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HomeMy WebLinkAboutSW3240701_Wetland Determination/Report_20240724 1 2 I 3 I 4 I 5 6 7 8 9 10 11 12 I 13 I 14 I 15 ODS QUANTITIES: ���1jj1111,�//�� Q GENERAL NOTES: SITE DEVELOPMENT PLANS FOR `Cp CA/0/9// Q LOT SIZE 144,678 SF ;?O OF ESS/p�'I, 1. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR DEVELOPED SITE(LOD) 145,058 SF Q < SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, QT SPEC CONCRETE 82,656 SF - No. 047666 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. ALTERNATE: - _= THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING QUIKTRIP STORE # 1069 SO OR DEOMOSED ASPHALT/CONCRETE 228,081 SF/29,375 SF HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S UG LDETENTION 41,536 CF 'ii�N61N.E.C. O PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAODOTHER NON QT SPEC PAVING GRANITE AREA 3,490 SFF ''///41 WO-...�� P SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. MASONRY CANOPY NO P 2. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS HAVE BEEN WATER QUALITY UNIT YES SIGNATURE DATE:01/17/2024 -UNIT TYPE: SNOUT OBTAINED FROM THE GOVERNING AGENCIES AND COORDINATING ALL GOVERNING AGENCY EAST MARSHVILLE BOULEVARD- TME eoN.R�r�ABOVEPRE INTENDED ORINTER�ALTMECRoOHURPOSES O Z INSPECTIONS REQUIRED THROUGHOUT THE DURATION OF THE PROJECT. - Ss 3. CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. IL REFERENCE SITE WORK SPECIFICATIONS. S N 4. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS MARSHVILLE, NC 2 8103 0 3 $ N RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH o + 1 — OPERATIONS. ZQ B 5. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR DAMAGE TO ADJACENT PROPERTIES M AND NEW CONSTRUCTION IN PLACE DURING THE CONSTRUCTION PHASES OF THIS PROJECT. ANY IL M DISTURBED IMPROVEMENTS SHALL BE REPLACED IN KIND AT THE CONTRACTORS EXPENSE. 6. ANY QUANTITIES PROVIDED ON THESE PLANS ARE FOR GENERAL REFERENCE PURPOSES ONLY. I THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE QUANTITIES REQUIRED FOR •IW — CONSTRUCTION. 7. THE EXISTING FEATURES SHOWN ON THESE PLANS ARE THOSE NOTED IN THE FIELD AND THOSE L TAKEN FROM RECORD DRAWINGS. THERE IS NO GUARANTEE THAT ALL FEATURES (ABOVE OR SHEET INDEX C500 MISC.SITE DETAILS I /� BELOW GROUND) ARE SHOWN ON THE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO �P r EE MAIN ST C501 MISC.SITE DETAILS II V, O M L VERIFY ALL EXISTING FEATURES PRIOR TO BIDDING THE PROJECT. �5� , NO. TITLE C510 ADA DETAILS O Q — 8. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION BY �.�- C001 COVER SHEET C520 PAVING DETAILSI w E MARSHVILLE BLVD fik Vii \ ? XICONTACTING THE LOCAL UTILITY COMPANIES AND/OR UTILIZING THE LOCAL ONE-CALL SYSTEM. � ' CO20 SURVEY C521 PAVING DETAILS II l—I N ANY DAMAGE DONE TO EXISTING UTILITIES (THAT ARE TO REMAIN IN PLACE) DURING TN 'i�/ O CONSTRUCTION OPERATIONS WILL BE THE CONTRACTOR'S RESPONSIBILITY AND REPAIRED AT THE CO21 SURVEY C522 PAVING DETAILS III D] zK CONTRACTOR'S EXPENSE. s Voi C030 DEMOLITION PLAN C523 PAVING DETAILS IV 0 LU LLi K J C100 SITE PLAN C524 PAVING DETAILS V J 9. ALL SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE OWNERS CONTRACT m DOCUMENTS AND SPECIFICATIONS. ALL WORK SHALL MEET OR EXCEED THE RELEVANT UTILITY sT C101 SIGNAGE PLAN C525 PAVING DETAILS-TRAVEL CENTER! Q 1 _ COMPANIES AND REGULATORY AGENCIES, CONTRACT DOCUMENTS AND SPECIFICATIONS. ALL C110 GRADING PLAN C526 PAVING DETAILS-TRAVEL CENTER II IY (n WORK WITHIN PUBLIC AND STATE RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE -' •i Q /Y GOVERNING AGENCIES STANDARDS AND SPECIFICATIONS. C111 BUILDING&DETAILED GRADING PLANS C530 TRENCHING DETAILS H Z Q C112 CANOPY GRADING PLANS C531 TRENCHING DETAILS II ``'' Q E 3 10. TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES - (MUTCD), CURRENT EDITION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE PROPER C113 ADA COMPLIANCE REFERENCE PLAN C540 DRAINAGE DETAILS! •— w TRAFFIC CONTROL IS IN PLACE FOR EACH PHASE OF CONSTRUCTION. THE CONTRACTOR IS • _ ALSO RESPONSIBLE FOR PROPERLY MAINTAINING TRAFFIC CONTROL DEVICES THROUGHOUT THE Vicinity Map C120 STORM PLAN C570 EROSION CONTROL DETAILS I CY DURATION OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC Not to Scale C121 PRE-DEVELOPED DRAINAGE MAP C571 EROSION CONTROL DETAILS II CONTROL PLANS TO THE CITY AND DEPARTMENT OF TRANSPORTATION AS REQUIRED. C122 POST-DEVELOPED DRAINAGE MAP C572 DRAINAGE DETAILS I o H WETLANDS NOTICE: C123 INLET AREA DRAINAGE MAP C573 DRAINAGE DETAILS II H C124 WETLAND EXHIBIT C574 DRAINAGE DETAILS III 1 o ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. CORPS OF ENGINEERS MUNICIPAL CONTACT LIST: C125 WETLAND EXHIBIT C575 UTILITY DETAILS I 1 a DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERAL APPROVALS. THE — CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/OR RESTRICTIONS AND ANY TOWN OF MARSHVILLE C130A CONCRETE PAVING PLAN C576 UTILITY DETAILS II — E VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE C130B ASPHALT PAVING PLAN C577 SITE DETAILS OWNER/ DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING AGENCIES HARMLESS AGAINST n SUCH VIOLATION. PLANNING & ZONING DEPARTMENT WATER & SEWER COMPANY C131 BUILDING PAVING PLAN L100 LANDSCAPE PLAN G 118 EAST UNION STREET CHARLOTTE WATER G WARRANTY/DISCLAIMER: C140A EROSION CONTROL PLAN-PHASE 1A L110 IRRIGATION PLAN(NOT INCL.) MARSHVILLE, NC 28103 5100 BROOKSHIRE BLVD. TEL: (704) 624-2515 CHARLOTTE, NC 28216 C140B EROSION CONTROL PLAN-PHASE 1B L500 LANDSCAPE DETAILS I ®COPraiaHr QuR<mm CORPORATION mu _ THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED CONTACT: JONATHON WELLS TEL: (704) 353-2221 C141 EROSION CONTROL PLAN-PHASE2 L510 IRRIGATION DETAILS(NOT INCL.) REPRODUCTION, PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED BY THE CONTACT: CHRIS SAUNDERS PUBLICATION, oam000e asrarn.FORBIDDEN. OWNER AT THIS TIME. HOWEVER, NEITHER THE ENGINEER NOR ITS PERSONNEL CAN OR DO ENGINEERING DEPARTMENT C150 UTILITY PLAN L51I IRRIGATION DETAILS(NOT INCL.) ' WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE 500 N. MAIN STREET; SUITE 70 ELECTRIC COMPANY THE ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY MONROE, NC 28112 ELECTRICITIES C151 BUILDING UTILITY PLAN R001 TYPICAL SECTION PROTOTYPE:va13t02/01/231 0 F BASIS AT THE SITE. TEL (704) 283-3557 11316 SAM FURR ROAD C152 UTILITY VERIFICATION PLAN R002 ROADWAY SITE&STRIPING PLAN DIVISION: F VERSION:001 CONTACT: BRIAN HAWKINS HUNTERSVILLE, NC 28078 C160 PHOTOMETRIC PLAN R003 TRUCK TURNING MOVEMENTS NOTICE TO BIDDERS: TEDESIGNED BY:JE-5/WDE L (704) 948-0550 C200 RETAINING WALL PLAN R004 SIGHT DISTANCE PLAN-ELM STREET DRAWN BY:]EB _ FIRE DEPARTMENT ALL QUESTIONS REGARDING THE PREPARATION OF THE GENERAL CONTRACTOR'S BID SHALL BE BEAVER LANE-STATION 8 GAS COMPANY C201 RETAINING WALL PLAN R005 SIGHT DISTANCE PLAN-WHITE STREET REVIEWED BY:WDE DIRECTED TO THE OWNER'S CONSTRUCTION REPRESENTATIVE. SUBCONTRACTORS MUST DIRECT PO BOX 397 PIDEMONT NATURAL GAS THEIR QUESTIONS THROUGH THE GENERAL CONTRACTOR. THE CONSULTING ARCHITECT AND/OR MARSHVILLE, NC 28103 4720 PIEDMONT ROW DRIVE C202 RETAINING WALL PLAN R006 CROSS SECTIONS-ELM STREET i E THE CONSULTING ENGINEER SHALL NOT BE CONTACTED DIRECTLY WITHOUT PRIOR TEL: (704) 320-3639 CHARLOTTE, NC 28210 C203 RETAINING WALL PLAN R007 CROSS SECTIONS-ELM STREET CONTACT: TORRANZE LEEE C AUTHORIZATION FROM THE OWNER/DEVELOPER./' TEL:CONTACT:(704)GREG COPE 587-6958 C204 RETAINING WALL PLAN R008 CROSS SECTIONS-WHITE STREET N FLOOD CERTIFICATION: TRANSPORTATION DEPARTMENT C300 STORM SEWER PROFILES R009 CROSS SECTIONS-WHITE STREET N NCDOT DIVISION 10-DISTRICT 3 TELEPHONE COMPANY THIS PROPERTY LIES IN ZONE "X" AND DOES NOT LOCATE WITHIN ANY PRESENTLY 130 S. SUTHERLAND AVENUE AT&T C301 STORM SEWER PROFILES R010 TRAFFIC MANAGEMENT PLAN-ELM STREET p ESTABLISHED 100-YEAR FLOOD PLAIN, AS SHOWN BY THE FEDERAL EMERGENCY MANAGEMENT MONROE, NC 28112 4100 SOUTHSTREAM BLVD. C302 SANITARY SEWER PROFILE R011 TRAFFIC MANAGEMENT PLAN-WHITE STREET 09 AGENCY, FLOOD INSURANCE RATE MAP FOR UNION COUNTY OF MARSHVILLE, NC, COMMUNITY TEL: (704) 218-5100 CHARLOTTE, NC 28217 o D PANEL NUMBER 3710549500J EFFECTIVE DATE OCTOBER 16, 2008. CONTACT: JUSTIN HOWELL TEL: (704) 307-9360 F D CONTACT: JASON PRICE Q • BENCHMARKS: 6 o — BM-1 NAIL IN ASPHALT, 10'+/- NORTH OF MARSHVILLE BOULEVARD FACE OF CURB, 16'+/- cif 7 - SOUTHWEST OF WHITE STREET FACE OF CURB, 367'+/- EAST OF ELM STREET FACE OF C CURB. 187'+/- NORTHWEST OF A FIRE HYDRANT. ELEVATION PROJECT CONTACT LIST: C a C BM-2 NAIL IN ASPHALT, 2'+/- NORTH OF MARSHVILLE BOULEVARD FACE OF CURB, 192'+/- SURVEYOR OF RECORD QT REAL ESTATE PROJECT MANAGER O SOUTHWEST OF WHITE STREET FACE OF CURB, 172'+/- EAST OF ELM STREET FACE OF SURVEY MATTERS, LLC QUIKTRIP CORPORATION �+ O a— CURB. 65'+/- EAST OF '35 MPH' SIGN. NICHOLAS MANSFIELD MARK HORTON, PE — ELEVATION=543.42' 107 HILLCREST AVENUE 4705 SOUTH 129TH EAST AVENUE SHEET TITLE: 3 SIMPSONVILLE, SC 29681 TULSA, OK 74134 H TEL: (864) 451-0176 TEL: (918) 615-7597 B COVER SHEET B ENGINEER OF RECORD QT CIVIL PROJECT MANAGER i FREELAND & KAUFFMAN, INC. QUIKTRIP CORPORATION _ _ DUANE ENSOR, P.E. KYLE MARLEY, PE .o — 209 WEST STONE AVENUE 4705 SOUTH 129TH EAST AVENUE SHEET NUMBER: GREENVILLE, SC 29609 TULSA, OK 74134 TEL: (864) 672-3439 TEL: (918) 409-1772 g ^ mom H, ,R C001A 0 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 1 I 2 I 3 I 4 5 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 14 I 15 I I Q �,,p c-s/a9( -.. Q , ),,\__ Q N0. 047666 CUT/FILL VOLUME TOTAL SITE: i�i��' it�NT````O� p I CUT: 1,947 CY p I FILL: 13,027 CY SIGNATURE DATE:01/17/2024 \ NET: 11,080 CY (FILL) 0 /, WETLAND SPECIFIC: Oh N • FILL: 225CY N / /� NET: 224 CY (FILL) I a„oe Moan \ oezasane siR� �� — —l/� 454 PIN.023)J005 oat 002 _654 <I \\\ "� \ \ \ A V A \ V\\ A . �_ _J /�/ 1 - M Ot, /i )411 .,,,, INE121•0\1114,41404\ L \ /'' �t \\\, �� \ / //// ��,��— _\ ate-- 4 J �. F,9 tea: Pj - i \' Ill C:) Lu> Eprn \ \\� / / / T/�/ �I� ® -, AAA\� zz"....6-r-• ______-,, ..,....A.---,--'--.--.. -=Nrviati B OG©�00 a: --- \ � , 1 if lt 11% �\ \ t224 CY FILL FOR 1 O J Lu I v' IMPACTED AREA ° °�111111 Vu ��� �I��� \ \ \ ` II I 11 oMgt5 \ •/ // . \ \ I ■ �\\\\ I. P p \ � IIIIIIIII[ I�®11 \ \ ' Q6 _ \ I�I JI _ i t \ ® ® \ I J ��VA �wPROPOSED 0.019 AC - 1 1 W®�MIIMII� \ �nIt m— \ ® :, . \� _ ��(828 S.F.) OF IMPACT. '• \/ `J ��MiliMllll� /� . �� .o TOTAL\LENGTH. 168' ,� / '�� H \\�%� �is � 1 `': o �V' ■ v �� \\�1 A VAV l - �I� III sk ► �' / I " \ N 4I'Ili I o 00 0,, S4\\ \\ ‘-'--__ I III , _ -'�l I E- ��� �� (I'P-rr"� °`sue . ArH7,q\\h OVA \ : ' V 1 k/ r :i G \ ‘‘N \ sat 18‘ 4 _. • 0 : —\ \ . , A COPYRIGHT QUIrrRIP CORPORATION 2011 ti, \ V -‘' �'I o o 04 !• / I PUBL�ANY°UNAUTHORIZED DISTRIBUTION,OR SALE IN w aEOB N PART,�na .�BB�o�. �L ��� 4,� PROTOTYPE:P-113(02/Ol/23) F \ > y \ ® I=aI L T -J�� — �' �� 11 . 1 DIVISION: F \ \ \ I ifill \ VERSION:001\ II/ OP / DESIGNED BY:JES/WDE \ \ \ 1J i :4 ® :O 4. I ® \ IJ �� Z / / �/ i DRAWN BY:]ES w \ J ■ REVIEWED BY:WDE \ \\\ , v - 1l Fm.f Setback i Inv.53798 ®� 4ia' e 3 \ ,_� TEMPORARY DISTURBANCE; �� �� _ 122 L.F. OF PIPE BEING I / I z E „s _s S.\ ,,,,o . . . . . . REMOVED . ■ •■ ii i �' , �r / �� 1 I L It 4, , _ - I " in a ao T _ w s.Ja B9" , w r i MARSHVILLE I_ELOULEVARD(U.S.Highway 74) • '"°6,4021 -540 i 1, a C I ( 9 , a z C'3o • 1 »- a� Sorm AM 9s (I)'""F-s"-'9 o'T'_ � SHEET TITLEB — — —�— s --- _ — — — — _t _ -- \ • I © WETLAND EXHIBIT B SHEET NUMBER: • q • 30 15 0 30 60 C124 q I 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I I 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 0r1 Ro.ii `� Q . ÷�oESS/a9'Ey: Q li Q NO. 047666 • �1.•t NO I N EF'��` iiiiiiiiiiii P P 555 555 555 555 555 555 SIGNATURE DATE:01/17/2024 zz Ia eP N — — — — — — Y §0 N D Z — — — — — — Q 6 W N1 550 550 550 550 550 550 _ AL M FINISH GRADE L — FINISH GRADE CI 0 L K — FINISH GRADE O < M W 0 — — — — — — 545 545 545 545 545 e 545 m Z K 0 J K • L J J — — — — — — • E ^— WETLAND�; — — — — — •— ce U L < ce — — — WETLAND — — — ' I- 3 Y W — — — — — WETLAND — •= K — 12.4' `J a 540 // 540 540 540 540 540 2.1' E H / 1 H — . / / — — / 12.2' — — — — — — — — PI — I I � � I EXISTING GRADE I 1 I _ I r I. a G — II - - 1i - - EXISTING GRADE I - G I :I ®coPY•EGM�uwPPoaAno"zo11 — 535 1 I 535 535 I 535 535 E I 5,� WHOL oa NPPA STRRIIcnawaaID"DEN. J r I PROTOTYPE:P-113(02/01/23) F _ _ _ DIVISION: F EXISTING GRADE J r I VERSION:001 DESIGNED BY:JES/WDE — — — — — I P — DRAWN BY:3ES 36" STORM REVIEWED BY:WDE FL: 532.96 — — — — — — ' E E M mQ NO N N 530 530 530 530 530 530 0 00 o D — — — — — — F D 0 z U — — — — — — h 0 J C z C "aC_7 3 525 525 525 525 525 525 0 0.00 0+50 0t75 0.00 0+50 0+75 0.00 0+50 0t75 — WETLAND EXHIBIT 'A' WETLAND EXHIBIT 'B' WETLAND EXHIBIT 'C. SHEET TITLE: a B WETLAND EXHIBIT B o — SHEET NUMBER: 20 10 0204° C125 A 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 14 15