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HomeMy WebLinkAboutC1.0 - 181112PAVEMENT NOTE ANY EXISTING ON -SITE PAVEMENT REMOVED SHALL BE SAWCUT, FULL DEPTH AND RESTORED TO MATCH THE EXISTING PAVEMENT CROSS SECTION WITH THE FOLLOWING CROSS SECTION AS A MINIMUM: 1-INCHES BITUMINOUS WEARING COURSE -TYPE B 9.5mm 3-INCHES BITUMINOUS LEVELINGIBINDER COURSE -TYPES 12.5 mm 6-INCHES #53 COMPACTED AGGREGATE BASE REBAR FOUND SAE GROUP. J a J } U ~ W w z w O Op < W a J W J z > O W (n ALL JOINTS BETWEEN EXISTING AND NEW PAVEMENT TO BE FILLED WITH HOT POURED RUBBER JOINT SEALER PRODUCT. HOT POURED RUBBER JOINT SEALER SHALL BE ONE OF THE FOLLOWING (OR APPROVED EQUAL): • ROADSAVER 221; CRAFCO INC. • PRODUCT #9905 or#9030; KOCH MATERIAL COMPANY • SEALTIGHT HI -SPEC; W.R. MEADOWS, INC. TOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER A TOPOGRAPHIC SURVEY, DATED 7/22/15 (JOB #: 836081) PREPARED BY MILLER SURVEYING, INC. CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. OWNER: FALCON NEST II LLC. _ -755- - - USE: VILLAGE CORE (LEGACY PUD) --756---- _ STORM I,�yy50� .�.....-SF _r�LT.r. .�...... SIF .... GRAs SF .....T.L1� a. 5� 1 \ \ \ // INV. = 749.34t (EX. 12" RCP - S) i PROPERTY CORNER MONUMENTS NOTE ALL PROPERTY CORNER MONUMENTS SHOULD BE MARKED PRIOR TO COMMENCING WITH CONSTRUCTION AND PROTECTED DURING ALL CONSTRUCTION ACTIVITY. GHA55 '/ 0 0 0 / 0 0 7 -754DEDICATION OF PUBLIC RIGHT OF WAY PER /g �7 - , -' INSTRUMENT No. 2015001386 _ ^-/'%��� OOQp000 J0000 STORM INLET 5100 - - - �0000 - T.C. = 754.21' ASPHALT o0°O°O INV. = 749.3t (EX. 12" RCP -*T e INV. = 749.22 (EX. 15" R&P - S) \ s�\\ Equality Blvd. 00000 7 p 2 Y n F- - O O O TEMPORARY 00000 0 0 0 0 CONSTRUCTION ENTRANCE > 0 O 0 0O \- - 00G- 0 O 0 O ° PR07,EC STC "IJNTIL IT IS \\- 00000 STORM IN O O T.C. OV'� 073 2t (EX. 15" C 0 O .13 (EX. 12" O Ib OO C70.13 (EX. 18„ I O0O0O o0000 0 0 0 I I o°o°o I I TILITY CROSSING NOTE CONTRACTOR TO FIELD VERIFY SIZE, DEPTH, AND I MATE JAL OF ALL EXISTING UNDERGROUND I UTILIT I S AT EACH PROPOSED CROSSING PRIOR TO COMM NCING WITH CONSTRUCTION. RELOCATION \\ 11 OF EXITING UTILITIES MAY BE REQUIRED. \ EROSI N CONTROL NOTES 1.€ROSIO CONTROL PLAN MUST BE EXECUTED BEFORE COMMC�JCI G WITH CONSTRUCTION. 2. ALL B� ON CONTROL MATERIAL NEEDS TO BE APPROVED BV THE CI PINSPECTORS PRIOR TO INSTALLATION. 1I INLET 7 3 UTJLYTY LOCATE NO-i B ILED TA'COCATE ALL EXISTINGUTILI3 ON CP DIS THE CTOFIELD FIN91ANA811ES ggEEO�CONTRACTTOR RESPONSIBLEING VERIFY ANY EXISTING UTILITIESE CING WITH CONSTRUCTION. CIVLEi INC. CANNOT BE L BLE 3 SO IMPROVEMENTSOUP NTER INTERFERE \ A/ ANY EXISTING UTI1LITY INFORMATION NOT SHOWN ON x / THESE PLANS. I 1 f' 11 STORM 53 EXISTING FIRE SERVICEE 1 = 52. LINE TO BE LO;ERED GUT 7LET *( 1 INV. = 748.03 (EX. 15" RCP - N) 1 \ INV. = 748.13 (EX. 12" - E) REBAR FOUND INV. = 748.0t (EX. 18" CP - S) SAE GROUO, 11 I _ Lll -\mm \ 1 0 R: FALZ�Sii7PWTTT . F SF uE \--- BE UE _ D�`� -- UE BE i USE: OPEN SPACE (LEGACY PUD) p \ 1 s \ 1 1 1 1----------il`----- _ --__- - - - - - - - - - _ _ - - - - - - - - - - - - ---------------- ---- __ --_- - 52--------- -- _---- _ - ---- -- - - ---F----*------- ----750------- ------ -\�\ _------------- - ----___--___-__-_-__--------__-_-_-_-_-_-_-_-_-__ \ - - - r T1-I WHITE RIVER-7iTT _�A� _-_ -_- \ --------------rtJEfiE�t-I-1 SWAtEWVh __----LQ9D E_------------------------- - -----------y-1_oe_-__-_-___-__�_-_5-_(_v�av_o-_Ber------------------------------------------------------746 ---- --- :c Tn WAIF SURFACE ELEVATION 474 RCP l INV. = 745.06' /// -_-_---_--_--=YR-=-746_84--------------------746----------_-_-_-_-_-_-_-- - - - - - - - - - - RELEASED FOR CONSTRUCTION -------_ 7d=Yt�=-747-04_-----_-_--_--_---_-_-_--_---_--_--_-_-_---_--------------------- _--_--_-_--_--_--_-- _��za�8_--------_750--_----------------- ------ J/'/ / Subject to compliance with all regulations - - - - - - - - - of Slats and lnaal P.nMs- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------ iGRAS A REMOVE EXISTING x0 11.00' SCREEN WALL Q PLAN NOTES: O DEMOLISH & REMOVE EXISTING STORM SEWER PIPE & STORM INLET 2O REMOVE AND/OR RELOCATE EXISTING U.G. ELECTRIC/TELECOM LINISI O DEMOLISH & REMOVE EXISTING WATER SERVICE/FIRE SERVICE/FDC UNE( 4O RELOCATE EXISTING GAS SERVICE UNE(S), IF NEEDED. TBO BY VECTREN O5 REMOVE AND/OR RELOCATE EXISTING ELEC. TRANSFORMER (T.B.D. BY DUKE ENERGY) © DEMOLISH & REMOVE EXISTING ARCH. & DUMPSTER ENCLOSURE BRICK I ODEMOLISH & REMOVE EXISTING CURB (SAWCUT AT NEAREST JOINT PAST THE REMOVAL UNITS) eO REMOVE AND/OR RELOCATE EXISTING LIGHT POLE FOUNDATION (D PROTECT & SAVE EXISTING STORM SEWER PIPE 10 REMOVE & REPLACE EXISTING FENCE AS NEEDED I TBM#5048 / BRASS PLUG FOUND �75 5 ELEV. = 754.86' / 1 BRASS PLUG FD. "S&A FIRM" S .G0R'ASrS Oi 7.30Hi 1.0. 011' GRAxI f 00 0 040�I 1 13 10 } 3.0 r ur CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. I � EXISTING BLDG FIELD LOCATED CONC. I (7-20-15) THE PLAY SCHOOL AT LEGACY, INC INSTRUMENT No. 2014022494 ) GI ss 0 2.01 ACRES± STORM INLET #5197 II u -T.C. = 7556O7' V. = 7szst (s^ Pvc 3.00' l �� F.F.E. = 755.70' � 39.30' of { 1 �0 CONC. G�tASS Y GRASS / I i , STORM\1(NLET #5186 GRASS _ I - R T.C. = 753.31' -______- --j54'- '---- INV. = 748.65%(€X. 12" PVC-"NE).�-- INV. = 748.53 (EX. 2" RCP - yY I i m ________ K ,2 -A x x x x 31.30' 44.50' STORM INLET #5198 T.C. = 755.0?1 FNV. = 752.St (6" PVC) City of Centel (� �M�t\GV J\ NWA� DATE: 06/17/19 REVISION RECORD REV DATE DESCRIPTION DES BY APP BY 1 8 O8/O181 REV. PER INITIAL TAC REVIEW COMMENTS KPB BSC 2 09/19/18 ADDED SIDEWALK/PLAYGROUND FENCE DEMO BSC BSC 3 11/12/18 1 ADDED SIDEWALK/TELECOM DEMO BSC BSC LEGEND: PROPERTY BOUNDARY DEMOLISH & REMOVE EXISTING PARKING LOT & DRIVEWAY PAVEMENT I(SAWCUT WHERE NECESSARY) 1 DEMOLSH & REMOVE EXISTING SIDEWALK PAVEMENT DEMOLISH & REMOVE EXISTING CONCRETE DEMPSTER PAD PAVEMENT ExMDng Centaur ST EXISTING UNDERGROUND STORM SEWER UE EXISTING UNDERGROUND ELECTRIC G EXISTING UNDERGROUND GAS W EXISTING UNDERGROUND WATER UT EXISTING UNDERGROUND TELECOM ( PROPOSED SILT FENCE -Typical in all areas 1 - - where sediment could leave the site. SEE DETAIL 06/C4.1 �SET_ (e"6 Standard Duty "SILT SOCK" or approved equal) PROPOSED SILT SOCK -Typical in all paved areas where sediment could leave the site. Inlet Protection-'Rerelarm" inlet patecran tpiml for dH paved area inlets AFTER pavement is installed; Sit Fence cage & "Rexslomi inlet prolxlion BEFORE pawnenl M Installed. O�O�O PROPOSED TEMPORARY CONSTRUCTION ENTRANCE O O O SEE DETAIL 03/C4.1 NOTE: INSTALL TEMPORARY SEEDING AFTER A SPECIHC STAGE OF CONSTRUCTION HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS HILL BE IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. C1 3 UTILITY VALVE NOTE ALL UTUTY VALVES AFFECTED BY CONSTRUCTION SHALL BE C ADJUSTED TO FINAL GRADE AS NEEDED TO BE FLUSH WITH 3 FINISHED PAVEMENT, SIDEWALK OR LANDSCAPE AREA. 0 G I 0 0 zit ;To ( OWNER: NORTH n - I LEGACY TOWNS 20 0 10 20 I & FLATS LLC. II--y OCO O Z (IN FEET) USE: VILLAGE CORE 1 inch _ 20ft. I 0 D (LEGACY PUD) I1 NOTES DEUMES I Z NMOLIBTION OWNERA 1UTY FOR ACTUAL COMMON OF ITDIS OR STRUCTURES Ell TO BE DEMOUSHED. I 2. ITEMS INOCATED TO BE REMOVED BUT OF SALVABLE VALUE TO CONTRACTOR MAY BE �{ ` J REMOVED AS WON( PROGRESSES. 1 3 STORAGE OR SALE OF REMOVED ITEMS ON SIZE WILL NOT BE PERMITTED I I I I I I IBRASS PLUG F0. S&A FIRM" TBM#5295 BR SS PLUG FOUND E EV. = 753.11' 1 I S1 I I I I 1 I T I 4. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS NEEDED TO PROTECT OWNER'S PERSONNEL AND THE GENERAL PUBUC FROM INJURY DUE TO THE DEMOLITION AREA. 5 REPAIR ALL INCIDENTAL DAMAGE TO ADJACENT FACILITIES CAUSED BY GENERAL DEMOLITION AT NO ADDITIONAL COST TO OWNER, B CONDUCT SELECTIVE DEMOUTON ORSNI AND DEGMS REMOVAL IN A MANNER TO ENSURE MINIMUM INTERFERENCE WTH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FAGUTES. 7. DO NOT CLOSE, BLOCK OR OTHERWISE OBSTRUCT STREETS, III OR OTHER OOMPIE➢ OR USED FACIUTES WITHOUT WRITTEN PERMISSON AND/OR REWIRED PERMITS FROM LOCAL JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED IRAFRC WAYS IF REWIRED BY GOVERNING MISIIII B. DO NOT INTERRUPT EXISTING UTIUTIES SERVING OCCUPIED OR USED I EXCEPT MEN AUTHORIZED IN WRITING FROM UTILITY COMPANY. 9. USE WATER SPRINKUNG, TEMPORARY ENCLOSUI AND OTHER SUITABLE METHODS TO UMIT DUST, DIRT, AND DEBRIS TO LOWEST PRACTICAL LEVELS COMPLY WTI GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 10. PERFORM SELECTIVE DENOUTION MURK IN A SYSTEAIATC MANNER. USE SUCH METHODS AS NECESSARY TO COMPLETE DEMOUTON SHOWN ON MAYANGS. 11. DEMOLISH CONCRETE, ASPHALT, AND MASONRY IN SMALL SECTIONS OUT CONCRETE AND MASONRY AT JUNCTURES WERE DEMOUTON ENDS AND NEW CONSTRUCTION / IMPROVEMENTS BEGIN USING A MASONRY SAW. DO NOT USE POWER DRIVEN IMPACT TOOLS. 12. COMPLETELY ALL BELOW -GRADE AREAS AND VOWED RESULTING MGM DEMOLITION WORK. PROVIDE FlLL CONSISTING OF APPROVED EARTH, GRAVEL OR SAND, FREE OF TRASH AND DEBRIS, STONES OVER 6" DIAMETER, ROOTS , TOPSOIL, AND OTHER ORGANIC MATO. 13. REMOVE DEBRIS, RUBBISH AND OTTER MATERIALS RESULTING FROM DEMOUTON OPERATIONS FROM 97. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS FROM SITE. 14, IF HAZARDOUS MATERIALS ARE ENOOUNTORD DURING DEMOLTON OPERATONS COMPLY NTH ALL APPLICABLE REGULATIONS, LAWS, AND ORDINANCES CONCERNING POLLUTION. REMOVAL HANDLING AND PROTECTION ACNNST EXPOSURE OR ENVIRONMENTAL PoLLllTIIXN. 15 BURNING OF MATERIALS IS NOT PERMITTED ON PROJECT SITE. 16. UPON COMPLETION OF DFMOLIDON WORK, REMOVE TOOLS, EQUIPMENT, AND DEMOISHED MATERIALS FROM SEE. REMOVE PROTECTION BARRICADES AND IEAVE SITE ERE: OF DEBRIS. 17, REPAIR DEMOUTON PERFORMED IN EXCESS OF THAT REWIRED. RETURN FAULITIES AND SURFACES TO REMAIN TO THEIR ENSTNG CONDITION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED. 18. INVESTGATE BUILDING FOUNDATON FOR BASEMENT, CRAWL SPACE, AND OTTER BELOW GRADE AREAS. CONTRACTOR RESPONSIBLE TO FlLL ALL BELOW GRADE AREAS WTH SUITABLE FILL MATERIAL TO 95% STANDARD PROCTOR DENSITY (ASTIM D-1557). u U n Z a Uw� W '10 1 ilo a � Z OD H 2 0 N � v a zNo U)OOI>o: rx Q a V- --a U WE -a Q = U E y n W 3 a Jew Xp'N 1S 1C4 i :,0e•P•EG19T" ,.TUTU • Na PE109106Q C ,a ii� O.n�"• STATE OF ' tip 1 PNP 10*A S&NONAI S"OVP RRA118881/111Ea/WW4, DATE: 06/22/2018 DWN BY: KPB CHKD.BY: BSC SCALE: 120* DATE: 06 22 18 O a U N O C0 > O UQ� nW C8 WzQ Q i-J O O w LL~ O L /i Q U�U O C0 U a HN C0 W � x r_, PROJECT NUMW TPS.007 DRAWING NUMBER C1.0 SHEET 2 OF 16