Loading...
HomeMy WebLinkAboutSW4191201_C02.03 DEMO_5/18/2020O 2 w 0 "It 0 N U 0 N 0 0 w w O J 0 0 0 0 U v7 m 0 70 0 0 c 0 0 r; U m 'o L 9 w > E �Q 3Cn M (D o E N cuCD N 0) Lri C� ca m o2 792 WOODEj �! MATCHLINE AREA 4 '826, __//' // gig AREA 3 /� / i- _/ __- / _/ r--� 804 10 � rn �� \—Y WOODED / /" ////// / I\I — A ---- \ \ \ \ \\ ,9 CD _ _ -- \ \ \ __------/8 —// ---\ — — — — — — ------------ —�_ WOODED\\ \\ \\ \\ ��6 \ \ I _ ____—------- _—/ —------- — — — — — — A ------- / _816 \ \ 820 878 -------------------- --------------- —820_— / /// 2 2" IRON Tie / 8� -------- S89'40'24"E sj" IRON S8934'58'E re 812_ �8�3T35' -810 /—�8\7p/ J // // ///� /// _ //----- 216.20' / / / / '/ ' / S8974T8'E \ 52.76' 134.83' REBAI� //�- . — l - - _—_s-�\ �- / // - a ^ / 78.69' \ _ ---/ — rim - _ -_ r /�� �j / - 7 \ S89'13'44'E / \ \ — (ROP4 i / / / / / / _ / IRON / SOLID IRON - - - - - - / S89 2246'E -�-� - - \ \ y \ / / -�-------- `8J2\ \ \\ X /" STD Sf�CK —T — / / / / / / / / _' _ / Tie \ 2�1.31 / 25.22 18 I \\ \ \\ I / // // // / /// --- // ___--------- —\\ \__—----830 /8�2 \ \\ l� -------- �/ _ _ \ / / / A /---_� '-` — — — --------- --832------ _ 8�6---- _ \—____—__—_ --836, \\\ \\ 6 �_ / __838-- — __---- 8,38\ \ \\\ / / / / / / / / // — �6 ------// A \ --- \------------- \\ \ 838---- — �--840 _ \ -- —840� \\ \\\ B B_-------842 \\ \\ \ 844— \\ —s--- \\ \ \ \ \ \ ----- _ ---- — —J --- \ I \ --------_------ 844\\ \\ ---_ / —846 842__ -------------�-848- ILL, X ,844�/ I \ \ —8sO\ \\ \\ \\\ -A \ \ \ \ \\ \\ -852— A------------- \ \\ /// i' // // '— 846 \ \ 8s2 \\ \\\ \ ED 1 1 1 1 I ll I` / I I / / / / / / / __ —/ / /// // ___--—___--- __�--854—� — \\ WOODED \\\ \ \ \\ o IIII \ \ I I // / /// /— z �lll Ili/ / ( I l l l // / / // 160 _-858---\" /// \ \ I N I / I 50 I / / / / � —860- � op/ l II/B— �/ ����/ � \ \ \ I/ \ \\\-----7----I------- � / X / --�/ \ — E -- E-- E —�— E — — — E --� --- �> Tie Tie // / // I 1 �E D \ - ----- ------------------ /' 99.79' /s IRON l / I l l i 12s.75 I l Il� —_— / / � / 1 I I / / / / � / / / C (�Y ----- \ /,----- �-�- s" /8 IRON S89'4TOS"E 228.55' Total Tie \ ,/ I / / ( / / b//�/ /// //' // // / / / / // /// / /// �58/ / // D \ 1 \\ / ---- r----r-----7 ----- I - � \ I I I I I I � f I / /� , 826' co) \--- /--- --�--- /I / I I I \ l / / AREA OF EXISTING S1RUCIURES � I \\ �i BARKWOOD DRIVE / // --- l \ l � � � 82 / / / / / l / / / / / / AND TOPOGRAPHY NOfiSC1RD�YED. \ / ( \ / \ j - /T � � � � �r I � �I I I � / / / / / � / / / / / / / / / CONTAAC OR fi FIELD VERIFY ALL / / / 7 �� I r I I I �/ // / / /830/ // // / / / / / / / // / APPR LO ION OF 6" DIP BY THERS I / �/ / / / _ JNFORMATION WITHIN THIS AREA.16 \ \ / 8951' E, / �/ _/ l / �/ �j/ / 832/ / / / / / / / // / / �o / 21 00'Tie L / / 23Zj6 _/ �/ / / j/ // T_T/ /� / / / / / / / / / / / / C I / I 50' DUKE POWER CO. / / 5� T SIDE SEK// // // I I i/ / / // // / ///j// // /// // 858 / // / / / // / �6" RIGHT-OF-WAY / I I I ob / / / / / /� k0� // // // / / / DEED BOOK, PAGE 1710 / I I C / / / / // // / / / / / / A (LOT 6,96;'BLOCK 4615) / 846 // // / / / / / // // / /' // // �/ / / I /� �� WOODED / ---- o / / / / — N / / — / / / / / I c� I I F I I B / / m__--- I / / _-858 / / / i i _ \Pi m l� / / / / // /' // / —__ // WELL / II I I I WELL v// I I I I \ l 8 11�26 S09'08'22"W \ \ 1 I I I \ \ \ \ \ \ \\�/ // / / / / // // // // /// p I I o I F I MAIL�X �/ // QD m 3.56' Tie \ I 1 1 \ \ \ / / / / / / / / / / / / / / 862 / I I I I I I / / L - E L— E E E � E t— -j— E --- I E — — j E —� E -- 7,E I 8 // Iron _ --- -- -- Q -- / _ I / — _ Ex. 2'Iron / _ — / \ + 4" ENTIMA 06�\ A\ / / / /J / / / / / // // // // // D __---- ; ; p __// p i ; / / p //3/.REBAR_/ -------------------- �_c`�--------------------------------------- L-----------------1 --- N8 47'07"W 101�J' S88'49'13"W 1.52' / 41.3 ' I \ \I" 1 \ / / / / / // / / / / / - - - I GRAVEL DRIVE 3% BENT ON 3313 W 101.96' / 'REBAR �— 5/s�E RON / j / I I / / / / / - _ _ - - \ - - - - - - / - - D \ ----- --_ --- 86 �/ / I i� III 1111 / / 1 --------- ---- / 858 / 850 I i -- __fi48 GENERAL NOTES 1. ALL EXISTING STRUCTURES AND UTILITIES SHALL BE REMOVED AS NEEDED TO ALLOW NEW CONSTRUCTION. IN GENERAL, FEATURES INDICATED IN BOLD ON THIS PLAN SHALL BE REMOVED. 2. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT FOR NEW PAVEMENT, SIDEWALK, OR CURB AND GUTTER, ETC. ANY EXISTING PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH PRE -CONSTRUCTION CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). J. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. 4. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS 5. EXISTING SITE BOUNDARY AND TOPOGRAPHIC SURVEY INFORMA7ION WAS TAKEN FROM SURVEY BY BRADY SURVEYING COMPANY PA, PERFORMED MARCH 27, 2017 THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING INFORMATION BOTH SHOWN AND NOT SHOWN ON THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONS THAT MAY HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO CONS7RUC770N. 6. INSTALL TREE PR07EC71ON FENCING PRIOR TO BEGINNING CLEARING OPERATIONS CLEAR AND GRUB ALL AREAS AS SHOWN AND REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION PER SPECIFICA77ONS AND DRAWINGS EXISTING TREES, SHRUBS OR OTHER LANDSCAPE MATERIAL WHICH WILL CONFLICT WITH NEW CONSTRUCTION SHALL BE REMOVED (WHETHER OR NOT SHOWN ON THE DRAWINGS). ALL CONTRACTORS SHALL VISIT THE S17E AND OBSERVE EXISTING CONDITIONS PRIOR TO BIDDING. Z TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF CLEARING LIMITS, THE CONTRACTOR SHALL CUT 2-FT DEEP TRENCHES ALONG THE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR ROOTS 8. PRIOR TO DEMOLISHING EXISTING STRUCTURES, MAKE AN INSPEC71ON FOR ANY HAZARDOUS MATERIALS CONTACT ARCHITECT IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UTILITY SERVICES, FUEL TANKS AND SEP71C SYSTEMS. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS 9. VERIFY ALL ILLUSTRATED UNDERGROUND ELEMENTS/W ILI71ES EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS/U7117IES N071FY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMEN7S/U71LI71ES ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED DESIGN. 10. CONTACT U71LITY LOCA77NG SERVICE AT LEAST 48-HRS PRIOR TO EXCAVATION. 11. PR07ECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF 7HE OWNER'S FACILITIES SHOULD DAMAGES OCCUR, REPAIR IMMEDIATELY AS DIRECTED BY THE ARCHITECT. 12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF LEWISVILLE AND/OR NCDOT STANDARDS AND SPECIFICATIONS 13. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOWS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISH GRADE. 14. DEMOL17101V AND PATCHING OF PAVEMENT, SIDEWALK, CURB AND GUTTER AND OTHER EXISTING PAVED SURFACES IN ADD17ION TO THAT INDICATED ON THIS PLAN SHALL BE PERFORMED AS REQUIRED TO CONSTRUCT AND INSTALL NEW UTILITIES ALL SUCH DEMOL17101V AND PATCHING SHALL BE INCLUDED IN THE BASE BID SCOPE OF WORK. SEE SHEET COZ07 FOR PAVEMENT REPAIR DETAILS 15. THIS SITE IS NOT LOCATED WITHIN SPECIAL FLOOD HAZARD AREAS AS DETERMINED BY FEMA AND DEPICTED ON F.I.R.M. MAP 3710588600J, DATED 11212009 AS BEING WITHIN ZONE "X-OTHER AREA". 16. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UN71L 7HE OWNER N077FIES CONTRACTOR IN W8I7ING OF PROCUREMENT OF APPROPRIATE PERMITS EASEMENTS AGREEMENTS OR RIGHTS -OF -WAY. LEGEND SIRUCTURES/U71LITIES TO BE REMOVED STRUCTURES/UNLIRES TO REMAIN OVERHEAD E ______ OVERHEAD ______ E __--- ELECTRICAL ELECTRICAL UNDERGROUND UNDERGROUND ELECTRICAL ELECTRICAL FIRE PROTECTION ------FP------ FIRE PROTECTION ------FP ----- GAS ------ G ------ GAS ------ G ----- SANITARY SEWER ------SS------ SANITARY SEWER ------SS_____ TELEPHONE ------ T ------ TELEPHONE ------ T ----- UNDERGROUND UNDERGROUND------UT----- TELEPHONE TELEPHONE FIBER OPTIC ------FO------ FIBER OP71C------ FO ----- WATER ------ W ------ WATER ------ W ----- FORCE MAIN ------FM------ FORCE MAIN ------FM ----- STORM DRAIN = _ _�i_�_ = STORM DRAIN INDIVIDUAL TREE � INDIVIDUAL TREE TO REMAIN. 0 TO BE REMOVED. LIGHT POLE LP LIGHT POLE LP UTILITY POLE AV PP U71LITY POLE PP MANHOLE OMH MANHOLE O MH CLEAN OUT 0 CO CLEAN OUT O CO DROP INLET,CATCH BASIN ❑ DI, CB DROP INLET,CATCH BASIN ❑ DI, CB FIRE HYDRANT FH FIRE HYDRANT -6- FH WATER VALVE ® WV WATER VALVE 0 WV CONS7R./CLEARING LIMITS PAVEMENT, S/W; C&G TO BE REMOVED. TREE PR07EC71ON FENCE BUILDING/S7RUCTURE TO BE REMOVED BY OWNER. KEY NOTES OTEMPORARY TREE PROTECTION FENCE, SEE DETAIL SHEET COZOI. OB CLEAR AND GRUB, STRIP TOPSOIL WITHIN CONSTRUCTION LIMITS. OCONTRACTOR RESPONSIBLE FOR REMOVAL OF EXISTING FOOTING, AND UTILITIES IN THEIR ENTIRETY. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. OEXISTING UTILITY LINE/STRUCTURE TO BE REMOVED/RELOCA7ED BY LOCAL UTILITY COMPANY. LOCAL UTILITY COMPANY SHALL DETERMINE THE LIMITS AND EXTENT OF REMOVAL/RELOCA71ON OF UTILITIES REQUIRED FOR NEW CONSTRUCTION. COORDINATE SCHEDULE AND WORK WITH LOCAL UTILITY COMPANY AND ARCHITECT/OWNERR, OREMOVE FENCE. OREMOVE SIGN AND POST. RELOCATE SIGN ON NEW POST AS INDICATED ON SITE STAKING PLAN. OCAP AND ABANDON UTILITY IN ACCORDANCE K17H SPECIFICATIONS OEXISTING STRUCTURE TO BE REMOVED. OREMOVE EXISTING PAVING IN IT'S ENTIRETY. OEXISTING WELL TO BE ABANDONED PER STATE AND COUNTY REQUIREMENTS NOTE: NO EXISTING WETLANDS ARE PRESENT ON THIS SITE. DELINEATION REPORT COMPLETED BY PILOT ENVIRONMENTAL, INC. CATHERINE L. CARSTON (PROJECT MANAGER) & MICHAEL T. BRAME, PWS (PRINCIPAL) GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. Piedmont Leaf Lofts 404 East 4th Street, Winston-Salem, NC 27101 Phone 336 722 6152 Fax 336 722 6192 www.mckissickassociates.com Consultants: Consultant Name Civil/Structural/MEP Seal: CLH DESIGN, P.A. 400 Regency Forest Drive Suite 120 Cary, North Carolina 27518 Phone: (919)319-6716 Fax: (919)319-7516 LA: C-106, PE: C-1595 *�,,••` \\A CA `�% 04,.�,�,vSCgp F. Z' * Pcr a caa c ISSUE LOG Distribution Date No. Client: WINSTON-SALEM FORSYTH COUNTY SCHOOLS LEWISVILLE MIDDLE SCHOOL Drawing Title: DEMOLITION PLAN AREA 3 Bid Documents Issue Date NOVEMBER 8, 2019 Project Number: Drawn by: 2017-8 RPI Drawing Number 2003