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Home My WebLink About20190424 Ver 1_06_2019-04-02 Prescot Glen Parkway Plans_11x17_20190403CONSTRUCTION PLANS for o= � _£ � E �I' �� o£ � �_ £ ►,��: '� '�: � ��%' ►�� ' `�, ;•J � � � il ` ';.' " �i I� � �� I �, ,� � � , , , �, PINNA CLE FINANCIAL PAR TNER S, INC . WAXHAW, NORTH CAROLINA UTILITY AND GOVERNING AGENCIES CONTACT LIST: WATER / SANITARY SEWER UNION COUNTY PUBLIC WORKS ENGINEERING DEPARTMENT 500 N. MAIN ST., STE 400 MONROE.NC 28112 CONTACT:SCOTTHUNEYCUTT,PE (704) 296-4210 STORM SEWER TOWN OF WAXHAW ENGINEERING DEPARTMENT 1150N.BROOME STREET P.O. BOX 617 WAXHAW, NC 28173 CONTACT:MATT HUBERT,PE ELECTRIC UNION POWER CORPOR4TIVE P.O. BOX 5014 MONROE, NC 28718 CONTACT:KEITH HELMS (704) 2693145 DEPARTMENT OF TRANSPORTATION NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DISTRICT 3 1305.SUTHERLAND AVE. MONROE, NC 28112 CONTACT: LEE AINSWORTH III, PE (704) 215-5700 DEVELOPMENT SERVICES TOWN OF WAXHAW DEVELOPMENTSERVICES DEPTARTMENT 1150N.BROOME STREET P.O. BOX 617 WAXHAW, NC 28173 CONTACT:MATT HUBERT,PE NCDEQ NCDE� 512 N. SALISBURV ST. RALEIGH, NC 27fi99 CONTACT:ROBERT PATTERSON ENVIRONMENTAL ENGINEERING REVIEWER (979)887-6369 MARCH 27 2019 i PREPARED IN THE OFFICE OF: ■ im e >>> orn OWNER: PINNACLE FINANCIAL PARTNERS, INC. 3980 PREMIER DRIVE HIGH POINT, NC 27265 PHONE (336) 905-8916 CONTACT: DANNY BROACH ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 200 SOUTH TRYON STREET, SUITE 200 CHARLOTTE, NC 28202 PHONE (704) 333-5131 CONTACT: JASON CLAUDIO-DIAZ, P.E. Sheet Index Sheet NumbeY Sl�eet Title 1 COVERSHEET 2 GENERAL NOTES 3 EXISTING CONDITIONS PLAN 4 DRAINAGE SUMMARY SHEET 5 TYPICAL CROSS SECTIONS 6 ROADWAY PLAN 7 ROADWAY PROFILE 8 TO 9 DRAINAGE PROFILE 10 UTILITY PLAN AND PROFILE 11 TO 12 UTILITY DETAILS 13 EROSION CONTROL PLAN 14 TRAFFIC CONTROL PLAN D1 TO D6 DETAILS XS1 TO XS4 CROSS SECTIONS SURVEYOR: JAMES MAUNEY AND ASSOCIATES, INC. 6405 WILKINSON BLVO., SUITE 11 BELMONT, NC 28012 PHONE (704) 829-9623 CONTACT: JAMES P. CAMERON � � o Know whaPs belOw. Call before you dig. z 0 � � �� o wo = o=�� ^ Qa = �� .�. �,} � o�� , }�o� _ ��a� � Yo . _ o� � � ' 20QSo E53 � y'•ty9 �: R q• - =4 SEAL �_ - � 035665 = " 5 �rs S.FN 64'%Fe c �� .�.�E�"�O ,`�� '��'o�fF CLP�N�o�' � � I I V � �� I I I w p N cn oMw, � a� Q� Q oN m a� � Y � � a _ 3 O � � W w 2 C� � W i 0 U } z Q �J Q � z Z �oQ- LLz� w�� J a w w � w J Z � a Q � � Za W d a � ? � � SHE�T NUMf3ER 1 VICINITY MAP NOT TO SCALE � �E o N z E � _ £ GENERAL NOTFS PROPOSED CURB ELEVATIONS: THE CONTRACTOR SHALI SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAM EXISTING PAVEMENT.UNLESS OTHERWISENOTED. DRIVEWAYS AND SIDEWALKS: PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINTTO EXPANSION JOINT. MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY: o FOR CONCRETE AND ASPHALT DRIVEWAY PAVEMENT SECTIONS, REFERENCE THE DUATfRO ON-SITE PLANS BY KIMLEY HORN o GRAVEL - SIX INCH INCIDENTAL STONE SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX MCHES THICK AT DRIVEWAV CROSSINGS, PER TOWN OF WAXHAW STD. NO. 106.1. CROSS SLOPES ON SIDEWALKS SHALL NOT EXCEED 2.0%. RUNNING SLOPES ALONG SIDEWALKS SHALL NOT EXCEED 5.0%, OR THE ADJACENT ROADWAY SLOPE AS MEASURED AT THE GUTTER PAN, WHICHEVER IS GREATER. A TURNING SPACE (LANDING) SHALL BE PROVIDED AT ALL LOCATIONS WHERE A PEDESTRIAN MIGHT TURN TO CHANGE DIRECTION OF TRAVEL THE LANDING SHALL BE A MINIMUM OF 4 FEET BY 4 FEET, UNLESS NOTED BV THE ENGINEER. TVPICALLY LANDMG DIMENSIONS WILL MATCH SIDEWALK WIDTH. THE LANDING A150 SNALL NOT EXCEED 2.�% SLOPE MEASUREO PERPENDICULAR TO THE ROADWAY, THE LANDING AL50 SHALL N07 EXCEED 2.D% OR ADJACENT ROADWAY SLOPE, WHICNEVER IS GREATER, MEASURED PARALLEL TO THE ROADWAY. A CROSS SLOPE TRANSITION PANEL MAV BE REQUIRED WHERE PROPOSED SIDEWALK MEETS EXISTING SIDEWALK WITH A CRO55 SLOPE GREATER THEN 2.0%. THE TRANSITION PANEL SHALL NOT EXCEED 2.0 % ON THE SIDE OF THE PROPOSED SIDEWALK AND/OR R4MP, AND SHALL MATCH THE EXISTING CROSS SLOPE ON THE SIDE OF THE EXISTING SIDEWALK. DRAINAGE STRUCTURES: GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGWEER, 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 FROM CENTER OF STRUCNRE TO CENTER OF STRUCTURE, INCLUDING TRANSITIONS: HORIZONTAL AND VERTICAL BENDS. ALL PIPES SHALL BE RCP CLA55 III, UNLE55 OTHERWISE NOTED. WEEP HOLES ARE TO BE CONSTRUC7ED AS OIRECTED BY THE ENGINEER. IF RECIUIRED, WEEP HOLES ARE TO BE CONSTRUCTED M THE BOTTOM 3 OF THE STRUCTURE. ATTACH HARDWARE CLOTH (ALUMINUM OR GALVANIZED STEEL N0. 4 WIRE REINFORCEMENT) TO THE OUTSIDE OF THE STRUCTURE WITH HEAW DUTY CONSTRUCTION ADHESNE OVER THE WEEP HOLE. PLACE A POROUS FABRIC BAG FILLED WITH ONE CUBIC FOOT OF N0. 78M STONE AT EACH WEEP HOLE AGAINST THE HARDWARE CLOTH. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK. UTILITIES: �. THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC oR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE IN OR ADJACENT TO THE CONSTRUC710N SITE. AT LEAST 48 HOURS PRIOR TO ANY DEMOLI710N, GRADING, OR CONSTRUCTION ACTIVIN, THE CONTRACTOR SHALL CONTACT NORTH CAROLINA 817 (NC811) AT 811 OR (800)632-4949 TO COORDINATE FOR THE IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE. 2. SHOULD ANY UNCHARTED OR MCORRECTLY CHARTED UTILITIES BE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY FOR DIRECTIONS. 3. CONTRACTOR SHALL COORDINATE ANY INTERRUPTION OF UTILITV SERVICE WITH OWNER AND RESPECTNE UTILITV COMPANY REPRESENTATNE. 4. THE CONTRACTOR IS RESPONSIBLE POR THE LOCATION AN� PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE UTILITY PROVIDER FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 5. ANV PLANNED INTERRUPTION OF UTILITY SERVICE SHALL BE GIVEN A 48 HOUR NOTICE TO THE UTILITY COMPANY AND THE OWNER. 6. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARV TO INSTALL UNDERGROUND ELECTRIC,TELEPHONE, SEWER, WATER, AND COMMUNICATION CONDUITS. 7. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL POWER COMPANY STANDARDS. 8. ALL UTILITIES ARE TO BE UNDERGROUND. EXISTING SANITARY SEWER AND WATER LINE: THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LWES, HE SHALL IMMEDIATELY REPLACE THE LWE AT HIS EXPENSE WITH DUCTILE IRON PIPE. THE CONTRACTOR SHALL REPLACE SANITARY SEWER AND/OR WATER LINE, WRH A MINIMUM TEN FOOT SECTION OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO FEET OF SAI� LMES, VERTICALLY OR HORIZONTALLY. SUBSURFACE PLANS: REFER TO GEOTECHNICAL ENGINEERING REPORT PREPARED BY BOYLE CONSULTING ENGINEERS. MAIL BOXES: THE CONTR4CTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107-11 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES- COORDINATE THIS WORK WITH THE U.S- POSTALSERVICE. FENCES: THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR AS DIRECTED BY THE ENGINEER. TREES. SHRUBS. AND HEDGES: THE CONTRACTOR IS REQUIRED TO REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE EASEMENT LMES UNLESS SHOWN ON THE PLANS TO BE PROTECTED. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER IN ACCORDANCE WITH THE OF TOWN OF WAXHAW LAND DEVELOPMENT STD. 601.1. PRUNING SHALL BE PER THE LATEST STANDARD OF THE TOWN OF WAXHAW LAND DEVEIOPMENT STD. 601.1 (TYP.), USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK. USE STD. 601.1 FOR BRIDGING TREE ROOTS. TREES SPECIFIED BV THE PLANS TO HAVE ASPHALT CURBING MUST USE STD. 601.1. TREE PROTECTION SHALL BE IN ACCORDANCE WITH STD. 601.1. WHEN THE TREE IS CLOSE TO THE WORK AREA TREE PROTECTION STD.601.iSHALLBE USED. GENERAL NOTES SIDE SLOPES: LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD DR4WINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED A 3:� (HORIZONTAL TO VERTICAL) UNLE55 �ESIGNATED BY THE ENGWEER. A CUT SLOPE OF 2:� MAXIMUM WILL BE USED ONLY AS DIRECTED BY THE ENGWEER. EROSION CONTROL: SEE SHEET 13 BY KIMLEY HORN FOR EROSION CONTROL MEASURES. AS REQUIRED BY THE NPDES GENERAL PERMIT NCG010000, ALL PERIMETER DIKES, SWALES, DITCHES. PERIMETER SLOPES AND AlL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVI�ED 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. ALL OTHER DISTURBED AREAS SHALI BE PROVIDED TEMPORARV OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PR4CTICABLE BUT IN ANY EVENT WITHIN t4 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. GROUND STA6ILIZATION TIMEFRAME EXEMPTIONS CAN BE FOUND IN THE NPDES GENERAL PERMIT NCG010000 UNDER SECTION 2.B, GROUND STABILIZATION. NO LAND DISTURBING ACTIVITY, EXCEPT THAT WHICH IS RE�UIRED TO INSTALL EROSION CONTROL MEASURES, MAY COMMENCE PRIOR TO APPROVAL BY THE DIRECTOR OF DEVELOPMENT SERVICES. ADDITIONAL EROSION CONTROL MEASURES MAY BE RE�UIRED BASED UPON SPEGFIC SITE CONDITIONS. CONTACT THE TOWN OF WAXHAW DEVELOPMENT SERVICES DEPARTMENT, AT 704-843-2195, FOR A PRE- CONSTRUCTION MEETING PRIOR TO ANY LAND DISTURBING ACTIVITY. REMOVE ALL TEMPORARY EROSION CONTROL OEVICES AND STRUCTURES ONLV AFTER SITE IS FULLV STABILIZED AN� APPROVAL HAS BEEN OBTAWED FROM THE TOWN OF WAXNAW DEVELOPMENT SERVICES DEPARTMENT. AlL EROSION CONTROL DESIGNS SHALL BE IN ACCORDANCE WITH THE TOWN OF WAXHAW ENGMEERING, STANDARDS AND PROCEDURES MANUAL, AND THE NCDEQ EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL LATEST EDITION. FOR PHASED EROSION CONTROL PLANS, THE CONTRACTOR SHALL MEET WITH THE EROSION CONTROL SPECIALIST PRIOR TO COMMENCING EACH PHASE OF EROSION CONTROL MEASURES. SITE GRADING IS TO 8E COVERED UNDER THE GENERAL STORMWATER PERMIT NCG010000. ANY LAND DISTURBING ACTIVITV > 1 ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THIS GENERAL PERMIT UNDER THE NPDES. ANY NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQt11RE ENfORCEMENT BY NCDEQ. CONTRACTOR IS TO KEEP STREET CLEAR OF MUD AND OTHER DEBRIS. THE PROFESSIONAL ENGINEER REGISTERED WITH THE STATE OF NORTH CAROLINA WHO PREPARED THE EROSION CONTROL PLAN IS SOLELY RESPONSIBLE FOR IDENTIFICA710N AND LOCATION OF ALL ENVIRONMENTAL WETLANDS, PERENNIAL AND INTERMITTENT STREAMS AND BUFFERS SHOWN ON THE PIANS. THE TOWN OF WAXHAW IS NOT RESPONSIBLE FOR THE ACCURACV AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND ELEVATIONS, WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE. THE TOWN OF WAXHAW, THROUGH THE APPROVAL OF THIS DOCUMENT, ASSUMES NO RESPONSIBILITY FOR TNE COMPLETENESS AND/OR ACCURACV OF THIS DOCUMENT. SILT SACKS WILL BE PLACED IN BASINS/INLETS ALONG ROADWAYS AFTER INITIAL ASPHALT SURFACE WORK IS COMPLETED. THE FINANCIALLY RESPONSIBLE PARTY/AGENT OR THE LANDOWNER/AGENT OF A LAND DISTURBING ACTIVITV> ONE ACRE IS REQUIRED TO SELF-INSPECT THE PROJECT. A SELF INSPECTION, AS WELL AS DOCUMENTATION OF A PROJECT AFTER EACH PHASE OF THE PROJECT, IS REQUIRED. ACCESSIBLE RAMPS AND DEPRESSED CURB: THE CONTRACTOR SHALL CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE CURB RAMPS AT INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE CURB RAMPS DETAILS, "PROPOSED ACCESSIBILITV GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY" (PROWAG), CONSTRUCTION PLANS & NCDOT STANDARD DRAWINGS. RUNNING SLOPES ALONG CURB RAMPS SHALL NOT EXCEED 8.3%, BUT SHALL NOT RE(]UIRE THE RAMP LENGTH TO EXCEED 15 FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL PANELS OF THE RAMP MUST EQUAL THE SAME PERCENTAGE. FLARES SHALL BE 10.0% MAXIMUM SLOPE (WHERE APPLICABLE), UNLESS OTHERWISE DIRECTED BY THE ENGMEER. RAMP CROSS SLOPE SHALL NOT EXCEED 2.0%, OR THE ADJACENT ROADWAY SLOPE AS MEASURED AT THE GUTTER PAN, WHICHEVER IS GREATER. SAWCUTS: THE CONTR4CTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL 6E 1 FOOT MINIMUM FROM THE EXISTWG EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED AS WEL� AS ADDITIONAL PAVEMENT REQUIRED TO TIE-IN TO FACE OF PROPOSED CURB AND GUTTER. TRAFFIC CONTROL: TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE "WORK AREA TRAFFIC CONTROL HANDBOOK" (WATCH) AND THE TRAFFIC CONTROL PLANS. TOWN OF WAXHAW DEPARTMENT OF TRANSPORTATION NONSTANDARD ITEMS (IE PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-0E-WAV REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE TOWN OF WAXHAW DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. ANY WORK WITHM THE CITY'S RNJ THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL LANE MUST BE APPROVED BV THE TOWN OF WAXHAW AND WILL REQUIRE A RNV USE PERMIT OR RNV LEASE DEPENDING UPON TNE PROPOSED DURATION OF CLOSURE. THESE APPROVALS ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED WITH THE TOWN OF WAXHAW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT THE TOWN OF WAXHAW AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS. CONTR4CTOR SHALL CONTACT THE TOWN OF WAXHAW AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRNERS AND PEDESTRIANS. THE DEVELOPER SHALL CONTACTTHE TOWN OF WAXHAW TO IDENTIFV ANY CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT_ 60-90 DAVS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER DEVELOPER TO CONTACT THE TOWN OF WAXHAW DURING SITE PLAN PREPARATION TO DISCU55 STREET LIGHTING REQUIREMENTS, IF ANV, FOR THIS PROJECT. COORDINATE WITH DUKE ENERGY AND THE TOWN OF WAXHAW AS NECESSARY TO DETERMINE LIGHTING LEVELS, LIGHTING L4YOUT AND REQUIREMENTS FOR INSTALLATION. STANDARDS THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE TO THIS PROJECTAND BY REFERENCE ARE CONSIDEREO A PART OF THESE PLANS. NC�OT STANDARDS SHAL� BE USED. TOWN OF WAXHAW LANO �EVEIOPMEN7 STANDAROS MAY BE USED IF THERE IS NOT AN APPLICABLE NCDOT STAN�ARD. TOWN OF WAXHAW: STD. NO.: 10.17A ........................................... 10.16 ........................................... 10.22 ........................................... 1024A ........................................... 1028 ........................................... 10.31A ........................................... 10.318 ........................................... 10.358 ........................................... 10.406 ........................................... 10.41A ........................................... 10.41C ........................................... 20.03 ........................................... TiTLE: STANDARD CURB AND GUTTER STANDARD CURB AND GUTTER CONCRETESIDEWALKS COMMERCIAL TYPE II AND RESIDENTIAL TYPE I DRNEWAY TYPE III DRIVEWAY ENTRANCE PERPENDICULAR CURB R4MP WITH 2'-6" CURB AND GUTTER PERPENDICULAR CURB RAMP WITH 2'-6" CURB AND GUTTER TRUNCATED DOMES DIRECTIONAL CURB RAMP WITH LARGE CURB RADIUS PEDESTRIAN REFUGE (WITH 7'-6" CURB AND GUTTER) PEDESTRIAN REFUGE (MODIFIED MONOLITHIC) DOUBLE BRICK CATCH BASIN NCDOT: STD. NO.: 300.01 ....... 840.00 ....... 840.01 ....... 840.03 ....... 840.37 ....... 840.54 ....... 840.72 ....... 876.02 ....... 876.04 ....... 904.10 ....... 904.30 ....... 904.50 ....... 1101.01 1170.02 1115.01 1130.01 1135.01 1145.01 1150.01 1170.01 1180.01 1205.01 1205.04 1205.07 1205.08 1205.09 tzso.oi �zsto, 1"I TLE METHOD OF PIPE INSTALLATION CONCRETE BASE PAD FOR DRAINAGE STRUCTURES BRICK CATCH BASIN - 12" THRU 54" PIPE FRAME, GRATES AND HOOD - FOR USE ON STANDARD CATCH BASIN CONCRETE JUNCTION BOX - 12" THRU 66" PIPE MANHOLE FRAME AND COVER PIPE COLLAR GUIDE FOR RIP RAP AT PIPE OUTLETS DRAWAGE DITCHES WITH CLASS'B' RIP RAP ORIENTATION OF GROUND MOUNTE� SIGNS SUPPLEMENTAL SIGN MOUN7ING MOUNTING OF TYPE'D','E' AND'F' SIGNS ON 'U' CHANNEL POSTS WORK ZONE ADVANCE WARNING SIGNS PORTABLE WORK ZONE SIGNS FLASHING ARROW BOARDS DRUMS CONES BARRICADES -TYPE III FLAGGING DEVICES POSITNE PROTECTION SKINNY DRUM PAVEMENT MARKINGS - LINE TYPES AND OFFSETS PAVEMENT MARKINGS - INTERSECTIONS PAVEMENT MARKINGS - PEDESTRIAN CROSS WALKS PAVEMENT MARKINGS - SYMBOLS AND W ORD MESSAGES PAVEMENT MARKINGS - PAINTED ISLANDS PAVEMENT MARKER SPACING RAISE�PAVEMENT MARKERS-PERMANENTANDTEMPORARV ABBREVIATIONS ABAND . ...ABANDONED A D ... .__ALGEBRFliC DIrFERENCE ASPH__ASPHALT APPROX...___......._..APPROXIMATELY B/C ...................................BACK OF CURB BIT ................................... BITUMINOUS BM ................................... BENCH MARK BRG ................................. BEARING CB ....................................CATCH HASIN C&G .................................CURB AND GUTTER CL ................................... CLEARANCE GL FENCE .............................CHAIN LINK FENCE CMP .................................CORRUGATED MTL PIPE CONC .............................. CONCRETE CONST ............................ CONSTRUCTION DB ....................................DEED BOOK DCB ................................. DOUBLE CB DI ..................................... DROP INLET DIA ................................... DIAMETER DW ...................................DRIVEWAY DIM .................................. DIMENSION E ....................................... EAST/EAST I N G EA._._ .............................. EACH ELEV ................................ ELEVATI ON EOP ................................. EDGE OF PAVEMENT ESMT ............................... EASEMENT EX I ST ...............................EX I STI N G F/C ................................... FACE OF CURB FES ..................................FLARED END SECTION FH .................................... FIRE HYDRANT FOC...._._._._._ ............... FIBER OPTIC CABLE GV ....................................GAS VALVE H ORIZ ........................ ... ... H ORIZONTAL I NT ................................... I NTERSECTI ON INV ...................................INVERT IP ......................................IRON PIN SET L ....................................... LENGTH LF......._ ............................LINEAR FOOTAGE LT ..................................... LEFT Ib.._ .................................. POUND LP .....................................LIGHT POLE MAX ................................. MAXIMUM MIN .................................. MINIMUM MON 0 .............................. MON OL ITH I C mph ..................................MILES PER HOUR MT L...... _. _. _. _ ................ M ETAL 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 NAIL SET PP ..........................POWER POLE PROP .................... PROPOSED PSE ....................... PERM SW ESMT PT ..........................POINT OF TANGENCY PVI .........................POINT OF VERT INT PUE .......................PERM UTILITY ESMT r ............................. RADIUS RT .......................... RI GHT RCP ......................REWFORCED CONC PIPE RELOC .................. RELOCATE RNV ........................RIGHT OF WAY S ............................ O U T H 5� ......................... STORM DRAM SF .......................... SQUARE FOOT SIR FENCE....._.._.. SPLIT R41L FENCE SS ..........................SANITARY SEWER STA .................... _..STATI ON STD ....................... STANDARD SW .........................SIDEWALK TAN ....................... TANGENT TCE ....................... TEMP CONST ESMT TEMP .................... TEMPORARY TP ..........................TRAVERSE POINT TNV ........................TEST WIRE TYP ........................TYP I CAL U/G ........................ UNDER GROUND VC ......................... VERTICAL CURVE VERT ..................... VERTICAL W ........................... WEST W 1 .......................... W I T H WM ........................ WATER METER W VAULT ................... WATER VAULT W V ......................... 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PRPIECi: PRESCOi G!£NN PPRNWAY CIILVERi IMPROYEMEMS 0�� ou*<5e.oi / \� () \� / P�� pG 1�9 ` _` C'� qSS� t a C�M1I'EVANCES OR SALES: HOWEVER TIIE POSITIOVAL AYD ERTIC L� CCURACY iOWN 0� µ PRESCOiI Gl£NN PARKWAYiH GPOLINA V/ / \\\ pPPR P�R �C/ \ / `Z eSEAl� y MFfII��IIY((LtACY�5IANDANIISOt.LFeATl�tGSAIIS�ANI>A�2�}`�OF�RACfIDCr. �%HAW UNONCWNtt NOR \ / .\ / �p5/ / NEILB TOLBERTAND tigi„ L 3665 aez �I'It /� I� F' WIFE, BRENDA D TOLBERT _ 9.0 ,t g°O 1% /_.__ .___ SAMES MAUNEY & ASSOCIATES, P A / PB i40 Pofi59 y \ \ \ �?�� &UR�ti� � r «�p"'---'+ PROFESSIONALSURVEYORS �(14) / vur snowrvcRsecrorv� om neKaav �;�3'`°�,111�P��' G� ��eD�. �� i�.ieo i c_b�. �ees bO re`�`iioaiazs�9sz3"`F�z_�ooeiez9�sszscz o�z PPRCEL MO61fi5038 �� z3>3 , / �BOOZ NEp. PAN ROA� z - a„ a;,a, z 0 � L N O wo i o��U � ao�z � M � / \ Q � } � � � o Y � r � o � � �v�a� � o0 �� O� � O ` �.•�tN,CARp�', : 20 ��FESS j0�1y9 :� - B4 SEAL = c � 035665 = = ': `o�' :F,�,C 1 NE�Pf O� ` ' O ,�O�,�ff CLP��'��` � � I I I W O O� I I I U N (n � NJ H I d Q> Q I� Q Y � � N m I I � a - 3 o � � Z Z � vJ � � W Q U Q z �J Q �^ � � I..L Q � LL z � w�LL�' J a w w oaQ� � Za w a a � _ a. � SF�EET NUMf3ER 3 � _£ >E NORTH CAROLINA DEPARTMENT OF DIVISION OF HIGHWAYS Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". LIS'T OF PIPES', END WALLS', ETC. (FOR PIPES' 48 INCHES' � UNDER) J � 0 ENDWALLS W a w m ABBREVIATIONS � m - ? � � F Z? 0 � O w z o 0 o J R.C. PIPE Z� � J� M FRAME, ? � > > a � CLASS III STD.838.01 � o� Q�+ GRATES, C.B. CATCH BASIN z � w w > � cn �� AND HOOD LL F V J J J � OR " O z Q � N.D,I, NARROW DROP INLET w � "� "' w t� ~ a STANDARD w � a � ... STD.838.11 � ti w DROP INLET � � �" j w O (UNLESS � 840.03 � o ? D.I. GRATED DROP INLET � z � NOTED o � v G.D.I. (NARROW SLOT) OTHERWISE) LIN, � � r � G.D.I.(N.S.) �UNCTION BOX � � N U � �•B• MANHOLE 12" 15" 18" 24" 30" 36" 42" 48" CU.YARDS A FT. B � � � J � M•H• TRAFFICBEARINGDROP 0 o a m � z T.B.D.I. INLET � � a V W o TRAFFIC BEARING = w � a rn o o T.B.J.B. IUNCTION BOX � o 0 o TYPE OF Y � � � U Q � a a � Q 00 � GRATE � � o 0 � � U tri = Q ao m O Q Q LL d' U U � Z � atf U r r W = a N U U � � H "' � � m E F G o 0 0 o REMARKS a .a U U c� z z 6 CB-1 CB-2 508.80 -- 502.02 0.010 34 1 2 1 1 6 CB-2 Culvert 508.80 501.68 501.18 0.037 84 1 3 1 1 6 HW-1 HW-2 508.50 -- 493.00 0.006 80 LF of 12'x9' RCBC 6 HW-1 HW-2 508.50 -- 496.00 0.006 80 LF of9'x6' RCBC 6 H W-2 -- 508.90 492.53 -- -- 6 HW-2 -- 508.90 495.53 -- -- - 2 5 - 2 2 � � o Know whaPs belOw. Call before you dig. � � o wo = o=�� ,� a a = �� ^ �,} � o�� Q� >�o� � ��a� � Yo ._ o� � � ' 2�QSo ESS � y9ay9 �: e - - =4 SEAL �= c - � 035665 = = 5 �rs S.FN 64'%Fe c �� .�.�E�"�O ,`�� '��'o�fF CLP�N�o�' � � i i i 00 0 � 'i i i wo N � o ,,� w � a� oN Q m Q� , m Y � � a _ 3 o � � G � � �r/� w vJ w W a `� Z Q � 0 } Q �J Q � Z Z a O Q �- z (� W � � � J a w w � w J Z � a Q � � Za w a � � SHE�T NUMf3ER 4 �_ � �E �� o� £ PAVEMENT SCHEDULE (PRELIMINARY PAVEMENT DESIGN) OPROP.APPROX.1.5"ASPHALT CONCRETESURFACE COURSE,TYPE '4 SF9.5A (SEE NOTE 1). OPROP.APPROX.2.0"ASPHALT CONCRETEINTERMEDIATECOURSE,TVPESF9.5A(SEE B NOTE i). O PROP. APPROX. 8.0" COMPACTED AGGREGATE BASE COURSE OR 4" BCBC TYPE B25.0B (SEE NOTE i ). Fj� 1'-6" CONCRETE VALLEY CURB AND GUTTER R2 2'-6" CONCRETE CURB AND GUTTER OCOMPACTED EARTH MATERIAL S1 PROPOSEDA"CONCRETESIDEWALK-2.00%MAXCROSSSLOPE � ` NOTES: = 1. PER TOWN OF WAXHAW LAND DEVELOPMENT STD. NO. 210.4, TYPICAL MINIMUM PAVEMENT SECTION. EXISTING GROUND � EXISTING GROUND � - -: _ EXISTING GROUND � EXISTING GROUND � � -L- PRESCOT GLEN PARKWAY � 3•� 2.0' 5.0' 5.0' 2% 15'-15.7' 15'-16' PROFILE POINT VARIES VARIES _ I 5.0' 5.0' 2 �, 2% � �� TYPICAL SECTION NO. 1 -L- STA 11 +85 TO STA 12+25 -L- STA 12+25 TO STA 12+45 (CURB TRANSITION) 3•1 � -L- PRESCOT GLEN PARKWAY � 2 �, 5.0' 5.0' 3•� 2% �.• 1 �•. 15.0' 2% I 1 5.0' 5.0' 5.0' 2 �, 3� I 2% 20�0 / TYPICAL SECTION NO. 2 -L- STA 12+45 TO STA 15+67 fEXISTING GROUND fEXISTING GROUND fEXISTING GROUND fEXISTING GROUND � � o Know whaPs belOw. Call before you dig. z 0 � ... � O wo i o��U ^ Qa z M� ^ �,} � o�� Q� >�o� _ ��a� � � ._ o� � � ' 20QSo E53 � y'•ty9 �: R q• - =4 SEAL �_ - � 035665 = " 5 �rs S.FN 64'%Fe c �� .�.�E�"�O ,`�� '��'o�fF CLP�N�o�' � � i i 00 0 � �I i i wo N � o ,,� w � r arn a� Q o N m a� i Y � � a _ 3 O � V / O H w � J U � H } z j J � Q � U U Q�zz � p Q �- z �N w � � L.1� J a w w � w J Z � a Q � � Za w�/ a Q L.1_ _ � � SHE�T NUMf3ER 5 _ � \ a � \ s �J � - � � - \ . 516 SF CtASS I RIP - � PRdSCOTHOMtOWNERS -\� \APX1T'THICK� � ° ASSOCIATION,INC. \ t � � DB 53a0, PG 847 �� STA.t2+0500 �1 _ A FINAi PUi. PRESOi SWIM CLUB � OFF,27.46LT� � _ CPB J, FILE 401 � al � iE �I. �� OFE2250LT \ STA:ti�97.95 — JdFF27.99'E.T� �� TIETOEXISTINGSIDEWALK� STA:11+9826 � OFF23.02'LT� Y 20' MILL AND OVERLAV -� TIE TO EXISTING C&G -� STA:t 1 i85.00 OFF:15.Z1'� %� BEGIN CONSTRUCTION STA:1 �+g5.00 1�+50 _ --� �.-.._-_ =SC"j�' P�I V �I""�j OF'wP� ��+oo -. 4.., �a�� R�GN a i � �� \ \ ^ \ � � \ � ' \ V �� A � � \ \ \ � \ \ ��\ � ��/ \ \ \ \ � i � \\ I.O��ANNUAL CHANCE �- � � � � FL00 .LAIN BOIINDARY � � � \ (s3� Na� io) , 0� ,. A \ \ � � � � BAIVK OF AMBRICA \ � \ \ \� � - \� \� FlNAL PIAT OB PRE COPGGLEN PARKWAY / \ � � � � V �'' V \ N.c. Hwr ie aono eicHT-ov-wnv � � �,A y � " _ _ _ � V ACouiSirioNs �� \�Y>� � � �-�' GB1�,FlLESl9&580 � ��, , A � � \� Pnece� koe�esooan i. . � ;,. A �� ". � zoneo� R �(co) nNo o�s(ao) \ \ � \ \ � �A � V � A � �- �a-----,-- � A \ .' � � \\\ . ___ \ \ ; � � � \ �\\ y \ : � �\ ,,� _ \ \ � , '" \` ; i \ � \ \ � � � `ih � r � � 1 - \ : ^� �� \ \ \ \ \� \ \ \ - . \ �-� ___ ______________ \`. L '\ ��' �� \ \ __ � � \ � � ��` � f�.- � / i�\\ \� � - � � %` \ � \ I � —` F � �� \ \\�� 4=11"07'24" �� '�� 6TA:12+g8.�0 ' \ � \ R=600_00'� r,. .j. � \ \ A't�rX�,.'o _ _ __ �. � . i =o� n�� ` GRAPHIC SCALE IN FEET 0 10 20 40 NOTES: 1. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THEEASEMENTAREA.ANY OTHER OBJECTS WHICHIMPEDESTORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. PRESCO ,� °° P T GLEN �KwAY ,s.so 80' P�BIIC RIGH- i PB M, FILf 579 & 580AY � - END CONSTRUCTION - STA:i5+g4.20 . .... ,.,-. - OFF:0.00' � � � � � ALEXIS R. ALCANTAiL1, JR. AND \ \� � � OF . 77b RY �.� . \ REM(JVE PAVE�NT AND GUA AAW 487 SF CLASS I R'�, SPOUSE, 7&SS�CA .4LCANTARA \ DB 593], cG ]�e \ � REPL�ICE WITH ULL DEPTH � RAP X tY THICK LOi 91, PRESCOi SUB�ivi5i0N, \ �; PAVENyENT STA 1 O6 TO STA 15 3• PHASE II, MAP NII I � � -� cA8 L, FlLE 568 \ � � . � � PARCEL j�06i65i90 p1g,gdy�AL�A�C� � \ � \� �\ �J901 PRESCO� CLEN PARKWAY FLOO�PLAIN BOUNDpRyI � � \ zoNeo�. re-3 Peo(eo) (see Nore io) � l �� d ItYAN N.4UL B.4RKLCY AND SPOUSF„Fi,IZ.ARF,TH ANN BARK �B ]109. PG ]59 LOi 9S, PRESCOi SUBDIVISION, PHASE II, MAP VIII o CAB I, FILE 832 PARCEL �06165191 ` X]909 PRESGdi GLEN PARKWAY Q N ZONED_ R-3 PRD(C�) o ; � \ � � � _ £ — � j � �� — — \ — � \ � �� \ \\\�� \ \ \ � \\�� \ �\ �� , , ,� � E��, � � , � � � ; � , � � ,�� , _ _ - - � � , � ,�� \�,'�, � \� ` \ . �\�\� \ \ . � � � e � � ��\ � , � � �� ` � �",�� \ V �� . � ' �A � � � � � � � � / � PR&SCOTHOMEOWN6R5 ` �� \ i \ � � m - ASSOCIATION, INC. I � � � � \� DB 60]9, PG 382 G'1MAION OPEN SPACE. I \ \� 1 � \ \\� ^Y� f PRESCOt $UBDIVLSION, PHASE R, MAP VIII \ � �� \ / / i / / � GAB L FILE 568 ��, ��\�\\ PFRCEL �O61G51906 � I p9<ANNUAL C.h.1ANCE \ �\ � �� \� ZONED'. R-3 PRD(CD) F�_OO�PWN BOl1N)NFY �� \ �� \ ` (SEE N01E 10 \ � \ t� �� \ ... _......�. \ \ ��-�.� � ,. � � �%��Q � � �<, � � �� — �, , , �EX-ROW--��F��tnui— , n. � _ � � \ . � NEIL B. TULBERT AND WIFE,BRENDA D.TOLBERT OB 443. PG 659 PART OF LOi 9, PIAi SHOWING SECiION I, OlD HICKORV PARCEL �06165038 �'8003 PINE OAK ROAD ZONED�. R-3 \ \ \ � �` . . , .i �� F' rvt,iE �.o; � � \ � \ � \ � \ � � , �� , � , � , RANK OF AMF.RICA � . � DB 5625, PG 212 �� FINAL PLAi OF GRESCOi GLEN PARKI4AY � N_C � HWY i6 ROM RIGHi-0E-WAY AGQUISIiIONS \ � CAB M, VIIE 5]9 & 580 � Pnzce� qoeiesoo3n �� zomeo�. re-i(co) nNo ois(co) \ � � \ � � \ \ � /' \ \ \ \ � I.OR ANNIIAL CHANLYt ` LOODPLAIN BOUNOARI'� \ (SEE NOiE 10) � � \ \ � � � / \\ � � � �— \ \ � � � \ � \ \ � \ � \ \ . � �-ROW �� A \ :,.. E7C- � � x49 . __ ROW�� \ r�._ -- -� -- - � 11V ,� VARIABLE p�B� R� SR #1304 CAB M, FILE 579 & 580, CAB B, RLE OF WqY 2368, CAB C, FILE 219 STA:15+8420 OFF:19.55'RT TIE TO EXISTING SIDEWALK STA:15+g420 OFF24.37'RT STA:15+7420 LEGENDFOR PROPOSEDIMPROVEMENTS 10+00 pROPOSED CENTERLINE + PROPOSED 24" VALLEY CURB AND GUTTER PROPOSED30"CURBANDGUTTER <> PROPOSED HAND RAIL � PROPOSED PLANTING STRIP � PROPOSED SIDEWALK � PROPOSED CONCRETE/C&G PROPOSED FULL DEPTH PAVEMENT/SAWCUT �-� �� PROPOSED MILL AND OVERLAY � PROPOSED RIP RAP PROPOSED CONSTRUCTED RIFFLE W/ LOG SILL SDE PROPOSED STORM DRAINAGE EASEMENT — SE — PROPOSEDPERMANENTSIDEWALKEASEMENT e PROPOSEDTEMPORARYCONSTRUCTIONEASEMENT NCGS MONIINENT lINION HM53 NC GRID (NAD 83/2011) NORIHING 440 4]0.95 FEEi 'A571 G 1 ) �6�55 F � Know whaPs belOw. Call before you dig. � � O wo � � � � � ao z n � ^\ o � i � o F o � � r � o � � ��a� � o ■`�' o� v o i z 0 � ' 20QSo E53 � y'•ty9 �: R q• - =4 SEAL �_ - � 035665 = " 5 �rs S.FN 64'%Fe c �� .�.�E�"�O ,`�� '��'o�fF CLP�N�o�' � � I I I W O O� I I I p N cn p M �' I r a 6� 4 I� 4 r � (V m a � Y � � 3 o � Q J � � a � Q �J Q � z Z a O Q '^ LL � VNJ w � � L.1� J a w w � w J Z � a Q � � Za W�/ d L.L � SHE�T NUMF3ER 6 z � S x � O � 0 9 0 I � E E a 3 £ o „ � J � 524 $2Q 5�6 512 508 504 500 496 492 aea LOW POINT EL V: 509.13 LOW POINT STA: 13+76.56 PVI STA:13 45.90 PVI ELEV: 09.00 AD:iJ � K: 57. 6 99.96 /C oa � orn oN m � ui� �rn m,n am � ,� �o ro o + Nm +m ��n O M O � UI lJ N L.1 > d UU CJU d » » m m W W � m °J 0 4 p , m O = d N n O µM 2� �p �o ac�i ��no�n �ri�oNo N+��n.. fn�no = rn�o � ^ ?o Nf�?O x��» XF¢-g» WNKZZ -L39% w �n � z z I 0.339 RAIS MH, SEE SHEET 0 UE — I �— STA:12+13.48 DEPTH AND SI E UNKNOWN STA:12+01.25 _ `F IOF EX151 a P�� DEPhI AND SI UNKNOWN PROP. 18" f2CP STA:13+76i58 INVATXINi :501.850 PROP.9'X6' CBC STA:12��962 INV AT XING 495.765 PROP. - 2'X9' RCBC S A:12+81.55 :5T7&5_ .. - 12" DI STA:12 28.39 INV AT XING:493.579 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 PROFILE - PRESCOT GLEN PARKWAY Hor. Scale:1"=20' Vert. Scale: 1"=2' 15+00 15+50 16+00 vz� szo z O > � 516 � � O wo � � � � � Q o Z 512 I' o ^\ o � i � o F o � � Y tt � � � �v�ia 3 � Yo •`�' O� 508 Y � ' 2�QSo ESS � y9ay9 �: x - - =4 SEAL �= c � 035665 �� 504 o9�'p�'ti;Y�.�.�E�"Pf0 ` '��'o�fF CLP��'��` � � i i 00 0 � �I i i w p N cn p M �' I r arn aI� a r o N m a � S � � 3 500 � `a' W J � � 496 ^ L.L � Q � � 492 O LL } z Q � J Y Q 48a � U U Q � Z Z aoQ �- Z (/j W � � � J a w w � � J � aaa ~ a Q � 50 , O Z � � � o � d Q _ � � Know whaPs belOW. sHE�� NUMQER Call before you dig. 7 o= E �E �I. �a z � s = £ 516 p O N O � 00 � � O ia w� Nmo Na 512 + o m m inoo� N±o,'�'n �f a �� a3 ' � ic~ii�- 3�p� zcn�? 508 PROP.B" VC WTR 504 500 -- 80 LF OF 12'X9' RCBC p.ggq, 496 ------- ---_,.,� ----�. � 492 �— 24' SS INV:491.082 488 484 482 516 516 0 0 00 F � � W� � Z N a�o N�Oin 512 ' ' N�� w a.o'n—. - - 512 a N �n a �F3� ia3.. ��? iN�z 508 508 PROP. 8" PV WTR 504 504 500 500 �� \ ,�' --� � �� \ r -- 80 F OF 9'X6' RC � 0.59% � \ / I \ �� \ � / � � � \ � � � A � � / A � � 1 496 � — 496 � � \ � ' — � �� ------- � � _, � � � � � 492 -- . ' � 492 INN490.91 488 488 z 0 > � � � O wo � � � � � ao z n � ^\ o � i � o F o � � r � o � � �v�ia 3 � Yo •`�' O� v o � ' 20QSo E53 � y'•ty9 �: R q• - =4 SEAL �_ - � 035665 = " 5 �rs S.FN 64'%Fe c �� E�"� O ;' '��'o�fF CLP��'��` � � i i i wo o � �I i i p N cn p M �' I r arn aI� Q o N m a � S � � 3 O W J L.L 0 � � 'Wn V Q Z QN I..V � Q z �J Q � U U Q Z Z 484 484 � � Q �- z (/� w�WLL� J a w w aa2 aa2 (� w J Z 100+00 100+50 101+00 101+50 102+00 102+50 103+00 200+00 PROFILE - CULVERT "A" Hor. Scale:l"=20' Vert. Scale: 1"=2' 200+50 201+00 201+50 202+p0 PROFILE - CULVERT "B" Hor. Scaie:1"=20' Vert. Scale: 1"=2' 202+50 203+00 � a U � 0 a � � za � o � � a _ � � Know whaPs belOW. sHE�� NUMQER Call before you dig. $ z 0 > � o= � �E �I. �. �! 516 0 0 0 0 � mo �o 0 0 00 00 512 N - � N o� �� ,_o �� o�mo oa o zNOF: zN �i_ �O t� ?O IQ IQ' Ql 1- � > m r » / 508 - - � / � / \ > � � �o �� U O � � � �N� / � � Q+n ROP. 8" PVC WTR / \ � � °J � � a 504 zQ� / � am- i � / 3 LF OF / 78� / RP�7.009, A / / � / � 0F �q„ RCp / � .3� / 500 � � � � � �, � ,-_ � i i � i � PROP 9'X6' RCBC 496 INV:495.658 I I I I PROP. i'X9' RCBC � INV:492. 58 I � � 492 488 488 22+00 �g+50 20+00 20+50 21+p0 PROFILE - CB-1 TO CULVERT B Hor. Scale:1"=20' Vert. Scale: 1"=2' 21+50 516 512 508 504 500 M96 :S:YJ � � o Know whaPs belOw. Call before you dig. � � O wo � � � � � ao z n � ^\ o � i � o F o � � r � o � � �v�a 3 � o •`�' O� v o � ' 20QSo E53 � y'•ty9 �: R q• - =4 SEAL �_ - � 035665 = " 5 �rs S.FN 64'%Fe c �� .�.�E�"�O ,`�� '��'o�fF CLP�N�o�' � � i i 00 0 � �I i i w p N cn p M �' I r arn a� Q o N m a � Y � � _ 3 O W J L.L 0 � � 'Wn V Q Z Q � 0 } z Q �J Q � U U Q � Z Z a O Q �- Z � W � � � J a w w � w J Z � a Q � � Za w a a � _ � � SHE�T NUMF3ER 9 30+50 31+00 31+50 32+00 32+30 PROFILE - EXISTING STORM Hor. Scale:l"=20' Vert. Scale: t"=2. PRESCOTHOMFAWNERS \ � �� \ �R �� R � � � � .45SOCIATTON, INC. \ � �\ � � �� `\ � \'� . \ \ oe ssaa. vc aa� �� '� / �"�% � ' � A �; ��(V ` � ......� A FINAL PUi�. PRESOi SWIM CLUB �� - ' \` � CAB J, FILE 401 � -- -- --- � � �� \ i� T \ �y�� .. , \ \ p�eoo aeescar c�eN PAercwnv � RAISE MH TO GRADE PER .. - ..'� � �� \ � \\ ; �n .,(�� PARCEL�osi6528� � UCPWSTANDARDS ,-' S6E -- �-- 5oE 806 ��- �� -�� \ \\ \ \ ZONE��. R-S PRD(C�) \ _ i i _ _E. � � � � � \ \ \ \ \\ � � \ \ �� - � , i � j,i�/c_R� \ \ � �\ �\ \\ � \ �'F��F,�� , �� ' i �� (dfx�� , V � � _ \ � , .. �' � �.�� :� � �> e � e � - F .� . � � � �� y�6 \- � -. � \ \ - _ ' .�� .` .�, . X-�OW EX-ROW .sa) EX-ROW� �� i�(q 1 EX �4!� ��_ROW� - _ - µ0'N ��` C� �� _ � m-r��r - t2 Y Y�gg�l�� o� WP� ��oo �� P�B�\C R\ 5 9& 580 /� -- a0 F"—E�� M� P� . / � EX-R� _ _.. . � �� . R�W ., vu,c�_ _ . iEX� : �\��/ /� \ \ a � \ \ \ E �� _ £ CARLOS CiAR('I.4 �8 ]048, PG OIO LOi 92 PRESCOi SUBDIVISION, PHASE II, MAP NII CAB L FILE 568 PARCEL j�06165190A �]905 PRES�i GLEN PARKWFY ZONED- R-S PRD(CD) \ LOCATE AND REMOVE EXISTING WL J � CAP OR PLUG. / / \STA:70+07.93 J CONNECT TO EXISTING WATER LWE � \ \ ALF.XiS R 4I. ('ANTARA, 1R. AND SPOUSE,JESSICA ALCANTARA �B 593] PG ]]8 LOi 91 PRESCOT SUB�IVISiON, PHASC II, MAP VIII � CAB L, FILE 568 � PARGEL MO6i65i90 �]901 PRESCOi GLEN PARKWAY \ ZONE�- R-S PRD(CD) L�_� � s..,_ �..,: .i j F F.��- — � �F, � � _ _ � �, PRES _ �, `��' �°° pARKTGLEN _ ��' _ - 80' P g(l LIC RIGw� -EX ROW �� --- . --- H PB M, FILE 5 9T & g80AY EX-ROW � ��.. � - �T�.,�.,� tc �'ROW� � -. � � - R0� � - -- � _- ; - � � ---- � . - Eie�s; EX_R �� „ � � �� 00� � V\ A�V � \ V � �� 1 1 �� 1�, , \ \ \ \ � � � � � V - i r�r� � - �` � � � ,id i I � � \ \ . �'�il'I .. .. �r�. , . OW�._ - ��. � �. � • .. _ ' �- „ - - `---- EX-ROW_ � a+pp �ORTti GRAPHIC SCALE IN FEET 0 10 20 40 �—, - � � � � ,,�� , � _ — _ ... . '.< . . . ' EX-ROW_ -, ' -t - ,k, � . , _.., � -- � _ �� .�� ,_ - _ � -. . � RAISE MH TO GRADE PER -�-� ' 15 Op'' ~"�� UCPW STANDARDS .EX�Royl�. - . �.... � `�� . � � �� T \ .. � ',. . � ' ----- V � �� \ R(ks) E% - - � , -ROW _ EX-ROW—�'�'� � ---- - � ��a \ \ � 1\ d ' '� . EX-ROW \�\ \\\\ � ,. . o� \\ \ _ ' \ � � `'� � �a� - -- . _. -f�(1� � `\ INSTALLRE9TRAINEDJOINT \� � `� �� \ � INSTALL 267 LF RESTRAINED JOINT ' \ �\� � \ 8-INCH AS ° BEND AND THRUST \ F � ��+ '� �`�� 5� 8-INCH SDR 18 PVC WATER LINE SDE '. sy_ o�� \� � BLOCK PER DETAIL. \ \ �1 \�� c �\ = /� i �1�.^Yi � � � � \ � �� \ . ' . I I \ � � . � \\ \ �\ \ � \ � \ �\�� i � I �� IN9TALL RESTRAINED JOINT yr � � ° _ � / \\ \ . 8-INCH 45�BENDANDTHRUST \ � � `� �\ : � � �/ � � V BLOCK PER DETAIL � � � � 1,� __.____ I \ . � \ € \ � \ \ � \ � \ �\ . i , \ � � � ; �\ � CONNECT TO EXISTING WATER LINE LOCATE AND REMOVE EXISTING CAP OR PLUG AND 2-INCH BLOW OFF AND VENT PIPE ASSEMBLY. NOTES, L CONTRACTOR TO FIELD VERIFY EXISTING 8-INCH WATER LINE LOCATION, MATERIAL, AND PIPE CLA55 PRIOR TO ORDERING FITTINGS AND PIPE. 2. ALL NEW WATER LINE SHALL BE RESTRAINED JOINT. 3. VERIFY EXISTING VALVES ARE COMPLETELY CLOSED PRIOR TO REMOVING CAPS OR PLUGS. 4. ALL WATER MAINS AND SERVICES AND THEIR TESTING TO BE CONSTRUCTE� AND COMPLETED IN ACCORDANCE WITH UNION COUNTY PUBLIC WORKS (UCPW) STANDARDS. 5. ADJUST ALL MANHOLE RIMS TO GRADE PER UCPW STANDARD SPEGFICATIONS AND DETAILS. o � � � �rtOi 512 + a n ri oi � ^ +o + +a Gi PROPOSED GRADE � � � � � x LOCATE AND CONNECT TO � m � ln w EXISTING WATER LINE Q, Q Q �n F- �n � ti x in a vi in w l- 508 - � 3-FT MIN. E%IST U SEPARATION (SIZE A D DEPhI UNK.) soa EXIST. WATER LINE PROPOSED 267 LF 8" SDR 18 PVC WATER LINE LOCATE AND CONNECT TO EXISTING WATER LINE EXIST. WATER LINE EXISTING GRADE 500 PRO . 9'X6' RCBC INV: 95.893 496 PR P. 12'X9' RCBC INV: 92.893 12" DIP INV: 493.675 492 492 73+00 �_ £ 70+00 70+50 71+00 71+50 PROFILE - WATER LINE Hor. Scale�1"=20' Vert. Scale: 1"=2' 72+00 72+50 i72 i08 soa i00 iFZ7 � � o Know whaPs belOw. Call before you dig. z 0 > � L N Q wo = o=�� ao�z n� ^� a i } ��] � � o Y �i/ w � � � � �v�a 3 � o� •`�' O� v o � �.�°tN "CA R0� �'�. :`� oPf�E53 /�`.�L �: : 2�eot 0,�; 9 ; � i4 SE1LL �_ 04M42 :,�9v0 �wN61 N��'JSV �. .,�'f�"E' PP . � � I I V � �� I I I w p N cn p M �' I r arn a� Q o N m a� i Y � � a _ 3 O � Z Q Z w � � J � � O � �^ � LL J � � } z Q �J Q � U U Q � Z Z a O Q �- z (� W � � � J a w w C�wJZ � a Q � � Za W d a � _ � � SHE�T NUMf3ER 10 � iE _ L�VJISTURBED EARTH � /� � L � � - �JiJ_k��_-'� i � E � ITCi BA�KS ,.,'.,l _, t f, , - i,l ., aL'.22 ii2° 111/2` - DITCH BANK � � Coh;�C �� ,� ,. _ I i ,... I ' . -., � ��-- JhLISiJ�BD SART`I UNION COUNTY PUBLI( WORKS DEPARTMENT ,.NI�N CC'J�TY. NC JITiF L " B KS i i �i -. i i i i M �' e . . ,�" L�_�EiE \ � //� �/ 6 ° D i �� JI CH AI BP\R;S I4 PLAN T`_` CONTRA',TOR SHALL USE T'E RC�S'0 _ P' � i: fS� �'��:� s_rJPE.CRTI�a_E�I�'s � _ t \/ . .r, \ '0 f��Gl . �, i. • �.. .. UNDISTl,48=D'_ARTN� � � �- ____ -- —�� F--�-_ I� ,_!�T �L��_� � ��. 1/4" r;o- E „ � i.. JL!.M[T°F PRE-CASI R. Pl'v S.-i? �_L B E FLACEJ nCllNL� EkCH VALVE BCX. 7V� BOTTOM .;.'F''�,�: TY�_) � 3/S" 1/4' � �1/2., 3/b"� <<��„ � -7•��'� 5/16'�--j-� i � �- " � S 1; �+ c � , I 1VT i�_ w0 � i_�; E�i Si + ; .PD DET4i II �.CJPTY BL'C`dORkS CEPAP.TMENT �` 'V/ , I,...., .T _ y � I.� �_ . _d:F:l�- F ;'-FGLLF 111/4° BEND 22 V2° 6E�'�C -� 9EfJD ==ESD "�E CS PR _�_ - PIPE SI_7t L H L F L H 1 IPS I� 3 1�' s., 1' 6 i F' r 1 0 ^. �' ^, � 6 �� ., < �'0 f.., �0,. 16 , '6• �2 _ 1'_ � ��0 9" 0 � � � 1 c" 3��' 3 9 3' � b' 6 3'6' �� ,,. � � 1 S�� J�. 3 3��, .G�' 3� �'0 u, ,o zo� oo ;'s�� ra� sb s�a 3:� 1a. 3.�,. �._�., 4.�,. 3�. 4,6�. �,g�� 6��., 3,9,. y,6. u �,p. 2,6., 5.$., 3,5.. 6,��, w,3„ 6'S" >'0' SO ;:iu' 16-. 3.p,. 2,4. 5,�,. �,�„ �,�. 4�3. �.�.. 3.�.. b.z,. 3.y.. 6,5 __ 8.0. -hBJST BI OCK �IMFUSIOIiS 3ASrC J� SDII RFhRING CAPA(IT'� CF 2000 PS E AND A WATER TEST PRESSURE OF iS0 P S I S�.. i-_S� BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CA� ��.C. f�� CF SOIL VARIES. PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST DLOC �-.'�f. PORTION OF PIPE BEIN6 ANCHORED. ALL CON(RETE TNRUST BLO(KS SHALL BE 2500 P.S.L (ONCPE-E IiAXIMUM VERTI(AL �EFLECTION SNALL BE 2 1�2°. ;OINTS SHALL REMAIN FR . _ '.CV` ._. _. ., - .1-'. C': REFLACEMENT OFl01NTS. � I` I J��'�:C Jl IBI_C `h'4� .. _. ,. „ _ � '.. �' _�,.�r I I I�� I I_{ I L�_II -',TI ��,I r I ' E,t�, �Cir �C�;r s.G � �Ea,,:. . � 0 �� -�� 0 � V LY; I� .. .�_ �� , l :, =�-' _ _ -. L= �L � PA 7F:N / . =1 � il� � __ , =:TF,��r � _�t � � I�� S 1.=5 �i4:1`.� ;, �. I-.i i�, I'�. L�vER/�L I�0 i I �i �: J L i _' �E FROM EXISTIN6 BLOW OF , i. r.E'ry Sf" 1 N FOR ILL N ESIN6 AND STERIL1Z1N6 NEW MA V. _:ONNECiOR LINE TO BE ASSEMBLED WITH RPZ AND METER BY CO�T. ,-.�,. PPJD TO 8E OPERATED AND INDEPENDENT OF EXISTING MAIN 3LOIXIN6 ON EXISIING LME NOT TO BE �ISTURBEO- .. �� FIIJAL CONNECTION TO EXISTING MAIN TO BE MADE ONLY AFTER TOT;.'�.. PROIECT IS ACCEPTE� BY UNION COUNTY PUBLIC WORKS. :- VAWES DN EXISTING SYSTEM TO BE OPERATE� BY UCPW FORCES C� ;. SNLY ONE CONNECTION WILL BE ALLOWED BETWEEN THE EHISTMG> iEM AND THE NEW (ONSTRUCTION UNTIL TFSTING AN� DISINFECTION IS r - f - 5' OR 8" DIpME'ER FIPE=LO',F �: STUB 12'" GR 16" DIAMEiER PIP ". _` F S I U3 STANDAR� DE i ? �_ .,NION COJt.Tr ?UBLIC tiO�KS DEPA :T^tN- ,� � _ ��7 � '� � 'I;`t f ^.i .. _ .; � ��I � _ � ._� � � � �� . ._. � - —. _, � � o Know whaPs belOw. Call before you dig. z 0 � � � O wo � � � � �a o z _ n � ^\ o � } � o F o � � r � o � � �v�ia 3 � Yo •`�' O� v o � �.�°tN "CA R0� �'�. :`� oPf�E53 /�`.�L �: : 2�eot 0,�; 9 ; � i4 SE1LL �_ 04M42 :,�9v0 �wN61 N��'JSV �. .,�'f�"E' PP . � � i i 00 0 � �I i i wo N � o ,,� w � r arn a� Q o N m a� i Y � � a _ 3 O � V / J � � � � J � � Q z �J Q � U U Q � z Z � � Q �- z �N w � � L.1� J a w w Z � a Q � � Za w a a � _ � � SHE�T NUMf3ER 11 � iE THREE COURSfS OF _ �, _ ' f ar �:Nr,sMaxinun � } �a vy',f, �. 1 � SiRFIGHT WALL OF M.F i0 BE LOCATED DVEn I^I...��,� � 5' - 0" FOR PIPES OVER 18" 4 ' - 0" ; OR PIPES � � iH' & SNrALER �� .. , ... . „rn_.. �.dir i E r.�,,- _ RUSi��GLEUM 9335 ABOVC GP.ADF. 9578 BELOW GRADE - 9373 PRIMER �.,(} ,.. T f C �ii- �iAPs - 0' 0._ H<l;M B..S[ 3/4" x 3" S S ANCHOR Li5 PER SiaAP ��zeciC ,v.��..',7a GfNERAL NOiES� �11 iR0110f-NASTICANOA6"Ek7�RNAI.l01Ni/SEAM' RA2�'STALLEDONEACFIMANHOLESFC210� I21 MANHO�E VANUM TESTING - AFiER ERCN MANNOL_ IS'NSTALLED AN� ALL PIPES ARE CONNE[TE�, BUT BEFORE BACKfiLLING iHC:9ANHOLE S1 �_L 6C �IACJUM _�-- ALL PIPES ENTERING THE MANHOLE SHALL BE PLU6GED AWD BRACEO. THE CONiRACTOR Si1ALLFURNISH nLL MnTERALS, LABCRnND E�UIPMENi NECESSARY TO PERFCRM 1 " � P< THE TESTING. A VANUM OF 101NCHE5 OF MERCURY SH,J_i BE CR�0.TE0 LN iHE �.�.,I�E OF i�t MANHOLE �- i HE Vp_I,UM OF i01�Ch'ES �f MEP._UZY, i HE: UM. HALL BE STOPPEU AND THE TIME SHALL BE MEASt1RE� FOR iHE VANUM i0 DROP � 9INCHfS fAI URE OF THE TFST SHALL BE ANY AMOI,fvT OF TIMC LCSS ThIAN THE FO�LO�J I:�� 4 FT. DIAMETER MANHOLE = 60 SECONDS 5 FT. DIAMETER MANHOLE = 75 SE(ONOS 6 FT. DIAMEiER MANHOLE = 90 SECONOS 7 FT. �IAMEiER MANHOLE = 1�5 SECON�S B FT.OIAMEiER MANHOLE = iP0 SECONOS 10 FT. DIAMETER MANHOLE = 750 SECONDS UPON TESi FAILURE, THE CONTRACTOR SHALL REPAIR Att LEA;tS AND REiEST THE MANHOLE UNTIL THE TEST HAS PASSED. UNION (OUNTY PUBLIC WORKS DEPARTMENT �N��N ��NTY. N.�. MANHO�� 1 �i� �— 1 I/4' RAISED LETTERING (RECESSE➢ FLUSH> (2) CNM L�CKS SEE DETAiI Ica� i� czsmm� nin HOLES �N 29 3/4' O <�Sbwn) HCiLT QRCLE. <2) ttOSE➢ PICKHOLES (2) CAM LOCKS 3/a' (l9nm) LETTERS (RECESSE➢ FWSH> BOTTOM VIEW 5/e'-11 % 3 3/4' LG SS PEM' BOLT C2 REQ'D) 1 ]/8' J S/8' SS [48mn]� I FINT WASHER I5/8' RUBBER WNSHER 180' � nnn� 5/e' SS 5/8' HIX ZN FLHT VASHER NYLOCK NUT HR/SS I.➢CK �UG (SHOR1� <2 RE�'➢) sia� HEx zN _ zao• JAM NI1T C6nn] CAM & GASKET GROOVE DETAIL 2' - 71/4 7' - 713I4" � P - ii 1/2" 11/2., 2 1/8" �„ MIN. �,. 1' 101/4" ---� 4 3 4'I � 43/8" 2'-01/2" — L 3/B" 7/2., 2' - 9 1/4" (U.S. FOUNDRY - 669, VUICAN -1384 OR EQUAL) NOTES i. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLU6GING AIIOWED. 2. MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVER. 3. PROVI�E 2 CLOSED PICKHOLES 4. MINIMUM WEIGHTS: COVER - 95 LBS. RING - 790 LBS. S. ALL MANHOLE RWfiS OUT OF ROA� PoGHT OF WAY SHALL BE BOLTED INTO MANHOLE WITH 5/8" �IAMETER KWIK BOIT STUD ANCHOR SYSTEM. HILTI BRAND OR APPROVED EQUAL. UNION COUNTY PUBLIC WORKS �EPARTMENT J^'YVry"V V"„" SCALE� 9 A �N�oN�a�NTY.N�. RING & COVER FOR SEALED MANHOLES DA�E �_� 14' RPtSEll 1 t iF2S4G � .RuC.`cS�ED t�t1Sn. � C2) k' <25�,,e� il1A. N�IES � �� , O •O (1�7 i �) t 5: n; sliA `/ ^ � NqIES CN 29 3/n�� 55. T 3�]LT C RCLE. � � J {_ � �a� z� �� _� � 13rim1 4 d � NOT�S: 1. AL: � ASTIN65 TQ B€ FREE FRf1F; SG.NO NpLES. NO RLUCGI�6 AI.LQWE�. 2. M�C'rf�9E ALL tQ*;TAC I SOR'rAC_a 6CTWFfN Fi IG t NO COVcR. �. PP.DVIDE TWD VCNT NCLEStfV COJtR, i' OfA. tAPCRtD TO 9-?I8"�flN REVCPSE nI�E. !�. ?41N�MUM rvt��NTS LOtiER - 12C L85 PING 79� LBS. S. A� M-NHOL� Ri'va� Ot; i 6F RCA➢ R{GNT OF 4lAY SHALL BE BOLTEO Itd �0 MA��NOLE WI?H 5/E" �lAMFTER KWIK BUtT STUD AN€HtiR 5Y§T€�i. tiii TI BkAND Oft APr�ROVED @QtIAL. �` '� -•� � . `� � ui0h C6UN1'Y pU6�lfC WORNS R'EPRRTMENT p , �`�� . (. �` �" UVIOd 00^!TY h.C. � i I�� I � C`,` �. U V I_ � � � � o Know whaPs belOw. Call before you dig. � � O wo � � � � �a o z �� o /'� w � } � o F o � � r � o � � �v�ia 3 � Yo •`�' o� v o � Z O � �.�°tN "CA R0� �'�. :`� oPf�E53 /�`.�L �: : 2�eot 0,�; 9 ; � i4 SE1LL �_ 04M42 :,�9v0 �wN61 N��'JSV �. .,�'f�"E' PP . � � i i 00 0 � �I i i wo N � o ,,� w � r arn a� Q o N m a� i Y � � a _ 3 O � V / J Q � W 0 / � � � Q �J Q � U U Q � Z Z a O Q �- z (� w�WLL� J a w w C�w�Z � a Q � � Za w a � � SHE�T NUMF3ER 12 z � _ x � 4U S FOUNt�RY - 664, VI�.EAW = Ti�4 OR'€4UAlj _ � � �` � a � oo� \ \ oo� � � f:`�c', i � / �� 0 Y \ �� a � � . � � ,. � � � � � .. � - � � � � - . .. . � „ _ PRESCOTHOMEOWNERS � � - \. \ ASSOCIATIOlV, INC. DB 5340, PG 84] '� n FiNnl PLai�. PRESOi Swir� CLUB 700 GRAM COIR MATTING�TYP) o � CB J, FlLE a01 � � �']900 PRESCOi GIEN PARKWAY � � PARCEL �06i6528] ZONED�. R-S PR�(CD) \ _ �_ , \ i � " � v� � T �f � ( �� /�� / � 1`_09 ANNUAL CHANCE F�ocoPiniN eounonav ---- d''% (SEE NOiE 10) y J� 0.23 P1NU �+.ANCE --- � � tt o c ,LOO�P N B U ]A^n� -i � w 9 � 0 0 � �; 1--- W�`'��EX-ROW� � "_ v -� ��R� _.. � " - - --- " -- ��- , 0 0 . ,._.. . . I CQ� � �� O + YR Y PR�� oF WP� 11 00 �_ --..-,-_ _,---�-- cPUg G R� 5 9& 5Bp' i� � e� M F\�6 � _ � , o P � � � �— EX-ROW�- �--1 o � � ,c- n � � - - �W „onzee� - - - �,R �� l .' s .': �' : ��. � � • r :. .SOO:� .:. � � � � �� scss4s�,��.�i•�s '�`S'al� � � � �, ,-� � � � � � � � � � � � � � � �' � � �� ' � ,� �� i.a� sNNun� cHnNCE y � � V \ � F�oo uiu eouNonar � � � � � \ (sB�,Na�io) � - \ y � � ��" �� BANK OF AMBRiCA � \ \ � •. , �� F �� DB 5625 PG 211 � � � FlNn� pinr oF vaeseor c�eN anauwnv / � � � A� �� V \ N.c. nwr ia eono eicnr oF wnr � � \ � � . � acomsinoNs V� ' ': O \ � \ r�\ �� \ � / \ CAB IA , FILE 5J9 & 580 . A � V A � anece� Noeiesoa3n � � � � ,. A A � zaNeo� e-iCco7 nNo o�s(co) � i. � � . � . .�,.:: �� A A \ � � � \ \ '\ \ \ � - .; � � �,\ \ \ \ - �:- \ ` _.= i � 9 \ � ' � �' � \ �\ �� \ �� \ � \ \ `�-,-��_ � .��, \ \ �,4'+•' 6DE � o � \ \ F �� \ \ �, � � � > � � ,�r �\ V � � �_�.,� ` \ \ � \ � � � � � ♦ X- OW EX-ROW � \ \ f \ F � F � J F .�.... . .EX-RQW�—� � �I'�--� �' — ��, — T� � �OIG I �. � . .�-J-- IN; � :fX�ROyV � \ \ \ t \ � � \ E 1 � . . . . . . . .. . . . . . - --�- - � . � �.. ..... _ .�_— \ ,.. N�RrH GRAPHIC SCALE IN FEET 0 10 20 40 \ � on nNNun� cNnNce v�_000�uN . o uonav �� (see n�cr. ��o? FILTER BAG INLET PROTECTION (TYP) LEGEND FOR EROSION CONTROL LOD UMITS OF DISTURBANCE �--�F TEMPORARY DOUBLE ROW SILT FENCE FILTER BAG INLET PROTECTION ■ PUMPAROUND � 700 GRAM COIR MATTING j�/ TEMPORARY ROCKSILT CHECK � � \ ------ ��— ,a.�o F _ _ — ---� � _ _ � _ -_-= .. � � _ -�».,,,,.,,,,_ ` - �� 75+p� �� --�--_......__,_�.._ -- _ -�-� - _ �� _ �� k �� o � � � F —t�'�---�..� r ,, -ROW � \. � __ � -- . . �" _e ri' �� / � \ ��' � . � .-,! . \ \ �� ,' � : a �. :"; :' � .t';'.: \ � F � ::��• � � � � ` .. w a f� ��'�� . � � . .�, :' : '- . �ry.i' =..: �� F � . � �� . - o � \ � \ `' � � : A s •� � : N � f . � _ . � \ ' . • • 9 �� F � LO \ \ � t� � � 5 SO�• P9e S SDE ••� �SDE �- �_ ,. � \ l \ �� i ' . . ml. @J f � O �^ o' o ; E _ � \ 41 LXIS R Af.CANTARA.IR.?.NU \� \i, � \ . � SPOUSE, JFSSICA ALCANTARA - � �\ _� � � (;ARL()S CiARCIA \ p6 593], PG ]]8 �\ °� . \ DB �048 PG 010 LOi 91, PRESCOT SUB�IVISION, � � LOi 92 PRESCCi SUB�IVISION, PHASE II, MAP VIII I � �� \�� PHASE I MAP VIII \ CAB L FlLE 568 �.I \ � �� CAB L FILE 568 � � � \\� \ ' ` � anace� Moeieseon � anrece� Hos��si90 o.z�ennv�\ � V 1 � _ \ � � �]905 PRESCAi GLEN PARKWAY �7901 PRESCOi GLEN PARKWAY ROODPLAIN BOUNDARY � '�\ ^ QO � ZONED- R-3 PRD(CD) \ ZONED- R-3 PRD(CD) � (SEE NOTE 10) �V \\ \ V � r\ . \ \ t�� _ � \ \ � � \ \ \� �. \\ . � . \ �` � o.z9 nNrvun� cHnNCE � � \ \� �R�qs l \ `� �4 \ \�\�\\\ \�� , \ ��000auw eoun�r� � � V / �� ' � � �\U (senoreio) � � - -- � �A � . �VAV� A\�� \ / — — \ p � \ �\\\ \\\ �� d � \ � � ��\�� \ \ \ FRr�RJ �./ �� ' �@� \ \ \ \\�\ � \\��\ x �� / / �\ � \ I \ �� '� , ��\ � � \ \ \ v , i A v � � �� , � � e � � � � � \ , F RYAN PAUL BARKLEY AND � � PRF.SCOT HOMCOWNF.RS � � \\ \ � � . \ � � SPOUSE. ELIZABP.,TH ANN BARK. Y ASSOCIATION, INC, � �� ' , DB ]209. PG ]69 Oq. / DB 60]9, PG 382 � � � � \ � ,�\ �c9 � LOi 93, PRESCO� SUBDIVISIOK �4� L COMMON OPEN SPACE, � \ � � �s � PHASE II, uAP VIII PRESCOi SUBDIVISION, PHASE Il, AIAP VIII \ � �� V GAB I FlLE 832 \ CAB L FlLE 568 I l �� \��\ �� Pnece� qasissei cnece� koeies9oa ..o� arytiva� cnau� �,A � ��A � �]909 PRESCOi GLEN PARKWAY \ ZONED'. R-3 PRp(CD) F �pDPIAIN BOUNDARY � ', � \ \� ��\ � (SEE NOiE 1�) � ..,,� �` ,� zoNeo_ e-a Peo(co) \ . \ '. �. . � � - . - RIPARIAN SEED MIX (30 Ibs/acre) COMMOM NAME BOTANICAL NAME PERCENT MIX BLACKEYED SUSAN Rvd6eckia hirta 25 SOFT RUSH Juncvs effwsv,s 15 DEERTONGUE Pa�n,�,cu clan.destanum 10 PARTRIDGE PEA Chamaecrista fascicvlata ip PENNSYVALNIA SEDGE Carex pen.syvaniea 5 RIVER OATS Chasm¢nthium latifo6iu�n � 5 BROOMSEDGE Andropogon virginicus 5 GOLDEN TICKSEED Coreopstis tinctorti¢ 5 LITTLE BLUESTEM Schizachyriuvn scop¢num 5 SWITCHGRASS Panticum varqatwm 5 SIDEOATS GRAMA Boutelova curtipendvla 10 \ � \ � \ � � V �� A � �\ \ � \� � � � � � �\ \ \ � � -- �t � _ � -------- � � � � \ � 02iANUA. .`FNC \ FLOOOPLAIN BGUNDAR/ � � � (SEE NOiE 10) � � \ \ \ � PROPOSED PUMP AROUND OPERATION: \� � CONTRACTOR TO DNERT CLEAN WATER � � AROUNDWORKAREAANDDISCHARGE � � INTO CLEAN WATER IN A NON-EROSIVF, � � MANNER PER THE DETAIL ON SHEET D8\ � � \ � BANK OP AMERICA � DB 5625 PG 212 ��f \ FINAL PUi OF PRESCOI GLEN PARKWAY / N_G C � \ HWY 16 R0.D RIGHi-0E-WAY ACQUISITIONS \ \ CAB M, FlLE 5I9 & 580 � PARCEL �06165003A \� � ZONED�. R-1(CD) AND OIS(CD) \ � � � � � � � / � \ \ � \ 1.0% ANNIIAI CHANCA � LOODPLAIN BOl1NDNRY� � �EE NOiE 10) � � � \ � \ \ � \ � I —EX-ROW� o L +\m pRESCO �s•oo T GLEN � a° KW� I_ PB M, FILE 579 & 58pAY 0 ��R9lV ROW SILT FENCE (TYP) NOTES 1) ALL DISTURBED AREAS TO BE PLANIED W17H TEMPORARY SEED MIX. 2) ALL DISTURBED CHANNEL BANKS TO BE PLANTED WITH RIPARIAN SEED MIX. 3) ALL AREAS OUTSIDE CHANNELS�BANKS TO BE PLANTED WITH TURF-TYPE FGSCUE AT 6 LBS. P6R 1000 SF. CON?RAC?OR TO PROVIDE SOfL TESiING FOR SOIL AMMENDMENiS. �� o Know whaPs belOw. Call before you dig. L O wo � � �� a o z M � � I r � o F o � � r � o � _ ��a� � o0 ■`�' o� v o i z 0 � ' 2�QSo ESS � y9ay9 �: x - - =4 SEAL �= c � 035665 = = Fti 5 '�9��'Y�.�.�E�"Pf0 `� '��'o�fF CLP��'��` � � I I I wo o � �I i i p N cn p M �' I r a 6� 4 I� 4 r � (V m a� Y � � 3 O � J � Z O Z J � a O W � Q �J Q � U U Q�zz aoQ �- z (� W � � � J a w w C�wJZ � a Q � � Za w�/ a L.L � SHE�T NUMf3ER 13 U z 3 S x � � E TRUCK ENTRANCE 14-12A 36"x36" � \ � \ oo / �l � � \ �o "': r � 0 � \ : d ,,, � t � r� ^ .a�« R � �«, ` � � , � a8 X,0" � � RQAC po"` , CLOS�D _ � z � ow= -YNC. I BARRICA7L � _ QO'1�� - f G� . �( QR R�aAoe-W"� �� - � - 80 �`� ;0.�GN�' h90� � : _:: ¢Q-.: �p0 � 2�� €X-RQ1 ,�pa0� /f�X�iIOW _ - _ :: � �/ � � R� � � � ��6J�E0 yy; �� N�� ,o.Eoa, °°� � o�[ror�� \ \ \ � \ caNs�uc¶oN T�—, \ A��$ 48"x48" ONLY / \ V � � p :\ � ` nao�> A � zox[¢ a-� rqo(ro�� \ \ �EX�ROW � �O� � �' \\ V HQ�� w � s�s�� pn � �_ . � � i � \ � A � �� ', � A V �� A p0 � � � \ ....;::.. �� T� � .:r:;::r:E�:::. � � � . . . �� r:::� �.:. , h:7:_;ii:�:,i;i`:: �, �:4., ... � � \ O �> � � � ' 1 � \ � � � � �x ... � � V A � � _ ..- .�, �Eo_ . �e �"�.,� i � � V � � A \ � � \� � � \� \\� \ R I�jnnoaN�J \ f. A��:: �o A�� ` �� _. A . ` �-"V �� ". A , � �t '� � �� . � � ��ooi�� .AF^ .�'� � \ � :t' � � � °O> ' �� 3^��`' EX—ROW�'d�'�`E-X_RgW �\ \� ""'� -�F- k3 ��V°M1� ��M 1� ^��,� CONSTR�CiI Tc—� ACCESS aa"xaa" ON�Y 14+00 -� �T -�- -+�_ �- � _- _ 7.S+p� .,,.,."""'^---.;.: . • .. . . . . � �I� / � \ � '� �� LOD � �::, � � i a�u � �' \ .;; \ � � rv. � C � �:::�:� � \ �� zoHm R-� mcmoi � \ � �`� � � '.-.. � �� p i A \` 'V �' \ �� A� � ��A � �� w �� 'i�\ _ -- �'� � 1 � m�y� � �, � � � \ � � \ \ \ � � \ � ^ \ � � \ P�cs� �w �i� \ � � \ \ j � \ aEu a-� Pwtco� � �� \ � � \ EX-ROW� , , '�\ � � / `\ . \ �� _ � � \ \ V A \ \ \ \ V A V A V A \ \ V A V A V A \ \ � � ran�euu \ \ x�, �°� u�:, �v�wMc � \ �°�� i ns > sw A A tte� Pac emw. � \ �,m. a ��mr uo ��n� � _ � V �� \ \ \ \ \ \ \ V A � \ � � \ \ \ \ \ \ \ \ \ \ \ \ EX-ROW�� -^-rtVjY� �� i �� "- % , � a'. � � �". ._ \ P�E � - - -, A ��Ro��o'rs.A�� <,� K ROA� SR #1304 � ;� � , '/ARIABLE PUBLIC RICHT- CAB M� FlLE 579 & 580, CAB B, FllE ..«a .,°�30�°.. OF-Wqy 236B, CqB � FILE p�g _ ;��.,... � N�RTN GRAPHIC SCALE IN FEET 0 15 30 60 TRUCK W14_12A ENTRANCE 36"x36" �i '0p pRFsc�T GLE�r 1 8 RR MA�� \B M. qLE S7B @ 580Ay _ 1%+0� 79 �� R�'-2 48"X30" R�A� I I � �,_� IY�L J- 3�dhP`CAL'- NOTES: 1. DISTANCES BASED ON POSTED SPEED LIMIT OF 25 MPH AND BEING TOWN MAINTAINED. 2. TEMPORARY DRNEWAY TO BE REMOVED UPON COMPLETION OF PROJECT. CONTRACTOR TO RETURN DISTURBED AREA TO ORIGINAL OR BETTER CONDITION. 3. TEMPORARY DRNEWAY MUST BE REMOVED WITHIN 3 DAYS AFTER CONSTRUCTION HAS BEEN COMPLETED. 4. CLEAR SITE DISTANCES DETERMINED BY LIDAR CONTOURS. � � o Know whaPs belOw. Call before you dig. � � O wo � � � � � ao�z M� �\ o�r � � � o z � w � � � � ��a� � o •`�' O� v o � z 0 � ' 20QSo E53 � y'•ty9 �: Q �• - - =4 SEAL = c - � 035665 = = 5 �rs S.FN 64'%Fe c ,'�oo�fF CLP�N�� :.`, � � I I I V � �� II I I w p N cn p M �' I r arn a� a > o N m a � Y � � _ 3 O � J � H O � Ua � � Q � H � Q �J Q � U U Q � Z Z aoQ �- Z (/j W � � � J a w w � w J Z � a Q � � Za w a � � SHE�T NUMf3ER 14 � z � _ x � _ j E t/2" RaDi115 6�� 2 0" .�� I } qqp �5 � 1/2' Rn0i�5 Rq � � t/B' RFDIUS � � �' IUS i/e' ww s s I � STANDARD 2'-6" CURB AND GUTTER �''•s� 1'-6" STANDARD CURB AND GUTTER T�6 I �'aaous6� ��6 I a'wwus6..� io2 FT Ff A3 Ff/ _Ff � � � � �z._o.� 03 Ff/R 2'-0" STANDARD CURB & GUTTER �� SLOPE FOR VARIABLE SUPERELEVATION RATES NOT TO SCAL T0�9N OF YYAXHAW LAND DEVELOPMENT STANDARDS STA N DAR D C U R B A N D G U TT E R �� 1. ALL CONCRETE TO BE 3600 P.5.1. COMPRESSIVE STRENGTH. 2. ttPE OF PIPE TO BE USED IS 1-5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GNLVANIZED. 3. ALL JOIMS TO HAVE A 1/2" FlLLEf WELD AT ALL JOINTS. 4. AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEPTHER ENAMEL. 5. SEE DEfAIL ]01.1 FOR WARRANTS NOT TO SCALE TOiYN OF WAXHAW LAND DEVELOPMENT STANDARDS SA F ETY RAIL ki- io rcEr w �oNciruoiun� sccnoH �/a�i/a��/a�i/a �� A B C o v BACK OF CURB ^ I FACE OF WRB� F± B i�. LIP OF GUTfER/EOP PLAN VIEW � t/z' �� .. a � �/a^� .. ._. ,,z- __� ° �-, ;,z- SECTION A-A SECTION B-B SECTION C-C NOTES: 1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS. NOT TO Tornv oF waxxnw CURB TRANSITION IAND DEVELOPMENT STANDARDS 2'6" CURB AND GUTTER TO 2'-0" VALLEY GUTTER�n� WARRANTS STHNDARD SAFEfY RHIL (ST�. �']00.1) SHALL BE INSTALLE� UNDER ANV OF THE FOLLOWING CIRCUMSTANCES IN BOTH NEW GONSTRUCTION NND IN REfHOFRi1NG OR RECONSTRUCTION OF EXISTING ROADWAYS OR SITES: 1. WHEN THE CULVERT CROSSING pETAIL APPLIES. 2. IF THERE IS A 7W0 FOOT OR GREATER �ROPOFf WITHIN 2 FEEf OF TH EDGE OF THE SI�EWALK (SEE DIAGR4M A). 3. IF THERE IS A 1-FOOT OR LARGER DROPOFF DIRECTLY ADJACENT TO THE SIDEWALK EDGE (SEE DIAGRHM B). 4. AT THE TOP OF ANV �ROPOFF WITHIN THE PE�ESTRIAN CLEAR ZONE OR WHERE PEDESTRIANS CAN REASONABLY BE EXPECTED IN THE VIqNIT'. 5. AT THE �IRECTION OF DEVELOPMENT SERVICES STAFF BASE� ON FIELD CONOITIONS. DEFINITIONS . DROPOFF — A SLOPE OF 2:1 OR STEEPER. EXHMPLES INCLU�E HFA�WALLS, REfAINING WALLS, ANO CULVERTS. • PEDESTRIAN CLEAR ZONE -- 10 FEET OF ANY COMBINATION Of SiDEWnLK, SLOPE. AND SnOULDER SLOPED AT 8:1 OR FLATfER. SIDEWHLK DOES NOT NEED TO BE PRESENT. • SI�EWALK -- FOR PURPOSES OF THIS STANDARD, THE TERM "SIDEWALK" IS USED GENERICALLY AN� SHALL MEAN ANY PATH OR SURFACE TO BE USE� FOR BICYCLE AN�/OR PE�ESTRIAN TRANSPORTATION. EXAMPLES INCLU�E, BUT ARE NOT LIMITED T0, SIDEWALKS. BIKE PATHS, SHARED-USE PATHS, PEDESTRIAN PATHS, AND GREENWAYS. TOYPN OF WAXHAW LAND DEVELOPMENT STA] �SAFEIY RAIL ~ _ 2 FT. / OR � O�(T SIDEWALK GREATER tis.�,�' - -� - DIAGRAM A SLOPED DROPOFF AT BACK OF SI�EWALK * iF vERTiC4L DROPOFF i5 LE55 TNaN SAFETY RAIL � FOOT. 54FET' RAIL MAY NOT BE WARRANTED. INSTEAD, THE EDGE OF SI�EWPLK MUST BE MARNED WITH fi" WIOE YELLOW PAINT LINE. 10' PAST OROPOFF IN E4CH �IRECTION ALONG THE SI�EIVALK. 1 Ff. � OR SIDEWALK GREATER� RETAINING WALL - � - - OR STEP DIAGRAM B VERTICAL DROPOFF AT BACK OF SI�EWALK SAFETY RAIL WARRANTS NOT TO SCALE 2'-0" VALLEY GUTTER 1�-6�� MEDIAN CURB AND GUTTEft wwius z ,I 1/R' RAolu.l � 9� �� I/e" RADIUS I � �i'es'� i/e�wwius �9' s�a' I Ve' eaows 1'-6" MOUNTABLE CURB AND GUTTER �. l .Nc oe.rlovucxr scirvcEs oernmu[ur. Eo ar j a/o• iu 1 L � �i -s � TO1PN OF WA}�iAW DEVELOPMENT STANDARDS C U R B A N D G U TT E R NOT � � o Know whaPs belOw. Call before you dig. i � O wo � � � � ^ Qa = n� ^ o�} � O F o � � r � o � � ��a� � Yo �`�' O� v o � N z 0 > � , �.•�tN,CARpt�'�. : 2o��FESS j0�q y9:� - ' 4 SEAL �_ z 035665 = " ` :v�,'s,1N 60%f e c ,'�oo�fF CLP�N�� :.`, � � i i i 00 0 � 'i i i w N (/1 O �w � r a 6� a I� Q � (V m Q � I Y � � a _ 3 O � t/ / J Q � W 0 � Q �J Q � U U Q � Z Z aoQ �- Z (/j W � � � J a w w � w J Z � a Q � � Za w a � � SHEET NUMf3ER D1 � z � _ x � A B C � . o z 0 > � _ ? i E _ j � _ £ p V A � C� �' � o'c' `� oi9_ f f �f '` �\` � \`� 38.0' -L- (PRESCOT) � -L- (PRESCOT) STA_12+97.46, 36JiRT STA�.13+12.U, 36JiRT N:440115.8078 N:440123.0213 E147�568.331C E:1471581.1545 4ScBEVELED EDGES ON TOP AND HW-1 (FACING DOWNSTREAM) NOT TO SCALE HEADWALL DETAIL 'O�OSFD GRAD�. \ � �� . of f � s. r � \ �� (PRESQOT) STA� 12+80-36, 36.69LT N_ 440� 71.401 2 EE 1471517.447 2 �� PROPOSED GRAI P � � N� ff �c �' �G �� PRESOOT) STA 12+65.65, 36.69LT N�.440164_1877 E �. � 471504.6� 77 HW-2 (FACING UPSTR NOT TO SCALE NOTES: ASSUMED LIVE LOAD .. ... ... .__HL-93 DESIGN FILL HEIGHT ..... ....8 FT. MAX. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE ._.._._____2,000 P51 1. CONTRACTOR SHALL DESIGN AND PROVIDE PRECAST REINFORCED CONCRETE CULVERT AND WINGWALLS IN ACCORDANCE WITH SPECIAL PROVISIONS. 2 FOR GEOTECHNICAL INFORMATION, SEE GEOTECHNICAL REPORT FROM BOYLE CONSULTING ENGWEERS DATED DECEMBER 13, 2018. THE REQUIRED NET ALLOWABLE BEARING CAPACITY AND BEARING CONDITIONS NOTED IN THE REPORT SHALL BE CONFlRMED PRIOR TO THE PLACEMENT OF THE PRECAST CULVERT. 3. SEE SHEET 6 FOR CULVERT PLAN, SEE SHEET 8 FOR CULVERT PROFILES. 4_ THE CONTRACTOR SHALL STAKE OUT THE LENGTH OF CULVERT FOR ENGINEER REVIEW PRIOR TO ORDERING PRECAST_ 5. PRECAS7 BOX CULVERT SHALL BE DESIGNED TO ACCOMMODATE 1�2" DIFFERENTIAL SETTLEMENT AT JOINTS. 6_ CONTRACTOR SHALL MAINTAIN THE ALIGNMENTS OF THE PRECAST CULVERT SECTIONS DURING BACKFILL. Z CONTRACTOR SHALL INCLUDE DETAILS FOR 3" DIA. WEEP HOLES AT 10 FT_ MAX. SPACING IN SHOP DRAWINGS. THE WEEP HOLES SHALL BE APPROXIMATELY 6" ABOVE NORMAL STREAM FLOW. q78 STONE FILLED POROUS BAGS SHALL BE PLACED IN FRONT OF EACH WEEP HOLE. CONTRACTOR MUST VERIFY WFORMATION PROVIDED_ 8_ ANY TEMPORARY SHORING REQUIRED FOR THE COIVSTRUCTION OF THE CULVERT SHALL NOT BE PAID FOR AS A SEPERATE ITEM, BUT SHALL BE INCIDENTAL TO OiHER CULVERT QUANTITIES. 9. TOP BEVELED EDGES TO BE 0.042 OF THE BOX CULVERT HEIGHT AND SIDE BEVELED EDGES TO BE 0.042 OF THE BOX CULVERT WIDTH. � NOT TO SCALE , 0 Know whaPs belOw. Call before you dig. � � O wo � � � � � ao z n� ^\ o � i � o F o � � r � o � � �v�ia 3 � Yo •`�' O� v o � N ' 20QSo E53 � y'•ty9 �: R q• - =4 SEAL �_ - � 035665 = " 5 �rs S.FN 64'%Fe c �� .�.�E�"�O ,`�� '��'o�fF CLP�N�o�' � � i i i 00 0 � �I i i wo N � o ,,� w � r arn a� Q o N m a� i Y � � a _ 3 O � V / J Q � W 0 Q �J Q � U U Q � z Z a O Q �- z �N w � � L.1� J a w w � w J Z � a Q � � Za w a � � SHEET NUMF3ER D2 z � _ x � Ct-iANNEL MATERIAL USED AS �ILLER iN CULVERT�� CFIANNEL MATGRIAL USED�AS FI!1CR W CULVERT�� } _ m 6 £ HfAD 0� SEC PLANS I=OR EL�VATION � 0 RiF"F�E �' > FLOW HEADER LOG, T1P. SEE PRORLE � "f0E OF RIFPLF_ - .�.,�.� � FOR ELEVATION �FIFri .- �/� _ ___— � � - POOL — � ...�f;' z° � " � BED SECTION A-A i�Nc�uoi c�5� sTo�E a�N� 2' Mnx. �� NATURAL CHANNEL 2' MIN. EXCAVATED POOL � £ MAiERIAL, 72" DEEP z O wo - NONWOVEN GEOTEXTILE FABRIC, TYP. T o=,� � NAL FILTER FABRIC TO BACK OF LOG, SEE �� CONS�BUC.T RIF.LE WI?H 1_0' DEEP PROJECi SPECIAL PROVISIONS � aoo � z GRADATION OF �"-72' RiP-RAP, AND _ �� COIR F'BER APPROXIMATELY 109 SI'iCKS, BRANCHES ^` a W �� - MAT?ING (1YP) 0.2� MIN. LESS THAN 4" IN LIIAMETCR, AND LEA� � z w - PACK. o F ^ � SECTION A—A � w � � � � ��a� � o roP oF � � � BANK \ �TOE OF SLOPE ■ � � _ � � �� -�SECURE COIR MATTING � � ; UNDER RIP RAP, SEE 3ECTION B-B oErai� sNEEr oa � � °H„CARp • �'�,OQS fESSipy�9�: � � 2 fQ0 yqt 9 � g � - 4 SEAL �_ w F . : _ � � � � � 035665 � : � CONSTRUCT RIFFLE WITH l.0' �'9'rO�.,:YN��EF"�'fOe� Y E DEEP GRADATION OF 1'-12" � z' � � z ��'y�FF CLP��•'`• RIP-RAP, AND APPROXIMATELY q z � � z 10% STICKS, BRANCHES LE55 - - �� THAN 4" IN DIAMETER, AND LEAF PACK. O TOE OF �AN�S 1"-t2" WELL GRAUED MIX �� WCLUDWG p57 STONE AND o"� � �I i i NATURAL CHANNEL MATERIAL,� o o z = 12" DEEP o � I �' A � Q � Q TOP OF� �� r z°� � I 3 BANK � H�A� OF i KEY I;VTO OANK A MW�MUM o a _ A RIEFLE � � a i3 % � v. � i �� o w � B I � � � � .. B � � - .. . . . _ 0 -_ � � � IO 5EE ` BOULDERS i0 BE BURRIED AND _ _ _ rnBLE � �� PLACED AT END OF LOGS _ n � �� RIFFLE �� :, VJ i _ I �� /I O (SEE 8"-17' DIAMETER LOG J PLAN/PROFILE ._, FOR BOULDERS TO BE BUPoED � — -- AND PLACED AT EDGE OF ( ' — — � — LENGTH E-L' h/ I � PO�JL WATER PARTIALLY INTO H i THE BANK _ \ i � � ADD 4 TO 6 12"-18"� �� POOL EXCAVATED PER PROFILE OR � - BOULDERS INTO RIFFLES. I '�-O DIRECTION OF ENGINEER A WRAP 0.2' UP `OF_ 0� StOPE - PLACE RANDOMLY AND AT Ii I VARYING HEIGHTS 0-2' TO ` �� - � o aoovE easE F�ow. A PLAN VIEW �A ZOF. OF F j RiFF�E } z PLAN VIEW j Q DESiGN DATA I � - RocK �eNc1� PeR P�nN � U U a p z (� CONSTRUCTED RIFFLE LOG SILL J a w z G � Not to Scale �� J � Not to Scale �— a a � � z Q � � za � o w a Q � _ � f °- � £ Know what's belOW. sHEEr NUMQER Call before you dig. D3 E ml �1 ol. z g TOG' OF BAN'4� � 2 STREAM BED� FRONT VIEW � I I _�__ —_ i "01' OF BAN�-� I � I I I ��[3a5� C� S fR`cAM TOP VIEW CROSS SECTION MAINTENANCE: INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIRCANT (�INCH OR GREATER) RAWFALL EVENT AND REPAIR IMMEDIATEIY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM CORRECT AL� DAMAGE IMMEDIATELY.IF SIGNIFlCANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKE SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER N THAT PORTION OF THE CHANNEL CHANNTELS)6.31, RIPRAP-LWE AND PAVED REMOVE SEDIMENT ACWMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CRO55 SECTION. NOTES: 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW. 2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. SiEEL POST SILT FENCE GEOTEXTILE FABRIC o . I a z M j 5 'r �,� GRADE � � � �8" MIN. COVER � OVER SKIRT" N ANCHOR SKIRT AS DIRF_CTED BY ENGINEER* SIDE VIEW 6' MAX. W/0 WIRE VARIABLE AS DIRECTED BY ENGINEER SILT :-EtdP- -q43:�.i; NSTALLEC TO S�-CON7 `N�'R- �RON TC:� `ABRIC 8" DOW=\ ANJ 4" FORWARD ALONG `RCNCI-I MAINTENANCE: II! NSPECT SEDIMENT FENCES AT LEAST ONCE A RADE WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. II�� SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. � REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. REMOVE ALL FENCING MATERIAL AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. FRONT VIEW ' FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 STONE FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN. TEMPORARY ROCK SILT CHECK/CHECK DAM Not to Scale i� TEMPORARY SILT FENCE Not to Scale NOTES: 1. BOTTOM TWO ROWS OF MATTING ON EACH BANK WILL BE 700 GRAM OR EQUIVALENT, ALL MATTING ABOVE CAN BE 400 GRAM OR EQUIVALENT COIR FIBER MATTING BACKFILL 18" (TYP.) 1.5' HMIN. :0 2 � I � ¢ 7� � �� M SFDIMENT CONTROL STRUCiURAL SiONE sroNE (#s oR p5�) (s"—iz' RiP �n�) FLOODPLAIN/EXISTING GROUND ANCHORS ON 3' CENTERS 6" MIN ANCHORS CN i' CENTERS IN TRENCH - MATTWG SHALL BE PLACED IN TRENCH AND BACKFILLED STREAM BED NOt to SCal2 TYPICAL CROSS SECTION EXTEND MATTING BELOW TOE OF SLOPE AND KEY INTO STREAMBED MIN. LO' MATTWG IN TRENCH oia�crioN OF FyLOW ANCHCR TRENCH ON i' CENTERS ANCHOR OVERLAP �ON 1' CENTERS � I 6" OVERLAY (MIN.) PLAN VIEW ANCHORS ON 3' CENTERS ANCFiORS (TYP) ANCHORS INTO STREAM BED ON i_0' CFNTERS MAINTENANCE: 1. INSPECT ALL EROSION CONTROL MATTING PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR DISLOCATION OR FAILURE. WHEN EROSION IS OBSERVED, APPLY ADDITIONAL MATTING. IF WASHOUT OCCURS, REPAIR THE SLOPE AND/OR GRADE, RESEED, REPLANT, AND REINSTALL MATTING. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. 2" X 2" (NOMINAL) WOO�EN STAKE � _ � ANCHOR 2" X 2' (NOMINAL) WOODEN STAKE � � ro � STREAMBED ANCHOR Call before you dig. � � O wo � � � � � ao z n � ^\ a i } � o F o � � r � o � � �v�ia� � o0 •`�' O� v o � 0 > � ' 20QSo E53 � y'•ty9 �: R q• - =4 SEAL �_ - � 035665 = " 5 �rs S.FN 64'%Fe c �� .�.�E�"�O ,`�� '��'o�fF CLP�N�o�' � � I I V � �� I I I w p N cn p M �' I r arn aI� Q o N m a � Y � � _ 3 O � J O � � Z (n OJ U Q Z � Op � O�/ I..1_ W � Q �J Q � z Z a O Q �- z (� w�WLL� J a w w � w J Z � a Q � � Za w a � � SHEET NUMF3ER D4 z � Q _ � �I- a? E ml �� ol. 0 o � � ' � GROUND � � II SURFACE � II J 45' TAPER J BUTT END LIVE S�TAKE DETAIL e P}' � 7 30' LIVE CUTTING (DORMANT) Np �2 ESTABLISHED PLANT SHOWN � FOR INFORMATION ONLV INSTALL SPLIT DEAD STOUT STAKES PER SPECIFICATIONS PLANTING TO TOP OF RIP RAP (TVP) EXISPNG GROUND NOTES: 1. IF USING WOVEN COIR FIBER MAT, INSTALL LONG STRAW MULCH BENEATH MAT. 2. 2.0' ON CENTERS. LIVE STAKE (IN EARTH) NOT TO SCALE n I i� LIVE STAKE I CATCF �_ _ `� Notto Scale � Not to Scale al Inspc��inns . .lviii� �u��l.lti �uU��uui� myuim�nun;a . s��,.„ , a�sn.,n.��„��n��u.; ��,-.ni . m�auu ,sdao�rts�w��re�d�e��s'�o„��mn�s��re:: naurv" � . �.��u�o��«��,��_.��.�n�:�.,dwni��,��-��iea�dnx e�„��.��<i,o��.��m�.,a:�«yp��tm��.�� : o��d. It .'�rnLw m�. h k ri fnr� y.: . I�.niluhl. up�m • Flu��rtnn'ii�ullv-o��uil�ihlcrvwrAr muy hc nuh�iii�n�A e<, ««. mr�„�o. s� �mpi�m��nna�orn��wr�rmuc��emo�: • r�ni��,n��n��.w��d�,m.u��o��ev.�»,��„n�� • �RPi� Folla�viiie �m��ously-permii�cu ��omliiions. lei. u��l�i�oiions n<e�iv�edpn� _..'.OII a o�d�i�oasof,rrN.zd��nnn�r��, ni�,r„n��.� ��.,i�n.�.a, _-.i�„>��i� �.. m � ,�� i��r ,��.�iidivo�e. fil Cuntl��iripf'Int:rnsinn@tietl�menivlfnnConlrolPlam�' Ocsignacion onif�c��leris +��M1cr. iM1e ] aoJ Il-tlny pir�uiid vt�36ilization res��iimmcnlv o�lhc TI'L1hS ��nn'il�i�Plv o�n��uno� o� in� pm�s.�n.•� i,�,��mm ��,p�yM�;in me ��v�iil��lmw�il n'yuirrvmu�ix nl'iM1c NYI]h'Y ��rmilw�c I��a1�Q rl n��iam�won.sr�a�m�� Nol��ro I1 J -.tu'iiis . rmdrni�s . o�d«,��a�.�sr„��e��r��o��a�.��,nio�o�,aom« .: I' J- f J�-' 1.� uni� iinlus �m i iii C I ��-� I k� I� I � Il �f. .� d�nxunlc�>n� e �iahl..il�rm.�i.�n��i�ilubl.'1 • foi �n�it,ii .ibc� �oll.lu ..�.��iJ �..n�+�i »,�i� _,��r ��.m W��en��iv.�� wn��.. . s� semR�em ua+i2� �. i.H� 1 �ehd� i �«.��,uri«c� I,�sJr:� �:Ic:.+ih I • ll�eunlyDWO-�I�p*��«�uauluoie. II3� GrvunJSfehilizatiun' P JiA.. r: d�«n.� ,d,�,� a�,�� msic � ulgn pi�'�rn� 4 I-I \ti ]Jxv, V t ) I J ir.i �.. ii „� s �w_.�,�. i� i i e�2 h��:i �enys � � t� ��_i. I� �ovy oic ��Ilox-e�. Si.P -i I or 1 d� �: '�i�i��r 11: itee I� d:�}rs c ihun 50 ( t �o i�„yin �Iluiliesur.�iir `y9RG I I t': i ia i.. �' v� � p d IlltiL :1 C � 1-. b � J b 1 . I.. i ��iifc��. I�.� � A�.i i�'�, i rni,� ��w�,�n�m�� n�.�«�wd.,.b.o E -I� � I . I iu� 'r i i ti tr� i� H � a, i��i .��w i � �.�n i � n c3 i�.� �. ri. i�i�wn e�� ! r�round � �nh�n 1{,u J I �.,] JnvK _ smia,n wa�tM u m I 6 S rv� r i d�< :�- a�. I J� I I I t � � 1 I�cr � _ h I � L 0 P d� rn� s n.nm� ��i�� ,� ,�oei,nia,�A �o�wni�. C h.- .� I 1 1.��1 I d'I'.mx'tam� ilr��n::ilsr i �nl�.�. n�. r�. cn'II�'il�mat'in ini. . Coi�rctertu�c��ls»uy�bcin�nuLlcA�oa�mdoonmct�ntl� .��r.ew,�« i a i � �I u�rna�g� m cEa u n w u . Nq I � PERMANENT SEEDWG OVERALL SITE SEEDWG SPRIGGING. AND SODDWG SEED ALL DISTURBED AREAS IN ACCORDANCE WITH LAWNS AND GRASSES SPECIFICATIONS AND L104 (SODDWG AND SPRIGGWG PLAN). PERMANENT SEEDING IN AREAS RECENING EROSION CONTROL MATTING PREPARE SEEDBED BY RIPPING, CHISELING, HARROWING, OR PLOWING TO DEPTH OF SIX INCHES 50 AS TO PRODUCE A LOOSE, FRIABLE SURFACE. REMOVE ALL STONES, BOULDERS, STUMPS, OR DEBRIS FROM THE SURFACE WHICH WOULD PROHIBIT GERMINATION OR PLANT GROWTH. INCORPORATE INTO THE SOIL 800 TO 1,000 POUNDS OF 10-10-10 FERTILIZER PLUS 500 POUNDS OF 20—PERCENT SUPERPHOSPHATE PER ACRE AND TWO TONS OF DOLOMITIC LIME PER ACRE UNLESS SOIL TESTS INDICATE THAT A LOWER RATE OF LIME CAN BE USED. SEE� AREA AND INSTALL EROSION CONTROL MATTING PER MANUFACTURER'S DETAIL. MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE AND EITHER CRIMP STRAW INTO SOIL OR TACK WITH LIQUID ASPHALT AT 400 GALLONS PER ACRE OR EMULSIFIED ASPHALT AT 300 GALLONS PER ACRE. PERMANENT SEEDING (NON—RIPARIAN) SEEDING MIXTURE "COOL SEASON" SEPTMEBER 1— FEBRUARY 28 SPECIES RATE Ib ACRE� SOFT RED WINTER WHEAT 50 TEMPORARY SEEDING LATE WMTER/EARLY SPRING SEEDING MIXTURE SPECIES RATE Ib ACRE RYE (GRAIN) 120 ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND COASTAL PLAIN, KOREAN IN MOUNTAINS) 50 OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SEEDING DATES MOUNTAINS — ABOVE 2500 FT: FEB. 15 — MAY 15 BELOW 2500 FT: FEB. 1— MAY 1 PIEDMONT — JAN. 1— MAY 1 COASTAL PLAIN—DEC. 1— APR. 15 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Ib/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 Ib ACRE 10-10-10 FERTILIZER. / MULCH APPLY 4 000 Ib ACRE STRAW. ANCHOR STRAW � BY TACKING WITH ASPHALT AT A RATE OF 0.10 GALLONS PER SQUARE YARD, NETTING SUCH AS LIGHTWEIGHT PLASTIC, COTTON, JUTE, WIRE, OR PAPER NETS STAPLED OVER THE MULCH ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS, OR A MULCH ANCHORING TOOL SUCH AS A DISK SET NEARLY STRAIGHT. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILRE, AND MULCH IMMEDIATELY FO OWING EROS ON OR OT ER D GE TEMPORARY SEEDING FALL SEEDING MIXTURE SPECIES RATE (Ib/ACRE� RYE (GRAIN) 120 SEEDING DATES MOUNTAINS—AUG. 15 — DEC.15 COASTAL PLAIN AND PIEDMONT—AUG. 15 — DEC. 30 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Ib/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 Ib/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 Ib/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT AT A RATE OF 0.10 GALLONS PER SQUARE YARD, NETTING SUCH AS LIGHTWEIGHT PLASTIC, COTTON, JUTE, WIRE, OR PAPER NETS STAPLED OVER THE MULCH ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS, OR A MULCH ANCHORWG TOOL SUCH AS A DISK SET NEARLY STRAIGHT. 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 50LB/ACRE KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. TEMPORARY SEEDING SUMMER SEEDING MIXTURE SPECIES RATE �ACREI GERMAN MILLET 40 IN THE PIEDMONT AND MOUNTAINS, A SMALL—STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 Ib/ACRE. SEEDING DATES MOUNTAINS—MAY 15 — AUG. 15 PIEDMONT—MAY 1 — AUG. 15 COASTAL PLAIN—APR. 15 — AUG. 15 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Ib/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 Ib/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 Ib/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT AT A RATE OF 0.10 GALLONS PER SQUARE YARD, NETTING SUCH AS LIGHTWEIGHT PLASTIC, COTTON, JUTE, WIRE, OR PAPER NETS STAPLED OVER THE MULCH ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS, OR A MULCH ANCHORING TOOL SUCH AS A DISK SET NEARLY STRAIGHT. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. -m �is«�� u.xinimi LL I H AMA . � � ,,,,,,pf RNIERA BERMUDA (HULLED) 25 �n�� II 11141� ,�^�. �,��^��in��^n�,�� RNIERA BERMUDA (UNHULLED) 25 SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND—DISTURBING ACTIVITIES ��`� _ "WqRM SEASON" MARCH 1— AUGUST 31 HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: SPECIES RATE (Ib/ACRE1 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 GERMAN, BROWN TOP, 50 GROUND COVER AS SOON AS PRACTICABLE BUTIN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE OR FOX TAIL MULLET LAST LAND—DISTURBING ACTIVITY. RIVIERA BERMUDA (HULLED) 50 ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH 'SEE SHEET 13 FOR RIPARIAN SEED MIX GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE �� NCDEQ STABILIZATION AND INSPECTION REQUIREMENTS �nsT �nNo—oisTURewc acTiviTY. Y Not to Scale FLAT TOP END LATERAL BUD — �� BARK RIDGE— SIDE BRANCH - REMOVED LOW SEASONAL J WATER TABLE RESTRAiNT \ � �^ � C� n GRATE�� 1" REBAR FOR BAG REMOVAL FROM INLET � D � FILTER BAG �� DUMPLOOPS DEFLECTOR I � � � CATCH BASIN o ^ n SECTI�N UUILtI NOTES: 1. INLET MAINTENANCE SHHLL BE DOCUMENTED IN PROJECT LOG BOOK. 2. FILTER TYPES SHALL BE APPROVE� BV THE CITV INSPECTOR PRIOR TO INSTALLATION. 3. FILTER BAGS MAV BE REMOVED WHEN SITE IS STABILIZE� AT THE DIRECTION OF THE ENGMEER. 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE. 5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASIS (NOT BE MORE h1AN HALF FULL AT ANY TIME). 6. FILTER BAGS SHALL NOT BE ALLOWED IN E%ISTING CITY OR DOT ROADS. Know whaPs .._�� . � � L O w O � � � � � aa,�z n � ^\ o � i � o F o � � r � o � � �v�ia� � o •`�' O� v o � O > � ' 20QSo E53 � y'•ty9 �: R q• - =4 SEAL �_ - � 035665 = " 5 �rs S.FN 64'%Fe c �� .�.�E�"�O ,`�� '��'o�fF CLP�N�o�' � � I I V � �� I I I w p N cn p M �' I r �rn aI� Q �. o N m < � Y � � _ 3 O � J ��/ L.I_ � Z (n OJ U Q Z � O Q V i ON I..V W Q �J Q � Z Z a O Q% /� LL ` VJ w �w LL �' J a w w � w J Z � a Q � � Za w a � � SHEET NUMF3ER D5 z � Q _ � F�ow A � �PONDED DRY WORK WATER _ _ _ _ AREA GEOTEXTILE DEWATERING OD DIRT BAG WITH STABILIZED OUTLET. TOP OF IMPERVIOUS DIKE , PLATE UPSTREAM SIDE OF = IMPERVIOUS DIKE WITH SANDBAGS, RIP RAP OR OTHER NON-ERODIBLE - MATERIA�, 1 FOOT THICK z � o x � � � _Wt x c� w 3 � N O s \ TRENCH IN FA-`�'RIC � MIN. i F00�` - FILTER FABRIC PER- N 9 SPECIFICATIONS a ? E ml �� ol. 0 00 � ' � _ £ PLAN VIEW TOP WIDTH 3.0' MIN. � BY-PASS PUMP OUTLET �WITH ENERGY DISSIPATOR, TYP. PLATE WITH IMPERVIOUS POLYETHYLENE MEMBRANE, 20 MIL THICK �IMPERVIOUS DIKE, TYP. DRY WORK AREA � �-EXISTING STREAM BED � CLASS - R.P h�,� OR OTHER HPPRC�D NON-ERODIBLE MATERIAL SECTION A-A � IMPERVIOUS DIKE 4xD A � A �� e�PUMP H SE WELL � N J_ GRAUED MI 8"-12' RIP RAP P AN o�PUMP HOSE GRADE�/ / FILTER FABRICJ SECTION A-A � I � I ��oi Im� ,�oo I / 1I�� j m I D �� I I I I O I I I 1 �\ \\� DEWATERING PUMP� I FOR SEDIMENT LADEN WAiER WITHIN WORK AREA EDGE OF� FLOODPLAIN, TYP. DRY WORK AREA TEMPORARY FLEXIBLE PUMP HOSE. TYP. � ENERGY DISSIPATOR PUMP OUTLET '\ \\� \ � �Q\ FA\ . / BYPASS PUMP FOR CLEAN UPSTREAM CHANNEL BASE FLOW BHG FOR APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. 2. INSTALL GEOTEXTILE DEWATERING DIRT BAG. AS APPROVED. 3. INSTALL BVPASS PUMP AND DEWATERING PUMP HND NECESSARV TEMPORHRY FLEXIBLE HOSE. CONNECT DEWATERING Pl1MP TO GEOTEXTI�E DEWATERING BAG. 4. PLHCE UPSIREAM IMPERVIOUS DIKE AND/OR COFFER DAMS TO ISOLATE TiE WORK AREH. BEGIN BVPA55 PUMPING FOR STREAM PUMP AROUNp OPERATION. 5. PLACE DOWNSTREHM IMPERVIOUS DME FOR STREAM PUMP AROUND OPERATION. BEGIN DEWATERING THE ISO�ATED WORK AREA. AREA TO BE DEWATERED SHALI BE EQUAL TO ONE DAV'S WORK. 6. PERFORM STREAM REPAIR WORK IN ACCORDANCE WITH THE PLANS. 7. EXCAVATE ANY ACCUMULHTED SILT AND DEWATER BEFORE REMOVAL OF IMPERNOUS DIKES NND/OR COFFER DAMS. REMOVE IMPERV10U5 DIKES. COFFER DAMS, PUMPS. AND TEMPORARV FLEXIBLE HOSE. (DOWNSiREAM IMPERVIOUS DIKES COFFER DAM FIRST). 8. PUMP AROUND AREA TO BE STABILIZE� WITH MATTING AT THE END OF EACH WORK DAV. THE IMPERVIOUS DIKE LOCATIONS AS SHOWN ON iH15 SHEET ONLY SHOW THE UPPER AND LOWER EXTENT OF WORK FOR EHCH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF THE IMPERVIOUS DIKE(5) FOR EACH DAYS WORK. 9. REMOVE DIRT BNG AND PROPERLV �ISPOSE OF CAPTURED SEDIMENT AND DIRT BAG. STABILIZE DISTURBED AREA WITH SEED AN� MULCH. �, ALL STREAM WORK TO BE PERFORMED "IN THE DRY" OUT OF STREAM FLOW EITHER BY PUMP-AROUND OR STREAM DIVERSION W1TH SILT CURTAIN. 2. IMPERVIOUS DIKES OR COFFER DAMS ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW. 3. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO hIE WORK. THIS INCLUDES PUMPS AND HOSES. 4. GRHDED STRENM BANKS SHALL BE STABILIZED, W1TH MATPNG, PRIOR TO PREDICTE� RAIN FALL EVENTS, UNLESS ALL RAIN EVENT F�OW CAN BE PUMPED AROUND FOR PREDICTED EVENT. 5. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWHTER THE WORK AREA. 6. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL NOTES. �DAILY CONSTRUCTION AREA TO BE STABILIZED BY THE END OF THE DAY. MAY VARYIti S17E FROM TOTAL WORK AREA- �\ FA\ EXISTING STREAM \ fA CHANNEL \ � \��/ \ Fp \ �` \ o O \ �\ STR @qs EqM Fp� � ��W _ FP � FP � FP - EXAMPLE OF PUMP-AROUND OPERATION FILL PORT WITH CAP INTERNAL STABILIZATION BAFFLE � FILL PiPE-�� 1. A WATER-INFLATED TEMPORARV DAM, OR APPROVE� EQUAL, SHALL BE USED FOR THE COFFER DAM. 2. DYNAMIC WATER HEIGHT CONDITIONS SHALL NOT EXCEED 75R OF h1E PROPERLY FILLED HEIGHT OF THE BARRIER. OR MANUFACTURER SPEQFICATIONS. 3. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OR MANUFACTURER'S TECHNICAL SPEqFICAPONS FOR THE COFFER DAM PRIOR io CONSTRUCTION. 4. THERE SHOULD BE A MINIMUM 7.0' OFFSET W�TH BETWEEN THE E�GE OF THE COFFER DAM AND h1E STREAM BANK TO DIVERT THE STREAM BASE FLOW. THE CONTRACTOR SHALL INCREASE THIS WIDTH AS NECESSARV TO INSURE THE SAFE PASSAGE OF SiRENM WATERS AROUND hiE WORK AREA. DR! WORK AREA w o �a OII WIT7-I CAP EXISTING MIN. COFFER STREAM WIDTH = 9.0' GRADE FRONT ELEVATION WATER SURFACE ELEVATION (WSE) OF DIVERTED STREAM BASE ROW. o�� INTERNAL STABILIZATION BAFFLE FILL PORT WITH CAP FILL PIPE FILL PORT WITH CAP, T1P LIFTING LOOP LIFTING LOOP (oPrioNn�) (oPrioNn�) THERMAL SEAL THERMAL SEAL DRAIN WITH CAP DRAIN WITH CAP \ `-DRAIN WITH CAP SIDE ELEVATION � EXAMPLE OF WATER FILLED COFFER DAM PUMP AROUND/DIVERSION DETAILS Not to Scale 7.0' MIN. OFFSET VIDTH FROM BAN� FILL PIPE uFriNc �ooF (oPrioNn�> SEWN iN SPOUT ��o DAm m � D A Ti�m o � � I IEDGE OF �FLOODPLAIN, TYP. �GEOTEXTILE DEWATERING �IRT BAG WITH STABILIZED OUTLET. O I COFFER DAM OR IMPERVIOUS DIKE, TYP. OO OO �DEWATERING PUMP FOR SEDIMENT LADEN WATER WITHIN WORK AREA,IF NEEDED TO CREATE A DRY WORK AREA II I DAILY CONSTRUCTION AREA TO BE STABILIZED BY THE END OF THE I DAY_ MAY VARY IN SIZE FROM TOTAL WORK AREA. m m�o � � �� -! m�o �I p\�\F � DRV WORK \ p� � AREA \ \ � EXISING STREAM� � � � TOE OF [3ANK, TYP_ \ � � TnP OF EXISTING \ \ � STREAM 6ANK, TYP_ � � STREAM DIVERSION AREA � SHOULD BE MOVED ACRO55 �\ SrREq THE CHANNEL AS ANY g�SE F �W STRUCTURES THAT SPAN THE CHANNEL ARE CONSTRUCTED \ SO THATIN-STREAM WORK IS ALWAYS CONSTRUCTED "IN THE DRY" MINIMUM REQUIRED BASE \ FLOW WIDTH FROM TOE � OOF BANK SLOPE \ � \ PUMP DISCHARGE GEOiEXiILE HOSE DEWATERING RLTER BAG HIGH SIRENGiH STRAPPING FOR SECURING SPOUT TO PUMP HOSE SILT CURTAIN, TYP.� SC SC EXAMPLE OF STREAM DIVERSION OPERATION H�N Ipzl � 3Qo w K � I �.� � �I.OW 1. GEOTE%TILE DEWATERING DIRT BAG DIMENSIONS ARE VARIABLE AND DEPENDENT ON SPECIFIC SITE CONSTRAINTS AND PROPOSED CONSTRUCPON OPERATIONS. 2. THE CONTRACTOR SHALL INSURE THAT THE DIRT BAG IS OF A SUFFIQENT SIZE AND STRENGTH TO PROPERLY DEWATER hiE PUMP HOSE INFLUENT. 3. DIRT BAG SHALL BE REPLACED WHEN FULL OF SEDIMENT OR WHEN FLOW THROUGH BAG IS LIMITED BY SEDIMENT ACCUMULA�ON. 4. IF GEOIEXTILE DEWATERING DIRT BAG IS PLACED M EXISIING VEGETATED AREA ADJACENT TO AN UNDISTURBEO STREAM NO OUTLET IS REQUIRED (PREFERRED). IF GEOTEXTILE DEWATERING �IRT BAG IS PLACED ON DISTURBE� SOIL THEN A STABILRED OUTLET/CHANNEL NEEDS TO BE PROVIDED. 5. hIE STABILIZED OUTLET W1LL BE A MINIMUM OF 1' THICK AND CONSIST OF A WELL GRADED MIX OF 1"-6� RIP RAP PER THE DIMENSIONS BELOW. PLACE FlLTER FABRIC BETWEEN THE RIP RAP AND SOIL FOUNDATION. THE STABILIZED OUTLET W1LL EXTEND FROM THE SPEqAL STILLING BASIN TO hIE BANK OF hIE CHANNEL BELOW THE WORK AREA. �- 6.0'-15.0' �� GEOTEXTILE DEWATFRING 0.5 LAYER OF NCDOT� PLAN VIEW HIGH STRENGTH DOUBLE � DIRT BAG /� STAt31LIZE OUTLET / AS NEEDED N0. 57 STONE STITCHED "J' TYPE SEAMS / o / F� 0.5 LAYER OF J �h� 2"-3" RIP RAP _ _ _ _ _ f _ _ _ EX�s»N� _ _ - - GROUND EXISTING GROUIVD-� LENGTH RANGE 3:1 3�.1 6.0'-15.0' � � DIRT BAG TO BE PLACED ON 0.5' STREAM BANK. PROVIDE STABILIZED NON-WOVEN LA1'ER OF NCDOT NO- 57 STONE OUTLET TO STREAM CHANNEL RLTER FABRIC 3.0 FEET STABILIZED OUTLET SIDE VIEW � GEOTEXTILE DEWATERING DIRT BAG � � o Know whaPs belOw. Call before you dig. L _N O wo � � � � � a o � z _ n � ^\ o � } ��] � � o z �i/ w � � � � �v�a 3 � o0 •`�' O� v o � 0 > � ' 20QSo E53 � y'•ty9 �: R q• - =4 SEAL �_ - � 035665 = " 5 �rs S.FN 64'%Fe c ,'�oo�fF CLP�N�� :.`, � � I I I V � �� II I I w p N cn p M �' I F a 6� Q I� Q � (V m Q � Y � � _ 3 O � J O�/ I..I_ Z (n OJ U Q Z � O Q V i ON I..V W Q �J Q � U U Q � Z Z aoQ'^ LL � VNJ w � � L.1� J a w w � w J Z � a Q � � Za W�/ d L.L � SHEET NUMF3ER D6 z � S x � PLAN VIEW