sampling Sampling10 Auger11 r 12 Auger • .i 14 Sampling 16 Auger Probe/ 17 Auger • •• 19 Auger • / t Auger Probe 24 Auger Probe 25 7 2$ Auger • ■. 26 Auger Probe 25 15 - - 27 Auger Probe i . wSampling 30 Auger ' 31 Auger • ■• 32 Auger • Probe33 Auger 34 Auger Probe X Auger35 Probe Sampling36 Auger Probei • Auger Probe 10 Sampling39 42 Sampling 14 12 13 5 14 i Auger • 44 Auger Probe 14 - 14 46 Auger Probe 13 2 13 - •Samplingi 3,5 Y 1 Boring ID Boring Type Approximate Depths Rock Present at Surface Boring Depth Depth to Water Cave -In Depth Depth to Auger Refusal Depth 53 Auger Probe 15 6 15 55 Sampling tAuger Probe • Sampling63.1 • Auger Probe : •• Auger Probe 20 14 ! Sampling67 +• .' . • i • Probe « Sampling75 • 76 Sampling 13 8.5 13 77 Auger Probe S 79 Sampling 24 12 13.5 24 - FLOODPLAIN NOTES 1. PERMIT TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE INSTALLATION OF TEMPORARY STRUCTURES WITHIN THE FLOODPLAIN PER THE CABARRUS COUNTY DEVELOPMENT ORDINANCE (SEE 16.5.B.(7)) 2. ALL DISTURBED AREAS SHALL BE RETURNED TO ORIGINAL GRADE WITHIN THE FLOODPLAIN. ALL EXCESS MATERIAL SHALL BE REMOVED FROM FLOODPLAIN AND RESTORED SURFACES SHALL MATCH EXISTING CONTOURS. CONTRACTOR TO CERTIFY POST CONSTRUCTION CONTOURS HAVE BEEN RESTORED TO MATCH PRE CONSTRUCTION CONTOURS. 3. AFTER THE PROJECT IS COMPLETED, A PROFESSIONAL ENGINEER MUST PROVIDE CERTIFICATION THAT DISTURBED AREAS HAVE BEEN COMPACTED AND STABILIZED WITH GROUNDCOVER OR OTHER MEASURES SUFFICIENT TO PREVENT EROSION DURING FLOOD EVENTS. 4. TEMPORARY DIKES CONSTRUCTED PARALLEL TO STREAM CENTERLINES FOR BANK STABILIZATION PROJECTS OR CONSTRUCTED ACROSS STREAMS FOR STREAM DIVERSIONS MAY NEED TO BE REMOVED AS PART OF THE RESPONSE TO FLOOD WARNINGS. 5. EQUIPMENT IN THE FLOODWAY SHALL BE RESTRICTED TO ONLY THAT NECESSARY TO COMPLETE THE SEWER LINE CONSTRUCTION. ALL OTHER EQUIPMENT NOT ACTIVELY USED IN THE CONSTRUCTION SHALL REMAIN OUTSIDE OF THE FLOODWAY LIMITS. 6. EQUIPMENT IS TO BE EVACUATED FROM THE SITE AND PLACED OUTSIDE THE FLOODPLAIN DURING POTENTIAL FLOOD EVENTS. 7. ALL PREPARATION WORK FOR THE TRENCH EXCAVATION WORK TO CROSS THE ACTIVE STREAM SHALL BE COMPLETED AND STAGED SO THAT THE TIME IN THE ACTIVE STREAM IS LIMITED. TEST EXCAVATIONS, DRILLING OR OTHER ACTIONS THAT ARE NEEDED TO DETERMINE THE POTENTIAL IMPACTS OF ROCK EXCAVATION SHALL BE COMPLETED IN ADVANCE OF THE PIPE INSTALLATION ACROSS THE STREAM. 8. CONTROLLING THE FLOW IN THE STREAM WITH COFFER DAMS PER DETAIL 4-0, SHALL BE SCHEDULED AND COMPLETED TO REDUCE THE IMPACTS OF WET WEATHER. ALL MATERIALS AND EQUIPMENT USED TO COMPLETE THE CONTROL OF WATER DURING CONSTRUCTION SHALL BE REMOVED PRIOR TO ANY PRECIPITATION EVENT. 9. ALL MECHANICAL EQUIPMENT OPERATED NEAR THE STREAM SHALL BE INSPECTED AND MAINTAINED REGULARLY TO PREVENT CONTAMINATION OF THE STREAM WATERS FROM FUEL, LUBRICANTS, HYDRAULIC FLUIDS OR OTHER TOXIC MATERIALS. FUELING, LUBRICATION AND GENERAL EQUIPMENT MAINTENANCE SHALL BE PERFORMED IN A MANNER TO PREVENT CONTAMINATION OF SURFACE WATERS BY FUELS AND OILS. 10. PETROLEUM SPILLS OF 25 GALLONS OR MORE, OR ANY SPILL THAT CAUSES A SHEEN ON SURFACE WATERS REGARDLESS OF ANY AMOUNT OCCURRING WITHIN 100-FEET OF SURFACE WATERS SHALL BE REPORTED IN ACCORDANCE WITH 143-215.85(B). C A ROC j • c SEAL r- •_036837 CIt1E;''O 12/04 20 6730 Freedom Drive PREPARED BY CD 0 C7 License No. P-0601 } Z O 0 CO U 0 O w w 06 CO z O (2 rQ V f2 0 z z 0 0 MQ 0 NTERCEPTOR LOWER CODDLE CREEK PARALLEL z g3 0 Apprvd. Dale: 07/13/20 Chkd: Dr,Nn: SMM MLH Scale: Project No. 2018-188 Sheet: C-1 EASEMENTS NC DEQ - NCGOI GROUND STABILIZATION & MATERIAL HANDLING PRELIMINARY PLANS NOT FOR CONSTRUCTION S 1PROJECTS'WSACCILOWER CODDLE CREEK\DRAWINGSICAD WORKING\PLAN SHEETS (' 2/8.'2021 1:24 PM No. PIO 4 Property Owner PROPERTY ACQUIRED EASEMENTS Deed Book Page Deed Book Page Deed Book Page Deed Book Page Map Book Page Map Book Page 1 5527-37-9049 Elisha Walker 12778 278 605 589 3028 275 2301 236 2 5527-47-1529 Adam Wayne Thompson 477 742 606 669 3028 273 - - 3 5527-48-3461 A.B. Bentley 5585 172 615 463 3146 105 - - - - - - 4 5527-49-1324 William D. Matthews 577 40 3146 105 589 173 - - - - - - 5 5527-37-3956 Greenway Waste Solutions 12426 41 3061 226- 6 5528-11-8222 Greenway Waste Solutions 2658 76 3061 226 - - - - - - - - 7 5528-01-3537 Greenway Waste Solutions of Harrisburg Inc 12426 41 749 63 741 256 - - - - - - 8 5528-31-0660 AUTUMN RIDGE II NMOW NRS ASSOC 2816 275 - - - - - - 32 7 & 8 - - 9 5528-22-7294 Meagan C Isenhour 14046 258 - - - - - - 32 7 & 8 - - 10 5528-21-1981 Autumn Ridge II Homeowners' Association Inc, 2816 275 .3358 148 - - - 33 34 34 62 11 5528-03-8078 201ConcordNC Inc 13814 220 606 58 - - - - - - - 12 5528-03-1275 201 ConcordNC Inc 13814 220 606 58 3061 228 - - - - - - 13 5518-93-0799 Dimitri and Melody Karampourniotis 705 272 606 58 3028 279 - - - - - - 14 5518-84-7198 Diane Lee Humphrey 9477 130 3376 168 596 776 - - - - - - 15 5518-83-4682 EMJA PROPERTIES LLC 1 11711 58 675 139 9470 340 & 344 2491 274 - - - - 16 5518-83-4550 EMJA PROPERTIES LLC 11711 58 675 139 9470 340& 344 2491 274 - - - - 17 5518-74-9619 H H Morrison Invstms LLC 9823 330 3001 205 - - - - - - - - 18 5518-75-5722 Kenneth Leon Stough and Patti Jean S Corzine 13651 196 3001 203 - - - - - - - - 19 5518-44-8790 Jenoal G Blackwelder 1 8890 159 627 835 - - - - - - - - 20 5518-65-1950 Hawick Commons Homeowners Assoc. 9477 130 627 835 3398 109 3146 100 & 108 - - - - 21 5518-66-1241 Adalinda Rivaz Diaz 13275 160 637 6 3001 201 - - 34 32 - - 22 5518-66-0421 Phillip R. Lapish 3390 201 637 6 3001 201 - - 34 32 - - 23 5518-56-7757 Glengrove Homeowner Assn. INC 11531 204 627 847 3001 199 1845 307 - - - 24 5518-56-0455 Glengrove Homeowner Assn. INC 11531 204 627 847 3001 199 60 92 - - - - 25 5518-56-1973 Bernice Jean Page 558 399 622 340 3028 271 - - - - - - 26 5518-46 8879 Deborah Staples Bradley 4952 283 1945 186 3028 271 622 340 - - - - 27 5518-47-6126 Robert E. Gee 576 709 620 709 2965 173 - - - - - - 28 5518-47-4296 Breeze Brenda Beatrice Furr 5770 217 3001 209 627 822 - - - I. - - - 29 5518-47-3446 Paul Douglas Meyer& wife, Linda G. Meyer 7098 335 625 22 3001 207 - - - - - - 30 5518-47-2617 Paul Douglas Meyer & wife, Linda G. Meyer 1332 179 627 826 2965 213 - - - - - - - 31 5518-47 1882 Dennis A and Karen Rieck 6215 31 622 338 2965 179 - - - - - - 32 5518-48-1005 Gary Wayne Winslow 779 329 628 472 3001 217 - - - - - - 33 5518-48-0289 Hilda Garibo Cuevas 11630 263 2965 177 - - - - i. - - - - 34 5518-36-4862 Deloris B Austin and Wendy M Austin -Sellers 13538 14 627 853 3001 215 - - - - - 35 5518-48-0602 Jorge L. Martinez Hui/ 10250 213 3120 114 - - - - - - - 36 5518-48-0758 Peggy G. Wally 883 230 3210 140 - - - - - - - - 37 5518-48-0983 Robert & Lori Wall erius 13483 139 2965 181 - - - - - - - - 38 5518-49-0200 Patrick R. & Catherine R. Mclndoe 10227 92 5543 285 - - - - - - - - 39 5518-39-4267 Glengrove Homeowner Assn. INC 8495 268 627 841 - - - - - - - - 40 5518-49-1308 Bejamin Andrew Wilson and Randi J Wilson 13969 289 5543 285 - - - - - - - - 41 5518-49-1570 Catherine R Meindoe and Patrick R Mcindoe 9349 12 - - - - - - - - - - 42 5518-49-2683 Hassell Oxendine 493 287 - - - - - - - - - - 43 5518-49-3756 Sharon B Belanger 544 330 1- - - 44 5519-40-3010 Philip Linburg McCrrary 1229 182 - - - - - - - - - - 45 5518-39-7811 Barbara L Mysinger 643 90 628 470 - - - - - - - - 46 5518-39-5726 Barbara L Mysi nge r 643 90 3115 215 800 6- 47 5518-39-3878 Allen L Overkamp & wife, Sheila L Overkamp 555 330 - - - - - - 17 32 - - 48 5518-39-0859 Kein C. Nguyen and Lehuyen T. Pham 13126 69 895 91 3001 219 - - - - - - 49 5518-29-8520 Fred Brackett & Elizabeth Dove Brackett 8813 8 895 91 1 - - - - - - - - 50 5518-29-7789 _Steven Frank H Braswell Jr and Karen R Braswell 4138 223 895 91 3001 219 - - ? - - - 51 5519-20-4300 Tower Place LLC 2397 225 800 8 3146 97 - - - - - - 52 5518- 29-3496 Mark Shane & Susan H Butler 2909 210 800 8 { - - - - - - - - 53 5518-29-4622 Windstrearn Concord Telephone Inc 7996 254 800 8 - - - - - - - - 54 5188-29-1864 ShawkatJabr 8208 110 800 8 - - - - 31 70 - - 55 5518-29-1920 Robert D and Suzanne A Hugunin 2570 42 80C 8 4931 4 - - - i - - - 56 5518-29-0985 Lachasity A. Froney 12044 65 800 8 4931 4 - - - - - 57 5188-20-0130 Sue Salon 12926 194 800 8 4931 4 - - - - - - 58 5518-10-8158 Daniel A. Lambert& wife, Kimberly R. Lambert 10108 16 800 8 4931 4 - - - - - - 59 5518-19-7975 Robin H. Shank le 3024 224 800 8 4931 4 - - - _ - - - 60 5518-19-5977 Susan Spaeth Northrup 2292 34 - - - - - - 31 69 - - 61 5518-10-4059 Peter J, Bartlett & wife, Patti S, Bartlett 2284 296 800 8 3146 102 - - - - - - 62 5518-19-3947 Albert J. Saiani & wife, Deborah J. Saiani 2257 219 800 8 Unknown Unknown - - - - 63 5518-09-8696 Jamie D Catalano 12351 49 800 15 3001 211 - - - . - - - 64 5518-09-6672 Charles P Catalano Sr 8519 42 Uknown Unknown - - - - 65 5519-00-6246 James Arthur & Ellen Jun Murray 1842 174 800 15 3001 211 - - 29 1 5 - - 66 5519-00-4536 Todd Wesley McGee 14279 169 3284 255 800 15 - - - - - - 67 5519-01-4020 Aguilar Cruz &Alfaro Misael Antonio Hernandez 13836 59 Uknown Unknown - - - - - - 68 5519-01-0247 John P. Patalak & wife, Lydia Patalak 14190 326 800 3 4930 347 - -- 69 5509-91-5377 AAPCO Southeast inc 13274 1 3307 123 - - - - - - - - 70 5509-91-2606 David L& Denise MMclain 5368 326 3307 123 - - - - - - - - 71 5509-80-8954 Maxwell B & Laura D Davis 522 385 799 785 & 289 - - - - - - 72 5509-81-8727 Francis Lyle & Joan A Coyle 563 63 800 - 13 3120 110 - - - - - - 73 5509-73-6188 Janise Cochran Morris 643 259 989 251 3115 213 - - _ - - - - 74 5509-81-0841 Ronald L & Nancy Dudonis - 3886 9 - 799 269 - - - - - - - - 1 i anti l 1, .•\\A AR e0 C• �Q • SEAL '- GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCGO1 Construction General Permit (sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Stabilize within this Site Area Description many calendar Timeframe variations days after ceasing land disturbance (a) Perimeter dikes, swales, ditches, and perimeter slopes 7 None (h) High Quality Water 7 None (HQW) Zones lc) Slopes steeper than If slopes are 10' or less in length and are 3:1 7 not steeper than 2:1, 14 days are allowed -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 Id) slop,. 1 i 1.1 4.1 14 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed - )e) Areas with slopes -7 days for perimeter dikes, swales, ditches. perimeter slopes and HQW Zones flatter than 4:1 14 -10 days for Fails Lake Watershed unless there is zero slope Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but In no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: Temporary Stabilization Permanent Stabilization • Temporary gi ass seed covered with sr, aw of • Permanent grass seed covered wen sit aw of other mulches and toc.'hers Other mulches and tackrRers • uydroseeding • Grafton. fabrics such as permanent soil • Rolled erosion control products With or r Pi nforrem ern matting wit Noir temoorary grass seed • NydroseedIng • Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered • Plastc sheeting with mulch • uniform and evenly distributed ground over sufhcenT to restrain erosion • Structural methods such as concrete, asphalt or retaining wails • Rol'err erosien control prodors with grass seed POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved FOAMS/Flocculonts. 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculonts and in accordance with the manufacturer's instructions. 4. Provide ponding area for containment of treated Stormwater before discharging offsite. 5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or surrounded by secondary containment structures. EQUIPMENT AND VEHICLE MAINTENANCE 1. Maintain vehicles and equipment to prevent discharge of fluids. 2. Provide drip pans under any stored equipment. 3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5. Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1. Never bury or burn waste. Place litter and debris in approved waste containers. 2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5. Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6. Anchor all lightweight items in waste containers during times of high winds. 7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8. Dispose waste off -site at an approved disposal facility. 9. On business days. clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3. Contain liquid wastes in a controlled area. 4. Containment must be labeled, sized and placed appropriately for the needs of site 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. EARTHEN STOCKPILE MANAGEMENT 1 Show stockpile locations on plans. Locate earthen -material stockpile areas at (east 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3. Provide stable stone access point when feasible. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. a 1 if so ..a 'TAU `b n "'fF a N, ONSITE CONCRETE WASHOUT STRUCTURE MATH LINER .rrrnra -A l�K a,x.Aq. arananaro • tin• a .a me.e n anon, .rnev.n .,N, s:+ Ai`"lioa" acIUly GRAD riA OIJi SrwjcTUat L. W... wh,a ,ate NKr ,,onar - dN l PLW ,tea a'5il'tK" lumal- &DOVE :leaf:% rikau t 31111rruRr CONCRETE WASHOUTS 1. Do not discharge concrete or cement slurry from the site. 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4. Install temporary concrete washouts per Local requirements, where applicable. if an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it tan be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7 Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8. Install at (east one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. HERBICIDES, PESTICIDES AND RODENTICIDES 1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4. Do not stockpile these materials onsite. HAZARDOUS AND TOXIC WASTE 1. Create designated hazardous waste collection areas on -site. 2. Place hazardous waste containers under cover or in secondary containment. 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground. NC DEQ - NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING SELF -INSPECTION, SECTION A: SELF -INSPECTION PART IIi RECORDKEEPING AND REPORTING normal business hours in accordance with the table conditions would cause the safety of the inspection may be delayed until the next business day In addition, when a storm event of equal to of normal business hours, the self -inspection shall of the next business day. Any time when inspections Inspection Record. inspection records must lrickidis on or be Self -inspections below. personnel which greater performed were NOTE: are required during When adverse weather or site to be in jeopardy, the inspection it is safe to perform the inspection. than 1.0 inch occurs outside upon the commencement delayed shall be noted in the frequency Iriry•ot (during normal bwln,o hours) (1) Rain ono Derry maintained In good working enter Darla ranter' araK.411ts If no daily ram g.wge observations ate made during weatrrd or holiday senses, and no Indwiduai der rainfall information n aVa4abIe, record the canularive •oar measurement int Share un attended days (and this will determine ,r a site inspection rs needndl Days on Wallach no raintan nai.,1red pia t.• tVrooi 4 as *zero " The permatee may use antis rem monitoring device oppressed by ih• Lawman (2) 1&5C Al Misr nnrr pm MeasirY calendar days drat w4hm 24 hours of a rain aiVnra. 1.0 inch in 20 hours 1 1 denIhnannn cif the Me:Wifea Imnectnd, L Lute and tine of Ne unpectan, T seams' of nhr person pm -harming the ,rrmwerion_ 4 indication of whether the measun* were operar ng enperly, S Description of maintenance needs for the m•aswa 5. Deicrlpt1On. evidence. and dated conecihe actions taken (3) 9 otmweler Ar Mau once per discharge 7 calendar days i molls tSOds) moo warm 2A limlrl, 111 a role WVnnt ?IA) Inch in 24 bruin 14) Perimeter of At bast once per Orr, 7 calendar days and within 24 hours of a rain event a 1.D itch in 24 hnun I) Srrearris or At bast once per wetMnds crime 7 calendar days or cefslte and within 24 (where hours of o rain access tannMal al D 'nth an 24 hmres 1 •denancacoon of the discharge nut/aIb inspected 2. Date and tane ef the inspection. I- Varna of the per -,on porformang toe ierpnenan. 4 Eatdernnar Irtditaltales 1f Itnemwarea pollution. m.J• ,l. Oat sheen, floatingat suspended solids or ifs armauon. S . wile -item of visible i•dimenr r•aang the age, h. Description. evidence, and date of corrective ..bons taken It viable sednnentat lots is round outside gas haul, then a record of the endowing oat no. m,Mc• 1 Actions taken to clean up or srab4be the scdil r+nt that rash's Ihn alto limes. 2 Description. evidennce. and dace of eoarecth• actions taken. aryl 3 An explanation as to the aa,r,ns taken to control tome rnMaaa,. IN the stream or wetlad has Increased Visible sed,me minim or , stream has saIlble Increased tutodlty from the comsat Van activity, then a rncnrd tithe rdlnwing Shan be made, 1, Description. evidence and date of correct,ve scions taken. and 1 Wet mil% nerhetrain ved rntirn. le r lac alatime.arr R.viawn rtegiona I office per Pan ill. Se`-rien L. 'ern ;21(a 1 of this permit id) rxnuhd After each phase mrbliaar,on tit grading I measures The rain inspection resets 1. the phase of grading linatallatinn at waverer E&SC -masur.n stain, a and grubbing, .nsr*il1tvm of vorm dunnage faclndm, mmpieton of a4 lard-0nturb,ng activity. construction or eedevekureent permanent ground cover). 2 Documentation that the metered ground uelniUaI4 n measures have been pro iderd within the retuned trmettame df an assurence that they wall be preened as soon as possible the required 7 calendar day inspection requirement. PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1. E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site [he approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. Item to Document sal Each E&5C measure has been installed nut does not signlllcantly deviate Tram the 1„ ;.stuns, almenslons and relative Q1ew110n4 shown On the approved E&SC pion (bl A phase of grading iris been completed. (c) Ground cover is located are installed In accordance with the approved E&SC plan. (di The maintenance and repair requirements tor all E&SC measures have been performers. Documentation Requirements Initial and date each E&SC measure on a copy of the approved f &SC plan or camplotc. date And 1Ign an Inspection report that hats each E&SC measure shown on the approved E&SC plan, This documentation Is required upon the Initial installation of the E&SC measures or if the E&5C measures are modified alter Initial installation. Initial and date a copy of the approved E&SC plan or complete. date and sign an inspection report to indicate tompictarn of the construction phase. Initial and date a copy of the approved E&SC plan or complete, date and sign an inspection ropatt to indicate compliance with approved ground cover specifications, Complete, date and sign an inspection report. iel Corrective actions have been taken t0E&.st measures. Initial and date el copy of the approved E&Sc plan or complete. date and sign an inspection report to indicate the completion of the corrective action. 2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site -specific exemption based on unique site conditions that make this requirement not practical: (a) This General Permit as well as the Certificate of Coverage, after it is received. (b) Records of inspections made during the previous twelve months. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically -available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard -copy records. 3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [4D CFR 122,411 PART II, SECTION G, ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal shall not commence until the E&SC plan authority has approved these items, (b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems. (d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, (e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. SELF SECTION C: REPORTING PART III -INSPECTION, RECOROKEEPING AND REPORTING be Reported the following occurrences: in a stream or wetland. or more, 25 gallons but cannot be cleaned up within 24 hours, on surface waters (regardless of volume), or 100 feet of surface waters (regardless of volume). substances in excess of reportable quantities under Section Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA or G.S. 143-215.85. and unanticipated bypasses. the conditions of this permit that may endanger health or the and Other Requirements aware of an occurrence that must be reported, he shall contact regional office within the timeframes and in accordance with below. Occurrences outside normal business hours may also Environmental Emergency Center personnel at (800) 311 the be 1. Occurrences Permittees )a) (b) (c) (d) (e) Z. Reporting After the other reported 858-0368. that Must shall report visible sediment deposition Oil spills if: • They are 25 gallons • They are less than • They cause sheen • They are within Releases of hazardous of the Clean Water (Ref: 40 CFR 3,02.4) Anticipated bypasses Noncompliance with environment. Timeframes a permittee becomes appropriate Division requirements listed to the Department's QCCuammar Reportingtirnetramus (Alper Discovery) and Mbar Rirquiranmata (al Vts'ble sediment deposition in a stream or wetland Ill) all spills and retease or hazardous suhntinto per Item above • Within 24 hours, an oral as elect rank notification. • Within 7 calendar days. a report ?Aar cootalns a descrlpbon of the sedenert and actions taken to address the cause of the deposition. Division staff may 4vtaV4 the, requitrrmrnr los a written report cro a caw -by -Case basis • It the Atrium Is named tin the sac '101idl flat as impaired for setlimert- refated mouses, the permittte may be rebored to perform additional monitoring. inspections or apply trdre stringent practices 11 stall determine that additional requirements are needed to assure compliance with the federal or state Impohedoeateis torditlnrn. • worn 24 hours, an oral or electronic notification -he n0tlf1cetion shall include Irtorniutlor about the date. Jim,.:, nature, sulumc arid location of the spill ar release. ,_1.(hci (c) Anticipated bypasses IA0 CFR 122.41(003)1 • A report at least ten days before the date of the bypass, (1 passible. The report shall ihclode an evaluation o1 the armcipated quality :rid er'ec:ofthe asyp_ -- Id) tirtantldputee, bypasses la0 CHt 122.41(m)(31i te( Noncompliance with the conditions pl sirs permit Uaat may endanger health or the cnvir0nmcnvel0 EFR 122.41111(7)1 ~ • Ida hln 24 hours, an twat eis glen -made nntlritratinn_ I • Within 7 calendar day% a report that includes. an evaluation at the quality and etrect o1 the bypass • Within 24 hairs, m oral or cicctrenic notification, • Wrthln 7 calendar days, a report that contains a descnpnon of the noncompliance. aria its caused; the period or noncompliance. intiudmg Penn daitcc nnrr nines. and it ttac noncompliance halt lair been corrected, the anucnpated time noncompliance rs expected to rontlnnur; and steps takers of planned rn reduce eliminate, and prevent reoccurrence or the n oi;(onnplwnt.e. 140CFR 122.4t11)(d). • Division Stan may waive :he reauuement toe a written report on a Lase -by -case basis. 6730 Freedom Drive PPFPARED BY: 704-919-1900 License No. P-0601 3- 0 U 12 Cr U 0 O w 06 w z_ 0 (2L 0 I 0 z z 0 0 EASEMENTS & NC DEQ NCGO1 NOTES z 0 IJ7 0 0 W 0 z z ll 0 CD w r?.1 O CC 0 0 c4 01 0 0 (`J 0 N Apprvd. file: 07/13/20 Chid: SMM Firyyr M L H Scale: Project No. 2018-188 C-2 7/14/2022 2:54 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\E-O.DWG LEGEND EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING SAN. SWR. MANHOLE PROPOSED SAN. SWR. MANHOLE EASEMENT NUMBER PROPERTY LINE (PER GIS) EXISTING SEWER EASEMENT PROPOSED SEWER EASEMENT PROPOSED TEMPORARY CONSTRUCTION EASEMENT SS • r SSf SSE / ,r\ 7 TEMP. CONSTRUCTION ENTRANCE AT ROCKY RIVER ROAD (SEE EC-1) INSTALL PERMANENT CULVERT STREAM CROSSING \ti TEMP ACCESS EASEMENT WITH TEMP. CONSTRUCTION ENTRANCE (SEE EC-1) TEMP. CONSTRUCTION EASEMENT WITH TEMP. CONSTRUCTION ENTRANCE OFF DRIVEWAY AT ROCKY RIVER ROAD a - 104losivr 1440' • • / 7 i Sr' 35, PERMANENT ACCESS EASEMENT WITH TEMP CONSTRUCTION ENTRANCE (SEE EC-3) INSTALL PERMANENT 18" RCP CULVERT AND GRADE AT DIRECTION OF ENGINEER N NOTES: 1. SEE SHEET C-2 FOR TABLE CONTAINING EASEMENT INFORMATION. NCDOT NOTES: 1. FLAGGER TO BE UTILIZED DURING TIMES OF OFFLOADING, WHEN CONSTRUCTION VEHICLES CANNOT SAFELY EXIT PROJECT AREA, AND/OR AT THE DIRECTION OF THE ENGINEER. 2. CONTRACTOR TO CONTACT NCDOT AFTER TEMPORARY CONSTRUCTION ENTRANCE REMOVAL AND BEFORE FINAL PERMANENT MAINTENANCE ACCESS IMPROVEMENTS TO DETERMINE FINAL CONFIGURATION. I . A — FEMA FLOODWAY (TYP.) 7 \\ m 3 m / INSTALL PERMANENT CULVERT STREAM CROSSING SS 440**7.4,--.11,,ok onwpip-\_.x._,,.. _ ., _, • 4, Wift ,e/./:// ill 4 ‘ / 1' 1 •A44 ty ,P4-1.zo,p t •Pst 9b o / PERM. ACCESS / EASEMENT CONSERVATION AREA LIMITS PER GIS (TYP.) PERMANENT ACCESS EASEMENT WITH NO TEMPORARY CONSTRUCTION ENTRANCE CREEK CENTERLINE(TYP.) n TEMP. CONSTRUCTION ENTRANCE 411111 JI • / PROPERTY LINE (TYP.) PERMANENT ACCESS EASEMENT INSTALL AT -GRADE CROSSING ACCESS FOR REHAB VIA ROCKY RIVER ROAD. ACCESS EASEMENT ABUTS CONSERVATION AREA. NO MOWING OR VEHICLE TRAFFIC WITHIN CONSERVATION LIMITS. / 100-YR FLOOD PLAIN (TYP.) \ BEGIN PERMANENT ACCESS EASEMENT AT RIGHT OF WAY NO ACCESS BENEATH RAILROAD BRIDGE EXISTING GRAVEL & —\\ DIRT ROAD N / i INSTALL TEMP BRIDGE MAT PERMANENT ACCESS EASEMENT WITH TEMP CONSTRUCTION EASEM ENT. / 1' J R/W vridwoAir 355 SSF_ = is[ EXIST. CULVERT STREAM CROSSING 35' SE /_Si i SSE_ SSE PERM. ACCESS EASEMENT WITH TEMP. CONSTRUCTION ENTRANCE J PRELIMINARY PLANS NOT FOR CONSTRUCTION 1 L) z IN atigalk- IN 7 7 �f PERMANENT ACCESS EASEMENT VIA LIPPARD LANE TEMP. CONSTRUCTION X ENTRANCE c. 0 Aftlirli 0111.1.111 r i PERMANENT ACCESS EASEMENT WITH TEMP. CONSTRUCTION ENTRANCE VIA NC-49. CONTRACTOR TO UTILIZE EXIST. DRIVEWAY FOR ACCESS TO TEMP. CONSTRUCTION ENTRANCE. (SEE EC-7) GRAPHIC SCALE 0 150 300 1 inch = 300 ft. / / j 1111111111171E CAR =OQ- . •• 55;•OL/ / /"N 2'v "Q SEAL f• 036837 04/04 22 PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 CABARRUS COUNTY, NO 1 i REVISIONS PER DISCUSSIONS W/ ►4 DQT g o 1 2 i a a Apprvd. Dote: 02/02/2021 Chkd: MLH Drwn: RHK Scale: 1" = 300' Project No.: 2018-188 Sheet: E-0 LEGEND EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EX|8lNGSAN. SNR. MANHOLE PROPOSED B\N.8NR, MANHOLE EASEMENT NUMBER PROPERTY LINE (PER G|\) EXISTING SEWER EASEMENT PROPOSED SEWER EASEMENT PROPOSED TEMPORARY CONSTRUCTION EASEMENT ss A� � | _ _ ~_ o � � 7 4/12/2022 12.50 PM S \PROJECTS\ VVSACC\LOVVER CODDLE CREEKNDRAWINGS\CAD WORKING\PLAN SHEETS \ \ / \ -~ � ` EX. GATE / �> � -- � � \ \ PERMANENT ACCESS \ EASEMENT / � ~ \ � / / y TEMP. CONSTRUCTION ENTRANCE / / / / \ ( / \ EXISTING GRAVEL 0 DIRT ROAD \ / / � NOTES: 1. SEE SHEET ['2FOR TABLE CONTAINING EASEMENT NCO{}TNOTES: 1. FLAGGERT[)BE UTILIZED DURING TIMES OFOFFLOADING, WHEN CONSTRUCTION VEHICLES CANNOT SAFELY EXIT PROJECT AREA, /\Nn/OR/\TTHE DIRECTION {]FTHE ENGINEER. 2. CONTRACTOR T{lCONTACT NC[}OTAFTER TEMPORARY CONSTRUCTION ENTRANCE REMOVAL AND BEFORE FINAL PERMANENT MAINTENANCE ACCESS IMPROVEMENTS T{l DETERMINE FINAL CONFIGURATION. / ^^ / �~ � / / / 6+ � / � m/�rm' nco^:^mcmrnxvcor INSTALL PERMANENT - ----'` ------- �|M�A,NLMQ��|�� ` � ~ �^ - � / � ._ / � INSTALL PERMANENT AT'GRADESTREAM CROSSING | DEEP CREEK NO, CULVERT PRESENT � � � / / -___ix __- � ~ -~ � / / PERMANENT ACCESS EASEMENT / / EXGATE &EXCULVERT EX. CULVERT CROSSING ) PROPERTY LINE (TYP] EXTENDS TO STOUGH ROAD / / / � � / / / NOACCESS VIA CONCORD EASEMENT _ INSTALL PERMANENT AT -GRADE STREAM CROSSING / PERMANENT ACCESS EASEMENT WITH TEMP. CONSTRUCTION ENTRANCE � N, / � / / / TEMP. CONSTRUCTION 'ENTRANCE \~ � � ' PERMANENT ACCESS EASEMENT / � loe � / / \ \ FEK0A FLOOOVVAY (TYP] \ � \ ` ' - CREEK CENTERLINE (TYP.) TEMP. CONSTRUCTION ENTRANCE AT PAVEMENT LIMITS PERM ACCESS EASEMENT TOVVENDYLNFOR REHAB AND MAINTENANCE PERK4ANENTACCESS EASEMENT WITH TEMP CONSTRUCTION ---ENTRANCE PERMANENT ACCESS EASEMENT WITH TEMP. CONSTRUCTION ENTRANCE � PERMANENT ACCESS EASEMENT TOWITH TEMP CONSTRUCTION ENTRANCE ATSTQUGHRD. INSTALL PERMANENT l8''RCP CULVERT |NDITCH LINE AJ R}GHT'OF'VVAYAND GRADE AT DIRECTION OFENGINEER STEEP SIDE SLOPE NO CONSTRUCTION ACCESS PERM ACCESS EASEMENT FOR REHAB, ANDK4AMTENAN[E\ PERMANENT ACCESS EASEMENT FOR REHAB AND MAINTENANCE � INSTALL PERM. AT -GRADE STREAM CROSSING EX, PERM SEWER EASEMENT INSTALL TEMP. CONSTRUCTION ENTRAN[EAT5TOUGHRD. ��UU��Yy��`��k�K�� K-��K-U-UU��V||�� Y-��`U�.� NOT FOR CONSTRUCTION '~ PERMANENT ACCESS EASEMENT WITH TEMP. CONSTRUCTION ENTRANCE -ACCESS FOR REHAB AND MAINTENANCE VIA RO8ERTA ROAD. TEMPORARY GRADING TO 8EPERFORMED 4JDIRECTION OF ENGINEER. TEMP, REMOVAL OF±26LF GUARDRAIL REQUIRED TEMP. EASEMENT WITH TEMP. CONSTRUCTION ENTRANCE ' GRAPHIC SCALE U4/84 22 � PREPARED BY - Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR CONSTRUCTION ACCESS & OVERALL EASEMENT MAP � o REVISIONS PER DISCUSSIONS W/ NCOOT AL,p"d ��'�/��'�/'�� /��/�� |�-Y yV �J lU V unxn� ��UK�|| K`� Scale. � * -- | -- '��v �� Pnclect No. r�/�� U � � ��- �� U K�� Sheet: E 1 7/14/2022 2:56 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\E-2.DWG LEGEND EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING SAN. SWR. MANHOLE PROPOSED SAN. SWR. MANHOLE EASEMENT NUMBER PROPERTY LINE (PER G15) EXISTING SEWER EASEMENT PROPOSED SEWER EASEMENT PROPOSED TEMPORARY CONSTRUCTION EASEMENT SS • SSE NOTES: 1. SEE SHEET C-2 FOR TABLE CONTAINING EASEMENT INFORMATION. NCDOT NOTES: 1. FLAGGER TO BE UTILIZED DURING TIMES OF OFFLOADING, WHEN CONSTRUCTION VEHICLES CANNOT SAFELY EXIT PROJECT AREA, AND/OR AT THE DIRECTION OF THE ENGINEER. 2. CONTRACTOR TO CONTACT NCDOT AFTER TEMPORARY CONSTRUCTION ENTRANCE REMOVAL AND BEFORE FINAL PERMANENT MAINTENANCE ACCESS IMPROVEMENTS TO DETERMINE FINAL CONFIGURATION. 41'41111‘ totolr 411 • fol'im 01 on En IIIP *ilk ° *40 11*• 0 � u • 0 .• At vim * s \ cr \\N— PROPERTY LINE (TYP.) omo • TEMPORARY ACCESS EASEMENT AT LARAMIE RD WITH TEMP. CONSTRUCTION ENTRANCE / PERM. ACCESS EASEMENT WITH CONSTRUCTION ENTRANCE 5- ( PERM. ACCESS EASEMENT WITH - TEMPORARY CONSTRUCTION ENTRANCE 66 Mau( INSTALL PERMANENT AT -GRADE STREAM CROSSINGS FEMA FLOODWAY (TYP.) 100-YR FLOODPLAIN (TYP.) 0I CREEK CENTERLINE (TYP.) dk c A 'Ps ss 68 �R4 2 A Ig Q' riorsiiiir41%, its,04'ftftor ariri■ft, iftr Aft *arft0 PERM. ACCESS EASEMENT FOR REHAB AND MAINTENANCE St n m 0 7 70 z • ) N f ,/ z — 1 t 4 411fr,r- -f 7 f CREEK ENCROACHING ON EXIST. SAN SEWER EASEMENT STEEP CROSS SLOPES NO ACCESS FOR LARGE TRUCK / A INSTALL AT -GRADE STREAM CROSSING I PERM. ACCESS EASEMENT WITH TEMP. CONSTRUCTION EASEMENT / is .' CONCORD SEWER l,/ DUKE ENERGY RIGHT-OF-WAY r.�l // / 1 1 /) i /• / INSTALL AT -GRADE STREAM CROSSING / i 7 PERM. ACCESS EASEMENT WITH TEMP. CONSTRUCTION ENTRANCE INSTALL PERMANENT 18" RCP AT TOE OF SLOPE AND GRADE AT DIRECTION OF ENGINEER r \ GRAPHIC SCALE 150 300 1 inch — 300 ft. CAS Q SEAL f� 036837 04/04 22 PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 CABARRUS COUNTY, NO i i i i REVISIONS PER 131d) REMEW REVISIONS PER D SCUSS O* G W/ NcDOr ‘.2 O 1> C 04/04/2022 a © © a Apprvd. Dote: 04/04/22 Chkd: MLH Drwn: RH K Scale: 1" = 300' Project No.: 2018-188 Sheet: E-2 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-01.DWG 4/5/2022 5:11 PM 19 BEGIN PHASE 1 CONST. OF 30" SAN. SEWER PARALLEL REALIGNMENT & 48" RELIEF SEWER (SEE SHEET SS-1) - / N 77 7 LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA r� -'<cr i \ /� 1 J 00 SSE Wetland NN W1 - 0.03 acre temporary disturbance (PEM) P.I.N. 5527WALKER DB. 12778, P7-9049 G. 278 \ EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE COFFER DAM AND PUMP AROUND T 4- 4- 5. ON 'ACT•R I 0 LMI WOR NG AR A AND MAINTAINED CONSTRUCTION CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. 6. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. 7. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ALOE AND NCDEQ). THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY CASE BASIS. NCDOT NOTES: 1. CONTRACTOR TO CONTACT NCDOT PRIOR TO CONSTRUCTION OF SANITARY SEWER MAIN FROM STATION 12+00 TO 13+25. IF DIRECTED BY NCDOT DURING CONSTRUCTION, CONTRACTOR MAY BE REQUIRED TO PROVIDE AND IMPLEMENT ACTIVE SHORING PLAN. 2. FLAGGER TO BE UTILIZED DURING TIMES OF OFFLOADING, WHEN CONSTRUCTION VEHICLES CANNOT SAFELY EXIT PROJECT AREA, AND/OR AT THE DIRECTION OF THE ENGINEER. 3. ROCKY RIVER ROAD SPEED LIMIT = 45 MPH \ \ 7, /— SILT FENCE OUTLET PER DETAIL 4—B (TYP.) PROP. SAN. SEWER (TYP.) — EMERGENT WETLANDS 404 SF WITHIN EXIST. EASEMENT TO BE RESEEDED PER SPECIFICATIONS Wetland MM W2 - 0.023 acre temporary clearing (PFO)(Green) W3 - 0.0003 acre permanent clearing (PFO)(Yellow RESEEDED PER SPECIFICATIONS 1,006 SF WITHIN TEMP. CONSTRUCTION EASEMENT TO BE REFORESTED PER DETAIL 6—A EMERGENT WETLANDS 548 SF WITHIN EXIST. EASEMENT TO BE RESEEDED PER SPECIFICATIONS 605 SF WITHIN TEMP. CONSTRUCTION EASEMENT TO BE RESEEDED PER SPECIFICATIONS PROP. 20' TEMPORARY CONSTRUCTION EASEMENT \ PROPERTY LINE (TYP.) i i i 7 7 i i EXIST. SAN. SEWER TO BE ABANDONED (SEE SHEET SS-1) 7 END CONSTRUCTION 30" SAN. SEWER REALIGNMENT (SEE SHEET SS-1) LIMITS OF DISTURBANCE EQUALS FEMA FEMA FLOODWAY (TYP.) Wetland LL W4 - 0.003 acre permanent clearing (PFO)(Yellow) 'W5 - 0.01 acre temporary disturbance (PEM)(Purple) PRELIMINARY PLANS NOT FOR CONSTRUCTION FLOODPLAIN (TYP.) TEMPORARY MENT (TYP.) EXIST. PERMANENT EASEMENT (TYP) ADAM WAY wife MARIONE THoMPSQN & W. THGIViPSoN P.I.N. 5527 DB• 477, PG7742 9 MIb \' 100—YR FLOODPLAIN (TYP.) / / i / INSET A SCALE: 1"=20' PROP. TEMPORARY DRIVEWAY (SEE SHEET DW—T1) . 20' PROP. ACCESS EASEMENT (TYP) 40' PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) NCDOT RIGHT—OF—WAY TO BE RESTORED TO PRE —CONSTRUCTION CONDITIONS UPON COMPLETION OF CONSTRUCTION EDGE OF PAVEMENT (TYP.) M/a M/1 SEE INSET A (THIS SHEET) 20' PROP. PERMANENT EASEMENT (TYP.) 40' PROP TEMP. CONSTRUCTION ENTRANCE PER DETAIL 4—C Intermittent Stream R S1 - 20 If permanent stream crossing (culvert) S2 - 20 It temporary construction corridor S3 - 80 If permanent bank restoration R ROA R—'= ' SR-113 15' TOP OF BANK OFFSET (TYP.) EXIST. SAN. SEWER (TYP.) LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA N EXIST. 30" STORM DRAINAGE A_ PROP. TEMPRORARY EASEMENT (WIDTH VARIES) PROP. TEMPORARY DRIVEWAY (SEE SHEET DW—T2) PROP. TEMPRORARY EASEMENT (WIDTH VARIES) NCDOT RIGHT—OF—WAY TO BE RESTORED TO PRE —CONSTRUCTION CONDITIONS UPON COMPLETION OF CONSTRUCTION PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E INTERMITTENT STREAM (67 LF) 42" DIAMETER PERMANENT CULVERT STREAM CROSSING PER DETAIL 3—B PROP TEMP. CONSTRUCTION ENTRANCE PER DETAIL 4—C LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA cr rn rn rn SEE INSET B (TI-IIS SHEET) EXIST. WATER MAIN (TYP 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±305 SF RIP RAP STABILIZATION ±155 SF MAT & PLANTINGS 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±405 SF RIP RAP STABILIZATION ±205 SF MAT & PLANTINGS cA 036837 7. HEA GRAPHIC SCALE 0 20 40 1 inch = 40 ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NO ROL PHASE 1 REAUGNMENT PER CONSTRUCTABIUTY REVIEW & PRELIMINARY NCDOT REVIEW PER FLOODPWN DEVELOPMENT REVIEW PER USAGE & NCDEQ REVIEW 1 1 12/04/2020 Apprvd. Date: 07/13/20 Scale: Project \1°61 8-1 88 Sheet: 1/13/2022 10:24 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-02.DWG LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA 0 EXIST. GAS MAIN (TYP) GREEN VVA S TE SOLUTIONS OF HARRISBURG INC 527-37-3956 DB. 12426, PG. 0041 EXIST. SAN. SEWER TO BE REALIGNED (SEE SHEET SS-5A) CONTRACTOR TO REMOVE AND REPLACE EXISTING 24" HDPE CULVERT AS REQUIRED Intermittent Stream Q S4 - 40 If temporary construction corridor - Will use existing culvert to cross for access (no impact) INTERMITTENT STREAM (83 LF) RESTORE WITH ±795 SF MAT & PLANTINGS PER DETAIL 5—A ±455 SF SEEDING PER DETAIL 5—E BUNCH/TURF GRASS EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE COFFER DAM AND PUMP AROUND TL 4— I 4- 5. ON "ACT•R I 0 L MI MR NG AR A AND MAINTAINED CONSTRUCTION CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. 6. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. 7. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ACOE AND NCDEQ) FOR APPROVAL THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY CASE BASIS. 4. • • • NCDOT NOTES: 1. CONTRACTOR TO CONTACT NCDOT PRIOR TO CONSTRUCTION OF SANITARY SEWER MAIN FROM STATION 12+00 TO 13+25. IF DIRECTED BY NCDOT DURING CONSTRUCTION, CONTRACTOR MAY BE REQUIRED TO PROVIDE AND IMPLEMENT ACTIVE SHORING PLAN. CONTRACTOR TO REMOVE AND REPLACE EXISTING 24" HDPE CULVERT AS REQUIRED INLET PROTECTION PER DETAIL 3—E LIMTS OF DISTURBANCE EQUALS 15' TOP OF BANK THIS AREA 15' TOP OF BANK OFFSET (TYP.) 30' PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) EXI PROPERTY LINE (TYP.) 1 PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E PERENNIAL STREAM (76 LF) Intermittent Stream P S5 - 40 If temporary construction corridor S6 - 80 If permanent bank restoration PROP. 48" SAN. SEWER (TYP.) A. B. BENTLEY P. I. N. 5527-48-3461 DB. 55 5, PG. 172 _ OVERHEAD ELECTRIC AND UTILITY POLE (TYP.) CONTRACTOR TO COORDINATE REMOVAL OF UTILITY POLE AND ELECTRICAL SERVICE LINE GRAVEL DRIVEWAY (TYP.) PRol' CONSTRUCTION •:7 ENTRANCE PER DETAIL 4—C EXIST. GRAVEL DRIVE TO BE WIDENED TO LIMITS OF TEMPORARY CONSTRUCTION EASEMENT AS • NEEDED. UPON COMPLETION OF CONSTRUCTION, REMOVE AND \ REPLACE GRAVEL DRIVE AT DIRECTION OF ENGINEER PER DETAIL 6—E (±156 SY) EXIST. FENCE rn 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±380 SF RIP RAP STABILIZATION ±190 SF MAT & PLANTINGS/ PROP 15' TEMP. CONSTRUCTION EASEMENT FEMA FLOODWAY (TYP.) EXIST. PERMANENT EASEMENT (TYP) 100—YR FLOODPLAIN (TYP.) 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±185 SF MAT & PLANTINGS PER DETAIL 5—A APPROX. CREEK CENTERLINE APPROX. CREEK CENTERLINE PRELIMINARY PLANS NOT FOR CONSTRUCTION wifeWILLIAM D. ATTHEWS , CYNTHIA C. TTHEWS P.I.N. 5527-49MA-1324 118 REXEISOT.VED & REPLACED UPON COMPLETION FENCE TOFBE REMOVED & PROP. ACCESS EASEMENT (TYP) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) ACCESS VIA ROCKY RIVER ROAD (SEE SHEET E-0) MATCHLINE (SEE SHEET EC-3) ,,, ,,,,, AR° ; /4:7'. 0- SEAL rl 036837 ,,,,0 ss'', 01/12 22 GRAPHIC SCALE 0 20 40 1 inch = 40 ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NO ROL PHASE 1 REAUGNMENT PER OONSTRUCTABIUTY REVIEW & PRELIMINARY NCDOT REVIEW PER FLOODPLAIN DEVELOPMENT REVIEW PER USAGE & NCDEQ REVIEW REVISIONS PER EASEMENT NEGOTIATIONS 2 12/04/2020 11.1 8 01/12/2022 < <1 4 <1 Apprvd. Date: 07/1 3/20 Chkd: MLH Drwn: RH K Scale: 1" = 40' Project \1°261 8-1 88 Sheet: EC-2 4/6/2022 10:01 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-03.DWG 0 9c^ APPROX. TRIBUTARY CREEK C/L WiLLIgM wife, D. Mq TTN P. I HIA G. EWS GY DB. 8 \ 7-49-1324 WS PG. 118 4 SILT FENCE OUTLET PER DETAIL 4—B (TYP.) SILT FENCE PER DETAIL 4—A (TYP.) 15' PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) 15' TOP OF BANK OFFSET (TYP.) EXIST. PERMANENT EASEMENT (TYP) EXIST. SAN. SEWER TO Perennial Stream B (Coddle Creek S7 - 40 If temporary construction corridor S8 - 80 If permanent bank restoration 5' PROP. TEA.. CONSTRUCTION EASEMENT (TYP.) 20' PROP. ACCESS EASEMENT (TYP.) MATCHLINE (SEE THIS SHEET) LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA r 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±245 SF MAT & PLANTINGS PER DETAIL 5—A PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E REMOVE & REPLACE FENCE TO MATCH EXISTING AS NEEDED POND \ PROPERTY LINE (TYP.) \ PERENNIAL STREAM (73 LF) N 100—YR FLOODPLAIN (TYP.) FEMA FLOODWAY (TYP.) AN NN 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±935 SF RIP RAP STABILIZATION ±470 SF MAT & PLANTINGS I SSE PROP. PERMANENT EASEMENT (TYP) SSE SZS rYm ss F S SSE AT.� WILLIAM D. G MATT wife, CDB. 8 YNTHI _1324 P.I.N. 55►7_ G. 118 3, EXIST. SAN. SEWER (TYP.) �SSe 7 N N N N ------------- GRE'NWAY RR SBURGASTE � LUTINC\ IOS O� �A P.I.N. S.27—37-3956 DB. 1242-6;,„PG. 41 DB. 4395, PG. 275 T'T43,AC \ONE] 33+00 ss� LIMITS OF DISTURBANCE \� EQUALS SILT FENCE LINE THIS AREA 3SS 0 W LL1 2 V) W LLJ V) NN.„ \w,1cN SNEE�I 5 5' PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) APPROX. TRIBUTARY CREEK C/L MA PRELIMINARY PLANS NOT FOR CONSTRUCTION EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE COFFER DAM AND PUMP AROUND T 4— • • 4- 5. ON 'ACT•R I • LMI W•R NG AR A AND MAINTAINED CONSTRUCTION CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. 6. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. 7. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ALOE AND NCDEQ) FOR APPROVAL. THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY 111W 411...411. NCDOT NOTES: 1. FLAGGER TO BE UTILIZED DURING TIMES OF OFFLOADING, WHEN CONSTRUCTION VEHICLES CANNOT SAFELY EXIT PROJECT AREA, AND/OR AT THE DIRECTION OF THE ENGINEER. 2. ROCKY RIVER ROAD SPEED LIMIT = 45 MPH 3. CONTRACTOR TO CONTACT NCDOT AFTER TEMPORARY CONSTRUCTION ENTRANCE REMOVAL AND BEFORE FINAL PERMANENT MAINTENANCE ACCESS IMPROVEMENTS TO DETERMINE FINAL CONFIGURATION. NCDOT RIGHT—OF—WAY (TYP.) M/a PROP TEMP. CONSTRUCTION ENTRANCE PER DETAIL 4—C INSTALL 18" RCP CULVERT AND GRADE AT DIRECTION OF ENGINEER M/a MA M/a 20' PROP. ACCESS EASEMENT (TYP.) MA I l'ss(")‘.(1.a.:1)°.‘A% oti..ti SEAL = 036837• = . G►NEF'Q'�p.; 04/04 22 rrl > rr, GRAPHIC SCALE 0 20 40 1 inch = 40 ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NO ROL PHASE 1 REVISIONS PER G&D REVIEW PER FLOODPWN DEVELOPMENT REVIEW PER USAGE & NCDEO REVIEW 8 3 1 12/04/2020 12/04/2020 8 8 © 4 Apprvd. Date: 07/13/20 Chkd: MLH Drwn: R H K Scale: 1 " = 40' Project No.: 2018-188 Sheet: EC-3 6/23/2021 3:48 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-04.DWG /Ne Ns 3956\ 41 N. ACT ONE] ass Sid / FEMA FLOODWAY (TYP.) SSF PROP. PERMANENT EASEMENT (TYP) sEs PROP. TEMPORARY CONSTRUC11ON EASEMENT (TYP.) `. \� EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE COFFER C•NTR CTOR IS T• LIMI WOR ING REA AND AINT INED CON UC ON CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ACOE AND NCDEQ) FOR APPROVAL. THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY CASE BASIS. 1 1 AT&T RIGHT—OF—WAY (TYP.) UTILITY POLE W/ GUY WIRES GUY WIRE PROP. 48" SAN. SEWER (TYP.) SSF / 'EXIST. SAN ,-- SEWER (TYP.) INTERMITTENT STREAM (40 LF) RESTORE WITH ±475 SF MAT & PLANTINGS PER DETAIL 5—A ±475 SF SEEDING PER DETAIL 5—E BUNCH/TURF GRASS 777 SSE s Wetland II W8 - 0.001 acre temporary clearing (PFO)(Green) W9 - 0.005 acre permanent clearing (PFO)(Yellow) Intermittent Stream M S12 - 40 If temporary construction corridor - Stabilization to be completed using matting and seeding (no impact) OVERHEAD ELECTRIC (TYP. SSt / 100—YR FLOODPLAIN (TYP.) / OF —ASTE S P.I.N. ARRISgUR� , � TI{�S� 28 12 12420 1 822 DB 2658, -PC. 761-\ 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±355 SF RIP RAP STABILIZATION ±155 SF MAT & PLANTINGS LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA 15' TOP OF BANK OFFSET (TYP.) u PROPERTY LINE (TYP.) — 1--- 1 N INTERMITTENT STREAM (40 LF) RESTORE WITH ±300 SF MAT & PLANTINGS PER DETAIL 5—A ±300 SF SEEDING PER DETAIL 5—E BUNCH/TURF GRASS i 42" DIAMETER PERMANENT CULVERT STREAM CROSSING PER DETAIL 3—B EXIST. PERMANENT EASEMENT (TYP) Perennial Stream N S9 - 20 If permanent stream crossing (culvert) S10 - 20 If temporary construction corridor S11 - 80 If permanent bank restoration 100—YR FLOODPLAIN (TYP.) GREEN WAY yV'ASTE SOLUTIONS OF HARRISBURG, INC. P.I. N!5528-11-8222 70B. 12426, PG. 41 r DB. 2658, PC/ 76 CONTRACTOR TO USE EXIST. GRAVEL ROAD FOR CONSTRUCTION ACCESS (SEE SHEET E-0) 30' PROP. TEMPORARY CONSTRUC11ON EASEMENT PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) PROP. 48" SAN. SEWER (TYP.) Intermittent Stream L S13 - 40 If temporary construction corridor - Stabilization to be completed using matting and seeding (no impact) - Will use existing culvert to cross (no impact) EXIST. SAN SEWER (TYP.) BOULDER CREE HOMEOWNERS ASSOC P.I.N. 5528-30-0743 DB. 0f 667, PG. 139 15' TOP OF BANK OFFSET (TYP.) SILT FENCE OUTLET PER DETAIL 4—B (TYP.) EXIST. PERMANENT EASEMENT (TYP) SILT FENCE PER DETAIL 4—A (TYP.) -- Wetland HH W10 - 0.02 acre temporary clearing (PFO)(Green) W11 - 0.02 acre permanent clearing (PFO)(Yellow) GREEN OF P. 28-11-8222 DB. 12426, PG. 41 DB. 2658, PG. 76 PRELIMINARY PLANS NOT FOR CONSTRUCTION FORESTED WETLANDS 182 SF WITHIN TEMP. CONSTRUCTION EASEMENT TO BE REFORESTED PER DETAIL 6—A WETLAND LIMITS (TYP.) Wetland JJ W6 - 0.004 acre temporary clearing (PFO)(Green) W7 - 0.005 acre temporary disturbance (PEM)(Purple) SILT FENCE PER DETAIL 4—A (TYP.) PROP TEMP. CONSTRUCTION ENTRANCE PER DETAIL 4—C 20' PROP. ACCESS EASEMENT (TYP.) FEMA FLOODWAY (TYP.) FORESTED WETLANDS 553 SF WITHIN TEMP. CONSTRUCTION EASEMENT TO BE REFORESTED PER DETAIL 6—A / Wetland GG W12 - 0.01 acre temporary clearing (PFO)(Green) FORESTED WETLANDS 700 SF WITHIN EXIST. EASEMENT TO BE CT ION ER DETAIL 6—A — =ro ,,,,,,,,,,,,, Q. SEAL rt. . = _036837 i •G►NE<`' p, 06/23 21 GRAPHIC SCALE 0 20 40 1 inch = 40 ft. PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NO ROL PHASE 1 REVISIONS PER G&D REVIEW PER FLOODPWN DEVELOPMENT REVIEW PER USAGE & NCDEO REVIEW 12/04/2020 12/04/2020 0 11.1 aa© Apprvd. Date: 07/13/20 Chkd: M L H Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: EC-4 6/23/2021 4:19 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-05.DWG PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±1,15 SF RIP RAP STABILIZATION ±560 SF MAT & PLANTINGS �Q- PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E Perennial Stream B (Coddle Creek) S14 - 40 If temporary construction corridor S15 - 80 If permanent bank restoration EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE 5. CO -A TOR IS 0 LMIT OR ING AR A A D AIN AIN D C•NS UC ON CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. 6. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. 7. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTTFIORIZATION BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ALOE AND NCDEQ) FOR APPROVAL. THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY CASE BASIS. 355 355 35S EXIST. PERMANENT EASEMENT (TYP) SSE 355 4U Lr UC.ULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±235 SF MAT & PLANTINGS PER DETAIL 5—A CODDLE CREEK PROPERTY LINE (TYP.) PROP. PERMANENT EASEMENT (TYP.) SILT FENCE PER DETAIL 4—A (TYP.) SILT FENCE OUTLET PER DETAIL 4—B (TYP.) PROP. 48" SAN. SEWER (TYP.) 15' TOP OF BANK OFFSET (TYP.) Aviv, rl7. L/5 Qe 355 35S SSE 3SS Wetland FF W13 - 0.01 acre temporary disturbance (PEM) EMERGENT WETLANDS 311 SF WITHIN EXIST. EASEMENT TO BE RESEEDED PER SPECIFICATIONS SILT FENCE PER DETAIL 4—A (TYP.) SSE 3SS 100—YR FLOODPLAIN (TYP.) SSE, SSE, 3SS 3SS FEMA FLOODWAY (TYP.) EXIST. SAN SEWER (TYP.) \\ GE AUAUM ARSGG\A1ggN EGwNER 552E-2A 2�5 NAM P 05 28'16 , PG. .' 27 34 01 34, PG 62 Mg. PROPERTY LINE (TYP.) / A 3SS 1 PRELIMINARY PLANS NOT FOR CONSTRUCTION 70+00 r N w w N w z ,_-- SSE - SSE / 1 T / / / / EXIST. CITY OF CONCORD EASEMENT NO CONSTRUCTION ACCESS \ EXIST. POOLS CONTRACTOR TO PROTECT DURING CONSTRUCTION EXIST. FENCE CONTRACTOR TO PROTECT DURING CONSTRUCTION RIGHT—OF—WAY (TYP.) EXIST. POOL CONTRACTOR TO PROTECT DURING CONSTRUCTION ER ! RE 316j� 2 8 LO D PRO: ESS RESID �RRC ER 1, / P—12— DB. 1 %5• , PG. EXIST. FENCE CONTRACTOR TO PROTECT DURING CONSTRUCTION LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA 4, EXIST. FENCE REMOVE AND REPLACE X LF> 4/4TO MATCH EXIST. AS ,BLAC NEEDED EXIST. SAN SEWER (TYP.) SILT FENCE OUTLET PER DETAIL 4—B (TYP.) CONTRACTOR TO REMOVE & REPLACE CULVERT TO MATCH EXIST. AS NEEDED TO CONSTRUCT PROP. SAN. SEWER INTERMITTENT STREAM (40 LF) RESTORE WITH ±505 SF MAT & PLANTINGS PER DETAIL 5—A ±505 SF SEEDING PER DETAIL 5—E BUNCH/TURF GRASS Intermittent Stream K S16 - 40 If temporary construction corridor - Stabilization to be completed using matting and seeding (no impact) PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E EXIST. SAN. SEWER (TYP.) LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA FEMA FLOODWAY (TYP.) DIVERSION STRUCTURE #27A (SEE SHEET SS-10) ®' 0 LOT #121 ® I0 RIC DAVISEI CONTRACTOR TO REMOVE AND 7 REPLACE EXIST. 36" RCP FLARED U , END SECTION & PIPE AS NEEDED TO CONSTRUCT SAN. SEWER . - 36" RCP STORM DRAINAGE PROP. TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL 4—C 15' TOP OF BANK OFFSET (TYP.) / PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) 1 EXIST. SHEDS CONTRACTOR TO PROTECT DURING CONSTRUCTION a i TEMPORARY BRIDGEMAT PER DETAIL 3—C TO BE INSTALLED FOR CONSTRUCTION ACCESS 100—YR FLOODPLAIN (TYP.) NORTH CAROLINA RAILROAD RIGHT—OF—WAY (TYP.) 06/23 21 GRAPHIC SCALE 0 20 40 1 inch = 40 ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive License No. P-0601 z_ J O U 0 z z 0 U CO U NTERCEPTOR LOWER CODDLE CREEK PARALLEL N N E. N N 1 0 V 4 g 58+00 TO 81+00 z O w Z 0 J O/ z O U z O_ O w Apprvd. Date: 07/13/20 Chkd: MLH Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: EC-5 7/14/2022 1:49 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-05A.DWG • • N V4 i v) FLOODWAY (TYP.) EXIST. 30' WSACC SEWER EASEMENT EXIST. 30' CONCORD SEWER EASEMENT EXIST. WSACC SAN SEWER / fro ss/ WOOD LINE (TYP.) ss/ EXIST. CONCORD SAN SEWER — —SS -` - RICHARD H & CAROL A MANSMANN PIN 5528-31-1877 DB. 12889, PG. 89 MB. 32, PG. 7 FENCE (TYP.) PROP. ACCESS EASEMENT (TYP.) CONSERVATION EASEMENT DB. 6388, PG. 280 MB. 47, PG. 84 3 ELIAS CHRISTOS KUSHELL & SADIE FRANCES SUTTON PIN 5528-31-2848 DB. 12889, PG. 89 MB. 32, PG. 7 <44/0SC4 hO SFF F of �s s— — — —Ss ASS RELOCATE WOOD PILE AND COMPOST BOX OUTSIDE ACCESS EASEMENT LIMITS 100' AT&T RIGHT—OF—WAY (TYP.) PROGRESS RESIDENTIAL BORROWER 3 LLC PIN 5528-31-3901 DB. 12889, PG. 89 MB. 32, PG. 7 3SS 3k / / WILLIAM ROBERT & TIFFANY BRENT PIN 5528-31-3972 DB. 2349, PG. 302 MR R7 PG 7 100—YR FLOODPLAIN (TYP.) I I AMH 2O15-1 BORROWER LLC I PIN 5528-31-4935 DB. 11322, PG. 288 Wetland MBC FW14 - 0.002 acre permanent clearing (PFO)(Yellow) TEENA M DONALDSON PIN 5528-31-4999 DB. 3982, PG. 312 MB. 32, PG. 7 \\ GARY C & MICHELLE M SEBOLD \ PIN 5528-32-5034 \ DB. 3017, PG. 325 \ MB. 32, PG. 7 \ \ CURTIS & KESSELINA S ADAMSON PIN 5528-32-5079 DB. 13139, PG. 98 MB. 32, PG. 7 FORESTED WETLANDS 99 SF WITHIN PROP. ACCESS EASEMENT TO BE CLEARED 10' PERMANENT AT GRADE ACCESS CROSSING PER DETAIL 3—D SILT FENCE OUTLET PER DETAIL 4—B (TYP.) SILT FENCE PER DETAIL 4—A (TYP.) P Op C4 J4414- \ \ NYGIA BOST PIN 5528-32-6115 DB. 13164, PG. 250 MB. 32, PG. 7 / PRELIMINARY PLANS NOT FOR CONSTRUCTION EXIST. CONCRETE SIDEWALK PROP. 20' ACCESS EASEMENT (TYP.) ACCESS EASEMENT ABUTS CONSERVATION AREA. NO MOWING OR VEHICLE TRAFFIC WITHIN CONSERVA110N LIMITS. SEE SHEET E-0 FOR CONSERVATION AREA LIMITS. EXIST. FIBER OPTIC MARKER POST TOP OF BANK (TYP.) CREEK CENTERLINE (TYP.) PROPERTY LINE (TYP.)A CONSERVATION EASEMENT DB. 6388, PG. 280 MB. 47, PG. 84 Lu EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE COFFER DAM AND PUMP AROUND PER DETAILS 4—D AND 4—E. 5. CONTRACTOR IS TO LIMIT WORKING AREA AND MAINTAINED CONSTRUCTION CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. 6. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. 7. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTHORIZA110N BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ACOE AND NCDEQ) FOR APPROVAL. THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY CASE BASIS. \� EXIST. CONCRETE SIDEWALK EXIST. FIBER OPTIC MARKER POST 3d -SS - -- / / PROPERTY LINE (TYP.) 100' AT&T RIGHT—OF—WAY (TYP.) / / / / / 30'SANI ARYCONCORD AY DB. 9CI S91, PG. 283 W S Sad —SS -- / EMERGENT WETLANDS 2,953 SF WITHIN PROP. ACCESS EASEMENT TO BE RESEEDED PER SPECIFICATIONS Wetland MBAA W15 - 0.07 acre temporary disturbance (PEM)(Purple) , INC. CREEK CENTERLINE (TYP.) TOP OF BANK (TYP.) CONSERVATION EASEMENT DB. 6388, PG. 280 MB. 47, PG. 84 P.I.N. 5528-32-8194 DB. 2247, PG. 14 MB. 31, PG. 83 EXIST. CONCORD SAN SEWER L PROP. 20' ACCESS EASEMENT (TYP.) ACCESS EASEMENT ABUTS CONSERVATION AREA. NO MOWING OR VEHICLE TRAFFIC WITHIN CONSERVATION LIMITS. SEE SHEET E-0 FOR CONSERVATION AREA LIMITS. 100—YR FLOODPLAIN (TYP.) EXIST. OVERHEAD ELECTRIC (TYP) ACCESS VIA ROCKY RIVER ROAD (SEE SHEET E-0) EXIST. GAS MARKER \ / RANDYFrUMP .RE- -&GCS OCIATES P.I.N. 5528-32-9355 DB. 2816, PG. 275 EXIST. 30' CONCORD SEWER EASEMENT WOOD LINE (TYP.) EXIST. GRAVEL TURN OUT (APPROX.) //' NCDOT RIGHT—OF—WAY (TYP) EXIST. UTILITY POLE (TYP) EXIST. OVERHEAD TELECOM (TYP) NESSR•• / ' .of o-, •0- SEAL r.•� _036837 G 1 NE ••gyp s• F• 07/07 22 GRAPHIC SCALE 0 20 40 1 inch = 40 ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive License No. P-0601 z O 0 0 z z 0 0 (1) m 0 NTERCEPTOR LOWER CODDLE CREEK PARALLEL �w ( 0 0 z 0 0 z 0 (1) 0 w 0 z Apprvd. Date: 07/07/22 Chkd: M H Dryyn: M L H Scale: 1"=40' Project No.: 2018-188 Sheet: EC-5A 4/6/2022 10:43 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-07.DWG EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE P ,. • 1 - - r 5. CON AC OR I TO LIMI WO KIN AR A A D AIN AINE' CO STR CHIN CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. 6. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. 7. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ACOE AND NCDEQ) FOR APPROVAL THE NEED FOR ADDITIONAL AREA WILL BE _"% NCDOT NOTES: 1. FLAGGER TO BE UTILIZED DURING TIMES OF OFFLOADING, WHEN CONSTRUCTION VEHICLES CANNOT SAFELY EXIT PROJECT AREA, AND/OR AT THE DIRECTION OF THE ENGINEER. 2. NC HIGHWAY 49 SPEED LIMIT = 55 MPH 3. CONTRACTOR TO CONTACT NCDOT AFTER TEMPORARY CONSTRUCTION ENTRANCE REMOVAL AND BEFORE FINAL PERMANENT MAINTENANCE ACCESS IMPROVEMENTS TO DETERMINE FINAL CONFIGURATION. SSE ( • SILT FENCE PER DETAIL 4—A (TYP.) EXIST. SAN SEWER (TYP.) 4 �� _ ' / i� \ ,\ • 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±175 SF RIP RAP STABILIZATION ±100 SF MAT & PLANTINGS PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E Perennial Stream J S17 - 40 If temporary construction corridor S18 - 80 If permanent bank restoration m m / / A -At / / / / / PE SILT FENCE OUTLET PER DETAIL 4—B (TYP.) —__ 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±575 SF RIP RAP STABILIZATION ±100 SF MAT & PLANTINGS / EXIST. STEEL CULVERT TO BE USED FOR CONSTRUCTION ACCESS PE OVERHEAD ELEC. (TYP.) 100—YR FLOODPLAIN (TYP.) FEMA FLOODWAY (TYP.) WY f i i 0 \3 232 LF OF EXIST. 72" STEEL TUNNEL LINER PLATES EXIST. PERMANENT EASEMENT (TYP) /% / /% / / // / / / / / / // / 201 CONCORD NC I''INC P.I.N. 5528-03-1)275 DB. 13814, PG. R20 30' PROP. TEMPORARY CONSTRUCTION EASEMENT EXIST. GRAVEL DRIVE (TYP.) r / / / / if i • i 0 EXIST. MANHOLE ee I 11 N I 20' PROP. ACCESS EASEMENT (TYP.) PROP TEMP. CONSTRUCTION ENTRANCE PER DETAIL 4—C NCDOT RIGHT—OF—WAY (TYP.) 1 0, m n PRELIMINARY PLANS NOT FOR CONSTRUCTION - C GAS MAIN (TYP.) STORM DRAINAGE (TYP.) / EXIST. MANHOLE N 0, 20' PROP. ACCESS EASEMENT 10' PROP. TEMP. EASEMENT GUARDRAIL (TYP.) / / // / PROP TEMP. CONSTRUCTION ENTRANCE PER DETAIL 4—C. EXIST. DRIVEWAY TO BE UTILIZED AS ACCESS POINT FROM HIGHWAY 49 TO TEMP. CONSTRUCTION ENTRANCE. CAR '.-,, 4:Ss . �a� SEAL r 036837 = ► NSF-�.O 04/04 22 GRAPHIC SCALE 0 20 40 1 inch = 40 ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NOI ROL PHASE 1 REVISIONS PER G&D REVIEW PER USAGE & NCDEQ REVIEW i Z 8 1 1 REVISIONS PER DISCUSSIONS W/ NCDOT 12/04/2020 FA N 8 0 N s a <1©©4 Apprvd. Date: 07/13/20 Chkd: M L H Drwn: RHK Scale: 1"=40' Project No.: 2018-188 Sheet: EC-7 6/23/2021 1:30 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-08.DWG EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE 5. CO A TOR IS 0 L MIT OR ING AR A A D AIN AIN D C I NS ' UC ON CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. 6. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. 7. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUT FIORIZA11ON BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ACOE AND NCDEQ) FOR APPROVAL. THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY CASE BASIS. — DIMITRI KARAMPOURNIOTIS P.I.N. 5518-93-0799 DB. 705, PG. 272 / 7 SILT FENCE OUTLET PER DETAIL 4—B (TYP.) EXIST. SAN SEWER (TYP.) r° EXIST. PERMANENT EASEMENT (TYP) I PROPERTY LINE (TYP.) —\\i cools CREEK I I I —r— I I ___EalaainWth&._714111111111_ I I 1N31V3Sb3 S3303v os ACCESS VIA LIPPARD LN. (SEE SHEET E-0) N PROP TEMP. CONSTRUCTION ENTRANCE PER DETAIL 4—C qF /' PERFORM TEMPORARY STREAM — 1(/// BYPASS PER DETAIL 4—E 15' TOP OF BANK 1 ' OFFSET (TYP.) Perennial Stream B (Coddle Creek) S19 - 40 If temporary construction corridor S20 - 80 If permanent bank restoration PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) ce Co 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±285 SF MAT & PLANTINGS PER DETAIL 5—A 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±215 SF MAT & PLANTINGS PER DETAIL 5—A 100—YR FLOODPLAIN (TYP.) I II I I DIANE LEE HUMPHREY A.I.N. 5518-84-7198 DB. 9477, PG. 130 FEMA FLOODWAY (TYP.) PROP. ACCESS EASEMENT (TYP.) \ 0) 0) m PRELIMINARY PLANS NOT FOR CONSTRUCTION STREAMBANK RESTORATION PER DETAIL 5—A 40 LF ±475 SF RIP RAP STABILIZATION ±235 SF MAT & PLANTINGS STREAMBANK RESTORATION PER DETAIL 5—A 40 LF ±590 SF RIP RAP STABILIZATION ±295 SF MAT & PLANTINGS Perennial Stream B (Coddle Creek) 'S21 - 40 If temporary construction corridor S22 - 80 If permanent bank restoration \ EXIST. GRAVEL DRIVE TO BE RESTORED Cc, PER DETAIL 6—E (±750 SY) REMOVE AND REINSTALL FENCE AS NEEDED DURING CONSTRUCTION CONTRACTOR TO COORDINATE RELOCATION OF EXIST. STRUCTURE WITH PROPERTY OWNER CONTRACTOR TO MAINTAIN ACCESS TO RESIDENCE (PIN # 5518-84-7198) AT ALL TIMES DURING CONSTRUCTION. MAY REQUIRE CONSTRUCTION OF TEMPORARY ACCESS ROADS. 1 \ c� \ 0 rm m +00 (n - PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E L CAR 'a SEAL r'. 036837 06/23 21 GRAPHIC SCALE 0 20 40 1 inch = 40 ft. PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 1: STAT TY, NOI PER FLOODPWN DEVELOPMENT REVIEW PER USAGE & NCDEQ REVIEW 12/04/2020 0 tA Apprvd. Date: 07/13/20 Chkd: M L H Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: EC-8 2/15/2021 5:01 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-9.DWG EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE COFFER DAM AND PUMP AROUND PER DETAILS 4—D AND 4—E. FLOODPLAIN DEVELOPMENT NOTES: / 1. ALL EXCESS MATERIALS RESULTING FROM GRADING (DIRT, ROCK ETC.) ' WITHIN THE EASEMENT SHALL BE HAULED OFF —SITE AND DISPOSED OF IN AN APPROVED MANNER. THERE SHALL BE NO EXCESS MATERIAL STORED, SPREAD, OR LEFT WITHIN THE 100—YEAR FLOODPLAIN DURING CONSTRUCTION. EMJA P' �''� ' S L C---- INSTALL ±1,152 LF SILT FENCE AT ACCESS ROAD TO LOCATION SHOWN ON SHEET E-1 INSTALL ADDITIONAL IMPROVEMENTS AS SHOWN ON SHEET E-1 CONSTRUCTION ACCESS VIA - STOUGH ROAD (SEE SHEET E-1) LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA 20' PROP. TEMPORARY --sys/ CONSTRUCTION EASEMENT (TYP.) H H MORRISON INVSTMS LLC/ET AL P.I.N. 5518-74-9619 DB. 9823, PG. 330 LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA EXIST. PERMANENT EASEMENT (TYP) SILT FENCE PER DETAIL 4—A (TYP.) 0 REMOVE AND REPLACE / BARBED WIRE FENCE AS NEEDED FOR CONSTRUCTION SILT FENCE PER DETAIL 4—A (TYP.) Wetland DD -W19 - 0.001 acre temporary clearing (PFO)(Green) W20 - 0.001 acre permanent clearing (PFO)(Yellow) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) rr. ur. 'ro ampi. aLvvcrc (TYP.) / 100—YR FLOODPLAIN (TYP.) GRADE AT 2:1 SLOPE, AS SHOWN, TO ALLOW FOR PERMANENT MAINTENANCE ACCESS (±1,435 CY) PRELIMINARY PLANS NOT FOR CONSTRUCTION 7 100—YR FLOODPLAIN (TYP.) H H MORRISON INVSTMS LLC/ET AL P.I.N. 5518-74-9619 DB. 9823, PG. 330 SILT FENCE OUTLET PER DETAIL 4—B (TYP.) PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive License No. P-0601 NTERCEPTOR LOWER CODDLE CREEK PARALLEL Z 3 a a- N 0 N Or) 111+00 TO z 0 H w 0 0 H z 0 U z 0 0 w Apprvd. Date: 07/13/20 Chkd: MLH Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: EC-9 6/23/2021 4:09 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-10.DWG EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE 0 D -U C•N 'AC •R Ti LI IT ' OR ING AR A ND MAI TAI ED CO S C ON CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ACOE AND NCDEQ) FOR APPROVAL. THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY CASE BASIS. FLOODPLAIN DEVELOPMENT NOTES: 1. ALL EXCESS MATERIALS RESULTING FROM GRADING (DIRT, ROCK ETC.) WITHIN THE EASEMENT SHALL BE HAULED OFF —SITE AND DISPOSED OF IN AN APPROVED MANNER. THERE SHALL BE NO EXCESS MATERIAL STORED, SPREAD, OR LEFT WITHIN THE 100—YEAR FLOODPLAIN DURING CONSTRUCTION. -` \ \` GRADE AT 2:1 SLOPE, AS SHOWN, TO ALLOW FOR PERMANENT MAINTENANCE ACCESS MORRISON BROTHERS PROPERTIES, INC. P.I.N. 5518-74-9619 DB. 9823, PG. 330 -- _ 3SS 3SS i 3SS ' 3SS — - 3SS 3SS / E CREEK Intermittent Stream I S23 - 28 If temporary construction corridor S24 - 12 If permanent stream crossing (at grade \ I / / I EXIST PERMANENT EASEMENT (TYP) /( PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) FA ME P:Ak - ■��-.41;�IYhi 12' PERMANENT AT GRADE CROSSING PER DETAIL 3—D PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E INTERMITTENT STREAM (40 LF) RESTORE WITH ±950 SF MAT & PLANTINGS PER DETAIL 5—A ±950 SF SEEDING PER DETAIL 5—E BUNCH/TURF GRASS 3SS EXIST. SAN SEWER (TYP.) 3SS 3SS 15' TOP OF BANK OFFSET (TYP.) =;= SILT FENCE PER DETAIL 4—A (TYP.) „ SILT FENCE OUTLET PER a - N. FEMA FLOODWAY (TYP.) i KENNETH LEON STOUGH & PATTI JEAN S CORZINE P.I.N. 5518-75-5722 DB. 13651, PG. 196 PROPERTY LINE (TYP.) DETAIL 4—B (TYP.) PROP. 48" SAN. SEWER (TYP. 100—YR FLOODPLAIN (TYP.) PRELIMINARY PLANS NOT FOR CONSTRUCTION ‘A. _ -\ • 06/23 21 GRAPHIC SCALE 0 20 40 1 inch = 40 ft. PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NOI K PARA L STAT REVISIONS PER G&D REVIEW PER FLOODPWN DEVELOPMENT REVIEW PER USACE & NCDEQ REVIEW 12/04/2020 12/04/2020 N O i a a Apprvd. Date: 07/13/20 Chkd: MLH Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: EC-10 6/23/2021 2:07 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-11.DWG /*- y/ PROP. CONSTRUCTIO/ 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±135 SF MAT & PLANTINGS PER DETAIL 5—A Perennial Stream B (Coddle Creek) S25 - 40 If temporary construction corridor S26 - 80 If permanent bank restoration EX. PERMANENT EASEMENT (TYP) 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±220 SF MAT & PLANTINGS PER DETAIL 5—A \ A WETLAND LIMITS (TYP.) FORESTED WETLANDS 855 SF WITHIN EXIST. EASEMENT TO BE RESEEDED PER SPECIFICATIONS FEMA FLOODPLAIN (TYP.) FEMA FLOODWAY (TYP.) EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE F - i ' , ' • p I 5. CO A TOR IS 0 L MIT OR ING AR A A D AIN AIN D C.NS UC ON CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. 6. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. 7. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ACOE AND NCDEQ) FOR APPROVAL THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY CASE BASIS. Wetland CC W21 - 0.02 acre permanent clearing (PFO) \ 3 \ EXIST. SAN SEWER (TYP. V1';- 0 0 KENNETH LEON STOUGH & PATTI JEAN S CORZIN P.I.N. 5518-75-5722 DB. 13651, PG. 196 15' TOP OF BANK OFFSET (TYP.) 15' PROP. TEMPORARY CONSTRUCTION EASEMENT COOpte CREEK • 0,)0 HAWICK COMMONS HOMEOWNERS' ASSOCIATION, INC. P.I.N. 5518-65-1950 DB. 9477, PG. 130 MB. 32, PG. 82 MB. 33, PG. 17 MB. 34, PG. 55 PROPERTY LINE (TYP.) 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±250 SF MAT & PLANTINGS PER DETAIL 5—A M NO ACCESS VIA HAWICK COMMONS DR. HAWICK CM11ONS ,L1 OMEOWNERSvASSOCIATI • P.I 518-65-19 DB. 9477 30 . 2, PG. 82 B. 33, PG. 17 nB. 34, PG. ) 15' PROP. TEMPORARY CONSTRUCTION EASEMENT / SILT FENCE OUTLET PER DETAIL 4—B (TYP.) Intermittent Stream G S29 - 18 If temporary construction corridor S30 - 12 If permanent stream crossing (at grade) 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±200 SF MAT & PLANTINGS PER DETAIL 5—A PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E PRELIMINARY PLANS NOT FOR CONSTRUCTION — PROP. 48" SAN. SEWER (TYP.) r— 3SS Perennial Stream B (Coddle Creek) S27 - 40 If temporary construction corridor S28 - 80 If permanent bank restoration hi tgJ -c• o. cg. 4SsZ `teCgiqs Y 0AZ,S,1. 4C.) r". • '''''''''''''''' 3SS ss- UNPAVED PATH (TYP.) 20' PROP. ACCESS EASEMENT (TYP.) LOT #55 ADALINDA RIVAS DIAZ P.I.N. 5518-66-1241 DB. 13275, PG. 160 MB. 34, PG. 32 30" DIAMETER PERMANEN Intermittent Stream G S31 - 10 If temporary construction corridor S32 - 20 If permanent stream crossing (culvert) PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E 12' PERMANENT AT —GRADE ACCESS CROSSING PER DETAIL 3—D OP TEMP. TRUCTION NCE PER TAIL 4—C LOT #54 PHILLIP R. LAPISH PIN. 5518-66-0421 DB. 3390, PG. 201 MB. 34, PG. 32 ACCESS VIA RACEWAY DR SW (SEE SHEET E-1) It '''' ct.:(49 SEAL 11\ -7 036837 • .:.- GRAPHIC SC 0 20 1 inch = 40 ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NOI K PARA L STAT REVISIONS PER MD REVIEW PER FLOODPLAIN DEVELOPMENT REVIEW PER USE & NCDEO REVIEW 12/04/2020 12/04/2020 11 <I <I '1 Apprvd. Date: 07/13/20 Chkd: m L H Dryvn: RH K Scale: 1" — 40' Project \1°61 8-1 88 Sheet: EC-11 6/23/2021 2:17 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-12.DWG 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±365 SF RIP RAP STABILIZATION ±185 SF MAT & PLANTINGS 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±430 SF RIP RAP STABILIZATION ±215 SF MAT & PLANTINGS PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E 0 N s ass ass N PROP. ACCESS EASEMENT (TYP.) L 100—YR FEMA FLOODWAY (TYP.) / FLOODPLAIN (TYP.) 1 Perennial Stream B (Coddle Creek) S33 - 40 If temporary construction corridor S34 - 80 If permanent bank restoration 441 441 Z �Q PROP TEMP. CONSTRUCTION ENTRANCE PER DETAIL 4—C / ,LENGROVE SILT FENCE OUTLET PER DETAIL 4—A (TYP.) LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA E LOT #16 DEBORAH STAPLES BRADLEY P.I.N. 5518-46-8879 DB. 4952, PG. 283 MB. 17, PG 30 cq . a2 EXIST. PERMANENT CULVERT STREAM CROSSING \ ass / PROP. ACCESS VIA ALISTER AVE (SEE SHEET E-1) ACCESS EASEMENT (TYP.) OPENNERS ASS,ATION, INC. HOMEOW 7757 �`�, P.I.N. 5518-56 DB. 11531, PG. 204 MB. 60, PG. 92 MB. 63, PG. 44 7 C / EXIST. SAN SEWER (TYP.) / ..._:'•w 4: ;:1* 3SS LOT #62 tg,OBERT E. GEE, JR. N. 5518-47-6126 DB. 576, PG. 709 MB. 17, PG 30 1\— PROPERTY LINE (TYP.) M/8 PEBBLEBROOK CIRCLE EO Plilt C RIGH DRINAVs— to I I \ / \ / INSTALL 700 LF SILT FENCE AT ACCESS ROAD TO LOCATION SHOWN ON SHEET E-1 INSTALL ADDITIONAL IMPROVEMENTS AS SHOWN ON SHEET E-1 / OPEN PACE `- HOMEOWNERS ASSOCIwTIO V E 8 -0455 551 P.I.N. 204 1,P MB. 60, PG 92 44. 3SS SILT FENCE PER DETAIL 4—A (TYP.) EXIST. SAN 0 SEWER (TYP.) 0 0 LOT #63 BREEZE BRENDA BEATRICE FURR P.I.N.5518-47-4296 —DB.577 PG. 217 1Y, PG 30 7 — 0 EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE CO - A TOR IS 0 L MIT OR ING AR A A D AIN AIN D C' NS ' UC ON CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ACOE AND NCDEQ) FOR APPROVAL. THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY CASE BASIS. 0 I 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±315 SF MAT & PLANTINGS PER DETAIL 5—A 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±645 SF RIP RAP STABILIZATION ±325 SF MAT & PLANTINGS 15' TOP OF BANK l OFFSET (TYP) \ SILT FENCE PER DETAIL 4—A (TYP.) Perennial Stream B (Coddle Creek) S35 - 40 If temporary construction corridor S36 - 80 If permanent bank restoration LOT #15 E JEAN PAGE BERN15518-5 -1973 P.I.N. DB. 558, PG.399 MB. 17, PG 30 PROPERTY LINE (TYP.) 77 EXIST. PERMANENT EASEMENT (TYP) 100—YR FLOODPLAIN (TYP.) MAN PAUL DO. wife, LIN P.I.N. 551 DB. 709; M6.1 G LA T�#64 MEYER & G. MEYER_ -47-3446 PG. 3 5, PG 3 r r 3SS 3SS FEMA FLOODWAY (TYP.) /ASS / / 3SS PRELIMINARY PLANS NOT FOR CONSTRUCTION N N �\ FAO 3SS 20' PERMANENT ACCESS EASEMENT TO FOLLOW EXISTING DIRT ROAD fie` ACCESS VIA PEBBLEBROOK CIRCLE SW (SEE SHEET E-1) �\fib a N 0 N. 0 0 ass APHIC SCALE 20 40 inch = 40 ft. PREPARED BY: • 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NOI K PARA L STAT REVISIONS PER 0&D REVIEW PER FLOODPWN DEVELOPMENT REVIEW PER USAGE & NCDEO REVIEW 12/04/2020 12/04/2020 0 1 S Q Apprvd. Date: 07/13/20 Chkd: M L H Dryyn: RHK Scale: 1"=40' Project No.: 2018-188 Sheet: EC-12 1/10/2022 1:16 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-13.DWG EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 5. CONTRACTOR IS TO LIMIT WORKING AREA AND MAINTAINED CONSTRUCTION CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. 6. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. 7. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ACOE AND NCDEQ FOR APPROVAL. THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY CASE BASIS. PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E EXIST. PERMANENT _ EASEMENT (TYP) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) LIMITS OF DISTURBANCE EQUALS — SILT FENCE THIS AREA ntermittent Stream D �37 - 20 If temporary construction corridor �38 - 20 If permanent stream crossing (culvert) 40 LF BOULDER TO STREAMBANK RESTORATION PER DETAIL 4—F ±290 SF MAT & PLANTINGS PER DETAIL 5—A PERFORM TEMPORARY STREAM. BYPASS PER DETAIL 4—E-- 36" DIA. PERMANENT CULVERT STREAM CROSSING PER DETAIL 3—B EXIST. SAN. SEWER (TYP.) LOT #65 PAUL DOUGLAS MEYER & wife, LINDA G. MEYER \ P.I.N.5518-47-2617 DB. 1332, PG. 179 MB, 17, PG 30 PROP. TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL 4—C LOT #66 DENNIS A RIECK & wife, -KARENI_RIECK P.I.N. 5518-47-1882 DB. 6215, PG. 31 MB, 17, PG 30 PROP. 20' ACCESS EASEMENT (TYP.) RIGHT—OF—WAY (TYP.) \\ SILT FENCE OUTLET PER DETAIL 4—B (TYP.) lib SILT FENCE PER DETAIL 4—A (TYP.) INTERMITTENT STREAM (40 LF) RESTORE WITH ±350 SF MAT & PLANTINGS PER DETAIL 5—A ±350 SF SEEDING PER DETAIL 5—E BUNCH/TURF GRASS PROPERTY LINE (TYP.) • 565- - 3Ss PROP. PERMANENT ACCESS EASEMENT AT WENDY LN. (SEE SHEET E-1) Perennial Stream B (Coddle Creek) S39 - 40 If temporary construction corridor S40 - 80 If permanent bank restoration 100—YR FLOODPLAIN (TYP.) #67 GARY WAYNE P.I.N. 5518-48-1002 DB. 779, PG. 329 MB. 17, PG 30 EXISTLOT. 8" STORM DRAINAGE PIPE PIPE EXIST. GRAVEL �ss� DRIVE Perennial Stream BB S43 - 18 If temporary construction corridor S44 - 12 If permanent stream crossing (at grade) • CODDLE CREEK PROPERTY LINE (TYP.) 15' TOP OF BANK OFFSET (TYP.) LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA -ens LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA FENCE (TYP.) \/\ PROP. PERMANENT EASEMENT (TYP) HILD P.I. . DB. M - SS— — EXISTING DWELLING i/i/f/i/i/i/i/i/i/,/,/,/, 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±260 SF MAT & PLANTINGS PER DETAIL 5—A 68 O CUEVAS 8-0289 G. 263 30 - Ss_ —�—� PROP. ACCESS EASEMENT TO EXIST. SEWER AT BRAVERLY PL. /! ass LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA 12' PERMANENT AT —GRADE STREAM i CROSSING PER DETAIL 3—D C PERENNIAL STREAM (95 LF) 85 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±795 SF MAT & PLANTINGS PER DETAIL 5—A Perennial Stream E S45 - 90 If temporary construction corridor PROP. 48 SAN. S46 - 180 If permanent bank restoration PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) ' EXIST. PERMANENT EASEMENT (TYP) PRELIMINARY PLANS --= -Perennial Stream B (Coddle Creek) S41 - 40 If temporary construction corridor S42 - 80 If permanent bank restoration SS--- ss----ss----ss---� EXIST. SAN SEWER (TYP.) ACCESS VIA STOUGH ROAD INSTALL ±815 LF OF SILT FENCE ALONG WEST SIDE OF EASEMENT (SEE SHEET E-1) DIVERSION STRUCTURE #74A (SEE SHEET SS-23) = END PHASE 1 CONSTRUCTION AT DIVERSION STRUCTURE #74A 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±255 SF MAT & PLANTINGS PER DETAIL 5—A 15' TOP OF BANK OFFSET (TYP.) PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E — SS— --- SS— - ORGE L. M P.I.N. 5518-4 pB. 10250, P MB. 17, PG LIMITS OF DISTURBANCE EQUAL TO SILT FENCE LINE THIS AREA CR /� GRAVEL PATH (TYP.) GRAVEL PATH REMOVE C,<<,' AND REPLACE PER 0 yS�- DETAIL 6—E (±215 SY) \� v�,,,��ti6 co PROP. 36" SAN SEWER �P�� .`' ��3' Qc,• BEGIN PHASE 2 CONSTRUCTION Q ,R\ PROP. 48" SAN SEWER PROP. 36" SAN SEWER 95 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±565 SF MAT & PLANTINGS PER DETAIL 5—A 1g4+00 LOT #7 7. PEGGY G. WALLY P.I.N. 5518-48-0755 DB. 883, PG. 230 MB. 17, PG 30 PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) FEMA FLOODWAY (TYP.) 100—YR FLOODPLAIN (TYP.) ACCESS VIA EXIST. WOLF MEADOW BRANCH EASEMENT AT STOUGH RD INSTALL ±690 LF OF SILT FENCE ALONG EAST SIDE OF EASEMENT (SEE SHEET E-1) PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive License No. P-0601 z_ 0 U L.1 0 Z F- z 0 U CO U NTERCEPTOR LOWER CODDLE CREEK PARALLEL N N Q Z a N N I g O 0 s a 0 0 Co ��w vJ TQ 1 0 00 Z 0 N a () < 00 D0 Z 0 U z 0 0 w Apprvd. Date: 07/13/20 Chkd: M H Dryyn: RHK Scale: 1"=40' Project No.: 2018-188 Sheet: EC-13 4/6/2022 11:04 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-14.DWG EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE COFFER DAM AND PUMP AROUND PER DETAILS 4—D AND 4—E. FLOODPLAIN DEVELOPMENT NOTES: 1. ALL EXCESS MATERIALS RESULTING FROM CONSTRUCTION (DIRT, ROCK ETC.) OF THE TRENCHLESS CROSSING AT ROBERTA ROAD SHALL BE HAULED OFF —SITE AND DISPOSED OF IN AN APPROVED MANNER. THERE SHALL BE NO EXCESS MATERIAL STORED, SPREAD, OR LEFT WITHIN THE 100—YEAR FLOODPLAIN DURING CONSTRUCTION. POST —CONSTRUCTION AND PRE —CONSTRUCTION GRADES SHALL MATCH. NCDOT NOTES: 1. FLAGGER TO BE UTILIZED DURING TIMES OF OFFLOADING, WHEN CONSTRUCTION VEHICLES CANNOT SAFELY EXIT PROJECT AREA, AND/OR AT THE DIRECTION OF THE ENGINEER. 2. ROBERTA ROAD SPEED LIMIT = 45 MPH 3. CONTRACTOR TO CONTACT NCDOT AFTER TEMPORARY CONSTRUCTION ENTRANCE REMOVAL AND BEFORE FINAL PERMANENT MAINTENANCE ACCESS IMPROVEMENTS TO DETERMINE FINAL CONFIGURATION. ss \ 3,(00 -095 / v / LIMITS OF DISTURBANCE AT 15' BUFFER Ac cow Wife 0 Z. 01/ 8 SNFi VERK A oesssa °�� Mg. pG. 32 100—YR FLOODPLAIN (TYP.) FEMA FLOODWAY (TYP.) N GRAVEL PATH (TYP.) REMOVE AND REPLACE PER DETAIL 6—E (±50 SY) EXIST. SAN SEWER (TYP.) EXIST. PERMANENT EASEMENT (TYP) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) PROPERTY LINE (TYP.) KiF � NC tEHUy NGUyLN P.4N.SS18T pygdhd 8 13226 3g 08S 9 /TRACTTWo 69 I GRAVEL PATH (TYP.) REMOVE AND REPLACE PER DETAIL 6—E (±95 SY) 7 LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA 15' TOP OF BANK A# OFFSET (TYP.) r / # \ \ g�/ FREO p4NeSINp4 Os. 83 218 20 g PROP TEMP. CONSTRUCTION ENTRANCE PER DETAIL 4—C OVERHEAD ELECTRIC (TYP.) NCDOT GUARDRAILS (TYP.) REMOVE a & REINSTALL AS REQUIRED' 7 UTILITY POLE (TYP.) BRIDGE PIER (TYP.) / p IRON FENCE TO BE PROTECTED DURING CONSTRUCTION PROP. ACCESS EASEMENT (TYP.) PROP TEMP. CONSTRUCTION ENTRANCE PER DETAIL 4—C SOUTHBOUND ACCESS ONLY NCDOT RIGHT—OF—WAY (TYP.) \ PROP. TEMPORARY GRADING TO BE PERFORMED AS NEEDED AND APPROVED BY ENGINEER. UPON COMPLETION OF CONSTRUCTION, GRADES TO BE RETURNED TO PRE —CONSTRUCTION ONDITIONS PRELIMINARY PLANS NOT FOR CONSTRUCTION RETAIL BUSINESS UTILITY SUBSTATION MARK pNgNE� iN'SS2SUSAN O 8. ?g09 PG 3496 14ER 220/ PROP. ACCESS EASEMENT ON TOP OF EX. CONCORD EASEMENT TO BE UTILIZED FOR SEWER REHAB ONLY GRAVEL PATH REMOVE AND REPLACE PER DETAIL 6—E (±315 SY) REMOVE AND REINSTALL WOOD PRIVACY FENCE SILT FENCE PER DETAIL 4—A (TYP.) PROP. 36" SAN. SEWER \ ```,,, I III,,, o i ti- ti-5•. fQ. SEAL rt.= _036837 . ; . ` G ► NE�'e' . . 04/04 22 GRAPHIC SCALE 0 20 40 1 inch = 40 ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E 2: STATI TY, NOI REVISIONS PER G&D REVIEW PER FLOODPWN DEVELOPMENT REVIEW REVISIONS PER EASEMENT NEGOTIATIONS REVISIONS PER DISCUSSIONS W/ NCDOT 12/04/2020 12/04/2020 01/12/2022 s © 4 Apprvd. Date: 07/13/20 Chkd: MLH Drwn: R H K Scale: 1 " — 40' Project No.: 2018-188 Sheet: EC-14 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-15.DWG 2/4/2022 4:13 PM \ \ \.\)-) PERFORM TEMPORARY STRE BYPASS PER DETAIL LIMITS OF DISTURBANCE IN THIS . AREA LIMITED TO TOP OF BANK. TCE WITHIN STREAM AREA - SHALL BE UTILIZED FOR STREAM BYPASS ACTIVITIES 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±645 SF RIP RAP STABILIZATION ±325 SF MAT & PLANTINGS Perennial Stream B (Coddle Creek) S47 - 40 If temporary construction corridor S48 - 80 If permanent bank restoration 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±470 SF RIP RAP STABILIZATION ±235 SF MAT & PLANTINGS EXIST. PERMANENT EASEMENT (TYP) \ \ PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) LOT #210 DANIEL A. LAMBERT & wife, KIMBERLY R. LAMBERT P.I.N. '5518-10-8158 DB. 10108, PG. 16 MB. 31, PG. 70 PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E INSTALL TEMPORARY BRIDGEMAT CROSSING N PER DETAIL 3—C (TYP.) 15' BUFFER IS LIMITS OF DISTURBANCE THIS AREA DIT HLINE RESTORATION PER DETAIL 6—D ±673 SF RIP RAP STABILIZATION LOT #211 ROBIN H. SHANKLE P.I.N. 5518-19-7975 DB. 3024, PG. 224 MB. 31, PG. 70 REMOVE AND REINSTALL 4' WOOD PICKET FENCE (TYP.) SILT FENCE OUTLET PER DETAIL 4—B (TYP.) LOT #3 SUSAN SPAETH. P.I.N. 5518-1 DB. 2292, PG. MB. 31, PG. PROP. 36" SAN. SEWER (TYP.) ACCESS FOR NEW SEWER CONSTRUCTION STA. 18+00 — 34+00 VIA LARAMIE DR. SEE SHEET E-2 12' PERMANENT AT GRADE ACCESS CROSSING PER DETAIL 3—D DITCHLINE RESTORATION PER DETAIL 6—D ±1,485 SF RIP RAP STABILIZATION PRELIMINARY PLANS NOT FOR CONSTRUCTION EROSION CONTROL NOTES: r — 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE COFFER DAM AND PUMP AROUND PER CIN -ACT•R IS TO LIMIT WORKING AREA AND MAINTAINED CONSTRUCTION CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. 6. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. 7. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ACOE AND NCDEQ) FOR APPROVAL. THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY CASE BASIS. PROPERTY LINE (TYP.) ACCESS FOR NEW SEWER CONSTRUCTION STA. 18+00 — 34+00 VIA LARAMIE DR. (SEE SHEET E-2) 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±385 SF MAT & PLANTINGS PER DETAIL 5—A 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±235 SF MAT & PLANTINGS PER DETAIL 5—A 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±535 SF RIP RAP STABILIZATION ±270 MAT & PLANTINGS 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±350 SF RIP RAP STABILIZATION ±175 SF MAT & PLANTINGS PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E PERENNIAL STREAM (130 LF) Perennial Stream C S49 - 28 If temporary construction corridor S50 - 12 If permanent stream crossing (at grade S51 - 80 If permanent bank restoration SILT FENCE PER DETAIL 4—A (TYP.) SILT FENCE OUTLET PER DETAIL 4—B (TYP.) EXIST. PERMANENT EASEMENT (TYP) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) y SS �' Perennial Stream B (Coddle Creek) S52 - 40 If temporary construction corridor S53 - 80 If permanent bank restoration 15' TOP OF BANK OFFSET (TYP.) PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E ACCESS CROSSING PER DETAIL 3—D 1N3w3Sv3 9 Nly Y .0 100—YR FLOODPLAIN (TYP.) EXIST. STORM DRAIN EASEMENT NO CONSTRUCTION ACCESS PROP. 36" SAN. SEWER CONTRACTOR TO COORDINATE RELOCATION OF EXIST. SHED OUTSIDE OF FLOODPLAIN WITH HOMEOWNER 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±545 SF RIP RAP STABILIZATION ±270 SF MAT & PLANTINGS Perennial Stream B (Coddle Creek) S54 - 40 If temporary construction corridor S55 - 80 If permanent bank restoration EXIST. SAN SEWER (TYP.) PROP TEMP CONSTRUCTION ENTRANCE PER DETAIL 4—C 0 \1q,5v ACCESS VIA BENT CREEK DR SW A 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±205 SF MAT & PLANTINGS PER DETAIL 5—A kEssR �N '' O,i4. �� 036837 ... GINS O • IX ,: 01/12 22 I � /I REMOVE EXIST. IRRIGATION EQUIPMENT & RETURN TO OWNER PERENNIAL STREAM (78 LF) PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E GRAPHIC SCALE 0 20 40 1 inch = 40 ft. (c)3 PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive License No. P-0601 NTERCEPTOR LOWER CODDLE CREEK PARALLEL N N Q 1 Z 0 a- N N I g a 17+00 TO 42+00 z 0 F- N w 0 F- z 0 U z 0 0 w Apprvd. Date: 07/13/20 Chkd: M LH Drwn: R H K Scale: 1 " = 40' Project No.: 2018-188 Sheet: EC-15 6/23/2021 4:03 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-16.DWG l I 0 0 w U) W U) W h W U) Wetland BB EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE COFFER DAM AND PUMP AROUND PER • CiN -ACT'R IS To LIMI 0-KI G A-E' 'ND AINT' IN D CONSTRUCTION CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. 6. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. 7. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ACOE AND NCDEQ) FOR APPROVAL THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY CASE BASIS. / W22 - 0.04 acre permanent clearing (PFO) 15' TOP OF BANK OFFSET (TYP.) ``j SILT FENCE PER \\\ DETAIL 4—A (TYP.) 0 V WETLAND LIMITS (TYP.) FORESTED WETLANDS 1763 SF WITHIN EXIST. EASEMENT TO BE RESEEDED PER SPECIFICATIONS. CONTRACTOR TO LIMIT DISTURBANCE THROUGH WETLAND AREA (SEE NOTES THIS SHEET) EMERGENT WETLANDS TO NOT BE IMPACTED BY THE CONSTRUCTION CORRIDOR -S9S PROPERTY SE / N 100—YR FLOODPLAIN (TYP.) / / / / / / / NN UTILITY POLE (TYP.)\ PROP. ACCESS EASEMENT — (TYP.) — FORESTED WETLANDS 1,375 SF WITHIN EXIST. EASEMENT TO BE RESEEDED PER SPECIFICATIONS 96 SF WITHIN TEMP. CONSTRUCTION EASEMENT TO BE REFORESTED PER DETAIL 6—A. CONTRACTOR TO LIMIT DISTURBANCE THROUGH WETLAND AREA (SEE NOTES THIS SHEET) Wetland AA W23 - 0.002 acre temporary clearing (PFO)(Green) W24 - 0.031 acre permanent clearing (PFO)(Yellow) EXIST. PERMANENT EASEMENT (TYP) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) 50+00 _ ss \n 6-72 JJ/ 0 C RIGHT—OF—WAY (TYP.) OVERHEAD ELECTRIC (TYP.) PROP TEMP. CONSTRUCTION ENTRANCE PER DETAIL 4—C i LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA —OLD I /`j// EMERGENT WETLANDS TO NOT BE IMPACTED BY CONSTRUCTION CORRIDOR SILT FENCE OUTLET PER DETAIL 4—B (TYP.) EXIST. SAN SEWER (TYP.) 2 I 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±140 SF MAT & PLANTINGS I 1 Perennial Stream B (Coddle Creek) S56 - 40 If temporary construction corridor S57 - 80 If permanent bank restoration _ tN 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±525 SF RIP RAP STABILIZATION ±265 SF MAT & PLANTINGS • BYPASS PER DETAIL 4—E / Wetland BAA W25 - 0.001 acre temporary clearing (PFO) PRELIMINARY PLANS NOT FOR CONSTRUCTION I I I I FORESTED WETLANDS 60 SF WITHIN PROP. ACCESS EASEMENT TO BE RESEEDED PER SPECIFICATIONS FEMA FLOODWAY (TYP.) e PROP. ACCESS EASEMENT (TYP.) ACCESS VIA CEDAR SPRINGS DR SW (SEE SHEET E-2) SF ti U _ _ LU : N 60+00 w W (TYP.) ...CA R :Q SEAL r� : 036837 NE • p ,� 6/23 1 GRAPHIC SCALE 0 20 40 1 inch = 40 ft. PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E 2: STATI TY, NO REVISIONS PER 0&D REVIEW PER FLOODPWN DEVELOPMENT REVIEW PER USAGE & NCDEO REVIEW 12/04/2020 12/04/2020 0 11 I<I Apprvd. Date: 07/13/20 Chkd: M L H Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: EC-16 7/13/2022 12:12 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-17.DWG C. >;), c.;\ \ O 1� Cod SS el, QO. EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE COFFER DAM AND PUMP AROUND PER A p CIN -ACT•R IS To LIMI 0-KI G A-E. .N' Al T.IN D CONSTRUCTION CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. 6. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. 7. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ACOE AND NCDEQ) FOR APPROVAL. THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY CASE BASIS. FEMA FLOODWAY (TYP.) SILT FENCE OUTLET PER DETAIL 4—B (TYP.) / / ec:" ,b2)V, 0� \'9 / / ceK /7-) i 0 SILT FENCE PER DETAIL 4—A (TYP.) 30' EXIST. PERMANENT EASEMENT (TYP) PERFORM TEMPORARY STREAM BYPASS PER DETAIL 4—E LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA Perennial Stream B (Coddle Creek) S58 - 40 If temporary construction corridor S59 - 80 If permanent bank restoration 100—YR FLOODPLAIN (TYP.) / DE SSE OE R/w OE 72+00 w SSE w N w 2 JJL PROPERTY LINE (TYP.) CC,0O ze 04) a OE R/w R/W 100—YR FLOODPLAIN (TYP.) EXIST. SAN SEWER (TYP. R/W / OE / OE A 40 LF STREAMBANK RESTORATION ,PER DETAIL 5—A ±800 SF RIP RAP STABILIZATION ±100 SF MAT & PLANTINGS R/W OE 40 LF BOULDER TOE STREAMBANK RESTORATION PER DETAIL 4—F ±100 SF MAT & PLANTINGS PER DETAIL 5—A i OE R/w FEMA FLOODWAY (TYP.) EXIST. PERMANENT EASEMENT (TYP) 15' PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) I 15' TOP OF BANK OFFSET (TYP.) R/W R/w SILT FENCE PER DETAIL 4—A (TYP.) SILT FENCE OUTLET PER DETAIL 4—B (TYP.) OE OVERHEAD ELECTRIC (TYP.) OE R/w DUKE ENERGY RIGHT—OF—WAY N LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA MATCHLJNE 12' PERMANENT AT —GRADE ACCESS CROSSING PER DETAIL 3—D PRELIMINARY PLANS NOT FOR CONSTRUCTION ras 2z1 SEE SHEET EC - Ui 18) Perennial Stream A S60 - 20 If temporary construction corridor S61 - 12 If permanent stream crossing (at grade) 7 EXIST. SAN SEWER (TYP.) LIMITS OF DISTURBANCE EQUALS SILT FENCE THIS AREA /W 7 DUKE ENERGY (68' RIGHT-OF-WAY) PROP. 36" SAN. SEWER S E 15' TOP OF BANK OFFSET (TYP.) /61 PROPERTY LINE (TYP.) HEDGEMORE COURT (SEE SHEET E-2 AND EC-18) PROP. ACCESS EASEMENT (TYP.) DUKE ENERGY RIGHT—OF—WAY ./qN/cF c �3 N p4N SS RAN DB• 643 pG 3.6188RR/S 2S9 OE sf ssPNN N 'S s\ OVERHEAD ELECTRIC (TYP.) ct- SEAL r • GRAPHIC SCALE 0 20 40 PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E 2: STAT TY, NOI REVISIONS PER G&D REVIEW PER FLOODPWN DEVELOPMENT REVIEW PER USAGE & NCDEO REVIEW PER EASEMENT NEGOTIATIONS 12/04/2020 12/04/2020 El 11 05/13/2022 Date: 05/13/22 Scale: Project \i°6 1 8-1 88 Sheet: 7/13/2022 12:13 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-18.DWG EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE COFFER DAM AND PUMP AROUND PER DETAILS 4—D AND 4—E. 5. CONTRACTOR IS TO LIMIT WORKING AREA AND MAINTAINED CONSTRUCTION CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. 6. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. 7. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ACOE AND NCDEQ) FOR APPROVAL. THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY CASE BASIS. FEMA FLOODWAY (TYP.) 30' EXIST. PERMANENT EASEMENT (TYP) EXIST. SAN SEWER (TYP.) U LJJ F- - LJJ LJJ 2 N LJJ Li / —J = U F- 2 / / 0 / / w ....... fir.. I. • p• , i ce 1 ,� —'S PROPERTY LINE (TYP.) 100—YR FLOODPLAIN (TYP.) \ OVERHEAD ELECTRIC (TYP.) DUKE ENERGY RIGHT—OF—WAY RANCHWAY � 9 DR SW /4 F- LJJ LJJ 2 N V) F- LJJ LJJ '$-y-, -„ ,rm 3SS LJJ Z J U F- 2 LORI MORRIS BROWN & husband, IAN A. BROWN P.I.N. 5509-82-0104 DB. 8214, PG. 206 DB. 14645, PG. 194 MB: 55, PG. 30 MB. 86, PG. 13 RIGHT—OF—WAY (TYP.) PROPERTY LINE (TYP.) SS---- SS— --- SS— — 333 PROP. 20' ACCESS EASEMENT (TYP.) COLEMAN E EMBREY PIN 5509-71-8709 DB. -, PG. - MB. 16, PG. 35 SILT FENCE OUTLET PER DETAIL 4—B (TYP.) SILT FENCE PER DETAIL 4—A (TYP.) .......... 3SS ...........----- ..S — -- 'aC-— — • -- • --'3SS — 3V \ ]V PROP. 20' ACCESS EASEMENT (TYP.) 3V SILT FENCE PER DETAIL 4—A (TYP.) SILT FENCE OUTLET PER DETAIL 4—B (TYP.) SS— — =—SS,_ 3SS 3V CULTIVATED FIELD (TYP.) 3SS EXIST. 30' CONCORD SEWER EASEMENT JANICE COCHRAN MORRIS PIN 5509-73-6179 DB. 643, PG. 259 3V 3SS-1 3SS CULTIVATED FIELD (TYP.) EXIST. 30' CONCORD SEWER EASEMENT JANICE COCHRAN MORRIS PIN 5509-73-6179 DB. 643, PG. 259 / 3V WOOD LINE (TYP.) FENCE (TYP.) DITCH LINE (TYP.) TOP OF BANK (TYP.) / 3SS - 3V I 3Y NO CONSTRUCTION ACCESS VIA RANCHWAY DR SW LORI MORRIS BROWN & husband, IAN A. BROWN P.I.N. 5509-82-0104 DB. 8214, PG. 206 DB. 14645, PG. 194 MB. 55, PG. 30 MB. 86, PG. 13 DAVID F WHITE JR PIN 5509-71-3894 DB. 719, PG. 349 MB. 16, PG. 35 WOOD LINE (TYP.) RIGHT—OF—WAY (TYP.) So BRANDON & LINDSAY CORN ELI US P.I.N. 5509-81-0841 DB. 14582, PG. 215 MB. 16, PG. 35 Q TONY EUGENE & NANCY G BYRUM PIN 5509-71-2878 DB. 719, PG. 62 MB. 16, PG. 35 PRELIMINARY PLANS NOT FOR CONSTRUCTION RANCHWAY DR SW -. . .- ...... SS— .......... SS— —.... SS— — — — SS— — -. SS-- — — — SS= = . .- 3SS — — — 3SS DITCH LINE (TYP.) TOP OF BANK (TYP.) 3V 3V 3SS 3SS 3V 3V 07/07 22 GRAPHIC SCALE 0 20 40 1 inch = 40 ft. PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E 2: STAT TY, NOI Apprvd. Date: 07/07/22 Chkd: M L H Dryyn: RHK Scale: 1"=40' Project No.: 2018-188 Sheet: EC-18 7/14/2022 2:45 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-19.DWG RICHARD MEADE & PAM ROBERTS PARKER PIN 5509-71-0990 DB. 8113, PG. 316 MB. 15, PG. 28 DITCH LINE (TYP.) Li i 177 EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 4—B. 3. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS THE PERMANENT EASEMENT AND TEMPORARY EASEMENT AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 4. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN THE DRY. UTILIZE COFFER DAM AND PUMP AROUND PER DETAILS 4—D AND 4—E. 5. CONTRACTOR IS TO LIMIT WORKING AREA AND MAINTAINED CONSTRUCTION CORRIDOR TO 40' IN WIDTH THROUGH STREAMS AND WETLANDS AS NOTED BY THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. 6. HARD STREAM BANK RESTORATION (E.G. RIP RAP AND BOULDER TOE) IS NOT TO EXCEED 40' IN LENGTH ALONG EACH STREAM BANK. IF DISTURBANCES EXCEED 40', SOFT STREAM BANK RESTORATION (E.G. MATTING AND PLANTINGS) IS TO BE USED. 7. CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER. WHERE ADDITIONAL WORK AREA IS REQUIRED WITHIN STREAMS AND WETLANDS THE ENGINEER WILL CONTACT REGULATORY AUTHORITIES FOR APPROVAL (ALOE AND NCDEQ) FOR APPROVAL. THE NEED FOR ADDITIONAL AREA WILL BE ASSESSED ON A CASE BY CASE BASIS. NCDOT NOTES: 1. FLAGGER TO BE UTILIZED DURING TIMES OF OFFLOADING, WHEN CONSTRUCTION VEHICLES CANNOT SAFELY EXIST PROJECT AREA, AND/OR AT THE DIRECTION OF THE ENGINEER. 2. CONTRACTOR TO CONTACT NCDOT AFTER TEMPORARY CONSTRUCTION ENTRANCE REMOVAL AND BEFORE FINAL PERMANENT MAINTENANCE ACCESS IMPROVEMENTS TO DETERMINE FINAL CONFIGURATION. CHRISTOPHER A & DONNA H CARPENTER PIN 5509-72-0105 DB. 9897, PG. 108 MB. 15, PG. 28 SILT FENCE PER DETAIL 4—A (TYP.) SILT FENCE OUTLET PER DETAIL 4—B (TYP.) PROPERTY LINE (TYP.) 30' SANITARY RIGHT-OF-WAY DB. 989, PG. 251 STEVE RANDALL & KAREN SUE M ALLEN PIN 5509-62-9392 DB. -, PG. - MB. 15, PG. 28 RICHARD D BEVERLY B ROBERTS PIN 5509-62-9450 DB. 9641, PG. 342 MB. 15, PG. 28 NO CONSTRUCTION ACCESS VIA MONARCH CT SW WOOD LINE (TYP.) PROP. 20' ACCESS EASEMENT (TYP.) EXIST. 30' CONCORD SEWER EASEMENT JANICE COCHRAN MORRIS PIN 5509-73-6179 DB. 643, PG. 259 i CULTIVATED FIELD (TYP.) i i EDWARD R & JENNIE N BUCKNER PIN 5509-62-9749 DB. 15848, PG. 12 MB. 15 PG. 28 10' PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±210 SF MAT & PLANTINGS TOP OF BANK (TYP.) 12' PERMANENT AT —GRADE ACCESS CROSSING PER DETAIL 3—D 40 LF STREAMBANK RESTORATION PER DETAIL 5—A ±210 SF MAT & PLANTINGS Ti Intermittent Stream MBA S62 - 40 If temporary construction corridor S63 - 12 If permanent stream crossing (at grade) .J I NCDOT RIGHT—OF—WAY (TYP.) GRAVEL ROAD (TYP.) PROP TEMP. CONSTRUCTION ENTRANCE PER DETAIL 4—C INSTALL PERMANENT 18" RCP AT TOE OF SLOPE AND GRADE AT DIRECTION OF ENGINEER OVERHEAD ELECTRIC (TYP.) CJ44/ PRELIMINARY PLANS NOT FOR CONSTRUCTION / ,,1, °OQ-�NER�'�� ss aOF ,j;•• 4 SEAL r '= 036837 : E •- G ► NEF' p 07/07 22 GRAPHIC SCALE 0 20 40 1 inch = 40 ft. PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E 2: STAT TY, NOI Apprvd. Date: 07/07/22 Chkd: M L H Drwn: RM Scale: 1"=40' Project No.: 2018-188 Sheet: EC-19 1/14/2022 9:34 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\R-1.DWG MH 010193 M H 010192 MH 013045 ROCKY RIVER RD (SR-1139) - PROPERTY LINE (TYP.) MH REHAB SSMH 010205 i MH REHAB SSMH 010229 MH REHAB SSMH 010201 / SET NEW MH 010200A ON EXIST. MAIN 80' UPSTREAM OF SSMH 010200 PER DETAIL 1-G, LINE WITH CIPP MH 011614 \ MH 013053 ABANDONED MH - EX. SAN SEWER (TYP.) MH REHAB SSMH 010196 NCDOT RIGHT-OF-WAY (TYP.) MH REHAB ( SSMH 010197 MH REHAB SSMH 010200 FEMA FLOODPLAIN (TYP.) FEMA FLOODWAY (TYP.) ABANDONED MH MH REHAB MH 010195 SSMH 010199 MH 081067 ) MH 010198 TO BE DEMOLISHED (SEE SHEET SS-5A) 1I 1 TRIBUTARY CREEK (TYP.) CLEAN & CCTV FROM s SSMH 010205 TO SSMH 010206 CONSERVATION AREA LIMITS PER GIS (TYP.) PERMANENT ACCESS EASEMENT FOR REHAB AND MAINTENANCE VIA ROCKY RIVER ROAD. ACCESS EASEMENT ABUTS CONSERVATION AREA. NO MOWING. MH REHAB • SSMH 010231 NORTH CAROLINA RAILROAD RIGHT-OF-WAY 100' AT&T RIGHT-OF-WAY (TYP.) PROP. SANITARY SEWER (TYP) - PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) CIPP LINING FROM SSMH 010231 TO SSMH 010232 MH REHAB SSMH 010232 CLEAN & CCTV FROM SSMH 010232 TO SSMH 010233 .f\� MH 010234 MH REHAB / SSMH 010233 PROPERTY LINE (TYP.) NCDOT RIGHT-OF-WAY i y/ MH REHAB ,/ // SSMH 010202 / // \\ i vv, /// / CIPP PERMANENT SAN. SEWER EASEMENT (TYP) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) PROP. PERMANENT ACCESS EASEMENT (TYP.) TRIBUTARY CREEK (TYP.) ROCKY RIVER RD (SR-113 PROP. PERMANENT ACCESS EASEMENT (TYP.) FEMA FLOODPLAIN (TYP.) FEMA FLOODWAY (TYP.) / MH REHAB SSMH 010225 CIPP LINING FROM I SSMH 010236 TO SSMH 010237 MH REHAB SSMH 010236 MH REHAB SSMH 010235 -ss--- _ - ss- MH REHAB SSMH 27A // MH REHAB SSMH 010204 MH 010203 PROPERTY LINE (TYP.) 1 MH REHAB SSMH 010224 PERMANENT SAN. SEWER EASEMENT (TYP) MH REHAB SSMH 010223 MH REHAB /` MH REHAB SSMH 010226 PROP. SANITARY SEWER (TYP) PERMANENT SAN. SEWER EASEMENT (TYP) \ TRIBUTARY CREEK (TYP.) FEMA FLOODPLAIN (TYP.) FEMA FLOODWAY (TYP.) AVIAN PL L. - MH REHAB SSMH 010227 - MH REHAB SSMH 010228 7 i I PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) EX. SAN SEWER (TYP.) MH REHAB SSMH 010238 PROP. PERMANENT ACCESS EASEMENT (TYP.) PRELIMINARY PLANS NOT FOR CONSTRUCTION Pipeline Rehabilitation Recommendations WSACC_ID Inspection Length Pipe Dia. Defect(s) Rehab Recoommendation 010199-010198 281 30" MMC, SCP, SSC, DAGS _ ' 258' CIPP FROM PROP. MH #2E TO 010191 010201-010200 494 30" IS, MMC, DAGS, D, MCU 80' CIPP + Manhole Manhole Rehabilitation Recommendations Manhole_ID Owner Wall Material MH Dia. Rim to Invert (ft) Rim to Grade (ft) Rim to Prop. Vent Height Rehab Recommendations 010196 WSACC concrete 5' 11.1 2.4 13.3 Polymer Lining, Replace Vent 010197 WSACC concrete 5' 12.8 4.0 12.0 Polymer Lining, Replace Vent 010199 WSACC concrete 5' 11.2 2.5 11.7 Polymer Lining, Replace Vent 010200 WSACC concrete 5' 11.4 2.0 13.2 Polymer Lining, Replace Vent 010201 WSACC concrete 5' 12.8 2.8 13.1 Polymer Lining, Replace Vent 010202 WSACC concrete 5' 12.7 1.8 11.0 Polymer Lining, Replace Vent 010204 WSACC concrete 5' _ 13.8 2.4 10.8 , Polymer Lining, Replace Vent Prop. Manhole Recommendations Manhole_ID MH Dia. C/L Invert Rim Elevation 010200A 5' 522.39 532.45 Pipeline Rehabilitation Recommendations WSACC_ID Inspection Length Pipe Dia. Defect(s) Rehab Recommendation 010206-010205 416 30" MSA, MGO Clean MH to MH, CCTV (451') Manhole Rehabilitation Recommendations Manhole_ID Owner Wall Material MH Dia. Rim to Invert (ft) Rim to Grade (ft) Rim to Prop. Vent Height (ft) Rehab Recommendations 010205 WSACC, concrete 5' 12.5 0.4 10.3 Polymer Lining, Replace Vent 010206 WSACC I concrete 5' 12.7 2.0 9.7 Polymer Uning, Replace Vent 010219 concrete 5' 12.8 2.1 9.4 Polymer Lining, Replace Vent _WSACC 010220 WSACC concrete 5' 15.5 3.0 6.5 Polymer Lining,Replace Vent 010221 concrete 5' 13.0 2.2 r 8.2 Polymer Lining, Replace Vent 010222 _WSACC WSACC concrete 5' 14.0 2.2 7.7 Polymer Lining, Replace Vent 010223 __ WSACC concrete _ 5' 12.7 _ 22 8.5 Polymer Lining,Replace Vent 010224 WSACC _ concrete 5' _ 12.8 L7 8.1 Polymer Lining, Replace Vent 010225 WSACC concrete 5' 13.9 2.1 6.8 Polymer Uning, Replace Vent 010226 concrete 5' 13.9 1.5 6.7 Polymer Uning, Replace Vent 010227 _WSACC WSACC concrete 5' 19.3 22 n/a Polymer Lining 010228 WSACC concrete _ 5' 15.1 1.1 5.2 Polymer Uning, Replace Vent Pipeline Rehabilitation Recommendations WSACC_ID Inspection Length Pipe Dia. Defect(s) Rehab Reccommendation 010232-010231 225 30" SSC, SCP, DAGS 232' CIPP 010233-010232 390 30" MSA Clean MH to MH, CCTV (493') 010235-010234 68 30" MMC, MSA, MCU, SCP, SSC Clean MH to MH, CCTV (196') 010237-010236 190 30" MCU, MSA, DAGS, SCP, SSC 393' CIPP Manhole Rehabilitation Recommendations SEAL r036837 • 01/12 22 GRAPHIC SCALE 0 100 1 inch = 200 ft. Manhole_ID Owner Wall Material MH Dia. Rim to Invert (ft) Rim to Grade (ft) Rim to Prop. Vent Height Rehab Recommendations 010229 WSACC concrete 5' 13.6 1.8 7.2 Polymer Uning, Replace Vent 010230 WSACC concrete 5' 14.0 1.1 7.6 Polymer Lining, Replace Vent 010231 WSACC concrete 5' 15.3 0.0 n/a Polymer Lining, Raise Manhole 6" 010232 WSACC concrete _ 5' 13.9 2.2 7.5 Replace Vent 010233 WSACC concrete 5' 15.3 1.8 6.9 Trim Protruding Services, Seal Pipe Connections, Replace Vent 010235 WSACC concrete 5' 18.4 0.6 n/a Install Chimney Seal 27A WSACC concrete 5 30.0 0.0 n/a Raise Manhole 6" 010236 WSACC concrete 5' 15.4 2.2 7.9 Install Chimney Seal, Replace Vent 010237 WSACC concrete _ 4' 18.8 0.0 4.9 Cementitious Lining (I/I and Structural), Replace Vent 010238 WSACC concrete 5' 13.8 2.2 6.3 Cementitious Lining (I/I and Structural), Replace Vent L 1 CCTV CCTV -ss- LEGEND CCTV CIPP - CIPP - CIPP • PERMANENT SAN. SEWER EASEMENT TEMPORARY CONSTRUCTION EASEMENT PROP. PERMANENT ACCESS EASEMENT PROP. CCTV AND CLEANING PROP. SEWER PIPELINE EXIST. SEWER PIPELINE PIPELINE TO BE REHABILITATED PROP. MANHOLE MANHOLE TO BE REHABILITATED EXIST. MANHOLE NASSCO PACP ABBREVIATIONS DAGS - DEPOSITS ATTACHED GREASE D - DEFORMED MCU - MISC. CAMERA UNDERWATER MGO - MISC. GENERAL OBSERVATION MMC - MISC. MATERIAL CHANGE MSA - MISC. SURVEY ABANDONED IR - INFILTRATION RUNNER IS - INFILTRATION STAIN IW - INFILTRATION WEEPER SCP - SURFACE DAMAGE CORROSION SSC - SURFACE SPALLING COATING 0 PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 EWER REHABILI BARRUS COS 0 C a Apprvd. Date: 07/13/20 Chkd: M L H Drwn: RHK Scale: 1"=200' Project No.: 2018-188 Sheet: R-1 6/2/2022 11:34 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\R-2.DWG MH 010352 EX. SAN. SEWER (TYP.) MH REHAB SSMH 010351 4' FIBERGLASS LINING SPOT REPAIR 1316' DOWNSTREAM OF SSMH 010351 MH REHAB SSMH 010350 MH REHAB SSMH 010353 MH REHAB SSMH 010354 SET NEW MH 010354A ON EXIST. MAIN 60' UPSTREAM OF SSMH 010354 PER ss DETAIL 1-G, LINE WITH CIPP � 0 MH REHAB SSMH 010355 FEMA FLOODWAY (TYP.) FEMA FLOODPLAIN (TYP.) PROPERTY LINE (TYP.) SET NEW MH 010355A ON EXIST. MAIN 100' DOWNSTREAM OF SSMH 010356 PER DETAIL 1-G, LINE WITH CIPP MH REHAB SSMH 010357 ---=ss----ss----ss---� SSN PROP. TEMPORARY / CONSTRUCTION EASEMENT (TYP.) PERMANENT SAN. SEWER EASEMENT (TYP) MH REHAB SSMH 010240 MH REHAB, SSMH 010241.- i PROP. PERMANENT ACCESS EASEMENT (TYP) 0 010239 RENFREW DR 11111 MH REHAB SSMH 010242 PRELIMINARY PLANS NOT FOR CONSTRUCTION 01/12 22 Pipeline Rehabilitation Recommendations WSACC_ID Inspection Length Pipe Dia, Defect(s) Rehab Reccommendation 010351-010350 320 30" D, IR 4' Pipe Patch (Fiberglass) +/- 316' Downstream of SSMH 010351 010355-010354 440 30" MMC, DAGS, SCP, SSC, D 60' CIPP + Manhole 010356-010355 422 30" DAGS, SSC, SCP, MMC, D 100° CIPP + Manhole Manhole Rehabilitation Recommendations Manhole_ID Owner Wall Material MH Dia. Rim to Invert Rim to Grade (ft) Rim to Prop. Vent Height (ft) Rehab Recommendations 010350 WSACC concrete 4' 16.1 3.0 3.8 Cementitious Lining (I/I and Structural), Replace Vent 010351 WSACC concrete 4' 17.7 3.6 2.3 Seal Pipe Connections, Replace Vent 010353 WSACC concrete 5' 16.1 3.5 4.0 Cementitious Lining (I/I and Structural), Replace Vent 010354 WSACC concrete 6' 9.7 2,0 10.2 Reset Frame and Cover, Cementitious Lining (I/I and Structural), Replace Vent 010355 WSACC concrete 5' 13.6 2.8 n/a Cementitious Lining (I/I and Structural) 010356 WSACC concrete 4' 13.7 2.8 n/a Cementitious Lining (I/I and Structural) 010357 WSACC concrete 4' 14.0 2.0 6.5 Cementitious Lining (I/I and Structural), Replace Vent 010240 WSACC concrete 5' 15.0 3.9 5.6 Seal Pipe Connections, Replace Vent 010241 WSACC concrete 5' 15.1 1.5 6.2 Cementitious Lining (I/I and Structural), Replace Vent 010242 WSACC concrete 5' 15.0 1.2 6.2 Cementitious Lining (I/I and Structural), Replace Vent Prop. Manhole Recommendations Manhole_ID MH Dia. C/L Invert Rim Elevation 010354A 5' 534.21 544.48 010355A 5' 534.52 546.64 MH REHAB SSMH 010248 MH REHAB SSMH 010246 MH REHAB SSMH 010245 7' SET NEW MH 010244A ON EXIST. MAIN 160' DOWNSTREAM OF SSMH 010245 PER DETAIL 1-G, LINE WITH CIPP MH REHAB SSMH 010244 SET NEW MH 010243A ON EXIST. MAIN 145' UPSTREAM OF SSMH 010243 PER \ DETAIL 1-G, LINE WITH CIPP MH REHAB SSMH 010243 CLEAN & CCTV FROM SSMH 010242 TO SSMH 010243 G w MH REHAB - SSMH 010249 CODOL. CREEK PEBPEE Won PC1R SWM-ss_ - ' - ' \ M H 010250 PERMANENT SAN. SEWER EASEMENT (TYP) MH REHAB SSMH 010251 FEMA FLOODPLAIN (TYP.) EX. SAN. SEWER (TYP.) PROP. PERMANENT ACCESS EASEMENT (TYP) TRIBUTARY CREEK (TYP.) \ \ \ PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) PROPERTY LINE (TYP.) Pipeline Rehabilitation Recommendations WSACC_ID Inspection Length Pipe Dia. Defect(s) Rehab Reccommendation 010243-010242 249 30" MSA Clean MH to MH, CCTV (421') 010244-010243 466 30" MMC, DAGS, SCP, SSC, D 145' CIPP + Manhole 010245-010244 238 30" DAGS, MMC, SSC, SCP, D 160' CIPP + Manhole Manhole Rehabilitation Recommendations Manhole_ID Owner Wall Material MH Dia. Rim to Invert Rim to Grade (ft) Rim to Prop. Vent Height (ft) Rehab Recommendations 010243 WSACC concrete 5' 15.1 1.4 6.3 Cementitious Lining (I/I and Structural), Replace Vent 010244 WSACC concrete 5' 17.4 1.0 3.7 Cementitious Lining (I/I and Structural), Replace Vent 010245 WSACC concrete 4' 15.1 1.5 n/a Polymer MH Lining 010246 WSACC concrete 4° 17.7 2.5 n/a Polymer MH Lining, Reset Frame and Cover 010247 WSACC concrete 5' 19.0 1.3 n/a Cementitious Lining(I/I and Structural) 010248 WSACC concrete 5° 15.2 1.7 n/a Cementitious Lining(I/I and Structural) 010249 WSACC concrete 5' 15.1 1.0 n/a Polymer MH Lining, Rebuild Bench and Invert 010251 WSACC concrete 5' 18.6 1.4 4.4 Replace Vent 010252 WSACC concrete 5° 16.4 0.2 n/a Replace Frame and Cover 010253 WSACC concrete 5' 23.2 4.2 n/a Cementitious Lining(I/I and Structural) Prop. Manhole Recommendations Manhole_ID MH Dia. C/L Invert Rim Elevation 010243A 5' 537.15 552.70 010244A 5' 538.23 555,35 GRAPHIC SCALE 0 100 200 1 inch = 200 ft. MH REHAB SSMH 010255 NCDOT RIGHT-OF-WAY Z PROPERTY LINE (TYP.) MH REHAB SSMH 010262 CIPP LINING FROM SSMH 010261 TO SSMH 010262.. \� \ MH REHAB SSMH 010260 MH REHAB SSMH 010256 CIPP LINING FROM SSMH 010256 TO SSMH 010257 MH REHAB SSMH 010257 MH REHAB SSMH 013210 PROP. PERMANENT ACCESS EASEMENT (TYP) i MH REHAB SSMH 010258 MH REHAB SSMH 010264 MH REHAB SSMH 010263 MH REHAB SSMH 010261 Ill CIPP LINING FROM SSMH 010260 TO SSMH 010261 MH 010259 FEMA FLOODWAY (TYP.) _ III TRIBUTARY CREEK (TYP.) 0 J l I `4' FIBERGLASS LINING SPOT REPAIR t 192' DOWNSTREAM OF SSMH 010267 FEMA FLOODPLAIN (TYP.) 1 EX. SAN. SEWER (TYP.) i MH REHAB SSMH 010269 i MH REHAB SSMH 010268 *:-10"'"Al MH REHAB SSMH 010267 PERMANENT SAN. SEWER EASEMENT (TYP.) 11 MH REHAB SSMH 010265 PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) Pipeline Rehabilitation Recommendations WSACC_ID Inspection Length Pipe Dia. Defect(s) Rehab Reccommendation 010267-010265 416 30" D, IR, IW 4' Pipe Patch Fiberglass 010257-010256 130 30" DAGS, MMC, SSC, SCP, D 130' CIPP 010261-010260 102 30" SSC, SCP 105' CI PP 010262-010261 121 30" SSC, SCP 125' CI PP Manhole Rehabilitation Recommendations Manhole_ID Owner Wall Material MH Dia. Rim to Invert (ft) Rim to Grade (ft) Rim to Prop. Vent Height (ft) Rehab Recommendations 010255 WSACC concrete 5' 16.7 2.0 n/a Polymer MH Lining 010256 WSACC concrete 4' 17.6 3.0 5.4 Cementitious Lining (I/I and Structural), Replace Vent 010257 WSACC concrete 4' 14.2 2.4 n/a Cementitious Lining (I/I and Structural) 010258 WSACC concrete 5' 14.9 2.0 n/a Cementitious Lining (I/I and Structural) 010260 WSACC concrete 4' 15.8 2.0 n/a Cementitious Lining (I/I and Structural) 010261 WSACC concrete 4' 16.0 3.4 n/a Cementitious Lining (I/I and Structural) 010262 WSACC concrete 4-5' 14.5 2.0 n/a Cementitious Lining (I/I and Structural) 010263 WSACC concrete 5' 19.7 1.0 n/a Cementitious Lining (I/land Structural) 010264 WSACC concrete 5' 22.2 0.5 n/a Cementitious Lining(I/I and Structural) 010265 WSACC concrete 4' 17.7 3.4 n/a Cementitious Lining (I/I and Structural) 010267 WSACC concrete 5' 22.4 0.5 n/a Remove Debris 010268 WSACC concrete 4' 17.0 2.0 n/a Cementitious Lining (I/I and Structural) 010269 WSACC concrete 5' 21.1 2.4 n/a Cementitious Lining (I/I and Structural) 013210 WSACC concrete 5' 12.8 2.3 n/a Polymer MH Lining L 1 CCTV CCTV LEGEND CCTV CIPP - CIPP - CIPP • PERMANENT SAN. SEWER EASEMENT TEMPORARY CONSTRUCTION EASEMENT PROP. PERMANENT ACCESS EASEMENT PROP. CCTV AND CLEANING PROP. SEWER PIPELINE EXIST. SEWER PIPELINE PIPELINE TO BE REHABILITATED PROP. MANHOLE MANHOLE TO BE REHABILITATED EXIST. MANHOLE NASSCO PACP ABBREVIATIONS DAGS - DEPOSITS ATTACHED GREASE D - DEFORMED MCU - MISC. CAMERA UNDERWATER MGO - MISC. GENERAL OBSERVATION MMC - MISC. MATERIAL CHANGE MSA - MISC. SURVEY ABANDONED IR - INFILTRATION RUNNER IS - INFILTRATION STAIN IW - INFILTRATION WEEPER SCP - SURFACE DAMAGE CORROSION SSC - SURFACE SPALLING COATING PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive 0 0 C7 0 4 0 License No. P-0601 z J NO U F- O z O U z O U NTERCEPTOR LOWER CODDLE CREEK PARALLEL z J 0 z 0 F- J SEWER REHAB Apprvd. Date: 07/13/20 Chkd: M H Dryyn: R H K Scale: 1"=200' Project No.: 2018-188 Sheet: R-2 6/2/2022 11:14 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\R-3.DWG i / / GLEN HAVEN DR Sw MH REHAB SSMH 010270 MH REHAB SSMH 010271 MH REHAB SSMH 010273 MH REHAB SSMH 010277 MH 010276 C/PP LINING FROM SSMH 010271 TO SSMH 010272 / / / MH REHAB SSMH 010274 / / / MH REHAB SSMH 010280 MH 010279 \/ EX. SAN. SEWER (TYP.) MH 010278 i / I � EXIST. PERMANENT EASEMENT (TYP) MH REHAB SSMH 010275 PROP. PERMANENT EASEMENT (TYP) f MH REHAB SSMH 010285 MH REHAB J/ SSMH 010286 MH 010287 MH 010282 MH REHAB SSMH 010284 1 / PROPERTY LINE (TYP) / 4' FIBERGLASS LINING SPOT REPAIR t 146' DOWNSTREAM OF SSMH 010285 4' FIBERGLASS LINING SPOT REPAIR t 176' DOWNSTREAM OF SSMH 010286 PROP. SANITARY SEWER (TYP) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) � l MH REHAB SSMH 010288� FEMA FLOODPLAIN (TYP.) i TRIBUTARY CREEK (TYP.) V t� r FEMA FLOODWAY (TYP.) / • PRELIMINARY PLANS NOT FOR CONSTRUCTION , ,,, s�NEssR°/ ;°- SEAL r•: 036837 = • GINS •�o• , 12/04 20 Pipeline Rehabilitation Recommendations WSACC_ID Inspection Length Pipe Dia. Defect(s) Rehab Reccommendation 010270-010269 263 30" MCU, MSA Clean MH to MH, CCTV (302') 010272-010271 311 30" SSC, SCP 110' CIPP + MH 010285-010284 365 30" D, IW 4' Pipe Patch (Fiberglass) +/-146' downstream SSMH 010285 010286-010285 280 30" D, IR 4' Pipe Patch (Fiberglass) +/-176' downstream SSMH 010286 Manhole Rehabilitation Recommendations Manhole_ID Owner Wall Material MH Dia. Rim to Invert (ft) Rim to Grade (ft) Rim to Prop. Vent Height (ft) Rehab Recommendations 010270 WSACC concrete 5' 18.2 1.6 n/a Cementitious Lining (I/I and Structural) 010271 WSACC concrete 4' 18.4 2.4 n/a Cementitious Lining (I/I and Structural) 010272 WSACC concrete 4' 16.1 2.0 8.2 Replace Vent 010273 WSACC concrete 5' 15.7 2.0 8.2 Seal Pipe Connections, Replace Vent 010274 WSACC concrete 5' 15.0 2.0 n/a Cementitious Lining (I/I and Structural) 010275 WSACC concrete 5' 16.5 2.3 7.1 Replace Vent 010277 WSACC concrete 5' 14.3 1.8 n/a Cementitious Lining (I/I and Structural) 010280 WSACC concrete 5' 15.1 3.4 n/a Install Chimney Seal 010281 WSACC concrete 5' 13.9 3.0 n/a Seal Pipe Connections 010284 WSACC concrete 5' 13.6 1.0 n/a Cementitious Lining (I/I and Structural) 010285 WSACC concrete 4' 14.4 3.2 n/a Seal Pipe Connections 010286 WSACC concrete 5' 18.9 3.3 n/a Install Chimney Seal 010288 WSACC concrete 4' 13.5 2.0 n/a Install Chimney Seal, Seal Pipe Connections 018912 WSACC concrete 5' 14.7 2.0 n/a Install Chimney Seal L 1 CCTV CCTV LEGEND CCTV ss----ss----ss-- --s CIPP - CIPP - CIPP • PERMANENT SAN. SEWER EASEMENT TEMPORARY CONSTRUCTION EASEMENT PROP. PERMANENT ACCESS EASEMENT PROP. CCTV AND CLEANING PROP. SEWER PIPELINE EXIST. SEWER PIPELINE PIPELINE TO BE REHABILITATED PROP. MANHOLE MANHOLE TO BE REHABILITATED EXIST. MANHOLE NASSCO PACP ABBREVIATIONS DAGS - DEPOSITS ATTACHED GREASE D - DEFORMED MCU - MISC. CAMERA UNDERWATER MGO - MISC. GENERAL OBSERVATION MMC - MISC. MATERIAL CHANGE MSA - MISC. SURVEY ABANDONED IR - INFILTRATION RUNNER IS - INFILTRATION STAIN IW - INFILTRATION WEEPER SCP - SURFACE DAMAGE CORROSION SSC - SURFACE SPALLING COATING GRAPHIC SCALE 0 100 200 1 inch = 200 ft. PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, F\ K PAI SEWER REHABILI Apprvd. Date: 07/13/20 Chkd: MLH Dryyn: RHK Scale: 1"=200' Project No.: 2018-188 Sheet: R-3 F- w CONSTRUCTION PROP. 48" SAN. SEWER EXIST. 30" SAN. SEWER REALIGNMENT 01, FEMA FLOODPLAIN (TYP.} FDA/4 FLOODWAY (TYP_) - - PROPE41tY LINE (TYP,) EXIST. 30" SAM. SEWER TO REMAIN IN PLACE fTYP.) CODDLE CREEK (TYP.E SUMMARY TABLE Phan Stations Diameter Material Length {ft) Exist/Prop. From Trt r. r. I 0403 10446,24 48 FRP 1064.24 Prop. 1 10++65.24 12+83. 48 DIP 218.52 Prop. Prop. _ .+83. _ 20+20.67 48 FRP 73691 20+20.67 21+47.58 48 DIP 96.91 Prop. 1 21+17.58 +63.98 48 FRP 84 -40 Prop. 1 293.98 31+25.87 48 DIP 161-89 Prop, 1 31+25.87 58++2883 4$ - FRPu 2762.96 Prop. 1 58+2883 59+92,30 48 DIP 163-47 Prop, 1 59492,30 86+74.01 48 FRP 2681.71 Prop. 1 8674.01 88+09.95 48 DIP 135-94 Prop. 1 88409.95 90+29.13 DIP 219.18 Exist, 1 90+29-13 951.41.73 _48 FRP 512..60 Prop. ' 1 95++4133 96+.74 48 DIP 124_01 Prop. I 96465.74 99487.69 48 FRP 316.95 Prop. I 9g*82.69 102+38.48 4$ DIP 255_79 Ex4St. 1 101+38_48 107+40.DS 48 FRP 501.57 Prop. 1 10705 112+6.l 48 DIP _ 4 r1189 Prop. 1 1 +16. 4 136+10.78 48 FRP 2393.84 Prop. 1 136+1O. Z8 136+91 .SO 48 DIP 85.72 Prop. 1 136+96_50 145+49.21 48 FRP 852.71 Prop. 1 145 ,21 14?+09.31 48 DIP 1.80.10 Prop. Prop, 1 147+09.31 155+78.26 48 868.95 1 155+7626 156+90.71 48 .FRP DIP Prop. Prop. 156+91171 159+89.83 _ 48 _ FRP' _112.45 ' 29,3 .12 SLIWitvlAFLY TABLE Phdse S I -rum dI.tons Dian-teter MM1dle>ial Lerngih (FALE: i ;f P•rm., re �� ` I 159+89.83 161+21.03 48 DIP 131.20 Prop, 1 161+21,03 166+35.69 48 FRP 414,66 Prop. 1 165+35.6+9 166+51.58 48 DIP 115,89 Prop. I 166+51.58 203+37.62 48 FRP 3686.04 Prop. I 203+3+.67 204+47-95 48 DIP 110.33 Prop. 1 204+47.95 204+79-15 36 DIP 31.20 Prop. 1 78.97.54 Structure #27.A 36 FRP 35.95 Prop. Wolf Nfead 1- .35 SE DIP 3.00.35 Prop. 2 10+90. 91 36 _ FRP 1090.91 91 Prop. 2 2 30+90.�93 12+24,18 12+24.18 ira+22, 20 36 36 DIP 133.27 398,02 Prop. Prop. ' FRP 2 16+22.20 18+43,2? 36 DIP 221.07 Prop. i 2 18443-27 32+88.94 36 FRP 1445.67 Prop. 2 . 32+88,94 33+97.77 36 DIP 108,78 Prop. 2 33+97.72 4 733.15 36 Ff.tP 675.44 Prop. r 2 40473.16 41+77.63 36 DIP 104.47 Prop. ) 2 41+77.63 55 i'3.70 36 1 F F' 1326.07 Prop. 2 55+D3.70 56+53.99 3+G DIP 150.29 Prop. 2 SEA53.99 56+5050 3E FRP 958.51 Prop. 2 66450.50 68+49,61 36 DIP 199.11 Prop. 1 +49.61 77#50.14 3a6 FRP 500.53 Profit Pro,. ../ Prop, 2 77+50.14 77+79.61 36 DIP 29,47 77+79.61 78+ 12. 09 36 FRP 3 2.48 ti PROP. DIVERSION STRUCTUIRE 4127A // ti ti ~� ,,., t . CAR ■ '''fir 1. f SEAL r = 36837 • 4 te, tY OLe- EXIST. 84" TUNNEL LINER PLATES WITH 48" DIP CARRIER EXIST. 72" TUNNEL LINER PLATE WITH 48* DIP CARRIER PRELIMINARY PLANS NOT FOR CONSTRUCTION 1 2 tel GRAPHIC. SCALE 0 ' 50 300 1 inch n 300 ft CA 7 cri EXIST. 30" SAN. SEWER TO REMAIN IN PLACE (TYP.} FEMA FLOODWAY (TYP.1 / / PROP. 48SAN. SEWER PROPERTY LINE (TYP. j RE NFR'EW OR ll@i� AT WOLF M EAGfC VV #73A SSE SSE EXIST. SEWER EASEMENT TOE TOE PROPOSED TEMPORARY CONSTRUCTION EASEMENT PE PE PROPOSED PERMANENT EASEMENT EXIST_ SEWER PIPELINE PROPOSED PIPELINE TRIBUTARY CREEK PROPERTY LINE PROPOSED ACCESS EASEMENT END PHASE 1 & BEGIN PHASE 2 CONSTRUCTION PROP. SS" SAN. SEWER PROP. JACK & BORE AT ROBERTA RD I�I Z UQ co ce Et Q Q in U� OZ wct � ¢ co m 06 LU H LOWER CODDLE CREEK PARALLEL INTERCEPTOR 41 Apprvd. 0711 120 hkd; MLH scok_ 1"= 0' Project No.° 2018-188 Seek: -0 FEMA FLOODWAY (TYP-) 45` ti r EXIST. 30" SAN. SEWER TO g./ REMAIN IN PLACE fTYP,} r^ 1, i . \ N - - : _ � _ - —�"� s, PROP. DIVERSION STRUCTURE 41104 r END PHASE 2 CONSTRUCTION DUKE ENERGY PRELIMINARY PLANS NOT FOR CONSTRUCTIOIV ,z;;, CA J/. SEAL 11 LE CREEK - LEGEND sse sst EXIST. ;Eli EASEMENT PROPOSED TEMPORARY CONSTRUCTION EASE M F i.J.l Pt PE PROPOSED PERMANENT EASEMENT — — — _ — — — _ s — _ — —- EXIST SEER PIPELINE PROPOSED PIPELINE TRIBUTARY CREEK PROPERTY LINE PROPOSED ACCESS EASEMENT GRAMC SCALE MO XXI PREPARED BY: Gavel & Dorn Engineering, P'1LC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No, P-0601 Ig C LI 1-122 LL1 WATER I CAR LOWER 0 Apprvd- L3ate: 07/13/20 t. MLH RHK Scale: 1"= 300' Project P4&: seek: .1 550 550 inera:IFM:11,:0/11x119V069 CKN101V10Y 10191 ] 1MIMOND1O ATII►NRICOADY LMI►[H1:1001:1:I041yF::SPACYLO 0 N M N V ENT ELEV 540 530 520 510 500 L STA. 0+00 PROP. VENTED MH 081068 PER DETAIL 1 B RIM = 530.42 1014. ---EXIST. MANHOLE 081068 EXIST. GRADE (TYP.) .11111111. FL IN=506.92 - 48" FL IN=506.42 - 54" FL OUT=505.92 - 60" 0+00 EXIST. 54" RCP SAN. SEWER EXIST. 30" SAN. SEWER -SSE SSE 3S o SSE EXIST. 72 RCP SAN. SEWER ± 39 LF EXIST. 60" RCP SAN. SEWER TO BE REMOVED & REPLACED WITH 60" FRP MATCH EXIST. ALIGNMENT & INVERTS TRUST 8809 264 1 -F00 I CODDLE CREEK , REMOVE AND REPLACE EXIST. MH 081068 FRP ER REMOVE AND REPLACE EXIST. MH 013053 .5TA. 0+-38.24 ROP. MH 013053- r IMF 530.74 N56'01'361W N ` 38.24' EXIST. 30" SAN. SEWER TO BE REMOVED FENCE (TYP.) STA. 0+00 ROP. MH 081068 RIM = 530.42 100-YR FLOODPLAIN (TYP.) m v) U O h VENT ELEV. = 546.43 Ir EXIST. 30" SAN. SEWER (TYP.) CODDLE CREEK CREEK BED (TYP.) 1 L STA. 8+04.80 PROP. VENTED MH #3 PER DETAIL 1-B RIM = 531.84 540 530 �.o 263.88 LF PROP. 48'' FRP SAN. SEWER -00.10X 260.45 LF PROP. 48" FRP SAN. SEWER 00.10X 520 260.44 LF PROP. 48" FRP SAN. SEWER 00.10X 2+00 HA WALKER P.I.N. 5527-37-9049 DB. 12778, PG. 278 FL IN=511.38 - 48' F�JT=511.38 - 48'r L ± 688 LF EXIST. 30" SANITARY SEWER TO BE REALIGNED (SEE SHEET SS-3 FOR PROFILE) 3+00 STA. 3+ 18.18 PROP. MH #2 RI , = 530.30 EXIST. ABANDONED MH 't TO. BE DEMOLISHED EXIST. 30" SAN. SEWER TO BE REMOVED EXIST. MANHOLE TO BE DEMOLISHED 7 4+00 V PROPERTY LINE (TYP.) / 15' TOP OF BANK OFFSET (TYP.) /r / / STA. 2+80.47 ROP. MH 11 RIM = 529.42 SEE SHEET EC-1 FOR WETLAND RESTORATION 5+00 /stA. 5+91.25 f ROP. MH #2 / RIM ® 531.55 EXIST. 30" SAN. SEWER TO BE REMOVED FL / N=51 1.66 - 48" FL OUT=5 11.66 - 48"- 6 -F 0 0 EXIST. ABANDONED MH TO BE DEMOLISHED STA. 5+44.35 PROP. MH #2 RIM = 531.31 TEMPORARY CONSTRUCTION EASEMENT (TYP.) - i PERMANENT SANITARY SEWER EASEMENT (TYP.) FEMA FLOODWAY (TYP.) EXIST. 30" SAN. SEWER TO BE REMOVED SEE SHEET EC-1 FOR WETLAND RESTORATION WETLAND LIMITS (TYP.) \ IN PLACE 7+00 EXIST. 30" SAN. SEWER TO BE REMOVED -<( EXIST. MANHOLE TO BE ABANDONED IN PLACE PER DETAIL 1-E EXIST. 30" SANITARY SEWER TO BE ABANDONED SEE SHEET EC-1 FOR WETLAND RESTORATION STA. 8+04.80 PROP. MH #3 RIM = 531.84 ADAM WAYNE THOMPSON & -- wife, MARION -W.- THOMPS�N I.N. 5527-47-1529 DB. 477, PG. 742 ----- FL IN=511.92 - 48" FL OUT=511.92 - 48 8+00 REMOVE AND REPLACE EXIST. MH 081067 STA. +46.14 ROP. MH #2C� RIM =. 5. 25 _._ END 30" SAN. SEWER REALIGNMENT EXIST. 30" SANITARY SEWER TO REMAIN IN PLACE (TYP.) 9+00 510 500 PRELIMINARY PLANS NOT FOR CONSTRUCTION 10-F00 41+0d , ,,,,, I,,,,,,' ��NE• ssRO" - ra SEAL r`: = 036837 _ cINE••0 = 02/0221 GRAPHIC SCALES HORIZONTAL • 20 40 11 1 inch = 40 ft VERTICAL • 2 4 11 finch =4ft. 'REP I :Y. r ave & orn En • ineerin • , PLL :Thad Er= rail 13M Ida \ DM 2[01I1 z J O U F 0 z F z 0 U Co m U ►Il :{ EPTI1 tI WER elI DDLE el:100:Ig_ urinal O O + O 0 I- O O O z 0 F F (/) L LJ J Li_ 0 0_ cio J 0_ 11111111 IEEE Apprvd. Date: 07/13/20 Chkd: M L H prom: M L H Scale: 1"=40' Project No.: 2018-188 Sheet: SS-2 1/14/2021 4:20 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-3.DWG 550 NNE NNE AI MEM MEM • PER DETAIL 1 B RIM = 530.42 1cl"W N O Iin 11:cII O ■tea � EMMEN, III/ EXIST. MANHOLE . 081068 ■■■■n II I 111in 1110 . • OP. ■■■■■IMEM IEEE �Illo. •••■WI 1�u1111_ IlliL J 0 NENE ed CODDLE CREEK CREEK BED (TYP ) Q L OUT=512.58 - 3 FL OUT=518.23 - 30 STA. 7+4 PROP. VE ni PER DETA/ 1 RIM= 53 XIST MANHOLE 081067 ■ 550 ■1 1111111 II 1 FL IN=506.46 - 30 EXIST. FL OUT=506.46 - 54'r •1 _ •i - • ROP. 54" FRP m. Sr FL IN=506.92 - 48' FL IN=506.42 - 54" • = I • i ie 0 A95 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 EXIST. 30" SAN. SEWER PARALLEL REALIGNMENT 7+00 8+00 PRELIMINARY PLANS NOT FOR CONSTRUCTION 445 9+00 EssR��* ci SEAL r*: = 036837 = G ► NEB- p 12/04 20 GRAPHIC SCALES HORIZONTAL O 20 ,0 1 inch = 40 ft VERTICAL O 2 4 finch =4ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NOI 1ST SAI Apprvd. Date: 07/13/20 Chkd: MLH DrWn: MLH Scale: 1"=40' Project No.: 2018-188 Sheet: SS-3 1/13/2022 10:53 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-4.DWG 550 550 540 530 520 510 50 EXIST. 30" STORM DRAINAGE (TYP.) STA. 10+63.24 PROP. MH #4 RIM = 534.23 I I I 1 I BD: B-3 STA. 10+65.24' OFFSET: 19.42' DEPTH TO REFUSAL : 9' 60 LF BUR ED STREAM CROSSING PER DETAIL 2-C LIMITS OF PAY ITEM FL IN=512.18 4-" OUT=5 12.18 - t FL 1 1 +00 STREAMBANK RESTORATION (SEE SHEET EC-1) l " EXIST. 30" SAN. SEWER (TYP.) . II F- 218.52 LF PROP. 48" DI SAN. SEWER 00.OX 113.78 LF PROP. 48" FRP SAN. SEWER 00.10X FLM=512.40-48" .24" STORM (APPROX.) L IN=512. L OUT=51 51 48" 2.51 - 48 i 100-YR FLOODPLAIN (TYP.) 293. PROP. J CODDLE CREEK CREEK BED (TYP.) 26 LF 48" FRP SAN. SEWER 00. f 0% 12±00 MATCHLINE STA. SHEET SS 2) 00 (SEE RIGHT-OF-WAY (TYP.) EDGE OF PAVEMENT (TYP.) 1 PERMANENT CULVERT CROSSING (SEE SHEET EC-1) STA. 12+83.76 PROP. MH #5 RIM = 534.16 EXIST. WATER MAIN (TYP.) EXIST. GAS MAIN (TYP.) 13+00 14+00 GREENWAY WASTE SOLUTIONS OF HARRISBURG INC P.I.N. 5527-37-3956 DB. 12426, PG. 0041 EXIST. SAN. SEWER REALIGNMENT (SEE SHEET SS-5A) STA. 13+97.54 ROP. MH #6 RIM = 534.07 N PROPOSED PERMANENT EASEMENT (TYP.) 15+00 EXIST. 24" HDPE STORM PIPE EXIST. GRADE (TYP.) 16+00 PROPERTY LINE (TYP.) VENI ELEV. 54E _47 /9w / EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) ACCESS VIA ROCKY RIVER ROAD (SEE SHEET EC-2) I STA. 16+90.80 PROP. VENTED MH 7 PER DETAIL 1-B RIM = 531.63 dni FL IN=512.81 - 48" FL OUT=512.81 17+00 A. B. BENTLEY -P.1.1\175527- 3461 DB.-5585 PG. 172 4 77 STA. 16+90.80 ROP. MH #7 RIM = 531.63 A 540 .. ■ 329.87 LF PROP. 48" FRP SAN. SEWER 00.10X 18+00 1 9+00 PERMAN ENT SANITARY SEWER EASEMENT (TYP.) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) FEMA FLOODWAY (TYP.) 530 520 510 505 20+00 PRELIMINARY PLANS NOT FOR CONSTRUCTION NCDOT NOTES: 1. CONTRACTOR TO CONTACT NCDOT PRIOR TO CONSTRUCTION OF SANITARY SEWER MAIN FROM STATION 12+00 TO 13+25. IF DIRECTED BY NCDOT DURING CONSTRUCTION, CONTRACTOR MAY BE REQUIRED TO PROVIDE AND IMPLEMENT ACTIVE SHORING PLAN. 0�/o 1of CAI J//o 0 ssk ,,,,,,, ,kN�ssR,< ' =o;of 0ti•-7s SEAL r : = - • 036837 • G►Iv-F'•p 01/12 22 GRAPHIC SCALES HORIZONTAL O 20 40 11 1 inch = 40 ft VERTICAL O 2 4 finch =4ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E STATI CABARRUS COUNTY, NOI REALIGNMENT PER CONSTRUCTABIUTY REVIEW & PRELIMINARY NODOT REVIEW PER FLOODPWN DEVELOPMENT REVIEW REVISIONS PER EASEMENT NEGOTIATIONS N O 0 12/04/2020 01/12/2022 444 Apprvd. Date: 07/13/20 Chkd: MLH Drwn: M L H Scale: 1"=40' Project No.: 2018-188 Sheet: SS-4 12:22 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-5.DWG 0 N m N SSE 550 550 I I I I I BD: B-5 STA. 20+07.50' OFFSET: 43.96' DEPTH TO REFUSAL : 25' 530 STREAMBANK RESTORATION (SEE SHEET EC-2) Q as z J Ln N N 00 In A A N 20 EXIST. GRADE (TYP ) CODDLE CREEK 100-YR FLOODPLAIN (TYP.) EX ST. 30" SAN. SEWER (TYP.) I I I I 1 BD: B-6 STA. 25+03.94' OFFSET: 27.57' DEPTH TO REFUSAL : 0' VENT ELEV. = 546 04 u; STA. 25+09,88 of c PROP. VENTED MH ,# 1 %en PER DETAIL 1—B N W RIM 533.96 Ln N J D Ll w CC 0 I- 2 H Ll w m Ln 0 Q 540 530 CREEK BED (TYP.) 520 96.91 LF PROP. 48" DIP LSAN. SEWER 00.10X ±97 LF BURIED STREAM CROSSING PER DETAIL 2 510 LIMITS OF PAY ITEM 361.94 LF PROP. 48" F/?P SAN. SEWER O6t 10X 454.10 LF PROP. 48" FRP SAN. SEWER 00.10X FL /N=513.61 — 48 " FL IN=513.12 8" FL 1N=93.22 — FL OUT-513.22 4 FL OUT=513. 505 12 48" SSE 329• . 53i 25 E 26+00 27+00 29 +00 29 +50 21 +00 100-YR FLOODPLAIN (TYP.) 1g+00 sSE FEMA FLOODWAY (TYP.) rn rn j SSE 22+00 PROPERTY LINE (TYP.) EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) IQ o 23+00 9o. EXIST. FENCE (TYP.) UNNAMED TRIBUTARY STA. 20+2"b. 67 ROP. MH #8 RIM = 532.32\\ 24+00 FL OUT-513 61 48" 30.38 LF LPROP. 48" FRP 510 SAN. SEWER 00.10X SS AFL IIV=513.58 48 FL OUT=513.58 — 48" 30.36'0 PERMANENT SANITARY SEWER EASEMENT (TYP.) 505 25+00 TA. 2 +b9.8= ROP. MH #11 RI , = 533.96 STA. 24+79.52 ROP. MH #10 RIM = 533.22 PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) n WILLIAM D. MATTHEWS & wife, CYNTHIA G. MATTHEWS P.I.N. 5527-49-1324 DB. 813, PG. 118 STA. 21 + 17.58 ROP. MH #9 RIM = 532.74 28+00 EXIST. SAN. SEWER REALIGNMENT (SEE SHEET SS-5A) PROP. ACCESS EASEMENT (TYP.) ACCESS VIA ROCKY RIVER ROAD (SEE SHEET EC-2) PRELIMINARY PLANS NOT FOR CONSTRUCTION 7. `,,,, , L1,,,,' �NE,, ,••• ra SEAL r•: = 036837 : _ 02/02 21 GRAPHIC SCALES HORIZONTAL O 20 40 1 inch = 40 ft VERTICAL O 2 4 finch =4ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E STATI CABARRUS COUNTY, NOI REVISION PER MD REVIEW 12/04/2020 Apprvd. Date: 07/13/20 Chkd: M L H DrWn: MLH Scale: 1"=40' Project No.: 2018-188 Sheet: SS-5 12:30 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-5A.DWG 0 N M N 100-YR FLOODPLAIN (TYP.) 100-YR FLOODPLAIN (TYP.) kgX 0) N w O 0) O Li 540 W 0 540 �� 0��II O�ou Q0w� Q0IX -EXIST. GRADE (TYP.) r1 PR 1 530 530 EXIST. 30' SAN. SEWER TO BE DEMOLISHED AND DISPOSED OF OFF SITE Ii ■ I II CODDLE CREEK CREEK BED (TYP.) ildi520 •20 FL MEI 2 - Q, " EX! r1 =, ••i :/ 74.67 L ' PROP. 3r" F 1P SAN. SE E ,,. 0 0 , FL IN=521.89 - 30" FL OUT=521.89 - 30" ( I AT.) 510 510 PERMANENT CULVERT END EXIST. SAN. CROSSING (SEE SHEET EC-1) SEWER REALIGNMENT STA. 0+74.67 PROP. MH #010197 UNNAMED TRIBUTARY 1 = 533.20 STA. 0+00 PROP. MH #010197 l�N = 533.39� BEGIN EXIST. SAN. SEWER REALIGNMENT EXIST. GAS MAIN (TYP.) EXIST. WATER MAIN (TYP.) OVERHEAD ELECTRIC (TYP.) EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) 15' TOP OF BANK OFFSET EXIST. 30" SAN. SEWER TO BE REMOVED 545-- — EXIST. MH 010198 TO BE DEMOLISHED EXIST. 30" SAN. SEWER TO BE REMOVED ACCESS VIA ROCKY RIVER ROAD (SEE SHEET EC-2) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) PERMANENT SANITARY SEWER EASEMENT (TYP.) LANE STRIPING (TYP.) EDGE -OF -PAVEMENT (TYP.) NCDOT RIGHT-OF-WAY (TYP.) 550 PRELIMINARY PLANS NOT FOR CONSTRUCTION 550 100-YR FLOODPLAIN (TYP.) m N N) 6Q O NOW 0e C�� OEM 540 5 0 oo=QM � Wq QII .III Q R�� • 1 lkEL EXIST. GRADE (TYP.) • • EXIST. MANHOLE 010203 � 1 530 - 530 I EXIST. 30" / SAN. SEWER k 1 ?0,24 LP " 15.02 A I LF II PROP. 30" FRP PROP. 30" FRP SAN. SEWER 00.03.RG SAN. SEWER 00.03X 520 - 30 �520 EXIST.) FL TNl=522.94 - 30 FL 2Q.99-30" IN-7gg FL 1N=553.03 FL O�I1522. - ;0 N - FL 011T=522.94 - 30" (EXIST.) FL T [= 529.30 - 4" (IST .) CODDLE CREEK CREEK BED (TYP.) FL LOUT=523.03 - 30" l 515 , 515 0+00 ABANDON EXIST. 30" SAN. SEWER IN PLACE AND PLUG PIPE PER DETAIL 2-F (±0.25 CY CONCRETE) PROPERTY CODDLE CREE SE STA. 0+0 __PROP. MH #010202 yaA OVA, � SSE BEGIN EXIST. SAN. SEWER REALIGNMENT 1 +00 2+00 PROP. PERMANENT EASEMENT (TYP.) ±20 LF OF EXIST. 30" SAN. SEWER TO BE REMOVED, REMAINING EXIST. SAN. SEWER FROM STATION 0+00 TO 2+85 TO BE ABANDONED IN PLACE PLUG EACH END OF PIPE TO BE ABANDONED PER DETAIL 2-F (±0.5 CY CONCRETE) STA. 1 +70.24 PROP. MH #010202 RIM = 535.03 3+00 PROP. 48" SAN. SEWER (SEE SHEET SS-5) PERMAN ENT SANITARY SEWER EASEMENT (TYP.) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) EXIST. POND (TYP.) 4+00 C000 E CREEK 15' TOP OF BANK OFFSET EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) i • EXIST. FENCE (TYP.) END EXIST. SAN. SEWER REALIGNMENT ABANDON EXIST. 30" SAN. SEWER IN PLACE AND PLUG PIPE PER DETAIL 2-F (±0.25 CY CONCRETE) GRAPHIC SCALES HORIZONTAL O 20 40 11 1 inch = 40 ft VERTICAL O 2 4 11 finch =4ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 1ST. SAI TY, NOI Apprvd. Date: 11 /19/20 Chkd: M L H DrWn: MLH Scale: 1"=40' Project No.: 2018-188 Sheet: SS-5A 12:36 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-6.DWG 0 N %) N 550 550 BD: B-8 STA. 31+21.56' I o m 30: B-9 ;TA. 37+83.57' )FFSET: 149.01' )EPTH TO REFUSAL : 27' .1 • OFFSET: 71.23' Q Q vi DEPTH TO REFUSAL : 27.5' A u — o cr Ul (CI — Bo U- m rn 100-YR FLOODPLAIN (TYP.) + (CDENT to54. m w LEV o rn O m =od �2 m mQ ± a m vw) v)Q ± a mcn0� n0o I — Q Q r� Nt. Q STA. 38+78.81 :'• A no �? co M w M '�� .O " ^ c - PROP. VENT T D MH #15 N J "1- _--Nt PER DETAIL 6. s B 540 r ` iCI a Lzin : li In ^• O II OCk Ala (MtI EXIST. GRADE TYP. ......a."AilliglilliFT II '_ m y n i . 530 r� m� 5,30 co — _ N J I ji-; STREAMBANK RESTORATION _ ' / (SEE SHEET If EC-3) }� CODDLE CREEK 4/ CREEK BED (TYP.) =_:_,- — T 520 CROSS UNDER EXIST. 5 0 30" SAN. SEWER PER DETAIL 2-B 1 A 161.89 LF I 309.80 LF 443.14 LF PROP 48" DIP PROP. 48" FRP PROP. 48" FRP 00.10% SAN. SEWER 00.10x SAN. SEWER 00.10X SAN. SEWER .r. p ±110 LF BURIED STREAM CROSSING PER DETAIL 2 C LIMITS OF PAY ITEM IJVICL�+1L'p'L!— • FL 1N=514.22 - � f j:: o 8" OUT=514.97 - 48 ;,, OUT=514.52 - 48" 510 22 505 I 505 30-F00 EXIST. FENCE (TYP. NIA::::>P`M 31 +00 7-- STA. 29+ -'ROP. MH #12� 32-F00 STA. 31+25.87 ROP. MH #13 RIM = 534.53 33-F00 34±00 GREEN WAY WASTE SOLUTIONS OF RRISBURG, INS\ P.I.N. 7-37-3956' DB. 1242 , PG. 41 \ DB. 4395, PG. 275 [TRACT ONE—`- M = 534.58 _ — PERMANENT SANITARY SEWER 0 WILLIAM D. MAT wife, CYNTHIA G. P.I.N. 5527— DB. 813, MATT —1324 G. 118 N ss p\ o SSE EASEMENT (TYP.) EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) \. 15' STREAM BUFFER (TYP.) ssc• 35±00 FEMA FLOODWAY (TYP.) EXIST. GRAVEL ROAD (TYP.) STA. 34+35.67 ROP. MH #14— RIM = _ 534.95 1/ 36±00 I i PROP. TEMPORARY CONSTRUCTION EASEMENT I 37±00 PROPERTY LINE (TYP) PROP. PERMANENT EASEMENT (TYP.) 38±00 / SSF 39±00 EN_WA _WASTE SOLUTI9f�S OF HARRISBURG; INS-,_ P.I.N. 5528-11-8222 —DB. 12426j PG.\ 417 — DB. 2658; PG�I6 �:30L 40±00 5 cf- \^ (PO SSE PRELIMINARY PLANS NOT FOR CONSTRUCTION 40+00 391.00' _S40'51'071 ,,,, 11 l llr,l , • • -2- of o1/.��' ra SEAL r` : 036837 GINC- 0,: 02/02 21 GRAPHIC SCALES HORIZONTAL O 20 40 11 1 inch = 40 ft VERTICAL O 2 4 finch =4ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E STATI CABARRUS COUNTY, NOI Apprvd. Date: 07/13/20 Chkd: MLH Dryyn: M L H Scale: 1"=40' Project No.: 2018-188 Sheet: SS-6 4/25/2022 11:12 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-7.DWG 550 ci m 0 m CO -1 W 00 00 CC III H ~ DI LL W W cn00 550 540 530 0 STREAMBANK RESTORATION (SEE SHEET EC-1) EXIST. GRADE (TYP.) 100-YR FLOODPLAIN (TYP.) •� 3 ,t1) let tit VENT E _EV. = C 46.42 STA. 46+36.28 PROP. VENTED WI-1 PER DETAIL 1-B RIM - 537 00 #17 STREAMBANK RESTORATION (SEE SHEET EC-4) IGOLAT&T R 540 530 CODDLE CREEK CREEK BED (TYP.) 520 391,00 L PROP. 48" F FRP SAN. SEWER 00. OX LLB 366.47 LF PROP. 48" FRP SAN. SEWER 00.1OX PROP. 402.54 LF 48" FRP INN SAN SEWER 00.10% FL /N=515.36 - 48" FL /N=515.73 - 48 SS FL OUT=515.36 - 48" FL OUT=515.73 - 48" 51 0 510 41 +00 42+00 UNNAMED TRIBUTARY PERMANENT CULVERT CROSSING (SEE SHEET EC-4) A GREEN WAY yV'ASTE SOLUTIONS OF HARRISBURG, INC. P. L 5528-11— 8222 /bB. 12426, PG. 41 DB. 2658, PGr \76 43+00 44+00 STA. 42-1-69.81 ROP. MH #16 RIM = 536.12 15' TOP OF BANK OFFSET (TYP.) � * %'��7 //j L \ i! 45+00 WETLAND LIMITS (TYP.) SEE SHEET EC-4 FOR WETLAND RESTORATION PROPERTY LINE (TYP.) 7 46+00 UNPAVED PATH (TYP.) \ EXIST. GUY WIRE (TYP.) EXIST. OVERHEAD ELECTRICAL (TYP.) SSE SSE 47+00 48+00 AT&T EASEMENT (TYP.) y� 46+36.28'} ROP. MH #17 ' RI 37�Q0 EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) 49+00 100-YR FLOODPLAIN (TYP.) EXIST. STORM DRAINAGE (TYP.) 0' o s EXIST. FIBER OPTIC (TYP.) 0�C Q PROP. TEMPORARY 0 0c CONSTRUCTION EASEMENT (TYP.) 0 SEE SHEET EC-4 FOR WETLAND RESTORATION __--_ PERMANENT SANITARY SEWER EASEMENT (TYP.) SSE 50+00 OF C /7&/� FS, do _ s Mo �36 6� A �F� PRELIMINARY PLANS NOT FOR CONSTRUCTION ,`,,,,,I,,,,,,' ,NfR�§�sf./ "Eso• -2--otir.-7 'SEAL : , 036837 04/25 22 GRAPHIC SCALES HORIZONTAL • 20 40 1 inch = 40 ft VERTICAL O 2 4 finch =4ft. PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E STATI NTY, N EK PAF PER FLOODPLAIN DEVELOPMENT REVIEW I R E I ET. 12/04/2020 g0 il Apprvd. Date: 07/13/20 Chkd: MLH Drwn: MLH Scale: 1 " = 40' Project No.: 2018-188 Sheet: SS-7 12:47 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-8.DWG 0 N M N PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) PERMANENT SANITARY SEWER EASEMENT (TYP.) 53-F00 540 — 59±00 l N J Cl) D 01 01 LL N N W 4 CC 0 pQL � LLLL W mLa) 00 • 0 It) 0 i CODDLE CREEK CREEK BED (TYP.) XIST. GRADE (TYP. A PREP. ■ ill FL OUT 5 6. 3 — 4. 100-YR FLOODPLAIN (TYP.) 11 LIl QJ N U- _ 1 W w W f V m CC Lfl N: O m Ln cn QLLW p � LL W m v 0 0 ENT LEV =546A2 Sr A. 54+78, 83 Ng-. VENTED MH / 1 DETAIL 1—B FL IN-516.57 — 48" I = .. — I.SS OP. 48" FR SEWER 0.10 O m QJ N D LL (p W ci cc 00 0 Lu H LL d 0 LL W 0 4l • PRELIMINARY PLANS NOT FOR CONSTRUCTION ■ STREAM BAN K RESTORATION (SEE SHEET EC-5) PA e\_ A 0 ■ IU W W (J W 0 0 0 U W z m LIl N J cc W W ri L(I 3) II :0 0 n w g m < -n W .W CC Q— CC N n I— Z Lu U I I 01 0 163.47 LF PROP. 48" DIP SAN. SEWER 00.10 I F 520 L I NNE 16 ±120 LF BURIED STREAM CROSSING PER DETAIL 2-C c ,rczr�r��w Mrr714a F 1N=517.07 — 48" OUT=517.07 — 48 51 0 5 10 LN 51-F00 52-F00 STA. 50+38.83 ROP. MH #18 RIM = 540.45 BOULDER CREEK HOMEOWNERS AS OC P.I.N. 5528-30-0743 DB,03667, PG. 139 54-F00 PROPOSED ACCESS EASEMENT (TYP.) PROPERTY LINE (TYP.) 55-F00 GREENWAY WASTE SOLUTIONS OF HARRISBURG, INC. P.I.N. 5528-11-8222 DB. 12426, PG. 41 DB, 2658, PG. 76 15' TOP OF BANK OFFSET (TYP.) 56-F00 SEE SHEET EC-4 FOR WETLAND RESTORATION WETLAND LIMITS (TYP.) ,STA. 54+ .83 ROP. MH #19 R , 538.15 57±00 58±00 UNPAVED PATH (TYP.) FEMA FLOODWAY (TYP.) -)/ / STA. 58+28.83 PROP. MH #2 RIM = 538.17 SEE SHEET EC-4 FOR WETLAND RESTORATION 60-F00 STA. 5 +92.30 ROP. MH #21 RIM ,= 537.97 EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) i ,,, LI ILL,,,'' ra SEAL r`: 036837 : _ GINEC'?:**O 02/02 21 GRAPHIC SCALES HORIZONTAL 20 40 1 inch = 40 ft VERTICAL 0 2 4 finch =4ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E STATI CABARRUS COUNTY, NOI Apprvd. Date: 07/13/20 Chkd: MLH Dryyn: M L H Scale: 1"=40' Project No.: 2018-188 Sheet: SS-8 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-9.DWG 2/3/2021 1:01 PM it =�tS SSE T 540 100-YR FLOODPLAIN (TYP.) V EXIST. GRADE (TYP.) ‚Pu ENT ELEV 546A2 N l0 N U 00 N,D O LID ri m N - Q W mcn00 530 EXIST. 30" SAN. SEWER (TYP.) CODDLE CREEK /CREEK BED (TYP.) C -L 520 49F PROP. 78 LF 48" FRP STA. 64+ 19.08 PROP. VENT D MH PER DETAIL 1-B RIM = 538. 0 #22 Cl) N m w m� co Lfl 0 m 1O EQ LL d � W W mcn00 T J SAN. SE WER 0. 10x • 355.70 L PROP. SAN. SE 4 a WER F FKr 00. 1 0% II 550 540 530 520 FL FL / 0 =5 50 - 7.50 4 8" 48 FLlN= 517.86 - 48" OUT-517.86 - 48 510 510 0 0 v _zi J v) 61 +00 3SS \ 3SS 62+00 3d 3d ,sts .lnr 162+00 426.78' 3SS — EXIST. 6" SAN. SEWER 3SS EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) 63+00 64+00 15' TOP OF BANK OFFSET (TYP.) STA. 64+ 19.08 PROP. MH #22 RIM = 538.30 3SS WETLAND LIMITS (TYP.) SEE SHEET EC-5 FOR WETLAND RESTORATION PERMANENT SANITARY SEWER EASEMENT (TYP.) 65+00 CODDLE CREEK 3SS 3SS 66+00 3SS 67+00 3SS FEMA FLOODWAY (TYP.) /10\ AUTUMN RIDGE II HOMEOWNERS' ASSOCIATION, INC. P.I.N. 5528-21-1981 DB. 2816, PG. 275 MB. 33, PG. 34 MB. 34, PG. 62 3SS 100 YR. FLOOPLAIN (TYP.) 69+00 STA. • + 4.78 ROP. MH #23 RIM = 538.55 — 70+00 coo CREEK E , sS 3d 'SSE PRELIMINARY PLANS NOT FOR CONSTRUCTION 3d SSE 68+00 3SS EXIST. 8" SAN. SEWER `,,,,,I,,,,,,' =`��NEssR�/ o;•of o1/.ti-7 ra SEAL rl 036837 02/02 21 GRAPHIC SCALES HORIZONTAL O 20 40 1 inch = 40 ft VERTICAL O 2 4 finch =4ft PREPARED BY: i Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E STATI 1 CABARRUS COUNTY, NOI Apprvd. Date: 07/13/20 Chkd: MLH DrWn: MLH Scale: 1"=40' Project No.: 2018-188 Sheet: SS-9 N 17. UT=51 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-10.DWG 2/3/2021 1:12 PM sss 560 560 I I BD: B-18 STA. 73+01.84' OFFSET: 18.50' DEPTH TO REFUSAL : 25' BD: B-19 �• I I BD: B-20 STA. 77+93.27' OFFSET: 4.73' STA. 75+68.20' OFFSET: 14.33' DEPTH TO REFUSAL : 24.5' DEPTH TO REFUSAL : 25' Q Nt ^ ' ' 'es.NN Q Ien `O �cd --i^ i-N o0 nWin m ^ W� Q ,.oll q 550 ' o o; c i ' EC' 550 to laa� ~`°� IA Q HNo 2 g Q rY ' I I � (p ' ul 0 100-YR FLOODPLAIN (TYP.) - A NitN (NI A� Q h ^ OII # tt)I I EXIST. GRADE (TYP.) (r)IcL 0..c I 540 540 —t '' STREAMBANK RESTORATION (SEE SHEET EC-5) CROSS UNDER EXIST. 30" SAN. SEWER PER EXIST. 30" SAN. SEWER (TYP.) DETAIL 2-B 530 CODDLE CREEK 530 ,_ - - CREEK BED (TYP.) - - - _ = _ - - _ I --- _,___ - ---r- - 7 SEE DETA L 1-M FOR FLOWLINE INVERT ELEVATIONS FOR DIVERSION STRUCTURE #27A �. �� ■ r 463.34 LF 3 9. 9 LF 219.54LF 110.80LF PROP. 222.88 48" LF FRP 520 PROP- AR" FRP PRO . 8" FRP PROP. 48" FRP SAN_ PROP. SEWER 48" FRP 00 1 nx SAN SEWER AD% SAN. SEWER 00.1O% SAN. s CPU. M — — , FL IN=518.98 - 48" FL IN=519.98 - 36" FL IN=518.32 - 4 = " FL IN=5 8.65 - 48" FL IN=518.87 - 48" FL OUT=518.98 - 48" FL OUT=518.87 - 48" 515 FL OUT 518.32 - 48 FL OUTS 18.65 - 48 515 SF 0 71 +00 sa sa 72+00 3a 73+00 3a sa IOG 411 28 Q RIGHT-OF-WAY (TYP.) EXIST. POOLS (TYP.) gbe 74+00 vSTA. 72+38.11 PROP. MH #24 RIM = 539 75+00 EXIST. FENCE (TYP.) �30 76+00 15' TOP OF BANK OFFSET (TYP.) STA. 75+67.20 ROP. MH #25 RIM = 547.98 77+00 II II II I I\ II STA. 75+86.74 ROP. MH #26� 0 548.99 PROP. DI VERRIOI4 STRUCTURE #27A ,PER DETAIL 1-MSSt JM=539.4 78+00 80+00 / 79+00 DJac o �� V / RI 0 EXIST. 36" RCP STORM PIPE WITH FLARED END SECTION 9 V S 15'36'41 "W 35.95' ��STA. 78+97.54 ROP. MH #27 RIM = 541.62 100 - YR. FLOOD PLAIN (TYP.) PROP. TEMPORARY 7 CONSTRUCTION EASEMENT (TYP.) PERMANENT SANITARY SEWER EASEMENT (TYP.) EXIST. SHED sol PRELIMINARY PLANS NOT FOR CONSTRUCTION `,,,,,I,,,,,,' ,„,kNEssR�� 'o - SEAL r`: 036837 G(NE-0,: 02/02 21 GRAPHIC SCALES HORIZONTAL 0 20 40 11 1 inch = 40 ft VERTICAL 0 2 4 finch =4ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 PHASE 1: PLAN & PROFILE 70+00 TY, NOI Apprvd. Date: 07/13/20 Chkd: MLH DrWn: MLH Scale: 1"=40' Project No.: 2018-188 Sheet: SS-10 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-11.DWG 2/3/2021 1:32 PM FL IN=519.21 - 48' IFL OUT=5 T 9.21 - 43' 81±00 82+00 2 GREENWAY WASTE SOLUTIONS OF HARRISBURG INC P.I.N. 5528-01-3537 DB. 12426, PG. 41 'CODDLE CREEK o— 560 560 N N Q N u- o -iw Cr/ m� m m 0 00 cn p w w Q a � mcn00 Q N Ol N U N w O cc m —10 CA U-1 co p w w Q a � mcn00 550 540 EXIST. GRADE (TYP.) 100-YR FLOODPLAIN (TYP.) VEN 547.90 STA. as+oas� PROP. VENTED M #29 PER DETAIL 11B RIM - 539.95 NORTH CAROLINA RAILROAD COMPANY R/W CO ANIL of 00 00 50 540 CODDLE CREEK CREEK BED (TYP.) 530 EXIST. 30" SAN. SEWER (TYP.) I ti 37'9.92 LF PRO, 48" FRP 520 SAN. SEWER 00.10X 173.68 LF PROP. 48" FRP AN. SEWER 00.10X 515 SSE- 5'36'41 95' 00 ti CO CZ' (i " —,09'9z9 . f11 o ANI_ ,0L'9Z9 -NI ANI ,99'9y9 =1N3A 0£'0K =y1Ia 060 HOPS i e A. 81 +20.41 ROP. MH #28 RIM =539.92 83+00 i 84-F00 ■ —0GS FL IN=519 �FL OUi=5 85+00 • CODDLE CREEK EXIST. SANITARY SEWER TO = REMAIN IN PLACE (TYP.) -017 __w i 100 - YR. FLOODPLAIN (TYP.) .59 9. 59 48" 48 86-F00 STA. 85+00.33 ROP. MH #29 ___ RIM = 539.95 - PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) FEMA FLOODWAY (TYP.) 135.94 Lk PROP. 48" DIP SAN. SEWER 00.10 FL IN � 19.76 48 FL mu =sus.; OU=519.76-48 87+00 PERMANENT SANITARY SEWER EASEMENT (TYP.) PROPERTY LINE (TYP.) STA. 86+74.01 PROP. MH #3• RIM -539 93 FL FL 88+00 -DB _1381 SSE Rj5oCOMP PM( � � CAROLINA NORTH CAR RIDOR WIDTH —�� F— VARIES) (COR _�—t�� -- _ — ogs -STA. 88+09.95 EXIST. MH RIM __ 543.0 EXIST. 84" STEEL TUNNEL LINER WITH 48" DIP TO REMAIN CONTRACTOR TO PUMP ALL WATER FROM PIPE AND CCTV EXIST. PIPE PRIOR TO CONNECTING �W. RIW 200 LF OF EXIST. 84" STEEL TUNNEL LINEF PLATES (APPROX.) 8 530 17 LF ExIST. 48" DIP N. SEWER 00.1 3.1 48 EXIST. 89+00 4X _520_ 515 90-F00 REMOVE EXIST. KNOCKOUT WALL, INSTALL PIPE, INSTALL CONC. COLLAR PER DETAIL 1-G, RAISE MH RIM TO ELEV. = 545.81, & REBUILD INVERT NORTH CAROLINA RAILROAD COMPANY RIGHT-OF-WAY (TYP.) MATCHLINE STA. 90+00 (SEE SHEET SS-y 2) OZ'oZ9 :.tno NiA z �► .£9H1ys•Zy9s "18 N 30 30 30 s£1kg %yia z£Zolo HWSS PRELIMINARY PLANS NOT FOR CONSTRUCTION `,,,,, , ,,,,,/I EssR�� oti•.�ti�'. ' - SEAL r`: = 036837 1 = 02/0221 GRAPHIC SCALES HORIZONTAL O 20 40 1 inch = 40 ft VERTICAL O 2 4 finch =4ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E STATI CABARRUS COUNTY, NOI Apprvd. Date: 07/13/20 Chkd: M L H Dryyn: M L H Scale: 1"=40' Project No.: 2018-188 Sheet: SS-11 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-12.DWG 2/3/2021 1:40 PM 3' FUSAL:0' BD: B-25 STA. 95+81.99' OFFSET: 17.08' DEPTH TO REFUSAL :25' STA. 95+4 7 550 -- - , 131 In PER DET B I% h = 549.75 I I ! 1 , I NORTH CAROLINA RAILROAD COMPANY R/ 1_I I I I_1 + 100-YR FLOODPLAIN (TYP.) ^ 0 A Q M^ R RIM �; cc h N h w ' -I, Q Nt ill S • CZ 4 I . MI Q Ct Q :b i rn n t� v / • , Q. � 2 W V m u y EXIST. GRADE (TYP.) ii Q m II 1—c~n Y J 54 r II I 1„ 540 RESTORATION ' SEE SHEET EC-7) 1111 EXIST. 30" SAN. CROSS 6" SAN. UNDER SEWER EXIST. PER SEWER (TYP.) DETAIL 2-B '■-_ CODDLE CREEK CREEK BED (TYP) I I ' 313- 530 - _ __� __ - ___ =- ______ - --� _ � _=-_ EXIST. 84" STEEL TUNNEL LINER PLATES (APPROX.) 1 • F 195.66 LF 124.01 LF 316.95 LF " PROP. SEWER 48" FRP PRO '. 48 FRP 0.07X PROP. SAN. SEWER 00. 07X SAN. 00.10X ®0. 07A� 520 I I 60 LF BURIED STREAM CROSSING 2-C F LIMITSFL OF PAY ITEM /N=520. 74 — 48" FL OUT=520.74 48 n FL I —520.20 — 48" 'IL IN=520.51 — 48" FL IN=520. 65 48" (EXIST.) ' L OUT=520.51 — 48 FL OUT=520.6 — 48" FL 0 i T=520.20 — 48 ,515 515 / / BD: B-24 STA. 90+29.1 OFFSET: 9.03 DEPTH TO RE STA. 90+29.13 EXIST. MH RIM = 542.53 9 1 +00 92+00 NORTH CAROLINA RAILROAD COMPANY RIGHT-OF-WAY (TYP.) SSE 201 CONCORDNC INC P.I.N. 5528-03-1275 DB. 13814, PG. 220 PROP. WETLAND ANTI SEEP COLLAR PER DETAIL 2-E REMOVE EXIST. KNOCKOUT WALL, INSTALL PIPE, INSTALL CONC. COLLAR PER DETAIL 1-G, & REBUILD INVERT SSE SSE SEE SHEET EC-6 FOR WETLAND RESTORATION 93±00 SSE WETLAND LIMITS (TYP.) PERMANENT SANITARY SEWER EASEMENT (TYP.) SSE 94+00 SSE STA. 93+46.07 ROP. MH #31 RIM = 541.14 PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) m 95+00 EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) SSE 9�4yy� 9ti ��Plir \ 96+00 CROSS UNDER EXIST. 6" SAN. SEWER STA. 95+41.73 ROP. MH #32 RIM = 542.34 9 7 + 0 0 £ UNNAMED TRIBUTARY STA. 96+65.74 ROP. MH #33 RIM = 542.55 98+00 PROPERTY LINE (TYP.) 15' TOP OF BANK OFFSET (TYP.) ------ CODDLE CREEK FEMA FLOODWAY (TYP.) PE 99+00 99+50 100 - YR. FLOODPLAIN (TYP.) I GRAVEL DRIVEWAY (TYP.) PROPOSED ACCESS EASEMENT (TYP.) i N PRELIMINARY PLANS NOT FOR CONSTRUCTION `,,, „ 111,,,,' ra SEAL r• : 036837 : _ G I NE-p 02/0221 GRAPHIC SCALES HORIZONTAL • 20 40 1 inch = 40 ft VERTICAL O 2 4 finch =4ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E STATI TY, NOI REVISION PER MD REVIEW 12/04/2020 Apprvd. Date: 07/13/20 Chkd: SMM Dryyn: M L H Scale: 1"=40' Project No.: 2018-188 Sheet: SS-12 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-13.DWG 2/8/2021 8:45 AM PRELIMINARY PLANS NOT FOR CONSTRUCTION 3D: B-26 STA. 99+99. - )0.90'• i.72' REFUSAL : 19' • i III"" BD: B-28 STA. 106+61.29' OFFSET:29.76' DEPTH TO REFUSAL : 6' BD: B-28.1 STA. 108+97.41' OFFSET: 136.31' DEPTH TO REFUSAL : 14.9' ■■ ■■■■ ■■■—■ ■■■ ■—�■■■_■■■■■■ ■ ■ OFFSET: 4.19' ■ NCDOT R/W DEPTH TO REFUSAL USAL : 25' cc O 0 560 Z ■■■ ■■■ • 60 5 6 0 ■■ ■■■■ ■■■-■ ■■■ ■��■■■�■■■■■■ ■ 5 6 0 ■M is■ ■ ■ ■ �■ ■ ■ ■ ��■ ■ ■■■■ ■ ■ co N /Ar Z4: , �11.v//iiiii�i�i� IIn �i N. cNi oo N STA. 10E+; 1. '7 I. o) =h h ea =1 PROP. MH oh . '� �� " PER DETAILVEN' B .gihIWct • c� RIM — 543.38 Iry� LOIWA 100-YR FLOODPLAIN TYP. • M % A "V " EN tLt ; CD to 552 EXIST GRADE TYP) •50 o l") 550 A_________■ ■■■ ■ !! ■■�.�a !EXIST. J GRADE (TYP.) L.s • MI ,,r 100 YR FLOODPLAIN (TYP.) , ; L . — k S STREAMBANK MI EXIST GAS MAIN (APPROX.) 6. RESTO ATIIEOT IM II 1 SHE E(SEE IIII I / EXIST 24" RCP STORM PIPE i Y 4/e540 II 4Cf 540 f 0 540 cc t 111111 '�1f�. CODDLE CREEK ■■■ -■■■■■ EXIST.30' SAN. SEWER (TYP) ■■ ■■■■-■■■■■_ ■-■■■■�-■.'%'■■■I_■■-■ • lIP -' CREEK BED (TYP)1114 II IBM! Il' ■ _ i _ _ - SIMI - , 120 LF OF EXIST. 72" • i'il ■ _LI= ■-■■■■ _ ■■■■ c _ _ _ _ —■■■■■ _ _ _ _ _ STEEL TUNNEL LINER PLATES (APPROX.) ■■, — • ■■■■—■■■■■_ ±129 LF BURIED STREAM ■■�'I S I�NG CROSSING PER DETAIL LIMITSi F PAY ITEM ..� CRO LIMITS PER OF PAY DETAIL 2 C ITEM ill ■ -... . 129.37 LF ■■ • min �■— ■■■ ■ PRO -EniE72 PR DIPI ■ ■ i . S R I SAN. Sz W: R ®i % SEWER SAN. 0.`iG ■ jx 520 1 1 la. I FL / =521.6. — 48" 520 5 i; L r ' _ FLOT=521.•2-48" - FL /N=520. 96 — 48 (E S FL IN = 521.14 — — 8" 78. 7.; •'. i F fL IN=521. 75 48" FL OUT=520.96 8 FL OUT 521.12 — — 48" T. EXIST. 48" SAN. = PRO 8" FR' FL OUT = 521.75 — 48" SEWER (TYP.) FL /N=521.5 II NEI 515 15 515!___;II� 515 1 00+00 \ OVERHEAD ELECTRICAL (TYP.) REMOVE EXIST. KNOCKOUT WALL, INSTALL PIPE, INSTALL CONC. COLLAR PER DETAIL 1-G, & REBUILD INVERT 3SS SSE SSE 99+0o T /STA. 99+82. PE EXIST. MH / �filM= 027 04. 101+00 102+00 0 EXIST. 72" STEEL TUNNEL LINER WITH 48" DIP TO REMAIN, CONTRACTOR TO PUMP ALL WATER FROM PIPE AND CCTV EXIST. PIPE PRIOR TO CONNECTING 1 03+00 1 04+00 NCDOT RIGHT-OF-WAY (TYP.) RDR REAL ESTATE P.I.N. 5518-83-3735 DB. 12323, PG. 27 CODDLE CREEK ■ STA. 102+38.48 X/STA MH DIMITRI KARAMPOURI4OTJS RIM = 550.45 P.I.N. 5518-93-0799 REMOVE EXIST. KNOCKOUT WALL, INSTALL PIPE, INSTALL DB. 705, PG. 272 CONC. COLLAR PER DETAIL 1-G, & REBUILD CULVERT 105+00 15' TOP OF BANK OFFSET (TYP.) FEMA FLOODWAY (TYP.) PERMANENT SANITARY SEWER EASEMENT (TYP.) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) 106+00 107+00 STA. 107+40.05 PROP. MH #35 RIM ; 544626 i EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) STA. 106+61.27 PROP. MH #34 RIM = 543.,38 zo // P// a 108+00 ACCESS VIA LIPPARD LANE (SEE SHEET EC-8) PROPERTY LINE (TYP.) / / 109+00 PROP. PERMANENT EASEMENT (TYP.) )1 I ll I 14 DIANE LEE HUMPHREYI P.I.N. 5518-84-7198 DB. 9477, PG. 130 i 1 1 0+00 v / PROP. ACCESS EASEMENT (TYP.) I I' EXIST. FENCE (TYP.) I CONTRACTOR TO COORDINATE RELOCATION OF EXIST. STRUCTURE WITH PROPERTY OWNER STA. 108+69.42 ROP. MH #36 RIM 545.58 .•••N c Ro . o of .............. a SEAL r •i 036837 P 02/02 21 GRAPHIC SCALES HORIZONTAL 0 20 40 1 inch = 40 ft VERTICAL 0 4 finch =4ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E STATI TY, NOI Apprvd. Date: 07/13/20 Chkd: MLH Dryyn: MLH Scale: 1"=40' Project No.: 2018-188 Sheet: SS-13 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-14.DWG 2/3/2021 1:56 PM 560 560 100-YR FLOODPLAIN (TYP.) VENT ELEV. _5 3.04 0540 0 U Z 00 lf) N W l0 N I- Cr Z iu w N 0 + 2 om < w • LA,< w ILYA WEI 520 STREAM BAN K RESTORATION SEE SHEET EC-8 100 LF BURIED STREAM CROSSING PER DETAIL 2-C LIMITS OF PAY ITEM 111+00 S h I 1 1 2-1- CW, 0IN=522.10 -142 +00 FL OUT=522.10 - 48" S_-- ACCESS VIA STOUGH ROAD (SEE SHEET EC-9) 0 00 Q O EXIST. GRADE (TYP.) CODDLE CREEK CREEK BED (TYP.) 417. 48, � FRP PRO 1.09AG N. SEWER 1 1 4+00 EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) e.\ 1 1 5+00 %. %�' �ii�% O 0 - PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) PROP. ACCESS EASEMENT (TYP.) Q 1 1 6+00 PROPERTY LINE (TYP.) H H MORRISON INVSTMS LLC/ET AL P.I.N. 5518-74-9619 DB. 9823, PG. 330 STA. 116+ 3.9 PROP. MH #38 ! 544.30 STA. 116+133.99 PER DETAIL 1-B RIM = 544.30 ■■■ 315.Sz PROP. 48 LI FRP FL IN=526.66 - 48" FL OUT=526.66 - 48" ----SbS' 1 1 7+00 sSS- /7 sS PERMANENT SANITARY SEWER EASEMENT (TYP.) 1 1 8+00 W WLL II 540 530 L IN=526.9 • - 48" L OUT=526. 8 48 • 1 19+00 STA. 119+4 .51 PROP. MH #39 RIM = 543.49 EXIST. FENCE (TYP.) 100-YR FLOODPLAIN (TYP.) 520 120+00 r — rm V " N 0 0 PRELIMINARY PLANS NOT FOR CONSTRUCTION OoESSioG'�y, Q SEAL r : = 036837 I _ 7. G►NE ••O_ 02/02 21 GRAPHIC SCALES HORIZONTAL • 20 40 1 inch = 40 ft. VERTICAL O 2 4 1 inch = 4ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E-STA1 TY, NOI Apprvd. Date: 07/13/20 Chkd: MLH Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: SS-14 2/15/2021 4:07 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-15.DWG 560 560 i 550 540 co o II 100-YR FLOODPLAIN (TYP.) EXIST. GRADE (TYP.) = 553.80 STA. 126+01.20 PROP. VENTED MH #4 PLR 0•E TAIL 1—ti R/M = 546.93 1 rt NI Q to Q4t 50 540 CODDLE CREEK CREEK BED (TYP.) --E I 530 • 30 LF 48" FRP PROP. SAN. SEWER 00.10x 336.39 LF PROP. 48" FRP SAN. SEWER 00.10% 520 121 +00 I FL IN-527.30 — 48" FL OUT=527.30 — 48" 122+00 ass 17 H H MORRISONpINVSTMS LLC/ET AL 518-74 9619 DB. 9823, PG. 330 123+00 124+00 125+00 CHARLES MICHAEL & PATRICIA P. (WF) S P.I.N. 5518-73-0443 DB. 7567, PG. 103 —sts-- .3,3639, —sss— ::.............. STA. 126+0 .20; PROP. MH #41 RIM = 546.93 I 336.42 LF IMEN PROP. 48' FRP SAN. SEWER 00.10% 530 FL /N=527.64 — 48" FL OUT=527.64 — 48" 126+00 s ass FL IN=527.98 48" FL OUT-527.98 520 127+00 ass EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) PROPERTY LINE (TYP.) 0 aSs SEE SHEET EC-9 FOR WETLAND RESTORATION 128+00 0 129+00 PERMANENT SANITARY SEWER EASEMENT (TYP.) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) — 48 n 1 30+00 0 PRELIMINARY PLANS NOT FOR CONSTRUCTION 70 prof os9s 0 ve£o ; ,,,,`N C A R0� ,,, Ess �� -= 'a SEAL r • 036837 = 02/0221 GRAPHIC SCALES HORIZONTAL • 20 40 1 inch = 40 ft VERTICAL O 2 4 i inch = 4 ft PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E-STA1 TY, NOI Apprvd. Date: 07/13/20 Chkd: MLH Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: SS-15 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-16.DWG 2/8/2021 9:03 AM 560 560 A EXIST. GRADE (TYP.) .411 550 540 530 520 PERMANENT SANITARY SEWER EASEMENT (TYP.) PROP. GRADE (SEE SHEETS EC-9 & ECC-10) 00.00 LF EWER ®l R P_ 48" _FRP 131+00 PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) GRADE AREA AS SHOWN ON SHEETS EC-9 & EC-10 132+00 dss GRADE AREA AS SHOWN ON SHEETS EC-9 & EC-10 STA. 133+37.62 PROP. MH #43 RIM= 56.70 MMM 133+00 100-YR FLOODPLAIN (TYP.) 28. s8 — 48r' FL • T=528.38 48" 1 34+00 100-YR FLOODPLAIN (TYP.) CODDLE CREEK CREEK BED (TYP.) 273.16 LF PROP. 48" FRP SA NI St Wt N UU. 10; 135+00 N VENT-ELEV. = 554.56 STA. 136+ 10.78 PROP. VENTED MH #44 -PER DETAIL 1—B RIM = 546.56 ec cal "4 m • , ': �h J O • 0 h ik NIL O.ct ±86 LF BURIED STREAM CROSSING PER DETA L 2 C LIMITS OF PAY ITEM of Q N co I PERMANENT AT -GRADE STREAM CROSSING PER DETAIL 3-D MAX. APPROACH SLOPE = 20% II I 1540 11.1 267.70 LF EWER • OA 0% FL IN=528.6 FL OUT=528. 'L IN=528.73 — 4 8" 85.72 LF PROP. 4" OUT=528.73 — DIP SAN. SEVER 00.10% — 48' 65-48 136+00 137+00 EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) JOYCE BLACKWELDER HARDISTER P.I.N. 5518-43-5849 DB. -, PG. - 3SS 3SS TA. 136+ 10. PROP. MH #44 — RIM = 546.56 �SVS� 134+00 — N43'17'42"\W 135+0p -1 JOSS 273.16' H H MORRISON INVSTMS LLC/ET AL P.I.N. 5518-74-9619 DB. 9823, PG. 330 1 PROPERTY LINE (TYP.) 18 KENNETH LEON STOUGH & PATTI JEAN S CORZINE P.I.N. 5518-75-5722 DB. 13651, PG. 196 i 35S 3SS UNNAMED TRIBUTARY N43'17'42"W 85.72' PERMANENT AT GRADE CROSSING (SEE SHEET EC-10) 48" 138+00 3SS FL IN=529.00 — 48" FL OUT=529.00 — 48" 520 JENeAL G. BLACKWELDER P.I.N. 5518-44-8790 DB. 8890, PGs159 STA. 136+96.50 ROP. MH #45 RIM = 545.81 3SS ass 3SS 140+00 140+00 139+00 CODDLE CREEK STA. 139+64.20 PROP. MH #46 RIM = 547.85 PRELIMINARY PLANS NOT FOR CONSTRUCTION FLOODPLAIN DEVELOPMENT NOTES: 1. ALL EXCESS MATERIALS RESULTING FROM GRADING (DIRT, ROCK ETC.) WITHIN THE EASEMENT SHALL BE HAULED OFF -SITE AND DISPOSED OF IN AN APPROVED MANNER. THERE SHALL BE NO EXCESS MATERIAL STORED, SPREAD, OR LEFT WITHIN THE 100-YEAR FLOODPLAIN DURING CONSTRUCTION. 12/04 20 GRAPHIC SCALES HORIZONTAL O 20 40 1 inch = 40 ft VERTICAL O 2 4 1 inch = 4 ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E-STA1 TY, NOI PER FLOODPWN DEVELOPMENT REVIEW 12/04/2020 Apprvd. Date: 07/13/20 Chkd: MLH Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: SS-16 3/7/2022 11:57 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-17.DWG 570 570 0 N QJ N oou- pp w m a) CC + N O m w H QLLa p � LL w mcn00 560 550 540 530 525 145+00 100-YR FLOODPLAIN (TYP.) C•GRADE(TYPr .) 320.72 LF FROP. 48" SAN FRP SEWER 00.10 1 41 +00 _J EN — P. KWE'LD .N-55T 87 B. 88903 CODDLE CREEK CREEK BED (TYP.) !I 142+00 15' TOP OF BANK OFFSET (TYP.) FEMA FLOODWAY (TYP.) PROPERTY LINE (TYP.) AN= 52 9.32 48 ®Ur=529.32 - 48 143+00 VENT ELEV. = 555.64 STA. 145+4 9.21 PROP. VENTD MH #48 nETAIL 11-9 64 PR P. .2 9 F 4 8" FRP SAN. EWER 0. 107 RIM = 549. 10 W u V w J 0 0 0 V w w I- Z w w Lrl co co (D Ln tp II w I— FU CROSS UNDER EXIST 30" SAN. SEWER PER DETAIL 2-B 160.09 LF DIP PROP. 48 AN. T5E14 STREAM BAN K RESTORATION (SEE SHEET EC-11) (f)1o_ o_l I EM EXIST. 30" SAN. SEWER (TYP.) 560 CROSS UNDER EXIST. 8" SAN. SEWER PER DETAIL 2-B 305•23 LF I I\VI • TV SAN. SEWER 00.10. 530 115 LF BURIED STREAM CROSSING PER DETAIL 2 C LIMITS OF PAY ITEM " 8 8" 5 FL OUT=529. 8 - 48" 4 L IN=529.74 - 48" FL OUT=529.74 - 48 144+00 Iskureak STA. 142+84.92 ROP. MH #47 RIM = 549.83 PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) PERMANENT SANITARY SEWER EASEMENT (TYP.) 18 KENNETH LEON STOUGH & PATTI JEAN S CORZINE P.I.N. 5518-75-5722 DB. 13651, PG. 196 146+00 STA. 145+49.21 PROP. MH #48 RIM = 549.10 100-YR FLOODPLAIN (TYP.) 147+00 148+00 EXIST SANITARY SEWER TO REMAIN IN PLACE (TYP.) WETLAND LIMITS (TYP.) \ \ SEE SHEET EC-11 FOR WETLAND RESTORATION 525 CROSS UNDER EXIST. 8" SAN. SEWER PER DETAIL (2-B), SEE NOTE 2 THIS SHEET 149+00 / STA. 147+09.31 ROP. MH #49 RIM = 550.25 / LOT #65 JOHN A. PIELACK MRY JEAN PIELACK \ o IN. 5518-55-8650 B. 5642, PG. 323 B. 32, PG. 82 / 6 ORAH A. N. 5518-55- 12445, PG. 32, PG. O � E 3 / PE 65 4 0 150+00 / / / PRELIMINARY PLANS NOT FOR CONSTRUCTION NOTES: 1. ALL EXCESS MATERIALS RESULTING FROM GRADING (DIRT, ROCK ETC.) WITHIN THE EASEMENT SHALL BE HAULED OFF -SITE AND DISPOSED OF IN AN APPROVED MANNER. THERE SHALL BE NO EXCESS MATERIAL STORED, SPREAD, OR LEFT WITHIN THE 100-YEAR FLOODPLAIN DURING CONSTRUCTION. 2. THE TOWN OF HARRISBURG SHALL BE CONTACTED PRIOR TO PERFORMING WORK WITHIN HARRISBURG EASEMENT LIMITS. NO WORK TO PERFORMED WITHOUT NOTIFICATION. / / n 0,l\1II ��• E ssRO�'��' 70. 'a SEAL r • = 036837 03/07 22 GRAPHIC SCALES HORIZONTAL O 20 40 1 inch = 40 ft VERTICAL O 20 40 1 inch = 40 ft PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E-STA1 TY, NOI PER FLOODPLAIN DEVELOPMENT REVIEW PER HARRISBURG REVIEW 12/04/2020 03/07/2022 E Apprvd. Date: 07/13/20 Chkd: MLH Drwn: RHK Scale: 1"=40' Project No.: 2018-188 Sheet: SS-17 =Nl FL FL 5 29 29. S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-18.DWG 2/8/2021 9:22 AM J /v J / v ui I I I I I I I I �; PR PLANS -1 BD: B-38 STA.152+83.03' -' -i Ni NOT FOR CONSTRUCTIONELIMINARY vQi OFFSET: 9.11' Q N Q N I I : B-37 150+23.8! FSET: 2.69' PTH TO REFI DEPTH TO REFUSAL : 10' I I I BD: B-39 STA. 155+78.26' OFFSET: 16.51' DEPTH TO REFU. BD: B-39.1 STA. 157+23.30' OFFSET: 11.31' DEPTH TO REFU, PER' UL MIL I -A RIM = 550.98 CO Q w N ,o In CO I Ni .� �I.J . h 1•OII Ca1 L� 560 Q 0ct! I oNp• �'I I in in ~ Vi W\ I N Q ^ ` J A VENT ELEV. CA �I w la - 557.34 ao 100 YR FLOODPLAIN (TYP.) w h a0 ^ In = Q �� + In �� III STA 156+90.71 Q p • ROP. VENTED MH #54 14 ! PER DETAIL 1—B EXIST. GRADE (TYP. • O n (' I� ( STREAMBANK RIM = 549.24 Q to l (/) k I� ` (SEE RESTORATION SHEET EC-11)5501\i_ LU II LLI `t VLU �I J w 00 m iw Z (15 u c121 ■ 1 W-'w s j G W V) w v 1 e ,I li I I o 540 EXIST. 30" SAN. I CODDLE CREEK CREEK BED (TYP.) I �� 1 I 540 /SEWER (TYP.) 1 Q — _ — _ — _ _ _ _ _ = — — _ _ _ _ _ _ _ — — - - _ I _ _ _ _ _ _ _ _ _ _ _ _ 299.13 LF 253.55 LF 266.84 LF 112.45 PROP. 48" FRP PROP. 48" FRP PROP. 48" FRP PROP. 48 ELF DIP SAN. SEWER 00.39% SAN. SEWER 00.10% SAN. SEWER 00.10% SAN. SEWER 00.10% ZO530 -.5J ±112I LIF BURIEDISTREIAM CROSSING PER DETAIL 2-C LIMITS OF PAY ITEM FL 1N=531.91 — 48" FL 1N=530.34 — 48" FL IN=53d.73 — 48" Ft OUT=531.91 — 48" FL OLIT=530.34 FL IN=5 61 — 4� — 48" FL IN=530.05 — 48" FL OUT 1 — FLOUT=530.73-48" FL OUT=530.05 — 48' 43.33 LF II PROP. 48" FRP :" ■ L OUT=530.30 — 48" 520 520 151±00 .,_ ''17f? Q 4 152-F00 PF 65 4 SSE �3ss H 1NE SS A. 50+00 SEE SHEE1 SS STA. 150+ 14.54 PROP. MH #50 RIM = 555.16 Lc #6 RBARA M. BELL ELIJAH BELL . 5518-65-0 8 153-F00 HAWICK CO HOMEOWNE: ' B. 32PG. 8-2 MB. 33 ,PG. 17 MB. 34, PG. EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) STA. 152+68.08, PROP. MH #51 ' RIM = 549.21 154-F00 i 15' TOP OF BANK OFFSET (TYP.) Jps srA. 155+78.2 PROP. MH #53 RIM = 551.43 / A. 153+11.42 ROP. MH #52 RIA, = 549.78 155-F00 N1473'051W 112.45' 156-F00 T #55 DALINDA RIVAS DIAZ 13(1.N. 5518-66-1241 C. 13275, PG. 160 MB. 34, PG. 32 STA. 156+90.71 ROP. MH #54 RIM = 549.24 157-F00 21 UNPAVED PATH (TYP.) PROP. ACCESS EASEMENT (TYP.) LOT #55 ADALINDA RIVAS DIAZ P.I.N. 5518-66-1241 DB. 13275, PG. 160 MB. 34, PG. 32 ACCESS VIA RACEWAY DR SW (SEE SHEET EC-11) PROPERTY LINE (TYP.) sso I I I I 158-F00 PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) PERMANENT SANITARY SEWER EASEMENT (TYP.) LOT #54 PHILLIP R. LAPISH P.I.N. 5518-66-0421 DB. 3390, PG. 201 MB. 34, PG. 32 100-YR FLOODPLAIN (TYP) 159-F00 co 1 60±00 N � Ro 0•ESS/° 'a SEAL r ° 036837 i = • 02/02 21 GRAPHIC SCALES HORIZONTAL • 20 40 1 inch = 40 ft VERTICAL O 2 4 1 inch = 4 ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E-STA 1 TY, NOI Apprvd. Date: 07/13/20 Chkd: M L H Dryyn: RHK Scale: 1"=40' Project No.: 2018-188 Sheet: SS-18 3/18/2022 10:49 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-19.DWG •14 • P°`rN� '95•959 NN• 57 570 BD: B-40 STA. 160+11.10' OFFSET: 1' DEPTH TO REFUSAL : 13.5' 111 I I I I I BD: B-40.1 STA. 161+67.29' OFFSET: 68.54' DEPTH TO REFUSAL : 15.33' SD: B-41 ;TA. 163+29.06' )FFSET: 101.64' )EPTH TO REFUSAL : 25' .D: B-42 TA. 166+78.35' )FFSET: 14.52' )EPTH TO REFUSAL : 14' -43 168+46.34' ET: 30.92' HITO REFUSAL : 21' u u i l CAI c0 Q K I Nt Q it; in w� cko. CA �w Z �O h 5 60 56 0 R y Q I WEN- ELEV. w cV h w EXIST. GRADE (TYP.) 100 YR FLOODPLAIN (TYP.) tO w a� = 559.77 STA 1 C6-FS VENTED 1 58 #58 co ;� Z �% PROP. MH \ N . , co PER DETAIL 1-B ' II - Q W ccoo w Q � o ' R/M = 553. 58 oC ti1L / - h IL L STREAMBANK RESTORATION STREAMBANK Q 1.- co et �� W I (SEE SHEET Y EC-12) RESTORATION (SEE SHEET EC-12) \ y I� sr I` Y w W Lu 1 I i I .." 550 I 'o cc 1 m W m • I- O� I a Y I V t [O 1 I Q cc ~i I Q W v 1� I CODDLE CREEK CROSS UNDER EXIST 8" SAN. SEWER PER CREEK BED (TYP.) DETAIL 2-B A .... CROSS UNDER EXIST. , . 1I7U===== ti EXIST. 30" SAN. SEWERYP) 8" SAN. SEWER PER DETAIL 2 B __ 540 — — _ _ _ _ _ _ - ' 1 LF 115.59 LF 194.76 LF 5,59.01 LF 131.20 LF PROP. 48" DIP PR 0 P .66 48" FRP PROP. 4E'" DIP PROP. 48" FRP SAN. PROP. SEWER 48" FRP 00.10% SAN. SEWER 00, 10X SAN. S WER ®0.10% S N. SEWER 00.10% SAN. SEWER 00.10% ±115 LIMITS LF BURIED PER OF STREAM 100 LF BURIED STREAMCROSSING CROSSING PER DETAIL 2-C DETAIL 2 C PAY ITEM 530 530 LIMITS OF PAY ITEM FL 1N=532.45 - 48 F 1N=532.5,E - 48" FL IN=532.76 - 48" FL 1N=532.04 - 48" FL OUT=532.45 - 48* (iti= ,j2 Tb - FL OUT=532.76 - 48" FL OUT-532.04 - 48" 525 525 / I 1 62+00 STA. 159+89.83 ROP. MH #55 RIM = 550.98 1 63+00 / PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) TA. 16421.03 ROP. MH #56 RIM = 552.6,9 3SS � GLEENGROVE 3SS PERMANENT SANITARY SEWER EASEMENT (TYP.) OPEN SPACE HOMEOWNERS Aso P.I.N518-56-77 ,7 DB. 11531, PG. 204 MB. 60, PG. 92' MB. 63, PG. 44 3SS SS"— `3SS 1 64+00 s PROP. ACCESS EASEMENT (TYP.) CROSS UNDER HARRISBURG EXIST. 8" SAN. SEWER PER DETAIL (2-B), SEE NOTE 1 THIS SHEET j UNPAVED ROAD (TYP.) \ 1 3SS / I w 1 65+00 1 66+00 ACCESS VIA ALISTER AVE SW (SEE SHEET EC-12) 100-YR FLOODPLAIN (TYP.) J FEMA FLOODWAY (TYP.) r I OPEN SPACE VE HOMEOWNERSASSOCIATIO 551 -0455 \- ... 1, P . 204 MB. 60, PG 92 MB. 63, PG. 44 / STA. 165+35.69 ROP. MH #57 RIM = .554.80 / STA. 166+51.58 PROP. MH #58 - R/M= 55,5.58 3SS 3SS 1 67+00 1 68+00 / / 4 I STA. 168+46.�4 PROP. MH #59 RIM = 554.61 155 �55 EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) LOT #15 BERNICE JEAN PAGE P.I.N. 5518-56-1973 DB. 558, PG. 399 MB. 17, PG 30 15' TOP OF BANK OFFSET (TYP.) PROPERTY LINE (TYP.) EXIST. 8" SAN. SEWER 1 69+00 0 CROSS UNDER CONCORD EXIST. 8" SAN. SEWER PER DETAIL (2-B), SEE NOTE 1 THIS SHEET 0 1 70±00 ) ACCESS VIA PEBBLEBROOK CIR SW ' (SEE SHEET EC-12) PRELIMINARY PLANS NOT FOR CONSTRUCTION NOTES: 1. THE TOWN OF HARRISBURG AND CITY OF CONCORD SHALL BE CONTACTED PRIOR TO PERFORMING WORK WITHIN RESPECTIVE EASEMENT LIMITS. NO WORK TO BE PERFORMED WITHOUT NOTIFICATION. `, '111 I II11,,/ I • Q SEAL r:-7'= 036837 G I NEB`' 0 03/07 22 GRAPHIC SCALES HORIZONTAL O 20 40 1 inch = 40 ft. VERTICAL O 4 1 inch = 4 ft. PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E-STA 1 TY, NOI 1 1 g 03/07/2022 a Apprvd. Date: 07/13/20 Chkd: M LH Drwn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: SS-19 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-20.DWG 2/3/2021 2:35 PM 3SS N 3SS 3SS S-Ss— 1 74+00 285.40' 176+00 0 570 570 560 I I 71- QJ _ ci _ D In LL ri . W + cc ul m 0 CO • - Q LL d 0 1— LL mCT) 00 100-YR FLOODPLAIN (TYP EXIST. GRADE (TYP.) VENT ELEV. - 561 28 m N N STA 174 70.75 PROP. VENTED MH #61 PER DETAIL 1—B RIM = 553 01 h 550 550 CODDLE CREEK CREEK BED (TYP.) EXIST. 30" SAN. SEWER (TYP.) '1 540 540 339.01 Li- PROP.48" rRP SAN. SEWER 00.10% 285.40 LF PROP. 48" SAN. SEWER FRP 00 .10N 322.00 LF PROP. 48" FRP SAN. SEWL11-00:TOX 315./2 LF PROP. 48" FRP SAN. SEWER 00.10% 530 FL /N= 533.10 — 48" FL OU T= 533.10 — 48" FL IN=533.39 — 48" FL OUT=533.39 — 48" FL IN=533.70 — 48" FL OUT=533.70 — 48 530 0 1 71 +00 3SS PROP. ACCESS EASEMENT (TYP.) 172+00 LOT #16 DEBORAH STAPLES BRADLEY P.I.N. 5518-46-8879 DB. 4952, PG. 283 MB. 17, PG 30 55i 173+00 ACCESS VIA PEBBLEBROOK CIRCLE SW (SEE SHEET EC-12) 175+00 PROPERTY LINE (TYP.) f - 15' TOP OF BANK OFFSET (TYP.) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) STA. 174+7D. 75z PROP. MH #61 RI = 553.01 LOT #62 OBERT E. GEE, JR. .N. 551 47 6126 D 576, PG. 709 MB. 17, PG30 \0 1 77+00 CODDLE CREEK S 0 _ 44,0 44 0 LOT #63 BREEZE BRENDA BEATRICE FURR P.I.N. 5518-47-4296 —DB. 577PG. 217 O&1 ,PG30 V 0 1 78+00 C 1 79+00 STA. 177 E92. 75— PROP. MH #62 — 553.34 3SS - 3SS EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) — PERMANENT SANITARY SEWER EASEMENT (TYP.) 0 3SS 100-YR FLOODPLAIN (TYP.) PAU-L .DO wife, UN.� _ P.I:N.551' , D B. 7-09. MB. 17 3SS 29 [T #64 GL MEYER & G. 4EYER -- -47-3446 PG. PG 1 80+00 179+00 N45•00101 "W 3SS 3SS- .315.72' 0 3SS 3SS FEMA FLOODWAY (TYP.) / PRELIMINARY PLANS NOT FOR CONSTRUCTION 3SS 3SS 3SS- , L LLI111,,// 1/. -7 Q. SEAL r 0368377. _ GiNEF'�p 02/0221 GRAPHIC SCALES HORIZONTAL O 20 40 1 inch = 40 ft VERTICAL O 2 4 1 inch = 4 ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E-STA1 TY, NOI Apprvd. Date: 07/13/20 Chkd: M L H Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: SS-20 1/10/2022 12:51 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-21.DWG 1111 �IIIINI !6 �I 570 ] 570 ■■■■■■■■■■ ■ ■■■■■■■■■ ■ ■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■ BD: AP-74 1■1■ ■■■ BD: B 47 ■ ■I BD: B 48 ■■■ ■■■■■■■■■■ ■■■■■ BD: B 46 .■■■■■■■■ ■ ■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■ STA. 186+74.57' ( A P P R OX . ) ■■I STA. 187+26.22' ■ ■I STA. 188+11.09' ■■■ ■■■■■■■■■■ -75 STA. 181+11.50' OFFSET: 5.97' OFFSET: 0.75' OFFSET: 0.83' OFFSET:7.65' DEPTH TO REFUSAL : 9' DEPTH TO REFUSAL : 12.5' DEPTH TO REFUSAL : 4' DEPTH TO REFUSAL : 13' .inn 11 STA. AB186+94.00' (APPROX.) OFFSET: 31.26' DEPTH TO REFUSAL : 9' ■■■■■■■■■■ = jO■■■■■■■ ■■■r�■■■■■■ ■■■■■■■■■■■■M■■!E■■■ ■i�:■. . ■u■■■■■■ ■■■■■■■■■■ idi _ !gE;a■■■■■ ■■■■■■�■■M■ ■■■■■■■■■■ IMR■■■■■■■ ■■••■■■■■■ ■■■■■■■■■■ ■■`■■[ ■■■■ ■r■■!_ E, !rEffl �+!! !� = MMM:Eii■i fi 4SMM■■■■ ■■■■■■■■■■ 111111111111 ■�I�rlliiiiigilli11 ■ ■■■■ i ■■■■■ ■■■■■ �:;i■■■ ■■ ii��■ ■■ ■■■i■ ■■■ 111111 1111111111111111111111111111111"."41111111"1 Khiii ■« �G�,I■■■■■■■i1.r.r•■■■■■■■■■■■■■■■ 1 IIHIiIIIIIJiIIIIHHIIIIIIHIII IHIHIIIIHIIIIIIIIIIHHHHIIH!Ii 11 ii • • ..11111911111111M1p1A11Hiliipililliillil 1111111111111&hIll � T.imOoCi:iniiPiiFi�ii�iii�iiirwmimirrur II ��III Imo lim�ET�TT�E�Y��mim••A� , 11111111111111111111111111111/1° 1��oo�oo7��mm�..��m"��"��=��' II:==zz�: �.m��.�..AAw�n�Yi•=��Ci�snazrr�� 1111111111111111111iiiiiiiiiiIl�llellt��'��I�'i��iNm�r��..��mm��' 11iiii • .� - 4. FL 0 T su.a - u �i!Q,'�.F.�,�ii11iQYJ'' i7ufF.rFiRGsasiY s o iiiIIIiIIHIIhhA ..�.��i �� ie� u�� 111111,111111111111111115111 1 81 +00 1 82+00 STA. 181 +08. PROP. MH #63 RIM . = 556,10 LOT #65 PAUL DOUGLAS MEYER & wife, LINDA G. MEYER P.I.N. 5518-47-2617 DB. 1332, PG. 179 MB. 17, PG 30 1 83+00 184+00 15' TOP OF BANK OFFSET (TYP.) V EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) PERMANENT SANITARY SEWER EASEMENT (TYP.) 185+00 186+00 DELORIS B. AUSTIN and WNEDY M AUSTIN-SELLERS P.I.N. 5518-36-4862 DB. 13538, PG. 14 [PARCEL ONE] PROP. PERMANENT CULVERT CROSSING (SEE SHEET EC-13) STA. 185+50. PROP. MH #64 -RIM = 5, 6.42 ACCESS VIA PEBBLEBROOK CIRCLE SW (SEE SHEET EC-13) LOT #66 DENNIS A RIECK & wife, KAREN RIECK P.I.N. 5518-47-1882 DB. 6215, PG. 31 MB. 17, PG 30 187+00 188±00 189+00 CROSS UNDER EXIST. 30" SANITARY SEWER LOT #67 GARY WAYNE WINSLOW P.I.N. 5518-48-1002 DB. 779, PG. 329 MB. 17, PG 30 565- STA. 186+48.3 ROP. MH #65 RIM = 556. • 1 STA. 188+ 18.2 = - ROP. MH #66 1M = 556.63 EXIST. FENCE (TYP.) 68 O CUEVAS 8-0289 G. 263 30 M/a 5 0 190+00 DE ORIS B. AUSTI WNEDY M AUSTIN-SET .I.N. 5518-36-4862 DB. 13538, PG. 14 [PARCEL ONE] PRELIMINARY PLANS NOT FOR CONSTRUCTION 40A111 tilhar '04) -lcro OE M/8 ;,. CAR '-,, ��oN � FEss�oti�', ram SEAL , 036837 G►N ;p„;'• 01/06 22 GRAPHIC SCALES HORIZONTAL 0 20 40 1 inch = 40 ft VERTICAL 0 2 4 1 inch = 4 ft PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E-STA1 TY, NOI REVISION PER G&D REVIEW PEBBLEBROOK CIRCLE REALIGNMENT 12/04/2020 01/06/2022 a Apprvd. Date: 07/13/20 Chkd: M L H Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: SS-21 1/10/2022 1:11 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-22.DWG 580 580 ▪ BD: B-76 _ STA. 190+21.86' (APPROX.) OFFSET: 142.58' _ DEPTH TO REFUSAL : 13' 11111 - BD: AP-77 _ STA. 190+51.81' (APPROX.) OFFSET: 144.55' _ DEPTH TO REFUSAL : 4' I I I I I OX X O BD: B-78 STA. 191+15.57' (APPR OFFSET: 159.68' DEPTH TO REFUSAL : 9' I I . BD: AP-79 STA. 192+18.64' (APPR - OFFSET: 30.24' DEPTH TO REFUSAL : 1: I I BD: B-50 STA. 198+90.93' OFFSET: 12.20' DEPTH TO REFUSAL 570 570 el h^ Q I .N VE JT ELEV. w O II VEN T ELEV. .i�s 100-YR FLOODPLAIN (TYP.) = 564.99 �� =56 .31 STA. 190+91. 0 MEMO ' _ V) EL EL - - iry mw.>ttiAl•11 mur- � STA. 195+64.76 ^ �- o • . _ . tri PER DETAIL = 556.92 1—B F.411111 PROP VEN TE0 MH #69 N --IRIM 560 e • , o „ ® PER bE A/L ) -B 00 ; Qh 560 RIM _ .0555.83 4, Q II EXIST. GRADE (TYP.) L4.14` ci.ctMit I f V V J O STREAMBANK tI u ^ f ri RESTORATION SE�µA T EC-15 ! u V + �� 550 _ 550 �. I CODDLE CREEK CREEK BED (TYP.) I 1 _ ,�-- o4U 540 ,: PROP. 48" FRP PROP. 48" ,RP SAN. ROP. 5 48" ®0.10 DI ' SAN. SEWER 00.10% SAN. SEWER 00.10% A L 1N=536.54 - 48' ±9 LFB REDS R A CROSSING PER DETAIL 2 C LI TS F PAY IT M /6.11 L " L /N=535.89 4g n FL 1N=536.22 - 48" PROP. SAN. 'i- S WER FRP 00.10% `� o� �r-'� ;6 " — 48 FL 1N=535.74 - 48" L OUT=535. 89 - 48 0 FL /N=536.46 - 48 530 0 T=5 5 7 4 530 FL OUT=536.46 - 4= " STA. 190+91. PROP. MH #6f lM = 556.92 EXIST. RETAINING WALL OVERHEAD ELECTRIC (TYP.) ate- 191+00 OE PROP. ACCESS - EASEMENT (TYP.) OF MAI OE oe 1 92+00 ,vi iu 195+00 V 100-YR FLOODPLAIN (TYP.) EXIST. FENCE (TYP.) 197+00 yS REMAIN IN PLACE (TYP.) STA. 1 5+4.76I ROP. MH #69 RIM„\ 555.1q N 15' TOP OF BANK OFFSET (TYP.) STA. 3ff8+01.59 PROP. MH #70 RIM = 559.42 198+00 193+00 PERMANENT SANITARY SEWER EASEMENT (TYP.) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) PROP. PERMANENT EASEMENT (TYP.) z OVERHEAD ELECTRIC (TYP.) ORGE L. P.I.N. 5518-4. DB. 10250, P MB. 17, PG LOT #70 INEZ RUIZ I -0602 . 213 0 1 94+00 LOT #71 PEGGY G. WALLY P.I.N. 5518-48-0758 DB. 883, PG. 230 MB. 17, PG 30 / LOT #72 OBERT WALLERII� LORI WALL P.I.N 5518-48-098 DB. 13483, PG. 1 MB 17, PG. 30 1 9 6+00 I PATRICIZr`f� wife, CATHERINE R. P.I.N. 5518 -0200 DB. 102 7, PG. 92-� N MB. ,PG3O _ 199+00 STA. 198+77.71 ROP. MH #71 0 -RIM = 556.30 / 200+00 PRELIMINARY PLANS NOT FOR CONSTRUCTION '''�-, _ f SEAL:(4-C3 G 1/-37: r 036837 01/06/ 022 GRAPHIC SCALES HORIZONTAL O 20 40 11 1 inch = 40 ft. VERTICAL O 2 4 "11 1 inch = 4 ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 E-STA 1 TY, NOI REVISION PER G&D REVIEW PEBBLEBROOK CIRCLE REALIGNMENT 12/04/2020 01/06/2022 a Apprvd. Date: 07/13/20 Chkd: M L H Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: SS-22 1/10/2022 1:25 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-23.DWG 570 570 I I I I I I BD: B-50.1 I : B-51 A. 204+78.64' FSET: 2.58' PTH TO REFUSAL : 19.5' inIRQ�� h � ; �=) j O cfOw W II STA. 202+25.50' OFFSET:4.55'%�� DEPTH TO REFUSAL : 15.5' 05 A4.1 1 Li et / 100 YR FLOODPLAIN (TYP.) VENTELEV. N 6, = 565.66 n I , Xi...W, 1- CO % ozi W"J STREAMBANK + Ni -1-it.; '� 560 STA. 202+49.21 EN . Q R II RESTORATION (SEE SHEET EC-13) N W II 5 6 0 1 PROP. VENH #l2 Q 0 . PER RIM DETAIL = .556.54 1—B 0) I Q. 0. C ec Q Q& ti cL Ci.0 EXIST. GRADE TYP./ ) ILu m r I oy z rnh. i ■ Q vj n +m �"I 550 1 650 CODDLE CREEK r CREEK BED (TYP.) CUSS UNDER EXIST. PROi — — 24' SAN. SEWER PER ------E1F.TAIL 2-B SAN ISTUB OUT MIN. 10' OF 30" FRP, INSTALL MASONRY BRICK PLUG �>'<40 . 110.33 LF /F o boa 371.50 LP � 127.79 48" LF FRP PROP. 48" DIP SAN. PROP. SEWER 48 FRP 00.10X SAN. PROP. SEWER 0O.10X it S N. SEWER 00.10X II ±110 LF BURIED STREAM CROSSING PER DETAIL 2 C I - LIMITS OF PAY ITEM FL IN 5 8.15 — PLIN= FL 8.15—. LIN=536.91 — 48" FL OUT=536.91 — 48" FL l ' = • — 36" (WOLF MEADOW) -OUT=537.15 FLI • —48" 530 FL 0 T 5 7. 04 — 48" 530 Iss `)� 201 -F00 FEMA FLOODWAY (TYP.) PERMANENT SANITARY SEWER EASEMENT (TYP.) 202±00 PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) 100-YR FLOODPLAIN (TYP.) PROPERTY LINE (TYP.) STA. 202+49.21 PROP. MH #72 RIM = 556.54 40 BENJAMIN ANDREW WILSON & RAND! J WILSON P.I.N. 5518-49-1308 DB. 13969, PG 289 203±00 PROP. PERMANENT EASEMENT (TYP.) PROP. ACCESS EASEMENT (TYP.) ACCESS VIA STOUGH ROAD (SEE SHEET EC-13) ss 204+00 0 LF '. 36" DIP SEWER 00.10X DETAIL 1-M FOR NLINE INVERT /ATIONS 6" 48'� 2) (PHASE 1) 205-F00205-F50 PROP. PERMANENT AT -GRADE CROSSING (SEE SHEET EC-13) A0c, 203+77 ROP. MH #73 RIM = 556.38. uJ w STA. 205+ 18.53 PROP. DIVERSION TRUCTURE #74A ER DETAIL 1—M lM =5- PHASE 2 (SEE SHEET SS-24) 3SS ON59'1i 285 Phase 1: STA. 204+ 7. \Phase 2: STA. 0+00 PROP. MANHOLE #74 RIM ,= 555.98 STUB OUT MIN. 10' OF 30" FRP, INSTALL BRICK MASONRY PLUG PER DETAIL 2-F LOT #10 BARBARA L. MYSINGER p.1.N. 5518-39-7811 DB. 643, PG. 90 MB. 7, PG• 32 CROSS UNDER EXIST. 24" SANITARY SEWER i WOLF MEADOW BRANCH (SEE THIS SHEET) 570 570 100-YR FLOODPLAIN (TYP.) (^�DO 2Q O ,'co hci�vN oil" 6LiW,h 560 2 o II o - j W� 560 Q&W� ��j0ll 1- IgiOkik Fc 1 w z a) m z wN U m � w so"" - EXIST. GRADE (TYP.) II ai O`1 L ccc n cc vv))U 1 I 550 550 I Ill SEE FLOWLINE DETAIL 2-M INVERT FOR 540 A ELEVATIONS 540 +100 LF BURIED STREAM CROSSING PER DETAIL 2-C LIMITS OF PAY ITEM i I PROP. 3 DI SAN. bE 1 `FL IN=538.0 — 36 ( • F • A • • ) FL IN=537.0 — 48 " 530 FL OUT=537. •4 — 4 . 530 0+00 PROP. PERMANENT AT -GRADE CROSSING (SEE SHEET EC-13) EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) PERMANENT SANITARY SEWER EASEMENT (TYP.) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) 127.79' PROP. PERMANENT EASEMENT (TYP.) Wolf Meadow: STA. 0+00 /Phase 1: STA. 203+77 PROP. MANHOLE #73 /' RIM = 556.38 \\50 0,0 SO\J ,o00 QGi-2 FEMA FLOODWAY (TYP.) ACCESS VIA STOUGH ROAD (SEE SHEET EC-13) PROPERTY LINE (TYP.) 1 +00 15' TOP OF BANK OFFSET (TYP.) a a 2-F00 S30'43'23"W 31.20' STA. 1 +00.35 PROP. DIVERSION STRUCTURE #73A PER DETAIL 2—M RIM = 555.27 ACCESS VIA STOUGH ROAD . (SEE SHEET EC-13) PROP. ACCESS EASEMENT (TYP.) PRELIMINARY PLANS NOT FOR CONSTRUCTION 01/05/ 022 GRAPHIC SCALES HORIZONTAL • 20 40 11 1 inch = 40 ft VERTICAL • 2 4 1 inch = 4 ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 PHASE 1: PLAN AND PROFILE - STA 200+00 TO END & WOLF MEADOW TY, NOI REVISION PER MD REVIEW 12/04/2020 Apprvd. Date: 07/13/20 Chkd: M L H Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: SS-23 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-24.DWG 6/2/2022 2:00 PM IIIII� BD: B-52 - STA. 2+90.55' OFFSET: -2.31' DEPTH TO REFUSAL : 14.5' BD:B-53 PRELIMINARY PLANS STA. 7+00.96' OFFSET: NOT FOR CONSTRUCTION DEPTHHTO REFUSAL : 15' 570 NOTES: 570 STA. 6+97.35 1. THE TOWN OF HARRISBURG AND CITY OF CONCORD PROP. VENTED _ MH PER DETAIL 1-6 #76 SHALL BE CONTACTED PRIOR TO PERFORMING WORK WITHIN RESPECTIVE EASEMENT LIMITS. NO WORK TO Q RIM = 565.06 BE PERFORMED WITHOUT NOTIFICATION. h w i 100 YR FLOODPLAIN (TYP) VENT ELEV. 1 Q = 566.45 O► w to 6 -I O) Cd I CO N Q.c I. " QV) Q ck�er II�O o` 560 O II EXIST. GRADE (TYP.) 560 t�� kct ( lk Q CROSS UNDER EXIST F W re 8" SAN. SEWER PER DETAIL 2-B CROSS UNDER 8" SAN. SEWER EXIST. PER CODDLE CREEK DETAIL 2-B 550 CREEK BED (TYP.) 550 . EXIST SAN SEWER TO BE ABANDONED IN PLACE EXIST. 30" SAN. SEWER (TYP.)i - ==== ..... - I _ _ _ = _ _ I 411.41 LF 29P� LF 540 285. �' LF PROP. 36 , FRP OP9.56 36" FRP 5 0 SAN. PROP. SE 00.1_9% rRp SAN. SEWER 00.10M SAN. SOWER 00.10% I ' ' - - • FL IN=538.68 — 36" FL IN=539.39 — 36" FL OUT=538.68 - 36" FL 1N=539.0 - 36� L OUT=539.39 - 36" FL OUT=5.39.09 36 „ FL IN=538.15 — 36" 36" (PHASE 1) FL FL IN=53& 15 OUT=537.15 — 48" (PHASE 1) 530 530 0+00 ass WOLF MEADOW BRANCH (SEE SHEET SS-23) I u 1 +00 rat! g9�c 1 I LOT #10 BARBARA L. MYSINGER P.I.N. 5518-39-7811 DB. 643, PG. 90 MB. 7, PG. 32 2+00 PHASE 1 (SEE SHEET SS-23) 15' TOP OF BANK OFFSET (TYP.) EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) •:...•. ?85 g?, 0 ..... Phase 2: STA. 0+00 Phase 1: STA. 204+87.33 PROP. MANHOLE #74 RIM = .W.98 PHASE 1 STUB OUT MIN. 10' OF 30" FRP, REMOVE BRICK MASONRY PLUG LOT #9 BARBARA L. MYSINGER P.I.N. 5518-39-5726 DB. 643, PG. 90 MB. 7, PG. 32 3+00 FEMA FLOODWAY (TYP.) 9.cfS3---- STA. 2+8 .9 PROP. MH #7 RIM = 55'.38 4+00 I I 5+00 INN PROPERTY LINE (TYP.) EXIST. UNPAVED PATH (TYP.) PERMANENT SANITARY SEWER EASEMENT (TYP.) i LOT #8 _09S \/ ALLEN L. OVERKA & wife, SHEILA L. OW' "KAMP. P.I.N. 5518-39 ' 878 DB. 555, P 330 MB. PG. 32 6+00 100-YR FLOODPLAIN (TYP.) 7+00 TEMPORARY CONSTRUCTION EASEMENT (TYP.) 8+00 9+00 STA. 9+96.89 PROP. MH #77 RIM = 558.1.6 C. NGUYEN and r EHUYEN T. PHAM P.I.N. 5518-39-0859 J DB. 13126, PG. 69 /1 EXIST. SAN. SEWER REALIGNMENT (SEE SHEET SS-25A) /J( KIEN C. NGUYEN 0 LEHUYEN T. PHAM P.I.N.5518-3-0859/ DB. 13126, PG. 69 [TRACT TWO] STA. 6+97.3 ROP. MH #76 \ \ RIM = 565.06 ass II • 10+00 K :RASWELL, JR. o' AREN R. BRASW-ELL I.N. 5518-29-7789 :. 4138, PGirM2 MB. 19, PG` sso ETT 8s.' lAC'KETT SSE 3SS sS' CROSS UNDER CONCORD EXIST. 8" SAN. SEWER PER DETAIL (2-B), SEE NOTE 1 THIS SHEET 03/18 22 GRAPHIC SCALES HORIZONTAL • 20 40 1 inch = 40 ft VERTICAL O 2 4 1 inch = 4 ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NOI PHASE 2: PLAN & PROFILI REVISION PER MD REVIEW I c c§ g i Er 12/04/2020 0 co E Apprvd. Date: 07/13/20 Chkd: MLH Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: SS-24 3/18/2022 10:58 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-25.DWG 13+00 BD: B-54 - STA. 10+24.04' OFFSET: 0.32' - DEPTH TO REFUSAL : 22' III III BD: B-55 STA. 12+60.81' OFFSET: 13.58' DEPTH TO REFUSAL : 8' BD: B-56 STA. 16+37.89' OFFSET: 27.53' ROBERTA ROAD DEPTH TO REFUSAL : 17' I(SR-1304) '■ 70 570 /% - NCDOT R/W - p w - — — cc d�%�I % , :DOT R/W I I I V' VENT ELEV. Q = 5E8.5116 00 FA/ i Al000) I 100-YR FLOODPLAIN (TYP.) - - dI -•_ . . MH yiEMMA _ ........ O 1 p v � a■�i�kl II� 561.1 4� i — '(CS O J , • I■ .I1 1■ N _ ■■ _ ■ EXIST. GRADE (TYP) Et LA —■■■ Q I + Qr � BRIDGE ■!' ,,IEt ■■■■ ■■■ ELF,�011 I BOTT OM (��Q- 0 • 1' M --��•_ 560 (n10.. �� I I hiGh —�� w liiiJ 560 _�Li AIL I III .WZww i, �• �N� I �- (15'Wx20'Lx21.2 D) , Q CROSS UNDER EXIST. 1 N 8" SAN. SEWER PER DETAIL 2 B\ I NCDOT 1:1 BIE EXIST SAN. M , I 55O SLOPE (TYP) I SEWER � (TYP) �� , ) 550 RESTORATION : (SE: XIST. SAN SEWER TO BE I —ENE — �� SHEET EC-15) 1��nmEIE� N.. — ABANDONED IN PLACE II _: �! ■ENE C� , MEN — — — — � _ _ _ _ — _— _ _ I CODDREEK = _ CREEKLE D (TYP.) a mm mff 216.01 LF 1 EN2 221. Ub „ 133.2 ' F 94.02 LF ROP.' D " PROP. 36" FR' �� PRO SHIN. PROP. SEWER 36 00.10% DIP SA P QQ�� P. FwER 36" On FRP i n�; SEWE ' 0 SAN. SEWER 00. � . liaise. 3 � d � MEM��i�L ---_,i 160 LF BURIED STREAM FL /N=539.4 = — 36' " CROSSING LIMITS PER OF PAY DETA ITEM L 2-C FL 1N=540.43 I N=I. 36" " FL OUT=539.48 — 36 INS±8LF 60" STEEL CASING PIPE FL IN=5 er . = 1 — 36 " FL IN=540. 0 — 36 I 40.21 r 6 .4 FL 43 — 6 — • • — GUARANTEED'.8 TRENCHLDE SIMETHODS,t=0.50" %L OUT= ,,,, ..,.,,,., ,�...��r..,__. '3A — 36'� 535 •3 • — FL � 540.2 6 535 1„ EXIST. UNPAVED PATH (TYP.) EHUYEN T. PHAM �Y P. I. N. 5518-39-0859 DB. 13126, PG. 69 •n 1 1 + 0 0 3SS SPECIFIED PIPE AND SHORING WITH ) STRUCTURAL FILL MATERIAL OVERHEAD ELECTRICAL (TYP.) BORE RECEIVING PIT (15'Wx20'Lx20.1'D) _ EXIST. SAN. SEWER REALIGNMENT (SEE SHEET SS-25A) STA 10+90'.91 PROP. MH #7 RIM = 559.60 JK :RASWELL, JR.' AREN R. BRASWELC I.N. 5518-2989 :. 4138, P'G`%�� MB. 19 Pq`l'oi 3SS ti 0 14+00 PROP. ACCESS EASEMENT d! GRADING (SEE EC-14) TOWER PLACE LLC P.I.N. 5519-20-4300 DB. 2397, PG. 225 PROP. ACCESS EASEMENT (TYP.) EXIST. FENCE (TYP.) 15+00 1 +40.1 ;PROP. MH #8 RIM --561.74\ 1 6+00 EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) 17+00 41 PROPERTY LINE (TYP.) 18+00 PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) PERMANENT SANITARY SEWER EASEMENT (TYP.) N I RIM _ = 561. 13 `16+22.20 ROP. MH #81 l LOT #2Q7 ERTD. HUG NE.A. HUG 29-1 • PRELIMINARY PLANS NOT FOR CONSTRUCTION NOTES: 1. ALL EXCESS MATERIALS RESULTING FROM CONSTRUCTION (DIRT, ROCK ETC.) OF THE TRENCH LESS CROSSING AT ROBERTA ROAD SHALL BE HAULED OFF -SITE AND DISPOSED OF IN AN APPROVED MANNER. THERE SHALL BE NO EXCESS MATERIAL STORED, SPREAD, OR LEFT WITHIN THE 100-YEAR FLOODPLAIN DURING CONSTRUCTION. POST -CONSTRUCTION AND PRE -CONSTRUCTION GRADES SHALL AT H. 20+00 SSA 4^r Y ti^r 2. THE TOWN OF HARRISBURG AND CITY OF CONCORD SHALL BE CONTACTED PRIOR TO PERFORMING WORK WITHIN RESPECTIVE EASEMENT LIMITS. NO WORK TO BE PERFORMED WITHOUT NOTIFICATION. s/ S \\ CROSS UNDER CONCORD EXIST. 8" SAN. SEWER PER DETAIL (2-B), SEE NOTE 1 THIS SHEET 1 9+00 100-YR FLOODPLAIN (TYP.) ,,�� NEssi��" 'a SEAL r: _ 036837 = G►Ek' 03/18 22 GRAPHIC SCALES HORIZONTAL • 20 40 1 inch = 40 ft VERTICAL O 2 4 1 inch = 4 ft. PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NOI PHASE 2: PLAN & PROFILI REVISION PER G&D REVIEW PER FLOODPLAIN DEVELOPMENT REVIEW REVISIONS PER EASEMENT NEGOTIATIONS REVISIONS PER G&D REVIEW 12/04/2020 12/04/2020 01/12/2022 t 4a©4 Apprvd. Date: 07/13/20 Chkd: M LH Drwn: R H K Scale: 1" = 40' Project No.: 2018-188 Sheet: SS-25 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-25A.DWG 2/3/2021 3:56 PM coo 570 570 In C 560 100-YR FLOODPLAIN (TYP.) co V IV N= M 560 EXIST. GRADE (TYP.) 550 228.4- LF PROP. 30" FRP SAN. SEWER 00.09X C DDLE CREEK / C EEK BED (TYP ) 99.20 LF 550 PROP. 30" PPP SAN. SEWER @0109% EXIST. 30" SAN. SEWER 540 FL IN=543.94 — FL OUT=543.94 - FL IN=544.15 — .30 PP rL OUT-544.15 30" FL FL IN=544. OUT= 54 5 24 3 4.24 — 40 535 0-F00 1 -F00 EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) BEGIN EXIST. SAN. SEWER REALIGNMENT STA. 0+00 PROP. MH #010259A RIM = 560.47 2+00 PERMANENT SANITARY SEWER EASEMENT (TYP.) 15' TOP OF BANK OFFSET (TYP.) 1 +28.-4 -PROP. MH #010259 RIM = q5$.20 9 Fy ,l \ ABANDON EXIST. 30" SAN. SEWER IN PLACE AND PLUG PIPE PER DETAIL 2-F �^ AT TOE OF SLOPE (±0.25 CY CONCRETE) / TEMPORARY CONSTRUCTION -s EASEMENT (TYP.) \ PROP. 48" SAN. SEWER (SEE SHEETS SS-24 & SS-25) / / S`' 3-F00 535 PP 2 77 30 4+00 PROPERTY LINE (TYP.) 100-YR FLOODPLAIN (TYP.) FEMA FLOODWAY (TYP.) STA. 3+27.64 ROP. MH #010259C RIM= 559.02 END EXIST. SAN. SEWER REALIGNMENT ABANDON EXIST. 30" SAN. SEWER IN PLACE AND PLUG PIPE PER DETAIL 2-F —ss— _ _ AT TRENCH LIMITS (±0.25 CY CONCRETE) ABANDON EXIST. 30" SAN. SEWER IN PLACE AND PLUG PIPE PER DETAIL 2-F 47 AT TOE OF SLOPE (±0.25 CY CONCRETE) / FILL PIPE WITH FLOWABLE FILL WHERE LOCATED UNDER FILL SLOPE (±24 CY) PRELIMINARY PLANS NOT FOR CONSTRUCTION R' ''' ; _ ti a� SEAL r': 036837 f. 02/02 21 GRAPHIC SCALES HORIZONTAL O 20 40 1 inch = 40 ft VERTICAL O 2 4 1 inch = 4 ft. PREPARED BY: i Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 1ST. SAI TY, NOI Apprvd. Date: 12/04/20 Chkd: M L H DrWn: MLH Scale: 1"=40' Project No.: 2018-188 Sheet: SS-25A 3/18/2022 12:00 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-26.DWG 580 ■ ■■■■■ ■■■ ■■■■ ■■■ ■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■ MENIMMEMEIMMEMENNEMMIEMMEENIMMEENIMMENEMINEN 580 ■■■ ■■■■■■■■■■■■■■ ■■■ ■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■ ■■■■ ■■■■ ■■■ ■■■■■■■■■■■ 1= s: 1111111111111111111111111111111111111 1111111111111111101111111111100-YRFLooDPLAIN(TY" mil lipmpLit.liniumuimmummlookstiliill IIIIIIIIIIIIIIIIIIIIIIIIIII EXIST.GRADE(TY" Ill alir- 1�1� f I �1,'- _�- 560 IIIIIIIII IIIlll��r� 111111111111111111111111110111 II o . e PER 1�1�I�II�111 IIII�I�I�IIH I�I�IIIII�I�I . �ii�m nm��nN m� i1UNIMMEMENNENNI ��mmimmminimminINQ7I03iSEIIIIM—E_� � R 'P A . IgX av 7Af �,1 11 r AI S 41.5-36" / =64r. 5 it / = -4 s. 7 6 �IU = 41 f • F SE 0 .4 ".0I F P. F SE 0 5 5 0 NIMENEMMII MMANNWMWM ICI_I III 5 0 F 5s F 'U —'41 5' 21 -F00 M 22+00 41 LOT #210 DANIEL A. LAMBERT & wife, KIMBERLY R. LAMBERT P.I.N. 5518-10-8158 DB. 10108, PG. 16 MB. 31, PG. 70 , I EXIST. FENCE (TYP.) STA. 21 +63.44 ROP. MH #83 5 RIM = 561.52 23+00 PROPERTY LINE (TYP.) 59 LOT #211 ROBIN H. SHANKLE P.I.N. 5518-19-7975 DB. 3024, PG. 224 MB. 31, PG. 70 EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) 100-YR FLOODPLAIN (TYP.) \-5L� 24+00 25+00 ACCESS VIA SEDGEWICK STREET /60\ LOT #3 SUSAN SPAETH P.I.N. 5518-1 DB. 2292, PG. MB. 31, PG. PERMANENT SANITARY SEWER EASEMENT (TYP.) \ PR- OP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) �- FLOODWAY (TYP.) 15' TOP OF BANK OFFSET (TYP.) T / /4,-4 EXIST. 8" SAN. SEWER - d PROP. ACCESS EASEMENT (TYP.) N *ANI ,as y (M)NI o „1,1Z99 :(S)NI 'ANI ,6r1349 -1t11a MO HISS l I 26+00 f*:;;Ma4flirIlle ROP. MH #84 /RIM = 568.62/ / / r / 27+00 28+00 CROSS UNDER CONCORD EXIST. 8" SAN. SEWER PER l DETAIL (2-B), SEE NOTE 1 1 THIS SHEET STA. 9+ 12:'55 PROP. MH #85 RIM = 5 • .24 CROSS UNDER EXIST. 30" SANITARY SEWER 29+00 PERMANENT AT GRADE CROSSING (SEE SHEET EC-15) 'N • o \� 0 PRELIMINARY PLANS NOT FOR CONSTRUCTION NOTES: 1. THE TOWN OF HARRISBURG AND CITY OF CONCORD SHALL BE CONTACTED PRIOR TO PERFORMING WORK WITHIN RESPECTIVE EASEMENT LIMITS. NO WORK TO BE PERFORMED WITHOUT NOTIFICATION. 5 5 30-F00 ,``,,,, I I ,,,,,/ =,2 O/k•; 37 0- SEAL r•. _ 036837 _ 03/1822 GRAPHIC SCALES HORIZONTAL • 20 40 1 inch = 40 ft VERTICAL O 2 4 1 inch = 4 ft. PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NOI PHASE 2: PLAN & PROFILI REVISIONS PER G&D REVIEW 0 a I Q Apprvd. Date: 07/13/20 Chkd: MLH Drwn: RHK Scale: 1 " = 40' Project No.: 2018-188 Sheet: SS-26 2/8/2021 11:34 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-27.DWG 580 580 BD: B-61 STA. 34+41.09' BD: B-62 OFFSET: 16.76' STA. 37+33.54' OFFSET: 1.60' DEPTH TO REFUSAL : 13.5' ■ DEPTH TO REFUSAL : 12.5' ■ ■ STA. 33+97.72 PROP. VENTED MH = PER DETAIL 1—B co ao co I 100-YR FLOODPLAIN (TYP.) A RIM = 567.43 0 % 570 =570.81 ' � 5 0 N �~�y I M •�II k� cc4 rn v~) Z STREAMBANK ' I \ II I z N Ln EXIST. GRADE (TYP.) RESTORATION SEE SHEET EC-15 1 I _■ u ^ �w o m wo CC Q� �1 � w '( 6 • /1 5 6011 ,�' ; LI ; 1 A � j i I STREAMBANK ��) ii m, SHEET EC 15) N U ,Y(SEE C M , l r CODDLE CREEK C , I EXIST. 30" SAN. SEWER CREEK BED (TYP.) i (TYP.) ,--- _ , _ , 550 —+ 362.97 LF • 9 LF 108.78 LF I _ - . • - 1� POP.��36"`iRP• -••- 6 FRP0.1 PROP. 36" DIP SAN. SEWER _0.10%il SAN. SEWER 0% S N. , S - R 00.23% _ ±109 LF BURIED STREAM 540 CROSSING PER DETAIL 2 C LIMITS OF PAY ITEM 5 4 0 L /N=5 ' 2.47 — 36" FL / =542.77 — 36" L IN-5 2 3; 6" FL O T=542. 7 — 3 L OUT 542.47 — 3; FL OUT 5 , 2. ; 6 — 3 535 I 5 • V1 m m m m N O 3SS —SSE n 2 r z m 0 0 0 31-F00 CODDLE CREEK 32+00 ACCESS VIA LARAMIE ROAD (SEE SHEET EC-15) EXIST. UNPAVED PATH (TYP.) UNNAMED TRIBUTARY 33-F00 \� o 0 j TA. 32+8a. 94 PROP. MH #8 • LOT RIM = 562.45 JAMIE D. CATALANO I 1 P.I.N. 5518-09-8696 \ DB. 12351, PG. 49 A MB. 17, PG. 69 SSE EXIST. SANITARY - EWER TO REMAIN IN PLACE (TYP.) PERMANENT AT GRADE CROSSING (SEE SHEET EC-15) / SC 15' TOP OF BANK OFFSET (TYP.) PROPERTY LINE (TYP.) 34-F00 • Ji 35±00 N59'47'29 ""W 108.78' STA. 33+97.72 ROP. MH #87 RIM , = 567.43 SSE N N q•O SSE FEMA FLOODWAY (TYP.) 36-F00 SSE 65 LO1#66 JAMES ARTHUR MURRAY & wife, ELLEN JUNE FORBES MURRAY P.I0I. 5519-00-6246 P . 174 MB. 29, EXIST. FENCE (TYP.) 100-YR FLOODPLAIN (TYP.) N NN 37±00 PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) PERMANENT SANITARY SEWER EASEMENT (TYP.) SSE EXIST. 8" SAN. SEWER ACCESS VIA BENT CREEK DR SW (SEE SHEET EC-15) 38±00 STA. 37+ 10.18 ROP. MH #88 RIM = 565.35 39+00 LOT #6', TODD WESLEY P.I.N. 5519-00- QB. 14279, P MB. •.�''�'. 10(00 S� P. 2l SSZ 40±00 PRELIMINARY PLANS NOT FOR CONSTRUCTION ```,,,,..III,,, � SEAL r• a : 036837 NC- 0a 02/02 21 GRAPHIC SCALES HORIZONTAL • 20 40 1 inch = 40 ft VERTICAL O 2 4 1 inch = 4ft PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NOI PHASE 2: PLAN & PROFILI Apprvd. Date: 07/13/20 Chkd: MLH Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: SS-27 2/8/2021 11:43 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-28.DWG 580 580 BD: B-63 STA. 40+90.33' OFFSET: 4.12' DEPTH TO REFUSAL : 3.5' I I I I I BD: B-63.1 STA. 42+01.33' OFFSET: 7.05' DEPTH TO REFUSAL : 11' I BD: B-65 STA. 49+39.58' OFFSET: 13.03' DEPTH TO REFUSAL : 18' — BD: B-64 STA. 44+16.89' OFFSET: 9.40' DEPTH TO REFUSAL :13 VENT ELEV. 4, 100-YR FLOODPLAIN (TYP.) - 572.21 570 o I '. I Q 570 + _ 01inco o) I °o `O OPin Q �,,�� to I°0 cooa� o kk STA. 43+85.36 co M • � A n o 1X43 W + M ` !PER pS FLOP, VENTEDI DETA/L 1- 1 + Q i, a ,O II �W _ RIM = 562.32 cn .. o � , �pll � \ STREAMBANK Q Q �! I y I� �� 0113. 0- D; RESTORATION (SEE I. 0; W SHEET EC-15) Vi Iik Q,E II /EXIST. GRADE (TYP.) 1 w mmlihL T 560 1 560 o o 1, ..._. z Ni I 1 I a in CROSS UNDER EXIST. w w A 4" SAN. SEWER PER CODDLE CREEK DETAIL 2 B ■ -I�■■■■ ■■ ■■ ■ t 2 w 4 m v w f Ir V~i ? w �V CREEK BED (TYP.) I L EXIST. 30" SAN. SEWER (TYP.) i; _ — — 550 s — +104 LF BURIED STREAM = — _ — _ _ T 1= CROSSING PER DETA L 2-C LIMITS OF PAY ITEM 302.88 LF 1 LF 104. 48 LF 20/. is El- PROP. 235.65 36 ,,FRP PR P. 36" FRP PROP. 36" DIP SAN. PROP. SEWER 36'' FRP 00.10X SAN. SEWER 00.1OX SAN. EWER 00.10X SAN. SEWER 00.10X — " " 1 54} Ft /N=54'.6836" . 36 540 FL 'UT=543.13 —6" FL OlfT=543.23 —3" OUT=543.68 — .515 540 FL 0U4=543.44 —"— SSE ° 41 +00 0 O WW LLI LLI RIGHT-OF-WAY (TYP.) 42+00 STA. 40+73.1 ROP. MH #89 RIMS = 563.41 N09'47'07"E 104.48' 43+00 PROPERTY LINE (TYP.) 44+00 15' TOP OF BANK OFFSET (TYP.) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) STA. 41 +77.63 ROP. MH #90 RIM = 563.31 EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) 0 ASS 45+00 LOTS #210-212 ALFARO MISAEL ANTONIO & CRUZ AGUILAR HERNANDEZ P.I.N. 5519-01-4020 DB. 13836, PG. 59 MB. 21, PG. 69 • PERMANENT SANITARY SEWER EASEMENT (TYP.) STA. 43+85.36 ROP. MH #91 RIM = 562.32 CROSS UNDER EXIST. 4" SAN. SEWER 355 SSE 46+00 N115t9030'W 47+00 FEMA FLOODWAY (TYP.) SEE SHEET EC-16 FOR WETLAND RESTORATION WETLANDLIMITS (TYP.) STA. 46+21.01 -PROP. MH #92 RIM = 563.90 355 355 48+00 P/0 lbT #207 & LOTS 208-209 JOHN P. PATALAK & wife, LYDIA PATALAK P.I.N. 5519-01-0247 DB. 14190, PG. 0326 MB. 21, PG. 69 355 STA. 49+23.89 PROP. MH #9 RIM = 562.18 7 ass 50+00 N' 1n 1n m 49+00 MATCHLINE STA. 50+00 (SEE SHEET SS-29) ass w 1n w Pr 'N w V) w V) V) PRELIMINARY PLANS NOT FOR CONSTRUCTION 12/04 20 GRAPHIC SCALES HORIZONTAL O 20 40 1 inch = 40 ft VERTICAL O 2 4 1 inch = 4 ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NOI PHASE 2: PLAN & PROFILI Apprvd. Date: 07/13/20 Chkd: M L H Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: SS-28 12:10 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-29.DWG 0 N co N 57+00 540 60+00 580 0 N QJ Cl) 0 _ IU 00 CO w lO 0 m 00 LO w OS• - w w m v 0 0 . BD: B-67 STA. 55+19.39' OFFSET: 6.12' DEPTH TO REFUSAL : 12.5' 580 100 YR FLOODPLAIN (TYP.) VFNT FI FV = 572.89 STA. 55+03.70 PROP. VENTED MH #95 PER DETAIL 1 B RIM = 568.22 Cr) 00 0 m LO 00 m'n 0 I- mcn 0 O m m H L0 DEPTH TO REFUSAL : 1 • 57 56 0 0 EXIST. GRADE (TYP.) CODDLE CREEK CREEK BED (TYP. 55 0 EXIST. 30" SAN. SEWER (TYP.) STREAM BAN K RESTORATION (SEE SHEET EC-16) 266.22 LF PROP. 36" FRP SAN. SEWER �0. 313.59 LF PROP. 36" FRP SAN. SEWER 00.10X w w 0 O 0 U w Lu U 2 h h 570 560 550 CROSS UNDER EXIST. 30" SAN. SEWER PER DETAIL 2-B 150.29 LF PROP. 36" DIP SAN. SEWER 00.55% 224.72 LF PROP. 36" FRP SAN. SEWER 00.39X L. 54 SSE 0 / 3SS / 51 +00 266,22•, _ 3SS� SSE STA. 51 +90.11 PROP. MH #9 RIM = 563.31 SSE EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) FL IN=544.25 — 36 FL OUT-544.25 — 36" 52+00 / P/O LOT #207 & LOTS 208-209 JOHN P. PATALAK & wife, LYDIA PATALAK P.I.N. 5519-01-0247 DB. 14190, PG. 0326 MB. 21, PG. 69 PROPERTY LINE (TYP.) PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) PERMANENT SANITARY SEWER EASEMENT (TYP.) 53+00 54+00 ACCESS VIA GLEN HAVEN DR SW (SEE SHEET EC-16) EXIST. 8" SAN. SEWER WETLAND LIMITS (TYP.) SEE SHEET EC-16 FOR WETLAND RESTORATION PROP. ACCESS EASEMENT (TYP.) IN 544.56 FL FL. OU =544.5 55+00 Js GNs) • 699- 11p®:Hi STA. 55+03.70` ei� ��sl, �� PROP. MH #9 10 4 RIM =,r . 568.22 CROSS UNDER EXIST. ( 30" SANITARY SEWER 3 6 r 100 LF BURIED STREAM CROSSING PER DETAIL 2 C LIMITS OF PAY ITEM 56+00 LOT #132 AAPCO SOUTHEAST, 5509-91-53771 DB. 13274, PG. 1v MB. 37, FL IN=545.!8 — 36" FL OUT=545.38 — 36" FEMA FLOODWAY (TYP.) ACCESS VIA CEDAR SPRINGS DR SW (SEE SHEET EC-16) 58+00 pr. SEE SHEET EC-16 FOR WETLAND RESTORATION csg- 100-YR FLOODPLAIN (TYP.) FL FL INS 0 546.26 — 36 SS UT=546.26 — 36" 59+00 STA. 8+7 .71 ROP. MH #97 RIM= k'$ PRELIMINARY PLANS NOT FOR CONSTRUCTION 02/02 21 GRAPHIC SCALES HORIZONTAL O 20 40 1 inch = 40 ft VERTICAL O 2 4 1 inch = 4 ft. PREPARED BY: i Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NOI PHASE 2: PLAN & PROFILI Apprvd. Date: 07/13/20 Chkd: M L H Dryyn: RHK Scale: 1"=40' Project No.: 2018-188 Sheet: SS-29 12:28 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-30.DWG 0 N CO N 580 570 100-YR FLOODPLAIN (TYP.) EXIST. GRADE (TYP ) 0 _ Ln _ rn W i Li Ln cd w CL 0 COlD 1O LU - 0 w mLa) 00 h a0 . I0- Lj O II Lict BD: B-69.1 STA. 65+90.62' OFFSET: 0.86' DEPTH TO REFUSAL : 21.5' STA. 65+78.31 FPROP. VENTID Mj°95' PER DETAIL �1—B RIM — 568. 4 IliVENT ELEV = 573.77 w w U w 0 0 U t0 w ts;J_ 14 580 W� 570 Mtn 560 CODDLE CREEK CREEK BED (TYP.) w z J LL I Z m 1/1 co Ji STREAMBANK RESTORATION (SEE SHEET EC-17) i 560 CROSS UNDER EXIST. 30" SAN. SEWER PER\ DETAIL 2-B 100 LF BURIED STREAM CROSSING PER DETAIL 2 C LIMITS OF PAY ITEM 550 EXIST. 30" SAN. SEWER (TYP.)\ 1 372.94 LF PROP. 36" FRP SAN. SEWER 00.10X 3►26.67 LF PROP. 36" FRP SAN. SEWER 00.10X 199.10 LF PROP. 36" DIP SAN. SEWER 00.10X FL IN=547.0 36" FL IN=546 63 — 36" FL 540 OUT=546, 63 — 36" 72.19 PROP. FL LF OUT=547.03 —36" 36 " FRP SAN. SEWER 00.10a �L IN 546 96 — 36" FL OLpT=5 6.96 — 36" FL IN=547.23 36" FL OUT=547.23 — 36" 540 EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) r Lu 61 +00 \7:4-\ 67+00 I // PROP. ACCESS EASEMENT (TYP.) 62+00 I!.••.''';`;';�i�''`%''' // �_ ``"'ei�`i�`i�`i�:;`;';`;';'i`}:::ice:•: 63+00 64+00 STA. 62+51.64 ROP. MH #98 RIM = 564.51 z 100-YR FLOODPLAIN (TYP.) Ly HEAST, INC. .I. N. 5509-91-5377 i DB. 13274, PG. 1 MB. 37, PG. 74 PROPERTY LINE (TYP.) \ \ \ 65+00 NISE M. MCLAIN P.I.N. 5509-91-2606 DB. 5368, PG. 326 MB. 37, PG. 74 66+00 c\ 15' TOP OF BANK OFFSET (TYP.) FEMA FLOODWAY (TYP.) PROP. TEMPORARY CONSTRUCTION \ / EASEMENT (TYP.) STA. 65+78.31 PROP. MH #9 RIM = 568.54 PROP. PERMANENT EASEMENT (TYP.) STA. 66+50.50 PROP. MH #10 RIM = 569.97 PERMANENT SANITARY SEWER EASEMENT (TYP.) i 68+00 / 01 LOT #1: > FRANCIS LYLE wife, JOAN ARE I P.I.N. 5509- DB. 563, P MB.17, m m m m 69+00 70+00 PERMANENT AS -GRADE CROSSING (SEE SHEET EC-17) CROSS UNDER EXIST. 30" SANITARY SEWER STA. 68+49.61 ROP. MH #101 RIM = 565.73 MATCHLINE STA. 70+00 (SEE SHEET SS-31) PRELIMINARY PLANS NOT FOR CONSTRUCTION o : of off., ti ra SEAL r 036837 1 = c►N�, 12/04 20 GRAPHIC SCALES HORIZONTAL 20 40 1 inch = 40 ft VERTICAL 0 2 4 cinch = 4ft PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NOI PHASE 2: PLAN & PROFILI REVISIONS PER 0&D REVIEW 12/04/2020 a Apprvd. Date: 07/13/20 Chkd: M L H Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: SS-30 5/13/2022 1:22 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-31.DWG 580 580 570 ' A I CO Wh 100-YR FLOODPLAIN (TYP.) VENT ELEV. = 574 89 EXIST. GRADE (TYP.) II P P +59.6• ROP. VENTED ER DETAIL 1 RIM = 56 6.23 MH #103 B 2 '4 co h%�(12 cri h pet to "ICh �•jO11 00 (i) (/) 040 0 PRELIMINARY PLANS NOT FOR CONSTRUCTION NOTES: 1. THE TOWN OF HARRISBURG AND CITY OF CONCORD SHALL BE CONTACTED PRIOR TO PERFORMING WORK WITHIN RESPECTIVE EASEMENT LIMITS. NO WORK TO BE PERFORMED WITHOUT NOTIFICATION. Nt A O I II N h ILJ II 570 • 560 560 CROSS UNDER EXIST. 8" SAN. SEWER PER DETAIL 2-B i I T29- 70 LF PROP. 36" FR - SAN. SEWER 00. .�G 87.3 AA rxc)P. 36 FRP V SEWER 00.1 • ON CODDLE CREEK CREEK BED (TYP.) -V.. PROP. 36" FRP SAN. SEWER 00.10X ii 54 0 71-F00 SSF CROSS UNDER CONCORD EXIST. 8" SAN. SEWER PER DETAIL (2-B), SEE NOTE 1 THIS SHEET R/W PERMANENT SANITARY SEWER EASEMENT (TYP.) 77+00 (6oRkE FN cyT o FOGY 'fit') STA. 77+50.14 PROP. MH #10 RIM = 566.14 FL IN=548.05 — 36" FL O10=548.05 — 36" 72+00 ACCESS VIA HEDEMORE COURT (SEE SHEET EC-18) PROP. ACCESS EASEMENT (TYP.) STA. 71+72.31 —PROP. MH #10 RIM = 565.88 0 FEMA FLOODWAY (TYP.) 73+00 100-YR FLOODPLAIN (TYP.) 0 74±00 Q' 6ti \p Q \OQG 6�3' OF OF 75±00 PROP. TEMPORARY CONSTRUCTION EASEMENT (TYP.) PROPERTY LINE (TYP.) FL SJ _ OUT=548.44 — 36 76+00 OF OF DUKE ENERGY RIGHT-OF-WAY (TYP.) EXIST. SANITARY SEWER TO REMAIN IN PLACE (TYP.) 565 STA. 75+59.66 PROP. MH #10 = 566.23 • FL I 53.73 — 36 37.49 LF X/S SAN. SEWER 0 20X SEE DETA L 1-M FOR FLOWLINE INVERT ELEVATIONS I I I FL IN=54-, 6 — 3 6" FL OUT=5 8. • 3 78—F00 0 6" 550 585 06'05"E 29.47' 29. 47 —PROP. LF 36" DIP SAN. SEWER 90.1 qX i 79+00 STA. 77+7.61 PROP. DIVERSION STRUCTURE #105 -PER DETAIL 1—M /RIM = ,5.63 / - kt SSA - END PHASE 2 CONSTRUCTION AT EXIST. MANHOLE 010288 0 540 80+00 `,`,,11III,,,// •. SEAL r` a 036837 . = GRAPHIC SCALES HORIZONTAL O 20 40 11 1 inch = 40 ft VERTICAL O 2 4 finch =oft PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 TY, NOI PHASE 2: PLAN & PROFILI REVISIONS PER G&D REVIEW PER EASEMENT NEGOTIATIONS 0 co 1 05/13/2022 E Apprvd. Date: 05/13/22 Chkd: M L H Dryyn: R H K Scale: 1"=40' Project No.: 2018-188 Sheet: SS-31 3 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\NCDOT ENCHROACHMENT\ROCKY RIVER RD TEMP DRIVEWAY 1\NCDOT TEMPORARY DRIVEWAY - PLAN & PROFILE.DWG 3/9/2021 3:28 PM 570 570 3.5' 560 550 540 535 1 +00 2+00 LINE OF SITE EXISTING GROUND ALONG LINE OF SIGHT FROM CABARRUS COUNTY GIS DATA AND LIMITED SURVEY 3+00 DRIVER LINE OF SIGHT 1 PROFILE 2-3" WASHED STONE MIN. 6" THICKNESS PROP. GRADE VARIES PLAN KEY IN FILTER FABRIC 3" NCDOT TYPE 4 FILTER FABRIC COMPACTED SUBGRADE SECTION TEMPORARY DRIVEWAY DETAIL Mla RIW RfW RlW CENTER OF EXIST. NORTH BOUND TRAVEL LANE RIW w'fe �� A NE TH P. �. N R/011 1 /-/DMPSON Dg 47� �4�/1��95 G 742 - 5 5 60 50 DRIVER'S EYE 3.5' ABOVE GRADE Ilk 3.5' 5 - Or' PROP. PERMANENT DRIVEWAY GRADE ELEV. = 542' 5 5 5 4+00 M/a DRIVER LINE OF SIGHT 1 4-F50 PROP. TEMPORARY DRIVEWAY AND ASSOCIATED GRADING FOR SANITARY SEWER CONSTRUCTION ACCESS SEE DETAIL THIS SHEET DRIVER LINE OF SIGHT 15' FROM EOP RAN11/4 OHE 560 560 55 550 DRIVER'S EYE 3.5' ABOVE GRADE LINE OF SITE 3.5' - 3.5 PROP. PERMANENT / DRIVEWAY GRADE ELEV. = 542' 540 540 EXISTING GROUND ALONG LINE OF SIGHT FROM CABARRUS COUNTY GIS DATA AND LIMITED SURVEY 530 5-F00 OHE EXIST. EDGE OF PAVEMENT 6+00 7+00 DRIVER LINE OF SIGHT 2 PROFILE OHE 7 8+00 PROP. TEMPORARY DRIVEWAY AND ASSOCIATED GRADING FOR SANITARY SEWER CONSTRUCTION ACCESS TO BE APPLIED FOR UNDER - SEPARATE DRIVEWAY PERMIT Y RIVER RD SR-113-9) (60' RIGHT-OF-WAY) -HE 530 9-F00 4' CENTER OF EXIST. SOUTH BOUND TRAVEL LANE DRIVER LINE OF SIGHT 2 NCDOT NOTES: 1. ROCKY RIVER ROAD (SR1139) SPEED LIMIT = 45 MPH 2. TRAFFIC CONTROL FOR DRIVEWAY INSTALLATION SHALL BE IN ACCORDANCE WITH NCDOT 1101.02 • 3. CONTRACTOR SHALL INSTALL A 15-INCH RCP DRIVEWAY PIPE AND GRADE DITCH AT THE DIRECTION OF NCDOT AND BASED ON FIELD CONDITIONS IN ORDER TO PREVENT RUNOFF FROM 4. AT COMPLETION OF PROJECT CONTRACTOR TO REMOVE TEMPORARY DRIVEWAY AND RESTORE AREA BACK TO ORIGINAL GRADES. M/a / And 03/09 21 GRAPHIC SCALES HORIZONTAL 0 20 40 11 1 inch = 40 ft VERTICAL 0 4 finch =4ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 EMPORARY DRIVEWAY TY, NOI REVISED PER NCDOT REVIEW COMMENTS REVISED PER INTERNAL REVIEW 11/17/2020 03/09/2021 Q Apprvd. Date: 10/27/20 Chkd: M L H DrWn: MLH Scale: 1"=40' Project No.: 2018-188 Sheet: DW—T 1 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\NCDOT ENCHROACHMENT\ROCKY RIVER RD TEMP DRIVEWAY 2\NCDOT TEMPORARY DRIVEWAY - PLAN & PROFILE.DWG 3/9/2021 3:31 PM 570 570 3.5' 560 550 540 1 +00 MI LINE OF SITE EXISTING GROUND ALONG LINE OF SIGHT FROM CABARRUS COUNTY GIS DATA AND LIMITED SURVEY 2+00 3+00 DRIVER LINE OF SIGHT 1 PROFILE 2-3" WASHED STONE MIN. 6" THICKNESS PROP. GRADE VARIES PLAN KEY IN FILTER FABRIC 3" NCDOT TYPE 4 FILTER FABRIC COMPACTED SUBGRADE SECTION TEMPORARY DRIVEWAY DETAIL R/W NE TH =N w OMPso,, 27_47 H0A7t �s0& 7, PG 59 CENTER OF EXIST. NORTH BOUND TRAVEL LANE R/W OHE DRIVER LINE OF SIGHT 1 N N 560 550 DRIVER'S EYE 3 5' ABOVE GRADE 540 PROP. TEMPORARY M DRIVEWAY GRADE ELEV. = 538' 3.5' - i 5 5 4+00 4+50 OHE EXIST. EDGE OF PAVEMENT 560 560 50 550 3.5' DRIVER'S EYE 3.5' ABOVE GRADE 540 3.5' PROP. TEMPORARY DRIVEWAY AND ASSOCIATED GRADING FOR SANITARY SEWER CONSTRUCTION ACCESS TO BE APPLIED FOR UNDER SEPARATE DRIVEWAY PERMIT OHE PROP. TEMPORARY z DRIVEWAY GRADE 5J5 ELEV. = 538' i/ i 5+00 /7 LINE OF SITE 6+00 -EXISTING GROUND ALONG LINE OF SIGHT FROM CABARRUS COUNTY GIS DATA AND LIMITED SURVEY 7+00 140 DRIVER LINE OF SIGHT 2 PROFILE DRIVER LINE OF SIGHT 15' FROM EOP PROP. TEMPORARY DRIVEWAY AND ASSOCIATED GRADING FOR SANITARY SEWER CONSTRUCTION ACCESS SEE DETAIL THIS SHEET E 5- 545- M/ii 8+00 NCDOT NOTES: 1. ROCKY RIVER ROAD (SR1139) SPEED LIMIT = 45 MPH 2. TRAFFIC CONTROL FOR DRIVEWAY INSTALLATION SHALL BE IN ACCORDANCE WITH NCDOT 1101.02 3. CONTRACTOR SHALL INSTALL A 15-INCH RCP DRIVEWAY PIPE AND GRADE DITCH AT THE DIRECTION OF NCDOT AND BASED ON FIELD CONDITIONS IN ORDER TO PREVENT RUNOFF FROM COLLECTING. 4. AT COMPLETION OF PROJECT CONTRACTOR TO REMOVE TEMPORARY DRIVEWAY AND RESTORE AREA BACK TO ORIGINAL GRADES. 9+00 CONSTRUCTION ENTRANCE UTILIZING EXIST. DRIVEWAY DRIVER LINE OF SIGHT 2 / CENTER OF EXIST. SOUTH 0 35 BOUND TRAVEL LANE M/a o• � M/a aoF o4/.s_ SEAL 036837 = GIN�� p,�` M/a 03/0921 M/ GRAPHIC SCALES HORIZONTAL 0 20 40 1 inch = 40 ft VERTICAL 0 4 finch =4ft. PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 EMPORARY DRIVEWAY TY, NOI REVISED PER NCDOT REVIEW COMMENTS REVISED PER INTERNAL REVIEW 11/17/2020 03/09/2021 Apprvd. Date: 10/27/20 Chkd: M L H DrWn: MLH Scale: 1"=40' Project No.: 2018-188 Sheet: DW-T2 7/23/2020 2:41 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS.DWG NOTES: 1, THIS DETAIL UTILIZED FOR DIMENSIONS OF 6-FOOT, 8-FOOT, AND 10-FOOT MANHOLES. 2. REFER TO WSACC STANDARD SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3. TINDALL T-SERIES BASES OR OTHER PRE -APPROVED ALTERNATIVE BASE CONFIGURATIONS SHALL BE ACCEPTED AS EQUAL TO THE BASES SPECIFIED. 4. THE NUMBER OF JOINTS SHALL BE MINIMIZED. 5. MANHOLE TRANSITIONS FROM 6-FT DIAMETER OR LARGER MANHOLE BASE SECTIONS TO 5-FT DIAMETER RISERS SHALL BE ALLOWED. ECCENTRIC FLAT SLAB REDUCER OR ECCENTRIC CONES SHALL BE USED TO MAKE ANY TRANSITION. IN NO CASE SHALL THE SMALLEST BARREL SIZE BE LESS THAN 5-FT DIAMETER. AT LEAST 5-FT OF VERTICAL CLEARANCE SHALL BE MAINTAINED ABOVE THE PIPE CROWN BEFORE TRANSITIONING TO A SMALLER DIAMETER RISER, DOLTN COMPOSITE FRAMEANDAND COVER FINISHED GRADE VARIES 1 . R11 111 11-11I -I 1I-I11 ,- 'II II II II III- •,--- 5'-0" MIN. -•: -III-I'" ITIn = 1=I I .; 11 : 1 .1 :i1.f =1... MH STEPS ". 15" 0. C. 1'-0" i 7'-0" MIN. «.4 f 11 `/. RISER UNIT 1'-0" )'-4" VARIES BASE UNIT VARIES FLAT SLAB SECTION TO TRANSITION TO MINIMUM 5-FOOT DIAMETER RISER MANHOLE BASE DIAMETER & CONFIGURATION AS REQUIRED TO ALLOW FOR INSTALLATION OF PIPE *APPROVED FLEXIBLE MANHOLE CONNECTOR (ROUND MANHOLE, TINDALL T-SERIES OR SHAPED APPROVED EQUAL) INVERT FLEXIBLE WATERTIGHT, SYNTHETIC RUBBER SLEEVES, WITH STAINLESS STEEL CLAMP; DRAW BOLT AND NUT; OR CAST -IN SLEEVE; OR "A" LOCK CONNECTION SHALL BE FURNISHED FOR EACH PIPE TO MANHOLE CONNECTION SCALE: NTS STANDARD MANHOLE DETAIL 1-A MANHOLE CUT IN ON EXIST. MAIN DETAIL 1-E HEIGHT OF VENT 1/4" ELEV SHOWN ON PLANS 2'-O" ABOVE 100 YEAR FLOOD PLAIN 45. STRAPPED LEG NI- O III -' z 3/8" STEEL CAP NOTES: 1. VENT PIPE SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02605. 2. VENT OPENING TO POINT DOWNSTREAM 3. TWO 3" X 3/8" STEEL STRAPS, AND 5/8" X 4" EXPANSION ANCHOR BOLTS SHALL BE USED TO SECURELY ANCHOR VENT. 4. THE FOLLOWING TABLE SHALL BE USED TO DETERMINE THE LENGTH OF THE STRAPPED LEG: HEIGHT OF VENT PIPE LENGTH OF STRAPPED LEG UP TO 6.00' 3.00' 6.01' TO 8.00' 4.00' 8.01' TO 10.00' 5.00' 10.01' TO 12.00' 6.00' OVER 12.01' 7.00' SCALE: NTS STANDARD VENT DETAIL 1-B } 12" BEDDING (NOTE 3) FOUNDATION (NOTE 2) NOTES: EXIST. GROUND URFACE COMPACTED yf BACKFILL I TYPE 4 GEOTEXTILE FABRIC (NOTE 7) STRUCTURAL FILL PER SPECIFICATION 02220 UNDISTURBED EARTH 1. 12" MINIMUM COVER OVER THE CROWN OF THE PIPE WITH SPECIFIED BACKFILL MATERIAL. THE MAXIMUM COVER SHALL NOT EXCEED 1/2 THE DIAMETER OF THE PIPE. 2. FOUNDATION STONE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE. 3. 4" TO 6" BEDDING UNDER THE PIPE. 4. CLEAR DISTANCE NOT LESS THAN 12" EACH SIDE. 5. INITIAL BACKFILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED. INITIAL BACKFILL SHALL CONTAIN NO MATERIAL OVER 1 1/2" IN DIAMETER, FROZEN, ORGANIC, LUMPS, OR DEBRIS. 6. COMPACTED BACKFILL SHALL BE COMPACTED TO 85% STANDARD PROCTOR DENSITY WHERE IN PIPELINE EASEMENT AREAS NOT SUBJECT TO REGULAR VEHICLE LOADS. 7. WHEN UNSTABLE SOILS ARE ENCOUNTERED, TRENCH SECTION SHALL BE LINED WITH TYPE 4 GEOTEXTILE FABRIC AT THE DIRECTION OF THE ENGINEER. SCALE: NTS PVC & FIBERGLASS PIPE EMBEDMENT DETAIL 1-F MASONRY BULKHEAD PER NCDOT 840.71 FINISHED GRADE I W_ 2'-0" MAX EACH EN WELDED STEEL 7CA- SING OR TUNNEL CARRIER PIPE AS SPECIFIED T CASING SPIDERS © 9' O.C. MAX. SPACERS TO BE FABRICATED AFTER BORE IS COMPLETE. DIMENSION AS NECESSARY TO PROVIDE DESIGN SLOPE OF SANITARY SEWER. OTES: i CLEAR DIAMETER AS NOTED ON PLANS 1. CASING SHALL MEET THE REQUIREMENTS OF N.C. DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 2. CASING SPIDERS SUCH AS THOSE MANUFACTURED BY SPIDER MANUFACTURING, INC. OR OTHER APPROVED EQUAL SHALL BE INSTALLED IN THE CASING. 3. MIN. 3 SPACERS PER CARRIER PIPE SECTION. 4. THE ANNULAR SPACE BETWEEN THE CASING PIPE AND DIP CARRIER PIPE SHALL BE SEALED ON BOTH ENDS WITH A BULKHEAD AS SHOWN. 5. THE ANNULAR SPACE SHALL BE FILLED WITH FLOWABLE FILL OR GROUT AFTER COMPLETION OF SUCCESSFUL FINAL TESTING OF CARRIER PIPE. SCALE: NTS CASING SPIDER DETAIL 1-C BREAK OUT EXISTING PIPE AND GROUT. ENLARGE OPENING AS NECESSARY TO PROVIDE 1" MIN. OF NEW GROUT. ROUGHEN AND CLEAN INSIDE FACE OF OPENING. APPLY EPDXY BONDING COMPOUND AND INSTALL NEW PIPE WITH 1" MIN. NON -SHRINK GROUT ALL AROUND. MATERIAL TO BE SIKA OR EQUAL. EXIST INVERT BENCH EXISTING MANHOLE SIDEWALL 15" MIN. CONCRETE COLLAR AROUND CONNECTION. SEE STANDARD MANHOLE DETAIL. ti " MIN. ALL AROUND (TYP.) NEW 48" FRP SEWER PIPE REFER TO PIPE EMBEDMENT DETAIL ROUGHEN AND CLEAN OUTSIDE OF MANHOLE WALL. APPLY EPDXY BONDING COMPOUND AND INSTALL CONCRETE COLLAR NOTE: 1. THIS DETAIL SHALL BE USED FOR CONNECTING NEW SEWER MAIN TO AN EXISTING MANHOLE WHEN THE FLEXIBLE MANHOLE SLEEVE IS NOT FEASIBLE. PIPE CONNECTION TO EXISTING MANHOLE WITH CONCRETE COLLAR DETAIL 1-G REMOVE FRAME & COVER AND RETURN TO CITY AT A DESIGNATED LOCATION. REMOVE TOP SECTION OF MANHOLE SEE NOTE 3 EXISTING BRICK OR BLOCK MANHOLE WALL EXISTING BENCHING :a • • e • 'd'• PRELIMINARY PLANS NOT FOR CONSTRUCTION ECCENTRIC CONE SECTION SEE NOTE 2 SEE NOTE 5 SEE NOTE 4 km- MANHOLE DIAMETER ~-1 NOTES: VARIES SEE NOTE 2 1. REFER TO THIS DETAIL WHEN ABANDONING EXISTING MANHOLES IN PLACE. 2. THIS DETAIL DEPICTS AN EXISTING BRICK/BLOCK MANHOLE WITH A TYPICAL CHIMNEY SECTION. MANHOLE SHAPES AND DIAMETERS WILL VARY. 3. REMOVE THE UPPER PORTION, INCLUDING CONE SECTION OF STRUCTURES TO A DEPTH OF AT LEAST 1 FOOT BELOW SUBGRADE IN PAVED AND FOUNDATION AREAS. FOR ALL OTHER AREAS, REMOVE ALL OF THE CONE SECTION TO A DEPTH OF 3 FEET BELOW FINISHED OR EXISTING GRADE, WHICHEVER IS LOWER. THE BOTTOM OF STRUCTURES SHALL BE BROKEN OR PERFORATED TO PREVENT THE ENTRAPMENT OF WATER. 4. SEAL ALL CONDUITS CONNECTION TO THE STRUCTURES OR ENDS OF CONDUIT TO BE ABANDONED WITH A WALL OF CONCRETE NOT LESS THAN 6 INCHES THICK OR AN 8-INCH WALL OF BRICK AND MORTAR. PIPE PLUGS ARE INCIDENTAL TO THE COST OF MANHOLE ABANDONMENT. 5. FILL STRUCTURAL VOIDS WITH FLOWABLE FILL OR CRUSHED STONE COMPACTED TO 90� OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DEFINED BY ASTM D698. 6. BACKFILL AND COMPACT REMAINDER OF TRENCH WITH SUITABLE BACKFILL. IN CONFORMANCE WITH STANDARD SPECIFICATIONS. SCALE: NTS MANHOLE ABANDONMENT DETAIL 1-D 09 0 =; a SEAL r• :v 036837 07/13 20 PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 NTY, NOI ETAI Apprvd. Date: 07/13/20 Chkd: SMM DrWn: M L. H Scale: Project No.: 2018-188 Sheet: D-1 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS. DWG 3/4/2022 9:56 AM COMMON FILL PER SPECIFICATION 02220 (NOTE 3) BEDDING (NOTE 1) FOUNDATION (NOTE 2) EXIST. GROUND SURFACE COMPACTED BACKFILL STRUCTURAL FILL PER SPECIFICATION 02220 UNDISTURBED EARTH NOTES: 1. 4" TYPICAL, 6" DEPTH IF IN ROCK. 2. FOUNDATION STONE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE. 3. INITIAL BACKFILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED. INITIAL BACKFILL SHALL CONTAIN NO MATERIAL OVER 1 1/2" IN DIAMETER, FROZEN LUMPS, OR DEBRIS. 4. COMPACTED BACKFILL SHALL BE COMPACTED TO 85% STANDARD PROCTOR DENSITY WHERE IN PIPELINE EASEMENT AREAS NOT SUBJECT TO REGULAR VEHICLE LOADS. SCALE: NTS DUCTILE IRON SEWER PIPE EMBEDMENT DETAIL 2—A NO. 4 BARS 3" J 6" - NO. 4 BARS CONC. PLACED ON UNDISTURBED SOIL AS DETERMINED BY THE ENGINEER 36" TO 48" DIP W 36" TO 48" DIP \\\„/// i CARRIER PIPE DIA. THICKNESS (T) WIDTH (W) HEIGHT (H) # REBAR EA. SIDE 30" 36" 48" 2' 2' 3' 6' 7' 8' 6' 7' 8' 4 4 6 NOTES: 1. FORMS NOT REQUIRED BELOW SPRING LINE. CONCRETE MAY BE PLACED AGAINST SHAPED BANKS IN LIEU OF FORMS SCALE: NTS 36" TO 48" ANTI FLOATATION COLLAR DETAIL 2—D FERNCO LDCX SERIES COUPLING (IF REPLACING SEWER) CONCRETE COLLAR (IF REPLACING SEWER) SEE INSET FOR REBAR CONFIGURATION EXIST. SAN. SEWER PIPE OR NEW REPLACEMENT PIPE, DIAMETER VARIES 12" MIN. EXIST. SAN. SEWER PIPE EXIST. GROUND SURFACE EXIST. SAN. SEWER PIPE OR NEW REPLACEMENT PIPE, DIAMETER VARIES #57 STONE BEDDING TYPE 4 GEOTEXTILE FABRIC EXIST. GROUND SURFACE EXIST. SAN. SEWER PIPE OR NEW REPLACEMENT PIPE, - DIAMETER VARI CONCRETE COLLAR (IF REPLACING SEWER) SEE INSET FOR REBAR CONFIGURATION EXIST. SAN. SEWER PIPE ` I FERNCO LDCX SERIES COUPLING (IF REPLACING SEWER) #57 STONE BEDDING TYPE 4 GEOTEXTILE FABRIC PLAN VIEW SECTION A EXIST. SAN. SEWER PIPE TRENCH LIMITS FOR r NEW PIPE (TYP.) NEW 36" TO 48" FRP OR DIP SAN. SEWER TRENCH LIMITS FOR REPLACEMENT PIPE (TYP.) COMPACTED BACKFILL COMPACTED BACKFILL 12" MIN. EXIST. SA SEWER P 12" MIN. J NEW SAN. SEWER PIPE BEDDING PER PROJECT SPECIFICATIONS SECTION B TRENCH WALL 6 EXIST. SAN. SEWER PIPE 0 VARIES (SEE "SS" SHEETS) NO. 4 BARS 3" COVER 3" COVER VARIES PLAN VIEW EXIST. SAN. SEWER PIPE 0 VARIES (SEE "SS" SHEETS) 3" COVER NO. 4 BARS 3" COVER NOTES: VARIES SECTION VIEW CONCRETE COLLAR REBAR CONFIGURATION VARIES VARIES 1. SEWER PIPE GO -UNDER DETAIL IS TO BE USED IN ALL INSTANCES IN WHICH THE NEW SEWER MAIN CROSSES UNDER AN EXISTING SEWER MAIN. 2. NO ACTIVE FLOW SHALL BE ALLOWED IN THE EXISTING SEWER MAIN WHILE EXCVATING UNDER THE EXISTING MAIN. CONTRACTOR SHALL BYPASS PUMP AS REQUIRED. 3. CONTRACTOR MAY ELECT TO LEAVE THE EXISTING MAIN IN ' PLACE DURING INSTALLATION OF NEW TRUNK SEWER HOWEVER: a. CONTRACTOR SHALL PROTECT AND SUPPORT EXISTING PIPE. b. PRIOR TO BACKFILLING THE TRENCH THE ENGINEER 4 SHALL INSPECT THE EXISTING MAIN TO DETERMINE IF ) EXISTING PIPE ACHIEVES PROPER GRADE AND IS IN SATISFACTORY CONDITION. NO SAGS WILL BE 1, ALLOWED. c. IF EXISTING PIPE IS NOT IN SATISFACTORY CONDITION, PIPE REPLACEMENT PER THE DETAIL WILL BE REQUIRED. 4. CONTRACTOR TO BACKFILL WITH #57 STONE AND LINE TRENCH WITH TYPE 4 GEOTEXTILE FABRIC PER SECTION A, THIS DETAIL. 5. CONCRETE COLLARS AND COUPLINGS ARE TO BE INSTALLED ONLY WHEN NEW SEWER PIPE IS REQUIRED. 6. IN THE EVENT THAT THE CONTRACTOR BENCHES OR SLOPES BACK TRENCH WALLS, ADDITIONAL NEW PIPE MAY BE REQUIRED (GREATER THAN 20'). NO ADDITIONAL PAYMENT SHALL BE MADE. 7. CCTV INSPECTION OF THE GO -UNDER INSTALLATION WILL BE REQUIRED PRIOR TO PAYMENT. SEWER PIPE GO —UNDER DETAIL 2-6 Wilicrifte,WW/# 18"MIN. 12"MIN. A —1.-I 12" I'7L A COLLAR (CLASS "A" CONCRETE) 6"MIN. INTO UNDISTURBED EARTH (TIP.) NEW 48" FRP OR PVC a STABILIZATION STONE (TIP.) PLAN TRENCH WIDTH DUCTILE IRON SEWER MAIN CONCRETE ANTI -SEEPAGE L. 6"MIN. INTO L_ J SECTION A - A UNDISTURBED EARTH ALL SIDES STABI LIZATION STONE SCALE: NTS ANTI SEEP COLLAR DETAIL 2—E PROP. MANHOLE 36" TO 48" DIP PUSH ON JOINT /( 8' ANTI FLOTATION COLLAR PER DETAIL 2—D LOCATED 5' FROM END OF RJ DIP TOP CREEK C/L V TOP STREAMBANK RESTORATION AS NOTED PER PLAN i PRELIMINARY PLANS NOT FOR CONSTRUCTION RESTRAINED JOINT PIPE (HP—LOK, LOK—RING JOINT OR EQUAL) PER PROJECT SPECIFICATIONS LIMITS OF PAY ITEM NOTES: 1. DETAIL BASED ON ASSUMED 20' PIPE LENGTHS. ADJUSTMENTS TO BE MADE PER ACTUAL PIPE LENGTH. 2. DUCTILE IRON PIPE PER WSACC SPECIFICATIONS. 3. DUCTILE IRON PIPE SHALL HAVE RESTRAINED JOINTS WITH MAXIMUM 1/2 DEGREE DEFLECTION. 4. DUCTILE IRON PIPE SHALL BE USED FROM MANHOLE TO MANHOLE PER WSACC SPECIFICATIONS. 5. CLASS 52 DIP REQUIRED FOR BURIED STREAM CROSSING. 36" TO 48" DIP PUSH ON JOINT SCALE: NTS BURIED STREAM CROSSING — 36" & 48" SEWER DETAIL 2—C HOB ONIMVHa aHdaNd1S HSI1ON3 SHEET I OF I 840.71 SECTION OF MASONRY PIPE PLUG QUANTITIES PIPE CUBIC SIZE YARDS 12" 0.029 15" 0.045 18" 0.065 24" 0.116 30" 0.182 38" , 0.282 42" 0.356 48" 0.465 54" 0.589 60" 0.727 88" 0.880 0 • • °: •0 c1L"�' ••• • t•; • , o • lr 0 • •• •�.. 0 Q ••O ••O NOTE: EITHER BRICK MASONRY OR CONCRETE MAY BE USED. CONCRETE BRICK MAY BE USED IN LIEU Of CLAY BRICK. JUMBO BRICK WILL BE PERMITTED. SECTION OF CONCRETE PIPE PLUG NOTE: CONCRETE FILL USE PAY LIMITS (C.Y.) FOR PIPE PLUGS 12" IN THICKNESS ONLY. z aw 1.1 Q ZeitMO Qa W J X" 1-4 z CO /Th. O � 004 1 ? ICI ENGLISH STANDARD DRAWING FOR SHEET I OF I 840.71 CONCRETE AND BRICK PIPE PLUG DETAIL 2—F ' CARD ti Q. SEAL r•: 036837 :• PREPARED BY: 4 Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 NTY, NOI ETAI REVISIONS PER G&D REVIEW REVISIONS PER HARRISBURG REVIEW 02/16/2022 0 1 as Apprvd. Date: 07/13/20 Chkd: SMM Drwn: M L u fl Scale: Project No.: 2018-188 Sheet: D— 2 S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS. DWG 3/9/2021 3:42 PM EXTEND RIPRAP 20 LF BEYOND TOP OF BANK STREAM NOTES: 1, ADDITIONAL MEASURES MAY BE REQURIED PER THE CITY ENGINEER BASED ON SPECIFIC SITE CONDITIONS. GENERAL NOTES: 1, UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. NOTES 1. REMOVE THE STRUCTURE WHEN NO LONGER NEEDED. (NOT TO EXCEED 1 YEAR). 2. AS A MINIMUM, DESIGN THE STRUCTURE TO PASS 2 YEAR PEAK FLOW WITHOUT OVERTOPPING. 3. ENSURE THAT DESIGN FLOW VELOCITY AT THE OUTLET OF THE CROSSING STRUCTURE IS NON -EROSIVE FOR THE RECEIVING STREAM CHANNEL. EXTEND RIPRAP 20 LF BEYOND TOP OF BANK 6" WASHED STONE LINE CREEK BOTTOM WITH FILTER FABRIC. TOP BANK RIP RAP 1/2 PIPE DIA. OR 12" WHICHEVER IS GREATER. RIP RAP ENGINEER TO SIZE PIPE (SEE NOTE 2) PROVIDE PIPE SIZE, INVERTS, SLOPE AND MATERIAL FOR EACH CROSSING. SCALE: NTS TEMPORARY CULVERT STREAM CROSSING DETAIL 3-A 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 4, PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. NCDOT #5 OR #57 WASHED STONE SCALE: NTS TEMPORARY INLET PROTECTION DETAIL 3-E 1/4 SUPPORTED WATER DIVERSION 1/4 SUPPORTED IBRIDGEMAT NOTES: BRIDGEMAT SECTION A -A 1/4 SUPPORTED WATER DIVERSION --STREAM BANK BRIDGE MAT SEGMENTS BRIDGEMATS ARE HEAVY WOOD OR STEEL PANELS PLACED OVER A STREAM OR DITCH CHANNEL, USUALLY FOR TEMPORARY CROSSING. OTHER NAMES INCLUDE DRAGUNE MATS, SKIDDER BRIDGES OR PONTOONS. WHEN BRIDGEMATS ARE CAREFULLY INSTALLED, USED, AND REMOVED, THEY TYPICALLY DO A VERY GOOD JOB OF PROTECTING WATER QUALITY. BMPS FOR BRIDGEMATS 1. WHEN SITE CONDITIONS ALLOW, SELECT A STREAM CROSSING LOCATION THAT HAS THESE CHARACTERISTICS: - NARROW CHANNEL WIDTH. - FIRM, STABLE STREAMBANKS. - SOLID FOOTING ON EITHER SIDE TO SUPPORT BRIDGEMATS AND EQUIPMENT. - HIGH, LEVEL GROUND ON EACH SIDE. 2. CREATE A SOLID -SURFACE CROSSING THAT PROVIDES A BARRIER OVER THE CHANNEL TO MINIMIZE DEBRIS, SOIL, AND OTHER MATERIALS FROM FALLING INTO THE WATER. 3. KEEP EQUIPMENT OUT OF THE CHANNEL DURING INSTALLATION AND REMOVAL OF THE CROSSING UNLESS DOING SO IS NECESSARY FOR HANDLING THE BRIDGEMATS. MINIMIZE THE AMOUNT OF OVER -HANG FROM LOGS, TREES, OR TRUCKS/TRAILERS THAT MAY DISTURB THE CHANNEL OR APPROACHWAYS. 4. CONTROL RUNOFF AND/OR CAPTURE SEDIMENT ON THE APPROACHWAYS. SEE PART 1 AND PART 2 OF THIS CHAPTER FOR POSSIBLE OPTIONS. 5. AS NEEDED. PERIODICALLY INSPECT THE CROSSING AND TAKE ACTION TO PROVIDE FOR SAFETY WHILE PROTECTING WATER QUALITY FROM RUNOFF. DEBRIS. SOIL, OR OTHER POTENTIAL POLLUTION FACTORS. 6. STABILIZE THE APPROACHWAYS AND CROSSING LOCATION IN ACCORDANCE WITH FPG .0203 AND .0209 OF THE NC FOREST SERVICE. SCALE: NTS TEMPORARY BRIDGE MAT STREAM CROSSING DETAIL 3-C Station' Within FEMA Floadplain (YIN M PI pe DI a. (in) LIPS -MEAN! PSTREAN! CAW NSTREAM Stream Centre/line Elev_ Top of Bank Elevation 1 Top of Bank Elevation 2 Pipe Invert Elev_ Road Centerline Elev. Tops of WaII Elev_ Stream Centerline Elev_ Top of Ba ri k Elevation 1 Top of Bank Edleaati on 2 Pipe Invert Elev. Road Centerline Elev. Top of Wall Elev. 11r2S Y 12 S26.3 531.4 530.5 525.3 530.3 530.1 525.R 530.9 531.7 524.R 529.R 529.6 40+7 5 Y . t 530.7 534.7 534.E 5 2-9 7 534. 7 534.5 529.6 53.48 5.1. 7 528.6 53 3. 6 5334 158+.50 P1 30 568.0 570.0 570.0 567.0 571.0 570.8 568.0 570.0 57D.0 567.0 572.0 570.8 185+2 5 Y 36 551.1 555.1 555,2 550 1 5 54, 6 554,4 550, 554.9 555,2 549,4 554,4 55 3, 7 CMP ENDWALL SIZE VARIES DIAMETER VARIES (SEE "EC" SHEETS) PLAN VIEW MIN. 6" NCDOT CLASS A STONE MIN. 6" NCDOT #5 OR #57 WASHED STONE CMP CULVERT DIAMETER VARIES (SEE "EC" SHEETS) CMP ENDWALL (BEHIND) SIZE VARIES VARIES 1'-0" MIN. VARIES SECTION A -A VARIES PERMANENT CULVERT STREAM CROSSING DETAIL 3-6 *FILL AND ARMORFLEX MATTRESSES (OR APPROVED EQUAL) PLACED IN STREAM BED SHALL NOT EXCEED THE ORIGINAL STREAM BED ELEVATION UNLESS APPROVED BY THE ENGINEER. SURFACE FLOW DIVERTED BY SWALE •��• . "'� 'eifiriiiimg STABILIZE STREA BA K PER PLA ARMORFLEX OR APPROVED EQUAL OVER RIP -RAP* X' GRADE '111111111111111111111111111111111111 11 ' • 4. a t s s �4!1' -a"•> �IyhlihlylyhlihlylyIV:it RIP -RAP - MAXIMUM SLOPE OF CREEK APPROACH 1:5 (V:H) ARMORFLEX OR APPROVED EQUAL - NEW ROAD - ORIGINAL STREAM BED AGGREGATE BED OVER GEOTEXTILE FILTER CLOTH L (AREA OF CHANNEL FLOW) SITE SPECIFIC GE❑TEXTILE ARMORFLEX MATTRESSES 18" CLASS B RIP RAP UNDER #57 STONE X' % GRADE PRELIMINARY PLANS NOT FOR CONSTRUCTION .411111111111111111111111111111111111111111lir .sa�ss:sr.•a�s:.s_.a:s. COMPACTED SUB -GRADE TENSAR BX 1200 PERMANENT AT GRADE STREAM CROSSING DETAIL 3-D SCALE: NTS NOTES: 1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO A MINIMUM. 2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING THE STREAM. 3. KEEP STREAM CROSSING AT RIGHT ANGLES TO THE STREAM FLOW. 4. APPROACH SLOPE TO CENTER LINE OF CROSSING SHALL BE NO GREATER THAN 20%. 5. INVERT OF CULVERT MUST BE INSTALLED 12" LOWER THAN EXISTING STREAMBED TO ALLOW FOR AQUATIC ORGANISM PASSAGE PER NATIONWIDE PERMIT 12. 6. GRANULAR BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1. 7. BEDDING TO CONSIST OF LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1. LEAVE SECTION DIRECTLY BENEATH PIPE UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL ACCOMPLISH COMPACTION. 8. SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER. CMP ENDWALL (BEHIND) TOP OF BANK ELEV. 2 (SEE TABLE) EXIST. STREAMBANK CMP CULVERT DIAMETER VARIES (SEE "EC" SHEETS) 1'-0" MIN. CULVERT INVERT ELEV. (SEE TABLE) UNDISTURBED GROUND SECTION B-B ROAD Q ELEV. (SEE TABLE) TOP OF WALL ELEV. (SEE TABLE) TOP OF BANK ELEV. 1 (SEE TABLE) 6" NCDOT #5 OR #57 WASHED STONE GEOTEXTILE FABRIC TO BE KEYED IN AROUND ENTIRE STREAM CROSSING PERIMETER GRANULAR BACKFILL COMPACTED IN MAX. 6" LAYER (SEE NOTE 6) CREEK BED 6" BEDDING (SEE NOTE 7) SUITABLE FOUNDATION (SEE NOTE 8) SCALE: NTS 12/04 20 6730 Freedom Drive PREPARED BY: 0 0 4 0 License No. P-0601 >- H Z O U m U O O 06 w w w NTERCEPTOR LOWER CODDLE CREEK PARALLEL z 11 I Apprvd. Date: 07/13/20 Chkd: SMM DrWn: MLH Scale: Project No.: 2018-188 Sheet: D-3 10:49 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS. DWG N 0 N 0) M STEEL POST WOVEN FILTER FABRIC 0 N 6' MAX, ♦iii00� Oiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii0�••••••• ♦•♦•♦•♦•♦ ...................................... iNVANNVi 11-111=111=111E -111 E 111a I I-1 I E111-111E111=111=11 Ia I I -I 11=1 I I -I I I -I I E111. 11E111-111= 111-111E111-111 111-111-III=111-111-III-111-111-111-III-111-111-III-111-111-1-111-111-11 -111-III-III- -III-111a 11-111-111=111-111-111-111a 11-111-111=111-111-111 I I -III -I 11= 11=1 T 1=1 T 1=11 1 ' 11=111=111=111=111=111=11 L=111=111=111=111=111=111=111=111=1 -111E11 1=1' -11=1 1= _III-1II III IIIII III- I"- `-II1=1II 1I-111E=11I-11I*I-11G_-1I1-1I' GENERAL NOTES: 1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS, 2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE. 3. TURN SILT FENCE UP SLOPE AT ENDS. 4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES), THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. 5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. 6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW. MAINTENANCE NOTES: STEEL POST FILTER FABRIC FLOW gv0 9 ZI��h �� a ii ILII I- II II II II III 4" IN. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. SCALE: NTS SILT FENCE DETAIL 4-A COARSE AGGREGATE 2-3" NOTES: APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL SITE IS T�TIEBID VICE FREANDO TIMNELT Y NECKS OF MAINTENANCE MUST BE PROVIDED. NOTES: a. GRAVEL PAD TO BE 12'x 50' AND 6" THICK MINIMUM b. TURNIACCONIMMODATTE LARGE G RADIUS ITRUCKSCIENT OIS TO BE PROVIDED. SHOULD M BUALOL CONSTRUCTION VEHICLES. d. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY; KEEP SOME HANDY. e. AONY NTOMTHERIAL ��ROADHCCH MUST TBIE CLEANEDAKES IT UP IMMEDIATELY. SCALE: NTS TEMPORARY CONSTRUCTION ENTRANCE/EXIT DETAIL 4-C CLASS B EROSION CONTROL STONE 12" OF NO. 57 WASHED STONE STONE OUTLET 18" HIGH AT CENTER SECTION ALONG FENCE 18" AT CENTER -f- FILTER FABRIC SECTION ALONG FENCE SILT FENCE OUTLET DETAIL 4-6 A DISCHARGE INTO CREEK TEMPORARY SPLASH PAD TO BE INSTALLED AT DIRECTION OF ENGINEER COFFER DAM (LOCATE AS DIRECTED AT THE TIME OF CONSTRUCTION) TEMPORARY PIPING PUMP AROUND PUMP SPECIAL STILLING BASIN (AS DIRECTED AT THE TIME OF CONSTRUCTION) DEWATERING PUMP TEMPORARY FLEXIBLE HOSE EXISTING CHANNEL Y_ COFFER DAM (LOCATE AS DIRECTED AT THE TIME OF CONSTRUCTION) TYPICAL PUMP AROUND SETUP PLAN VIEW SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND 1, INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE DESIGNATED PROJECT WORKING AREA, 2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE THE TEMPORARY PIPING THAT WILL CONVEY THE BASE FLOW FROM UPSTREAM OF THE WORK SITE TO THE SPECIAL STILLLING BASIN. 3. INSTALL UPSTREAM COFFER DAM AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION. 4. INSTALL THE DOWNSTREAM COFFER DAM AND PUMPING APPARATUS IF NEEDED TO DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA, THIS WATER WILL ALSO FLOW INTO A SPECIAL STILLING BASIN, 5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLAN AND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE. 6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SEDIMENT AND DEWATER BEFORE REMOVAL OF THE COFFER DAM. REMOVE COFFER DAM, PUMPS, AND TEMPORARY FLEXIBLE HOSE/PIPING STARTING WITH THE DOWNSTREAM DAM FIRST, 7. ONCEPLANS. THE WORKING AREA IS COMPLETED, REMOVE THE STILLING BASINS AND STABILIZE DISTURBED AREAS TO SPECIFICATIONS AS SHOWN ON NOTES: 1, EXCAVATION SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL UNLESS DRAINAGE AREA EXCEEDS 6 SQUARE MILES. 2. COFFER DAMS SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM FLOW. 3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING DAY. 4, EACH PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY BASE FLOW VOLUMES. 5. WORK IN CREEK SHALL BE PLANNED TO MINIMIZE THE NUMBER OF DAYS OF DISTURBANCE. 6. THE CONTRACTOR IS TO OBSERVE THE LOCAL WEATHER FORECASTS AND NOT BEGIN WORK IN THE CREEK UNLESS AT LEAST THREE DAYS WITHOUT RAIN IS ANTICIPATED. 7. FOR LARGER CREEKS, CONSTRUCTION SHOULD OCCUR ON ONE SIDE OF THE CREEK AT A TIME, PER DETAIL 4-E. THE FIRST SIDE SHOULD BE STABILIZED BEFORE BEGINNING CONSTRUCTION ON THE OPPOSITE SIDE. EXISTING GROUND PUMP HOSE FILTER FABRIC FOR DRAINAGE (NON -WOVEN) APPROPRIATE SIZE RIP RAP PAD MIN. THICKNESS 8" 15' MIN, NOTES: SEDIMENT FILTER BAG AT THE DESIGNER'S DISCRETION, ALTERNATE DEWATERING STRUCTURES MAY BE USED (i,e. SEDIMENT TANKS, FILTER BOX, STRAW BALE/SILT FENSE PIT), HOWEVER, REGARDLESS OF THE DEWATERING STRUCTURE USED, ALL MUST BE SIZED AND OPERATE TO ALLOW ALL PUMPED WATER TO BE FILTERED TO PREVENT SEDIMENTS FROM ERODING AND MOVING OFF SITE. TEMPORARY DEWATERING STRUCTURE (SPECIAL STILLING BASIN) PROFILE VIEW STREAM BANK 0 STREAM #57 STONE LINED WITH CLASS B RIPRAP WORKING AREA ,�•• BAsV out 01 • sr Amy) COFFER DAM PROFILE VIEW IMPERVIOUS SHEE UNDER RIPRAP SCALE: NTS STREAM BYPASS DETAIL 4-E T PROPOSED SAN. SEWER • REVERSE COFFER DAM SETUP • • PRECAST CONCRETE • BARRIER �= A r CREEK FLOW MUMS JA • • • • SANDBAGS AT ANY OPENINGS PROFILE TOP OF BANK SANDBAGS ON FACE OR r- TOP OF BANK NOTE: ALL DISCHARGE FROM DEWATERING THE WORK AREA SHALL BE PUMPED TO EITHER A TEMPORARY SEDIMENT TRAP OR DEWATERING SILT BAG PER DETAILS PLASTIC LINER BOTH SIDES OF CONC. BARRIER & PLACED UNDER SAND BAGS WATER LEVEL (FIELD VERIFY) SANDBAGS AT ANY OPENINGS PRECAST CONCRETE BARRIER OR PLAN 3' TYP. BUT NO HIGHER THAN TOP OF BANK SECTION AA NOTES: 1. MATERIAL FROM THE CREEK BED SHALL NOT BE USED FOR COFFER DAM. 2. CREEK BED SHALL BE DISTURBED THE MINIMUM REQUIRED FOR CONSTRUCTION AND WILL BE RESTORED TO ORIGINAL CONTOURS WHEN WORK IS COMPLETE. PRELIMINARY PLANS NOT FOR CONSTRUCTION PROPOSED SAN. SEWER CREEK FLOW 3' MIN. CLASS B RIPRAP SANDBAGS ON FACE • REVERSE COFFER DAM SET UP • - • r• • CLASS B • RIPRAP A WATER LEVEL (FIELD VERIFY) 3. ALTERNATIVE COFFER DAM MATERIAL IS ACCEPTABLE BUT SHALL BE APPROVED BY THE ENGINEER. 4. CIRCULAR OR RECTANGULAR CONFIGURATION MAY BE USED FOR CONSTRUCTION. SCALE: NTS COFFER DAM DETAIL 4-D Typical Top of Bank DIMENSIONS TABLE DESCRIPTION DIMENSION Vegetated Geogrid Height 4-Ff Soil Lift Face Height 1-FT Too Width of Vegetated Geogrid 6-FT Live Cutting Length 3-FT Live Cutting Diameter 3/8-IN Anchor Stakes Spacing 3-FT Anchor Stokes Length 1-FT Matting Stakes Spacing PER SPECS Anchor Trench Width 6-IN Anchor Trench Denfh 1-FT 2/3 H OR 4' MIN. SECTION VIEW PRE AND POST CONSTRUCTION CHANNEL GEOMETRY SHALL MATCH, FINAL CHANNEL GEOMETRY IS NOT TO ENCROACH WITHIN STREAM CHANNEL. ANCHOR TRENCH COMPACT FILL VEGETATED GEOGRID HEIGHT SOIL LIFT FACE HEIGHT 1 PLAN VIEW NCDOT TYPE 2 FILTER FABRIC COARSE BACKFILL Typical Top of Bank EXIST, CHANNEL GEOMETRY EROSION CONTROL MATTING LIVE CUTTINGS .r.41111b; COIR MAT GEOTEXTILE WRAPPED SOIL LIFTS j=c Bank fill BOULDER TOE PROTECTION apical _ _ _ Normal Flow Stream bed Elevation FOOTER BOULDER PROPOSED TOP OF BANK NORMAL BASE 0 W 1 BOULDER TOE PROTECTI TOP WIDTH OF VEGETATED EXISTING TOP OF BANK 'LOW liiiNo--- 1:11 1 _ i.jw 1 I ILea_ _ o 0 0 0 0 - ip - o o i O e; r-. - �• o 0 0 0 no o o 0 o o �� • ■■� N VEGETATED GEOGRID HEIGHT MATTING STAK (SEE DIMENSIO TABLE FOR SP COMPACTED FILL ANCHOR DETAIL ANCHOR TRENCH DEPTH ANCHOR STAKE ANCHOR TRENCH WIDTH TRENCH ACKFILL EROSION CONTROL MATTING ,-MATTING ANCHOR TRENCH WITH STAKES LING) SOIL LIFT FACE HEIGHT DIMENSIONS TABLE DESCRIPTION DIMENSION Vegetated Geogrid Height 4-Ff Soil Lift Face Heiaht 1-FT Too Width of Vegetated Geogrtd 6-FT Live Cutting Length 3-FT Live Cutting Diameter 1/2-IN Anchor Stokes Spacing 3-FT Anchor Stakes Length 1-FT Matting Stakes Spacing PER SPECS Anchor Trench Width 6-IN Archnr Trenrh flnnth 1-FT CONSTRUCTION NOTES 1. Fill for soil lifts to be comprised of plantable topsoil free of sticks, stones, and debris. 2. Soak live cuttings a minimum of 24 hourse and up to 5 days before planting to promote establishment. 3. Excovote unstable stream bank to reveal o stable cut face. Establish flat bench at base of cut slope. Excavate trench along toe of slope for installation of boulder protection, 4, Install footer boulder With coarse backfill placed behind footers. Make sure to fill voids betWeen and behind boulders, 5. Install header boulders setback from footers and resting on coarse backfill,Coorse backfill to be placed ar a thickness equal to the height of the header rocks, 6. Lay natural fiber mat over coarse fill and header boulder. Place soil lift fill to o vertical depth per design and tamp firmly, Pull mot over lift and staple in place. 7. Lay live cuttings in criss-cross pattern across surface of lift (8-12 cuttings per linear foot). No more than 6 inches of budding end of cuttings should extend past the front of lift. 8. Cover live cuttings With layer of topsoil to make layer an even and flat surface for next lift. Repeat soil lift process per design. 9. Top soil lift to consist of compact fill Wrapped in non -Woven erosion control matting. Matting should overlap existing top of stream bank and be stoked in anchor trench per design. Once erosion control matting is stoked in anchor trench, backfill soil to be compacted. MATERIAL SPECIFICATIONS 1. Boulders: Footer and header rocks must be large enough to achieve design height and resist movement during peak flout events. Boulders should be rectangular and uniform in shape and size With a minimum intermediate axis of 3 feet. 2. Coarse aggregate: Should be properly sized not to be mobilized during peak flout events. Salvaged alluvial material during trenching con be used, 3, Erosion Control Filter fabric: 10-12 or, non -Woven geo-textile specific to aggregate separation, 4, Coir Matting (Natural Fiber): Machine produced Woven un-seamed degradable natural fiber fabric With on outer and inner layer tied together at regular intervals, 5. Soil Lift Fill: Either 100% Topsoil or 50% Topsoil With 50%' Satisfactory Soil Material, (ASTM D 2487 soil groups GW, GP, GM, SW, SP, SM, GC, SC, ML, and CL). ,,,I,lf,,,, - SEAL r: = ,036837 ' G 11\6- 0 12/04 20 BOULDER TOE DETAIL 4-F PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 NTY, NOI ETAI REVISIONS PER G&D REVIEW & FLOODPWN DEVELOPMENT REVIEW 12/04/2020 a Apprvd. Date: 07/13/20 Chkd: SMM DrWn: MLH Scale: Project No,: 2018-188 Sheet: D-4 10:50 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS. DWG N 0 N M ZONE A (UPLAND ZONE) BC (UPP RNE SLOPE) (LOW RNE SLOPE) NOTES: 1. ANCHOR COIR FIBER MAT AS SHOWN IN 'DETAIL 5-D, DETAIL E' (THIS SHEET). 2. COIR FIBER MAT, ROLANKA BIOD-MAT 70, OR EQUAL WITH LIVE STAKING AS SHOWN IN 'DETAIL 5-D, DETAIL D' (THIS SHEET) SEED MIX PRIOR TO INSTALLATION OF MAT PER DETAIL 5-E (THIS SHEET). 3. FILTER FABRIC, NCDOT TYPE 2 4. KEY IN CLASS 1 RIP RAP 24" THICK WITH JOINT PLANTING AS SHOWN IN 'DETAIL 5-D, DETAIL C' (THIS SHEET) 5. RIP RAP PLACEMENT WIDTH VARIES ALONG STREAMBANKS, SEE 'EC' SHEETS FOR QUANTITIES. NO RIP RAP SHALL BE PLACED WITHIN THE CREEK BED. 6. PRE AND POST CONSTRUCTION CHANNEL GEOMETRY SHALL MATCH. FINAL CHANNEL GEOMETRY IS NOT TO ENCROACH WITHIN STREAM CHANNEL. APPROX. TOP OF STREAM BANK t4. SCOUR LINE 2/3 H OR 4' MIN. NORMAL WATER LEVEL \AA/A A\, // .'COMPACTTED/� BACKFILL MAX. SLOPE 1.5:1 Er,END FILTER FABRIC 2 MIN. BEYOND RIP RAP 0 PROPOSED SANITARY SEWER STREAMBANK RESTORATION DETAIL 5-A CREEK BED COIR FIBER MAT WITH LIVE STAKING AS SHOWN IN 'DETAIL 5-D, DETAIL D' (THIS SHEET) SEED MIX PRIOR TO INSTALLATION OF MAT PER DETAIL 5-E (THIS SHEET) PROPOSED SANITARY SEWER (BELOW CREEK BED TYP.) TOP F BANK RIP RAP WIDTH VARIES (SEE 'EC' SHEETS) Ivy O •'. � 7 Yv ,�"14 TOP • BANKOF SCOUR LINE BO BANK OF SCOUR LINE CLASS 1 RIP RAP 24" THICK WITH JOINT PLANTING AS SHOWN IN 'DETAIL 5-D, DETAIL C' (THIS SHEET) PLAN VIEW OF RIP RAP PLACEMENT LIMITS DETAIL 5-B RIPARIAN ZONE TYPE OF PLANTING COMMON NAME BOTANICAL NAME MAXIMUMRATE OR MINI UM SPACING LIGHT CONDITIONS SOIL CONDITION ROOT SYSTEM: SUFACE S OR TAP (T) "SIZE: HEIGHT, DIAMETER" SPECIAL NOTES BENEFITS 1) DECIDUOUS TREE RED MAPLE ACER RUBRUM 30' MIN. suN MOIST OR DRY TAP / S1'-2' 60' TO 90' / 2.5' SEEDLINGS OR CONTAINER (3-15 GAL) CUTTINGS IN JUNE FROM LOWER BRANCHES ZONE A PERSIMMON DIOSPYROS VIRGINIANA L. 30' FULL SUN / PART SHADE MOIST OR DRY DEEP TAP 20' TO 70' / 1' - 2' SEEDLINGS OR CONTAINER (3-15 GAL) "UNDERSTORY SPECIES„ DEEP ROOTS, FRUIT HIGHLY USED BY WILDLIFE" (UPLAND ZONE) TULIP POPLAR LIRIODENDRON TULIPFERA L. 30' SUN MOIST DEEP TAP ROOT 10' - 20' 80' TO 120' / 2'-3' SEEDLINGS OR CONTAINER (3-15 GAL) WILLOW OAK QUERCUS PHELLOS 30' MIN. SUN MOIST OR DRY TAP / S 1' - 6' 50' - 90' / 1'-2' "SEEDLINGS, CONTAINER (3-15 GAL) OR DIPPLE ACORNS OVER AREA" "SLOW GROWING , TRANSPLANTS EASILY" 2) EVERGREEN TREE AMERICAN HOLLY ILEX OPACA 15° MIN. SUN/PART SHADE MOIST OR DRY STRONG TAP ROOT / S 1'-10' 40'-70' / 1'-2' SEEDLINGS OR CONTAINER (3-15 GAL) "MIXED HARDWOOD FOREST, BRIGHT RED BERRIES" SOUTHERN MAGNOLIA MAGNOLIA GRANDIFLORA 30' MIN. suN MOIST OR DRY DOMINANT DEEP TAP 60'-80' / 2'-3' SEEDLINGS OR CONTAINER (3-15 GAL) TRANSPLANTS EASILY CAROLINA HEMLOCK TSUGA CAROLIANA 20' SUN/PART SHADE MOIST OR DRY MAJOR TAP ROOT / S 1'-6' 40' TO 60' / 2' SEEDLINGS OR CONTAINER (3-15 GAL) "SLOW GROWING, LONG LIVED, TOPSTORY SPECIES" 3) DECIDUOUS SHRUB AMERICAN BEAUTYBERRY CALLICARPA AMERICANA 3° MIN. FULL SUN / PART SHADE DRY 15' X 10° SEEDLINGS OR CONTAINER (3-5 GAL) FAST GROWING CATAWBA RHODODENDRON RHODODENDRON CATAWBIEN 10' SUN MOIST OR DRY 15' X 10' SEEDLINGS OR CONTAINER (3-5 GAL) "FAST GROWING, FORMS THICKETS" HUCKLEBERRY, GOOSEBERRY VACCINIUM STAMINEUM 8' MIN. suN MOIST OR DRY 20' X 15' SEEDS, SEEDLING, CONTAINER (1-5 GAL) OR CUTTINGS FAST GROWING 4) EVERGREEN SHRUB YAUPON ILEX VOMITORIA 8' MIN. SuN MOIST OR DRY 15' X 10° SEEDLINGS OR CONTAINER (3-15 GAL) FAST GROWING LEUCOTHOE LEUCOTHOE SP. 4' MIN. SHADE/PT.SUN MOIST "SEEDLINGS OR CONTAINER (3-15 GAL), GROWS TO 6' TALL" 5) BUNCH/TURF GRASS MIX 1 (FULL SUN) BROOM SEDGE ANDROPOGON VIRGINICUS 107( OF MIX SUN DRY OR MOIST "S 6" FERTILIZE WITH 20 POUNDS/ACRE 19-19-19 FLOWERS; STABILIZING PERRENIAL; CLUMPY ZONE B 1) DECIDUOUS TREE RED MAPLE ACER RUBRUM 30' MIN. suN WET OR DRY TAP / S1'-2' 60' TO 90' / 2.5' SEEDLINGS OR CONTAINER (3-15 GAL) "SEEDLINGS, CUTTINGS IN JUNE FROM LOWER BRANCHES "CAN (UPPER SLOPE) WATER OAK QUERCUS NIGRA 30' MIN. suN WET OR DRY S 1' - 6' 50' - 100' / 1'-2' CONTAINER (3-15 GAL) OR DIPPLE ACORNS OVER AREA" TOLERATE SOME FLOODING, TRANSPLANTS EASILY, FAST GROWTH" 2) EVERGREEN TREE AMERICAN HOLLY ILEX OPACA 15° MIN. SUN/PART SHADE WET OR DRY STRONG TAP ROOT / S 1'-10' 40'-70' / 1'-2' SEEDLINGS OR CONTAINER (3-15 GAL) "MIXED HARDWOOD FOREST, BRIGHT RED BERRIES" SOUTHERN MAGNOLIA MAGNOLIA GRANDIFLORA 30' MIN. suN WET OR DRY DOMINANT DEEP TAP 60'-80' / 2'-3' SEEDLINGS OR CONTAINER (3-15 GAL) TRANSPLANTS EASILY 3) DECIDUOUS SHRUB SILKY DOGWOOD CORNUS AMOMuM 2' MIN. FULL SUN / PART SHADE WET OR MOIST 10' X 8' LIVE STAKE OR JOINT PLANTING FAST GROWING ELDERBERRY SAMBUCUS CANADENSIS 3' MIN. FULL SUN / PART SHADE WET OR MOIST 10' X 10' LIVE STAKE OR JOINT PLANTING FAST GROWING PROLIFIC BERRIES 4) EVERGREEN SHRUB POSSUMHAW ILEX DECIDUA/VERTICILLATA 8' MIN. suN MOIST OR DRY SEEDLINGS OR CONTAINER (3-5 GAL) LEUCOTHOE LEUCOTHOE SP. 4' MIN. SHADE/PT.SUN MOIST OR DRY SEEDLINGS OR CONTAINER (3-5 GAL) 5) BUNCH/TURF GRASS "SEE SECTION A, ABOVE" FERTILIZE WITH 20 LBS.OF 19-19-19 PER ACRE AT TIME OF SEEDING ZONE C I) DECIDUOUS SHRUB SILKY DOGWOOD BLACK WILLOW CORNUS AMoMuM SALIX NIGRA 2' MIN. 2' MIN. FULL SUN / PART SHADE FULL SUN / PART SHADE WET OR MOIST WET OR MOIST 10' X 8° LIVE STAKE OR JOINT PLANTING LIVE STAKING RECOMMENDED FAST GROWING (LOWER SLOPE) 2) BUNCH/TURF GRASS "SEE SECTION A, ABOVE" NOTE: REFER TO USDA WEBSITE AT HTTP://PLANTS.USDA.GOV/PLANTS FOR ADDITIONAL DETAILS FOR ANY OF THE LISTED SPECIES PLANTING SCHEDULE RIPARIAN ZONE (PIEDMONT REGION) DETAIL 5-E ZONE A SPACING PER PLANTING SCHEDULE SPACING PER PLANTING SCHEDULE PRELIMINARY PLANS NOT FOR CONSTRUCTION EXISTING TREES AND VEGETATION ci EXISTING TREES AND VEGETATION EXISTING TOP OF BANK 1/3 H OR 4' MINIMUM EXISTING TOE OF SLOPE CREEK CENTERLINE PLAN VIEW SPACING PATTERN FOR LIVE STAKING AND JOINT PLANTING DETAIL 5-C 30" LIVE CUTTING (DORMANT) SEE PLANTING SCHEDULE FOR DENSITY LAYOUT NCDOT CLASS 1 PLAIN RIP RAP 24" THICK 36" LIVE CUTTING (DORMANT) SEE PLANTING SCHEDULE FOR DENSITY LAYOUT SCOUR LINE DETAIL C ESTABLISHED PLANT SHOWN FOR INFORMATION ONLY JOINT PLANTING (IN RIP RAP) INSTALL COIR FIBER MAT OVER SEED PER PLANTING SCHEDULE DETAIL D LIVE STAKE (IN EARTH) ESTABLISHED PLANT SHOWN FOR INFORMATION ONLY INSTALL SPLIT 2" X 4" X 30" DEAD STOUT STAKES PER SPECIFICATIONS OR STAPLE PER MANUFACTURERS REQUIREMENTS PLANTING TO TOP OF RIP RAP (TYP) DETAIL 5-D 1/3 H OR 4' MIN. EXISTING TOP OF BANK CREEK BED FILTER FABRIC COIR FIBER TURF REINFORCEMENMAT \\_ INSTALL SPLIT 2" X 4" X 30" DEAD STOUT STAKES PER SPECIFICATIONS OR STAPLE PER MANUFACTURERS REQUIREMENTS DETAIL E HIGH PERFORMANCE TURF REINFORCEMENT MAT ANCHOR DETAIL 6730 Freedom Drive PREPARED BY: 0 0 O License No. P-0601 H Z O U CO U O O cio w w w NTERCEPTOR LOWER CODDLE CREEK PARALLEL z 11 I N a Apprvd. Date: 07/13/20 Chkd: SMM DrWn: MLH Scale: Project No.: 2018-188 Sheet: D-5 12/27/2021 11:46 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS.DWG Typical Wetland Restoration Plan 0 / • / zt/d/ 60 Feet 20 Feet 'A, • 4, ,A. ;� / 4/4•0/r// Proposed Planting Plan Use a shovel or power -driven auger Common name I Botanical Name (1 O to 14 inch diameter bit) to plant hardwood seedlings that have a large or wide spreading root system. Trees Bald cypress Taxodium distichium CORRECT METHOD: Step A. Dig hole slightly larger (wider) than the root system is, Green ash Fraxinus pennsyivanica when spread out. Overcup oak Quercus l yrata Step B. Place the seedling in the center of the hole and spread Ironwood Carpinus cara'/iniana the roots in a natural manner. Box elder Acer negundo Roots be bunched twisted. Seedlings be should not or should planted about 1-inch deeper than they Willow oak Quercus phollos Legend grew in the nursery. Shrubs Temporary Construction Easement Step C. Backfill the hole firmly the to Tag alder Ainus ser ruiata and pack soil around roots eliminate air pockets. Sikly Salix Permaient SeAe Easement willow sercea Bottomline: Make The Hole Big Enough To Fit The Common buttonbush Ceph,4lantbus occidentalis i / 1nvacled Wetland Seedling.... not the seedling fit the hole. Sweet pepperbush Clefhra alnnTQlia 0 Tree Silky dog good Ccrnus aMOM um • Shrub Elderberry Sarntxrcus canadensis Beautyberry Callicarpa americans "—' Sewer Line NOTE: A miniumum of four tree species and four shrub species should be slelecled to revegetate the appropriate areas. Native plants with the same NWI classification ratiing may substituted due to availability. Vegetation planting/replanting should be conducted between November 15 and March 15. .ALE N/A DATt 10/1/2018 Forested Wetland Restoration Plan ` GURE NO CA R O L WETLAND SERVICES I N A CNS PROJECT SO. 2015-3740 • ORAYNN BY. DJZ North Mill Creek Sewer Replacement Forsyth County Winston Salem, NC CCOCaNNATE s N/A t}1E xEDBY: CAG FORESTED WETLAND RESTORATION DETAIL 6-A NOTES: 1. CORRUGATED PIPE BANDS WITH CONNECTING DEVICES SHALL BE U11UZED BY THE CONTRACTOR WHEN CONNECTING (2) CORREGATED PIPE SEGMENTS. 2. WHEN CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL CONNECT ONLY TO A STABLE, CORROSION FREE SECTION OF PIPE. ADDITIONAL EXCAVATION MAY BE REQUIRED TO LOCATE SUITABLE PIPE. 3. ALL PIPE BANDS SHALL BE GASKETED. 4. CONTRACTOR SHALL SUBMIT THE CORRUGATED PIPE BAND TO THE ENGINEER FOR REVIEW. 5. WHEN INSTALUNG BANDS, THE CORRUGATIONS OF THE BAND SHALL MATCH THE CORRUGATIONS OF THE PIPE SECTIONS. 6. WHEN INSTALUNG THE BANDS, CARE SHALL BE TAKEN TO EXCLUDE EXTRANEOUS MATERIAL FROM THE JOINT TO ENSURE A TIGHT FIT. CONTRACTOR SHALL USE PROPER METHODS TO ENSURE A TIGHT JOINT. 7. HDPE PIPE SHALL BE CONNECTED PER DETAIL W/MANUFACTURER SUGGESTED PIPE BAND. SCALE: NTS CORRUGATED STORM PIPE COUPLING DETAIL 6-6 TOP OF PLACED RIPRAP SHALL MATCH GRADE PRIOR TO CONSTRUCTION WITHIN STREAM BANKS. EXISTING/FINISHED GRADE PLACE RIPRAP 20' WIDE CENTERED OVER PIPELINE RIPRAP GEOTEXTILE FABRIC, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 5' 12" OR 24" THICKNESS CREEK BED COMPACTED BACKFILL NOTES: 1. GEOTEXTILE FABRIC SHALL BE MIRAFI FILTERWEAVE FW 500 OR APPROVED EQUAL. 2. RIPRAP SHALL BE HARD QUARRY OR FIELD STONE AND SHALL BE OF SUCH QUALITY THAT IT WILL NOT DISINTEGRATE ON EXPOSURE TO WATER OR WEATHERING. STONE FOR HAND PLACING TO A THICKNESS OF 12 INCHES SHALL RANGE IN WEIGHT FROM A MINIMUM OF 25 POUNDS TO A MAXIMUM OF 150 POUNDS. AT LEAST 50 PERCENT OF THE STONE PIECES SHALL WEIGH MORE THAN 60 POUNDS. THE STONE PIECES, EXCEPT SPALLS SHALL HAVE A MINIMUM DIMENSION OF AT LEAST 12 INCHES. 3. HEAVY DUTY RIPRAP SHALL BE USED AND PLACED AT A THICKNESS OF 24" MINIMUM, WHERE SHOWN ON THE PLANS. HEAVY DUTY RIPRAP SHALL BE NSA NO. 6 WITH MAXIMUM SIZE OF 24", AVERAGE SIZE IS 12", MINIMUM SIZE OF 7". AT LEAST 50% OF THE STONE PIECES SHALL BE LARGER THAN 12". 4. THE SLOPE UPON WHICH THE RIPRAP IS TO BE PLACED SHALL BE WORKED TO PROVIDE A CONSISTENT SLOPE FROM THE TOP OF BANK TO THE BOTTOM OF THE BANK. DEPRESSIONS SHALL BE FILLED IN AND PROPERLY COMPACTED. 5. RIPRAP PLACEMENT SHALL BEGIN AT THE TOE OF THE SLOPE AND PROGRESS UPWARD. EACH PIECE SHALL BE PLACED BY HAND PERPENDICULAR TO THE SLOPE AND SHALL BE FIRMLY EMBEDDED AGAINST THE SLOPE AND ADJOINING PIECES. THE SPACES BETWEEN THE LARGER PIECES SHALL BE FILLED WITH SPALLS OF SUITABLE SIZE WHICH SHALL BE RAMMED INTO PLACE. THE FINISHED SURFACE SHALL PRESENT AN EVEN, TIGHT SURFACE TRUE TO LINE, GRADE AND SECTION. SCALE: NTS 1-181 STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. SHOULDER CLOSURE ON CONTROLLED ACCESS FACILITIES y — — — — — — — — — — .10- TRAVELWAY — — — — — — — — — — — -� 4...10' PAVED SHOULDER I- 1000' — 500' SHOULDER CLOSURE TAPER 50' MIN. WORK AREA N.100' RIGHT SHOULDER CLOSED 150D FEET W21-5A 48"x48" RIGHT SHOULDER CLOSED W16-2 30"X24" BUFFER LENGTH VARIES 4( 1. W21-5A 48"X48" a W24"OR 1 W7X24" ROADWAY STANDARD DRAWING FOR TEMPORARY SHOULDER CLOSURES SHOULDER CLOSURE ON DIVIDED FACILITIES y TRAVELWAY • • • • • • • • • • • • • • • • • 10' PAVED SHOULDER • El • SHOULDER CLOSURE TAPER 50' MIN. WORK AREA50' - MGHT SHOULDER CLOSED OD 1/3 L BUFFER LENGTH VARIES MIN. W21-5A 48"X48" GENERAL NOTES 1- PLACE SHOULDER CLOSURE SIGNS ON THE SAME SIDE AS THE SHOULDER THAT IS CLOSED. 2- PLACE DRUMS IN THE SHOULDER TAPER AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED SPEED LIMIT. THE MAXIMUM SPACING OF DRUMS ALONG THE WORK AREA IS EQUAL IN FEET TO LEGEND 2 TIMES THE POSTED SPEED LIMIT. 3- USE STATIONARY SIGNS FOR OPERATIONS IN EFFECT LONGER THAN 3 DAYS. 4- REFER TO RSD. 1101.11, SHEETS 1, 3 & 4, FOR "L" DISTANCE, BARRIER FLARE RATES, AND SIGN SPACING. • DRUM I- STATIONARY SIGN I4 PORTABLE SIGN —PORTABLE CONCRETE BARRIER _ DIRECTION OF TRAFFIC FLOW .s'v .- TEMPORARY CRASH CUSHION SHEET 1 OF 1 1101.04 TEMPORARY SHOULDER CLOSURES DETAIL 6-F NON -JURISDICTIONAL DITCH RESTORATION DETAIL 6-D 6" MIN. EXIST. RCP PIPE NOTES: 1. CONCRETE MIN. 3,000 PSI 2. ALTERNATIVE PIPE COUPLINGS MAY BE UTILIZED WITH APPROVAL OF OWNER #4 REBAR #4 REBAR PER SECTION A —A 0 12" O.C. REPLACEMENT RCP PIPE 6" STONE BEDDING SECTION A —A PRELIMINARY PLANS NOT FOR CONSTRUCTION EXIST. RCP PIPE ' / 6" STONE BEDDING SCALE: NTS REINFORCED CONCRETE STORM PIPE COUPLING DETAIL 6-C 100' TO 200' BE PREPARED NE TAN 1-181 STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. 0' 2F TO W20-7a ae" x aa" STOP ROAD HEAD W3-4 ae" x aa" W20-4 aa" x ae" U20 w x. MAX. (Ca< a< © bl ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ l 11. L� ♦ 1, ♦ ♦ Now. GIRL). ♦ �, ` © ` O2-WAY DOWN )i 14 50' TRAFFIC TAPER � BUFFER STREAM TAPER MAX. ENE UN' ROAD PREPARED EA D TO STOP W2o-4 WO-4 VY20-70 48" X 4B" 48" X 48" 48" X 48" �BUFFE 50'-100' SPACE SPACE 100' ROADWAY STANDARD DRAWING FOR TEMPORARY LANE CLOSURES 2-LANE, 2-WAY ROADWAY-1 LANE CLOSED INSET FOR 2-LANE ROADWAYS WITH 2-WAY TURN LANE ALL OTHER DEVICES ARE THE SAME AS ABOVE Am m10- ♦ ♦ ♦ ♦ ♦ ♦ ♦ CENTER NNE CLOSED 1,S '♦ .. r ♦ LECLO NNE Jl CLOSED W20-5 48" X a8" ♦ ♦♦♦♦ ♦ ♦ 4B2X 48" 2-WAY TRAFFIC TAPER BUFFER BUFFER STREAM TAPER 50' 100' SPACE SPACE GENERAL NOTES FOR FLAGGING OPERATIONSDOWN 11 IF VEHICLE'QUEUESIWILL REACH WITHIN 15' OF EITHER SIDE OF ACTIVE RAILROAD TRACKS, 1- REFER TO RSD. 1101.11, SHEETS 1 & 4, FOR "L" DISTANCE AND SIGN SPACING. PROVIDE A UNIFORMED LAW ENFORCEMENT OFFICER OR FLAGGER TO PREVENT VEHICLES FROM STOPPING WITHIN THE GRADE CROSSING. PROVIDE OFFICER OR FLAGGER EVEN IF AUTOMATIC 2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE WARNING MEASURES ALREADY EXIST. UPSTREAM SIDE OF TRAFFIC. 3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE GENERAL NOTES FOR PILOT CAR OPERATIONS DOWNSTREAM SIDE OF TRAFFIC. 1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER. 4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. 2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EOP TO EOP)) CONES MAY NOT BE REQUIRED ALONG WORK AREA AND AT THE DISCRETION OF THE ENGINEER, CONES MAY BE OMITTED ALONG 5- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS THE WORK AREA IF USING A PILOT CAR. PROVIDED TO THE FLAGGER (REFER TO RSD. 1101.11, SHEET 2). 3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS. 6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME. 4- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF 7- DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1180.01 THE PILOT VEHICLE. FOR SKINNY DRUM REQUIREMENTS. 5- DO NOT INSTALL MORE THAN ONE 1 MILE OF LANE 8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. CLOSURE MEASURED FROM THE BEGINNING OF THE MERGE LEGEND SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a) TAPER TO THE END OF THE LANE CLOSURE. PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND USE LAW ENFORCEMENT. 6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND 9- REFER TO THE CURRENT MUTCD FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES. INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT 10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR CAR OPERATIONS. AS DIRECTED BY THE ENGINEER. •—• FLAGGER AL CONE PORTABLE SIGN AIM DIRECTION OF TRAFFIC FLOW SHEET 1 OF 14 1101.02 TEMPORARY LANE CLOSURES DETAIL 6-G 4" MIN. THICK SURFACE COURSE NO. 78 STONE OR MATCH EXIST. MATCH EX. SLOPE I-1 I I —I I I —III —III— III —III —III —I I l—I I -1111�1111111-111-111-111 �IIIIIII' =1 I 1=111=11 I-1'I 111-1iI- EXISTING GROUND SURFACE KEY IN FILTER FABRIC NCDOT TYPE 4 FILTER FABRIC COMPACTED SUBGRADE NOTES: 1. GRAVEL DRIVE WIDTH TO MATCH EXISTING. 2. GRAVEL DRIVE SHALL FOLLOW EXISTING GRADE. 3. GRAVEL DRIVE SHALL BE FLUSH WITH EXISTING GRADE UNLESS OTHERWISE NOTED ON PLAN. GRAVEL DRIVE DETAIL DETAIL 6-E ,,,LLL I,,,,, �r NCRO 0pF�SSIO�;/y: 036837 ,SC ' . TS Q SEAL r .e• 12/22 20 SEE "EC" SHEETS FOR TREE BARRIER GEOMETRY PLAN VIEW OF ROOT ZONE FOR PRUNING SEE INTERNATIONAL SOCIETY OF ARBORICULTURE SPECS. DEAD TREES AND SCRUB OR UNDER o GROWTH SHALL BE CUT FLUSH WITH-1 ADJACENT GRADE. NO GRUBBING ALLOWED UNDER DRIP LINE. 2"x4" STANDARDS + 1"x4" RAILS OR ORANGE SAFETY FENCING MAY BE USED. ,,,,,,,,,,,,,, 'mo .11 GAVEL DORN ENGINEERING, PLLC non °° C03734 ° .O • 6" BARK MULCH, PLACE BARK MULCH AT AREAS NOT PROTECTED BY BARRIER. SCALE: NTS TREE PROTECTION DETAIL •-H PREPARED BY: 4110 Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 NTY, NOI ETAI REVISIONS PER G&D REVIEW REVISIONS PER EASEMENT NEGOTIATIONS 12/04/2020 a a Apprvd. Date: 07/13/20 Chkd: SMM DrWn: M L. H Scale: Project No.: 2018-188 Sheet: D-6 6/16/2021 10:50 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS. DWG ACCESS LADDER (CENTER ON ACCESS HATCH) 48" X 48" ACCESS HATCH (SEE NOTE 6) AIR VENT PER DETAIL 3-M MIN.5'-0" DIP STUB CONNECT TO EX. SAN. SEWER WITH COLLAR (TYP.) EXISTING INTERCEPTOR INLET DI MJ SLEEVE (TYP.) SEC B-B 10'-0" SEE NOTE 9 1'-0" L� 1' 0" � S m \ 4'-6 / 7 U w 72" X 48" ACCESS HATCH (SEE NOTE 6) 5'-0" 36" DIP ACCESS LADDER (CENTER BETWEEN EDGE OF PIPE AND WALL) ** GRADE ELEVATION MIN.5'-0" DIP STUB CONNECT TO RELIEF SAN. SEWER WITH COLLAR (TYP.) TIE INTO PARALLEL RELIEF INERCEPTOR 5'-0" SEC A -A • d N FLOOR BOX (SEE NOTE 8) CAST IN PLACE WALL COLLAR (TYP.) (SEE NOTE 14) MIN.5'-0" DIP STUB CONNECT TO EX. SAN. SEWER zz..../- WITH COLLAR (TYP.) EXISTING 30" X 30" SELF-CONTAINED SLIDE GATE 4'-6"W X 4'-8"H SELF-CONTAINED WEIR GATE FLOOR BOX (SEE NOTE 8) ORIENTATION OF DRAWING FOR DETAIL 1-M MATCHES STRUCTURE #105. FOR STRUCTURES #27A AND #74A, REFER TO THE ORIENTATION OF THE EXISTING INLET/OUTLET PIPES, SLIDE GATE, ACCESS HATCHES, AND AIR VENT SHOWN ON DETAIL 7-M. REFER TO THE STRUCTURAL DRAWINGS. INTERCEPTOR OUTLET NOTES: 1. THE CONTRACTOR SHALL FIELD VERIFY THE "ANTICIPATED EXISTING INLET PIPE INVERT" ELEVATION (REFER TO TABLE ON SHEET M-4) AND GRADE ELEVATION AT EACH DIVERSION STRUCTURE. THE CONTRACTOR SHALL PROVIDE THE ELEVATIONS TO THE ENGINEER FOR VERIFICATION OF THE ENGINEER'S DESIGN CRITERIA. THE CONTRACTOR SHALL NOT BEGIN WORK ON THE DIVERSION STRUCTURE, INCLUDING BUT NOT LIMITED TO SUBMITTING SHOP DRAWINGS, PURCHASING MATERIALS, AND STARTING CONSTRUCTION, PRIOR TO RECEIVING DIRECTION FROM THE ENGINEER REGARDING THE AFOREMENTIONED ELEVATIONS. THESE ELEVATIONS SHALL BE INCORPORATED INTO THE REBAR SHOP DRAWINGS. 2. ELEVATIONS ARE DIFFERENT FOR EACH DIVERSION STRUCTURE. REFER TO TABLE ON SHEET M-4. 3. CONTRACTOR SHALL NOTIFY ENGINEER IF THE "EXISTING FL ELEV." RESULTS IN THIS DIMENSION BEING LESS THAN 4'-10" . CONTRACTOR SHALL NOT CONSTRUCT STRUCTURE OR ORDER GATES UNTIL CONFIRMING THIS CRITERIA IS MET AND RECEIVING APPROVAL FROM THE ENGINEER. 4. CONTRACTOR SHALL NOTIFY ENGINEER IF THE "T.O.W. ELEV." IS LESS THAN 6-INCHES ABOVE THE HIGHEST SURROUNDING GRADE. CONTRACTOR SHALL NOT CONSTRUCT STRUCTURE UNTIL CONFIRMING THIS CRITERIA IS MET AND RECEIVING APPROVAL FROM THE ENGINEER. 5. REFER TO "SS" SHEETS FOR DIFFERENT PIPE SLOPES CORRESPONDING TO THE STRUCTURES. 6. ACCESS HATCHES SHALL BE THE "SERIES F1C" MODEL MANUFACTURED BY HALLIDAY PRODUCTS, OR A PRE -APPROVED EQUIVALENT. EACH ACCESS HATCH SHALL INCLUDE FALL PROTECTION. FALL PROTECTION SHALL BE THE "RETRO-GRATE" MODEL MANUFACTURED BY HALLIDAY PRODUCTS, OR A PRE -APPROVED EQUIVALENT. ACCESS HATCHES SHALL BE LOCKABLE AND FLOOD-TIGHT/WATER-TIGHT (CAPABLE OF WITHSTANDING 25-FEET SUBMERGENCE WITHOUT LEAKING). 7. DIMENSIONS OF SLIDE AND WEIR GATES SHALL ALLOW FOR THE GATE ASSEMBLY TO BE REMOVED IN ONE PIECE THROUGH NEAREST HATCH OPENING WITH AT LEAST 3-INCH CLEARANCE ON BOTH SIDES. 8. STEM PENETRATION WITH FLOOR BOX, OPERATING NUT, PACKING GLAND, PIPE NIPPLE, AND POSITION INDICATOR TO BE SUPPLIED BY THE GATE MANUFACTURER FOR EACH SLIDE AND WEIR GATE. FLOOR BOX SHALL BE LOCKABLE. 9. THERE SHALL BE AT LEAST 1'-0" CLEARANCE BETWEEN THE EDGE OF THE FLOOR BOX AND EDGE OF THE HATCH FRAME. CONTRACTOR SHALL NOT CONSTRUCT STRUCTURE OR ORDER HATCHES UNTIL CONFIRMING THIS CRITERIA IS MET AND RECEIVING APPROVAL FROM THE ENGINEER. 10. REFER TO SLIDE AND WEIR GATE SEAL AND MOUNTING DETAILS ON SHEET M-3. 11. STEM GUIDE BRACKETS TO BE SUPPLIED BY THE GATE MANUFACTURER FOR THE PINION SHAFT EXTENSION OF THE GEARBOX. CONTRACTOR SHALL COORDINATE WITH GATE MANUFACTURER FOR PLACEMENT AND QUANTITY REQUIRED. REFER TO GATE SPECIFICATION FOR HEIGHT REQUIREMENTS OF GATE FRAMES. 12. COAT INTERIOR OF CONCRETE WALLS AND TOP SLAB PER SPECIFICATIONS. 13. REFER TO THE STRUCTURAL DRAWINGS FOR DETAILS ON THE ACCESS LADDER. 14. INSTALL WALL COLLAR PER DETAIL 4-M ON SHEET M-2 WITH REBAR PER DETAIL 4.0 ON SHEET S-1. 15. REFER TO THE STRUCTURAL DRAWINGS FOR DETAILS ON THE GEOMETRY FOR FORMING THE FLOOR GROUT. 16. CUTTING, CORE -DRILLING, AND BLOCKING -OUT OF CONCRETE SHALL NOT BE ALLOWED FOR THE DIVERSION STRUCTURES. HATCHES, PIPE WALL FITTINGS, FLOOR BOXES, AND AIR VENTS SHALL BE CASE -IN -PLACE. SLIDE GATE BOTTOM INVERT SHALL USE A BOX -OUT AS SHOWN ON SHEET M-3. 17. REFER TO THE STRUCTURAL DRAWINGS. 1s. THE DIVERSION STRUCTURES (SEE DETAIL 1-M AND DETAIL 2-M) ARE PERMIT REQUIRED CONFINED SPACES AS DEFINED BY OSHA. ACCESS TO THE STRUCTURE SHALL BE RESTRICTED TO PERSONNEL APPROVED BY WSACC WHO HAVE PROPER SAFETY GEAR, FALL PROTECTION, TETHERING, AND ANY OTHER SAFETY PRACTICES AS REQUIRED BY WSACC AND ALL FEDERAL, STATE, AND LOCAL REGULATIONS. CONTRACTOR SHALL INSTALL SAFETY SIGNAGE IN ACCORDANCE WITH OSHA AND ALL OTHER FEDERAL, STATE, AND LOCAL REGULATIONS. IN ADDITION, CONTRACTOR SHALL REQUEST AND INSTALL SAFETY SIGNAGE FROM WSACC THAT IS SPECIFIC TO WSACC STANDARDS FOR CONFINED SPACES. Structure ID Anticipated Existing Inlet Pipe Invert Relief FL Elevation T.O.W. Elevation Height of Vent Above I.O.W. Div+5Io'1 Structure No. I Qiui5ic n Structure No. 2 Rt27A f1-74A Refer to Table on Sheet M-1 Refer to Table on Sheet M-4 Refer to Table on Sheet M14 Refer to Table on Sheet M-4 Refer to Table on Sheet M-1 Refer to Table on Sheet M-4 Refer to Table on Sheet M-4 Refer to Table on Sheet M-4 Div+5io.i Structure No. 3 4105 Refer to Table on Sheet M 4 Refer to Table on Sheet M 4 Refer to Table on Sheet M-4 Refer to Table on Sheet M•4 Wolf Meadow Branch 473A Refer to Table on Sheet M-4 See Detail 2-M Refer to Table on Sheet M-4 Refer to Table on Sheet M-4 FLOOR BOX (SEE NOTE 8) 48" X 48" ACCESS HATCH 0'-6" FLOOR BOX (SEE NOTE 8) 72" X 48" ACCESS HATCH 30" X 30" SELF-CONTAINED SLIDE GATE EX. INTERCEPTOR SEWER EXISTING FL ELEV. XX 0'-1" lII STEM GUIDE BRACKET (SEE NOTE 11) OVERFLOW WEIR WALL 4'-6"W X 4'-8"H SELF-CONTAINED WEIR GATE (TOP OF SELF -CONTAINING FRAME SHALL EXTEND AT LEAST 1'-0" ABOVE OVERFLOW WEIR WALL) SEE NOTE 3 T.O.W. ELEV. (SEE NOTE 4) CAST IN PLACE WALL COLLAR (TYP.) (SEE NOTE 14) SDI MJ SLEEVE (TYP.) 36" DIP GRADE ELEVATION RELIEF SLOPE TO BOTTOM OF WEIR OPENING SLOPE TO INVERT SEC A -A 1'-0" FL ELEV. XX 0'-6" a 10'-0" 4 2'-9" a 2'-9" ,77WEIR) )PENING A • 4 4'-6 0'-1' ° DETAIL 1-M: LOWER CODDLE TRUNK DIVERSION STRUCTURES (#27A, #74A, & #105) SEC B-B TOP OF OVERFLOW WEIR WALL EXIST. FL ELEV. XX NOTES: 1. SEE NOTES FOR "DETAIL 1-M." THE SAME NOTES SHALL APPLY FOR "DETAIL 2-M." MIN.5'-0" DIP STUB CONNECT TO EX. SAN. SEWER WITH COLLAR (TYP.) EXISTING 4 WOLF MEADOW BRANCH OUTLET REFER TO THE STRUCTURAL DRAWINGS. SEE NOTE 9 ON DETAIL 1-M 24" X 24" SELF-CONTAINED SLIDE GATE CAST IN PLACE WALL COLLAR (TYP.) (SEE NOTE 14 ON DETAIL 1-M) DI MJ SLEEVE (TYP.) FLOOR BOX SEE NOTE 9 ON DETAIL 1-M FLOOR BOX TIE INTO PARALLEL RELIEF INERCEPTOR 4'-0" FLOOR BOX (SEE NOTE 8 ON DETAIL 1-M) 60" X 48" ACCESS HATCH (SEE NOTE 6 ON DETAIL 1-M) GRADE ELEVATION EX. 24" INTERCEPTOR SEWER 24" X 24" SELF-CONTAINED SLIDE GATE TO BE INSTALLED ON OUTLET (REFER TO PLAN VIEW FOR LOCATION ) EXISTING FL ELEV. XX 8'-0„ ACCESS LADDER (CENTER ON ACCESS HATCH) 4'-0" 60" X 48" ACCESS HATCH (SEE NOTE 6 ON DETAIL 1-M) AIR VENT PER DETAIL 3-M 36" X 36" SELF-CONTAINED SLIDE GATE WALL COLLAR W/45° MJ BEND. SEC A -A FLOOR BOX (SEE NOTE 8 ON DETAIL 1-M) a mI I" ®4 a STEM GUIDE - BRACKET (SEE NOTE 11 ON DETAIL1-M) m a' 7 am aw a . a n SEC A -A MIN.5'-0" DIP STUB CONNECT TO EX. SAN. SEWER WITH COLLAR (TYP.) T.O.W. ELEV. (SEE NOTE 4 ON DETAIL 1-M) a ., STEM GUIDE BRACKET (SEE NOTE 11 ON DETAIL 1-M) 36" X 36" SELF-CONTAINED SLIDE GATE EXISTING WOLF MEADOW BRANCH INLET / CAST IN PLACE WALL COLLAR (TYP.) (SEE NOTE 14 ON DETAIL 1-M) DI MJ SLEEVE (TYP.) 45° MJ BEND. 36" DIP RELIEF FL 1'-0" 1'-0" DETAIL 2-M: WOLF MEADOW BRANCH DIVERSION STRUCTURE (#73A) PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 URE MECHANICAL D TY, NOI Apprvd. Date: 06/16/21 Chkd: FL DrWn: MLH Scale: Project No.: 2018-188 Sheet: M-1 6/16/2021 10:51 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS.DWG HEIGHT OF VENT (REFER TO TABLE ON DETAIL 1/4" ELEV SHOWN ON PLANS 2'-0" ABOVE 100-YEAR FLOOD PLAIN COUPLING ADAPTER (SEE NOTE 4) 1'- 2'-0" 1'-0" r�l III—� • 3/8" 304SS STEEL CAP 3"0 304L SS FLG-PE WALL FITTING NOTES: 1. UNLESS OTHERWISE INDICATED IN THE STANDARD DETAILS AND NOTES BELOW, COMPONENTS OF THIS STANDARD DETAIL SHALL BE IN ACCORDANCE WITH SPECIFICATIONS. 2. VENT PIPE WILL BE 3" DIAMETER PIPE MADE WITH SCHEDULE 5S 304L STAINLESS STEEL. 3. TWO 3"X$" 316SS STRAPS, AND s"X4" 316SS EXPANSION ANCHOR BOLTS SHALL BE USED TO SECURELY ANCHOR VENT. 4. MANUFACTURED BY FERNCO MODEL 1056-300 OR PRE -APPROVED EQUIVALENT. 5. THE FOLLOWING TABLE SHALL BE USED TO DETERMINE THE LENGTH OF THE STRAPPED LEG: HEIGHT OF VENT PIPE LEG OF STRAPPED LEG UP TO 6.00' 3.00' 6.01' TO 8.00' 4.00' 8.01' TO 10.00' 5.00' 10.01' TO 12.00' 6.00' OVER 12.01' 7.00' 6. APPLY BROWN COATING ON EXTERIOR OF VENT PIPE (PURPOSE OF COATING IS TO POTENTIALLY DETER THEFT). STRAP (TYP.) SEE NOTE 3 SCALE: NTS DETAIL 3-M: DIVERSION STRUCTURE AIR VENT RESTRAINED MECHANICAL JOINT PAINT WALL FITTING PER SPECIFICATIONS PRIOR TO INSTALLATION. SEE NOTE 1 1 a 4 //////////////////////// DUCTILE IRON WALL FITTING (SEE NOTE 2) NOTES: A A •ao a CONC. WALL (REFER TO STRUCTURAL DETAIL 4.0 ON SHEET S-1 FOR REBAR AT PIPE PENETRATIONS) WATERSTOP/WALL RING MIN. 2" ALL AROUND FLOOR 1. 6" FOR DIVERSION STRUCTURES #27A, #74A, AND #105; 1'-6" FOR THE 36" PIPE AT THE WOLF MEADOW BRANCH DIVERSION STRUCTURE; 6" FOR THE 24" PIPES AT THE WOLF MEADOW BRANCH DIVERSION STRUCTURE. 2. PE-MJ FOR DIVERSION STRUCTURES #27A, #74A, AND #105; PE -PE FOR THE 36" PIPE AT THE WOLF MEADOW BRANCH DIVERSION STRUCTURE; PE-MJ FOR THE 24" PIPES AT THE WOLF MEADOW BRANCH DIVERSION STRUCTURE. SCALE: NTS DETAIL 4-M: DIVERSION STRUCTURE PIPE PENETRATION PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 URE MECHANICAL D TY, NOI Apprvd. Date: 06/16/21 Chkd: P L DrWn: MLH Scale: Project No.: 2018-188 Sheet: M-2 6/16/2021 10:52 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS. DWG OPENING COMPRESSION CORD WALL ADHESIVE ANCHOR WITH (2) HEX NUTS SLIDE PLATE ;I 1-1" GROUT ADHESIVE ANCHOR WITH (2) HEX NUTS REPLACEABLE GUIDE SEAT/SEAL GUIDE SECTION CONTRACTOR SHALL CONFIRM THE DIMENSIONS OF THE BOX -OUT WITH THE SLIDE GATE MANUFACTURER. CONTRACTOR SHALL PROVIDE SLIDE GATE MANUFACTURER'S RECOMMENDED BOX -OUT DIMENSIONS TO THE ENGINEER FOR VERIFICATION OF THE ENGINEER'S DESIGN CRITERIA. CONTRACTOR SHALL NOT CONSTRUCT DIVERSION STRUCTURES OR PURCHASE SLIDE GATES UNTIL RECEIVING APPROVAL OF BOX -OUT DIMENSIONS FROM THE ENGINEER. REPLACEABLE SEAL 3" SPRING CORD SLIDE PLATE- SLIDE PLATE SEAL RETAINER GROUT ANCHOR STRAP 1" GROUT WALL OPENING TOP SEAL SECTION OPENING 3" BOXOUT * FLOOR BOXOUT REPLACEABLE INVERT SEAL FL INVERT BOTTOM INVERT SECTION SCALE: NTS I DETAIL 5-M: SLIDE GATE SEAL AND MOUNTING DETAILS OPENING ADHESIVE ANCHOR WITH e—� (2) HEX NUTS WALL [LI1 SLIDE PLATE L11 GROUT COMPRESSION CORD REPLACEABLE GUIDE SEAT/SEAL GUIDE SECTION STEM GUIDE REPLACEABLE SEAL SLIDE PLATE SLIDE PLATE — SPRING CORD 3" 1" GROUT E t ADHESIVE ANCHOR WITH r(2) HEX NUTS TOP SEAL SECTION 77 WALL OPENING OPENING REPLACEABLE SEAL ADHESIVE ANCHOR WITH (2) HEX NUTS 1" GROUT WALL BOTTOM INVERT SECTION BOTTOM OF OPENING SCALE: NTS DETAIL 6-M: WEIR GATE SEAL AND MOUNTING DETAILS PREPARED BY: • Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 URE MECHANICAL D TY, NOI Apprvd. Date: 06/16/21 Chkd: FL DrWn: MLH Scale: Project No.: 2018-188 Sheet: M-3 6/16/2021 10:52 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS. DWG 72"X48" ACCESS HATCH WEIR GATE FLOOR BOX WEIR GATE INLET lk RELIEF SEWER ------------------------------ OVERFLOW AIR VENT AIR VENT 0 48"X48" ACCESS HATCH SLIDE GATE FLOOR BOX SLIDE GATE OUTLET DIVERSION STRUCTURES #27A & #74A 48"X48" ACCESS HATCH INLET WEIR GATE WEIR GATE FLOOR BOX 72"X48" ACCESS HATCH RELIEF SEWER DIVERSION STRUCTURE #105 SLIDE GATE FLOOR BOX OUTLET SLIDE GATE SCALE: NTS DETAIL 7-M: DIVERSION STRUCTURE ORIENTATION DETAILS DIVERSION STRUCTURE ELEVATIONS Structure ID Anticipated Existing Inlet Pipe Invert p Relief FL Elevation T _0_W_ Elevation Height . f Vent Above T_Q_W_ Division Structure No. 1 #27A 526.58± 521.58 539.45 7'-7" C' i'ir i Dn 511.ruCtur0 No. 2 N74A S42.18 f S2 8.18 S56.64 9'-4 •' Division Structure No. 3 111105 553.66i 54$.66 565.63 9'-5.' Wolf Meadow Branch 473A 544.19± See Detail 2-M. 555.27 10'-9" PREPARED BY: Gavel & Dorn Engineering, PLLC 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 URE MECHANICAL D TY, NOI Apprvd. Date: 05/11/21 Chkd: FL DrWn: MLH Scale: Project No.: 2018-188 Sheet: M-4