The URL can be used to link to this page

Home My WebLink About20150116 Ver 1_Site Plan_20150202Strickland, Bev From: Matthew Oetting <do-not-reply@file.ac> Sent: Monday, February 02, 2015 3:40 PM To: Strickland, Bev Subject: Claremont Solar Park UP Link 1MMcGill A U I A I V S N IN A 1 :1: Yle - p IJ .� 1, V !F M Vlatthew Oetfing wants to share files Wth youN Clliick the Ibutton Ibellow to access them, Viessage firoirn Vlatthew Oetfling: :i3ev, ° °�I�ease use flNs to dowiiqlload a 1pdf file coiiqtaliiiqliiiqg the Clareirnoiqt Sell it IaiIk 6Vll elite draWngs, Matt Oetfling (828) 252-0575 �Il eo@m nq�.glii III III e nglii neeirs com www i n cglii III III e nglii neeirs com s? do I", � t'o fl"' I Is I " I �F I t;53 ",' .ti 11'it' "J", nforn LEGEND - EXISTING CONDITIONS TEL. PED. ELEC PED. UCATV PED. SIGN 40 66 ACM -R /W A LP O PP E O MH SSMH SDMH TPMH FOMH ELMH O c.0. 0 G.SS Mm CB O WM FH oa wv b G/M b G/V -o-o-o-o-o-o-o-o-o-o-o-o-o-o-o-o-o- ---- S - - - -- 5 - - - - -5 ---- W----- W - - - - -W ---- G---- -G - - -- - -- DL - - - -- DL - - - -- DL - - - -- DL -- ---- E----- E - - - - -E E E E ---- T----- T - - - - -T T T T ROW - 0 IPS RBF OTIPF CTIPF CMU R/W C POB CID PB DB L BLDG CIP CMP CONIC CMU CPP DIP E &T FOC GIP 0/H RCP U/G VCP PVC FFE -J�BM TELEPHONE PEDESTAL ELECTRIC PEDESTAL CABLE TV PEDESTAL SIGN INTERSTATE HIGHWAY U.S. HIGHWAY CONCRETE MONUMENT RIGHT -OF -WAY MONUMENT D.O.T. CONTROL POINT LIGHT POLE UTILITY POLE GUY WIRE ANCHOR MANHOLE SANITARY SEWER MANHOLE STORM DRAIN MANHOLE TELEPHONE MANHOLE FIBER OPTIC MANHOLE ELECTRICAL MANHOLE SEWER CLEAN -OUT GAS SERVICE STUB -OUT CATCH BASIN WATER METER FIRE HYDRANT WATER VALVE GAS METER GAS VALVE IRRIGATION CONTROL VALVE CULVERT FENCE GUARD RAIL APPROXIMATE LOCATION OF EXISTING SEWER LINES APPROXIMATE LOCATION OF EXISTING WATER LINES APPROXIMATE LOCATION OF EXISTING GAS LINES TOP & TOE LINES DITCH LINES APPROXIMATE LOCATION OF UNDERGROUND CABLE TV LINE APPROXIMATE LOCATION OF OVERHEAD CABLE TV LINE APPROXIMATE LOCATION OF UNDERGROUND FIBER OPTIC CABLE LINE APPROXIMATE LOCATION OF UNDERGROUND ELECTRIC LINE APPROXIMATE LOCATION OF OVERHEAD ELECTRIC LINE APPROXIMATE LOCATION OF UNDERGROUND TELEPHONE LINES APPROXIMATE LOCATION OF OVERHEAD TELEPHONE LINES RIGHT -OF -WAY TREES /SHRUBS TREELINE IRON PIN SET REBAR FOUND OPEN TOP IRON PIN FOUND CRIMPED TOP IRON PIN FOUND CONCRETE MASONRY UNIT RIGHT OF WAY CENTERLINE CURVE (SEE CURVE TABLE) POINT OF BEGINNING CALCULATED POINT PLAT BOOK DEED BOOK LINE (SEE LINE TABLE) BUILDING CAST IRON PIPE CORRUGATED METAL PIPE CONCRETE CONCRETE MASONRY UNIT CORRUGATED PLASTIC PIPE DUCTILE IRON PIPE ELECTRIC & TELEPHONE FIBER OPTIC CABLE GALVANIZED IRON PIPE OVERHEAD REINFORCED CONCRETE PIPE UNDERGROUND VITRIFIED CLAY PIPE POLYVINYL CHLORIDE PIPE FINISHED FLOOR ELEVATION BENCH MARK 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 COUNTY INSPECTOR 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. C. ON SITE BURNING IS NOT AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES. CONTRACTOR WILL BE REQUIRED TO GRIND ALL WOOD /CLEARING DEBRIS FROM THE SITE LIMITS OF DISTURBANCE. GRINDING AND STORING OF MULCH SHALL BE PERFORMED WITHIN THE LIMITS OF DISTURBANCE INDICATED ON THE E/C PLANS. 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 f4 " -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. PROPERTY AND RIGHT -OF -WAY INFORMATION ARE FROM SURVEYS PERFORMED BY McGILL ASSOCIATES AS OF SEPTEMBER 22, 2014 AND LAKE NORMAN SURVEYING DATED APRIL 17, 2014. 2. FLOODPLAIN AND FLOODWAY INFORMATION IS DEPICTED ON THESE DRAWINGS AS SHOWN ON ON FEMA FLOOD INSURANCE RATE MAP NO. 3710376100 -J, EFFECTIVE SEPTEMBER 5, 2007. 3. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE, OR AS NOTED. 4. 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). 5. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF WATER POLLUTION CONTROL. 6. 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. 7. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO CONSTRUCTION OPERATIONS. 8. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 9. 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. 10. 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. 11. 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. 12. ALL MANHOLE LID ELEVATION ADJUSTMENTS SHALL BE PERFORMED SUCH THAT THE ADJUSTED PORTION OF THE EXISTING MANHOLE CONFORMS TO THE MANHOLE GRADE ADJUSTMENT DETAIL ON SHEET C -507. TEMPORARY SEEDING SPECIFICATION :111R►[elIWAH R M:6 SPECIES RATE (lb/acre) RYE (grain) 120 SEEDING DATES: AUG 15 TO DEC 30 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2000 IYac GROUND AGRICULTURAL LIMESTONE AND 750 lb ac 10 -10 -10 FERTILIZER. MULCH: APPLY 4000Ib /ac STRAW. ANCHOR STRAW BY TACKING w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK w/ BLADES SER NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: RE- FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE -SEED, RE- FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. CUT /FILL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1 SEEDING MIXTURE: SPECIES RATE (lb/acre) TALL FESCUE 100 SERICEA LESPENDEZA 30 KOBE LESPENDEZA 10 NURSE PLANTS: BETWEEN MAY 1 AND AUG 15, ADD 10lb /ac GERMAN MILLET OR 15 lb/ac SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40 lb/ac RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER AND OVERSEED THE LESPENDEZAS IN MARCH. SEEDING DATES: BEST POSSIBLE AUG 25 - SEPT 15 AUG 20 - OCT 25 FEB 15 - MAR 20 FEB 1 - APRIL 30 SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 4000 lb/ac GROUND AGRICULTURAL LIMESTONE AND 1200 lb/ac 10 -10 -10 FERTILIZER. MULCH: APPLY 4000 lb/ac GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES. MAINTENANCE: MOW NO MORE THAN ONCE A YEAR, RE- FERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RE -SEED, RE- FERTILIZE, RE -MULCH DAMAGED AREAS IMMEDIATELY. DITCH /OPEN AREA PERMANENT SEEDING SPECIFICATION PS SEEDING MIXTURE: SPECIES RATE (lb/ac) TALL FESCUE 250 (6 lb/1000 sq ft) KENTUCKY BLUEGRASS 50 (1 lb/1000 sq ft) NURSE PLANTS: BETWEEN MAY 1 AND AU 15, ADD 10 lb/ac GERMAN MILLET OR 15 Ib /ac SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40 lb/ac RYE (GRAIN). SOIL AMENDMENTS: APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY 4000 lb/ac GROUND AGRICULTURAL LIMESTONE AND 1200 lb/ac 10 -10 -10 FERTILIZER. MULCH: USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 lb/ac GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP. MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES. MAINTENANCE: INSPECT AND REPAIR MULCH FREQUENTLY. RE- FERTILIZE IN LATE WINTER ACCORDING TO SOIL TESTS OR APPLY 150 lb/ac 10 -10 -10 FERTILIZER (3 lb/1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4 ". SOLAR PAD AREA PERMANENT SEEDING SPECIFICATION PS SEEDING MIXTURE: SPECIES RATE (lb/ac) KENTUCKY 31 FESCUE (ENDOPHYTE FREE) 120 (2.75 Ib 1000 sq ft) KENTUCKY BLUEGRASS 60 1.35 lb/1000 sq ft) ORCHARD GRASS 45 (1 lb/1000 sq ft) WHITE CLOVER 30 (0.65 lb/1000 sq ft) BIRDSFOOT TREFOIL 30 (0.65 lb/1000 sq ft) SERCIA LESPEDISA OR CHICORY 15 (0.45 lb/1000 sq ft) NURSE PLANTS: (SAME AS DITCH /OPEN AREA PERMANENT SEEDING) SOIL AMENDMENTS: (SAME AS DITCH /OPEN AREA PERMANENT SEEDING) MULCH: (SAME AS DITCH /OPEN AREA PERMANENT SEEDING) MAINTENANCE: (SAME AS DITCH /OPEN AREA PERMANENT SEEDING) NPDES PERMITS - NOTE -FOR PROJECTS REQUIRING NPDES PERMITS, THE FOLLOWING STABILIZATION SCHEDULE SHALL APPLY: SITE AREA STABILIZATION STABILIZATION DESCRIPTION TIMEFRAME TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES 7 DAYS NONE DITCHES AND SLOPES HIGH QUALITY WATER 0) - (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED 7 -DAYS FOR SLOPES GREATER SLOPES 3:1 OR FLATTER 14 DAYS THAN 50 FEET IN LENGTH ALL OTHER AREAS WITH 14 DAYS NONE (EXCEPT FOR PERIMETERS SLOPES FLATTER THAN 4:1 AND HQW ZONES) NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK. NOTE: CONTRACTOR MAY BE REQUIRED TO SEED /GRASS SITE MULTIPLE TIMES IN ORDER TO ESTABLISH PERMANENT GRASSING SUFFICIENT TO WITHSTAND EROSION. SITE WILL BE CONSIDERED STABILIZED UPON REVIEW AND APPROVAL BY CATAWBA COUNTY UTILITIES AND ENGINEERING DEPARTMENT AND THE CIVIL ENGINEER. LOCATION MAP NOT TO SCALE McGILL PROJECT NO. 12.01416 j!1mcGff i`8 A S S O C I A T E S ENGINEERING -PLANNING -FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 a "Vol 1 �I� (0) Z UI �I I <r V^ J o CD � CD Lo Ln Q rn o � o � U � o L0 co of z CD _ L0 � U of EAL r; _ = 041595 - •. F 0 :.4 Q ENGINEER'S STAMP a z_ J O Q Q Q U w ~ J D O O z ED F_� >_ z J O J w w Y M Cif Q C14 J C-) U m U m I NO O 0) I N cf) Z O cn > LEI z o CL U V) o z w D L0 w � z C? (n 0 1- w O LL_ w N o cn 0) - z 0 V) w 0 w Q a] U OPPORTUNITY I�:Zelll�� s 0 E0 0 0 w� N O y N N o= o F �o 00 �o o= o= n a� a� az 0 w 3 � 4 O W O N -00 I�ca p U) co w G 00 zo J NQ Q L.L Q wz Z Q rw v U) ift0or.] DATE DRAWN I OCT. 2014 DRAWN BY I RLC 0 /2„ „ IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET G -001 SOUTH OXFORD STREET (UNIMPROVED) PROP. CITY OF CLAREMONT SEWER REALIGNMENT (NOT THIS CONTRACT) CLAREMONT NA CABLE SYSTEMS, LLC PIN NO. 3761 -05 -07 -5098 DB 2589 / PG 609 REMOVE EXIST. WOOD BLDG. - REMOVE EXIST. BRICK BLDG. EXIST. SEWER MANHOLE TO REMAIN REMOVE EXIST. CONC. TANK —X fX yx /� 1 — -- x EXIST. SEWER �I / LINE TO BE N I REMOVED (NOT THIS CONTRACT) REMOVE EXIST. UTILITY POLE EXIST. MANHOLE ` TO BE REMOVED (NOT THIS CONTRACT) EXIST. SOIL ROAD TO BE REMOVED IN CONJUNCTION WITH SITE GRADING EXIST. SEWER LINE TO REMAIN REMOVE EXIST. 15" RCP STORM DRAIN REMOVE EXIST. CHAIN LINK FENCE & GATES REMOVE EXIST. CONC. TANKS AND STRUCTURES y REN OVE EXIST. UTI�ITY POLE S � II I I I I I I I I EXISTING 30' SEWER ESMT. EXIST. GRAVEL ROAD TO BE REMOVED IN CONJUNCTION WITH SITE GRADING REMOVE EXIST. INACTIVE SEWER LINE OR PLUG AND ABANDON IN PLACE BY FILLING WITH FLOWABLE FILL EXIST. ELEC. LINE--- = �S� V i I TO BE REMOVED - REMOVE EXIST. INACTIVE BY DUKE ENERGY -i SEWER LINE OR PLUG AND — EXIST. UTILITY POLE, _, Ro ABANDON IN PLACE BY ,E = 7 GUY ANCHOR, AND OVEHEAD _ .ROW: �� REMOVE EXIST. INACTIVE � WIRING TO BE REMOVED FILLING WITH FLOWABLE FILL .__. an" 5�� SEWER LINE OR PLUG AND j I BY DUKE ENERGY Row - - -- -" y ��'/ ABANDON IN PLACE BY I = I Row - -> _ �� FILLING WITH FLOWABLE FILL i •�'•. ROW— —ROW _ROW -- ''A / ' �� I �— — ROW — ROW— CITY OF CLAR MONT �_ / �/ EXIST. SEWER PIN NO. 3761 -0 -17 -5825 �� i MANHOLE TO REMAIN ; DB 940 / PG 324, ='d�. PLUG EXIST. SEWER I REMOVE EXIST. VALVE s V� EXIST. SEWER ' LINE TO BE REMOVED (NOT THIS CONTRACT) REMOVE EXIST. ELECTRIC LINES REMOVE EXIST. STEEL TANK LINE OUTSIDE X MANHOLE ' — "-------- - - - - - - - - - - -- i � I XIST. MANHOLES � & SEWER LINES TI I TO BE REMOVED � DUKE EX/S NG 68' ' (NOT THIS CONTRACT) TRgNSENERGY LINE ESM �N ' REMOVE EXIST. I WATER METER I REMOVE EXIST. & VALVE ' CONC. TANK _-- - - - - -- - - EXIST. UTILITY POLE I AND OVERHEAD WIRING I TO BE REMOVED BY ' DUKE ENERGY I I I I I ' I REMOVE EXIST. INACTIVE SEWER LINE OR PLUG AND \ ABANDON IN PLACE BY FILLING WITH PLOWABLE FILL EXIST. SEWER LINE TO REMAIN LESLIE CHARLES SIGMON PIN NO. 3761 -05 -18 -6458 DB 2017 / PG 0017 v7 ;2ND EXIST. SEWER MANHOLE TO REMAIN — EXIST. SEWER LINE TO REMAIN REMOVE EXIST. SEWER MANHOLE OR ABANDON IN PLACE (SEE DETAIL SHEET 507) DEMOLITION NOTES: 1. ALL STRUCTURES, TANKS, VAULTS, PIPING, VALVES, EQUIPMENT, AND APPURTENANCES RELATED TO THE ABANDONED CITY OF CLAREMONT WASTEWATER TREATMENT PLANT SHALL BE REMOVED FROM THE SITE AND DISPOSED OF ACCORDING TO THE ENVIRONMENTAL SPECIFICATIONS. 2. ALL EXISTING UTILITY POLES, LIGHT POLES, ELECTRIC METER, GUY ANCHORS, AND OVERHEAD WIRING UPSTREAM OF THE METER SHALL BE REMOVED BY DUKE ENERGY. ALL ELECTRICAL WIRING AND APPURTENANCES DOWNSTREAM OF THE METER SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF SITE BY THE CONTRACTOR. COORDINATE DISCONNECTION AND REMOVAL OF ANY REMAINING ELECTRICAL SERVICE INFRASTRUCTURE WITH DUKE ENERGY. 3. EXISTING WATER SERVICE TO THE ABANDONED CITY OF CLAREMONT WASTEWATER TREATMENT PLANT SITE SHALL BE DISCONNECTED AND PLUGGED AT THE METER. THE METER, TOGETHER WITH ALL RELATED PIPING, VALVES AND APPURTENANCES SHALL BE REMOVED AND PROPERLY DISPOSED OFF SITE. 4. FOUNDATIONS AND FOOTINGS FOR ALL EXISTING STRUCTURES, TANKS, AND VAULTS SHALL BE REMOVED AND PROPERLY DISPOSED OFF SITE. 5. SEE ENVIRONMENTAL SPECIFICATIONS FOR SOIL REMOVAL REQUIREMENTS. 6. SEE ENVIRONMENTAL SPECIFICATIONS FOR CONFIRMATION TESTING REQUIREMENTS. 7. SEE ENVIRONMENTAL SPECIFICATIONS FOR REMOVAL OF RESIDUAL SLUDGE DRYING MATERIALS. z 30 0 15 30 60 90 GRAPHIC SCALE 1 INCH = 30 FEET McGILL PROJECT NO. 12.01416 • A S S O C I A T E S ENGINEERING• PLANNING• FINANCE 1240 19th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -045) Is- < LEE Z Ui I cl^) •� V J D O ° CD Lo Ln Q cy) 0 Q U "zj- O `0 m o -- of z CD a o L0 U Fy EAL = 041595 •. F 0 : �VGIN �.4 ENGINEER'S STAMP z 0 of Q U > _ w _J 0 D z O z z J p J w w Y co Cif N Q J co U m U m 0 i u') O O 0) I N cf) Z O z o Z 0 (o w � 0:� w a — w m 0 0 w 0 o 0 r EXIST. ELEC. LINE w Z TO BE REMOVED rn - �� BY DUKE ENERGY I ;� \ EXIST. SEWER LINE TO REMAIN REMOVE EXIST. SEWER ••'r j:' ',r'' %i I MANHOLE OR ABANDON EXIST. SEWER IN PLACE (SEE DETAIL MANHOLE SHEET 507) TO REMAIN CITY OF CLAR MONT �_ / �/ EXIST. SEWER PIN NO. 3761 -0 -17 -5825 �� i MANHOLE TO REMAIN ; DB 940 / PG 324, ='d�. PLUG EXIST. SEWER I REMOVE EXIST. VALVE s V� EXIST. SEWER ' LINE TO BE REMOVED (NOT THIS CONTRACT) REMOVE EXIST. ELECTRIC LINES REMOVE EXIST. STEEL TANK LINE OUTSIDE X MANHOLE ' — "-------- - - - - - - - - - - -- i � I XIST. MANHOLES � & SEWER LINES TI I TO BE REMOVED � DUKE EX/S NG 68' ' (NOT THIS CONTRACT) TRgNSENERGY LINE ESM �N ' REMOVE EXIST. I WATER METER I REMOVE EXIST. & VALVE ' CONC. TANK _-- - - - - -- - - EXIST. UTILITY POLE I AND OVERHEAD WIRING I TO BE REMOVED BY ' DUKE ENERGY I I I I I ' I REMOVE EXIST. INACTIVE SEWER LINE OR PLUG AND \ ABANDON IN PLACE BY FILLING WITH PLOWABLE FILL EXIST. SEWER LINE TO REMAIN LESLIE CHARLES SIGMON PIN NO. 3761 -05 -18 -6458 DB 2017 / PG 0017 v7 ;2ND EXIST. SEWER MANHOLE TO REMAIN — EXIST. SEWER LINE TO REMAIN REMOVE EXIST. SEWER MANHOLE OR ABANDON IN PLACE (SEE DETAIL SHEET 507) DEMOLITION NOTES: 1. ALL STRUCTURES, TANKS, VAULTS, PIPING, VALVES, EQUIPMENT, AND APPURTENANCES RELATED TO THE ABANDONED CITY OF CLAREMONT WASTEWATER TREATMENT PLANT SHALL BE REMOVED FROM THE SITE AND DISPOSED OF ACCORDING TO THE ENVIRONMENTAL SPECIFICATIONS. 2. ALL EXISTING UTILITY POLES, LIGHT POLES, ELECTRIC METER, GUY ANCHORS, AND OVERHEAD WIRING UPSTREAM OF THE METER SHALL BE REMOVED BY DUKE ENERGY. ALL ELECTRICAL WIRING AND APPURTENANCES DOWNSTREAM OF THE METER SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF SITE BY THE CONTRACTOR. COORDINATE DISCONNECTION AND REMOVAL OF ANY REMAINING ELECTRICAL SERVICE INFRASTRUCTURE WITH DUKE ENERGY. 3. EXISTING WATER SERVICE TO THE ABANDONED CITY OF CLAREMONT WASTEWATER TREATMENT PLANT SITE SHALL BE DISCONNECTED AND PLUGGED AT THE METER. THE METER, TOGETHER WITH ALL RELATED PIPING, VALVES AND APPURTENANCES SHALL BE REMOVED AND PROPERLY DISPOSED OFF SITE. 4. FOUNDATIONS AND FOOTINGS FOR ALL EXISTING STRUCTURES, TANKS, AND VAULTS SHALL BE REMOVED AND PROPERLY DISPOSED OFF SITE. 5. SEE ENVIRONMENTAL SPECIFICATIONS FOR SOIL REMOVAL REQUIREMENTS. 6. SEE ENVIRONMENTAL SPECIFICATIONS FOR CONFIRMATION TESTING REQUIREMENTS. 7. SEE ENVIRONMENTAL SPECIFICATIONS FOR REMOVAL OF RESIDUAL SLUDGE DRYING MATERIALS. z 30 0 15 30 60 90 GRAPHIC SCALE 1 INCH = 30 FEET McGILL PROJECT NO. 12.01416 • A S S O C I A T E S ENGINEERING• PLANNING• FINANCE 1240 19th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -045) Is- < LEE Z Ui I cl^) •� V J D O ° CD Lo Ln Q cy) 0 Q U "zj- O `0 m o -- of z CD a o L0 U Fy EAL = 041595 •. F 0 : �VGIN �.4 ENGINEER'S STAMP z 0 of Q U > _ w _J 0 D z O z z J p J w w Y co Cif N Q J co U m U m 0 i u') O O 0) I N cf) Z O z o Z 0 (o w � 0:� w a — w m 0 0 w 0 o 0 r z o w o a w Z rn N z 0 V) w 0 w Q m U OPPORTUNITY 19:,1911111611 z Q J z O J O W 0 w J s 0 3 0 0 0 N O N N N � Z o F U O p o K O O Z �N o� <_ a� a� z� az o� Z 3 � U � U O W O N N DATE DRAWN I OCT. 2014 1 DRAWN BY MDO 0 /2„ „ IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET CD=l 01 EXIST. UTILITY POLE AND OVERHEAD WIRING TO BE REMOVED BY DUKE ENERGY cn m ' �I � �.- Xicick EXIST. SEWER LINE TO REMAIN - REMOVE EXIST. INACTIVE SEWER LINE OR PLUG AND ABANDON IN PLACE BY FILLING WITH FLOWABLE FILL CLAREMONT NA CABLE SYSTEMS, LLC PIN NO. 3761 -05 -07 -5098 DB 2589 / PG 609 EXIST. GRAVEL ROAD TO BE REMOVED IN CONJUNCTION WITH SITE GRADING EXIST. ELEC. LINE TO BE REMOVED BY DUKE ENERGY sovzx OXF �g� EXIST. SEWER MANHOLE TO REMAIN LESLIE CHARLES SIGMON PIN NO. 3761 -05 -18 -6458 DB 2017 / PG 0017 szgE�� REMOVE EXIST. GATE & POSTS REMOVE EXIST. SIGN X� EXIST. UTILITY POLE, GUY ANCHOR, AND OVERHEAD WIRING TO BE REMOVED BY DUKE ENERGY - 7 EXIST. SEWER LINE TO REMAIN EXISTING OUTBUILDING TO REMAIN EXIST. ELEC. LINE TO BE REMOVED BY DUKE ENERGY REMOVE EXIST. 48" CMP STORM DRAIN CHARLES F. MURRAY & NANCY H. MURRAY PIN NO. 3761 -05 -19 -0276 DB 2281 / PG 1358 PB 14 / PG 1 REMOVE EXIST. GATE & POSTS EXISTING UTILITY POLE & GUY ANCHOR TO REMAIN EXIST. SEWER MANHOLE TO REMAIN EXIST. iouiL-uiim%-7 TO REMAIN P GESS \\ � W W w 0 REMOVE EXIST. 12" RCP STORM DRAIN �S �S \� \ RELOCATE EXIST. \ \ STREET NAME °� \ SIGN (COORDINATE \ \ WITH CITY \� OF CLAREMONT) EXIST. STOP \ SIGN TO REMAIN o"\ / i u EXIST. WATER \\ �� C/ � VALVES TO REMAIN \ \C c� EXIST. DEAD END \ SIGN TO REMAIN \ < \ EXIST. WATER \ VALVE TO REMAIN- \ \ REMOVE EXIST. 24" RCP - STORM DRAIN EXISTING ELEC. LINES TO REMAIN CHARLES F. MURRAY & NANCY H. MURRAY PIN NO. 3761 -05 -19 -0276 DB 2281 / PG 1358 PB 14 / PG 1 Lo F U) z \ \ cn \� z \ °� \� at I r'r^^ VJ o CD Lo co c L' Q o � U � CD 0 o z CD _ Lo � U =4 EAL 041595 _ 0 :•••b ENGINEER'S STAMP \k \ \\ \ °� QED EXIST. 18" RCP STORM DRAIN \\ z TO REMAIN \\ o Q U \ w \\ 0 z Z O \ Y w co Q N J co U z 30 0 15 30 60 90 GRAPHIC SCALE I INCH = 30 FEET McGILL PROJECT NO. 12.01416 r;wl. Mc Gill A S S O C I A T E S ENGINEERING• PLANNING• FINANCE 1240 19th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -045) m U m 0 i N O O 0) I N z O z o cn w > w a W U w w o Lo z c� ui of O w D �S o cn EXIST. SEWER MANHOLE TO REMAIN EXIST. iouiL-uiim%-7 TO REMAIN P GESS \\ � W W w 0 REMOVE EXIST. 12" RCP STORM DRAIN �S �S \� \ RELOCATE EXIST. \ \ STREET NAME °� \ SIGN (COORDINATE \ \ WITH CITY \� OF CLAREMONT) EXIST. STOP \ SIGN TO REMAIN o"\ / i u EXIST. WATER \\ �� C/ � VALVES TO REMAIN \ \C c� EXIST. DEAD END \ SIGN TO REMAIN \ < \ EXIST. WATER \ VALVE TO REMAIN- \ \ REMOVE EXIST. 24" RCP - STORM DRAIN EXISTING ELEC. LINES TO REMAIN CHARLES F. MURRAY & NANCY H. MURRAY PIN NO. 3761 -05 -19 -0276 DB 2281 / PG 1358 PB 14 / PG 1 Lo F U) z \ \ cn \� z \ °� \� at I r'r^^ VJ o CD Lo co c L' Q o � U � CD 0 o z CD _ Lo � U =4 EAL 041595 _ 0 :•••b ENGINEER'S STAMP \k \ \\ \ °� QED EXIST. 18" RCP STORM DRAIN \\ z TO REMAIN \\ o Q U \ w \\ 0 z Z O \ Y w co Q N J co U z 30 0 15 30 60 90 GRAPHIC SCALE I INCH = 30 FEET McGILL PROJECT NO. 12.01416 r;wl. Mc Gill A S S O C I A T E S ENGINEERING• PLANNING• FINANCE 1240 19th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -045) m U m 0 i N O O 0) I N z O z o cn w > w a W U w w o Lo z c� ui of O w D o cn rn — z 0 V) w 0 w Q m U OPPORTUNITY I9:4103111011111 z Q J z 0 J 00 G W 0 w s 0 3 0 0 0 N O y N N o= o F 00 �o o� �N _o n a� a� az o� w 3 �4 O W O N DATE DRAWN I OCT. 2014 1 DRAWN BY I MDO I0 /2„ „ IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE CD=1021 SHEET ' / / J I° I l� \� 1 1 ■ a 2 0 o U)0 z 2 Of o cyD IRt Q CD < o o3: i j O U (n mo z CD I i I' �I O � a 01 �Ro* I 1 \VI . Uwr \L LIVLI \V 1 SUBSTATION SITE N = 71974.91 E = 1361617.37 NAD 83(2011) 43r� N:,tv - STA. 18 +28.49 END CONSTRUCTION ACCESS DRIVE 11 I.J. VI J J 1!1 IIV N = 3862.85 E = 24418.36 ELEV. = 944.42 NOT TO SCALE 1 �f McGILL PROJECT NO. 12.01416 Folow Mc Giff A S S O C I A T E S ENGINEERING • PLANNING • FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 n mm (I•I 0 pp _ w J � O O z m F J 0 J W Y LU M Of N Q J c) U m U m 0 I 0 N O O m I N z Oo _ w z CL w w C) z 2 Of o w > w E z ( Fn w o b\ � ly w O Of LL- w N i O (n i I i I' �I O � o i 0 ICI I� A I�0 I i I 01 �Ro* I 1 \VI . Uwr \L LIVLI \V 1 SUBSTATION SITE N = 71974.91 E = 1361617.37 NAD 83(2011) 43r� N:,tv - STA. 18 +28.49 END CONSTRUCTION ACCESS DRIVE 11 I.J. VI J J 1!1 IIV N = 3862.85 E = 24418.36 ELEV. = 944.42 NOT TO SCALE 1 �f McGILL PROJECT NO. 12.01416 Folow Mc Giff A S S O C I A T E S ENGINEERING • PLANNING • FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 n mm (I•I 0 pp _ w J � O O z m F J 0 J W Y LU M Of N Q J c) U m U m 0 I 0 N O O m I N z Oo _ w z CL w w C) z 2 Of o w > w E z ( Fn w o b\ � ly w O Of LL- w N O (n z O Z Q 0- D O Q w U) J I..L w O 0 3 c 0 0 N O y o= � F O O U W � 3 as oz y a� ago o� U � 3 � 4 w O N H SHEET cm 10 Z* z 0 N W 0 w Q m U OPPORTUNITY PROJECT 11098 DATE DRAWN OCT. 2014 DRAWN BY RLC 0 /2„ IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET cm 10 CLAREMONT NA CABLE SYSTEMS, LLC PIN NO. 3761 -09 -07 -8069 DB 2589 / PG 609 PB 43 / PG 54 MICHAEL DOUGLAS GRIFFIN & DISTANCE FRANCES DARLENE GRIFFIN SO4 °02'57 "W PIN NO. 3761 -09 -06 -8749 24.66' L31 DB 2761 / PG 549 L41 S13 °19'09 "E DB 64 / PG 124 SO4 °53'02 "W 47.17' L6 S45 °25'23 "W i L7 S08 °27'19 "W 26.35' L8 S15 °27'37 "E 24.75' L9 S23 °21'22 "E 65.90' L10 / 83.30' L11 S50 °54'30 "E 33.80' L12 S74 °38'46 "E 30.76' L13 S55 °55'10 "E 47.66' L14 / 37.25' L15 S27 °03'25 "E 28.47' L16 S1 9 °00'27 "E 30.44' o` S15 °47'38 "E 31.89' L18 J� 0 21.97' L19 / 47.02' L20 S59 °41'32 "E / L21 S43 °13'51 "E 39.48' L22 S52 °02'52 "E 34.20' L23 / 28.58' L241 S30 °37'4 7 E 31.75' / MICHAEL DOUGLAS GRIFFIN & / FRANCES DARLENE GRIFFIN PIN NO. 3761 -09 -06 -9567 / DB 1968 / PG 209- / /DB 2639 / PG 1679 PB 25 / PG 73 PB 61 / PG 2 nI /i Flagpole Sign f ROW - - - -- ROW - - - -- ROW - - -- -ROW -ROW- - -- - - - - W - -- -W -- x x l x x x X m x C r D Z G7 x x X x x x w UP x Lij nl O d� ", L Z i i I W W W W CLAREMONT NA CABLE SYSTEMS, LLC PIN NO. 3761 -05 -07 -5098 DB 2589 / PG 609 TEMP. STREAM CROSSING (TO BE REMOVED FOLLOWING PROJECT CONSTRUCTION) W (�o� ALA W E 460.3 I 71 N� 4 °39 52 W )1 W o� �� j 1 N� °3g' S ' 40 32, MFR/ / 64.3 I 4 3 f 0 I W W I I I I I I I I W W I I I 60' I I I IPROP. TREELINE (TYPICAL) W W I I I I 0 I I W W I PROP. UNDERGROUND I MV ELECTRICAL LINE I c� (SEE ELECTRICAL 3 0 SPECIFICATIONS FOR DETAILS) I IW W I I APPLE INC. I d I PIN NO. 3761 -09 -15 -6074 I DB 3253 / PG 1985 I TRACT B I IW W I O I � D I I 0 I K W W I I I I I 3 I W N = 35666.1453 W I I I E = 24736.4945 0 3 W I I W I0 0 0 0 0 0 0 o cC I0 0 0 0 I o 0 0 0 0 0 0 3 I o I I I I I' I� W L' I I 3 0 I I I 0 LP I � I TEL I PED wm' FH w W WV� A —w - - -- 3/4" WATER SERVICE LINE & METER (PROVIDED BY CITY OF CLAREMONT) EXTEND 3/4" SCH 40 PVC LINE TOE JOB TRAILERS PROP. STONE PARKING / STAGING AREA 5, (TO BE LEFT IN PLACE ; FOR CITY OF CLAREMONT USE FOLLOWING CONSTRUCTION) SEE DETAIL SHEET C -505 TEMP. GRAVEL G�ZDRIVE- ENTRANCE FOR USE 8B'04'45'4 DURING CONSTRUCTION L71' 234' 35' R. - 25' R. 30' 0 N 65' 24 S88 °04'45 "W 35' R.. 00 25' R. N w----- w - - - -- WV —w 1-- w - - - -- - - w--- ------ --- - --- - -------- - - - - -- - ------- - - - - -- — — — — — — — — — — — — — — — — — — — — — - - — — — — — W W N = 35466.2604 PROP. PERMANENT E = 24743.2799 SAW CUT EXIST. ASPHALT DRIVE ENTRANCE WITHIN KELLY BLVD. R/W SEE DETAILS SHEET C -505 PAVEMENT TO PROVIDE A SMOOTH CLEAN JOINT N = 35674.1235 E = 24970.3584 N = 35474.2385 E = 24977.1438 763.92' SSMH I L3 40 GRAPHIC SCALE 0 20 40 J i N Ni: J I � X. II \' SSMH Is I I \\ I OI \s\ I I \ I s v/ \ \s oS( \ � s < 80 120 I INCH = 40 FEET LINE BEARING DISTANCE L1 SO4 °02'57 "W 19.75' L2 S09 °58'54 "E 24.66' L31 S58 °01'48 "E 20.49' L41 S13 °19'09 "E 32.19' L51 SO4 °53'02 "W 47.17' L6 S45 °25'23 "W 19.93' L7 S08 °27'19 "W 26.35' L8 S15 °27'37 "E 24.75' L9 S23 °21'22 "E 65.90' L10 S09 °37'06 "W 83.30' L11 S50 °54'30 "E 33.80' L12 S74 °38'46 "E 30.76' L13 S55 °55'10 "E 47.66' L14 S15 °20'49 "E 37.25' L15 S27 °03'25 "E 28.47' L16 S1 9 °00'27 "E 30.44' L17 S15 °47'38 "E 31.89' L18 S34 °47'1 9 "E 21.97' L19 S65 °00'41 "E 47.02' L20 S59 °41'32 "E 21.98' L21 S43 °13'51 "E 39.48' L22 S52 °02'52 "E 34.20' L23 S37 °46'57 "E 28.58' L241 S30 °37'4 7 E 31.75' LIBBY C. BROWN & JOE DALE CARPENTER PIN NO. 3761 -09 -26 -1730 DB 438 / PG 443 PB 7 / PG 3 ■ MIS I I I U _ W ~ _j 0 O O z m J O J W W Y � M Q N J c) U m U m i 04 O O mI 04 U) z O W nor Z O lo- w �V''^^ LILI W � z w o oD W o W L_ r / 0 0 0 . O ° N U Lo W L0 Q O O o w j U d. o✓ `n O z ° _ n � U MIS I I I U _ W ~ _j 0 O O z m J O J W W Y � M Q N J c) U m U m i 04 O O mI 04 U) z O W nor Z O lo- w Z 0 w 0 LILI W � z w o oD W o W z 0 0 OPPORTUNITY z Q nJ 1..1. 0 Q J w lam, 0 3 c �0 m z o� N O y D Z .Fo F O W � 3 oz �y a� ws ao o� U � � 4 �W O N r PROJECT 11098 DATE DRAWN OCT. 2014 KELLY BOULEVARD ----------------------------- - ------------------------ DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 %2" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING •PLANNING •FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416 03- LAYOUT.DWG z 0 N W D w Q m U o✓ OPPORTUNITY z Q nJ 1..1. 0 Q J w lam, 0 3 c �0 m z o� N O y D Z .Fo F O W � 3 oz �y a� ws ao o� U � � 4 �W O N r PROJECT 11098 DATE DRAWN OCT. 2014 KELLY BOULEVARD ----------------------------- - ------------------------ DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 %2" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING •PLANNING •FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416 03- LAYOUT.DWG KELLY BLVD. ELECTRICAL CONDUIT CROSSING NORIZ. SCALE: 1 " =40' 1+00 2 +00 PROP. WATER MAIN EXTENSION BY MICHAEL DOUGLAS GRIFFIN & FRANCES DARLENE GRIFFIN / PIN NO. 3761 -09 -06 -9567 DB 1968 / PG 209 i _DB 2639 / PG 167971 i PB 25 / PG 73 PB 61 / PG 2 / V//, INSTALL 2 -8" ELECTRICAL CONDUITS ACROSS KELLY BLVD. BY DIRECTIONAL BORE (10' MIN. SEPARATION BETWEEN CONDUITS) 74' SAW CUT EXIST. PAVEMENT TO PROVIDE A SMOOTH CLEAN JOINT LP I Q' O W W II Q � I O `� 3 I W W I O I f I e/ J I I I 3� I -PROP. MV ELECTRICAL (LINE 8 °04'45" .71 ' CITY OF CLAREMONT I x x %9jjV TEL I PED — ROW - - -- -ROW - -- OW FFi w w —ROW -- -- ROW - - -- -ROW -- — P -- ---- T - - - - -T I I - - -RO - -- ROW - -- _ — ROW - - - -- ROW- - - - -RO - - - - -R I I TEL - —W -- - -- ROW - - -- I I W-- - - -W -- —W -- —W -- —G — —G— — WV -- —W -- S-- W--p-� — W— - - - - -G— — —W— — W----- W--- - -W - -- —W— II G— --- G--- - -G - -- — G---- -G - - -\ - -- --- - - - - -- ---- - - - - -- G 3 - -- — G----- G----- r�---- -G - - -- — - -- ------- - - - - -- - - - - - - -- - -- - - -- -- G----- G---- -G - - -- I I ------ - - - - -- --- - -- -KELLY BOULEVARD - - - -;� ---- --- - - - - -- w w ---------------- - - - - -- SR 2436 ---------- -;,------------- 00 25' R. ° 25' R. TEL PED LP 35' R. 35'� R. ROW----- ROW - - -- -ROW - -- —ROW- ROW----- ROW - - -- — — ROW -- - - -RO� ----- ROW - -- ---- ROW - - - -- I I WESTMINISTER CLAREMONT I PIN NO. 3751 -12 -95 -559 DB 3086 / PG 1720 PB 45 / PG 178 40 0 20 40 80 120 GRAPHIC SCALE I INCH = 40 FEET ml . Q\ I ROW — — — ROW - - - -- LP - EXIST. DUKE Q�`ENERGY ESMT. V`" PROP. TREELINE (TYPICAL) 20' SETBACK \ DOUBLE 12' WIDE \ SWING GATE \ \ 20' SETBACK ° ° Ili \ ° ,0&276s6F0F��tiT ° ,oc \6S Ac >>526768�3 �Nc LP 50' SETBACK rtKmArvtrvi- ASPHALT DRIVE ENTRANCE — — — — — — WITHIN KELLY BLVD. R/W EXIST. DUKE TO BE INSTALLED FOLLOWING COMPLETION OF CONSTRUCTION ENERGY ESMT. SEE DETAIL SHEET C -505 PROP. ORNAMENTAL FENCE C-4 PROP. SECURITY FENCE APPLE INC. P NO. 3761 -09 -1 -6074 DB 3253 / PG 985 TRACT B EXIST. TREE LINE MATCH LINE -SEE SHEET C -105 W W 24' 40' 112' PROP. 12' GRAVEL MV SWITCHGEAR MAINTENANCE DRIVE (DESIGN BY (LIGHT DUTY) SEE ELEC. ENGINEER) DETAIL SHEET C -505 TEMP. 40' GRAVEL DRIVE ENTRANCE FOR USE DURING CONSTRUCTION. TO BE REDUCED TO 24' WIDE FOLLOWING COMPLETION OF CONSTRUCTION. TYPICAL SOLAR PANEL ARRA4-7 DOUBLE 12' WIDE SWING GATE PROP. 12' GRAVEL — MAINTENANCE DRIVE (HEAVY DUTY) SEE DETAIL SHEET C -505 PROP. EQUIPMENT PAD (SEE OTHER PLANS — TYPICAL) % PROP. VEHICLE PASSING /UNLOADING AREA —SEE SHEET C -108 FOR DIMENSIONS �w- RS 2" WATER SERVICE LINE & METER (PROVIDED W �\ O EXTEND 2" SDR 13.5 — PVC TO 81.5' R/W WASH 5 O N CO Lo a 0 1 L0 950 EXIST. KELLY BLVD. PAVEMENT O z " U _j ;r, � 2 w Q 00 3 0 w 0 ^ ~z z o \ Q_ ° LLJ 11 v 940 2 LLI a 000 W ~ U of �-:Y U� PROP. GROUND PROFILE O w v it / Q LLJ \'4 EXIST. GROUND J 930 10 z J ° PROFILE U) of � z � 1 _j w o z W -I J z O Z o n w Of J 920 ci U m U INSTALL 2 PARALLEL 8" SOLID WALL SCH 40 HDPE OR SDR 13.5 HDPE 910 ACROSS KELLY BLVD. BY DIRECTIONAL BORE U N O (10' MIN. SEPARATION BETWEEN CONDUITS) IAN VERIFY WITH ELECTRICAL SPECIFICATIONS 1+00 2 +00 PROP. WATER MAIN EXTENSION BY MICHAEL DOUGLAS GRIFFIN & FRANCES DARLENE GRIFFIN / PIN NO. 3761 -09 -06 -9567 DB 1968 / PG 209 i _DB 2639 / PG 167971 i PB 25 / PG 73 PB 61 / PG 2 / V//, INSTALL 2 -8" ELECTRICAL CONDUITS ACROSS KELLY BLVD. BY DIRECTIONAL BORE (10' MIN. SEPARATION BETWEEN CONDUITS) 74' SAW CUT EXIST. PAVEMENT TO PROVIDE A SMOOTH CLEAN JOINT LP I Q' O W W II Q � I O `� 3 I W W I O I f I e/ J I I I 3� I -PROP. MV ELECTRICAL (LINE 8 °04'45" .71 ' CITY OF CLAREMONT I x x %9jjV TEL I PED — ROW - - -- -ROW - -- OW FFi w w —ROW -- -- ROW - - -- -ROW -- — P -- ---- T - - - - -T I I - - -RO - -- ROW - -- _ — ROW - - - -- ROW- - - - -RO - - - - -R I I TEL - —W -- - -- ROW - - -- I I W-- - - -W -- —W -- —W -- —G — —G— — WV -- —W -- S-- W--p-� — W— - - - - -G— — —W— — W----- W--- - -W - -- —W— II G— --- G--- - -G - -- — G---- -G - - -\ - -- --- - - - - -- ---- - - - - -- G 3 - -- — G----- G----- r�---- -G - - -- — - -- ------- - - - - -- - - - - - - -- - -- - - -- -- G----- G---- -G - - -- I I ------ - - - - -- --- - -- -KELLY BOULEVARD - - - -;� ---- --- - - - - -- w w ---------------- - - - - -- SR 2436 ---------- -;,------------- 00 25' R. ° 25' R. TEL PED LP 35' R. 35'� R. ROW----- ROW - - -- -ROW - -- —ROW- ROW----- ROW - - -- — — ROW -- - - -RO� ----- ROW - -- ---- ROW - - - -- I I WESTMINISTER CLAREMONT I PIN NO. 3751 -12 -95 -559 DB 3086 / PG 1720 PB 45 / PG 178 40 0 20 40 80 120 GRAPHIC SCALE I INCH = 40 FEET ml . Q\ I ROW — — — ROW - - - -- LP - EXIST. DUKE Q�`ENERGY ESMT. V`" PROP. TREELINE (TYPICAL) 20' SETBACK \ DOUBLE 12' WIDE \ SWING GATE \ \ 20' SETBACK ° ° Ili \ ° ,0&276s6F0F��tiT ° ,oc \6S Ac >>526768�3 �Nc LP 50' SETBACK rtKmArvtrvi- ASPHALT DRIVE ENTRANCE — — — — — — WITHIN KELLY BLVD. R/W EXIST. DUKE TO BE INSTALLED FOLLOWING COMPLETION OF CONSTRUCTION ENERGY ESMT. SEE DETAIL SHEET C -505 PROP. ORNAMENTAL FENCE C-4 PROP. SECURITY FENCE APPLE INC. P NO. 3761 -09 -1 -6074 DB 3253 / PG 985 TRACT B EXIST. TREE LINE MATCH LINE -SEE SHEET C -105 W W 24' 40' 112' PROP. 12' GRAVEL MV SWITCHGEAR MAINTENANCE DRIVE (DESIGN BY (LIGHT DUTY) SEE ELEC. ENGINEER) DETAIL SHEET C -505 TEMP. 40' GRAVEL DRIVE ENTRANCE FOR USE DURING CONSTRUCTION. TO BE REDUCED TO 24' WIDE FOLLOWING COMPLETION OF CONSTRUCTION. TYPICAL SOLAR PANEL ARRA4-7 DOUBLE 12' WIDE SWING GATE PROP. 12' GRAVEL — MAINTENANCE DRIVE (HEAVY DUTY) SEE DETAIL SHEET C -505 PROP. EQUIPMENT PAD (SEE OTHER PLANS — TYPICAL) % PROP. VEHICLE PASSING /UNLOADING AREA —SEE SHEET C -108 FOR DIMENSIONS �w- RS 2" WATER SERVICE LINE & METER (PROVIDED BY CITY OF CLAREMONT) O EXTEND 2" SDR 13.5 — PVC TO TRUCK WASH RACK RS. ROAD B F_� PROP. ORNAMENTAL _ SLIDING GATE(S) FOR 20' OPENING CENTERED IN GRAVEL ENTRANCE PROP. 25'x20' TRUCK WASH EXIST. WELL TO BE ABANDONED IN PLACE PER LOCAL AND STATE REQUIREMENTS x i X /\ 'C i� �< ANY BRICKS, TIN ROOFING, LUMBER PIECES, BUILDING I MATERIAL REMNANTS, FOUNDATIONS, AND SEPTIC FIELD COMPONENTS SHALL II\ BE REMOVED AND DISPOSED y < y OFF SITE. ;' \� < { x \/ vxx\/ \/ <� � >: x u Y x V� ■ EAL r; 061598 e ENGINEER'S STAMP Z* r V/ O 0 0 . O O N CO Lo 1 L0 O O U 3 : > O W Q m U w m ^ Q o Of z ° LLJ z n 2 LLI 0 ~ U of EAL r; 061598 e ENGINEER'S STAMP OPPORTUNITY 0 3 c 0 m z o° N O y D Z � F O U � 3 o= �y oW a� wgo ao o� U � �4 xW O N Z PROJECT 11098 DATE DRAWN OCT. 2014 DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 %2" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S = 10 ENGINEERING • PLANNING • FINANCE C 3 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416 03- LAYOUT.DWG Z* z O 0 N 1 0 U W Q m U w Q J LLJ < LLI 0 ~ U� O Q LLJ Z J LLJ 10 z J ° W t U) of � U _ - 1 _j w o z W -I J z O Z w Y M N w Of J ci U m U m 0 I U N O O IAN z z o Z o > w Of Of w OCL _ W U w z L 0 cU ch O W w W o O w N 0) — OPPORTUNITY 0 3 c 0 m z o° N O y D Z � F O U � 3 o= �y oW a� wgo ao o� U � �4 xW O N Z PROJECT 11098 DATE DRAWN OCT. 2014 DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 %2" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S = 10 ENGINEERING • PLANNING • FINANCE C 3 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416 03- LAYOUT.DWG Z* z 0 N W 0 W Q m U w OPPORTUNITY 0 3 c 0 m z o° N O y D Z � F O U � 3 o= �y oW a� wgo ao o� U � �4 xW O N Z PROJECT 11098 DATE DRAWN OCT. 2014 DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 %2" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S = 10 ENGINEERING • PLANNING • FINANCE C 3 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416 03- LAYOUT.DWG M O 1 u I- ui ui z ui ui U) 1 LLI z J z U Q ---- T- - - - -T- N87-59'1 4"E PROP. ORNAMENTAL FENCE S88 °04'45 "W 763.92' J 00 \\ X79 \ - - -- - - -- -- -- _------------- - -- - - -- -KELLY BOULEVARD DOUBLE 12' WIDE SWING GATE PROP. SECURITY FENCE Lu Lo W — W Lo Q 0 N U U W (V < -r z N �IW -2—I 0zCD Q of Q—I1- IL v W EXIST. TREE LINE � A 11 ANY BRICKS, TIN ROOFING, �� v LUMBER PIECES, BUILDING x� `� >�� <� u1, MATERIAL REMNANTS, >� ;> y�� FOUNDATIONS, AND SEPTIC ;�;�y >v�K , FIELD COMPONENTS SHALL �'� BE REMOVED AND DISPOSED ,x OFF SITE. 'wit; \ u �� x/ n X\ �' v I v \ /�\/�X PROP. VEHICLE PASSING /UNLOADING AREA - SEE SHEET C -108 FOR DIMENSIONS TYPICAL SOLAR PANEL ARRAY PROP. 12' GRAVEL', - MAINTENANCE DRIVE (LIGHT DUTY) SEE " DETAIL SHEET C -505 PROP. EQUIPMENT PAD (SEE OTHER PLANS - TYPICAL) � .Q �� s \s 0S S s ti - ROW - -- ROW - - -- -ROW- - - -- ROW - - - -- ROW - - - - - ROW - - - - - ROW - - - - - - - - -- ------------------ ----- ------------ ------------- - - - - -� --\ PROP. TREELINE—/ (TYPICAL) LINE BEARING DISTANCE L28 S30 °40'53 "E 37.99' L29 S27 °00'21 "E 65.91' L30 S27 °51'42 "E 10.73' L31 S21 °30'02 "W 11.04' L32 S50 °30'00 "W 18.41' L33 S08 °50'33 "W 15.21' L34 S,36'50'1 7"E 31.02' L35 S64 °23'31 "E 31.64' L36 S68 °47'03 "E 24.86' L37 S84 °1 1'44 "E 6.20' L38 S57 °48'47 "E 20.85' L39 S56 °04'46 "E 48.01' L40 S50 °47'33 "E 10.85' L41 S24 °07'42 "E 20.53' L42 S59 °43'28 "W 21.90' L43 S2,3'40'1 7"E 59.67' L44 N88 °14'16 "E 38.40' L45 S37 °45'39 "E 17.06' L46 S78 °16'58 "E 19.72' L47 N79 °33'02 "E 10.44' L48 S63 °39'38 "E 16.84' L49 S01 °03'10 "W 27.95' L50 S65 °56'32 "E 33.58' L51 S05 °03'02 "W 11.14' ROW ----- ROW - - - -- \\` E\ \ ROW - - - -- ROW - - -- -ROW -- ROW - -- ROW - -- \` - -ROW \�--- RON( - - - -- ROW - - - -- ROW - - - -- I \ II \ II � \` \SSMH \ ` ( I \ N \ O ` 0 \ r r \ C Cs� A `\ LIBBY C. BROWN & I u JJIVI \ `\ JOE DALE CARPENTER PIN N0. 3761 -09 -26 -1730 I \s\ DB 438 / PG 443 I N \ O \ s\ I ASS L37 \\ 40 0 20 40 80 120 \ \ �9 \ GRAPHIC SCALE I INCH = 40 FEET 0 \\ \\ C \ I ` 1 \ \s L44 �`S L4\ 1 \s\ \ MATCH LINE -SEE SHEET C -106 McGILL PROJECT NO. 12.01416 tl;mmw Mc Giff A S S O C I A T E S ENGINEERING • PLANNING • FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 ■ '.may So. l <I J (�\lI If (�l L <i I i L2 ''^ < r V/ o ° U) 0 Lo Lo Q rn o j U d. 0 U") moo Z z 2 � U IUD ,'o%l►ACello' E A L r; 0 098 *G 14SA ENGINEER'S STAMP Q z_ J O Q U w J � o o Z cn z J J p W Y LU � M Q N J ci U m U m 0 i 0 N O O m I N V) z O _ w - X46 I \ U 0-) I s APPLE INC. d `\ I SSMH PN NO. 3761 -09 -15 -6074 I \\ " 0 DB 3253 / PG 1985 TRACT B I `S L51 \ x I x x y I 20' SETBACK X I I x CHARLES PITTS COULTER, JR. I & NANCY GELLER COULTER x PIN NO. 3761 -10 -25 -5844 I DB 3072 / PG 696 I x I x MATCH LINE -SEE SHEET C -106 McGILL PROJECT NO. 12.01416 tl;mmw Mc Giff A S S O C I A T E S ENGINEERING • PLANNING • FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 ■ '.may So. l <I J (�\lI If (�l L <i I i L2 ''^ < r V/ o ° U) 0 Lo Lo Q rn o j U d. 0 U") moo Z z 2 � U IUD ,'o%l►ACello' E A L r; 0 098 *G 14SA ENGINEER'S STAMP Q z_ J O Q U w J � o o Z cn z J J p W Y LU � M Q N J ci U m U m 0 i 0 N O O m I N V) z O _ w z o w C) z 0 w 0 Lo r Ld w ()f z 0 w o oU) w Of w w 0 - Z* z 0 N W 0 w Q m U w OPPORTUNITY PROJECT Z Q J D 0 Q Lu li, 11098 s 0 3 c we �m o° N O y D Z O F W � 3 o= y a� it s ao �W U F� 3 �4 xW O N N r DATE DRAWN I OCT. 2014 DRAWN BY I RLC 0 /2„ IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET C -104 GRAPHIC SCALE 0 I INCH = 40 FEET Q` -J Q) v Q� Q E MATCH LINE -SEE SHEET C -103 O f; .w, Uo "'�7 / / Q) V Q Q� 'l� C-5 SOUTHEASTERN FREIGHT LINES INC. PIN NO. 3761- 09 -05- 1083/"- DB 2165 / PG 1726 PB 45 / PG 178 / fr i f .1 ti W 0 ryI EXIST. TREE LINE o PROP. TREELINE (TYPICAL) / PROP. SECURITY FENCE DOUBLE 12' WIDE SWING GATE MATCH LINE -SEE SHEET C -107 APPLE INC. PIN NO. 3761 -09 -15 -6074 DB 3253 / PG 1985 TRACT B PROP. 12' GRAVEL — MAINTENANCE DRIVE (HEAVY DUTY) SEE DETAIL SHEET C -505 TYPICAL SOLAR PANEL ARRAY PROP. VEHICLE PASSING /UNLOADING AREA —SEE SHEET C -108 FOR DIMENSIONS PROP. 12' GRAVEL — MAINTENANCE DRIVE (LIGHT DUTY) SEE DETAIL SHEET C -505 ROAD F PROP. EQUIPMENT PAD (SEE OTHER PLANS — TYPICAL) El toll re 72 za Cfl O U I--- ui ui U) z ui w U) LLI z J z U H Q McGILL PROJECT NO. 12.01416 j!1mcGill A S S O C I A T E S ENGINEERING • PLANNING • FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 ■ i (•I l <i I If (�l <i EAL r; 0 098 ' %'� �Q I N�al�' ��• ENGINEER'S STAMP Q z_ J 0 Q Q U w J � 0 0 z z J J 0 W Y LU � M Q N J ci U m U m 0 i C O O N z O _ W Elf z o w o z c� w D s � w o w D 0 3 U) z c 0 0- m z � O O N N O 0 W of F 00 Lo D } O C Q O) O °z v Q m U i o � (Q of y 0 � PROJECT 0 DATE DRAWN OCT. 2014 DRAWN BY RLC Z C) a o IUD a U C F� 3 � 4 EAL r; 0 098 ' %'� �Q I N�al�' ��• ENGINEER'S STAMP Q z_ J 0 Q Q U w J � 0 0 z z J J 0 W Y LU � M Q N J ci U m U m 0 i C O O N z O _ W Elf z o w o z c� w D w > w z (D w o o � w o w D U) z 0- Z Q O Q Lu D, J w O N r SHEET Cml 05 Z* z 0 N W D W Q m U OPPORTUNITY PROJECT 11098 DATE DRAWN OCT. 2014 DRAWN BY RLC 0 /2„ IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET Cml 05 ■ s MATCH LINE - SEE SHEET C -104 3 0 0 I X o O Lo � F co F } u o C c:> � of X U � � y . O ^ ow m Q Z ) X go Q ?� I a _ I 0 _ii a� 0 3 I �4 �W O N N_ 2 I X APPLE INC. PROP. TREELINE PN NO. 3761 -09 -15 -6074 TYPICAL •' •�• EXIST. TREE LINE ( ) I EAL DB 3253 / PG 1985 X = 041598 TRACT B I �1 I40 0 20 40 80 120 X ENGINEER'S STAMP 0 1 n O I GRAPHIC SCALE 1 INCH = 40 FEET O I x PROP. 12' GRAVEL 0-) X U MAINTENANCE DRIVE (LIGHT DUTY) SEE I 00, z x DETAIL SHEET C -505 I x J ui I x < ui �x 0 PROP. SECURITY FENCE I o � PROP. VEHICLE PASSING /UNLOADING 0 AREA SEE SHEET C-108 x FOR DIMENSIONS 1l— I x I X ui z w � W I x CHARLES PITTS COULTER, JR. J x & NANCY GELLER COULTER Li � 20 SETBACK PIN NO. 3761 -10 -25 -5844 Q = () DOUBLE 12' WIDE x DB 3072 / PG 696 w SWING GATE X z cn X z I JO ui x Yw I z TYPICAL SOLAR PANEL ARRAY X M -i I x m x m PROP. EQUIPMENT PAD X r; ti., (SEE OTHER PLANS - U TYPICAL) I X a N 0 0 X vi N X X I x EXIST. TREE LINE I X w I zzZ> X / O 0 Of w 0- w z a I" _ E O U 0 / LLJ w L0 w O I x Q O W 0 N O (n I I ' x , I X z 25' SEWER EASEMENT 0 D13 161 / PG 154 1 /� SSMH o PB 25 / PG 25 & PG 26 / I / LLJ Q m U OPPORTUNITY L52 /X / PROJECT 11098 DATE DRAWN OCT. 2014 DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 %2" MATCH LINE SEE SHEET C-108 IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S = 10 ENGINEERING • PLANNING • FINANCE C 6 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 12/5/2014 3:31 PM 1416 03- LAYOUT.DWG GRAPHIC SCALE LOS G c 80 120 I INCH = 40 FEET 0 I-- MATCH LINE -SEE SHEET C -105 SSMH Q \ \ \ s\ \ \ S\ / SAD D / / / / \ \ L120 �A 'c. s\ \ \ \\ S S H o \ \ \ A\ Al EXIST. TREE LINE P. SECURITY FENCE DOUBLE 12' WIDE SWING GATE, . PROP. TREELINE (TYPICAL) PROP. EQUIPMENT PAD (SEE OTHER PLANS - TYPICAL) X TYPICAL SOLAR PANEL ARRAY rf PROP. 12' GRAVEL - MAINTENANCE DRIVE ,(LIGHT DUTY) SEES DETAIL SHEET C -505 LL] a rm • MATCH LINE -SEE SHEET C -109 ROP. VEHICLE PASSING /UNLOADING AREA — SEE SHEET C -108 FOR DIMENSIONS APPLE INC. PN NO. 3761 -09 -15 -6074 DB 3253 / PG 1985 TRACT 13 EXIST. TREE LINE PROP. VEHICLE PASSING /UNLOADING AREA - SEE SHEET C -108 FOR DIMENSIONS 0 i U ui CIO w w c/o w z J z U Q McGILL PROJECT NO. 12.01416 Mc Gill A S S O C I A T E S ENGINEERING - PLANNING -FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 ■ i n Fo 0 I— <i 1 L2 ''u^^ r V/ 0'tt O /A 0 Lo Q 0) CD O O `� m Q n Z o Z: 2 IUD � U A I r; 0 098 w Q � I N�al�' ��• ENGINEER'S STAMP Q z J O o Q Q U w ~ J � O p z m Fz J J p W LU Y M Of N Q J ci U m U m I 0 N O O m I N z O _ w Elf z o CL E w o z c� w o w > w z (D w o o oU) � w o w D z rn — z Q D O Q J W D, J s 0 3 c O O N O y � Z O F O O W � 3 as oz y z� �o z a� n� �W o� 3 � 4 w O N H SHEET Cml 07 Z* z 0 N w D W Q m U OPPORTUNITY PROJECT 11098 DATE DRAWN OCT. 2014 DRAWN BY RLC 0 /2„ IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET Cml 07 0 i U w w U) z w w w z J z U H Q PROP. 12' GRAVEL— MAINTENANCE DRIVE EAVY DUN) SEE DETAIL SHEET C -505 • so\ �i? ,j Dch 13 APPLE INC. PN NO. 3761 -09 -15 -6074 D13 3253 / PG 1985 TRACT B PROP. 12' GRAVEL - MAINTENANCE DRIVE (LIGHT DUTY) SEE DETAIL SHEET C -505 MATCH LINE -SEE SHEET C -106 EXIST. TREE LINE PROP. VEHICLE PASSING /UNLOADING AREA — DIMENSIONS TYPICAL THROUGHOUT PROJECT TYPICAL SOLAR PANEL ARRAY PROP. 12' GRAVEL - MAINTENANCE DRIVE (LIGHT DUTY) PROP. EQUIPMENT PAD (SEE OTHER PLANS — TYPICAL) ROAD D • 20' 6O\ ff ♦j VO vi �n O) M / / A � I A / / / SSM H , o / PROP. SECURITY FENCE--,,,,. I II C) co j jl �Ix cV ��• DOUBLE 12' WIDE SWING GATE �h 25' SEWER EASEMENT DB 161 / PG 154 / PB 25 / PG 25 & PG 26 / / / / SSMH //' 0 i I I I I I I I I I I I I j I I I I I I � I � IN I j N I I (\ I I N I I I I I � MATCH LINE -SEE SHEET C -110 / / PROP. TREELINE (TYPICAL), SSM o / y ' y °Q) CID C ` / / CINDY CLONINGER FULCHER / PIN NO. 3671 -13 -24 -0248 / D13 2814/PG1471 I PB 60 / PG 91 I I� I I� I I I I I I I I I I i I I I I I : I I I 40 20 J I GRAPHIC SCALE I I I I I I I I I I 1 1 D 40 FEET McGILL PROJECT NO. 12.01416 Mc Giff A S S O C I A T E S ENGINEERING • PLANNING • FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 u F� L �1 _ w ~ J � O O z m J J O W 2 Y Lu � M Q N J c) U m U m 0 i N O O � I N z OCL _ W z o E U w o Z 0 w o L0 > w � z 0 w o o Of w Of 0 w D 0 N z fn w 0 w < m U OPPORTUNITY PROJECT Z Q O Q W lam, 11098 0 3 c 0 0 � V N O y VUj N � Z O F O O W � 3 as oz y a� a� of U � � 4 Yj W O N H DATE DRAWN I OCT. 2014 DRAWN BY RLC 0 /2„ IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET Cml 08 ' \ 1 / / / / / / / / / 4z- <z eti / �J N MATCH LINE -SEE SHEET C -107 \ \ \ EXIST. TREE LINE \ \ N \ \ \ W \ \ O \ \ oo PROP. 12 GRAVEL — 0 \ \\ MAINTENANCE DRIVE (LIGHT DUTY) SEE DETAIL SHEET C -505 \ \ \ 75' \ \ �cA, \ \ \ \\ N \ 9 \A� \ \ \\\ DOUBLE 12' WIDE \ \ SWING GATE \ N \\ SSMH Q) / \ \ \ ° \ Qom°\ � \Q Qc, C), / \ \N \ c \ \ M� p \ \ PROP. SECURITY FENCE Q) Q \ \ '<� /X / \N \\ 25' SEWER EASEMENT DB 161 / PG 154 \ \ \ \ \\ \ PB 25 / PG 25 & PG 26 � \ 1p \ APPLE INC. PIN NO. 3761 -09 -15 -6074 DB 3253 / PG 1985 TRACT B EXIST. TREE LINE PROP. TREELINE (TYPICAL) ------------ - - - - -_ ,`t \ \ / BUII�A O \ \ -------- - - - - -- J sS_____ \� s----- s----- S-- - - -S -- — s - - - -- \ \ \ S87 °1733 W i i i i i i S H ' -I� \ LONG CREEK//\ 40 0 20 40 80 120 GRAPHIC SCALE 1 INCH = 40 FEET \ \ 1 \ \ 1 0 U Lu U) w z ui Lu U) 1 w z J z U Q McGILL PROJECT NO. 12.01416 J!1 Mc Giff A S S O C I A T E S ENGINEERING • PLANNING • FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 ■ i �1 <I �1 <i 1 `\w'Millel /i EAL r; 0 098 ' %'� �Q I N�al�' ��• ENGINEER'S STAMP a z J 0 o a Q U w� J � 0 0 z m Fz J J 0 W Y LU Of M a N J c) U m U m 0 I < N O O m I N z Oo _ W z CL E w Z 2 w 0 L0 s :2 Of w Of ° W D 0 3 0 U) z c 0 m z � O O N N 0 0 O U) � zF G Lo } 0 O C a O) o =o a m U y 0 � 0 m o PROJECT _ z O DRAWN BY o a — o - _ In a �o a r � U F� 3 �4 `\w'Millel /i EAL r; 0 098 ' %'� �Q I N�al�' ��• ENGINEER'S STAMP a z J 0 o a Q U w� J � 0 0 z m Fz J J 0 W Y LU Of M a N J c) U m U m 0 I < N O O m I N z Oo _ W z CL E w Z 2 w 0 L0 > w Of z (D Fn Q 0 o :2 Of w Of ° W D 0 U) z Z Q 1..1. D O Q W D, �W O N r SHEET cmi 09 Z* z 0 N W 0 w a m U OPPORTUNITY PROJECT 11098 DATE DRAWN OCT. 2014 DRAWN BY RLC 0 /2„ IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET cmi 09 rn 0 U H ui ui 2 ui ui ui Z J U Q PROP. 12' GRAVEL — MAINTENANCE DRIVE (HEAVY DUTY) SEE DETAIL SHEET C -505 PROP. EQUIPMENT PAC (SEE OTHER PLANS — TYPICAL) L "C-4r / 5 ■ • PROP. VEHICLE PASSING /UNLOADING AREA — SEE SHEET C -108 FOR DIMENSIONS � TYPICAL SOLAR PANEL ARRAY PROP. SECUWY FENCE EXIST. TREE LINE MATCH LINE -SEE SHEET C -108 APPLE INC. PN NO. 3761 -09 -15 -6074 DB 3253 / PG 1985 TRACT B DOUBLE 12' WIDE PROP. TREELINE sp, SWING GATE (TYPICAL) 0 25' SEWER EASEMENT - DB 161 / PG 154 PB 25 / PG 25 & PG 26 SmT �1 .S _ ---------- - - -r .,�..� - \;�5 - - -- � � 275 __ 5 - - - - \\ 5 - - - -- SSM - -S -- S----- S----- S----- 5----- 5---- -5 - -87 °04'06 "W \" S83 °30'18 Vv 0 S / /s 3 / 5D 0 LolV e - I I I I Lo I � I - 00 Z I I o ! �\ \ �SQC�po I O I o m 1 UO _ I G Li �Q�r�m I moOm I �� P�'�'S�1�o� IQQG )I E O n F Q \ Qzo FL I �- )I D p CE TEI 1� I I I IN I I I I I I I I I � I I I I I I I � I I I I N I I I, I I I I i I i I I I I I i I I I I i i I I I I I i i i I I I I i i i APPLE INC. PN NO. 3761 -09 -15 -6074 DB 3253 /PG 1985 TRACT 2* 00 �nO J O CN O �t- N E N o N V) z I I I � I � I� I F f, J I I CINDY CLONINGER FULCHER PIN NO. 3671 -13 -24 -0248 DB 2814 / PG 1471 PB 60 / PG 91 0 McGILL PROJECT NO. 12.01416 Mc Gll iIs A S S O C I A T E S ENGINEERING • PLANNING • FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 ■ y �I ffl- iom If U _ W ~ J � o O z >- z J p J W 2 W Y Of M Q N J c) U m U m 0 N O O 0 I N c Z O _ W Z o CL w 0 Z c� w o L0 W z c� w o o w O w D U) rn - z 0 N w 0 w < m U OPPORTUNITY PROJECT z Q J D 0 Q J W lam, 11098 s 0 3 c 0 m o: O � N O y sz � F O � U W � 3 :g oz y z� a� o� U � � 4 YjW O N r DATE DRAWN I OCT. 2014 1 DRAWN BY I RLC 0 /2„ IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET cmi 10 E E �E E TEMP. STREAM CROSSING (TO BE REMOVED FOLLOWING PROJECT CONSTRUCTION) LINE BEARING DIST. L1 N15 °54'12 "W 13.92 L2 N1 0 °37'33 "E 23.23 L3 N51 °59'02 "W 13.21 L4 N64 °03'04 "W 20.33 L5 N46 °59'37 "W 18.04 L6 N22 °31'14 "W 15.24 L7 N33 °47'59" E 42.47 L8 N07 °46'07 "E 25.00 L9 N09 °05'26 "W 32.61 L10 N25 °40'13 "W 41.45 L11 N28 °31'11 "E 52.84 L12 N17'49'46 "E 44.77 PROP. SUBSTATION PA COORDINATES O N = 36889.1758 = 300.00' E = 24971.2665 © N = 36894.9249 = 13.74' E = 25071.1011 © N = 36795.0903 = 11 +22.97 E = 25076.8502 - z (UNIMPROVED) E E E E E E E E O E E (o E E E E E E E • - E PROP. UNDERGROUND MV ELECTRICAL LINE (SEE ELECTRICAL SPECIFICATIONS FOR DETAILS) O N = 36789.3412 E = 24977.0156 C7 = o N + + o O r ° 5 Z N 19'11'57" W 339.81' - -s - -- - - - -s -R b W O CLAREMONT NA CABLE SYSTEMS, LLC PIN NO. 3761 -05 -07 -5098 DB 2589 / PG 609 PROP. 48.7' x 13.5' GRAVEL PAD AROUND DELIVERY STRUCTURE (GRAVEL SURFACE PER DUKE ENERGY ACCESS ROAD DETAIL, SHEET C -501) PROP. TREELINE CLAREMONT NA CABLE SYSTEMS, LLC PROP. 20' TEMP. ACCESS I PROP. ELEC. (TYPICAL) PIN N0. 3761 -09 -07 -8069 ROAD TO BE REMOVED POLE (SEE DB 2589 / PG 609 ( ELEC. SPECS. I PB 43 / PG 54 MATTED AND GRASSED y FOLLOWING PROJECT FOR DETAILS)/ CONSTRUCTION I i I I TEMP. STREAM EXIST. 25' �E CROSSING (TO BE SEWER ESMT. E E EXIST. 30 I REMOVED FOLLOWING E E E E SEWER ESMT. PROJECT CONSTRUCTION) E E E E ' - E - - E � _ROW_ E E I � - PROP. ELEC. E E -R W- -- f ROW - / ROW- '--- ROW -- ROW 0 POLE (SEE PROP. OVERHEAD -I 4, ELEC. SPECS. FOR DETAILS ) MV ELECTRICAL LINE (SEE ELEC. SPECS.) I I : x 1g �1 / W PROP. SEWER LINE FOR DETAILS) 1 41/ / °o/ N j k REALIGNMENT I (NOT THIS CONTRACT) PROP. ELEC. POLE I / ZZ, PROP. 4 GATE (SEE ELEC. SPECS.) / PER DUKE ENERGY �e FOR DETAILS) 16 STANDARDS �1 o X17 1 PROP. 43.7' x 12.0' FENCE AROUND --- DELIVERY STRUCTURE PER DUKE ENERGY - -� - -- _ _ -o- STANDARDS _ - -- X4.6' - -s D- ___s- I _ s � 1 E - �E E o o - S + + S - - - o - 50' R. - _ _ 0 li - -- 2 R. g W- N 03'17'45" W ® N 11 °36 5 36' 6.70' 10'43 - �s - - -- s PROP. DELIVERY 13.2 �O cn STRUCTURE PER N I = DUKE ENERGY STANDARDS o I 95' STA. . N o I N = 366890890.066 69 (SEE ELECTRICAL I E = 24986.7409 SPECIFICATIONS I 0 FOR DETAILS) 1 N PROP. EARTH SUBSTATION PAD PER DUKE ENERGY STANDARDS __- DUKE ENERGY TO ADD STONE C BASE 01 100' CITY OF CL REMONT PROP. SUBSTATION PERIMETER FENCING PIN N0. 3761- -17 -5825 DB 940 / P 24 BY DUKE ENERGY so3 °��'45 "E N 16'34'30" W CURVE DATA O5 Q = 02'3727" R = 300.00' T = 6.87' L = 13.74' Ch = 13.74' Ch. Brg. = N 17 °55'14" W PC Sta. = 11+09.23 PT Sta. = 11 +22.97 CLAREMONT NA CABLE SYSTEMS, LLC PIN NO. 3761 -09 -07 -8069 DB 2589 / PG 609 PB 43 / PG 54 `° I``' a� �"� �• PROP. 18' WIDE GRAVEL off'' ACCESS DRIVE PER DUKE I 51113 ENERGY STANDARDS SEE DETAIL SHEET C -501 I s LESLIE CHARLES SIGMON PIN NO. 3761 -05 -18 -6458 7 I DB 2017 / PG 0017 I EXIST. 68, DUKE ENERGY I I TRANSMISSION LINE I ESMT I I _ EXIST. 68' I INTERCONNECT EASEMENT 31 1 I PROP. DOUBLE 16' WIDE SWING GATES BY DUKE ENERGY' PROP. TREELINE (TYPICAL) CURVE DATA O4 Q = 03'43'57" PROP. 18' WIDE GRAVEL 500.00' T = 16.29' ACCESS DRIVE - PER DUKE 32.57' Ch = 32.57' ENERGY STANDARDS \\ PC Sta. = 9 +16.72 SEE DETAIL SHEET C -501 9 +49.29 o 0 -- - / o O �. - �,- U - - - - e - - - -:� - - -- - - - ZA - O + �. `� -- - -N ' - Ir __s - - --- 12'50'33 W 216.78' O 212.29 N 21 36 --5 -- Lo PROP. TREELINE (TYPICAL) CURVE DATA O4 Q = 03'43'57" R = 500.00' T = 16.29' L = 32.57' Ch = 32.57' Ch. Brg. = N 14 °42'31" W PC Sta. = 9 +16.72 PT Sta. = 9 +49.29 _5. OXFORD STREET LESLIE CHARLES SIGMON PIN NO. 3761 -05 -18 -6458 DB 2017 / PG 0017 CURVE DATA 3O Q = 08 °45'45" R = 500.00' T = 38.31' L = 76.46' Ch = 76.39' Ch. Brg. = N 17 °1326" W PC Sta. = 6 +23.48 PT Sta. = 6 +99.95 CURVE DATA 1O Q = 04'35'25" R = 700.00' T = 28.06' L = 56.08' Ch = 56.07' Ch. Brg. = N 23 °54'00" W PC Sta. = 3 +56.25 PT Sta. = 4 +10.06 c/i RVE DATA 1O D = Q = 05'23'51" 05'23'51 " R = R = 500.00' 500.00' T = 23.57' L = 47.11' Ch = 47.08' Ch. Brg. = N 28 °54'22" W PC Sta. = 1 +45.30 PT Sta. = 1+92.41 -S ••/ z s� 70, CHARLES F. MURRAY 8c NANCY H. MURRAY PIN NO. 3761 -05 -19 -0276 DB 2281 / PG 1358 PB 14 / PG 1 0 � o ADDITIONAL CURVE DATA O EASEMENT TO BE Q = ACQUIRED BY 39 °30'02" DUKE ENERGY R = 150.00 CURVE DATA Q = 08 °18'51" R = 250.00' T = 18.17' L = 36.28' Ch = 36.24' Ch. Brg. = N 07'27'10" W PC Sta. = 17 +83.01 PT Sta. = 18.28.49 STA. 1 +00.00 - N = 38489.9576 E = 24384.4974 STA. 1+67.92- END 20' WIDE ROAD SECTION STA. 1+97.95 BEGIN 18' WIDE ROAD SECTION 0 °11' 43„ W 162.70, IREPLACE EXIST. GRAVEL II ACCESS WITHIN OXFORD ST. ROW (f21) WITH LIGHT DUTY GRAVEL SECTION (SEE DETAIL SHEET C -501) IN CONJUNCTION WITH ACCESS ROAD CONSTRUCTION v/ \ �O\� CHARLES F. MURRAY & ••�� NANCY H. MURRAY V�. PIN NO. 3761 -05 -19 -0276 DB 2281 / PG 1358 PB 14 / PG 1 a I Vr'r^^ J O CD - c0 CD Lo rn Lo Q o 0 Q o - U 0 i `� -- m o Ir z _ Lo � U EAL r; _ = 041595 - %'f G I Nc c ez, ENGINEER'S STAMP T = 53.86' L = 103.41' Ch = 103.38' Ch. Brg. = N 31021'37" W PRC Sta. = 15 +74.17 PT Sta. = 16 +77.59 CURVE DATA Q = 31 °54'41" Q� R = 200.00' T = 57.18' L = 111.39' Ch = 109.96' Ch. Brg. = N 35'09'18" W PC Sta. = 14 +62.78 L� PRC Sta. = 15 +74.17 0 Q w o� o } UJ co L� N M \ U \ o \ M < N O O \ M / 0 I N \� o 1 \ f/7 ; m \� z O (� b W \ O CL w z \ - W 0 " O \ > U in Li- V) w w w N 0 w O 0 O N 31 °36'17" W \ �\ 45.30 �o� \ a z J O Q U 2 f- 0 z z 0 2 w cif Q J U z Q O Q J w J 0 wW 0 0 0 w� N O y 00 sz o F Sg �o o� o� �o s a� a� z� az o� w 3 � 4 O W O N F \\ \\ \ 0 \ \\ N w w Q m U w OPPORTUNITY PROJECT 11098 40 0 20 40 80 120 DATE DRAWN OCT. 2014 GRAPHIC SCALE I INCH = 40 FEET DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING•PLANNING•FINANCE 1240 19th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -045) 9 I�_ I/ I cz; oof �l I � �.tt 11c Y SOUTHEASTERN FREIGHT •MJ co CQ I I / I / I I I I I I II II o I III I ICI II I�0 ICI I I f . . —1 I I I / I 1 \VI . Uwr, %L LIVLI \V I SUBSTATION SITE °��T o NOT TO SCALE SHEET oR STnI "- cf C -212 ■ FlAr VISA- plow Mgm m. 0 cn pp <i L2 ''<^ r V/ D 0 ° /A 0 Q O O O D U 0 `� O Z _ U of EAL r; 061598 %+�'•.F A_ ' %'� �Q I N�al�' ��• Li 15� -'1t� ENGINEER'S STAMP Q z J 0 Q U w J � 0 0 Z cn z J J 0 W 2 Y LU Of M Q N J ci U m U m I 0 N O O m I N z _ w Z o CL E w Z c� V) o w� >� w z c? w o b� w O w N Z ,� RO / Z E 0 II / N O s N I � 0 II W Q I 0 i O V Cj u L N L _-- 7--� I cz; oof �l I � �.tt 11c Y SOUTHEASTERN FREIGHT •MJ co CQ I I / I / I I I I I I II II o I III I ICI II I�0 ICI I I f . . —1 I I I / I 1 \VI . Uwr, %L LIVLI \V I SUBSTATION SITE °��T o NOT TO SCALE SHEET oR STnI "- cf C -212 ■ FlAr VISA- plow Mgm m. 0 cn pp <i L2 ''<^ r V/ D 0 ° /A 0 Q O O O D U 0 `� O Z _ U of EAL r; 061598 %+�'•.F A_ ' %'� �Q I N�al�' ��• Li 15� -'1t� ENGINEER'S STAMP Q z J 0 Q U w J � 0 0 Z cn z J J 0 W 2 Y LU Of M Q N J ci U m U m I 0 N O O m I N z _ w Z o CL E w Z c� V) o w� >� w z c? w o b� w O w N Z O (n 0 O — OPPORTUNITY PROJECT z Q Z 0 Q W Cn J J L.i.. W O 11098 s 0 3 c O O N O N � Z O F O O W � 3 as oz y z� �o z a� n� 0 3 � 4 w O N N H DATE DRAWN I OCT., 2014 1 DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2" iff 01 Mc G IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING • PLANNING • FINANCE C=201 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 9n9R !1A_(]DAr)IK1(] tl \A /(] Z* Z 0 N W 0 W Q m U w OPPORTUNITY PROJECT z Q Z 0 Q W Cn J J L.i.. W O 11098 s 0 3 c O O N O N � Z O F O O W � 3 as oz y z� �o z a� n� 0 3 � 4 w O N N H DATE DRAWN I OCT., 2014 1 DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2" iff 01 Mc G IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING • PLANNING • FINANCE C=201 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 9n9R !1A_(]DAr)IK1(] tl \A /(] LEGEND ■ RIP RAP (SEED TON BE SHEET C -501) EXISTING CONTOURS PROPOSED CONTOURS STORM STRUCTURE DRAINAGE PIPING PIPING w/ CONC. ANCHORS (SEE DETAIL SHEET C -504) PROPOSED TYPE I DITCH /ROAD DITCH (SEE DETAIL SHEET C -501) PROPOSED SWALE BETWEEN ARRAYS (SEE DETAIL SHEET C -501) PROPOSED TOP OF FILL DIVERSION (SEE DETAIL SHEET C -501) NOTE ALL RCP STORM DRAINAGE PIPES ARE CLASS III UNLESS NOTED OTHERWISE. / I/ II i II I \ \ I x� \ x: / �Q.) \ �O\ x \ �J / / I- x. / r 0 Z / x x I�I Flagpole Sign / x x x x x /9A-&� I � \ !X/ I I II� II I III LP IOE✓- - TEMP. STREAM CROSSING SEE DETAIL SHEET C -507 1 10 \ \ \ 1 1 1 11 \ \ \\ N W 4' " . \ I 1 1111 1 PROVIDE 3' MIN. VERT. \ lI \ CLEARANCE BETWEEN \ \ \ ` II \' \ I STREAM CHANNEL BED W \ \\ AND ELECTRICAL W \ \ \ CONDUIT vv o \ \ \ v vv v �f \ W W V\ \ \\ \ Lu \Y � 3 \\I \I Iilllllili ilia � I 1 J I I II I I I 1 11 1 I 1 \ \ \\ w W \ \ \\ I I I I Y I \ \ \ \\ \ \\ \ \ \\ \ \ \ \ \ I II i ,, lip, 1 li l;r "• t I I \� \\ \ \ \\ \ � \ `� \ \ I I III I I \ \\ \ \ \ \ \ \ \ \\ \ \\ J I I I I I I I II \ \\ \\\ \ \ 0 3 \ \ \ \ \ I I I' lll�l \ N W W I I \ \ \ I I I I I I I II I I '` ` \\ \\ \ \ \\ \\ \ \\ \ \\ I I \ \ \` \\ \\ \ PROP. UNDERGROUND } I i I I ! III I `�! I �• ` ` �\ \` `� \\ `. I A MV ELECTRICAL LINE \ \ ;vI`11 i 1 I I li +�� \� >' I o W W I I \ _ (SEE ELECTRICAL \ \ \ \\ \ l I 1 I I �' SSMH I \ I SPECIFICATIONS FOR DETAILS) \ \ \VI I \ \ v v \v I \ INSTALL PERM. TY. 3 \ \ \ \ 1 \ I ( \ \RIP RAP DITCH IN \ \ \ I \ I \ \ CONJUNCTION w/ SED- \ \ W W I \ \ \ » ' 1 BASIN REMOVAL \ I \ I 1 PROP. 15 RCP \ SEE DETAIL SHEET C -501 I w/ 1 CON C. COLLAR \ - \ \ • \ \ I \ PROP. Y.I. ##58 I 38 L.F. 0 20.53 0 THROAT 913.00 \ INV. IN 908.00 w I \ INV. OUT 907.80 I o I 15b PROP. 15 FES \ \ \ ,^ I i \ INV. OUT 900.00 �� W W��ti� o o r1. 1 \ \ VA \� \ V �•\. AA A V V A i :,1A \ \ < \ DISS. #14 CLASS 1 I L =10.0 W =14.0 ENTRANCE SPOT ELEVATIONS z c� w 1 920.75 918.95 918.55 4 917.70 917.40 6 915.70 j• w�w�� wAwAw •wAw Iw�w� wQ II `• .t• `mow • w "O�wAw wAwr►w N�w •w• ■I I' vAw w�wAw wA�AvA,■r wAwA� Aw• ` �QwAw wAwAw �• w/ wA�' wAwAwA•! • • •� c AwAvA wAwAw wr;��w wAwA �w Aw n � • • • • %� �� i I III ■ • �. �� AwA wA A �•Aw� vAw�w wA�eAvAw Aw , ► � � ■ i .i � Qw O Aw�w�,w �►'AwA•. � w��w�lw� Aw• � ' � � ■ � � � � � � Aw' •�i •wAwA'� wAw'A'■' w�w�wAw •'�• w ►A w.i•Ai wAw�w�1w rwf%.�Ci�•Aw ® •w• ■I 20 40 80 120 1 INCH = 40 FEET ; TEMPORARY BENCH MARK TBM 1 ! I I CONTROL POINT NAIL SET ELEV. 920.87 �- PROP. 15" RCP J \ I \I \ it�i' I I I \ \ \\ % `� / � I I � • 1 84 L. F. ® 5.060 McGILL PROJECT NO 12 01416 ROW — — — — ROW — — — OW t FFi W w i I M ` \ \ ROW— --ROW -- ROW - - - -- ROW - -- •___— -- I h - �--- T - - - - -, � - - -- � © < PROP. 15" FES_ -W - -- -W -- - -INV. OUT 912.75 �� W - - - -- W---- -W - - -- W� W - -- —W -- r— — - -G -- — —G - -- T —G— — 1O __DISS. #13 CLASS 1- - - --3. ---- - - - - -- 'PROP. 15" FES--- - -- -------------------- � _ L =7.5 W =14.0 —� -- ------ 1----------------------- - - - - -- INV. IN 917.00 --- - - - - -- -- - - - -- a�ic i�n�n o.or onn \-Q ()_U T V V�AT:) n --------- ---------------------- VT L y -Iry lam ThL A S S O C I A T E S ENGINEERING • PLANNING • FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 ■ rl Q 0) c) > O � U d. 0 m I z IUD U EAL 061595 .:C 'I - % e, 4P, e v *GIN wo \`\. 1 u I ENGINEER'S STAMP Q z_ J O Q U >_ w� J � O z m Fz J J 0 2 ww Y � M Q N J co U m U m 0 i 04 O O � I N U) z O W z o CL w o z c� w LLI ,1, LL_ z W o o w Ow w D i vi z 0 N w w Q m U 0✓ OPPORTUNITY PROJECT Z I..L C� Z 0 Q w 11098 0 3 c �0 m o° N O y D Z � F O U � 3 oz y a� �s a� o� U � �4 xW O N DATE DRAWN OCT., 2014 DRAWN BY I RLC 0 /2„ IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET C -202 � s 0 3 c we � m z � O LEGEND °} _ u o I o o °o RIP RAP (SEED TON BAIL EET^ C -501) - - - - - - _ EXISTING CONTOURS PROPOSED CONTOURS STORM STRUCTURE I / O 00 of I x 1 LO Q O) CD o� °z v oz I\ U y I I / . O m o =� X � Z O �o it x U w 3 � \ ILDI I I ~ DRAINAGE PIPING I I I I _ _ -I xI o _ PIPING w/ CONC. ANCHORS I III / + \ PROP. 15" FES (SEE DETAIL SHEET C -504) I I \ I � /� � » INV. OUT 927.40► PROPOSED TYPE I DITCH /ROAD DITCH I I III I PROP. 15 RCP DISS. 19 CLASS B\ `\��A�e�ii - (SEE DETAIL SHEET C -501) I i I // + \ i �--- 110 L.F. 2.09°Jo #, , �\ _ PROPOSED SWALE BETWEEN ARRAYS I I I I , / \ Flagpole �� L -7.5 W =11 „25 = / ' �+ (SEE DETAIL SHEET C -501) I I / / + / LP / �� THICK 18 - E A L \ C ° - 061598 PROPOSED TOP OF FILL DIVERSION _ - .� I n I ■■ "� ■ ■ ■ ■ ■■ i / / g (SEE DETAIL SHEET C -501) x X x x "� `TEL I ��•.•F� �. J I n \ \ rri WM ti \ \\ NOTE ALL RCP STORM DRAINAGE PIPES ARE -J / PROP. 15 FES �, PE Q- u��-�'�`� CLASS III UNLESS NOTED OTHERWISE. - - EXIST. 48" CM / I �' INV. IN 929.70... Ow - FH W ^�� 0 2.2% , - ROW ---� -- ROW- DISS. 18 CLASS B I - - -- - --- T - - - - -T a R01�A� - - -�j ROW - - - -- # - - -- �, - -- �• - - - -- I ENGINEER'S STAMP - ROW - - -- -- ROW - - -.-- ROW - -/ -ROW- w �` � � � \ __ -- L =7.5 W =11.25 -w- _ - , - wc - ROW - - - -- ROW - - -- `� i TEL -w \� -w -- s- -w -- -W -- » GZI _ - ---- ROW - - -- - - =18 -- - -- -- -per - ROW - - - -- ROW - - -- -ROW- -ROW- � - - - - -W- -- II W �L - ----- G------ G-- - - -v -- 3 i - ROW - -__ - - -W -- --• -- ROW - -_- - - - _ ------ - - - - -- �nc W - - - -- \ - i G -- � _ O p{WV WV W----- W----- W - - - -- ^----- G-- - - >8 -- -••rti - - - -- I ----- W- - - - -W- W �w ---- G---- -G - - -- -PROP. Y.I. #1 _ - -= - -------- - - -- KELLY BOULEVARD ---------------------------- - - - - -- -- - -- - - - - - -- W o 3 ___________ THROAT 927.00 - -- -- - - - - -- -' - � N � ------------- - - - - -- -- INV. IN 922.25 --------------------------- ------ - - - - -- INV. OUT 921.75- - ' ' LP TEL PED (INSTALL OVER END 3 - \ \ _ OF EXIST. CMP P - ROW - -- ROW - - -ROW - - -- ROW - CR - - - - - - - - - -- ROW - ROW - - -- -ROW- -RO� ROW - LP J \ UJ ____ROW -_-ROW- S i g n O PROP. 48 LItomIA ® Q n L.L Z CLASS IV PIPE 71 L. F. ® 3.66% - PROP. SECURITY FENCE - \ \ � Cn _. ---��- �y R ROAD, B LLJ �n o z V �� o W _ I PROP. J.B. #2 `� PROP. Y.I. #16 \ w LJ Q o TOP 927.85 \ \ THROAT 929.50 \ I� a = (j) x INV. IN 919.15 \ INV. OUT 926.00 w l \ i J� 1 • \(� / � INV. OUT 918.95 o v \ PROP. 15" RCP \ 0 m F X ✓ / / \ \ \ 67 L.F. 0 1.19% \ J o ui w 2 I Q PROP. 48" RCP ) `� / \ \ / PROP. 12 DRAIN \ M Of N Q 173 L.F. ® 3.61 % I \ �� PROP. J.B. #17 / PIPE FROM TRUCK z M TOP � / I � �~ � \ I INV. IN 925 50012" WASH RACK m I \ - \ \ \ I INV. IN 925.20 (15 ") I r \� \ -INV. OUT 925.00 PROP. Y.I. #3 \\ ° # \ -N i THROAT 925.00 INSTALL PERM BERM ACROSS -.-� , INV. IN � r` �� DIVERSION SWALE w/ TOP V �' INV. OUT 9912.20 \ �� \�- ...�i� \ \ \ \ o 0) 0 0 -ELEV. EQUAL TO _TOP OF Y.I. \ �i \ %\� \ CP \\ - L < < LLI _ - I z z z w 927.0 \ ti PROP. 15" RCP / '� n a • PROP. 48 RCP \ ti,J�J / w z � � \ 307 L.F. C� 2.61 % / `� E o 0 � 153 L.F.02.09% �\ / >N0w° / a \ L,J w L0 p w \ \ �� IL -o \ ` \PROP. Y.I. #57 c TOP 916.50 \ INV. OUT 913.00 PROP. 18" RCP 40 o zo 40 so lao I 33 L.F. ®1.51 % --� GRAPHIC SCALE I INCH = 40 FEET 1820PF.40 1R 5% PROP. Y.I. #4 I - THROAT 925.00 \ INV. IN 912.50 (18) \ INV. IN 909.00 (48 ") / INV. OUT 908.50 i \ PROP. Y.I. #18 THROAT 920.70 • 927.0 \ INV. IN 917.00 INV. OUT 916.80 -,: \ INSTALL PERM BERM ACROSS DIVERSION SWALE w/ TOP_7,___� ELEV. EQUAL TO TOP OF Y.I. MATCH LINE -SEE SHEET C -205 9+5- z 9� ti w 0 w Q m U OPPORTUNITY PROJECT 11098 PROP. 15" RCP 308 L.F. CAD 3.41 % DATE DRAWN OCT., 2014 DRAWN BY RLC McGILL PROJECT N0. 12.01416 0 %2° • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING • PLANNING ° FINANCE C=203 LEGEND RIP RAP \ \ \ \ \ \ \ ♦\ \ \ \\ I \ \L� \�\ \ ♦ _ (n DIVERSION BERM � � I \ \ \ \ (SEE DETAIL SHEET C -501) s Q } o \\ \ \ \ ♦ \ \. \ \ \ \ \ \ \ EXISTING CONTOURS Q o PROPOSED CONTOURS o 0 \ \ \ \ \ _� \ \ •\ \\ . \ \ \ �\ \s\ �. \ \ = o STORM STRUCTURE DRAINAGE PIPING \ 1 \ PIPING w/ CONC. ANCHORS • \ � \ �• l (SEE DETAIL SHEET C -504) \ \ PROPOSED TYPE IDITCH /ROAD DITCH I \ � l/ I \ -- . — - -- \ 1 - -- --�- -�� --\-- - -� �\ \ o � �. J,`' • I (SEE DETAIL SHEET C -501) PROPOSED SWALE BETWEEN ARRAYS 'S' j �1 L L (SEE DETAIL SHEET C -501) TBM y PROPOSED TOP OF FILL DIVERSION , (SEE DETAIL SHEET C -501) / \ ♦ / \ �\ .'ri.�- eli•�z° -• - - - - ROW OW -- -- ROW - - -- —ROW— — ROW -- ROW - -— _ NOTE ALL RCP STORM DRAINAGE PIPES ARE l A\ CLASS III UNLESS NOTED OTHERWISE. - - - -T— \ \ �— �— - - - - - -- \ \ \ ------------------- Y BOULEVARD---- - - - - -- KELL-------- - - - - -- M - - - - -�- t _ ` _ - - -7— / � \\ —ROW -- —RO T - - / / /vwvv w�, �Www ✓V ✓vim ✓w<�wwv`rv�� `. v�l \��\ i i ` \\YARD s \\INLET _ — — — — ROW — — — —ROW — — — —ROW — — — — —ROW — — — —ROW- - — — —ROW — — —ROW — O/ ✓//Y \ 1 _ i — — — — R9W —� — — — R0% — — —ROW C%q \ \ \ \ r 1 � _-- - �••r�e►W �ifrtM• � c - -• �-- y„�►■ � • �I t. \` \\ I - "� • TEMPORARY BENCH MARK (TBM) o CONTROL POINT NAIL SET ELEV. 920.87 \ \ \ \ — _ I\ ' ' \ ', ', \ \\ ` \`\ \III ��♦ r� SSMH LLI LLJ L,I\ I 0 I II rx ssm RoAQ B 0 Ld LLI \ PROP. SECURITY FENCE \ \ \ \ 1 1 \ 1 I O s\ ��F� LLI � \\ \s • m 0 `s \ \ \ \ z1 \ —. \ \ \ I U \ ►(� I I I I \ \ - \ \ I I[LI �I �\ (n w ✓\\ � -- � \ \ � � � � \ Q \ I p IoI I 1I � 7 I \ \ Z > � PROP. Y.I. #32 \ \ I I ; I I N� \ \�O \`— \\ z o z b w �� `� \ THROAT 915.00 \ \ \ I I I I I I ,\ \ \ \ J� I i \ O �_ w Z a \ INV. OUT 910.50 \ - ° " I �I �; I �o I - o SSMH W w o w I I INSTALL PERM BERM ACROSS 1 (( I �� ` �� A '��O I ° '� D I I DIVERSION SWALE w/ TOP \ I r� �i�, I I � `� ELEV. EQUAL TO TOP OF Y.I. \ \ \ \ ` ` `� `� ` ` \ �•F `\ PROP. 15 RCP \ 152 L.F. @ 2.04 E A L 061598 .:o- 1 u I�WO ENGINEER'S STAMP Q Z J O Q U > _ w J � o o Z J J 0 W Y LU � M Q N J co U z z D Q CD W m 0 3 c we � m z O � N O y D Z � F o� U � 3 =a o= �y z� a� o� U � � 4 YjW O N PROP. Y.I. #33 1 _ `� \ \ \ \"' '\ \ `� � � �� \ I THROAT 911.90 INSTALL PERM BERM ACROSS \\ — \ \\ ��\ �\ \ ` ` \ INSTALL PERM. TY. 3 N z / INV. IN 907.40 DIVERSION SWALE w/ TOP I I 8�\ \ RIP RAP DITCH IN I x W / INV. OUT 906.90 I ELEV. EQUAL TO TOP OF Y.I. CONJUNCTION w/ SED o BASIN REMOVAL I SEE DETAIL SHEET C -501 X � Q m U � -�`N \ \\ \I \ \ `• \ \ I OPPORTUNITY 3 PROP. 18 RCPT V A I I \ \ I 40 0 20 40 80 120 PROJECT 11098 �� I I \ PROP. 24" FES \ �. v 139 L. F. @ 3.31 % \ I A � � � I \ INV. OUT 867.00 \ x DISS. #6 CLASS 1 GRAPHIC SCALE I INCH = 40 FEET DATE DRAWN OCT., 2014 / I L =12.0' W= 16.5' I �. THICK =24 -- I 11 x DRAWN BY RLC MATCH LINE -SEE SHEET C -206 McGILL PROJECT NO. 12.01416 0 %2" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING • PLANNING • FINANCE C=20 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416 04- GRADING.DWG MATCH LINE -SEE SHEET C -203 � s 0 3 c 0 m O O" O I \ / I I I 1 � � 0� PROP. 48" RCP >� w ° 182 L.F. CAD 1.95% �do cn 00 t Lo PROP. 18 RCP Z / Q °' ° 10 L.F. @ 4.50% �,� � LEGEND _AA <0- 0 a RIP RAP —� I � _ U 1= I - W .... DIVERSION BERM PROP. Y.I. 5 / �� / v TOP 919.00 #6 ' PROP. J. B.- (SEE DETAIL SHEET C -501) # THROAT 911.00 INV. IN 907.05 (18 ") EXISTING CONTOURS '� _ — — — — - / INV. OUT 907.50 f \ INV. IN 904.95 (48 99) _ — — ,� / � INV. OUT 904.45 � � � \ PROPOSED CONTOURS (FILL SURROUNDING J PROP. 15 RCP r AREA TO DRAIN INTO' STORM STRUCTURE '`YARD INLET) / / \ 308 L.F. CAD 3.41% DRAINAGE PIPING PROP. 48 RCP 04159 / �'G'•.F* l ?. PIPING w/ CONC. ANCHORS 244 L.F. 0 1.95% @.,.'o, (SEE DETAIL SHEET C-504) / � f�'�`^ \ � ��'! •.•QINrG. � - M PROPOSED TYPE IDITCH /ROAD DITCH PROP. SECURITY FENCE �'l''u -�'�`� (SEE DETAIL SHEET C-501) / _ MAINE PROPOSED SWALE BETWEEN ARRAYS (SEE DETAIL SHEET C -501) a \\� / / \ — — ENGINEER'S STAMP M E N E E NJI. AM PROPOSED TOP OF FILL DIVERSION k / (SEE DETAIL SHEET C -501) O. I NOTE : ALL RCP STORM DRAINAGE PIPES ARE V / / — ' I PROP. Y.I. #19 Q O CLASS III UNLESS NOTED OTHERWISE. = / / / — I I I THROAT 909.80 0 0 20 GRAPHIC SCALE INV. IN 906.30 0 — — N �!e PROP. Y.I. #7 \ \� INV. OUT 980- Q THROAT 906.00 I INSTALL PERM BERM ACROSS U z Q / INV. IN 899.70 I DIVERSION SWALE w/ TOP Q INV. OUT 899.20 \ ELEV. EQUAL TO TOP OF Y.I. J / \ PROP. 18" RCP LLI 152 L.F. ® 2.76% C-5 / / ' I ui 0 z w Z Lu Ld 10� W PROP. Y.I. #20 \ � � w \ THROAT 905.10 � 0 ° ,INV. IN 901.60 I o z INV. OUT OUT 901.10 o Og� J ui Y w INSTALL PERM BERM ACROSS M DIVERSION SWALE w/ TOPS M / / I ELEV. EQUAL TO TOP OF Y.I. PROP. 48" RCP I � �� m 393 L.F. ® 1.02% PROP. 24" RCP o so 120 �,' + / / I 152 L.F. @ 3.55% _ w a 'n o 0 1 INCH= 40 FEET � I I r cV / — %% PROP. Y.I. #21 — �r� -�i' / / \ / THROAT 899.70 — w INV. IN 895.70 5; � z z Ld INV. OUT 895.50 p O 2 � a _ F- V) INSTALL PERM BERM ACROSS \ V) o o PROP. J B. #8 �� ,- -� DIVERSION SWALE w/ TOP \ w w Lo o w J \� ELEV. EQUAL TO TOP OF Y.I. o r- v / TOP 904.00 1 o U) CID / INV. IN 895.20 PROP. 24" RCP r -,INV. OUT 895.00 1 \ PROP. Y.I. #22 / / ( / /115 L.F. ® 4.00% THROAT 895.00 D INV. OUT 8890 70 o PROP. 15 RCP_ — ,� 34 L.F. ® 8.09% " 'All / / , i / — PROP. 24 RCPT z / / 16 L.F. @ 1.25% N Ld (� �� /; / — — \ ROAD F _ _ w Q m OPPORTUNITY PROP. 15" FES PROP. 30" RCP INV. IN 894.00 189 L.F. ® 3.60% PROJECT 11098 DISS. #23 CLASS 6 PROP. J.B. #23 TOP 896.30 \ „ DATE DRAWN OCT., 2014 THICK =12" INV. IN 891.25 (15) PROP. 48 RCP / INV. IN 890.50 (24") 246 L.F. @ 2.10% \ INV. OUT 890.00 \ DRAWN BY RLC MATCH LINE -SEE SHEET C -207 McGILL PROJECT NO. 12.01416 0 %2" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S =20 ENGINEERING • PLANNING • FINANCE C 5 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416 04- GRADING.DWG MATCH LINE SEE SHEET C-201 � s 0 3 c 0 m O O" O LEGEND o c:) F / / Q � o W / ,PROP. 18" RCP / \ PROP. 24" RCP RIP RAP oy --"139 L.F. ® 3.31% �� w/ CONC. COLLAR \ I m o o 98 L.F. ® 18.62% Of z mmmm (SE DIVERSION D BERM SHEET g o 902 .5 I I \ I EXISTING CONTOURS U / I PROP. Y.I. #34 \ 12 I s \ I PROPOSED CONTOURS oti THROAT 906.80 z I U'W) 0 N -- i U w w W W ui Z J 2 U Q cs 75 i INV. IN 902.30 PROP. 24" RCP I /PROP. Y.I. #35 11 igi \ \ i \ ■ STORM STRUCTURE INV. OUT 901.80 312 L.F. 0 2.50% � THROAT 900.00 IN 894.00 - 24" CL I DRAINAGE PIPING � /INV. INV. IN 886.00 - 15" 10 I �<<�►��,,� / INSTALL PERM BERM ACROSS IV) I I PIPING w CONC. ANCHORS ��' A i� / DIVERSION SWALE w/ TOP INV. OUT 885 25 I. I / I I (SEE DETAIL SHEET C -504) � � i / ELEV. EQUAL TO TOP OF Y.I. / I 101 \ 1 PROPOSED TYPE IDITCH /ROAD DITCH •' • �. '; E PROP. 15" RCP I I \ I - (SEE DETAIL SHEET C -501) _ r; � II 1 � - 0.615699 5 146 L.F. ®1.03% I I I j I I PROPOSED SWALE BETWEEN ARRAYS,., F @,•: o 1 ! \ (SEE DETAIL SHEET C -501) �� •.!YQINfp�� PROPOSED TOP OF FILL DIVERSION i 0. - - / \ I I I ■ ■ ■ ■ ■ (SEE DETAIL SHEET C -501) u,�� ENGINEER'S STAMP / 895.3 NOTE ALL RCP STORM DRAINAGE PIPES ARE goo I CLASS III UNLESS NOTED OTHERWISE. PROP. Y.I. #36"" INSTALL PERM BERM ACROSS THROAT 896.00 PROP. Y.I. #37 DIVERSION SWALE w TOP �• / THROAT 892.80 I / PROP. Y.I. #39 INV. IN 888.00 � ELEV. EQUAL TO TOP OF Y.I. THROAT 900.95 \ INV. OUT 887.50 �, INV. OUT 888.80 x INV. OUT 896.45 \ \ \ I I I 1 z / PROP. 15 RCP \ I INSTALL PERM. TY. 3 / Q / ✓ INSTALL PERM BERM ACROSS 82 L.F. CAD 0.98% \ I x\ RIP RAP DITCH IN I J � DIVERSION SWALE w/ TOP I 1 / \ I CONJUNCTION w/ SED / ELEV. EQUAL TO TOP OF Y.I. 1 / \ BASIN REMOVAL 1 SEE DETAIL SHEET C -501 / L I 1 / z R PROP. SECURITY FENCE I - - PROP. 15" RCP / PROP. 18 RCP x 1 / 0 152 L.F. 0 3.26% / / / 152 L.F. 0 0.77% / / / y 0 Q I x / z PROP. 18 FES �� / o PROP. Y.I. #40 / PROP. Y.I. #38 \ INV. OUT 878.00 of u - THROAT 895.50 / I I / THROAT 887.90 DISS. #8 CLASS 1 X •/ / > ' INV. IN 878.60 L =9.0' W =13.5' ) - _j INV. IN 891.50 / D o / INV. OUT 891.00 �� / / INV. OUT 878.40 THICK =18" I I / m z / INSTALL PERM BERM ACROSS / DIVERSION SWALE w/ TOP ELEV. EQUAL TO TOP OF Y.I. - / -PROP. 18" RCP �,. / 152 L.F. 0 3.09 %%J / \ 1 41 / J 40 0 20 40 80 120 J � _ _ - - INSTALL PERM BERM ACROSS DIVERSION SWALE w/ TOP J I N Q / ELEV. EQUAL TO TOP OF Y.I. J" GRAPHIC SCALE 1 INCH = FEET / M C) x • / /PROP. 15" RCP x U / - 144 L. F. ® 1.04% ,� / / o LQ INSTALL PERM BERM ACROSS DIVERSION SWALE w/ TOP / ELEV. EQUAL TO TOP OF Y.I. , PROP. Y.I. #56 / I z1Z / , THROAT 884.10 / V / PROP. Y.I. #41 / �' INV. OUT 880.10 I cn w / I z Z w � f / THROAT 890.30 �� I I z o 2 of w / INV. IN 886.30 / ' I / V) a INV. OUT 885.80 ��' / i •/ / N e '/ / W w w / INSTALL PERM BERM ACROSS / - I I I / x / ° r ° D / DIVERSION SWALE w TOPS / / I I / '/ / 0 N / / o Un ELEV. EQUAL TO TOP OF Y.I. •� % °' / PROP. Y.I. #50 I I I / � 5 / THROAT 880.50 I I PROP. 24" RCP / / INV. OUT 876.50 I I I , I / /� PROP. Y.I. #51 I �, I I Iv�l � 158 L.F. 0 2.66% THROAT 881.50 � I / / PROP. 15" RCP Z i' INV. IN 875.90 ml / 00 INV. OUT 875.40 85 L.F. i I wI , o S SM H - W I -� I / i'/ � I (n \x ��/ i' �' ♦' w a m v INSTALL PERM BERM ACROSS /� /l r-� / �I �� / PROP. Y.I. #42 DIVERSION SWALE w/ TOP - -� /�� • � i' � �/ \' OPPORTUNITY / THROAT 885.90 ELEV. EQUAL TO TOP OF Y.I. �_ _ _ _ _ _ � INV. IN 881.60 - �' i INV. OUT 881.40 / / I I --- - - - - -- iy �i'I / / / ♦ PROJECT 11098 PROP. 15 RCP I � � /� ,, \ ♦ 142 L. F. 0 1.20% / ,lb I � � /" Cj ♦ DATE DRAWN OCT., 2014 / PROP. 30" RCP / /152 L.F. 0 2.76% � � J � l � ,/ / � / x ri/ I DRAWN BY RLC \ .�• McGILL PROJECT NO. 12.01416 0 %2" MATCH LINE SEE SHEET C-208 ' IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING - PLANNING - FINANCE C=206 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416 04- GRADING.DWG MATCH LINE - SEE SHEET C -205 LEGEND RIP RAP / .... DIVERSION BERM / �� PROP. 48 RCP (SEE DETAIL SHEET C -501) / i f/' /// / ; / 246 L.F. @ 2.10% / J EXISTING CONTOURS 9 B J. . PROPOSED CONTOURS i� / / '' PROP. # / '' c TOP 896.95 STORM STRUCTURE INV. IN 889.85 � ; � � � \ / ��' �// INV. OUT 889.65 DRAINAGE PIPING 1 V PIPING w/ (SEE DETAIL SHEET C -504) \ \J I \ - PROPOSED TYPE I DITCH /ROAD DITCH (SEE DETAIL SHEET C -501) _ PROPOSED SWALE BETWEEN ARRAYS (SEE DETAIL SHEET C -501) \ / PROPOSED TOP OF FILL DIVERSION ` �� (SEE DETAIL SHEET C -501) \` \� �O �A, �• NOTE ALL RCP STORM DRAINAGE PIPES ARE \ =<vQ�� O h _ / / I ► I I CLASS III UNLESS NOTED OTHERWISE. �Q-� J� ' O Q� A. Q O ,` PROP. 48" RCP / I w 396 L.F. ® 2.77% 1:�' z4v c) 4:�F PROP. SECURITY FENCE —� PROP. Y.I. ##11 / \ / / LLJ THROAT 885.20 / \ INV. OUT 881.20 l \ ,,, \ UJ o z 40 0 20 40 80 120 `. INSTALL PERM BERM ACROSS \ 0 \ DIVERSION SWALE w/ TOP / Q ELEV. EQUAL TO TOP OF Y.I. GRAPHIC SCALE I INCH = 40 FEET `\ \ \ 'J u / / j� � / \\ ♦\ \ ` \ • / / PROP. J.B. #10 UJ Q jPROP. 15 RCP INV. IN 878.70 TOP 886.20 z / 152 L.F. 2.17% w o LU � . o Q ♦ Lu > Of u w \ o Do ♦ I o z 0 / J Z W ` \ s\ ' I \' '/ ''�/ PROP. Y.I. #12 -�-' M LLJ Of �, A \ /, g \ �\ ✓ PROP. 48 RCP / _ I / /// THROAT 881.90 / z co U \\ / % 67 L.F. CAD 5.82% INV. IN 877.90 / — � — — / III— \ / m % \ INV. OUT 877.40 J 0 ♦ \\ i \ �� PROP. J.B. #62 \ I � � •� � � � \ PROP. 48 FES � \ TOP 885.30 / INSTALL PERM BERM ACROSS / w i i I \ \ INV. I N 872.80 INV. OUT 867.50 / ' c DIVERSION SWALE w/ TOP a o 0 DISS. #1 CLASS 1 , / I INV. OUT 870.80 // ELEV. EQUAL TO TOP OF Y.I. �� / / `$ I ! N \� I � s 0 3 c 0 m O O" UOU N 4 . O (n O � Z Z F G } Q O L O o� °zv U d y . 0 � - ow m o =� Of Z oo a o = a U � U C w3 U N il Milo, — E A L 0 098 ENGINEER'S STAMP \\ ` L= 36.0 W= 49.5 ` I _r,,,(,. — � THICK =24" PROP. 48" RCP 113 L.F. ® 2.92 PROP. 18" RCP 308 L.F. ® 1.22% \ ljjjj O / \ \ Iv / I EXIST. SANITARY MANHOLE / \ �'� ♦ `� `� TO BE ADJUSTED` EXIST. TOP 869.50 \ PROP. Y.I. # 13 PROP. TOP 875.5 0 \ / v \ THROAT 877.65 / \ % SEE DETAIL SHEET C-507 INV. IN 873.65 1 INV. OUT 873.15 INSTALL PERM BERM ACROSS DIVERSION SWALE w/ TOP PROP. 24 RCP \ a _ \� . _ _ / J \ \ ELEV. EQUAL TO TOP OF Y.I. 258 L.F. ® 1.03% ftaft MATCH LINE -SEE SHEET C -209 / rn V) w / r zO 2 —0 Of a Ld / N CL w Z Of E 0 0 w w 0 w o / o w ° D o cNn I 1 / 0 c? / N — / W ° / w Q m 0 c OPPORTUNITY PROJECT 11098 / DATE DRAWN OCT., 2014 / DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 %2" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING • PLANNING • FINANCE C=207 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416 04- GRADING.DWG PROP. 30" RCP 189 L.F. 0 3.60% I I N U W \ W \ �o I \ ui / / U / LLJ I I� Z �1 U Q C / � 1 / PROP. 36" RCP 152 L.F. @ 1.12% MATCH LINE -SEE SHEET C -206 s PROP. Y.I. #25� THROAT 881.85 / PROP. Y.I. #44 INV. IN 876.85 \ \ THROAT 877.35 INV. OUT 876.35 / / INV. IN 872.50 INV. OUT 872.30 INSTALL PERM BERM ACROSS \ \ DIVERSION SWALE w/ TOP / INSTALL PERM BERM ACROSS ELEV. EQUAL TO TOP OF Y.I. \ / DIVERSION SWALE w/ TOP \ / ELEV. EQUAL TO TOP OF Y.I. PROP. 30" RCP 259 L.F. @ 2.24% PROP. 36" RCP 314 L.F. @ 1.90% PROP. Y.I. #45 THROAT 871.20 INV. IN 866.50 \ / I INV. OUT 866.00 / i PROP. J. B. #46 TOP 873.10, / PROP. Y.I. #26 \ INV. IN 866.95 (15��) THROAT 875.95 � I / IN N OUT 86/5.20 ) INV. IN 870.40 \ NV INV. OUT 870.20 PROP. 15" FES INV. IN 871.50 I I / DISS. #15 CLASS B / / I L=5.0' W=9.0' J I / THICK =12" PROP. 12" RCP w/ CON C. COLLAR I • J / 28 L.F. CAD 16.25% I / PROP. 36" RCP 189 L.F. ® 1.16% • PROP. Y.I. #27 THROAT 873.80 INV. IN 868.50 -INV. OUT 868.30 PROP. Y.I. #47 \ / jI THROAT 869.00 I I I INV. IN 863.00 I I \ PROP. 36" RCP \ I i 307 L.F. 0 1.50% I I INV. OUT 862.80 INSTALL PERM BERM ACROSS DIVERSION SWALE w/ TOP I ELEV. EQUAL TO TOP OF Y.I. d PROP. 36" RCP 147 L.F. 0 1.22% I o� } 2 ♦!1 O PROP. 15" RCP / t• r/ r'' I I /" / o o CD of \ ,142 L.F. aD 1.20% / U) / PROP. Y.I. #52 I / / Q � co o THROAT 877.50 / a INV. IN 873.70 I /I U INV. OUT 873.50 /" i / o 0 / by 'r I Q Z o In tzi 0 = a N / PROP. Y.I. #53 881.0 �--f .0 N / / 03 / ZTHROAT 879.00 / /" �" INV. IN 872.70 / ,INV. OUT 872.50 / PROP. 18" RCP PROP. 18" RCP !� i 146 L.F. 0 2.05% / /i � i I I `\��<<�►� +�a�,� , / 85 L.F. CAD 0.94% / A EAL PROP. Y.I. #54 •o PROP. 18 RCP /� i �'��•,F�oIN� \; / THROAT 875.50 ��• / INV. IN 869.50 w/ CON C. COLLAR / i %� INV. OUT 867.50 3 L.F. 05.29% 1 Li %OgIL� / PROP. 18" FES i H / I / I ENGINEER'S STAMP � I 876.5 INV. OUT 865.70, •/ _t_78 0 DISS. #9 CLASS B /I _ / (/ 878.0_ -� -_� L =9.0 W =13.5 s / T H I CK =18" � � � i / ",8b(3 11 000' l r l \' _7 .00 •100 ,/ / 49 L.F. TEMP. 18" HDPE STORM DRAINAGE .��P /PIPE AT 13.27 %, INV IN = 867.501 < i PROP. 15" RCP INV OUT = 861.00 ' 1 w/ CONC. COLLAR /BLOCK OFF PERMANENT OUTLET PIPE 0 z 68 L.F. ® 5.88% i UNTIL TSB #9 IS REMOVED, PROVIDE U� - / i;RIP-RAP DISSIPATER AT PIPE OUTLET 0 i(TEMP. HDPE TO BE ABANDONED) Q \ /PROP. Y.I. 55y 873.5' / / / SS�� / / z LLI THROAT 871.00 / / /C,�i/ PROP. 15" FE S �� / / L� / INV. OUT 856.00 r / /t�,�/ /� i I of u - f / INV. OUT 852.00 < _ (n DISS. #10 CLASS B/ / / I J 0 L=7.5' W=11.5' ' / o Z THICK =18 "�/ > / / / z w cl) Of PROP. SECURITY FENCE\ / �/ , / M C) • / / / 40 0 20 40 80 120 Q N O O PROP. 36" RCP ! N / 0 / GRAPHIC SCALE I INCH = 40 FEET to z Z LLI LEGEND z o 0 L w O V) a RIP RAP ° 0 0 U 0 > 1n W LJ Lo l � D .... DIVERSION BERM o U) r (SEE DETAIL SHEET C -501) r, SM H I EXISTING CONTOURS , /' ' �i' PROPOSED CONTOURS i STORM STRUCTURE I I 1 1 DRAINAGE PIPING W I� I PIPING w/ CONC. ANCHORS > ' I w� Q m U (SEE DETAIL SHEET I I I PROPOSED TYPE I DITCH /ROAD DITCH (SEE DETAIL SHEET C -501) OPPORTUNITY PRO DETAIL SWALE BETWEEN ARRAYS (SEE ET S PROJECT 11098 PROPOSED TOP OF FILL DIVERSION I / / (SEE DETAIL SHEET C -501) DATE DRAWN OCT., 2014 r NOTE ALL RCP STORM DRAINAGE PIPES ARE CLASS III UNLESS NOTED OTHERWISE. DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 %2" MATCH LINE - SEE SHEET C-210 ' IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE L� SHEET A S S O C I A T E S ENGINEERING • PLANNING • FINANCE C=208 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416 04- GRADING.DWG \ PROP. 30 RCP \ 152 L.F. 0 2.76% 13 / PROP. Y.I. \ THROAT 887.70 \ I / ` INV. IN 883.20 I \ / / / INV. OUT 883.00 / PROP. Y.I. #43 do THROAT 881.70 INV. IN 877.20 i INSTALL PERM BERM ACROSS \ / / INV. OUT 877.00 DIVERSION SWALE w/ TOP � /INSTALL EQUAL TO TOP OF Y.I. ELEV. \ / / PER BM ERM ACROSS Q \ \ / DIVERSION SWALE w/ TOP / ELEV. EQUAL TO TOP OF Y.I. PROP. 30" RCP \ \ �� / 152 L.F. ®4.05% \ \ \ / / PROP. 30" RCP , I / / 152 L.F. C� 2.96% 1 I / \ � / PROP. Y.I. #25� THROAT 881.85 / PROP. Y.I. #44 INV. IN 876.85 \ \ THROAT 877.35 INV. OUT 876.35 / / INV. IN 872.50 INV. OUT 872.30 INSTALL PERM BERM ACROSS \ \ DIVERSION SWALE w/ TOP / INSTALL PERM BERM ACROSS ELEV. EQUAL TO TOP OF Y.I. \ / DIVERSION SWALE w/ TOP \ / ELEV. EQUAL TO TOP OF Y.I. PROP. 30" RCP 259 L.F. @ 2.24% PROP. 36" RCP 314 L.F. @ 1.90% PROP. Y.I. #45 THROAT 871.20 INV. IN 866.50 \ / I INV. OUT 866.00 / i PROP. J. B. #46 TOP 873.10, / PROP. Y.I. #26 \ INV. IN 866.95 (15��) THROAT 875.95 � I / IN N OUT 86/5.20 ) INV. IN 870.40 \ NV INV. OUT 870.20 PROP. 15" FES INV. IN 871.50 I I / DISS. #15 CLASS B / / I L=5.0' W=9.0' J I / THICK =12" PROP. 12" RCP w/ CON C. COLLAR I • J / 28 L.F. CAD 16.25% I / PROP. 36" RCP 189 L.F. ® 1.16% • PROP. Y.I. #27 THROAT 873.80 INV. IN 868.50 -INV. OUT 868.30 PROP. Y.I. #47 \ / jI THROAT 869.00 I I I INV. IN 863.00 I I \ PROP. 36" RCP \ I i 307 L.F. 0 1.50% I I INV. OUT 862.80 INSTALL PERM BERM ACROSS DIVERSION SWALE w/ TOP I ELEV. EQUAL TO TOP OF Y.I. d PROP. 36" RCP 147 L.F. 0 1.22% I o� } 2 ♦!1 O PROP. 15" RCP / t• r/ r'' I I /" / o o CD of \ ,142 L.F. aD 1.20% / U) / PROP. Y.I. #52 I / / Q � co o THROAT 877.50 / a INV. IN 873.70 I /I U INV. OUT 873.50 /" i / o 0 / by 'r I Q Z o In tzi 0 = a N / PROP. Y.I. #53 881.0 �--f .0 N / / 03 / ZTHROAT 879.00 / /" �" INV. IN 872.70 / ,INV. OUT 872.50 / PROP. 18" RCP PROP. 18" RCP !� i 146 L.F. 0 2.05% / /i � i I I `\��<<�►� +�a�,� , / 85 L.F. CAD 0.94% / A EAL PROP. Y.I. #54 •o PROP. 18 RCP /� i �'��•,F�oIN� \; / THROAT 875.50 ��• / INV. IN 869.50 w/ CON C. COLLAR / i %� INV. OUT 867.50 3 L.F. 05.29% 1 Li %OgIL� / PROP. 18" FES i H / I / I ENGINEER'S STAMP � I 876.5 INV. OUT 865.70, •/ _t_78 0 DISS. #9 CLASS B /I _ / (/ 878.0_ -� -_� L =9.0 W =13.5 s / T H I CK =18" � � � i / ",8b(3 11 000' l r l \' _7 .00 •100 ,/ / 49 L.F. TEMP. 18" HDPE STORM DRAINAGE .��P /PIPE AT 13.27 %, INV IN = 867.501 < i PROP. 15" RCP INV OUT = 861.00 ' 1 w/ CONC. COLLAR /BLOCK OFF PERMANENT OUTLET PIPE 0 z 68 L.F. ® 5.88% i UNTIL TSB #9 IS REMOVED, PROVIDE U� - / i;RIP-RAP DISSIPATER AT PIPE OUTLET 0 i(TEMP. HDPE TO BE ABANDONED) Q \ /PROP. Y.I. 55y 873.5' / / / SS�� / / z LLI THROAT 871.00 / / /C,�i/ PROP. 15" FE S �� / / L� / INV. OUT 856.00 r / /t�,�/ /� i I of u - f / INV. OUT 852.00 < _ (n DISS. #10 CLASS B/ / / I J 0 L=7.5' W=11.5' ' / o Z THICK =18 "�/ > / / / z w cl) Of PROP. SECURITY FENCE\ / �/ , / M C) • / / / 40 0 20 40 80 120 Q N O O PROP. 36" RCP ! N / 0 / GRAPHIC SCALE I INCH = 40 FEET to z Z LLI LEGEND z o 0 L w O V) a RIP RAP ° 0 0 U 0 > 1n W LJ Lo l � D .... DIVERSION BERM o U) r (SEE DETAIL SHEET C -501) r, SM H I EXISTING CONTOURS , /' ' �i' PROPOSED CONTOURS i STORM STRUCTURE I I 1 1 DRAINAGE PIPING W I� I PIPING w/ CONC. ANCHORS > ' I w� Q m U (SEE DETAIL SHEET I I I PROPOSED TYPE I DITCH /ROAD DITCH (SEE DETAIL SHEET C -501) OPPORTUNITY PRO DETAIL SWALE BETWEEN ARRAYS (SEE ET S PROJECT 11098 PROPOSED TOP OF FILL DIVERSION I / / (SEE DETAIL SHEET C -501) DATE DRAWN OCT., 2014 r NOTE ALL RCP STORM DRAINAGE PIPES ARE CLASS III UNLESS NOTED OTHERWISE. DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 %2" MATCH LINE - SEE SHEET C-210 ' IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE L� SHEET A S S O C I A T E S ENGINEERING • PLANNING • FINANCE C=208 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416 04- GRADING.DWG MATCH LINE -SEE SHEET C -207 ■ • \ \ / \ Q rn o \ - c) \` y EXIST. SANITARY MANHOLE \ ` / , _ / / Z_ tzi TO BE ADJUSTED • \ �' .� / / i 881.0 EXIST. TOP 865.65 8�9 0 PROP. TOP 866.00 PROP. 24" RCP o 1 \ \ \ N SEE DETAIL SHEET C -507 258 L.F. ®1.03% U ~ W 880.6 _ OF . _..` \ EAL r, N / / �\ �j♦ �F \ \\ \\ \ = 061598 CD 1 � � \ � \\ \ ��` i 9'QI I � � \ \\ \ / \ �'�,! •.FAQ I N��@''•• �: ■ / ♦ \ PROP. Y.I. #14 THROAT 874.50 ` ,/ / •�I \\ INV. IN 870.50 •� / r \ INV. OUT 870.30 ENGINEER'S STAMP 40 0 20 40 80 120 \ y \ \•` O \\ PROP. SECURITY FENCE \ — GRAPHIC SCALE I INCH - 40 FEET - \ \ \� \ — N 876.5 / / �• A \ 878.5 \ ♦ \ PROP. 24" RCP �\ 125 L.F. CAD 4.24% \ t \ �o LLI < ' ♦\ s \ i` PROP. Y.I. #15 LLI rr nn Z PROP. 24 RCP THROAT 873.50 T — INV. IN 865.00 � 0 51 L.F. 2.94 �\ INV. OUT 864.50 Q \ SSkI H \ 0 -565 — — — ui Z _j w \ ♦ \ i OQ \ \ - / \\ 876.0 874.5 � 870.5 _j 0 • �\ / z ' 872.0 p / \ INSTALL PERM. TY. 3 \ \\ z RIP RAP DITCH IN ' \\ \ ° l 2 \ ` CONJUNCTION w/ SED/ \\ �\ PROP. 30" FES •�• Y LU / co / \ BASIN REMOVAL i ♦ ` \ \ \ INV. OUT 857.00 _ » — !". \ / Spa z M U D50 – 12 ROCK ON FABRIC \ \ \ \ DISS. #4 CLASS 1 4:1 SIDE SLOPES, MIN 12" DEEP \ \\ \ '•� �, L =20.0' W =27.5' m SEE DETAIL SHEET C -501 \ THICK =24 ` o � ' `• ` V \\ PROP. 24" FES- � �� PROP. Y.I. #31 � OUT 863.00 THROAT 868.50 ■ a 'n o 0 ♦/♦ DISS. #2 CLASS 1 `. INV. OUT 858.05 ■ — , ■'� N �� `■ \ L =38.0 W =38.0 ' ` ♦ \ THICK =24 • `■ / `, �. \ \ 875.5 \ 10 �� \ \ Own 871.0 V) LLI g / / \ ' \ • \\ \ / z Z w ` i O Z C� W E O W U o Z 0 U > 1U 0 W l LEGEND / \ ♦ `\ \\ � — -- — -- -- -- -- _ / PROP. 30" RCPT. \ RIP RAP /� \ O \ \ \ \ -------- / - - - -- ------ - - - - -- M �-{ 42 L.F. 2.50% / s----- s - - - - -S \ .... DIVERSION BERM / % ,' ` \ \ / S � - - - -s „- � (SEE DETAIL SHEET C -501) \ / ♦\ EXISTING CONTOURS \ ` \ ♦\ \ . �` \ N �— _ w / PROPOSED CONTOURS / \ ! ♦ 1 — — 1 w Q m U / • • � . STORM STRUCTURE \ / /eul��c \ CREEK// LONG � 1 OPPORTUNITY DRAINAGE PIPING / � � '�► , mmm PROJECT 11098 PIPING w/ CONC. ANCHORS \ ` .�' \ ^'.. ■'� • �. \ ` (SEE DETAIL SHEET C -504) / ■ \ / /' \ DATE DRAWN OCT., 2014 - \ PROPOSED TYPE I DITCH /ROAD DITCH \ � 0,00 \ \ \ (SEE DETAIL SHEET C -501) \ \• \ I PROPOSED SWALE BETWEEN ARRAYS \ / DRAWN BY RLC _ (SEE DETAIL SHEET C -501) \ . ■ PROPOSED TOP OF FILL DIVERSION McGILL PROJECT NO. 12.01416 0 %2" (SEE DETAIL SHEET C -501) IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET NOTE ALL RCP STORM DRAINAGE PIPES ARE CLASS III UNLESS NOTED OTHERWISE. A S S O C I A T E S ENGINEERING • PLANNING • FINANCE C=209 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 12/5/2014 3:39 PM 1416 04- GRADING.DWG MATCH LINE -SEE SHEET C -208 i I I � PROP. 36" RCP 307 L.F. 0 1.50% 1 / Q INSTALL PERM BERM ACROSS \ \ DIVERSION SWALE w/ TOP \ \ ELEV. EQUAL TO TOP OF Y.I. PROP. 42" RCP \ 77 /L.F. CAD 0.91% • 1I PROP. .� • / PROP. 36" RCP 147 L.F. @ i .22% I /PROP. Y.I. #48 / THROAT 866.20 I �/ INV. IN 861.00 INV. OUT 860.80 / -_j I i PR.OP. SECURITY FENCE PROP. Y.I. #49 I- / THROAT 863.50 INV OUT 857 50 (SE) TOP 865.50 A• � ° X11, ITJ I I PROP. 36" RCP W/ CON C. COLLAR / 41 L. F. ® 21.71 % / I I PROP. 36 FES co Lf INV. OUT 851.90 ■ I DISS. #11 CLASS 2 868'7 I ;L =30.0' W =39' THICK =36" ' I I / i I INSTALL PERM BERM ACROSS DIVERSION SWALE w/ TOP I ELEV. EQUAL TO TOP OF Y.I. 83 L.F. TEMP. 36" HDPE STORM DRAINAGE II - i PIPE AT 0.96 %, INV IN = 860.80 i 1 1 IN OUT = 860.00.: BLOCK OFF PERMANENT OUTLET PIPE - UNTIL TSB #1 IS REMOVED, PROVIDE / RIP -RAP DISSIPATER AT PIPE OUTLET / (TEMP HDPE PIPE TO BE REMOVED) I PROP. 15" RCP 866.0 w/ 1 CONC. COLLA / 32 L.F. CAD 5.31 % � THROAT 869.40 872.0 - N INV. IN 863.70 PROP. 42" FES � INSTALL PERM. TY. 3 till INV. OUT 863.20 0 INV. 862.50 - -RIP RAP DITCH IN- PROP. 15" FES � ,DISS. #3 CLASS f1 CONJUNCTION w/ SED INV. IN 868.00 L =28.0 W =38.5 �� BASIN REMOVAL ISS. #17 CLASS 1 T\ K =24 , D50 = 12 ROCK ON FABRIC l' / PROP. 15" FES I L =5.0 W =9.0' �� 4:1 SIDE SLOPES, MIN 18 DEEP I -i INV. OUT 855.80 ui THICK =12 _SEE DETAIL SHEET C -501 /� DISS. #12 CLASS 1 �. / L =10.0' W= 13.75' PROP. 15" RCP 66 L.F. TEMP. 18" HDPE STORM DRAINAGE ' /� - W THICK -24 / 41 L.F. 0 4.27% PIPE AT 3.48 %, INV IN = 862.30 \ �� i ► / INV OUT = 860.00 °y`� -�- / o �'� /� i ► I PROP. 15" RCP PROP. Y.I. #30 -BLOCK OFF PERMANENT OUTLET PIPE, U) X36 L.F. 0 4.86% � THROAT 866.50 UNTIL TSB #1 IS REMOVED, PROVIDE \ 8 g INV. IN 862.80 0" RIP -RAP DISSIPATER AT PIPE OUTLET, 8 uwi I TEMP. INV. OUT 862.30 (TEMP. HDPE PIPE TO BE ABvANDONED) .`6k w q- V-V X867.5 INV. OUT 862.30 PROP. 18" RCP _ �! w/ CONC. COLLAR _- ____ - - -- __ -- / • 869.0 56 L.F. 0 7.86% ___ - - - - -- ,�, ____S - -F- I i • - - - S- W- -� r 5 - - - - -5 - -� / PROP. 15" FES o ssm_-- S----- S- - - - -S- a _ INV. IN 868.00 J DISS. #16 CLASS 1 L=5.0' W=9.0' THICK =12 . - �� -- ' LONC, PROP. 18 FES 0000eoe PROP. 18 RCP INV. OUT 857.90 101 L.F. ® 2.92% U /5 DISS. #5 CLASS 1 woo \ / L =12.0' W =16.5' , 000 THICK =24of \ 000 000 _ _ own, W 000, 1 PROP. J.B. #29 000 0 , • 0000 • TOP 869.70 000 0000- INV. IN 866.25 (N) 40.0 ' , �. - INV. IN 866.25 (W) I , INV. OUT 865.75 (SE) , 0 -- 00, • FOle "/ I Ole 400 00.0 I o � / I ♦ / I I I I /♦ II I � / 1 � � __v TE I / ! I I I I ` I _ 1 ■ I I I � I I � I � _ I I � I ' I 1 I ' I I ' I / ' I ' I ' I / I / / I i I I r I ■ '.may 40 0 20 40 GRAPHIC SCALE LEGEND RIP RAP 80 120 I INCH = 40 FEET L2 ''^ < r V/ > > o ° U Lo L0 Q � o D U d. O `� mo� z ° _ n U E `\��i►Aeee�i E A L 061598 .:o- e ENGINEER'S STAMP Q z_ J O Q U w J � O O Z J J 0 L 2 LI L U Y � M Q N J co U m U m 0 i N O O m I N z OCL _ w � z o E w C) z c� w 0 0 W > w z 0 w ow o oU) ~ w If o D a 1 � - -501) � o l � � o 1 w Q •. U 40 0 20 40 GRAPHIC SCALE LEGEND RIP RAP 80 120 I INCH = 40 FEET L2 ''^ < r V/ > > o ° U Lo L0 Q � o D U d. O `� mo� z ° _ n U E `\��i►Aeee�i E A L 061598 .:o- e ENGINEER'S STAMP Q z_ J O Q U w J � O O Z J J 0 L 2 LI L U Y � M Q N J co U m U m 0 i N O O m I N z OCL _ w � z o E w C) z c� w 0 0 W > w z 0 w ow o oU) ~ w If o D rn - z Q J z 0 Q `w 1 m s 0 3 c 0 m z O � N O y D Z � F O U � 3 o= �y a� �W U 1= 3 � 4 xW O N NOTE ALL RCP STORM DRAINAGE PIPES ARE `� I V I V V I I I I SHEET^ CLASS III UNLESS NOTED OTHERWISE. A S S O C I A T E S ENGINEERING • PLANNING • FINANCE umzlu 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416 04- GRADING.DWG DIIVEpSION BERT^C -501) EXISTING CONTOURS PROPOSED CONTOURS 0 N STORM STRUCTURE D w Q m U DRAINAGE PIPING PIPING w/ CONC. ANCHORS OPPORTUNITY (SEE DETAIL SHEET C -504) - PROPOSED TYPE I DITCH /ROAD DITCH PROJECT 11098 (SEE DETAIL SHEET C -501) DATE DRAWN OCT., 2014 - RO POET ED SSWALC BETWEEN WEEN ARRAYS PROPOSED TOP OF FILL DIVERSION (SEE DETAIL SHEET C -501) DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 %2" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE NOTE ALL RCP STORM DRAINAGE PIPES ARE `� I V I V V I I I I SHEET^ CLASS III UNLESS NOTED OTHERWISE. A S S O C I A T E S ENGINEERING • PLANNING • FINANCE umzlu 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416 04- GRADING.DWG ` \ \ PROP. 36" FES INV. OUT 885.00 I PROPOSED ACCESS DRIVE PLAN i� I - — - _ - / SOUTH OXFORD STREET _� _ -- -- - =__ — — — - - - -- - TEMPORARY �/ / / i II ♦ \ , \� - R/W -__ - - -_ - -- - - -_— = - - - - -_ STREAM CROSSIN SEE DETAIL_ SHEET C- 507./`x_ \ I1 E 1,♦ E \ \ $\ _ E - -_— - - -__ E J —� __ - -E /_/ _/v v�r _ —�E _ _ ! -- t' v �PW j /— �\\ \ - -_ - -__ - -- __ - -- _ - - _ - - _ _ _ I\\ IIl\\\ \ \�� \ ' _ _ - - -_ -- - - -- -_ = _ -- = — EXIST. SANITARY MANHOLE II nl - -__ TO BE ADJUSTED PER CITY �, \�,�� 11� \I _______/ ,�� - - - -- _ -- �•�.— —•-•�. OF CLAREMONT SEWER I� �• / / /� �� r '' - —_ -- PROP. UNDERGROUND •�'• �"' RE— ALIGNMENT PLAN / // /��/ ;ft MV ELECTRICAL LINE .� PROP. 30 FES -� • (SEE ELECTRICAL .� INV. OUT 884.60 STABILIZE STREAM BANK SPECIFICATIONS FOR DETAILS) PER CREEK RESTORATION ROVIDE 3 MIN VERT DISS. #24 CLASS 1 • �"" k .4o THICK =24" •r `— ° *_4 DO NOT DISTURB �..'00p*� , CHANNEL BANKS .i • i PROP. 24" FES .r Q - -ROW " - ' W� /v INV. OUT 885.00 - i - -ROW /r Row REPAIR DETAIL SHEET C -507 CLEARANCE BETWEEN �- • %� �� lJ Y �/ / STREAM CHANNEL BED PROP. Y.I. #60 TOP 890.70 js- ss� INV. OUT 887.40 / 1PROP. 24" RCP 103 L.F. ® 2.33% AND ELECTRICAL — ,/ �„ ..�•�'.•EXIST. SANITARY MANHOLE // / ��\ — „ = =�''c CONDUIT / '/ TO BE ADJUSTED PER CITY ` =` / ? —�. / OF CLAREMONT SEWER / • �' / . / CPR � RE— ALIGNMENT PLAN LEGEND �00 .i .� 0000 �.- RIP RAP 000 •.�. .... DIVERSION BERM (SEE DETAIL SHEET C -501) ,, - - - / - / 4 889. -- — — _ EXISTING CONTOURS — — — PROP. 30" RCP 47 -L.F. —@ 1.91% PROPOSED CONTOURS , �S� /� /, // 000,110 PROP. CONC. ENDWALL STORM STRUCTURE ■ w/ 24 CLASS II RIP RAP 5 INV. 885.50 DRAINAGE PIPING - ' , �' .� / , / / / ►x �\ \ _ _ _ _ _ ; % /�% ;� � � � � o\\ � � � \�11I / O'S ` ` `\ � SEE DETAIL SHEET C -508 PIPING w/ CONC. ANCHORS K cn 0/ PROP. PERM DIVERSION SWALE , — _ i ' r — , !' ' _— — \�\� \� I I I ► \ (SEE DETAIL SHEET C -504) _ ■� • (SEE DETAIL BELOW) ,, PROPOSED TYPE I DITCH /ROAD DITCH •� / / / / ' /' - / 89Q'5_ - (SEE DETAIL SHEET C -501) . _ PROPOSED SWALE BETWEEN ARRAYS pp • (SEE DETAIL SHEET C -501) m m PROPOSED TOP OF FILL DIVERSION FEM • C \N� / / / // // / / PERM DIVERSION SWALE 40 /'� / !'/ / ' PROP. SEE DETAIL BELOW (SEE DETAIL SHEET C -501) 001 �— EXIST. SANITARY MANHOLE TO BE ADJUSTED PROP. 36" RCP EXIST. TOP 891.35 56 L.F. ®2.05% PROP. TOP 891.45 SEE DETAIL SHEET C -507 PROP. Y.I. #61 TOP 890.05 INV. OUT 886.15 5'x5' MIN. STRUCTURE INSIDE DIMENSIONS 0 20 40 GRAPHIC SCALE NOTE ALL RCP STORM DRAINAGE PIPES ARE •� / / ! �' CLASS III UNLESS NOTED OTHERWISE. .� �;�,'� �� PROP. PERM DIVERSION SWALE . ►' j �'�'�' — - AT TOP OF CUT SLOPE I • �� ' ! r' (SEE DETAIL BELOW) , W z J SIDESLOPES UNLESS NOTED OTHERWISE PERMANENT DIVERSION SWALE NOT TO SCALE 950 940 930 920 910 18 +75 II Y � Q of W 00 m� 1 PROPOSED ACCESS DRIVE PROFILE ai 0 + 0 II Y W w in 18 +00 73X 17 +00 PROP. 30" RCP 16 +00 06 r- + II H cn mlo0 W ' 0 > C7 W PJOP. ACCESS DRIVE PROFILE GRADE EXIST. GROUND LINE PROP. 36" RCP 15 +00 14 +00 80 120 I INCH = 40 FEET PROP. 241' RCP 950 940 (I O �i c > > o CD ° Lo Ln Q cy) O � o D U O `0 co z o L0 U 11Jill,i EAL r; _ 041595 _ ��,•'�� ••�NQ I NAG • �a� %hy Ll ENGINEER'S STAMP a z J O � U Q = w J O D 0 z �z J 0 W YJ uj cif M Q - J co U m U m ° I N O O 0) I N 920 i z o 18 +00 73X 17 +00 PROP. 30" RCP 16 +00 06 r- + II H cn mlo0 W ' 0 > C7 W PJOP. ACCESS DRIVE PROFILE GRADE EXIST. GROUND LINE PROP. 36" RCP 15 +00 14 +00 80 120 I INCH = 40 FEET PROP. 241' RCP 950 940 (I O �i c > > o CD ° Lo Ln Q cy) O � o D U O `0 co z o L0 U 11Jill,i EAL r; _ 041595 _ ��,•'�� ••�NQ I NAG • �a� %hy Ll ENGINEER'S STAMP a z J O � U Q = w J O D 0 z �z J 0 W YJ uj cif M Q - J co U m U m ° I N O O 0) I N 920 cn z O z o w CL w 0 z U p > U U) LIJ I� 910 LEI w °'��N LO p o W 0 rn - We] z -0.60X 0 _ _ N Ld 890 0 w Q m U 0! OPPORTUNITY w J LL O L.L z J 0- w J 0 wW 0 0 0 w� N O y N N o= o F 00 �o oz of _o z� z� az o� w 3 � 4 ' W O O N F 880 PROJECT 11098 DATE DRAWN OCT., 2014 13 +00 DRAWN BY RLC McGILL PROJECT NO. 12.01416 • A S S O C I A T E S ENGINEERING -PLANNING -FINANCE 1240 19th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -045) 0 /2„ „ IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET C=211 12/5/2014 3:41 PM 1416 04- GRADING.DWG R0W HEADWALL SPOT ELEVATIONS 0° �\ \ - -R�W-� SCALE: 1 " =10' PROPOSED ACCESS DRIVE PLAN - �11.`�`m __ 5`L' �� L% BW =899.3 01 / 1111 R' V�6 / X1111111 I. o 0 -/ �J °� 0 ��'J °� �� O C v ° / PROP. 18 FES �� - 1111 �\ �' ,11 i 1 \�\ �< J` o � No °F TW =899.3 ° y INV. OUT 900.00 / /� ,,� 1�Ili� \ �► / / / } � o0 'S 0J TW =899.4 �� ° TW =899.8 �� ° ° v ° ° v ° ° • '�. • �"' . � . � t � DISS. #25 -B CLASS 1 / / L =12.0' W =16.5, / / // / � � 111 \ � � \ � � / 1 l 1 11 \ v / 1111, Q ° ° °tea � TW =899.1 TW =898.9 c, ° ° ° ° ° yr ° �� p,VEL v ° ° ° v C PROP • QAp ° ° • �►'` `. _ . �, • �, • � • - • �. `. » �' / /� THICK =24 , ,', // I i // // / // / / ' / / / ,' �' // / �� J 11`1i `� / / ■ m o o Q p -o ivs ° ANCHOR END OF / , ,� L0 z ni 91, PROP. CONC. ° ° v ° ° PIPE TO PROP. CONC. HEADWALL /TOEWALL �� l Ir rill / / / l / // / // / �E \ �� oL F3 ° HEAD WALL /TOEWALL ° ° n TW =900.5 (STRUCTURAL DESIGN / /, / / �� \ / j_ oa ( STRUCTURAL DESIGN ° BY CONTRACTOR) ° n TW =900.4 41.5 �� ° �� %' / PROVIDED BY CONTRACTOR) „ _ /l i/ / INV. OUT 891.45 -\ '� ° TW =900.0 lye \° DISS. # 20 -B CLASS 2 y - 899.0 �TW ° °fly\ X89 O �� S L =8.0' W =25.0' THICK =24" s--- - -s - -- BW =899.0 v �92 °Q �S °��O\ `� ,' / /I�� \ \� ,/ = cr <, /� DO NOT DISTURB EXIST. SEWER \J °O R/W , �i� ��o \/J � _ _ _ o . - -- i \ \ 1 I - 1 \ �( 'r AL - E59� r : _ °� SOUTH STREET OXFORD , , ,, _ _ .__ _ -_ _ „� - �• ; J ,, �; , z I , , ; �\ �} .:� �..F� Iz Q _ moo - � - _ _ _ _ - _- _ _ \ \ \ � � I \ 1 °�� e o o° %C� -= �- - -- -- - - - - -s ---- s--- - -s - -- -- - - -s -- -- \ \ �\ \\ \ ` \\ \ ENGINEER'S STAMP N �, , _ _ -• _ o • • _� o o , _s 8 __ - - -- �� • - .: -- -fie - - - -� - - - - -- r - - - -- - - • - ��\ s / __ �/ i� _0 PROP. 18" FES INV. IN 904.50 �o ADJUST WATER ` \ \ VALVE BOX TO °� \ \ \\ �' - • d `,� -� ' _ - _ _ _ - - --- PROP. •� / �� ✓ �\ 18 RCP DISS_ #25� A CLASS 1 MATCH FINISHED SURFACE \\ ` ��♦ 0 - - 170 _ _ - - - - -965- - _ - - -�\ \ \�\\ 1 1 . 99 �� '� �\� \ \ L.F. ®4.55% L -12.0 W -16.5 THICK =24" \� \'`� \S EXPOSED `. PROP. TYPE 3 RIP RAP SWALE DETAIL _ PROP. 87 "x63" ALUMINIZED ARCH -SEE SEWER PIPE SHEET C -501 �\ � �° O CMP (12 GAGE) 40 L.F. @ 0.38% ANCHOR END OF �•�► \ �\ PIPE TO PROP. CONC. �•r• ,�. 0 HEADWALL /TOEWALL \ �° � (STRUCTURAL DESIGN '` \ cf) � PROVIDED BY CONTRACTOR) INV. 891.60 �� • ` II� z DISS. #20- A CLASS 2 �. Q L=21.0' = 21 .0 W=20.0' • 40 0 20 40 80 120 J THICK =24" •j z GRAPHIC SCALE • •`_' I INCH - 40 FEET 0 Q U Q 2 uj co PROPOSED ACCESS DRIVE PROFILE � a m � w n w 950 W N 950 111 co N Q co C) m °' w °a II > wm m U 0 9 0 940 w a � Lo N O o 0) I N 00 930 PVI S PVI ELEV A = 7 +91.17 = 897.02 PROP. A C3 + N z Z w w ~ � PVI STA = 9 +28.49 PVI ELEV = 894.91 PVI STA = 5 +33.49 PVI ELEV = 899.68 CESS DRIVE + g p A.D. = 2.14 K1 10 A. . = 2.57 A.D. = 9.03 °, PROFILE GRADE / % / 920 Q o Z c� w d . 100.00' VC 1(0.00' VC 200.00' VC ,`) o Q m m CL U 0 z O rn L N - � Vic° V) u') +rn d w > / / / i?w > Ld U w 0 V L0 W 0 L� w 9 0 �c0 + +o c0 +� r,00 r +(,o °° i 910 o D 0 - 00 001 �o rn ou w L> w Oi >> w v mm > > ww > / PV[ ELEV = 931.67 A.D. = 13.00 > w w mm ww / / ' K: 10.01 30.00' VC i 9 0 900 -1.03% - - - -1.548 - 0 c� vl w 0.6096 - - - - - - - - =0 - - - - - - - - - - - - > Q m U 890 890 w OPPORTUNITY - PROP. 87 "x63" PROJECT 11098 8$0 ALUMINIZED ARCH CMP 880 DATE DRAWN OCT., 2014 DRAWN BY RLC 3 +00 12 +00 11+00 10 +00 9 +00 8 +00 7 +00 6 +00 5 +00 4 +00 3 +00 2 +00 1+00 0 +50 McGILL PROJECT NO. 12.01416 0 %2" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S C=212 ENGINEERING -PLANNING -FINANCE 1240 19th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 12/5/2014 3:41 PM 1416 04- GRADING.DWG 1 / r � f f 3 Y / Z2 ' / O O SOUTHEASTERN r / fp FREIGHT O ROAD E 3 LL I, g � Q s Ll ROAD A Y#16 1 I� m � I` � II p PRO PPR oil ROAD C O 01 McL IN R -.� EEK --S. L -. -X x x -x' Z � I I I L I 1 QM c �^C\:dl IN V1 / I I / I / I I I I I I' II III I ICI I' I�$ II ICI II ICI s III II II O \ I Ali GI I f II II I i I � I Flo O � , I X x G I i a I_ I _ I I I Q � `j- PROP. LAYDOWN \ \ AREA LILI I I � � ppppppl/ I 1 I � d g6 i I � J I � / � y X I�D 0 I I� II I I r , � � w I I R0* S , \ SOLAR PARK and LAYDOWN AREA CONSTRUCTION SEQUENCE for EROSION CONTROL MEASURES 1. Obtain erosion control permit and post on site. 2. Attend Preconstruction meeting with the civil engineer and Catawba County Utilities and Engineering Department prior to beginning construction. 3. Flag work limits before construction activity begins. 4. The Contractor shall be responsible for keeping all records required by NCDENR for the installation and maintenance of the site erosion control. 5. Construct temporary construction entrance off of Kelly Blvd. on the north side to the laydown area. The laydown area shall be entered and exited at this location only. 6. Construct temporary construction entrance off of Kelly Blvd. on the south side as shown on the plans for entering and exiting the solar farm site. Enter and exit at this location only. 7. Install perimeter silt fence as shown on plans for the entire site, clearing only what is necessary to install the silt fence. 8. Install the piped drainage system to handle the off -site stormwater, and bring it through the piped system to the southwest end of the project. 9. Install all temporary sediment basins with skimmers as shown on the plans. Slope grade toward basins. 10. Construct temporary diversion ditches with wattles and berms to direct run -off to the sediment basins. 11. Install slope drains with rock rip -rap dissipators and inlet protection. 12. After the erosion control measures are in place, complete clearing and grubbing. 13. Finish grading lay -down areas and place gravel immediately for stabilization. Install truck wash. 14. Begin mass grading operations, adjusting temporary diversion ditches and slope drains daily as cut/fill operations progress. 15. Install to rough grade the access roads and the drainage pipes. 16. Begin installation of the piped drainage system, roadways and permanent swales. 17. As work progresses, the Engineer may give direction for additional EC measures. 18. Seed /grass and install erosion control matting (as shown on plans) for stabilization on all cut and fill slopes once finished grade is reached or within 7 calendar days after final grade is achieved. 19. Groundeover that is sufficient to restrain erosion must be placed on all exposed slopes greater than 3:1 and all perimeter areas (including dikes, swales, ditches and slopes) within seven (7) days of completion of any phase of grading; place permanent groundcover for all other disturbed areas within fourteen (14) working days of finished grade. 20. Erosion control measures shall be maintained during the entire length of the project and until site is stabilized. 21. As areas are stabilized, the Contractor shall meet with the Engineer and Catawba county Erosion Control for direction on basin downsizing and removals for completing the pad grading in areas of basins. Additional erosion control measures may be needed for remaining areas. No sediment/skimmer basin shall be removed or downsized without approval by the Engineer and Catawba County. 22. Upon full site stabilization, the contractor shall notify the Engineer and the County for the SUBSTATION AND ACCESS ROAD CONSTRUCTION SEQUENCE for EROSION CONTROL MEASURES 1. Obtain erosion control permit and post on site. 2. Attend Preconstruction meeting with the civil engineer and Catawba County Utilities and = Engineering Department prior to beginning construction. o D 3. Flag work limits before construction activity begins. OW 0 LO 4. The Contractor shall be responsible for keeping all records required by NCDENR for the Q o installation and maintenance of the site erosion control. 3 0 5. Construct temporary construction entrance off of Frazier Drive. j v "t 6. Install silt fence as shown on plans in the right of way and at the substation property, clearing only m "' what is necessary to install the silt fence. Z Q 2 7. Begin demo work. z U') 8. Prior to beginning substation pad grading, construct clean water swale at top of cut slope to direct off site runoff away from the pad. Mat the swale immediately. Construct diversion ditches at `t bottom of cut slopes as shown on plan. 9. Begin grading for the access road and the installation of the drainage pipes. Stone roadway for stabilization immediately following finished grading. 10. Install temporary pipes and construct temporary stream crossing under dry weather conditions. When the crossing comes out, the banks shall be restored according to the details. 11. As work progresses, the Engineer may give direction for additional EC measures. 12. Seed/grass and install erosion control matting (as shown on plans) for stabilization on all cut and fill slopes once finished grade is reached or within 7 calendar days after final grade is achieved. 13. Groundcover that is sufficient to restrain erosion must be placed on all exposed slopes greater than 3:1 and all perimeter areas (including dikes, swales, ditches and slopes) within seven (7) days of completion of any phase of grading; place permanent groundcover for all other disturbed areas within fourteen (14) working days of finished grade. _ E A L r- 14. Erosion control measures shall be maintained during the entire length of the project and until site 04`1698 is stabilized. �'CD� 15. Remove temporary gravel stream crossing and seed and mat disturbed area. Remove temporary stream crossing pipes and restore disturbed stream banks according to project details. 16. Upon full site stabilization, the contractor shall notify the Engineer and the County for the inspection and coordination of the removal of temporary erosion control measures. No measure shall be removed without prior approval. ENGINEER'S STAMP 17. Estimated time to stabilize these areas is six (6) months. Inspection and coordination of the removal of temporary erosion control measures. No measure r'll"ll 1 MEN shall be removed without prior approval. 23. Estimated time to stabilize the site is nine (9) months. I SHEET C 311 I I I PROP. M.V. ELECTRICAL \� ROUTE TO SUBSTATION I PROP. ACCESS DRIVE TO SUBSTATION pippippippi SHEET C -311 - - I _ I so li PROP. DUKE ENERGY SUBSTATION SITE W, NOT TO SCALE MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN CO CASE NOT LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. SEDIMENT SHALL BE REMOVED FROM THE TEMPORARY SKIMMER AND SEDIMENT BASINS WHEN SEDIMENT ACCUMULATES TO ONE -HALF THE HEIGHT OF THE FIRST BAFFLE. CLEAN OUT AND RESHAPE BASIN BACK TO THEIR ORIGINAL DIMENSIONS. SKIMMERS SHALL BE CHECK FOR CLOGGING AND CLEANED OUT. REPAIR AND DAMAGED BAFFLES. 3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES APPROX. 0.5 FEET DEEP AT THE SILT FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 4. ALL SEEDED AREA SHALL BE FERTILIZED, RESEED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE SEEDING SPECIFICATION TO MAINTAIN A VIGOROUS AND DENSE VEGETATIVE COVER. 5. MAINTAIN ALL MATTING THAT HAS BEEN PLACE ON SLOPES AND IN DITCHES. CHECK FOR GOOD GROUND CONTACT AND FOR THE OCCURRENCE OF ANY EROSION UNDER THE MATTING. MONITOR AND REPAIR OR REPLACE AS NECESSARY. 6. THE CONTRACTOR SHALL MAINTAIN SELF INSPECTION REPORTS AS REQUIRED BY NCDNR AND THE NPDES CONSTRUCTION STORMWATER PERMIT. SELF INSPECTIONS ARE TO BE CONDUCTED AFTER EACH PHASE OF THE PROJECT FOR THE RECORD OF THE INSTALLATION AND MAINTENANCE OF THE EROSION CONTROL MEASURERS. FlAr Ma Re U M J 0 o� Q >_ w� U Z m z J 0 w Y LLJ N Q r7 U M U 0 V V I N 0 0 � I N zZ O _ Ww O o /Z/1� V V) z o ; IIIIIIIIIIII \ "'� �� /,< I. / 1 \ / \ / / /,� \ \ / ` \ / / / "' //",�, "I / \ ",-V / N, / 1( / � / / / / 4",_� \\ \/ - "',% 1-1 . \ / / / \/ j -- / \ J / l E � ` / E \ / / _ E J / // \ E E / �.a / / / / : E E E JE E / ` ( \/, / E E E E / �y� / / / ° ( E E �/E /� � / E E E *I— /F NI /��- \ ( 2I E /E E F � 0110 \ / ' E, / �) I f �/ " O I E f - -- ___1 / I ) /• I I � i a 0 / i I Co I NOTE: l \ / _ t, I CONTRACTOR SHALL USE ADDITIONAL = , I IN \ /,- `� /I ,. N / I TEMPORARY DIVERSION DITCHES AS NEEDED TO 0 /^1_1 /ij/ Z 'i // /�=` \ \ /�� /, / I ; I MAINTAIN DRAINAGE PATTERNS AS SHOWN AND __ ° CD Lo \ \� / i ( \<` �/ //I \ \ \_�, //, 0 I DIRECT RUN -OFF TO DESIGNATED BASINS. Q M o TEMP. SILT FENCE_ I %''/ /' / /'/ ° l �/\ � ' / / �) \ <� 11\�, -, // / /// / / � / , I I f o z I ,�/ / \�S /,' /// / / / /// i I i I 2� L0 11 \ /" I -- \\ \ -- J //F \ \`�C ( - iJ J(� / /// i / /i/ / / 1 �\ \\ f \ / / // I / 1 /)C/ _ N\ -- I \ t /f / \) \/ /'�� \\ / /J/ /\ / //� � / I I I of / _ - I \I . \ a -E __ "k� _/ //E/ 41' \\ I /� / � / � / \. 1 I I I I / / /_ E E -2 E/ X /£ /i! /f j 4/ / / + E f /// I /y �/ / / / / I I I O / / / - 4 \ �\ / %E /,4 / 4 /F E/ /E/ F E E / / / \ '\ / I I / / r /C�� ✓ E E E E El 1 E E' /F //E E E/E l \ \ \ I F \ "� -E PROP. TEMP. SKIMMER .�E ` (`�� / \ \ \ /�j /, I I ��I / -, / / //� E F /� \/E /E F��/ -"BASIN #4 (DESIGN DA 1.50 AC. - \ \\ \\ \\ - / * I . E t f ;; � �'4-_ �/ F / /f / ; E (SEE SHEET C- 307 E - fi <-) ' � E E \ I .0e f f / p. f/ F / f /E \ E E v /4t / ' / t .F„- �'m /_ - --/ E E / F /E 'f E FOR DETAILS) - t f f / f k \ \ \ \\ \ `. / / r I I I I -, ,%% 1l�14 11 E F/ E- E j E /E F /E/ /E E 4 /ems\ � rc 1�, \\ \E\I E E (t /I /y E \ \ \\ �k /N \\ -- I r I r I I ` E f 7� £ �E/ EI f 1(r f /E�E /E/ 7 N f/ / /fP \h�_f -JJ I6� F \� \\I EJ �? /EII E/ F E \ \ \ \ \ \ \\ �'(� \ / \ \ / / / - 6 \ \ \! \ \\ \\ % ! \ • / • � E E/ / /.. /,� J E I E IE. E/ £ E E/ E, E/ E / E� f/� �/� \�E -f--4 �* , :(jJ� \ \\C- T 1I E\/ E /E E E/ /E E E ,- \X I \, " \ / /\ • ( / / E EJ EI / / /p' IEI /E I; F E/ E /E /E E, E/ E /E E / IE E -F E.��= E/ \�( X I lE E\ E EJ `E % E \ \ \ \ \� \ \ I �.. \ \\ I I I r_ E £/ k/ /F( IEI (F E E �E �EjE,E, E /E � lE /;IEr I E E,/ E;r E TEMP. SILT FENCE / l T l£ /l E, IE — " \� \ \\ \\ \ —\ I ` \,p`�'°y'4<f� + I I E�1� . — E E' l� j E E \ 4/ E IE J E /E E E Q E E E E _ ,\I / \\ \. E/ E/ /E VF E / Er E \ \ \\ \\ \ 1 f, -- I - o�t5�� E \ \E E E £ E/ E EJ rE E < E _�F�E , �\ \f\ \E fl 1/ ` \ \ I .: z E E EI / EJ� EII IE (1 /E / E E /E i E E EJ E E E -4` - � '� \\F \\ E \I E1 E�� F/F J E EI4 \IE �\ \ \ .\ _ I ( S7J., -_ I I II I I / 0 . E E / E E ' f\\ << E E \\ \ \ i\ \ E` E E\ E E \ ,\ \ 1 I n I I I I %�'•.� �/�•'� TEMP. SPECIAL SEDIMENT / \ \� \ c i \� \ \ \ \ 1 1. _ •� oia� ••• y /F /E /- E E E J E j` F \E t \ E\ E E\ E E / / /E / / E E E E E c F/ ¢ \ �� -E E !E l �f \` \\E E\ -f E \ \4� E E E \ \ \\ \ \ \ \ / I , I % F2E ;\ E -_ 1_ t I I 1\ 1 / �, ��/ / � / FENCE (DOUBLE ROW) I 1�°r ' l ,\ , ~ �� \ \\ \_ `\ R III ;a, �'�i', p. ��\�.. / ,/ X rE % , . / . / . , E E / / E E . E E c E E ` E E E EI E E \E - E �\E \ \ \Y^ \4 �*- �- ,-- t \\ \ - _ s I I I j /�JI I , to Cs^ k� f'� � /E% E�F E 'E -E / E �E E /E I EI /k E / E E/ I E E/ E (E \ E EI (£ I EI E -� 4, `E- -E- _E #--- �, \ E\ E \\ E \ \\ \ \ \ ��p, \ / r � �'- �!; - c ti I r � Ll / I 1 \ E\ E E I �+, E Er E E \E \ F E`�`f., \E \ \�\ E \� E \E��E -- \� \ \ \ \\ \ 'RYA'. \\ \ Y E E \ I II E E E E i � E E / E E d E E / E E IEI E I f E \ I \ \ , E� -'E� \1t� J \ � t \ � \ _ `f_ f\ \ - \ \�\ \ \ 4 A N / I � f f1 � \I ✓ II,I I PLACE TEMPORARY CONSTRUCTION ENTRANCE E E E/ / \ f E Ems. E i5 \ EI \ \ \/ -E- E E E E E F F f/ f f E F E _ \ \ \ \��\ CC .\ E I t E f E E E I J ! ` / I�IC AT STREET GRADE LOCATION TO GAIN ACCESS pop f E f E E E E f/ f E/ E E I E E \£\ `E fI E` E E E E\ \E E`f- E\ E \E_ E` -E-'f� \f \ \� \f E \f E \ \� \ \\ \ Il� /IE f`II� / /��f�f E E \ II I III I 1 ENGINEER'S STAMP / I I \ \ \ \ \ ,,_ t\ \ \� TEMP. SILT FENCE / J ,� vI I PPP I SITE. REMOVE AND RELOCATE I MAIN DRIVE /E l ,E f f✓ E J E/ E F E/ f f/ f I F I F �£ E E)�\ E\ � f\ F\ E\ E \ E f\ f f f` E F\ E E� \\ E E \� �t` -E\ E E E\�� E� \ \ \ \\ \ \ �� J E%I r E E E F F f E E E/ E F E E E E f E E F\ t F @ E f E E\ F F \F \ \ E\ E E E1 E F !'- e\ E �' \� \F� \E = �E \ \ \ //� \ \ \\�- \ E r j� E E, E E� E- E �E I II I I / I f / < / \ \ I \ \ -- �_, �' \ \\ I LOCATION AT APPROPRIATE TIME. J H '/ /E E J E IE ! £ \ E E E E E E I E \ E \ E \E E \I E \ !` f\ E IE ` \E E\ `E \E\ \ (�\ \E \ E E E - E t`- -4� E _ E__ Jf � \E\ �(` F I_ /f -� \ \ \` _ z , \ \\ \ IJ�� \( \\ \ \_ / ,,�/ /t\E E �E - F_ E E E E �/ I I E I\ I / / f // 4 E \ E\ E \ E �E E E\ E `E E E\ E\ E E \E E\ E \E\ E\ E\ E\ E\ +t� \E \ E d\ E -S E E_ fE� t E _E E\ \� E E H \\E_-E_ \ \�.,� �� \ \ \ \\ 1\ E E E E E /1I�EII I I\ "\ \ _ O f E E/ (% E R E E \/ E E E E E I E E E E E �. E E \E E E\ E\ E E\ E \\ \ E \ E ,f, E\ E E !E E E E- E-. E E E r E\ E r i'� --E- -E�c \f\ E_ @� �\ �� \ \\ / E E E E E E �` _• E ,E) I I 11 \ \\, " -� - \/ I I E E E�E / E/ E E E\ E E\ E E E E E E If E F E F E \E E\ E\ E E\ \ \ E 4_ �\ E E 4 E E��E E �` E E\\ E �\ E\ �.f E E E �+ _ _E��E �Vi. I 'E \ E E E� -�!" I I _ -- / / / `\ \ l / `� \ \ \\ \ \\ \- \ \\ r Lam\_, \ - Fes_ - ��I� \L_ -- E E E� E f/ F/ F E E f\ E E E E\ E\ E E >E j£/ E E E ) E E \ E \� 'k F\ F I E \E -E- _E\ ,) E F -_ ��_ E E E E E IE i E E\ \ �= E - E E lE \ \\\ \ L- E _ - I� E E E E F E F \ E E E E\ E\ E E E E\ E E F/ F __ -f^ -E E E E F �6 E E <--,,* E E- _* --.E E E E E E\ rcE \ E E E E 1\ � -F-\ E f n \E \\ E - t,_ t- � =.F F k� ' E �I \ \ /I 1. / I ( < /F _,i I �E \ \-.- - E\ \ <, \ "\E E \ �\ --E� F --E- E _ J F E E - - \ 0 '\ E E \° E E\ E/ / / E E E f- JE E E E F- E \E E E E F 4- -£- *- E E E 'E E E E \ E E E E E �F' Iz % • �I I \ I PROP. TEMP. SEDIMENT ` / / I ' _ J , , E\\ \\ - \\ _ /' f \ ( �E E F� / �3 j �t I - _ E E \ E £ E E E f E F E F E t E E E E E E Z� \E � E\ E E E E E E E E E E C \ \ \ II I E IE \ �E� E/E E E- E_- F -E //y E /E E E /E E \`E f \E\£ Ems)£ EIE�E , INSTALL STORM DRAIN �.EE, E\\��F \ \\\ \ \\ ✓ / E E f E�JEE E/E 6�� E I �L /,� / BASIN #2 (DESIGN DA 21.39 AC. ).)'/ F '' f--F -E E E E 'F E_E---F I E E E\ E E E E E E F E \ �\ \`�_ \ Er,, ' \ -' / E � // / -t- y - / E I � ( EXTENSION ALONG WEST , < IE E \)) F \ E \ _ _ E / E Fr E f E I E Er E El � / day _/ I I I E 4 E\ p E l E( % �- E �E -f , E* E/ E 4' F E F, E E E I 1 F E F \ E \ E E\ E' E \ E � E/I E/ E\ Y\ \F \ F\ \ \ \ \� /`- E E E E E/ E � E/ E- t ' I \ \\ - ,� F;d / / I I \ f \f E \ E ° \t .(SEE SHEET C -309/ E/ E f I If l IE( E• /r E t t f f /F/ E /E f F F � E E E f I FI E- F f�\F \ \E\ ` + t E f \/ PROPERTY LINE PRIOR _f f / f /, \ F \ \f \a,a � -� - j E E �� /E/ E// F �/' ' E / I I II II \ \�,\ / / c E E E\ t F\ t E E t E /EI EI f IEI. E E E E E E E -/f E F / E E E EI E F E E'\t \ \E\ E\ 1k `f� E \ lE \E E/ E/ E�f\ E\ \E\ \ - E /fry E I I* I / \ \\ / I ► I \ FI *FOR DETAILS)F IF f\ IfI E IEI E F F E E -4� /E F^ E- f_'f --F\ '-* F\ F � % TO CONSTRUCTING TEMP. \�f E �F F F F E \� E :*'PROP. TEMP. SEDIMENT- /R ") I �/I / / I /0 I \ � I III / \ Z — -, 1 \ \ �,`� / I b I l Iy E E E f I J t F \F If E E E 6 E E E\ E E \E I f f\ \E E E F, E /E --k- f E,/ E */ E _f-,* - f\ A\ \F\ f\ -E ��F E E, E \E \E f \f, f/ f_ E /i! BASIN #5 (DESIGN DA 5.79 AC. ( / I / 0 J� E E E IE E E E E E A E \f \ 13.90 AC<'E\(. � E £ E /E E/ E f� E E E /E E mot- E1 \�E _*.�*_ E SEDIMENT /SKIMMER BASINS -f-�\f _E/ E £ E E\ f f J /E /�\ ) / / / -' E\ f f \\ E E E\ E \1F E f 41 E E E E \ E E\ E E \`E E \- E E f \� k\ f <� \� r e� e� c- r r- -ems e E F A F\ F f �E/ I / */ F /*- E. f\ � F` dpi E /� f I f E' E I I J EI /£/ E E \E \E \f E E fr ESE J / E I f E / , E rI I I� / I 4 ,(SEE SHEET C- 3 0 3 E ° l� ��" / I \ Lam' / °\ E f �E E E E\ E \f / E E E� E E # E E \ E \E\ `E< E" E �f `E -i -£_ I �F F F FI F �E 1•E F F E �E F /F /E F E F E F f\� FIf�F E -ELF P //f E F f Flf F E F/E'� F E c�E \�/ F E F r*-* E_4- -4 F IE f r E F ��,F�IIII�I/ < E F E ) E/ E ✓- I O . 'I \ \ \p, \ k I �\ I ` /,# I /�' / / /E �,�'V I I r r � t t -FOR DETAILS �' \� 'I / / / F \ E S I Er E E E / E E) E E \E\ E 4 \ \E \(\ �E\ �( E` _E E- E- --F` E\ \E �E E \ F E E E 1(-- f ' F_ -£, E I f F-, `E_\ 3 � j //E!\ E E\ F E /_f /E / E I E / E / f E E E E E /E /4 -'F -* �E, - 'E -� �-,- �/� II E/ 4/ � �F , - / , /fj /E E E . i I yI I I I I I ' \ I \ , \ E E E\ \E E E I 1 E / E j E E E E E E `f, \,£ \�E F \ E \I _ f- .\ E- �E \ F\\ 1E \ E \ E -E j/E__F- 'F/ fr it E E f \ E _ fy/ �4i✓ '-(� E % F/ y /E �/ fi' X / F i "E F E f E E/ E E / E E �_ i �E/ %F // X/ �F /E I \I I F/ �f L � ,* /E t ^ � - _/ : �E j �✓ �E (�\ E// E _ � E t E E ` E / I E I f / E E E E E £ f \ \ \ \ E F� E \E �E < E- * E E ,* \ "F / E ,� /E / I \ ' r / / E E �E \ E F /E E \ E E 1 E- 7- /E' /E / �/ - I// \ � E- -/f f- E F ` � _:� ' -- n F P I 1 I I II I / I p- \ \ \ \ / / \ \ \ \ -�\ \ E \E /�-�/ / ( �/� EJ E /f \£ \4\ E F /E /F //� E/ /-f' /E E E I \ \ / / /_- /� // /� -y � 1.� 1� / l` /'% E .1 /I %b �E �E\ E \ EI F I IE ,E E,/ E /F E E E F \\ E E � E ��k \ \ \ \Y� E 6--�E -E- �\ 74 \ \E\ \ \ E -- E / //E� � fr' �-,,, -, fE' \E �+ E\ E> (% �F /E / E / IC ' / /E/ € / E E F \ F \E E \ \ �E /E/ �r � h tS �>C/ /Er 1 / / // %� / /// � Erb /I II E\ E \_E E 4� iiE/E/ � E� / /�E/E � E E (E /E �E FfIL PE •��4 i II V ��_7 I \ \�O ( 4\E F IEI IEI IF // E /f E E. E E_\ E-\ E\ \F \� Ems` -- E -��• f�E �\ \ \\ \ / /j /�iF✓ E E f \E /E E/ E /E /E /El�ay/ E/ F E E F\ E E E E EI /6 E _EJ +/ �-* fir/ / /\ /-�E / __*_:�* - $- �� -�/ II \I J L ( F I/ E IE IE F E E E *- F Yy E\ E F h E E -F- _£ �( E\ E E \ E /E J / F i F ( F El f 4 /E/ _ /F /F JE I E/ F/ E E E \4 *\ F E E� / *k � Jr J /E �F/ / E/ E// E/ E E\ E 8 - E �iF�£ E I II I I > a cn \� I I � � \ \ \ \\ \ � � �/- / / / / f �/ l / / / I _/ III \� \ \ E F 1 E` E 'er E E E E _E -� _ E �£ A E E \E - E E- -h E\ E E\\ E E E -(/j Y, --E / E' / IE E� E E E/ E E /E �E F E E (! E E E 1E E/ F E E , t F/ E E �/ /,E £�/�\ � E / E E/ E JEI� E E LE A� C- -!` I I / A I IEI E� E E -F''E X'E E E �F `E \ £\ E �E E 'l- - E E -4 \E E E F \ \F E��E "F E✓ E✓�E E� / E E /E,� /y/ IE /£ / E/ E// / E E I E F FI E E / E / // / / �\ G , I I \ / - I I 1 11 /J' J/ / / \ \ \ \ \ \ - \ \ / // // 11 �/ l \ \ I. /4/� iE Ef /�` /!" / /le,____\�F EV E 'F��Eii %/i :E�E� 5.7 9 AC E�� .0 I I % J// / / / �� /f// I1 -', 1 = v m E E I I E \ E\ E- f �F- F E/E ' E E \E f\ E\ E \� � E E E\ E F\ E \� E �l 2 E 4 E /\E/ (/ Ey E E E E E E E/ F \ E\ � E E\ E f E ( I F E �� ,/ / E / E IE E/ E - -`�� fi E E- E -4 I I / // I \ \ E I \ \ \ \ \ \ \ \ / 11 / /E/ \ I / /F /// /E\�� _� _ 11��EE 1 0 ~ I / / / // �� E E E E \ �- ESE �F E F E £ E \f \E \E \E E E \E \E E E E �f� F FI F JE f F/ F - JF EI f\ f f\ F E E FI E I /E //E F E E // / fr E r �_-2'�F -F% f '/ ✓ E �, _ t- I I I �' \ E,r I J / /// / j / / /f // II I( \ / '� \ E \ i \ \ \f -E -f- -E- -E �. E E )\ E f I E I E \E E \E E f E \f E \ E( E E E E E yf /E // F/ E / j/ f /f/ / f f / F ` F (F f \f \ f `t f\ E E1 E E �F' /� / /f E E / E //E (,/ / f f / f I \ \ \E \ �f ./ - E E �E E� f -f/ /E 1�"£ F E I I I 2� / / / / / / / ( / / I I I / I ( \ \ F\F \\ - \,t, \ _ - *_1 -'!- E`\ E \ E .F E /f �E E�)£ F \E_ E E f E\ FI IF F E� E E E E /6/� `F /F/ / �E ( f�JE l /� E IF E\ \\E\ f E f \E EI E IE E /E/ /4/ /</ F //F /F /IE I/ �l6 /fI vE f/ t / \�\ */ �r- / / /`1 / II I _ O _____ / / / / /�/ / / // / / I I I / \ \l I / I /�/ / I / I )) \ \ 1 `F E \ \ /E\ f X / E _E t \ iE iE // ' -E� E E I' <E �� E \ _\ so.� _ - J l / / / / / / / J I Cy I \ \\ \ E 1F \ E\ � `ie- _E\ �E E E ,. E\ E /E f E E E E E E E (" J E/ E E E f E jr E FI F / F \ E I f� fC f -f- - F -4- E F- f\ f I E E E E E E E E/ / /E E E "��/ E I �E/ I E E E C E� // E� / F I I F �f" E / F F E -E... /E [r E- E) E/ \ I _ -- /// // / / I I I " \�7, \\ E\ E \, F\ \ E l E/ E E E E f E I f F E E Ems..._ t /" // gW t F / F(\ 0. E I I f\ f f E- -� � -.f \ *-\ �E` `� i E E E lE E E 1 I E E / tl ,E I I f/ E/ /E R// F� F F I I /�� f/ � {� f- F- -' -:9-1 -� f`_f E E F\ \E I I f I It � X�,- / r I X/ // // I / / J - \ \ \ \\ E E E �, f,TEMP• SPECIAL SEDIMENT. E i F ,, t E E f\ f I E E E f ,f Er E E`\E \II @ I EI IE f __(-__-Z _; E` E) EI I f E E I E E / /f, /E /Jf// E E E I f/ FIry H f f I /H I E E/ f � I f/ E /F __� J E F- E --(- -F F 'F 'E J I` I\ i R •i \ \ % I / // / f / I / I/ / // // / /// 1 I E E E E f /'/ E I E E A *k\"`,* \E f- 4 -i _ E E --E - E E I I r I // I / _ -_ \ / I v // / X / J • ( \ 1. E E £ E E E E E E E E E E (/E I / E E� E%j �E E /E E- E/ E/ E E % E" £ f E ) / I J / I / / \ \ \ h E E E) f/ FENCE DOUBLE ROW E E/ E +6\ E E E� E E f E EI - / / " " "�� /� I \ \f \E \ \. - \ \ \�I\ ) F /. / I 7 / E// ( l I /. // I I ) I 1 d / R /! l 11 I l I l 11 // - \ IlI \II I I \ / // / / / / / / / / / / / / / // / //� - \ \\ \ E E E/ E ( ) E E J E 'fI f E -- / e/ / E( E \ E\ E- -E- E E\ f E f I E I E E/ E /E f` AE / I E E E IE I I E if P E I I �1E I \/E E E\ IE I{ ' E/ f E /E / f E\ £ �-£ / ?. E I I I I I Ir I I I/ / J / /// / / / j // / \ /y s "A r /F E / y \.. L - E -E ��`E /Y / 4 E �E \E\ E --f; E \ J E I IEI r I EI E E /E E/L Q<7t I �E EI E I I � IE EI I q \ \ \ \ i- - - \ \-✓ I It I II \ /i / /, J / /� // / / // I I / / / / //I /� / /// / % \ �E E E E �� E :E� E �_. IE' f\ E�'E E ".'E- E1 �'�I �\ E\E �� /F�1 I r ��F ��IE �1E 1 I �. / / ' ® p �� \ E / F 1 �� r� \ \ —I \ \�\ TI IEI E �y/ II r�i� \ / I III 1 I \ J r /�/ / /� / —� E! I IE I F I EI E E E Ct� 1- �/ f_E E \ \£\ E E\ f E\ £ /F �t -E -E_g // f` E E E> E\ E\ E \� �f' \E E f/ 4/ / E IE E E Er E\ \ f �E E f E /E I I E( E \E \ E \E IEI I E F I IE I; EI IE IE/ IE/ E �/ E E/ f/ /4 /E E I I� E I I // / ) / / / /�/ / �I ,/ \• / E d FI F IE E E/ E E E , S E E E -E _E E�4 1F\ \E�- E\ E E /F � _ /'E --F_f IE IF /E E E F E \E i� \E \E �f /E, V � E � E� EI E �F EI IE E\ EI IF IF/ E/ F� E IF( E E 4 E \�`IE\ E EIIyI �{ � IEI IEI (I �// E - 4 7, / /(' /, /E- /X /* II E p /� /- Imo/ \ f / Q ED \ I� r I - �/ - _ P` F� �E\ F 4/ E - -\E I F F/ \ \ 4 / F E J E E I E I I I� I E I IE F f 1 E Y I I I # E E I IEI E -E� E E/ E/ E' / E/ 4 E 1 / J /� / / -/ f I / > E E E E I 4 - E E -�-E.. -F �E - E E E E E E''- E � E E E 6/ /F �E E / /�r I E E\ E I E E I F E E E I \ I _ / _ — � 1, \ \ 1 / / > / \ \ 1 I l ► d I ( 1 I / J I� I I I I I 1 / E / E , I ,I� \� , / / , W �E E E \ E E Ei E - -4- -T_-E� \E `` E lE �4 -� \E \ E E E f+ �/ E J E / EI I // E/ /F / J IE. ( E \ 4, IE F i \E I F £ 1F \ \E \ FI E, FI I IE \F \ E E �`f� I E I I� I A \ E E I I I E t/\� �/ I fI /ES I I 1 I I _� - - - J -- O E F \E \ E E E E -� E iflr'F� �E- -E �E- `� E -\ _� E E E /E E E E E E (/ I EC / E/ E\ 'E I E E E E E I E / I I I / 1 I I �E l `, , `t '- _ I - / _ l / I / l I 1 / `- F. _I / \ 6 J I f r �E\ \E\ F E E E I E E I IE E E '�E ^IE I I \E \ E \ E-� Y E E -/ E �E E E� h 4 E/ - _- / / I \ F F E\ E -F- E $�E _ E- jf #/ -£ - � � ` k, --* E I IF 1 -E - - E E� E �f E E 1 E I F / E !� E I EI It F /F F I E E \ \E \\ EIt E I E /E E`) 1 \ \ \ \ - I / / I I- ,t�� - . - i J '� / / g I \ \ IEI E E �4 �-/ -4 -� 3 F- * /4 ?_E�� E -E_� -E `F�E�`'E -- 7F 4 E E /f F 31 98AC.- / / \ / l I I IEI F \E `F 4 II \ ` I _� �- // /` %/ /'/ / I `4 /E C E E E I S\ E E E E E /E E E I E/ I E\ I � � E/ / / � �_ --� // �`' I O E/ t ■ E / E F /E E I F £/ E E E F AEI 4 F F f 2 _/'£ E\ IE \ \ E E E Y'�fJ� E F / I I / - F �c / / ✓ / // / / �� I m I I I \E EI- l- -E IE /iif /! �, /E i/4/ .E �� "r� �� E---F 4 E Ee= E f /f /%f, i i _/F�F /E /E> JE \�f /E E/ �+' /E I E /�/ k /�(\ \F IE \E EI \ \E \1 JfI /f E (�\ \£ E -C'I �II1 \f`\E \\ \ \E\ \E £\ `� �� /�iEi �f- j,F^E / I \ /.��/ j /��E// /� //' /' �i /'✓��' // /// / /' / //J \ >_ _� \ I \E \ \ E E/ /E / t f� /E � _ -f �iF/ -E J X/ �E \E � E -£ - t_- -E - E F_ /F / � E E E i E / f J E� / /F�j �. FEE, -# _ - ,t �� t �F E / F f J IE / E/ /E/ � / /F `E / E / f I If \ \ (J E \ E 1 EI l \q I � E f rE \ Ej 1 E / E l E 1 \ E X41 11 IEI IE 1 \ F\ E\ F , �- f J f) / j / i i f `, � � ' ` / / E /E/ / / � / / / / / / i/ /� j, / � // J�/ J \ F , E E f/ F/ F// /F -E �F'_E� /E,- -E' =f= �-_E�E --: f- � / F F E F / F / E / E I E E E' # �� ,_:�, l'r E _ i -4 -{ / /Ej E E E/ E / f N f E E 'F E I E F ` E F E E E \ FI I IF E 1 IE 1 4 E \ E\ E j/ F/ E- fr/ I / 1 V E' L E E /E E fi' f/ / v ,-,,-,o-7, / / /, / / / �r J . 3 �- - \ E f f] / E / E/ /E -F� X .F/ -4- �' - F- � _E' -E- F E �E £ / F r/ F IE f ,� //k f/ - -E /% =f- - �f= -6- -E- _ _F�� f £, F E / F /E t/ E P Fj E FI E "j/ E 1\ \ F E E I I F k I E t \E F \ E \F \ E �# E f 'm / /E r F /I I / E E` _ /E. E� E / E 1 / / -/ / / / ' /j // I� `\ / / / —. / / / /// / / �/ S / / // // I / \ \ \� l ) \ > / / /%- / / — /// / ' Y 03 � I l � �1 - E a F E/�/ /� - E F -� 4- E/ E� � -E= � -E> E -F__ E E E E h �/ F E// E �/F 'F /Fi� _ t- E� _� � F; �i/ - F E E S✓ E F /F fi F E P F I\ F \ 'E \ F F F £ IF EL E � 4 I F \ ` �F F A E Y �E / II/ / E -�\f- -E � tE� F/ F //� // `- /ter � / / I% / +'/ / I/ � //J / O / /t I < /e E /f F --F- 5' J E /f I -,, / // -- ' / - / / / /F / / / / I I I IF F E I I I / f I \ \ / / / / ^�`{{�\ \ E / / / J- / / / / /F// E / /E/ /'E /, E/� _ '+_�_ __ t /� f_ -f 1/ (/ Jf Ei F E �F^ r F (G I \ E )E EI I E d E i I I < E E E F 4� f Sy / 'F/ i✓ �/ Z\ E� .f I �E` '� '-E - E/ E i ��/ / / �/ / / / / / / / / / i'7 I � I �� I / �/ / _ _PROP. TEMP. SEDIMENT_ - // / / /� 1 / I \ \ 1 \I1 1i <. I �., /i,/ / // // ///1,/ /// /,/ /// M 1B \ \ I / I E/ E / -� -, -E- - E /t'i / fi �/ E / /E // F //E/ �F X /E `fr �- �F- �E- -E- - -E E JE E / E /E �/ E /4- -E /f / IP ty E E EJ {� I IE E E E \ f } �4 1E 4/ / E/ / /� ' / / / / - / /, / �/ / , , N / - / / // / �\/E 4 E /E / q E E f £ E E /E E E y/ / F /�E E E C E E E E /E/ E// £ f( £- _ f E f �� / / I f �, / /. �JL o® \ �' III E �I / i/ l / I � //y � /BASIN #1 (DESIGN DA 47.00 r- -k:--- ;�= �� / /�f�� / /J* ,,ICI F / £ % =E �F- j E � F^ � ��/f ,t'� f / /E /El ¢� F� E E /f f- f � E / E r F/ ( f( S I If E E I k £` ; l�iF\ E - �APPROX. LIMITS OF., / //f � /'/ / r4I EI _ _� // / / // � APPROX. LIMITS OF, I� \ - E *I 1) / /f / E c ) /" / / / / / I r / � / I I I �_E E E �E E f /F / /// /E //E / / I E 1 ■51 AC■ E / / / /�/ —// / /;. _ - - I `� I E J �i /i r y _ -�_ _ _ , ,� -� /�/ /FBI E/ �/E �_= �� _ f/ E £ /f E�F ,E E E \ I� I \ / �I.IDISTURBANCE;� // // ' J - - --' /// /' /'DISTURBANCE \ I lI I IE F IF E E SEE SHEET C- 310E -E- _F-j/ /E /E E E E 4 E E \E F� /if E E/ E E/ E, E E; IF /E /E E E /E F E \ ( I \ / fc / __I - // - / // / m g \ / @ E F E E I 4 E E E / 6/ E r I/t / r/ -,t ^�.-' e \ I - II I I 4% J 6 �F � E E ' EN �� E ,iE E �y (\E E I F � r 9 rE /E ` E \ \F \� F , £ -e J4/ E/ E / E E ,/ E/ /E f g E E F IF E\ F E �'f\ E\ \ E E E 1 E� 1\ 94.2 ACRES j /,F /., j /�� j / //� ", f..'� � � �/ ' � -/ '/ f 7,5 ACRES / �m I lL I / // / FOR DETAILS) / \ I /k l� \�' 4 /F E E/ F /E E E R E� fI E f I E J E IE I I \ I I EI �I ` \ F \ \E \ E �, E E E rE E /E E /F 1 E J /ifi��F E t_,'6 _� // // / U I I /ryI �r1I / E ///¢ E E E E /I E\ E \E�E E tE E E 't \ \E EI I4 IE( IE `E \E E f\ ) If` \ ` , IE E \F\ E E EI I I �\ \F\ E E \ , , JE/ // / // - ,'--` _ _ 4"" E E E E E I -f- -E F F F E E/ E E 4 E E �f E E 4 E � E E I E E E E\ E E E E \ F E �E "E fr / E / E E E E E\ \E E f E E E I E IE \ E\ E -' E P IE \ \� �" E/ F_ 4� I JJ /E / 6/ /F/ �/ 4 E f I E E- � Frj E E -+E /- -E_ / / // / // /� /� m I f �EI I I / yf1y( — \ \ \ I \ \ \ / `\ J Ni / I I I �\\ 1 // / //, , / / ( lr\ / / / / - / /�(/ / / / /<.11'1 I Er I EI I IF F E �f - E E E `,I --F -E E E E 8 E �1 E E \E E E E `E\ \E \ E F\ E\ E� E E F `E E /E E E E a / IE E E E )E E E /E E' /E E EJ E I \E \F EJ EI \E j F F - E / .� �E/ /(// /E/ f.� I n. E E % E/ E/ E /E �\` "/ / // / // m I ► I I� _ \ \ \ \ \ \ \ \ \ !�\ \ \ I/ I j r \ \\ / I / // I / II- \ ES 1 EI II I I i\ \E \\ c E E- E-- E -F-E -� E �E 4 ->� E \� E \E\ E \f E P 4\ ,� 4\ E\ E� 4E�E� A E )E E/ E+ { E E \E F /E /E �EI EI E\ E +E E E E I EI \E ( E/ I �I I 14\ \fr \ \\F <.1 ? <I I, �i i /. i / /.✓ /< /< /k. / rI 4 I = E_ /E - .F' /F ^\E, _ PROP. TEMP. SKIMMER ",/(. //" /� // � � / III I \F\ E \E\ `E E-��_��E_�= 4\` E -E�\ �E E\E E \\ \E \\F \�\�E \\E_ E_E \E \\E�E �E- j E \E F \E\ (F I E \F f\F \E F\ E E\ N ��E \ \E \E/ E< �El \E \F \ \<PROP. TEMP. CONSTRUCTION / E /E'�'�\`�'gASIN #10 (DESIGN DA 1.51 AC.) i 11 / \ y \ E I I \ \E \ \ E E E E E E E F F _i F � —t— �E �f•- �- \ E -tom F \E , F \ I E \ f� \E� -� F\ `f\ F E 4\ `f \ \ \ F F / E E \ E E g 11 F F E '\ E E E \ E\ \ F F F \ E \, F 1 E E F \f\ E y' E/ �-' /^ '£' E'/ / Er '/E// `E/ F W I ( \a I� E E i\ F F\ F t F�4 _� f_F-�E E -E E - �_ -E- E-, F\ F f f, E - \E 'ELF \�_F_ F � P, \ E t I 1 \ * \ it \f` f\ \ t f E`er\ E E� t `ENTRANCE - SEE DETAIL /'' £ ! _ \ p {\ F E F E- E f F F %. E\ E E E / / /I �E \I II I I I E f� E E E E E E \E E E F F --E \E\ f\ \ F\ E\ 4 % t� \`-E \E\ \ E E\ F E E E ��\l� F E E E Fl \E \ \E\ E �E E E\ E \E\ \ E F \�\ IEI EI\4 \\ E -�- -E E/ /E// , JI / % -(SEE SHEET C- 302=_ „� /�'�� a N o I \ F \ \ , "\ \ \ \ �/ \ \ •� `\ \ I I \\ 1 \ ��\ \` // / /�/,/ �j /f/ F y •� L �� / I N / \\ I-,- I I I @I I E� If \ E \ -4' -F t F E F \E \\ E F\ E F E\ E E \ E \E\ E \ \ �E- f- E F \ r f`\ F E E F E \ JF f\ F \ -f F F \F f\ f� E\ E F F E \ £ /Y /t/ /�// E/ >-,_,f // / / l \ / /� \ \ \ (n E�J / E 1 E E \ - F- E- -f' /F \ \ \ \ \ ` \ \` 4` "F--.. f J / E / �' / / \ \\ -\ _ / / i, � , / / �\ �, TEMP. SILT FENCE E E \t t' \$\ \ \F \F\\ -E \� f��\ �f_` E \E- E\ \P`�\F (\ F \F\\F\` \f E \F`F \\ * E \t- t \E \'r �_ E \� \\ \ \ \F\\\- -�� /f/ / / / %/f /� E, ", J/\ \ _ \ \, //f /FOR DETAILS) \ \� / \ E \\ F\ f \E\ E E F / /F / //E /F / TEMP. SPECIAL SEDIMENT l I/ /EII JE /E\E `E IE -E -� E E - E F E- E_E E E E E E \E \ \f \E \f -4 %\ f\ E �\ \� i\ F \E E\ E b E f _e A \E \\4\ �-f\= E \E E -E\ F \E\� E_\`f�(a F\ \4 `E -F / /F / /E /f /� //F/ /F /E/�Y / // E /� /� -- ��j- \ �� / I % (� E E \ E -. E �- - E' - E E f E f - 4� E E ,. f \E E E - E E E �+ * f E \ \ EN 14 -P � E E E �E_ � f \ \ -E- E �E\ \ \F f +[^ E E \ - F \\ ( -E f / .4 //E / / /� / f/ E / E / \ 1 � / / / (_ - - FENCE DOUBLE ROW I y �/ y I g _ \ �\A \� \ \ \ \� �� // ,/ / /\� - _ _ e ( ) f r El /�F / I EI E f E ' ESE EV -E- -f- E_ _t -E�-E - c- � - E f f E ' � ' \ f f \ H E `f f \ E \F\ \ F \F \ E E��f `E E \ E \E '4, E E\ E E -4 Y� \E f \ \E \E t \\ _ // / ` - -- I S” N - - \ P \ t\ E \ E\ \ F� E \ E - � E E E \ E 1F E \\ E `E E E E �f� /iF' \ �\ \ \� \ �- :(/ -E- //F / // / / /(/, /�/ 4�/ Y / //F/ fi /E / \ \ /- // // / / i / -_ _ f/� ,. i- \ / ,S /. /F /// a E I E E E E E'-� E� E E �'-E- E �� E_� -E E� E PROP. TEMP. SKIMMERS 'E \� \\ \ �\ \ \ - \ \ \ \ \ \\ \ \ \ \ \ �� / /��; / /� // // / / / ;/ �� /--- _- - \�"- - / Ih / Ej E E/ E E E E E -E--E _E� -E -P' E E �E_�E -rt �� E -\ E E f \£ £ \4 £\ E\ E E E E- \E \E \E F F��E\E E E E f\ E\ F \ \ \E\ F E� \� `\f E vE �f /E /<f/ E/ / /j/ /E /` I / /\ / /// / _ i� / /� .. - / /�- �_. '. \ 1 / JI l i E / E I `E ` ? E- E E - ^( -E\ - / -F - F_ E _ � -4 - �- Erg E B A S I N #9 (DESIGN D A 10.00) 'E \\ E \ F \� - E -� �E `�E \ E \ E \E E \ E E E � E\ `f E F� E \F \ E \ F\ r� ,E� E- \ `F, \ g \ \E -E- -� /E / // E// (� //t iE/ ^ �� / / / i // =N�_ - _ =� - - _ \� \ �A \1� Y� \\ \ / �� \ \E \ \\\ \_ \ \ - \\ \ \ V \\ \\ / /� // // / I \- / / /� / / /// / �� / - /�j/ t \ , / '1 p \\\ \ E\ � -E E f t .4- - 4� E- .eE- �E'- �' - `-'E -� \ \ � t t 1E \ E E\ E \ F�E E\ � \f t % \E t- �' \�4 E f- �r - E} E\ E � \ \ F\ E E\ \ I -- Y� � \E E \\E\ E -,� � / S' // E/� //� i % J ^ 4- /'\ - / / / // / '.,/ / / -> 1. \� -__ - (SEE SHEET C -308 \ \ _ \ \ \ // �� 1 . �J3 /,�/ // / // _ / _ , \\ I \ \ \��E -\ -6 -F� �E �'- E - E - t^ -4 -� E E E\ E- ''F- \h\ ��4 E E I IE \ E 'h E\ F \ E E\ E \E \E \ E -E-' \E \ E \� E E E \ -E- 4 E\ E\ E- E E E �F, \ \ E \�f - E- -t / k� // /J /�F // E// " I \ - ✓ / _ - ,// / S - \ I \\ - t - c �E E \ - '-f' - \F\ E., `E I . E \ E E E \ E \ F\ E E E \ E F� E E E E \ E �4 - I _F -* \ E- E- �E i- E ,E -�E --E- \ \E \ \- ' i / // ,/ / / ' '\ ` -/ // / / // � � % %(� \ 11 �� \ \ \ _ _ - _ ' £\ \ \ \ '� \ \ \ \ \ E\ - \ \ \ - \ _ \ \E \�E 'f' / //E /.6 fff // �£' /�, \ '� / / / / J ( �_ \� I - \ - ! _ - FOR DETAILS) \ \ > \ / // /� /% / // �; / / / ,! I w / \ _ E- `F- -- \\ �'-� F\ E\ \ F E E E \ E E E 8 \ �\ E\ E \ E E \ _ E E\ E E E f- '-F \ E E \ 'f, E -F _ - F -E� \ E \ '`�JE /,F .� / // /' � / / / /� (� — _ — _ — _ � \ _ _ \ \ �\E _ i .—E,e _ f- �-�.E r-° E - ~ �E _ F1 1� \� \\ / /- //r /� / / /�� // / /Z _� �/ // I I / \ - - - \\ \ I E'`�- _E- a �f� _ - _ _ 1�-E� -E E ,_.E A E E E E \ _ - /f Jf/ Jf ■ / / / LLJ of \ ) — —E ; — — — — A\ F\ \,(- �\ Ems _, J'/ //< / JI' // x � �1 _ / / /// / / / / // / _ O_ 0 � W \ / I `- ✓ _ _ — E--E `L - - / '- \ \ \ \ e E F \ F\ E `f E� E \ E F E F E E E F E -E E E i - f- E E F F E - ?� A \ E\ ` E- �' --E : _ X/ '\ /jJ / / / ./ ' / / / / / //� d� '' O W •. . l� / - -- h- / \ /E jr- E E -E-f -� _�_`_k =E= -� -E/` E\ \ \ \ \� E E `E E E\ f 2\ E E \f �E E f\ f\ E \E f -f- - \ .v � -1 < - E -F- /PROP. TEMP. SKIMMER" , I /�� /� =% / �- / / ; / -,,, �,- - '" — . — \ — \ f\ \ \f\�� . - \ \ \\ \� \�\ \ \ ��f\ \ F \ \E _ \ �� — / //' 1 / / / /� /i / / ✓ /�% CL W Z �'. \\ ' / �-\ E E £-- E E- ��E ='! �J El �E- � '� \ \ \�\ \ \E \ E \ \E\ E\ \ A E\ _E\ E E f F Y E \E 2\ E \� -+E� E E , � f F / / {- , \ -. / - , � / % / /�� / % //s i \•�' - , / \ \ \\ / ` -- - \ \\ \ \ \ \� \ t I . I} \ \ BASIN #6 (DESIGN DA 1.93) \_ I %/ J /� o c� o 10, . - \ \ \ L _ _ E E F E E £ F £ f- E E^ _i 1 EI E E\\ E \ E\ E \ F E \E E F \E '� F A F E f� @ l �E _� E (� E E \E E E ( i .` \ 11 - �� \\ r LL_ -_ ��- ^^ \ \ \ \ \ \- \ \\ \ \ \ \ \ \ •�� __ . - -� \ \ \ \\ / - -� /_ E E \ F f IAI �\� r t \E \ F \E A \E ��\ t\ A \F f� E\ E�E + ^E E\ `f. - -_- E E \ \E E F t \F \f �f 9.24 AC E� E E'(SEE SHEET C -304. �-. J \� " /�' �'� /� �� l l/ �a i � �' > V w `` \- _ -` C\ _� -_ S- - - - - S SSM - - - - - - - - F E I \E E` E\ . 4 \\i c E. P t E E\ ` E \ f\ E E �f' \ E \ E \ lE \\ \ \F\ E \E - I'•F \ \ E E E t E ` ` E\ ,-.E- 4 E f \\ �E -� / ■ _ �E-J•� - ' i - IL -` �\ �J, � �� f l/ / /� / \ / / W W In O W '•� - i \ - \��. \_ SMH ` _ ° J�- S - - - - -S E 4 \E \E E \t �\ E \E �E \..E\ \E,: E E-E- t, \`EL�� \E \_,£�f , E E \ \E f,_ F�f F✓"E ��E- E -� c �f-�6 �'/ ;FOR DETAILS I II --� -1— / // /// 0 -� -v -- \ \� \ E \E �E \E- E� \\ f E \\f \E E� E \f\�£ -� \' iF E , E \`�E iF E- c _ E F f/ E�� /i I`1 I /\VI�� /j / //f / / ��/ / \\ O Ul _-, '�-_ - -, \ - \ -\ \\ E \i-F F FEF \�l \\E \F -E 3.60 AC. � E E_E� \ 3.09 AC■ E'vEE \•E\ EFEEEFE\ FE�E�E� -%,, ' %4/E�'�'_ Y�i 'II \'. /�v ". -� // - \ /// / / O >?<�__��:_L______ E E \E \E E \ � E E E E. E E E/ E \- E f -E � j j /� 5� -f E' I �, / ` ` .. .� _ - \ /' \S \ \ - E E� Y E tl) E �£ \ . \ __E E - E \ E \ I A ) E E E E E E h F E E fr ,E ,E - f� �� / /E /�j /� // I: E ° I I I / / (n / / / / / Lo __ - - - E \E E E E r E EI E -E \ E E\ E E II E E E F F E E F / '.F- E y- /fry (/ /i _ S( _* � -�E E �I# I,I I\ Ili!' ' , __ �.-- ,= — � =� —\ /o \\ \ \ \ \\ — \� \\ \ IE F IEI / — / /% / // _ / / I d1� I)•_` / — —1 �/ \ E E E 4\ Y� \ F E� \ Y , E E F `F E �F E 4� E E E E E E- F -E E E E `E-/ �/ X i / /fig. ' '' N PROPOSED DRAINAGE \ _ -- =`� / \ S \ E E E \ \ \E � yt\ E £ -E E\\ E\ \ \ \A Y\ I� �FII \(� I \FI\ CE E E E E /E E E F✓ � /�4 5 �� j /�� -�/iE� /'/t Er I I 'II \I (,, , I/ /, / \— \ \E 1 — ✓✓ /�/ S /// E — —i \ \I �. /ice/ \ / E \ i5 E E \E` �- -E' E E E E E \ F E E 4_ J E E E -F E E FL / E/ / / /� 4, E E/ / - _� L \ \ \. E \� \\ \ �1. � F F�f \E\ � \E \ E 4 � \E E ` E E F E E E - /�. /jE i E /',t �iE - ; � �� `I �,I � / ' /,/ / AREAS (TYP.) / -- - \ \ \ � I �\ \It F\ f a - * F E \E \* \ 1 F \ \ k \ -PROP. TEMP. SKIMMER% - :�> � ;� E �K� . \ I / / j /, E E �' F E E E Fi iE � / � -/ / / / \` \\ \ I\ \ \ \ E >E\ \ ��_E\\ \f t F \\ E f f✓ F \� 4' BASIN #7 (DESIGN DA 9.24 AC. / /'/ / E, £. /�`� J I AIII� q / / �`\ f \ § ' I \ \ \ \ \ \\ \\ - \ \ \ \1_ f\ \ \E \E \ -\ f\ �\ \ f \ t� f/ \F 'E' i ) 'F /JE /F / - \- ��. I I �/ \ \ \\ \ \ \ \\ \�� - =� \� f \* \F \`PROP. TEMP. SKIMMER'` F ' (SEE SHEET C -306 E E �' / /�/ / -� �' / / / I1' ,, � - - _ _ � \ ; _ \� \� \� `�� \BAS IN #8 (DESIGN DA 3.09 AC.) �E ) E J �J/ / / / /i� I I x � , W \\ \�� \ E f .F /, s / / \ i \ \\ \f F_� `� \ FOR DETAILS / rI / / �, \ �� \\\ - � \i E E _ -F - f / E - / L /(n ,- I 1 / Q - - _ — \�\ �� \ I = 5= - \\ \\ `�j (� (SEE SHEET C -306: E / _ �J /� / / /// / - - \\ . • \ \ / \ `� \� \ \\ \ \\� \'` `4'E I £I FOR DETAILS) - -_E -,F f t % E/ �; , / -�j J / /// I � (\ _,_� � > - - - \ _/ _ - _ �\ - �\ �\� \� \\ �\ \ \ P E \ _ E £'_F JF'/ / l' - .�\,� / /- p i ,I _= / / W Q m U - - - \ \ ',\ \ / \ -\ �\ ,N\ \F- \ E "1 "r,- `_ -F ✓ - - _E- < l JF //, / X' / / -_ -/J - / i' I X Il �1 /- ✓' _ / �� ^ \ \ \ I l� \ \�F \\ lE\ \ E \ E E� F �E— E— / E/ / F/ / T n � / / ' _ � I Z OPPORTUNITY \ � —` / �. - = 1� � \ E,I� \�E` "e` `'F E7� — , .E / -r F ��/ /� / /,�/ / / � /�I /' / I/ i \ \ ---\' �_ tI E it / - 4 E ✓E- / �// // f I _I$ I z � '- � \ \ \ \ \� —� _ _ E // r / j �/ I r , I 11 1 � � \�\ I I __ - -- ' \ -- F / / / /� %i �/ / � / I W I PROJECT 1 �' ` X —x _ 'I o I—� I NOT TO SCALE \ In x A 1 / I I Q z J O Q U I- O z F z O w Qf Q J U 0 E 0 E OR It g�0 .. .FO 02 R0 U W m 3 o is 5 z 0 zX o t00 msa &-0 agz5a ON U r. 3 ,a s w N r Z < J W0- J U Wz a] v / J [)� J Ur 'N <r ■ ) \W C co O `st0o :] I /' .� _ \ �' x � — — � _ _ O I DATE DRAWN OCT., 2014 I \ TEMP. SILT FE,NCE DRAWN BY RLC I \ _ cn >--I McGILL PROJECT NO. 12.01416 o Y2" 1" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET W A S S O C I A T E S ENGINEERING -PLANNING -FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 H HICKORY 15" i i j �' / 1 / / / •` �� \ \ \ \\ \\ \ \ \\ ` \\ \ \ \ \ \\ \\ \ \ \ \ \ \\ TEMP. CREEK CROSSING SHALL BE REMOVED AND STABILIZED PER DETAIL •� \ \11 \\\ , \ \ \�� \\ \ \ \ \ \\ \�\ \\\ LEGEND — FOLLOWING PROJECT CONSTRUCTION \ \ \ \ \ \\\ \� \ \ \ \ \\ PDS - \\ \ \ \\ \ ♦ \ \ \ \\ \ \\ PROPOSED PROTECTIVE DRAINAGE STRUCTURE _ - �♦ � —�'"T �� \ 1111 111\ I • \ `� \ \ \ ! \ ( ` 1 \\ \ \\ \ \ \\ Mfg \ \ \ \ \ \ \A - -- \ PROPOSED TEMPORARY SLOPE DRAINS \�/ � \ \V \ � \\ \ \ \ \ \ \ 1 1 1111 \\ _- \ \ -� - \ `\ \ ` \ 11 1111 1 \\ \ W W v PROPOSED TEMPORARY DIVERSION DITCH v � � � v v vv v vv�v �v �v yv -.. 111 v v•�� . � I v v , C - G \ \ \ \ I 1111111 11 \ \�. \h'\ I \ \ \ \\ PROPOSED TEMPORARY SILT FENCE TEMP. SILT FENCE \ \ \ \ \ \ 1 PROPOSED PERMANENT SEEDING 1-', \ \ \ \ \\ \\ \ \ \\ \ \ \\ _ \ \\ \\ 1 \ \ \ \ \ - \ \ ED � \ \\ \ \ \ \\ ` W \ 1 1 1 \� `�� I \ \ \ \ \ \ W \ \ \ \ \ \ \ \ \ \\ \ \ \ I ` 1 1 \ \ \ \1 \ \ \ EXISTING TREELINE \\ \\� \\ \ \o \\ \ \ \\ \\ \\ \ \� \\ ` \ \ ♦� 1 I11� \ \ \11 \\ ` _ \ \ �� PROPOSED TREELINE I _ - a\ \ \ \ \ \ \ \ \ \ I \\ Y I \ \ \ • \ \ - - - - -- - - - - \ \\ \ \\ \ \ \\ \\ \ \\ \\ \ \� \\ \\ \ \\ \ \\ \�\\ \ \\ \ \ \ \ \\ \ \rll ;\ \ \111111 \\ ` \ \ \ \\ \\ \ \\ \ \ \ \ \%� I \ \\. 111 \ \� PROPOSED STRAW WATTLE W \ \\ \\ \ \ \\ \ 1 I\ 1 \ \I\ \ 111111 \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 \ 1 I I 1 \I PROPOSED LIMITS OF DISTURBANCE \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \\ 1 \ \ \ I I I I 1 \1 1 \ I 1 I I I I I I I I 1 111\ \ I OCS PROPOSED OUTLET CONTROL STRUCTURE 1 1 \ , O O W-,W PROPOSED FENCING -SEE LAYOUT PLANS = TEMP. SILT FENCE \ \ i�� \\ \\ \ \ \ \\ \ \ \\ \ \ \ \ ` \ 1 I 1 1 1 1 1�\ \ I I ►III I III I I1 II `� _ PROPOSED DITCH /SWALE LINER (SEE GRADING = OUTLET -SEE \ \ \ - \ ` _ ' \ \ \\ \ \ \ \\ \ \\ \\ \ \ I 1 1 I I I - 1 I I \ I ` PLAN AND DETAILS \ \ 1 \ I 1 1111111 III 1 DETAIL SHEET C -50-1 � TEMP. SILT FENCE \ \ \ \ \ \ \ \ \ \ \ \V 1 1 1 I PROPOSED TEMP. DIVERSION BERM AT TOP OF W 4J \ \\ FILL SLOPE \ \ \ \ \ \ _ / v� • \ I I ` \ V v \ v v vv A A V A A V A I I 1 1 11 1/1111 Ili I, " ,1111 I � � \/ �\ \ \ \ \ \ \ \ \ I I I I 1111 II�IIII I : 11 ►► III \ ` ACCESS TO MV ELEC. \\ 1► i 1 1\ I I I �1 I i 1 I 1 I II 111111 `1 I I I I '"\ \\ � \ \ \ \\ \ \ LINE ROUTE II I� II� \\ \\\ \ I \ \ \ \ \ \ \ \ \ I 1 I 1 I \ I I \\ \\ \\ IF CLEARING ACCESS TO \ \ \ \ \ I \ 1 1 \ \ I I I I ` I 1 1 1 II I \ \ \ \ \ \ \ 1 1 I IIIIIIII II 111 I1 I I 1 \' 11111 \ \ \ \ \ \ \ \\ _ \ I I \ \ DIRECTIONAL DRILL PIT \ 1 I I I I I III �\I I ► I \ \ \ \\ \\ \ \ \ w \ W 1 1111 \ \ \ \ \ \ \ \IS REQUIRED, PROVIDE \ \ \ \ SILT FENCE AT APPROX. \ \ \ \ \ 1 \ \ \ 1 I I III I I I I I 1 I LIMIT OF DISTURBANCE III III I I I I \ I I IIII IIII I , 1 11111. 1 \I \ \ \ \ \ \ \ \ \ \ \ \ \ I / \ \ \ \ `\ \ \ \ \ \ \ \ 1 111 11111111 I 1.1 I I 1111\111 \ 1 111 I \ �• \� \ \ \ \\ \ \\ \� \` \ \ \ \ \ \ \ \ \ \ \ 1 I I I I I III I I I 111 111 1\ \ \ \ \ \ \ \ \ \ l l I I I N \ \\ \ \ W \w \\ \\ \ \ `\ \\ \\ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \` \I \I / \ \ I \ \ \ \ �\ \ \ \ ` \ \. \ \ \ \\ \ \ \\ \ \ \ \ \11 \ \ \1 III I I I�I I 1 111111 I ,111 s \ �• \ \ \ \\ \ \\ \\ APPROX. LIMITS OF 1 \ 1 1 \ \ 11111 1111111,1 DISTURBANCES I I I I 1 1 1 111111111 I I I I I ` \ � i I I I 1 1 1 \ \l 11111111 \ I 1 \ \,\ \ \ \ \ f 7.5 ACRES \ I I 1 1 1 \\\ \ \ \ \ll ► I I I 1 111111111y. \ \\ XI 1 \ \ W 1 ` \ 1�\ \ TEMP. SKIMMER BASIN #10 \\ \\ 1 \ \REQUIRED SURFACE AREA = 2,285 S.F. \, \\\ \ 1 1\ 1\ \ I1 \1 \\ \ \\ \ �. \ \ \\ ` 40 0 20 40 80 x\ ` 1 �l� \ '�\ I \ ' \\ _ \ \ \SHOWN SURFACE AREA = 2,400 S.F. \ TEMP. SILT FENCE \ \ \ \ ,SURFACE ELEV. = 901.0 I \ \ a I ' y \ \ \ \ \ \ \ \ \\ \ 1 \ \ I \ \ \ \ \\ \ \\ \\ z \ GRAPHIC SCALE I INCH = 40 FEET \ `\ REQUIRED VOLUME = 2,718 C.F.I \ \\ \ \ W \ \ \ \ \ D = 2 WEIR = 8 (ELEV. 902.5 \\ \ \ \\ \ \ \ \ \\ \: \ \`\ \ \ • I \,TOP DAM = 903.0 BOTTOM BASIN = 899.0 4 ORIFICE » » I \ \ \\ \\ \ \ \\ \ \ \ \ \ \ \. \1 \ \ \\ \ 1 \ \ 1 \ SKIMMER = = 1 I 1 \\ \\ \\ \\ \\ \ \ \ \ LASS 1 DISSIPATOR 1 I \ 1 BAFFLE PLACEMENT AS SHOWN I I \ \ \\ \_ \ \ \\ \ \ �\ = 10.0 : W = „13.75 \ , \ \ �\ \ \ \ 1 1 \ \ \ \ \ \ 1 1 �� \\ \ \ \\ \. \ \ \ \ \o\ \ 1 \ \ 1 \ ' I 1 \\ \ \ \�\ \ \ \ \ \ \ \ \`� \ TEMP. SKIMMER BASIN 10 CAN THICK = 24 \ 1 \ \ \\ \ I \ \ \ \ \ \\ \\ \\ \ \\ \ # \ \ PROP. TEMP. SLOPE, PROP. TEMP. SLOPE \ \ \� \ \ \� \ \ \� \ \\ REMAIN AFTER CONSTRUCTION IS \ \ \\\ \\ \ \\\\ DRAIN - 24 \ I I 1 DRAIN - 18” \\\`� `\ _ \ \\ 1 \ \\ \\ COMPLETE. REMOVAL IS NOT \ f� PROP. WATTLE TYP. 1 \ \ ► ► 1 1 I , 1 \ \ \ \ \ \`\ \ \` \" \ ` \ \ \ \\\ \ ' \ \ \ \\ \ REQUIRED. \ \ \ \ \ TEMP. DIVERSION DITCH 1 1, \ mum own V moo woo \Too \ \ \ \ \ \ \TEMP. SILT FEN CE \ \\ \\ \ \\ \ \� \\ \\�\ \� \\ \ \ \ \ \ 1 I \ \ \\ PROP. TEMPORARY. / -\ � W \ PD \ \ RIP -RAP DISSIPA TOR '\ \ \ \ \\ LENGTH = 8'X'\,\\\\\ _ \\\ •\ \,\ \� \ \\ \��\ / 1� \ \ 1 \ 1 \ \ \ 11 x \ \ P P P P \ END WIDTH 12'.\\\ '\ P \ I \ \ \ \ \CLASS B STONE 18 » THICK:\ \\ �1 \ \ � \\ ..• I Li W \ O O O O P O O O O F \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ PROP. TEMP. SLOPE` V/z P I �., -� \ � \ �\ DRAIN - 18 Q\\\�\\ \ I x I I 1 1 c o 0 0\ !,o o � >..�� P/ V) PD \ \ �A V\ \ A \ O L' -/ 94G \ \ \ PROP. PERMANENT TYPE 1 \\ IMMEDIATELY UPON COMPLETION \ � ' P P PROP. GRAVEL LOT `� P P \ �� ! l\ USING SC150 OR APPROVED EQUAL 1 1 TO REMAIN `� ( ) WALE TO DIVERT CLEAN WATER 1 I ` \ I I k, (TO BE CONSTRUCTED PRIOR TO I I \ \ \ \ 1 \ \ \ \ \\ \ \ \ 1 SLOPE WORK AND MATTED 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / _ I � I PERM. DIVERSION BERM AT \ ` 1 \ \ \I I\ / v IMMEDIATELY UPON COMPLETION 1\ \ P 1. ( P P P \ \\ \ \ \ \\ \ \ \ \ \ \\ \ \ \ \\ \\ \� \ \�\1 \ \ ' USING SC150 (OR APPROVED EQUAL) �, \,` \ \ \ P P P =\ TOP OF FILL SLOPE. MAINTAIN \ \�` \\111111 \ \ \\ \\ ON A DAILY BASIS - (TYPICAL) \ \ - -SEE DETAIL SHEET C -502 N PROP. TEMP. CONSTRUCTIO v_, J ' I ENTRANCE SEE DETAIL ' Flagpole II �P ' ' 1 , � � ( � II � oUi`��U�vi( -` � �,�/� v/ -`�-�i /moo o., of I ) o 1 \ \ i l I I / J \ J TEMP. SILT FENCE - -- sign = , �. ) // _� -A -- \` \I I i i/ �/ / / J /) 1 / I �' i 1 / ' —"7 l e►� / / , / J i i / / / / / i —�— — / i \ \ —ROW -- — ROW - - -- -ROW - -- OW _ E- Awd- — _ - -- / —_ I — \ —T -- �_ -- \` , \ — —ROW — -- ROW - - -- - —\ —�— / 1 \ \� \ - - -W -- = - -W - -- —W -- — \ `\ `�\ \ �� \ \`� \ 7-- __W 1 I--------- - - - - -- --- ---- -� - - -% -/ W \7� ll —T \ - - / W —G— KELLY BOULE � ' G-- - - - -= - -- G--------- G--�— _G -- \ = -------- - - - - -- / / G— — - -- \ ----- ' / ( ---------- - - - - / , v / I NOTE : SEE GRADING PLANS FOR PERMANENT DITCHES, DRAINAGE PIPING, INLETS, AND RIP RAP APRONS PROP. SED. BASINS ARE CONTOURED AT 1' -0" INTERVAL a �i r �) Z I Q o CD co CD� Q M [r) ' o O � U � o m o Ir z ° � U \\`fitt11A!io EAL r, _ = 041595 ENGINEER'S STAMP Lo PAI 0 o � Q Q U > _ w � J � 0 o 0 z M J ~ J z w Y :2 w Of N Q rr) U m U m 0 I 0 N 0 0 �I N cf) Z O — W z o U- W w Z w 0 V, 3: > � z 0 w o 1.- :2 w O w w D 0 0 vi — ztlt z 0 N w 0 w Q m U OPPORTUNITY I9:Z•11111011 Z Q J O ry Z O U Z O U) O W w m `s[liker:3 3 0 �c m 0 r s 0 o= � F o� U W � 3 �g o� y 0 z� �sa a� yC_1 U C 3 �W � N DATE DRAWN I OCT., 2014 1 DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING -PLANNING -FINANCE C=302 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 LEGEND PDS 0 PROPOSED PROTECTIVE DRAINAGE STRUCTURE - - - PROPOSED TEMPORARY SLOPE DRAINS ` _ ` _ PROPOSED TEMPORARY DIVERSION DITCH 1 PROPOSED TEMPORARY SILT FENCE / x 1 \ I PROPOSED PERMANENT SEEDING ED � EXISTING TREELINE IIII ILDI \ I I l i I I I I \ / 1 1 � PROPOSED TREELINE PROPOSED STRAW WATTLE - - - - - - - - - - PROPOSED LIMITS OF DISTURBANCE OCS PROPOSED OUTLET CONTROL STRUCTURE / %/ i ! I / / '� FI a gp of e M / i LP � o c o PROPOSED FENCING -SEE LAYOUT PLANS - ' - / / / ` C I n / ` x _ -- PROPOSED DITCH /SWALE LINER (SEE GRADING - - - - - J -�! /Jr1 ' x x — — — — — — — — — \ Tom, — — � PLAN AND DETAILS _ _ — � — � / / �/ � �_ E`— ROW-- .� ^ ^ / I ROW - - - .- - ROW - -• - - - - - - OW FH w w ��J T ■ ■ ■ ■ PROPOSED TEMP. DIVERSION BERM AT TOP OF `�-'" (� �� I ` - - - -_ -I- ROW -- ROW - - - -- -- T - - - -- / ( - - -00 R0 \— I - - PROP. TEMP. RELOCATED FILL SLOPE ROW - -/ ROW � I I � - _ -W - -- -W -- ----- ROW - - - -- ROW - - -- -- ROW - - - -- �_�.iv / �� W----- W---- -W - - -- - TEL yr _W__ �— G V _ -G - -- CONSTRUCTION ENTRANCE- n s 0 3 Wo �0 m 0 0 N iY = N 0 � F Fo V 1 a� W 0 od QF s g y O Sw 2 ~ O �o aFSSF =a O g � �W N r \o,, i i Alin., 1 � EAL 061598 ENGINEER'S STAMP - - - - ROW - - -- -ROW - - - - -W- ___ _ _ -- - - -- ROW - - - -- ROW -- -ROW- -ROW- _ / - -W - - -- I WEB - - - G----- G- - - - - -P -- FENCE � SEE DETAIL SHEET C 502 '� - ROW - - - -- ROW - -- WH - -- W---- -W - - -- i G - -- - -- -G -- -----------W � G � TEM SILT F E WV ---- W- - - - -W- __-- G---- -<, - - - --r - ----- - - - - -- -- V_ W- - - - -G- �I ----- - - = - -- - - - - -- -- -------- - - - - -- -� - - - -- IW— — .4w ---- c- - - - -G— I I— — — 3 ----- - - - - -- +---- _ -- - -- - -- - - -- KELLY B 0 ULEVARD w - - - --- - _ I- - ! ----------------r- ------- TEL PED ,ter,. _ — —. j �� ./ i C)- 3 - ROW = = -- -ROW -- - -RON 7 LP - ROW - - -- - -• -ROW - - -- ROW - -- � � �D -� / -ROW - - -ROW 1 P I J\ \ \ \ - - -- ROW - - - -- ROW - - - -- ROW - - - -- ROW----- RO'�1 - - -- - �\ / L r - ) 92� uj.!'� -�� \ 1 \ � V• � C ' I \ \ \ �/ - -�— 1 I I \ °� ` -- - 936 \ Si n 932 \\` PS II I I I �_ 936 �, - -\ g l 934 �� 1 934 \ w 0 - -- -- -- �-- �-- 9 36 PDS `ti`;, 3 2 O I I � �• - � � I I I I I \ 7 v X,5\\ I ` l \ \ i / ROA— D B PROP. SECURITY FENCE N \ LJJ z I / PDS w LLJ > V/ J 0 0 _ m z I. z I x✓ / / I I I I \ \\ \\ \ \ I 1 \ __j 0 \V A \ \ \ \�� w / \ \ \ \ \ PROP. INLET \ ,� I / \ \ \ \ \ \ PROTECTION N Q x I I I TEMP. DIVERSION BERM AT \ \ \ \ � \ I / Z �, u APPROX. LIMITS OF I I TOP OF FILL SLOPE. MAINTAIN \ ` \ I (TYPICAL) / \ DISTURBANCE? I I I I - (TYPICAL) \ m IiI \ ON A DAILY BASS ( P CAL) CONSTRUCT BASIN BY INITIALLY ,,r,.� �,�o J U. f94.2 ACRES I, I CONSTRUCTING DAM ACROSS ` °' m / l V � LOW SIDE OF BASIN / I TEMP. DIVERSION DITCH ^^^N r r s ti �l I j► w \ ONCE GRADE INSIDE BASIN � IS RAISED, PROVIDE TEMP. \ \ \ ao N 0 0 2:1 SLOPE FOR BACK SIDE 1 Q, N OF BASIN \ 4�� U \ Lo W i �- \`\ \ °\ SET TOP OF STRUCTURE \ J / I ' / z zo w AT ELEV. 919.00 AND \ - ' / O v-, m \ \ — w z LEAVE OPEN TO PROVIDE �ti� / o U o EMERGENCY OVERFLOW I / > N Ld '� I \\ FOR TEMP. SEDIMENT PROP. PERMANENT DITCHES I _/ / n BASIN #5 `� / ✓ 0 cn (SEE DETAILS) i� TEMP. SILT FENCE 0) I - sue-- -' t J PROP. WATTLE (TYP.) TEMP. SEDIMENT BASIN W/ RISER #5 N "� REQUIRED SURFACE AREA = 8,795 S.F. \ \ �^' '%" \ �, _ �" SHOWN SURFACE AREA = 9,147 S.F. - I \ `- �' - W �- 1 / SURFACE ELEV. = 918.0 PROP. 4 x 4 SOLID REQUIRED VOLUME = 10,422 C.F. WALL RISER STRUCTURE ° D = 2'; NO WEIR TOP ELEV. 918.50 P DAM = 920.0 BOTTOM BASIN = 916.0 INV. OUT 913.00 SKIMMER = 4" ORIFICE = 2 (ATTACH SKIMMER TO BAFFLE PLACEMENT AS SHOWN \ STRUCTURE) 0 0 20 40 80 120 �%P� i� iii!" PROP. 18" RCP GRAPHIC SCALE I INCH = 40 FEET CLASS III PIPE 33 L.F. ®1.51% \� ALL 2 1 SLOPES SHALL BE MATTED- \IMMEDIATELY UPON COMPLETION 26 USING SC150 (OR APPROVED EQUAL) — MATCH LINE -SEE SHEET C -305 NOTE : SEE GRADING PLANS FOR PERMANENT DITCHES, DRAINAGE PIPING, INLETS, AND RIP RAP APRONS PROP. SED. BASINS ARE CONTOURED AT 1' -0" INTERVAL z Q J 0- O 1 z O U z O U) O W W m w a m U OPPORTUNITY g22 / PROJECT 11098 / / — — — DATE DRAWN OCT., 2014 DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2" 1" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING • PLANNING • FINANCE C=303 1240 19th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416_05- EROSION. DWG V/ 0 . O U) O CO QO m O o . i� W Q Z O _ LO 2 � U s 0 3 Wo �0 m 0 0 N iY = N 0 � F Fo V 1 a� W 0 od QF s g y O Sw 2 ~ O �o aFSSF =a O g � �W N r \o,, i i Alin., 1 � EAL 061598 ENGINEER'S STAMP - - - - ROW - - -- -ROW - - - - -W- ___ _ _ -- - - -- ROW - - - -- ROW -- -ROW- -ROW- _ / - -W - - -- I WEB - - - G----- G- - - - - -P -- FENCE � SEE DETAIL SHEET C 502 '� - ROW - - - -- ROW - -- WH - -- W---- -W - - -- i G - -- - -- -G -- -----------W � G � TEM SILT F E WV ---- W- - - - -W- __-- G---- -<, - - - --r - ----- - - - - -- -- V_ W- - - - -G- �I ----- - - = - -- - - - - -- -- -------- - - - - -- -� - - - -- IW— — .4w ---- c- - - - -G— I I— — — 3 ----- - - - - -- +---- _ -- - -- - -- - - -- KELLY B 0 ULEVARD w - - - --- - _ I- - ! ----------------r- ------- TEL PED ,ter,. _ — —. j �� ./ i C)- 3 - ROW = = -- -ROW -- - -RON 7 LP - ROW - - -- - -• -ROW - - -- ROW - -- � � �D -� / -ROW - - -ROW 1 P I J\ \ \ \ - - -- ROW - - - -- ROW - - - -- ROW - - - -- ROW----- RO'�1 - - -- - �\ / L r - ) 92� uj.!'� -�� \ 1 \ � V• � C ' I \ \ \ �/ - -�— 1 I I \ °� ` -- - 936 \ Si n 932 \\` PS II I I I �_ 936 �, - -\ g l 934 �� 1 934 \ w 0 - -- -- -- �-- �-- 9 36 PDS `ti`;, 3 2 O I I � �• - � � I I I I I \ 7 v X,5\\ I ` l \ \ i / ROA— D B PROP. SECURITY FENCE N \ LJJ z I / PDS w LLJ > V/ J 0 0 _ m z I. z I x✓ / / I I I I \ \\ \\ \ \ I 1 \ __j 0 \V A \ \ \ \�� w / \ \ \ \ \ PROP. INLET \ ,� I / \ \ \ \ \ \ PROTECTION N Q x I I I TEMP. DIVERSION BERM AT \ \ \ \ � \ I / Z �, u APPROX. LIMITS OF I I TOP OF FILL SLOPE. MAINTAIN \ ` \ I (TYPICAL) / \ DISTURBANCE? I I I I - (TYPICAL) \ m IiI \ ON A DAILY BASS ( P CAL) CONSTRUCT BASIN BY INITIALLY ,,r,.� �,�o J U. f94.2 ACRES I, I CONSTRUCTING DAM ACROSS ` °' m / l V � LOW SIDE OF BASIN / I TEMP. DIVERSION DITCH ^^^N r r s ti �l I j► w \ ONCE GRADE INSIDE BASIN � IS RAISED, PROVIDE TEMP. \ \ \ ao N 0 0 2:1 SLOPE FOR BACK SIDE 1 Q, N OF BASIN \ 4�� U \ Lo W i �- \`\ \ °\ SET TOP OF STRUCTURE \ J / I ' / z zo w AT ELEV. 919.00 AND \ - ' / O v-, m \ \ — w z LEAVE OPEN TO PROVIDE �ti� / o U o EMERGENCY OVERFLOW I / > N Ld '� I \\ FOR TEMP. SEDIMENT PROP. PERMANENT DITCHES I _/ / n BASIN #5 `� / ✓ 0 cn (SEE DETAILS) i� TEMP. SILT FENCE 0) I - sue-- -' t J PROP. WATTLE (TYP.) TEMP. SEDIMENT BASIN W/ RISER #5 N "� REQUIRED SURFACE AREA = 8,795 S.F. \ \ �^' '%" \ �, _ �" SHOWN SURFACE AREA = 9,147 S.F. - I \ `- �' - W �- 1 / SURFACE ELEV. = 918.0 PROP. 4 x 4 SOLID REQUIRED VOLUME = 10,422 C.F. WALL RISER STRUCTURE ° D = 2'; NO WEIR TOP ELEV. 918.50 P DAM = 920.0 BOTTOM BASIN = 916.0 INV. OUT 913.00 SKIMMER = 4" ORIFICE = 2 (ATTACH SKIMMER TO BAFFLE PLACEMENT AS SHOWN \ STRUCTURE) 0 0 20 40 80 120 �%P� i� iii!" PROP. 18" RCP GRAPHIC SCALE I INCH = 40 FEET CLASS III PIPE 33 L.F. ®1.51% \� ALL 2 1 SLOPES SHALL BE MATTED- \IMMEDIATELY UPON COMPLETION 26 USING SC150 (OR APPROVED EQUAL) — MATCH LINE -SEE SHEET C -305 NOTE : SEE GRADING PLANS FOR PERMANENT DITCHES, DRAINAGE PIPING, INLETS, AND RIP RAP APRONS PROP. SED. BASINS ARE CONTOURED AT 1' -0" INTERVAL z Q J 0- O 1 z O U z O U) O W W m w a m U OPPORTUNITY g22 / PROJECT 11098 / / — — — DATE DRAWN OCT., 2014 DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2" 1" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING • PLANNING • FINANCE C=303 1240 19th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416_05- EROSION. DWG M O (h U H uj ui 2 Cn ui ui LLI Z J U Q LEGEND PDS PROPOSED PROTECTIVE DRAINAGE STRUCTURE m PROPOSED TEMPORARY SLOPE DRAINS PROPOSED TEMPORARY DIVERSION DITCH \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ PROPOSED TEMPORARY SILT FENCE o 0 0 PROPOSED PERMANENT SEEDING EXISTING TREELINE \ \ \ \ \ \ \ \ \ \ \ \ I I 1 1 \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \\ .�\ \ \ 11111 \ 1 11111 \ \ \ \ \ \ \ \ \ \ \ \ \ o 0 0 0 0 0 0 0 0 \ i\ \\ \\ \\ \\ \\ \\ \ \ \ 1 I 1 1 \ \ \ \\ \ \� \� \ \ \ 111 (1 Ilp II \ / / / / I ► ► ► I I I I I PROPOSED TREELINE ' \ \ � \ \ \ \ 1 , ` \ \ � \ \� � � \ \`� � \ \�� \ \ \ \\ \ \•� \ i I I III \ , / / III l / I I � I I I I \\ \ \ \ \ \ \ \\ \\ \ \ \\ \ \\ \\ 1 \ \1 C ��I' i / i i i I� I PROPOSED STRAW WATTLE �\ \ \ \ \ \ \\ \\ \ \ \ \\ \\\\ \111 \ \\�\/�1/I \ / II IIII IIl!li PROPOSED LIMITS OF DISTURBANCE ---- - - - - -- --— OCS PROPOSED OUTLET CONTROL STRUCTURE PROPOSED FENCING — SEE LAYOUT PLANS ow — tow \ - — — — PROPOSED DITCH SWALE LINER SEE GRADING PLAN AND DETAILS i <ll( \� - - - -�- FILL SLOPE - -------- - - - - -- - — — — T— " - —\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 -- - - - - -- \\ ------ - - - - -- L \ / < ARD - / - - -- �-- \KELLY BOULEV - - -- - - -- , \ \\ _ -------- - -\ - -- --- -1- - -- ---- ROW - - - -- - - - -7- _\ ' \ \, YARD\ INLET ROW - - - -- — ROW- / / \\ \ \ — ROW - - - -- i � / / I / \ II s ROW -- ROW - - - -- T / \ - -- ROW - - -- — / / ` \ \ \ \ \ \ \ \ 1 1\ \\ \ v `� — JI_— �I_ - -_ `— ,_— - - - - -RUW \�--- RON( - - - -- ROW - - -- -ROW -- - I \ 1 \ \ \ \ \ �_... _�_�•+w� 1 1 \ \1�� __:T7777:77 77 -- TEMP. SKIMMER BASIN #6 I \ L \ \ APPROX. LIMITS OF - \ _ _ _ _ _ , , REQUIRED SURFACE AREA = 2,932 S.F. 7 777,17 \ �� \ \ \\ \\ \ \ 1 I I I \ \ \ DISTURBANCE \ -� .. o \ \ \ \ \ \ 1-a - -r� \ \ \ \ i f94.2 ACRES =— �`•' SHOWN SURFACE AREA = 2,982 S.F. TEMP. DIVERSION DITCH �� \ \ \ /� \\ MI i SURFACE ELEV. = 876.0 TEMP. SILT FENCE\ r `\ REQUIRED VOLUME = 3,474 C.F. I L L� \—�-ANI I \ \ \ \ \ \ \ \ I 1 1 \ 1 1 I 924 f.-s— \ \ \ \\ \\ \ \ \ \ \\ \ \ \ \ \\ \ \ \ \ \ \ \ROA \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \ \ 1� \� 7 \� �\ TEMP. DIVERSION BERM AT \ \ \�� \ - 11 \ \ \\ 1111 TOP OF FILL SLOPE. MAINTAIN \\ \ PROP. TEMP. SLOPE \ \ \ \ \ \I \ \ 1 \ \ 'ON A DAILY BASIS - (TYPICAL) \ \ \\ 'DRAIN -.2 ® 24 \ \ \ \ \ \ \ 11 1 o \\ \ \\ \ \\ \ \\ \\ \\ \ \ \ \ \\ \ \\ \\ \\ \ \ \ \\ \\ \ \\ \ \ \ \ \ \ \ \ \ PROP. WATTLE (TYP.) PROP. TEMP. BERM mono 'PDS \ \\ \ \\ \ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \\ I I I '-PROP. PERMANENT DITCHES I II ► I (SEE DETAILS) 1 \ 1 1 1 1\ I I 111\ \\ 1 1\\ \I 1 1 \\ \ I I I 1 \' 11 - - - -- _- -- - - - / /�� // /� / / / / / i PROP. TEMP. BERM I \ \ \\ \ \\ \ \ \\ \ C —✓ ' / / / / / i / / / I / I I 0 mono PROP. INLET / /,/ PROTECTION (TYPICAL) / PROP. TEMP. \ BER v N_'k \ \ 3" ORIFICE = 1.5, I \ \I BAFFLE PLACEMENT AS SHOWN \ 11 1 I i TEMP. SILT FENCE I I I I I \ I 11 1 1 1 1 I I I I l \ I' SSM \� `\ l 1 1\ 1\ \\ 1\ \\ I i PROP. TEMPORARY i 1\ DISSIPATOR LENGTH = 8' \ 1\ 1► 111 I II I I \ \I \\ END WIDTH = 12' \\ \ \ 11 Iwl I I ► \ \\ \ �� \`s\ CLASS B STONE 18 THICK N \ \\111 \ 1 1 I1 \sue �� \\ INV OUT = 869.5 \ \ \ \ \\ \ \ \\ C/ \ \ 40 0 20 40 80 120 \ \ \\ \ \\ \ \ TEMP. SPECIAL SEDIMENT_ V C1 s\ I FENCE (DOUBLE ROW) ` \\ \ I GRAPHIC SCALE IINCH = 40 FEET \ \\ \ TEMP. DIVERSION DITCH \ \ \\ s \\ SSMH \ x. \ \\ \ \\ \ \ \ \ \\\ \ \ \\ \ ALL 2 1 SLOPES SHALL BE MATTED IMMEDIATELY UPON COMPLETION \ ` PROP. TEMP. SLOPE \ USING SC150 (OR APPROVED EQUAL) �v DRAIN — 2 ® 24" \ \ \ \ \ \ \ I \ ,A 99, \ \ \ \ \ \ \ \ \ \\ \ x PROP. TEMP. SLOPE \\ \ �\ \ I \ \ \ �► \DRAIN — 24» \ x �� v� vvvv \ \ \ TEMP. SILT FENCE MATCH LINE -SEE SHEET C -306 NOTE : SEE GRADING PLANS FOR PERMANENT DITCHES, DRAINAGE PIPING, INLETS, AND RIP RAP APRONS PROP. SED. BASINS ARE CONTOURED AT 1' -0" INTERVAL i �I. I� Z I �i Q O CD J) CD il co il Q M O � UO � O m o -- z ° U E 7 EAL r, 041595 _ ��.•'�Z ENGINEER'S STAMP Lo PAI J 0 o � m Q Q U > _ w � J � 0 o 0 z M J Z J z w Y :2 w N Q re) U m U m 0 i 0 N O O �I N c/I Z O W Z O CL Lr_ V) o z w 0 Ij Lill w z 0 w o o 0 W O LL- w D z U) U rn — OPPORTUNITY I�:Z•111�•j� Z J J O ry z O U z O U) O 0. W w m `ff[liker:3 0 3 0 c 0 0 o= � F oq� U W � 3 �g oz N 0 �sa a� U 3 �W � N DATE DRAWN I OCT., 2014 1 DRAWN BY RLC McGILL PROJECT NO. 12.01416 o Y2" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING -PLANNING -FINANCE C=304 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 z U N w w Q m U OPPORTUNITY I�:Z•111�•j� Z J J O ry z O U z O U) O 0. W w m `ff[liker:3 0 3 0 c 0 0 o= � F oq� U W � 3 �g oz N 0 �sa a� U 3 �W � N DATE DRAWN I OCT., 2014 1 DRAWN BY RLC McGILL PROJECT NO. 12.01416 o Y2" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING -PLANNING -FINANCE C=304 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 MATCH LINE -SEE SHEET C -303 CA do LEGEND 9 ALL 2 : 1 SLOPES SHALL BE MATTED PDS �� IMMEDIATELY UPON COMPLETION PROPOSED PROTECTIVE DRAINAGE STRUCTURE USING SC150 (OR APPROVED EQUAL) AA - - - PROPOSED TEMPORARY SLOPE DRAINS P S T- ��, PROPOSED TEMPORARY DIVERSION DITCH PROPOSED TEMPORARY SILT FENCE PROPOSED PERMANENT SEEDING EXISTING TREELINE \ f PROPOSED TREELINE PROPOSED STRAW WATTLE - / PROP. SECURITY FENCE — — — — — — — — — — PROPOSED LIMITS OF DISTURBANCE 4 �I L OCS PROPOSED OUTLET CONTROL STRUCTURE \\, TEMP. SILT FENCE — a PROPOSED FENCING - SEE LAYOUT PLANS ■ s 0 3 c 0 m z O � N O y D Z � F O U � 3 oz �y oW a� a� o� U � �4 xW O N r \%%ilAjejii EAL 061598 . CD - %'�'•.F A /"q o. ` 1 uIj� -' ENGINEER'S STAMP PROPOSED DITCH /SWALE LINER (SEE GRADING V / / — I `� \� PDS PLAN AND DETAILS / — I I I`� � �� \�� Q O ■ ■ ■ ■ PROPOSED TEMP. DIVERSION BERM AT TOP OF / / g16 I v v �I - — co �!e �� / / / \ \� 1 ` \� PROP. INLET FILL SLOPE PROTECTION APPROX. LIMITS OF (TYPICAL) U Q % / DS DISTURBANCE \\ ±94.2 ACRES \ / LLI Q � / + 914 �\ I� I � � � � C-5 / i , � LLI 04 \\ ! t g12 \ N / LLJ 0 // ' ` \ o - - Lu LLJ < inrl, > z If LLJ + 1 I D0 0 o 40 0 20 40 80 120 ' J o z le, PROP. PERMANENT DITCHES °` ui Y (SEE DETAILS) N-) � GRAPHIC SCALE I INCH = 40 FEET Q � v ui m U 0 I \ \ \ o N o 0 10) 04 PDS Ir LLJ / z o Z w w 0 0 v .T go2 \ PDS I I I I 0 PDS 0 902 I I `�� r 1 \ , a8 6 / f \ ROAD F &, wamU r / as r \ / MATCH LINE -SEE SHEET C -307 z Q J J O z O U z O U) O W W m OPPORTUNITY PROJECT 11098 DATE DRAWN OCT., 2014 DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2" 1" NOTE : SEE GRADING PLANS FOR PERMANENT IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE DITCHES, DRAINAGE PIPING, INLETS, AND SHEET RIP RAP APRONS PROP. SED. BASINS ARE CONTOURED A S S O C I A T E S AT l'-O" INTERVAL ENGINEERING• PLANNING• FINANCE C=305 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416- 05- EROSION.DWG r V/ 0 . O ° W Lo L0 U° d S ■ m -- o z ° U s 0 3 c 0 m z O � N O y D Z � F O U � 3 oz �y oW a� a� o� U � �4 xW O N r \%%ilAjejii EAL 061598 . CD - %'�'•.F A /"q o. ` 1 uIj� -' ENGINEER'S STAMP PROPOSED DITCH /SWALE LINER (SEE GRADING V / / — I `� \� PDS PLAN AND DETAILS / — I I I`� � �� \�� Q O ■ ■ ■ ■ PROPOSED TEMP. DIVERSION BERM AT TOP OF / / g16 I v v �I - — co �!e �� / / / \ \� 1 ` \� PROP. INLET FILL SLOPE PROTECTION APPROX. LIMITS OF (TYPICAL) U Q % / DS DISTURBANCE \\ ±94.2 ACRES \ / LLI Q � / + 914 �\ I� I � � � � C-5 / i , � LLI 04 \\ ! t g12 \ N / LLJ 0 // ' ` \ o - - Lu LLJ < inrl, > z If LLJ + 1 I D0 0 o 40 0 20 40 80 120 ' J o z le, PROP. PERMANENT DITCHES °` ui Y (SEE DETAILS) N-) � GRAPHIC SCALE I INCH = 40 FEET Q � v ui m U 0 I \ \ \ o N o 0 10) 04 PDS Ir LLJ / z o Z w w 0 0 v .T go2 \ PDS I I I I 0 PDS 0 902 I I `�� r 1 \ , a8 6 / f \ ROAD F &, wamU r / as r \ / MATCH LINE -SEE SHEET C -307 z Q J J O z O U z O U) O W W m OPPORTUNITY PROJECT 11098 DATE DRAWN OCT., 2014 DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2" 1" NOTE : SEE GRADING PLANS FOR PERMANENT IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE DITCHES, DRAINAGE PIPING, INLETS, AND SHEET RIP RAP APRONS PROP. SED. BASINS ARE CONTOURED A S S O C I A T E S AT l'-O" INTERVAL ENGINEERING• PLANNING• FINANCE C=305 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416- 05- EROSION.DWG MATCH LINE - SEE SHEET C -304 c�C PROP. TEMPORARY RIP RAP DISSIPATOR N - - -- -g 6 --- - -- -�- - - — - -- - -- - -- -- L -- - -- - -- / - -- - -- -- - - \ \ \ \ ~`�'-`- �% END WIDTH = 12' �\ � � ; �`� \ � i LENGTH 8 CLASS B STONE 18" THICK DS PDS \ I I INV OUT = 867.0 / I PROP. TEMP BERM % I V(11' f I I \ I PROP. TEMP. SLOPE 40 0 20 40 80 120 i \ ��DRAIN — 2 ® 24" \ I\ \ x GRAPHIC SCALE 1 INCH = 40 FEET TEMP. SKIMMER BASIN #7 �\ I TEMP. SILT FENCE _ REQUIRED SURFACE AREA — 14,036 S.F. ► ' SHOWN SURFACE AREA = 17,680 S.F. l _ SURFACE ELEV. — 868.0 — REQUIRED VOLUME — 16,632 C.F. — 92 _D = 2 WEIR = 41 , (ELEV. 869.5) e- -- — i / / I '� '� / � � � � x PROP. TEMPORARY TOP DAM = 870.0 BOTTOM BASIN = 866.0 I I I — / SKIMMER = 4" ORIFICE = 3 "� _..,�j RIP ENGTHISSI $ATOR BAFFLE PLACEMENT AS SHOWN fY I__ I END WIDTH — — 12' C3 �i i / PDS PDS \ \ CLASS B STONE 18" THICK �o Uw) / I INV OUT = 872.2 / l f , / / l / / \ Cp cy) / / ! // / // / PROP. TEMP. SLOPE U �°` �\� LIMITS F I/ I I \ DRAIN — 2 CAD 24 � � \ \ I x APPROX. L M TS 0 go I I U y DISTURBANCE Q x ±94.2 ACRES I < TEMP. SKIMMER BASIN #8 ui g 6 / / ��, I I REQUIRED SURFACE AREA = 4,694 S.F. SHOWN SURFACE AREA = 8,085 S.F. PROP. TEMP. SLOPE x SURFACE ELEV. = 879.0 DRAIN — 2 ® 24 I REQUIRED VOLUME 5 , 562 C.F. D = 2' WEIR = 14' (ELEV. 880.50) TOP DAM = 881.0 BOTTOM BASIN = 877.0 UL] - \ \ I I ��/ i I - I x SKIMMER = 3" ORIFICE = 2" BAFFLE PLACEMENT AS SHOWN ui I PD U) o°c / ! / II I I / / , // PD x o I $96 TEMP. DIVERSION DITCH I PROP. TEMP SLOPE DRAIN — 18 � I I x LEGEND ui \ PROP. PERMANENT DITCHES / / — / \ / (SEE DETAILS) I / ;,,� — — — PROP. SECURITY FENCE PDS PROPOSED PROTECTIVE DRAINAGE STRUCTURE TEMP. DIVERSION BERM AT , — — — PROPOSED TEMPORARY SLOPE DRAINS TOP OF FILL SLOPE. MAINTAIN oe _ I gbc ON A DAILY BASIS — (TYPICAL) PROPOSED TEMPORARY DIVERSION DITCH PROPOSED TEMPORARY SILT FENCE TEMP. SILT FENCE----,--_ I PROPOSED PERMANENT SEEDING \ - -- - - - - - - - - - � -- - -- -- � � / I EXISTING TREELINE I P / PDS I �� PROPOSED TREELINE TEMP. DIVERSION BERM AT / PROP. INLET i / / TOP OF FILL SLOPE. MAINTAIN PROPOSED STRAW WATTLE PROTECTION / JON A DAILY BASIS — (TYPICAL) / ' I \ (TYPICAL) / — — — — — — — — — — PROPOSED LIMITS OF DISTURBANCE ALL 2 1 SLOPES SHALL BE MATTED / OCS PROPOSED OUTLET CONTROL STRUCTURE pd / „ I IMMEDIATELY UPON COMPLETION USING SC150 OR APPROVED EQUAL)' / / I o a o 0 \ / / ( ) �� , I PROPOSED FENCING —SEE LAYOUT PLANS ` PROPOSED DITCH SWALE LINER SEE GRADING / / I /00boo TEMP. DIVERSION DITCH L' 1 I '� I PLAN AND DETAILS / I TO REMAIN UNTIL PERMANENT / 1 ►� PROPOSED TEMP. DIVERSION BERM AT TOP OF � z o E w o z c� w o w > w z U w o o � w of o w D U) s 0 3 0) — c 0 m O O" UOU N 4 . O (n O In Z Z F G } a O Lo O O C °zv a O io Lx- U oz y O � o m o = a o a � U � w3 U N r `\ \\%%ilAje /ii EAL 061595 = .:o — e ' 0, ENGINEER'S STAMP z � Q J a J O z p U z z p a U)z � J o O LLJ ° a a 0 > = LJJ -i Of m ° Lu U Jz J o w � W U) Y N a N-) U m U m 0 i N O O N z O� — w Elf z o E w o z c� w o w > w z U w o o � w of o w D U) 0) — DITCHES ARE STABILIZED AND / FI L SLOPE Z* PERMANENT PIPES ARE ' —ev 0 INSTALLED / / v U ,/ - �� PDS ; / T / ° s MH �� o Ao LLJ / ,� / PD p OPPORTUNITY / I1' II PROJECT 11098 PROP. TEMP BERM DATE DRAWN OCT., 2014 4' 6 ��/ '- ( / / / // / TEMP. SPECIAL SEDIMENT i / % / /,,FENCE (DOUBLE ROW) DRAWN BY RLC Now McGILL PROJECT NO. 12.01416 0 Y2" 1" MATCH LINE SEE SHEET C-308 NOTE SEE GRADING PLANS FOR PERMANENT IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE DITCHES, DRAINAGE PIPING, INLETS, AND SHEET RIP RAP APRONS PROP. SED. BASINS ARE CONTOURED A S S O C I A T E S AT 1' -0" INTERVAL ENGINEERING• PLANNING• FINANCE C=306 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 i PM 1416- 05- EROSION.DWG � s MATCH LINE — SEE SHEET C -305 3 o� } ' _ < o LEGEND / / / / . '� / ,' `,'�„ \\ \ o c 0 L =F PDS PROPOSED PROTECTIVE DRAINAGE STRUCTURE / / / /� / // s ag6 / �� / i i \�� /� \ �� } o 0 �+ , / / c? / , � Q - -- PROPOSED TEMPORARY SLOPE DRAINS / / r �� / / i /� , , \\ o oW _ _ _ PROPOSED TEMPORARY DIVERSION DITCH , / / / I / / / J / / �� = Z �, _ I PROPOSED TEMPORARY SILT FENCE PDS PS PROPOSED PERMANENT SEEDING \ APPROX. LIMITS OF \ DISTURBANCE/ / �� / // / �� g4 EXISTING TREELINE \ f94.2 ACRES PROPOSED TREELINE �� \ \ / / j1 / / PROPOSED STRAW WATTLE EAL — — — — — — — — — — PROPOSED LIMITS OF DISTURBANCE / 061595 OCS PROPOSED OUTLET CONTROL STRUCTURE i Jx / J / I it I II I I \ aaa I 1 PROPOSED FENCING —SEE LAYOUT PLANS PROPOSED DITCH SWALE LINER ( SEE GRADING \ ENGINEER'S STAMP PLAN AND DETAILS V I I I I PROPOSED TEMP. DIVERSION BERM AT TOP OF — iJ\ �'� ti FILL SLOPE Q z _JAB PDS PROP. INLET / r� �� i \ / a A- ~ LLI \ TEMP. SILT FENCE — /'� PROTECTION aa6 / // i i I I i / \ J,' Lu Z \ 5 / , \ / I (TYPICAL) > / , I I \ \ ,�' \ Q cn 0 40 0 20 40 80 120 \ \ `� / / / / / / 0 Q B-86 ui U) GxaPxic SCALE i INCH = 4o FEET \ PROP. SECURITY FENCE ;' �— I / //� — ' / ui L ° 0 \ �o / -- i/� I / / / /// / ' Lli PDS - W m W J o PDS $� Y w U) TEMP. DIVERSION BERM AT \ \ % / — I/ \ ��"'� �, � TOP OF FILL SLOPE. MAINTAIN , / \ TEMP. SKIMMER BASIN #4 / ON A DAILY BASIS — (TYPICAL) / I REQUIRED SURFACE AREA = 2,275 S.F. I - / J m PDS SHOWN SURFACE AREA 11,860 S.F. SURFACE ELEV. — 871.0 I REQUIRED VOLUME = 2,700 C.F. a ui o 0 SSI��II --I / / \ D = 3' WEIR = 10' (ELEV. 873.5) / / o N / \ \ TOP DAM = 874.0 BOTTOM BASIN = 869.0 �� / `sue" U 0) ! N SKIMMER = 4" ORIFICE = 2" BAFFLE PLACEMENT AS SHOWN NOTE : KEEP FLOW FROM 48 PIPE OUT OF SKIMMER BASIN NO. 4\ \ � w 884 z z w w z Of 1 ` \ PROP. PERMANENT DITCHES / W C) r ° w (SEE DETAILS) I l � / 0 cn c� ALL 2 1 SLOPES SHALL BE MATTED IMMEDIATELY UPON COMPLETION 1 USING SC150 (OR APPROVED EQUAL) / 61 Ld TEMP. SPECIAL SEDIMENT \ / s / w Q m . �._ V FENCE (DOUBLE ROW) _ 1 / OPPORTUNITY 0� PROJECT 11098 \ \ `", \\ \1 \ PDS~ / DATE DRAWN OCT. 2014 DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2" 1" MATCH LINE SEE SHEET C-309 — NOTE SEE GRADING PLANS FOR PERMANENT IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE DITCHES, DRAINAGE PIPING, INLETS, AND SHEET RIP RAP APRONS PROP. SED. BASINS ARE CONTOURED A S S O C I A T E S AT l'—O" INTERVAL EN GINEERING - PLANNING - FINANCE C=307 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416 05— FROSION.DWG I 8g2 I PDS \ — —101 O PDS M U -- U) ti I a w$� w / U / I � 1 I/ LLJ / Z � �1 .J U PDS � 1 IN s MATCH LINE -SEE SHEET C -306 ■ s 0 3 c 0 m z O � N U) N F o Ln F � o� y, o0 W Rob Of I I / ' / / I / ■ m z �,i �S / f / t C\ ) / _ ao �'/ _ (I > / PD PDS .�� 0 / / / go / TEMP. DIVERSION DITCH �'. � / TO REMAIN UNTIL PERMANENT DITCHES ARE STABILIZED AND PERMANENT PIPES ARE d INSTALLED o« o TEMP. SPECIAL SEDIMENT now / FENCE (DOUBLE ROW) PROP. PERMANENT DITCHES SEE DETAILS Q TEMP. DIVERSION BERM AT ��<<r1�I��,� I \ \ \ \ III I \ \ \ \ (SEE TOP OF FILL SLOPE. MAINTAIN I l r r �� A O � / � ; I . ON A DAILY BASIS — TYPICAL ( ) / W ` \\ \\ \ \ \III II I \\ \\ \\ \ \� / / / Y, / / / r / �-�I EAL PROP. TEMP SLOPE / / /� , / /i _ 061598 �! o DRAIN - 2 024 @-.: PROP. TEMP SLOPE iPROP. TEMP SLOP APPROX. LIMITS OF DRAIN 2 ® 24" II I I %71/>.' DRAIN 2 ® 24 DISTURBANCE �� -� \ �• L ±94.2 ACRES' , I ENGINEER'S STAMP / - \ \ \ \ ',. / , " ♦ PDS - i� 5 ♦p T7 z TEMP. SKIMMER BASIN #9 �I 2 49 L.F. TEMP. 18 HDPE STORM DRAINAGE Q ` PIPE AT 13.27 INV IN = 867.50 REQUIRED SURFACE AREA = 15,191 S.F. / I / � I ','' � I , SHOWN SURFACE AREA = 19,800 S.F. / SURFACE ELEV. = 863.0 / INV OUT = 861.00 �^~� / i / / / BLOCK OFF PERMANENT OUTLET PIPE < / / r UNTIL TSB #9 IS REMOVED PROVIDE J REQUIRED VOLUME = 18,000 C.F. I r, / / , D = 2' WEIR = 45' ELEV. 864.5 / r RIP -RAP DISSIPATER AT PIPE OUTLET TOP DAM = 865.0 BOTTOM BASIN = )861.0 SKIMMER = 4" ORIFICE = 3" i / PROP. PERM. CONC., � 1 BAFFLE PLACEMENT AS SHOWN / FES w/ PERM. — � x / / �- �� RIP -RAP DISSIPATOR _ / I z LENGTH = 7.5 S / / / O 0�6/ / END WIDTH = 11.51// \ ,NCLASS B STONE 18 ,THICK / PROP. TEMP. SLOPE , DRAIN - 24" INV OUT = 852.00 -, z I I/ O z ssm / ./ / J U) o O \ \ \ I - PROP 15" RCP / / I J W oil — . / D o \\ I I w CON C. COLLAR o z Lu 68 L.F. ® 5.88% ,- �- U w ,/ Y vJ PROP. 4 x 4 RISER /� I STRUCTURES - , / N __j I / TOP ELEV. 863.00 // J INV. OUT 856.00 / m (ATTACH SKIMMER TO STRUCTURE) ° I I / 016 I PROP. WATTLES (TYP.) I RDS I� / / / �, // ��,rtn / S I /_ ; PROP. SECURITY FENCE / a N o 0 , I i� // // 0 1 1 1 / /, 40 0 20 40 80 120 �� jTEMP. DIVERSION BERM AT �� / / ROAD ,,a PqS / _ TOP OF FILL SLOPE. MAINTAIN / GxaPxlc SCALE I INCH = 40 FEET ON A DAILY BASIS - (TYPICAL) / _ Z i LEGEND / PROP. INLET I / % ��°c I i PDS PROPOSED PROTECTIVE DRAINAGE STRUCTURE cn > m sr' I I / PROTECTION I I / V I I I / /' /' z o 2 Of a Ago I I i / / - - - PROPOSED TEMPORARY SLOPE DRAINS O w z Of / (TYPICAL) I / TEMP. DIVERSION BERM I r / /� cn 0 LL- PROPOSED TEMPORARY DIVERSION DITCH W L o w Elf I / I I I I iii ,' I ` °''0U) / I TEMP. DIVERSION DITCHI �. / / /' PROPOSED TEMPORARY SILT FENCE 0 U) I / TO REMAIN UNTIL PERMANENT \ � ti ��,, , ,/ 0 DITCHES ARE STABILIZED AND �I� III I r r l P s PROPOSED PERMANENT SEEDING PERMANENT PIPES ARE INSTALLED r / / / � � I \ \ / � / EXISTING TREELINE PROPOSED TREELINE z PROPOSED STRAW WATTLE o i II — — — — — — — — — — PROPOSED LIMITS OF DISTURBANCE Q m " I ) PD I� I I I I \ I I I �� I I I TEMP. SPECIAL SEDIMENT OCS PROPOSED OUTLET CONTROL STRUCTURE OPPORTUNITY TEMP. DIVERSION DITCH i � / I J V I I I FENCE (DOUBLE ROW) PROPOSED FENCING - SEE LAYOUT PLANS PROJECT 11098 I I 001� � I/ PROPOSED DITCH /SWALE LINER (SEE GRADING / \ \ I `� I I I ► I �I PLAN AND DETAILS DATE DRAWN OCT., 2014 I I I I I / I I I I III q li i I PROPOSED TEMP. DIVERSION BERM AT TOP OF \ I I ► / FILL SLOPE DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2" 1" MATCH LINE SEE SHEET C-310 NOTE SEE GRADING PLANS FOR PERMANENT IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE DITCHES, DRAINAGE PIPING, INLETS, AND SHEET RIP RAP APRONS PROP. SED. BASINS ARE CONTOURED AT 1' -0" INTERVAL A S S O C I A T E S ENGINEERING - PLANNING - FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416- 05— EROSION.DWG MATCH LINE -SEE SHEET C -307 \ PROP. PERMANENT DITCHES (SEE DETAILS) \ \ \TEMP. SPECIAL SEDIMENT \ �f FENCE (DOUBLE ROW) \ �Se N \ \ \ / _ \� \ PROP. WATTLE (TYP.) 00 \ \ 00 \ \ \ \ P -- / / o ll �\ � TEMP. DIV. DITCH (TYP.) 0 40 0 20 40 80 120 / �.( � � � � � "—' 864 < �1 �, \ O GRAPHIC SCALE I INCH = 40 FEET PROP. INLET LEGEND PROTECTION PDS (TYPICAL) �n � � � '18 \ PROPOSED PROTECTIVE DRAINAGE STRUCTURE \ \ \ I1 a - - - PROPOSED TEMPORARY SLOPE DRAINS \ _ PROPOSED TEMPORARY DIVERSION DITCH TEMP. DIVERSION BERM AT \ ° 1 � � \ PDS < < \ TOP OF FILL SLOPE. MAINTAIN \ \ PROP. SECURITY FENCE PROPOSED TEMPORARY SILT FENCE \ ON A DAILY BASIS - (TYPICAL) \ 1 \ \ \ \� PROP. TEMP SLOPE PROPOSED PERMANENT SEEDING \ \ \ \ `\ � ��6 P S -4 DRAIN - 2 0 24" EXISTING TREELINE \ TEMP. SILT FENCE PROPOSED TREELINE PROPOSED STRAW WATTLE — — — — — — — — — — PROPOSED LIMITS OF DISTURBANCE OCS PROPOSED OUTLET CONTROL STRUCTURE \ D DS ` 1 PROPOSED FENCING - SEE LAYOUT PLANS PROPOSED DITCH /SWALE LINER (SEE GRADING \ \ \\ \ PLAN AND DETAILS ■ ■ ■ ■ PROPOSED TEMP. DIVERSION BERM AT TOP OF FILL SLOPE APPROX. LIMITS OF `\ \ / DISTURBANCE / ±94.2 ACRES 00 PROP. TEMP SLOPE DRAIN - 2 ® 30" PROP. TEMP SLOPE DRAIN - 2 ®30 Q 1�1_ ___ 872 / v / / \ \ \ \ TEMP. SEDIMENT BASIN w/ RISER #2 REQUIRED SURFACE AREA = 43,509 S.F. SHOWN SURFACE AREA = 57,080 S.F. 1__� SURFACE ELEV. = 864.0 REQUIRED VOLUME = 38,466 C.F. D = 3' WEIR = 35' (ELEV. 865.0) TOP DAM = 866.0 BOTTOM BASIN = 861.0/ SKIMMER = 8" ORIFICE = 6" BI AFFLE PLACEMENT AS SHOWNo °� PROP. TEMP SLOPE DRAIN - 2 ® 30 "--\ LL PROP. 30" RCP CLASS III PIPE 42 L.F. 0 2.50% c OCS S TEMP. SILT FENCES ____ _ _ /,,� ,� o M H PROP. 30" FE \ \ \ \ - s - \ --- 5_____- - - - INV. OUT 857. - - 00 - 5z- - - -s DISS 1L CLASS 1 \\ 0 co U H LLI Lu U) 2 ui LLI U) Lli Z J U Q ■ sm" _ w D o 0 0 m z J o W Y W N Q r7 U m U m ° I N O O m I N ILI) Z O W Z O w Z (� w 3: > W of Z (D w o 0 1.- :2 0_ W Ch ° w D O U) I \ \ I TEMP. SEDIMENT BASIN w/ RISER #2 REQUIRED SURFACE AREA = 43,509 S.F. SHOWN SURFACE AREA = 57,080 S.F. 1__� SURFACE ELEV. = 864.0 REQUIRED VOLUME = 38,466 C.F. D = 3' WEIR = 35' (ELEV. 865.0) TOP DAM = 866.0 BOTTOM BASIN = 861.0/ SKIMMER = 8" ORIFICE = 6" BI AFFLE PLACEMENT AS SHOWNo °� PROP. TEMP SLOPE DRAIN - 2 ® 30 "--\ LL PROP. 30" RCP CLASS III PIPE 42 L.F. 0 2.50% c OCS S TEMP. SILT FENCES ____ _ _ /,,� ,� o M H PROP. 30" FE \ \ \ \ - s - \ --- 5_____- - - - INV. OUT 857. - - 00 - 5z- - - -s DISS 1L CLASS 1 \\ 0 co U H LLI Lu U) 2 ui LLI U) Lli Z J U Q ■ sm" _ w D o 0 0 m z J o W Y W N Q r7 U m U m ° I N O O m I N ILI) Z O W Z O w Z (� w 3: > W of Z (D w o 0 1.- :2 0_ W Ch ° w D O U) L =20.0' W =27.5' PROP. 4' x 4' RISER_ - -. ,-THICK =24" W STRUCTURE ° — ... — — TOP ELEV. 864.00 \ w Q m U INV. OUT 858.05 /eu \ ` \ - _.. CREEK / \ (ATTACH SKIMMER TO \ \ / . IN LONG / STRU(-TURE) \ OPPORTUNITY z Q J J O z O U z O U) O w w m \ 1 PROJECT 11098 DATE DRAWN OCT., 2014 \ I / \ DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 )/2" 1" • NOTE : SEE GRADING PLANS FOR PERMANENT IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE DITCHES, DRAINAGE PIPING, INLETS, AND SHEET RIP RAP APRONS PROP. SED. BASINS ARE CONTOURED A S S O C I A T E S AT 1' -0" INTERVAL ENGINEERING -PLANNING -FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 00 I Q I J L.L PROP. INLET PROTECTION (TYPICAL) m PDS I/ O �ti M TEMP. DIVERSION BERM AT , UTOP OF FILL SLOPE. MAINTAIN ON A DAILY BASIS - (TYPICAL) _ a V LLI uj L% w PDS LLI co PS ui Z i MATCH LINE -SEE SHEET C -308 PROP. PERMANENT DITCHES - - I N i , \ (SEE DETAILS) ��- \ I / TEMP. DIVERSION DITCH �' TEMP. STOCKPILE / \ I I `i TO REMAIN UNTIL PERMANENT.: l �/ DITCHES ARE STABILIZED AND PROP. TEMP SLOPE AREA V i PERMANENT PIPES ARE i PROP. TEMP SLOPE DRAIN - 2 C� 30 PROP. TEMP SLOPE I \ \ DRAIN - 2 ® 30" j / DRAIN - 2 ® 30" I �, INSTALLED I \ ALL /2 1 SLOPES SHALL BE MATTED 1 ► ! IMMEDIATELY UPON COMPLETION PROP. WATTLE (TYP.) / I i D �- / �� ■ ' USING SC150 (OR APPROVED EQUAL) ------ -_ _> - -- - - �L 1._ 1 P S N i - o I 83 L.F. TEMP. 36' HDPE STORM DRAINAGE _ > -> PIPE AT 0.96 %, INV IN = 860.80 � t ► ' I INV OUT = 860.00 1-�. S ' I BLOCK OFF PERMANENT OUTLET PIPE UNTIL TSB #1 IS REMOVED, PROVIDE RIP -RAP DISSIPATER AT PIPE OUTLET o � -�e \ TEMP. SPECIAL SEDIMENT I 1 \ \ I FENCE (DOUBLE ROW) I TEMP. SEDIMENT BASIN w/ RISER #1 / N REQUIRED SURFACE AREA = 95,559 S.F. SHOWN SURFACE AREA = 274,971 S.F. \ \ \ I I Y / SURFACE ELEV. = 863.0 REQUIRED VOLUME = 84,600 C.F. i [kD = 3' WEIR = 44' (ELEV. 863.5) `-' �- s �'� "� I ► TOP DAM = 865.0 BOTTOM BASIN = 860.0 PD — — — — — / 11 4' x 4' OUTLET STRUCTURE PROP. 6' x 6' RISER I ,TOP OF RISER = 863.0 ' PROP. SECURITY FENCE v`- N - � STRUCTURE' - \�� / s i �; SKIMMER = 8" ORIFICE = 8" TOP ELEV. 863.00 _ / I I ; BAFFLE PLACEMENT AS SHOWN INV. OUT 857.00 / I ► / (ATTACH SKIMMER TO / I I :TEMP. DIVERSION BERM AT STRUCTURE) \ / / i I I i TOP OF FILL SLOPE. MAINTAIN ON A DAILY BASIS - (TYPICAL) Ocs IN I I WEIR TEMP. 48 HDPE CLASS III PIPE -m mom �45 L.F. ®1.11 % '� ♦ / I I � I � �� ♦ ; i _ APPROX. LIMITS OF _ / ♦ �DISTURBANCE� TEMP. SILT FENCE ±94.2 ACRES — °� / _--- -- - - -- -ssM - - - -- / �(� -S- ( �, ___ -- - -,.�. - _s--- ------- - - - -,� _- 0 i(N - -- if # —s � Jv / —17 ��"� �. " "� PROP. TEMPORARY TEMP. SPECIAL SEDIMENT _" RIP -RAP DISSIPATOR FENCE (DOUBLE ROW) -." LENGTH = 24' END WIDTH = 36' \ �5 66 L.F. TEMP. 18 HDPE STORM DRAINAGE CLASS 1 STONE 24 THICK PIPE AT 3.48 %, INV IN = 862.30 LONG CRE EK Q INV OUT = 856.5 INV OUT = 860.00 � BLOCK OFF PERMANENT OUTLET PIPE TEMP. SILT FENCE / I I I I I I I I I I I I I 40 I 0 I LEGEN D SCALE 20 40 80 120 I INCH = 40 FEET ■ FlAr VISA- _ w � 0 o 0 z m -J J 0 W Y LIJ N Q r7 U m U m ° i N 0 0 N UNTIL TSB #1 IS REMOVED, PROVIDE PDS PROPOSED PROTECTIVE DRAINAGE STRUCTURE > RIP -RAP DISSIPATER AT PIPE OUTLET o Z w w c� of / PROPOSED TEMPORARY SLOPE DRAINS o z /. _ \ j U o v) LL - - / - - PROPOSED TEMPORARY DIVERSION DITCH w w o w I I I I II II I \ I I \ � I it I it I I z Q J J O z O U z O U) O w w m \ - _ _ - -- C - < �° 0U) I PROPOSED TEMPORARY SILT FENCE U) II I c o \ P S PROPOSED PERMANENT SEEDING ' EXISTING TREELINE 0 \ i PROPOSED TREELINE z � I W \ PROPOSED STRAW WATTLE ° o/ PROPOSED LIMITS OF DISTURBANCE I � OCS PROPOSED OUTLET CONTROL STRUCTURE OPPORTUNITY 0 0 PROPOSED FENCING SEE LAYOUT PLANS PROJECT 11098 PROPOSED DITCH SWALE LINER ( SEE GRADING PLAN AND DETAILS DATE DRAWN OCT., 2014 D p CE , / I \ ■ ■ ■ ■ ■ PROPOSED TEMP. DIVERSION BERM AT TOP OF DRAWN BY RLC TE 1 / ' I FILL SLOPE McGILL PROJECT NO. 12.01416 0 Y2" 1" • NOTE : SEE GRADING PLANS FOR PERMANENT IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE DITCHES, DRAINAGE PIPING, INLETS, AND SHEET RIP RAP APRONS PROP. SED. BASINS ARE CONTOURED A S S O C I A T E S AT 1' -0" INTERVAL ENGINEERING -PLANNING -FINANCE C=31 0 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416- 05- EROSION.DWG UV''^^ L_ r / 0 . o ° W 0 L Lo � o j U d. `n o Z ° = v 't U FlAr VISA- _ w � 0 o 0 z m -J J 0 W Y LIJ N Q r7 U m U m ° i N 0 0 N UNTIL TSB #1 IS REMOVED, PROVIDE PDS PROPOSED PROTECTIVE DRAINAGE STRUCTURE > RIP -RAP DISSIPATER AT PIPE OUTLET o Z w w c� of / PROPOSED TEMPORARY SLOPE DRAINS o z /. _ \ j U o v) LL - - / - - PROPOSED TEMPORARY DIVERSION DITCH w w o w I I I I II II I \ I I \ � I it I it I I z Q J J O z O U z O U) O w w m \ - _ _ - -- C - < �° 0U) I PROPOSED TEMPORARY SILT FENCE U) II I c o \ P S PROPOSED PERMANENT SEEDING ' EXISTING TREELINE 0 \ i PROPOSED TREELINE z � I W \ PROPOSED STRAW WATTLE ° o/ PROPOSED LIMITS OF DISTURBANCE I � OCS PROPOSED OUTLET CONTROL STRUCTURE OPPORTUNITY 0 0 PROPOSED FENCING SEE LAYOUT PLANS PROJECT 11098 PROPOSED DITCH SWALE LINER ( SEE GRADING PLAN AND DETAILS DATE DRAWN OCT., 2014 D p CE , / I \ ■ ■ ■ ■ ■ PROPOSED TEMP. DIVERSION BERM AT TOP OF DRAWN BY RLC TE 1 / ' I FILL SLOPE McGILL PROJECT NO. 12.01416 0 Y2" 1" • NOTE : SEE GRADING PLANS FOR PERMANENT IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE DITCHES, DRAINAGE PIPING, INLETS, AND SHEET RIP RAP APRONS PROP. SED. BASINS ARE CONTOURED A S S O C I A T E S AT 1' -0" INTERVAL ENGINEERING -PLANNING -FINANCE C=31 0 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416- 05- EROSION.DWG \\\ \ \ _ \ ------------------------- ---- -- -- --- III \ \ - -_ � I \ now Now now — _ SO \ \ \ _ U_ TH_ _ OXFORD TEMP. SILT FENCE 1 — - - -� —_ — - - - - - -- _�— _ —_ - -- \� \ _ STREET mi in / 11 E _ —_— E E - -E - -- ----- -- - -_//_ ' ` \� _� ��7 r� _- \ "� — \ %'\ \/ /' '�1� �_ I ' 't o \ E - - __ -__- - E _ // �\ - -__ _ ___� �� .i-- =-= __ _ _ = =_ =___ _ — \� _ - - -- -_ TEMP. CREEK CROSSING E — -,, , __ -- -_ \- _�L� �� - \- - -- -/\ ` ', -_____ - -_�,/ SHALL BE REMOVED AND ,'/ // i \ \ \� +11111'11 \`\ - \ \ \- - - - - -- _ _ _ _ — — _ 'ELr- — \ \__ - — - = = 7� \� .�� _ - -/J - - -� iii , -; _, STABILIZED PER DETAIL CID r1 _ - -- - _ -- E- _�E =_— — _ - \��= \ - �_ \ _ —��' - //' FOLLOWING PROJECT CONSTRUCTION ♦ ♦ Q ° �E -� - _ — z \ 1 TEMP. SILT FENCE ♦ '/ // // \ / X / �- —RO —� — — l _ J.— 0 / - - - - - - - - - - — \ / P. W _ -I- 1 i TEMP. CREEK CROSSING --- -- - - - -- \ \`_ - -__ _ _ _ _ -/ / j--',, 1'' ♦ _- / SHALL BE REMOVED AND � ,�_ -- '�; ;_� —___— � _ — --_ -- - � / �/ � -� � � ♦ - / STABILIZED PER DETAIL TEMP. SILT FENCE / FOLLOWING PROJECT CONSTRUCTION /'��I �'` DS "- �' TEMP. SILT FENCE PROP. SILT FENCE OUTLET / ' /�� - i �`�� A SEE DETAIL 'd'� // 1 i� H •� . _ INSTALL STRAW WATTLE ALL 2 : 1 SLOPES SHALL BE MATTED � L / BARRIER ALONG TOP - - -' - \ "�, IMMEDIATELY UPON COMPLETION OF FILL SLOPE \y� _- / / //� ♦ / � � ,� �,- �,�� \ \�� \ � � �, ? \. // /^ `� USING SC150 (OR APPROVED EQUAL) �r`1� ENGINEERS STAMP �i------------ --- �jv!� ALL 2 1 SLOPES SHALL BE MATTED CLASS 1 DISSIPATOR IMMEDIATELY UPON COMPLETION J S -- L = 10.0 W = 13.75 \ USING SC150 (OR APPROVED EQUAL) / I THICK = 24" // �� / ' / / \ \�� \ — / \ \ \'/ / •' -z - 9 fy /�; CLASS 1 DISSIPATOR ,� /', I � / \ \\\\ /, -- APPROX. LIMITS OF / / , \ \\ _ DISTURBANCE L = 10.0 ; W = 13.75 / / , / / / __ —_� \� \ \\ \ \ \�� \II/ I �a\ - ' THICK = 24" \ \9\\ /gee f 7.5 ACRES z 0 O F) 40 0 20 40 80 120 v _ ; r PROP. PERMANENT DIVERSION 1 / \ DITCH TO DIVERT CLEAN WATER /'/ \ \ \ \ `S� \ \ 1 / I 1 GRAPHIC SCALE 1 INCH = 40 FEET (TO BE CONSTRUCTED PRIOR TO / / , / / / \ \\ V 0 SLOPE WORK AND MATTED ,/ / / - - \ \ Q �— IMMEDIATELY UPON COMPLETION '/ � �� - _ 3� ,✓ I ALL 2 1 SLOPES SHALL BE MATTED ) z USING SC150 (OR APPROVED E�I�AL� — \ ��\ 1 „A IMMEDIATELY UPON COMPLETION Q Q / \ 11 0 ' USING SC150 (OR APPROVED EQUAL) Q U N / w _J W TEMP. SILT FENCE C pow mo mm om 7_6 D 0 \A\\ _j °m o w -j z \ w � (n y L / I IIIIIIIIII\ N Q ` — y / 4 �i U II II III I Il m TEMP. SILT FENCE - / w j I— 1. � a C� 0 0 ° S TEMP. SILT FENCE STREET cr) _�v Now mi U5 EL Li z _ —S 10 - - - -- :C - - - �— — —S —S— _ U LL- 14 fi Y 0 \\ \ LL 0 w 0 0 0) — t\ I\ / I I / I Now PROP. WATTLE (TYP.) \ �o APPROX. LIMITS OF DISTURBANCE \ \\ \ \ \_ /,`\ \ \ \ \\ \ , / \\ a f 7.5 ACRES \ \\ z ALL 2 1 SLOPES SHALL BE MATTED _ \ \\ \ \ \\ I i \\ \ \ \ 0 IMMEDIATELY UPON COMPLETION \�� \ \I i\ \ \ \ \\ N Ljj USING SC150 (OR APPROVED EQUAL) ` \\ \ , \�\ = o LEGEND \ \� �S \ \ w Q m PDS 0 \� \\ � \\ � OPPORTUNITY PROPOSED PROTECTIVE DRAINAGE STRUCTURE PROPOSED STRAW WATTLE \S� \ �o �o Ila PROPOSED TEMPORARY SLOPE DRAINS — — — — — — — — — — PROPOSED LIMITS OF DISTURBANCE ��\ \ PROJECT 11098 PROPOSED TEMPORARY DIVERSION DITCH OCS PROPOSED OUTLET CONTROL STRUCTURE \ 40 0 20 40 80 120 DATE DRAWN OCT., 2014 - - N, 'n PROPOSED TEMPORARY SILT FENCE o s -0 o PROPOSED FENCING - SEE LAYOUT PLANS GRAPHIC SCALE 1 INCH = 40 FEET � DRAWN BY RLC P S PROPOSED PERMANENT SEEDING PROPOSED DITCH /SWALE LINER (SEE GRADING \ PLAN AND DETAILS McGILL PROJECT NO. 12.\C4416 0 Y2” EXISTING TREELINE NOTE SEE SEE GRADING PLANS FOR PERMANENT IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE DITCHES, DRAINAGE PIPING, INLETS, AND SHEET PROPOSED TREELINE RIP RAP APRONS I PROP. SED. BASINS ARE CONTOURED A S S O C I A T E AT V-0" INTERVAL ENGINEERING• PLANNING •FINANC C=31 1 1240 19th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 1416- 05— EROSION.DWG 0 ww 0 0 0 w� N O y N N � Z o F � a p o �o o= o= _o n z� az 0r w 3 � 4 ' W O O N F 5' STE (MIN. 1 3' 5' STE (MIN. ' 8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE MIN. 14 GUAGE 6 "X6" WIRE 6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE i vnrrniw nwiw THE TRENCH SECTION VIEW FILTER FABRIC BACKFILL TRENCH AND COMPACT THOROUGHLY fix\/ /i EXISTING GROUND 4 "MIN. \ \\ UPSLOPE 8.. (DISTUR EA) \/ MIN. 8' -0" MAX. ADDITIONAL HORIZONTAL 4' o.c. `BRACE AT OPENING II x, T+-- GROUND I �I I II L� IG II II II ATTACH HARDWARE CLOTH TO " u POST SECURELY WITH TIES STANDARD HARDWARE SILT FENCE OUTLET TO BE CLOTH - EXTEND 12" LOCATED AT LOWPOINT IN BELOW GRADE SILT FENCE OR AS SPECIFIED ELEVATION SILT FENCE OUTLET N CONTROL STONE. \� \ \�7 \\ �\ NOTES: 5. USE HARDWARE CLOTH 24 GUAGE WIRE MESH 1. FILTER BARRIERS SHALL BE INSPECTED WITH 1/4 INCH MESH OPENINGS. IMMEDIATELY AFTER EACH RAINFALL AND DAILY DURING PROLONGED RAINFALL. 6. INSTALL 5 FT. SELF FASTENER ANGLE STEEL REPAIR SHALL BE MADE AS NECESSARY. POST 2 FT. DEEP MINIMUM SPACED AT 3 FT. 2. FABRIC SHALL BE REPLACED PROMPTLY 7. FOR INSTALLATION BETWEEN SECTIONS OF SILT FENCE, EXTEND SEDIMENT CONTROL STONE A MINIMUM OF 12" IN WIDTH ON EACH SIDE OF SPECIAL SEDIMENT CONTROL FENCE SECTION 8. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.62.5 IF FOUND TO BE IN DISREPAIR. 3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER. 4. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.62. SPECIAL SEDIMENT CONTROL FENCE SEninnIZniTATinKI /Qll T �IZW`1Z �--.- REVISION DATE - JULY 23, 2014 NOTES: 9 GUAGE HIGH STRENGTH TENSION WIRE 1. INLET ZONE (A) SHOULD HAVE 257 OF SURFACE STRAND - SECURE TO EACH POST AREA. FIRST CELL (B) SHOULD HAVE 257 OF SURFACE AREA, SECOND CELL (C) SHOULD HAVE TEE POST SUPPORT OR 9 GUAGE WIRE 257 OF SURFACE AREA AND THE OUTLET ZONE STAKE TO TO SIDE OF BASIN - SECURE TO (D) SHOULD HAVE 257 OF SURFACE AREA. SUPPORT WIRE VERTICAL POST 4' -0" MAX. 2. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE. II I I /i REVISION DATE - NOVEMBER 3, 2008 3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH - II TOP OF FABRIC OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET L L L - - - - - -- L L L L- L L L L L L L- - L_ L L L SHOULD BE 6" APART. u /�� \• LLL LLLLL LLLLLL _LLLL �LLL LLL /\ HIGHER THAN LL LLLLL LLLLLL LLLLL i!- LLL LL SPILLWAY INVERT. 4. DO NOT SPLICE FABRIC. USE ONE CONTINUOUS L L L L L L L L L L L L L L L L L o I- L L L / / /��\ 2' -0" TOP OF BAFFLES PIECE ACROSS BASIN. \ j \\ L L L L L L L L L L L L L L L L- LL / / / \ \�� SHOULD BE 2" / \ \\ LLLLL LLL LL LLLLL LL /\�/ LOWER THAN TOP 5. INSPECT BAFFLES AT LEAST ONCE A WEEK AND �j� /� //� OF THE BERMS. AFTER M RAINFALL. N REPAIRS ED I A ELY. REM OVE SEDI M EN TDEPOS T M S WHEN IT REACHES HALF FULL. 6. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.65. SUPPORT POSTS, 24" MIN. 700 g /m2 COIR MESH OR SIMILAR 1. _.... __ _..._..._ _. __,_ _.._.. PER NEW NCDENR RECOMMENDATIONS 2. BASINS LESS THAN 20' LONG REQUIRE TWO (2) COIR BAFFLES 3. SEE PLANS FOR BAFFLE SPACING NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY DURING PROLONGED RAINFALL. REPAIR SHALL BE MADE AS NECESSARY. 2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR. $' -o» _ I EXISTING GROUND 1 \� "� %� / //i .LINER NORTH AMERICAN 4:1 SIDESLOPES GREEN S150 UNLESS NOTED OTHERWISE PERMANENT DRAINAGE SWALE -TYPE 1 REVISION DATE - NOVEMBER 3, 2008 (MODIFIED FOR THIS PROJECT) 12' -0" r \\ 1.5' 4 1 4:1 SIDESLOPES ` -LINER NORTH AMERICAN GREEN S150 PERMANENT DRAINAGE SWALE -TYPE 2 REVISION DATE - NOVEMBER 3, 2008 (MODIFIED FOR THIS PROJECT) BURY INTO BOTTOM OR SECURE BOTTOM OF BAFFLE TO SEE PLAN FOR ACCESS SIDE GROUND w/ 12" STAPLES ® 12" MAX. DRIVE WIDTHS SPACING o� 8' 2' 12' 1' POROUS BAFFLES REVISION DATE - DECEMBER 07, 2012 SEE GRADING PLAN FOR SLOPE 4.0% 4.0% MIN. SEE GRADING PLAN FOR SLOPE f- �- ` /VX/ / \A / \A / \A / \A / \�'V� VA VA \ 1' / \v v \� /VA/ V� /VA/VA /VA //\ j A A 4' / 1 / /A //A/Z' '/COMPACTED /\ / \ \ / \ \ / \ \ / \ \ ABC GRAVEL ON FILTER FABRIC ( SEE LAYOUT /X SOLAR PANEL AND PLANS FOR HEAVY /LIGHT DUTY " � TORQUE TUBES DESIGNATIONS AND SHEET C-505 FOR TYPICAL PAVEMENT DETAILS TYPICAL GRAVEL ACCESS DRIVE SECTION (MODIFIED FOR THIS PROJECT) ERFACE LINER NORTH AMERICAN GREEN S150 SLOPE PROPOSED GRAVEL ACCESS ROAD CAD 2.0% IN EACH DIRECTION FROM CENTER 2' 18' -0" 2' STANDARD HARDWARE CLOTH - EXTEND 12" BELOW GRADE POST RIP RAP FACED WITH #57 WASHED STONE - 6" THK MIN. X OPTIONAL 5' X 10' X 2' DEEP a SEDIMENT PIT / II II 'EXCAVATE 8 "x12" TRENCH UPSLOPE ALONG LINE OF POSTS. EXTEND HARDWARE CLOTH INTO TRENCH, SECTION BACKFILL TRENCH AND COMPACT SOIL 3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER. 3. SILT FENCE OUTLETS SHALL BE LOCATED AT LOW POINTS IN CONTINUOUS RUNS OF SILT FENCE. R' -n" _... _... .... PERMANENT DRAINAGE SWALE -TYPE 3 V -DITCH REVISION DATE - NOVEMBER 3, 2008 (MODIFIED FOR THIS PROJECT) PERMANENT DRAINAGE SWALE -TYPE 4 TRAPEZOIDAL SWALE PROP. FINISH GRADE LINE REVISION DATE - NOVEMBER 3, 2008 (MODIFIED FOR THIS PROJECT) NOTES: 1. SEE GRADING PLAN FOR LOCATION OF SWALES - ALL PERMANENT SWALES SHALL BE MAINTAINED AT ALL TIMES 2. CONTRACTOR MAY MOVE STRAW WATTLES DURING STAGING OF MATERIALS, HOWEVER WATTLES MUST BE REPLACED AT THE END OF THE DAY. 3. CONTRACTOR SHALL REMOVE ANY RUTTING IN AREAS OF PERMANENT SWALES DUE TO STAGGING OF MATERIAL PRIOR TO THE END OF THE DAY. 4. PERMANENT SWALE TO BE A MINIMUM 12" DEEP WITH A MINIMUM 6" BERM ON THE DOWNSLOPE SIDE OF SWALE. 15' -0" CLEAR± I v \v \v\ -- - - - - -- `�� /�V��VA�� , A/ /VA / -- - - - - -- ---- - - - - -- - 7.5 2 �1 2.0% MIN. I 2.0% MIN. CUT SLOPE / 2:1 MAX. \\ \\7 12" COMPACTED ABC GRAVEL ON 3' MIRAFI HP570 GEOTEXTILE FABRIC SUBGRADE COMPACTED TO 100% STANDARD PROCTOR TYPICAL DUKE ENERGY ACCESS DRIVE 3:1 MAX- FILL SLOPE (MODIFIED FOR THIS PROJECT) SOLAR PANEL AND TORQUE TUBES i z o SECTION VIEW w > bi ~ w a WIRE 1/4 WIRE MESH w o u') FENCE FENCE SEDIMENT CONTROL . O UV) ) STONE - U) � `o NOTES: rn Lo Q ° 0 STEEL STEEL Q 1. FILTER BARRIERS SHALL BE INSPECTED POST U POST �` z Lo IMMEDIATELY AFTER EACH RAINFALL AND O - co o Q DAILY DURING PROLONGED RAINFALL. z EXISTING L-Li Q °u _° REPAIR SHALL BE MADE AS NECESSARY. u w 2 ~ O GRADE o ED z 2. WIRE MESH SHALL BE REPLACED � U Y co N r w cif Q J WAR FLOW PROMPTLY IF FOUND TO BE IN DISREPAIR. co / \ \� AFTER EACH STORM EVENT AND WHEN DEPOSITS REACH APPROXIMATELY 1/3 " \j \ 4 WIRE MESH HEIGHT OF BARRIER. 24 \j 4 USE NO 5 OR NO 57 STONE FOR SEDIMENT / i vnrrniw nwiw THE TRENCH SECTION VIEW FILTER FABRIC BACKFILL TRENCH AND COMPACT THOROUGHLY fix\/ /i EXISTING GROUND 4 "MIN. \ \\ UPSLOPE 8.. (DISTUR EA) \/ MIN. 8' -0" MAX. ADDITIONAL HORIZONTAL 4' o.c. `BRACE AT OPENING II x, T+-- GROUND I �I I II L� IG II II II ATTACH HARDWARE CLOTH TO " u POST SECURELY WITH TIES STANDARD HARDWARE SILT FENCE OUTLET TO BE CLOTH - EXTEND 12" LOCATED AT LOWPOINT IN BELOW GRADE SILT FENCE OR AS SPECIFIED ELEVATION SILT FENCE OUTLET N CONTROL STONE. \� \ \�7 \\ �\ NOTES: 5. USE HARDWARE CLOTH 24 GUAGE WIRE MESH 1. FILTER BARRIERS SHALL BE INSPECTED WITH 1/4 INCH MESH OPENINGS. IMMEDIATELY AFTER EACH RAINFALL AND DAILY DURING PROLONGED RAINFALL. 6. INSTALL 5 FT. SELF FASTENER ANGLE STEEL REPAIR SHALL BE MADE AS NECESSARY. POST 2 FT. DEEP MINIMUM SPACED AT 3 FT. 2. FABRIC SHALL BE REPLACED PROMPTLY 7. FOR INSTALLATION BETWEEN SECTIONS OF SILT FENCE, EXTEND SEDIMENT CONTROL STONE A MINIMUM OF 12" IN WIDTH ON EACH SIDE OF SPECIAL SEDIMENT CONTROL FENCE SECTION 8. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.62.5 IF FOUND TO BE IN DISREPAIR. 3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER. 4. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.62. SPECIAL SEDIMENT CONTROL FENCE SEninnIZniTATinKI /Qll T �IZW`1Z �--.- REVISION DATE - JULY 23, 2014 NOTES: 9 GUAGE HIGH STRENGTH TENSION WIRE 1. INLET ZONE (A) SHOULD HAVE 257 OF SURFACE STRAND - SECURE TO EACH POST AREA. FIRST CELL (B) SHOULD HAVE 257 OF SURFACE AREA, SECOND CELL (C) SHOULD HAVE TEE POST SUPPORT OR 9 GUAGE WIRE 257 OF SURFACE AREA AND THE OUTLET ZONE STAKE TO TO SIDE OF BASIN - SECURE TO (D) SHOULD HAVE 257 OF SURFACE AREA. SUPPORT WIRE VERTICAL POST 4' -0" MAX. 2. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE. II I I /i REVISION DATE - NOVEMBER 3, 2008 3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH - II TOP OF FABRIC OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET L L L - - - - - -- L L L L- L L L L L L L- - L_ L L L SHOULD BE 6" APART. u /�� \• LLL LLLLL LLLLLL _LLLL �LLL LLL /\ HIGHER THAN LL LLLLL LLLLLL LLLLL i!- LLL LL SPILLWAY INVERT. 4. DO NOT SPLICE FABRIC. USE ONE CONTINUOUS L L L L L L L L L L L L L L L L L o I- L L L / / /��\ 2' -0" TOP OF BAFFLES PIECE ACROSS BASIN. \ j \\ L L L L L L L L L L L L L L L L- LL / / / \ \�� SHOULD BE 2" / \ \\ LLLLL LLL LL LLLLL LL /\�/ LOWER THAN TOP 5. INSPECT BAFFLES AT LEAST ONCE A WEEK AND �j� /� //� OF THE BERMS. AFTER M RAINFALL. N REPAIRS ED I A ELY. REM OVE SEDI M EN TDEPOS T M S WHEN IT REACHES HALF FULL. 6. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.65. SUPPORT POSTS, 24" MIN. 700 g /m2 COIR MESH OR SIMILAR 1. _.... __ _..._..._ _. __,_ _.._.. PER NEW NCDENR RECOMMENDATIONS 2. BASINS LESS THAN 20' LONG REQUIRE TWO (2) COIR BAFFLES 3. SEE PLANS FOR BAFFLE SPACING NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY DURING PROLONGED RAINFALL. REPAIR SHALL BE MADE AS NECESSARY. 2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR. $' -o» _ I EXISTING GROUND 1 \� "� %� / //i .LINER NORTH AMERICAN 4:1 SIDESLOPES GREEN S150 UNLESS NOTED OTHERWISE PERMANENT DRAINAGE SWALE -TYPE 1 REVISION DATE - NOVEMBER 3, 2008 (MODIFIED FOR THIS PROJECT) 12' -0" r \\ 1.5' 4 1 4:1 SIDESLOPES ` -LINER NORTH AMERICAN GREEN S150 PERMANENT DRAINAGE SWALE -TYPE 2 REVISION DATE - NOVEMBER 3, 2008 (MODIFIED FOR THIS PROJECT) BURY INTO BOTTOM OR SECURE BOTTOM OF BAFFLE TO SEE PLAN FOR ACCESS SIDE GROUND w/ 12" STAPLES ® 12" MAX. DRIVE WIDTHS SPACING o� 8' 2' 12' 1' POROUS BAFFLES REVISION DATE - DECEMBER 07, 2012 SEE GRADING PLAN FOR SLOPE 4.0% 4.0% MIN. SEE GRADING PLAN FOR SLOPE f- �- ` /VX/ / \A / \A / \A / \A / \�'V� VA VA \ 1' / \v v \� /VA/ V� /VA/VA /VA //\ j A A 4' / 1 / /A //A/Z' '/COMPACTED /\ / \ \ / \ \ / \ \ / \ \ ABC GRAVEL ON FILTER FABRIC ( SEE LAYOUT /X SOLAR PANEL AND PLANS FOR HEAVY /LIGHT DUTY " � TORQUE TUBES DESIGNATIONS AND SHEET C-505 FOR TYPICAL PAVEMENT DETAILS TYPICAL GRAVEL ACCESS DRIVE SECTION (MODIFIED FOR THIS PROJECT) ERFACE LINER NORTH AMERICAN GREEN S150 SLOPE PROPOSED GRAVEL ACCESS ROAD CAD 2.0% IN EACH DIRECTION FROM CENTER 2' 18' -0" 2' STANDARD HARDWARE CLOTH - EXTEND 12" BELOW GRADE POST RIP RAP FACED WITH #57 WASHED STONE - 6" THK MIN. X OPTIONAL 5' X 10' X 2' DEEP a SEDIMENT PIT / II II 'EXCAVATE 8 "x12" TRENCH UPSLOPE ALONG LINE OF POSTS. EXTEND HARDWARE CLOTH INTO TRENCH, SECTION BACKFILL TRENCH AND COMPACT SOIL 3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER. 3. SILT FENCE OUTLETS SHALL BE LOCATED AT LOW POINTS IN CONTINUOUS RUNS OF SILT FENCE. R' -n" _... _... .... PERMANENT DRAINAGE SWALE -TYPE 3 V -DITCH REVISION DATE - NOVEMBER 3, 2008 (MODIFIED FOR THIS PROJECT) PERMANENT DRAINAGE SWALE -TYPE 4 TRAPEZOIDAL SWALE PROP. FINISH GRADE LINE REVISION DATE - NOVEMBER 3, 2008 (MODIFIED FOR THIS PROJECT) NOTES: 1. SEE GRADING PLAN FOR LOCATION OF SWALES - ALL PERMANENT SWALES SHALL BE MAINTAINED AT ALL TIMES 2. CONTRACTOR MAY MOVE STRAW WATTLES DURING STAGING OF MATERIALS, HOWEVER WATTLES MUST BE REPLACED AT THE END OF THE DAY. 3. CONTRACTOR SHALL REMOVE ANY RUTTING IN AREAS OF PERMANENT SWALES DUE TO STAGGING OF MATERIAL PRIOR TO THE END OF THE DAY. 4. PERMANENT SWALE TO BE A MINIMUM 12" DEEP WITH A MINIMUM 6" BERM ON THE DOWNSLOPE SIDE OF SWALE. 15' -0" CLEAR± I v \v \v\ -- - - - - -- `�� /�V��VA�� , A/ /VA / -- - - - - -- ---- - - - - -- - 7.5 2 �1 2.0% MIN. I 2.0% MIN. CUT SLOPE / 2:1 MAX. \\ \\7 12" COMPACTED ABC GRAVEL ON 3' MIRAFI HP570 GEOTEXTILE FABRIC SUBGRADE COMPACTED TO 100% STANDARD PROCTOR TYPICAL DUKE ENERGY ACCESS DRIVE 3:1 MAX- FILL SLOPE (MODIFIED FOR THIS PROJECT) SOLAR PANEL AND TORQUE TUBES i z o w > bi ~ w a (n LEI Wr^ VJ w o u') z c� N p a 0 . O UV) ) ° - U) � `o >_ rn Lo Q ° 0 o Q iw � U � Lo i O - co o Q z 0 L-Li Q of U _° u w 2 ~ O Lo o ED z '^ lJ, � U Y co N r w cif Q J ,� .,~ ' W"&S EAL r; _ = 041595 '. F 0 :.4 ��•f 'yG I ENGINEER'S STAMP m U m I N O O � I N cf) Z O z o Z cn w > bi ~ w a (n LEI m U w o w o u') z c� N p a O l� w D UV) ) rn II� W 0 0 iw Q Q Q z 0 0 L-Li Q of U Z u w 2 ~ O o ED z '^ lJ, J J w 0 Y co N r w cif Q J co U m U m I N O O � I N cf) Z O z o Z cn w > bi ~ w a (n LEI m U w o w o u') z c� N p a O l� w D UV) ) rn - Z � MIN. 6" HIGH BERM ON DOWNSLOPE z Lo SIDE OF DIVERSION SWALE N w 0 a m U V/7/177 /\ .�!��\ �� /ice ,;\i,:. - <;, ,,: r,� - PROPOSED PAD GRADE LINE OPPORTUNITY 0 3 0 0 0 w� N O y 00 o� o F Sg �o o� �N o� �o s C, o z�¢ az o� Z 3 � U � U 8 W O N N \- NAG S150 LINER PROJECT 11098 0 DATE DRAWN OCT., 2014 PERMANENT DRAINAGE SWALE BETWEEN ARRAYS REVISION DATE - NOVEMBER 3, 2008 DRAWN BY RLC (MODIFIED FOR THIS PROJECT) McGILL PROJECT NO. 12.01416 0 /2„ 1 „ • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING PLANNING FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # G0459 1416 06- DETAILS.DWG 2"-5" 12„ INFLOW — STRUCTURE RIP —RAP DISSIPATOR SEED AND MAT INTERIOR AND EXTERIOR SLOPES OF SKIMMER BASIN FOR STABILIZATION CHOIR BAFFLES —SEE PLANS FOR SPACING 4'x4' CONC. RISER BOX W/ TRASH RACK --EMBANKMENT "Tr1AlE ENERGY ;SIPATER - ---------- ------ -- ---- -- vvvv EMERGENCY SPI WAY TO INCLUDE IMP RVIOUS i LINER W � 2 \ \ �Q 4--- -WOOD STAKE OR \ \\ � METAL POST RIP —RAP LEVELING PAD TURN SILT FENCE UNDER SKIMMER (CLASS B INTO DAM SECTION STONE PAD 4'x4'x1' MIN.) PLAN 4'X4' PRECAST RISER BOX NOTES: WITH TRASH RACK (TOP 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY INDI IS SET AT BASIN DEPTH NDICATED ON PLAN) NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. PROP DESIGN SURFACE AREA ELEV 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" DEEP X 6" WIDE TRENCH WITH H HIGHER FL ST TO BE 6" APPROXIMATELY 12 „ OF RECP S EXTENDED BEYOND THE UP —SLOPE PORTION OF THE TRENCH. INFLOW DEPTH INDICATED ON ANCHOR THE RECP'S WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12” APART IN THE BOTTOM STRUCTURE PLAN OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO WATER COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF RECP'S BACK OVER SEED AND COMPACTED SURFACE SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12 APART ACROSS THE WIDTH OF THE RECP'S. 3. ROLL THE RECP'S DOWN OR HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH FILTER - APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL FABRIC z SURFACE BY PLACING AND SPACING STAPLES /STAKES IN APPROPRIATE LOCATIONS PER SEDIMENT DEWATERING� �\ a MANUFACTURER RECOMMENDATIONS. ZONE w °- 4. THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY 2 " -5" OVERLAP ZONE N DEPENDING ON RECP'S TYPE. RIP RAP LEVELING PAD UNDER SKIMMER TO PREVENT GROUNDING OUT 5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) NOTE: WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" ALL EMERGENCY SPILLWAYS SHALL BE SECTION APART ACROSS ENTIRE RECP'S WIDTH. LINED IN ACCORDANCE W/ NCDENR STANDARDS. FABRIC SHALL BE TERRATEX GS — INSTALL 6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE PER MANUFACTURER'S RECOMMENDATIONS NECESSARY TO PROPERLY SECURE THE RECP'S. STAPLE /ROLL INSTALLATION REVISION DATE - NOVEMBER 3, 2008 EROSION CONTROL BLANKET 10" EXCAVATED CUT SLOPE —� 1-1/2" METAL STAPLE EROSION CONTROL BLANKET COMPACTED FILL SLOPE EROSION CONTROL BLANKET 010E NOTES: 1. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS. 2. SEE GRADING PLAN FOR LOCATIONS OF CUT AND FILL SLOPES. 3. MATTING SHALL BE: NORTH AMERICAN GREEN S150, AMERICAN EXCELSIOR EROSION CONTROL BLANKET, OR EQUAL, INSTALL ON ALL DISTURBED SLOPES (CHOSEN PRODUCT MUST BE RATED FOR SLOPES 2:1 TO 1:1). 4. ALLOW 3" MIN. OVERLAP BETWEEN PARALLEL STRIPS. 5. BURY THE TOP END OF THE MAT IN A TRENCH 4" OR MORE IN DEPTH. TAMP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN FROM THE TRENCH. OVERLAP END OF TOP STRIP 4" AND STAPLE. SLOPE STABILIZATION WITH MATTING REVISED FOR THIS PROJECT - � 2' MIN. PERMANENT DIVERSION DITCH REVISION DATE - NOVEMBER 3, 2008 END C �y ARM ASSEMBLY (6' MIN. LENGTH) Q-oJ NOTE SEE EROSION CONTROL PLAN FOR ACTUAL CONFIGURATION LINER TO EXTEND UP SIDES OF WEIR MIN 12" — TYP. BOTH SIDES 1' -0" MIN. TO INVERT OF SPILLWAY 8' TO 10' WIDE FOR RISER BASINS (10' IF OVER 10' FILL) EMERGENCY SPILLWAY 1.00' MIN. CARRY LINER DOWN TO EXISTING GRADE (EDGE FILTER OF DISTRUBANCE) FABRIC OUTLET PIPE (SEE PLAN FOR SIZE & SLOPE) SRN EDGES OF FABRIC DOWN MIN. 12" 6'x6' CONC. BASE INTO GROUND — W. #4 REBAR @ 12" TAMP AND COMPACT 6" PVC PIPE w/ GRAVEL BEDDING O.C. (BOTH WAYS) (1' HIGH) TOP VIEW PVC ELBOW WATER SURFACE END CAP Y2" HOLES ;IDE =XIBLE HOSE 00 00 00- 00 SCHEDULE 40 PVC PIPE AFTER SKIMMER IS INSTALLED CONTRACTOR SHALL NOTE SKIMMER SIZE OF ORIFICE INSTALLED W/ A PERMANENT MARKER — NOTATION TO BE VISIBLE OUTSIDE OF BASIN FR „C„ N ENCLOSURE WATER ENTRY UNIT PVC VENT PIPE SCHEDULE 40 n PVC PIPE wlw ' BOTTOM SURFACE END VIEW FRONT VIEW SEDIMENT BASIN WITH RISER AND SKIMMER ORIFICE PLATE PVC TEE NOTE SEE EROSION CONTROL PLANS FOR SKIMMER AND ORIFICE SIZES. R' —(1" MIN TEMPORARY DIVERSION DITCH REVISION DATE - NOVEMBER 3, 2008 REVISION DATE - NOVEMBER 3, 2008 (MODIFIED FOR THIS PROJECT) NOTES: 1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD 2. STONE TO BE 2 — 3 INCH WASHED STONE RAILROAD BALLAST. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. 5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. 6. REFERENCE NCDENR LAND QUALITY SECTION DESIGN EN P INFLOW STRUCTURE RIPRAP SEED OR MAT SLOPES OF SKIMMER BASIN FOR STABILIZATION — INFLOW DEPTH INDICATED ON ELEV. SPILLWAY WEIR 1' MIN. FREEBOARD STRUCTURE PLAN EL� - WATER SURFACE Z 2) = Q / / \ / / \ \j\ WATER DEPTH �— \\ \\ \ \, ACROSS SPILLWAY w w / CARRY LINER DOWN TO \\ - - - - - -- - -- - - 0 w = EXISTING GRADE EDGE ---- - - - - -- /ice /�• ---- .--- .-------- - - - - -- OF DISTRUBANCE) SEDIMENT I STORAGE DEWATERING J ZONE ZONE RIP RAP LEVELING PAD UNDER SKIMMER TO PREVENT GROUNDING OUT SECTION SKIMMER TO EXIT AT POND INVERT ELEVATION OR LOWER TURN EDGES OF IF POSSIBLE FABRIC DOWN MIN. 12" INTO GROUND — NOTE: TAMP AND COMPACT ALL EMERGENCY SPILLWAYS SHALL BE SEE EROSION CONTROL LINED IN ACCORDANCE W/ NCDENR PLAN FOR DISCHARGE STANDARDS. PIPING SIZE & LENGTH FABRIC SHALL BE TERRATEX GS — INSTALL PER MANUFACTURER'S RECOMMENDATIONS SKIMMER IS INSTALLED ;ACTOR SHALL NOTE SKIMMER )F ORIFICE INSTALLED W/ A kNENT MARKER — NOTATION TO 3BLE OUTSIDE OF BASIN .E END VIEW EXISTING ROAD 10' 4' 36' MIN. 6" 6" HUMP TO DIVERT RUNOFF FROM EXISTING ROAD 10, SO' Ml MANUAL: 6.06. 6" HUMP TO DIVERT RUNOFF FROM EXISTING ROAD 2 " -3" COARSE AGGREGATE STABILIZED CONSTRUCTION ENTRANCE (RAILROAD BALLAST) I��o REVISION DATE - NOVEMBER 3, 2008 PROVIDE GEO- TEXTILE FABRIC UNDER COURSE AGGREGATE PVC ELBOW END CAP Yz" HOLES ;IDE =XIBLE HOSE 6" MIN. TOP VIEW WATER SURFACE SCHEDULE 40 PVC PIPE GIN IR T VINI I PVC VENT PIPE ''- BOTTOM SURFACE SKIMMER DETAIL FRONT vlEw REVISION DATE - SEPTEMBER 17, 2014 SCHEDULE 40 PVC PIPE \—ORIFICE PLATE PVC TEE NOTE SEE EROSION CONTROL PLANS FOR SKIMMER AND ORIFICE SIZES. i Z 0 F_: I X w > ~ w a w Wr^ VJ J z U N D JO Q . 0 X ° - W CD Lo Lo Q ° 0 EMBANKMENT Q ° � U � � Q X 0 m EXTEND SKIMMER Q of z ° Q OUTLET BEYOND OF SILT I _ > w 0 :E Ln O m z � FENCE �� U Y M N w cif Q J co U ------------------------- 1 /j EMERGENCY SPILLWAY / TO INCLUDE IMPERVIOUS /RIP LINER RAP LEVELING PAD \ UNDER SKIMMER 2 k 6 vA- .r P BAFFLES TURN SILT FENCE INTO DAM SECTION PLAN y / G J\ J� / EMERGENCY SPILLWAY TO PROP DESIGN SURFACE INCLUDE IMPERVIOUS LINER LINER TO EXTEND UP SIDES OF AREA ELEV TO EXISTING GRADE WEIR MIN 12" — TYP. BOTH SIDES BAFFLES TO BE 6" 6" MIN. FROM DEPTH EMBANKMENT HIGHER THAN BASIN MIN. 5' WIDE — INFLOW DEPTH INDICATED ON ELEV. SPILLWAY WEIR 1' MIN. FREEBOARD STRUCTURE PLAN EL� - WATER SURFACE Z 2) = Q / / \ / / \ \j\ WATER DEPTH �— \\ \\ \ \, ACROSS SPILLWAY w w / CARRY LINER DOWN TO \\ - - - - - -- - -- - - 0 w = EXISTING GRADE EDGE ---- - - - - -- /ice /�• ---- .--- .-------- - - - - -- OF DISTRUBANCE) SEDIMENT I STORAGE DEWATERING J ZONE ZONE RIP RAP LEVELING PAD UNDER SKIMMER TO PREVENT GROUNDING OUT SECTION SKIMMER TO EXIT AT POND INVERT ELEVATION OR LOWER TURN EDGES OF IF POSSIBLE FABRIC DOWN MIN. 12" INTO GROUND — NOTE: TAMP AND COMPACT ALL EMERGENCY SPILLWAYS SHALL BE SEE EROSION CONTROL LINED IN ACCORDANCE W/ NCDENR PLAN FOR DISCHARGE STANDARDS. PIPING SIZE & LENGTH FABRIC SHALL BE TERRATEX GS — INSTALL PER MANUFACTURER'S RECOMMENDATIONS SKIMMER IS INSTALLED ;ACTOR SHALL NOTE SKIMMER )F ORIFICE INSTALLED W/ A kNENT MARKER — NOTATION TO 3BLE OUTSIDE OF BASIN .E END VIEW EXISTING ROAD 10' 4' 36' MIN. 6" 6" HUMP TO DIVERT RUNOFF FROM EXISTING ROAD 10, SO' Ml MANUAL: 6.06. 6" HUMP TO DIVERT RUNOFF FROM EXISTING ROAD 2 " -3" COARSE AGGREGATE STABILIZED CONSTRUCTION ENTRANCE (RAILROAD BALLAST) I��o REVISION DATE - NOVEMBER 3, 2008 PROVIDE GEO- TEXTILE FABRIC UNDER COURSE AGGREGATE PVC ELBOW END CAP Yz" HOLES ;IDE =XIBLE HOSE 6" MIN. TOP VIEW WATER SURFACE SCHEDULE 40 PVC PIPE GIN IR T VINI I PVC VENT PIPE ''- BOTTOM SURFACE SKIMMER DETAIL FRONT vlEw REVISION DATE - SEPTEMBER 17, 2014 SCHEDULE 40 PVC PIPE \—ORIFICE PLATE PVC TEE NOTE SEE EROSION CONTROL PLANS FOR SKIMMER AND ORIFICE SIZES. i Z 0 F_: w > ~ w a w Wr^ VJ J z U N D JO Q . 0 N ° - W CD Lo Lo Q ° 0 Q ° � U � � Q i 0 m p Q of z ° Q U _ > w 0 :E Ln O m z � r n v/ � U Y M N w cif Q J .7 E A L r; _ = 041595 — 'i,�f ti0 I ENGINEER'S STAMP m U m bi I N 0 0 0) I N z O Z 0 F_: cn w > ~ w a w CL w U w J z U N D O w w Q rn N II� W 0 W 0 � Q a Q z O 0 Q U Z > w 0 _ I- 0� O m z � r n v/ >_ J J w z O 2 Y M N w cif Q J co U m U m bi I N 0 0 0) I N z O Z 0 F_: cn w > ~ w a w CL w U w w 0 V, L z U N D O w w rn N 0 3 0 0 0 w� N O y N N o= o F � a p o o� �N to s &� z� az w 3 �4 W 0 O N z 0 N Ld \\ \\ \\ \\ w Q m U EARTH BERM OPPORTUNITY PROJECT 11098 PERMANENT EARTH BERM DATE DRAWN OCT., 2014 NOT TO SCALE DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 /2„ 1 „ • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING - PLANNING - FINANCE C=502 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # G0459 6" CONCRETE TOP WITH MANHOLE RING AND COVER CAST IN UNLESS NOTED OTHERWISE MANHOLE RING AND COVER TO BE EXTENDED SO THAT ITS TOF 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 NOTE: STRUCTURES SPECIFIED TO HAVE FLAT JUNCTION BOX (FJB) TOP WILL BE THE SAME TOP AS YARD INLET WITHOUT THE OPEN THROAT OF THE YARD INLET JUNCTION BOX TOP CATCH BASIN SCHEDULE SYMBOL -(JB) RIM = TOP OF COVER GRATES PLACED IN PEDESTRIAN TRAFFIC AREAS TO SHALL BE ORIENTED WITH OPEN SLOTS RUNNING PERPENDICULAR TO TRAFFIC FLOW (TYP. ALL GRATES) FLAT CATCH BASIN TOP CATCH BASIN SCHEDULE SYMBOL -(FCB) RIM = TOP EDGE OF GRATE HEAVY f ^^ ""'^ FRAME UNLESS NOTED OTHERWISE GRATE AND FRAME ASSEMBLY FOR THIS TOP SHALL BE 24 "x36" ( "NEENAH R3233D ") OR ( "U.S. FOUNDRY 5181 - 6420 ") OR APPROVED EQUAL CONFORMING TO N.C.D.O.T. ROADWAY STANDARDS 840.03 CURB INLET TOP CATCH BASIN SCHEDULE SYMBOL -(CI) RIM =TOP OF GRATE DIRECTLY UNDER HOOD OPENING NOTE: MIN. 3000 PSI CONCRETE REQUIRED THROUGHOUT. DRAINAGE STRUCTURE TOP VARIES WITH APPLICATION i i CONCRETE CATCH BASIN EXTENSION RISER; LENGTH AND WIDTH TO MATCH BASIN, HEIGHT VARIES WITH PROPOSED GRADE (SEE CATCH BASIN SCHEDULE) >OLID CONCRETE TOP; "H AND LENGTH TO CH CATCH BASIN CAST IN 2 LIFTING "EYES" NOT TO BE REMOVED UNLESS OTHERWISE NOTED SOLID TOP CATCH BASIN SCHEDULE SYMBOL -(ST) RIM = TOP OF COVER SI CONCRETE _ ALL TOPS --P WITH RAME PROP THROAT ELEVATION CATCH BASIN TOP CATCH BASIN SCHEDULE SYMBOL -(CB) RIM = TOP EDGE OF GRATE \ _ / -/ YARD INLET TOP CATCH BASIN SCHEDULE SYMBOL -(YI) RIM = BOTTOM OF THROAT OPENING CATCH BASIN TOP DETAILS REVISION DATE - OCTOBER 22, 2010 PRE -CAST CONCRETE CATCH BASIN; LENGTH, WIDTH AND HEIGHT VARIES BY MANUFACTURER AND APPLICATION; SEE CATCH BASIN SCHEDULE AND VERIFY WITH SUPPLIER 5 " -8" WALL THICKNESS WITH KNOCKOUT PANEL NO PORTION OF STRUCTURE SHALL BE REMOVED, DAMAGED OR OTHERWISE ALTERED EXCEPT THOSE AREAS DESIGNATED AS KNOCKOUT PANELS NLESS NOTED OTHERWISE GRATE ND FRAME FOR THIS TOP TO BE 4"x24" ( "NEENAH R- 3339A ") OR J.S. FOUNDRY 4190 -6259) OR PPROVED EQUAL; VERIFY TRAFFIC OAD REQUIREMENTS ON ALL GRATE ND FRAME ASSEMBLIES 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 8" THROAT OPENING ALL FOUR SIDES UNLESS NOTED OTHERWISE GRADING CONTRACTOR'S PRICE FOR STORM STRUCTURES SHALL INCLUDE THE COST FOR ADJUSTING THE TOP ELEVATION OF THE STRUCTURE UP TO 1' -0" AS DIRECTED BY THE OWNER /ENGINEER INLET (3) No. 4 REBAR 6 "VARIES 6" KNOCKOUT PANEL II II .. (TYP. EACH SIDE) 6 r a II II II II T w B o B J INLET - - -- 8 - - -- VARIES ° CONCRETE INVERT INSTALLED AT A CONSTANT SLOPE 6„ FROM INLET TO OUTLET KNOCKOUT PANEL (TYP. EACH SIDE) —\ A_ PIPE TO BE FLUSH WITH INSIDE WALL OF BASIN AND GROUTED SMOOTH PROPOSED PIPE INVERT = BOTTOM OF PIPE AT FLOW LINE OUTLET SECTION A (P PROP. TOP OF WALL ELEV. PER GRADING PLAN d e ° < o PROP. GROUND ELEV. Jam/ a AT WALL TOE PER PROP. 0 CD o CO GRADING PLAN (2:1) ARCH CMP o O�O > o MAX. SLOPE TOPNOFRBANK PER < PLANS ANCHOR BOLTS o O�O p U IL' ON 18" CENTERS of co z CD = 0 LID PROP. WALL FOOTINGS AS REQUIRED BY STRUCTURAL DESIGN 3/4" FLAT WASHER 2 -1/2" MIN. CMP PIPE —' WALL 3/4" GALVANIZED BOLT 2 -3/4" NUTS 12" MIN. D a a a ANCHOR BOLT CONCRETE HEADWALL /TOEWALL NOT TO SCALE STRUCTURAL DESIGN OF WALLS AND REINFORCEMENT SHALL BE PROVIDED BY THE CONTRACTOR PRECAST CONCRETE CONSTRUCTION NOTES 1. ALL PRE CAST COMPONENTS SHALL MEET REQUIREMENTS ASTM C -478, LATEST REVISION, AND ASTM C -890. 2. ALL "FORMED IN PLACE" CONCRETE SHALL BE CLASS "B ", 3000 PSI MIN. 3. ALL PRE CAST SECTIONS SHALL BE CONSTRUCTED PLUMB. 4. IF MANHOLES OR VAULTS ARE SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED, THE CONTRACTOR SHALL INSTALL UNDER DRAINS AND STONE AS DIRECTED IN THE FIELD BY THE ENGINEER. 5. THE PRE CAST SUPPLIER SHALL BE RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE STRUCTURE AND, WHEN REQUESTED BY THE ENGINEER, SHALL SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS WHICH HAVE BEEN SIGNED AND SEALED BY A REGISTERED STRUCTURAL ENGINEER. CATCH BASIN TOP ----- - - - - -- (SEE SCHEDULE FOR TYPE) BASIN RISER HEIGHT VARIES �(2) No. 4 REBAR 1 d A lw -- CATCH BASIN HEIGHT APPROVED STEPS REQUIRED VARIES BY PIPE SIZE INLET I FOR STRUCTURES OVER AND MANUFACTURER 3' -6" IN DEPTH, 12" O.C. . !! No. 4 REBAR ® 6" O.C. • EACH DIRECTION ° 300 PSI CONCRETE TO FORM INVERT; PROVIDE CONSTANT SLOPE FROM ALL INLETS TO OUTLET, 12" OF #57 STONE SECTION B MAY BE REQUIRED FOR POOR SOIL AND /OR WET CONDITIONS; CONTRACTOR MUST VERIFY WITH ENGINEER BEFORE PLACING BOX NOTE 1. 4' x 4' PRECAST BOXES REQUIRED FOR YARD INLETS. PRE -CAST CATCH BASIN 2. TOP ELEV. OF YARD INLETS NOTES ON PLANS IS REVISION DATE - OCTOBER 22, 2010 ACTUAL THROAT ELEVATION OF BOX. 3. ENGINEER HAS OPTION TO ADJUST TOP ELEV. OF BOXES UP TO 1' -0" - CONTRACTOR TO INCLUDE AS PART OF LUMP SUM BID WA[ �G D L B c0 c0 r�r) r-0 SLOPE �1 VA PIPA 00 N A 1 1 4„ N WALL PRECAST OR CAST Lj IN PLACE END BLOCK 8" < 36" 10" > 36" 3' MIN. CROSS SECTION 1 1/2" G PROFILE PIPE DIA. APPROX WT. -LB. WALL A B C D E G R APPROX. SLOPE 12" 530 6" 6" 6" 21" 21" 6" 6" 6" 21„ 15" 740 6" 6" 6" 21" 21" 6" 6" 6" 26„ 18" 990 6" 6" 6" 21" 21" 6" 6" 6" 31" 21" 1280 6" 6" 6" 21" 21" 6" 6" 6" 41" 24" 1520 6" 6" 6" 21" 21" 6" 6" 6" 51" 27" 1930 6" 6„ 6" 21 " 21 " 6" 6" 6" 60" 30" 2190 6" 6" 6" 21" 21" 6" 6" 6" 69" 33" 3200 6" 6" 6" 21" 21" 6" 6" 6" 78" 36" 4100 6" 6" 6" 21" 21" 6" 6" 6" 21" 42" 5380 6" 6" 6" 21" 21" 6" 6" 6" 26" 48" 6550 6" 6" 6" 21" 21" 6" 6" 6" 31" 54" 8240 6" 6" 6" 21" 21" 6" 6" 6" 41" 60" 8730 6" 6" 6" 21" 21" 6" 6" 6" 51" 66" 10710 6" 6" 6" 21" 21" 6" 6" 6" 60" 72" 12520 6" 6" 6" 21" 21" 6" 6" 6" 69" 78" 14770 6" 6" 6" 21" 21" 6" 6" 6" 78" 84" 18160 6" 6" 6" 21" 21" 6" 6" 6" 78" CONCRETE FLARED END SECTION REVISION DATE - NOVEMBER 3, 2008 (♦I Z Ui �i EAL r; _ = 041595 _ ��,•• 1 Ll ENGINEER'S STAMP < z J 0 o < � U < _ > w 0 0 z z J 0 J w w Y cif co < N r J ) U m U m I N r-, O 0) I N Z O z LD 0 w > ~ w � W CL w o w D jj z C� w o O w N 0 rn N V) OPPORTUNITY VJ I— W 0 W U) �0 L.L D z U) 0 3 0 0 0 N O y 00 o� F o� 00 �o o� o �o to s a� a� z� az Z 3 �4 O W O N DATE DRAWN OCT., 2014 DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2 iff IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE McG SHEET illA S S O C I A T E S ENGINEERING • PLANNING • FINANCE C=503 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # G0459 1416 06- DETAILS.DWG z 0 V) w 0 w < m U OPPORTUNITY VJ I— W 0 W U) �0 L.L D z U) 0 3 0 0 0 N O y 00 o� F o� 00 �o o� o �o to s a� a� z� az Z 3 �4 O W O N DATE DRAWN OCT., 2014 DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2 iff IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE McG SHEET illA S S O C I A T E S ENGINEERING • PLANNING • FINANCE C=503 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # G0459 1416 06- DETAILS.DWG Install wattles snugly into trench. Abut adjacent wattles tightly, end to end. without overlapping the ends y � � ti J• J PLAN INSTALLATION BEYOND TOE OF SLOPE NOTE: 1. Drive stakes at each end and at 4'spacing until wattle is secure to slope. Do not crush wattle while staking, Live stakes may be used for permanent installations. 2. Use drainage ditch installation only in low flow conditions, )und (typ•) J Y y y y Y y J J• y .l', J J. 3" to 5" Excavate trench 2" larger than wattle Step 1: Excavate trench and install wattles Backfilled and compacted sgll to ground level of runoff Direction J y y isturbed areas J y from d J y J. 'Y J, Y y INSTALLATION ALONG SLOPES Step 2: Backfill soil against wattles PROPERLY STAKED AND ENTRENCHED WATTLE Provide sufficient length to prevent Stake and entrench wattle water from flowing around the wattle ELEVATION Flow DRAINAGE DITCH INSTALLATION SEDIMENT WATTLE DETAIL (MODIFIED FOR THIS PROJECT) O 1 3 O PLAN VIEW STABILIZED GROUND\ SEDIMENT STORAGE RIP —RAP HEADWALL 1' MIN. HEIGHT FROM ROAD SHOULDER 3' FEW 1 FLOOD STORAGE 2' 1.5' NC DOT #5 OR #57 ,WASHED STONE SECTION VIEW 36" 0 MAX. PIPE INVERT\\ /' \�j / \�j CLASS B �� \ \ /� \ \ /� \ \ /� \ \ /� \ \ /� \ \ /� \ \! RIP —RAP /i. / /i. / /i. / .... / /... ... � ROCK PIPE INLET PROTECTION REVISION DATE - NOVEMBER 3, 2008 PLAN t wattle WATTLE STAKING DETAIL NOTE DETAIL OBTAINED BY INTERNET U.S.D.O.T. V -0" BE BOTTOM OF NO SCALE STAKES REQUIRED Y min. Stakes required for each wattle 25 8 e Existing ground 12 4 S101 10 25' Direction of runoff 20' 0 ° U) CO ELEVATION M Ln Q ❑ 3' min. or v '—Flow direct as specified in plans o o � U � 0 ° o „ ai Sediment wattle p of z o ,�.. Runoff from G disturbed areas Install wattles snugly into trench. Abut adjacent wattles tightly, end to end. without overlapping the ends y � � ti J• J PLAN INSTALLATION BEYOND TOE OF SLOPE NOTE: 1. Drive stakes at each end and at 4'spacing until wattle is secure to slope. Do not crush wattle while staking, Live stakes may be used for permanent installations. 2. Use drainage ditch installation only in low flow conditions, )und (typ•) J Y y y y Y y J J• y .l', J J. 3" to 5" Excavate trench 2" larger than wattle Step 1: Excavate trench and install wattles Backfilled and compacted sgll to ground level of runoff Direction J y y isturbed areas J y from d J y J. 'Y J, Y y INSTALLATION ALONG SLOPES Step 2: Backfill soil against wattles PROPERLY STAKED AND ENTRENCHED WATTLE Provide sufficient length to prevent Stake and entrench wattle water from flowing around the wattle ELEVATION Flow DRAINAGE DITCH INSTALLATION SEDIMENT WATTLE DETAIL (MODIFIED FOR THIS PROJECT) O 1 3 O PLAN VIEW STABILIZED GROUND\ SEDIMENT STORAGE RIP —RAP HEADWALL 1' MIN. HEIGHT FROM ROAD SHOULDER 3' FEW 1 FLOOD STORAGE 2' 1.5' NC DOT #5 OR #57 ,WASHED STONE SECTION VIEW 36" 0 MAX. PIPE INVERT\\ /' \�j / \�j CLASS B �� \ \ /� \ \ /� \ \ /� \ \ /� \ \ /� \ \ /� \ \! RIP —RAP /i. / /i. / /i. / .... / /... ... � ROCK PIPE INLET PROTECTION REVISION DATE - NOVEMBER 3, 2008 PLAN t wattle WATTLE STAKING DETAIL NOTE DETAIL OBTAINED BY INTERNET U.S.D.O.T. V -0" BE BOTTOM OF NO SCALE STAKES REQUIRED Wattle length (ft) Stakes required for each wattle 25 8 20 6 12 4 lope stake WATTLE SPACING Slope Spacing (it) 1:4 or flatter 40 1:3 30 i:2 20 33' 10 I UTILITY LINE (DIAMETER VARIES) I I I I I I I I ",,,--CLASS B CONCRETE I I OR COMPACTED CLAY T I TRENCH 6' 1 WIDTH 6„ NOT TO EXCEED 40 FEET BETWEEN COLLARS PLAN ^. " RETE ) CLAY SECTION ANTI -SEEP COLLAR DETAIL REVISION DATE - NOVEMBER 3, 2008 WATTLE INSTALLATION AND MAINTENANCE NOTES 1. STRAW ROLL INSTALLATION REQUIRES PLACEMENT AND SECURE STAKING OF THE ROLL ALONG THE CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND THE ROLL. 2. IF WOODEN STAKES CAN NOT BE USED BECAUSE OF ROCK, THEN RE —BAR MAY BE USED. BE SURE TO REMOVED RE —BAR WHEN WATTLES ARE REMOVED. 3. ABUT ADJACENT ROLL TIGHTLY END TO END (DO NOT OVERLAP). 4. DO NOT CRUSH WATTLE WHILE STAKING. 5. REPLACE WATTLE ONCE SATURATED WITH SEDIMENT. SUGGESTED WATTLE SPACING GRADE SPACING 1% 200' 2% 100' 4% 50' 6% 33' 8% 25' 10% 20' NOTE : CONTRACTOR SHALL CONSULT WITH MANUFACTURER FOR PRODUCT RECOMMENDATIONS. INSTALL 19GA HARDWARE CLOTH AND STONE #57 WASHED STONE PLAN GALV. STEEL CABLE 1ARNESS SUPPORT RING CORRUGATED PIPE DIAMETER AND FOOTAGE AS SHOWN ON PLANS HARNESS SUPPORT RING CABLE TO BE FIELD ATTACHED WITH SUITABLE FASTENERS AFTER 3/8" GALV. STEEL CABLE ANCHOR GUY SCREWS ARE ATTACHED AND GALV. CLAMPS ANCHOR GUY SCREW USE TWO (2) ANCHOR GUY SCREWS 1/2" DIA. ROD x 18" LONG FOR EACH TIE DOWN. HARNESS SUPPORT RING TO BE USED AT 10' C.C. SECTION AA 19 GA. HARDWARE 5" LONG HEAVY DUTY STEEL CLOTH WITH X" MESH T —POSTS SET 24" MIN. INTO GROUND (MAX. 4' SPACING) N0. 57 WASHED STONE 2 EXCAVATED AREA 24" 16 - - -, ----------- FOR SEDIMENT ' I -: GROUND STORAGE OPENING 1 124 ` a u CATCH BASIN 5032" 't NOTES: 1. ATTACH HARDWARE TO OUTSIDE OF FENCE POSTS WITH APPROVED FASTENERS. 2. FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAIN AND REPAIRED AS REQUIRED. 3. SEDIMENT SHALL BE REMOVED AFTER DEPOSITS REACH HEIGHT OF BARRIER. 4. STEEL POSTS SHALL BE MINIMUM 1:33 POUND PER L.F. 5. REF: NCDENR 6.51.1 PROTECTIVE DRAINAGE STRUCTURE INLET PROTECTION PDS REVISION DATE - NOVEMBER 3, 2008 0 SURFACE PIPE NON— PERFORATED CORRUGATED PLASTIC PIPE(S) A EXTEND PIPE TO THE END OF EACH DAYS FILL WORK. ANCHORS AT 10' O.C. SPACING -\ \ / \ Y rm -- T i 5' MIN. CLASS B RIPRAP (LEVEL SECTION) OUTLET A TEMPORARY SLOPE DRAIN PIPE OUTLET TO FLAT AREA — NO WELL DEFINED CHANNEL I La� SECTION A —A DIKE TEMPORARY FILL ZI/1--- OVER TEE TEE >— J INLET SWALE TO INLET PLAN VIEW T- SECTION TEMPORARY FILL DIKE 4' OVER TEE M I \ TEE J /' J z INLET M ao ih COMPACTED SOIL FILL NOTE: PLACE AT 200' INTERVALS ALONG NEW FILL SLOPE DURING CONSTRUCTION. PIPE OUTLET TO WELL— DEFINED CHANNEL PLAN a SECTION B —B NOTES: 1. La IS THE LENGTH OF THE RIPRAP APRON. 2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT i z r¢r w~ > w > L,U V^^ J w 0 U') z 0 to LIJ 0 JO . 0 0 ° U) CO LID M Ln Q o o � U � i ° m p of z o G LID � U L All r �I� 90 I� Z I% UI �I EAL r; = 041595 — f ,yQ I N�v� e� ENGINEER'S STAMP a z J O 0 Q tY U Q = w J O D O Z z J 0 J W Y LJJ tY M Q C'4 J co U M U M ° I N 0 O 0) I N (/7 z O z z w~ > w > L,U CL U w w 0 U') z 0 to LIJ 0 of 0 U_ w O 0 rn — U) Q I- W 0 w Q Z U) s 0 3 0 0 0 N O y N N O Z o F �o Sg �o o� o� O z Z az o� w 3 �4 � U ow O N LESS THAN 6 . 3. IN A WELL— DEFINED CHANNEL EXTEND THE APRON UP THE Z CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, w WHICHEVER IS LESS. o 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED KM U BETWEEN THE RIPRAP AND SOIL FOUNDATION. FIG. 8.06A REQUIRES A 75' APRON; US ARMY CORPS OF ENGINEERING AND NC WILDLIFE OPPORTUNITY COMMISSION ASKS THAT NO RIPRAP BE PLACED IN LIVE STREAM. THE DESIGN OF THIS STREAM PIPE WILL INCLUDE CONCRETE HEADWALLS AND BURYING THE PIPE INVERT 6" -12" BELOW THE STREAM BED, WITHOUT RIPRAP. PROJECT 121013 NOTE: 1. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.41. DATE DRAWN OCT, C1V J P FLARED END SECTION OUTLET PROTECTION DRAWN BY RLC REVISION DATE - NOVE MIEL20f TCOJECT NO. 12.01416 0 Y2" IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING •PLANNING •FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # G0459 1416 06- DETAILS.DWG 8" AGGREGATE BASE COMPACTED SUBGRADE GEOTEXTILE FABRIC MIRAFI 50OX Q � � ao NOTE ALL THICKNESSES SHOWN ARE MINIMUM COMPACTED. TYPICAL SECTION — LAYDOWN AND TRAILER COMPOUND AREAS N.T.S. NOTE: UPON COMPLETION OF THE PROJECT, ALL STONE IN LAYDOWN AREAS AND TRAILER COMPOUND AREA SHALL BE REMOVED AND STOCKPILED AT AN APPROVED ON —SITE LOCATION AS DIRECTED BY THE OWNER. AREA TO BE BACKFILLED AND PROVIDE PERMANENT SEEDING /GRASSING UPON COMPLETION. CONTRACTOR SHALL FOLLOW AND MAINTAIN ALL EROSION CONTROL MEASURES DURING REMOVAL AND STABILIZATION. 8" AGGREGATE BASE COMPACTED SUBGRADE GEOTEXTILE FABRIC MIRAFI 50OX H z ¢Vo ^^ W U W ~ Q z o LL- Lli > 2" ASPHALT SURFACE COURSE CD Q r. W CD Lo CL o AGGREGATE BASE Q 0 Q COMPACTED SUBGRADE _ ° Z u- GEOTEXTILE FABRIC V) = Q 'n MIRAFI HP570 Q N J a U N 0 c°n BE OPEN if O p°, U) m Y NOTE ALL THICKNESSES SHOWN ARE MINIMUM COMPACTED. ASPHALT PAVEMENT N.T.S. (ASPHALT SURFACE MAY BE INSTALLED FOLLOWING COMPLETION OF PROJECT CONSTRUCTION) 12" AGGREGATE BASE COMPACTED SUBGRADE GEOTEXTILE FABRIC MIRAFI HP570 00 oo ao �� 04 o0 00 1� NOTE ALL THICKNESSES SHOWN NOTE ALL THICKNESSES SHOWN ARE MINIMUM COMPACTED. ARE MINIMUM COMPACTED. LIGHT DUTY GRAVEL SECTION HEAVY DUTY GRAVEL SECTION N.T.S. N.T.S. BACKFILL MATERIAL COMPACTED IN 6" LIFTS " -�, C12 MAX o` 6" MIN ' �\ 1 6" MIN_. %/ i -� -- SPRING LINE OF PIPE \ STORMDRAIN PIPE \ SEE PLAN FOR TYPE ' AND SIZE o o ° -° 6" MIN NO. 57 WASHED STONE �\ EMBEDMENT UNDISTURBED EARTH STANDARD EXCAVATION NOTES: 1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY. 2. PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH SHALL BE FOR ACTUAL QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL. TYPICAL TRENCHING DETAILS NOTE EXISTING SKIMMER ASSEMBLY TO BE REMOVED. RISER STRUCTURE AND PIPE MAY BE ABANDONED IN PLACE. 2:1 FILL SLOPE COORDINATE REMOVAL OF BASINS WITH ENGINEER AND COUNTY PRIOR TO BEGINNING. EXTRA WASTE MATERIAL MAY BE USED TO FILL AREA ABOVE DAM IF AVAILABLE. EXIST. GRADE \ SED. BASIN BERM TO BE LEVELED BY PUSHING TOWARDS TOE OF FILL. PROVIDE POSITIVE DRAINAGE AWAY AND INSTALL RIP —RAP CHANNEL AND DISSIPATOR, SEE BELOW SECTION EXTRA UNIT PRICE P c PER SQUARE YARD MIN. 13' WIDE x 1.5' DEEP — TYP. ALL SWALES WITH THE EXCEPTION OF DISSIPATORS #13 and #15 TO BE 2' DEEP AND 17' WIDE. a to PS ADDITIONAL RIP RAP CHANNEL, TO BE INSTALLED PER "PERMANENT DRAINAGE SWALE — TYPE 3 TRAPEZOIDAL SWALE" DETAIL ON SHEET C -501 OF THE CONSTRUCTION PLANS. AS SHOWN ON PLAN THIS DETAIL THE SWALES THROUGH THE SEDIMENT BASIN AREA SHALL BE 1.5' DEEP WITH THE EXCEPTION OF DISSIPATOR #13 (TSB #13) AND DISS #15 (TSB #15) EACH OF THESE SHALL BE 2' DEEP. ALL THE SWALES SHALL BE SED BASIN ABANDONMENT DETAIL USING RIP —RAP CARRIED THROUGH THE SEDIMENT BASIN AREA, REVISION DATE — DECEMBER 10, 2012 ALL THE WAY TO THE START OF THE DISSIPATOR. THE STONE SHALL BE THE SAME STONE CALLED FOR ON THE PLANS FOR THE DISSIPATORS AT EACH LOCATION AND SHALL BE INSTALLED ON FILTER FABRIC. EXIST. SED. BASIN BERM EXIST. SED. BASIN BERM LT FENCE MUST BE IN PLACE AND ROPERLY MAINTAINED (SILT FENCE ) BE REMOVED AFTER FINAL GRASSING F SED. BASIN IS PROVIDED.) _ EXIST. GRADE EXISTING SILT FENCE TO REMAIN UNTIL SEDIMENT BASIN IS REMOVED AND AREA IS STABILIZED. SEE PLANS FOR DISSIPATOR WIDTH EXIST. TEMP. SILT FENCE PROVIDE RIP RAP DISSIPATER, SIZE AS NOTED ON GRADING PLANS. THE END OF THE DISSIPATORS SHALL START AT THE EDGE OF NON— DISTURBED AREA. REVISION DATE - JANUARY 2, 2007 N 3 �1 PROP. PERM. DIVERSION BERM TO FLARED END SECTIONS PROP. Fl (TYP.) S� PROP. JUNCTIO BOX /4� DIVERSION BERM AT INTERSECTIONS (MODIFIED FOR THIS PROJECT) EROSION CONTROL NOTES 1. THE EROSION CONTROL MEASURES INDICATED ON THIS PLAN PROTECT ADJACENT PROPERTIES FROM RUN —OFF. THE CONTRACTOR WILL BE REQUIRED TO ADD, SHIFT, & RELOCATE EROSION CONTROL MEASURES AS WORK PROGRESSES AND AS WORK IS COMPLETED IN ORDER TO PROTECT FROM ON —SITE DAMAGE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL WORK ON SITE FROM DAMAGE AND SHALL NOT RECEIVE ANY ADDITIONAL COMPENSATION FOR ADDITIONAL MEASURES. 2. SEDIMENT BASIN SLOPES SHALL BE STABILIZED AND SEEDED IMMEDIATELY AFTER CONSTRUCTION. 3. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND IS REQUIRED UNTIL THE SITE IS FULLY STABILIZED. 4. CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO PREVENT TRACKING MUD/ SOIL ON ADJACENT ROADWAYS. ANY MUD /SOIL TRACKED ON ROADWAYS SHALL BE CLEANED DAILY. PROP. DITCH w/ 7.5:1 SIDESLOPES PROP. RIP RAP APRON EXTEND 3' OUTSIDE OF INLET ON THREE SIDES (FLUSH WITH THROAT) EXTEND APRON UP SIDE SLOPES MIN 18" ABOVE THROAT ELEVATION 3' -0" 00 OP BERM BEYOND YARD INLET STRUCTURE — TOP OF BERM 6" LOWER THAN EDGE OF GRAVEL ELEVATION E E OF GRAVEL DRIVE . V -0" MIN. PROVIDE 1' MIN. CLEAR ALL - AROUND STRUCTURE YARD INLET —PROP. ALTERNATE LOCATION OF SECTION BERM IF GRADES WILL PROVIDE POSITIVE DRAINAGE TO FLARED END SECTIONS ... WI.... PROP. STRAW WATTLES — MOVE, SHIFT ARRAY RELOCATE AS REQUIRED TO PROVIDE PROP. (TYAR W W ACCESS BETWEEN PANELS 10' —7 <0- 2' SHOULDER PROP. YARD INLET w/ PROP. INLET PROTECTION PROP. BERM ON DOWNSLOPE TOP OF SLOPE TO BE 6" LOWER THAN EDGE OF GRAVEL ROADWAY ROADWAY/ DIVERSION BERM DETAIL —YARD INLET OPENING ADJACENT TO ROADWAY TO BE CLOSED. THREE REMAINING SIDES TO BE OPEN PROP. ARRAY (TYP.) • 3' 2' SHOULDER -,,,_ YARD INLET OPENING ADJACENT TO ROADWAY TO BE CLOSED. THREE REMAINING SIDES TO BE OPEN PROP. DITCH w/ 7.5:1 SIDESLOPES PROP. STRAW WATTLES - MOVE, SHIFT � RELOCATE AS REQUIRED TO PROVIDE ACCESS BETWEEN PANELS PROP. RIP RAP APRON EXTEND 3' OUTSIDE OF INLET ON THREE SIDES (FLUSH WITH THROAT) PROP. YARD INLET w/ PROP. INLET PROTECTION PROP. BERM ON DOWNSLOPE TOP OF SLOPE TO BE 6" LOWER ° THAN EDGE OF GRAVEL ROADWAY i ¢Vo ^^ w ~ z z o w O CD W CD Lo CL o rn Ln ADJACENT TO ROADWAY Q U ° w u- TO BE CLOSED. THREE W W 'n ° W REMAINING SIDES TO U 0 c°n BE OPEN `0 O p°, U) m z ° � Ln � U r Z UI �l� �I ..~ ' / EAL = 041595 ENGINEER'S STAMP a z J O Q Q ol� U Q = > w J 0 z O m � z J 0 W 2 Y W M Q cif r J co U m U m bi0 I N O O �I N U) J_ Q w 0 w U) �0 L.L Q 0 z V/ S 0 x wo 0 0 w� N O y 00 o= F o� 00 �a o� o z� az w 3 � 4 � U ow O N N z PLAN w 0 INLET RIP RAP APRON DETAIL Q m U (MODIFIED FOR THIS PROJECT) NOTE: OPPORTUNITY INLETS IN SAG POINT WILL NOT INCLUDE THE BERM ON ONE SIDE OF THE INLET — RIP RAP SHALL EXTEND 3' PROJECT 11098 FROM BOX IN ALL DIRECTIONS TO PROTECT STRUCTURE RIP RAP SHALL BE D50 =6 ", SET FLUSH WITH GRADE, DATE DRAWN OCT., 2014 EQUAL TO THROUT ELEVATION DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2 IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING -PLANNING -FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # G0459 1416 06- DETAILS.DWG w ~ z z o w O —YARD INLET OPENING CL o z o ADJACENT TO ROADWAY > U w u- TO BE CLOSED. THREE W W 'n ° W REMAINING SIDES TO ° 0 c°n BE OPEN p°, U) U) J_ Q w 0 w U) �0 L.L Q 0 z V/ S 0 x wo 0 0 w� N O y 00 o= F o� 00 �a o� o z� az w 3 � 4 � U ow O N N z PLAN w 0 INLET RIP RAP APRON DETAIL Q m U (MODIFIED FOR THIS PROJECT) NOTE: OPPORTUNITY INLETS IN SAG POINT WILL NOT INCLUDE THE BERM ON ONE SIDE OF THE INLET — RIP RAP SHALL EXTEND 3' PROJECT 11098 FROM BOX IN ALL DIRECTIONS TO PROTECT STRUCTURE RIP RAP SHALL BE D50 =6 ", SET FLUSH WITH GRADE, DATE DRAWN OCT., 2014 EQUAL TO THROUT ELEVATION DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2 IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING -PLANNING -FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # G0459 1416 06- DETAILS.DWG � s 0 3 0 0 m 0 r S � o D G N O O o Lo OF cl) 00 K pOo K Q (z) j O L 5 O _ o 8' -0' MAX. (TYP.) Q a zz C> w go KNUCKLED TOPyC U C 3 � U � N S No.9 GAUGE WIRE 2" MESH (TYP.) 0 0 LINE POST - EAL (TYP.) = 041595 CD ENGINEER'S STAMP z %� " j � � \\ • °• iii /\ \ /�\ • //\ I I — — � \ II II __TI - - - - -- \ %\ \, KNUCKLED BOTTO ,�\ / /�\ / /�\ j��, 1 1 m� 1 1 I I U) goy I I CONTRACTOR TO BENCH SOILS AT I I J MIN. BOTTOM TENSION WIRE PERIMETER FENCING AS REQUIRED I I (TYP.) I I TO MAINTAIN MAXIMUM OF 6" BETWEEN I I Q NOTE : ALL BLACK PVC COATED SYSTEM I� PICKET AND GROUND II II CHAIN LINK FENCE DETAIL � w 0 N.T.S. ORNAMENTAL METAL FENCE DETAIL -i W (MODIFIED FOR THIS PROJECT) 0 U) Q a Q z QJ O � U > ~ I— w WIDTH AS NOTED ON PLANS 0 MANUFACTURER TO INSTALL � ADDITIONAL PICKET AS NEEDED � o v/ ^ POST, POST BASE TO BE PROVIDED TO ALLOW 4" MAX. SPACE } o 6" O.D. GATE POST AND SIZED BY GATE MANUFACTURER BETWEEN GATE AND POST FABRIC TO MATCH TO SUPPORT GATE Y ui THAT USED IN LINE OF FENCE PADLOCK HOLE SEE PLANS FOR OPENING WIDTH N Q cif r J co U SLIDING GATE TRACK m U TENSION BAR o I I I 0 BRACE BAR o N o I cV rn 0 I 00 0 I 0 z z o w O LD cn a 41 — CL w z — 0 U p V) V, W m z \// /�\ 2" 0. D. GALV. / / / / / / / /// < \ / / \ / / \� I I Ld o Lo w \jAA e 1 5/8 O.D. GALV. _ I `// /� �_,��A /AAA a �AA�AA/ � r o w / STD. PIPE /� /, I I " (n STD. PIPE !% 2500 PSI CONCRETE �jjwj w�� `o I I U) (TYP.) SEMI -SELF DRAINING -- - -- �� MIN. CENTER STOP GATE OPERATOR 1 1 CD Q I I z io IF REQUIRED OR II 0 MIN. SPECIFIED) 1 1 I I o NOTES (TYP.) 1 I I I ALL WELDS CONTINUOUS & SOLID, GRIND SMOOTH, PRIME & PAINT j j I I w a m U COLOR TO BE SELECTED BY OWNER L I '-' a� ORNAMENTAL METAL SLIDING GATE DETAIL ALL BLACK PVC COATED SYSTEM OPPORTUNITY (MODIFIED FOR THIS PROJECT) PROJECT 11098 DOUBLE CHAIN LINK GATE DETAIL N.T.S. DATE DRAWN OCT., 2014 DRAWN BY RLC McGILL PROJECT NO. 12.01416 • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING -PLANNING -FINANCE C=506 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 12/5/2014 3:49 PM 1416 06- DETAILS.DWG ri LA sir LAAAIII ^I r TOP TO GRADE. IMPACTED ,I X I CQ G 2' -10" DIA. 2' -0" DIA. CIX Q U U } EXISTING MANHOLE FRAME & COVER NON- SHRINK GROUT WITHIN 1" OF TOP INSTALL /REMOVE PRECAST CONCRETE GRADE RINGS OR BRICK RISERS AS NECESSARY TO ADJUST TOP OF RIM AND COVER TO GRADE. PLASTER INSIDE AND OUTSIDE OF BRICK RISERS MINIMUM 1/2" THICK. — EXISTING CONE SECTION w CL °a N U) I— W W X INSIDE DIAMETER OF PIPE W1 W2 LIFTING HOLES SHALL BE FILLED H2 PIPE E a p m ¢ SQ. FT. BASE AREA UNDERCUT EXCAVATION IN 3' -2" AND PLASTERED ON BOTH EXTERIOR w N p I- J BY THE ENGINEER 1' -3" 1' -9" AND INTERIOR WALLS WITH MORTAR. CLzp�l - �Q o 21 " -24" 5" 6' -1" 1' -9" >c~iQui =V d 1' -6" 2' -3" 2,100 9.90 oLjppwv> M p 4' -2" 7' -2" 2' -0" 4' -2" w} Q z z 2' -9" 4' -0" DIA. 13.50 4' -0" VERTICAL PRECAST MANHOLE 4' -8" �o z E a 2' -4" 4' -8" 2' -2" COMPONENTS MAY VARY IN VERTICAL Q Z N j Of 17.65 42 " -48" 5' -8" HEIGHT WITH SUPPLIER BUT SHALL BE I— Q w z I 5' -8" 2' -11" 4' -3" 1' -4" MIN. AND 4' -0" MAX. zmw� -� 54 " -60" 6' -10" 11' -9" 3' -6" 6' -8" 3' -4" Z o 7,500 36.27 66 " -72" 8' -1" 12' -0" 3' -8" STEPS FULL DEPTH OF 3' -4" 6' -2" 8,500 40.00 MANHOLE TO BE 9' -4" 12' -8" =WITH 9' -6" INSTALLED IN VERTICAL 7' -6" 10,000 ;ABC ALIGNMENT ON STRAIGHT ALL DISTURBED JOINTS BETWEEN PRECAST SIDE OF MANHOLE. (USE SECTIONS SHALL BE SEALED WITH AN STANDARD STEPS AS 5" APPROVED BITUMINOUS SEALANT OR SHOWN THIS SHEET.) GASKET AND MORTARED WITH BOTH AVERTS EXTERIOR AND INTERIOR JOINTS TE V PLASTERED WITH MORTAR. ELEVATION VIEW MANHOLE DEMOLITION AND ABANDONMENT REVISION DATE - NOVEMBER 3, 2008 ELEVATION VIEW PRECAST MANHOLE NOTES: 1. ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C -478, LATEST REVISION. 2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB 3. ALL MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER. 4. IF MANHOLE IS SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED, THE CONTRACTOR SHALL INSTALL UNDERDRAINS AND STONE AS DIRECTED IN THE FIELD BY THE ENGINEER. 5. STEPS SHALL BE INSTALLED ON STRAIGHT SIDE OF MANHOLE. MANHOLE GRADE ADJUSTMENT REVISION DATE - NOVEMBER 3, 2008 SLOPE BELOW BENCH SHALL 4 2 10' SLOPE BE STABILIZED WITHIN (7) 2• j MqX BENCH DAYS OF REACHING THE BENCH BUILDI 2 S�OpE ELEVATION PER NPDES ------ 2% REQUIREMENTS 2:1 SIDE R S�OpF —� SLOPE 411-1 S�Op FILL HEIGHT 20' MAX. ------------------------------------ - -- - -- FILL SLOPE BENCH DETAIL NOT TO SCALE NC DOT #5 OR #57 �yyy WASHED STONE yv y y y yy A� CLASS B yyyyyyy v I1�I' � / y y EROSION STONE y -�� °0 0 00 0 �I yyyyyyy yyyyy Oq TEMPORARY yvy yvy yy ° OOH O ROADWAY yvy yvyy y� yyyy C) o CD o o ° yyy III y y o o ° o y I y y yy y y y yy G'rPR�l�' /yy y yy yyy y y I y CLASS B EROSION STONE J NC DOT #5 OR #5 WASHED STONE 1/2 PIPE DIA. OR—/ 12" WHICHEVER IS GREATER — CLASS B EROSION STONE FILTER CLOTH TEMPORARY CREEK CROSSING DETAIL NOT TO SCALE -LINER NORTH AMERICAN GREEN S150 TOP OF FILL DIVERSION DETAIL NOT TO SCALE 1. THIS DETAIL SHALL BE FOLLOWED WHERE THE BUILDING PAD SLOPES TOWARD THE TOP OF THE FILL SLOPE. UPON REMOVAL OF CREEK CROSSING STRUCTURES AND PIPE, IMMEDIATELY INSTALL COIR MATTING (NO BACKING) ON DISTURBED AREAS OF CREEK SIDE SLOPES, OVERLAP MATTING MIN. OF 2' TO ADJACENT NON- DISTURBED AREAS. DO NOT MAT CREEK BOTTOM a ILL F- U. TOP STREAM BANK I "-"-VE SANDBAGS i ZY ROAD NOTE: BOTTOM OF STREAM BED SHALL BE RESTORED TO THE ORIGINAL ELEVATION NOTE: FOLLOW THIS DETAIL FOR BANK RESTORATIONS AT PIPE OUTLETS CREEK RESTORATION / REPAIR DETAIL NOT TO SCALE DITCH LINING MATERIAL SHALL ALSO LINE BERM TOP AND SLOPES PLAN TOP OF BERM ELEV. _ TOP OF YARD INLET LID 1' YARD INLET LID 2:1 MAX. BERM SLOPE 1' -0" MIN. DITCH BOTTOM YARD INLET YARD INLET THROAT OPENING PROFILE YARD INLET DITCH BERM (MODIFIED FOR THIS PROJECT) RMAL BACKFILL TENCH/ $ACKFILL PIPE BEDDING SHAPED WITH A TEMPLATE TO INSIDE DIAMETER OF PIPE W1 W2 FIT BOTTOM OF ARCH H2 PIPE E FOUNDATION STONE FOR SQ. FT. BASE AREA UNDERCUT EXCAVATION IN 3' -2" 6" DEPTH INCREMENTS ONLY AS DIRECTED 1' -3" BY THE ENGINEER 1' -3" 1' -9" 1,550 GEOTEXTILE FABRIC AT BOTTOM OF UNDERCUT EXCAVATION ONLY AS DIRECTED BY THE �r.Ir_Iri��Q 1 TRENCH BOTTOM ON UNDISTURBED EARTH FOUNDATION STONE FOR UNDERCUT EXCAVATION ONLY AS DIRECTED BY THE ENGINEER M u rl rirC NOTES 1. STRUCTURAL BACKFILL SHALL BE COMPACTED #67 STONE OR COMPACTED NATIVE SOILS, NOT CONTAINING FROZEN LUMPS AND MEETING THE REQUIREMENTS OF SOIL GROUPS GW, GP, GM, SW, AND SP AS DESCRIBED IN ASTM METHOD D2487. STRUCTURAL BACKFILL SHALL BE PLACED IN LEVEL 6" LAYERS AND COMPACTED TO 95% STD. PROCTOR EQUALLY ON BOTH SIDES OF THE PIPE. 2. CRITICAL STRUCTURAL BACKFILL SHALL CONSIST OF COMPACTED NCDOT #67 STONE. 3. BEDDING SHALL CONSIST OF NCDOT #67 STONE OR APPROVED EQUAL 4. FOUNDATION STONE SHALL CONSIST OF NCDOT #57 OR #67 STONE. ARCH CMP PIPE INSTALLATION NOT TO SCALE HEADWALL DIMENSIONS (METAL PIPE) NOTE: USE NEXT LARGEST SIZE FOR CONCRETE PIPE. INSIDE DIAMETER OF PIPE W1 W2 H1 H2 D E WEIGHT SQ. FT. BASE AREA 12 "- 15 " -18" 3' -2" 4' -10" 1' -3" 3' -2" 1' -3" 1' -9" 1,550 7.34 21 " -24" 3' -8" 6' -1" 1' -9" 3' -8" 1' -6" 2' -3" 2,100 9.90 30" 4' -2" 7' -2" 2' -0" 4' -2" V -10" 2' -9" 2,850 13.50 36" 4' -8" 8' -4" 2' -4" 4' -8" 2' -2" 3' -3" 3,700 17.65 42 " -48" 5' -8" 10' -10" 3' -3" 5' -8" 2' -11" 4' -3" 5,600 28.60 54 " -60" 6' -10" 11' -9" 3' -6" 6' -8" 3' -4" 5' -2" 7,500 36.27 66 " -72" 8' -1" 12' -0" 3' -8" 7' -7" 3' -4" 6' -2" 8,500 40.00 84 " -96" 9' -4" 12' -8" 4' -0" 9' -6" 3' -4" 7' -6" 10,000 44.00 REB 15' MINI UNLESS SF OTHER PIPPAP APPt 12" i NOTE: 1. 4000 PSI CONCRETE STANDARD SIDE ELEVATION wi E REBAR (TYP.) 12" I I W2 FRONT ELEVATION 1 6" 3" DIA. DRAINS 6" ABOVE FLOW LINE REBAR (TYP.) 45' i z O r¢r w > w ~ w a cn - V^^ J W o W V, z 0 w o a O Li- w D O U) ° - U) 00 Ln - } rn Ln Q o Q o � U � `o i O co o cr z o CD Q O Lo � U .1/ (I r I� Z Ui �i Aq EALr: _ = 041595 •. F 0 : 'yQ 114 .4 �� e� ENGINEER'S STAMP a z_ J O Q U > _ W ~ J � O O z � z J p J 2 W W Y cif M N Q J co U m U m 0 i N O O 0 I N cf) z O z O z U (o w > w ~ w a cn - CL w U) o W o W V, z 0 w o a O Li- w D U) rn - VJ Q I— W 0 w Cn 0 0. Q 0 z Q U) s 0 E0 o0 } N O y N N o� F o� �o Sg �o o� �N o� zo &z a a� z� az o� Z 3 � U � U ow O N N PLAN z NOTES: 0 N ILA 1. CONCRETE HEADWALL REINFORCEMENT PER N.C.D.O.T. o STANDARD NO. 838.39 REVISION A. 2. WORK MUST BE ACCOMPLISHED SO THAT WET CONCRETE Q m U DOES NOT CONTACT STREAM WATER. OPPORTUNITY REINFORCED CONCRETE ENDWALL PROJECT 11098 REVISION DATE - NOVEMBER 3, 2008 DATE DRAWN OCT,, 2014 DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2" • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET A S S O C I A T E S ENGINEERING PLANNING FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # G0459 1416 06- DETAILS.DWG / / � I �I II / N I N McLIN =� \\ CREEK S_- S � �X- Q4 — ■ co C\2 I � I I I / I / I I I I 1 I II IIz I III I II I A I1� III i 0 1 c c� I I� II II I f I (4I I r , I w I I i 92 Ct' �p oo" 5� w MY Emil 0 pp <i L2 ''<^ r V/ O ° /A 0 Q O O O D U .d' O m Q `� — Of Z O _ Z: 2 u') � U s 0 3 c O O N O N � Z O F O O W � 3 as oz y z� �o z a� n� a` zt 0 3 � 4 w O N N H 0044144110111 'f, CAfit0 op 0 zz e • * ; Na. 1048 So r ENGINEER'S STAMP Q z J O Q of U > _ w ~ J � O O Z z J O W Y W M Q N J c) U I ; U t m w j I I i < `4 r-, 0 m N I N I � I I SHEET C -402 Z* z 0 NOT TO SCALE 0 McGILL PROJECT NO. 12.01416 J!1 Mc Giff A S S O C I A T E S ENGINEERING - PLANNING - FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 z Q (D z Q U U) 0 z W U) J J W O w Q m U OPPORTUNITY PROJECT 11098 DATE DRAWN OCT., 2014 DRAWN BY RLC 0 /2„ IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET C=40 >� PROP. DUKE ENERGY co z o ;� w SUBSTATION SITE CL w z a W � U 0 W w 0 w o C) o w N 0 N Z* z 0 NOT TO SCALE 0 McGILL PROJECT NO. 12.01416 J!1 Mc Giff A S S O C I A T E S ENGINEERING - PLANNING - FINANCE 124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 z Q (D z Q U U) 0 z W U) J J W O w Q m U OPPORTUNITY PROJECT 11098 DATE DRAWN OCT., 2014 DRAWN BY RLC 0 /2„ IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET C=40 i �\ I 'L - \ \\ EXISTING 68 DUKE ENERGY INTERCONNECT EASEMENT H • I �11, I II EXISTING VEGETATION TO REMAIN AND BE USED TO MEET BUFFER REQUIREMENTS 40 0 20 GRAPHIC SCALE i(__ 04_� TREE LINE I II xl I I xl I I I I Xt I I I X _ >� PROPOSED DOUBLE ROW (STAGGERED) OF NELLIE---j STEVENS HOLLY, 6' TALL AT TIME OF PLANTING, 5' O.C. WITH ROWS 5' APART I I I 40 80 I I� 120 I INCH = 40 FEET BOUNDARY (TYP.) i I I I NS (76) NOTES: 1. ALL DISTURBED AREAS NOT OCCUPIED BY STRUCTURES, PAVING OR PLANTINGS SHALL BE GRADED AND SEEDED AS INDICATED IN SPECIFICATIONS. 2. ALL SHRUB AND TREE PLANTINGS SHALL BE MULCHED WITH 4" CLEAN, PINE STRAW MULCH. 3. ALL PLANT BEDS TO BE EDGED WITH TYPICAL "V— CHANNEL' EDGE. SEE DETAIL, THIS SHEET. 4. CONTRACTOR SHALL SUBMIT A SOIL SAMPLE FOR ANALYSIS BY CATAWBA COUNTY AGRICULTURAL EXTENSION SERVICE, AND SHALL APPLY FERTILIZER, LIME AND SOIL AMENDMENTS AS PER EXTENSION SERVICE RECOMMENDATIONS. 5. A MINIMUM OF FOUR INDIVIDUAL SOIL SAMPLES SHALL BE TAKEN THROUGHOUT THE SITE FOR OVERALL SOIL ANALYSIS. 6. CONTRACTOR TO UTILIZE ALL ONSITE TOPSOIL. CONTRACTOR SHALL SUPPLY ADDITIONAL TOPSOIL AT NO ADDITIONAL COST TO OWNER IF EXISTING TOPSOIL IS NOT SUFFICIENT TO MEET THE NEEDS OF THIS PROJECT. 7. ALL PLANTING AREAS TO RECEIVE 1 cy OF SOIL CONDITIONER FOR EACH 75 sf OF PLANT BED AREA. ACCEPTABLE SOIL CONDITIONERS SHALL BE PULVERIZED PINE BARK, PEAT MOSS OR SHREDDED /COMPOSTED LEAVES. 8. ALL SHRUB BEDS SHALL BE RAISED 6" — 8" ABOVE ADJACENT GRADE, AND TILLED WITH SOIL CONDITIONER. 9. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES BEFORE BEGINNING OF GRADING AND LANDSCAPE INSTALLATION. 10. CONTRACTOR TO VERIFY QUANTITIES OF PLANTINGS AS SHOWN. PLANTINGS INDICATED ON PLANS SHALL PREVAIL OVER QUANTITIES INDICATED IN PLANT LIST IF DISCREPANCIES ARISE. 11. ALL PLANTS ARE TO BE THOROUGHLY "WATERED IN" THE SAME DAY AS PLANTED. 12. SEE DETAIL SHEET FOR TEMPORARY SEEDING SPECIFICATIONS. PLANTING NOTES N.T.S. PLANTING SCHEDULE QTY. I KEY BOTANICAL NAME COMMON NAME ROOT 1-7 00I HEIGHT TREES /LARGE SHRUBS 5' O.C. 175 NS Ilex x 'Nellie R. Stevens' Nellie R. Stevens Holly B &B - -- 76 < I w 1 106 W I ALONG KELLY BLVD. f� D 3' I 0 co ,T o CD LID _o F I II EXISTING VEGETATION TO REMAIN AND BE USED TO MEET BUFFER REQUIREMENTS 40 0 20 GRAPHIC SCALE i(__ 04_� TREE LINE I II xl I I xl I I I I Xt I I I X _ >� PROPOSED DOUBLE ROW (STAGGERED) OF NELLIE---j STEVENS HOLLY, 6' TALL AT TIME OF PLANTING, 5' O.C. WITH ROWS 5' APART I I I 40 80 I I� 120 I INCH = 40 FEET BOUNDARY (TYP.) i I I I NS (76) NOTES: 1. ALL DISTURBED AREAS NOT OCCUPIED BY STRUCTURES, PAVING OR PLANTINGS SHALL BE GRADED AND SEEDED AS INDICATED IN SPECIFICATIONS. 2. ALL SHRUB AND TREE PLANTINGS SHALL BE MULCHED WITH 4" CLEAN, PINE STRAW MULCH. 3. ALL PLANT BEDS TO BE EDGED WITH TYPICAL "V— CHANNEL' EDGE. SEE DETAIL, THIS SHEET. 4. CONTRACTOR SHALL SUBMIT A SOIL SAMPLE FOR ANALYSIS BY CATAWBA COUNTY AGRICULTURAL EXTENSION SERVICE, AND SHALL APPLY FERTILIZER, LIME AND SOIL AMENDMENTS AS PER EXTENSION SERVICE RECOMMENDATIONS. 5. A MINIMUM OF FOUR INDIVIDUAL SOIL SAMPLES SHALL BE TAKEN THROUGHOUT THE SITE FOR OVERALL SOIL ANALYSIS. 6. CONTRACTOR TO UTILIZE ALL ONSITE TOPSOIL. CONTRACTOR SHALL SUPPLY ADDITIONAL TOPSOIL AT NO ADDITIONAL COST TO OWNER IF EXISTING TOPSOIL IS NOT SUFFICIENT TO MEET THE NEEDS OF THIS PROJECT. 7. ALL PLANTING AREAS TO RECEIVE 1 cy OF SOIL CONDITIONER FOR EACH 75 sf OF PLANT BED AREA. ACCEPTABLE SOIL CONDITIONERS SHALL BE PULVERIZED PINE BARK, PEAT MOSS OR SHREDDED /COMPOSTED LEAVES. 8. ALL SHRUB BEDS SHALL BE RAISED 6" — 8" ABOVE ADJACENT GRADE, AND TILLED WITH SOIL CONDITIONER. 9. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES BEFORE BEGINNING OF GRADING AND LANDSCAPE INSTALLATION. 10. CONTRACTOR TO VERIFY QUANTITIES OF PLANTINGS AS SHOWN. PLANTINGS INDICATED ON PLANS SHALL PREVAIL OVER QUANTITIES INDICATED IN PLANT LIST IF DISCREPANCIES ARISE. 11. ALL PLANTS ARE TO BE THOROUGHLY "WATERED IN" THE SAME DAY AS PLANTED. 12. SEE DETAIL SHEET FOR TEMPORARY SEEDING SPECIFICATIONS. PLANTING NOTES N.T.S. PLANTING SCHEDULE QTY. I KEY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT TREES /LARGE SHRUBS 5' O.C. 175 NS Ilex x 'Nellie R. Stevens' Nellie R. Stevens Holly B &B - -- 76 < AT SUBSTATION w 6' 106 N ALONG KELLY BLVD. D 3' NOTE: 1. ALL MULCHED AREAS TO RECEIVE WEED BARRIER FABRIC. 2. LANDSCAPE CONTRACTOR TO SUBMIT SKETCH OF PERENNIAL BEDS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 3. LANDSCAPE CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT TO INSPECT LANDSCAPE MATERIAL BEFORE INSTALLATION 4. SEE SPECIFICATIONS FOR INSTALLATION 5. SHRUB ROWS TO BE STAGGERED 8' APART I ILDI NOTES: 1. REMOVE BURLAP FROM TOP OF ROOT BALL BEFORE BACKFILLING AROUND BALL IS COMPLETED. 2. ALL TREES WHICH ARE SMOOTH BARKED AT THE TIME OF PLANTING, AND HAVE MORE THAN 2' OF CLEAR TRUNK SHALL BE WRAPPED. 3. ALL TREE WRAPPING SHALL EXTEND FROM THE TOP OF THE BACKFILL TO THE LOWERMOST TREE BRANCHES. 4. ALL TREES, WHEN PLANTED, SHALL HAVE THE SAME RELATIONSHIP TO FINISHED GRADE AS TO THE ORIGINAL PLANTING DEPTH. ALL SHRUB BEDS SHALL BE RAISED 6" - 8" ABOVE ADJACENT GRADE, AND TILLED WITH SOIL CONDITIONER ALL SHRUB BEDS IN PARKING ISLANDS ONLY SHALL BE RAISED 12" ABOVE ADJACENT GRADE AND TILLED WITH SOIL CONDITIONER DO NOT REMOVE LEADER THIN BRANCHES AND FOLIAGE BY 1/3, RETAINING NATURAL TREE SHAPE TREES SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANT WAS ORIGINALLY GROWN 4" MULCH AS SPECIFIED 4" WATER DETENTION SAUCER AROUND TREE FINISHED GRADE COMPACTED TOPSOIL BACKFILL UNDISTURBED SOIL TREE PLANTING DETAIL PRUNE PROPORTIONATELY TO COMPENSATE FOR REDUCTION OF ROOTS AND TO PROMOTE NATURAL CHARACTER OF GROWTH 4" MULCH AS SPECIFIED 4" WATER DETENTION SAUCER AROUND SHRUB FINISHED GRADE COMPACTED TOPSOIL BACKFILL UNDISTURBED SOIL TYP. SHRUB PLANTING DETAIL BARE ROOT CONTAINER OR BALL SIZE X "V" — CHANNEL EDGE TO BE LOCATED ALONG 77-037 8 OUTER PERIMETER OF SHRUB PLANTING AREAS 12 11 WHERE SHRUBS ARE PLANTED IN GROUPINGS INSTEAD OF INDIVIDUAL LOCATIONS TYPICAL "V" — CHANNEL EDGE ALL SHRUB BEDS SHALL BE RAISED 6" — 8" FOR ALL MULCHED PLANTING ABOVE ADJACENT GRADE, AND TILLED WITH AREAS SOIL CONDITIONER FINISHED LAWN SHRUB PLANTING BED �4" MULCH AS SPECIFIED UNDISTURBED SOIL TYP. "V"-CHANNEL EDGE DETAIL x I I / o � I \ I / I I / Z–X—X— Flagpole x LP Sign X TEL � PED — ROW - - - -- ROW - - -- -ROW - -- FH T - - - - -T - - - -T— - -'i - -RO - - - -- ROW - -- —ROW -- -- ROW - - -- P -- �— _��___= T — ROW - - - -- ROW - - - -- ROW - - - -- ROW - - - -- ROW— - -- -ROW II II o TEL —W -- �- W---- -W - - -- —W W - - - -- —C- - -- — G - - - -- ROW----- ROW - - - -- �I W — W--- - -W - -- — --- - -G - -- — - - - - - -- — W----- W----- W---- -W - - -- i � --- G--- - -G - -- —G - -- - - -- --------------------------------------------- T � G G 3I W---- -W - - -- I G - - -- G 1 - -- _ --- - - - - -- ---- - - - - -- --- - - - - -- — G---- -G - - -- — — -- — _ _ - -- ---------------------------------- KELLY --- B-OULE-Vilu-%, / EL ED LP I I I I I I I I I WM - - - -- ROW - - -- -ROW - -- ROW - -- — ROW - - - -- ROW -- - - -nvn LP 928 Sign BOUNDARY (TYP.) • • • • • • • • • s Q PROP. SINGLE ROW OF NELLIE STEVENS HOLLY, 3' TALL AT TIME OF PLANTING AT 5' O.C. NS (92) 611 Ns (7) •" as .I� q �I� G(•I 1I1- Z Ui �I +et'retrer�rle °w 131 • � * ; No .1048 ' 12- 5- 'If ENGINEER'S STAMP a z J O 0 Q � U Q = w D O O z ED z J O J W W Y co cif N Q i C-) U m U m N r-, O 0) I N Z o cn > W z O IZ IY U w 0 Z 2 w 0 L0 w � z U (n Ld 0 a 0 w 0 LL_ w 0 z wW 0 0 0) 0 w� _ < w N D N . - 0 co ,T o CD LID _o F w co M m o 00 Q CD Q o a U L0 O m o z o &� a �s � =W o� w 3 U oa N as .I� q �I� G(•I 1I1- Z Ui �I +et'retrer�rle °w 131 • � * ; No .1048 ' 12- 5- 'If ENGINEER'S STAMP a z J O 0 Q � U Q = w D O O z ED z J O J W W Y co cif N Q i C-) U m U m N r-, O 0) I N Z o cn > W z O IZ IY U w 0 Z 2 w 0 L0 w � z U (n Ld 0 a 0 w 0 LL_ w 0 z U) 0 0) - Z Q d. V Z Q U U) 0 Z Q J w I— m OPPORTUNITY PROP. SINGLE ROW OF NELLIE STEVENS HOLLY, 3' TALL AT PROJECT 11098 TIME OF PLANTING AT 5' O.C. oho 40 0 20 40 80 120 DATE DRAWN OCT., 2014 GRAPHIC SCALE I INCH = 40 FEET DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2 • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET I A �1 r1 z 0 V) w w Q m U Z Q d. V Z Q U U) 0 Z Q J w I— m OPPORTUNITY PROP. SINGLE ROW OF NELLIE STEVENS HOLLY, 3' TALL AT PROJECT 11098 TIME OF PLANTING AT 5' O.C. oho 40 0 20 40 80 120 DATE DRAWN OCT., 2014 GRAPHIC SCALE I INCH = 40 FEET DRAWN BY RLC McGILL PROJECT NO. 12.01416 0 Y2 • IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE SHEET I A �1 r1