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HomeMy WebLinkAbout20190333 Ver 1_07_Walker Branch Greenway Plans -FINAL_20190312� � � � W W _ � � W > 0 � 0 0 � � � � � � � � � � / � � � � , � 0 � � � � c� � � � � � m � � � � � � 0 � T � � 0 � � � � � � � � � � � � � N � 0 / � � J� _ � � � � � � 0 � N � 0 N � T � � � � � � � W W _ � � W > 0 � 0 � � 0 � � J T � � � N � � � � � � m � � � � � � � � � � � � � � � � � T m � � 0 � INDEX OF SHEETS COVERSHEET .............................................................................................................C-1.0 GENERALNOTES .........................................................................................................C-1.1 DETAILS.......................................................................................................C-1.2 TO C-1.5 GREENWAY BUILDING CODE SUMMARY ..........................................C-1.6 TO C-1.7 DRAINAGE SUMMARY SHEET ................................................................................C-1.8 TYPICAL SECTIONS ...................................................................................C-2.0 TO C-2.1 PLAN AND PROFILE ................................................................................C-3.1 TO C-3.10 RESURFACINGPLAN .................................................................................................C-4.1 OVERLOOK AND FUTURE CONNECTION PLAN ................................................C-5.1 TRAILHEAD AND ADA PLAN ....................................................................................C-5.2 PLANTINGPLAN .........................................................................................C-6.1 TO C-6.3 CONSTRUCTION ACCESS PLAN ............................................................................. C-7.1 PAVEMENT MARKING AND SIGNAGE PLAN ......................................................C-7.2 TRAFFIC CONTROL NOTES ......................................................................................C-7.3 TRAFFIC CONTROL PLAN .........................................................................................C-7.4 EROSION CONTROL NOTES .....................................................................................C-8.0 EROSION CONTROL PLANS ...................................................................C-8.1 TO C-8.11 EROSION CONTROL DETAILS ................................................................C-9.1 TO C-9.2 CROSS SECTIONS ..................................................................................C-10.1 TO C-10.11 STRUCTURE PLANS ...........................................................................................5-1 TO S-7 63 � G�� / o �� � /�,o ASPHALT & CONCRETE GREENWAY, DRAINAGE STRUCTURES, ASPHALT PAVEMENT, PREFABRICATED BRIDGE - r �� \ �o� 5�� < � r ���� G �� L�� � VICINITY MAP NTS cyoqrFc/ R L�1�TT ZT� C�T A. � nn� �'7G A A Begin Proiect ►J l,A.. J V V�V V—LG1S— �� O� ��� � \ END -L2C- 403+24 -LZC- \ F� BEGIN -L2C- STA: 400+00- -L2A- BEGIN -L2A- STA: 2000+19.92 \ �, / ENGINEER: Kimley-Horn and Associates, Inc. Contact: Jason Claudio-Diaz, P.E., CFM 704-954-7464 Jason.Diaz@Kimley-Horn.com SURVEY: James Mauney & Associates, P.A. 6405 Wilkinson Blvd., Suite 11 Belmont, NC 28012 Phone: (704) 987-3862 Attn: James Cameron, P.L.S. PLANS PREPARED BY: . � cQ zoi9 NC LICENSE #F-0102 200 South Tryon Street, Suite 200 Charlotte, North Carolina 28202 Phone: (704) 333-5131 0`r � � � � � PE SEAL 2/19/2018 Record Drawings 100% Construction Plans of Proposed WALKER BRANCH GREENWAY SOUTH TRYON ST TO SMITH ROAD ,� � � � ��_� � ��_ t���o �'�l �� �� � -�N � �r �, _� � ' � � l � �� � - ��� _ \ � �, _ � � U _ o � � U � � i END -L2A- STAz�2004+99.31 LOCATION MAP 1" = 300' -L1- PROJECT LENGTH = 0.57 MILES -Y1-, -L2A- TOTAL CONNECTION LENGTH = 0.12 MILES -L2B- and -L2C- RESURFACING TOTAL LENGTH = 0.46 MILES End Pr�iect ►�Z�.. 1�Vrtll.yl -L1- Plan View ................. GRAPHIC SCALES 0 Horz. Profile ............ Vert. Profile ............. 2018 STANDARD SPECIFICATIONS CHOATE CIR � — , �, � �--- —� � - � — -� . _ � � � v � � � Z D � 0 Z � m r � v y. � v � / � ,� � ` Know what's belOW. Call before you dig. Cross Section ........... 0 CONVENTIONAL SIGNS New Property Line ......................................... �— — — Maintained as R/W Line ................................ — — EgistingStructures ......................................... — — — — — — Fence................................................................ . . . SlopeStake Line ............................................. — � � F F— Permanent Greenway Easement .................. � � � Temporary Construction Easement ............. — e e e e— ExistingGreenway Easement ........................ E E E Public Drainage Easement ............................. pDE PDE PDE PDE StormDrainage Easement •����������u��������������• - SDE soE soE soE— ExistingGas Line ........................................... � � � � Existing Water Line ....................................... W W W W— ExistingSanitary Sewer ................................ — � � � SS — Sanitary Sewer R/W ....................................... � �R SanitarySewer Easement ............................... � nE Existing Underground Telecommunications — �T �T �T �T — Existing Underground Electric ..................... _ �E �E �E �E — Existing Overhead Electric ............................ _ �E �E �E �E — Existing Storm Drainage � Proposed Storm Drainage ~ ExistingTree .......................................................................................... � WM ExistingWater Meter ............................................................................. ❑ wv ExistingWater Valve ............................................................................. �a GV ExistingGas Valve ................................................................................. �a Existing Sanitary Sewer Manhole S ......................................................... Proposed Sanitary 5ewer Manhole S ....................................................... �1 ExistingStorm Drain Manhole ............................................................. � � ProposedStorm Drain Manhole ...........................................................� Existing Telephone Manhole .................................................................� Proposed Telephone Manhole ...............................................................Q ExistingElectric Manhole ..................................................................... � ProposedElectric Manhole ................................................................... � ExistingCatch Basin .............................................................................. E � ProposedCatch Basin ............................................................................ � ExistingLight Pole ................................................................................. � ProposedLight Pole ................................................................................� ExistingUtility Pole ................................................................................1� GuyWire ............................................................................................ � ProposedUtility Pole .............................................................................. '� ExistingFire Hydrant ............................................................................ � Proposed Fire Hydrant .......................................................................... � ExistingDrop Inlet .................................................................................. � � ProposedDrop Inlet ................................................................................ � AccessibleRamp ................................................................................... °o�o TreeProtection ............................................................................. �/ ProposedGuardrail ................................................................... SiltFence ..................................................................................... i� Proposed Curb & Gutter, Conc. Drive, Sidewalk ................... ProposedAsphalt Pavement ........................................................ ProposedRip Rap Ditch .............................................................. Proposed Gravel ........................................................................... >�� -' � ProposedPavement Removal ...................................................... Proposed Sidewalk Bridging Tree Roots .................................. ��� �rrrr. Sidewalk Cross Slope Transition � � � � �' ................................................ �rrrr, AsphaltMilling ............................................................................ APPROVED COUNTY Bid Set No. DATE � \O 0 � � � � M .. � 4� � � � � C.� • �� � � � � d � � W V � � � � � � � � .. a� � c� � v 4� .� O � � � � � � w � 0 z z w c� i 0 � i � � � � � � � � i � � � � i T � 3 � � � c� � � � � m � � � � � � 0 / � � � � 0 � o� L � � � � � � � � � � N � 0 i � � J� z � i � � � N N � 0 � 0 N � � � � L � � � � w � 0 z � Q � w z w c� i � � � 0 � � J T � � � � � c� � � � � m � � � � � � � � � � � � � � � L � T m a � 0 � GENERAL NOTES PROPOSED CURB ELEVATIONS: THE CONTRACTOR SHA�L SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. A MINIMUM SLOPE OF 0.50� SHALL BE MAINTAINED. THE CONTRACTOR SHA�� RETAIN EXISTING PAVEMENT, UN�ESS OTHERWISE NOTED. DRIVEWAYS AND SIDEWALKS: PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE �ROM EXPANSION JOINT TO EXPANSION JOINT. MATCH REP�ACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY: O CONCRETE - SIX INCH PORT�AND CEMENT CONCRETE (3600 PSI). o ASPHALT -(COMMERCIA�) TWO INCH SF9.5B COURSE AND �OUR INCH 119.OB INTERMEDIATE COURSE. (RESIDENTA�) TWO INCH SF9.5B COURSE AND FOUR INCH AGGREGATE BASE (ABC) COURSE. o GRAVE� - SIX INCH INCIDENTA� STONE (UN�ESS OTHERWISE NOTED ON THE P�ANS). SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS, PER CITY STD. N0. 10.22. CROSS SLOPES ON SIDEWALKS SHA�L NOT EXCEED 2.0�. RUNNING SLOPES ALONG SIDEWALKS SHA�L NOT EXCEED 5.0�, OR THE ADJACENT ROADWAY S�OPE AS MEASURED AT THE GUTTER PAN, WHICHEVER IS GREATER. A CROSS S�OPE TRANSITION PANE� MAY BE REQUIRED WHERE PROPOSED SIDEWA�K MEETS EXISTING SIDEWALK WITH A CROSS SLOPE GREATER THEN 2.0%. THE TRANSITION PANEL SHA�L NOT EXCEED 2.0� ON THE SIDE OF THE PROPOSED SIDEWA�K AND�OR RAMP, AND SHALL MATCH THE EXISTING CROSS SLOPE ON THE SIDE OF THE EXISTING SIDEWALK. DRAINAGE STRUCTURES: GRADES, E�EVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. PIPE AND BOX CULVERT LENGTHS ARE REPORTED IN THE CONSTRUCTION DOCUMENTS �ROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE, INC�UDING TRANSITIONS, HORIZONTA� AND VERTICA� BENDS. A�� PIPES SHA�� BE RCP C�ASS III, UN�ESS OTHERWISE NOTED. WEEP HOLES ARE TO BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. IF REQUIRED, WEEP HO�ES ARE TO BE CONSTRUCTED IN THE BOTTOM 3 OF THE STRUCTURE. ATTACH HARDWARE CLOTH (ALUMINUM OR GALVANIZED STEEL N0. 4 WIRE REINFORCEMENT) TO THE OUTSIDE OF THE STRUCTURE WITH HEAVY DUTY CONSTRUCTION ADHESIVE OVER THE WEEP HOLE. PLACE A POROUS FABRIC BAG FI��ED WITH ONE CUBIC �OOT 0� N0. 78M STONE AT EACH WEEP HO�E AGAINST THE HARDWARE C�OTH. THERE WI�L BE NO SEPARATE PAYMENT �OR THIS WORK. UTILITIES: UTI�ITIES ARE IL�USTRATED FOR INFORMATION PURPOSES ON�Y. THE COUNTY WI�L NOT BE HE�D RESPONSIB�E �OR THE ACCURACY OF UTILITY �OCATIONS SIZES, DEPTHS, OR FOR COMPLETENESS OF UTILITY INFORMATION. PRIOR TO CONSTRUCTION AND VIA THE COUNTY UTILITY COORDINATOR AND COUNTY INSPECTOR, THE CONTRACTOR SHA�L NOTI�Y AND MEET WITH A�L UTILITIES AFFECTED TO DETERMINE UTI�ITY �OCATIONS. THE CONTRACTOR SHALL PROTECT AL� UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR SHA�� HOLD THE COUNTY HARM�ESS FOR ANY THIRD-PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN �ORCES OR THAT 0� HIS AGENTS. ANY DAMAGES INCURRED SHA�L BE THE CONTRACTORS �INANCIAL RESPONSIBILITY. AS NEEDED, THE CONTRACTOR SHALL ADJUST�RELOCATE THE SANITARY SEWER AND WATER LINES ONLY. ALL OTHER ADJUSTMENTS�RELOCATIONS WILL BE PERFORMED BY THE VARIOUS UTILITY OWNERS. VIA THE COUNTY UTI�ITY COORDINATOR AND COUNTY INSPECTOR, THE CONTRACTOR SHA�L COORDINATE WORK WITH UTI�ITY OWNERS SO AS NOT TO ADVERSELY A��ECT THE PROJECT SCHEDULE. THE COUNTY WILL NOT BE HELD RESPONSIB�E FOR ANY DE�AYS OR DISRUPTIONS TO THE WORK SCHEDU�E OF OTHER UTI�ITY OWNERS. THE CONTRACTOR SHA�L STAY A MINIMUM 0� 5�EET AWAY FROM AL� UTILITY POLES. p AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHA�L NOTIFY THE NORTH CAROLINA ONE-CAL� UTI�ITIES �OCATION SERVICE AT 1-800-632-4949 FOR PROPER IDENTIFICATION 0� EXISTING UTILITIES WITHIN THE PROJECT SITE. o WARNING: OVERHEAD UTI�ITIES. UN�ESS OTHERWISE NOTED FOR RE�OCATION, THE CONTRACTOR IS TO WORK UNDER AL� EXISTING OVERHEAD UTI�ITIES. THE CONTRACTOR SHA�L ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER VAULTS TO �INISHED GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS SHA�L BE INSTA�LED WITHIN CONCRETE BOXES. GAS LINES WIL� BE ADJUSTED�RE�OCATED AS NEEDED BY PIEDMONT NATURAL GAS. VIA THE COUNTY UTILITY COORDINATOR AND COUNTY INSPECTOR, THE CONTRACTOR SHALL CONTACT PIEDMONT NATURA� GAS AT �EAST TWO WEEKS PRIOR TO CONSTRUCTION. EXI STI N G SAN I TARY SEWER AN D WATER LI N E: THE CONTRACTOR SHA�L USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER �INES. SHOU�D THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER �INES, HE SHALL IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE WITH DUCTILE IRON PIPE. THE CONTRACTOR SHALL REPLACE SANITARY SEWER AND�OR WATER LINE, WITH A MINIMUM TEN �OOT SECTION OF DUCTI�E IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO FEET OF SAID �INES, VERTICALLY OR HORIZONTAL�Y. SUBSURFACE PLANS: GEOTECH REPORT INCLUDED WITH PROJECT MANUAL. MAIL BOXES: THE CONTRACTOR SHA�L RE�OCATE AL� MAIL BOXES AS REQUIRED BY SECTION 107-11 OF THE NCDOT STANDARD SPECI�ICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH THE U.S. POSTAL SERVICE. FEN CES: THE CONTRACTOR SHA�� REMOVE AND RESET FENCES AS NOTED ON THE P�ANS AND�OR AS DIRECTED BY THE ENGINEER. GENERAL NOTES TREES, SHRUBS, AND HEDGES: THE CONTRACTOR SHA�L REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE �IMITS OF DISTURBANCE UNLESS SHOWN ON THE PLANS TO BE PROTECTED AND THOSE THAT FALL WITHIN THE TREE PROTECTION BARRIERS. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER OR OTHER APPROVED METHOD IN ACCORDANCE WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. PRUNING SHALL BE PER THE LATEST STANDARD OF THE LANDSCAPE CONSTRUCTION STANDARDS MANUAL (TYP.) USE P�YWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWA�K. USE C�D STD. 40.11 FOR BRIDGING TREE ROOTS. TREES SPECIFIED BY THE PLANS TO HAVE ASPHALT CURBING MUST USE CLD STD. 40.13. TREE PROTECTION SHALL BE IN ACCORDANCE WITH CLD STD. 40.02 AND WITH SECTION 1000 OF THE CITY OF CHARLOTTE �ANDSCAPE CONSTRUCTION STANDARDS. WHEN THE TREE IS CLOSE TO THE WORK AREA TREE PROTECTION CLD STD. 40.12 SHA�L BE USED. CONTRACTOR SHA�� OBTAIN APPROVA� FROM THE COUNTY PRIOR TO REMOVING ANY TREES. IN ADDITION, AL� TREES �OCATED WITHIN THE �OD THAT ARE TO REMAIN AFTER CONSTRUCTION SHALL BE INSPECTED BY THE COUNTY TO VERIFY THEY ARE SUITABLE TO REMAIN. FO�LOWING CONSTRUCTION STAKING THE PROJECT TEAM (CONTRACTOR, COUNTY INSPECTOR, COUNTY ARBORIST AND CONSULTANT, IF APP�ICABLE) WIL� HOLD AN ON-SITE MEETING TO ENSURE THE LIMITS OF DISTURBANCE AND THAT TREES PROPOSED FOR PROTECTION ARE C�EARLY IDENTIFIED. THE TEAM WIL� WALK THE PROJECT AREA AND AGREE ON THE TREES TO BE PROTECTED AND THOSE TO REMOVE, DISCUSS PROPOSED CONSTRUCTION ACTIVITIES, AND IDENTIFY ANY ADDITIONAL TREES TO PROTECT THAT WERE NOT ORIGINA��Y MARKED AS SUCH. THE CONTRACTOR WI�L BE GIVEN APPROVAL FOR TREE REMOVA�, IN WRITING, AFTER APPROPRIATE TREE PROTECTION HAS BEEN INSTALLED AND BEFORE ANY CLEARING OR REMOVA� CAN BEGIN. THERE WIL� BE NO ADDITIONA� PAYMENT FOR TREE PROTECTION INSTALLED AROUND ADDITIONA� TREES IDENTIFIED FOR PROTECTION. THE CONTRACTOR ASSUMES RESPONSIBI�ITY FOR "IN-KIND" REP�ACEMENT OF TREES DAMAGED THAT HAVE BEEN MARKED FOR PROTECTION OR NOT MARKED FOR REMOVAL. TOLERANCE: STRUCTURES INCLUDING STORM DRAIN PIPE, STORM STRUCTURES, SEWER PIPE, AND RETAINING WALLS SHALL HAVE A TOLERANCE 0� ±0.10 FEET. STRUCTURES INCLUDING RISERS, WEIRS, AND ORIFICES, SHA�� HAVE A TO�ERANCE OF ±0.05 FEET. STREAM IMPROVEMENT STRUCTURES SHALL HAVE A VERTICA� TOLERANCE OF ±0.10 FEET, AND A PLANIMETRIC TO�ERANCE OF ±0.50 FEET, SIDE SLOPES: �IMITS OF PROPOSED S�OPES ARE INDICATED IN THE P�ANS, DETAI�S AND STANDARD DRAWINGS. THE MAXIMUM S�OPE SHA�� NOT EXCEED A 3:1 (HORIZONTAL TO VERTICAL) UNLESS DESIGNATED BY THE ENGINEER. A CUT S�OPE OF 2:1 MAXIMUM WIL� BE USED ONLY AS DIRECTED BY THE ENGINEER. ACCESSIBLE RAMPS AND DEPRESSED CURB: THE CONTRACTOR SHAL� CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE CURB RAMPS AT INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS �OR ACCESSBLE CURB RAMPS DETAILS, "PROPOSED ACCESSIBI�ITY GUIDE�INES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY" (PROWAG), CONSTRUCTION PLANS 8c NCDOT STANDARD DRAWINGS. RUNNING SLOPES ALONG CURB RAMPS SHAL� NOT EXCEED 8.3�, BUT SHAL� NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. AL� PANELS OF THE RAMP MUST EQUA� THE SAME PERCENTAGE. F�ARES SHAL� BE 10.0� MAXIMUM S�OPE (WHERE APPLICAB�E), UN�ESS OTHERWISE DIRECTED BY THE ENGINEER. RAMP CROSS SLOPE SHALL NOT EXCEED 2.0�, OR THE ADJACENT ROADWAY SLOPE AS MEASURED AT THE GUTTER PAN, WHICHEVER IS GREATER. A TURNING SPACE (�ANDING) SHA�� BE PROVIDED AT A�� �OCATIONS WHERE A PEDESTRIAN MIGHT TURN TO CHANGE DIRECTION 0� TRAVE�. THE LANDING SHAL� BE A MINIMUM 0� 4 �EET BY 4�EET, UNLESS NOTED BY THE ENGINEER. TYPICA�LY �ANDING DIMENSIONS WI�� MATCH SIDEWALK WIDTH. THE LANDING SHALL NOT EXCEED 2.0� SLOPE MEASURED PERPENDICULAR TO THE ROADWAY. THE �ANDING A�SO SHA�L NOT EXCEED 2.0% OR ADJACENT ROADWAY SLOPE, WHICHEVER IS GREATER, MEASURED PARA�LE� TO THE ROADWAY. SAWCU TS: THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SUR�ACES PRIOR TO REMOVA� UN�ESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHA�� BE 1 FOOT MINIMUM �ROM THE EXISTING EDGE 0� PAVEMENT. SAW CUT PAVEMENT SHA�L BE REP�ACED AS WEL� AS ADDITIONA� PAVEMENT REQUIRED TO TIE-IN TO FACE 0� PROPOSED CURB AND GUTTER. ENVIRONMENTAL PERMITTING: 401�404 JURISDICTIONAL AREA(S) HAVE BEEN PERMITTED UNDER CHARLOTTE STORM WATER SERVICES RGP #163�GC #4100, OR APP�ICABLE PERMIT DOCUMENT. THE CONTRACTOR SHAL� FO�LOW ALL APPLICABLE PERMIT REQUIREMENTS. BY CITY ORDINANCE, THE DISCHARGE OF STORMWATER PO�LUTANTS TO THE STORM WATER SYSTEM OR WATER BODIES IS PROHIBITED. STANDARDS THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS. NCDOT STANDARDS SHALL BE USED. CHARLOTTE LAND DEVELOPMENT STANDARDS MAY BE USED IF THERE IS NOT AN APPLICABLE NCDOT STANDARD. NCDOT 2012 STANDARD DRAWINGS: STD. N0. TITLE 200.02 .................... METHOD OF CLEARING - METHOD II 300.01 .................... METHOD OF PIPE INSTALLATION 840.14 .................... CONCRETE DROP INLET 840.16 .................... DROP INLET FRAME AND GRATE CITY OF CHAR�OTTE �AND DEVE�OPMENT STANDARD DRAWINGS: STD. N0. TIT�E 10.22 10.35B 20.00A 20.00B 20.00C 20.23 20.29 20.30 PIPES 30.06A 30.11A 30.20 40.02 50.14 CONCRETE SIDEWALKS TRUNCATED DOMES PLAN AND CROSS-SECTION NCDOT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE NCDOT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE NCDOT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE RIPRAP APRONS AT PIPE OUTFALLS OTHER THAN AT SWIM OVERLAPPING STORM DRAINAGE/SANITARY SEWER EASEMENTS MINIMUM DRAINAGE EASEMENT REQUIREMENTS FOR STORM DRAIN TEMPORARY SILT FENCE STABILIZED CONSTRUCTION ENTRANCE EMBANKMENT MATTING DETAIL TREE PROTECTION DETAIL PIANO-STYLE CROSSWALK BASE DATA EXISTING CONDITIONS TAKEN �ROM A SURVEY DATED 07-19-2018 OF GROUND SURVEYS BY JAMES MAUNEY 8c ASSOCIATES, P.A. AL� COORDINATES BASED ON NAD 83 AND NAVD 88. ABBREVIATIONS ABAND ............................ABANDONED A.D .................................A�GEBRAIC DIFFERENCE ASPH .............................. ASPH A�T APPROX ..........................APPROXIMATELY B�C .................................BACK OF CURB BIT ...................................BITUMINOUS BM ...................................BENCH MARK BRG .................................BEARING CB ...................................CATCH BASIN C8cG ................................CURB AND GUTTER CL ...................................C�EARANCE C�� FENCE .....................CHAIN LINK FENCE CMP ................................CORRUGATED MTL PIPE CONC ..............................CONCRETE CONST .............................CONSTRUCTION DB ...................................DEED BOOK DCB ................................DOUBLE CB DI ....................................DROP IN�ET DIA ..................................DIAMETER DW ...................................DRIVEWAY DIM ..................................DIMENSION E ......................................EAST�EASTING EA ...................................EACH ELEV ................................ E�EVATI ON EOP .................................EDGE OF PAVEMENT ESMT ...............................EASEMENT EXIST ...............................EXISTING ��C .................................�ACE 0� CURB �ES ..................................FLARED END SECTION �H ...................................FIRE HYDRANT FOC .................................FIBER OPTIC CAB�E GV ...................................GAS VALVE HORIZ ..............................HORIZONTA� INT ..................................INTERSECTION INV ..................................INVERT IP ....................................IRON PIN SET � ...................................... LEN GTH �F ....................................�INEAR FOOTAGE LT .................................... LEFT Ib....................................POUND �P ...................................LIGHT POLE MAX .................................MAXIMUM MIN ..................................MINIMUM MONO ..............................MONO�ITHIC mph ................................MILES PER HOUR MTL .................................METAL N .....................................NORTH/NORTHING NTS ..........................NOT TO SCALE O�H ..........................OVER HEAD OC ............................ON CENTER PAVT ........................PAVEMENT PC ............................POINT OF CURVATURE PERM ........................PERMANENT PG ............................PAGE PI .............................POINT OF INT PK ............................PK NAI� SET PP ............................POWER POLE PROP ........................PROPOSED SSE ..........................PERM SW ESMT PGE ..........................PERM GW ESMT PL ...........................POINT 0� TANGENCY PVI ...........................POINT OF VERT INT SUE ..........................PERM UTILITY ESMT r ...............................RADIUS RT ..............................RIGHT RCP ..........................REINFORCED CONC PIPE RELOC ......................RE�OCATE SSR ..........................SEWER RIGHT OF WAY R�W ..........................RIGHT 0� WAY 5 ............................... SOU TH SD ............................STORM DRAIN SF ............................SQUARE �OOT S�R FENCE ..............SPLIT RAIL �ENCE SS ............................SANITARY SEWER STA .......................... STATI ON STD ..........................STANDARD SW ............................SIDEWALK TAN ..........................TANGENT TCE ...........................TEMP CONST ESMT TEMP ........................TEMPORARY TP ............................TRAVERSE POINT T/W ..........................TEST WIRE TYP ..........................TYPICAL U�G ..........................UNDER GROUND VC ............................VERTICAL CURVE VERT .........................VERTICA� W .............................. WEST W� ............................ WI TH WM ...........................WATER METER W VAULT ..................WATER VAULT WV ...........................WATER VA�VE 60p ..........................SIXTY PENNY NAIL SET ' ...............................FOOT ................................INCH THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES. INC. Know what's belOw. Call before you dig. MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 '� � � � � � a � c� a � � � 0 N �O O O N a� � � � � �•�•I �^ N � � � � N ^ ��v r/� � �� � r"' � � � o E� ^� � � �� z � � 0 � 0 0 � �� o � N z 0 �- a, � c> � w c� � w F- ¢ c� 0 z `���u��n��i.. .,`����'��••CaR��i �'-. � 20�:��ESS/�•.�y9:; : Q '1'9! : _ :4 SEAL ; = = � 035665 : - - • . = . , 9d, : F,y tp�•� �Q : -, oy •• .c � ��..•• o ,- ., •......• �0•,�. �'��.�FE CIA�� �,.. ''������������``� 0 � w o -� z ¢ � N � Q � 0 0 M z N � � o 0 � V � � � � � � � W w �� �� � � F� � W � w � z �� �- m 2 Q � W Q � w x U �- oa N �w � � C� ¢ a w � a. rn N F � ¢ o Q N �- oa Ca o � � o a. a, d � w � 0 � � w � w V O � � � � � J Q � W � � � U � � � N N � � C � � � � � O U � T � 3 � � � L C� � � c 0 L m L � � >� > � � 0 / � � � � � U � L � � � � � U `� G � � N � O / � � � J S U / Y � O � N � O � O N � T L � � L � � �L � J Q � W � N � U �-% � O T O J T O � C N N L (� � U � O L m L N � O � +� � � � N N � � O C (� O � � L � T m a � � � 0 � THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES. INC. � � � � J Q � w 0 i � � i � � � � � � � � � � � � � � � � 3 � � � L � � � � � m L � � � � � � 0 / � � � � 0 � �, � � � � � � � � � � N � 0 � � � � � z U / � � � � N N � 0 � 0 N � � L � � L � � � � J Q � w 0 � i � � 0 � � J T � � � � � � � � � � m � 0 � � � � � � � � � � � � � L � T m a � 0 � 1/8" GENERAL NOTES: BACK OF WALK � a a a , a ° a aa � da a a � a a ao, a a 0 a , 4�� g a° "° a� a < �, aa a� a aa , oa d � c ° o a a a a d � � a < a a a o a a GROOVE JOINT IN SIDEWALK 1/8" RADIUS 4" �f 1/2" TRANSVERSE EXPANSION JOINT IN SIDEWALK 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT INTERVALS OF NOT MORE THAN 45' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT. 4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS. 5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS. 6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH. PLANTING � STRIP � � 1 /8" TO 1 /4" ,,���� � � ILLER w � � H o� C� � �� 1/2" EXPANSION JOINT EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS: WIDTH RISE CROSS-SLOPE 4' 4" 1.56% 5' 1" 1.67% 6' 1-$" 1.56% 8' 1-2" 1.56% 1.50°/a (2.00% MAX.) � ° d� � � PROPOSED CURB & GUTTER ` PROPOSED 4" CONCRETE SIDEWALK DETAILS SHOWING EXPANSION JOINTS IN CONCRETE SIDEWALK CONCRETE SIDEWALKS O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O � � � � � � � � � � � � � 0 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � O O O O O O O O O O O O O O O O O O O O O O O � � � � � � � � � � � � � � � � � � � � � � � O O O O O O O O O O O O O O O O O O O O O O O 0.65" H � � O CV 4'-0" MIN. WIDTH COVERED WITH DETECTABLE WARNING MAT (MATCH WIDTH OF TRAIL/RAMP) TRUNCATED DOME PLAN VIEW NOTES: 1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETROFIT MATS WILL ONLY BE ALLOWED ON EXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE. RESURFACING). 2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT LESS THAN THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP. 3. DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL. 4. DETECTABLE WARNING AREA CAN BE PLACED SQUARE WHERE USED IN A CURB RADIUS. 5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED PERPENDICULAR TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE WARNING SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5 PERCENT, DOME ORIENTATION IS LESS CRITICAL. 6. DECTECTABLE WARNING AREA SHALL CONTRAST VISUALLY WITH ADJACENT GUTTER, STREET OR HIGHWAY, OR PEDESTRIAN ACCESS ROUTE SURFACE; EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. ON THE TRYON STREET MALL, FRENCH GRAY IS TO BE USED. 7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE MINIMUM 8000 PSI CONCRETE WITH A 2-INCH MINIMUM THICKNESS, SET ON A THIN-SET MORTAR ON TOP OF 4" THICK 3600 PSI CONCRETE BASE. 8. MATS ARE TO BE RIGID WITH TURNED-DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD. 9. DIMENSIONS PER NCDOT 848.06 TRUNCATED DOMES .---• � �� � �� . . ,,; * n'-r� . � . .��f� q� 4 �F� i ` � � � � �, r`.+.�.!',� � � ""�� ��. � � ' 1 ■ ' rf`' ��"i�' y.ta�G. 4'-0" FLOW LINE e q a. � �7„ i'-5% _ s% I NOT TO SCALE ACCESSIBLE RAMP SECTIONS 2'-0" VALLEY GUTTER ACCESSIBLE RAMP SECTIONS 2'-0" VALLEY GUTTER 10.33B THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES. INC. O O O O O O O O (1.6" TO 2.4") � � � — � I I � � O O O O - - - - TRUNCATED DOME SPACING EXP. JOINT 00� °° I °° I EXP. JOINT SIDEWALK �,� i i �Y W W W W W W W W PLANTING STRIP -*���' W W W i� � W W W W �Y •---• � �� • •• . . � i �'-f w;._ +1 � q .c4 t ., � ; � 1 1 1 ' � �=:�s1 � ���i�� . , . . � �� = _;�= *; . .y:,�.��,, ACCESSIBLE RAMP STANDARD 2'-0" VALLEY GUTTER ACCESSIBLE RAMP STANDARD 2'-0" VALLEY GUTTER 10.33A CONTINUE JOINT AT / I� -�I� 4�-�» �I��-� BACK OF GUTTER BACK OF WALK BACK OF GUTTER (VARIABLE SLOPE NOT TO EXCEED 12:1) FLOWLINE a . ' . a .e � a . . • d . . . - , � d �. . . . • v: � � .a� .. e . . d ' . �I . � . ♦' " d. �' . . ' . ' . ' �'d �I . I' � •Q . . 2'-3�> 4,_0�, 2�_3>� SECTION THROUGH FLOWLINE EXISTING WALK 1/4" PER FOOT ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1 �%� . .. . . � � . d � . N • � , •.Q � � ,�� � . a � e. � , .. . . Q.• • . a� �. . � ' • . . ' Q � d ° '. �: . . . , . d a' ° .. .' �' T. d . � ' a �' .. . . . . . d � e . . . � . r � T , , , 4'-0" TYPICAL RAMP � SECTION 50%-65% OF BASE DIAMETER 0 0.2° 0.9"-1.4" TRUNCATED DOME SECTION PLAN VIEW—PARALLEL RAMP WITH PLANTING STRIP DIMENSIONS AT BACK OF GUT�ER PLAN VIEW—DIAGONAL RAMP WITH PLANTING STRIP i�:z.��rs.»<<n�:� BACK OF GUTTER -GUTfER LIP � FLOWLINE N OTE: TRUNCATED DOMES COLORED PER STD. N0. 10.356 BACK OF WALK FRONT OF WALK BACK OF GUTTER '�GUTTER LIP FLOWLINE TRUNCATED DOMES COLORED PER STD. N0. 10.356 SLOPE "A" 12:1 SLOPE "B" 1 /4"/FT NOT TO SCALE Know what's belOw. Call before you dig. MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 �� � 0 N L� o O N � .� � � f� � � N ,� � ao a� � � N � /�,'� � � L� � ��Z � � o a� a � � �� � ,y i"i O � � a � � a �� Z �U 0 � 0 0 � - O � N z 0 �- a � � � w ca � �a w � � c� 0 z �����������,,,, .,`����'��••CaR��i �'-. ; ao::o��ss,o•.:y9:; :� 'y9i = : 4 SEAL � : - _ . • _ = ; 035665 : - - . . = 9d, : F,y tp�•� �Q : -, oy •• .c � ��..•• o ,- �� �••••••• `0�,�� �'��.�FE CIA�� �,.. '���,����������`' 0 � � � � O -� � �w N F Z � Q � � �¢ N � o a U N � 0� 0. t�D � N � � Q � o � a � � o a � � � �� � � � � � � � Ww W x� A �� � � �, M W �. M 1� � � o �p � 3 � � � Q � w � � � / � � � � � � � � / � � 0 c� / a � � � � � L c� � � � � m � � � � � � � 0 / � � � � O � � L � � � � � � � � � � N � 0 / � � d JI z c� � � a O 0 � N N � 0 N N N T L 6 � � � � � � Q � w 0 � C� � � 0 a 0 � T 0 � � � � C� � � � 0 m � � � � � � � � � � � � � � � � L � � � m � � 0 � DETAIL 1 SPECIAL 'V' DITCH ( Not to Scale) Front � oC Ditch Ground � r ���a'�e� Slope D � d Type of Liner= PSRM Min. D= 1.0 Ft. Max d= 0.5 Ft. FROM -L1- STA. 102+48 TO STA. 101+47 LT FROM -L1- STA. 102+73 TO STA. 105+18 LT FROM -L1- STA. 109+48 TO STA. 111+72 LT 4X4 POST, 6' TOTAL HEIGHT, TYP. N OTES: 1. ALL WOOD TO BE N0. 2 SOUTHERN YELLOW PINE, SEE SPECIFICATIONS. 2. ALL 2X4 12.5GA FARM MESH TO BE GALVANIZED. SEE SPECIFICATIONS. 3. ALL FENCE AND GATE HARDWARE TO BE GALVANIZED. SEE SPECIFICATIONS. 4. ALL NAILS AND STAPLES TO BE GALVANIZED. SEE SPECIFICATIONS 6. SLOPE TOP OF CONCRETE FOOTING AWAY FROM POST. FRONT � OF FENCE 4X4 POST WITH SAWCUT TOP, 30' ANGLE, TYP. BACK OF FENCE 1X4 FACE BOARD OVER 2X6 JOINTS, TYP. 2X4 12.5 GAUGE GALVANIZED WIRE MESH, TYP. WHERE INDICATED 2X6 RAIL, TYP. DITCH DETAILS SET TOP OF FOOTING BELOW GRADE, TYP. 3000 PSI CONCRETE. DRY PACKED SACK MIX IS NOT PERMITTED. z Q J d � i w a u J I��—���� NATURAL GRADE NUTE: MINIMUM H=2/3 PIPE DIAMETER RIPRAP APRON AT PIPE OUTFALLS THICKNESS)=10" MIN. � ELEVATION N /. „ i� ii 1X4 FACE BOARD OVER 2X6 JOINTS, TYP. � 2X6 RAILING, TYP. � % SET TOP OF FOOTING BELOW GRADE, TYP. 3000 PSI CONCRETE. DRY PACKED SACK MIX IS NOT PERMITTED. . Ii �t I I— l i i i i i— l i i u � —I I I—I I I—) I I—I I I I I—I I I—I I I—I I I—I I � � ��-1 I 1-1 I 1-1 � 1.- m 0 � � a c� X Q � � iD � � � m m z c� r N � _ � � �� � mZ v C� � O v ro r� � � H Z � � O � 8.0' TYP 2X4 12.5 GAUGE GALVANIZED WIRE MESH, TYP. /` ' � _ ,. I � I ,I � /�--------- � � � � V EXIST. PIPE � I � �--------- SIDE ELEVATION GENERAL NOTES: USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE PIPE CULVERTS AT LOCATIONS SHOWN ON PLANS OR AS DIRECTED BY THE EN�INEER. THIS INCLUDES EXTENDING EXISTING PIPES WITH PIPES OF DIFFERENT MATERIALS. CONSTRUCT THE PIPE COLLAR WITH CLASS "B" OR BETTER CONCRETE. OBSERVE ALL REQUIREMENTS OF SECTION 840 OF THE STANDAflD SPECIFICATIONS. * USE 12 INCH DIAMETER VALUES FOR PIPE DIAMETERS LESS THAN 12 INCH. D E F CU. YD. 12" 12" 12" 0.3528 15" 12" 12" 0.3990 18" 12" 12" 0.4465 24" 12" 12" 0.5526 30" 12" 12" 0.6560 36" 12" 12" 0.7640 42" 12" 12" 0.8856 48" 12" 12" 1.0126 54" 18" 18" 2.5793 60" 18" 18" 2.8506 66" 18" 18" 3.1307 72" 18" 18" 3.4176 PIPE COLLAR z o� �} ¢Q H��U L�J�i-rZ �0i/i= H U Q O = a � N � cAH�O� z��°� ��H a � � � � 0 � :� Z I�I Q Q °C J � J � O � v 0 �a � N a _ N H J C'3 Z w 840.72 Know what's belOw. CaII before you dig. THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES. INC. W = (PER PLAN) FES OR HEADWALL ELEVATION SECTION B-B i � a c� X a � _ � 2„ 12" FARMFENCE v v "' �� � �' z 7o�Op r0�'I�fn h-�Z �_� =�Zym _ � � � z ,_., � � -n n=�°z ' DyD �� � O � Z w 840.72 MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 �4 "� a� � � � � a c c� a � � � 0 c� �O O O N a� � Z � �N � � � � � N �� � U a� � Z � � o a� � �� � � � O F� ^" a �, Z � � 0 � O 0 ��� o � N z O F- a x � � w Q � w F- ¢ Q 0 z �,,,.������,,,, ,��,•�`��. CA Rp� �•,,�� S ♦ . �' � ••' ''•. : : 0 : QE s �p .'d' . ; Z:�o y,�•'� - : e 4 SEAL � ; = = ; 035665 � = : 9J,'. �'y t�Q ���Q : ''. p' .6 �.: . ?� ' ••• � ...•• ;pp .`' ��'��.�FF �CLA���,,.�`�. � H W O -� Z d � � � Q � O O � z N � � O O � � �� � h+l � �Z Ww �� �� � � � � w � w � z �� � � 2 Q � w a U w x U >- oa N �w � � (� � a w � Cti. � 0 N w F- � d o Q N >- oa C] o � � o a a d � � � N W A o � W = (PER PLAN) � � � � J Q � W � � � U � � � N N � � � � � � � � O U � � � 3 � � � L � � U � � L m L � � >� > � � � / � � � � � U � L � � � � � �i � � � � N � O / � � � J Z U / � � � � r� N � O � O N � T L � � L � � �L � J Q � W � � � U +� � O T O J T O � C N N L (� � U � O L m L N � O � +� � � � N N � � O C (� O � � L � T m a � � � 0 � THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES. INC. � � � � J Q � w 0 I � c� i � � � � � � � � � � � � c� / T � 3 � � � c� � � � 0 m � � 0 � � � 0 � � � � 0 U � � � � � � � � � � � N � 0 / � � � � z � � � � � � � N � 0 � 0 N � T L � � � � � � � Q � � � � w 0 0 c� C� z 0 � � m � Q � z w w � c� � i � � 0 T 0 � T 0 � c � � c� � � � a m � 0 � � � � � � � 0 c � � � � � T m a � 0 � 2012 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (Includes: New Construction, Upfits, Renovations, Additions) (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES� (Reproduce the following data on the building plans sheet 1 or 2) a. Project Information —(Required information for all projects) Name of Project: Walker Branch Greenway�South Trvon to Smith Road. Address: 14501 River ate Parkwa Charlotte NC Proposed Use: Greenway Owner/Authorized Agent: Brian Bennett Phone #: (980) 314 — 2539 E-Mail: Brian.Bennett(a�,mecklenbur cg ountync.gov Owned By: � City/County ❑ Private Code Enforcement Jurisdiction: ❑ City ❑ County Zip Code 28273 ❑ State ❑ State b. Project Summary/ Alternative Means of Compliance —(Required information for all projects) Building description: Greenwav Scope of work details: (If phased construction, please see plan submittal guidelines for submittal requirements.) 3000 LF (0.6 miles) of new egr enway construction, 75 LF of one (1) nrefabricated steel pedestrian bridge, 170 LF of one (1) Y-line nei�hborhood connection, 480 LF of one (11 L2A-line connection, and two (2) overlooks. Does this project have air rights, easements, an assumed or deeded property line, no build easements or other circumstances similar to the aforementioned? Yes No X If yes, please provide a copy of the official documents. Renovation projects onl� If you are using Chapter 34 (3412- Existing buildings) in the NCSBC or NFPA 101 as an alternative for Code compliance please schedule a preliminary review before submitting�your project for review. Notes for Plans Examiner and Inspectors: Please reproduce the evaluation form on the plans. If applicable to vour proiect: Alternative Means of Compliance/Engineering Judgement: http://charmeck.org/mecklenbur /cg ounty/CodeEnforcement/Pages/codeinterpretation.aspx (Approval needed from the Code Administrator is required before submitting) Check if a�plicable to vour project: ❑ Industrial equipment with declaration document attached. [See www.Meckpermit.com (Electrical Services)] http://charmeck.org/mecklenbur /county/CodeEnforcement/ElectricaUDocuments/IndustrialMachiner�pdf ❑ RTAP (Revisions to approved plans.)[See www.Meckpermit.com (Commercial Plan Review Services)] http://charmeck.or�/mecklenbur /c�y/CodeEnforcement/P1anReview/Pa�es/RevisionstoApprovedPlansProcess.aspx c. Design Professional Information —(Required Information for all Projects) LEAD DESIGN PROFESSIONAL: _Kimley-Horn and Associates,lnc._(Kimley-Horn) DESIGNER FIRM NAME LICENSE # TELEPHONE # E-MAIL INCLUDE EXT. Architectural (_) Civil _ Kimley-Horn Jason Diaz 035665 (704) 954-7464 jason.diazna,kimley-horn.com Electrical ( ) Fire Alarm (_) Plumbing (_) Mechanical (_) Sprinkler-Standpipe (_) Structural _ Kimlev-Horn Nick Williamson 044851 (803 40� nick.williamson(a�kimlev-horn.com Retaining Walls >5' High (Below) (_) Other Kimlev-Horn Nathan Tidd 1748 (704) 319-5686 nathan.tidd(a�kimley-horn.com Landscape Architecture d. Type of work being performed —(Required Information for all Projects) What type of work is being performed? � New Construction: (A project from the site work through the completion of work required for tenant occupancy) This includes Shell buildings. ❑ Addition: (An Existing Building that is adding heated or unheated space. This could be an addition to the footprint or a vertical expansion) http://ecodes.biz/ecodes_support/free_resources/2012NorthCarolina/Building/PDFs/Chapter%202%20- %20Definitions.pdf ❑ Upfit: (First Time Interior Completion) (Upfit — the first time interior completion of a virgin (never occupied) shell space in a newly constructed building. The applicant must provide a copy of the approved shell) ❑ Alteration: (Previously Occupied Space) This includes Change of Use. http://ecodes. biz/ecodes_support/free_resources/2012N orthCarol ina/Bui 1 ding/PD Fs/Chapter%202 %20-%20Definitions.pdf e. Code Information- NCSBC -- (If using the REHAB code please go to section f.) Building Code: � 2012 North Carolina State Building Code (NCSBC) ❑ 2012 Chapter 34 (attach sununary per section b) ❑ 1995 Existing Building Code Vol. 9 New Building: Existing Building: Year of construction ❑ New building ❑ Shell building ❑ First time interior completion (upfit) ❑ Addition ❑ Change of use/occupancy ❑ Building/tenant space interior completion (Alteration / Renovation) Previous use Alteration/Renovations projects: Please see 34ll NCSBC for compliance for Accessibility for Existing Buildings. A letter from the designer will be required to be reproduced on the plans to verify how compliance will be achieved. This can be placed on the plans after the Appendix B. http://charmeck.orp/mecklenbur /cg ounty/CodeEnforcement/P1anReview/Documents/Section%203409%20Compliance.pdf Last Revision 2/04/2018 Institutional ❑ I-1 ❑ I-2 ❑ I-3 ❑ I-4 I-3 Condition ❑ 1 ❑ 2 ❑ 3 ❑ 4 ❑ 5 Mercantile ❑ M Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 Storage ❑ S-1 Moderate ❑ S-2 Low ❑ High-piled ❑ Parking Garage ❑ Open ❑ Enclosed ❑ Repair Garage Utility and Miscellaneous ❑ U Incidental Uses: If applicable- areas with additional requirements (Table 508.2.5): ❑ Furnace room where any piece of equipment is over 400,000 Btu per hour input ❑ Rooms with boilers where the largest piece of equipment is over 15 psi and 10 horsepower ❑ Refrigerant machine room ❑ Hydrogen cutoff rooms, not classified as Group H ❑ Incinerator rooms ❑ Paint shops, not classified as Group H, located in occupancies other than Group F ❑ Laboratories and vocational shops, not classified as Group H. located in a Group E or I-2 occupancy ❑ Laundry rooms over 100 square feet ❑ Group I-3 cells equipped with padded surfaces ❑ Group I-2 waste and linen collection rooms ❑ Waste and linen collection rooms over 100 square feet ❑ Stationary storage battery systems having a liquid electrolyte capacity of more than 50 gallons, or a lithium-ion capacity of 1,000 pounds used for facility standby power, emergency power or uninterrupted power supplies ❑ Rooms containing fire pumps ❑ Group I-2 storage rooms over 100 square feet ❑ Group I-2 commercial kitchens ❑ Group I-2 laundries equal to or less than 100 square feet ❑ Group I-2 rooms or spaces that contain fuel-fired heating equipment Special Uses: IfApplicable ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 407 ❑ 408 ❑ 409 ❑ 410 ❑ 411❑ 412 ❑413 ❑414 ❑415 ❑416 ❑417 ❑418 ❑419 ❑420 ❑421 ❑422 ❑423❑424 ❑ 425 ❑ 426 ❑ 427 Special Provisions: If Applicable ❑ 509.2 ❑ 509.3 ❑ 509.4 ❑ 509.5 ❑ 509.6 ❑ 509.7 ❑ 509.8 ❑ 509.9 Mixed Occupancy/Use: (506.5) If Applicable ❑ No ❑ Yes Separation: Hr. Exception: ❑ Incidental Use Separation: (508.2.5) This separation is not exempt as a Non-Separated Use (see exceptions). ❑ Non-Separated Use (508.3) The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building. ❑ Separated Use: (508.4) - See below for area calculations For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1. If a�plicable to this project please provide a key_plan with all occupancies identified with square foota� Actual Area of Occupanc� + Actual Area of Occupanc� � 1 Allowable Area of Occupancy A Allowable Area of Occupancy B — + + < 1.00 STORY NO. DESCRIPTION �A� �B� �C� �D� �E� �F� AND USE BLDG AREA TABLE SO35 AREA FOR AREA FOR ALLOWABLE MAXIMUM PERSTORY AREA FRONTAGE SPRINKLER AREA OR BUILDING �ACTUAL� INCREASE� INCREASEZ UNLIMITED3 AREA4 Last Revision 2/04/2018 Last Revision 2/04/2018 ------- ------- ------- ------- ' Frontage area increases from Section 506.2 are computed thus: a. Perimeter which fronts a public way or open space having 20 feet minimum width = (F) b. Total Building Perimeter = (P) c. Ratio (F/P) _ (F/P) d. W= Minimum width of public way = (W) e. Percent of frontage increase If= 100 [ F/P - 0.25] x W/30 = (%) � The sprinkler increase per Section 506.3 is as follows: a. Multi-story building IS = 200 percent b. Single story building IS = 300 percent 3 Unlimited area applicable under conditions of Section 507. 4 Maximum Building Area = total number of stories in the building x E(506.4). 5 The maximum area of open parking garages must comply with Table 406.3.5. The maximum area of air traffic control towers must comply with Table 412.1.2. i. Allowable Height (Chapter 5) —(Required for Additions, New Construction) ALLOWABLE INCREASE FOR SPRINKLERS SHOWN ON PLANS CODE TnBLE 503 REFERENCE Type of Construction Type Type Building Height in Feet Feet = H+ 20' _ Building Height in Stories Stories + 1= j. Fire Protection Requirements (Chapter 7) -- (Required Information for all projects) Please check our Plan Submittal Guidelines if a Life Safety Plan is required for your project. http://charmeck.orp/mecklenbur /countv/CodeEnforcement/Publications/Documents/ps�uide.pdf BUILDING ELEMENT FIRE RATING DETAIL # DESIGN # DESIGN # FOR DESIGN # SEPARATION REQ'D PROVIDED AND FOR RATED FOR DISTANCE (W/ * SHEET # RATED PENETRATION RATED �FEET� REDUCTION) ASSEMBLY JOINTS Structural Frame, including columns, girders, trusses Bearing Walls (see section k. (601 - 602) if rated Exterior North East west South Interior Nonbearing Walls and Partitions- (see section k.(601 - 602) if rated) Exterior walls North East West South Last Revision 2/04/2018 f. REHAB Code (E�sting Building Code) http://charmeck.org/mecklenbur /co�unty/CodeEnforcement/PlanReview/Pages/NCRehabCode.aspx ❑ 2009 NC REHAB CODE Information: Scope of work / work area must be listed and delineated on the plans. Check all that apply: ❑ Repair ❑ Renovation ❑ Alteration ❑ Reconstruction ❑ Change of use ❑ Addition ❑ Last known legal occupancy use Historic Property: Yes ❑ No ❑ Original Building Construction Date: Date of Preliminary Meeting Justifications for using the REHAB code: Reviewers Notes for Field Inspector: g. Basic Suilding Data -- (Required information for all projects) Construction T}�pe: (Table 601) ❑ I-A ❑ II-A ❑ III-A ❑ IV ❑ V-A (check all that apply) ❑ I-B ❑ II-B ❑ III-B ❑ V-B Sprinklers: (Chapter 9) ❑ No ❑ Partial ❑ Yes ❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D Standpipes: (Section 905) ❑ No ❑ Yes Class ❑ I ❑ II ❑ III ❑ Wet ❑ Dry Fire District: http://charmeck.arg/city/charlotte/Fire/Pages/default.aspx ❑ No ❑ Yes (Primary) Flood Hazard Area: (Appendix G) ❑ No ❑ Yes Building Height: (feet) (Table 503) Gross Building Area: FLOOR EXIST[NG (SQ FT� NEW (SQ FT� SUB-TOTAL 6`h Floor S�h Floor 4�h Floor 3`d Floor 2°a Floor Mezzanine 1 sr Floor Basement roTai. h. Allowable Area / Occupancy Classification —(Required information for all projects) Occupancy: (Chapter 3) Assembly (303) ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 Business (304) ❑ B Educational (305) ❑ E Factory (306) ❑ F-1 Moderate ❑ F-2 Low Hazardous (307) ❑ H-1 Detonate ❑ H-2 Deflagrate ❑ H-3 Combust ❑ H-4 Health ❑ H-5 HPM Institutional (308) ❑ I-1 ❑ I-2 ❑ I-3 ❑ I-4 I-3 Condition ❑ 1 ❑ 2 ❑ 3 ❑ 4 ❑ 5 Mercantile (309) ❑ M Residential (310) ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 Storage (311) ❑ S-1 Moderate ❑ S-2 Low ❑ High-piled ❑ Parking Garage ❑ Open ❑ Enclosed ❑ Repair Garage Utility and Miscellaneous (312) ❑ U Accessory Occupancies :(508) If Applicable Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 Business ❑ B Educational ❑ E Factory ❑ F-1 Moderate ❑ F-2 Low Hazardous ❑ H-1 Detonate ❑ H-2 Deflagrate ❑ H-3 Combust ❑ H-4 Health ❑ H-5 HPM Last Revision 2/04/2018 Interior walls and artitions Floor Construction Including supporting beams and �oists Roof Construction Including supporting beams and �oists Shaft Endosures - Exit Shaft Enclosures - Other Corridor Se aration Occu anc Se aration Part /Fire Wall Se aration Smoke Barrier Se aration Tenant Se aration Incidental Use SeparaYion * Indicate section number permitting reduction k, Percentage of Wall Opening Calculations —(New Construction, Addition and Change of Use) (Table 705.8) FIRE SEPARATION DISTANCE DEGREE OF OPENINGS ALLOWABLE AREA ACTUAL SHOWN ON PLANS � FEET� FROM PROPERTY PROTECTION �%� �%� LINES �TABLE %OS.R) http://ecodes.biz/ecodes_support/free_resources/2012NorthCarol ina/Buildin,g/PDFs/Chapter%207%20- %20Fire%20and%20 Smoke%20Protecti on%20Features.pdf 1. Wall Legends —(Required for all Projects) CHECK IF THE FOLLOWING ARE PRESENT AND INDICATED BY A WALL LEGEND ON ALL PLANS ❑ Fire Walls 706 ❑ Fire Barriers 707 ❑ Shaft Enclosure 708 ❑ Fire Partitions 709 ❑ Smoke Barriers 710 ❑ Smoke Partitions 711 ❑ No rated walls are present http://ecodes. biz/ecodes_su�port/free_resources/2012NorthCarolina/Building/PDFs/Chapter%207%20- %20Fire%20and%20 Smoke%20Protecti on%20Features.pdf m. Life Safety Systems (Existing or new systems) -- (Required for all Projects) Emergency Lighting: (S 1006) ❑ No ❑ Yes Exit Signs: (51011) ❑ No ❑ Yes Fire Alarm: (S907, NFPA 72-07) ❑ No ❑ Yes Smoke Detection Systems: (S907) ❑ No ❑ Yes ❑ Partial Panic Hardware: (51008.1.10) ❑ No ❑ Yes Life safety systems generator:(52702.2) ❑ No ❑ Yes n. Life Safety Plan check list for compliance -- (Required for all projects) Check items that are applicable to your project ❑ Fire and/or smoke rated wall locations (Chapter 7) ❑ Assumed and real property line locations Last Revision 2/04/2018 THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES. INC. Know what's belOw. Call before you dig. MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 '� a� � � � � a C � a � � � 0 N �� O � � �� � � �� ■� � z 0 F- a � c> � w ca � w F- ¢ ca O z �- � 2 Q � W Q � w x U `���u��n��iii .,`����'��••CaR��i �'-. ; ao::o��ss,o•.:y9:; :� 'y9i _ : 4 SEAL � : _ = ; 035665 : : . ; � � 9d, : F,y tp�•� �Q : -, oy •• .c � ��..•• o ,- ., •......• �0�,�. �'��.�FE CIA�� �,.. ��������i�n��`�� 0 � w O -� z ¢ � N � Q �A O O M z N � � o 0 � � � � � h+� � Wr, � h� � � � � � � � F-' � W � w � z �� >- oa N �w � � C� ¢ a w � a. 0 0 N a� � � �•�•I �^ N 00 � � N � � U a� � Z % � � � �� � � o � ~ � � z �� 0 � O 0 O N rn O N F � ¢ o Q N >- oa Ca o � � o a. a, d � � � A p� � � �M � h�l � � � � � I/ ^ �A I� O � � V O � � � � � J Q � w � I � C� i � N N � � � � � � � � � c� / T � 3 � � � c� � � c 0 L m � � 0 � � � 0 / � � � O � � L � � � � � � � � � � N � 0 / � � � � z � � � � � � � N � 0 � 0 N � T � � � � � � � Q � � � � w 0 0 c� c� z 0 � � m � Q � z w w � c� � I � � 0 � 0 � T 0 � � � � � � � � 0 m � 0 � � � � � � � 0 � � 0 � � � T m a � 0 � ❑ Exterior wall opening area with respect to distance to assumed property lines (705.8) ❑ Existing structures within 30' of the proposed building ❑ Occupancy types for each area as it relates to occupant load calculation (Table 1004.1.1) ❑ Occupant loads for each area ❑ Exit access travel distances (1016) ❑ Common path of travel distances (10143 & 1028.8) ❑ Dead end lengths (1018.4) ❑ Clear exit widths for each exit door ❑ Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.1) ❑ Actual occupant load for each exit door ❑ A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separation ❑ Location of doors with panic hardware (1008.1.10) ❑ Location of doors with delayed egress locks and the amount of delay (1008.1.9.7) ❑ Location of doors with electromagnetic egress locks (1008.1.9.8) ❑ Location of doors equipped with hold-open devices ❑ Location of emergency escape windows (1029) ❑ The square footage of each fire area (902) ❑ The square footage of each smoke compartment (407.4) ❑ Note any code exceptions or table notes that may have been utilized regarding the items above o. Exit Requirements—(Required for all Projects) NUMBER AND ARRANGEMENT OF EXITS (TABLE 1021.1 FLOOR� ROOM OR MINIMUMZ TRAVEL DISTANCE ARRANGEMENT MEANS OF SPACE NUMBER OF EXITS EGRESS�'� SECTION IOIS.i DESIGNATION� REQUIRED SHOWN ALLOWABLE TRAVEL ACTUAL REQUIRED ACTUAL TIOZ1.1 ON PLANS � SINGLE EXIT 1021.2) DISTANCE �TABLE IO16.1� TRAVEL DISTANCE DISTANCE DISTANCE BETWEEN SHOWN ON SHOWN ON EXIT DOORS PLANS PLANS ' Corridor dead ends (Section 1018.4) z Buildings with single e�ts (Table 1021.2), Spaces with one means of egress (Table 1015.1) 3 Common Path of Travel (Section 10143) OCCUPANT LOAD AND EXIT WIDTH (TABLF ; 1004.1.1 USE GROUP �a) (b) (1004.1.1) (c) EXIT WIDTH �lri�Z,3,a,s,6 OR SPACE DESCRIPTION� AREA1 AREA� CALCULATED EGRESS WIDTH REQUIRED WIDTH ACTUAL WIDTH S(]. R. PER OCCUPANT pER OCCUPANT �SECTION IOOS.1� SHOWN ON PLANS OCCUPANT LOAD (a=b) (SECTiorr 1005.1) (a=b) x c STAIIt LEVEL STAIR LEVEL STAIIt LEVEL 03 0.2 Last Revision 2/04/2018 OCCUPANCY MALE FEMALE MALE FEMALE SHOWERS� FOUNTAINS USE GROUP TUBS AND/OR SPACE DESIGNATION Total Required Total Provided u. Special Approvals (If applicable to your project) Special approvaL• (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, ICC, etc., describe below) ' See Table 1004.1.1 to deternune whether net or gross area is applicable. See definition "Area, Gross" and "Area, Net" (Section 1002) 2 Minimum stairway width (Section 1009.1); min. corridor width (Section 1018.2); min. door width (Section 1008.1.1) 3 Minimum width of exit passageway (Section 1023.2) 4 See Section 1004.5 for converging exits. 5 The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section 1005.1) 6 Assembly occupancies (Section 1028) ' Spaces within occupancies or use groups shall be calculated independently. (Ex. Lobbies, lounges, break rooms, conference rooms.) p. Accessible Dwelling Units and sleeping units -- (Only for R-1, R-2 occupancy) ACCESSIBLE DWELLING UNITS (1107) TOTAL ACCESSIBLE ACCESSIBLE TYPE A TYPE A TYPE B TYPE B TOTAL UNITS UNITS UNITS UNITS UNITS UNITS UNITS ACCESSIBLE UNITS REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED PROVIDED q. Accessible Parking—(Projects that are New Construction, Additions, Change of Use) ( 1106) LOT OR PARKING TOTAL # OF PARKING SPACES # OF ACCESSIBLE SPACES PROVIDED TOTAL # AREA REQUIRED PROVIDED REGULAR WITH VAN SPACES WITH ACCESSIBLE S� ACCESS 132" ACCESS H� ACCESS PROVIDED AISLE AISLE AISLE TOTAL r. Structural Design —(Primarily for New Construction, Additions and Change of Use) If adding dead loads or live loads to the building structural system information in any project will be required. This information may be located on the structural sheets. The structural sheet must be in the same format as noted in this section. If it is on the structural sheets, please indicate here. (Located on Structural Sheet Number : Yes No ) DESIGN LOADS: Importance Factors: (ASCE/SEI 7-OS- 11.5) Wind Snow Seismic Live Loads: Roof: (1603.1.2, 1607.11, 1611) psf Floor: (1603.1.1, 1607.10, T 1607.10) psf Live load Reductions: (1603.1.1, 1607.9,) psf Ground Snow Load: (1608.2) psf Wind Load: Basic Wind Speed: (1609.3) mph (ASCE-7) Exposure Category (1609.4) Wind Base Shears (for MWFRS)(Engineer Cal's) Vx = Vy =_ Last Revision 2/04/2018 Description of assembly: U-Value of total assembly: R-Value of insulation: Openings (windows or doors with glazing) U-Value of assembly: _ Solar heat gain coefficient: _ projection factor: _ Door R-Values: Walls below grade (each assembly) Description of assembly: U-Value of total assembly: R-Value of insulation: Floors over unconditioned space (each assembly) Description of assembly: U-Value of total assembly: R-Value of insulation: Floors slab on grade Description of assembly: _ U-Value of total assembly: _ R-Value of insularion: Horizontal/vertical requirement: slab heated: v. Energy Summary (New Construction, Additions, Change of use and upfits) BUILDING ENVELOPE: ENERGY REQUIREMENTS: The following data shall be considered minimum and any special ath-ibute required to meet the North Carolina Energy Conservation Code sha11 also be provided. Each Designer shall furnish the required portions of the project information for the plan data sheet. If performance method, state the annual energy cost for the standard reference design vs annual energy cost for the proposed design. Climate Zone: (North Carolina Energy Conservation Code NCECC 301.1) � 3 ❑ 4 ❑ 5 http: //ecodes. biz/ecodes_support/free_resources/2012NorthCarol ina/Energzy/PDFs/Chapter%203 %20- %20General %20Requirements.pdf Method of Compliance: ❑ Prescriptive (NCECC) ❑ Performance (NCECC or Com Check) Report must be reproduced on drawings ❑ Prescriptive (ASHRAE 90.1) ❑ Performance (ASHRAE 90.1) THERMAL ENVELOPE: (NCECC Chapter 4 and or 5) Roof/ceiling Assembly (each assembly) Description of assembly: U-Value of total assembly: R-Value of insulation: Skylights in each assembly: U-Value of skylight: total square footage of skylights in each assembly: E�erior Walls (each assembly) Last Revision 2/04/2018 MECHANICAL SUMMARY (NCECC 503) This information may be located on the mechanical sheets. The mechanical sheet must be in the same format as noted in this section. If it is on the mechanical sheets, please indicate here. (Located on Mechanical Sheet Number : Yes No ) MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT Thermal Zone winter dry bulb: summer dry bulb: Interior design conditions winter dry bulb: _ summer dry bulb: _ relative humidity: Building heating load: Building cooling load: Mechanical Spacing Conditioning System Unitary description of unit: heating efficiency: cooling efficiency: size category of unit: Boiler Size category. If oversized, state reason.: Chiller Last Revision 2/04/2018 SEISMIC DESIGN CATEGORY: (1613.1, 1613.5.6) ❑ A ❑ B ❑ C ❑ D Provide the following Seismic Design Parameters: Occupancy Category: (Table 1604.5) ❑ I ❑ II ❑ III ❑ IV Spectral Response Acceleration: (Engineer cal's) Ss %g S1 %g Site Classification (Table 1613.5.2) ❑ A ❑ B ❑ C ❑ D ❑ E ❑ F Data Source: ❑ Field Test ❑ Presumptive ❑ Historical Data Basic structural system (check one) ❑ Bearing Wall ❑ Dual w/Special Moment Frame ❑ Building Frame ❑ Dual w/Intermediate R/C or Special Steel ❑ Moment Frame ❑ Inverted Pendulum Seismic base shear: (Engineer Cal's) Vx = Vv = Analysis Procedure: ❑ Simplified ❑ Equivalent Lateral Force ❑ Dynamic Architectural, Mechanical, Components anchored? ❑ Yes ❑ No LATERAL DESIGN CONTROL: Earthquake ❑ Wind ❑ SOIL BEARING CAPACITIES: Field Test (provide copy of test report as a reference document) _ Presumptive Bearing capacity psf Pile size, type, and capacity SPECIAL INSPECTIONS REQUIRED: ❑ Yes ❑ No psf s. Special Inspections -- (If applicable to your project) http://charmeck.or�/mecklenbur�/county/CodeE nforcement/Forms/Documents/SI %20Scope.pdf SCHEDULE OF SPECIAL INSPECTIONS �No special inspections required for this project ❑ Special inspections required The following sheets comprise the required schedule of Special Inspections for this project. The construction divisions which require special inspections for this project are as follows: ❑ IT-1 Verification of Soils ❑ IT-10 Inspection of Structural Steel Fabricators ❑ IT-2 Excavation and Fill ❑ IT-11 Structural Masonry ❑ IT-3 Piling and Drilling Piers ❑ IT-12 Welding ❑ IT-4 Modular Retaining Walls ❑ IT-13 High Strength Bolts & Steel Framing Insp. ❑ IT-5 Reinforced Concrete ❑ IT-14 Sprayed Fire-Resistance Materials ❑ IT-6 Post Tension Slab ❑ IT-15 Exterior Insulation and Finish system ❑ IT-7 Pre-cast Concrete Erection ❑ IT-16 Seismic Resistance ❑ IT-8 Pre-stressed Concrete ❑ IT-17 Smoke Control ❑ IT-9 Inspection of Pre-Cast Fabricators ❑ IT-18 Wood ❑ IT-19 Special Cases Check the above boxes for the special inspection required for this project and list below specific special inspections required under Chapter 17. For questions regarding Special Inspections please see www.Meck-SI.com. t. Plumbing Fixtures Requirements (New Construction, Additions, Upfits, Alterations and Change of Use or if increasing occupant load) http://ecodes. biz/ecodes_su�port/free_resources/2012NorthCarolina/Buildin�/PDFs/Chapter%2029%20- %20Plumbin °/g o20S, st��df (TABLE 2902.1) WATERCLOSETS URINALS LAVATORIES DRINHING Last Revision 2/04/2018 Size category. If oversized, state reason.: List equipment efficiencies: ELECTRICAL SUMMARY (NCECC 505) This information may be located on the electrical sheets. The electrical sheet must be in the same format as noted in this section. If it is on the electrical sheets, please indicate here. (Located on Electrical Sheet Number : Yes No ) ELECTRICAL SYSTEM AND EQUIPMENT Method of Compliance: Energy Code: ❑ Prescriptive ❑ Performance ASHRAE 90.1: ❑ Prescriptive ❑ Performance Lighting schedule (each fixture type) lamp type required in fixture number of lamps in fixture ballast type used in the fixture number of ballasts in fixture total wattage per fixture total interior wattage specified vs. allowed (whole building or space by space) total exterior wattage specified vs. allowed Additional Prescriptive Compliance ❑ 506.2.1 More Efficient Mechanical Equipment ❑ 506.2.2 Reduced Lighting Power Density ❑ 506.2.3 Energy Recovery Ventilation Systems ❑ 506.2.4 Higher Efficiency Service Water Heating ❑ 506.2.5 On-Site Supply of Renewable Energy ❑ 506.2.6 Automatic Daylighting Control Systems Last Revision 2/04/2018 THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES. INC. Know what's belOw. Call before you dig. MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 '� � � � � � a � c� a � � � 0 N L� o O N a� � � � �•�•I �^ N � � � � N ^ ��v a� � Z � � O � � �� � ,��, �"i O E� ^� � � �� z � � 0 � 0 0 � - O � N z 0 F- a � c> � w ca � w F- ¢ ca O z `���u��n��iii .,`����'��••CaR��i �'-. ; ao::o��ss,o•.:y9:; :� 'y9i = : 4 SEAL � : - _ . • _ = ; 035665 : - � . . � : 9J, : F,j, �t`�.� �Q�; '-, oy••.c�� .. o , ., •......• �0�,�. �'��.�FE CIA�� �,.. ��������i�n��`�� 0 � w O -� Z ¢ � N � Q � O O M z N � � o 0 � � �� � h+� � W � W � � � � � � � F� � W � w � z �� �- m 2 Q � W Q � w x U >- oa N �w � � C� ¢ a w � a. rn N F � ¢ o Q N >- oa Ca o � � o x a. a, d V � � A p� M��I � �M � h�l � � � � � � � �A W � F� v V O � MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 � 3 a � w w z � � � Q � � � � w � Q z Q � 0 � � C� / � � � � � � � � � � � � � � � � � � � � c� � � � � m � � 0 � � � 0 � � � � O c� � � � � � � U N � � � N � 0 i � � � JI z � i � � 0 � N � 0 � 0 N � � L 0 � � � � � w w z � � � Q � � � � w c� Q z Q � 0 � I U � � 0 � 0 � T 0 � c � � c� � � � 0 m � 0 � � � � � � � � � � � � � L � T m a � 0 � COMPUTED BY: GMS DATE: 1 2/1 412 01 8 CHECKED BY: JCD oATE: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for projectconstruction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". LIST OF PIPES, END WALLS, ETC. (FOR PIPES 48 INCHES � UNDER) ENDWALLS W a w m o o ABBREVIATIONS u� c9 y � m- � w � W Q� O�p v� Z G STATION Z p � � � SIDE DRAIN PIPE C.S. PIPE R.C. PIPE R.C. PIPE Z Z � z� � J N M FRAME, �� � � � � a w W � (RCP, CSP, CAAP, HDPE, or PVC) CL�uSS III CLASS IV � � � ��� �� � GRATES, �� o N� O° � B _ � � pb �, �, STD.838.01 � u, J J w w v~i �� u~i ~�* AND HOOD � � o"' � CATC p � � W W v c o OR ,,,� "- o z Q � � v cn N N.D.I. F � � W ~ ~ O o o ¢ �¢ STANDARD � � ti� N o O° w w o H W ~ F p w w J � � STD.838.11 Z ar 840.03 � �o N N N o��� � '=i °�° cn � cn F- > > v� c� c� U N L E S S �� o o� y u� a o v� D. I . ,� v z z Q Q ( a o o v v � c„ � a � � o z z NOTED o o �°° o 0 0� a a� � z � G.D.IDN.S. N a O V FT. � 0�0 (n � � � H � 2 2 M � N N N N .?! �' J.B. pW OTHERWISE) LIN. v o o� y��� �- � ) O a � N N O � Q F � � � � F H O W N N N N � m S I Z E � 1 2" 1 5" 1 8" 2 4" 3 0" 3 6" 4 2" 4 8" a a� a 1 2" 1 5" 1 8" 2 4" 3 0" 3 6" 4 2" 4 8" 1 2" 1 5" 1 8" 2 4" 3 0" 3 6" 4 2" 4 8" 5 4" 6 0" 1 2" 1 5" 1 8" 2 4" 3 0" 3 6" 4 2" 4 8" v� � � w W C U. Y A R D S � i u� N Q c n °° °' ����� o . . . . m J M. H. D R O P � c`".� �_ �>> a a � A B o �� m������ o � v~i v~i y f~/) w c� T.B.D.I. INLET v"'i c"'i� y N �? > > z z � � o o a Z� N N�� a a Z 3 3���� a � THICKNESS a a z � o v TYPE OF � N o a a_ _ w w�� o a � T g � g DROP > > > > W U U � Z m G � �" Q O O cn tn cn �n �2 O O d d 0 � d d � a OO � � � 00 r2 J J J J J J J I N LET OR GAUGE o o z z ����� � o o � "' "' � � U Q = � v a m m c c c o� � r O ao w a w w w�� z z v v v v o� o� o� os � a a w w ci vi Q � z z � � � o c� � o o • • v v � U � W = Q> N GRATE � U �� Z°" a a �n v� N� w w w w w w O GRAT � ~ O O o 0 0 0 0 o V G C Q W � _ � Q � F � � � Z Z F � l n t ri c A t n c A l q p G G 0 0 Q-' d' a' tq (q H lA ti - - - - - - U U I� 1i I� 1i W �r, � w o o m m � ¢ - - a � � � � � � m = - - - - - - � p REMARKS � � � �Y a ui � a ti E F G o c� o c o c� c� c� c� t� c� �� �°r �°r c�.� o N c� 104+43 L1 13 LT 01 580.00 0.441 01 02 578.10 577.95 25 104+43 L1 13 RT 02 579.91 0.441 106+80 L1 18 LT 03 578.98 1.285 03 04 576.23 576.07 62 Dual Pipe 106+89 L1 13 RT 04 578.82 1.285 111+74 L1 15 LT 05 577.38 1 1 05 06 574.27 574.14 27 111+75 L1 13 RT 06 576.08 0.441 114+59 L1 13 LT 07 575.79 4.032 07 08 572.87 572.75 25 114+57 L1 13 RT 08 577.66 4.032 118+07 L1 13 LT 09 576.35 0.441 09 10 574.41 574.29 25 118+12 L1 13 RT 10 576.22 0.441 120+63 L1 28 LT 11 574.83 0.5526 11 12 572.46 572.00 25 120+64 L1 13 RT 12 574.75 1.008 122+92 L1 13 LT 13 574.31 0.441 13 14 572.37 572.25 25 122+94 L1 12 RT 14 574.19 0.441 124+33 L1 13 LT 15 574.41 1.008 15 16 571.66 571.53 25 124+Zg L1 12 RT 16 574.28 1.008 102+40 L1 20 LT 17 581.23 0.441 17 18 579.29 579.18 18 102+21 L1 20 RT 18 581.12 0.441 SHEETTOTALS 27 0 0 93 0 112 0 0 0 25 0 17.63 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0.5526 Know what's belOw. Call before you dig. THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES. INC. '� � i� G� � � a � c� a � � � 0 N � O O � � � � � �� ■� � z 0 0. � � � W ca � w E- ¢ ca O z �- m 2 Q � W Q � w x U `���u��n��iii ,,���,•���..CA Rp�; ,���' : a°� o��ss�°y'y'� : . 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REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES. INC. � � � 0 � m � � � � � � � 0 / T � c � 0 c� � � � � � � � � � � � r� N � 0 / � � � � z c� / � E Q � � � N N � 0 N N N T � 0 � � � � � � z 0 � � w � � Q � � � � N � � � 0 � 0 � T 0 � � � � � c� � � � 0 � m � � � 0 � � � � � � � � � 0 � c� 0 � � � � � >, m � � � � 0 � � � � � m � � � � � � 0 / T � � 0 U � � � � � � � � � � � � N � 0 � � � J _ � i � � Q N � � 0 � 0 N � T 0 � � � � w � � 0 � � 0 z Q z Q � � � � � � 0 � � � T � � � � � � � � � m � � � � � � � � � � � � � � � � � � � T m � � 0 � � .rn� c+u w �r� ■�n� � w n ��e+� ��� w r+�ui+ i , � � ` �� 3� � \��-� � \ -�� �� - - � � � - � � ` ----_ \ �� � � � � -_ \ � __ , _ � , - 7 V� � � \� ,o � , \ 1�, / ; . \, S4° � < E�D CONSTRUCTIC�N -L2B• STA:320+97.7� EMO EXIS ' �p TING TR� _ � PROPOSED 1 D' SM EL � USE TRA/L ( L A ; SEE SHEET C-3.1 ` � - �� T- / / � � / NOTE TO CONTRACTOR CONTRACTOR TO ENSURE 5' MINIMUM TRAIL SHOULDER WHEN PLACING STORM PIPES 592 IS DOCUMENT, TOGETHER WI 588 584 580 576 572 568 565 99+65 AN � 100+00 N, AS AN INSTRUM 100+50 IS I NLY 101+00 101+50 102+00 -L1- PROFILE Hor. Scale:1 "=20' Vert. Scale: 1 "=4' AND CLIENT FOR WHICH IT WA USE OF AND IMPROPER RELIAN WI 102+50 ITTEN AU 103+00 103+50 _ N � � U <'� � � I— W �- , W 1 � _). � �-- �^ �+J 0 104 � �l- O � �c � C� _ LLI Z _ J _ f— � GRAPHIC SCALE IN FEET 0 10 20 40 -L1- CURVE 1 -L1- CURVE 2 -L1- CURVE 3 I STA. =100+60.08 P I STA. =102+34.72 P I STA. =102+88. 0=89°40'22" 0=55° 17'04" 0=25°42'25" L=70.43' L=79.63' L=26.92' T=44.74' T=43.22' T=13.69' R-a� nn' R=R� ��� R-Fn nn� 592 588 584 580 576 572 568 565 104+00 Know what's below. Call before you dig. AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 �� � 0 N Lo 0 O � N � .� � �Q � r„^ N "� � �i y N � �+ �, cC � � V � � z � � � o� � A� � � o � �V `� H �. a � Z �V 0 � 0 0 � �� o � N 0 �- a � � � W � �- � � � 0 0 z `�����u�iu�iii ,�`'��(N �ARo����'�. :'�oQ:•oFEss"�o�'�'; � �. = ;'�� s� � : - ' ' 035665 � = =9�F �.'��: : � ••. ti� ��. , ;,,oy . ,, i.N,, oo ,; �'��,�FE CLA���,��'�� '���„���������`' � °' o O � � Q N � Z � Q � � ¢ N � O Q a C.� N � a a � � � Q o Q � O � a � � � a ¢ � w � ~ Z � � � O � � � � �w A � � � � a � � � � � a a � ~ �. M � M � �O � U � � � 0 m L � � a � � � O T � � � 0 U � � � c � � � � � � � N � 0 i � � J _ � � � � � � � � � 0 � 0 N � T � � � � � w J � 0 � � 0 z Q z Q � � I N r� I � � � 0 � � J T � � � � � � � � � � m � � � � � � � � � � � � � � � L � T m a � 0 � - �-� � � � �� � � , �- - � � � 1/ � � � ' ��� � � Q � + � � 0 � ��' � � � �� �� , j S � � �' N � _ � �� � / � � `� � , JAMES W. ORAM AND w� 1 WIFE, NANCY C. ORAM � I�1 DB 6886. 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REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES. INC. � � � � � � � � � � � � � c � � � � � � � m � / 0 Q c� � � � � � � � � � � W � � � � � 0 � c � � � � � 0 m � � � � � � 0 / � c 0 U � Q � � � � � � � � N � 0 � � � � JI _ � i � � 0 � � N � 0 � 0 N N N L 0 � � � � z Q � � C� z � z Q � � C� � 0 T 0 � T 0 � � � � � C� � � � m � � 0 � � � � � � 0 � 0 � � � T m � O � \ \ ss � \ � �� \� � � ���` � �/ F�-��� ' _ � �� - � � / , � , . � �� �, ; �� ���� � � ��� , ���- \ � _ \� ,�� �'��� ��� � � ss �, � � � , �' O � � � ` ' � � � � � CN� � E�� , � � v `� - � . �� _ _ � - - � ��, '�' • , � , � i S � � .� g � `� - - � i � ��� , � � � � � �� G� , � ND � �� -- , �� , � A� � . A ��,, Ss, � �� � � � . � � � � , � � � \ �, - �- /� _ -- � 2� _ _ � � � � �� � � �-� �- � � �� � �� � � � ��� � �' ss � � �� � ` � F � �. 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PG 668 \\ � ;..,� � � - � - � _ - � � _ �/ � / DB 6742, PG 247 _ i � --� - - -�- - - - - - ' �- -- -- ' i , _ Sl� 7.1931;+ ,0.895 ADDITfONAL ACRES OF SWIM BUFFER AREA, - RNERGATE. MAP 3., � ..� \ ' .. ��� - � - - _- � _ '-' -- - J - S CREEK PHASE I - ' � � � - - -' - - '- - � - - - - - - �p � � � MB 46, PG 907 � ,. � - - � / �- GOMMON OPEN SPACE� WALKER , _� � � - � � `` - -- - '"` - - C �" � ��� � � � -- - -_�- -- � � i �3�j , ___ � / � - - _ � - _ �- - - -- � ��_. MB 24� PG 443 i � � / � - _ � � - - � �� � - - - / #12500 bUNSMORE FOREST LANE ' - �-- ----- �- � � - -- - -- - � - � , , � � i � � _ s - ` - � _ �- _ - TA�PARCEL #219-151-99 - , , � � -� �� �i/` � �-� _� � -- � , -- - - - -- R �C ��� TAX PARCEL j�219-061-19 �� . � \ � / � � � -� � � � - - 30FIED: R-3 �--� --� . � ,. J �-\ _i _/� \ -- � ` - - -- - - - - - - - - ZONE�: CC ��i _ -��' � � � i \ - _ _ � - -- l - \ � � -- �' '_ �� - _ - - - - _ _ _ „ - \ � - -� _ _ _ , ✓ '.. - � ��� , � � � � i � �� _ _ , � - -- - - � � � / .. � � ... ... .0 . � . � .. .._ .___ . _ .. - . . � f . ____. �� ' . ._. - . .- . _ __ " - .. GRAPHIC SCALE IN FEET 0 10 20 40 NOTE TO CONTRACTOR CONTRACTOR IS RESPONSIBLE FOR ANY SOIL AMENDMENTS AS MAY BE NECESSARY OR REQUIRED BY LOCAL JURISDICTION AND TO ENSURE THE HEALTH AND PROPER GROWTH OF ALL PLANT MATERIAL. LAN DSCAPE NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE PLANT LIST. 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL TREES MUST BE GUYED OR STAKED. 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 8. CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS. 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN UNTIL FINAL ACCEPTANCE , CERTIFICATE OF OCCUPANCY, OR A MOWABLE STAND OF GRASS IS ACHIEVED, WHICHEVER IS LAST. 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED OF ONE YEAR BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE GUARANTEE PERIOD. 11. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 12. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" (MOST CURRENT EDITION) REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 13. MULCH MUST BE INSTALLED BY THE CONTRACTOR AND MAINTAINED BY THE OWNER AROUND THE BASES OF ALL TREES AND SHRUBS FOR A MINIMUM FIVE (5) YEARS FOLLOWING PLANTING AT A MINIMUM DEPTH OF TWO (2) INCHES. 14. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD. 15. CANOPY TREES MAY NOT BE PLANTED WHERE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES EXIST. IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL THE OWNER TO RESOLVE BEFORE PLANTING. 16. ALL PROPOSED TREES WITHIN SIGHT TRIANGLES AND ALONG ROADWAYS TO BE LIMBED UP TO CLEAR SIGHT OBSTRUCTION. 17. ALL DISTURBED AREAS TO BE SEEDED WITH A GRASS SPECIES THAT MATCHES THE ADJACENT GRASS OR FULLY LANDSCAPED. 18. FOR DISTURBED AREAS WITH SLOPES 3:1 OR GREATER, SOIL WILL BE STABILIZED WITH MATTING OR OTHER APPROVED STABILIZATION METHOD UNTIL PERMANENT VEGETATION IS ESTABLISHED. ONLY 100% BIODEGRADABLE MATERIAL WILL BE USED. 19. IT IS RECOMMENDED THAT CHEMICAL FERTILIZERS AND PESTICIDES NOT BE USED IN THE BUFFER DUE TO THE RISK OF STORMWATER POLLUTION. INSTEAD, COMPOST OR ORGANIC MATTER SHOULD BE INCORPORATED INTO THE SOIL, WHICH WILL PROVIDE SUFFICIENT NUTRIENTS FOR ADEQUATE PLANT GROWTH. INVASIVE SPECIES SHOULD BE REMOVED BY HAND CLEARING INSTEAD OF USING PESTICIDES. 20. PLANTINGS SHOULD OCCUR AT THE APPROPRIATE TIME OF YEAR TO PROMOTE SURVIVABILITY. IN MECKLENBURG COUNTY, THIS IS TYPICALLY FROM NOVEMBER THROUGH EARLY MARCH. 21. ALL TREES AND SHRUBS MUST BE MAINTAINED IN PERPETUITY AND REPLACED AS NECESSARY TO ENSURE THAT THE ORIGINAL PLANTING DENSITY IS MAI NTAI NED. 22. THE USE OF TREE SHELTERS IS STRONGLY RECOMMENDED TO PROTECT AGAINST DEER GRAZING AND MOWER DAMAGE. 23. EROSION WITHIN THE BUFFER IS STRICTLY PROHIBITED. IF MULCH IS NOT SUFFICIENT TO PREVENT EROSION, A VEGETATIVE GROUND COVER IS REQUIRED. 24. LIVE STAKES ARE NOT ALLOWED FOR PLANTING. 25. FOLLOWING THE COMPLETE INSTALLATION OF THE APPROVED WATER QUALITY BUFFER REVEGATATION PLAN, A FINAL INSPECTION AND WRITTEN APPROVAL MUST BE MADE BY CHARLOTTE-MECKLENBURG STORMWATER SERVES. CALL (702) 432-5571 TO SCHEDULE A FINAL INSPECTION. 26. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO MAINTAIN THE REVEGETATED SITE AND REPAIR, PROTECT, AND ADD ADDITIONAL CONTROLS TO PROTECT THE BUFFER AS NECESSARY AT THEIR SOLE EXPENSE. NOTE TO CONTRACTOR CONTRACTOR TO VERIFY PLANT PLACEMENT WITH OWNER PRIOR TO INSTALLATION. NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. PRUNE ALL TREES IN ACCORDANCE WITHANSI A-300. 1/4" = 1'-0" SEGTION / PLAN MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK O TRUNK/ROOT BALL TO BE CENTERED AND TREE STABILIZATION AND \ PLUMB/LEVEL IN PLANTING PIT. FERTILIZATION SYSTEM 1 O 6" DIA. CLEAR OF MULCH AT TRUNK FLARE. O3" MINIMUM MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL BE 6' DIAMETER (MIN.) OR AS DIRECTED BY OWNER'S REPRESENTATIVE. O4" HIGH BERM, FIRMLY COMPACTED. OFINISHED GRADE. (SEE GRADING PLAN) OTOP OF ROOTBALL MIN. 1"ABOVE FINISHED GRADE. O7 PREPARED PLANTING SOIL AS SPECIFIED. O$ ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOILTO PREVENT SETTLING. ROOTBALLS SMALLERTHAN 24" IN DIAMETER MAY SIT ON COMPACTED EARTH. OUNDISTURBED NATIVE SOIL. 'I O SCARIFY BOTTOM AND SIDES OF PLANTING PIT. DETAIL-RLE PLANT SCHEDULE TREES CODE QTY COMMON NAME • CA 7 American Hombeam • CC 8 Eastern Redbud 0 o,,00eao, e = o CC2 10 Flowering Dogwood . o 0 �e°°0000000m • HT 6 Carolina Silverbell • QP 6 Willow Oak BOTANICAL NAME Carpinus caroliniana Cercis canadensis METHOD CAL F.G., B& B 2" CAL. F.G., B& B 1.5" MIN CAL. Cornus florida �Cherokee Daybreak� F.G., B& B 1.5" MIN CAL. 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PG 884-886 �� � `� � \ \ -_ _- DB 26 62 PG 837 TAX PARCEL #219-323-94 � - � \ �\ �\ � \ \ , , �,� < ,, _ _ - � - � , - �, _- � - ' - - - - o�� °�o � ^ \ � � -��,, - � �i- � � - `- i� '� - - --- - GR€ENWAY.' WALKfRS CREEK - - - __ _ °°oaoo 12420 HAMILTQN ROAQ , - -_ � , �. � ._ \ � � _-- _ _ _ ` � ; ^ __ - � --� - � - - -_� � - - - GREfNWAiPARCEt H - , _ _ _ - - - _ �\ ��- �� �� � i -� \ # _� � � � . -.� \_ � �\-,� i -� _ ., , - ' _ _, , ___���_- --_ -- _ -- -�_ --- - - , - ZONED: R-3 j l� � � � , � � �� �� � - � � .,, � T� __ � - ,-_ - � �� � � ` - - - - MB-52. PG 669" - - ' __ - ' ; � \ � � � � `. � ' -� � = _� = � � '- `� �;�' `, - -' � - '� ^ � - - -05 - _ i - - � � � -. !,� Il�l � TAX PARCEL #219 051 �� - - \ 7 1 � � � - � � \ ` \� \ � ` � � _ ! _- � � J ^ _ #14532 SMITH ROAD _ _ � � � � � � � � � � _ � � � \ � - � f� - - � � �� �� - � '- �� ��-, � . I � -=-�ONE6: R-3 � � �- � ,� _ �- � ! ,� �� - � � � _ �; � � � � � RA�1 H � � �� < � �� � �� � � � � � � _ \ � ` � , \ � � _ '�-!, _ - ' -' -� \ . � � � �-� � � �� , � � � � � � � �-- � -�-- �-'' V I-, - `- - _ �_ � -� , � I �-� �"' � � -� -`- -� ��_ _ .-� ti � � i / -- � _ - - -- � / � � � � , - � _ �, � � -- - � _ � __ _ �- � ��L ���� _ _ _ - \ � _ - - - . _ _ GRAPHIC SCALE IN FEET 0 10 20 40 NOTE TO CONTRACTOR CONTRACTOR IS RESPONSIBLE FOR ANY SOIL AMENDMENTS AS MAY BE NECESSARY OR REQUIRED BY LOCAL JURISDICTION AND TO ENSURE THE HEALTH AND PROPER GROWTH OF ALL PLANT MATERIAL. LANDSCAPE NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE PLANT LIST. 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL TREES MUST BE GUYED OR STAKED. 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 8. CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS. 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN UNTIL FINAL ACCEPTANCE , CERTIFICATE OF OCCUPANCY, OR A MOWABLE STAND OF GRASS IS ACHIEVED, WHICHEVER IS LAST. 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED OF ONE YEAR BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE GUARANTEE PERIOD. 11. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 12. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" (MOST CURRENT EDITION) REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 13. MULCH MUST BE INSTALLED BY THE CONTRACTOR AND MAINTAINED BY THE OWNER AROUND THE BASES OF ALL TREES AND SHRUBS FOR A MINIMUM FIVE (5) YEARS FOLLOWING PLANTING AT A MINIMUM DEPTH OF TWO (2) INCHES. 14. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD. 15. CANOPY TREES MAY NOT BE PLANTED WHERE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES EXIST. IF TREES CONFLICT WITH POWER LINES OR BEFORE PLANTING. 16. ALL PROPOSED TREES WITHIN SIGHT TRIANGLES AND ALONG ROADWAYS TO BE LIMBED UP TO CLEAR SIGHT OBSTRUCTION. 17. ALL DISTURBED AREAS TO BE SEEDED WITH A GRASS SPECIES THAT MATCHES THE ADJACENT GRASS OR FULLY LANDSCAPED. 18. FOR DISTURBED AREAS WITH SLOPES 3:1 OR GREATER, SOIL WILL BE STABILIZED WITH MATTING OR OTHER APPROVED STABILIZATION METHOD UNTIL PERMANENT VEGETATION IS ESTABLISHED. ONLY 100% BIODEGRADABLE MATERIAL WILL BE USED. 19. IT IS RECOMMENDED THAT CHEMICAL FERTILIZERS AND PESTICIDES NOT BE USED IN THE BUFFER DUE TO THE RISK OF STORMWATER POLLUTION. INSTEAD, COMPOST OR ORGANIC MATTER SHOULD BE INCORPORATED INTO THE SOIL, WHICH WILL PROVIDE SUFFICIENT NUTRIENTS FOR ADEQUATE PLANT GROWTH. INVASIVE SPECIES SHOULD BE REMOVED BY HAND CLEARING INSTEAD OF USING PESTICIDES. 20. PLANTINGS SHOULD OCCUR AT THE APPROPRIATE TIME OF YEAR TO PROMOTE SURVIVABILITY. IN MECKLENBURG COUNTY, THIS IS TYPICALLY FROM NOVEMBER THROUGH EARLY MARCH. 21. ALL TREES AND SHRUBS MUST BE MAINTAINED IN PERPETUITY AND REPLACED AS NECESSARY TO ENSURE THAT THE ORIGINAL PLANTING DENSITY IS MAINTAINED. 22. THE USE OF TREE SHELTERS IS STRONGLY RECOMMENDED TO PROTECT AGAINST DEER GRAZING AND MOWER DAMAGE. 23. EROSION WITHIN THE BUFFER IS STRICTLY PROHIBITED. IF MULCH IS NOT SUFFICIENT TO PREVENT EROSION, A VEGETATIVE GROUND COVER IS REQUIRED. 24. LIVE STAKES ARE NOT ALLOWED FOR PLANTING. 25. FOLLOWING THE COMPLETE INSTALLATION OF THE APPROVED WATER QUALITY BUFFER REVEGATATION PLAN, A FINAL INSPECTION AND WRITTEN APPROVAL MUST BE MADE BY CHARLOTTE-MECKLENBURG STORMWATER SERVES. CALL (702) 432-5571 TO SCHEDULE A FINAL INSPECTION. 26. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO MAINTAIN THE REVEGETATED SITE AND REPAIR, PROTECT, AND ADD ADDITIONAL CONTROLS TO PROTECT THE BUFFER AS NECESSARY AT THEIR SOLE EXPENSE. NOTE TO CONTRACTOR CONTRACTOR TO VERIFY PLANT PLACEMENT WITH OWNER PRIOR TO INSTALLATION. MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK O TRUNWROOT BALL TO BE CENTERED AND TREE STABILIZATION AND � PLUMB/LEVEL IN PLANTING PIT. FERTILIZATION SYSTEM � \` O3" MINIMUM MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL BE 6' DIAMETER (MIN.) OR AS DIRECTED BY OWNER'S REPRESENTATIVE. O4 4" HIGH BERM, FIRMLY COMPACTED. OFINISHED GRADE. (SEE GRADING PLAN) OTOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. � SOIL AS SPECIFIED. OF(V V I tif1LLJ liF(tfl l tF( THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 24" IN DIAMETER MAY SIT ON COMPACTED EARTH. OUNDISTURBED NATIVE SOIL. 'I O SCARIFY BOTTOM AND SIDES OF PLANTING PIT. NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. PRUNE ALL TREES IN ACCORDANCE WITH ANSI fi-3UU. 1/4" = 1'-0" SECTION / PLAN I�FTAII -RI F PLANT SCH EDU LE TREES CODE QTY COMMON NAME • CA 7 American Hornbeam • CC 8 Eastern Redbud 00000aoaooaoo � • � CC2 10 Flowering Dogwood o�°°00000°°�� • HT �6 Carolina Silverbell • QP �6 Willow Oak BOTANICAL NAME Carpinus caroliniana Cercis canadensis METHOD CAL F.G., B& B 2" CAL. F.G., B& B 1.5" MIN CAL. Cornus florida �Cherokee Daybreak� F.G., B& B 1.5" MIN CAL. 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M a � � before you dig. � r'l °�O V THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. PLANTING PLAN KEY SECTION � TREE PLANTING � � � � � � � � � � 0 � c 0 � � c 0 � m � / 0 Q c� � 0 � � � � � 0 � � � � X w / � 0 U T 0 � � � c� � � � � m � � 0 � � � 0 T � c � 0 c� � � c N � U � � � r� N � 0 i � � JI _ C� / Y � Q 0 � 0 0 � 0 N � 0 � 0 � � � � z Q � � CJ Z � z Q � r� � U � 0 � � � T 0 � � � � � U � � m N � 0 � � � � � � � 0 � 0 � 0 � T m � � 0 � .. ', .....,...,; I_. .. . � _...\ \ ..� ;,�'' -- -��---. , �` �'- \ �I . . 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' I �� _ , _� � 1 � L � � 1 � � � a �u � � _ � �_ �_ , I, � �� � _ � J -- � � I � - . � � �� � � �.. ���_, _ '�� � � � � � - � " - ` � \ ,_ , € -� ` � � - - -� � .,;r �r � . � �_ ,�_ � ��� A � -- '� � � ' ' �� �' � ti _ � � � � ��� _ , �'�' � _; . � � t � _� �� � � � � � i ��� � ��� �. i � � , , �' � � � , � � ,ii� � \�� �j�� -� \` - �''�� -.. � - , � - �\ _J� , i _ ` _-: v � ~ - -- , - '_" - � - ;, _ - - - ti � �- � - � _ �- �� �- __ � - � � _ - ti � , � �� � _ � - ' � � _ �'� '� - f � � - \ _ , �� i /-, , / . � . � �� � � . ... i ' GY � -' c�� ,' _i , : , :� .._ --E, �........ - . .._. .... _ , GRAPHIC SCALE IN FEET 0 10 20 40 LANDSCAPE NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE PLANT LIST. 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL TREES MUST BE GUYED OR STAKED. 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 8. CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS. 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN UNTIL FINAL ACCEPTANCE , CERTIFICATE OF OCCUPANCY, OR A MOWABLE STAND OF GRASS IS ACHIEVED, WHICHEVER IS LAST. 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED OF ONE YEAR BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE GUARANTEE PERIOD. 11. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 12. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" (MOST CURRENT EDITION) REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 13. MULCH MUST BE INSTALLED BY THE CONTRACTOR AND MAINTAINED BY THE OWNER AROUND THE BASES OF ALL TREES AND SHRUBS FOR A MINIMUM FIVE (5) YEARS FOLLOWING PLANTING AT A MINIMUM DEPTH OF TWO (2) INCHES. 14. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD. 15. CANOPY TREES MAY NOT BE PLANTED WHERE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES EXIST. IF TREES CONFLICT WITH POWER LINES OR BEFORE PLANTING. 16. ALL PROPOSED TREES WITHIN SIGHT TRIANGLES AND ALONG ROADWAYS TO BE LIMBED UP TO CLEAR SIGHT OBSTRUCTION. 17. ALL DISTURBED AREAS TO BE SEEDED WITH A GRASS SPECIES THAT MATCHES THE ADJACENT GRASS OR FULLY LANDSCAPED. 18. FOR DISTURBED AREAS WITH SLOPES 3:1 OR GREATER, SOIL WILL BE STABILIZED WITH MATTING OR OTHER APPROVED STABILIZATION METHOD UNTIL PERMANENT VEGETATION IS ESTABLISHED. ONLY 100% BIODEGRADABLE MATERIAL WILL BE USED. 19. IT IS RECOMMENDED THAT CHEMICAL FERTILIZERS AND PESTICIDES NOT BE USED IN THE BUFFER DUE TO THE RISK OF STORMWATER POLLUTION. INSTEAD, COMPOST OR ORGANIC MATTER SHOULD BE INCORPORATED INTO THE SOIL, WHICH WILL PROVIDE SUFFICIENT NUTRIENTS FOR ADEQUATE PLANT GROWTH. INVASIVE SPECIES SHOULD BE REMOVED BY HAND CLEARING INSTEAD OF USING PESTICIDES. 20. PLANTINGS SHOULD OCCUR AT THE APPROPRIATE TIME OF YEAR TO PROMOTE SURVIVABILITY. IN MECKLENBURG COUNTY, THIS IS TYPICALLY FROM NOVEMBER THROUGH EARLY MARCH. 21. ALL TREES AND SHRUBS MUST BE MAINTAINED IN PERPETUITY AND REPLACED AS NECESSARY TO ENSURE THAT THE ORIGINAL PLANTING DENSITY IS MAINTAINED. 22. THE USE OF TREE SHELTERS IS STRONGLY RECOMMENDED TO PROTECT AGAINST DEER GRAZING AND MOWER DAMAGE. 23. EROSION WITHIN THE BUFFER IS STRICTLY PROHIBITED. IF MULCH IS NOT SUFFICIENT TO PREVENT EROSION, A VEGETATIVE GROUND COVER IS REQUIRED. 24. LIVE STAKES ARE NOT ALLOWED FOR PLANTING. 25. FOLLOWING THE COMPLETE INSTALLATION OF THE APPROVED WATER QUALITY BUFFER REVEGATATION PLAN, A FINAL INSPECTION AND WRITTEN APPROVAL MUST BE MADE BY CHARLOTTE-MECKLENBURG STORMWATER SERVES. CALL (702) 432-5571 TO SCHEDULE A FINAL INSPECTION. 26. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO MAINTAIN THE REVEGETATED SITE AND REPAIR, PROTECT, AND ADD ADDITIONAL CONTROLS TO PROTECT THE BUFFER AS NECESSARY AT THEIR SOLE EXPENSE. NOTE TO CONTRACTOR CONTRACTOR IS RESPONSIBLE FOR ANY SOIL AMENDMENTS AS MAY BE NECESSARY OR REQUIRED BY LOCAL JURISDICTION AND TO ENSURE THE HEALTH AND PROPER GROWTH OF ALL PLANT MATERIAL. NOTE TO CONTRACTOR CONTRACTOR TO VERIFY PLANT PLACEMENT WITH OWNER PRIOR TO INSTALLATION. MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND \ FERTILIZATION SYSTEM 1 OTRUNWROOT BALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT. \` O3" MINIMUM MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL BE 6' DIAMETER (MIN.) OR AS DIRECTED BY OWNER'S REPRESENTATIVE. O4 4" HIGH BERM, FIRMLY COMPACTED. OFINISHED GRADE. (SEE GRADING PLAN) OTOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. � SOIL AS SPECIFIED. OF(V V I tif1LLJ liF(tfl l tF( THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 24" IN DIAMETER MAY SIT ON COMPACTED EARTH. OUNDISTURBED NATIVE SOIL. 'I O SCARIFY BOTTOM AND SIDES OF PLANTING PIT. NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. PRUNE ALL TREES IN ACCORDANCE WITH ANSI fi-3UU. 1/4" = 1'-0" SECTION / PLAN I�FTAII -RI F PLANT SCH EDU LE TREES • . 00000aoaooaoo o . o o�°°00000°°�� . . CODE QTY COMMON NAME CA 7 American Hornbeam CC 8 CC2 10 HT �6 Eastern Redbud Flowering Dogwood Carolina Silverbell QP �6 VR 10 Willow Oak Southern Rusty Blackhaw BOTANICAL NAME Carpinus caroliniana Cercis canadensis METHOD CAL F.G., B& B 2" CAL. F.G., B& B 1.5" MIN CAL. Cornus florida �Cherokee Daybreak� F.G., B& B 1.5" MIN CAL. Halesia tetraptera Quercus phellos Viburnum rufidulum F.G., B& B 2" CAL. � F.G., B& B 2" CAL. , F.G., B & B THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. 1. 5" M I N CAL. 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I I \ � /l ._� ,i� ., .� ~: . / / \\\ / � \ \ � \ � � � � � CONSTRUCTION ACCESS #3 � VIA SMITH ROAD SEE SHEET C-8.7 \ � / � � �� GRAPHIC SCALE IN FEET 0 75 150 300 MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 � � � 0 N �O 0 O N a� � � f� � �; N '� o0 � ^ � y N �" "�' � � U � � � �I �I Q � a � � �� � � � o � � �1 F" � a �� Z �U 0 � 0 O � — O � N z 0 �- Q. � � � W � � oa w E- d Q � z ������u � � n������ �,•�,�� CA Rp '�•,, ,��. �..,,......., !� •,�, ; Zo: oF�ss/py,�.'1�,� . 4� � . • _ : SEAL � ; _ = ; 035665 : : . ; ,� , 9, : F,j, t`0.: �Q ; -, oy •• .c � ��..•• o ,- ., •......• �0�,�. �'��.�FE CIA�� �,.. '���,����������`� 0 � � � � O -� � �w N F Z � Q � � �d N r�.a O Q U N I � � m t�D � N � � Q �o �°¢- �� o a � Know what's belOw. Call before you dig. \I L 1� � � � � � � � � �� O� z �� ww �a x� � � � M� � � v [.,.� � � 0 F� � W �. M z � o �p � � THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES. INC. � � � z Q � � w c� Q z C� � � z Q � z � � Q � � z w � W > Q � � � � � � � � � � 0 � � � � � � T � � � � � � � � � � � m � � 0 � � � 0 / � � � 0 U � � � � � � � � � � � � N � 0 i � � JI z c� / � � Q � � 0 0 � O N � T � � � � � z Q J � W c� Q z C� � 0 z Q � z � � Q � � z w � w > Q � N � c� � � 0 � 0 � T 0 � � � � c� � � 0 � m � � 0 � � � � � � � � � c� 0 � � � � � >, m � � 0 � \ • W11-15 30"X30" W11-15P TRAI L 24"X12" x- � N G + S� c� N,,�� — �J � / � ��� L . � �-s � �s � � � � ' `�o � � d o � �� �s� �� � e w � MAT W J. MILLER / �SS / �SS Jo`y DB 4536, PG 974 / � �� � 11 - � 5 �S� \ LOT 9, LOCK 2, MAP II OF ��� ���/ �� � SOUTHBRIDGE - PHASE I rr B 25� PG 007 � �� Q 3� /�3 ��S' .___ __. __ �. TAX P RCEL #219-222-09 � I �? � �� #1 529 SMITH ROAD ' / / \ �SS � ZONED: R-3 � ��/ ������ � / � �� S� e �n%�� 2�� � �SS `� � �TA:130+05.11 I �Ss � � � �, \ W11-15 � ,� � — � �' o �' �� � 30"X30" � v � � �s� s,. ❑ � � � Q� w �\ � �, i � <v �5�� M-'� — �, ° — W11-15P TRAIL ,�� � % Q�`� - _ �„x� 2�� X-I NG a . � �� a . — — .— — � — — — - _-� I �, � \ ° ° ° a� v �v. :a . v � llll�l . 11 \ . . � c � — — � SMITH RD �� �—� (EXl TING 60' PUBLI�; R/VI� � � �� � � � `�G' I ,�-� SS �c; � I cs 5 � - �S �S — SS - � .�� 100� �/ `�� � � a� as � �s s as ANNA MARIE T. SMITH DB 8951, PG 665 LOT 9, BLOCK 1, MAP II OF SOUTHBRIDGE - PHASE I MB 25, PG 007 TAX PARCEL #219-221-01 #14528 SMITH ROAD ZONED: R-3 �- � l� ln ln ln � �� � � — � — — — ���n —�i� �n _ �n `', � W11-15 30"X30" I v � W 16-7P `� � 24"X12" � STA:12 +63.98 � LANE WIDTH (L) L/2 LANE WIDTH (L) L/2 L/2 o �Hr (TYP) NOTES: 1. PER MUTCD STANDARDS, WHEN CROSSWALK LINES ARE USED THEY SHALL CONSIST OF SOLID WHITE LINES THAT MARK THE CROSSWALK. THEY SHALL BE NOT LESS THAN 150 MM (6 IN) NOR GREATER THAN 600 MM (24 IN) IN WIDTH. 2. IF TRANSVERSE LINES ARE USED TO MARK A CROSSWALK, THE GAP BETWEEN THE LINES SHOULD NOT BE LESS THAN 1.8 M(6 FT). IF DIAGONAL OR LONGITUDINAL LINES ARE USED WITHOUT TRANSVERSE LINES TO MARK A CROSSWALK, THE CROSSWALK SHOULD NOT BE LESS THAN 1.8 M(6 FT) WIDE. 3. IF USED, THE DIAGONAL OR LONGITUDINAL LINES SHOULD BE 300 TO 600 MM (12 TO 24 IN) WIDE AND SPACED 300 TO 1500 MM (12 TO 60 IN) APART. THE MARKING DESIGN SHOULD AVOID THE WHEEL PATHS, AND THE SPACING SHOULD NOT EXCEED 2.5 TIMES THE LINE WIDTH. H OF �ALK, =R IS NOT AN 1' E OF 4MP) MENT, TOGETHER WI AN LANE WIDTH (L) NTED HEREIN, AS AN INSTRUM IS INTENDED ONLY LANE WIDTH (L) L/2 AND CLIENT FOR WHICH IT WA � � �> cn � � U) � � � USE OF AND IM � I• � � I� � � � � � ,� � \ � � I AN MECKLENBURG COUNTY DB 26162, PG 837 GREENWAY, WALKERS CREEK GREENWAY PARCEL H MB 52, PG 669 TAX PARCEL #219-051-05 #14532 SMITH ROAD ZONED: R-3 lil a � � _ r1100' � `� �, � � �.v o— — _ _ �� a . . ° �Q v� � � _ � .. _ _ _ . . �\ � — � _ � ,,, � � I � i i i � \ v; I � _ \ �� � _ _ — _ � \ �� \\ ( � � ���� � � - f � (1 � (1 � � � �y � � � y WI as / � � � � � � PIANO STYLE CROSSWALK SEE DETAIL THIS SHEET \ �� < � `�'s � � — � � � � � ITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LI KIMLEY—HORN AND ASSOCIATES, INC. GRAPHIC SCALE IN FEET O S � O 2Q MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 � � � 0 N �Q 0 O o N � .� �a �� � N "� � �i y N � � �, � � ^ ��z � � � o� � a ��o � \V `� � �" a � Z �V O � 0 0 �� o � N Know what's below. Call before you dig. 0 a � C> � w Q 5- � � � � O z `�����u�iu�iii ,�`'��(N �ARo����'�. :'�oQ:•oFEss"�o�'�'; � �. = ;'�� s� � : - ' ' 035665 � = = 9 ' �` Q �•��� : : � '•. �LG E�. . ;,,oy ,, i,N,, oo ,: �'��,�FE CLA���,��'�� ����i�����������, � � o O � � Q N � Z � Q � � ¢ N � O Q a C.� N � a a � � � Q o Q � O � a � � � a ¢ � `/ � � � h+l � F+I � W � � � � � � �, N w � W ' � �tn `/ � I� � �^ , �I � h� � � � � � � W� � � wA �Z �^,� �I o � � � � z Q � � J 0 � � z 0 � � � � Q � � � N � � � � � � � � � � � i � � � � � T � � � � � C� � c� � 0 m N � O � � � 0 / � � � 0 c� � � Q � � � � � � � � N � 0 / � � JI z � / � � 0 � N O � 0 N � � � � � � � � w � 0 z J 0 � � z 0 � � � � Q � � � � � � � � 0 � 0 � T 0 � � � � c� � � � � m � 0 � � � � � � � 0 � � � � � L � T m a � 0 � GENERAL NOTES A) ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE MOST CURRENT EDITIONS OF THE CHARLOTTE DEPT. OF TRANSPORTATION(CDOT) WORK AREA TRAFFIC CONTROL HANDBOOK(W.A.T.C.H.), THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.), THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOT) SUPPLEMENT TO THE M.U.T.C.D., THE NCDOT ROADWAY STANDARD DRAWINGS AND THE CURRENT EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. B) THE CONTRACTOR IS TO NOTIFY CDOT IN WRITING 10 WORKING DAYS IN ADVANCE OF ANY ROAD CLOSURE OR 5 WORKING DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL LANES IN ACCORDANCE WITH SECTION 3 OF THE W.A.T.C.H. HANDBOOK. C) ALL SIGNAL REVISIONS OR SHIFTS OF SIGNAL HEADS WILL BE THE RESPONSIBILITY OF CDOT; PRIOR TO REVISING TRAFFIC LANES WHICH REQUIRE SIGNAL REVISIONS, THE CONTRACTOR SHALL NOTIFY THE CDOT IMPLEMENTATION SECTION MANAGER (GUS JORDI / 336-7086) A MINIMUM OF 30 CALENDAR DAYS IN ADVANCE. TRAFFIC LANES SHALL NOT BE SHIFTED UNTIL THE REQUIRED SIGNAL REVISION / SHIFT IS COMPLETE AND READY FOR ACTIVATION. FOR NOTICES RELATED TO SIGNAL WORK REQUIRING NEW UTILITIES, REFER TO PROJECT NOTES. D) THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC CONTROL DEVICES, SIGNS, BARRICADES, WARNING AND/OR CHANNELIZING DEVICES FOR WORK SITES AND DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. E) CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL W.A.T.C.H. DIAGRAMS OR STANDARDS BE USED IN ONE AREA OF CONSTRUCTION. CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS NECESSARY TO COMPLY WITH THE CONSTRUCTION PHASING OF THE PLANS. THE LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER TO ENSURE THAT THE MOTORIST DOES NOT RECEIVE FALSE INFORMATION WHEN TWO OR MORE TYPICALS AND/OR ROADWAY STANDARD DRAWINGS OVERLAP. F) CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR A VERTICAL CREST OR HORIZONTAL CURVE, THE WORK AREA SHALL BE EXTENDED SO THAT LANE CLOSURE BEGINS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING SIGHT DISTANCE IS MET. G) OFF-DUTY POLICE OFFICERS MAY BE REQUIRED AS DIRECTED BY THE ENGINEER TO BE PRESENT FOR CONTROLLING TRAFFIC DURING CONSTRUCTION HOURS. H) THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH WELL-MAINTAINED SIGNS, BARRICADES, WARNING AND/OR CHANNELIZING DEVICES. ON CONNECTING ROADS, ALL BARRICADES, SIGNS, WARNING, AND/OR CHANNELIZING DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER. I) WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE REQUIRED SIGNS, BARRICADES, WARNING, AND/OR CHANNELIZING DEVICES ARE INSTALLED AND APPROVED BY THE ENGINEER. J) THE CONTRACTOR SHALL CONTACT GUS JORDI, IMPLEMENTATION SECTION MANAGER (704-336-7086) WITH THE CITY OF CHARLOTTE DEPARTMENT OF TRANSPORTATION (CDOT) TWO WEEKS PRIOR TO BEGINNING ANY WORK THAT WILL REQUIRE THE RELOCATION OR PLACEMENT OF SIGNS OR OTHER TRAFFIC CONTROL DEVICES BY THE CITY. K. THE CONTRACTOR MUST MAINTAIN DURING ALL PERIODS OF CONSTRUCTION ACTIVITY THE ABILITY TO FLAG TRAFFIC USING QUALIFIED FLAGGERS WHEN NECESSARY OR REQUIRED L. THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT MARKINGS AND ADDRESS CONFLICTING PAVEMENT MARKINGS IN ACCORDANCE WITH SECTION 17 OF THE W.A.T.C.H. HANDBOOK OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN ANY EXISTING PAVEMENT MARKINGS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. M) THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC ON ALL PORTIONS OF THIS PROJECT UNLESS OTHERWISE SPECIFIED IN THE PLANS, PROJECT NOTES, OR BY THE ENGINEER, N) CONTRACTOR WILL BE REQUIRED TO PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR PROPERTY THROUGHOUT THE PROJECT LIMITS, INCLUDING REASONABLE INGRESS AND EGRESS FOR BUSINESSES. SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS. O) THE CONTRACTOR IS TO NOTIFY (BY MAIL) ALL PROPERTY OWNERS AND OCCUPANTS WHO HAVE DIRECT ACCESS TO THE ROADWAY WITHIN THE PROJECT LIMITS A MINIMUM OF 5 AND A MAXIMUM OF 10 WORKING DAYS PRIOR TO INSTALLING TRAFFIC CONTROL DEVICES IN FRONT OF THOSE PROPERTIES. NOTIFICATIONS SHOULD INCLUDE CONTACT PERSONS NAME, TELEPHONE NUMBER, EMAIL ADDRESS, AND MAILING ADDRESS. P) THE CONTRACTOR SHALL PATROL THE WORK SITE AT THE BEGINNING AND END OF EACH WORK DAY (AT A MINIMUM) TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING PROPERLY. CONTRACTOR SHALL ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING AT ALL TIMES DURING PERIODS OF CONSTRUCTION INACTIVITY. Q) DURING PERIODS OF INACTIVITY OR AT NIGHT, EQUIPMENT SHALL NOT BE PARKED IN SUCH A MANNER AS TO BLOCK SIDEWALKS, TRAFFIC CONTROL DEVICES, OR THE MOTORISTS' VIEW OF TRAFFIC. EQUIPMENT SHALL BE AT LEAST 10 FEET AWAY FROM THE TRAVEL LANE. R) WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION ACTIVITY, THE TWO OPPOSING DIRECTIONS MUST BE PHYSICALLY SEPARATED. TRAFFIC CONES CAN BE USED FOR THIS PURPOSE DURING DAYLIGHT HOURS; REFLECTORIZED CONES OR DRUMS MUST BE USED AT NIGHT. TRAFFIC SHALL NOT BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION INACTIVITY UNLESS PAVEMENT MARKING CONFLICTS ARE APPROPRIATELY ADDRESSED AND AGREEMENT ON REMOVAL OR NOT IS WORKED OUT WITH THE ENGINEER IN ACCORDANCE WITH SECTION 16 OF THE W.A.T.C.H. HANDBOOK. IF THE ENGINEER APPROVES TRAFFIC TO CROSS THE CENTER LINE DURING CONSTRUCTION INACTIVITY, ONLY REFLECTORIZED DRUMS MUST BE USED. S) THE CITY ENGINEER OR DIRECTOR OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION OR THEIR APPOINTED REPRESENTATIVES ARE AUTHORIZED TO STOP ANY WORK WITHIN PUBLIC RIGHT OF WAY THAT DOES NOT FOLLOW THIS TRAFFIC CONTROL PLAN OR REQUIREMENTS OF THE W.A.T.C.H. AND THE M.U.T.C.D. UNTIL SUCH REQUIREMENTS ARE MET. T) ADJACENT LANES TO CONSTRUCTION ZONES MAY REMAIN OPEN IF LATERAL CLEARANCE BETWEEN EDGE OF TRAVEL LANE AND EQUIPMENT IS EQUAL TO OR GREATER THAN 2 FEET (INCLUDING WIDTH OF DRUM). IF A DROPOFF EXISTS WITHIN THE WORK ZONE, CONTRACTOR SHOULD FOLLOW SECTION 10 OF THE W.A.T.C.H. HANDBOOK PERTAINING TO ADJACENT LANE CLOSURES DUE TO DROPOFFS. U) THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE. WHEN A CONSTRUCTION PHASE IS DIVIDED INTO STEPS, THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH STEP IN SEQUENCE. (EXAMPLE: THE REQUIREMENTS OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO PHASE II; THE REQUIREMENTS OF STEP 1 OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO STEP 2 OF PHASE I). ALL WORK DESCRIBED IN THE PROJECT PHASING SHALL BE PERFORMED BY THE CONTRACTOR, EXCEPT WHERE IT IS SPECIFIED FOR CERTAIN WORK TO BE PERFORMED BY OTHERS. V) THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES AT A TIME IN ANY ONE DIRECTION. W) CONTRACTOR SHALL NOT BE ALLOWED TO WORK ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY WITHIN THE SAME AREA EXCEPT WHERE THE ROADWAY IS DIVIDED BY A RAISED MEDIAN. IT WILL BE ACCEPTABLE TO CONSTRUCT BORE PITS ON EACH SIDE OF A ROADWAY FOR BORING UTILITIES UNDER THE ROADWAY UNLESS SUPERCEDED BY ENGINEER TO COMPLY WITH PEDESTRIAN REQUIREMENTS OR LATERAL CLEARANCE FROM TRAVEL LANES. X) THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO SECTION VII (PEDESTRIAN CONSIDERATIONS) OF THE W.A.T.C.H. PROJECT NOTES � �, � � o ao " o oao`� o ao "o ao WORK ZONE SIDEWALK �°���'°�'° CLOSED �Ro� S— PED SIGNAGE DETAIL N.T.S. CONSTRUCTION PHASING CONSTRUCTION PHASING PHASE I: THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE BEGINNING OF WORK. THE APPROACH WARNING SIGNS SHALL BE PLACED ON SMITH ROAD AND SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL CLOSE SIDEWALK ON THE EAST SIDE OF PARK ROAD USING DIAGRAM 1 OF THE WATCH HANDBOOK. THE CONTRACTOR SHALL CLOSE THE NORTHBOUND TRAVEL LANE USING DIAGRAM 9 OF THE WATCH HANDBOOK AND CONSTRUCT CURB & GUTTER, CATCH BASIN AND SIDEWALK. THE CONTRACTOR SHALL INSTALL CROSSWALK STRIPING ON THE NORTHBOUND LANE, MAINTAINING A MINIMUM OF ONE (1) 10' TRAVEL LANE. PHASE II: THE CONTRACTOR SHALL CLOSE THE SOUTHBOUND TRAVEL LANE USING DIAGRAM 9 OF THE WATCH HANDBOOK AND CONSTRUCT CURB & GUTTER, AND CATCH BASIN. THE CONTRACTOR SHALL INSTALL CROSSWALK STRIPING ON THE SOUTHBOUND LANE, MAINTAINING A MINIMUM OF ONE (1) 10' TRAVEL LANE. DIAGRAM 1 SIDEWALK CLOSURE � � 000000000 000000000 ��������� � � '"'—� R9-11 � R9-11 0 m SIDEWALK > n CLOSED F � �o � Hy-y ������� ��� 0 0 � � �I o 0 0 5'-CONES SIDEWALK o 0 0 10' DRUMS o I CLOSED o � � OR BARRICADES o Rg-g � �����0�00 0������0� � �' � usc R9e'Qoe NOTES: 1. IN HEAVY PEDESTRIAN AREAS THE ADJACENT LANE MAY NEED TO BE CLOSED TO MAINTAIN PEDESTRIAN TR,4FFIC. 51 LEGEND Q CONES/DRUMS HTYPE III BARRICADE T SIGNS � WORK AREA STANDARDS 1101.01......WORK ZONE ADVANCE WARNING SIGNS 1101.02......TEMPORARY LANE CLOSURES 1110.02......PORTABLE WORK ZONE SIGNS 1130.01......DRUM 1150.01......FLAGGING DEVICES 1250.01......PAVEMENT MARKERS WATCH DIAGRAMS #1 SIDEWALK CLOSURE #9 2 WAY, ONE LANE TRAFFIC (FLAGGER CONTROL) DIAGRAM 9 2 WAY, ONE LANE TRAFFIC (FLAGGER CONTROL) a oa'�� � %� O-t' Od W20-1 �``�►��/� \\ C NOTES: 1. SPACING - 25 M.P.H OR LESS (SPACING) - 30 & 35 M.P.H. ((SPACING)) - 40 M.P.H. OR MORE 2.'BUFFER SHALL EXTEND BACKTO THE BEGINNING OFTHE CURVE OR HILLTO PROVIDE ADEQUATE SIGHT DISTANCE FORTHEAPPROACHING TRAFFIC. 3. ON LOW VOLUME, RESIDENTIAL STREETS WHERE THERE ISADEQUATE VISIBILITY, ASINGLE FLAGGER POSITIONEDAS SHOWN MAY BEACCEPTABLE. 4. IF WORK IS WITHIN 50' OFAN INTERSECTION SEE DIAGRAM 10 OR 11. 5. IF BIKE LANE IS PRESENTTHE PROPER CLOSURE IS REQUIRED USING SIGNS AND CONES REFER TO DIAGRAM 31. 66 LEGEND Q CONES/DRUMS HTYPE III BARRICADE T SIGNS � WORK AREA �7�'' FLAGGER 11 67 Know what's belOw. Call before you dig. THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES. INC. UNACCEPTABLE ALTERNATIVE OPTION IS TO PLACE SIGN BEHIND SIDEWALK WHEN POSSIBLE, OTHERWISE, MAY NEED TO POST MOUNT SIGN WITH 7' MINIMUM VERTICAL CLEARENCE FROM SIDEWALK SURFACE 1. CONTRACTOR SHALL PROVIDE AND INSTALL ALL FINAL PAVEMENT MARKINGS. CDOT SHALL PROVIDE AND INSTALL ALL FINAL SIGNAGE. (E&PM PM VERIFY WITH CDOT PM ON EVERY PROJECT) 2. DURING THE HOURS OF 7:00 AM-9:00 AM AND 4:30 PM-6:30 PM MONDAY THRU FRIDAY CONSTRUCTION OR MAINTENANCE WORK WHICH INVOLVES CLOSURE OF A TRAVEL LANE WILL NOT BE ALLOWED ON THOROUGHFARE STREETS EXCEPT FOR EMERGENCY SITUATIONS OR WITH APPROVAL FROM CDOT. 3. CONTRACTOR SHALL SUPPLY AND INSTALL ALL TEMPORARY PAVEMENT MARKINGS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. TRAVELWAY 1 INCH � D ETAI L A N.T.S. SIDEWALK eG� FF,Q W20-7a VY20-4 WLO-1 �• �L � q,���s � � ��(M NR* TAPER � ) 100' 100' 100' 50' (20 �) (200') (200') ((350')) ((350')) ((350')) I � � ■� c c c � � ��■ ��� MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 � � � 0 N L� o O N a� � .� � f� � � N ,� � ao � � y N � ^ ��v � � a� Z � � o a� a � � �� v, � �' o � � a � � a �� Z �U 0 � 0 0 � �� o � N z 0 �- 0. � c> � w ca f•�1 w F- ¢ ca O z `���u��n��iii ,,���,•���..CA Rp�; ,���' : a°� o��ss�°y'y'� : . Q 9! ; _ :4 SEAL ; = = � 035665 : - - • . = : 9J, : F,J, �t`�.� �Q�: '-, oy••.c�� .. o , ., •......• �0�,�. �'��.�FE CIA�� �,.. ''������i�n��`�� o � � � O -� � �w Z � Q � N w Q � U � O O M z N � � O 0 � V � � � � � W � W � � � � � � � �, M w � w � z �� �- oa N �w � � C� ¢ a w � �. rn N F � ¢ o Q N �- oa Ca o � � o � a. � � � 0�/ Fil � � � 0 W �./ � �./ O M��I � � � � O � wzo-a �2 �• (/�S��/ � ii vuzo-�a � � � z Q � � � 0 � � z 0 � � � � Q � � N � � / � � � � � � � � � / � � 0 � / � 0 � � � � � c� � � � 0 � m � � � 0 � � � 0 / T � � � 0 c� � � � � c � � � � � � r� N � 0 / � � � � z c� / � E 0 N � � 0 � 0 � 0 N N N T � � � � � � � z Q � � � 0 � � z 0 U c� � � Q � � � � c� � � 0 � 0 � T 0 � � � � � c� � � � 0 � m � � � 0 � � � � � � � � � 0 � c� 0 � � � � � >, m � � � � 0 � EROSION CONTROL SEDIMENT AND EROSION CONTROL PROCEDURES STORM DRAINAGE NOTES CONSTRUCTION SEQUENCE �• � b: ��'4 { 1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION UNTIL THE FINAL 1. PRIOR TO CLEARING AND EARTHWORK ACTIVITIES, THE COUNTY/CONSULTANT SHALL OBTAIN AN APPROVED GRADING 1. ALL STORM DRAINAGE PIPE WITHIN PUBLIC ROAD RIGHT-OF-WAYS TO BE CLASS III REINFORCED CONCRETE PIPE PER '�,;.� INSPECTION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPUCABLE PERMIT FROM THE NCDEMLR INSPECTOR AND THEN INSTALL ALL EROSION CONTROL DEVICES SPECIFIED AND AS NCDOT STANDARDS, UNLESS OTHERWISE NOTED. C O N S T R U CT I O N S E Q U E N C E. ,`'� NCDEMLR EROSION AND SEDIMENT CONTROL REGULATIONS. INDICATED ON THE DRAWINGS. DURING EACH PHASE OF SITE CONSTRUCTION THE CONTRACTOR SHALL ADJUST, �"�---- RELOCATE, AND/OR REINSTALL AS APPLICABLE ALL EROSION CONTROL DEVICES AND SEDIMENT DISCHARGE FROM THE 2• FLARED END SECTION INVERTS ARE SET AT OR SLIGHTLY BELOW EXISTING GRADE. VERIFY ELEVATIONS IN FlELD THE FOLLOWING CONSTRUCTION SEQUENCE IS FURNISHED AS A GENERAL GUIDE FOR �� 2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION g��, PRIOR TO CONSTRUCIING PIPE SYSTEMS. PREPARATION OF A SEQUENCE OF CONSTRUCTION EVENTS. ADDITIONS, DELETIONS, AND , AND SEDIMENT CONTROL REGULATIONS, U.S. DEPARTMENT OF AGRICULTURE, AND U.S. SOIL CONSERVATION SERVICE MODIFlCATIONS SHOULD BE MADE AS APPROPRIATE. MECKLENBURG COUNTY REGULATIONS. 2. SILT FENCE AND TREE PROTECTION FENCE SHALL BE MAINTAINED AROUND THE PERIMETER OF ALL EARTHWORK 3. A MINIMUM GRADE OF 0.509b SHALL BE MAINTAINED ON ALL PIPES. 3205 FREEDOM DRIVE, SU�'rE 101 AREAS TO PREVENT SEDIMENT TRANSPORT ONTO ADJACENT PROPERTIES, AS APPLICABLE. PHASE 1: CHARLOTTE, NC 28208 3. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE 4. ALL PIPE AND INLETS MUST BE PROTECTED AT THE CLOSE OF BUSINESS EACH DAY. FLUSHING IS NOT AN ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT. 3. SILT FENCE FILTER BARRIERS SHALL BE INSTALLED AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE AND ACCEPTABLE METHOD OF CLEANING. 1. COUNTY/CONSULTANT TO OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM 4. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES LANDSCAPING IS INSTALLED. 5. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE NCDEMLR. � N TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDEMLR EROSION CONTROL 4. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP AND REPAIR ALL EROSION DAMAGE AFTER DISCOVERY AND INSPECTOR. 2. T H E C O N T R A C T O R S H A L L S E T U P A N O N- S I T E P R E- C O N S T R U C 1 1 0 N C O N F E R E N C E W I T H INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. REINSTALL ADEQUATE CONTROL MEASURES AS NECESSARY TO PREVENT REOCCURRENCE OF DAMAGE. NCDEMLR EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. � 0 N 6. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. F A I L U R E T O S C H E D U L E S U C H C O N F E R E N C E 4 8 H O U R S P R I O R T O A N Y L A N D D I S T U R B I N G 5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZAl10N TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS 5. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND AFTER ACTIVITY IS A VIOLATION AND IS SUBJECT TO FINE. O � WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. CONTACT ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24 HOUR PERIOD. ALL SEDIMENT 7• EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL CONTROL FEATURES SHALL BE MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. 3. CONTRACTOR TO MAINTAIN ALL EXISTING EROSION CONTROL FEATURES AND INSTALL SILT �� � N r% N MEASURES ARE INSTALLED PRIOR TO OFF-SITE GRADING. 8. EFFLUENT FROM DENATURING OPERATIONS SHALL BE FlLTERED OR PASSED THROUGH AN APPROVED SEDIMENT o � N TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS FENCE, INLET PROTECTION, SEDIMENT BASINS, DIVERSION DITCHES, AND OTHER MEASURES P�1 ,� 6. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. �C ��� CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS OR OFF-SITE PROPERTY. � ^ � a� N 6. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHICH ARE NOT OTHERWISE AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS BEEN TEMPORARILY OR PERMANENTLY 4. SCHEDULE AN ON-SITE INSPECTION BY NCDEMLR INSPECTOR. WHEN APPROVED, � ^ ��' U STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE WITH THE NORTH CEASED. 9. MATERIAL USED FOR BACK-FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND /� y r/ Z INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN. CAROLINA SEDIMENT CONTROL REGULATIONS. PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR PROMOTE STABILIZATION. a� � C � TO PROJECT COMPLETION AND ACCEPTANCE. 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION a � ��� 10. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL CONTROL DEVICES AND STRUCTURES. 7. CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 14 CALENDAR DAYS FOLLOWING REGULATIONS. C � � j H ��,,, COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE 6. THE CONTRACTOR SHALL NOT BEGIN WORK THAT CANNOT BE STABILIZED BY THE END OF '~ � ��� P R O V I D E D W I T H I N 1 4 C A L E N D A R D A Y S F O LL O W I N G C O M P L E T I O N O F C O N S T R U C T I O N. 1 1. A P P L I C A B L E S A F E T Y R E G U L A T I O N S S H A L L B E C O M P L I E D W I T H. THE WORK DAY. a Z o U 8. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 14 DAYS AFTER FINAL SITE � STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. TRAPPED SEDIMENT AND THE 7. ALL EARTH MOVING EQUIPMENT SHALL BE SERVICED PRIOR TO WORK COMMENCING EACH DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY DAY. EQUIPMENT SHALL BE MAINTAINED TO PREVENT FUEL, OIL, AND LUBRICANT SPILLS o STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. IN THE VICINITY OF A STREAM. ■� N MAINTENANCE PLAN GRADING 8. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION � 9. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING MEASURES. OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. PHASE 2: 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES WILL BE CHECKED BY THE CONTRACTOR FOR STABILITY AND 10. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY 1. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. EROSION AND SEDIMENT CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE �• BEGIN EARTHWORK/GRADING ACTIVITIES. BEGIN GRADING OF FILL SLOPES. MAINTAIN APPLICATION. CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE-CALL UTILITIES LOCATION SERVICE AT 1-800-632-4949 AND VERTICALLY ADJUST ALL ROCK CHECK DAMS, INLET PROTECTION DEVICES, z, CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. DITCHES, AND SILT FENCE THROUGHOUT GRADING ACTIVITIES TO MAINTAIN DRAINAGE o 11. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT PATTERNS. CONTRACTOR TO ENSURE ALL EROSION CONTROL MEASURES DO NOT E- FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. ADVERSELY AFFECT CONSTRUCTABILITY OF PROJECT PER TRAFFIC CONTROL PLANS. a' TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT 2. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY CURB & GUTTER, PAVEMENT, � STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT LANDSCAPING, ETC. THAT MAY BE DAMAGED DURING CONSTRUC110N. DAMAGED ITEMS SHALL BE REPAIRED TO AT AS EARTHWORK ALLOWS, BEGIN INSTALLING STORM DRAINAGE STRUCTURES AND W SITE. 2. MAINTAIN EROSION CONTROL DEVICES AS FOLLOW: LEAST THE QUALITY OF WORKMANSHIP FOUND IN THE ORIGINAL ITEM. ca PROPOSED DITCHES. AS STORM DRAINAGE IS INSTALLED, CONTRACTOR SHALL PLACE 12. STABILIZATION OF DISTURBED AREAS SHALL PROGRESS WITH PIPE INSTALLATION. AT NO T1ME SHALL PIPE •TEMPORARY SILT FENCE- REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME 3. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. INLET PROTECTION ON ALL STORM STRUCTURES AND REMOVE INLET PROTECTION INSTALLATION PROGRESS MORE THAN 500 FEET AHEAD OF FINE GRADING, SEEDING, AND MULCHING OPERATIONS. FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. AVOID UNDERMINING THE FENCE. WHERE EXISTING STORM DRAINAGE IS REMOVED. 13. THE CONTRACTOR SHALL MAINTAIN STORM DRAINAGE DURING PIPE INSTALLATION. •TEMPORARY CHECK DAM- REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE 4. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHOWN TO CHANNEL VEGETAl10N. ADD STONE TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. ON THE APPROVED PLANS FOR THE DURATION OF CONSTRUCTION OR UNTIL FINAL INSPECTION AND APPROVAL. 2. DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND 14. DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUC110N SHALL BE GRADED DAILY TO PREVENT PONDING OF STORM •STORM DRAIN INLET PROTEC110N- REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE WATER RUNOFF AND UNNECESSARY SOIL EROSION. THE NEXT RAINFALL. 5. IN ORDER TO ENSURE PROPER DRAINAGE, MAINTAIN A MINIMUM 0.5096 SLOPE ON THE CURB. CONTACT WITH THE STATE INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE �. •TEMPORARY DIVERSION DITCH- INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. � 15. THE ROADWAY CUT SHALL BE BACKFILLED AND STABILIZED AT THE END OF EACH WORK DAY WITH STONE MATERIAL, IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK 6. ALL MATERIALS USED FOR FlLL OR BACK-FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY OTHER AND GRADED TO MATCH NORMAL GUTTER LINE ELEVATIONS AND SLOPES SO THAT NORMAL DRAINAGE WILL BE OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, NON-COMPACTABLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS REFUSE 3. AS CONSTRUCTION PROGRESSES, INSTALL PERMANENT EROSION CONTROL MEASURES w PROVIDED. REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND. DEBRIS DERIVED FROM ANY SOURCE. SUCH AS RIP RAP APRONS, VELOCITY DISSIPATORS, CHANNEL LINERS, GRAVEL BASE � 16. SECURE EXISTING SANITARY SEWER DURING TRENCHING AND BACKFILLING OPERATION. COURSE, ETC. ca 3. ALL GRADED AREAS WILL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE 7. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. REFER TO THE PAVEMENT CROSS-SECTION 17. THE CONTRACTOR SHALL NOTIFY CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT AND PIEDMONT NATURAL GAS PLAN TO MAINTAIN A VIGOROUS, DENSE, VEGETATIVE COVER WITHIN FOURTEEN (14) DAYS OF COMPLETION OF ANY DETAILS TO ESTABLISH THE CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS. 4. GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE o COMPANY, INC. PRIOR TO EXCAVATING AT OR NEAR SEWER MAINS, WATER MAINS, AND GAS MAINS. PHASE OF GRADING. IF WORK ON THE PROJECT CEASES FOR MORE THAN THE AFOREMENTIONED LENGTH OF TIME, COVER SUFFICIENT TO RESTRAIN EROSION WITHIN 14 CALENDAR DAYS AFTER THE z, ALL DISTURBED AREAS SHALL HAVE TEMPORARY VEGETAl1VE GROUND COVER ESTABLISHED AND EROSION CONTROL 8. ALL CONTOURS ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO COMPLETION OF ANY PHASE OF GRADING. ALL AREAS UPON WHICH NO FURTHER 18. WHEN EXISTING FENCES ARE MOVED DURING CONSTRUCTION, THE CONTRACTOR SHALL SECURE PETS WITH TEMPORARY DEVICES MAINTAINED. GROUND BREAKING. LAND DISTURBING ACTIVITY WILL BE UNDERTAKEN ARE TO BE PLANTED OR PROVIDED FENCING UNT1L PERMANENT FENCING IS RESET. * 9. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. �TM PROTECTIVE COVER WITHIN 21 CALENDAR DAYS. CONTACT FOR MAINTENANCE: BRIAN BENNETT (980) 314-2539 (COUNTY PROJECT MANAGER) 19. THE CONTRACTOR IS TO MAINTAIN CONTINUOUS SANITARY SEWER FLOW AT ALL EXISTING SANITARY SEWERS. JASON CLAUDIO-DIAZ (704) 954-7464 (CONSULTANT) 10. THE LIMITS OF CLEARING SHOWN ON THE GRADING AND EROSION CONTROL PLAN IS BASED ON THE APPROXIMATE 6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CUT AND FlLL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS. THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. 20. THE CONTRACTOR IS TO MAINTAIN CONTINUOUS WATER SERVICE TO ALL RESIDENCES. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE 11. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. 21. ANY STOCKPILING OF SOIL ON PAVED SURFACE SHALL HAVE SAND AND OR ROCK SCREENING UNDERNEATH AREA. ,, �„Ca „O ,, 12. COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH MECKLENBURG COUNTY INSPECTORS. PHASE 3: �����` ���,� 22. CONTRACTOR IS RESPONSIBLE FOR AMENDMENTS TO PLAN FOR ADDITIONAL AREAS FOR STAGING PURPOSE. SUCH SEEDING SCHEDULE AND SEEDBED PREPARATION . Q►� R� ' AREAS WILL BE STABILIZED. 13. ALL DEBRIS FROM CLEARING OPERATIONS SHALL BE DISPOSED OF IN A LEGAL MANNER. 1. AS AREAS ARE BROUGHT TO FINISHED GRADE, CONTRACTOR TO INSTALL FINAL :�p ;••'�$ S�'•.��,1,�'� GRASSING AND STABILIZE ALL SLOPES PER THE EROSION CONTROL NOTES AND ; a: O� �y': 9; 23. PERMANENT VEGETATION SHALL BE INSTALLED IN CONJUNCTION WITH TEMPORARY SEEDING IF CONSTRUCTION OCCURS 14. HAUL ROADS USED DURING CONSTRUCTION SHALL BE OUTSIDE THE STREAM TOP OF BANK TO THE EXTENT DETAILS. _ � 4� SEA� 9r ; _ DURING THE SPECIFIED SEASON IN THE VEGETATION PLANS AND SPECIFICATIONS. IF NOT, PERMANENT VEGETATION POSSIBLE. HAUL ROADS SHALL FOLLOW THE NATURAL CONTOURS OF THE TERRAIN IF POSSIBLE. A 6" COURSE OF " ; 035665 : - SHALL BE PLANTED DURING THE SPECIFIED SEASON. #57 STONE SHALL BE SPREAD OVER HAUL ROADS IN AREAS THAT ARE SUBJECT TO WET CONDITIONS. PROVIDE 2• CONTRACTOR SHALL COORDINATE WITH THE EROSION CONTROL INSPECTOR PRIOR TO = ,� ; SEEDING SCHEDULE SUBSURFACE DRAINS IN SEEPAGE AREAS OR SEASONALLY WET AREAS. REMOVAL OF EROSION CONTROL MEASURES. � 9J, :�F 0.' Q: 24. CONTRACTOR IS TO USE N0. 57 STONE WHERE STONE IS REFERENCED FOR ALL SEDIMENTATION AND EROSION % O •:yG 1 M��•' 0�.�� CONTROL DETAILS. 1. SEED, MULCH, AND FERTILIZE AREAS ACCORDING TO THE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARD 30.17B '�,y� �"••"� �4��.�� (SEE SHEET C-9.2). �•,���FE,��p00����• 25. ADDITIONAL EROSION CONTROL MEASURES AND CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS. SEEDBED PREPARATION 1. GRADED SLOPES AND FILL - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 14 WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. 2. GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE ACRE, IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED, A GROUND COVER SUFFlCIENT TO RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDED WITHIN 14 WORKING DAYS ON THAT POR110N OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN. o � o 3. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO THE PLANS. Z¢ �� N¢ � Q� �ca 4. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP. TOTAL SEEDBED Q x � PREPARED DEPTH SHALL BE 4" TO 8" DEEP. " N 5. LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. 6. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME SHALL BE ACCORDING TO SEEDING SPECIFICATIONS. 7. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTIUZER ACCORDING TO THE SOIL TEST REPORT. � � � GROUND STABILIZATION 8. LIME AND FERIILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION. t�D � N � � Q � O � a � � O a � 1) SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVIIIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: i) ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. ii) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS � � SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. � l O \■/ 2) CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL �� � APPLY: i) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC � �� CONDI110NS THAT MAKE COMPLIANCE IMPRACTICABLE. M� O� h+■� ii) ALL SLOPES 50'IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE -�.-� � IS FLATTER THAN 4:1. SLOPES LESS THAN 50' SHALL APPLY GROUNDCOVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE � w '� O STEEPER THAN 3:1, THE 7 DAY-REQUIREMENT APPLIES. h�� � O � iii) ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT. �j M..� iv) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE � V � SLOPE IS STEEPER THAN 2:1. , � O v) ALTHOUGH STABILIZATION IS USUALLY SPECIFlED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION, � MAY BE ALLOWED ON A CASE-BY-CASE BASIS. • � W � vi) FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION-DEFINED "HIGH QUALITY WATER ZONE" (15A NCAC 04A. 0105) , STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT. � vii) POR110NS OF A SITE THAT ARE LOWER IN ELEVAl10N THAN ADJACENT DISCHARGE LOCAl10NS AND ARE NOT EXPECTED Know what�S beIOW. w � r�, M TO DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED Call before you dig. cxia � � � ON THE APPROVED E&SC PLAN OR ADDED BY THE PERMITTING AUTHORITY. r� \■/ � � � � � Q � w 0 � w i 0 � � � � � � � � � � � / � � 0 c� / � � 3 � � � L c� � � � 0 L m � � � � � � 0 / � � � � 0 � � � � � � � � � � � � N � 0 / � � � �� z � � � � � � � N O � 0 N � � � � � � � � w � 0 z � 0 � � z 0 � z 0 � O � w 0 � I � � � 0 � 0 � T 0 � � � � c� � � � 0 m � 0 � � � � � � � 0 � � 0 � � � � T m a � 0 � IHIS UUCUM�NI. 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ORAM \ �� \ � � �� � � � � � � S�, � ZONED: R-3 � � �� _ ! � LOT 71, WALK RS CREEKGP ASE II, REVISED � � `� � � � �� \ \\� � �� �� . � � � � ��%� i �� '_� _ HW � � Qa � Me z4, Pc sis � � �- - � �� � � `$'�, �� ,� 8 � 3400 E --- � \ � �� � \ -� �� A� �A � �� �'iW ���� TAX PARCEL #219 151 71 � � �., „ �� l — — � C #1 WALKERS CREEK DRIV _ _ _ � � � \ �� � � � . � � � �JHO _ _ � 7 � � � -� ZONE�6: R-3 __ — — _ _ _ _ _ �� � � ��� � � \ \ � �� � _ A � �, � \— „ ', _ � � - - , � ��\ � �\ � � 5'I . 5'I9 � 15" RC /j �' , � - _ � � — � �A � � ���� � � � � � � � 9 L , � - _ _ _ _ � - � ��� , ----- _ — ��� �, �. 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MAP 3 \ \ �\ 7.193 + 0`.895 AqDITIONAL ACRES OF WI FF AR \ , �� — � ,/ \ �� " TRAI L ( L ! ) _ - _ _ -� ` ` _ -_ -TA� PARCEL #219-] 51-99 _ — U i � MB 4 , �PG 90 , � � � � ��� � "�� � � � _ �ONED. R-3 �--� i � O/ �'; �12500 DUNS ��ORE FQ� T E �� - � � � �� ��� � �A � � � -� - _ - -� � _. � » %, � TAX PARGE #219-061- - � � � �� � � F � � � � � — � '� � � zo � cc "� - � � , � _ - - � _ _ _ g H� �� � � _ _ �� ��� � �� � � � � � � � Q � �`� 2� _ _ �� � __ -- � � ' � � - � �\� � �, � _ � � __ ,� � i — _ --� - � � � '� � � � ���� � � �� — �_ _ — = � � � � �_� . ���� � � �_ � -_ _ - , - - - - / - � 2�ii v � p ��j� �� -- --r�� �� ��� � � � � _ - � - � - _ _ � _ „ � r� : � _\ � � MECKLENBURG COUNTY � � ' �� �V I / / �FJ „� ,,-� � ��=-= � � �� \ � - � - DB 21737, PG 668 � � '� � � ' , � � � � �A — — _ _ ) � ' � � � PART OF 7.193 + 0.895 ADDITIONAL ACRES � i O � � �� ���\ � — � " � - � � ; OF SWIM BUFFER AREA, RIVERGATE, MAP 3 �� � � � ��� �� �� � MB 46. 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SHALL BE WITHOUT LI KIMLEY-HORN AND ASSOCIATES, INC. GRAPHIC SCALE IN FEET 0 10 20 40 Know what's below. Call before you dig. 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INC. � � � � z Q J � � w 0 � U � � � � � � � � � � � 0 c� / T � � � � � � � � � � m � � � � � � 0 T � � 0 C� � � � � � � � � � � � N � 0 � � � � J' z � / � � � � � � � � 0 N � � � � � � � � � z Q � � � O � � z O C� z 0 � 0 � w � � � � � 0 � 0 � T � � � � � c� � � � m � � � � � � � � � � � � � � � � � � T m � � 0 � PROPOSED EROSION CONTROL INFO > > TEMPORARY DIVERSION DITCH — — — — — — — — DISTURBED AREA 644 PROPOSED CONTOURS EXISTING CONTOURS SAFETY FENCE, ° SEE SPECIAL PROVISIONS FOR SAFETY FENCE SPECIFICATIONS AND DETAILS �� �� SILT FENCE � SPECIAL SEDIMENT CONTROL FENCE CONSTRUCTION ENTRANCE RIP RAP APRON ROCK INLET SEDIMENT TRAP, TYPE C, NCDOT STD. 1632.03 V ROCK PIPE INLET SEDIMENT TRAP, TYPE A, NCDOT STD. 1635.01 > �> ROCK CHECK DAM, TYPE B , - PROPOSED 10' SHARED � ' '� USE TRAIL (-L2A ) � � _� � _ � � -� 7 CONSTRUCTION ENTRANCE #1 ' ` � � 1 ,��� � � �, _ � � " � � , � , ��� i� � �� � , , � � _ _ � , ����� , , , , �,— � - - MECKLENBURG COU1�iTY ' f - - _ _ � DB 24043, PG 681 � � / - ' � � � � NEW 3.018 y1�RE COMMON AREA, � � ___ � � ,. � � - - � _ - � _ � � _ _ _ � , , __ I RIVERGATE; MAP 3 �� � - � -- / � � '� � � � - � � / f� - - - � - --� � � - ��� MB 46, PG 907 _ -_ - � -' - / � � _ � - - � � � -- � � � ��` �1�501 RIVERGAtE �PARKWAY � � � -- - - - - � � i i � � �, � . ,-- - - � � - � � � - � CEL 2 9- - i- ----- - _ � - - - - � � _ � � � = � r - - - � -� -- � � � � ARZONED-1CC O - - � � _ - - - � � � - - - � - - - � - _ -- - - __ � � � _, --- ��-- �- - - - --- - --_ � - -- -� �- -� l --- � � - - - - - -- � ` � - � ---- � � ------ � � - � � - - - - � - � - - � i � � r- -- � i � -- p , � � - - � - - -- - � - " - . � __ �j �i � �� � ��- — � -, — - , � � � '� �L���� , , � � � � A � � � '� � — - _ � � � - - , - — � � � - � _� � _ - . - � � - - - + -- � �L- _ , , \ � - _ i � � � - - � - � O �� -� �� - � �L ` - �_ , � � � � _--- - - _ �� i -�� --�_ � - �. � o���� �� � � � �. � � ��`' � ��. � - �' _, , , � � � � � �`�,� � �- J . .. _ 1 _ , - � a / S93 F � � — � — _ � /� F �/ �� - �'--_200 � . _ _ I � � � � �� � _ � � `v� � k ' � o n �' �� .�� ` � — � ' - �--u,-�u.�,n � . 10 � :, . . � . �, _ .� _- Jc � �� � � �. . _ : � [- \ _ p. �j � 0, � � _`._ �� `___..... / .... - - � 1� � �•� :� r - ]/� - � � �� , ° ' -, " _'e . . � p -_ �• � � � O .; : � � 0 � � � o w � � � � � � ��� � � � ° � o o � . �N .R�r,� � / _ . � , � � --- a �� : � . �� ��, � �� �� � � � , � . c.l� p ` � �� � � � °�: . .�.� � \ � � � � � � � � � �� MECKLENBURG COUNTY � O �� 1f o �' ' p .. � , � � - �._ .. , � � � DB 21737. 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SHALL BE WITHOUT LI � �� ` '� �/ Z� � / IP - �� �� KIMLEY-HORN AND ASSOCIATES, INC. GRAPHIC SCALE IN FEET 0 10 20 40 Know what's below. Call before you dig. MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 "'� � � � � � a � � a � � � 0 N �Q O O O N � _ � � � �i y N �'' � U � � /� � � z � � �� � � � � o E� ^� a � � z �� 0 � 0 O ■ �■. � � N O E� a � t> � W � e � ¢ 0 O Z `�����u�iu�iii ,�`'��(N �ARo����'�. :'�oQ:•oFEss"�o�'�'; � �. = ;'�� s� � : - ' ' 035665 � = = 9 ' �` Q �•��� : : � '•.; l�c ��G. . ;,,oy . ,, i.N,, oo ,; �'��,�FE CLA���,��'�� '���„���������`' 0 � W O � Z ¢ C> N � Q � � 00 M z N � � O O � �./ � � � � � W � w � � �� � � w � � � v� r � \■/ �- oa � Q Q C,xj W � C� � � �Q � � C9 ¢ a w � a rn O N � � ¢ O Q N � � � oW � � o a a ¢ � � � � �� � Z �� � a � � ��/ W w o � � � � � z Q � � � w 0 � c� / � � � � � � � 0 � / � � � c� / T 0 � � � � � c� � � � 0 � m � � � 0 � � � 0 / � � c � 0 c� � � � � � � � � � � � r� N � 0 / � � � � z c� / � E 0 � 0 r� � � 0 � 0 N N N � � 0 � � � � � � z Q � � � 0 � � z 0 � z 0 � 0 � w 0 � c� � � 0 � 0 � T 0 � � � � � c� � � � 0 � m � � � 0 � � � � � � � � � 0 � c� 0 � � � � � >, m � � � � 0 � � � � v� z Q � � � w 0 � c� / � � � � � � � 0 � / � � � U / T 0 � � � � � c� � � � � � m � � � 0 � � � 0 / � � c � 0 c� � � � � � � � � � � � r� N � 0 / � � � � z c� / � E 0 N � � N � 0 � 0 N N N � � 0 � � � � � � z Q � � � 0 � � z 0 � z 0 � 0 � w � � � � 0 � 0 � T 0 � � � � � c� � � � 0 � m � � � 0 � � � � � � � � � 0 � c� 0 � � � � � >, m � � � � 0 � � � � � J Q � w 0 � w i 0 � � i � � � � � � 0 � � � � � � i a � � � � � c� � U � � L m � � � � � � 0 � T � � 0 � � � � � � � � � � � � N � 0 � � � �� z � i � � � � 0 � 0 � 0 N � � � � � � � � � Q � w 0 � 0 � � z 0 U z O � O � w � I � � 0 � � J T 0 � c � � c� � � � � m � � � � � � � � � � � � � � � L � T m a � 0 � STE�� ^„"� WOVEN FILTER FABRIC _ 0 I N 6' MAX. GENERAL NOTES: 1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS. 2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF—FASTENER ANGLE STEEL TYPE. 3. TURN SILT FENCE UP SLOPE AT ENDS. 4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. 5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. 6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW. STEEL POST z � � w J V � �� `.� � N z � � FILTER FABRIC � � FLOW ��OQ F��� 4" MIN. ,' MAINTENANCE NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFfER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. N OT TO SCALE • CITY OF CHARLOTTE CCrn LAND DEVELOPMENT STANDARDS - Q�ARIATTE- INCLUDES CHARLOTTE ETJ TEMPORARY SI�T �ENCE � • • ' �', TEMP. STONE DITCH CHECK � P Pv�% 0�,��OQ�. 5 STRUCTURAL STONE "'"T"^'�L GROUND "'"T"^"' aROUND THE ENGINEER MAY DIRECT THE OPTION OF CLASS A STONE FOR SITES HAVING LESS THAN ONE (1) ACRE DRAINAGE AREA AND A DITCH GRADE LESS THAN 3%. BASE OF DITCH ----------------------------------- 12" MIN. FLOW � 12" MIN. 4'-6„ ELEVATION VIEW z o� �� Qa �a~C�C' I..LJ�H OO�2z wQ¢�x QU�Or�-� H ��O�Q Z ,j� 1 �H W � ,o m � � � � 0 � Y � V z W H = Q V � 0 F J o[ 1�1 � N z � � C� � O �� � � � � � a W H SHEET 1 OF 1 1633.0; NOTES 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS. 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES. 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY. 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE DETERMINED BY THE ENGINEER. 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER. 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE Z O � 1--I � H Q Q H��V L.L J � �--i z 00�2 w Q Q � 2 QU�Or�-i � CA1—�OJ oo�a Z j � ~ H - � o , w _ o W t� o� a o � L.L � C� Z z W H Q Z � O 0 �..� � V � _ Z � H � � Z O Q v � � J o W a� > Q � t3 1607.01 v om H � � �• z 70�Op r�TI�CA Hz-1=D =�yDm � z 2�0� z,���T • �O�—, nDyD �� � � � z: m � O � m � z � � � r H � � _ � D � Z t/� D 1�1 � r� � o � t"� � mz n � � � � � m a tHEET 1 OF 1 1633 . 01 FLOW B—�ll SEDIMENT CONTROL STONE STRUCTURAL STONE A o� o o� o o `�o� o`� 00�30 �' oo �'o oo`��oo o��o o�� o�o�' o0 0�'o�o ��o o� ���' � S�� �� �� o � �' o o �' � o �� ` � o o�Q o��cgo �o o c�p o�� o�Q o o� OO p CJOO p o!D OO p U O p OOO �oo� o00 0�00�� ��o ��d'�oob��'� o ��'o�oo o�o�'o PLAN 2/3 CHANNEL WIDTH 1' MIN SECTION A-A A J NOTE USE CLASS B EROSION CONTROL STONE FOR STRUCTURAL STONE. USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL. 1' MIN �� 12„ H = 2' MIN � � ° � ° � � � � ��so 0 0° o° o° o° o° °°��� �o m --m- ---m-m - --m-m- --m- -m- - SECTION B-B z o� � } ¢Q H��V L.LJ�Hz oo�= wQQ�x Q U � O H H cnH�OJ O�cA� z , j 1 �� , o0 a a � �� 0 � Y c� C.� z W � _ Q V � � � p J �C 1--I � N z Y � C� � O _ � CA � H J � w � a W � SHEET 1 OF 1 1633.01 Know what's belOw. Call before you dig. THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES. INC. BACK SLOPE � ISOMETRIC VIEW EDGE OF PAVEMENT NOTES USE CLASS B EROSION CONTROL STONE FOR STRUCTURAL STONE. MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 � � � 0 N �O O O N a� � � f� � � N � � � � � y N � /�,�,� � � L� � ��Z � � o a� a � � �� � � ) � � o � \V '� � �" a �� Z �U 0 � 0 0 � �� o � N z 0 F- a � c> � w ca � w �- � � 0 z `,,\�IIIIIIIIII .,`����'��••CaR��i �'-. ; ao::o��ss,o•.:y9:; :� 'y9i = : 4 SEAL � : - - . . - = � 035665 : - - • . = : 9J, : F,J, �t`�.� �Q�: '-, oy••.c�� .. o , ., •....... �0• ��. �'��.�FE CIA�� �,.. ��������i�n����� o � k' � 0 � � Q Z � Q � a � � O O M Z N � � O 0 � V � � � �� � Z W w �� � � � � � � W � w � z �� �- 0� N � � ¢ � a w � a. rn N F � ¢ o Q N �- 0� Ca � ; � O a. a, ¢ � O F� � T/� � Vl 0 H L� � � � w OA � O � w O � CROSS SECTION VEE DITCH CROSS SECTION TRAPEZOIDAL DITCH � � � vi J Q � w 0 � w i 0 � c� � � � � � � � � i a � � � � � � � � � � c� � U � � L m � � � � � � 0 / T � � 0 � � L � � � � � � � � � � N � O � � � �� z � i � � � � 0 � 0 � 0 N � � 0 � � � � � � Q � w 0 � 0 � � z 0 � z O � 0 � w N � � � � 0 � 0 J T � � � � � c� � � � 0 m � 0 � � � � � � � � � � � � � L � T m a � 0 � FO R LATE W I NTE R AN D SOIL AMENDMENTS: EAR LY S P R I N G: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER SEEDING MIXTURE: MULCH: RYE (GRAIN) - 120 LB/ACRE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING (OMIT ANNUAL LESPEDEZA WHEN DURATION TOOL OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE) MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING SEEDING DATES: EROSION OR OTHER DAMAGE JAN. 1 - MAY 1 FO R S U M M E R: SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE SEEDING MIXTURE: AND 750 LB/ACRE 10-10-10 FERTILIZER GERMAN MILLET - 40 LB/ACRE MULCH: (A SMALL-STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL SEEDING DATES: MAY 1- AUG. 15 MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE FO R FALL: SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER SEEDING MIXTURE: RYE (GRAIN) - 120 LB/ACRE MULCH: APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH SEEDING DATES: ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING AUG. 15 - DEC 30 TOOL MAINTENANCE: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10. FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS. • CITY OF CHARLOTTE C�rn LAND DEVELOPMENT STANDARDS T E M P 0 R A R Y S E E D I N G S C H E D U� E STD. No. R�,. CHARLOTT�_ INCLUDES CHARLOTTE ETJ 3 0.1 7 9 , 0 om H � � H' Z 70�Op r 0 � � � H Z � = D =�zDm 2�0� zHo�� �DDD �� �o � z :, � C'f �..� m az r� H �/± � m= v cn ~ D mz Z D � � v Z D � 7� z O � rT �� Z m �HEET 1 Of 1 1606.01 NOTES USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL STONE. USE HARDWARE CLOTH 24 GAUGE WIRE MESH WITH 1/4 INCH MESH OPENINGS. INSTALL 5 FT. SELF FASTENER ANGLE STEEL POST 2 FT. DEEP MINIMUM. SPACE POST A MAXIMUM OF 3 FT. FOR INSTALLATION BETWEEN SECTIONS OF SILT FENCE, EXTEND SEDIMENT CONTROL STONE A MINIMUM OF 12" IN WIDTH ON EACH SIDE OF SPECIAL SEDIMENT CONTROL FENCE SECTION. 3 fit DIMENSIONi * � 1� WIRE MESH� � 2 fit � 1/4 WIRE MESH SEDIMENT CONTROL STONE � 1 fit min � WATER FLOW � 2�� � SEDIMENT CONTROL STONE 1 fit min —I I' 11 ��' � STEEL POST"- 2 ft DEPTH � 1/4 WIRE MESH _� 2 ft z oN � } Qa �0~C�U LL.J�Hz ooN= � QU�oHH cnH�OJ O��a z , ? °� ��� W � � o V Z W �� 0 u" J C� 0 z pC � � Q Z o O ov oz z � �~ G W � N H J J w �--� W a � iHEET 1 OF 1 1606.01 1/4" WIRE MESH - . L/ : . . - L/ : . . • - . L/ : . . .. d.'�'• . �.'� �, �. �:�' �, .�' • o:� .�' • o, � .� • o, p . �.Q� . ., A •�� � . �O • •U � •CU• NOTES � ..� . c�,• Q'''• ' � .0..�.' � .�;.�.; � .�..�. c�' � c�' c�' • MAXIMUM POST SPACING 4 FT. Variable�k II I�*�I � 2' „ IIIBIIall811811�11� � I SEDIMENT `� CONTROL STONE I 1' 6"I - -; —'� — 1 �� P E� USE CLASS B EROSION CONTROL STONE FOR STRUCTURAL STONE. USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL STONE. CONSTRUCT TOP OF BERM A MINIMUM OF ONE FOOT BELOW THE SHOULDER OR A DIVERSION POINT. � PROVIDE A TOTAL SEDIMENT TRAP VOLUME OF 3600± CUBIC FEET PER ACRE OF DISTURBED AREA. SOME OF THE REQUIRED VOLUME MAY BE PROVIDED BY UP OR DOWNSTREAM CONTROLS. DO NOT INSTALL WHEN DEVICE WILL BE WITHIN 30 FEET OF VEHICULAR TRAVEL LANE. TREATED WATER SECTION A-A Y z o� H � H QQ� . ���� L.LJaHz oo�= w a Q � _ ¢ U � � H � cAH�OJ o�c~i�Q Z � °� � � H ' w� � 0 � -1/4" WIRE MESH W � � SEE NOTE FOR POST DESCRIPTION �~ Za � � Q ~ � � 0 � W FLOW —i � � p F�I :� g�� Q C �, W � y Q ~ p J AVERAGE BOX � Z DIMENSION VARIABLE � �"� TREATED � WATER V SECTION Y-Y O � MULTI-DIRECTIONAL FLOW ANGLE STEEL TYPE. SINGLE-DIRECTIONAL FLOW SPACE POST A MAXIMUM 0 F 4' . 1632. 03 0 om H � � H� Z 70�Op r Q T � � �z�=D =�zDm 2�0� zHo�� �DDD �� �o � z : � O � 'O 1--I � m mz � H H Z N r = � � D mD v� N � Z D � � � � � � � � � -v m � tHEET 1 OF 1 1635.01 SEDIMENT CONTRI,� � � .,��� PLAN 2' MIN. STRUCTURAL STONE DIVERSION POINT . C� ' • a'. �,c 4�. • G .p�, � . a'0 .d�; Q�. . �� O • Y �( ��� :QU : o �°� '�Q' Q 1/4" WIRE MESH � ' 12�� NOTES � USE N0. 5 OR N0. 57 STONE FLOW-�21 FOR SEDIMENT CONTROL STONE. „� „ USE 24 GAUGE MINIMUM WIRE �, 6 1� MESH HARDWARE CLOTH WITH SEDIMENT 2' WIRE MESH 1/ INCH MESH OPENINGS. CONTROL STONE � PLACE TOP OF WIRE MESH 1-6 A MINIMUM OF ONE FOOT BELOW THE SHOULDER OR ANY DIVERSION POINT. AVERAGE BOX ATTACH HARDWARE CLOTH TO DIMENSION VARIABLE POSTS WITH PLASTIC TIES, WIRE FASTENERS, OR OTHER APPROVED ATTACHMENT DEVICE. INSTALL WIRE MESH UNDER SEDIMENT CONTROL STONE. USE 5' STEEL POST, INSTALLED 2' DEEP MINIMUM, AND OF THE SELF-FASTENER 12" MIN � 2' MIN. \ r'—'1 .'� _ _ o SEDIMENT CONTROL STONE 8' MIN. ' o� : O :�. .� •0,;. ��. 0 �O . . . � • •p� : . � Variable �k I . ROADWAY SHOULDER / _ _ L12 MIN. „ --- ----`. c?. 18" * ,'� FLOW j MIN. � , , - � , , „ � - ----- - PIPE � D*-36" PIPE MAX. SECTION A-A z o� � } QQ HOC�C'� L1..J��--�Z oo�= waz"= QU�or�-� H �H�OJ O�fAQ z , j °� u � ,� W � � o Q a � H � d o Q � � C� H z H � Q Z o W o� � o o W z N � W J aj Z � N J � W w d N a v � iHEET 1 -- " 1635 Know what's belOw. Call before you dig. THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES. INC. A RTH BERM PIPE A % FLOW k �� � ��. , � --�� � STRUCTURAL STONE EARTH BERM MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 �� � 0 N �O 0 O N a� � aa �� �; N � � � ^ � y N �" "�' � � U � a� Z � � o a� a � � �� v� ,� �+ O � � a � � a �� Z �U 0 � 0 0 �� O � N z 0 F- a � � � w ca � w F- ¢ ca 0 z `,,\�IIIIIIIIII .,`����'��••CaR��i �'-. ; ao::o��ss,o•.:y9:; :� 'y9i = : 4 SEAL � : - - . . - = � 035665 : - - • . = : 9J, : F,J, �t`�.� �Q�: '-, oy••.c�� .. o , ., •....... `o. �,. �'��.�FE CIA�� �,.. '���,����������`� 0 �" � � O -w-� � �w z � Q � N w Q � U � 0 0 M z N � � O O � V � � � � � W � W w �� � � � � �, N w � w � z �� >- oa N �w � � C� ¢ a w � a. O) N F � ¢ o Q N >- oa Ca o � � o Q. a, ¢ F� 0 F� � � � 0 H V � � � W OA � O � w O � 101 +50 600 596 592 588 584 580 576 572 568 564 560 E 0 0 C�l � � � W J 0 0 I � � � � � o.o� o.o� _ � --_� --, � --- 50 —40 —30 —20 —10 0 10 20 30 40 5i 600 596 592 588 584 580 576 572 568 564 �560 � � 600 596 592 588 584 580 576 572 568 564 560 103+50 E ro rn � � J � W 0 w � o � � 0 0 �----- - - _ _- - -- � � O O \ - - J ` EXIST 42" SS 50 —40 —30 —20 —10 0 10 20 30 40 5 600 596 592 588 584 580 576 572 568 564 �560 � � � � U w � x i 101 +00 103+00 � 600 0 � 600 600 � 600 / O N � 596 � � 596 596 � � 596 � � 592 w J 592 592 o J 592 � � � o 0 / � 588 ,� � 588 588 � ° 588 � � � � � i � � 584 584 584 584 � 0.0% 0.0% ---� �' — — — — — — — — - r — — — � — — — — — — — — — — — — — — — — — — c� 580 _ — — — — — — — — — — — 580 580 580 � ,--, ,--- � 576 � � ' / 576 576 576 L --- m � � 572 572 572 572 � � � 568 568 568 568 0 �' S64 564 564 EXIST 42" SS 564 � � 0 � 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 L � � � � � � � � 100+50 � 102+50 � N � � � � 0 604 604 � 592 o J 592 � 600 600 � � _ °' 588 � ;� 588 i 596 � N 596 `` `` � �' 00 584 584 592 w J 592 — 5� i.5� i.5% 3. _ -------- ---- � r — -- --_ —� � `O � 580 — — 580 � � � 588 � � 588 o `` 576 576 � 584 584 � ,3• • ' — ------ -- ---- 572 572 � 580 — — — — , — 580 � — ' 568 568 � 576 576 L � 572 572 564 EXIST 42' SS 564 � � 560 560 �, 568 568 � 56550 —40 —30 —20 —10 0 10 20 30 40 5�65 55550 —40 —30 —20 —10 0 10 20 30 40 5�55 w � � � O � U 0 100+00 °'• 102+00 0 i � oo � �i � 604 604 w J 0 592 0 0 592 � 600 600 J 588 ,� � 588 � 596 596 `` � � 584 -------- --- 584 �, 592 592 0.�� —o.�� o.�� o.� o••� — — — — — — ,3• — � 580 — ---- --- _-- — 580 � 588 588 m 576 576 � 584 584 � 572 572 ---------- — ------- ---- � 580 — — — — — 580 �' � � 568 568 � 576 / 576 � 572 572 564 EXIST 42' SS EXIST 42' SS 564 � � 560 560 � 568 568 � 55g 5g � 56550 —40 —30 —20 —10 0 10 20 30 40 5�65 55550 —40 —30 —20 —10 0 10 20 30 40 5�55 T m � 0 10 20 � 0 � SCA�E THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES. INC. 20 10 MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 � � � 0 N �O 0 O N � � � � f� � � N ,� � ao � � y N � /�,'� � � L� � a� � Z � � o a� a � � �� v, � ) � �' o � \V '� � �" a �� Z �U 0 � 0 0 � �� o � N z 0 �- a � c> � w ca � �a w F- ¢ c� 0 z ������������,,, ,,���,•���..CA Rp�; ,���' : a�� o��ss��y'y'� : . Q 9! ; _ :4 SEAL ; = = � 035665 : - - • . = . _ 9d' �':°YG E��'� �Q ` -,oy•.. �� ..• o,- ., •....... �0• ��. �'��.�FE CIA�� �,.. ''�������������`� o �- rn m � O -� � �w N F z � Q � � �¢ N w o a U N �' a a t�D � N � � Q � O � a � � � o a � � � � Z � � 0 � � � � � �j w � � � � � � 0 � � � � r--� � • z O � �O c/� r�� �./ 105+50 600 596 592 588 584 580 576 572 568 564 560 E � � � o rn � r W J 0 0 I � � � � 0'• 1.5% 1.5% —1J5� —'r5 �`�— � ---- — --------- � , , � � EXIST 42" SS EXIST 8' SS 50 -40 -30 -20 -10 0 10 20 30 40 5i 600 596 592 588 584 580 576 572 568 564 �560 � � 600 596 592 588 584 580 576 572 568 564 560 107+50 E � � � ai � � r W J 0 0 co 0 I � i� � — � � � -- --- 0. _ — '1_ — ---- � � EXIST 42' SS EXIST 8" SS 50 -40 -30 -20 -10 0 10 20 30 40 5 600 596 592 588 584 580 576 572 568 564 �560 � � � � U w � x 0 105+00 107+00 � 600 � 600 600 � 600 i � � 596 0 � 596 596 � 0 596 � � � � � ° 592 w � 592 592 � �, 592 � w W i a o 0 0 � 588 i� � 588 588 � 0 588 i � i� � 584 � � 584 584 `` 0 584 � � � 580 --- ---- ___ -- 1.5% -1.5% 1.5% 1.5� o'__ \ 580 580 � — -- ---- ---- — —� 580 � — �� U � 576 576 576 576 m � � _ / � � � L � — — — — — — — — — � 572 EXIST 42" SS 572 572 EXIST 42" SS 572 � � 568 568 568 EXIST 8" SS 568 � 0 / � 564 564 564 564 � 0 � 56050 -40 -30 -20 -10 0 10 20 30 40 5�60 56050 -40 -30 -20 -10 0 10 20 30 40 5�60 � � � � � � � � 104+50 106+50 �' 600 � 600 600 � 600 0 i � 596 o N 596 596 � N 596 � o • � � 592 J � 592 592 � 592 W W J �' O pO O 588 `O �0 588 588 � 0 588 � .. .. i . � 584 � � 584 584 `` 0 584 0 1.5% —1.5% 1.5% . o— J —` � � 580 ---- -- ---- — — --- � 580 580 �— ---- ---- --= ' 1 — ' ' • 1 � � 580 � � -- � � � i 0 576 _ 576 576 � 576 N � � 572 EXIST 42" SS 572 572 EXIST 42» SS 572 � � 568 568 568 �ST 8" SS 568 � � � � 564 564 564 564 z � 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 w � � � O � U 0 104+00 106+00 � 600 � 600 600 � 600 ° 596 0 `° 596 596 �' r 596 � � � o� � J �, 592 J w 592 592 � '� 592 � O �'"� J � 588 CO � 588 588 � � 588 L c� � � � � � � � 584 � � 584 584 `` `` 584 m— . o . a . o . • — — _ _ 1 L 580 ---- ----� --- =' --- � 580 580 ---- --�--- — -- o•• i.s� � - �� � i 580 � � � 576 � — 576 576 � 576 � -- �_ � �' EXIST 42" SS � 572 572 572 EXIST 8" ss EXIST 42" SS 572 � 568 568 568 568 � `� 564 564 564 564 � � � 56050 -40 -30 -20 -10 0 10 20 30 40 5�60 56050 -40 -30 -20 -10 0 10 20 30 40 5�60 T m � 0 10 20 � 0 � SCA�E THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES. INC. 20 10 MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 � � � 0 N �O O O N � � .� � f� � � N ,� � ao a� � � N � ^ ��v � ��Z � � o a� a � � �� �, � ) � � o � \V '� � �" a �� Z �U 0 � 0 0 � �� o � N z 0 �- a � U � w ca � 0� w F- ¢ ca 0 z ������������,,, ,,���,•���..CA Rp�; ,���' : a�� o��ss��y'y'� : . Q 9! ; _ :4 SEAL ; = = � 035665 : - - • . = : 9J, : F,J, �t`�.� �Q�: '-, oy••.c�� .. o , ., •....... �0• �,. �'��.�FE CIA�� �,.. '���,����������`� 0 � � � � O -� � �w N F z � Q � � �¢ N w o a U N �' a a t�D � N � � Q � O � a � � � o a � � _ ` � Z Z � 0 � � � � � �j w � W � x � � � � 0 � � � � N � • z O � �O c/a r�� �./ 109+50 600 596 592 588 584 580 576 572 568 564 560 E � � � � �; � � J W J O O co 0 I i� � � 0 � — — — — --- _ — ��- — -- � �\ EXIST 42" SS EXIST 8' SS 50 —40 —30 —20 —10 0 10 20 30 40 5i 600 596 592 588 584 580 576 572 568 564 �560 � � 600 596 592 588 584 580 576 572 568 564 560 111+50 E � �, 0�0 N J Ui J W 0 0 I �p � � O — _ 1.5% 1.5� -1.5� -1.5 �3 ,- — — — — � � EXIST 42" SS — EXIST 8" SS 50 —40 —30 —20 —10 0 10 20 30 40 5 600 596 592 588 584 580 576 572 568 564 �560 � � � � U w � x 0 109+00 111 +00 � 600 � 600 600 � 600 i � � � 596 � N 596 596 N � 596 � � � � � o� � � � 592 w r 592 592 � ,� 592 � J J � a J � 588 � � 588 588 � 0 588 / co co 0 �, � � cfl � 584 — _ 584 584 � � ,� 584 � --- o 0 °' 3 0• .5% 1.5% c� 580 — — — — — ' : � _ — � 580 580 — — — — — — � 1.5� -1.5% -1.5 �3 0. 580 � — ---� -- ---- U \ _ — � � 576 576 576 � � 576 m � � 572 » � — — — 572 572 572 � DpST 42 SS � 568 EXIST 8" SS 568 568 EXIST 8' ss DQST 42" ss 568 0 / � 564 564 564 564 � 0 � 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 � � � � � � � � 108+50 110+50 �' 600 � 600 600 � 600 0 i � 596 °' 596 596 � � 596 � � � � � 592 w � 592 592 r 0° 592 � J J � � 588 � � 588 588 � w 588 � � �p co 0 � � � � 584 --__ _ `` 584 584 0 0 584 � �• 1.5% 1.5� -1.5% � 580 3 — — — — ' :� 580 580 — — — — — — — _ _ , , — — ,3 580 � — -- --- — ° o.•z � --- —� � 0 576 � 576 576 �� 576 N � �' 572 . � _ _ — — 572 572 „ 572 � EXIST 42 SS EXIST 42 SS � 568 �ST 8~ � 568 568 568 � � EXIST 8" SS � 564 564 564 564 z � 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 w � � � O " 110+00 0 108+00 600 � 600 � 600 � 600 � 596 � � 596 ° 596 00 0 596 • � J �; ^ 592 � �, 592 �, 592 592 w o W J p L+A � 588 588 � 588 � � 588 � o L i " � � 584 0 0 584 � 584 _ `` `` 584 ° 580 — — _ o o — 580 L m 580 � ---30' •� 1.5� — — ___ 580 --- — f— '1—� / � -- —� � � � 576 � 576 � 576 576 0 � _ — — — — � � �, � _ _ — — 572 572 � 5�2 EXIST 42" SS 572 568 EXIST 42" SS 568 `� 568 EXIST 8" SS 568 ° 564 564 `� 564 564 � 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 � 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 T m � 0 10 20 � 0 � SCA�E THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES. INC. 20 10 MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 � � � 0 N �O 0 O N � � � � f� � � N ,� � ao a� � � N � ^ ��v � a� � Z � � o a� a � � �� �, � ) � � o � \V '� � �" a �� Z �U 0 � 0 0 � �� o � N z 0 a �' U � w ca � 0� w �- ¢ ca 0 z ������������,,, ,,���,•���..CA Rp�; ,���' : a�� o��ss��y'y'� : . Q 9! ; _ :4 SEAL ; = = � 035665 : - - • . = : 9J, : F,J, �t`�.� �Q�: '-, oy••.c�� .. o , ., •....... �0• �,. �'��.�FE CIA�� �,.. '���,����������`� 0 � � � � O -� � �w N F z � Q � � �¢ N w o a U N �' a a t�D � N � � Q �o �°¢- �� � o a � � � � Z Z � 0 � � � � � �j w � W � x � � � � 0 � � � � M � • z O � �O c/� r�l V 113+50 600 596 592 588 584 580 576 572 568 564 560 E � � � � � J � O w 0 co 0 i� 0 0 3, o o — o —1.5 -- ____ -_ - _ -___ \ � EXIST 2" SS � — — — ' / EXIST 8' SS 50 —40 —30 —20 —10 0 10 20 30 40 5i 600 596 592 588 584 580 576 572 568 564 �560 � � 600 596 592 588 584 580 576 572 568 564 560 115+50 E � � � � W J 0 0 I � � � p•.� 1.5% 1.5% —1.5% —1.5 3, . — ___ __ ____ __ _ _ _ ,_ � EXIST 42" SS � EXIST 8" SS 50 —40 —30 —20 —10 0 10 20 30 40 5 600 596 592 588 584 580 576 572 568 564 �560 � � � � U w � x i 113+00 115+00 � 600 � 600 600 � 600 i � � 596 ,� 596 596 596 � � cfl o � � ao cfl � 592 r 00 592 592 � � 592 � J �A J � � J � 588 � 0 588 588 0 0 588 c� co 0 � �O � co � 584 `` ,� 584 584 ,� � 584 � � � o 0 � � c� 580 580 580 580 � — — — — — — — =30'• . o . o —1.5% 1.5 3,p. �— � _ �3 0� • % 1.5% —1.5% —1.5 3. . — U — — _ — — — — � \ A m 576 � 576 576 � 576 � � � 572 — 572 572 572 � � ---- � EXIST 42" SS EXIST 42" SS � 568 568 568 568 0 � EXIST 8" SS EXIST 8" SS � 564 564 564 564 � � 0 � 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 L � � � � � � � � 112+50 114+50 � 600 � 600 600 � 600 0 i � 596 � N 596 596 � M 596 J� � � � � � 592 '� ,� 592 592 r ,� 592 � J � J � � 588 � 0 588 588 � 0 588 � co o cfl o � .. � .. � 0 584 ,� ,� 584 584 ,� ,� 584 � 0 0 0 0 0 � 580 _-- 0 1.5% 1.5� — \ 580 580 —1.5% —1.5 580 � — ---- _=3.'• 1.5% —t5 0'• --- _ 0 1.5% — — � — — — — — — — — 0 576 �� 576 576 — '� L---- ---- ---------- --- �\` J 576 N � �' 572 . � 572 572 \ � � � � 572 � EXIST 42 SS , _ _ _ � EXIST 42" SS / � 568 EXIST 8" SS 568 568 568 � � 564 564 564 EXIST 8" SS 564 � z � 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 w � � � O � U 0 112+00 114+00 � 600 � 600 600 � 600 � � °, 596 596 596 0 596 � � � o� � J � � 592 � r 592 592 r 00 592 J l� J ln � � 588 0 0 588 588 � 0 588 � co 0 � � 584 ,� � 584 584 0 0 584 � o m � 580 --- ------ _ --__0: .5% 1.5% —1.5% —1.5 3 580 580 __ ---�_ _--- --- — o — % —1.5 �5• --_ 580 � — — — — � 576 � 576 576 � 576 � � � 572 \ ` 572 572 \ — — — — — 572 �, --- cn EXIST 42" SS EXIST 42" SS 568 EXIST 8' SS 568 568 568 � `� 564 564 564 EXIST 8" SS 564 � � � 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 56050 —40 —30 —20 —10 0 10 20 30 40 5�60 T m � 0 10 20 � 0 � SCA�E THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES. INC. 20 10 MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 � � � 0 N �O O O N � � � � f� � � N ,� � ao a� � � N � ^ ��v � ��z � � o a� a � � �� v� � ) ,� �+ O � \V '� � �" a �� Z �U 0 � 0 0 � �� o � N z 0 �- a �' � � w ca � 0� w F- ¢ c� 0 z ������������,,, ,,���,•���..CA Rp�; ,���' : a�� o��ss��y'y'� : . Q 9! ; _ :4 SEAL ; = = � 035665 : - - • . = . _ 9d' �':°YG E��'� �Q ` -,oy•.. �� ..• o,- ., •....... �0• ��. �'��.�FE CIA�� �,.. 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TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES. INC. 20 10 MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 � � � 0 N �O O O N � .� � � f� � � N ,� � ao � � y N � /�,'� � � L� � ��Z � � o a� a � � �� �, � ) � � o � \V '� � �" a �� Z �U 0 � 0 0 � �� o � N z 0 �- a � � � w ca � �a w F- ¢ ca 0 z ������������,,, ,,���,•���..CA Rp�; ,���' : a�� o��ss��y'y'� : . Q 9! ; _ :4 SEAL ; = = � 035665 : - - • . = : 9J, : F,J, �t`�.� �Q�: '-, oy••.c�� .. o , ., •....... `o. �,. �'��.�FE CIA�� �,.. 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TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES. INC. 20 10 MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 � � � 0 N �O 0 O N � � .� � f� � � N ,� � ao a� � � N � ^ ��v � ��Z � � o a� a � � �� �, � ) � � o � \V '� � �" a �� Z �U 0 � 0 0 � �� o � N z 0 a � � � w ca � 0� w F- ¢ ca 0 z ������������,,, ,,���,•���..CA Rp�; ,���' : a�� o��ss��y'y'� : . Q 9! ; _ :4 SEAL ; = = � 035665 : - - • . = : 9J, : F,J, �t`�.� �Q�: '-, oy••.c�� .. o , ., •....... `o. �,. �'��.�FE CIA�� �,.. 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INC. � � � � � w � x I 0 0 U / � � � � � c 0 � / a a a c� / � � � � � � L c� � U � � L m L N � � � L(� � 0 � � � C � O U � L � � � � � U � � � � N � O / � � � J S U / � � � � N � O � O N � � L O � L Q � �L � z � � U � L� � � � 0 � U � � I U � � � � � J T �> > � � � rLn V � U � � L m L � � >� i � � � � � � � � � � � � � � L � T m a � � � 0 � THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES. 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TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES. INC. 20 10 MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 � � � 0 N �O 0 O N a� .� � � f� � � N ,� � ao � � y N � /� � � L� � a� � Z � � o a� a � � �� �, � ) � � o � \V '� � �" a �� Z �U 0 � O O � — O � N z 0 �- a � U � w ca � �a w �- ¢ c� 0 z `,,\�111111/III ,,���,•���..CA Rp�; ,���' : a�� o��ss��y'y'� : . Q 9! ; _ :4 SEAL ; = = � 035665 : - - • . = . _ 9d' �':°YG E��'� �Q ` -,oy•.. �� ..• o,- ., •....... `o. �,. �'��.�FE CIA�� �,.. '���,����������`� o �- rn m � O -� � �w N F z � Q � � �¢ N w� o a U N �' a a t�D � N � � Q � O � a � � � o a � � _ ` � Z Z � 0 � � � � � �j w � W � x � � � � 0 � � � � w �' �. M � O � � i � 3 a vi c� w � x I 0 0 c� / � � � � � � c 0 � / � � � c� / T O � C N N L (� � V � � L m L N � O � � � O / � � � � O U � L � Q � � � U N � � � N � O / � � � J Z U � Y � O � � � O � O N � T L � � L Q N L� � Z O � U w � � � O � U O I U � � 0 � 0 � T 0 � c � � L c� � � � 0 L m L � � 0 � � � � � � � � � 0 � � 0 � � L � T m a � � � 0 � THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES. INC. STRUCTURAL NOTES THESE NOTES SHALL APPLY TO THE DESIGN OF THE STRUCTURES ELEMENTS SPECIFICALLY PRESENTED ON SHEETS S-1 TO S-7. THESE NOTES DO NOT PERTAIN TO ANY OTHER SHEETS. THESE NOTES ARE NOT INTENDED TO GOVERN OVER THE PROJECT GENERAL NOTES. IN THE EVENT OF A CONFLICT, THE PROJECT GENERAL NOTES SHALL GOVERN. GENERAL 1. THE DESIGN IS IN ACCORDANCE WITH THE CURRENT EDITION OF THE AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, 2ND EDITION (AASHTO). 2. PROVIDE ALL MATERIAL AND WORKMANSHIP IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, 2012 EDITION, UNLESS OTHERWISE SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS. 3. FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS. 4. FOR CRANE SAFETY, SEE SPECIAL PROVISIONS. 5. FOR PREFABRICATED PEDESTRIAN BRIDGE, SEE SPECIAL PROVISIONS. 6. FOR MICROPILES, SEE SPECIAL PROVISIONS. 7. IT IS UNDERSTOOD THAT THE STRUCTURAL ENGINEER OF RECORD MAKES NO WARRANTY, EITHER EXPRESSED OR IMPLIED, AS TO THE FINDINGS, DESIGN, RECOMMENDATIONS, SPECIFICATIONS, OPINION, OR PROFESSIONAL ADVICE, EXCEPT THAT THESE INSTRUMENTS OF SERVICE HAVE BEEN PREPARED IN ACCORDANCE WITH THE CURRENT GENERALLY ACCEPTED PROFESSIONAL ENGINEERING PRACTICES. 8. ALL NON-STRUCTURAL ELEMENTS INDICATED ON THE STRUCTURAL DRAWINGS HAVE BEEN SHOWN IN GENERAL TO THE RELATIONSHIP TO THE STRUCTURAL ELEMENTS. ACCORDINGLY, THEY SHALL NOT BE ASSUMED TO BE ACCURATE AND REFERENCE MUST BE MADE TO THE APPROPRIATE DRAWINGS AND SPECIFICATIONS. 9. THE CONTRACTOR SHALL REFER TO THE ENGINEER FOR HIS INSTRUCTIONS FOR ANY DIMENSION NOT GIVEN OR OBTAINABLE FROM THE DRAWINGS. THE CONTRACTOR SHALL NOT USE SCALE TO OBTAIN OR VERIFY ANY DIMENSION SHOWN IN THESE DRAWINGS. 10. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION. ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR. DESIGN DATA 1. UNIFORM PEDESTRIAN LIVE LOAD ..............................................90 PSF 2. VEHICULAR LIVE LOAD ...................................................................H-10 3. WIND LOAD .........................................................................PER AASHTO 4. WATER LOAD ......................................................................PER AASHTO 5. SEISMIC LOAD ....................................................................PER AASHTO 6. TEMPERATURE LOAD ..........................................................PER AASHTO CAST-IN-PLACE CONCRETE 1. UNLESS OTHERWISE NOTED ON THE PLANS, CLASS A CONCRETE SHALL BE USED FOR ALL PORTIONS OF THE STRUCTURE WITH THE EXCEPTION THAT: CLASS AA CONCRETE SHALL BE USED IN THE BRIDGE SUPERSTRUCTURE, CONCRETE DECK SLAB, ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL BE USED FOR SLOPE PROTECTION AND RIP RAP. 2. CONCRETE WORK SHALL FOLLOW THE PROVISIONS OF SECTION 420 OF THE STANDARD SPECIFICATIONS. 3. CHAMFER ALL EXPOSED EDGES 3/4" UNLESS OTHERWISE NOTED. REINFORCEMENT 1. REINFORCING BARS AND SUPPORTS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 2. STANDARD HOOKS SHALL BE USED UNLESS OTHERWISE NOTED. 3. ALL LAP AND SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH THE DESIGN CRITERIA AND CRSI STANDARD PRACTICES, EXCEPT AS OTHERWISE NOTED. 4. PROVIDE A MINIMUM OF 2" OF COVER TO ALL REINFORCING BARS, UNLESS OTHERWISE NOTED. PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE 1. PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE, ANCHOR BOLTS, AND BEARING PADS SHALL BE DESIGNED BY THE CONTRACTOR'S ENGINEER BASED UPON THE SPECIFIED DESIGN CRITERIA IN THE PLANS AND SPECIAL PROVISIONS. THE PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE PLANS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA. PLANS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL. THE PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE CALCULATIONS SHALL INCLUDE A SUMMARY OF REACTIONS. THE PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE FABRICATION SHALL NOT BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. 2. PREFABRICATED PEDESTRIAN BRIDGE SHALL BE A STEEL BOWSTRING TYPE TRUSS, SIMILAR TO CONTECH CONTINENTAL MODEL. 3. THE BRIDGE CLEAR PATH WIDTH SHALL BE 12'-0" AND SHALL BE MEASURED BETWEEN THE INSIDE FACES OF SAFETY RAILING ELEMENTS. 4. SAFETY RAILING SYSTEM SHALL BE A MINIMUM OF 4'-6" ABOVE THE TOP OF BRIDGE DECK. 5. ALL STRUCTURAL STEEL FOR THE PREFABRICATED PEDESTRIAN BRIDGE SHALL BE WEATHERING STEEL AND SHALL CONFORM TO NCDOT STANDARD SPECIFICATIONS AND PREFABRICATED PEDESTRIAN BRIDGE SPECIAL PROVISION. 5.1. ALL STRUCTURAL STEEL TUBE SHAPES SHALL CONFORM TO ASTM A847. 5.2. ALL STRUCTURAL STEEL CHANNEL SHAPES SHALL CONFORM TO ASTM A588. 5.3. ALL OTHER STEEL PLATES, SHAPES, AND BARS SHALL CONFORM TO ASTM A588. 5.4. ALL ANCHOR BOLTS SHALL BE GALVANIZED AND SHALL CONFORM TO ASTM A499. 5.5. ALL HIGH STRENGTH BOLTS SHALL BE WEATHERING STEEL AND CONFORM TO ASTM 0 r� 0 � A325. WASHERS AND NUTS SHALL MATCH FINISH OF BOLT. ALL STRUCTURAL WELDS SHALL CONFORM TO THE LATEST PROVISIONS OF THE STRUCTURAL WELDING CODE, ANSI/AWS D1.1. ALL WELDERS SHALL BE QUALIFIED IN ACCORDANCE WITH THE ABOVE AWS CODE. SPLICES, IF REQUIRED FOR THE PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE, SHALL BE CLEARLY NOTED ON THE SHOP DRAWINGS, AND NECESSARY CALCULATIONS PROVIDED. WEEP HOLES SHALL BE PROVIDED FOR DRAINAGE OF THE BRIDGE TUBULAR MEMBERS AND SHALL BE CLEARLY NOTED ON THE SHOP DRAWINGS. THE BRIDGE DECK SHALL BE REINFORCED CAST-IN-PLACE CONCRETE. PREFABRICATED PEDESTRIAN BRIDGE SUBSTRUCTURE 1. THE SUBSTRUCTURE DESIGN WAS BASED UPON THE INFORMATION AVAILABLE FROM THE PREFABRICATED PREDESTRIAN BRIDGE MANUFACTURERS. ALL REACTIONS ARE ALLOWABLE LOADS. VERTICAL REACTIONS SHOWN ARE PER BASE PLATE (4 PER BRIDGE). POSITIVE REACTIONS ARE DOWNWARD AND NEGATIVE REACTIONS ARE UPWARD. LATERAL AND LONGITUDINAL REACTIONS SHOWN ARE PER BENT (2 PER BRIDGE SPAN). STRUCTURE: A. VERTICAL LOADS: DEAD LOAD ...........................................................................................................22,425 LBS UNIFORM LIVE LOAD .............................................................................................20,255 LBS VEHICLE LOAD .......................................................................................................10,000 LBS WIND UPLIFT .......................................................................................................-7,300 LBS WIND...................................................................................................................±3,455 LBS B. LATERAL LOADS: WIND......................................................................................................................9,965 LBS C. LONGITUDINAL LOADS: THERMAL ...............................................................................................................6,730 LBS �a 3 4 5 � 7 : PEDESTRIAN BRIDGE END BENT DETAILS SHALL BE COORDINATED WITH THE PREFABRICATED PEDESTRIAN BRIDGE PLANS, TO BE PROVIDED BY THE PREFABRICATED PEDESTRIAN BRIDGE MANUFACTURER. NOTIFY ENGINEER IMMEDIATELY IF CONFLICTS ARE IDENTIFIED. CONSTRUCTION OF THE END BENTS SHALL NOT BEGIN UNTIL SUPERSTRUCTURE SHOP DRAWINGS ARE APPROVED AND ALL CONFLICTS RESOLVED. REINFORCEMENT IN CAP MAY BE SHIFTED TO CLEAR ANCHOR BOLTS. THE TOP SURFACE OF THE END BENT CAPS, EXCEPT AT BRIDGE SEAT BUILD-UPS, SHALL BE SLOPED LONGITUDINALLY AT A MINIMUM RATE OF 2% AS SHOWN ON THE PLANS. END BENT BACKWALL SHALL BE PLACED AFTER BRIDGE HAS BEEN ERECTED. TOP OF BACKWALL SHALL FOLLOW BRIDGE DECK GRADE. THE TOP SURFACE OF THE END BENTS SHALL BE CURED IN ACCORDANCE WITH THE NCDOT STANDARD SPECIFICATIONS, EXCEPT THAT THE MEMBRANE CURING COMPOUND METHOD SHALL NOT BE USED. APPLY AN EPDXY PROTECTIVE COATING TO THE TOP SURFACE OF THE END BENTS, EXCEPT UNDER BEARINGS. PAYMENT FOR THE EPDXY PROTECTIVE COATING SHALL BE INCLUDED IN THE LUMP SUM PAY ITEMS FOR EACH STRUCTURE. END BENT BACKWALL SHALL BE PLACED PRIOR TO APPLICATION OF EPDXY PROTECTIVE COATING. FOUNDATIONS 1. ALL FOUNDATIONS SHALL BE MICROPILES IN ACCORDANCE WITH THE NOTES BELOW. 2. THE CONTRACTOR MAY SUBMIT FOR APPROVAL ALTERNATE PILE LAYOUTS. THESE PILE LAYOUTS SHALL CONSIDER GROUP EFFECTS AND SHALL PROVIDE A TOTAL LATERAL AND VERTICAL RESISTANCE EQUIVALENT OR BETTER THAN THAT SHOWN IN THE PLANS. 3. THE PILE LAYOUT SHOWN IN THE PLANS SHALL BE USED UNLESS APPROVED IN ADVANCE BY THE ENGINEER. 4. BRIDGE FOUNDATIONS SHALL BE DESIGNED BY A PRE-QUALIFIED MICROPILE CONTRACTOR. THE BRIDGE FOUNDATION DESIGN AND CALCULATIONS SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA AND SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 5. BRIDGE FOUNDATIONS SHALL BE DESIGNED USING AASHTO LRFD METHODOLOGY. 6. MICROPILES SHALL MEET THE REQUIREMENTS OF THE SPECIAL PROVISION. 7. MICROPILES SHALL NOT BE LESS THAN 8" IN DIAMETER (INSIDE OF CASING). 8. MICROPILE CASING SHALL BE GALVANIZED PER THE PLANS AND IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATION 1076. 9. ALL GROUT FOR MICROPILES SHALL NOT BE LESS THAN f'c = 5,000 PSI. 10. ALL MICROPILE REINFORCING SHALL BE ASTM A615, GRADE 75. 11. THE MINIMUM FACTORED AXIAL DESIGN CAPACITY FOR THE MICROPILE SHALL BE 30 TONS PER PILE. 12. THE MINUMUM FACTORED LATERAL DESIGN CAPACITY SHALL BE 5 KIPS PER PILE. 13. MICROPILES SHALL BE INSTALLED A MINIMUM OF 7 FEET INTO WEATHERED ROCK. 14. THE LATERAL DISPLACEMENT TOLERANCE FOR THE MICROPILES SHALL BE 3 INCHES. THE DEVIATION FROM PLUMB SHALL NOT EXCEED 2%. PAYMENT 1. THE STRUCTURE SHALL BE PAID FOR AS A LUMP SUM ITEM AS DESCRIBED BELOW. 2. LUMP SUM PAY ITEMS FOR THE PREFABRICATED STEEL PEDESTRIAN BRIDGE SHALL INCLUDE ALL ENGINEERING, LABOR, MATERIALS, EQUIPMENT, DELIVERY, AND OTHER INCIDENTALS NECESSARY FOR THE PREFABRICATED STEEL TRUSS PEDESTRIAN BRIDGE, CAST-IN-PLACE CONCRETE SUBSTRUCTURE, PILES, BEARING PADS, ANCHOR BOLTS, APPROACH RAILINGS, DEWATERING, EPDXY PROTECTIVE COATING, RIP-RAP, ETC. Know what's b210W. CaII before you dig. �� � 0 N �"'� U o O N � � � � � �; N ,.� o° �, � � N � � ��� � ��Z � � o � Q' � . � s� � 0 � � a � �" a' � Z � U � o � 0 0 �� o i N � 0 � a � � � � 0 �- m � �- Q 0 0 � .����������������,. .� �"�N CARO '% ,. � �� �^, oFEssio ; � ; �'�'QQ- 'vv� :�y ; � SEAL ' z = z � 044851 � p _ ��; 's / �yp, �NciNE�� .P� : . �qs W1�� /���� � � � � bigitally signed by Nicholas ,J k��,�,A� Williamson Date: 2019.02.04 16:46:02-05'00' o r rn m o N � O Q � � F- cn� Z� �� a U N � �. �. m �m �o �0 3�0 �m � > � ;� Y a Z �� [..� �a o a 'Q � � � � N Q�� � � � � � � � w �i '� � w Q�� w � � � � w t� � � o �p MECKLENBURG COUNTY 3205 FREEDOM DRIVE, SUITE 101 CHARLOTTE, NC 28208 A D � FILL FACE OF BACKWALL � �,_��, a X � � B B � BRIDGE BEGIN OR END Q i� BRIDGE _ � — — — — — a � � a � o m 90'0'0" I � (V � � BEGIN OR END C C APPROACH SLAB � � � A D g" #4 BARS � 12" MAX. g" 10'-0" c 1 APPROACH SLAB PLAN S-7 , z,_a„ ��5 �� �,� .. �,� 3205 FREEDOMDRIVEUSIIITE 1( CHARLOTTE,NC2ffiA8 BRIDGE �Q„ �2�� MAX � SUPERSTRUCTURE �� OV o � 6�� �, N�N FC � � - N 9 � W L N � � � � � � � � � 3"0 PVC PLASTIC PIPE t6 � m � z g COMPACTED ABC � DRAIN THROUGH °' � o� �� ABUTMENT SLOPED AT a' �/�� �'�-' o COMPACTED SUBGRADE 2� SPA. � 10' MAX R V/ � Y s ,CTED GEOTEXTILE FABRIC � — z ' � ADE � AROUND AGGREGATE ,-, o TED ABC � ! � N AGGREGATE DRAIN �,_�„ Y (#57 CRUSHED STONE) ;.� c Z SECTION A-A c a SECTION GC s-� s-� � i z'-o" CONCRETE APPROACH SLAB #4 BARS C�P 12" MAX. o II III . . o�-- ,i��ii��i���i��i�iiiii . - ���i iuwiii�, II III III III III III III I I _III III III II I III III II III III III III _ '��� — , „ - �cN °ARo COMPACTED COMPACTED � ?� , E�S�°^ ���v ; SUBGRADE SUBGRADE -` � SEAL z_ = oatesi o = 6" COMPACTED ABC NOTE: GEOTEXTILE TO EXTEND FULL WIDTH OF TRANSITION. '�yo� "�'"EEf �P�' qS W11�' I I loigmov saned bv N�=nd� � SECTION B-B � SECTION D-D �"°�°�" `"�����'�_�' oare: S-7 S-7 zoie.oz.zz oa:ssao-os•ao• 12'-0" TO END OF GEOTEXTILE FABRIC BEGIN OR END CONCRETE APPROACH SLAB COMPACTED ABC APPROACH SLAB ASPHALT PAVEMENT #4 BARS � GEOTEXTILE FABRIC �p^ 10" 12" MAX. =__ ��8„ = s° 'llll' 'lll' '�II' 'lll' 'lll���lllllllllllllllllllllll' _ I I— I I I I I I I I I I I I I I— I m � F �� ao � � o x N NOTES• 1. APPROACH SLABS SHALL BE CONSTRUCTED OF CLASS AA CONCRETE. p m 2. WRAP ENDS OF PVC DRAIN IN MESH FABRIC TO PERMIT FREE FLOW OF WATER d Z� BUT PREVENT LOSS OF AGGREGATE. 3. ABC = AGGREGATE BASE COURSE � � �=1 �� �� a � aw Ow �� aA ' 3 � � a Know whaYs below. � � �. r� CaII before you dig. � � ° �