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Home My WebLink AboutSW4070701_Plan (Set)_20191030DocuSign Envelope ID: 4B86BF98-5509-455C-A30D-06E9919D6EE5 PROPOSED DEVELOPMENT ECHOTA IV WATUGA COUNTY, NORTH CAROLINA PROJECT LOCATION EXISTING CHALAKEE DEVELOPMENT (ECHOTA III) SCHEDULE OF DRAWINGS G-001 ..... COVER SHEET EXISTING ECHOTA II G-002 ..... GENERAL NOTES AND LEGENDS DEVELOPMENT G-003 ..... EROSION CONTROL NOTES G-004 ..... NCG01 STATE CONSTRUCTION SW NOTES TO C-101 ..... ECHOTA DEVELOPMENT MASTER PLAN BOONE � SHULLS MILL RD. C-102 ..... LAYOUT PLAN o� C-103 ..... GRADING PLAN CLARK'S CREEK �� C-501........... MISCELLANEOUS DETAILS ROAD SR 1136 C-502........... MISCELLANEOUS DETAILS EXISTING ECHOTA I EX-1........... EXISTING DRAINAGE AREA MAP EXISTING DEVELOPMENT ECHOTA II N EX-2........... PROPOSED DRAINAGE AREA MAP EXTENSION VICINITY MAP NOT TO SCALE 55 Broad Street ;''001111 �oo �AR�°�''� NOT FOR ` o`�,oFEss/pyo,o'I� , Asheville, NC 28801 N ='boc Spoo n�6a CONSTRUCTION 828.252.0575 o 029887 FOR REVIEW NC Firm License # C-0459-oo eft I IN 4�:* ni C! ONLY st#49 �F;3 F482... 111110 mcg i l lassociates. com 10/18/2019 OCTOBER, 2019 DocuSign Envelope ID: 4B86BF98-5509-455C-A30D-06E9919D6EE5 PROPOSED CONDITIONS GENERAL CONSTRUCTION NOTES 1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE FOR UNCLASSIFIED EXCAVATION. 2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THEN 95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE —DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS. 3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA NOT CLEARED OR GRUBBED. 4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EXTRA COST AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER SEPARATE COVER. 5. DISPOSABLE MATERIAL A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE. B. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIED UTILITY AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY, HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED. 6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY THE ENGINEER, ALL WORK SHALL BE PAID BASED UPON UNIT BIDS UNLESS SPECIFIED OTHERWISE. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK. 8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS. 9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING. THE SURFACE SHALL BE LOOSENED TO A DEPTH OF t4"-6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO —SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA APPROVAL BY THE ENGINEER. GENERAL NOTES: 1. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE, OR AS NOTED. 2. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS. CALL BEFORE YOU DIG, NORTH CAROLINA ONE CALL (1-800-632-4949). 3. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES. 4. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED DURING CONSTRUCTION. 5. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO CONSTRUCTION OPERATIONS. 6. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 7. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO THE LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT AGENCY. ALL TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. 8. ALL FENCES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S EXPENSE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED AS A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT AND THE ROAD AND CLEANED UP PROPERLY AFTER CONSTRUCTION. 10. CONTRACTOR MAY BE REQUIRED TO PLACE TEMPORARY GROUNDCOVER DURING CONSTRUCTION OF THE BUILDING, WALKS, PAVING, ETC., HOWEVER THE GENERAL CONTRACTOR WILL BE REQUIRED TO PROVIDE 95% COVER OF PERMANENT SEEDING MIXTURE IN ALL AREAS. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF THE SEEDED AREAS UNTIL 95% GROUNDCOVER IS ESTABLISHED AND IS ACCEPTED BY THE OWNER AND THE ENGINEER. I FA 55 Broad Street M Cgi Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 m cg i I lassociates. com 0,\%11 111 j/,,, BEFORF �°oFESS/4%�ti bocftned y: 029887 o _ V 0 INIk 'GGING 9 10/18/2019 NO. I DATE I BY PROPOSED SYMBOLS PROPOSED ABBREVIATIONS O GAS METER TC TOP OF CURB O SANITARY SEWER MANHOLE EP EDGE OF PAVEMENT CB SANITARY SEWER CLEAN —OUT EW EDGE OF WALK i SIGN INV INVERT PIPE INLET PROTECTION RCP REINFORCED CONCRETE PIPE CONCRETE "L" ENDWALL 15"-48" PIPE DIP DUCTILE IRON PIPE CONCRETE ENDWALL 15"-48" PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE PRECAST CONCRETE ENDWALL YI YARD INLET FLARED END SECTION CB CATCH BASIN CONCRETE ENDWALL 54" PIPE AND LARGER CI CURB INLET JIB JUNCTION BOX TB TOP OF BANK CONSTRUCTION ENTRANCE TS TOE OF SLOPE EROSION CONTROL MATTING FL FLOW LINE DSP DRAINAGE STRUCTURE PROTECTION — — — TEMPORARY SLOPE DRAINS P S PERMANENT SEEDING FLOW DIRECTION ARROW STRAW WATTLE ® RMS RIGHT—OF—WAY MARKER SET ■ YI INLET ■ CB CATCH BASIN WATER METER FIRE HYDRANT ASSEMBLY WATER SHUT OFF VALVE H GAS SHUT OFF VALVE DESCRIPTION PROPOSED LINE TYPES .—.—.—.—.—.—.—.— F F c c —__F F C C 49 -----ROW -----ROW ----------------- TD TD TD TD TD . PD PD PD PD PD . 3500- — 3502_ -----FOC -----FOC STORM SEWER FENCE LINE GUARD RAIL SANITARY SEWER (FORCE MAIN) SANITARY SEWER (GRAVITY) WATER MAIN FIRE MAIN GAS MAIN SLOPE FILL STAKE LINE SLOPE CUT STAKE LINE NC DOT RIGHT—OF—WAY LINE NC DOT CONTROLLED ACCESS LINE NON DOT RIGHT—OF—WAY LINE TREE LINE LIMITS OF DISTURBANCE PROPERTY BOUNDARY LINE BUILDING SET BACK LINE EASEMENT LINE TEMPORARY DIVERSION DITCH PERMANENT DIVERSION DITCH EROSION CONTROL SILT FENCE UNDERGROUND UTILITY DEMOLITION MAJOR CONTOUR LINE MINOR CONTOUR LINE CENTERLINE FIBER OPTIC LINE PROPOSED DEVELOPMENT ECHOTA IV THE SUMMIT AT ECHOTA WATUGA COUNTY, NORTH CAROLINA AS NOTED OFFICE MANAGER M. CATHEY PROJECT MANAGER J. MELISKI O TEL PED ELEC PED CAN PED SIGN CATV UG FOC UG TCS UG GAS JUG ELEC LP 0 UP E QTSP RXR Q MH Q SSMH Q SDMH Q COMMH Q ELMH Q J.B. SPIGOT o C.O. O E.SS 0 G.SS ® CB ® CI O WM A FH oa WV D4 BLOWOFF VALVE b G/M b G/V Da IcV Da PIV IN E.JUNC p SIG Box DESIGNER I. MESSINA REVIEWER X. XXXXXXX EXISTING CONDITIONS LEGEND TELEPHONE PEDESTAL 0 CALCULATED POINT ELECTRIC PEDESTAL GIPS 1/2" REBAR SET WITH CAP CABLE TV PEDESTAL ® CONCRETE MONUMENT SIGN ®CM—R/W RIGHT-OF-WAY MONUMENT UNDERGROUND CABLE TV SIGN ODOT MON D.O.T. CONTROL POINT UNDERGROUND FIBER OPTIC CABLE SIGN •RBF REBAR FOUND UNDERGROUND TELEPHONE CABLE SIGN •RRSPIKE RAILROAD SPIKE UNDERGROUND GAS LINE SIGN o PK NL PK NAIL FOUND / SET UNDERGROUND ELECTRIC LINE SIGN 0 SPINDLE SPINDLE FOUND / SET LIGHT POLE ®CPHUB HUB & TACK SET UTILITY POLE ®CP/NL GPS CONTROL POINT NAIL SET / FOUND GUY WIRE ANCHOR OCP/NL CONTROL POINT/NAIL SET GPS TRAFFIC SIGNAL POLE OCP/TEMP CONTROL POINT TEMPORARY MARK RAILROAD CROSSING SIGNAL NGS METAL ROD NATIONAL GEODETIC SURVEY METAL ROD MANHOLE ® NGS CM NATIONAL GEODETIC SURVEY CONCRETE MONUMENT SANITARY SEWER MANHOLE ® TEMPORARY CONTROL POINT SET STORM DRAIN MANHOLE ® NETWORK TRIANGULATION POINT COMMUNICATION MANHOLE ELECTRICAL MANHOLE A STAKE STAKE FOUND JUNCTION BOX INTERSTATE HIGHWAY SPIGOT/YARD HYDRANT 66 U.S. HIGHWAY SEWER CLEAN -OUT ELEVATION FINISHED FLOOR ELEVATION ELECTRIC SERVICE STUB -OUT O MW MONITORING WELL GAS SERVICE STUB -OUT •Pz PIEZOMETER CATCH BASIN 0 LANDFILL GAS MONITORING PROBE CURB INLET 0 SURFACE WATER SAMPLING LOCATION WATER METER 69 LANDFILL GAS VENT FIRE HYDRANT Q LANDFILL GAS COLLECTION WELLHEAD WATER VALVE Q POTABLE WATER WELL BLOW OFF VALVE OMB MAILBOX OR PAPER BOX GAS METER oPB POSTAL DROP BOX GAS VALVE 3SAT DISH SATELLITE DISH IRRIGATION CONTROL VALVE OYARD ORNAMENT STATUE, BIRD BATHS, ETC. POST INDICATOR VALVE TREES ELECTRIC JUNCTION BOX OR OUTLET 0 SHRUBS / BUSHES TRAFFIC SIGNAL BOX (H) HORIZONTAL GROUND DISTANCE (G) NC STATE PLANE GRID DISTANCE CULVERT x x x FENCE SILT FENCE -o-o-o-o-o-o-o-o-o-o-o-o-o-o- GUARD RAIL APPROXIMATE LOCATION OF EXISTING SEWER LINES - - - - W- - - - - W_ APPROXIMATE LOCATION OF EXISTING WATER LINES ----c-----G APPROXIMATE LOCATION OF EXISTING GAS LINES ( I I I I I I I I I I I I I I I I I I I I I TOP OF SLOPE ( I I I I I I I I I I I I I I I I I I I I I TOE OF SLOPE --DL-----DL-----DL-- DITCH LINES APPROXIMATE LOCATION OF UNDERGROUND CABLE TV LINE CTV APPROXIMATE LOCATION OF OVERHEAD CABLE TV LINE -----FOC-----FOC - APPROXIMATE LOCATION OF UNDERGROUND FIBER OPTIC CABLE LINE ----E-----E APPROXIMATE LOCATION OF UNDERGROUND ELECTRIC LINE E E APPROXIMATE LOCATION OF OVERHEAD ELECTRIC LINE - - - - T— - - - - T APPROXIMATE LOCATION OF UNDERGROUND TELEPHONE LINES T T APPROXIMATE LOCATION OF OVERHEAD TELEPHONE LINES -----ROW ----- ROW - RIGHT-OF-WAY TREELINE 0()00()00000 SHRUBLINE - - - - PROPERTY LINE NOT SURVEYED 000000000000000000000000000000000. ROCKLINE -- — -- — — — STREAM LINE — - - - - - — CENTERLINE CENTERLINE VARIANT -- — -- — — — SWAM PLINE/WETLANDS ----U-----U APPROXIMATE LOCATION OF OVERHEAD UTILITY LINE IPS IRON PIN SET CMU CONCRETE MASONRY UNIT RBF REBAR FOUND CPP CORRUGATED PLASTIC PIPE OTIPF OPEN TOP IRON PIN FOUND DIP DUCTILE IRON PIPE CTIPF CRIMPED TOP IRON PIN FOUND E&T ELECTRIC & TELEPHONE CMU CONCRETE MASONRY UNIT FOC FIBER OPTIC CABLE R/W RIGHT OF WAY GIP GALVANIZED IRON PIPE CENTERLINE O/H OVERHEAD C CURVE (SEE CURVE TABLE) RCP REINFORCED CONCRETE PIPE U/G UNDERGROUND POB POINT OF BEGINNING VCP VITRIFIED CLAY PIPE CID CALCULATED POINT PVC POLYVINYL CHLORIDE PIPE PB PLAT BOOK FFE FINISHED FLOOR ELEVATION DB DEED BOOK PG PAGE L LINE (SEE LINE TABLE) REF REFERENCE BLDG BUILDING DOT DEPARTMENT OF TRANSPORTATION NGS NATIONAL GEODETIC SYRVEY CIP CAST IRON PIPE NCSP NORTH CAROLINA STATE PLANE CMP CORRUGATED METAL PIPE MTR BOX METER BOX CONC CONCRETE GENERAL NOTES AND LEGENDS DATE PROJECT # FUNDING # OCT., 2019 18.00306 N/A SHEET G=002 DocuSign Envelope ID: 4B86BF98-5509-455C-A30D-06E9919D6EE5 55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociate \\,,,Illlllii,,, H A R �o`��oFEssio��i� N cui net by io 029 87 �0 _ S IN , o �,2�+�482... '��illllll,,,\\ 10/18/2019 aEFOR. GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE ll 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 NCG01 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 7 None perimeter slopes (b) High Quality Water 7 None (HQW) Zones (c) 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 -7 days for perimeter dikes, swales, (d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed -7 days for perimeter dikes, swales, (e) Areas with slopes ditches, perimeter slopes and HQW Zones flatter than 4:1 14 -10 days for Falls 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 mannerto renderthe 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 grass seed covered with straw or • Permanent grass seed covered with straw or other mulches and tackifiers other mulches and tackifiers • Hydroseeding • Geotextile fabrics such as permanent soil • Rolled erosion control products with or reinforcement matting without temporary grass seed • Hydroseeding + Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered • Plastic sheeting with mulch • Uniform and evenly distributed ground cover sufficient to restrain erosion • Structural methods such as concrete, asphalt or retaining walls • Rolled erosion control products 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 PAMS/Flocculants. 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/Flocculants 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 MATERIALAND 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 least 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. ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER o,,'77 I. " Es o Rn"ems o 0 0"-CTL BI1.LTFE"1E 0 0""LEs 00 00 SECT ON A Ire ITAPLE1 ' inn LIIATo" DE rE RMi"E D IN EiELD No:N�oE�EEna.EP LoEA.1o"oE.ERMI"Eon"E1Eoo�o REAE�E= " 'ET �"�oE�EE„a.E, M�", MA III OF THEnRUCTURE=CIACITY I"IMUM 12I"CHEIOEFREEBOARo C S TO o . o"AOE"o."oD_CE e o . so"AOETING DEVICE BELOW GRADE WASHOUT STRUCTURE NOT TO ICALE CONCRETE WASHOUTS ABOVE GRADE WASHOUT STRUCTURE TO ICIE 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 can 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 least 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. NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF -INSPECTION Self -inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. Frequency Inspect (during normal Inspection records must include: business hours) (1) Rain gauge Daily Daily rainfall amounts. maintained in If no daily rain gauge observations are made during weekend or good working holiday periods, and no individual -day rainfall information is order available, record the cumulative rain measurement for those un- attended days (and this will determine if a site inspection is needed). Days on which no rainfall occurred shall be recorded as "zero." The permittee may use another rain -monitoring device approved by the Division. (2) E&SC At least once per 1. Identification cf the measures inspected, Measures 7 calendar days 2. Date and time ofthe inspection, and within 24 3. Name of the person performing the inspection, hours of a rain 4. Indication of whether the measures were operating event > 1.0 inch in properly, 24 hours 5. Description of maintenance needs for the measure, 6. Description, evidence, and date of corrective actions taken. (3) Stormwater At least once per 1. Identification of the discharge outfalls inspected, discharge 7 calendar days 2. Date and time ofthe inspection, outfalls (SDOs) and within 24 3. Name of the person performing the inspection, hours of a rain 4. Evidence of indicators of stormwater pollution such as oil event > 1.0 inch in sheen, floating or suspended solids or discoloration, 24 hours S. Indication ofvisible sediment leaving the site, 6. Description, evidence, and date of corrective actions taken. (4) Perimeter of At least once per If visible sedimentation is found outside site limits, then a record site 7 calendar days ofthe following shall be made: and within 24 1. Actions taken to clean up or stabilize the sediment that has left hours of a rain the site limits, event > 1.0 inch in 2. Description, evidence, and date of corrective actions taken, and 24 hours 3. An explanation as to the actions taken to control future releases. (5) Streams or At least once per If the stream or wetland has increased visible sedimentation or a wetlands onsite 7 calendar days stream has visible increased turbidityfrom the construction or offsite and within 24 activity, then a record ofthe following shall he made: (where hours of a rain 1. Description, evidence and date of corrective actions taken, and accessible) event > 1.0 inch in 2. Records ofthe required reports to the appropriate Division 24 hours Regional Office per Part III, Section C, Item (2)(a) of this permit of this permit. (6) Ground After each phase 1. The phase of grading (installation of perimeter E&SC stabilization of grading measures, clearing and grubbing, installation of storm measures drainage facilities, completion of all land -disturbing activity, construction or redevelopment, permanent ground cover). 2. Documentation that the required ground stabilization measures have been provided within the required timefra me or an assurance that they will be provided as soon as possible. NOTE: The rain inspection resets the required 7 calendar day inspection requirement NO. I DATE I BY 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. The 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 documented in the manner described: Item to Document Documentation Requirements (a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy and does not significantly deviate from the of the approved E&SC Plan or complete, date locations, dimensions and relative elevations and sign an inspection report that lists each shown on the approved E&SC Plan. 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&SC Measures are modified after initial installation. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC Plan or complete, date and sign an inspection report to indicate completion of the construction phase. (c) Ground cover is located and installed Initial and date a copy of the approved E&SC in accordance with the approved E&SC Plan or complete, date and sign an inspection Plan. report to indicate compliance with approved ground cover specifications. (d) The maintenance and repair Complete, date and sign an inspection report. requirements for all E&SC Measures have been performed. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC to E&SC Measures. Plan or complete, date and sign an inspection report to indicate the completion of the corrective action. 2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on the site and available for agency 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 30 days. 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. (c) All data used to complete the Notice of Intent and older inspection records shall be maintained for a period of three years after project completion and made available upon request. (40 CFR 122.41] EFFECTIVE: 04/01/19 SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1. Occurrences that must be reported Permittees shall report the following occurrences: (a) Visible sediment deposition in a stream or wetland. (b) Oil spills if: • They are 25 gallons or more, • They are less than 25 gallons but cannot be cleaned up within 24 hours, • They cause sheen on surface waters (regardless ofvolume), or • They are within 100 feet of surface waters (regardless of volume). (a) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (b) Anticipated bypasses and unanticipated bypasses. (c) Noncompliance with the conditions of this permit that may endanger health orthe environment. 2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. Occurrence Reporting Timeframes (After Discovery) and Other Requirements (a) Visible sediment + Within 24 hours, an oral or electronic notification. deposition in a • Within 7 calendar days, a report that contains a description of the stream or wetland sediment and actions taken to address the cause of the deposition. Division staff may waive the requirement for a written report on a case -by -case basis. + If the stream is named on the NC 303(d) list as impaired for sediment - related causes, the permittee may be required to perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance with the federal or state impaired -waters conditions. (b) Oil spills and • Within 24 hours, an oral or electronic notification. The notification release of shall include information about the date, time, nature, volume and hazardous location of the spill or release. substances per Item 1(b)-(c) above (c) Anticipated • A report at least ten days before the date of the bypass, if possible. bypasses [40 CFR The report shall include an evaluation of the anticipated quality and 122.41(m)(3)] effect of the bypass. (d) Unanticipated • Within 24 hours, an oral or electronic notification. bypasses [40 CFR • Within 7 calendar days, a report that includes an evaluation of the 122.41(m)(3)] quality and effect of the bypass. (e) Noncompliance • Within 24 hours, an oral or electronic notification. with the conditions • Within 7 calendar days, a report that contains a description of the of this permit that noncompliance, and its causes; the period of noncompliance, may endanger including exact dates and times, and if the noncompliance has not health or the been corrected, the anticipated time noncompliance is expected to environment[40 continue; and steps taken or planned to reduce, eliminate, and CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6). • Division staff may waive the requirement for a written report on a case -by -case basis. NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 PROPOSED DEVELOPMENT ECHOTA IV AS NOTED ION VV THE SUMMIT AT ECHOTAOFFICE MANAGER DESIGNER M. CATHEY I. MESSINA DESCRIPTION WATUGA COUNTY, NORTH CAROLINA PROJECT MANAGER J. MELISKI REVIEWER kvAW:1:v:1:vi NCG01 PERMITTING NOTES DATE OCT., 2019 PROJECT # W-101919191. FUNDING # ►v_1 SHEET G=004 DocuSign Envelope ID: 4B86BF98-5509-455C-A30D-06E9919D6EE5 PHASE 1 PREVIOUSLY APPROVED SITE INFORMATION: PHASE 3 PROPOSED SITE INFORMATION: PLAN 1. TOTAL AREA = 118.26 AC. = 5,151,405.60 SQ. FT. 2. TOTAL UNITS = 268 SINGLE FAMILY = 108 ( INCLUDES DUPLEX SITES ) MULTI FAMILY = 32 BUILDINGS X 5 UNITS = 160 3. IMPERVIOUS CALCULATION MAX IMPERVIOUS AREA ALLOWED = 5,151,405.60 SQ. FT X 0.12 = 618,167.67 SQ. FT. 12 % IMPERVIOUS AREA PROVIDED SINGLE FAMILY SITES : SINGLE UNIT = 48 UNITS X 1,488 SQ. FT. = 71,424 SQ. FT. DUPLEX UNIT = 30 UNITS X 2,776 SQ. FT. = 83,280 SQ. FT. TOTAL = 154,704 SQ. FT. MULTI FAMILY DWELLING UNITS = 32 UNITS X 2,400 SQ. FT. = 76,800 SQ. FT. COMMUNITY CENTER = 16,065 SQ. FT. ROAD AREA = 224,552 SQ. FT. PARKING AREAS = 104,160 SQ. FT. 154,704 SQ. FT. + 76,800 SQ. FT. + 16,065 SQ. FT + 224,552.00 SQ. FT + 104,160 SQ. FT. = 576,281 SQ. FT. 576,281 SQ. FT. / 5,151,405.60 SQ. FT = 11.2 % EXCESS AREA = 618,168 SQ. FT. - 576,281 SQ. FT = 41,887 SQ. FT. PHASE 2 PREVIOUSLY APPROVED SITE INFORMATION: 1. TOTAL AREA = 58.18 AC. = 2,534,378 SQ. FT. SOUTH SIDE OF RIDGE (WATERSHED AREA) = 1,662,620 SQ. FT. SOUTH SIDE OF RIDGE (FOSCOE ZONE) = 70,352 SQ. FT. NORTH SIDE OF RIDGE (COUNTY) = 801,406 SQ. FT. 2. TOTAL UNITS = 156 SINGLE FAMILY = 12 MULTI FAMILY = 144 WATERSHED : 3. IMPERVIOUS CALCULATION (SOUTH SIDE OF RIDGE & FOSCOE ZONE) MAX IMPERVIOUS AREA ALLOWED = 1,732,972 SQ. FT X 12.0% = 207,957 SQ. FT. EXCESS AREA (PHASE 1) 41,887 SQ. FT. EXCESS AREA (PHASE 2) 6,680 SQ.FT. MAX IMPERVIOUS AREA ALLOWED = 256,524 SQ. FT. IMPERVIOUS AREA PROPOSED : SINGLE FAMILY UNITS = 12 UNITS = 15,432 SQ. FT. MULTI FAMILY DWELLING UNITS = 10 BUILDINGS = 72,000 SQ. FT. TOTAL = 87,432 SQ. FT. ROAD AREA = 112,725 SQ. FT. PARKING AREAS = 48,763 SQ. FT. TOTAL IMPERVIOUS AREA PROPOSED = 248,920 SQ. FT. (11.94% OF ALL 3 PHASES) PHASE 4 PROPOSED SITE INFORMATION: 1. TOTAL AREA = 46.73 AC. = 2,035,559 SQ. FT. SOUTH SIDE OF RIDGE (WATERSHED AREA) = 1,413,593 SQ. FT. 1. TOTAL AREA = 121.75 AC. = 5,303,430 SQ. FT. NORTH SIDE OF RIDGE (TOWARD BIG BRANCH) = 621,966 SQ. FT. 2. TOTAL BUILDINGS SOUTH SIDE OF RIDGE (WATERSHED AREA) = 2,744,941 SQ. FT. MULTI FAMILY = 23 SOUTH SIDE OF RIDGE (FOSCOE) = 2,558,489 SQ. FT. CLUBHOUSE AREA WATERSHED: WATAUGA RIVER BASIN, (B, TR, HQW) 2. TOTAL UNITS = 307 3. IMPERVIOUS CALCULATION: SINGLE FAMILY = 99 MAX IMPERVIOUS AREA ALLOWED = 15,024,715 SQ. FT X 12.0% = 1,802,966 SQ. FT. MULTI FAMILY = 208 (ECHOTA I, II, III, IV) WATERSHED : IMPERVIOUS AREA PROPOSED 3. IMPERVIOUS CALCULATION (SOUTH SIDE OF RIDGE) MULTI FAMILY BUILDINGS = 23 BUILDINGS = 117,196 SQ. FT. MAX IMPERVIOUS AREA ALLOWED = 5,303,430 SQ. FT X 12.0% = 636,412 SQ. FT. CLUBHOUSE BUILDINGS = 12,292 SQ. FT. IMPERVIOUS AREA PROPOSED TOTAL = 129,488 SQ. FT. SINGLE FAMILY LOTS = 17 LOTS X 5,000 SQ. FT. = 85,000 SQ. FT. ROAD AREA = 51,904 SQ. FT. SINGLE FAMILY UNITS = 12 UNITS = 15,432 SQ. FT. PARKING AREAS = 137.268 SQ. FT. DUPLEX UNIT = 25 BUILIDINGS = 64,850 SQ. FT. SIDEWALKS = 14,427 SQ. FT. TOTAL IMPERVIOUS AREA PROPOSED = 333,087 SQ. FT. (ECHOTA IV) TOTAL = 165,282 SQ. FT. TOTAL IMPERVIOUS AREA EXISTING = 1,454,933 SQ. FT. (ECHOTA I, II, III) MULTI FAMILY DWELLING UNITS = 33 BUILDINGS = 93,441 SQ. FT. - _ TOTAL IMPERVIOUS AREA = 1,788,020 SQ. FT. (ECHOTA I, II, III, IV; 11.90%) COMMUNITY CENTER = 6,916 SQ. FT. _ _ ROAD AREA & PARKING AREAS = 364,093 SQ. FT. - TOTAL IMPERVIOUS AREA PROPOSED = 629,732 SQ. FT. (11.5%) -� EXCESS AREA = 636,412 SQ. FT. - 629,732 SQ. FT = 6,680 SQ. FT. EXISTING - ECHOTA II DEVELOPMENT Ej EXISTING �j�� D}C ECHOTA 11 EXTENSION REENRE O V-7 TH-R10 TH-R9 TH-Rll \ 0 ® O O 5 I I I I - 55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 m cg i I lassociates. com 01 N CARo�,',% yC Off, �F ESS/pN,°% rhAock%gned*by= 0 029887 0 , N ING QP� 10/18/2019 TH-R4 TH-RS TH-R3 ^` M-R/ hi ��p16 W aTH-R14 NO. DATE BY EXISTING - ECHOTA III CHALAKEE DEVELOPMENT i Cj ED CDTH-R19 TH R 3 L.2 TH-R22 TH-R21 TH_R20 i EXISTING ECHOTA I DEVELOPMENT DESCRIPTION 0 PROPOSED DEVELOPMENT ECHOTA IV THE SUMMIT AT ECHOTA WATUGA COUNTY, NORTH CAROLINA M 1 LOK 2dW.! / 11 � 1 / PROPOSED ECHOTA IV - THE SUMMIT AT ECHOTA DEVELOPMENT 300 0 150 300 600 GRAPHIC SCALE DIVISION VALUE = 300 FEET OFFICE MANAGER DESIGNER M. CATHEY I. MESSINA PROJECT MANAGER REVIEWER J. MELISKI ECHOTA DEVELOPMENT MASTER PLAN DATE PROJECT # FUNDING # OCT., 2019 18.00306 N/A SHEET C=101 DocuSign Envelope ID: 4B86BF98-5509-455C-A30D-06E9919D6EE5 l Melinda Cook �5 01912,39 PLAN . • -'''' • / Stanley Taylor • • -'''' Book of Records 222, • PROp -EURB INLET ,�/� page 850. • / • FFER �-' r PROP. PREFORMED v - CONC. FLARED END (This tract claims right—of—way by \ • i�v�GE�P'��0 B '' SECTION Deed Book 69 at page 514) w 14 / . • � \� (TYP.) ' ' • -''' PROP. CURB INLET 13 (This tract claims right—of—way by 12 Deed Book 69 at page 514) • / (TYP.) ' 12 PROP. PREFORMED CONC. FLARED END � 1� ' SECTION (TYP.) PROP. CURB CUT j� PROP. CURB CUT r Ate, k� PROP. 1'-6" CONC. CURB AND GUTTER I' 11 PROP. CURB INLET 4.5' WIDE 2 SIDEWALK PROP. CURB INLET I (TYP.) / PROP. JUNCTION BOX I I PROP. PREFORMED 10 0° PROP. PREFORMED I CONC. FLARED END � 8 CONC FLARED END. I SECTION 2 /' SECTION $ • PROP. CURB INLET /X I PROP. BUILDING w PROP. BUILDING 9 `` � PROP. YARD INLET I � (TYP.) m ; 8 PROP. CURB CUT I o ,,� I Q 6 Lu 5 �/' 7 > I: ,P 3 0' 9 PROP. BUILDING M�,r�, 00 (RETAINING WALLS xo°� (TYP.) ( 100 RECREATIONS II I AREAP41 re� 1 PROP 'GU \ RETAINING WALLS CURB AND TER o I I x 24, (TYP.) e% I J PUTTING GREEN RETAINING WALLS r I v ��I��t a Ea s Ridge, 52 . I � 5' MADE PROP. CLUBHOUSE BUILDING (TYP.) i I SIDEWALK 24 i� � 2 ' (TYP.) ED 24, IC I ' FOUNDATION I CONSTRUCTION rREA L °o t CIO EXISTING 8" QPCi`. WATER LINE a 55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 m cg i I lassociates. com 3n.� LAWN AREA PROP. CLUBHOUSE BUILDING (TYP.) EDGE OF PAVEMENT � PROP. 9' x 18' PARKING SPACES PROP. BUILDING . � ' (TYP.) 453 �a sSAq�n�d°JTy = o o29s � o = � FF � F 7,�,ifF482.. GING QP� 10/18/2019 \ 19 LO NO. I DATE I BY I DESCRIPTION s, X PROP. CURB INLET (TYP.) � o � PROP. CURB CUT � 23 / (TYP.) > PROP. BUILDING/ PROP. 1 -6 CONC. (TYP.) i CURB AND GUTTER o� (TYP.) PROP. CURB CUT PROP. 9' x 18' ,l / 22 7 PARKING SPACES % � (TYP) PROP. CURB CUT �L°\ PROP. CURB CUT I i 12 / • 2/ / 15 1 12 + - / •• NI / I i 16 ' 1 20 % of / 0) PROPOSED DEVELOPMENT ECHOTA IV PROP. CURB CUT / PROP. CURB INLET/ v / co PROP. CURB CUT 4 PROP. BUILDING/ 20 (TYP.) i PROP. BUILDING / / (TYP.) / / / 18 / i / / PROP. BUILDING i I I -P II .. / / / / / / / / / / / / / ' Peggy Clark / 019/,39 9 / / / / / / / / / / / / / / / / / / / / / THE SUMMIT AT ECHOTA WATUGA COUNTY, NORTH CAROLINA 60 0 30 60 120 GRAPHIC SCALE DIVISION VALUE = 60 FEET OFFICE MANAGER M. CATHEY PROJECT MANAGER J. MELISKI DESIGNER I. MESSINA REVIEWER DATE OCT. 2019 LAYOUT PLAN PROJECT # FUNDING # N/A Luttrel SHEET C=1 02 DocuSign Envelope ID: 4B86BF98-5509-455C-A30D-06E9919D6EE5 � " ,__// _/ i � j/ / �//�_/ j==�i�/_� � / =�-ram' -_ \ - /%---i�/� �. \�\ `ice i _ -�� \_-�_--�-- -� _� /---- /�-�___---_''^%\� J"� �` r' \ \ \ \\\\ \ '-'�_ - / / / / // / / / i� v 3470 r i /� / // / // / / �' / / i / / // / / / / // / / / _ - /_ / �' % % i' _ - / /^ _: --. /ice,_ \ \ ` i ` - - _. 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" l/%'/ k/ IIII / / / / / / /� / / i / / / / �/ /// /// / IIII /// / %/ /�^ /_-/� //- �_ -\ - i.- i\ �/ \\ \ \ \ \ \ \ / 1 I r I _\ // I I / / 1/ / / T / ///// / - / / // , / / /// / J �// /-�/ J \ - \ / / / / / / / / // / \o / / / / / / sue/ / // /i- /�� / - \ / PROP. CURB CUT,\ \\� \ \ /' /'/ I 1 % ! / / / // / // / / / - / / / / / / /// // / / / 1 �/ /- / i/ / \ \ \ / / /J l/l / / /i / , / / / / \ r �f` - / \ \ / / / // / , , IIII , / / / / / / / / // / 1.1 / // / / //, � / -r \ \ \ \ \ PROP. CURB CUT ( / l I l rl / // I i // _/,// / / // // , / /// // //// l // IIII/ // \ _ �� \ \ \\\ - SEE DETAIL ON \ \ \ \� \ \ \ I /I, II/ / / l/ /ii // / / / / / / / / // / / / // / / / //// / ' "' 11 IIII /�/r/ /// / � /-- / I - _ // I CI-11 / ( \\ \\ \ \ / �, / / / / / / // r / /� // // ////r// / �// /-\__ �/ til 1\\ \> / \ \ \ \ \ \ \ \ , (SEE DETAIL ON �\ // / l l I 1 11 /Ir IIII IIII �// / // / , / / / / / �/ / / / / �/ /� _ \\ / \SHEET C-501). \\ \ \ \ \ \ \ \ \\ / /SHEET C-501) / l l / l II I r l IIII l / / �`',-I %� -'/// / / / / /// /,1, / / / � //'5/ / /'/ / , / IIII/ / ////� �// / 7i' / /�//% %,'_�� f` �� ,�J�^--\_- \ \_-13 \ I / / / / / \ \\ \ \ \ \ \ \ \\ \ \ \\� / \ /// ,/ / / / / I / /1 II 1 (lllb°/l// ///// /j // t c�// _ �� / / �''' / / // /IIII // / f- /// ,/-� � / f /� FES-S:�rI \\ 1 \ \�\\ \ \\\ \ \ \ \ / f \ / )/ / / / /I l l 11 �i/// �l 1 ( /))I / l / IIII -` / / rr- r r / / ,\ / / ( I I I I ll/ l / �1r' �tr-ci�ijc�( rlll �01'5 // /ice / / // /i'/_ /-�s� i' jJ / \ 1 \ // / IIII l / J Ill/ rll//,/l / // // IIII /J /� // ��\x / / / / �{ po' i /�q�/� q �'�i / / �i / / J L IIII/ , / // /� �-J- III I , - _ /\ f ` / \ I - \ \ \ \ \ \ \ \ \ �\ \ \ r //// / / / / ' I - \ \ �'\ \ \ \ \ \ / 1 \ -� / �///"/ / _-</j / �// �// /�'// / / , / �/ �/ 3/ / / / I , / /// ,, � �/t,-, ✓ \l� I /'-/' •/ . / , / _ � / / 1 / / \ \ \ _ \ \ \ \ \ 1 1 \ \ \ \ \ \ \ \\_---' \ CI-15 // / �/ �l 1l S(r l llllll//Ill/ IIII// ///, �/ /, /,,,/ // / / / / / / / / / �r� // IIII /// IIII // // / /�/� �� // S� L / r CI-10 + \ , \ \ \ / / / // ( //// // // /// // / r /%��`i / / ` / / // /� / / // / / l / / \ - / / // / ll ll l / IIII // // / /,�/ / / /// /'/� 0 /////" ///// /� / / / /// / ��r/�/--/ / / / / _ / ', a / / / JJ - _ \ - �+-� - t _ \ \ \ \ - �� ll�l 1 Dili// / / / �/ r �\ _ ,,__/ _ / / / // f�l ll I IIII IIII// / // / _ /,lam �i�/ / // /i /// IIII/// /�/// / / /� �/_!- l,,\ �� \ \ / \ \ \ \ PROP. CURB CUT\ // / / 1Jl! 11 (lr / 11 IIII // y' � - / �, / _ � / / / // : /� / � - � \ �` 1 \ / / / , / II I I \ (11 // / /r 'IIII IIII / i� �/ �// ii%' / / / / /i' ri /h° // // /ii ///max/// '/// - - (f�' fJ%'i f ° \ 1 \ \ \ \ \ (SEE DETAIL ON'\ � / /FES-10� /r/////// //��)l�Jr/l//1/l IIII ll/ / / / / �/ /'. ///, / //-/ /// ' /// r/r_ / / / - 6 I \ / , \\ �/ /, ./ l /I/ // / ///IIII ( /llllllll/// /// - / / / t 11 11 / I r /,// ,/ �/, - / , / / / / / '- ' /�'' //// // /// ( ► \ \ \ k \ \ \ ) SHEET C-501 ,__ CI-91 \ / // / / / / //r1 //rl ll 111�/r1111)(r)/ 1/ Illl/llll / _ / / /' '/ / IIII% /ii' / /'/iii / li/sJ� /,� ;�-�\- r _ I 1 1 -\ / / / / /J 11 IJ� IIII l / ', / / / /, / i�'�/iii /' /' "' ' / // //-ram - / /- // / / / /�/,/ /�// / /r'///// /�//,k6o/// j ///////'i/'// I/ r // _ _ \ \ \ \ \� / \ \ \ ( / / /// /�1 // /l l 11 / ll�lllllll// / / / / / / - /�i / / // / // // /// // // / // / : - i /- - r // \ - \ \ ll / ll IIII IIII / /i // s // // / \ / I I I \ \ \ \ / / / /'/ '///' / / ��/' �' �i' / / / / / / / / / / IIII // / // IIII // / /i� (\ / -_-_ � _ / \ \ \ - \ \ // , / // // / / / / / / / // / / / // // // /� / / / �1\ / � / / y 7 I I I \__ l / // /-''/ // //) II ��////�/ / / / /// j' /ii'/j i ��'i /ii" /' '�j / - - " /,ii''/I k�o//,/'�%/i' ///i//�,/ /// IIII ) // 1 /- / PROP. CURB CUT------ / \ ` �\ \ / / / / / �/ // // -//// // ,//I/�i ///, / ll ll/l //ll /l/ / \ / � / /� ///% /�/ / / // // / / / ,, / / / / / / // / // r / - FES J4 \---- , PROP. CURB CUT.\ \ - �' /i_ s%' / / /iilf / /�l' l l "/' i / / / '/ / / /, j / r / / / , , / / // / //, /� / /,/IIII/„/, /,,/ ////'�// - //' / rr/ ) f f� -- \ I I SEE DETAIL ON �/ / / / , ,- , /,I// / / //, / /, j// //// // 4g //// //// // / �/ /�%J / ' `� / �C \ �-' \ ///// /i // '� /�/'// r ///' l I, / �// / / %/ / / , / / / / / / / // / / / // / // // / / ti ii - \ I \ / J. SEE DETAIL ON / / /// , / / r/ / / / / / / / / / / / / // /////,-/ /3 / /- l I ---- / ( � I l I / / / / ///IIII// l /// // // /'/ /' //'/ // // // / ( \ \ SHEET C-501)-,_- --/-- _, / // -- / /�// /IIII //////// / , / / , / / / / /// /// / // / // // / //// //, / ///�//ram_-� J /(\`� \ \ \ \ \ // /// / // // / // // / / , / / // / ,- // / � // / /IIII / // / / / // /, /// / / // / /- a r \ _ _ _ - - - � , ,SHEET C-501) \ ` I 1 I I 1 1 I 1 (I i) � // / i / '/ f/ / / ///1/i////i//i/i/ ��, , /j /// / / / �/ / /// _ // /,, /, //, �- '/"////^'9/l /// // ,/// ///- jam- %�J�\�\�_ -- \ \ \ / l / di / // / /// / / / / //// / / / // / / / / / / // /�'i/ // / / / / /i /// / /// /, //'.,i/ -�, - J' ) / \ \ \ \ \\ \ - - _ �`- ` \ i l // / r/ /�//// //1 / // ////�/// /// / //, /- / / / / ,/ //// / // / / /_-/ u \ -PROP. CURB CUT= \ \ 1 III ► / / /I s / / /� / // /IIII IIII / I l/ // // / / (r / / "/ / �' / / / // IIII -- // // / // / / , / / v- \---- -\ \ I I / / I / - \ \ \ \ I I l / // // // l// /// //_ / / // / //� / ////o / / //// , r�t\//,,- / \ \ \ \ \ ` \ \ � /' -(SEE DETAIL ON \ - \ I ll /�r�l/� ///,//�/,// /��//// /// / r'�I // / /_// / ///// /////50/// IIII// / mil // // /\ \� CI-B- ) \ \ <- _ \ I 1 �// h)1 r// /�%//�///�/// %// l'% / �'/ / //-'ter i i ��/'/ / "''''' �'/ %ice ' i ' r j/ii' / // /// //// '�// tf /r - I \ \ \ `\ \\ \ / - -_�\ �\ 111 \ I I I III /// / �/ /�/ /j //1 /� / / / , //, // , //, / , r \ SHEET C-501 / \ I I 1 // /�/ / / / / / / // / r / / / / /// r / �- // /__ / , / / / // / �'/ �_ J✓ I \ \ \ \ \ / / )- / / // /, / /�// // //// //// / /// // / // �/ / / /, / I /////� / // / // ///////// / / / // / // / / - %� - 1 I \ ` \ \\ \ \ / \ \ \ \-, j�11\ II II 11 I I If x// // ,// / / // / _- /r =- / / / / /// / II'' r /%' /�_ /� /// / /// / '// / / /�� \ \ r-- \ \ I ( 11 IIII // //�j%/�/// /// // i // / i �/ % / / / /i /// ////�f/ i ////,�/ ��/ice,- j/, ////�// / hh%// // ///////� //I r �- ,- -� \� _ I \ \ / / __ --- �\ \\ '__ / /// // \ ( / / / / \ 1 1 I / // / // /// //// //// // / // /// /// /// / / r \ ( I ` / / \ IIIIIII 11) I I11 II /I0ifl / ��// / / // i // / ' /-�r/// / IIII IIII �� /, //�/ , �/ ///////// / /%//p'-, - /,///�//// \ > > \ \ i / �- 1 ` \ L / / _ / / \ \ \ 21 I 1 1 I Il //�/////// /// / / / 1 - 11 / \ / / ,/ _ /�// \ I I III II lJJI 1, / r/ /i // /ii // / / /'/ __,, /j'// i/i�'�I j�� / ii IIII J/r , IIII //� // // / �/` - -r - -_ / \ \ / / // / i �'!%�- -i/,/- / / i'/'/ /// //I/'' / / j� 'ii' /'/'''i�ii'��%ij�% //'�1/ ''/ /' %1/ \\ \ \ \ CI-7/ / / J / \ \ \\ \ ( f / / / // /� \ \ 23� \ /\ \ \ \ \\I\IIII IIIII 1 I I I 1111 II ll�/lrll r'l llllll//`/ IIII /////////// /i / / / �� r - / / /// /� // /' i/- i / 'i/ /// IIII// / / //,/ /l(J(r �\ \ \ / / / \ \ \ \ ( / / / - - \ 1 CI-12 /� I I I I( ((I rl ( 11/�///�// /// / ///�/// �" r �\ -_ \ \ \\\ i l III ( I, \\I(IIIIIIII/1(Ij'I/1 llllll /' / i' /'''�//i'//// /// / _ �_ , /// // ///�/ / / / // �� / �- / CI-6 / / /- 1 IIII I111 I I II II // / / /// // / // /Y// / // '' / /''/'/ / // p� ///� //, / 1l l \ \ ` �l �/ / \\ \ \\ \\ \\ \\ \ I\ \ I I/ / // �// \ � . I I (1 � / / / :-- -/�, , /// //// / r �/��/�i'�___�� / /// //// //„353✓^/,/ ,/ /, /,I,<<.� l \ / / // / r-- / �,/ IIII // /� /� ///�_=_r// /'// //// ///�iJ _/ / / L 1 I / / / /' \ /- \ I 111I I /// // /// 1 /- \ \ \ \ \ \ \ \ I ( / \ 15 1 / . \ \ + \ \ IIII I I III\ I I 1 I I 11 II l rl Ill/ IIII �' / '/ // ///// /r// /i �i''i //// IIII / �,o/ ////, ;FES-2 1 I If \\ / J� \ \ I ill IIII I II I / // IIII � /i /// - �//// IIII ,/ '/' / �, / /a , hx / /// ` l \ \ \ \ \ I ( / / , / / ,a /JI 1 I I II II I I 1\ I I III 11 I 4I Ill/ 1i// I111 III/ Illy /// //// / // // // , /� / /I / ,y /// 1•r \ I _ I I I I/ / / 1 1 I I\\ 1\ 1 11 ( I I I I I I I II I I 1 I I I I I I I I 1 1 I I1f((I I I (11111111111111 ll Ill II 1 // IIII /� �,-"// __ - //// //j/ I //_/// _/ / IIII // 1 11 r IIII / / / Ip\-�� \ _ \ \ \ \ \ \ \ \ / � 1 / ( I I IS I (1 / 1 /l lI /� IIII/// // �', /_--_, _ /�///�'/r'/ -, /// / /l1\�, \ ( , - \ \ \ \ \ 1 I l^ \ \ ` I I / 11 �I I �� )Iljlll II I I �II 11 I �11 1/�/ If( /// / // -/ � //, /// j// /��- /��'�- _-' / / //// o/� / / „/ ' 'i%'' / / / --\ \\ \\ \\ \\ \\ \ 1 I I 1 / / / ,/ �\ I 1 I , \ \ \ \ I Jl j I I I I I I I1�(1 (IIII II 111 I11 I Il I / IIIIIII IIII 111 1j /Ill II Illy I I �// /--//�ri� i-r j//// I///�j// '/ '' � - _ _i // /S / / /h // // /// _ / / / // /_�__�=_ %'' �'/'// / / //// 'h // ' j/ / \ \ ( l FES-3 \ \ \ \ \ \ \ 1 1 I I 1 / / \ l l I I \ \ 1 I I 1 f I II Ill/ I I I II II I I 11 IIII I�l I /��/ ! /// / ,// /� //% -- //// / / / ///, , / I 1 / JB-5 \ \ \ \ \ \ 1 I I 1 1 / / / \ \ \ \ \ \� \ I 1I 1 IIII I I 11 I \ 11(1 11 �(II II III IIII IIII 11j1 II I 1 IIII IIII // /� _-�/'// ,- ',,, // ///i'/i'��'_ - /"//� l / , IIII / " / / /\ \ \ I / \ \ \ \ \ \ \ \ \\ I I //_ �/ ///, �/ // / - r/// J ///, r /, / /,/ X / / \ � l // \ \ \ \ \ \ \ 1 I I I ( I / / / , \ 1 \ \ _ . - I I 1If I I I �II I I II II I IIIIII 111 Ill/ III 1111111111111 IIIII 1111I11j1 Il�jll�ll 111111111 / \ I / \ \ - r-J / I 1 (1)/1IIIIIIiI 1i111�iI111IIII1111111J1IIII I111\\)l //_'//// _ i// ,// / //� /- - / /// / o / / \ 1 1 I I / \ \ \ \ J ✓f I \1( I II I 1 I /// / _ //� /---- -_/ - / / ////// //� / / CI-2 \ 1 \ \ \ I I 1 ( l 11 / r \ \ \ \ \.16 \� \ / J 1 II /I I I IIII 111 /III ( I 1 I ICI /'///ii'/ice%��'' _//j� / // %� /-//�� /_---=---'-/ii'/ / /i// / j, / /%j/ / ( I / r / / - \ \\ \ \ / 1 1 /J 1 I I / // -; /�''�'/ -i / // // / r / 10 / / CI-4 \ \\ / - \ \ \ \ 1 11 I I 1 1 ) I I (► r/ ► (� S�D'f LE\4`, \\FES 7 \ \ \\ /g p ► I ► IIIII 1I11 111111f► Ifl )ill llll )11 11111 111111111111111j1I1111(1/lllllll)(1111 / IIII / = / /// IIII // _ -- / � / _/ /// / - \ I \ I ) (I 1 I \ \ \ / I I 1 I I I 1 1 II III IIII )III II11 II11 1/I 1/l/ rlll // /-�/,- /// // // / // - ----- / / / / \ r \_ \ \ \ I III 1 I / 1 / I PROP. PERMANENT I / I ►IIII 11 l I I\)j11 III I� 1 11 / ',->, �'// % %I i'�/ �''%� /�� -_===�j'/��-��//��/i' /%ice /' r 'r / / \ \ I \ \ \ I IIII / \ r / r lI II 1 111 I III I II/IIIII1(I'(11I IIIIIII 1111I1111 II III /llr�llll /// /,�;/ = ' ' '///, / - -- 1 / / / /i / , r / \ \ I I 1 1 \ \ \ \ I I I I 1 I I ((fir /) I' DRAINAGE SWALE \ \\ \ \ \` I1 I / IIIII I I J 11I I I 1 III III 1 JI/lr I / // _ // / // / ^t ^_, /, /// ,.// \ 1 \ I 1 1 1 \ \ \ -4-� 1 1 II l IIII II I \ ) IIIII II 1 I III III II''!( 1111 /�'//ii' %/__-;-ter' i'i'% / IIII //� �' /i==--- �i''' %� '� - \ I I �� J_ \ \ I f / I \ \ \ \ 1 111 I I I 1 f I _ �� \ ' 1 I1 II I Jrl I� 111 III llllll lilt I111 1/ll/'�111 /l / /i/ r _ /// / - r- 1 �\\ / \ \ / /II 1///I II II I I I / /�i// // / 1 / / FES-1 / ( / / r / ) ) I IIII, ' /'- , / //// i //-_ - , -_ / / / /,/ ) r \ \ I ( I" 1, II \ \ \ \ \ , I I (1 ((SEE DETAIL EC-7` �, _ \\ \\ A Z�, / CI-14 / / r , 1 IIIII I 1111 IIII Ilyl IIII 11I 1I►I u i I I )/ lI (, ] l 1//, /// / // /// // / �/ ��; ✓/ �� /,-�/ '� -- , - /' / /'/ I r \ / 1 I '�\ \\ \ \ \ \ \ I \ 1 I I I ' ON SHEET C 501 `\ �w / / IIII I ► l l 11 I !f/IIIII IIIIIIIIII 1 t1 1111 III Ill► III/ /,I rl/, II// IIII 1/ ////// -1IIII/ /�--/ / / / / r-_r_ / / � / \ \ \ \ \ \ 1 \ / r-\ \ \ /" / / // // ///� // �/ / ,/ /// /// r- � -r / / .- / \ (�- / / vJ \ \\ 11\ (I )� �\ \ \ \ , Illy/II11/IIII/IIIII I (II 111111%11 I IIIII I III/I/ Ilrl JI lI1/rl 1 II 1 // //////// /,�_,�/� _ - -. // / � / -, / �� \- � /, , / // _ \ I I / 1 / / I I 11 / I 1 \\ \ I / \\ ll)' \\\ r l l 1 III I II ► IIIII IIII /1111111 1' I I lIl 11 I / / // / \ r / /, \ r / / / I I / \ \ \\ 1 Il 1111IIlIl ( \ , ,,\ - \ \ r II I111I /�/ / ////////;'� - %; '�_�%/%/- /<, - 'r -/`� --- / , \ \ I I I 1 YI- / 1 / 1 I I I 1 \ \ 1\ 1 I I / / /\ \\� _- \\\ / FES-91// III IIII ► 114►IIlIV111II11 1111111III 1 ► I - / / !r \-. I \ \ \ \ lI \ I I I (/ / / l / ill / r I l I 1 (1 I 1 1 I I I I I1)I IIII Al J 11 1I 111IIIIIIIII )III 1/g//'I(/IIIIIIIIIIIIiII /%,'%iii/i'i'/iii'/j- �i�/��///,j'/,iiij� ''�-�-%\�-__/_'//��'/ // \ 1 ( 1 v I l/ I ( I I ' 1 r/ l ) \\ 1 ) IIII / 1 / //-\-PROP. CURB CUT / / / 11 I I I I / / IIII /// i ///��/'//i' / - / // / \�-__/ f -, ) I I / J I I I \ ( III // 1 1 // 1 / // / l I lI I I I I I I I I /111II111/IIII II 1 II Ill/ IIII )!llllll (II 1J11 IIII \(\, II // IIII/ / // �� / j j j%�////r ice= � - \ / I I I / \ ( / \\ \• \ / 1 II I 1 II / , 1 \ / I 1 / // \ 1 I / (II Il I I11 1 //////// / //// /'/ /-,- /' ;,- __ � _--- __ - \ I \ / \ \ \_-- I ) r°( /I II // / // // \ SEE DETAIL i lI I I 1►lI i ///// /// ////// //,'/ / /,,// �� ///� /!�� -- - /j - 1 / 1 �, I/ Ill/ /// //' ( \ / l IIIIIII 1 1 I 1 I II l I 1 I l \ I , ( ` 1 I \ 1 \ / 3530 / / / / / / / / -� - / / / / / ' / / / I / / / / / I IIII IIII I I 1 1 I I I II/II �l/ //I/'111 1\ \ I III \\ I /////��'/' //" /I -",/%'/ 1-% - �� %// --- ___ CI-1 I l I / \ \ - / / / , ) 1/ I )/ // / /r/ /Q/// ,--\SHEET C-50' \\ \ - (/ // / // //II I 11111I1 � 1111111 / ►II I1j111111111 1\1\ 1 / , r � /, // \/----- / l / / /// / ) \ / l l l l l ll l l l IIII III I 1 1 1I / ( 1 \► 1► I 11\ 1 1 /// , /i // /// / �// /� �� /i /�--�'\-\/----- _ - /- l l \ / / ,/ // / ) rI / / / / ///' /�- ��-� \\ \ \ -- I I / l l 111 / 1 1 /' I I I II(f/f/// 111 IIII III II 1 1 \\\ 11 ///;'�, / /// ///' //,/ ,_ /,� // //�,�� -/'_,- - \ - _ - ___ -/ ,- \ I I I / / / / // PROP. PERMANENT \ \ - _ j1 I I \ / / /- ///N /-- ;__--- \ I J / ,DRAINAGE SWALE ` \ _ _ /' '' / /' /� /'' r / /// / IIII-\-\\\\\\ \ \ \ \ I l/I/ I111 ll� 1�� r�l� / 1 II II I�\ III \ \ \11 \ I I II IIII // I \I1 11 \ \ 1 1 \\ // // / / / / // , , / // � / �- //I /�' •� /i 7j wi - - - - - - \ I I I / / \ r - � / // / /// / / / / / /// /// - \ \ \ \ \� \ �._ 19 / / / / 1 1 I (11 / // ' / / /� �_/ //i--✓-//S--/ - I / \ \ _ // /IIII // / / // / \ \\ \ \ / . / // /i / /i/ / // / / r . \------- \ I ( // ' / / / / //////, - - \\\ \ \ \ \ / // l l l l l l l / l / l II I IIIA III II IIIIIIIII /// ///,IIIII,, I ll,l\\\II\\)\ /' IIII / ( `=�/ - 'G /� i /-__ 1r\� \_-- _ I t� l \ 1 __ i// //// // // // �r - l - (SEE DETAIL EC-7�,C, i_ -�" //- _3520r- i'i'i /// /l/l , /, /�// //// //-�\\`` \\ - / / / // / IIII /// III IlJ)I I I I JI /Il /I/ / 11 )) III I / /r////�// / /,/ / /// / i-r'�J�//,/// /✓t \\ - \ \ 1 I / 1 1 \ // _ - / / /// // //`_\ \\\\ \\ \ / /// / / // I( I II 1 //II ////I lI 111 1) I) 1 I I / / // // / / /l l/ / _ - / r� =- `�-`� `\ ----- - _-- ` _ ' \\ r / // / IIII// / IIIr IIII 1 / 1 // // 1 //I / / / / / // / /// / / // , / -1r� - \ I 1 ( ON SHEET C-501 -\`_� ��\ ��- ___- _ /////�/,/ / / ////�////// \\�\\\\\ ,CI-13 / / / / l f /1 1 / l ( I lllirr�I f/l l/iii/ Il I l/ lii l/ \ \ \ I )_ /i/// // // / \ / / I I I I (I f // / / 111 II 1 //i / / // // //l // / / / / , / ,- / _ i \ _ - i� // / / /// /,'// /// \\\ \\\\ \ \ / J /I I ll I e-//////1//IIII // // r l/ / // /�/ // // J i - _ = -___G - _-__ - \ \�_w�__ -- /�� \ l l I (1 (I t, ( ((//rJ/ / /� // /�� / /��x/ /////�/ ///� �/, /--- //'J /- r °� 6 - /�\ \ \\ I ��; `\- - \'L _ 3510 �/,/�/�/ //�j /�/�////////<I� ��\\\\\ \\\\ \\�O\\ \ ' I�l I I I )1 ) f ////) ��A��IIII IIIIIII//��fj/�j//f /////�/�ti, / j / // / / \ _ / / r �- - / \ \ \ _-- - / // // / -\ \ \\ \\ \ \ \ \ / / //// 1 / / I r / / //// // / 1 \l \ \_-_ _ _ -_=/ '' /' 1 \ \�� \ ` / ' / 111 / l /1 1 Vl< IIIIIII/Ill//�/�/l%/ IIII /////1//%/ // / / // J ( // / A,`xi 1 / �-_ 5 __- --- --_ -__ / / ) I \ \ I \-\\= _ _-- - ///// /// // /�/// / \ \ \\ \ \ \ `� / / / y 1) / (/I , // / / / =--/// // / / / / / / / /, ( j / - - _ - = _ / // /// ///,// _\\ \ \ \ \\\ \\ \\ \ \ \\ / / l l r /J I / / 1/ r//ri J Illy i'/r1//r/ // \ / l 1 / l l l l / / / ��/i i'iii/ i/� / IIII -_� _ - --_- _ _ -_/ / / \ \\ \ \ \ - Ill l 1 / l l 1 / /// /////// '----J15 / //// / l / /�� ti� _ / G\ I 1 \ 1 , \� _ oo_- ///ii/�/ \ \ \ \\ , // /" / // /I1 (// I Ill I//// /// IIII /// -_// / // / //// _ \\ \ \ 1 / l / l 11 �ll lr IIII/ IIII /// r / / / - - / / ' _ - 35 _ /, /IIII //// // IIII- \\\ \ \ \ \ \\ \ \ \ / / /FES-8// / / /iI jl /IIII //)(IIIIII((\(((((Il (�(////,//i/i// / // =�_ // //// / / / / / / �-k / / // _ _ - / ( \ \ \ --__ __ -_---____-;_--' = /�/ ///,//i///rill IIII \ \\ \\\ \ \ \ \ ` \ \ \ - / / / / / // / // l /ir I I I I\ \\ -_ (/% / / /i % // '/ /\ 1 I I PROP. CURB CUT t/ - _ _-- // \ \ \\� \ \� \ \ \\ "/// , // / / 1 \ r r i ( / -__- = __-�/ IIII / r r / f /`�%' c c' , _ 1 1 1 1 - - - ----- - _ \ \ \ \ \ \ / /// / �l/ ''' /ri 1i r 1\\i1 ( 1 I (( (/ 1 �� - _ __ i �r / ,- / - ( / _ -- _ --- _--- o -, -// / // ///, /i//////// /\� \ \\ \\ \ \ \ \ \ \ / / / / // / / ( llllll/ I III 1\I 1\ 1 II I t �l / / \I / �,= --__ �/ /J/ / / l ( I / f I / \ I SEE DETAIL ON -_ -_ - - - 349 _-__'-r-_/_� //� / / r/ \ \\ \ \ \ I \ \ \ _/' // , /// //�/ f( �� ,/r/i ( 11 I11111111 II\\\` ((III \\\I \ ( IIII\\ 1\ \ \\ 1 .;:===____-- /JI_/ /(I /// / /l (. / / / _ I ` 1 1 l - _---_______ _ / /// // // / /„\ \\ \\ \ \ \ / / ///// // / I r(1 /'// I\� 11 I I )III 1 \\\I\ \ \ I / --- - / l �I / / 1 r / / \ I I b SHEET C 501) _ - / /i /// \ \ \ /// / /I tl/I l / I I I I u \0 \\\ \, \\\ \ \ \\\ / �-_- J/ - // / \ \ \ \ \ \ ,q / / II 1 III I \ r/ / //i 1 I( / \ _ ----- r- ��'/ /// ,, ' /i/ /� \ \\ \\ \ 1\\\ \\ \ \\ --- ✓ - %//� / Ii�� I III 11\I III 1\\ \ \ 11 \ / / / / / / / IIII I III 11 \ \ \ r 1� l 1 ' --_ ---- - �/// ///'/ /' /i / \ \\\ \\\ \\ \ \ \ / / // / / 1 I 1 I I111\ \\\\\ \\ 1 1 / ( I 1// / / I /, / )s /- - \ �\ I , / - _ _ o� /// / \ \ \ \ \ \ \ \ 18 � / /� / / ' /� l Ill 1 / ll I I III II \ \ \ \\\ \ - / - __ __ - \ /// II f I II 1 I 1\ \ \\\ \ \ \ \ _ \ \\ \ \ \ \ 1 \ / /// / / ( % / 1 I \ \ \\ \ \ _ L \ 1 / 1// /� \ \ ( \\ \ \\ / _ _ �_ r34$ / r / // /llllll //' \ ` \ \\\ \\ \ \ \ \ \\_-_ _-, / / / )/ �/ / 1 11 I 11 I \\ \ \\\ \ \\\\\ ��-\ \1)\ IEra+w cwu Li ti( i ' �' \ \ - ✓1 \ 1 1 / - - _ ---=-r - / /-/ , // //// / // /` \\\ \ \\\\\ \ \ \ // / i i / / l l l I\\ \ \\ \ \ \ \ \ \ /// �/, / // / r 1 1 1 /lI l l I I I\� 1 \ \\ \ \\\ \ 1 % \\ \\ \\ \ \ \ // '///i// / / ////// /- // // ///� IIIII I1� \;\\\\\\\ \\� �/ , ()( \\ c1(r % )I` // / / \ \ \ I -, I `\ I I I I / ____--- /__ / /// // �/ \ \ \ - - ��'/ ' /// //l // ///// /1 /I II II \\\ 1 1 I1, \ \ \ \ IJ I __ _--- /// // /// 'A\ \\ \ 1\ \\ \ \ \ \ \ // �/ / / / /�_// // / I 1 11 it IIIII ,\I \ 11\\` \�\\\�\ RECREATION IIII IlIll )r \ I/'/ // - - / / \ ). I 1 / L I I / ( /I // / --- --- �/ r-_ _ / /, \ I1,'I \ \�____ J' ''' /�i// // / // /I/ /// / / l 11I I I \\ \ r �_ r // // I \ _ / / /l l \ 1 ( - � 1 / _ /-l_,_/////// //// //'\ \ \ 1 \ 1\\\\\ 1I\ \ ` \ \ /% / //j / i l / / IIIIII/IIII/l/1/J 11 111 I I II 11 1 \ 1 \ \ _ /// /i / / // / / r / / / I / /�_ /// / /////I / I Ili II)111 I I ld \ f \�1 ll \ / - I I -�l 111 l /------- -_�//� J - ___ __ ' Il / / / � r II IIII I/,I / ll II11 1\1 I I \ \ AREA � II/ 1 1 1 ll 1 -, \ 1'0 1 1 I / I / I _ --__�_------//�'' /--�/-�_ � //// /// / /1 \ I 1 1 \ 1 I \ - � /// / / // / 1 r _ I �\ ll 1 /l _ __// -,, //// 11 \\ 1 , \ I \ \ \-__-- _-_ /, , // / aJ / Z � /I I(\ RI�AINIMc\i�`ArE�� \ 1 / / \ \ 1 I / I Il < 1 I I 1 ( / /// IIII = - /�� '-�_��/// � ", /// I\ 11 1 \ \ IIII \ \` _ _ /// / /i /�//i1 IIII%�/l/ /////Ill//// 11/Ill// Il'lll- - 1lll�lll/ IIII o ,/ / / Il \\I f \ / / / / / If -------_--_ - - /// / / I \ I 1 I \ \ _ / �-f / 11 I 11 l / / $ L ( / /i �Av/ �,/l /l / // ll 5 / I \ 1 �. l / // / � 3460 // r-' i- -// /// \ 1 1 !- �'�- ��i� _/ / r _�_ /.! /i // / II l l ll , I \)1\,� > , _ ► \ l l l /// // I 1 - - :--_-/ / /,/ , ► ( I I/�/ - ' /// l/ lrl 1/l l l l /Ill 1 / / / / II l� \\ ) / 1 I I ) ) \ // / I/ / //// r/// IIII / r r _----------- /'/ ;=%= %��,%;�//,\\ I \ I I I \I \\II \FES 1,2,4,9,11 AND ALL CURB CUTS SHALL HAVE A ,;- ,// -� // // lll'l// 'l!'�ili i"i''/ // / 11 'l I I 1 I I \ ' � _ \ I I / / / J, 1 1 r//. //// // l l---------, - _ _-_ r // / -- I I I \ //// / / / 1 I I I I I \I (\ \ 1 I I J IIII 1 I // ''o///o// I / --------- I I I I l\ �// // II l r / / r --- I I I I - 7/ / / / //� ��- _ _// /// �!// \ / / // l/ ll 1 / l // / 1 1 (1 I I 1 I I ) ( -\ \ / / / o / l 1 / l� / // h/ ,// �, , // I (1 IIII I \\ DISSIPATOR SIZE 7.5 L, 11.5 W, 18 TH, CLASS B STONE //-/ //IIII /l f1� 1 /Iil)IIl1 fl(1 /1/lll'il'/'/'il i % \- / / / / o / I h h ///a///////// / / / / 11 - - - .3450 _' '/'� / � - -'/ /ii' /:`�'>-� r / 11 I 1 / / / l , / / I 1 / M l l l /�/ rl/ ^�//ll��llllollll 11 / /' �---- -�� _ �� /� /r/ 11 1 I / / 11 1 \ l 1 \ 1 \I I I I / 1 /, /� �/ //// / I I \ III 11 \\\ \\\ \ �i/ // --/ //// II I((( II 111 11) 1 ' 1 �/ f x`` \\l ) \� _ / / / / l I 1 / //l 1 h / / ,__-_____,/�/ � �, -_,;/ ; / \ r \ \ I 1 \ \ \ \ \\\ FES 3,5,10 SHALL HAVE A DISSIPATOR SIZE 10 L, 14 �� // ^�, IIIII I I (11) 111�I111 Ilr/ \_ ( Purrl a t -1-�\1 1 1 \ \ \\ - / / 1 1 Ill !ll 1/lIIIIIIl�,IIIII//// r /�/ - - / /�/ //_��i/ \ \ llllll I \\ \\ ;�j /�� / ►)Illllll IIIII,/ 11111111 11 1 1 11 GREN \ �j i 1 �\ \ \�\„ \ r / / l l 1 I I IIII \ \11 \ o \ \ / I l--' / �i _-- IIII ////�� /r _ 11 I I I IIIII I I I I v / ' I I (1 \\\ II\\ \\\\�\\\\ \\\ /--, _ _3440 - / ////-/� \ 1 \\ \\\ \ \` \�W 24 TH CLASS 1 STONE -_-�� 11 1 IIIII 1 1 i l 11I / / / - �/ - / / -, I \\ \\ \ \ "�% - i -J / / IIIIII l 1 I I I I 1 I I REI$INl d4lll��S I 1 \ N ' / ' - \ ) I J \\ \\\\ \ \ \\ \\ ' ' it % i ' _ / - / r 1 1 I 11 I I I I I I I I 1 \ I 1 \ \ -- - \ -) � / / I ` \ \ \ \ ` \\ -- - / / / l l \ \ ` \ \\\\\\\`\\\\\\` \"\\\\ `\\\ \\ \ '\\ \ \ `\ l ' - -- %/ / _�/'/ „ \ FES 6 7 8 SHALL HAVE A DISSIPATOR SIZE 5 L 9 W /�, II I , , l I ll \ \ \\ \\\ \\\\ \\\\ \\W\ ,\\ \\ \\ \\ \\ \ \\, i ( I \ �/ // / / / / /,, , ' \� r�� L\\ I I \ \ \\\ , , 111 , ,I, , I , 1 1 \ \ \� \ \ \ _ l / I \\ \ \ o \ \ \ \\, I \ \\ \ \ ) -_/ / / /'/' o�/ /// // // / .. �\ I \\l l �I ��- � __ _-/ ///IIIIIiIil III \II\\\\ \ \ \ \\ - - - , rr1 / 1 \ I \ \ \ _ _ / / / r I \ \\\ \\\\\\\\\\\\\� \\ \\\\ \ \\ \\\\ / �\c \ \ \ I >\ / , / �gh3 / / / //, // �,, ,, \\\\ \ \ \\�\ \\ \ \ \ t 12 TH CLASS B STONE _ _ -' 1 1111� \\ \ \ \ \\ \ IIII / I I \ \ \ \ \ . \ \ / / I 1 (( 1 ` \ ` �\ `\\\� \\\\ \\\\ \\\\ \\\\�,\\ \\ / / \ 1 I 1 ti / / / / / / -- \ \ I \_/- / 11 I 11 \\ \ \ \ \\- \\� \I 1\\�\\\ / \\ \\\\ 1 I / o� // / // '/ ' / /,�f _`��\\ \\� \ ��\�\\\ \. \ ,_1, -,iir,r / // �/ % ��-,/--/�//- - - r ✓/ / I i 1\1\\1 \ \ \\\ \ - - J/ \ _ _ ti \ \ M \ 1 // / ,� / / / \\\ \ \\\\ � \ / / / / - _ _ / 1 I I \ \ \\ \\\ \ \ \ \\ \\� \� ��l I / / \ \ - I I I \ \\\\�\\\\\\1\\\\\\\ \ \\ \\ \1� 1\ < 1 I I 1 - > l / / / , / � //' / ��- \ ` \\\\ \\\ - \\ \\\\ t/ ,,/ // /%i'/'��% / /'/ ///� ��_- -_/ \ \ \ \ \ \ \ \ l \\ n� / // / �� \ \ \ \ / /// / //i/ -__� - // 1 \\\\�\\\\\ \ ,, \ \\\\\\\ \\- / 1 I, \ \ \ \\ / 1 I � \ \ \\ \ \\\\ \\\\ \Il\ \\\\ 1\11 \\\\ 1�\\\\ \\\\ \\�\11I)1 O. / / � ' / /j / /( �/I A / -�\� \\�\ \ \\\1, \\a\L\`,'i'/i//i'/'/'/�i////%�i�/// ��i� /;=�� _-- �_ // ) \ \ \\ \\\\\\\\\ �/ - r �/ J--\\\\ \\\\\\ �\ \ \ / / �--- \ \ / / \ \ \ 1 „,1 \\\ \\ 11 \ / 1 1 / / ( / / ( \ ( �) / \\ \\\ \ \ \ \\\ l�\� / , ///�/!//. ;�/ /i ._�%�_ ,//� /� / - /,- - _ _ _ / /� I I I 1 \\.\\\\,\�\.\\�\1,\ \, \\\ \\ \` _PROPOSED CATCH BASIN \ \ - - ` I \ \ \\\\\\\\\\\\\\\\1\11\1 I\\\\ 11 I 1 \ \ \� II II / / _ / I \ C_r��/ \ \ \\\ \\ \\ _ \��\\ \\\`\ \ ` \ \ p / \ \ \ \\\ \\\\ \\\\ \\\\ \\\\ \\\\\I \1\ °\\\�� I \\ \\ \"' I l ) \/ l ` I ( I i S \ \ / f \\\\ \\\\\ \ \ \ \\\\\ \\\ \ _ TOP EL.: 3599.44 _ 1 1 \ \ ,, ,\,,, ,\\\\\\\ \\ \\ \ \ I \\I �) \ � \ I \ I I I �) � \, \ ) N c i \I \1( . / \\\ \\\ \ \ \ \\\\ \ \ \ \ \ �- / 1 \ \ \\\\ 1 1 \I I I11 I I\\�\ / ,M \ \ \\ \ �\ l I /`�/ > l ( -,1 / / I \\\\\\\\\\\\\ \\\\ \\ \ `\ \\ \ \ INV. IN: 3594.33 \ 1 \ / / 18 HDPE ® 0.5% 111\ \\\1 11,\ ,1 M f / / \ \\\ \ �\ �- ( \ /(i,1lli/ \\\ \\\\ \ \\\\\1,,< 'I \ \ \ - \ \ / 1 \ \\ \ \ \\ \ \ INV. OUT: 3593.93 1 \ \-- / I \ \ \\ \\ \I\��\\\\\\\\\ \ I,\\1�\cll\II\\II1111\\ I\I\\,ll \111 1 \\\ Il (( / \\� \\\ \\\ \ \ I / \ ��/ /err, �-- \ \ \\ \ \ \\\ \ \ -- / , \ \ \ l \ _ \ \\ \ y \ \\\\ \\1 I IIII IIII I111 IIII IIII I1 \ III\\ / \ 1\\\\ \\\ \ - ),) /� r)' r -\\\\\\\�',\, \\\� \ \\ \\ \ \ \- �� / I \ \ \ , .. , 1 .,. 1.�„1 „1,, , ,1 .. 11 , 111 \ \ 11 \1\ / \� \ \ \ - \ / J f I� - J-"- \\\ \\\ � \\ \ \ / I v � 1 \ I \ \\\ \ \ \ I \ 1 \ \\\\\\\ \\ \\\\ \( \ \ \\ / I / \, , 1 `._ / -\ �\ \ l \ PROPOSED FLARED END SECTION-12 '\1 ,\\I� ( �/ \\ \\ \ \ \` \ I ��i 1 ) �-l1-, v /i/i� s \ \\\\\\\\\\\\\ \ ` \ �\\ \ \ \ " / ) \ / - - - - - a I \\ \ \ \ \ \ \ Ii / \ !) / I• .(�- - 1" : I � �� -, ` `\\ \\ \�� \ \ \\ \ � \\ l \ \\\\ I / \ \ \ \ ` \ \ I 11 I I / ti) \ \ \\� ✓ I 1 I \ - _ I I WITH RIPRAP OUTLET \ \ \ \\ ) �, hht�` -6,sl �Id�1q I l,� I / �I. -/ -- t \ \ \ 1 )I\ \\\\\\ \-I11 \ I \ / lIjl11I \\ \�\l\ , \ �� i^- \\\\-\\ \ \\\\\I \ - 1 L \ \ \\ \ \ \ (INV. OUT: 3592.85 �\\\.` \\ 11' I , \ \ I // / 11\� II 1 ` \�) - / \\\\ \\ \ \\ �Ilr \ \ I 1�t� t -, / \ / I \ \aJ 1 I . \ )`\\1\ / J 1 I ) 1 � / I / (I / I , \\ ` / / ^ / f 11- \,Y \ \ \' \\\ (�l' I 1 \\ a � (\1� / ) 1 11 11111��1111 ,�••I,,,,I„ \�III�''�,I,,\�\\\i\ 1 (►IIII Ilr lu// I / I I l /I�/1 I IIII,/ ��J)�Ifl fJt �� f \\ \\\\ \\\\\ IIIIIC l \- 1 \ Q / S / \ , \ I I II IIII ,I Il,llll,ll\\.IIII 1\11 \\11 IIIII-� I III III // /% / I of I l ,SIII// ///��l IIII\r / /�\\ �� \ \ �� // \ / \ I I I I /) I J /' / / I J,�I II IIII/ l r�l 1/ -1 �-' '/ ' t\✓_\\ ^ �\\ 1 = � \ o I / 3 / ) r I III PROPOSED YARD INLET � \ \ \ \ W I l �l I l l r / i\ /// /// \ )(! 1 / lIll//Il /-// // ,� I I �!l S /)l�i�//�l rljJ ////�/l % I j�i�.��-��`/ /' - \\---- \/, j '-�\�\� \\ \ < < l �` r / 1 I I I i III III I 1 \ \ \ I \ l 1 /If lI/�/lll // -/ / / J J / IIII //i / // /il // l /// \\ \ TOP EL.: 3591.50 \ // / / / / // / 1 - \ \ - \\\\\\ \ / / r/- ��/ )�\ - - \\ \ \PROPOSED YARD INLET �/ PROPOSED CATCH BASIN 1 I 1 I I I 1 I I I I I I \ \)III (\ I/J///�r(rr//i li _//' / , /�' \/�//i/-IIII /i/ / 1 -�� / � \ \� \\\\�\ J I I / r / _ / r �/ // ,\ J//�// /, /IIII/ ///� /� / // � l r �� / \\ ! / - \\ \ 1 \ \ / / / I I III I I I I INV. OUT: 3587.00 1 I I 1 \ \ I/ IIII IIII )/(/ //r i �` ��f = �0 // // //// /// /�/,////� 5 /�\\)/ Y - \ \ \l\�\\ \� - - _ _ - \ \ TOP EL.: 3598.06 TOP EL.: 3596.42 I I I I 1 1 I 1 1 1 I 1 1 1 I 1 I I I I I III ► I / / /, / )1r rr �/ IIII / // / / /,\\` /�/�>< �\\ ,/ - �\ \\\ \ \ \ \ \ r r / l I I I I 1 i I I I I 1 IIII IIIII I I 1 IIIII jl/ IIII ///////r � �, f, \ / / ; /� /////�/'/ % %// i i //�r�,�� /, // // �� 1�C'/i \ \ \ \ \ \\ \\�)1 --- \ \ INV. OUT: 3595.00 /INV. OUT: 3593.19 , / 1 ►) IIII I III II \ 18 HDPE CaD 14.71% \ Ill/ l//Ili/r/liii�/i// � /� /1/��J )�„//�� /,,, //,,////// // 1!///�� I►11(�Y \��/'� ��\ `\\`\�\\i`\\� 11 - \- �) - / /_ - __J II I �Ili,,,��,�„��,��1, I�Ifft// ,/llrlrl1l111j1,.r/,/'J)\Jii%'� i///�i ��/;,��///�////r;�''/,�;�'_��`_ ,_- �1l(, «, - - �,..� I \ //�' - / I I I ► 1 1 11 I PROPOSED FLARED END SECTION-13 1 //r�///// /%,/// /'�/�- %ir/i // i- \li\I\: \` �r`\'" __�_ - I - J/ \ I I IIII //- / // ' 111 //�///�� __H \\ �� _ __�_ / / I I III ► I 1j1 WITH RIPRAP OUTLET 12 L 16.5 W /)I) ///rr//o/ �� // //I ,� \_ \�� \ \ \\ \\ �� _ < r -' - _ .� = / /' / / - 1 I I I 1 I 11 �� ( l�I /l / J// o / ^ _ir//./i/ / // / / //// // r\ :\ 1- \ \ \ " I \\\\ \\ _ i UCTLt�IN �1� t, / / / / , _ - \ Y / / I I I I\ 124 TH CLASS I STONE �/� I =%� - -,'/� / /,r / / / / = \� ; \ \ \\ 1\��\�\\ I I\\,� / / 18" HDPE , I IIII III I I ,/ fll/111I III //%� '%''iii'''ii// /// /// // / /� _ \ \\� \\ `\\\ \ .``' " / I I I I I (II 1111 11 INV. 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I I I I I 1 l l00 //// I I I / i/ /1 /////1 ; / IIII // / / \ \ ) 18 HDPE. _ r , 11IIIIII 111.11111 IIII Ilr1�11/\ //1 /llllllIIII / '////t," /--, iii/ //l/ - ;I// ,�//�/// '/ //- �_,-)-A� L_ � \ \ \\` \I� i\ 1 I / I 111 l I I / I / /.. , / \ \ \\\ \\k I\� r » �jr//// / IIII /// ,/ J- �� \\`.-- \\ \ L N / I 1 \)III ( /rrl(I►►(Jail / IIII/i///r��/ri/ri/i Ir - ,,/// /'// / // /� 1 _ \\\ - /- - J 18 HDPE 0 10.35% I / I / /// - / l )l - ///// ///�/// / Z \� - \ \\ \\\\\ ® 3.08% / / _/ / / 11 • IIIIII( ()11 II //11 1111.///I� (�/ (////i�i�l� //ri//rri/iii//i /-' IIII / //�// /l / �-, \� \ 1 \\I r --- \ / /_ _� / 1'I II I I" I' i i i / /IIII I / /r///i/// //// // / / 1- �-�\\---\\\\\\ \\\\\ ��, -- - / / / 1 I I 1 r /l /��/ialiail I((o /hill//r�1//ii�iir ll/ / /// / //////i/'�/ / / /-� �- \ 1 ,�� 1 \\�. - / / / I. �I I Il llll11111 1.I.,I! ll))I I ��i//�///� / /(I %III///// ///�j//��i//// 11 I I /✓�//////ii IIII ' /'/ "\ /%ter,. � \\ram \�\\\\� \\�l\\ a� - r / , - - / / 1 111(o rr(S \\ \\\ /i / // / PROPOSED CATCH BASIN / J Illli / I , / „/ , // -\ - / \/ \-Y \ \ \ \ ,'/' - / / PROPOSED CATCH BASIN / Illy IIII lr(I IIII II►► li\�111� \��I`Ilrrr(II�I((�iri // 1 JlI%/ -� �% "'/ / / // /// \\\\ \ TOP EL.: 3594.00 - - - IIIU //�I I IIII III I III IIII //J- / �/� ,// /IIII /i \\ \\/ \ \\� \ - ' ' - ' //II) IIIIII IIII IIII 1////�/�I \IIII III IIII I // //� 1 /r / / �' \' \y.\\ \ \ / 1 TOP EL.: 3581.61 \ I III IIII 111 /'r (I I I I �� //, i'/ IIII /_ / _`' - - \ \\\ �� \ \\ I INV. IN: 3588.85 - - / / - / / , ► I►\ IIII IIIIIIIJIJ////,,, r/// / ) ��\__ \ \\\ - - - _/ , INV. IN: 3576.33 llll�illlll I I 11 ►► I / / / , -/�-� \\ \ _ III IJII III IIIIII ,IIII IIII IIII IIII IIII 1l))//////// /l11l/;, / /// /// �1, <i \\ \ ��i f \ INV. OUT• 3588.75 . . - - \ /�/ l /// / / / \ - IIII \\ / / / / //^ \ - �\ -\\\ \\\ \ �\ \� ��=_ _�� __ _ _ - _ // _- _�� INV. OUT: 3574.57 �I I�J) )OIIII/llllllll11�1�lulll�, ll�lllljlllll�IIIIIIl/lI��II�(I� IIII/ / fihlf%%'///�// // ��_ _/ I\ \ �\�\ \ 4 I \-:" -�\ �, ..��P /f -��-� r _ - / / - _ - ,/!/ //% = f�. 7ii, ,/%Iljll \III%j//JIIIII III/l!/jIIIIIIIIIIIII IlllI"-/�I(')(1111(/I'/IIIIIIIII)(((\\11111�(( i�//i! r- �_ - I IIII / -- T \\\ �.� \�� ;; %- -� rt-_ _ �_� _ - - /%%� - _ _ 18" HDPE / 11 II II III j I I « ll ( l )\\' \ \\\\\ _ / _ 1(� I I 1 1 (l III I III IIII I/1JIIlr I) )) I I I I I 1 \1 111 \, I / t (r / / / / r ., - \ \\ E _ f _ _ ._•sue` _ _ _ _ PROPOSED CATCH BASIN _ ) II ( Ili/Ill I I I ) \ II 1 \ l / / , J_ / \ _\-\\ \ \\\\\ \ • \ °� P� ��%=i = L -� // �'� ----_ - �l \ 11 I I)(� (\ 1)I IIII 111 Ill/ IIII /Ij(Jlfl IIII JIIII/(,( )1/ 1j11 IIII \\\ 11\\\\ l\11 (I 11l l I -/ //, / / r / I -� \ \ \�\\\\ F� /%%��/ EXISTING 8"__-- PROPOSED CATCH BASIN_-_ - ------ TOP EL.: 3585.27 ___ 1 I \ I//'( //) I `\\//ll/'IIIIII /ifM111111111I11)IbIiIii l� ///IIIII(/�rIIIIII/IIIIIII1111(1111 IIII 111111111�11111111 /� ; ;// / l /�(,w�,Jr\ \\ \\��N� o G�', %//i%' i'--WATER LINE-- s - _ _ - / / 1 rl /1 , IJI�IIIIIIII I lllllllllll ll 111j1r1/ 1IIJlllllll1111 IIIOIII ill/ III \IIII 1,11 101 llll \�-,_ /, � ,I � �I�".�.-_/H\,- \\\ \\\\\ ,�� /',�,,�� ,,- _ --18 HDPE TOP EL.: 3588.41,_ _ 18 HDPE - __ / ( IIII - P _ - _ INV. IN: 3580.62 - / � / /l I 1 % l) IIII / 11 II I / JI I I I ) / \ � \ r / / / / / - _ / / r = / // / / / / / !/ / Ij/ J/11 Ill IIII IIII 11 IIII III( IIIII (llllllll I I11 I I I I I I III IIIIII IIIIII \ 1(� _ _ / / ,/, I I / //�-� .- ./-' \\�` I - / // /�/ ; -:-_ // INV. IN: 3583.43 --0 3 18% -�-----INV. IN: 3580.62 _ // //r /� ///Ili//)I�IIIIIIIIIIIIllli111i1/1I1111 ul)Illll/ ' II1111Ino I111 IIIII111 I(11 11)�i III111111 Ills 111 I\\\\\ �// /_✓,��/;�/�\ ,/\\\\\\ ��\\\ �I - � 3 58% - Il i )I - 1 ( I� 11 I I 111 \ / \\\ /G //%/'� _ ---;' / INV. OUT: 3583.33%= =-- _ � --_ INV. OUT: 3580.52 i (�/,, /f/'/1,/""))//1 IIII i////'Ill/IIII IIIII1111I►1111(II((/`//(IIIIIII►1�111\)111111I1 �111 IIIlI111/l1IIIIII►I 111IIlIlI I ��'J'/ � /'/��'/�/�� !��;\y(�\\��`�\ /l. / \,//,/ /_ �\ - / ,/ _ _ - _ -_ - '-r _-- - - - -_ -----_ - - - .____.\✓�.\l. /i /.- / //� _ .... .... ll I,,,, u..11l,.dlll�l( 1 1111111.111111111 11111111111111 IIII 1/1,.11111IIIl \IIII -// >� /r r /%�\J i-r/�-��.\\I . 1 _ _-_ Structure and Pipe Characteristics Structure No. Top Elev. Structure Inv. In Structure Inv. Out Downstream Structure No. Downstream Pipe Length FT Pipe Inv. In Pipe Inv. Out Pipe Diameter IN Pipe Material Pipe Slope CI-1 904.00 901.20 RD 3592.94 FES-1 64.4 3592.94 3573.50 15 RCP 30.19% CI-2 904.00 901.20 RD 3576.92 FES-2 69.5 3576.92 3562.70 15 RCP 20.46% YI-3 904.00 901.20 RD 3566.00 CI-4 80.0 3566.00 3562.06 15 RCP 4.93% CI-4 908.50 898.61 3556.06 JB-5 38.3 3556.06 3544.83 15 RCP 29.32% JB-5 908.50 898.61 3558.83 FES-3 51.4 3558.83 3528.70 15 RCP 58.62% CI-6 904.00 901.20 RD 3552.81 CI-7 16.0 3552.81 3552.48 15 RCP 2.06% CI-7 908.50 898.61 3550.48 CI-8 75.6 3550.48 3548.97 15 RCP 2.00% CI-8 908.50 898.61 3546.97 FES-4 62.8 3546.97 3539.20 15 RCP 12.37% CI-9 904.00 901.20 RD 3546.08 FES-5 55.3 3546.08 3529.12 15 RCP 30.67% CI-10 904.00 901.20 RD 3532.14 - 11 12- - 3532.14 3519.50 15 RCP 9.87% CI-11 908.50 898.61 3519.50 FES-6 16.8 3519.50 3519.14 15 RCP 2.14% CI-12 904.00 901.20 RD 3514.48 FES-7 64.4 3514.48 3512.42 15 RCP 3.20% CI-13 904.00 901.20 RD 3499.41 FES-8 74.6 3499.41 3489.00 15 RCP 13.95% CI-14 904.00 901.20 RD 3504.51 FES-9 46.1 3504.51 3494.20 15 RCP 22.36% CI-15 904.00 901.20 RD 3500.27 FES-10 72.1 3500.27 3474.50 15 RCP 35.74% CI-16 905.50 899.20 3495.55 CI-17 44.2 3495.55 3495.38 15 RCP 0.38% CI-17 908.50 898.61 3491.38 FES-11 52.0 3491.38 3480.90 15 RCP 20.15% ��, �, 11 � 1 IIII,, ��,\ gEFORF PROPOSED DEVELOPMENT 60 0 30 60 120 SHEET H ' 0 :'o� oFESS N�%; �v� y°G10 ECHOTA IV _ 55 Broad Street _= *% y�. I need°-JJ� - V • C GRAPHIC SCALE DIVISION VALUE - 60 FEET GRADING P LAN Y. Asheville, NC 28801 - 0 029887 0 - , OFFICE MANAGER DESIGNER 828.252.0575 -°,°IN 9� B �� M. CATHEY I. MESSINA NC Firm License # C-0459 '', s 6`°****** ° \ m cg i I lassociates. com '67,019b� �F482.. ��7GGING QQ� WATUGA COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING# 10/18/2019 NO. DATE BY DESCRIPTION J. MELISKI - OCT., 2019 18.00306 N/A DocuSign Envelope ID: 4B86BF98-5509-455C-A30D-06E9919D6EE5 1'-6" 6" CONCRETE TOP WITH MANHOLE RING AND COVER CAST IN UNLESS NOTED OTHERWISE MANHOLE RING AND COVER TO BE EXTENDED SO THAT ITS TOP IS FLUSH WITH PROPOSED GRADE AND/OR PAVING 6" CONCRETE TOP WITH GRATE AND FRAME CAST IN UNLESS NOTED OTHERWISE GRATE AND FRAME FOR THIS TOP TO BE 24"x24" ("NEENAH R3339A") OR ("U.S. FOUNDRY 4190-6259) OR APPROVED EQUAL; VERIFY TRAFFIC LOAD REQUIREMENTS ON ALL GRATE AND FRAME ASSEMBLIES JUNCTION BOX TOP CATCH BASIN SCHEDULE SYMBOL-(JB) RIM = TOP OF COVER W FLAT CATCH BASIN TOP NOTE: STRUCTURES SPECIFIED TO HAVE FLAT JUNCTION BOX I JB) TOP WILL BE THE SAME TOP AS YARD INLET WITHOUT THE OPEN THROAT OF THE YARD INLET GRATES PLACED IN PEDESTRIAN TRAFFIC AREAS TO SHALL BE ORIENTED WITH OPEN SLOTS RUNNING PERPENDICULAR TO TRAFFIC FLOW (TYP. ALL GRATES) CATCH BASIN SCHEDULE SYMBOL-(FCB) RIM = TOP EDGE OF GRATE HEAVY,...... FRAME UNLESS NOTED OTHERWISE GRATE AND FRAME ASSEMBLY FOR THIS TOP SHALL BE 24'1 ("NEENAH R3233D") OR ("U.S. FOUNDRY 5181-6420") OR APPROVED EQUAL CONFORMING TO N.C.D.O.T. ROADWAY STANDARDS 840.03 nglj�/! jl Jill `� IIIIIII CONCRETE TOP WITH GRATE AND FRAME UNLESS NOTED OTHERWISE GRATE AND FRAME FOR THIS TOP TO BE 24"x24" ("NEENAH R-3339A") OR (U.S. FOUNDRY 4190-6259) OR APPROVED EQUAL; VERIFY TRAFFIC LOAD REQUIREMENTS ON ALL GRATE AND FRAME ASSEMBLIES CURB INLET TOP YARD INLET TOP CATCH BASIN SCHEDULE SYMBOL -(CI) CATCH BASIN SCHEDULE SYMBOL-(YI) RIM=TOP OF GRATE DIRECTLY UNDER RIM=BOTTOM OF THROAT OPENING HOOD OPENING IJIIIIiiiiiii"SD CATCH BASIN TOP DETAILS 2 UPDATED MARCH, 2017 NOT TO SCALE NOTE: MIN. 3000 PSI CONCRETE REQUIRED THROUGHOUT. DRAINAGE STRUCTURE TOP VARIES WITH APPLICATION, i SEE CATCH BASIN SCHEDULE i (VERIFY TRAFFIC LOAD i REQUIREMENT FOR EACH TOP) INLET -+ (3) No. 4 REBAR � 6" j-�VAR IES6" KNOCKOUT PANEL ._ (TYP. EACH SIDE)r=--======1====r=�=•: 6" A l l l Il' II II W IF a. 1 B I YI O II B N INLET 11 11 - - i1 -� VARIES 1 I I ;+ n V- - j1 ii CONCRETE INVERT INSTALLEDp 1 �ti. AT A CONSTANT SLOPElr--�_---�_=--=L-=� 6„ FROM INLET TO OUTLET • Yam. I i I JOINT SEALANT INTERIOR JOINTS PLASTERED i I Y I WITH MORTAR I I CONCRETE CATCH BASIN EXTENSION RISER; LENGTH AND WIDTH TO MATCH BASIN, HEIGHT VARIES WITH PROPOSED GRADE (SEE CATCH BASIN SCHEDULE) JOINT SEALANT INTERIOR JOINTS PLASTERED WITH MORTAR PRE -CAST CONCRETE CATCH BASIN; I I LENGTH, WIDTH AND HEIGHT VARIES _:' ...: .. ... ....:.. .:'a. BY MANUFACTURER AND APPLICATION; KNOCKOUT PANEL_ SEE CATCH BASIN SCHEDULE AND (TYP. EACH SIDE) VERIFY WITH SUPPLIER A_ . .......... ......:..:.:. .. • ' .,�. ':';' :' S" 8" WALL THICKNESS WITH KNOCKOUT PANEL I PIPE TO BE FLUSH WITH INSIDE WALL OF BASIN AND GROUTED SMOOTH PROPOSED PIPE INVERT = BOTTOM OF NO PORTION OF STRUCTURE SHALL BE PIPE AT FLOW LINE REMOVED, DAMAGED OR OTHERWISE ALTERED EXCEPT THOSE AREAS DESIGNATED AS KNOCKOUT PANELS YARD INLET SHALL RECEIVE FLAT TOP WITH MANHOLE RING AND COVER CAST IN FLUSH USE PRE CAST BOX, 4" AND 2" CONCRETE BLOCK, OR BRICK TO ELEVATE TOP TO ACHIEVE THE DESIRED THROAT OPENING III THROAT OPENING ALL FOUR SIDES UNLESS NOTED OTHERWISE OUTLET SECTION A (PLAN) CATCH BASIN TOP (SEE SCHEDULE FOR TYPE) r--- - - - - - - - - - - - - - - - 1 n: II" Il BASIN RISER HEIGHT VARIES �•u 1 ;fl'! (2) No. 4 REBAR It �11 1 Ij' B II A CATCH BASIN HEIGHT / 1 I APPROVED STEPS REQUIRED VARIES BY PIPE SIZE INLET / N FOR STRUCTURES OVER AND MANUFACTURER I / 3'-6" IN DEPTH, 12" O.C. iM No. 4 REBAR ® 6" O.C. 10 EACH DIRECTION SDI PRE -CAST CATCH BASIN 1 % UPDATED MARCH, 2017 / NOT TO SCALE 3000 PSI CONCRETE TO FORM INVERT; PROVIDE CONSTANT SLOPE FROM ALL INLETS TO OUTLET (12" OF #57 SECTION B STONE MAY BE REQUIRED). FOR POOR SOIL AND/OR WET CONDITIONS; CONTRACTOR SHALL CONTACT HE ENGINEER BEFORE PLACING BOX PROPOSED PAVEMENT 6" MIN. COMPACTED ABCJ 4" MIN. COMPACTED ABC COMPACTED SUBGRADE SECTION A -A 1/2" RAD. FINISH GRADE JOINT rA GUTTER SURFACE TOOLED CONTRACTION JOINTS ® 10' O.C. L, A DETAIL WITH PROPOSED PAVEMENT PROPOSED PAVEMENT 1'-6" REPLACEMENT 1/2" RAD. 1'-0" 6" SAW CUT EXISTING FINISH GRADE ASPHALT 2" RAD. EXISTING ASPHALT /\j 1 cc 6" MIN. COMPACTED ABC- / 4" MIN. COMPACTED ABC/J COMPACTED SUBGRADE SECTION A -A JOINT ELEVATION rA GUTTER SURFACE TOOLED CONTRACTION JOINTS ® 10' O.C. L, A ELEVATION DETAIL WITH EXISTING PAVEMENT � J J a D J J Q i COMPACTED CABC FILLER EXPANSION JOINTS ® 30' O.C. AND ADJACENT TO ALL RIGID OBJECTS FILLER EXPANSION JOINTS ® 30' O.C. AND ADJACENT TO ALL RIGID OBJECTS CONSTRUCTION NOTES: 1. CURB SHALL BE CONSTRUCTED WITH 4000 psi CONCRETE. 2. SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH MARKS PARALLEL TO THE CURB. 3. FILL AND SEAL THE TOP 1/2" OF EXPANSION JOINTS AND TOP 1" OF CONTRACTION JOINTS WITH APPROVED JOINT SEALING COMPOUND. 4. REFERENCE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, SECTION 846-3. ST CONCRETE CURB & GUTTER (1'-611) 15UPDATED MARCH, 2017 NOT TO SCALE PIPE DIA. APPROX WT.-LB. WALL A B C D E G R APPROX. SLOPE 12" 530 2" 4" 24" 4'-0.875" 6'-0.875" 24" 2" 9" 1:2.4 15" 740 2.25" 6" 27" S-10" 11" 18" 990 2.5" 9" 27" S-10" 111 36" 2.5" 12" 1:2.4 21" 1280 2.75" 9" 35" 38" 11" S-6" 2.75" 13" 1:2.4 24" 1520 3" 9.5" S-7.5" 30" 6'-1.5" 4'-0" 3" 14" 1:2.5 27" 1930 3.25" 10.5" 4'-0" 25.5" 6'-1.5" 4'-6" 3.25" 14.5" 1:2.4 30" 2190 3.5" 12" 4'-6" 19.75" 6'-1.75" 5'-0" 3.5" 15" 1:2.5 33" 3200 3.75" 13.5" 4'-10.5" 39.25" 8'-1.75" 5-6" 3.75" 17.5" 1:2.5 36" 4100 4" 15" 5-3" 34.75" 8'-1.75" 14" 20" 1:2.5 42" 5380 4.25" 21" 5-3" 35" 8'-2" 111 4.5" 22" 1:2.5 48" 6550 5" 24" 6'-0" 26" 8'-2" 7'-0" 5" 22" 1:2.5 54" 8240 5.5" 27" 5-5" 35" 8'-4" 7'-6" 5.5" 24" 1:2.0 1 8730 6" 35" 1 5-0" 39" 8'-3" 8'-0" 5" * 1:1.9 66" 10710 1 30" 6'-0" 27" 8'-3" 8'-6" 5.5" * 1:1.7 72" 12520 7" 36" 6'-6" 21" 8'-3" 9'-0" 6" * 1:1.8 78" 14770 7.5" 36" 7'-6" 21" 9'-3" 9'-6" 6.5" * 1:1.8 rW 18160 8" 36" 7'-6.5" 21" 9'-3.5" 10'-0" 6.5" * 1:1.6 * RADIUS AS FURNISHED BY MANUFACTURER a <1 J° \-RIPRAP APRON w 10" > 36" FILTER FABRIC SDl CONCRETE FLARED END SECTION 1 UPDATED MARCH, 2017 1 NOT TO SCALE 4'-0" MIN. EXISTING GROUND ECG PERMANENT DRAINAGE SWALE ` 7 J UPDATED MARCH, 2017 / NOT TO SCALE 45' R/W 1'-6" 18' ROAD 1'-6" /4"/FT 1 /4"/ ri 11111VIA\ \ 2.1 SLOPE 2" S9.5B ASPHALT 5' 8" CABC COMPACTED SUBGRADE ST TYPICAL PAVED ROAD CROSS-SECTION ivUPDATED MAY, 2018 NOT TO SCALE 3'-0" SPLASH PA411 � a ' a a\ \ C . wa d: 'a w w A w q a a a °. d J O � Q 4 NOTES: n d -4 1. MATCH GUTTER PAN WIDTH OF / ADJACENT CURB AND GUTTER. a 2. CONCRETE SHALL BE 3,000 PSI 3. RIP RAP DISSIPATOR BEYOND SPLASH PAD SHALL CONFORM TO FINISH GRADE SLOPE. 4 THANTHEOP ENING ON BOTH IDER CURB CUT DETAIL SIDES. MODIFIED FOR THIS PROJECT NOT TO SCALE ��, ,�,�BEFORF PROPOSED DEVELOPMENT sR° y�� NOT TO SCALE �/�:/ �Q� • ac ECHOTA IV _ MISCELLANEOUS DETAILS 55 Broad Street _-u0CUS�iggned*by. _ Asheville, NC 28801 -� 029 7 t o = • Q ® THE SUMMIT AT ECHOTAOFFICE MANAGER DESIGNER 828.252.0575 =�J°° o °° NGINEE°° ° 9 d �� M. CATHEY I. MESSINA NC Firm License # C-0459 '',X°\482... O `�� °° mcgillassociates.com ��1111111��` 7GGING QP� WATUGA COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING# 10/18/2019 NO. DATE BY DESCRIPTION J. MELISKI X. XXXXXXX OCT., 2019 18.00306 N/A SHEET C=501