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Home My WebLink About20110737 Ver 1_Site Plan_20110810 LEGEND-EXISTING CONDITIONS GENERAL CONSTRUCTION NOTES TEL. TELEPHONE PEDESTAL EROSION CONTROL NOTES °PED. 1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY °ELEC ELECTRIC PEDESTAL MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE PED. FOR UNCLASSIFIED EXCAVATION. GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE SCAT PED. CABLE TV PEDESTAL NCDENR ASHEVILLE REGIONAL OFFICE. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK. SIGN 2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM - 7SIGN 40 INTERSTATE HIGHWAY THICKNESS WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS 1. OBTAIN GRADING PERMIT. DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION 2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NCDENR ASHEVILLE REGIONAL OFFICE. 66 U.S. HIGHWAY EQUAL TO OR GREATER THEN 95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND �& ALFATECH 0 CONCRETE MONUMENT PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN 3. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF THE NCDENR ASHEVILLE CM-R/W ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE-DENSITY RELATIONSHIP TEST, 97 EAST BROKAW ROAD, SUITE 300 408-487-1200 ■ RIGHT-OF-WAY MONUMENT ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS. REFER TO GEOTECHNICAL REGIONAL OFFICE. SAN JOSE, CALIFORNIA 95112 FAX: 408-436-1511 • D.O.T. CONTROL POINT REPORT ENTITLED "REPORT OF PRELIMINARY GEOTECHNICAL EXPLORATION PROJECT LUCY" DATED AUGUST SAN JOSE• SAN FRANCISCO THAILAND • SINGAPORE 13, 2010 BY S&ME FOR ADDITIONAL INFORMATION REGARDING COMPACTION & TESTING. 4. PROCEED WITH GRADING, CLEARING AND GRUBBING. SYDNEY •MELBOURNE • DUBLIN • CORK• LONDON• DUBAI LP LIGHT POLE AT Project No. 211155 3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON 5. SEED AND MULCH DENUDED AREA WITHIN 15 DAYS AFTER FINISHED GRADES ARE ESTABLISHED OR PROVIDE TEMPORARY NC BOARD of EXAMINERS CORPORATE LICENSE NO. C-3631 ®PP UTILITY POLE GROUND COVER WITHIN 21 DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. SEED AND SOIL AMENDMENTS ANY AREA NOT CLEARED OR GRUBBED.E- GUY WIRE ANCHOR SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE. ALL SEEDING SHALL BE 4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS ESTABLISHED OVER ALL DISTURBED O MANHOLE PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT AREAS. Q SSMH SANITARY SEWER MANHOLE FENCES, ETC.., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT Q SDMH STORM DRAIN MANHOLE AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING. Q TPMH TELEPHONE MANHOLE APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING Q FOMH FIBER OPTIC MANHOLE THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR 6. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. Q ELMH ELECTRICAL MANHOLE CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EXTRA COST AND o C.O. SEWER CLEAN-OUT ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS 7. REQUEST FINAL APPROVAL BY THE NCDENR ASHEVILLE REGIONAL OFFICE. DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY 0 G.SS GAS SERVICE STUB-OUT APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER 8. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. ®CB CATCH BASIN SEPARATE COVER. OwM WATER METER 5. DISPOSABLE MATERIAL A FH FIRE HYDRANT oa wv WATER VALVE A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE. eG/M GAS METER 6 G/v GAS VALVE B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE PLACED IN SPECIFIED DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE I><Icv IRRIGATION CONTROL VALVE SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER ___________________- CULVERT OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS X FENCE WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE. TEMPORARY SEEDING SPECIFICATION -0000000- GUARD RAIL SEEDING MIXTURE: MULCH: C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE SPECIES RATE (lb/acre) APPLY 4000 Ib ac GRAIN STRAW OR EQUIVALENT COVER OF ---- -----s-----s EXISTING SEWER EWER LINES APPURTENANCES,OF (grain) 12 ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIED UTILITY RYE APPROXIMATE LOCATION OF AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE McGm ----w-----w-----w DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY, SEEDING DATES: PERFERRED ANCHORING METHOD ON STEEP SLOPES. EXISTING WATER LINES HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED. AUG 15 TO DEC 30 GAS GAS GAS APPROXIMATE LOCATION OF MAINTENANCE: EXISTING GAS LINES D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES WHEN SOIL ADMENDMENTS: MOW NO MORE THAN ONCE A YEAR, RE-FERTILIZE IN THE APPROVED BY THE APPROPRIATE AGENCIES. WHEN BURNING IS ANTICIPATED, IN ADDITION TO OBTAINING FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. A S S O C I A T E S TOP & TOE LINES ALL NECESSARY PERMITS AND MEETING GOVERNING CODES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER 2000 I�ac GROUND AGRICULTURAL LIMESTONE AND RE-SEED, RE-FERTILIZE, RE-MULCH DAMAGED AREAS IMMEDIATELY. ENGINEERING•PLANNING-FINANCE 750 Ib ac 10-10-10 FERTLIZER. z+o ivTtt sT.i nNaNw HICKORY,NC Ptt.<0z )sex-2024 --DL-----DL-----DL-----DL-- DITCH LINES AS TO THE SPECIFIC LOCATION OF BURNING AND SHALL NOT BURN WITHOUT THE ENGINEER'S APPROVAL "°EOARDOFEXA`U-9CORPOR-L'°EKSEV °'9 APPROXIMATE LOCATION OF OF THE BURNING SITE. MULCH: DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION UNDERGROUND CABLE TV LINE APPLY 4000Ib/ac STRAW. ANCHOR STRAW BY TACKING SEEDING MIXTURE: APPROXIMATE LOCATION OF AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. SPECIES RATE (Ib/ac) cN OVERHEAD CABLE TV LINE DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B" A DISK w/ BLADES SER NEARLY STRAIGHT CAN BE USED TALL FESCUE 250 (6 Ib/1000 sq ft) APPROXIMATE LOCATION OF ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF AS A MULCH ANCHORING TOOL. KENTUCKY BLUEGRASS 50 (1 Ib/1000 sq ft) -----FOC-----FOC- WAITING FOR A "BURNING DAY". UNDERGROUND FIBER OPTIC CABLE LINEMAINTENANCE: NURSE PLANTS: APPROXIMATE LOCATION OF 6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE-SEED, BETWEEN MAY 1 AND AUG 15, ADD 10 Ib/ac GERMAN MILLET E UNDERGROUND ELECTRIC LINE CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR 15 Ib/ac SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUG 15, DIRECTED BY THE ENGINEER, ALL WORK SHALL BE PAID BASED UPON UNIT BIDS UNLESS OR OTHER DAMAGE. ADD 40 Ib/ac RYE (GRAIN). E APPROXIMATE LOCATION OF SPECIFIED OTHERWISE. CUT/FILL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1 PS OVERHEAD ELECTRIC LINE SOIL ADMENDMENTS: SEEDING MIXTURE: APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY T APPROXIMATE LOCATION OF 7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SPECIES RATE (lb/acre) 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND 1200 Ib/ac UNDERGROUND TELEPHONE LINES SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS TALL FESCUE 100 10-10-10 FERTILIZER. THE WORK. SERICEA LESPENDEZA 30 APPROXIMATE LOCATION OF KOBE LESPENDEZA 10 MULCH: T OVERHEAD TELEPHONE LINES USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES. 8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS NURSE PLANTS: THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH --ROW-- RIGHT-OF-WAY AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. BETWEEN MAY 1 AND AUG 15, ADD 10Ib/ac GERMAN MILLET OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AND IN TREES/SHRUBS ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE OR 15 Ib/ac SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 Ib/ac / SPECIFICATIONS. ADD 40 Ib/ac RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP. TREELINE GRASSES IN LATE SUMMER AND OVERSEED THE LESPENDEZAS 9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING IN MARCH. MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH IPS IRON PIN SET TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES. ROCKS LARGER THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING DATES: MAINTENANCE: RBF REBAR FOUND BEST POSSIBLE SEEDING. THE SURFACE SHALL BE LOOSENED TO A DEPTH OF t4"-6" TO ACCEPT SEED. THE INSPECT AND REPAIR MULCH FREQUENTLY. RE-FERTILIZE IN LATE WINTER OTIPF OPEN TOP IRON PIN FOUND CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE AUG 25 - SEPT 15 AUG 20 - OCT 25 ACCORDING TO SOIL TESTS OR APPLY 150 Ib/ac 10-10-10 FERTILIZER CTIPF CRIMPED TOP IRON PIN FOUND ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE PERFORMED BY A MECHANICAL FEB 15 - MAR 20 FEB 1 - APRIL "HYDRO-SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA APPROVAL BY THE SOIL ADMENDMENTS: (3 Ib/1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4". CMU CONCRETE MASONRY UNIT ENGINEER. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR R/W RIGHT OF WAY APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND CENTERLINE 1200 Ib/ac 10-10-10 FERTILIZER. C CURVE (SEE CURVE TABLE) POB POINT OF BEGINNING CID CALCULATED POINT PB PLAT BOOK DEED BOOK L GENERAL NOTES: LINE (SEE LINE TABLE) BLDG BUILDING 1. PROPERTY AND RIGHT-OF-WAY INFORMATION ARE FROM A FIELD SURVEY PERFORMED CIP CAST IRON PIPE BY McGILL ASSOCIATES. TO CMP CORRUGATED METAL PIPE GASTONIA CONC CONCRETE 2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION �4 CMU CONCRETE MASONRY UNIT THAN THE ORIGINAL SITE, OR AS NOTED. US H`GNwPY - - - 3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT CPP CORRUGATED PLASTIC PIPE LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE TO DIP DUCTILE IRON PIPE DAYS PRIOR TO CONSTRUCTION CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS. FOREST CITY / \ E&T ELECTRIC & TELEPHONE CALL BEFORE YOU DIG, NORTH CAROLINA ONE CALL (1-800-632-4949). FOC FIBER OPTIC CABLE / 4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE /• GIP GALVANIZED IRON PIPE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION G O/H OVERHEAD OF WATER POLLUTION CONTROL. O / \ PROJECT RCP REINFORCED CONCRETE PIPE G I J�� 5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE U/G UNDERGROUND CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE n / LOCATION LEVIED DUE TO POLLUTION CREATED DURING CONSTRUCTION. VCP VITRIFIED CLAY PIPE p " ��0� _ 1 MASS GRADING 7-2 3 - 1 1 PVC POLYVINYL CHLORIDE PIPE 6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO m J \• FFE FINISHED FLOOR ELEVATION CONSTRUCTION OPERATIONS. N0 . D E S C R I PT I ON DATE C Z / / BM BENCH MARK 7. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. /0 8. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY p 1 / / 1 / / CAfJp''., ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO THE LOCAL L. - 11 /' �•°` ii`1� `'; NEWSPAPER, RADIO STATION, FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT, T 1 AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT AGENCY. ALL TRAFFIC DRIVE .• �, / Q CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT COMMERCE OF TRANSPORTATION. MT. PLEASANT '-�'.�' NG�rs � 9. ALL FENCES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL CHURCH ROADIN��` w" IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION SR 1906 PRACTICES AT THE CONTRACTOR'S EXPENSE. L /./ t "p / 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONFIDENTIAL INFORMATION- CONSTRUCTION EXEMPT FROM PUBLIC RECORDS DISCLOSURE 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 ; P R 0 J E C T 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. / 11. REFER TO GEOTECHNICAL REPORT PREPARED BY S&ME ENTITLED "REPORT OF PRELIMINARY L01�/ BR/ N GEOTECHNICAL EXPLORATION PROJECT LUCY, FOREST CITY, NORTH CAROLINA', AUGUST 13, R��GE ROAD 2010 FOR SOILS INFORMATION. SR 1911 FACEBOOK F R C - 2 DATA CENTER LOCATION MAP NOT TO SCALE DWG . TITLE : GENERAL NOTES and STANDARD SYMBOLS JOB NO : 211155 DATE : SCALE : BEFORE YOU DIGI CALL 1-800-632-4949 DWG . NO N.C. ONE-CALL CENTER IT'S THE LAWI C0.0 PLAN GENERAL NOTES ............ ................. 1. PROPERTY AND TOPOGRAPHIC INFORMATION ARE FROM A SURVEY PERFORMED �,77 77-77- ALFATECI Ar4kL BY McGILL ASSOCIATES, ASHEVILLE, NORTH CAROLINA. 77 97 EAST BROKAW ROAD, SUITE 300 408-487- 77� SA -436- -:7-, 7-7, N JOSE, CALIFORNIA 95112 FAX: 408 77,777, 2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER - SAN - SINGA SAN JOSE FRANCISCO THAILAND SYDNEY -MELBOURNE - DUBLIN - CORK- LONDON- CONDITION THAN THE ORIGINAL SITE, OR AS NOTED. 777 AT Project No. 211155 �77.... NC BOARD OF EXAMINERS CORPORATE LICENSE NO. C- 3. LOCATION OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT SEE BUILDING SHEET C 2.1 E 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). 77 PERTAINING TO CONSTRUCTION OPERATIONS. 4. CONTRACTOR SHALL FOLLOW ALL LOCAL, STATE, AND FEDERAL REGULATIONS ................................ 5. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND 24 HOURS PRIOR TO CONSTRUCTION. q T lie, 7 IMcGil E N G I N E E R I N G-P L A N N I N G-F I N A N 1240 19TH ST.LANE NW HICKORY, NC PIL(828)328- NC B—D RS C-0—E LICI-SE C-50 I4 .................OP. STREAM "B EALIGNMENT I ..............................L 4 p T' 2 I ..........I SER VATI ON'�E OT'>> 7-REAM "A"�HLALIGNMENT --------------C I ---------- 0or Ir II �-,IDO NOT DISIIJ r---------- L ��EASEMENT'0 -------------- '�:D6 NOT DISIUmb"t II . ........�MAILER POUN COM, 2 2- IL i 1 MASS GRADING 7 AND PARKING NO D A T IIIIIA . ........ .7 7-f 7777�� IIIOPOSED TEMP. CONFIDENTIAL INFORMATION- EXEMPT FROM PUBLIC RECORDS DISCLOSURE AREA NOT DISTURB�'1'11 PRO J L4-y II771 I----------- I. ... . . . .. .IN FACEB001 IIL -7 I 120 0 60 120 240 360 DATA CENTI L RAPHIC SCALE I INCH 120 FEET G 1 FOOT IL EXISTING COUNTOUR INTERVAL PROPOSED CONTOUR INTERVAL 2 FOOT DWG T I T L E OVERALL GRADING IPLAN IJOB NO : 211155 DATE SCAL E BEF=ORE YC>U 01431 DWG NO CALL 1-800-632-4949 IN.C. (DINE-CALL CENTEF1 FF'18 T-, -r= I A F1 C 2 .0 2 F\10.01417 ALFATECH-Project Lucy Rutherford Co.Site\02_Design Phase\Drawings Data\DrawingPlansets-Building 2&3\1417 GRADING-BUILDING 2.dwg PLOTTED:7/22/2011 43OPM BY Russell NOTE: FUTURE BUILDtNG FOOTPRINTS INDICATED ON THESE PLANS HAVE 'NOT BEEN COORDINATED OR FINALIZED AS OF 7/22/11 WITH ATCE ,OR THE'�OWNER FOOTPRINT IS SUBJECT TO E AT ANY TIM MAIN ENTRANCE ROAD,\ CHANG SEE SHEET C2.2 -SE GRAI�ING PLANS`ARE� FOR MASS GRADING ONLY NOT THE OR USEIN FINE GRADING AROUND BUILDING. AM ALFATECH ,\INTENDED, F 0ON TRACTOR-SHALL PROVIDE POSITIVE OPE A AMINIMUM, 97 EAST BROKAW ROAD, SUITE 300 408-487-120( E ............... SL OF SAN JOSE, CALIFORNIA 95112 FAX: 408-436-151 1.0!%-T,0 YARD"INLETS OR 'SITE_,DAYLIGHT POINTS. SAN JOSE- SAN FRANCISCO THAILAND - SINGAPORI + 0 SYDNEY -MELBOURNE DUBLIN CORK LONDON DUB� AT Project No. 211155 p 00 7 NC BOARD OF EXAMINERS CORPORATE LICENSE NO. C-363 0 0 Szz /Qt, C: "s s v: PROPPSED;SECONDARY ..........I �� 11 / NA EMPLOYEE:ENTRANCE DRIVE V SEE SHEET C2.2 FOR PLANS� , -------------------- 40, Yl TOP 850 861�0 INV.l,,OUT &3,4 I L /----------- -—-------------- ----—-----------— ------------------------------ McG A S S 0 C I A T E S I _J ENGINEERING PLANNING-FINANCE 1240 19TH ST.LANE NW HICKORY-NC PH.(828)328-2024 ILDING 2 op 854 ELEV'JINISH FLOOR 8515.00`� JB #9 TOP &34 00 42" NV. IN' a26.70; l #7 NV 2 0 1 PU T 8 6.5 YI #4 Yl Yl #1 TOP 854.00 YI #2 Yl #3 YI #5 INV. IN 838.61 INV. OUT 8�5.00 8bJ./b TOP 853,75 #1�5�7/5 INV. IN 83641 TOP 853.75 TOP 853.75 TOP 853.75 TOP INV. OUT 847.50 INV. IN 845.87 INV� 1844.54_�� IN 841.79 'INV lk�'837 29 ------------- WV b I - INV. OUT- 838.41 INV. OUT 845�67 INV. 0 T,,844.34 INV. OILFT 841.5§ IN V. OUT 837.09� --- - -------------- ----- ----------- ----- 5. 'I ,I / ' PROPOSED FOREBAY 5k' P 48 _IlC P 30" RCP 42" RCP RCP RC 1.00% 298 LF @ 1.00% 11,2 LF @,,1.0 16� CF-101 1 00% 113'-LF @ 1.00% 255 L O�, 78 LF @�fl.00% .......................... - --------- N_", L-------- --— ————————————-- -- RM STO INKE SYSTIEM--- -- ---J 7�' C I/ Vo ------------------ f /4/ Is, T� LLI > LLI WORK I N EXISTING STREAM CHANNEL NOT TO' BEGIN PRIOR TO ISSUANCE OF PERMIT ru iumr- G ELEV 854 25\q,�q,-\ FINISH FLOOR 856 POND #5- SEE DETAIL > < MASS GRADING 7-22- 11 N 0 D E S C R I P T 1 0 N D A T E jA UARO iT P! fa54M file Ott ------------ (0 + u PROP "A" 70UTLET CONTROL STRUCIURE. WITH OUTLET PIPE AND FLARED + RIZ----- �'END SECTION WITH RIP- -RAP 'AND VERT ALIGNMENTS D ;SIPATER RC 36 CONFIDENTIAL INFORMATION- to cp -7.717. EXEMPT FROM PUBLIC RECORDS DISCLOSURE TOP 816.00 ................... 8\ 10.00 0 'OUT 809.80 K IN EXISTING WOR WASTE -STREAM CHANNEL NOT TO , -STRUCTURAL FILL THIS AREA NON BEGIN PRIOR TO ISSUANCE� T— ;"�CULVERT 1 Y 5B IN, OF PERMIT '-EXISTING LAGOON - FILL`-� ' -SEE SHEET C2.4,, LAGOON AS REQUIRED'...........I CULVERT SHEET WASTEWATER DATA CENTER PUMPING STATION . . . if ......................... DWG T I TL E ---------- WORK IN EXISTING STREAM CHANNEL NOT TO BUILDING 2 SITE BEGIN PRIOR TO ISSUANCE GRADING PLAN PROPOSED STREAM "B"I'll'', 711LALIGNMENT SEE—_-` ,OF PERMIT OTHER PLANS FOR HORIZ' A N D VERT ALI.,NME ------ ---- --------- JOB NO : 211155 PLAN DATE : 60 0 30 60 120 180 SCALE DWG NO GRAPHIC SCALE I INCH — 60 FEET EXISTING COUNTOUR INTERVAL 2 FOOT PROPOSED CONTOUR INTERVAL 2 FOOT BEFORE YOU D143! C2. 1 CALL 1-800-632-49,49 N.C. ONE—CALL CEWER IT'S THE LAW 2' PROVIDE STEPS ON OUTSIDE OF STRUCTURE PROVIDE STEPS ON ANTI-VORTEX STARTING AT PERMANENT POND OUTSIDE OF STRUCTURE PLATE TO TOP (16 O.C.) OPEN TOP STARTING AT PERMANENT POND W/ TRASH RACK TO TOP (16" O.C.) TRASH RACK 4"x4"x4" TEE, TOP CAPPED, 4" ORIFICE OPENING IN SEE PLAN VIEW FOR LOCATION TRASH RACK TO BE APPROVED BOTTOM OF TEE BY ENGINEER (METAL TRASH RACKS U-BOLT SHALL BE PAINTED OR COATED TO AVOID RUST) 72" SQUARE PRECAST BOX TOP OF OPEN RISER - 804.00 PROVIDE GRAVEL BEDDING FOR EXTENDED DRAIN PIPE 12" x 36" WEIR OPENING 4 SIDES AND TRASH RACK - INV. = 802.00 ANTI-VORTEX TRASH RACK 1/2" x 6" x 3 t& ALFATECH 4" x 4" x 4" TEE, TOP WITH THREADED CAP, E 1/2" VALVE STEM STUBBED INTO BOX (SHOWN THIS SIDE FOR #4 BAR @ 6' O.0 97 EAST BROKAW ROAD, SUITE 300 408-487-1200 w/ T-BAR HANDLE CLARITY, SEE THE WET DETENTION POND SAN JOSE, CALIFORNIA 95112 FAX: 408-436-1511 - PLAN ON THIS SHEET FOR LOCATION) TRASH RACK SAN JOSE• SAN FRANCISCO • THAILAND • SINGAPORE M N 48" HDPE SYDNEY •MELBOURNE • DUBLIN • CORK• LONDON• DUBAI PERM. POOL ELEV. 800.50 ......-. TEE ELEV. 800.50 AT Project No. 211155 #4 BAR 12 PVC NC BOARD OF EXAMINERS CORPORATE LICENSE NO. C-3631 #4 BAR @ 12' O.0 CAST IRON VALVE BOX �4" ORIFICE OPENING @ 12" O.0 PRECAST BOX BOTH WAYS TO GRADE IN BOTTOM OF TEE BOTH WAYS 72" SQUARE ra v PROPOSED GRADE ° ° ° ° ° a CONCRETE BASE 2' MIN. COVER ° ° EXTEND 12" DRAIN PIPE TO o ° ° ° a ° DAYLIGHT AT ELEV. 795.00 12" GATE (1' ABOVE BOTTOM OF POND) VALVE 12' 48" HOPE 10 PSI JOINT ° a ° - ONCRETE BASE 12' `�12" PVC C900 INV. = 794.00 ONCRETE BASE CLASS 200 FRONT VIEW of TRASH RACK EXTEND TO DAYLIGHT IN 12 AT ELEVATION 795.00 END of RISER EMBEDDED NOT TO SCALE ro IN CONCRETE 12" MIN. 71 GRAVEL BEDDING UNDER DRAIN PIPE L - SECTION OUTLET STRUCTURE PLAN VIEW of OUTLET STRUCTURE " ~ NOT TO SCALE (4) #5 DOWELS 3" MIN 1" 0 ANCHOR BOLTS _ \ NOT TO SCALE INTO BASE SLAB 12 x 12' FERNCO •�.\ \\\ COUPLING CONCRETE BASE 6" MIN. WASHED STONE w/ No. 4 BAR @ 12"o/c OR OTHER SUITABLE MATERIAL BOTH WAYS OUTLET CONTROL STRUCTURE IN PRIMARY POND 1 NOT TO SCALEMcG A S S O C I A T E S ENGINEERING-PLANNING•FINANCE \ 1 A A 1240 19TH ST.LANE NW iIICKORY,NC PIL(828)328-2024 \ I \ Nc aonao of axnn�iNFaa corcvoanrF icr+NSF No_c-iu�e \ 1 I \ \ PLAINTING PLANTING FLARED END SECTION I \ II \\ `• SHELF SHELF INV. OUT = 795 � 1 WITH RIP-RAP DISSIPATOR PROVIDE AN IMPERVIOUS LINER �' 3:1 MIN. 1' ABOVE i� BOTTOM \ THROUGHOUT THE ENTIRE POND UP TO\`'\. VEGETATED SHELF- � 3'1 I PERM ELEV = 800.50 \ FOREBAY #1 ( ) \ 1 10: 10:1 3 '� � -- ---_ ELEVATION 850.50 PERMANENT POOL). `• TOP OF SHELF 3 / \ i �� = 795.00 \\\_ COMPACTED LINER LSUCH THAT THE CONSTRUCTED BE \\R �\ ELEV = 801.0o BorroM of SHELF , INFILTRATION RATE DOES NOT EXCEED ELEV = 800.00 1' SEDIMENT STORAGE OTTOM ELEV = 794.00 \I 7 0.01 IN/HR. TOPSOIL SHALL BE PLACED `\.. '~ �' `� ON TOP OF LINER FOR VEGETATION,\ ` SECTION q� WET DETENTION POND (WIDTH) GROWTH. (POLYETHYLENE LINER SUCH \ \ AS REEF L15 BLACK OR APPROVED NOT TO SCALE II ��P f i� \ � \ \\ EQUAL) INSTALL PER MANUFACTURERS' � \• RECOMMENDATIONS. / 8' WIDE RIP-RA I I SPILLWAY ELEV. , .- �� \ PROVIDE EROSION �\ I 800.50 ., \ rC)NTR[ll MATTIN(, \ I \ \\ ON ALL CUT/FILL SLOPESAT BACK OF DAM `\ 12" DRAIN PIPE w/ 12" (NORTH AMERICAN GREEN CONTSIONROL TOP ELEV 10' FOREBAY DAM II i GATE VALVE TO REMAIN II i i ,\ o \\ S150 OR APPROVED EQUAL) \ CLOSED (EXCEPT FOR = 807.00 PLANTING MIN. 6' WIDE RIP RAP DAM I I MATTING FULL DEPTH TO SHELF I DRAINING WHEN NEEDED 21 POND INV. 792 \ I FOR MAINTENANCE 7 5' WIDE I ) \ O + vv v v �6"x6"x6 TEE 48' HdPE ® 65% C :7 O./ PERM ELEV = 800.50 \ I \ / O \\ 4.5' PERMANENT POOL 2 7 2.� \ l\ \\ TOWARD CENTER r \ 3. - \ I OF POND TOP OF SHELF 7 - 54" RCP FOREBAY 1 - SEE DRAINAGE PLAN \ \ \ I I RIP RAP ELEV = 801.00 BOTTOM OF FOREBAY (SEE PLAN THIS SHEET) \ \ \ BOTTOM ELEV = 792.00 OREBAY 1 AND FOREBAY 2 \ \ BOT. OF SHELF ELEV = 800.00 12" DUCTILE IRON DRAT BOTTOM ELEV = 795.00 V A V BOTTOM OUT 793.70~ 1' SEDIMENT STORAGE PIPE w/ 12" M.J. GATE 1' SEDIMENT STORAGE IN BOTTOM 1 \ \ MAIN POND G VALVE & BOX l \\ \\ I = 794.00 r I \\ INV IN = 796.00 6'x6' PRECAST CONCRETE INV OUT = 795.00 \ \ \ od RISER BOTH S SHEET) SECTION E DETAIL SECTION @ WET DETENTION POND (LENGTH) 00 v 1 v l NOT TO SCALE \ \ \ \ \ / 12" INLET w/ TRASH RACK \ \ \, \'. I INV.=795.00 \ INSTALI GATF VAI VF AT THE BOX \ TOP WIDTH 10' \ll l 0t1 II (TO REMAIN CLOSED) \�\ TOP of DAM ELEV = 807.00 I I II \\ 6' X 6' PRECAST OX TOP ELO�CRE 80 400 I \ 1 MASS GRADING 7-22- 11 1 *C 4%4%4" TEE, TOP CAPPED 12%36" OPENING 1 4"/FO T I I I - NO D E S C R I P T I O N D A T E OPENING ELEV. 800.50 WEIR ELEV 802.00 (4 SIDES) EROSION CONTROL VALVE STEM MATTING ON BACKSLOPE i II _ /�� ..........t?(f�,,i TOP ELEV = 803.00 N �•� OF DAM NORTH AMERICAN I I I ti GREEN S150 (OR EQUAL) EXISTING ` `7 \ GRADE I PERMANENT POOL ELEV__= 800.50 - 3 n I - "' 1 F~ - �! 12" INLET W/TRASH RACK INV. = 795.00 FOR POOL DRAINING MAINTANENCE ( VALVE TO REMAIN SHUT \ I \ \, -------------------- GRAVEL BEDDING UNDER DRAIN PIPE + _---- -- J. 1 i \ I \ \ CONFIDENTIAL INFORMATION- KEYWAY DEPTH VARIES / _ -T "~ / '. '7 ,�. \ I � X. _- - -- --- � ry~ � � EXEMPT FROM PUBLIC RECORDS DISCLOSURE SEE ANCHORING DETAIL 2 TO 20 FIELD VERIFY / - UNDERCUT EXISTING \ ---- GRADE - MIN. 1' 10 72" x 72" PLASTIC ANTI-SEEP COLLAR \ j 48" HDPE PIPE W/ 10 PSI JOINT MIN. + KEYWAY 12" DRAIN PIPE w 12" \ \ �0 -_ II .. i \;GATE VALVE TOR MAINFACEBOOK ;CLOSED (EXCEPT FOR _ SECTION @OUTLET CONTROL STRUCTURE DRAINING WHEN NEEDED FOR MAINTENANCE) \ NOT TO SCALE / v>>` - , -- - - F R C 2 � � I. - N 8'G WIDE RIP-RAPc I I \ 1" STAINLESS STEEL t txt: V / V i- _ I I SPILLWAY ELEV. -A BOLTS w STAINLESS800.50 9' STEEL NUTS \ \ \ { f I 1 ,: DATA CENTER I , 60 BOX I 3 N I ,I ` I I i I I i i BOTTOM FOREBAY #2 I j DWG . TITLE : ANCHORING DETAIL NOT TO SCALE s I NOTE: � � NOTES CONTRACTOR TO CONFIRM LOCATION OF BUILDING 2 SITE EXISTING UTILITIES PRIOR TO BEGINNING 1 "` / I �� i jr \ i l i \ GRADING PLAN A 1. BOTTOM OF POND SHALL BE SCARIFIED TO A DEPTH CONSTRUCTION. h r ;! / I i \\ / FLARED END SECTION OUTLET , OF AT LEAST 18" DEEP AND RECOMPACTED TO 95% =``I r Y� I l I `� / INV OUT = 795.00. RIP RAP BOTTOM OF OF STANDARD PROCTOR "' I / 2. CONTRACTOR SHALL POST A CONSPICUOUS SIGN I / FOREBAY w /CLASS 1 RIP RAP STATING WHO IS RESPONSIBLE FOR THE REQUIRED I ,' '\`{ r 1 I I I `� �� i I I, GQ � / ,, � '1 �. i �� A � JOB N0 : 211155 MAINTENANCE AND ANNUAL INSPECTION OF THE WET Y I r Il/ I ., \\ j I DATE DETENTION POND. I i I Ali I I I �Q' I I 3. WET DETENTION PONDS USED AS SEDIMENT BASINS - DURING THE CONSTRUCTION PERIOD SHALL BE FULLY s C A L E CLEANED OUT PRIOR TO USE AS A STORM WATER DWG . N o MANAGEMENT FACILITY. BEFORE YOU DIGI l �' CALL 1-800-632-4949 N.C. ONE-CALL CENTER 30 0 15 30 60 90 IT'S THE LAWI C2.3 GRAPHIC SCALE 1 INCH = 30 FEET 2 I 3 I 4 I 5 I 6 F:\10.01417 ALFATECH-Project Lucy Rutherford Co.Site\02_Design Phase\Drawings_Data\DrawingPlansets-Building 2&3\1417_GRADING-BUILDING 2.dwg PLOTTED:8/8/2011 9:49 AM BY:Russell PLAN "I'��'ll""I'l�,'�,��'ll",��,'�,,�'ll"�"IlI """", I ---- I I��,_�,�-�__II_1�_�-:,1'1;,z�Z;I_-1"�,--._�-_,."',._',,-e.,'1I�,�-�_�,-,,_\,.-7111�:��I.�-"�4,--,,��_"1._f,,,_-___11�,��,,��,�__�',�1�11."',',��")1",11.1,\11I�,_11I-"1��__1__�'��'�.,,,�,,J.1I',�,*,�,'.,,�1'',�,,�1',�',.112"�\��",*1'1,,I��1��',,z1�I�I_�__:I_-z�z"�:'1_��,"��'-',,1-��1�__'�;_�',1�-I_�l_,,�-j�y,�l",%��,�I-�'-�,�,,,_,'.�"_��'/,,�'I.,_,,,�_":,_,.\M�_'_,_)��):�_;1�I�I,�_�<:,,�_1�,�\��_,'"�L1\;,,,,-_'.:,'-,�"-_,"41'",.,',"1__,�-1'�,,s,��.1�1��,?-��_"�1I'"�___,__.,z1'_,",""',�,,-,_'1'I,',��A'_�'��_'.,-,","Y:"l.,I"�Dy_""`,,�1�1.""""",I�""""_,,!'_","",lII�/,'1IIIII-'_��",III',",1 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Project No. 211155 :" \\\ // // / /\\ / ", '.PAD ELEV = 854.25 SUBGRADE ,< / AT \ / \ / / / PARATION/ \ NC BOARD OF EXAMINERS CORPORATE LICENSE N0. C- \ / // /,/ / `/\ v z , ti r, x r // SE / I \ Y\ / / / , .r � r ,, Fr # / " ;r t /� REQUIRED / \ -- \ / PRECAST CONCRETE HEADWALL / // \ NV IN 8444 / / / \\ _, .r >...r z`,s"..,.' �' :.. �;'..,, ..,,, .s .s r !r sr .z` ," ,.,.�' '` r� .r� / / _+ // /Y ' - \ -- ',,,,,._-.�,z��....,�-.,,).I-...s.,,��-..�...,�-.�.,!�,�.:...�:.,.L 1,�_-.;,.��.�",;'�I�-..,.,�-�.,I1-.�-.<)�'��. . .... ... ,., -. / ', ———— I ?k'u` r:r, ;_...., .„...�:,r _^_ :, ,d.,,' ,, ,:':i' .. t \ \\ ' a t r' Y' / i �. / / .- s" " sr rY ,g :.;'" _:-.r' ,:,-. ^;.-. .s , s =. . '„`: ,rr s` f, ,` -;" z .-.-rx / / / \ m,., / OD, -- _ — "Y` ~,� -_ -:; ,..: :z. ,,.,} .,,E .:;F" ,r., / .. 7 - �-\ \ -— — ti , _ - i // / \,\ r =, , / - Yat / \�• r - -- „ ;: _ _ / P ..,- \ " l \ —/� ',. ..- ,. ti...,,r. ti.,. iy'.:yr ,.. -^F .r kr' ;F'..v �,r `.-/ if..r'\}..'wr / \\\_. _ i \ :�: ,,.„. ,::, _:::,, _ .„.t :T,..s ,r ,.,.:. ,.x -vx., vx., .„s:a ._s>a ._s>t .rr.>s :Xx1 xv # �/ u+.' r / ... ..,.... r.". r 3/ A ,, EXISTING DRAINAGE PIPING r,"r ,r 1 o rQ % r/ ;,r./ \`\\\\ \ 0 BE REMOVED AFTER STREAM / + / \ ��' / \\ \ R »A» o o ,, 30�� i, I ��„\ r • EALIGNMENT IS IN PLACEh // �, �.\ r s _ Y„.., /, //' y - y ., / 6 I= I./ r `"+ i H �A . ,, r' U , \ £>�`,:;:.- ,�,*.. t' t' r ,. r x"'„i.: ,�-.... s' k xs // / i i ,;/j ;I' ,'I' 1, \\`\ r F I / 1, / / / / i`',r / r 9 5 v mm � v �,v r ,, ; � / / // x /' / ;,/ / i / STA + 0 - END STREAM A v , \ k I \\ k �' / /` r // // `� o l \ �� / ; / \ ,, / rn // /' //` / / EXISTNG CHANNELE IN f `, ~x v / / �� / / , , / ,// / i _ r o v Y ,_.Y \ k ,. v ��L o v v / v ��, 1 / _ _- - v 1 -' i M\\� --�� , �� vv M,r>/ V / "'O. ,// �, ./% ��, -//� ,., / ,EXISTING F$ER/OPTIC/ / i'` Vy �� 1 ANTE "P �..... v ,- vv S �� i i i �' DUCT/�'BA,NK i i /' - .. D I > x�5�. RE=" \ \ ® PROP. 64 LF OF 30" RCP 09 ,� i/; / / - # / I,I ;' ��E S� \\ v v / �S ` I I -------_ --- A. -. v v ® 1.06% GRADE - HEADWALLS `Sx /'' 11 '� =;�-� w //I, ,i �;r ,// // �, A S S O C I A T E M : --- � \. A V pp -` x. "+ /:/ ' / / ENGINEERING PLANNIN -FINAN ---- \ EACH ENO / ; �::,., :', / / / IK K>1211 v v � / �. / _ ,_ / _- _ r \ � ,� r .�- . / "_ / _ / 'ram . \' \ i,:i / t I yr' i/ _ / / --- \ / , STATION 0+00 - BEGIN STREAM "A" \\. \ \ ,� o A , - I ,/---� / REALIGNMENT \ \ o + a - / / i , - I / / / 3 INV OUT ---- _ __- \ \ -__ �, "b . .- - -, STREAM INVERT = 866.00 _ / — / , t -, \ \ \I INV IN y / ® - �% / ----- \ \ /- - / / \ ------ _ �, 848.08 f, _- \ tix _ ,� i r` \ \ \ ry rx �_ ' , r .�'' EXISTING WASTEWATER , y \ '`. \ G N q \\ o ' �. 9 i / , PUMPING STATION' // \ - i yi - \ \�.. .,Q . r'' > . y # .w" # ter' ,." .:_' ;„r , .„lr \ Q / ; ._...... \4• ._ .. ._- ,`,,. ./ " ::.: yr r .;>✓ 1'z ", Jr / , ! / '#� w r r; / \; \ / isa -- / _ it ^ / / / -- .. ' _' -. .':„ \ .,� ,., `, \ ,, , 1, , , �., - -iM / - i'' / 'j:' / I ... \ .� \ , �\ `fi' i' ..., r. / i rj //x'` "! , I w w // it /' r w/ /�: w y lr.. , r \ '', - ," ———— -- ', // __ "/ , „"I / ,r;Y r / / u.. �r r / l I t..r r<r r . 880 880 Q ......... .........z ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... k........ ......... ......... ......... ..... ......... ......... ......... ......... ......... ......... .......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ,......... ......... ......... 876 Q 876 C H Z 5 872 w 872 I Z Ou w ..... ......... ......... ......... ......... ......... ......... ..... ..4 tz 868 ^\ 868 <w / \ cn / \ \ P OPOSED CENTERLINE FINISH r .. " r .. / \ G ADE ELEVATION OF PROPOSED 864 STREAM REALIGNMENT 864 \ ....... .. ........ ........ .... ........ .... ........ ........ ........ ...... 860 860 ^4.17 \I- — - EXISTING GRADE G+RgOF_.... 1..\ 1 MASS GRADING }_ZZ_ 856 856 _ N0 . DESCRIPTION DAT FOC DUCTBANK — $- ._ ...... ........ VERIFY ELEV. PRIOR ....... 0,,,,11„1 „ , 852 TO BEGINNING CONSTRUCTION 852 'oFEssiR® ,b? =�Q@ . ..... ...... ........ .... ........ ... ........ .... ........ ........ ........ ....—„- - - - ........ ........ ...... ........ _ . :A B \ 'S•• �NGIN6- .Q - 848 \ 848 %'�q®•-.....•Pv�� -1 06% GRAPE \ CONFIDENTIAL INFORMATION- \ EXEMPT FROM PUBLIC RECORDS DISCLOSURE 844 PROPOS D 64 LINEARFEET 844 OF 30 IAMETER RCP 1.06% cADE \ PROJECT : ........ .... ........ .. _ _ _ 840 0 840 836 836 N FRC - DATA CENTI -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 PROPOSED CENTERLINE OF ao o zo 40 sI izo STREAM "A" CHANNEL EXISTING I GRAPHIC SCALE I INCH - 40 FEET DWG . T I T L E : GRADE EXISTING COUNTOUR INTERVAL : 2 FOOT STREAM "A" A _ - i o 2'-0" PROPOSED CONTOUR INTERVAL : 2 FOOT PLAN AND PROFILE �,�_",_,�"."i�.._--._.,�,�-.,-_,,,,..,_'_.,�.-`,;�,��.-�..,�,!i.,�_,�_.��/.�,..��.��.,_.,I,,.../.�,�,.4_..",�.�.i-.,,_../�_1_I,,.,'�_��I,�i..4,'.,-.�,"_��,l...*",,l./,'.',',--.1"—�'�..,_��.��.-,��.-1.!4,,,.' ,-.��/.��,/1.�,-.��.�I.''�,),,,1..-.,,��,\1._,_1.".;,,1I.�.I�1_��'1.,�,-��1,,1,l.,,,��144'�1�_��1��-'��I��I��I��I��,��I��I��I��I,� e. 4,,/.. ,1�,-..'. ..l_""..l��.._,_..2�?4;1�4��I��I��I��I��I��I��I��I�,_- ..��1-i..;",_..I"� - _ 1 i I:_�-KI..,l.1,..,_.`�,,�..I�.I.!,�,.._�'._��"_,-...,`'�-1.I/I 1.i,."-7.__-. / ; 2 PROPOSED 2:1 'I I JOB NO : 211155 CUT SLOPE r DATE : 4'-O" -- S C A L E : DWG . NO : STREAM "A" CROSS SECTION BEFORE YOU EN CALL 1-800-632-4949 N.C. ONE-CALL CENTER C ^ . /� IT'S THE LAWI L 4 1 1 2 1 3 1 4 1 5 1 6 F:\10.01417 ALFATECH-Project Lucy Rutherford Co.Site\02_Design Phase\Drawings_Data\DrawingPlansets-Building 2&3\1417_GRADING-BUILDING 2.dwg PLOTTED:7/22/2011 4:24 PM BY:Russell PLAN nNN.M.W.L: .�......I -m-m -......I .m.., m -M., .ml .� ME 11 11.1.1 I I/ ��, .1 I : � 1, , � � � : � I I . �, il -.......... " "'" , L a " ' """ "" :�11 ME \ I I EXIST. PIPING TO BE R I - 1 : : : � I 'EMOVED '' - '_, ` f� PROPOSED STREAM CONSTRUCTION SEQUENCE AND ""' "' , C t° , 7 / \ \q �, y ` . I I OR FILLED WITH PLOWABLE FILL -ter / I \ NARRATIVE - \ j , ,'•, - ,- BRICK PLUG t, y z „ „;.n ,. _,;;` EXISTING PIPING TO BE ;: - r x t, 1. MEASURES AS SHOWN IN THE EROSION CONTROL PLAN�: �i,• �/ / \ PROVIDE EROSION CONTROL ,'r" _� REMOVED AS PART OF DEMO <;. ) a,. 1x \ i i FOR BUILDING PADS 2 AND 3. °� CONTRACT , I `, ,a. E ,' \�: �� ';;,. / � i \ � � -.�� w. \ '�`� USE DIVERSION DITCHES TO DIVERT STORM WATER TO TEMPORARY SEDIMENT PROPOSED BRICK PLUG IN END `'•, s' \ ? BASINS AND AWAY FROM THE AREA WHERE WORK WILL BE PERFORMED FOR STREAM 11 ,�'=' , E OF EXPOSED PIPING - DOWNSTREAM �� _ _ / Aff& ALFATECI �.. ,' \ \ CONSTRUCTION. ., ,. ,, ,' ,f • \\ .�.. // \\ 3J .\\�, \` _\\\ SAN97 EJOSE,AST RCALIA ORNOIAD951112E 300FAX: 408-436- - PIPE TO BE ABANDONED IN PLACE / /.' F'� - '.- " ` \ .� .. ," :/ \ . l�, \;�.... _x, `��`*.�: � SAN JOSE• SAN FRANCISCO • THAILAND • SINGA I --____- --- TYPICAL 2 PLACES / \ / �," \,5',- STREAM "A"GONSTRUCTION: SYDNEY •MELBOURNE • DUBLIN • CORK• LONDON "�,: -------- ' / \ \ I \ ` j f \ \ v AT Project No. 211155 I �. \_ . 1 := ,, i , \ /', ` I i \ �. 1. STREAM"A"WILL BE A CONTINUATION OF AN EXISTING INTERMITTENT CHANNEL THAT NC BOARD OF EXAMINERS CORPORATE LICENSE N0. C- - \ " \ i� �\\ ' \\ ,�` CURRENTLY TAKES WATER FROM AN UP STREAM WETLAND AREA THROUGH A SMALL -- :; , I -->' - r ' ' ",` \ \ \ I d j ', \ - DRAINAGE CHANNEL AND INTO A PIPED SYSTEM. THE EXISTING PIPED SYSTEM IS -_----- - , -' / :_',:' EXIST. CMP \', :F"/ J I APPROXIMATELY 400 L.F.LONG. THE PROPOSED CHANNEL WILL OPEN UP MOST OF _ / , \ `, X ,' I I \ sue., ..._.. '' �,, ' . --,1 ,, 4',- TO REMAIN \ \ ,., i I \ / WHAT WAS PREVIOUSLY PIPED AND ALLOW STREAM DISCHARGES TO FLOW IN AN , / \` - OPEN CHANNEL WITH TWO SHORT LENGTHS OF CULVERT PIPE. ONE CULVERT PIPE `' �l EXISTING PIPING TO BE `\``"`" '` / \ -- PROPOSED PRECAST CONCRETE „:'' , , - `E \ REMOVED AS PART OF DEMO \ i , � , I I -- WILL TAKE THE CHANNEL UNDER A PROPOSED DRIVEWAY. THE SECOND PIPE WILL BE HEADWALL FOR 2 RUNS OF 48" ,'` ,7F, \•CONTRACT \ ` ` \ # \\ 111 USED TO TIE-IN STREAM"A"TO STREAM"B". ,j' - ' I \ t„ `\l`. , �, - P I _ 2. CONTINUE TO USE THE EXISTING OPEN CHANNEL AND PIPED DRAINAGE SYSTEM ROPOSED RE AY FOR, - `�\ - FO B ,,' ,RCP , /, , '•, \ �" \\ %, OND R / � \ --\ UNTIL PROPOSED STREAM WORK IS TOTALLY COMPLETE AND THE NEW STREAM �' - PROPOSED 3:1 CUT SLOPE , \ ' / , PLANS SEE OTHE /// \ CHANNEL IS STABILIZED. APPROVALS MUST BE IN PLACE BYTHEREGULATORY \ \ \\\t r� �I \ rn.._ TYPICAL EACH SIDE OF M PROPOSED 24 LF OF DOUBLE ` " ,. \ , I OFFICIALS PRIOR TO CONTRACTOR PUTTING NEW STREAM BED IN USE. �� I'll NEW CHANNEL _., I'll \, `, `\ `` / _- { / 3. CONSTRUCT DIVERSION BERM AT THE UPLAND END OF THE PROPOSED CHANNEL. 48 DIAMETER RCP - MATCH \ "E \ ` \ I LINE THE BERM WITH EROSION CONTROL MATTING. CONTRACTOR SHALL USE .11 EXISTING GRADE OF EXISTING' ` `" \\ `\ :, ,`, : < \ ADDITIONAL METHODS AS NECESSARY TO KEEP STREAM CONSTRUCTION AREA DRY. _� PIPE " y,, I I PROPOSED STREAM ��B�� \ \\ / �, ",o \ - i I %" �11 + - '` 1 REALIGNMENTS; I v � " ! v STREAM "B"CONSTRUCTION: STATION 0+00 vv / ' it: v fix, '' ' 'BEGIN STREAM ��B�� _'E _ I i /: \ � ` vv ' \ 1. STREAM"B"WILL BE CONSTRUCTED STARTING AT THE END OF THE NEW DOUBLE PIPE ��A ., REALIGNMENT` I 3? v ; , 1.1 11 ``' I', A 1' \\ CULVERTS UNDER THE MAIN ACCESS ROAD. THE PIPES WILL TERMINATE JUST -- ---- I - \ �� `\ \V BEYOND THE NEW FILL SLOPE AND WILL BE APPROXIMATELY 165 FT.LONG. �` - I V A A CURRENTLY THE TWO CULVERTS ARE PIPED APPROXIMATELY 715 L.F.TO A 430 FOOT - - : , :'_� - ?I' $5 ....... v , ,'' ,, A LONG OPEN CHANNEL WHICH OUTLETS TO SECOND BROAD RIVER. _ j ; k0 •, \v ,`t i i \ 2. STREAM"B"GETS ITS FLOWS FROM AN EXISTING STREAM ON SITE WHICH BEGINS ON 1- ; _1 oI �-- \ ,,,V ` / 1 ,� / \ THE ADJACENT PROPERTY. THIS GOOD PORTION OF THIS CHANNEL IS PROTECTED BY - , � _-V D �, d \ / ;, / \ CONSERVATION EASEMENTS ON SITE. ---- �� \ V ` �V(GR x/ �� / j� �/ 11� \ 3. THE NEWLY PROPOSED CHANNEL WILL MATCH UP TO AN EXISTING STREAM BED - III6 \ 1 \\ 5-----Q ^� V /� _ Q �� A11 / i �/ � A WHICH CONVERGES WITH THE OPEN CHANNEL ULTIMATELY DISCHARGING TO THE - I Q \V �� A `, G �I r7 9 =�_ r a / i x \ // / , vv11 1, \\ SECOND BROAD RIVER AT THE SAME LOCATION. �` 1- ;:- CnG \ O �- A A• `, , GI ,,� '__ Q �� p A: �` / .� ' __ / v \ 4. A TEMPORARY SEDIMENT TRAP SHALL BE CONSTRUCTED AT THE END OF THE I D `' ��, �� V A / -_f 9 O' _ - A A � ` , � \ PROPOSED CHANNEL PRIOR TO THE AREA OF TYING INTO THE EXISTING STREAM. McGil � , V �k � / I Q /� -- �� A � '; 1,. - 11 , '"%., '`, v, � `\ THIS TRAP SHALL BE BUILT BEFORE ROUGH GRADING OF PROPOSED STREAM"B". A S S C I A T E �y�i,,y'r� ;, Q o O :' / x, x ,` , /:' ," {' ENGiNEERiNG•PLANNING•FiNAN I \ �Q�: 9; -�' �� _- / � 1 6 ,\ / r = '' EXISTING INTERMITTENT '` \ 5. CONTINUE TO USE THE EXISTING PIPED SYSTEM UNTIL WORK IS TOTALLY COMPLETE 24o ivrH ST.E R I N aicxoxr, NC r t.tszsl s2a- �� 1'i' \ _/ / �_ -� to / / / - A AND THE NEW STREAM CHANNEL IS STABILIZED. THE CONTRACTOR HAS THE OPTION NCEonRNOE�x.u�mvERSC-0-4rELI-SENo.c- 5Q -. III I / / ----- I ' / CHANNEL SEE STREAM v - �` _`? w,: I A / � / � Q �-\ - 0 OF ISOLATING THE AREA AT THE BEGINNING OF THE STREAM CONSTRUCTION IN ,' ':�., ...:� 8' I v / - PREPARED DELINEATION REPORT PR ARE v I"� I I/ " �/ ` ,o '� // %/ '" BY S8LME ` I ORDER TO PROCEED WITH BUILDING THE NEW HEADWALL. ANY DISCHARGE WILL ' .>,. '" , ;II I / `� �_` , v NEED TO CONTINUE TO BE ROUTED TO THE EXISTING PIPED DRAINAGE. APPROVALS /.',' I " -."�, - - � ��4 , I I �' / ` - I " ` I MUST BE IN PLACE BY THE REGULATORY OFFICIALS PRIOR TO CONTRACTOR .. ` 1,rl I I �� / � � ' - v - `� _- v PUTTING NEW STREAM BED IN USE ------ ' ,��`�! I / _' , -�_ - - -' �'` ` `_ 6. DIVERTED TO THE NEW CHANNEL,ABANDON --_ ��".11I I�.I __ = _ \l ONCE THE STREAM FLOWS HAVE BEEN DIV L, ,, I �_ ,\ \ a \ '�tln1 I` I / V I THE EXISTING PIPE AS SHOWN ON PLANS. -' •' V o 11„I I 't v - v I 111 ;I I I _ - v I ��I. , I ,- ��,.. - \\ II vv -- .- -� �'� M ;�B�� .._ . STATION 6+95 END OF STREA `~ ` -"" - -- v '. "�, ___-- - - - A 1 CONSTRUCTION SEQUENCE NOTES PERTENANT TO BOTH STREAMS: �il `" -,_ - -... -, y,_ REALIGNMENT TIE IN WITH EXISTING - _ , _ � 16I _ .. . ` � > i, CHANNEL.. v ., .`. I�� I -' , - ,.-- ... .. •-, -._- -.-- . -. .. 1. REMOVE EXCAVATED MATERIAL TO DESIGNATED STOCK PILE AREA,OR BUILDING PAD - , k� I I,` ,, ,, -.�-- v v v ,:_. �.. ; u1 -- , � F : I �� _,.. ., ------- ,- _,. - V 1 A I _- - - _- - NG „ � -�_..-',. - :- - c, 1n .= -- - --' _..`, "_,., �,` - A A I 2. CONTINUE NUETO WORK PROPOSED STREAM BED TO SHAPE AND SIZE AS SHOWN ON I - q� , �`� ,.,, i1 '' ,.,. ,, ,'`� .. ter-=--- - A A ... ....-. � .- .. ....-. --. - ...._.. - ._. _..,., -..... � ... �.�... ..... -''° � ` " ; .- - .. , .- -, -, M- . .. ... - 3. BRING ENT PLANS DIRE PROPOSED CHANNEL CORRIDOR TO ROUGH GRADE PRIOR TO { j ,- - - . . '�' .. �."Ill ,- _- - v \ BEGINNING CONSTRUCTION OF NEW CHANNEL THIS IS REQUIRED TO ENSURE �, - -- ...... - v _11 ,, / - - � , , -_. - �..,'' -. _. l IDENTIFICATION OF ANY BEDROCK FEATURES OR OTHER NATURAL FEATURES THAT mot.. - --- , � '' A ,,,., / �. �,: / -... �' --1" _-- -- ..�- 1. V A ,, `. ." : F. ' _; - �" \ MAY ALTER PROPOSED CHANNEL GRADE OR PATTERN. ;nl� t �' ;-.. -, -- �- / � _ w � / - - - _ ,.. .." -- A A _ - 1 .,..r..... i , \ -- �� \ �._. - , / - - _..-.- --- ----- ,- - 11 I � �. .. -- - - " v �' \ 4. ROUGH GRADE NEW CHANNEL INSTALLING LARGE BOULDER GRADE CONTROL . ,, - t L /8/ \ ,,,/ .- _ , _� _- --- ..., ..._. - �' v _11 ��- "�� '`� � '� ` �_ `� `, STRUCTURES STEP POOL STRUCTURES ROCK VANES ROCK SILLS AND LOG SILLS 5. BOULDER STEP STRUCTURES SHALL BE INSTALLED TO PROVIDE GRADE CONTROL ALONG THE NEWLY CREATED STREAM CHANNEL AND PROVIDE CRITICAL HABITAT FOR IN-STREAM AQUATIC FISH AND MACRO INVERTEBRATES. PLACEMENT OF BOULDER STEP STRUCTURES MAY BE MADE BY THE ON-SITE REPRESENTATIVE ENGINEER 844 844 DURING CONSTRUCTION ACTIVITIES. 6. IF EXCESSIVE WATER IS ENCOUNTERED IN THE WORK AREA, IT SHALL BE PUMPED OR OTHER WISE DIVERTED THROUGH A STABLE CONVEYANCE TO THE TEMPORARY SEDIMENT BASIN. C 7 GRADED SLOPES SHALL BE SEEDED AND/OR MATTED WITHIN FORTY EIGHT HOURS 840 840 OF REACHING FINAL GRADE. ALL EROSION CONTROL MATTING SHALL BE BIODEGRADABLE. 8. LINE CHANNEL BANKS WITH SOD MATES, HEAVY ROOT MATS,TRANSPLANTS, BOULDER CLUSTERS AND EROSION CONTROL MATTING. 9. INSTALL EROSION CONTROL MAT AT ALL AREAS SUSCEPTIBLE TO EROSION. 10. SEED ALL AREAS WITHIN THE NEW BUFFER AREA WITH MIXTURE OF TEMPORARY 836 836 EROSION CONTROL GRASS AND AN APPROPRIATE NATIVE SEED M IX. 11. INSTALL LIVE STAKES THROUGHOUT IMMEDIATE RIPARIAN ZONE,STAKE SHOULD BE INSTALLED THROUGH ALL MATS, BOTH NATIVE AND MANUFACTURED. ... ... ... ... ... ... ... ... ... \... ... .. ... 12. INSTALL TREES AND SHRUBS THROUGHOUT THE ENTIRE BUFFER AREA(TREES EXIST. GRADE E SHOULD NOT BE PLANTED WITHIN TWO FEET OF THE IMMEDIATE CHANNEL BANKS). 832 m 832 (SEE PLANTING PLAN). 13. FLUSH FINE SEDIMENT OUT OF NEW CHANNEL BY PUMPING WATER FROM THE STREAM OF RELEASING IT FROM ATANKER,ALL FLUSH WATER IS TO BE DISCHARGED INTO THE TEMPORARY SEDIMENT BASIN. W �....... 14. MAKE FINAL REPAIRS AND ADJUSTMENTS TO THE NEW CHANNEL AND FLUSH AGAIN. - F_ i 15. AFTER GROUND COVER HAS BEEN ESTABLISHED,CALL FOR INSPECTION OF NEWLY 828 pp \ 828 CONSTRUCTED CHANNELS BY NCDENR LAND QUALITY SECTION, DEPARTMENT OF Z 2:: 1 FILL SLOE WATER QUALITY AND ARMY CORP OF ENGINEERS. W W 16. UPON APPROVAL BY GOVERNING AUTHORITIES, MAKE ANY ADJUSTMENTS TO NEW m J CHANNEL. CONSTRUCT LOWER TIE-IN OF NEW CHANNEL TO EXISTING CHANNEL. W \ 17. REMOVE EROSION CONTROL TEMPORARY SEDIMENT TRAP AT LOWER END OF Z m STREAM"B". STABILIZE LOWER CHANNEL BANKS AT AREA OF TIE-IN WITH SOD MATS, 824 Oo W ° =rn 824 HEAVY ROOT MATS AND EROSION CONTROL MATS. SEED LOWER CHANNEL TIE-IN 1 MASS GRADING 7-2 2- M H-00 AREA. O CD W 000 18. REMOVE EROSION CONTROL BERM AT UPPER END OF STREAM"A". CONSTRUCT NO . DESCRIPTION D A T W......... Z UPPER TIE-IN OF NEW CHANNEL. STABILIZE UPPER CHANNEL BANKS AT AREA OF TIE- \ VI W IN WITH SOD MATS HEAVY ROOT MATS AND EROSION CONTROL MATS SEED UPPER 820 V7 W _3 820 "s1""'o+ 0 W CHANNEL TIE-IN AREA. ,, �CAR®�/ PROP. CENTERLINE FINISH O \ Z 19. CONTRACTOR SHALL LIMIT THE AMOUNT OF DISTURBANCE TO THE EXISTING �� UJ I W STREAMS WHEN TYING IN THE PROPOSED STREAM AREAS. =�.®F hq' ' - - - - �.._ GRADE OF, STREAM B z e@ \-- I F- 20. DIVERT FLOW FROM EXISTING CHANNEL TO THE NEW CHANNEL. I REALIGNMENT \ z z _ • ED = 21. STABILIZE ALL EXISTING CHANNEL AREAS THAT ARE TO BE ABANDONED WITH - s . 816 - - - - 1 + Z U 816 EROSION CONTROL MATTING AND SEEDING. REMOVE EXISTING CHANNEL PIPES B CD 0 AND/OR PLUG AS SHOWN ON THE PLANS. �'S.y'F!NGINE<;•Q�'� Lv \ N ,/ ,........ ........ . ........ F_ �W . 812 -1.00X 812 CONFIDENTIAL INFORMATION- EXEMPT FROM PUBLIC RECORDS DISCLOSURE PROP; 24 L.F. OF LASS IV RCP 6 1.00% WITH PRECAST C©NCRETE HEA WALL l P R O E C T sos 808 � I � � � : : � � 804 FACEB001 I I I 804 � � � � � � � � : : � � � � � � � "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I"ll,'ll""I'll""I'll",'ll""I'll""I'll",Ill"",� ........ ........ ........ ........ ... ........ . ......... ........ ........ ........ ............ -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 DATA CENTI DWG . TITLE : STREAM "B" A PLAN AND PROFILE JOB NO : 211155 40 0 20 40 s0 120 DATE : SCALE : GRAPHIC SCALE I INCH - 40 FEET EXISTING COUNTOUR INTERVAL : 2 FOOT DWG . NO : PROPOSED CONTOUR INTERVAL : 2 FOOT BEFORE YOU �IGI CALL 1-800-632-4949 0 N.C. ONE-CALL CENTER IT'S THE LAWI 2 .5 1 1 2 1 3 1 4 1 5 1 6 F:\10.01417 ALFATECH-Project Lucy Rutherford Co.Site\02_Design Phase\Drawings_Data\DrawingPlansets-Building 2&3\1417_GRADING-BUILDING 2.dwg PLOTTED:7/22/2011 4:23 PM BY:Russell - PLAN , J I ...I— __ - - --I--- , , ,, , - ,]�:�_ ___ ______" ,_ ' 1 I I \\11�,:'_ I _1 ,�, � - - " - ��,��,� � ", - - � \ \ f "I � 1/�_1 / , __11 � 11 1-7 11 11 11"1'-� �, , � ,�', , ,\��,� � e , "11"11 I. - - � - _ �� - - - � ,,, , ,� �__� _'_ _� -:77, "I " I ,,�,�"",,,, � " , I 0 � � , -- I I _, ""11"""I—� -- ___ 11 - ,�--� ,',`'� , ,",::" 1, 77\,�,\"�� " \ , ,, � �,� " � ,, - 11 � , - i,,,, -� I I ,,� , "I'll � �,��:,��,,, � , ��, ... �� , -- - -_:�- -I �,'�.- 11�_11 1,��,_� e, "I , k ��/,/� - i":,:: , ""," � I ",,,, ,��,��'�� 11" � I I � ,"11 - __ ,<�-��']:,: ,:,11 11 �,_�,:,�i�'��-�7-i,i,-_ '-_ '' �, �, _ --- � ,_ I, �" ," ",,t,/ "/ � -- � ( ,"I1,_�...I I 11, ---- -- -i��'i'�",:,", :_ I" I� , - � I" � - -":,,,,,:,-��,, ,v I'll - -��-7'� '':, ,, _ _ " :i, _:L:-- x ,, ,//1.......... - ,e - __11'� " , " �," � �"\ ',�"'"'" �' �' / -- -___ '� , - -- --�-- �:�'��: . �- - ,�_%�_,11-- __ " ..... �---�,�'�,� ,�"," I \,,,\,'', /�... - - _�_-��, , -11.....��_,,�:"_,,,,�:� _��:�:--�, :�, �,�-_--�7,� � " -11 I I,,,",::, _ � ....... _\1 I�"I �, ��"\, \", ,,", ,,:",� I - - ��,-��,-��,e:;�7771 1 1 " - "" � � � _,�� -1,11, I I 11 � - - � 11 � 'i,� ,_" ,":, , "" - I 11","," ......I� I � ,, ,V ��I 11,11, I 1� \ ___ .: � - - _�.. _11i .....1 :, 11 ,:_:,:__ �_11111 , , "', A - ----,�'�"', '_ - - -,�'�'"', '_,7",_, , ,,," � ..... I -�_""I� ',�',11 , - _�- - � � ,�,��,�'��LL--77',��"i",,,, - , _�� ,:'� ", ,\ � I I I , " ,, ,, ` - - _ ,,_�� - ,, ",,��---,� �-�_�""��,, _�� , " ,," ------ -- , � ... 1� - � " ............... � _m�-_"_"",__ "� , -- "I'll I"I'll I I........ ,�_41_1 1 -f---- - � � -7, ,"��, 11 11 __L� "I'll, " �__�__," , I ,I 11 11 I�� .11 - �-�", ,_�<_;",,--�, - - "",�, ,, �!,_ �"" --" I I 11 �', - -11 2 I'll I , , � - ' _�,- ��;� " ,�" � , ", � - -,7-��,-,� -,-,-�,-�:-��' - � , , I I "", , � Ar4LALFATECH - _ _ � -::7�,-:�7__��,�,_� �,I %�,�I��"LL'. , - � ,i� -_�_:�7 77," :i i:...:i , � 1\1 -_ - _�_ �7,-" �i� ,��_��_,�_ - I ..... "V 1, - MAINTENANCE PLAN � � 1 �� I - ,� , _ � � � ,��j��7�7--7i,��',� �77��I 11 - ,�,�", I,�,�, �% \ -,�,�,�",�," � , , _ �L�,��_ -:- 11 11 1 � , I __� , , ,__ �, ,�, -, ,�,- , , "",�" � � ', ,� "I'll..."I"I", " , , , � , �� \\ ---- " ,_ ', � ,_," �_11;�_�, , � " ,� ��- _ :_-_ 7,-�� _7_ _ - _ � � E -- , � � I - _;_�� :�� - - -777i "", I,, ':,,:� _ � , " i,I, "Ill �� ,�, �� ) ' -�,,�, _��_�_-- � _�,�, , ��, , ,,�, - ''I'll , " �� "I 1� \\ I- � � _� ,� ,,,, , , ,, , - - I_�' " ,�'_'\_, 1� 97 EAST BROKAW ROAD, SUITE 300 408-4-87-1 200 I'll, ''I" - � , I - _� _- _,�,,_��7�777,:�,`:' - ,v, � 7," � � ,"��I 11 ,11"I"I"I 11 11111'11,�_" , 1,I'\ , I -- . � ", - \1 " 1, , " _____ -:, .?� � � ��_ _" "" \ I I �� , 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED "I , � , �� - -1 I ", _ � � � - -� ---,��,"-��-,�:�;�-7"�,"-":",,- --,'��; "" 11 ��.....1:11,11:11'"', ,'��,, SAN JOSE, CALIFORNIA 95112 FAX- 4-08-436-151 1 ... " �" \ , I \\ _:� -�� ,� --�',7��, �:- �� '��,��-::":,77 _i��:, , _ ,-" � , ��_ _ "I "I -1 � ,_,... ,""I _" _ "� " , , , , � � , , ��,�,��,,:-,�-_��- :L- ,I�::��:: �� I I � ,� ,11 ''I I 11 I I ,�, -- 1,I V,;� I,\,"-, � I -- " ,__"" _" I , - , � \ I � , ''�"",�'�-��_'�`?_",�__.��,�7�7'77', ��_ ":� � �,_ , ��, -�-��:::: �� _ " I'll "I'll" ,7�',�',I� , , ,�:�. ..... FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING SAN JOSE- SAN FRANCISCO - THAILAND - SINGAPORE � - "'' \I" I , � -� "I"I"I"I"I_�;�, "I'll", I " ,", I'll \ , , "I , '-- \_ � I � , \1 , � \ � �� - - - , - �_ � " ,�� " 11 I'll I " ,,�,"I 11 I ,\,� .-Mr.,- 1111 SYDNEY -MELBOURNE - DUBLIN - CORK- LONDON- DUBAI , '11, __ I, I ,", ,"11 -i:,�- : , _'�"\ ,\"�) , ,\",�,,V� I , ...,"I","I -- ","i I,I I , 1\ \ I- ,,,��-�:,--,�-,�'��?�7,-�,�,�-,�-":, ' ' -��- ;��_, �� ",,,,I—_i:A,", , , I ----------� ,_ "��... ... ,",_ _ , �... _ - _� �,, " � � I 1, I 1�,1\, , \_, �_� -'>_7�,'��';`�_�__-�7,�_��A 11 _--�,77%,`-'� � ,_�_11�:�"�, 11 ,� - ,,� RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. " - ", - �, � , .77� _- �- , � " , - -- """""_,I— " ''I, ...��... �", "-"''�- - ", ,,, , I � I ,�"',' ,'�� - -7-�,-�---,�- ,��;�-,�i,� "�,,�-,,,," ,-,,�'_�7,,"_�-,,"-,I -- -- - � -�� I I I'll"", ....111I'll, \",�\�,�11\\1_\,-- -,--,--__---.� AT Project No. 211155 ... -- 11 '11'", __ __ � � 11 --_��--�� i�L� _""I 11 �;".7, I I I , __ _"I __ ,,"''I'', , �...� ,_" � _'� � k, , \ , "", - 'i:-,, I " - - ,��-,�-7��-�,'�-,,,'-,-�,'��:��,-��. . .�::�� .- � _ � __ S_1- � _1 - 11-\\ I\ I ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL ""11 1, -- 11 I I � � , _",,, ,�,�--��--� -i-�-�, �� ,'"' -� , , ro, :... .. _�' ,3-�- , ", ,, - I� ''I, ,1� -� '�� " , , _�_�, - - �� _-,�, _�� "" " .....� I -1 " _ ___ 1 I V", ,"" ,,\" ,-�,-,� -3631 � � " - \ I,1,"'I'\'_1111 � ,��>�� ,'_'�, "00000 I__,� " , \�,��11�� ,��,:__,_____ I - , , _1", , _ 11 I "I "1, �)'",, � �:i�k �, ...77, NC BOARD OF EXAMINERS CORPORATE LICENSE NO. C " I , "I'll, "11,", - 11" _ , - � , _'�'��, �i� " _ ,:`�,,��_m:,_7"�77��, I � � , , "" 11 I I N'',-, \�, GNED. � , "I'll, "I'' - - � , - � , , i �: �:�7�-777-�,�--'- ,'�,.��-�,��'_�� - ,", ::,� � " "I',""," - ",,_�,:_ � , 1� � _11 I I", 11 "I"�� 11", --_2, �, - -\ " , ,� " , \ , , , - . _ ,��_�_� _� � .... �11 -11,�'�' , ,_ � 7:� . - ,: �,,�,,"_� 11 �-� "", �i,�,� ,\ \ S21V ,� � � � 11 11 �, "I'' - ,�- 11 � "I � , I�,� , \ I \ I I -�_ -, _', ,, ,"�7--7�'-,�"�,_w, �"�11 I � ,��-""� �t, ��, - - I � _, '' ,��_7,"" _�,�,�, ,,_ I .......�"I� , W -� �, , ,,, , , 11" "I" -- " � I " �7.......77,7-��',�.....� � II �I "I, ��"-� 11 " 11 �, ... , I I :I � , - "," _,,;,,� , " 11 "I" _ �I 11 I � � �� ,,�_ - , � 11 :��-�--,77�1 ��L_�,_-L-�,/�, � I I � --- � � � I , , -��--777e'` �' ��-� -� �� ,'�'-_�,';,�� - I I I i :1 ,, : I� 11 ''I'll ''I I I "I __ - , , I I I I , , , I"I �, _�� , _ , ,� 5�_:::�� ' 1 11 - , I \,� ton"114 A�IjOr-(G)F :,:,: "I_ ; I � 11 " , , - 11 �I , --;� " I I -_-,I -7"11 �::�� _ " L��- ...�,, ,,,,," , ,, _ " :11 1��11'1, I , � � �� 1 11 11 ,", 11", , , _ � � -- , - _,�_��-�-, _ --�:7'-_�,i'-:��,- - , . 1�_ - --, � I , '7", � "' , , - ��_' _:�: , ", , ��,��, , 11" , I" \I 11 - -��__ - ...��, I " " I , I , � � - �, I I I ��:��i,11 -I I __�:� - ,,� _ __ . "" - I I " , I 11, ,, 4 1 1 � 1, � � � I � _ 11 � - 2. SEDIMENT SHALL BE REMOVED FROM THE TEMPORARY SEDIMENT TRAP WHEN : � I � I "" , � , -��I�_�_11�1 , - 5- _� � -��'11," I I � � " _"11 , ," _'� , �" :::��_ __ \ % I ______ , , , _11 I - , ,� '\ ,,,, �\, ':" �� 11 __;� � _ - , _ �11 -_�,-,11 , _ I , - "I'll" 11 I I � � 1\ , \ --- ''I I , _ t - � , I I , _ I /I \ � � _7 77��_:L_'-:�: - � �,__-_ � I _ I _ _ -'�I_ - �v 1�� 1� _,,I I � ," 11 , _� , ---- -�_ � --1. _ _ - \ \ � " "I 1,"� -- 11- , _" 11 I '\ , ,,, ,, _ _ -, - I,- , , I � "I �37 1 , ", �, I __ _ STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL SHALL BE CLEANED � , " � � , " 1,� I,1� � � , , :,�- �- " - I __ '-�_-- " \" I � --- - -", - -��,� ___ ,, 10-_1111�...... I I : - \ , , _ 45i�� 20 'to . �`%::� ':��'�`�� - , \ , "I"I"I 11 11 , I � �I "I, __,I 1'', ,, I I - "I',"", 1,1 __ , I'� --'�'�"_,;� " - , � __ __ � - _11 _,__ � , "I'll - �p ,1�,�, , - 11 ,_.�_ � _ ,:,,�� - _ ��, " �� 1,I , I 1, _� 1� 1, � 1, - "I, " , - -7'�-�,�-", � - ,_�5��' ," - �, I I �, \ �� HE TEMPORARY SEDIMENT TRAP NO LONGER DRAINS PROPERLY. I \" I _ " "I'll'', , ,_ _ , ,_ ,� � -I' �, ,_, 11,,'' ----"' ,,�""' ,:,--, ! \"\, ", ,,�`\"\, , , :Ll __ , !� " -�,_ I � --- � _,_� � , I'll 1� 1, I I , � 1\ --- I- \,1, 1� I , � -,, � _� � ,- , , , , - _�� _� ��_ , 77'7,--�,'_ � �,,�;;� _-,"''I'll", 1, � 1� " I I , / , - � - , --- "'"', ,� -�� , � --- - � _ ," --,"''I'll" � � I , , \ , - - \1 11 � I I I I I ��_ � �_, -- � �, I 11 � , � -� -__ , , , � � , / '�,_ ��_ �' 11, , � �, I I''I" , ," :7 - 1, I �� ___ ___�,�, , I I , I , ,"I��, "� 1�� "I" - � , ",, , ,," "�,"I I -_ , ,, �� - -_ :;:��,�� I , _ _� , I '�� "I � � I - � , "I � - � � � I '\ 11 I I I I"", , " " �', � I �, 1, I , 11 � ) ,��\" -- i .........1_� 1", , , "I'll",'"' I "__" ",,_ _,�- �� 11 1" � - I- I _ ____ - - � , I �I I I � � -- I� � , � I I I ----�� "- """ - , , I \ ;; 11 �, , � �, ,_ � � , - - - ,- , , , \ ,��7 1 � � I I -�_ ' -\�"I, I,,�-,�'\ I I - __�, _� �_�_�, __11 -- -- �,��,,"\" \ " , , �, \ \ N \ , � � \ 3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT , ------� ��, -- 77,�- I - -, 11 � � - ,11� 1, I � - _______J�,:, --L�77 �-,- �� -- I - - I _ � "�" ____ ,I 111-1 - , \ , 1 .7 1�"\11,11, \ , ,� � ,\, !!�::� ," � i' ,__ - I __ I 1, BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SILT FENCE SHALL , , , � , �� _� � I '_�� ,-,,,,,\"',I ,, ---: � - __::,:�� - -- - \ \� �, �i , � � - ,��:::, � - �� I � 11 - - , , , , \ "' I I - \ \ \ �, � ��I� ______ � ,,, , __��--- 11 I _ �I , , , � 11, �, � I , � � I /�: / , 1� - " " ,:, , - � -- , ___"I,"11 \ I ,I - �� I � BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. , - " --il "I', I � I � , -C �, , � -7,7777,-I��-- - I � ------"I ,� " I - -1 �I _"I "I,1 I " I � � \ ,, I � , , I "�",, I �� I_i_" ,� _ - I "I','"', -:: - - 'I�_ 7� ,� I �,� I - _ , \ 1, , , , � �� &;\ " , ,� I �� \ � , \ � � �, �11 , i I 1�_,�,, --- , I I __ -- I 11� I'll \ � ��, , � � � I N , � - � , , I 11, e 1, I , �, - I';,- - -��`, 11 - "_ �\ � I, ,\ , I �at � 1, ,// __ ,,�,,+,, ��,-___ ... I 111111...1, -""- ,�, ,_ I I I � \ " ,�, `� , I � I , \ I ,I �, 4. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY AND � ` , , ,_ �'11-1, - I _ - ��, -I �_, 11� - -- " , , , - I � I � 11..."I'll, , 11 ,�Z�,�" � - I "I -�- _�- � 11 I I � ;:1,11 � I '\ \ 1� I I MULCHED ACCORDING TO SPECIFICATIONS IN THE SEEDING SPECIFICATIONS , "�11 � 1 I �, , � ", I 11....111 11 11 - "''I'll, " - ,, I I , 11 :�� ,, , 1� �I " 18 _V� I I 11 , ,I ,� ,/ �,/ 1_,� � 11'", ""I'' -11, I","�_ 11 1 " ,_�,,- - -11� .1N.A� , , , I I �: , � % , I \ \ , 1, 1�I 1\ TO MAINTAIN A VIGOROUS AND DENSE VEGETATIVE COVER. - I, I ,� I-- - I �-- ,-- - - -1 ", , I 1��,I,�� I j ,I I I \ I" , �,,, I" ," ,��I I - \-- " ,:,:,�_, ,-7,'_ � - - I �, , , I 1, I I 0 r� �_�,:, , � _1 � I i, �� ,,,`�, 1-1- .:_� - -_- 11 � \ I � �_ � I \ 11 11 __ �� / A,- &N 'I, " - I - I �It� I � I �, I 011 11� � , � ...�:� 1� '11__,__ __ � "I 1� � 11 "I I - - \ I I I \ It, �, k, � \ I 'I, bl. - " \" ,� � " �, 5. TEMPORARY DIVERSION BERM TO BE INSTALLED AT TOP OF FILL SLOPE � - - , , " I I "I",'"', I , � , I I��,� , %, I,I 1�� 1\ V , � 1� � AND MAINTAINED ON A DAILY BASIS. I/ - � 0, ---- �_____-,- �-- -"_1` .- " 1- I\ _� - V � �",\_ "' , ,� � � � I��7 ,\",� , t, � - \ I � I U "11"'' ,� - " �_/ � - ..". �-,--", � / , 1, \ I � � �A � � � I"�� ,, �I \\ I I , \ � I I "I �� I " _ "I , 11', � \ I � � I I \,�,�� I I I � \, , I I I I ,"s 11 1� � 'I, "I- " �, / -1-1�I � 1, "�, � � �,_" I "\, 1, , I�,�� , V \\ " "� 1�I I \ \ ,�� 1� 1, 1� - I � � � '' - ,� _1 . I I !� � - , 11 � � , �� , � "I __ " � �-,_- -:;��_ �;� , �, , " I I �I - \ 1� " / � � � � �A�,��11 I -_I%\ \ I 11 , ,\ __ - 11 "I "I I I� - , \ - � - � '' � _� , �_ I � 1,� �1 I I" , , , � , vj,.� - 0 1 0111�,,�):,� �, 1\1 ��, , � _ , - , \ , � , _� " " ,� P--_-,� ,__:--�-�,i, , �_ , ,3.,S'. , ,, �, 1� ', // I" 11 , 1� -- >� �� I I I I '� \ , '1� I I I I �", � ,�'�,-_-�_ ` ,��__�� ,-,:'1,,�,,,"-" I I / 1 -� . I / \ I �, I \"�1",T�, � , \\ � -','-N-a I \ \ '� " " " DEMOLITION SITE \ I __ " , - �� " I , \, " I �I� I� I I� I � ,� , �� Z,�,_ ___� I � / \ I", I 1 � I \ I � � I I� I I . / "11 I I " I� " \ I I I �� " �11 1-1 - I - I "I , \ \, , - I I -_�, xil\ � TOTAL DISTURBED AREA = 36.76ac. � , ___' - I � \7 I> , �, 1, 1, � �� \,� �, I .1 \ � � �, � Is I I �, I ��:: __ "�" '_ ,,, � �I - / �1::_ , I '� - �' _7 -�.-11, , ,\ \ I �, �� ,-)�� ,�� ,�`\,� �I ...... I - I "I',", 1,1:, i � k-� � " 7-1 -- 777 1 , !,,� -0- _"A�l �1' �,, 1, 11 ADDITIONAL DISTURBED AREA BUILDING I � I � , - , -��,�'� -, ''I'll I I'll"," �� -,_" r - " '� 2'. %_ _ �" ", __� 7 �F I , . (::- - , I, I I k, , � � - � - I � 1\ 1, , ___ - �, ''I __ - "I , -1 � �,--- � �:'I," � __ .J\ I 11� � --- 11" " ��z,� �_ , _'� "11 , � I I � I ��_�,� PADS 2 AND 3 = 15.32ac. " �� , I , I I � I I _11"I I— I- - _� --�-�< \ , , , � I , , I � � I - \ � " , , () : __ ,I I I , _��\ " I � �-�_ i",I-' - � __ I . - . 1 � � 11 , � 1��, - � ,,..., \ 1\ �, ��; �, - `�, ___111 __11 �.........�,'_�,�_�_'<� I�/ / -0,\'L I X , � . � \ I 1, I � I I - �_�11�� 7 1 , I I,/ 1, � , � �� 11 _\ I , �, � 1, _ � "I , , �', ) I -�i,' I I I � I - 1� 11,� I � -. , , , , � "I, � , , /� 11 ,s, - iT' � 17 1, -'!7 , \ I , , TOTAL DISTURBED AREA 1�", - / - � /' / A � � I �\� : I ,� , � , \ 1\ 1� - -^, , rj,h Ix I 1� �_ � \ I �" �,,� � 1\1 �,� , 1�\ I , � " "I'll' _11-- , , � 11 Irf" g /,�'/ ,\", 1 1�77_:� ,I � I.\, . \ , , , BUILDINGS 2 AND 3 = 52.08ac. ",�� , -11 I - / ,/," � I / _,Z/ / , I I ,, " ", �,� ' I I , I - ,", X _1 I I .\t I I � - � � , ,1 I I 11- , "_ , , , .-& , 1 11,44 1 -. ,/ e, �, �� , ww� 'j, // /__", �� ,�,� \ �, 1,I'' - ", A ,�,%\ ,I �I �1, '11, �� - � , , /4 � " , , 1. � ,,� 111, _ �, I I � �` '1�1/ : ,/ / -, , , , ��, -1-\"'�, , , 1&' \ I 11 " I _00 - �� , � � \ -is " , � �11 � - ___� i, I , ,� I � ":-��, , " - ", " ___ 11 I'll / , � - � /1-/ ) _�� -1- , ,� I I" , , I -, _____111_ 1111--_ 11 �, "I / - - \ ,q:" /,,-/, , � -_ ` - I I I � I� , -X � ,\\ I" �� 1, �,\ PREVIOUSLY PERMITTED DISTURBED _____ - I 11 /"_ � / � , _ \�� , , _00��, 111111111- "I'll '1_11 _ ' 11 11 � �, / �� s ��,, , , - - � 1\ , \ ,\%`� " \ , "I �11 I I � D �� 40 - _:��,�c �,� 1:"- 11"0111, U_ "I ''," 11 '_/__ / / 11/1, � �_ __ __, � �\� "\"', ' ' , , I AREA BUILDING 1 = 45.03ac. McG - _ - 1 - ,,, 11 , I I__ - _ � , \ � ", \0"\� 03 1 � '� /I I __ - - 1 1 I 11 --1 _- , , \, A �"_"�,'� \,� ��\,&.,w , " 1 � ,\ � / \�__..........11_\__J --- " � 11 "I . / / / � _ -l" ,\ , � 1, .� ,-.10"o I � � , 1� A S S 0 C I A T E S �� - , ''Ill"," ,"11 11 I- * �- . i',� , / / / 11 - I " - , ,\ , P,�, \ " 1, �, ENGINEERING-PLANNING-FINANCE _____ "... / I I � I I / r-qV7e 11...11 / / / / 11; I � I �_ , , \ � , - , \' .V � \ I 1� 1, - .\ � �I 11 . 1240 19TH ST , I � 1� ,,,I.4.NE NW HICKORY,NC PH.(828)328-2024 / � : 1�I�,!; '" � I ___,11 1, � � I I , "al - � , , - 1, - - '11, \ 1, I I TOTAL PROJECT DISTURBED _NSE NO C 09 _1 / - "I I � / 11, ''I" 1� 1, , I ,I, ," 1, � , \ I k, I I 1, I 1, 1, ___________j � �\ ,, -,, I _ I/ I /� ,,�, / �1� ,�1__ ,� , � - " \ I ,� ... � ,/, '11_ , , .;, I � ', '� : � �.( I',-, ��_111_111"I , \� 11-1-0 � / / / : �� - , �� , " � 1. 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' ' , � I " 1, " ,.�- I 1 141, 4 1 / 11 , ,"',"\ ,� ", �,/ ',-',-,/� �//,_ � _ CONSTRUCTION SCHEDULE for EROSION CONTROL MEASURES � �111�� ,1,1:f�, '� --- ------ � 1, \ � I �,_- _V I I I � , -NA"" , _;�7 7�,L-I � � � ""11," �" � �,� , - � _,�\�-77'-:;;_lz�:- __- , --�', � I% I I I I .11 � ,I � � � I _ _ I , , ---, I I I - -I., ,, I f � � �� _�,�� , ,_\\�,� �, � ,� 11 -�i,i�7"I __ - �11-". ---I-------- I --- - 7t �, - .,, I , , �11 . - I �I ,I �, �q , \ \� � �,//I , "". � � ,, , I 11 BUILDING PADS 2 AND 3 � , , , � Z_ I - - , _L__ _:� -li-�' I � , , I"�J� , ,."�,,,,�',.,' / :i::1,�)!��,,��/1, I k", , // I �, I � 11"� ,� � �,,I "1111.11"', - s � - --- I , , "" - _ - , - ,1,,__��,�!1:�," I \�\J I I � � ,�, I ,/-"/" , �/ : �� I 1� �I - ,, � I" � lall___� �, 1, 11 __� -_ � " � - _ - I I ) �, \ , , I ",, , ,'�" I � � , �Q � I ." � " �_ I � �,/// I ,,,,� , I ,�A CARO'I, 11 0_�__-- I , 4 I � _�_ / ��j�'�",�:, I , � \ , I /I�, � - I "", " , �i I , ,Z - -, " I I J I, ,',�,,,,,, J �"] �, 11, I � � : 1� 1, 1. Obtain erosion control permit from NCDENR Asheville Regional Office. I X, .1 - -i I �111111 -_., , /I I !�!7::,�e^��-:�l�,�!!]::;�,� , , - 11 ...-.11\ � I I',�\"�\ ',`� r, I / 1) � i � 1, \ I �� ,_ ,.Ox-- __ I �....... _11_1....1;11 11111111,...11 ,, I : I I'-I�11 14 � � - 1� � j! j!�;],Tq , I '1+1,11, - a 0\ -C,) \ - � I I � � I , ,_/ � " : " "�:" `CPMh4ERn-F_ '. _11 , �n , � , Z ' ' I � � � 1, , 0 11" I . 1, � I" ,1�1 1 � I I �n 1Vr "I � I-A � , \ -�,,,�-/ / I I ,� � 1,� I I � I � �, \ , , � 2. Flag work limits before construction activity begins. - �_--_-7---,\ ��\""\,� 11 I 1 �,� � ��, , 1� , � /I �e �\ '' I �"I 3. Insta s ence as s own on p ans,c ear ng on y w at s necessary to nsta t e -, � � ", ----,,- -,--,�: -, I/, �,.` \ , 1_\11 /�' � � , , �,� -, -i't I A 11 IV 1 � 1 1-4 - �� , ,,� 1, I I�, - �, I I - __�� , , � , _ � / �` � � � ��,,-'��,:,!-�� '7��_ _7�-�-,7,�::-__ I ............... i,,,',Jj!��il!:�:�� N �,I \ , 7 1 - - ,_ ___-, ", _ ___11___ � �,� " ,�`,-. / X," � , � silt fence. .�� 11 _____4e_Z��_, , _ � , "I'll 14- , -- :11 1. �1 � \ \ , I ... I.. - ,___,__ � I .,N�1�1 �V,,_, 1 I I � .. Z ____1 11 " I �_ , i , _,�� , 4. Continue to use existing erosion control measures including sediment basins as long as , B � 11 I I 1\1\ - - I A �-,t" I 1_1\111 ,11'k,�`_�V/� I" � / � ,"111 ��:T I '11, ,�, ',�� ___111 " _11, -A, 0 I �,� � _7 1_� I .,-. I", "I,11"I"I \ , �� I ,..... , , , \ 1,� � -_-,�7 , 11 �,JV -", , '!�� _;�,�,� I � , 1, ',� ,��, " , , � " � � , possible. ,�,-FJVGImO�O,',�� I ...� � , ,�I,:)'�," I (\ � � , , " , , � , , %I", ,1'� , / � �� , � ,, 1<1"\'�', "' �__ __ 1 III-14) \I'\,. �, s I �I ", I I� ,�,,\,�� 11� I � , ��, �, , � \ ,, __ -",-,", �'_ 1�vv�;., _��- �� IN ,__�__, I I I � I I kl'�� ,�\�I�`J�,,�,\,,,A A " I 1, �,,�z ,/ '1�13� I", " ��, ,� �� \, ,\ ,� , :�t,--,7,� �, Ii � (_-- 5. Construct clean water swale "A"and rip-rap dissipater. Mat the swale immediately for ,"I I , ,� I ,".�I , , I _,, I - / � ,�,�k��, I '� � I � 9, I I , 1� 1, I ", , , , , �i ,�,, - � , 1_________1\'I-"I I �, i?1V:1`/"11�': I I�I I''I � ,�H\�, A"Al � �1�1 �, 2"'j, I � ��)� , , �� 1, 1'1� � � 'I�, stabilization. ff \ , ,�� 1� I 1N _ �, 1�, �� I� I 1; �, I � ,1,� �, I \ I �i � I I . 1, ,� I'�J I J, I " �� - " ,�� " �, : -�, ��, 'A- � � ) I � 1, , /( i� I I , I � ,�!�,", %�J�1',i\, 1111111�1 � 1, 1:I I ;� A I I � 6. Construct temporary skimmer basin#5 and associated diversion ditches. 10\ , � 1-1 T�p,��:Pl: ,��,v�, \,:, , . � - .i, � I - , , �"� �\"�� , I , 1: �, � �-p')i, , A I 1- �� "I , , �, ,� , , I � 7 -, 01 \ �,',: "'�� 1, � , I 11-1--1 ,,,� :�, � , 11 � I - �,� � , \,I I� I . Reconstruct temporary skimmer basin#1(revised)to the shape of the future wet detention CONFIDENTIAL INFORMATION- \ " ,\ -I- I � 'i('�"\ " I il I_�- ''I I 11 I � 1: , I 1� � I � � I ,, , - I ` ., A A , \ U , I � �� I X_-, I-, � � 1,\ 1, ,� , \,�� . 1 I EXEMPT FROM PUBLIC RECORDS DISCLOSURE --' , I i"��'.� it� � , , IS ,�,�, � ----- ") \0, , � "I�� ::�_: , i�''-\ . -!," \"�`� 11, , ,, x,�I " 6 , , �"11 I �-\-, ,i�i"- -,,,, . � - _ - � 11�,� I " '�,� "', �� , I \ � �'�I, I 1� 'J' pond's main pond area. For use as a temporary skimmer basin,the pond shall be a I \ � ?,,]�i,';']��A, I-, . o. - � � , \� - � , 1:iT� '14 I �, V � / , ,.".��% ),�,��,i, I 61�1 11 �1, - - � - I z I � � � I minimum 4'deep with a surface area of 32,894 sq.ft.at the 4'level. Top of pond shall be , I , '. � 11 I �I �,- - 11, I I" , � � I" , � � 1 - �, " , I li � , . � fA):1 1 1'� �x:,I,l I-�-�Akk-1- �- - I I 1\ , , , ��- , �1 � 1i -I"r. ,�, ),;�;)� I IL, \ , I ��"_.�,,�1,1�1'1'11 11 11 I I 1- ,,_;�'� � \� I I. a minimum of 2 feet higher providing a foot of freeboard and a one foot high weir opening I \ ,:�A I�,, 11 ��;Vi [ I'll 11�11 "I - I '1�1 11 i 'I ,�, :1 "I 11_ 1,� I z I'', ��', �P I I- I �I— __ , I�"I" �1, �\ "��, I��I ��1 12'wide. Emergency spillway shall be rip-rapped. Provide baffles as shown on plan. I , � , � , ` - --- , I I _/111, 11 I W � �� , I . , " \, 1,� I I I�__1, I . ','�� ,1;, ", " J �, ""I","� \1 I ' ' ,\ , �i, " � � f I ,� .1_7_--1-�-'_V----- - � - � I . � "I, � �, \ :1:1 ; I� "I I � .y"/,� 71_��V_Zz ,.-11,� ,,A, ", I .,��.Xl , 11� -1, \ 1, \ , 1, 11, 1� \� , ,��;,�I ��3 /� / Adjust skimmer to location shown and increase orifice size to 3.5". 1 �, , I 'll , . �, �� i I 1 1 / I I_�,- - -.:7-,- 1 1 �1, I � "�, � � I I \\ , I 1� I , I . � : ��"" I ��) � I i , ,A,��-'�','t%11�'1�I, -T. -, , �[.` � _____ , � � , I � I I I I � 1 8. Construct new diversion ditches with rip-rap check dams. Adjust slope drains as needed , � � I 1. /,� '� " , '' _',\, � � "�,"', '", A, ", , �," ,:;�,: - � , , \, �i�I��, :11� "I .I I � " � I - I I I I I �� I\, I i, "I',"'', "I ��,�,� I � , :, � I , , "I" , � , , '_" , '_ \ I �', I �, " � , " � ,''I��:: ,\,��, - , throughout the construction process. I _1 I I/�,, I - I � " - ,� 11 I k , .:�� " I � � �k : �I �� , �,� I , - , / - I \ I - __ � I:1�i...�,t-M7 aa��,0��" � , -� , I- �, '� ", � ",� I I I � �1111 \ ''I : +__� I , � ,�_�_-_-__-__,__,_--,-- � ��,,�` - \ I - - " � /,�/;<''I,�;',�, _,�_ I ,M*�- ,. / " , I 1, � I I I � �, I "I ,�, ; - - 1, ,�e ��, - , I � _ ,, - __ ",_� '/11 1, I ,_,.�,', I I \ I � , , , � k�,;� �� 9. Construct berms and diversion ditches at top of fill slopes,maintain on a daily basis. Once I I ..:___;__;�__, __ �1:�j 11" , -, , L__, � " \ I _: R _:Z� _� I 1 --77-,-, / - � � \ I�:�� - 11 \ -- ::I 11 I * - , " 7��L /------f , ,I , � I , - �, , - , - "li � ,,, �\-_ - I -11 -- - � 'I",--� , � \ I ,� � � ��I�� final grade is reached provide rip-rap check dams in diversion ditches at every 100'. I I ...., _�/Z,'77, �17------- ,---_��,_��,;,�-::;-7-, --- . J, � 1-1 1 I - " _� , �� I _ - , I I I I = I . I I � -I)I / � / , I I \ 1� � , , j , � � , I I I �,,,�,�, ,- ,__ /I ---- I ),��, 'I,� I I � I , � I � ��, I �L�� z-� �� , I I " � � � � , I'll , �i e,�( � " , . �, I / I \ : � --L I - 1,I �_- I ),�� I 11 � 1�,I'(� I ,� 11 I , I � � � 10. Install permanent storm drainage pipe as shown on plans.Provide protective drainage I i i I : 1 I ,� - I �� \ . . .� � "I _,"", i � , I / / 11 _� 1\ '� \ I : � I �I� 11 , ,\ - ��;�� I ,",� " I __,�" � I k 1, " 11�_ 7- - - . \1 .1 I . I . � ,1, , . I - �, ,,\�, ''I I _� - - � �� 11 k� 7 ": - -------------- � � �' , "r I ) I ,:, _--- - I I I � I I I I � I I � structures at all inlets. �:I �,;�',4_ "4 - ...... I �' I I ,," , -0 �! � I'll..."I� 11 , , �, � � I , �� _.��, " Qt - % , " � � , � " � � ,,, I eV34 =�_ __ � ; � I �� ! I ,� :�! I :i � � I I �I , I . I � " ," �I / 1 � I � , I I =_�. -i � , I , � I " � , I I \ 11 " � _, I I \"`,.'_ . _ I - , I I � I �! __,�--_-,___ " - , 111 . 11- - _ 11, 1 __ -......._ , __�- , -- , , , i _ ,� I , " , � I I - - _ � I I ' , �61.y (G7 ,' , � I I 1� " ," , -, ... , , " , I , � � � � � \�� I , , I � I / I � � , ;, I ""I"I"I- � � \1 , I�] � , I � , I �: � - _ , �, I I 11. Begin construction of upper stream(see separate plan and detail sheet). Build temporary � ; � I -1 I �� ," �,: � � �: : � � I � � - , I I , /' ,;, I � I : - , vtol) \��__ I '), I I -- It � I _ I , -�, I / --- "" I" , I , �� \ � I � I , . �, 11 ,�� I \ � ,� � I / /I I � I � , , I I :�� I " 11, 1, 1, 1, - _, , ��1, 11 ",�1'1 ,, / �1 k , , %� � 1"��,� ��, - I - -- - ,� I I I : I I �11 � I - � ""I�" � ,", , � , , .11.\ ...- � I / �, I It , - ,_� 11 I " � " , I : skimmer basin#6,when TSB#3 needs to be eliminated for stream construction. Install \ �� I , , - , I I. / \� � � , " , / � I I : : � , �"I I :, , 111 !�,�, -_ ,��'' k, � -I - - �-v-�, 11� ""I"' "', ,� I / ; � I � I I - I 11 I - .v � ��c.j I I , _ , � I I I � � � : I I I I , , I � � , I � - , , � � _ / , ,� " , / , " I I I I 1. �1, "; N, ', ,� , I ��-, �\"A:�, /I I _�\ , , 1 : I ,� � ,�� "I I I diversion ditch to TSB#6 as shown on plan. �I I�, , \ '� 1�1'1' 11- � ,,,�X,,��_,,�,,�': �� `� \,�,�, ,-�,",� 7 �, --,,`\ , � -��-�- r � I I , , � : � - �\\J -,\\\� 11 I- -� , \1 J, �I I� I � � , , __ �� ; , I I � � � �� I - �I - �T � (�� . �� ' I � I - 1, 1, / / 1111 I i I I � "� , I 11 I�'),��I , 1 4, . A _:��:�. -I � 1 ,�I / 1, I 11 I N83\3'6`1r6 I ,, , , , \, __-, � �:�� , , ��,�,�,�",- " ,-, , �.��j� .� ":�,"�� : , � : 12. Begin construction of lower stream(see separate plan and detail sheet). Once stream flow �� :� � � . \ , ,�� '"- �, � � , �,_ ,_" 1 \ I '' I � I I I "/�'1, : - �11'111_��:��... � , "� 11 I I A I "I � I , I /I I 1 30.71-(H)30.7V( - � � ,,'�� -�T, J , \�,_� 1\ , , � �] � I �� I 1. � /I �/ I � ��':� , /,'," , I , , � - � ,,,, , , I , I 1�Al � �� I i� , \ '� ,I, I I I I , , / 11 I ,I �I � I I I I I i,,� ) � " I I—�,,, , , , ,, � , - � I , � , , � I � �, 11 1, , I I / � �'/ " ,� z I , , 11� 1, � I _ I I / �, � I I I I I I : � is able to be turned out into constructed stream bed,(after stabilization),the two existing � I I "1,",', � �:�" /�,`,' 1�� ;I 11 �; ,� ,, �1/\ ,��\,� � �", ,I I I " ,,,,,A'�t��, �, I ,� � � , , " � , I, ,I/ I 11 11 I� �, , I � , �, / I I i : I I 1�1)1'1 1, - I 1�, -�,-":�."\,1,�,�,:�� I'll �, 11 -- ", I / � 36"pipes shall remain and be plugged as shown. The portions of existing pipes which are I , :�"/,,�,� , >� "," "I , I 1 '1�3, �,;,7�-�,�-,�,,:,,��s� ,I � \ � �, \ 1.I I�� I I �/i // I I� _,�I " , , , � I" , , I � , k I , �� 1'/�I/�I�' 1 .01 �0% / " I � :� � �, , i'', � I 1� I I / � , / ,� 1, I/ , � I , \ \t,_ �,��_ / � /I , / , � I �I I I, � � � I ,��. ) . ��,�,,�, , _"� "', ", ,\" � -, , " ':, � , � I : i ,� � � I I I I I I � located under proposed fill slopes shall be filled with flowable fill. ,��',��,,�' , ",/ _,�'�, I I " I � 1,, I � I I � " , / /I " , �� , / 1 ,� ��\\\_� , 1 , I I �, I I � I , �, , I I " 11 i I I I \ � \ : � , / I , , I I , - , , I / , I /� �� e I "I ,�-- 1�1 I,\�, � � -I,- � 11�� , I / , _,�, 11'11) I �� ,I , I � , , / � " , I 1 � I< - , �I :� �", , � - " "I I ,� - - � \ ,` " / I � 1, I 11 �, � '� 1�111 I I � t � 11 � � '' I , I // / , , ,� I ; 13. Groundcover that is sufficient to restrain erosion must be placed on all exposed slopes � , � I - / / , I , 11 -, �_,'_ , ��-"��,, '7\ \, , , � ,� "I I , " , � DATA CENTER i \N\"", I �__�,/ " / I , , /I \ - '�_,,,�, - -,\"",, �, �""\""",�� , �,, � ' ',' 'i�'�''� i I ; / I I 11 "I / / 11 � e � - I � � I �,_'_ < ''". I � , � I -4, . I , I I 1 / 1 - _1\ � � ,, , �, , ,,�, I � , \ I I I � I I 11 � I I / , within twenty-one(2 1)calendar days following completion of any phase of grading; I � ) 1,,��:�__,� � �, I � I I ; " I I , �,� \��1,�11 \ ,I , "" , , , , �, ` I I I I ,� ,.w ,�,t",_ � / " " I ,\ � I / I � / I / , ,, � --- 1\ � pernian s -� / , \ ,-� - � - � -, � �- I - - - " , , , � , , " , , I ", � I _-�� ,,,\, '�', �,\",\ , , , � / , � I " ent groundcover for all disturbed areas within fifteen(15)working day or , � � � / ��__, ,� , , " ' �" � , �, - I , I , . ��I ,�'� �1, ''I ,t ; �' / I , , �� , , , , , , , , �......... \1 � I \ I , _1 ��,111 � / �' I � � �11 . I I , / " ,� " \ / , I ,�� - � : 11 � I I \ , , 1,, � � � � ," I -- - �',-'7��'<'-�'�'\_�, \�," !\,1� I%" I I 11:�:,:�-i ,!�:,� 8"' , / � ,,, � '7�_ , 1,� \ ninety(90)calendar days(whichever is shorter)following completion of construction or , ( � , , L� '1��- ,� 7��'I ,�, � , � � � I / �' " ,� I" � " � , . 1 � : � � � , , � � . � 1� L , , ,K; , / I � � " -1 "I � " , , I " "�"-�:,",�"�'� :, t I �J 1, ''I ,�, , � �.... �, � / , , � ____ I , ,�,\\� , 'N " , \ , I ,�., I � / " / // �� , \ development. I � � I I I � � � I � ,\� � �, � � � �, 1\ 'O IL ,\�,\1.111�, 1, I ,%_�', 1 �] i�l�01 �' � I : I �� , I �, 1, 'N' � �, �, I " ,; 11 ", ��,��\'11 elll� 1�1",, � ,� '' � I I � -:�Z. I � � � 11 / " , ,�,/ ,� ,/ ,1111, I I : ; I, � I ,\" \�,', ,3, ". I � " I I , / I 11 11 11"I I11 � ,� 14. Erosion control measures shall be maintained during the entire length of the "' �, , � : � � / ,,,\,�_� _� �, , ", , , J� �b� � I ; " , / , " �/ , / I � I , _, " , ,� , , ; I � I I ", 1, "-" I r �, , � ,\ � I? "_, �,�_ , \�,� 'A , � �, I� V'j�,, , � I , , D �I� , k � , I, - �� , � , p oject and until site is stabilized and all permanent drainage structures are �, , � � ,,-, , I il_� :_� , A. � �. I I I , / , ; , , " . I ""I"I1 I I � I��i, VA 11 " � . : I I ,;, , � ,� , �\ 11�" ,- " ��\-,-\�,:\,�,\,::�- � , ,� � : � " \ � ,`��, � I I�, -,:- -'-.[ j. ;,. , � ;1 "I ,� / " , /, � . , " � DWG . T I T L E : "I�I I , ,� ,��k, �� , �, ,""''�, \ 1, , -\ ,,,�, 1_. 1�'�.' / 1�' I " , �/, ,� . , I // 1, 0 installed. I I I , - I - , I , , \ , � - I , Z; : / , " / " I? , I : �, : ,\ '' ,\ , " , , � A , � � , �, I 1, 11�\ I' , " I \ ,\\ \ I 1, I ,, � , , , , �, , .1 I W I / �� 15. Estimated time to stabilize the site is four(4)months. , � , / ,i � 1 1 \ � , I e I \�, � i � / �,��, - ,, , ,J, , , / / " I I ; I -,,,, \, � �,, � �, � � 1\ rlsl%"",� ��\'\�11 , ,\I 1�,�"I I I , ", ,/ , . , ; , ,�� " I ", I , , ", ip" OVERALL SITE I "" 1. 1, ' ' I , , -, _ '11- , �s 11 ,� I I � 11 , , ; " 11 1 I � / , �1'1 1, � ./ � I � 1, / I , , / " , I 11 _ �1\ � '' 11 : /� I : , \1_1,11, .I ,,,,, - I I I / , , , � 0'-" �,'_ , � , � : ", , , 1, , " I " , I ,,,1, 1, - " : � , , , , / �' ; �, 11 ' '�� , : ,\", ' ' �., � � "I :'%,,: \ , ,� � � ; � " / � , , � ", , I � : V"I'l \ \ , '�' , ; 1 " I � , � I � � � , 11 ; , / I � EROSION CONTROL PLAN , � , � , , , I , , ��, 1\ I , \�,,� \\- , �, / � � I : � I "I I \ �� 1, I � , I I I / I" , I ,� � ,� - A _ __ , � - � 1, / I I � A, \V1,11 � I , , / I I I / 11 I __ JOB NO : 211155 DATE : SCALE : DWG . NO : 120 0 60 120 240 360 1 1 1 1 1 BEFORE YOU D143! = = = 1111111111111111111111111111 CALL 1-800-632-4949 1 1 = = IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 N.C. ONE-CALL CENTER I . GRAPHIC SCALE I INCH - 120 FEET IT'S THE LAW1 . C3 . 0 - 1 1 2 1 3 1 4 1 5 1 6 F\10.01417 ALFATECH-Project Lucy Rutherford Co.Site\02_Design Phase\Drawings Data\DrawingPlansets-Building 2&3\1417 EROSION-BUILDING 2.dwg PLOTTED 7/22/2011 521 PM BY Chris IIIF\ FORCEMAIN IN PREVIOUSLY APPROVED DISTURBED AREA J_\BuiLDINGS-.2 AND- 3'NEW Li I Ts OF IDISTURBANCE ...... TEMPORARY SKIMMER BAS N #5 ISED CE ('TYP), DITCH (TYP.) 841 PR D=3' ; WEIR=1 2 52.086 L=147' ; W=74'ac. ITEMPORARY DIVERSION ALFATECH fICE,�- 97 EAST BROKAW ROAD, SUITE 300 408-4-87-1 200 6" SKIMMER WITH 2" ORI E -TEMP. SILT SAN JOSE, CALIFORNIA 95112 FAX- 4-08-436-151 1 FENCE (TYP.) BAFFLES DISTANCE FROM OUTL SAN JOSE- SAN FRANCISCO - THAILAND - SINGAPORE TO BE REMOVED) SYDNEY -MELBOURNE - DUBLIN - CORK- LONDON- DUBAI I22% ROW 2 - 59% ROW 3 - 96 ROW 1 AT Project No. 211155 NC BOARD OF EXAMINERS CORPORATE LICENSE NO. C-3631 P O ,OSED RE IRO TONE� BASE ROAD ED �WITH` S IIIIINSTALL BERM PROP. CONSTRUCTION OF DISTURBANCE IENTRANCE (SEE DETAIL) I (2) 18" TEMP.,t SLOPE DRAINS iIL __1----IiIIEXISTING TEMP.IIIIIF III ..........II DIVERSION DITCH (TYP PROP. ROCK CHECK IIAPPROX. LIMITS OF DISTURBANCE-T ItMVUKAKT DIVERS C.DITCH TO BE REM I "IBERM AND I'DITCH SUBMISSION. TOTAL DISTURBED A DAM (TYP.IIIII15.32 ACRES ADDITIONAL FOR TF;ION D McG BUILDINGS 2 AND 3 IIII37.79ac(DEMO)+15.32ac 52.OE IIENGINEERING-PLANNING-FINANCE R PIT.(,8,2,�)(329-2024 2) 18 124019TTTSTJ,�A At II(SEE SHEET C3.0 OVERALL PL IIPE D Iop I0 THIS LOCATION.y IA UTURE BUILDING IIII"BUILDING PAD TO BE STABILIZED WITH 12"i\0,��flS<-�,, IIINAL II IA IROP. ROCK CHECK GRADE IS REACHED IIIIIIIIBUILDING PAD-,,\��',�II (TYP. 0 ia I1 00' O.C.-TY ISLOPE p V' EMP. SKIMMER BASIN #4 (TO REMAIN)-��'TOWARDS DRA N I N L It I t) I UIRED) IIIIIVi IIPROTECTIVE DRAII,b� L 147' W 74'/ ID 3' WEIR 12'IIITOP DAM 837 I ,'�STRUCTURE (TYP.)I,0 IBOTTOM BASIN 832 IIMAINTAIN BERM AT ITOP OF FILL SLOPE (15" SKIMMER w/ON A DAILY BASIS ORIFICE) IIII---------- ------------------------ %I --------- IARRANGE BAFFLE AS SHOWN ��P'ERM��ENT CLEAN WATER 'APPROX. DISTANCE FROM I__1E "A" CONSTRUCT I'PRIOR TO CUT SLOPE. OUTLET SIDE ROW 1 18' MAT IMMEDIATELY FOR IROW 2 48', ROW 3 78'IISTABILIZATION' L -----DISTURBED UNTIL I ———— IISTREAM CONSTRUCTION- ----- ----------------COMPLETE I 1 , " I 1< ,AREA NOT TO BE INSTALL STORM DRAINAGE , / , ""DISTURBED UNTIL SYSTEM AS SHOWN (FUTURE)I Uml Iz, � STREAM CONSTRUCTION--OF DISTURBANCE I ...........0 COMPLETE IIA PROPOSED RIP RAP SILT FENCE��-`,'��,IIII�DISSIPA ITOR (BREAK\ T DELETE EXISTING DI E SILT FENCE) 'DITCHES AS WORK SILT FENCE S. DO NOT OUTLET (SEE DETAIL)\- UTURE BUILDING DISTUR14� BEYOND TOP I 'ONTINUE TO PROTECT EXISTING ""4, IPEN CHANNEL AND PIPE DRAINX&t�:�, MAINTAIN BERM AT ,,:SYSTEM FROM SEDIMENT S IREMOVE REMAINING-- II,,�GRADING WORK. ICONSTRUCT TEMPORARY BERM TOP OF FILL IIIEXISTING PIPED DRAINAGE SYSTEM"�� ON A DAILY BASIS TO REMAIN IN PLACE II..ND INLET PROTECTION AFTER IICTED STREAM IIDURING STREAM CONS�'�UCT/1'01N _MPORARY SKIMMER BASIN #6:1 05' W=53' D=3' WEIR=b IAND READY TOr/,, )P DAM 856; BOTTOM BASI A TAKE ON FLOWS FROM EX REUSE TEMP. PE E TEND S IMMER AS SHOWN E '�SLOPE DRAINS AS D�' ISKIMMER WITH 1.5" ORIFICE) SLO 3 ROWS OF BAFFLES�E OFF EXIST A 4,��'I,IAPPROX. DISTANCE FROM BASIN TOPS" L=32' W=44' 1 MASS GRADING 07/22/11 UTLET SIDE, ROW 1 8% ROW L L_PROVIDE' PIPE 24" TH. CLASS 1 (3 T� CONSTRUCT NEW 21', ROW 3 34' /INLET PROTECI NO D A T E DIVERSION DITCH AND CONSTRUCT NEW STREA� (SEE DETAIL)OUTLET TO TSB#3. I*� BED - -'/LEAVE TSB#3 IN AS SEE STREAM CONSTRUI nON FLAN AND DETAIL SHEET LONG AS POSSIBLE/__7,WFIILE CONSTRUCTING NEW GRADE EXISTING LAGOON/TSB#I D SHAPE OF FUTURE WET' � / TION POND. USE NEW POND'/-`�ONCE THE STREAM IS-,CONSTRUCTED, REMOVE I-OR TEMPORARY SKI B MMER BASIN TSB#3 AND CONSTRUCT TSB#6. 1 (REVISED) MINIMUM SIZE _1�VVI EXISTING WETLANDS' -1 2894 SQ.FT. SURFACE AREA AT NAGE L.AI_ r UFNMI 'DEEP (ELEV. 796.00). CREATE(DO NOT DISTURB) AN 12' WIDE SPILLWAY WITH RIP-RA 1N%J1 . lu IL-IVII . P.S ONCE STREAM I CONFIDENTIAL INFORMATION- USE 6" SKIMMER WITH 3.5 EXEMPT FROM PUBLIC RECORDS DISCLOSURE INSTALL DOUBLE V! ORIFICE.bt IAKLN UUI OF ROW OF SILT FENCE EXIST. PIPES )NUL SLOPE TO BE FILLED,,q IN WITH FLOWABLE1 TEMP. SK /SKIMMER B EXIST. LAGOON AS--L 135' W 66' FILL, #2 TO REMAIN ID 3' WEIR 14'856 B = 51,(15" SKIMMER w/'--- -INSTALL DOU IIROW OF SIL 2" ORIFICE)Im-MOVE EXIST. TEMP. III'NCE )IMENT TRAP -(TO REMAIN UNTIL z� " - I .,,,,,RIP-RAP DISSIPAT R TSB#6 IS INSTALLED) REMOVE SILT FENCE LONG. 10.5' WIDE I------- 1.0' THICK, CLASS 1� 4OVE SILT FENCE,(TYP. ALL SKIMMER L--STOCK P\1LE ,,AREA DISSIPATORS) DATA CENTER 7�1 DIVERT RUNOFF TO TSB #1 I,EXI I ING I I L_r%Ivi 44 LEGEND (MAINTAIN BUFFER SKIMMER BASIN #7 IAT ALL TIMES) L=93' W=47' D=3' WEIR=6' DWG T I T L E PROPOSED TEMPORARY DIVERSION BERM -,,'TOP DAM 817; BOTTOM BASIN 812 IBUILDING 2 SITE III (6" SKIMMER WITH 2.0" ORIFICE)PDS PROPOSED PROTECTIVE DRAINAGE STRUCTURE 77:77- PROVIDE 3 ROWS OF BAFFLES (AS SHOWN EROSION CONTROL PLAN BAFFLES DISTANCE FROM OUTLET A --------RY SLOPE DRAINS �— ROADWAY CONSTRUCTED AS CONSTRUCT NEW STREAM ROW 1 14% ROW 2 - 37% ROW 3 60' PART OF BUILDING 1 BED UCTION INSTALL DOUBLE ROW PROPOSED TEMPORARY DIVERSION DITCH CONSTRUCTION. REWORK PLAN AND DETAIL SHEET SILT FENCE NOTES: JOB NO : 211155 PROPOSED TEMPORARY SILT FENCE SKIMMER BASINS AS MOVE SKIMMER TO DATE REQUIRED FOR STREAM 1. PROVIDE E.C. MATTING ON ALL CUT CONSTRUCTION. AREA TO OUTLET TO NEW DIVERSION DISTURBED UNTIL AND FILL SLOPES GREATER THAN OR EQUAL SCALE PROPOSED SEEDING BASINS MUST BE DITCH, CONSTRUCT AND MAT STREAM CONSTRUCTION TO 2:1. USE NORTH AMERICAN GREEN S150 PLANSTABILIZED PRIOR TO TEMP. DIVERSION DITCH PRIOR TO COMPLETE L). DWG NO STREAM CONSTRUCTION 50 0 25 50 100 150 REMOVAL. 2. TIE-IN OF STREAM WORK SHALL NOT BEF=ORE YOU DIO! PROPOSED RIP RAP DISSIPATOR BE DONE UNTIL FINAL PERMIT CALL 1-800-632-4949 REPOSITION TEMP. SKIMMER BASIN N.C. ONE—CALL CENTER 77 v APPROVAL BY NCDWQ. IT'S THE LAWI C3. 1 GRAPHIC SCA!" I INCH 50 FEET 2 3 F\10.01417 ALFATECH-Project Lucy Rutherford Co.Site\02_Design Phase\Drawings Data\DrawingPlansets-Building 2&3\1417 EROSION-BUILDING 2.dwg PLOTTED 7/22/2011 518PM BY Chris PLAN ME `\ \ 1 I I _ I _ TM---- _------ - - _— _ ------_ -- - I III - ___ ------ uS HIGHWAY 74 BYPASS _--------- SEE BUILDING SHEET C 1 .1 - -------- ANL ALFATECH W��M 97 EAST BROKAW ROAD, SUITE 300 408-487-120 SAN JOSE, CALIFORNIA 95112 FAX: 408-436-151 571'42'41•W S82'I3'34.9` q�87a,8q•(H) W4t W� 85(H) �\ SAN JOSE• SAN FRANCISCO • THAILAND • SINGAPOR 7 / 441.12•(H)441.06'(G) SYDNEY •ME E• DUBLIN • CORK• LONDON• DUBa AT Project No. 211155155 / ' `�a�•,.r S24'40'37"E NC BOARD OF EXAMINERS CORPORATE LICENSE NO. C-362 \ \ /"/ • // \ 15,10,(H)is.10'(0) -/� // �G/\ � Ili• (G�• Hl i 16( / / � 11 UD / PROPOSED MAIN ENTRANCE/ DRIVE — SEE PLANy.'AN x / >: \ 1 PROFILES /� c 1 // // // //// \\ ice/ /\ \�G\ • A\-------------------- \\ ---- — ------- �J ?s\ I FUTURE SECONDARY ENTRANCE DRIVEMcG // D I SEE PLAN AND PROFILES \G\ ///' /'c( `/ I \ AGfP\ ENGINE Ri G PLAANNING•FINANCE \ \ / / /�(/ ``\\� / •\ �y\m\ 1240 19TH ST.LANE NW HICKORY,NC PH.(828)328-2024 / / / aV NC BOARD OF Fxni�NFaS CORPORATE L[CENSE NO.C-0A59 EXIST. INTERMITTENT PROP. STREAM B STREAM REALIGNMENT =!M' STA. 0+00 — BEGIN • \ —_ _ �\ STREAM "B" REALIGNMENT EXIST. INTERMITTENT STREAM "A" \\ \\ EXIST. INTERMITTENT STREAM "B" // 1\\\ �� \\ \�/ ;' STA. 6+95 — END N7519'1 \ \ // /' \ / ,' ,' STREAM "B" REALIGNMENT •\ ;,\. HH�� ggg / / / \ \� �� i \ 19.88'(N74'�311'1.9 \ \ / / / - ,� 29.32'(H) N77-29.20.E \ \ <PROP. STREAM "A",, / / \ 140.36' H 1 \ REALIGNMENT,` N61'4213'E 30.10'(H)30.10'(G) STA. 0+00 BEGIN \ \ \ ,, ',,i / \\\\\\ ,� ••\��\ STREAM "A" REALIGNMENT \ STA. 9+50 — ENDy :+ 'CONSERVATION EASEMENT •r. � ❑ DO NOT DISTURB`: STREAM "A" REALIGNMENT \>, S77*24'31"W • - % / ,I I 1n.� -•\i i�(fiHe)s2-2.H6 3 9_'1(8G8)22.69' .93'cG j_•__�.—�- _ ______________>_T�-_ w/r�,rJ'. •=_--�--T-�' ___ -___--_-_-------- rI -t Xj:t- '~\. __________________-y S7T08'OS"W ___rt_ -L EXISTING SEWER EASEMENTS EXISTING ROUGH GRADED � V'ACCESS DRIVE TO'"-.'—' TOWN OF FOREST CITY II 80 ;=' ;`:. I I ROADBED TO NORTHERN ' ...2�- •f`• _ ; I , ----- ------ ,PUMP STATION �. I AREA OF SIT 7�. .'�- -- a "` J_,r -- . 1 I a. N71'S9'l5'E, el - -i--I-`--- ---.- , i `'%_ •'•�- - •.�i _ .N�,.4603�._ 31pEg1�.7877'5852"E Nro3 CONSERVATION EASEMENT _ F a I - , -(____ __�� {- r •... _ >+�__13A.4(2` - )135.70' N8_0'2T0 --1i69'3120'E:.._—_ '01_E_ - a I .' .' .' , ---�------- _-+-� ___---__- .' .' G .,•/ � � �)88' 3E ... .._.. �� I CI ---- ---- t1 -- /✓ L,�V. I (H (H)81�' -...— - -'H 175.80 (G) 97.9Y(ufm ' Y4 , O i7p�:��...`83y32 DO NOT DISTURB . � 574��32 ! I - ___---ST( ./�/. %�'•. I I \\ EO 74.15'(Gj75.83'O �'_�)29'f E 43.57 III . : --—-- - KLt2azi\. 58131'0 I ! ( I ; '.}/7yt„t'. . I �� \\ ) 15.38' --------- ! L) w {. _____ TRAILER COMPOUND ; 1 { I _ -s• : 5, \(G� '\ ! I 1 , 1 / , _ �\\ • H 50� N52'09"48"E _ & TEMP PARKING AREA 1 1 ; ,� r,_ (H� 40 , r — -- -- II / — ------------------ --- } ----------------- ------------------------------------- -- -- - ,�,-• {�/ / I I • I I a i I /L,✓`t ! EXIST. TEMP. PARKING AREA �,+ )-._ `4• 6�'(N� a I a i a •I'I i).i 1.• / �.�\ O ,\-Iq6• „ •i / i 'r EXISTING TRACT I ; .+•I 1-Y•;..PROPERTY LINES �\ ••_••..'.••.- .-•.••.•.•..•.••.-'.•.- . - 0 /�� CONSERVATION EASEMENT '. '_:. ==•'Y'' '.'-'DO NOT DISTURB. 1 MASS GRADING 07/22/ 11 ' I •'I I.•'•t•F'I• ' _ •/ I � N0 . DESCRIPTION DATE -- 1 J - r - r 8 - O _ EXISTING SEWER EASEMENTS 'a t 1. y It • CONSERVATION 30.71'(H)"o.01(j I 461.6s'(H)4s1s�i-(Gr�,.„„ ---- —TOWN_ OF FOREST CITY •` ��i•.' .�� EASEMENT`•':•_' ;. %/ o t as —} r `` O „anurrraa I - ✓�^ ,r I !'DO NOT DISTURB o d �rreAO�ja, 527.9 H86 pp05 E/''-!- '• •f•I.�,. .a $ I 2 (H)g _Y F' -t•y. O % _ -(J/Jr - B .. '` ® •2pp.S3'{C,j.• ,>• / PLOP ' aa� V : CONFIDENTIAL INFORMATION- 6,0- EXEMPT FROM PUBLIC RECORDS DISCLOSURE PROJECTFACEBOOK •,3 n: Y wry, GENERAL SITE NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. i o 2. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. DATA C E N T E F .R� ff ry�A^yo^�9h 3. CONTRACTOR SHALL POST ADDRESS OF SITE AT A PROMINENT LOCATION TO SUIT THE FIRE DEPARTMENT. 4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR, PRIOR TO BEGINNING OF ANY WORK, ALL PERMITS AND LICENSES NECESSARY ----- _ DWG TITLE TO ACCOMPLISH THE WORK. . . 5. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL OVERALL LAYOUT 25.83'(H)25. FAMILIARIZE HIMSELF WITH THE JOB SITE AND THE LOCATION OF N PLAN A ® �� \�''�� ``__ THE EXISTING UTILITIES SHOWN OR NOT SHOWN ON THE PLANS. ow B 3s H _ � `` ' THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO N2636'33"E EXISTING UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE CF 27.47'(H)27.47'(G) PLANS.ox JOB N 0 : 211155 R ZD �� DATE : SCALE : DWG . N0 : BEFORE YOU DIGI 120 0 60 120 240 360 CALL 1-CALL 2-49 C /� .O N.C. ONE-CALL CEN ER I GRAPHIC SCALE I INCH - 120 FEET 2 I 3 I 4 I 5 I 6 P:\10.01417 ALFATECH-Project Lucy Rutherford Co.Site\02_Design Phase\Drawings_Data\DrawingPlansets-Building 2&3\1417_LAYOUT-BUILDING 2.dwg PLOTTED:7/22/2011 2:19 PM BY:Shad Walters — °� --- Aff& ALFATECH FUTURE MAIN ENTRANCE DRIVE -- a`�a%y 30' WIDE X 8" THICK CRUSHER `� \ \ \ \ \ 97 EAST BROKAWCALIFORNIAROAD, SUITE 300 408-487-1 51 — \ ® \ \ \ \ SAN JOSE, ALIF 95112 FAX: 408-436-1 51 RUN STONE BASE FOR TEMP 0 SAN JOSE• SAN FRANCISCO THAILAND • SINGAPOR CONSTRUCTION ACCESS O S54-0 ---_ SYDNEY •MELBOURNE• DUBLIN CORK• LONDON• DUBi + —- AT Project No. 211155 s , 0 LO a (H)7080•17.(0) —_— \ \ \.\\ \' \ \ \ NC BOARD OF EXAMINERS CORPORATE LICENSE NO. C-363 � O CID O O / px A oo PC; 0+32.25 0) ® \ \ \ \ \ Y. 0 o O x FUTURE SECONDARY ACCESS \ \ \ \ DRIVE - SEE PLAN AND PROFILE \ \ \ FOR GRADING INFORMATION \ \ ® \ O J i \,\ \ L -J \ \ +99.86 McGII \ \ \ ,� -`\\ \\\ \ '\ ASSO CIATES \ ENGINEERING•PLANNING•FINANCE \ 1240 19TH ST.LANE NW HICKORY,NC PH.(828)328-2024 NC BOARD OF FxnNrtNFaS CORPORATE L[CENSE NO.C-0A59 Im I C \ \ n l ml \ n \ l o l C-) l I C I I Im N I \ < \ m 0 ml e. \ I I NOTE: �J \ I I FUTURE BUILDING FOOTPRINTS INDICATED ON THESE PLANS y' 00HAVE NOT BEEN COORDINATED OR FINALIZED AS OF 7/22/11 \ \ I j �� \\ WITH ATCE OR THE OWNER - FOOTPRINT IS SUBJECT TO ---------------------------------------- -- - ------------------------------------- \ CHANGE AT ANY TIME. \ FUTURE FIRE LANE I \ \ L----- \ \ ` L------------ I \ I I I \ \ � I L------- \ ---------------------------------------------------------------------------------- —� C ® \ I FUTURE FIRE LANE j \\ \ ------------------------------------- I I 1 0 0 I I I I i C i \\ Im l i �I n ® i i! Im • o / ' jl I < ® ; / m i I I / 1 MASS GRADING 07/22/ 11 N0 . DESCRIPTION DATE eo °.,N r--- ----------------------1 FUTURE DRIVES 9 'GINS. \\ - ------ ------------------- ----- , , PROPOSED M „A„\\ ® \ / j \`\\ \ CONFIDENTIAL INFORMATION- REALIGNMENT - \ \ \ \ / \ EXEMPT FROM PUBLIC RECORDS DISCLOSURE SHEET C1.2 PROJECT cctss =_- - - - _ r PROPOSED STREAM "B" r ' -- -- ` REALIGNMENT SEE FACEBOOK ---- SHEET C1.2 j\ PUMP STATION ACCESS f DRIVE - SEE OTHER PLANS --- -- �} \ \ \ F R C - `\ ',// . •. •. / iv'%, x /. . /' ''� �:-'•�� -_- \ \, \\\ �\ \\ /ice' -_ \ /, \ \\\ // \ - DATA CENTEF `\ \\ / `""_ r . %ice y ,r/ . . "ti" k/ •. ``© _ - -_ \.\ •_/ �� \ \.\ \/ / ' i \ \ / TOWN- OFF WASTEWATER uPWl4P,,. STAT40N r DWG . TITLE x BUILDING SITE \ I EXISTING GRAVEL ACCESS �\ ti ;L'� r / I DRIVE FROM BUILDING 1 - - LAYOUT PLAN JOB NO : 211155 DATE PLAN SCALE DWG . N0 : 60 0 30 60 120 180 /el BEFORE YOU DICI CALL 1-800-632-4949 GRAPHIC SCALE 1 INCH = 60 FEET N.C. ONE—CALL CENTER IT'S THE LAWI ■ 2 I 3 I 4 I 5 I 6 P:\10.01417 ALFATECH-Project Lucy Rutherford Co.Site\02_Design Phase\Drawings_Data\DrawingPlansets-Building 2&3\1417_LAYOUT-BUILDING 2.dwg PLOTTED:7/22/2011 2:18 PM BY:Shad Walters CURVE DATA O CURVE DATA O2 CURVE DATA 0 CURVE DATA ® CURVE DATA O CURVE DATA © CURVE DATA 0 CURVE DATA ® CURVE DATA 0 CURVE DATA 10 0 = 19'38'00" 0 = 20'53'21 0 = 60'45'54" 0 = 31'58'13" 0 = 42'50'34" 0 = 27'39'01 0 = 18'05'42" 0 = 29'20'41 0 = 35*14'19" 0 = 55'27'08" R = 45.00' R = 50.00' R = 50.00' R = 50.00' R = 50.00' R = 50.00' R = 100.00' R = 50.00' R = 50.00' R = 50.00' fli T = 27.62' T = 9.22' T = 29.31' T = 14.32' T = 19.62' T = 12.30' T = 15.92' T = 13.09' T = 15.88' T = 26.28' L = 49.55' L = 18.23' L = 53.03' L = 27.90' L = 37.39' L = 24.13' L = 31.58' L = 25.61' L = 30.75' L = 48.39' Ch = 47.08' Ch = 18.13' Ch = 50.58' Ch = 27.54' Ch = 36.52' Ch = 23.90' Ch = 31.45' Ch = 25.33' Ch = 30.27' Ch = 46.52' Ch. Brg. = S 80*11'00" E Ch. Brg. = S 59'05'02" E Ch. Brg. = N 80'05'20" E Ch. Brg. = N 65'41'29" E Ch. Brg. = N 60'15'19" E Ch. Brg. = N 52'39'33" E Ch. Brg. = N 57*26'12" E Ch. Brg. = N 63'03'42" E Ch. Brg. = N 60'06'53" E Ch. Brg. = N 70*13'17" E - - Am ALFATECH �X30/2g 97 EAST BROKAW ROAD, SUITE 300 408-487-1 20- / SAN JOSE, CALIFORNIA 95112 FAX: 408-436-151 SAN JOSE• SAN FRANCISCO • THAILAND • SINGAPOR SYDNEY •MELBOURNE• DUBLIN • CORK• LONDON• DUBi AT Project No. 211155 0-/ / NC BOARD OF EXAMINERS CORPORATE LICENSE NO. C-362 \ EXIST. DRAINA,61E A / - % ,� ` STRUCTURE -TYPICAL / \ \ ------------ / - I \ PR•OP. STREAM "A" A o REALIGNME �x a a VERIFY ELEVATION OF i / �! / EXISTING DUCT BANK . \ /��/ PRIOR TO BEGINNING' McG x 0 /'W, SEXIST. FIBER OPTIC \' ASSO CIATES -d / // /� ` DUCT BANK / . k \ k / //,; j / ENGINEERING•PLANNING•FINANCE 0 A o A � \ / \\ < / rn / / // // /,%/ !� /i STA. 9+50 - END 1210 19TH ST.LANE NW HICKORY,NC PH.(828)328-2024 STREAM "A" REALIGNMENT NC BOARD OFFxnrtNFaSCORORATELCNSENO.C-059 - Qom• \ \ / / AC / •CP i i / �� / j;, , �, III RMITTEN O1 \ .� \ ♦ 9 // ,, EXIS STREAM AsX00 STA. 0+00 - BEGIN STREAM IrA,I REALIGNMENT R .:�•� \.\ \\ 8 '.O '0 � .•/ 00 / � � •ice / I �/ / • :.\ \ \ X 11' X / O W W W W W W W W W W W - __--- k �.• � _ - � /;:i ,...- /� / i I is STREAM "A" PLAN - C CURVE DATA 11 CURVE DATA 1© CURVE DATA 13 CURVE DATA 14 CURVE DATA 15 CURVE DATA 16 CURVE DATA 17 CURVE DATA 18 CURVE DATA 19 A = 99'27'16" A = 116'26'43" A = 74'56'10" A = 81*13'48" A = 81'21'52" 0 = 40'42'00" 0 = 54'23'07" 0 = 49'03'14" 0 = 19*18'29" R = 35.00' R = 35.00' R = 35.00' R = 30.00' R = 35.00' R = 35.00 R = 30.00' R = 50.00' R = 50.00' T = 41.31' T = 56.50' T = 26.83' T = 25.73' T = 30.08' T = 12.98' T = 15.41' T = 22.81' T = 8.51' L = 60.75' L = 71.13' L = 45.78' L = 42.53' L = 49.70' L = 24.86' L = 28.48' L = 42.81' L = 16.85' Ch = 53.41' Ch = 59.51' Ch = 42.58' Ch = 39.06' Ch = 45.63' Ch = 24.34' Ch = 27.42' Ch = 41.51' Ch = 16.77' Ch. Brg. = N 69.31'39" E Ch. Brg. = N 59'25'01" E Ch. Brg. = N 41'00'04" E Ch. Brg. = N 37'35'33" E Ch. Brg. = N 39'23'13" E Ch. Brg. = N 58'26'10" E Ch. Brg. = N 66'22'43" E Ch. Brg. = N 69'02'40" E Ch. Brg. = N 34'51'49" E / 1 -----�---- �� 1 MASS GRADING 07/22/ 11 N0 . DE SCR I PT 1 ON DATE T` / / Igllnuerr+ \\ < // •••�um PROPOSED PRECAST CONCRETE B HEADWALL FOR 2 RUNS OF 48" t ` RCP ` II S��E i9�.. IE. � V''' M PROPOSED 24 LF OF DOUBLE 48" DIAMETER RCP - MATCH IDQ j CONFIDENTIAL INFORMATION- EXISTING GRADE OF EXISTING G Q�Q EXEMPT FROM PUBLIC RECORDS DISCLOSURE v o PIPE a PROP. STREAM "B" P R O J E C T ox / I m II£ "Q---_-- REALIGNMENT ; 00 FACEBOOK \\ \ 20 �'� °o --- °^ 06 �61A % F R C L I \ I \ 20 \\ \ A 15 In ��ti' i DATA CENTEF / / \ _ ' / / /, 16 ---\ \\ 6x ox + +� EXISTING INTERMITTENT iel l S 0+00 - BEGIN \\ \ tv ' ---- \ Q �, `° ; CHANNEL - SEE STREAM TREE M "B" REALIGNMENT DELINEATION REPORT PREPARED BY S&ME 40 0 20 40 80 120 GRAPHIC SCALE I INCH = 40 FEET DWG . T I T L E I STREAM REALIGNMENT LAYOUT PLAN EXISTING STREAM "A" STA. 6+95 - END STREAM "B" REALIGNMENT 11 I JOB N0 : 211155 DATE . 111 I SCALE - //'/ DWG . N0 : / it / ,- CALL 11--800-6 2-4949 �''/! / ,, N.C. ONE-CALL CENTER 1 .2 "/ IT'S THE LAWI C STREAM "B" PLAN I 4 I 5 I 6 P:\10.01417 ALFATECH-Project Lucy Rutherford Co.Site\02_Design Phase\Drawings_Data\DrawingPlansets-Building 2&3\1417_LAYOUT-BUILDING 2.dwg PLOTTED:7/22/2011 2:17 PM BY:Shad Walters t \ , r .\�O \ \\ \\ - -� \ \ I\ , �I-,��/I:��s I�/�-��1 1I_1,�1�-��, I�1I,-,11:��I�"I 11i,:��"I I�,_1 I1 11�1""7��__I'l_,l 1.I_ 1 I�� I�1,�Z'-)1��,",I�:,,��-1�111\,1�",'��-,,�,,,1�1 1",I 1�"��-,",I-,,-1",�11"1�,,1 1--'�"�,II 4 1,",-/-"1,I1I_--11_1��,,�111�1,1,I.��,1.�1",1,I�1-',1 �_��I''��_-1�1 1�-,�,,-/�--I-"�,�,Z,�1��1,�\?',I-��1--,,I-�,_"1�1� '�,_e�-�z,-_--��_1I I1,F N 1�1-,I1_,/4"1,,_1I"1�, ,��1," 1 I�1I I I\I� 7,�- �,"�,� O \ \ 885 885 - _ x - , _, / I \ -� , - v , I x n �. \ \ ,. -ram S•H \\ , /o* , PROP. 30 WIDE x\8" `THICK ---- - \ �� Y ........ ... ........ ........ ...... ............ _ § _ COM•PACTED, CRUSHER RUN \ \ 4 \ \„ 0 _ „ �' \� STONE BASE. FOR UTURE` \ \ I \ o �i F \ \ I 1EMP_'24" HDPE .., _-_ - \ 880 0 880 , \ MAIN ENTANxCE DRIVE , \ \ 2 LF ® .45% REMOVE AND REP CEF' / / ` t \ \ I _ 4 1,5 11 \ „ i, ,\ \\ , o + \\ / INV. OUT 842.Oo. - -� AA LA F EXIST. 24 RCP'w� + \ INLET �' : E " m EXIST. GRADE PROP:24 RCP' � I . OU` 892.50. o `, - _ ya;, ,x,^..,.._% _._ x / - / "_ �'- 97 EAST BROKAW ROAD, SUITE 300 408-487-120C _.,.. i " �. \ xnn ,,.n.3. .x..„ ,,,... ,__�."„ n, x. _. 1,^ 0,4g x= ,• '' _ SAN JOSE CALIFORNIA 95112 FAX: 408-436-151" 875 < „ 875 -81 LF *'2:47% -\ f;< + /_\ `0 w6 ', \ c? ` ` .; ;" n. I INV. IN. 8 ^," SAN JOSE SAN FRANCISCO THAILAND SINGAPORE m : / - - " x \ 1 M,1�...�^,,`"'�-� `� ,�"`a „ "..`. ,,.<';" ;' d;"�`r ;' t \ - ------ '__ SYDNEY •MELBOURNE • DUBLIN • CORK• LONDON• DUBA II ', ;, ,v\ Y V. OUT 845:,77 - --- W x. ., x \ k I , ¢:yam, , .. ,-" ''r x.,.,. "; `' �.-w..w..,l. ...r:..: .x<' ^;,,.x.:s `fir a�, �- - - - AT Project No. 211155 J -y �, \ a x. f `,,kr \ ,, r t_� „n= y,„ „g NC BOARD OF EXAMINERS CORPORATE LICENSE N0. C-363 - rr2`�xf �` s:` 1.:.. ,:� e..£i: 4h .;.x.w: :11.T' ",,;x ..„.Y ^t xr y,:, \ C9 W / - x, ;x". / , O \ r /x;;..,.Y" .' v.b. +^,_ ,,,a:,..-' ', /`', .fr: f x,fi' a. \ ,„ \ - """"III'I''l'll"l"""""""III,'I,''l'll"ll"ll"l"""""""""III'I''l'llIllIll'l'''''llllllll"""l,l"""""III'''ll lll.l.""".."""..II-I''.'.11lll.l.""-"..4,,,',4.-'.l,lCa�ial+l.-"sn,"D.""(.I IlA">Ia'-lil�,--_2''-II�''-ll60"mll,,-"""1Em-0DI'?Il'-l"-_"-_I1'-ll,1:::::.:::::::::1::::::�I:::::::::::::I::::I:::::4::,:::I""_-"I,I,',7_ll�'l,1l".",I"'l"l"I'_"ll_I"lI,�1�111�11111N-�4!-0?.0i ,�i::::::::::::::I::I:::::::::::::::::::::::::�::I:::��_"".,`*,�`,�-0000,""I7'll"........-.4...��::::,:::I�::::::I::::�:::::::::i::::::::::,::::::::::::1.-.�.,�I�'2ll.oCW.0C`+o.C4E.. ->1 - �, , \ . x :; , :", ~ \ nn xx,. : INV:,.OUT 838.38 \ 870 870 \ , � I \ x +32. p x . xM,.. _., Q rr ,�r ®. f h. ,. ,,,\ 6- � ), a `n a'. f,;. r _.x f.s i ."„: ,., r x,,,...r .. �.:.„=.g ".,,,, .:... ', \ \ ;�. m,:.._ r .;a - „m' < '`'r,k'r x '9A-, Q C U \..a .,,r, ,;. r..., 1 M,^: ......... .... ......... ......... .... ......... ......... ......... ......... i. ......... ... ........._ X,. ,,,,; ..:,r �Q/,, _,�_.. r:, ........ `y/ ... , .,,_,.. ,,.,.,', n^;,< .,'.r-'y \ SECOND RY ENTRCE DRIVE Na : .;,... r r x,~• `��ie-x,~ \ : ;f ^„ ::,,;x"'x,=., _ ^._ x „~..:�<. ,.r ram, .'z" .s=}^a, `.`'r ...... a + m„ 1 \ r ter. I �f/ 1 „ M --. : r / .§. -', "\, .. .. G'yxhx „ r...:>a r„ .:„* / ,- a ,.`".` 865 865 \ , u v; „x : ,..: x .f I PROP 15 RCP t v� m. n - .......... 1 ,, \ ? m / \ \ , „ < �:, / �y, 26 L.F. ,® 2.00� , h. gi y I / .;\�y ,.a / 1 �x i PROP>,18" RCP. x / ��, \ ;� / I 9R / INLET W i I / �R / �5 LF �,7.50% m , V I 8P4�b0 /x\ �\'�\.' \ I �( / TOR 850.48 ^x \ � \ 860 n 860 //x / \\ \ I I / INV. \OIWT 846.48, \ 1w \\ , 0 w \ I,. / / \\ \ „ „ , 1 , `„ / 1 \ l / / l ,' i '_ \ 0- / \ IIa / / INV IN 845.50 ,,^ r °r, \ \ II / 855 0 00 o m 855 / I j l \ \;` \\\ U> m , / `, r' II / is - -~---- J---'�----------------{--------- -----------�--- '{--- ^, \ \ vi / l, / T - / I _ _ , ^. zn 850 +9 850 r/` I , I'I I ,' � / / ,�_ v� `vim v 111 o ro I ;, /; / / v v v v i A ,. �> o� / I III, I I / / i� -�- -- \\ I PVI STA = 0+75. 0 >m +ro / I ,� I I I / i / \ \ + \ . DcGPV1 ELEV._=.._864 8 m ......... ........... I �,I I I ; // 1 I / \ / ; A.D. = 8.00 0� / ' I I I Ix i i � I , „ � � ` � "" ,„,x.,, a. � PVI STA - 2+50.00 w / hx W: ' ;,;,xk ,� ?r <, ., _ , r,„r..'t*,.,..r n=:. =x. ;..�r ,,,,x,. .,m,: ;'`,,.a .,. r` lq I �_ 845 100.0o vc 845 n a - - --- r - x I „, r ;,.. , ✓ , ,i. , :; `xx,., x x : „: ,..... r a r xh„:�..„:;; .., , W: .n:f< ,:"xh .r., : vxt,.+r_.< ,x t"S.s., .rt:n ..;^?. A.D. - 8.00 (�) / / , y a x. # e ,.:,:_:; =n , ,;}__, =`•r., .r ,;.... = r .,.,,x.„, ..:.. ,, :,. .,. ,..xr -r.%. .:,: I I `; .., ; _ _ r „ ..... .:::,,,f, :.. , ,:,.. n,..l ''_ "l r n a,..;. ,.x.._r,:„, ',..,: :,..,:.,.< ';,..,.wr. f x ? ... II I r ,, ;k K. zs.00 I I, r ,..:: ,, 1,n x.._. �.„-. A S S O C I A T E S ,.wr , f f.,,, : I ,x,.. :, . / , <- ;,- \ 100.0 VC \ d _ ENGINEERING PLANNING FINANCE .,..�:,": ,'}.x..;-r:. .� a ..... x.. ,x..:~x: .., ,. , ..,x,x ,",r:= r,r r,,,.a. x.s.. x:,,." .,... :. ,x,. x.. .... I I , \ I \ ----- / r w .x:, r , , .r,, n 1 f. , ,,., \ .r a c ,, x_.. 1_O 1)TH ST.LANE N W HICKORY,NC PH.(N2N)__ 2020 :.:. x ram... ..n, r%' ..... r. ';v ... x"`,x ., ,..,,. M n, r:„ £ ,.. ;x..,, .. x. \ -, .,.. , S .... x .. .. l b.. h. _:.x ,"......,. TC.BO.-1 OF Ex.�ARNERS C>RIOR 1TE LICENSE NO C-(459 I ram. _ .,., M f,r �v ,-% ,,, , w,: I / ,,; .,. „rn;r .: a....;,x ,°„,.?'., x N uv. ax..r ",n Yf.,: .;:..:,,.';. ,,:s"< , ._'' xr= 1`.,t\'`' :...,;,,.., ,. ` / \ \ I I! x I x, sx :, x� I r FUTURE BUILDING 2 f. ��, ,\ , ,,, , :{ .r, A „rt I r I a r \ :x x > / , f v, .1 ':, , :,.: x. r.r, ,..,.r^„ .r ,...,Y ",„n x,..,1 xx; .. 4.r,„. °4 x x. t. w:..Y , "..... - ,_ _ fp, .: x ,: m: SUBGRADE ELVATION 854.25 f \ ,: w_ I 4 r r x � � r � , w , ,. ,, x �� r_xu 0+50 0+00 1+00 2+00 3+00 3+50 I ;\ ,. x r , s; M 1 / ,_ , „ " ,r r ,, ., w ,1 r, , , w; w n ,, x :..�: , r < fi ;� , r ru„ r ;, m,, � w ,. � a y, ,. r h x r s 4,,. ,.,,, I , t ; x, x ...: x.._:f 1`w .._., rv, §k x 4:.,. x ,r ., ..x x n w ..._ * x.. , , m I `. I r FINISH FLOOR ELEVATION 856.00. ; ,.,n.,, I / f , � � x x ,; �n r ,r n , n nw x, t h � n.; a� , e f r ;; ,.u. .. :x':.,, �7.. .. .,.. a.. -::..,, ,.::rr, :`, "z x r ,._. ..: ,. .,.. , ..._ ,. ;" �"� "'\`�` ::.....,a. x x , _..,.r l~ \,..r ,`,. , .. .. w. k. n 2.. x *' I x..:, „. ... ,:, , .. n, �., ,..:.r ,.,,.., x x. x:.,... ,.n_ , �:,n. .., , :. , , ,. �:,, ^a. ;.;, .. x .. ....�: , , ;x..: ..m: :;„., .r.. ,. x.. n n�:....x ..:. .v., n �.,, .. x. ,.. :„:.. r- a ..._... ._.. :,r, r' '.,.... � rx,. "se:. .. , , ,. r x, r^ ... a, I r.: r „ \ y f : " _, a. „ ,::..:: a .::..: n,°.. ...ter f,. ,.:,,. .x , ? , .::'..{:. ,: , .< " '�.a., ,. ,"" r.r..3 1. .._..: a. �S. „ .,: ,.� ..✓ ,Cn.x `:.;,`' :`x3:�.,�x\ j f' n „ . C, , r x :. ':... Y ,., `,. .;•• .., . ...:v} , Y xc.._. `"11.1x. "., a,„:x. _ .. .:. , ,n,'{ "",. ..w r.' ,. �'; : x ,=x: ,.� , t..... x,,;,,,, ,,,,,,^„ .r.. :-� ,.. ,: �''.;mn ,,.,rr' ,� a .}: x. ,,.:'�:,_ ...,.,,. :4. .hr: ",; 3 ,,�*'�^ ..M:. ,\. „+' E 3, Lr' _ ,r .... ,. .., .. ... .,,.;.< i,. ; ,.:..; .n ...,...: ,.,., 'r -.x h....: .... „,xx rn. ,,,,: ,.?. „ , x,, .-R.3' � a,r SECONDARDY ENTRANCE PROFILE- ENTRANCE DRIVE PLAN- - 910 0 910 + � � � � � � � � � � � � � � : : : � � � � � � � � � � � � � � � � 9 � z � � : : : � � � � � �� : : : � � � � � � � � � � : : : � � � � � � � � � � � � � � � � I � � � � : : : � � � � � � � � � � � � � � � � � � ��I �� I�� l.. ... ......... ......... 1...... .......... ......... ........ I�� ELE = 894. 1��III �� II ,::::: I::::: ,I::::I ��I cn n PA STA 0+95.00 905 < <c PA A.D.V= 8 50 37 1��I�� 905 Ix m m I, II 112.50' VC 0 > Q ......... ...._a.W. .._ ;. ......... .... ......... ......... ......... ......... ......... ...... ......... ......... ... ......... ........... ......... ......... .... ......... ........ ......... .. ......... ......... ......... ......... ......... ...... ......... ......... ......... ......... ......... .,....... ...... ......... 1....... ......... ......... .. ......... ... ............. r 900 M 900 O >> ,rn ......... ... ......._m m t ......... .... ......... ,1 0... ......... ......... ......... ...... ......... ......... ... ......... ........... ......... ......... 1::::::: ... ......... ........ ......... .. ......... ......... ......... ......... ......... ...... ......... ......... ......... ......... ......... ......... ...... ......... ,....... ......... ......... ........., ......... ... ............. - U 895 C 895 _ _ w ,.... ........ ........ 890 \ 890 PROP. 24" RC \ 885 885 -EXIST. GRADE .. .. ... .. .. .. ; .. ; .. .. .. 880 880 ........ ......... ......... ......... ...... \ ... ... ..... ......... ........ ......... ......... ......... ......... ...... ......... ....... ......... ......... ......... ......... .................................................... 875 �@ LOW PT. STA 8+96.30 875 PVI STA = 7+95.00 \ PVI ELEV 848.87 \ A.D. = 7.96 1 MASS GRADING 7-22- 11 .. K:..40 20 320.00 VC 870 \ v 870 N0 . DESCRIPTION DATE \ °+° PROF'. FINISHE CENTERLINE GRADE `'"`'1M 865 \ 0 m . 865g, ;w: i B "I'l""I'll""I'll'll""I'll""I'll",lI.......��........................--,""I'll".............��....................................................��...................................................��...................................................:::::.:::.................................................7: \ >> ma0ipr °D _- \ o m m 0 n �n O W Q' W help ..(i919,,• �K Q /y pB 860 w 860 w CONFIDENTIAL INFORMATION- ........ ......... ......... t ........ ......... ......... ......... ......... t ......... ....... EXEMPT FROM PUBLIC RECORDS DISCLOSURE \ .... 855 \ 855 PROJECT : \ 1.46% .. .. .. .. \ .. ... ; i 850 ��1�� 1�� 1�� :I::: :I:::: :I:::: \ \ __ 850 � � � � � � � � � � : : : �� : \ / "I'l""I'll""I'll'll""I'll""I'll",'ll""II"I'l""I'll""I'll'll,'ll""I'll""I'll",'ll"� ......... .... ......... ........ ......... ......... t ........ ......... ......... ..... ......... ......... _ / 845 , - ' 845 PR P. 15" RCP _ ........ ........ ........ ........ ........ .. ........ ........ ........ ........ ........ .._� �._� �........ ........ ......... 840 840 DATA CENTER PROP. 18" RCP ........ ........ ........ ... ........ ........ ........ ........ ........ ........ 1. ........ ........ ........ , ........ ........ ........ ........ ........ ........ 835 I 835 DWG . TITLE : 1...... ........ ......... ROADWAY PLAN A AND PROFILE -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 JOB N 0 : 211155 MAIN ENTRANCE DRIVE PROFILE 60 OI IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII I 30 60 lZ0 180 DATE I 1IIIIIIIIIIIIIIIIIIIIIIIIII1 I I SCALE : GRAPHIC SCALE IINCH = 60 FEET DWG . NO : EXISTING COUNTOUR INTERVAL : 2 FOOT PROPOSED CONTOUR INTERVAL : 2 FOOT BEFORE YOU DIGI CALL 1-800-632-4949 N.C. ONE-CALL CENTER IT'S THE LAWI C2.2 1 I 2 I 3 I 4 I 5 I 6 F:\10.01417 ALFATECH-Project Lucy Rutherford Co.Site\02_Design Phase\Drawings_Data\DrawingPlansets-Building 2&3\1417_GRADING-BUILDING 2.dwg PLOTTED:8/8/2011 9:54 AM BY:Russell GENERAL NOTES x ® x CS- \ `\ 1. UNDERGROUND UTILITIES: EXIt8T./INTERIM X\\ y\ -\ `\ \ \\\ \\ \`\ \\\ A.SURVEY DATA FROM MCGILL ASSOCIATES, P.A. AND DOES NOT STREAM,` �-^� `\ \ `�' I \\ / \� \ `\ \\ \\ y\ INCLUDE UNDERGROUND UTILITIES. B.CONTRACTOR SHALL LOCATE AND PROTECT ALL UNDERGROUND - J UTILITIES. C.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO AM ALFATECH \ \ \ \ \ \ \ \\ _, / / ! I \ \ / \ \ \ / \ UNDERGROUND UTILITIES DURING CONSTRUCTION. 97 EAST BROKAW ROAD, SUITE 300 408-487-1200 \ \ \\\\\\ \ \ \ \\ I \ \� \ 1 \ \ ` \ ` ` \\ \\\\\\\ \\ \ \\\\ \ \\ \ I �/ \ \\ \ \ `\ \ ` \\ 3. ALL CONSTRUCTION ACTIVITIES TO BE APPROVED BY AN ON-SITE SAN JOSE, CALIFORNIA CISC FAX: - SIN APOR 1 � \ � � � \ \ \ \ \ \ SAN JOSE SAN FRANCISCO THAILAND SINGAPORE / ` `` REPRESENTATIVE ENGINEER OF MCGILL ASSOCIATES. SYDNEY •MELBOURNE• DUBLIN • CORK• LONDON• DUBAI \ \ \ \ \\\ \\ \ AT Project No. 211155 4. EXTREME CAUTION SHALL BE TAKEN AROUND TREES AND PLANTS NC BOARD OF EXAMINERS CORPORATE LICENSE NO. C-3631 I \ \ l FLAGGED FOR NO DISTURBANCE: A DOUBLE ROW OF CONSTRUCTION FENCE SHALL BE PLACED AROUND ALL TREES AND PLANTS FLAGGED FOR PRESERVATION. FIRST ROW SHALL BE INSTALLED AT FIVE FEET FROM TRUNK. SECOND ROW SHALL BE INSTALLED AT DRIPLINE. 5. CONTRACTOR SHALL: • LIMIT THE DISTURBANCE AREA WHEN ACCESSING THE STREAM TO / \ /I I / INSTALL THE STREAM STRUCTURES. PROP. ROCK STEP �\ \ `\ \ I / • ONLY PERFORM GRADING AS DIRECTED BY THE ENGINEER TO -STRUCTURE - TYPICAL (SEA SHEET C-5.2 `\\ ,� , =6\ / `\ c� I STABILIZE EXISTING BANK EROSION AND TO STABILIZE EXISTING FOR`\DETAIL) \ `\ \I / / // SLOPE EROSION. //%/'//'/,%/ /%/%�//� j /'�� \\\ \\ `--\ \\'�/j %\ \ \ `� \ II % ,'� / / / • NOT PERFORM GRADING ON AREAS THAT ARE STABLE. • ONLY PERFORM GRADING WITHIN THE FIRST 10 FEET OF THE 25 FEET BUFFER AREA. EXISTING DRAINAGE PIPING ✓ I ,/ / �/ TO BE REMOVED AFTER STREAM I I I / / / / ,' ,' / • LEAVE EXISTING ROOT SYSTEM WHEREEVER POSSIBLE TO \`\REALIGNMENT "A" IS IN PLACE �� /I I) //\ \ // /' /' \ PREVENT ADDITIONAL SOIL LOSS. PROP. R "A" }I _ REAL GNMENT I ` �`� a ----, ,\ ,/ //� / / / h // , / / • PERFORM THE VEGETATION PLAN WITHIN THE EXISTING VEGETATION TO PREVENT EROSION AND ADDITIONAL SOIL LOSS. 6. CONTRACTOR SHOULD SALVAGE AS MANY PLANT SPECIMENS AS \ \ I I \ RIP RAP ENERGY `�\ �" \\\ \ , ISSIPAT0�2\ f \\ ' / / ' / / / / 1� POSSIBLE OR AVOID PLANTS TO PREVENT DAMAGE. • 7. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGES ARISING FROM WORK ON PROPERTY OWNED BY ENTITIES. McG 8. THE PROPOSED PROJECT SITE ALONG NOAH BRANCH IS ASSO CIAT ES / ENGINEERING•PEA NNING•FIN ANCE APPROXIMATELY400 FEET IN LENGTH. 12019THST.LANE NW HICKORY,NC PH-c525)328-nn4 I I / \ � \ \ \ , � � NC BOARD OF EXAMINERS CORPORITE LICENSE NO.C4159 /// ' // / ` \ _ \ \ 9. ALL ENERGY DISSIPATION DEVICES LOCATED IN THE STREAM CHANNEL i l�ii i// /-' i - / PROP- ROCK STEP STRUC�TUR�-TYPICAL SHALL BE REMOVED FROM THE STREAM CHANNEL. (SEE $HEET C-z 2� /` ,-� /,- ,/' � 10.DURING RIP RAP REMOVAL, CONTRACTOR SHALL REMOVE ALL FOR\DETAIL) \\ — J /' /_ %' -'=_! ;,�-''j FINES (INCLUDING SILT, SAND, AND CLAY MATERIALS) LOCATED IN THE ' STREAM BED AND DISPOSE OF PROPERLY. / / i / i i / / 11.ALL TURF REINFORCEMENT MATTING LOCATED IN THE STREAM ----' l // �/ / J l j / / i / f CHANNEL SHALL BE REMOVED FROM THE STREAM CHANNEL. 12.13OULDER STEP STRUCTURES SHALL BE INSTALLED AS INDICATED ON THIS SHEET. IN-FIELD ADJUSTMENTS FOR THE PLACEMENT OF THE BOULDER STEP STRUCTURES MAY BE MADE BY kk ^' ' ' / \ / / / / ' ' / /'�` - THE ON-SITE REPRESENTATIVE ENGINEER DURING CONSTRUCTION ,PROP. ST�€PM .,A.. ___--_--=\- ,/ / � / I / � // /�/ �/ , �/�� -/ 1 I ACTIVITIES. ALIGNMENT ` 13.13OULDER STEP STRUCTURES WILL PROVIDE GRADE CONTROL ALONG THE NEWLY CREATED STREAM CHANNEL AND PROVIDE CRITICAL � — — — _ / --' - ' // / / \ HABITAT FOR IN-STREAM AQUATIC FISH AND MACROINVERTEBRATES. ————— \ / �' ` \ / -- 14.ONCE CONSTRUCTION IS COMPLETE ALL DISTURBED AREAS \ \ k k____—k— �- k `\ ` - / --RIP RAP ENERGY I I WILL BE STABILIZED WITH A BIODEGRADABLE EROSION CONTROL DISSIPATOR \ I I -k MATTING, TEMPORARY SEEDING, AND NATIVE VEGETATION GRASSES \\ k k k AND PLANTINGS PER SHEET C-5.1 PLANTING PLAN. —_' / I 1 I IN k 15.CONTRACTOR SHALL UTILIZE TRANSPLANTS COLLECTED IN THE VEGETATION PLAN PER SHEETC-5.1. 16.REFER TO SHEET C-5.2 FOR STABILIZATION AND ENHANCEMENT TECHNIQUES. __'' \ \ t \ \ ' \ \ ---- — \ \ -�---- k\ - PROP. ROCK STEP \ 1 _ ----------- -- - - / STRUCTURE - \TYPICA� k k —k `' k —��---'—k i —_ \\` (SEE SHEET C,5.2 �k k\ \k _� e i ---E_---- FOR DETAIL) \ \ \ } } I I \ I \ kc— -_RIPE TRA 4PP�-=;, _\ DISSIPATOR__ \ \I \ a--- —F \ ipA�d� \ \ \ \ \\ \ \\ k\ 1 MASS GRADING 7-22- 1 1 --- \� N0 . D E S C R I PT 1 ON DATE _ _ _ — •+°{.S 3 ------ ----- c....... . .. \ / /--- _----- •''°.' e As PN EkI$T. YNTERMI�TEN�zz II p CONFIDENTIAL INFORMATION- EXEMPT FROM PUBLIC RECORDS DISCLOSURE I \` ---- \ \ FACEBOOK ,10,0........♦ ♦, \`��\��\\�`�\\`\`\\`�\\ `\\\\\\\\ \I\ III DATA CENTER DWG . TITLE : STREAM STABILIZATION PLAN JOB NO : 211155 50 0 25 50 100 150 DATE : SCALE : GRAPHIC SCALE 1 INCH = 50 FEET DWG . N0 : BEFORE YOU 5.0 CALL 1-800—ss2-49-49a9 N.C. ONE—CALL CENTER IT'S THE LAW PLANTING NOTES 1. ALL AREAS WHERE TOPSOIL IS DISTURBED SHALL BE DISKED OR HARROWED TO ENSURE AERATION AND TO INCREASE THE SURFACE ROUGHNESS PRIOR TO PLANTING. CS- \\ \ \\ \ / 2. ONCE CHANNEL BANKS AND OVER BANKS HAVE BEEN GRADED TO FINAL GRADE,CONTRACTOR SHALL ESTABLISH A SUITABLE PLANTING MEDIUM OF TOPSOIL APPROXIMATELY 6-8 INCHES IN \\ \ \\\ DEPTH. \\\ \\\ \ \\\\ // Il // \`\ \ \ \\ \ \\ J I \\ �i \� \\\ \` \` \�\ / �\ \\ \ ��\ � / `\ \ \ \\ 3. CONTRACTOR SHALL COVER DISTURBED STREAM STABILIZATION \\0\\ \\\\� AREAS WITH NORTH AMERICAN GREEN SC150 BN AND DISTURBED BUFFER AREAS WITH NORTH AMERICAN GREE S150 BN ACCORDING - \ TO SHEET C-900 WITHIN 24-HOURS OF DISTURBANCE. `& ALFATECH 4. CHANNEL EROSION CONTROL BLANKETS SHALL BE LAID TRUE TO GRADE AND SHALL MAKE A SMOOTH INTERFACE WITH THE 97 EAST BROKAW ROAD, SUITE 300 408-487-1200 SAN JOSE, CALIFORNIA 95112 FAX: 408-436-151 1 SURROUNDING GRADE. ANY PORTION OF BLANKET WHICH HAS ITS SAN JOSE• SAN FRANCISCO THAILAND • SINGAPORE \( GRADE OR SURFACE DISTURBED AFTER PLACEMENT SHALL BE SYDNEY •MELBOURNE• DUBLIN CORK• LONDON• DUBAI REPAIRED. ANY PORTION THEREOF ALREADY IN PLACE WHICH IS AT Project No. 211155 FOUND TO BE DEFECTIVE OR DAMAGED SHALL BE REPAIRED OR NC BOARD OF EXAMINERS CORPORATE LICENSE NO. C-3631 REPLACED,AS DIRECTED BY THE ENGINEER,WITHOUT ADDITIONAL COST TO THE OWNER. 5. ALL PLANTS SHALL BE AS CALLED FOR AND SHOWN ON THE i DRAWINGS THIS SHEET. 6. ALL PLANTS DELIVERED SHALL BE TRUE TO NAME AND EACH PLANT, OR GROUP OF THE SAME SPECIES,VARIETY,AND SIZE OF PLANT, \ I SHALL BE LEGIBLY TAGGED WITH THE NAME AND SIZE OF PLANT. ALL OVERBANK AREAS WILL BE VEGETH I ---- Off\ \\ ��) I I I 7. ALL PLANTS SHALL BE FIRST-CLASS REPRESENTATIVES OF THEIR USING THE LIST OF RECOMMENDED SPEC / ' J l\ \ \ it I SPECIES. STAKES SHALL BE REASONABLY STRAIGHT. PROVIDED ON THIS SHEET. THE CONTRACTO �\ �� \ / \\ 1 \ / 8. ALL PLANTS SHALL BE FREE FROM DISEASE AND INSECT PESTS AND \ I / / / 1 SHALL WORK TO HARVEST ON-SITE TRANSPLANTS �\ \ \ I I / / ALL SHIPMENTS SHALL COMPLY WITH ALL NURSERY INSPECTION \ � ) \ \ ate'/ FOR USE DURING THE VEGETATION PLANTING. \ �, - \ \I \ / / AND PLANT QUARANTINE REGULATIONS OF THE STATES OF ORIGIN � � �) \ \ ` \ / J // AND DESTINATION. SPECIES WILL CONSIST OF LARGE TO MEDIUM `\ ,\� 9. ALL PLANTS SHALL BE SUBJECT TO INSPECTION AT ANY TIME BY THE TREES UNDERSTORY TREES, AND SHRUBS. ANY \/ / \ ` I / // REPRESENTATIVE ENGINEER. DISTURBEQ AREAS DURING CONSTRUCTION ACTIVITIES , �I ��I / 10.LIVE STAKES SHALL CONSIST OF FRESHLY CUT LIVE PLANTS OF SHALL\\BE STABILIZED WITH NORTH AMERICAN // �\ \ ,/ / // SELECT STOCK WHICH HAS BEEN DEVELOPED BY PROPER GREEN S1508N. ✓ I \ ,/ / \/ CULTURAL TREATMENT. STAKES AND CUTTINGS SHALL BE 3/g'TO 2 IN DIAMETER AND BETWEEN 12-18 INCHES LONG. STAKES SHALL INCLUDE A 50-50 MIX OF BLACK WILLOW AND SILKY DOGWOOD SPECIES. \ 11.CONTAINER GROWN PLANTS SHALL BE HEALTHY,VIGOROUS, \/�✓�\ WELL-ROOTED,AND SHALL HAVE BECOME ESTABLISHED IN THE ` , / /' /' // /' /'/ CONTAINER IN WHICH THEY ARE DELIVERED. THESE PLANTS SHALL \ \ I I \ RIP RAP ENERGY X\ �" \\ / , , / \\ \� i HAVE BEEN IN THE ESTABLISHED CONTAINER LONG ENOUGH FOR ISSIPATO'R\\ \\� /,' / ,' i' THE FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT / / / , / / CONTRACTOR SHALL >fOTECT ALL STREAM\ MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN \\\\\I -_I \ \ II \ CHANNEL BANKS THAT ARE DISTURBE \ /�� / / / ' _ i i � i i i / � � � REMOVED FROM THE CONTAINER. THE CONTAINER SHALL BE A 1 McG \ 1 \1 III _ \l \ \ I DURING STREAM ENHANCEMENT ACTIVITI \S- // ��'� ✓ i //i' i/ / �' �' i' /' / �' �'/ � �' x GALLON CONTAINER OR LARGER,SUFFICIENTLY RIGID TO FIRMLY \ 1 I I / -- \ \ \ f / / l A S S O C I A T E S I Il I I I I \ \\ \ \ TH NORTH AMERICAN GREEN SC150BN. \ ! �\hi','// ,' / �� i / / �'��' �i� / r HOLD THE SOIL PROTECTING THE ROOT DURING TRANSPORTING, ENGINEERING PEANNING•FINANCE TOR SHALL WORK TO HARVEST '\ ' / '�/ 124019TH ST.LANE NW IUCK°RY,NC PH.(82)328-2024 _ , i i / i i HANDLING,AND PLANTING,AND THE SOIL SHALL NOT BE ALLOWED xcso_vnoF .nnxEascoxroxucexsaxo.c usv \. � / �' � � � �' ' ON-SITE LANTS FOR USED DURING \ �` _/ �\ / / / / / TO BECOME FROZEN. THE VEGETATION TING. SPECIES WIL \ I y __,''/ / �',' ,' / ,' ' / /l 12.BARE ROOT PLANTS,IF USED,SHALL HAVE A HEAVY FIBROUS ROOT CONSIST OF SHRUBS, GRASSES, \a /_� /_/ // '/�' �/' SYSTEM WHICH HAS BEEN DEVELOPED BY PROPER CULTURAL \ AND LIVE S1AK S. CON AC AL / ---' ''/ / \ I/ �\ ( \ � �' �' � / / / � TREATMENT. THEY SHALL BE DUG,PACKAGED,TRANSPORTED,AND \ \ J�'� '/ ! HANDLED IN A MANNER THAT WILL PREVENT INJURY TO OR DRYING UTILIZE THE LI T OF RECOMMENDE ,, / / \ \ I_-_ f / _ i - - - _- l OUT OF THE TRUNKS,BRANCHES,OR ROOTS,OR FREEZING OF THE SPECIES N THIS SHEET. / I ��'��/ _- _--__- /�/// ROOTS. 13.NO CHANGE IN SPECIFIED PLANTS (SPECIES,VARIETY,SIZE, I I/ CALIPER,ETC.) WILL BE MADE WITHOUT APPROVAL FROM THE / � '/ J �/ / // / REPRESENTATIVE ENGINEER. ALL REQUEST BY THE CONTRACTOR FOR SUBSTITUTIONS SHALL BE PRESENTED IN WRITING AND SHALL �%,//,/ / / ---- \ � \ �\ � �_,�✓, / / / \ /y I / / // ��1 � � �/ �� /��\� ,,' � INCLUDE A LISTING OF SOURCES WHICH HAVE BEEN CONTACTED IN AN ATTEMPT TO SECURE THE SPECIFIED PLANT MATERIAL. REQUESTS FOR SUBSTITUTIONS SHALL INCLUDE BOTANICAL NAME, COMMON NAME,SIZE,CALIPER,AND FURNISH DESCRIPTION AND �_ 1 PROPOSED SUBSTITUTE. -I-, i ��'�-\ l � / i / / T / - � �- / 14.REMOVAL OR CONTROL OF SOD FORMING GRASSES SUCH AS FESCUE AND KENTUCKY BLUEGRASS,INVASIVE,EXOTIC PLANTS THAT WILL HINDER AND COMPETE WITH PLANTINGS FOR ESTABLISHMENT AND NUTRIENTS NUISANCE BE PERFORMED FOR A -_ e \ e __e \ "\ ___ \ _ -- PERIOD OF 90 DAYS AS NECESSARY TO ENSURE ADEQUATE e e _ --- - � - -_-'-- �' '% ` SURVIVAL OF SPECIFIED PLANT SPECIES. -RIP RAP ENERGY \ \ �' ) -d �� I I 15.CONTRACTOR SHALL PROVIDE INITIAL WATERING ON THE DAY OF =_� E\\ \ / \ ��` `� ��i`_:.�'•� ' :: •�• / DISSIPATOR e E\ e �� I\\ / 1 I r.,- I J \ I PLANTING. CONTRACTOR IS SOLELY RESPONSIBLE FOR IL ✓ •: / \ r \--\ / I SURVIVABILITY OF PLANTS FOR 1 YEAR FROM DATE OF PLANTING. ENGINEER RECOMMENDS PLANTS BE WATERED AT THE MINIMUM RATE OF 1"PER 7 CALENDAR DAYS (INCLUDING RAINFALL) FORA PERIOD OF 90 DAYS. SYST M \ I \ �\ EXIST. CMP DRAI �R REMOY \ i Il �' I( \\ \ \ SEEDING _ e e-� h� \ et e E �� ems_� _ ED \ m \\\\ \\\\\\\\\\\ �___- -_�_ �� \ E �\� ---'- \ \ TO BE ABANDONED \__-- -- ------ ALL\ 1 \ \ \ `ALL OVERBANK AREAS WILL BE VEGETATED \I I 1. APPLY TEMPORARY AND PERMANENT SEEDING TO SEEDBED _ _ �_ - ^~___--____- RC \ USING THE LIST OF RECOMMENDED SPECIES I 1 / _k___ �\'� \ e 'i r \�\ 1 I l \\\\\\ RAIN/HGE SYSTEM \\ \ \ I I I 1 \ AFTER PREPARATION IS COMPLETE. REFER TO SHEET C-002 p 1 \\ \\ \ \\ e e \ \E e t _ ---- -`\ -\ \\\ \ D \\ \ \ \ I I PROVIDED ON THIS SHEET. THE CONTRACTOR\ \I \ \ FOR TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS. E_k-� �__�`-- --';x�' \��\ SHALL WORK TO HARVEST ON-SITE TRANSPLANTS \ \ 2. BROADCAST SEED INTO FRESHLY LOOSENED SEEDBED THAT \`� -E -- - �� -_ _ E-_,� \ \l \ \\\ / :.':�:: ,. ':' _ \ \\ \ \ \\ FOR USE DURING THE VEGETATION PLANTING. HAS NOT BEEN SETTLED BY RAINFALL. __ _ RIP RAP ENERGY \� -_F�� - F \ \ \\ 1\ \\\ \ \ \ \ \ \\ \ \ 3. APPLY NATIVE PLANT SEEDING MIX TO AREAS MARKED BY DISSIPATOR__ �.;' I I \ \ SPECIES WILL CONSIST OF LARGE TO MEDIUM -r---� ---e e - _\ \\ \\ \ 1 \\\ I I \ I III \ \ TREES, UNDERSTORY TREES, AND SHRUBS. ANY 1 I DESIGN ENGINEER. REFER TO SHEET C-002 NATIVE PLANT 1 1 \ SEEDING MIX FOR STREAM STABILIZATION FOR SEEDING \ - P \__-�-- _�__--�_ E- --_ \ \ \ \ \� :./.:' (:'' ' • .•'..'•:•:': : •••':': . , J \ DISTURBED AREAS DURING CONSTRUCTION ACTIVITIES _� -_ - _ \ \ I 1 \ \ SHALL BE STABILIZED WITH NORTH AMERICAN I I SPECIFICATIONS. e - _ \ \ \ \ \\ \ \ l 1 1 I 4. COVER STREAM STABILIZATION AREAS WITH NORTH AMERICAN _ _�-- - _ \ \ \ 1 ' I \ \ \ \ GREEN S150BN. _ E = _ e s---� �� \`\ \ \ \ \ _ GREEN C125 BN ACCORDING TO SHEET C-900 WITHIN 24-HOURS \SCR 0 MATTING ON ALL I \I \\ \\ \\ \ \\ 11 OF SEEDING. \ \ \ \ \ I \SLOPES 3:1 OR GREATER \ \ ` \ _ _ \ � •�OapA?d✓'\-�_-� \ - \ \`\ E\�\\�`--�-e-- F �\� �` e E � E _`---- � �\��\ / � \ \ I ) � � / / :. \ \ \\ \ \\ TREES AND SHRUBS --- - / \ \ \ e --- e \ el -- \ \ \\\\ / t;•.- <{' / _ 1. TREE SELECTION TO INCLUDE THE SPECIMENS LISTED BELOW. 2. CONTRACTOR SHALL COORDINATE PLANTING WITH A \e e / -- \\ \`\�\ \ ( /,' / \ I I \ / , \ ) REPRESENTATIVE ENGINEER. REFER TO TYPICAL PLANTING SCHEME FOR GUIDANCE. \\ \ I \ \ \ \\E k'k e e // // \\� \\\\\\�\ \ \\ !'r: •_. ' \ I 1 i/ -_ 3. TREES SHOULD BE PLANTED AT A DENSITY SUFFICIENT TO (•'•' \ I I / , PROVIDE 320 TREES PER ACRE AT MATURITY. 1 MASS GRADING 7-2 2- 1 1 \ I E \ \\ \\\\\\ I /\� \�\ \\\e t k e� e / // \ \\1\ III I ) I - ( 4 SHRUBS SHOULD BE PLANTED AT A DENSITY SUFFICIENT T\\ ( \ e v E _E , I / � / I \ •• I I I / / S U S S OU SI SU ICI O \ I r \ e - / / N0 . DESCRIPTION DATE j \ \\\\\ \\-e �_ \\ ,/ I Il III ( 1 /// I �\`_ I': / _ PROVIDE1200SHRUBSPERACRE. \\ \\\\\\ \ \ \\ \ \ \\\ e // I' Ill \\\I \/ 5. CONTRACTOR SHALL COORDINATE WITH OWNER FOR _____-_- �� UTILIZATION OF ON-SITE TRANSPLANTS. 6. IN THE EVENT EXTRA PLANTS ARE NEEDED CONTRACTOR SHALL CAFto" , _- _- � �____ -^ �- ��\ �\ •: ,.•\ :.•,••:. ''• ,,�, i // / � \ SUPPLEMENT UTILIZING THE PROVIDED LIST OF SPECIES BELOW. q."�y{l•:�4�SSrij'°°•�^�'j ___-- \ \ \,� , \ \ 7. CHOOSE 10-12 SPECIES OF NATIVE TREES AND/OR SHRUBS FROM @ _ ^� \ i / / \ 1 � THE LIST BELOW. TYPICALLY THERE SHOULD BE AT LEAST THREE \ \ \ �\\ \\ � \ \ \\\ \\\\\� l _ - --_-\ J � -�\ \\ \ \ \ \\ \ \ \ \\\ / �� \ \ � \ I OR FOUR UNDERSTORY TREES FOR EVERY CANOPY co TREE TO \ I PROVIDE STRUCTURAL DIVERSITY TO THE MATURE FORESTS. ` 8. SHRUBS SHOULD BE PLANTED MORE DENSELY AT OUTER EDGE Y'�,'�(j""'°"•�V�*,�` \ // - OF RIPARIAN BUFFER TO REDUCE LIGHT PENETRATION AND p `\ \ \\ \\\ I \\\ --_ -�_�~ - __�_��_�\\��\��- \' .•' 1:: ••�'-�`___; \ \ \ II RE-COLONIZATION BY INVASIVE EXOTIC SPECIES. \\\\ \\ \\\ / \ --_---__-- � \�\\\�\\�\\\ \\ �'• ,`�-�., ': --� \ \ \ \ \ 9. LIVE STAKES SHALL BE PLANTED ON A 6'x6'TRIANGULAR SPACING CONFIDENTIAL INFORMATION- ON ALL AREAS WHERE NA GREEN C150 BN IS INSTALLED. EXEMPT FROM PUBLIC RECORDS DISCLOSURE \ \ \\ \ ` \ \ \ I MEDIUM TO LARGE TREES SELECT (2-3)�=-------- PROJECT : <\\\\\\\'\\ \\\\\\�\\\�\\\�\// \\\\\ \\ \ \\ \\ \I I I COMMON NAME SCIENTIFIC NAME \ \ \\ \ I I I SUGAR MAPLE (Acersaccharurrl \ \ \ • � �� \ �\ \ \ 1 I MOCKERNUT HICKORY (Carya tomentosa) FACEBOOK \ \\x\ \\\\��'\ \\ \ \ I I I I I I RED SPRUCE (P/cearubens) 0*4 \ \ \\ \ SYCAMORE (Plantanus occidenta/is) WHITE OAK (Quercusalba) ♦ O \\\\� \\�\\\\\\�\\ \ \\\\\\ \\\ \\ \ \ \ \\ ' I CHESNUT OAK (Quercusprinus) ♦mmmmmmq ♦♦ O \�\\\\\\ \� \\\ \\\ \\ \ \ \ \ \ \ \\ \ \ \ 1 1 I EASTERN HEMLOCK (Tsugacanadensis) \ \ \ �� ♦ ♦ \�\\ \�� \\\\ \ \\ \ \\ �\ \\\\1 1 I \� \ \ \� / / /� \ ♦ ♦ ° ° Q \\� \\ \\ \ \ \ \ 1 1\I 1 SMALL TREES SELECT 4-6 o Q \ \ \ \\ \\;\c \\\ \ \\ \ \ \ 1 COMMON NAME SCIENTIFIC NAME DATA CENTER EASTERN REDBUD (Cercis canadensis) 0 ° FLOWERING DOGWOOD (Corpus florida) SWEETBAY MAGNOLIA (Magnolia wrginiana) Q 0 BLACK WILLOW (Sa/ixnigra) °' O � DWG . TITLE : ° REPRESENTATIVE SHRUBS SELECT (4-6) STREAM PLANTING CONTOURS ✓L STREAM TOP COMMON NAME SCIENTIFIC NAME PLAN �25'13UFFER OF BANKS SILKY DOGWOOD (Corpus amomum) MOUNTAIN LAUREL (Kalmia latifolla) DOG-HOBBLE (Leucothoe fontanesiana) O MEDIUM/LARGE TREES SPICEBUSH (Lindera benzoin) JOB N 0 : 211155 so 0 25 so 100 150 FLAME AZALEA (Rhododendron calendulaceum) PINXTER FLOWER,WILD AZALEA (Rhododendron penlcIymenoides) D A T E SMALL UNDERSTORY TREES PURPLE FLOWERING RASPBERRY (Rubus odoratus) GRAPHIC SCALE I INCH = 50 FEET SILKY WILLOW (Salixsericea) S C A L E \ SHRUBS COMMON ELDERBERRY (Sambucus canadensis) DWG . N0 : YELLOWROOT (Xanthorhiza s/mplicissima) TYPICAL PLANTING SCHEME BEFORE YOU DIGI CALL 1-800-632-4949 SCALE: (NTS ) N.C. ONE-CALL CENTER 5. 1 IT'S THE LAWI xxxx AmALFATECH 97 EAST BROKAW ROAD, SUITE 300 408-487-1200 SAN JOSE, CALIFORNIA 95112 FAX: 408-436-1511 NOTE: SAN JOSE• SAN FRANCISCO THAILAND • SINGAPORE NA GREEN C125 BN SHALL BE PLACED ALONG THE SYDNEY •MELBOURNE• DUBLIN CORK• LONDON• DUBAI AT Project No. 211155 OUTSIDE OF ALL MEANDER BENDSAND ALONG BOTH NC BOARD OF EXAMINERS CORPORATE LICENSE NO. C-3631 SIDES OF THE CHANNEL IN TANGENT ARES. NA GREEN SC150 BN MATTTING FROM TOE OF CHANNEL TO 5 FEET BEYOND BANKFULL OPEN PLANTING PLACE BARE-ROOT CLOSE HOLE WITH HOLE WITH SEEDLING IN HOLE - SHOVEL OR AUGER - SHOVEL OR AUGER ROOT COLLAR AT NO AIR SPACEmc Cil I I PROPOSED CHANNEL TOE SURFACE AROUND ROOTS A SSOCIATES ENGINEERING•PLANNING•FIN ANCE 1240 19TH ST.LANE NW HICKORY,NC PH.(828)328-2024 NC BOARD OF EXAMINERS CORPORITE LICENSE NO.C1459 TRENCH MATTING TO A MINIMUM DEPTH OF 6 PROPOSED BANKFULL INCHES AND BACKFILL 2 BARE-ROOT SEEDLING PLANTING DETAIL ( N.T.S. ) BANKFULL NA GREEN SC150 BN I I NA GREEN S150 BN OUTSI — FLOW 1 EXCAVATE UPSTREAM OF BOULDERS OF BANKFULL TO TOP OF TO INCREASE DEPTH OF STEP POOL FLOODPLAIN THEN BACK FILL WITH #57 STONE NA GREEN 18" LONG AND/OR COBBLE FROM EIXSTING O O STREAM BED TO A MINIMUM DEPTH OF 1 ECOSTAKES J Lu o 0 0 0 o Lu FT. LL LL 12" NA GREEN ECOSTAKES z z m o 0 0 0 0 o m NON-WOVEN GEOTEXTILE FABRIC NOTES: TO BE USED TO FACE BOULDERS 1. USE WOOD STAKES OR ECOSTAKES (NOT METAL) AND BACKFILLED OVERTOP WITH FOR MATTING INSTALLED IN PUMP AROUNDS OR IN o 0 0 0 0 o ABOVE STONE. THE WET. BOULDERS TO BE TIED INTO BANK 2. USE OF METAL STAPLES IS ACCEPTABLE WHEN AT LEAST 1-1.5 FEET CONSTRUCTING IN THE DRY AND VEGETATION IS ESTABLISHED PRIOR TO DIVERTING WATER. SCOUR POOL SHALL1 MATTING LOCATION ( N.T.S. ) D MOENS ONS 675% OFABANK D WLTH WIDTH AND A DEPTH OF APPROX. 0.5 TO 1.0 FEET DEEP. PLACEMENT SHALL BE COORDINATED WITH DIRECTION OF DESIGN ENGINEER SQUARE CUT BUDS (FACING UPWARD) BOULDERS TO SLOPE COIR FIBER MATTING J 1-2% TO MIDDLE OF J INSTALLED PER 1 MASS GRADING 7-22- 1 1 2-3 FEET IN LENGTH U- STEP POOL LUL STANDARD SPEC. Y Y N0 . DESCRIPTION DATE LIVE CUTTING z z C 11111111iiig/ (111.1%211 DIAMETER) 0ID NORMAL DEPTH ANGLE CUT 30-45 a DEGREES III II - NOTE: SCOUR EXENFIDENTIAL MPT O EMPT FROM PUBLIC RECORDS DISCLOSURE STAKING MAY BE REQUIRED THROUGH POOL MATTING, ROCK, OR COMPACTED SOILS. PROJECT REQUIRE STARTER HOLE IF THE CASE. LIVE STAKES . II I II TOP OF BANK FACEBOOK I ' NORMAL DEPTH NORMAL DEPTH DATA CENTER I I o�o�o Qo 00 0� axD o NOTES: "'D 1. LIVE STAKES SHALL BE EVENLY SPACED 4 FEET APART. DWG . T I T L E 2. LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4 OF LIVE STAKE IS WITHIN GROUND. CHANNEL BOTTOM STREAM ENHANCEMENT 3. IF STARTER HOLE IS NEEDED, MINIMIZE AIR POCKET AS MUCH AS POSSIBLE. DETAILS 4. UTILIZE ON SITE TRANSPLANT MATERIALS MADE AVAILABLE BY THE OWNER. ONCE SOURCE OF NON-WOVEN GEOTEXTILE FABRIC TRANSPLANT MATERIAL HAS BEEN HARVESTED, UTILIZE LIVE STAKING. TO BE USED TO FACE BOULDERS AND BACKFILLED OVERTOP WITH ABOVE STONE. JOB N0 : 211155 3 LIVE STAKING - BANK STABILIZATION ( N.T.S. ) STEP POOL DETAIL ( N.T.S. ) DSCALE DWG . N0 : BEFORE YOU DIGI CALL 1-800-632-4949 N.C. ONE-CALL CENTER 5.2 IT'S THE LAW