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SW7060222_APPROVED PLANS_20141223
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW �D/ODD DOC TYPE ❑CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE DOC DATE .12oleliaa?, YYYYMMDD � Li.:'- i _ Lt'.:il it SSW 7000O 22Z D D D o � � 00W0026), GENERAL NOTES: A. CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL OF THE EXISTING STRUCTURES, NORTH CAROLIX4 RESOURCE LIST: RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. B. CONTRACTOR IS. TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS PLANNING AND ZONING BUILDING NCDENR RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN CITY OF HAVELOCK CITY OF HAVELOCK WASHINGTON REGIONAL OFFICE ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH PO BOX 368 199 CUNNINGHAM BLVD 943 WASHINGTON SQUARE MALL OPERATIONS. ORE HA VELIpI(K HAVELOCK, NC 28532 HAVELOCK, NC 28532 WASHINGTON, NC 27889 G DIG, CONTACT KATRINA MARSHALL CONTACT: KENNY MUSE PHONE: 252-946-6481 C. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL �� PHONE: 252-444-611 PHONE: 252--444-6412 PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE EMAIL : KMARSHALLGHAVELOCKNC.US EMAIL KMUSEGHAVELOCKNC.US CONSTRUCTION PHASES OF THIS PROJECT, u2 D. 1WARRANTY/DISCLAIMER:, A9 FIRE PREVEHB% THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES y A� CITY OF HAVELOCK DUKE ENERGY CAROLINA OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED BY THE OWNER AT THIS PO BOX 368 9700 DAVID TAYLOR DRIVE TIME. HOWEVER, NEITHER THE ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE ENGINEER Nq ONE HAVELOCK, NC 28532 CHARLOTTE, NC 28202 INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE. CONTACT: JOHN LEWIS PHONE : (800) 777-9898 '� PHONE: 252-444--6442 70 EMAIL JLEWIS9HAVELOCKNC.LJS E. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALLg� BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL WATER & ffWM TELEPHONE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL. WORKING HOURS. ANY CONSTRUCTION CITY OF HAVELOCK CENTURY LINK OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO1P PO BOX 368 PHONE: NEW BERN, NC 28557 INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR HAVELOCK, NC 28532 PHONE ; 252--633-9011 CONTACT: BILL EBRON THE CONSTRUCTION SITE. PHONE: 252-444-6410 F. ALL CONSTRUCTION WITHIN STATE HIGHWAY DEPARTMENT RIGHT—OF—WAY SHALL BE COORDINATED EMAIL:: BEBRONCHAVELOCKNC.US WITH THE HIGHWAY DEPARTMENT RESIDENT MAINTENANCE ENGINEER. G. ALL SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE SPECIFICATIONS OF THE. RELEVANT UTILITY COMPANY OR REGULATORY AUTHORITY, AND THE SPECIFICATIONS FOR THE CONSTRUCTION OF THE EXISTING IMPROVEMENTS WHICH ARE BEING ALTERED OR REPLACED. CONTRACTOR SHALL CONTACT THE ENGINEER FOR SPECIFICATION SECTIONS FOR ITEMS SUCH AS LANDSCAPING AND IRRIGATION THAT ARE AFFECTED BY THE WORK BUT NOT COMPLETELY DETAILED 11■ OR SPECIFIED ON THESE PLANS. Vicinity Map H. CONSTRUCTION AND INSTALLATION OF 1,200 S.F. CONVENIENT STORE, ALL UTILITY ENTRANCES, NOT TO SCALE AND 2-20,000 GALLON UNDERGROUND TANKS SHALL BE IN ACCORDANCE WITH ASSOCIATED PLANS. I. CONTRACTOR IS NOT TO START WORK UNTIL MURPHY OIL USA HAS RECEIVED WRITTEN PLAN INDEX: AGENCY DATE AUTHORIZATION FROM WAL-MART AND WAL-MART STORE J 25 _MANAGER HAS BEEN CONSULTED FOR SCHEDULING AND COORDINATION. ENGINEER _tCI� GALLOWAY (TANK&IPING) FREY MOSS UILDIN!a EM MOSS (CANOW PLANNING & ZONING J. THE GENERAL CONTRACTOR TO FIELD COORDINATE THE CANOPY SIGN LOCATION WITH MURPHY'S C-0 COVER SHEET COVER COVER SHEET CS1 COVER SHEET CS1 COVER SHEET CONSTRUCTION SUPERVISOR. STORM WATER C-0.1 COMPOSITE SITE PLAN FS-1 SPECIFICATIONS E-1 EXTERIOR ELEVATIONS E-1 FRAMING PLAN K. STAGE II VAPOR RECOVERY IS NOT REQUIRED. C-1 SITE PLAN FS--2 SPECIFICATIONS E-2 EXTERIOR ELEVATIONS E-2 ELEVATIONS BUILDING L. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED TO, LANDSCAPING, S-1 SURVEY FS-3 SPECIFICATIONS E-3 FLOOR PLAN E-3 LIGHTING & SOFFIT LAYOUT NPDES GRADING, BUILDING ELEVATIONS, LIGHTING OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL OF F-1 NOTES AND PART LIST THE DEPARTMENT OF PLANNING AND INSPECTIONS. S-2 SURVEY E-4 FLOOR FRAMING PLANS £-4 SECTION WAL-MART C-3 GRADING PLAN F-2 PARTIAL SITE/PAVING PLAN E-5 ROOF FRAMING PLANS E-5 SECTION M. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATION OFF`° OCCUPANCY OR GUARANTEED BY APPROVED METHODS IF APPLICABLE. F-3 N.E.0 CLASSIFIED AREAS C-3.1 STORM DRAINAGE PLANE-6 SECTION E-6 SECTION vtSlc,rV N. ALL REQUIRED IMPROVEMENT SHALL COMPLY WITH THE STANDARDS OF THE CODE OF ORDINANCES. C-4 EROSION CONTROL PLAN PHASE 1 F-4 STANDARD YARD AND DRIVE DETAILS E-7 SECTION F-1 FOUNDATION PLAN .APPROVED E-8 INTERIOR ELEVATIONS '{`��-+ ea�?oLINa ENViRON��EN'TA� F-5 PRODUCT PIPING PLAN MANAGEMENT COMMISSION a � T CONTRACTOR -+ p � T © C-4.1 EROSION CONTROL PLAN PHASE 2 F_g TANK ANCHORING DETAILS �:IVISIOIv OF WATER QUALITY NOTES i Q LaC�NT1�1�1C I GEC C-4.2 EROSION CONTROL DETAILS — RI E-9 INTERIOR ELEVATIONS SITE DATA TABLE .., � � F 7 TANK INSTALLATION AND RISER DETAILS E-10 FLOOR FINISH PLAN' — z3 _. 20 I1 A. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD WITH THE DATE WHEN CONSTRUCTION C-5 DEMOLITION PLAN OWNER AIURPHY OIL USA, INC. IS TO BEGIN. F-8 TANK SUMPS EL-1 ELECTRICAL. PLAN _ 2- I� ami: Nc � LJ_—I06 C12 2 B. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND LAYOUT C-6 UTILITY PLAN F-9 TANK VENTING AND OBSERVATION WELL DETAILS PARCEL II) HC (FUGa23 � C. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE ENGINEER OF RECORD INFORMED OF ANY G-7 PAVING PLAN f-10 UPP PETROTECHNIK PIPING SOLUTION EL--2 LIGHTING PLAN EXISTING ZONING HC (HIGHWAY COMI�CIAL} DEVIATIONS DURING CONSTRUCTION AND SHALL REPORT THEM IMMEDIATELY EL-3 ELECTRICAL DETAILS CURRENT USE PARKING LOT D. CONTRACTOR IS REQUIRED TO KEEP REDLINE AS—BUILTS AND TO PROVIDE THOSE TO MURPHY C-8 JOINT LAYOUT PLAN FE-1 CONDUIT PLAN, PUMPS AND DISPENSER WIRING EL-4 ELECTRICAL PANEL SCHEDULES PROPOSED USE COMMERCaAI (cns STATION) BASED ON A DRAWING BY: BASED ON A SURVEY BY: UPON COMPLETION. C— E. CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING THE AS —BUILT AND CERTIFICATE OF 9 TRUCK ROUTE PLAN FE-2 PUMPS AND DISPENSER CONTROL WIRING DIAGRAM p-1 PLUMBING PLAN CURRENT IMPERMUS f0.97 AC (82.16%) DEWBERRY & DAMS, INC. BECHTLER GREENFIELD SURVEYING OCCUPANCY (C.O.) REQUIREMENTS FROM THE ISSUING AUTHORITY. C-10 LANDSCAPE PLAN FD-1 40" CIL13ARCO ENCORE 2 PRODUCT DISPENSER DETAILS PROPOSE) IMPERVIOUS tA.85 AC (71.51%) 551 PINEY FOREST ROAD 1430 WEST PEACHTREE ST. NW, F. IF AN AS —BUILT SURVEY IS REQUIRED BY THE ISSUING AUTHORITY, THE CONTRACTOR SHALL BE P-1 PLUMBING PLAN PHONEDANVILLE, 34 24540 97— SUITE 225 RESPONSIBLE OBTAINING THE AS —BUILT SURVEY, PREPARED BY A. LICENSED SURVEYOR, AND C-11 IRRIGATION PLAN �-2 40� GILI3ARC0 ENCORE DIESEL DISPENSER DETAILS BUILDING SQUARE FOOTAGE is—1 SF M-1 MECHANICAL ROOF PLAN BUILDING HEIGFIi 13'--10' PHONE; (434) 797-4497 ATLANTA, GA 30309 SUBMITTING THE AS —BUILT SURVEY TO ISSUING AUTHORITY AND THE ENGINEER OF RECORD C-12 DETAIL SHEETFL-2 SIGNAGE PLACEMENT STANDARD FAX: (434) 797-4341 PHONE: (770) 422-8181 M--2 ROOFTOP PLAN NO. OF RES 1ROOMs 1 DWG DATE: 02-14-2006 FAX: (770) 422-8101 WETLANDS NOTE: C-13 DETAIL SHEET FL-2 STANDARD LABELING DETAILS F-1 FOUNDATION PLAN NO. OF STORIES 1 REV DATE: 02-19-2008 (REV 6) FIELDWORK DATE: 03-06--2014 ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. ARMY CORPS OF ENGINEERS C-14 DETAIL SHEET FC-1 BUILDING AND CANOPY LAYOUT/ELEVATIONS AND DETAILS F--2 FOUNDATION PLAN LSrFE AREA 1'19 AC DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERAL APPROVALS. THE CONTRACTOR. SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/OR RESTRICTIONS AND ANY VIOLATION WILL BE C-15 DETAIL SHEET GC1 GENERAL CONTRACTOR'S SCOPE SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE L-1 PHOTOMETRIC SITE PLAN REVISION DATE DESCRIPTION ENGINEER AND THE LOCAL GOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION. REV-0 11-20-14 PRELIMINARY REVIEW SET t\liitl�lil„,fir'/' .S> CAL REV-1 12-08-14 ADDRESSING WALMART COMMENTS V.� FLOOD CERTIFICATION:°4f Greenber Farrow O o f �ss. THIS PROPERTY IS NOT LOCATED WITHIN ANY PRESENTLY ESTABLISHED 1001YEAR FLOOD PLAIN, AS = ?'Q' 0� SHOWN BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP SEAL r. 9 3720642000J, COMMUNITY PANEL NUMBER 6420 DATED 07/02/2004 023207 CONTACT: GREG SISTRUNK, P.E. NOTICE TO BIDDERS: 1430 WEST PEACHTREE ST. NW, STE. 200 Y- ALL QUESTIONS REGARDING THE PREPARATION OF THE GENERAL CONTRACTORS BID SHALL BE DIRECTED TO THE OWNER'S CONSTRUCTION DEPARTMENT AT (870) 881-6786 SUBCONTRACTORS MUST JOB No.:20130378.0 DIRECT THEIR QUESTIONS THROUGH THE GENERAL CONTRACTOR. THE CONSULTING ARCHITECT AND/OR ATLANTA, GEORGIA 30309 D �� RATE: SHEETNO. 12--os-14 (404) sot-4000 THE CONSULTING ENGINEER SHALL NOT BE CONTACTED DIRECTLY WITHOUT PRIOR AUTHORIZATION FROM THE OWNER/DEVELOPER. , ,, C-0 i •I 1 '� t' I � :'�:' S r1� yS .. :.. 1 1 je4 ?Sf ML SV1� �o 2z z HIBIT + + BUILDING aE it 11 } ii !E i g �..._,.... SAP'.. ., .....,..............�Fd. dd0 dd0 d D dJO dAO d 3 dAO dAO d 0 72j 7 i 1OA 10A 1 OA 30.35 E. E E , ► f, - �� ��•--------3 3' �30.09' 7' I , 3.48' I 3.68 3.79' 4.05' I , U i i j / 30.3 30.09 �';� r 5.77'-----� ZF 130 SF 30.35'--- ±253 SF ' 12D ±247 SF i ±234 SF 1OA of ? YELLOW 120 10A YELLOW IOA 12D 12D YELLOW N� YEIlOW 108 d0 257 SF 12D ! 1 10B �i YELLOW �♦ 1 1 12 EE °° a 2E 513 12Gui 95 10' LANDSCAPE BUFFER - - - IE 2.32' �® 20 LANDSCAPE BUFFER 4.77' L) - -- ® r--2 s 13Avm 10 I co t a E I i s 13A a. �� NO GAP HlOAI I. lE ,moo - - - - - •..: $ +g I - W 2F I LL_ T PARCEL f144 SBLU BETWEEN i 12D BLUE 9U 18 LF DUMPSTER 2FI I ® 12A �. WALL & 10B I i AREA M CURB �c I 51,680 SQ. FT I 1.19 ACRES i D TYP. 5A SB 1 12 4.27 3.48'' -[ + I \ - - / =- [--- �E I ! c 0° [ + [ [ [ 24.77' U _ - -- - 3.67' IMP r ' K ° 21.5' 1 1 6' 3.67 30, c.� IL _ 35 21 - 11 A I �3.34 - - ;:. 120 }130 SF I ,� �x-!^,a4zl YELLOW b 149, 108 E li c4 I 2F �a oc !177. 0C -" �+- 1IU__ 50C N 50C 5B 120 i 1 BUILDING IMA_CK 20 rI t e r 16A _� 1ANDSCAF�f� BISFfER _. -._ ��%d �� ... .�� € Plommosimmums .m � tvm two loop F low { ! _ - i i I Ir ' I 1.4 WATER KIOSK REQUIRES NO. 70 ADDITIONAL APPROVAL %r FROM WAIL --MART BEFORE INSTALLATION. BUILDING SETBACKS: BUILDING SETBACK SHOWN ON PLAN ORE '`l ONE TEMPORARY ACCESS DRIVE.. NOTES 1. INSTALL TEMPORARY ACCESS DRIVE AS SHOWN. 2. T13MPORARY ACCESS DRIVE SHALL REMAIN OPEN UNTIL PERMANENT At= DRIVE IS COMPLETE. 3. THE PERMANENT ACCESS DRIVE SHALL BE COMPLETE WITHIN THREE (3) WEEKS. 4. TEMPORARY TRAFFIC BARRELS SHALL BE CONSTRUCTED OF LK�HTWEIGHT, DEFORMABLE MATERIALS. THEY SWILL BE A MINIMUM OF 36 INCHES IN HEIGHT AND HAVE AT LEAST AN 18-INCH MINIMUM WIDTH REGARDLESS OF ORIENTATION. METAL (DRUMS SWILL NOT BE USED. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, CIRCUMFERENTIAL, ALTERNATING ORANGE AND WHITE IRETROREFLECTTVE STRIPES 4 TO 6 INCHES WIDE. FACH BARREL/DRUM SHALL HAVE A MINIMUM OF TWO ORANGE AND TWO WHITE STRIPES WITH THE TOP STRIPE BEING ORANNGE ANY NON-RETROREFLECT0IIZED SPACES BETWEEN THE HORIZONTAL ORANGE AND WHITE STRIPES SHALL NOT EXCEED 3 INCHES WIDE. DRUMS SWILL HAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF CONSTRUCTION DEBRIS OR OTHER DFMIS. 5. CONTRACTOR TO INSTALL TEMPORARY TRAFFIC SIGNAGE FOR TEMPORARY ACCESS DRIVE. 6. CONTRACTOR SHALL (PROPERLY SEQUENCE PERIMETER EROSION CONTROL MEASURES WITH ALL TEMPORARY AWESS DRIVES AIL?/OR DETOURS. CONTRACTOR SHALL PROTECT ALL POINTS OF CONSTRUCMON INGRESS AND EGRESS AND ERASURE PERIMETER CONTROLS ARE PHASED ACCORDINGLY. 7. CONSTRUCTION FENCE AROUND PERMANENT DRIVE TO BE INSTALLED DURING CONSTRUCTION OF THE DRIVE AND REMOVED AFTER COMPLETION OF THE DRIVE. GC TO ENSURE THAT TRAFFIC THROUGH DRIVE IS NOT INTERRUPTED AT ANY TIME DUE TO CONSTRUCTION ACTIVITIES. ENSURE A MINIMUM TEMPORARY LANE WIDTH OF 10' (EACH 'DIRECTION) IS AVAILABLE AT ALL NAMES, FREE OF OBSTRUCTIONS TO VEHICLES. AT NO TIME SHALL THE CONSTRUCTION FENCE EXTEND INTO THE DRIVE MORE THAN 2' FROM THE f ACE OF THE CURB OR DRIVE. 0 203 ' 40' SCALE IN FEET 1. THE MURPHY STATION WILL NOT DROP THE WAL-MART GREEN SPACE BELOW CITY REQUIREMENTS. 2. ALL PERMANENT TURF AREAS MUST BE SODDED. 3. GC TO ENSURE THAT TRAFFIC THROUGH MAIN WAL-MART DRIVES IS NOT INTERRUPTED AT ANY TIME DUE TO CONSTRUCTION ACTIVITIES. ENSURE A MINIMUM TEMPORARY LANE WIDTH OF 10' (EACH DIRECTION) IS AVAILABLE AT ALL TIMES, FRET: OF OBSTRUCTIONS TO VEHICLES. AT NO TIME SHALL THE CONSTRUCTION FENCE EXTEND INTO THE DRIVE MORE THAN 2' FROM THE FACE OF THE CURB OR DRIVE. 4. IF DEMOLITION OR CONSTRUCTION ON SITE WILL INTERFERE WITH THE WAL--MART TRAFFIC FLOW OR ADJACENT PROPERTY OWNER'S TRAFFIC FLOW, THE CONTRACTOR SHALL COORDINATE WITH THE WAL-MART CONSTRUCTION/STORE MANAGER AND/OR ADJACENT PROPERTY OWNER, TO MINIMIZE THE IMPACT ON TRAFFIC FLOW. TEMPORARY RE-ROUTING OF TRAFFIC IS TO BE ACCOMPLISHED BY USING DOT APPROVED TRAFFIC BARRICADES, BARRELS, AND/OR CONES. TEMPORARY SIGNAGE AND FLAGMEN MAY BE ALSO NECESSARY. 5. ALL WAL-MART PROPERTY DAMAGED DUE TO CONSTRUCTION ACTMTIES MUST BE IsEPLACED/RE5TORED TO IlMA1TCFl THE IXESTING TYPE AND QU41JW OF WORK AND MUITERTALS> AND IS SUBJECT TO WAL-MART APPROVAL 6. UTILITY WORK DONE ON WAL-MART PARCEL, WHETHER BY THE GC. CITY OR THE UTILITY COMPANIES, SHALL BE REPAIRED BACK TO EXISTING CONDITIONS. 7. EROSION CONTROL MEASURES IMPLEMENTED INSIDE THE WAL-MART DRIVE ISLES AND PARKING LOT SWILL INCLUDE ONLY SILT BAGS (OR WA. -MART PRE APPROVED EQUAL) TO ENSURE TRAFFIC CIRCULATION IS NOT IMPEDED. GRAVEL INLET PROTECTION DEVICES SHN.L NOT BE ALLOW INSIDE THE WAL-MART DRIVE ISLES OR PARKING LOT. & GC SHALL UTILIZE DIRECTIONAL BORING OR .SACK AND BORE METHODS TO INSTAL ALL UTILITIES THRO M THE W l--MART PARKING LOT, AND PAVED AREAS OR DRIVE ISLES. PARKING INFORMATION: MURPHY OIL DESCRIPTION BUILDING AREA S. REQUIRED: RATIO SPACES MURPHY OIL 1,200 /1000 S.F. REGULAR ACCESSIBLE VAN ACCESSIBLE TOTAL 6 5 1 6 STALL DIMENSIONS: PROVIDED: 90% 9' x 18' RATIO SPACES 1000 S.F. REGULAR ACCESSIBLE I VAN ACCESSIBLE TOTAL 8.33 9 1 10 EXISTING ct FIRE HYDRANT EXISTING BUILDING 7X wvx WATER VALVE LAND LOT LINE (LLL) Gyx GAS VALVE - - PROPERTY LINE was 0 WATER METER UTILITY POLE (UP), Ckflrz-) GAS METER OVERHEAD LINES & GUY 0. MONITORING WELL FIBER OPTIC CABLE W POST INDICA TOR VALVE v 1->•-•�� TREE~ LINE i, MAILBOX (rh - SANITARY SEWER MANHOLE - STREET SIGN 05 SANITARY CLEAN -OUT (SCO) �9 TRAFFIC SIGNAL POLE mTELEPHONE MANHOLEIPEDESTAL TRAFFIC SIGNAL BOX STORM DRAIN PIPE WITH HEADWALL BACKFLOW PREVENTER DOUBLE-IMNG CATCH BASIN FIRE DEPT. CONNECTION ~~� SINGLE -WING CATCH BASIN L4: FIBER OPTIC BOX JUNCTION BOX J8 K� �•�' IRRIGATION CONTROL VALVE N� , 4D=-= DROP OR CURB INLET {D! OR Cl) �} DRAINAGE MANHOLE .��1` •••• �'�''' FENCE,• �S•. RIW RIGHT-OF-WAY .' DRAINAGE DITCH OR SWALE HJF REBAR PIN FOUND �'Q`O 21 - EXISTING IO FOOT CONTOUR _ :tZ r EXISTING 2 FOOT CONTOUR?FF OPEN TOP PIPE FOUND _ S E A Ir - C'TF CRIMP TOP PIPE FOUND 023207 - x 950.00 EXISTING GRADE SPOT ELEVATION CMF CONCRETE. MONUMENT FOUND DIRECTION OF SURFACE FLOW ' (N 47732717) RECORDED DATA BDF BRASS DISK FOUND t3 PARKING SPACE COUNT AXF AXLE FOUND � LIGHT POLE (LP) RBS REBAR PIN SET r- C,MP REINFORCED CONC. PIPE Em ELECTRICAL TRANSFORMER BOX CD ELECTRICAL METER RCP CORRUGATED METAL PIPE ELECTRICAL STUB OUT HOPE HIGH -DENSITY DEC 0 S zou <� UNKNOWN UTILITY STUB OUT POLYETHYLENE PIPE UGE UNDERGROUND ELECTRIC CABLE PROPOSED BOUNDARY LINE Y � CONCRETE INTEGRAL CURB (SEE DETAIL SHEET) CONCRETE CURB AND GUTTER (SEE DETAIL SHEET) * u CFP CONSTRUCTION SAFFENCE ON PAVEMENT (SEE DETAIL SHEET) Y Q ETY qK CF CONSTRUCTION SAFETY FENCE (SEE DETAIL SHEET) W . X TREE PROTECTION FENCE (SEE DETAIL SHEET) TEMPORARY ACCESS DRIVE U Z GENERAL SITE NOTES Z Of A ALL DIMENSIONS SHOWN ARE T4 THE FACE OF CURB UNLESS OTHERWISE NOTED. B. ALL CURS RETURN RADII SHALL BE S. AS SHOWN TYPICAL ON THIS PLAN, UNLESS OTHERWISE NOTED. qD C. UNLESS 07HERWLSE SHOWN, CALLED OUT OR SPECIFIED HEREON: 00 p Q ( k ALL CURB AND GUTTER ADJACENT TO CONCRETE PAVING SHALL BE INSTALLED (Voc PER DETAIL 1 A r PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE PAVING PLAN OVER n „ THE ENTIRE PARKING LOT AREA AND ALL APPROACH DRIVES. V SEE ASSOCIATED PLANS FOR CANOPY, COLUMN, PUMP ISLAND DETAILS AND LAYOUT. It D. CONTRACTOR SHALL BEGIN CONSTRUCTION OF ANY LIGHT POLE BASES FOR RELOCATED LIGHT FIXTURES AND RELOCATION OF ELECTRICAL SYSTEM AS STRAIN AS DEMOLITION. BEGINS. CONTRACTOR SHALL BE AWARE THAT INTERRUPTION OF POWER TO ANY LIGHT POLES OR SIGNS SHALL NOT EXCEED 24 HOURS. E. IF DEMOLITION OR CONSTRUCTION ON SITE WILL INTERFERE WITH THE WAL-MART TRAFFIC FLOW OR ADJACENT PROPERTY OWNER'S TRAFFIC FLOW, THE CONTRACTOR SHALL COORDINATE WITH THE WAL MART CONSTRUCTION/STORE MANAGER AND/OR ADJACENT PROPERTY OWNER, TO MINIMIZE THE IMPACT ON TRAFFIC FLOW, TEMPORARY RE-ROUTING OF TRAFFIC IS TO BE ACCOMPLISHED BY USING DOT APPROVED TRAFFIC BARRICADES, BARRELS, AND/OR CONES. TEMPORARY SIGNAGE AND FLAGMEN MAY BE ALSO NECESSARY. F. ALL WAL-MART PROPERTY DAMAGED DUE TO CONSTRUCTION ACTIVITIES MUST BE REPLACED/RESTORED TO MATCH THE EXISTING TYPE AND QUALITY OF WORK AND MATERIALS, AND IS SUBJECT TO WAL-MART APPROVAL. G. CONTRACTOR TO PROTECT EXISTING LANDSCAPE/IRRIGATION MATERIAL H. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL., APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED/SODDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. I. THE MURPHY STATION WILL NOT DROP THE WAL-MART GREEN SPACE BELOW CITY REQUIREMENTS, J. CONTRACTOR IS TO VERIFY LOCATION OF WAL-MART IRRIGATION SYSTEM, VALVE BOXES, CONTROL BOXES, BACKROW PREVENTION DEVICES AND OTHER ITEMS WHICH ARE PART OF THE SYSTEM. IF DAMAGES THEY MUST BE REPAIRED AT CONTRACTOR'S COST. K. THE LOCATION OF THE CONSTRUCTION FENCE ON THE DRAWINGS IS FOR GRAPHICAL REPRESENTATION ONLY. THE CONTRACTOR IS TO ENSURE THAT THE CONSTRUCTION FENCE ENCOMPASSES THE ENTIRE WORK AREA L CONTRACTOR SHALL PURCHASE AND INSTALL A MAILBOX, AND SHALL COORDINATE LOCATION OF MAILBOX WITH MURPHY CONSTRUCTION MANAGER AND/OR ON -SITE REPRESENTATIVE AND LOCAL POSTMASTER. O SITE NOTES LEGEND 2F DRILL (2) 3/4' X 5/8' DIA. HOLES (1) EACH FOR OPEN POSITION do CLOSED POSITION OF GATES. TO BE USED ON BOTH SIDES OF GATE SEE DUMPSTER DETAIL. 8B OVERHEAD CANOPY - (TYP.-PER CANOPY PLANS) 12A 4' TRAFFIC YELLOW LANE STRIPE (SEE LENGTH INDICATED AT SYMBOL) 120 4' WIDE PAINTED STRIPES. ZO"O.C. 0 45' (SEE SIZE COLOR INDICATED AT SYMBOL) 12H 4' DOUBLE TRAFFIC YELLOW LANE STRIPE (SEE LENGTH INDICATED AT SYMBOL) 16A MURPHY OIL PYLON SIGN. 21A TAPER CURB/SIDEWALK TO MATCH D0511NG CURB/SIDEWALK 21 D EDGE OF CONCRETE SLAB. PER TANK/PIPING PLANS. 21E UNDERGROUND STORAGE TANKS (2 20,000 GAL.). 21G AR VACUUM UNIT WITH 4' x 7' CONCRETE SLAB 21 H ATM LOCATION. 21 L PRICE SIGN PER APPROVED ELEVATION 21P V X HY CONCRETE PAD FOR PROPANE TANKS. 21U 5' X 7' CONCRETE SLAB FOR ICE UNIT. SEE NUMBER INDICATED AT SYMBOL 70A TEMPORARY TRAFFIC BARRELS ❑ SITE DETAILS - SEE DETAIL SHEETS 2E DUMPSTER ENCLOSURE 2F CONSTRUCTION SAFETY FENCE ON PAVEMENT 2G CONSTRUCTION SAFETY FENCE 30 CONCRETE SIDEWALK 5A GUARD POST (SINGLE) 5B TRAFFIC SIGN IN SOLLARD 9S A(X;ESSRBLE / VAN ACCESSIBLE PARKING SIGN (TYP.) 9U ACCESSIBLE PARKING SYMBOL (SEE PAINT COLOR IMCATED AT SYMBOL) 10A TRAFFIC FLOW ARROW (TYP.) 10B STOP BAR (TYP.) 10J CROSSWALK( PAVEMENT MARKING 11A DO NOT ENTER SIGN 12G 'STOP' SIGN 13A SITE LIGHT POLE SEE PHOTOMETRIC PLANS FOR POLE BASE DETAIL, FIXTURE TYPE, AND MOUNTING DETAILS. 50C TREE PROTECTION FENCE Wg in dg�Z .� zo op� a � 3 rti ...,�. r , 'I �•� S /0 02-ZZ t3A SIN 30, 32 LE TO S INN 1f ;f �� tf 11 it it ;! 000 GRATE INLET GRATE INLET I N 3SE 22.4GdJO dd0 dd0 - d-40' --- d0 dd0 - INN. OUT 23.34 i'� INV. OUT 41 iV � 22J » � 4 77.. ...�-...._.....-. -.- - ..... d.40 dAO EL LI_ U !LOB3IX 3os1 �,� 3i 5 G 37.01) TC 31.77 TC 3Ex 30.70 3D.s4`"rc ° 30.44 G -M `'a s € 31.97 G 31.97 TC 31.27 G 30.79 G i I 30.94C 31.47 G � i X44 G 31 30.54 TC ° p 30.04 G I M ' 31.18 T L31,71fTC..:, 31 s •+ 30.89 TC I 3D.68 G n a 30.39 G I. 131.54 TC ... �• . /► t i 1 ..-.-. _.._..a �.... w ..-� P 32.12 TCado 30.44 ti € 31.04 G' =32.25 31.62 Cs1 4i f 31.Z G - 3227 TC 31.75 G D�� \ II l 3125 G - - �„-3LVA ... \ 31.00 TC II I 1 31.21 1,a5y 31.68 \ 30.50 G 31.91 C C STM-> TM-> STM-> ' 3 T I g 31.82 31. 31.82 32.27 32.52 32.84 -^- 32.52 �* 1.82 32 02 - \ 32.84 3227 32.02 31.I32 \ 3213 gyp' `" 32 51 n57 32.88 ... k 1 . 3-2.86- 27. I W-35 w �.• . " \ 32.1 .63 7CI� 33 07 1 32 57 33-O7TiDl 401011F.41i. TNa �� �' I 31.44 TC ' I �s� sus I ,>'y�`$ `� 7I ` ` 31.97 30.94 G � i 3115 32.89 s-� 32.89 - Z �__ 32M T01 s' 1.97 32.64- 32 40 1_,2D0 SF.,�� T 32.14 32.3232�4 3263 32 921 F E. 33. J NI3g4 32 32 �t t9 _ 3214 32 B2 T01 I 32 33.13 T01 • _ 32.63 .13 I 3 32 82 T01 ! 32.37 31.76 325D2.B4 3178 32.95 3Z 95 - 78 32.84 32 50 32.37 23 w, 32.46 TC<-W1S C STM-> v 31.96 G�3z.s_s o - 32 97 49 110% ° 3188� 1.05% 31-------- -F - -n--- ---- _ -� _._ _ ._ _ � .. _------.._ .� .96 33.10 c r 32.67 TC G 1.62% 32.17 G J&43 TC 33.12 T5 1.05% '�- :,. -NKZL w >t:: A. U- U E GRATE !NLFT Top, 29.78 WV OU,,23.38 gyp° 31.14 k , 30.85 31.25 7.73 G 31.21 TC I 30.71 G I I 18D 1 I 031.54 TC 31.04 G I 31.86 EX 31.02 TC I 30.77 TC I I � 2.13 TC 31.63 G ,..� I 32.24 EX 32.38 IX 19 TC 31.98 G 32.3E G ��.83 �� �6 t4 32.97 EX ------------- _ ��.� _ ��..�_ �._� _. � r�� m �� �� _ �3315 TS 34.21 TC �f 33.71 G 18D II $ a 3.07 EX 33.09 EX If I 05 Dc .w `� `: "' ��` 32.32 EX 33 t 33.04 _` I § 33.01 EX d.�0 18D TS 33 58 EX ' _ �.. i fit 3z ! �. � ago dow volmomi'moom aim ! .....,...- ..........__.-...... «.� _...., - gyp` °'°"w �-'" �• , '.c' �� ....,.w...'"°.. 1 ow 4WD S�»�» m _ o- ... 24 tJ i t S f 1 CA ! CFI 6A si-N a; ,OF 30.42 UNABLE TO ACCESS INN .•...<, p--- �.. .....� Y..•- 31 ,wPp1 .+.°" '..rs _ �,,,„.,»... ..�.„ ...... ., y _...�......-. ....._. �- .....,.. ..-..d ..,..,... ,.... � ..,.. .........m .m-:- '"•"'. ^�^-• _ ......- �."» ,m„v, ««m.-,,._.�. "".., _ 25-...-,. . •�'• ..,- .,,.....- ....,,. ".,� ...�.. ....., �- .....» .- .�.�., ..,... �... .,...w ..� ......-_a .»�. w ...m- 2 04i 1. THE MURPHY STATION WILL NOT DROP THE WAL-MART GREEN SPACE BELOW CITY REQUIREMENTS. 2. ALL PERMANENT TURF AREAS MUST BE SODDED. 3. GC TO ENSURE THAT TRAFFIC THROUGH MAIN WAL-MART DRIVES IS NOT INTERRUPTED AT ANY TIME DUE TO CONSTRUCTION ACTIVITIES. ENSURE A MINIMUM TEMPORARY LANE WIDTH OF 10' (EACH DIRECTION) IS AVAILABLE AT ALL TIMES, FREE � OBSTRUCTIONS TO YEHICLES. AT NO TIME SHALL THE CONSTRUCTION FENCE EXTEND INTO THE DRIVE MORE THAN 2' FROM THE FACE OF THE CURB OR DRIVE. 4. IF DEMOLITION OR CONSTRUCTION ON SITE WILL INTERFERE WITH THE WAL-MART TRAFFIC FLOW OR ADJACENT PROPERTY OWNER'S TRAFFIC FLAW, THE CONTRACTOR SHALL COORDINATE WITH THE WAL-MART CONSTRUCTION/STORE MANAGER AND/OR ADJACENT PROPERTY OWNER, TO MINIMIZE THE IMPACT ON TRAFFIC FLOW. TEMPORARY RE-ROUVING OF TRAFFIC IS TO BE ACCOMPLISHED BY USING DOT APPROVED TRAFFIC BARRICADE, BARRELS, AND/OR CONES. TEMPORARY SIGNAGE AND FLAGMEN MAY BE ALSO NECESSARY. 5. ALL WAL-MART PROPERTY DAMAGED DUE TO CONSTRUCTION ACTIVITIES MUST BE REPLACED/RESTORED TO MATCH THE EXISTING TYPE AND QUALITY OF WORK AND MATERIALS, AND IS SUBJECT TO WAL-MART APPROVAL. 6. UTILITY WORK DONE ON WAL--MART PARCEL, WHETHER BY THE GC, CITY OR THE UTILITY COMPANIES. SHALL BE REPAIRED BACK TO EXISTING CONDITIONS. 7. EROSION CONTROL MEASURES IIr IU ENTED INSIDE THE WAL-MART DRIVE ISLES AND PARKING LOT SHALL INCLUDE ONLY SILT BAGS (OR WAL-MART PRE-APPROM1fED M AO TO ENSURE TRAFFIC CRUXATION IS NOT IMPEDED, GRAVEL. INLET PROTECTION DEVICES SHALL NOT BE ALLOWED INSIDE THE VIAL -MART DRIVE ISLES OR PARKING LOT. & GG SAALL UMAZE DIRECTIONAL 9ORM OR JACK AND BORE METHODS TO INSTALL ALL UTILITIES THROUGH THE WAL-MART PARKING LOT, AND PAVED AREAS OR DRIVE ISLES. GC TO ENSURE THAT TRAFFIC THROUGH DRIVE IS NOT INTERRUPTED AT ANY TIME DUE TO CONSTRUCTION ACTIVITIES. ENSURE A MINIMUM TEMPORARY LANE WIDTH OF 10' (EACH DIRECTION) IS AVAILABLE AT ALL. TIMES, FREE OF OBSTRUCTIONS TO VEHICLES. AT NO TIME SHALL THE CONSTRUCTION FENCE EXTEND INTO THE DRIVE MORE THAN 2' FROM THE FACE OF THE CURB OR DRIVE. LEGEND EXLS1iNG FIRE HYDRANT cn EXISTING BUILDING wvx WATER VALVE LAND LOT LINE (LLL) MX GAS VALVE ' - - -- PROPERTY LINE ON El WATER METER -0I4U--ik_-0HU-- UTILITY POLE (UP), r GAS METER OVERHEAD LINES & GUY 0 MONITORING WELL -%T----F 0T- FIBER OPTIC CABLE piv POST INDICATOR VALVE TREE LINE WN MAILBOX p� --:'�,-- SANITARY SEWER MANHOLE- STREET SIGN J $w SANITARY CLEAN -OUT (SCO) TRAFFIC SIGNAL. POLE 0 TELEPHONE MANHOLEIPEDESTAL TRAFFIC SIGNAL BOX STORM DRAIN PIPE MTH HEADWALL 13ACKFLOW PREVENTER DOUBLE-WNG CATCH BASIN FIRE DEPT. CONNECTION SINGLE -WING CATCH BASIN urrrr,rrr I RBER aPrrc Box JUNCTION BOX J8 toy ,� ( m IRR16A RON. CONTROL VALVE �� �,�. , •�� - x- FENDROP CE CURB INLET (DI OR Cl) Q) DRAINAGE MANHOLE ��OQ.•k�Ssi(j•./� �_ - . ..-_.....- DRAINAGE DITCH OR SWALE R% RIGHT-OF-WAY `Q RBF REBAR PIN FOUND - •�L r EXISTING 10 FOOT CONTOUR S E A I_ _ OTF OPEN TOP PIPE FOUND ; EXIS71NC 2 FOOT CONTOUR = 023207 x950.00 EXISTING GRADE SPOT ELEVATION CTF.. CRIMP TOP PIPE FOUND ; CUF CONCRETE MONUMENT FOUND v • F NE.� 4 DIRECTION OF SURFACE FLOW �G.•' BDF BRASS DISK FOUND '',,'�• ,•.. l,�j (N 4773'2J �=) RECORDED DATA 13 PARKING SPACE COUNT AXE" AXLE FOUND 0 LIGHT POLE (LP) RBS REBAR PIN SET ELECTRICAL TRANSFORMER BOX CMP REINFORCED CONC: PIPE W. CD ELECTRICAL METER RCP CORRUGATED METAL PIPE ` ELECTRICAL STUB OUT HDPE HIGH -DENSITY UNKNOWN UTILITY STUB OUT POLYETHYLENE PIPE UGE UNDERGROUND ELECTRIC CABLE PROPOSED INK ,••r •� BOUNDARY LINE QV - - - - - - - - (GRADE BREAK --'XXXX - PROPOSED CONTOUR ®� _ Ld Y Ld CF CONSTRUCTION FENCE (SEE DETAIL SHEETS) DRAINAGE SLOPE AND DIRECTION SPOT ELEVATIONS: x �c �� X)m T01 TOP OF ISLAND a V XXXX EX. EXISTING ELEVATION �. X)m TS TOP OF SIDEWALK M STM-> � STM-> = PROPOSED STORM SEWER PIPE GENERAL GRADING NOTES Q. z A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, WATER MAIN OR ANY OTHER UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY ch � � QO CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY of a CONFLICTS OR REQUIRED DEVIATIONS FROM THE PLAN PRIOR TO CO !J CONSTRUCTION. NOTIFICATION SHALL BE MADE A MINIMUM OF 72 HOURS Ir PRIM TO CONSTRUCTION, THE ENGINEER AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE �( SUCH NOTIFICATION. B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE I GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE w TOPSOIL 1S NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED/SODDED, FERTILIZED. MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH. IS ESTABLISHED IN ALL AREAS. ANY RELOCATED TREES SHALL BE MAINTAINED UNTIL SUCH POINT AS TREE IS RE-ESTABLISHED. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. C. THE CONTRACTOR is SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING LITIUTIES AS SHOWN ON THESE PLANS Of IS BASED ON RECORDS OF THE VARIOUS UTIUTY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE. O N o INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. �� p THE CONTRACTOR MUST CALL THE APPROPRIATE UTIUTY COMPANY AT i m LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTIUTIES. `ire o Lm ra D. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE PROPOSED GRADES ;9 SHOWN ON THESE PLANS ARE NOT FROM AN AS -BUILT SURVEY. THE02 -C IiI go, INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING EXISTING ELEVATIONS BEFORE COMMENCING CONSTRUCTION. EXISTING AND Z " PROPOSED CONTOURS ARE FOR REFERENCE ONLY. qr� _ � E. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF IN 3 a THE CONSTRUCTION TRAILER. AND FENCING SHALL NOT AFFECT THE WAL-MART TRAFFIC FLOW.. F. CONTRACTOR TO FIELD VERIFY ELEVATIONS OF PROPOSED DRAINAGE STRUCTURES AND ADJACENT PAVEMENT CONSTRUCTED BY WAL-MART _PRIOR TO STARTING CONSTRUCTION. G. REFER TO GEOTECHNICAL REPORT FOR SPECIFIC SITE SOIL CONDITIONS AND CONSIDERATIONS. H. CONTRACTOR SHALL COMPLY COMPLETELY WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED FOR ACCESS AND 0 EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH PERFORMANCE CRITERIA AS REQUIRED BY OSHA. L CONTRACTOR SHALL TAKE ALL APPROPRIATE MEASURES TO KEEP i SEDIMENT FROM ENTERING THE WAL-MART PARKING AREA AND ENSURE THAT THE PARKING AREA IS KEPT CLEAN. F. ALL HOPE PIPE IN SANDY OR HG,HLY EROSIVE, OR EXPANSIVE SOILS SHALL BE N-12 Wf 0 (OR EQUIVALENT) WITH SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS. L( )) Q 4 -48' PIPE SHALL MEET ASTM F200 (OR AASHTO M252 TYPE S) REQUIREMENTS, AND B n I SHALL HAVE A MINIMUM MAWNINGS 'n' DESIGN VALUE OF 0.012. JOINTS SHALL BE tout WATERTIGHT ACCORDING TO ASTM D3212 (OR AASH70 M252. M294) REQUIREMENTS. GASKETS SHALL MEET THE REQUIREMENTS OF ASTM F477. JOINT PERFORMANCE, FITTINGS, ac MATERIAL PROPERTIES. AND INSTALLATION SHALT. BE. DONE PER THE COMPLETE ADS SPECIFICATION FOR ADS N-12 WT IB PIPE FOUND IN THE ADS, INC. DRAINAGE HANDBOOK, p LATEST EDITION. a co 0 G. ALL OTHER HOPE PIPE SHALL BE N-12 ST IB (OR EQUIVALENT) WITH SMOOTH INTERIOR® AND ANNULAR EXTERIOR CORRUGATIONS. a-46' PIPE SHALL MEET ASTM F2648 (OR N AASHTO M252 TYPE S OR SP) REQUIREMENTS, AND SHALL HAVE A MINIMUM MANNINGS in 'n' DESIGN VALUE OF 0.012. JOINT PERFORMANCE. FITTINGS, MATERIAL PROPERTIES, AND X INSTALLATION SHALL BE DONE PER THE COMPLETE ADS SPECIFICATION FOR ADS N-12 ST n I IBPIPE FOUND IN THE ADS, INC. DRAINAGE HANDBOOK. LATEST EDITION. luul H. IF USING HDPE PERFORATED PIPE FOR SUBSURFACE DRAINAGE AND DETENTION/RETENTION a � 0 SYSTEMS, THE PERFORATIONS SHALL MEET THE AASHTO CLASS II STANDARD PERFORATION PATTERN REQUIREMENTS. o L ALL STORM MU LINES 18-54' DIAMETER ARE TO BE REINFORCED CONCRETE PIPE 10a ACCORDING TO ASTM C-76 TYPE II UNLESS OTHIER11gSE INDICATED. 0 N OIL w 0 GRADING NOTES>7 ISO MATCH DUSTING MAMONS 51 B LIMIT'S OF SAWCUT AND PAVEMENT REMOVAL. no F s5. ay l 1 I If I e I�j? { .I. I Ir y � � i1 i `��` 1 l "� j r r 1, s r, t tl •r••. °. 1 �; r rf f n � r •�' f,: 1�ti� lkrr•i F, .. ... 7s5. .... �. ..r . i��'', + . .. I. .'4'.f '.1 il+�.r•,. rr.., rl 1 ' ap ,r-- sV v r7oco t72 2 - 1 BASIN ,3G, j2 LE T .�i S IN V. !r I COMBINATION INLET (A-1) TC 30.94 GRATE 30.44 INV. IN 29.00 (8' HDPE) INV. OUT 26.14(15' RCP) it € F t o' 1 ��O L E€ rt (a €8 i i� iI I� i1 i€ t€ i€ 6 € t i EX GRATE INLET (A-1) € RIM 29.99 EX GRATE INLET (A-2) i8C INV. IN 22.49 SE EX.3O RIM 29.99 1$C INV. IN 25.50 (W)(PROP.15x) INV. IN 25.50 (SW)(PROP.15j INV. OUT 22.39/NW /EX.3O' RATE INLET INV. OUT 23.3 NW EX.30" l )( ) lt� GRATE INLET 4( )( ) 0 r sE, 22. dd0 dd0 dJO dlT d0 d.40 d�0 d�0 WV, OUT 2.3,34 4 Y INV OL T / W) 22- 39 0 CL GRATE 11VLET ___.. CONSTRUCTION IN THIS ! n 65.4 LF 15 RCP ® 1.0070 TOP 29.78 l AREA SHALL BE 1 tsN SLIT 23.38 COMPLETED WITHIN 3 DAYS CONSTRUCTION IN THIS1 0 / , ! 29A AREA SHALL BE 1a. ' COMBINATION INLET (A-2) U- € € i 1 COMPLETED WITHIN 3 DAYS i n TC 30.54 V60.2 LF 15" RCP ® 1.00% 29A i �� GRATE 30.04 23E INV. IN 29.00 ' (8' HDPE) d 0 �� � � �� N I INV. OUT 26.20(15' RCP), f-� i 28A _. 3 r` t vm I Lj_ tj I I I � I f � 0 w -.e__--.--- ----- ,.��-.,..... �``�„ �.�..��.,,�....� ....�„».,...-.. � 4 ��0 .,...,.....tea... � .,„..„...„.•..., � - � � � ><r - - 34 C3 11 It !'� '° + iI dd0- � �� �--_.___._.._.. _ ��^» ...,,,,-, � Hwy •....'""..� ''^ t1r rr t 33 o �; --------------- ';V ✓ a :� 771 I i r J.�■�� <. La mm m IN CA ICH BASIN TOP 30.42 UNABLE :ICJ A 'CE S 'N V, I � A" g co to n STM---> TM-> STM-> ' I 27E O 0 �co na .�. . cn6 - _bb r 21 LF I ' . DPE O 17.3 4- HD 411 oox 1..,200 SF J 4 F I I 1 2 'P _ 1-- _� I TE'3 I ---- - i 21. LF • 3 N1G- I �� =>~ _ -.� I _17Z"-FIDRf= 4�0 i <-WAS9 C STM-> 27E 106.8 LF 4" HDPE O 1.00% - - r - 102.6 LF H4 EP O 1.00X $ 27E .� 27E i r a, I� IV § °•�� _dV•-...�.«..« __...� -.w. ._.�... -....mow .. � � � V� � � � � ,- � J-� m � ..� «..�..-�._U��' �.. �..� aw.n�FLJ � ._...�_._.. �.�- �-- -- �-�� -� - -- .-.,..,. _._-......-..-.w--. 5 0 20' 30' 40' on_m� SCALE IN FEET Y 44, r01� 9 � �q ONE 1. THE MURPHY STATION WILL NOT DROP THE WAL-MART GREEN SPACE BELOW CITY REQUIREMENTS. 2. ALL PERMANENT TURF AREAS MUST BE SODDED. 3. GC TO ENSURE THAT TRAFFIC THROUGH MAIN WAL-MART DRIVES IS NOT INTERRUPTED AT ANY TIME DUE TO CONSTRUCTION ACTIVITIES. ENSURE A MINIMUM! TBAPORARY LANE WIDTH OF IW (EACH DIRECTION) IS AVAILABLE AT ALL TIMES, FREE OF OBSTRUCTIONS TO VEHICLES. AT NO TIME SHALL THE CONSTRUCTION FENCE EXTEND INTO THE DRIVE MORE THAN 2' FROM THE FAKE OF THE CURB OR DRIVE. 4. IF DEMOiifiON OR CONSTRUCTION ON SITE WILL INTERFERE WITH THE WAL--MART TRAFFIC FLOW OR ADJACENT PROPERTY OWNER'S TRAFFIC FLOW, THE CONTRACTOR SHALL COORDINATE WITH THE WAL-MART CONSTRUCTION/STORE MANAGER AND/OR ADJACENT PROPERTY OWNER, TO MINIMIZE THE IMPACT ON TRAFFIC FLOW. TEMPORARY RE-ROUTING OF TRAFFIC IS TO BE ACCOMPLISHED BY USING DOT APPROVED TRAFFIC BARRICADES, BARRELS, AND/OR CONES. TEMPORARY SOME AND FLAGMEN MAY BE ALSO NECESSARY. 5. ALL WAL-MARL' PROPERTY DAMAGED DUE TO CONSTRUCTION ACTIVITIES MUST BE REPLACED/RESTORED TO MATCH THE EXISTING TYPE AND QUALITY OF WORK AND MATERIALS, AND IS SUBJECT TO WAL-MART APPROVAL 6. UTILITY WORK DONE ON WAL-MART PARCEL, WHETHER BY THE GC, CITY OR THE UTILITY COMPANIES. SHALL BE REPAIRED BACK TO EYJS11NG CONDITIONS. 7. EROSION CONTROL MEASURES IMPLEMEWED INSIDE THE WAL MY1RT DRIVE ISLES AND PARKING LOT SHALL INCLUDE ONLY SILT BAGS (OR WAL.--MART PRE-APPRO O EQUAL.) TO ENSURE TRAFFIC CIRCULMTi()<H IS NOT IMPEDED. GRAVEL INLET PROTECTION DEVICES SHALL NOT BE ALLOWED INSIDE THE WAL-MAIRT DRIVE ISLES OR PARKING LOT. B. GC SHALL UTILIZE DIRECTIONAL. BORING OR JACK AND BORE METHODS TO INSTALL ALL UTILITIES THROUGH THE VAL-MART PARKM LOT, AND PAVED AREAS OR DRIVE ISLES. GC TO ENSURE THAT TRAFFIC THROUGH DRIVE IS NOT INTERRUPTED AT ANY TIME DUE TO CONSTRUCTION ACTIVITIES. ENSURE A MINIMUM TEMPORARY LANE WIDTH OF 10' (EACH DIRECTION) IS AVAILABLE AT ALL TIMES, FREE OF OBSTRUCTIONS TO VEHICLES. AT NO TIME SHALL THE CONSTRUCTION FENCE EXTEND INTO THE DRIVE MORE THAN 2' FROM THE FACE OF THE CURB OR DRIVE. LEGEND EXISTING �w JX PRE HYDRANT EXISTING BUILDING wvN WATER VALVE �- LAND LOT LINE (LLL) >,v>1 GAS VALVE -- PROPERTY LINE mg© WATER METER ,I - HtlIti UTILITY POLE (UP), GM CD GAS METER OVERHEAD LINES 4, GUY 0 MONITORING WELL - 01--40T-- FIBER OPTIC CABLE plv POST WDICA TOR VALVE TREE LINE`; MAILBOX pn ----s.-- Os---S' --- SANITARY SEWER MANHOLE --zr - STREET SIGN (D SANITARY CLEAN -OUT (SCO) S TRAFFIC SIGNAL POLE ! TELEPHONE MANHOLE/PEDESTAL �. TRAFFIC SIGNAL BOX STORM DRAIN PIPE WITH HEADWALL BACKFLOW PREVENTER DOUBLE-1MNG CATCH BASIN FIRE DEPT. CONNECTION -- SINGLE -WING CATCH BASIN FIBER OP77C BOX ---===<)r- --~�-= =- JUNCTION BOX (JB) €c IRRIGATION CONTROL VALVE =- DROP OR CURB INLET (DI OR Cl) ---�-�a---�t-�- FENCE � DRAINAGE MANHOLE 1IW RIGHT-OF-WAY ►�A _ s DRAINAGE DITCH OR SCALE PBS REBAR PIN FOUND �� •• �� �,`� -- 0 g2o------- EXISTING 10 FOOT CONTOUR TF OPEN TOP PIPE FOUND 0 ,•' 0 EXISTING 2 FOOT CONTOUR �: -Q, x 950,00 EXISTING GRADE SPOT ELEVATION CTf~ CRIMP TOP PIPE FOUND - 'Q S E A L DIRECTION OF SURFACE FLOW CMF" CONCRETE MONUMENT FOUND _ 023207 _ (N 477.3'271) RECORDED DATA BOF BRASS DISK FOUND = PARKING SPACE COUNT AXF AXLE FOUND •.. •�Q LIGHT POLE (LP) RRS REBAR PIN SET E ELECTRICAL TRANSFORMER BOX CUP REINFORCED CONC. PIPE ELECTRICAL METER RCP CORRUGATED METAL PIPE ! rr JJJJJJriJi ELECTRICAL STUB OUTHDPE NIGH -DENSITY UNKNOIMr1 UTILITY STUB OUT POLYETHYLENE PIPE c 0 UGE UNDERGROUND ELECTRIC CABLE PROPOSED •� �� BOUNDARY LINE - -"- - - - --• - - GRADE BREAK XXXX - PROPOSED CONTOUR CF CONSTRUCTION FENCE (SEE DETAIL SHEETS) DRAINAGE SLOPE AND DIRECTION SPOT ELEVATIONS: x TOP OF CURB TOP ISLAND EXISTING ELEVATION TOP OF SIDEWALK M STM-> � STM-> = PROPOSED STORM SEWER PIPE GENERAL GRADING NOTES A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, WATER MAIN OR ANY OTHER UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS OR REQUIRED DEVIATIONS FROM THE PLAN PRIOR TO CONSTRUCTION. NOTIFICATION SHALL BE MADE A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION, THE ENGINEER AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED/SODDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY RELOCATED TREES SHALL BE MAINTAINED UNTIL SUCH POINT AS TREE IS RE-ESTABLISHED. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTIUTIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTIUTY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. D. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE PROPOSED GRADES SHOWN ON THESE PLANS ARE NOT FROM AN AS --BUILT SURVEY. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING EXISTING ELEVATIONS BEFORE COMMENCING CONSTRUCTION. EXISTING AND PROPOSED CONTOURS ARE FOR REFERENCE ONLY. I- THE CONTRACTOR IS SPECIFICALLY CAUTIONED. THAT THE LOCATION OF THE CONSTRUCTION TRAILER AND FENCING SHALL NOT AFFECT THE WAL-MART TRAFFIC FLOW. F. CONTRACTOR TO FIELD VERIFY ELEVATIONS OF PROPOSED DRAINAGE STRUCTURES AND ADJACENT PAVEMENT CONSTRUCTED BY WAL-MART PRIOR TO STARTING CONSTRUCTION. G. REFER TO GEOTECHNICAL. REPORT FOR SPECIFIC SITE SOIL CONDITIONS AND CONSIDERATIONS. H. CONTRACTOR SHALL COMPLY COMPLETELY WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH PERFORMANCE CRITERIA AS REQUIRED BY OSHA. 1. CONTRACTOR SHALL TAKE ALL APPROPRIATE MEASURES TO KEEP SEDIMENT FROM ENTERING THE WAL-MART PARKING AREA AND ENSURE THAT THE PARKING AREA IS KEPT CLEAN. F. ALL HDPE PIPE IN SANDY OR HIGHLY EROSIVE, OR EXPANSIVE SOILS SHALL BE N-12 WT IS (OR EQUIVALENT) WITH SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS. 4'--4e PIPE SHALL MEET ASTM F2648 (OR AASHTO M252 TYPE S) REQUIREMENTS, AND SHALL HAVE A MINIMUM MANNINGS "n' DESIGN VALUE OF 0.012. JOINTS SHALL BE WATERTIGHT ACCORDING TO ASTM D3212 (OR AASHTO M252. M294) REQUIREMENTS. GASKETS SHALL MEET THE REQUIREMENT'S OF ASTM F477. JOINT PERFORMANCE, FITTINGS, MATERIAL PROPERTIES, AND INSTALLATION SHAM BE DONE . PER THE COMPLETE ADS SPECIFICATION FOR ADS N-12 WT IB PIPE FOUND IN THE ADS, INC. DRAINAGE HANDBOOK, LATEST EDITION. G. ALL OTHER HDPE PIPE SHALL BE N-12 ST IB (OR EQUIVALENT) WITH SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS. 4"-48' PIPE SHALL MEET ASTM F2648 (OR AASHTO M252 TYPE S OR SP) REQUIREMENTS, AND %HALL HAVE A MINIMUM MANNINGS 'n' DESIGN VALUE OF O.OI2. JOINT PERFORMANCE, FITTINGS, MATERIAL PROPERTIES, AND INSTALLATION SHALL BE DONE PER THE COMPLETE ADS SPECIFICATION FOR ADS N-12 ST IS PIPE FOUND IN THE ADS, INC. DRAINAGE HANDBOOK, LATEST EDITION. H. IF USWG HDPE PERFORATED PIPE FOR SUBSURFACE DRAINAGE AND DETENTION/RETENTION SYSTEMS, THE PERFORATIONS SHALL MEET THE AASHTO CLASS II STANDARD PERFORATION PATTERN REQUIREMENTS. L ALL STORM SEWER LINES 1W-54' DIAMETER ARE TO BE REINFORCED CONCRETE PIPE ACCORDING TO ASW C-76 TYPE: II UNLESS OTHERWISE INDICATED. p STORM SEWER NOTES 9C CONNECT DOWN SPOUTS TO ORNN PIPE (SEE ARCH. PLANS FOR EXACT NO. AND LOCATION OF DOWN SPOUTS) STORM DETAILS - SEE DETAIL SHEETS 23E COMBINATION INLET 27E STORM DRAIN CLEAN -OUT C4 m o��r�o L p(�»n �1'3-iO$O� 4i .. ill m at=Go a � 3 •� ••, � 1 � , � : , � .,. 1 I I i ) 1 I f J1i l i ' j '' ; s ti, I� ' J 1 i�'� Ir' r 1 JI I.+ A LIMITS OF ' DISTURBED AREA I r ro I —Mao aaaaaw— _— SDP I _ GRATE rr,r € GRATE Yn .T,- it t ; - tN4! £H3l' 2:3.38 MV W r,40i 2...26 €{ ( IFB � IFB 1w -UT {sE) Z121 a # 'Inn o i - r +CE j _ 1 LIMITS OF DC �' DISTURBED j AREA CONCRETE WASHOUT AREA. ZITS OF s CONTRACTOR TO TU i RD RELOCATE/REMOVE THE WASHOUT SOP AREA': AREA ( "� l ; SDP AREA AS CONSTRUCTION PROGRESSES SO THAT €t 4 $ �.�- _'`" s�CONSTRUCTION TRAFFIC IS NOT _ 4 �~ CWA NEGATIVELY IMPACTED. "� �' m 32 - GENERAL EROSION NOTES ' x A. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER POLLUTION PREVENTION PLAN. ADD111ONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. B. BEST MANAGEMENT PRACTICES (BMP-S) AND CONTROLS SHALL CONFORM TO FEDERAL,. STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTORS SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. , C. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY n IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. } D. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT: NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. °➢r'' E. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA I" WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS," AND TOILET FACILITIES. CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM ON DOWNSTREAM SIDES AS NEEDED. r F. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) .SHALL BE us H11VY70 DETAINED AND PROPERLY TREATED OR DISPOSED. G. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED 4 ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. H. DUST ON THE SITE SHALL BE MINIMIZED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS .IS PROHIBITED. I. RUBBISH, TRASH, . GAREIAGE, UTTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL -BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWA'n DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. J. ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. MUST BE STABILIZED IMMEDIATELY UPON MMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF FAST -GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING OR BLANKETS. K.. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR VEGETATED IMMEDIATELY, OR STABILIZED AS SHOWN ON PLANS, NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTMTY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. L. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO PREVENT TRACKING OF DIRT, DUST OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBUC ROAD. PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED. M. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM BRANS MUST BE REMOVED IMMEDIATELY. N. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE 0. ON -SITE AND OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. (N P. SLOPES SHALT. BE LEFT IN A ROUGII0ED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. Q. DUE TO THE (MADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES. ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE. R. GENERAL CONTRACTOR IS TO DESIGNATE/IDENiiFY AREAS ON THE SITE MAPS, INSIDE OF THE LIMITS OF 1A41U IeANCT:, FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE. SEQUENCE OF CONSTRUC11ON 3 ' LIMITS OF s4 DISTURBED PHASE I AREA ; I. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 1 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. INSTALL ALL PERIMETER SEDIMENT MEASURES. 1 5. INSTALL ALL TEMPORARY EROSION & SEDIMENT CONTROLS AS'NEEDED. A a + 1 CATai NSA' w s�1.s2 UNPO.F T' AvCESS wv.. j 6. CLEAR AND GRUB THE SITE. - ; 7. BEGIN GRADING THE SITE:. PHASE IL 8. START CONSTRUCTION OF BUILDING PAD, STRUCTURES, AND OFF -SITE IMPROVEMENTS. 9 TEMPORARILY SEED .. .. - - ........ .........e ............„ ......,..�s� ��� --- DENUDED AREAS. � 5 10. INSTALL UTILITIES, UNDOMRANS, STORM SEWERS, CURBS AND GUTUS. 11. INSTALL INLET/FLUME PROTECTION DEVICES. 12 INSTALL RIP RAP AROUND OUTLET STRUCTURES. COc eAs?N 13. PREPARE SITE FOR PAVING. SF ` 0$ i cbT.� L__ _ 14. PAVE 51TE. c cur ` ''n w w �.a �. x_ Q-_ 1 `�� LIMITS OF "° ` r ✓ 15. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING a aEssv. m_ _ ®__ w E t ' gDP DISTURBED` I& REMOVE EROSION AND TEMPORARY SEDIMENT CONTROL DEVICES AFTER FINAL STABILIZATION IS 1 j AREA x - Aq;iEVED. : r �-----�._ f `�� � .✓- ,-°'" .,.. ��-M---,--._ tea, � € mY cam— �� .di.,.....�.«_...»....- rm®®.-e- w.�....w.�_._ ,__.me„µ ... -..«. ,w�- ....�..,�rs:.saca�a...."„•- r.^,,..s-c. ._>^'^.d .. ,..,.....,�..� .®.._....... _ .r "'• «» "" p _._.GFi^-"'_'r.._..-_ "-^+, - i , _... �..... _ ^^-.w�"--,- .meµ ce�U�- ----�' '�,' + 4' .. � ��' —` =--- ,�. - _ *m.. -__M 8MP MAINTENANCENOTES SF'`-'�^-_.� ��' • H w M...«•_' --- ....�._,._ ice_"`_'""'_"' YAW-'" MISS� „r ,�,...5...—._-.••. «.."..�_°� ALL MEASURES STATED ON 'DENS SITE MAP, AND IN THE STORM WATER POU_LITION PREVENTION PLAN, - - ;� -� - _ _Fo; - - �•-� ____ _5��A �� I _ _�_. — "°�'` SHALL BE MAINTAINED N FULLY FUNCTIONAL (rONDlll�l UNTTC NO LONGER REQUIRED FORA COMPLETED t ¢4=- - - � : GONE-- / -sL-- PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL 3 mmoono, rr - 9`�' �r ' " ~���� 1 - - -"-'- - "- 1 MEASURE SHALL BE CHEF BY A QUALIFIED PERSON N ACCORDANCE WITH THE CONTRACT DOCUMENTS ..�� + �» -� _,•--� "" OR THE APPLICABLE PERMIT WHICHEVER IS MORE STRINGENT AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: om '°"„� �.,,_, "� LF C.'`� .�--•._=a'ka�aa .�,m"^.,..� saa7/__"_""------ �maw_sn=«.e�s t +w a- - _._ —.-- - — - -- 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS �" � .- C*iv_ = = _DISTURBED OF UNDERMINING OR DETERIORATION. --" 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT GOOD STAND IS MAINTAINED. �_ - �"`" AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. - - -� - ®' - ^^-`""`"- 3. SILT FENCES SHALT. BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE___M ----�-- -- " - � - -��-� �W � _� _ - - � �J��� REMOVED FROM THE SILT' FENCES WHEN IT REACHES ONE-HALF OF THE SILT FENCE. Al I � _ �.�r - - - � _ 4. THE CONSTRUCTION EOOTS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR '' -` - x •- tig. FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRED PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR - I s s _?`gyp PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND. 6. FILM TUBES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM TUBES WHEN IT REACHES } OF ITS EXPOSED HEIGH : SEE DETAILS. CATG¢, RA�,N ) 7. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF DEBRIS.. ANY DEBRIS AND/OR rUa ,�ada SEDIMENT REACHING THE PUBLIC STREET SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER --�-- '� ° UNASLE TO -- w_ THAN FLUSHING 29,97v'CE.'aS ftrY. - . 70 rw r� �� OKY EROSION & SEDIMENT CONTROLS, ROCK CONSTRUCTION ENTRANCE, AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. TIRE ESCAPE OF SEDIMIs r FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND-DLSTUREING ACI'IVITIFS. EROSION CONTROL MEASURES WILL BE MAINTAINED) AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLBMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE SITE EROSION CONTROLS SHALL BE CHECKED AND IF NECESSARY, REPAIRED WEEKLY AND WITHIN 24 HOURS AFTER EACH RAINFALL2I/2". IN THE EVENT OF CONTINUOS RAINFALL, EROSION CONTROLS SHALL BE CHECKED DAILY. 24 HR EMERGENCY CONTACT: RUSTY COAN, P.E. 870-875-7629 ULTIMATE RECEIVING WATER UNNAMED TRIBUTARY PROJECT err r�R� t LOCATION USGS QUADRANGLE MAP S Cic I wss � _ SEAL - - 023207 N.T.S. DEC 09`914 LEGEND _ ®�9 EXISTING Y o FIRE HYDRANT ` M EXISTING BUILDING WYN WATER VALVE LAND LOT LINE (LLL) GvM GAS VALVE - - PROPERTY LINE W © WATER METER _ W Hi -Q, e{JHU UTILITY POLE (UP), i e GAS METER inN6 OVERHEAD LINES &GUY PC 0 MONITORING WELL 1------M3 --- FIBER OPTIC CABLE PTV POST INDICATOR VALVE Nub TREE LINE ® MAILBOx - - SANITARY SEWER MANHOLE STREET SIGN N :2 Z . Z (D SANITARY CLEAN -OUT (SCO) e TRAFFIC SIGNAL POLE d {D co TELEPHONE MANHOLE/PEDESTAL M TRAFFIC SIGNAL BOX u STORM DRAIN PIPE WITH HEADWALL BACKFLOW PREVENTER cc z == DOUBLE -WING CATCH BASIN FIRE DEPT. CONNECTION PC - �-- SINGLE -WING CATCH BASIN M FIBER OPTIC BOX Z �Z t -- —`-�3— JUNCTION BOX (J8) IRRIGATfON CONTROL VALVE CL DROP OR CURB INLET (DI OR CI) (� -- FENCE DRAINAGE MANHOLE I� _-.�- DRAINAGE DITCH. OR SWALE RIW RIGHT OF -WAY —920-- EXISTING 10 FOOT CONTOUR RB` REBAR PIN FOUND EXISTING 2 FOOT CONTOUR OTT' OPEN TOP PIPE FOUND � E,_E CTF CRIMP TOP PIPE FOUND F- {� x9i7.ti� EXISTING GRADE SPOT ELEVATION O Q =} DIRECTION OF SURFACE FLOW GPAF CONCRETE MONUMENT FOUND 1 0 4n,,!27"E) RECORDED DATA BOF BRASS DISK FOUND 0 PARKING SPACE COUNT AXF AXLE FOUND LIGHT POLE (LP) RBS REBAR PIN SET ELECTRICAL TRANSFORMER BOX CA4P REINFORCED CONC. PIPE IN ELECTRICAL METER RCP CORRUGATED METAL PIPE f �l ELECTRICAL STUB OUT NDPE HIGH -DENSITY ' � UNKNOWN UTILITY STUB OUT POLYETHYLENE PIPE UGE UNDERGROUND ELECTRIC CABLE PROPOSED ■► NOW SEND BOUNDARY LINE CF CONSTRUCTION FENCE mm mum mm um LIMITS OF DISTURBED AREA SOIL TYPE DESIGNATION Q L Ng��S�c PROJECT INFORMATION RECEIVING WATER IS AN UN -NAMED TRIBUTARY OF SANDY RUN. SANDY RUN EVENTUALLY �i � .•.� � C) CONNECTS TO TUCKER CREEK WATERWAY f 1.82 MILES TO N0R'TNM OF PRGIECT SITE. �+5 PROPOSED PROJECT IS CONSTRUCTING A GAS STATION CONSISTING OF 1,200 S.F. CONVENIENT v , _ STORE WITH 8/2 PUMP ISLANDS AND ASSOCIATED PARKING AREA. z O ACREAGE OF SITE IS 1.19 ACRES. a 8 DISTURBED ACREAM . OF SITE (INCLUDING OFF -SITE WORK) IS 1.31 ACRES. 3 ANTICIPATED CONSTRUCTION START DATE MARCH 2O15 AND COMPLETION DATE IS JUNE 2015. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO KEEP SEDIMENT FROM ESCAPING SITE AND ALL ACCUMULATED SEDIMENT SHALL BE CLEANED OUT AND REMOVED FROM SITE. DOWNSTREAM CONDITION WILL NOT BE NEGATIVELY AFFECTED BY PROPOSED DEVELOPMENT. EROSION DETAILS — SEE DETAIL SHEET C-4.2. CE STABILIZED CONSTRUCTION ENTRANCE -- SF -- SF SEDIMENTATION\SILT FENCE WITH WIRE SUPPORT DC DUST CONTROL. (USING: PHASING OF THE PROJECT, MULCH, SPRINKLING WATER, SPRAY -ON -ADHESIVE, CALCIUM CHLORIDE, BARRIERS, ETC.) CWA CONCRETE WASHOUT AREA SDP SILT DIKE (ON EXISTING PAVEMENT) IFB INLET FILTER BAG SITE SOILS Ra - RAINS FINE SANDY LOAM r .. F a t: , .L! . '.•4 3.. 'i .1 ��IE�'...... r l 4�1c'. ...._ .J-.. �... - - - --. ......� t s':-'� SrA w lfr'- �yCW 70 co oaQa Pap rcP .30.32 UNAR.' TO Across INV t E i Y i ps ItP2 ITS OF DI URBED Ra [ sTM-> TM-> sTM-> AREA�,� 4-1n t CONCRETE WASHOUT AREA. f - I ,V ?- CONTRACTOR TO I ------- RELOCATE/REMOVE THE WASHOUT i AREA AS CONSTRUCTION I PROGRESSES SO THAT n i4 I r a r � CONSTRUCTION TRAFFIC IS NOT I r "_ NEGATIVELY IMPACTED. -T ,r C-nLs I - 1 i�L ------ - tad -- ���. to rP z9.8* WV. IN (NW) 25.25 INV.. our t.W) 23.2E C7 {y lr fin 3t .t` ^•,"' + "^'"" �asm-s::w.........::ay.R;m�.::=ar:.�.rc.�sa�xce�s�axa�s�a=a aaa.a� r��:amo�ams�ar:a��� a �xraaasvxaeaa ¢ _ >=r cearsa�xx.��.rxn_a.re� o /ov MP °�I 1 : ';e g,of ;} �I � /`� // '� �` iI ��''" "�' �.:.�.�• ��' ��29 31 SDP LIMITS OF . ------------------- SDP DISTURBEf _ -------- AREA&--.,.»..,.»..».:..,,,.k.-,......__....,-,,--_--.»....,µ.r...,.,.w SF + SwTw_ •••� .,�� --- - -' } - 4 F _ raw + �� .+ 4WD "" «AIam an r-_ - f + dmmmm� +dm � ( w +.r.,�•�.��` � LIMITS OF tm we; r'-'. - .,w. "amssa�se-...._._-,.,-...°_._._s�cccu_xenw�mvar.ascm DISTURBED - _� - �� � - _ _ _ ._ m� � _ _ �=.......... -' AREA _ ry ..--- -. _ SF I CAT04 A»SN'- Top so. €z Ch OO 29.97 � g$ VNA-if Tv ACCESS iNV. UNNKE T3- ACc_rsl_ lhov. R All- Na 'r WAV 24 HR EMERGENCY CONTACT: RUSTY COAN, P.E. 870-875-7629 ERosION & SED twr CONTROLS, ROCK CONSYRUCi70N ENTRANCE, AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND CLOVER IS ESTABLISHED, THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE .PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND -DISTURBING ACTIVITIES. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FALL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EPFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE SITE EROSION CONTROLS SHALL BE CHECKED AND IF NECESSARY, REPAIRED WEEKLY AND WITHIN 24 HOURS AFTER EACH RAINFALL 21/7'. IN THE EVENT OF CONTINUOS RAINFALL, EROSION CONTROLS SHALL BE CIMCKED DAILY. .- ID GENERAL EROSION NOTES A. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER' POLLUTION PREVENTION PLAN. ADDITIONAL TEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION."* It B. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL C0WORM TO FEDERAL, STATE, OR Eir LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE CONTRACTOR SHALL IMPLEMENT f' ADDITIONAL CONTROL!:) AS DIRECTED BY PERMITTING AGENCY OR OWNER. r ' '•`; j f dr. C. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY' IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. D. CONTRACTOR TO OMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROL ',.�'F SEQUENCING SHOWN ON THIS PLAN, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. 4 A E GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WFBCH SHALL ALSO KBE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILETEilv :. �. FACIITIES. CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM ON DOWNSTREAM. SIDES AS NEEDED. [o I F. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE US HVYY 70 DETAINED AND PROPERLY TREATED OR DISPOSED. G. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY .AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND � LEAKS. H. DUST ON THE SITE SHALL BE MINIMIZED. THE USE. OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. L RUBBISH, TRASH, GARBAGE UTTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. J• ALL DENUDED/ 3ARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. MUST BE STABILIZED IMMEDIATELY UPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF FAST -GERMINATING ANNUAL GRASS/GRAIN VARIETIES. STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, T'ACKFUS, NETTING OR BLANKETS. K. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALT. BE PERMANENTLY STAB9UZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED. MID/OR VEGETATED IMMEDIATELY, OR STABILIZED AS SHOWN ON PLANS, NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. . L IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO PREM-34T TRACKING OF DIRT, DUST OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED. M. ALL MATERIALS SPILID, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST HE REMOVED IMMEDIATELY. . . N. CONTRACTORS OR SUBCONTRACTORS MILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. Q ON -SITE AND OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCA"DONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMU REQUIREMENTS. P, SLOPES SFlNL BE iLF•f IN A ROUGHENED CONDITION DURING THE f�2A[MNG PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. Q. DUE TO THE GRADE C,'FIANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL. BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE R. GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THE SITE MAPS, INSIDE OF THE LIMITS OF DISTURBANCE. FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE. SEQUENCE OF CONSTRUCTION 1. ALL STABILIZED CONSTRUCTION ENTRANCES. 2 PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE:. 4. INSTALL ALL PERMETEiR SEDIMENT MEASURES. 5. INSTALL ALL TEMPORARY EROSION do SEDIMENT CONTROLS AS NEEDED. 6. CLEAR AND GRUB THE SITE. 7. BEGIN GRADING THE SITE PHASE u 8 START CONSTRUCTION OF BETIDING PAD, STRUCTURES, AND OFF -SITE IMPROVEMENTS. 9. TEMPORARILY SEED DENUDED AREAS. 10. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 11. INSTALL INLET/FLUME PROTECTION DEVICES. 12. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 13. PREPARE SITE FOR PAVING. 14. PAVE SITE. 15. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 16. REMOVE EROSION AND TEMPORARY SEDIMENT CONTROL DEVICES AFTER FINAL STABILIZATION IS ACHIEVED. BMP MAINTENANCE NOTES ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHAD. BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL. STABILIZATION OF. THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURE SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT. AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDEMMING OR DETERIORATION. IORATION. 2 ALL SLEETED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3: SILT FENCES SHALL IE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF OF THE SILT FENCE. 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBUC RIGHTS -OF -WAY. THIS MAY REQUIRED PERIODIC TOP DRESSING OF THE CONSTRUCTION EXI7S AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARING AND STORAGE), THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PAR KING AREA AS CONDITIONS DEMAND. 6. FILTER TUBES SHALL Of. REPAIRED 70 THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM TUBES WHEN IT REACHES I OF ITS EXPOSED HEIGHT SEE DETAILS. 7. PRIOR TO LEAVING THE. SITE, ALL VENCLES SHALL BE CLEANED OF DEBRIS ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC STREET SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. PROJECT 3 LOCATION ,t� � ' �' ...CIF"`� i x 4 � a" P6 s 3 !, 1 f': ' ' f •!, • 64 e.- USGS QUADRANGLE MAP�� $ ' N.T.S. LEGEND EXISTING _ Y � EXIS1 FIRE HYDRANT00 _ LAND LOT LINE (ILL} NG BUILDING �VWATER VALVE LAND usr>o�4 GAS VALVE -- PROPERTY LINE fN 0 WATER METER = Nrrvz UTILITY POLE (UP), am cD GAS METER Y LLj OVERHEAD LINES & GUY 0 MONITORING WELL -'-F0T------F0T-- FIBER OPTIC CABLE POST INDICATOR VALVE pY TREE LINE W MAILBOX ----- SANITARY SEWER MANHOLE STREET SIGN G sea SANITARY CLEAN -OUT (SCO) ED TRAFFIC SIGNAL POLE CCD 0- (� 0 1:0 TELEPHONE MANHOLE/PEDESTAL TRAFFIC SIGNAL BOX - STORM DRAIN PIPE WITH HEADWALL BACKf LOW PREVENTER _---,' -- DOUBLE -WING CATCH BASIN FIRE DEPT. CONNECTION PC r =-- = SINGLE -WING CATCH BASIN M FIBER OPTIC BOX Z V� n C JUNCTION BOX 08) ' IRRIGATION CONTROL VALVE L I -D==�= DROP OR CURB INLET (DI OR Cl) CL FENCE DRAINAGE MANHOLE - , - DRAINAGE DITCH OR SCALE RfW RIGHT-OF-WAY �� e RHF REBAR PIN FOUND 9 EXIS77NO 10 FOOT CONTOUR r EXISTING 2 FOOT CONTOUR i773 OPEN TOP PIPE FOUND V x9i,ci EXISTING GRADE SPOT ELEVA77ON CrF CRIMP TOP PIPE FOUND o Q :Zoo re DIREC77ON OF SURFACE FLOW mu CIF CONCRETE MONUMENT FOUND 0 (N 47'13'27°E) RECORDED DATA F?DF BRASS DISK FOUND N 03 PARKING SPACE COUNT AXf AXLE FOUNDqK 41 LIGHT POLE (LP) RBS REBAR PIN SET Qj� ELECTRICAL TRANSFORMER BOX CUP REINFORCED CONK PIPE ELECTRICAL METER RCP CORRUGATED METAL PIPE ELECTRICAL STUB OUT HDPE HIGH -DENSITY UNKNOWN UTILITY STUB OUT POLYETHYLENE PIPE UGE UNDERGROUND ELECTRIC CABLE PROPOSED ....� BOUNDARY LINE CF CONSTRUCTION FENCE LIMITS OF DISTURBED AREA SOIL TYPE DESIGNATION PROJECT INFORMATION RECEIVING WATER IS AN UN --NAMED TRIBUTARY OF SANDY RUN. SANITY RUN EVENTUALLY � m CONNECTS TO TUCKER CREEK WATERWAY f 1.82 MITES TO NOME&ST OF PROJECT SITE. Lm � ,-, 8 O PROPOSED PROJECT IS CONSTRUCTING A GAS STATION CONSISTING OF 1,200 S.F. CONVENIENT Pilo STORE WITH 8/2 PUMP ISLANDS AND ASSOCIATED PARKING AREA ..� .. W f+0 ACREAGE OF SITE IS 1.19 ACRES. DISTURBED ACREAGIE OF SITE (INCLUDING OFF -SITE WORK) IS 1.31 ACRES. ANMPATED CONSTRUCTION START DATE MARCH 2O15 AND COMPLETION DATE IS JUNE 2015. w CONTRACTOR TO TAKE APPROPRIATE MEASURES TO KEEP SEDIMENT FROM ESCAPING SITE AND ALL. ACCUMULATED SEDIMENT SHAD. BE CLEANED OUT AND REMOVED FROM SITE DOWNSTREAM CONDITION WILL NOT BE NEGATNELY AFFECTED BY PROPOSED DEVELOPMENT. EROSION DETAILS - SEE DETAIL SHEET C-4.2 CE STABIUZED CONSTRUCTION ENTRANCE 0 PS PERMANENT STABIUZ'ATTON WITH SOD. SEE LANDSCAPE PLAN 0 - -- SIF ---- SF SEDIMENTATION\SILT FENCE WITH WIRE SUPPORT 1 DC DUST CONTROL (USING: PHASING OF THE PROJECT. MULCH, SPRINKLING WATER, SPRAY--ON-ADHESIVE. CALCIUM CHLORIDE, BARRIERS, ETC.) � S� � CWA CONCRETE WASHOUT AREA tuut Z D � rt SOP SILT DIKE (ON EXISTING PAVEMENT) w IFB INLET FILTER BAG ® w IP2 BLOCK AND AGGREGATE COMBINATION INLET SEDIMENT FILTER SITE SOILS Ra - RAINS FINE SANDY LOAM O 30' 45, 60, SCALE IN FEET F-3 .. .. ._ ._. _... --err ,r,;c. ;F' :r.•{;-� --- - - -- - �-i ='r'_^T s,T. - +�t.P.. ty i� i r r r r .> i rr 1 j- = y• r y! r � f y r °,1 '� - f*... ':., 1-1.✓ � 1,•:.�.' Il tr lr:i. 4.•1sti al.y..L[�'f.•.F 1 i _.. .. ��.. -.. ... .. ,.. ,..-�-,.. ,.__..�.... .�... _... .. _._� ... _ - - .- _... - -- - rl, �'.jYS 1i: VrWA rn �W °1vu oaaa SEDIMENT FILTER GRATE INLET PORTION WIRE MES CONCRETE BLOCKS OF COMBINATION INLET CONCRETE WIRE MESH ce " MIN 000 ----CUR INLET BLOCKSam- RUNOFF ♦ oQ a PORTION OF 00000a a o o a o■r r aoa o000000°o0 o°a°o°o°o°o° o°a°o°o°o° o 0 0 o a o 0 0 0 000 000 o COMBINATION. SEDIMENT INLET 000 FILTER o°o GRATE INLET AGGREGATE PORTION 000 c ° V oa CQM9INATIOIpN INLET GUTTER 0 a ..a oo GUTTER 0o o0 SECTION A —A go 0 n$ 0 1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF GRATE PORTION OF INLET ON THEIR SIDES. WITH ENDS OF ADJACENT BLOCKS ABUTTING. CUR CURB CURB INLET PORTION 2. HEIGHT OF BARRIER VARIES. USE STACKS OF 47, $', OR 12' BLOCKS, MIN. OF COMBINATION INLET A HEIGHT OF BARRIER SHALL BE 12' AND MAX. HEIGHT SHALL BE 24". FIA—NFACE 3. PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1 /2' OPENINGS OVER VERTICAL OF CONCRETE BLOCKS. 4. THE SEDIMENT FILTER SHALL BE 3/4' - 2" ANGULAR CLEAN STONE WHICH WILL SLOW THE FLOW OF WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET. TEMPORARY BLOCK AND AGGREGATE COMBINATION INLET SEDIMENT FILTER ,.. N.T.S. L • i ! .q. .:�'r ADHESIVE 20. '. `.•.A t' � , : .. ill � •. i• APRON ` = y `'i •' 0 :�. • APRON ON THIS SIDE OF THE DIKE SHOULD BE FOLDED UNDER THE DIKE SECTION AND GLUED DOWN A CONSTRUCTION DIKE SECTION AREA ADHESIVES: CONCRETE PAVEMENT USE LIQUID NAIL OR APPROVED EQUAL. ADHESIVE SHALL BE PLACED WHERE THE UNITS ASPHALT PAVEMENT USE EMULSIFIED ASPHALT. OVERLAP AND A 20" STRIP ALONG BOTH EDGES. SILT DIRE ADHESIVE FLOC` "'. �'{t EXISTING CONCRETE OR ASPHALT PAVEMENT ADHESIVE DETAL A -A SILT DIKE (ON EXISTING PAVEMENT) N.T.S. SD P Ck18To0g Tarn t n Cnuntit Area WaWr QL afflyr Programs flet protection— Geatextile FUter sag: .� Not", PremaMMOMredPtCdUeticr 1. InsfallwWmairgairlpeotextile-fiiter6air . Aft within a grata: Inifet ar cmAance with fortuladurees CecoIrnrineada4ions Product shown 1s the Typicallyhas same ype ai slfts$aw Sadillnant0onupi C Poke Maus reircf woornent byACF Einvvi'ranrnentai: KNP hQ001 of gealek k IlWr tag 2, REigular StltSa has a tab tensilo Wei W-11 V" pipe crew" strength of 300Ibs and puncture strength csf 120.9bs- Fabric is vvarl:polypropylene with dout ile sbt h.. S. lrlspect gootuits t. 1ter bag afer eadi. rainfallevent.. Remomae imentas recon rr w0edt by Marurtacturer... Do not instatl gedbw0e fdterbag at locations that. rwy cage flooding in sheets or soxient proper . 4. Pegular's'ltsas K*ba9 a flaw raw Of 4o gpM per square .foot of dean geatex4ie material. The flow ratef will be much lower when ftlied with sediment. NOT TO ALE EAlpanslatt resiront (114' nylan vI M washers] ls�[i+lE`[`RIC PLAN VIEW INLET FILTER BAGS NOT.& 4,6 inlet.ProWefton (IF) Page 9 of. 3 Concrete Washout Area (CAA 12` TYP. COMP+a iE.ii BERM AROi2I4n 1 .. THE PEAIMM UNAISTLIRI3td OR. GOAfPACtC3 Soll VEIiI>»iE TRAi1N9� $ MIN. CONTROL. (SEE VM .. I- - DETAIL L A-- iG A HOUT , 1:- SEE Pi.AN Vi" FW, -CWA NVALLATION LOCATION. 2 DQ NOT LocATE AN UNLINED, CWA W►T)+N 4W OF ANY 'NATUfM DRAIiNAGE .PATHWAY OR WATT iR ODY. DO NOT LOCAT£ WITHIN. 1,fli7E4' OF ANY AELL'S OR aFt04KIING .'WATER SOURCE% IF SITE CONSTRNNTS MAKE THIS INI=EASMLE. OR IF HIGHLY PEWEMI.I.- SOILS EXIST ON SITE, THE CWA MUST BE IN'STAL�EG WITH AN :;MPER.MEABLE LtlaER, `IB NIL INN. TI'Ii WEi S5) t* SLIRFACE STORAGE At,TERAIATIVES USING PRF..FAHRTCATED CONCRETE WASHOUT DeOXS OR A. TINED MOVE �OROUND STOWE ;ATE SHOULD BE USED. I THE CWA, :SHALL .Sir INSTALLED PRIOR. TO CONCRETE PLACEMENT ON 8U. 4, CSWA SHAUt INOI WE A FIAT SWISILIWAC IE R4T TI"IAT IS AT LEAST S' . B`F 8 sLWKS . LEO&NG OUT bF THE 'SUBSUIRFACE PIT SHALL BE 3:1 OR FLATTER, THE ST i.L BE. AT LEAST 3' DEEP, S. BE RIA 'SUAROU NDR4. SIDES:.AND . QAGK OF THE, CWA SKILL HAVE MIN4AUtd H0014T OF 1'. 6»- 1r£t11CLE TWKINQ. PAD SHALL SE SLOPED 2- X TOWAQS TfiE OIIA. 7. SONS SHALL BE PLACED At TME CONSTAUCTON ENTRANCE,AT THE CWOk: AND ELSEWHERE AS 'NECSSARY TO CLEARLY INDICATE TME LOCAT)ON, OF THE CWA TO OPERATORS OF CfJW RM TRUCKS ARD PUMP RRT;CSF 8. LISE EXCXVATED MATERIAL FOR .PERIMETER BERM CONSTRUCTI[?1N. November 1610, Urban Draittag� and Mod Co�rltrcil District. 'OWA;- UTb4n Swnn Dr *a r a arulail Vel4me 3 \MIN. 0.57i GRADE ET. / FROM PIJEgJC STREET. `'�i �"'i „/f�"� 1j . f INCHES GEOTEOU UNDERLINER-1 CONSTRUCTION ENTRANCE Ift MM-1 Concrete Washout Area (CWA CAA MA+16P' 17 NOTES 1. INSRECT :si pq EACH WORKDAY, AND MAINTAIN THEM. IN IEMECTIVE OPERATING CONDITION. MAINTENAI•(-E OF SMP9 SHOULD 9E PR©ACTIVEi NOT REACM, INSPECT .SMN AS SOON A$ POSSIBLE ;AND . AJ. WAYS. WITHIN 24 HOURS) FPLLOW NG A STORM TI'IAT CAUSE &WACE EROSION, hND PERFORM N ARY "14ENANCE. 2. FREOUEtNT OBSERVATIOT`tS AND MAINTENANCE ARE NECESSARY TO MAINTA€T4 ShIPS IN EFFECTIVE CPERA719+IG CONDITION, INSPECTIONS AND COWWrIVE MEA"ES SHOULD. BE DOCUMENTED TI'1Mt1Cxlll�; 1 WHERE amPs HAW FAUED REPAIR OR IREPiAUWNT SHOULD BE INITIATED UPON DISCCNERY OF THE FAILURE,, 4 THE GWA SHALL. BE € EPAIRED, CLEANED, OR ENLARGM .AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRM WASTF_ 3WNCRETE MATERIALS, ACCUMULATM IN PIT. SHIAtL BE REMOVED MINCE THE MATERIALS I•IAVE REACHER A DEPTH OF .2'. 5. CONCRETE WAaHt2Ur WATER. "WASTED PIS OF CONCRETE AND A41.TS OTHER .DEB IN THE SL€MRl=ACE PIT SHALL BE TRANSPORTI D .F kOM THE JOB SITE IN A WATER -TIGHT CONT&NER AND 1ASPOSED OF PROPERLY 6, THE CIIA SHALL. REMN IN PLACE UNtIL. ALL CONCRETE FOR THE PRQ>;OCT .IS PLACER; 7, WHEN THE CWA IS REMOVED, i..OVER THE. I3ISTURRED ANEA WITH TOP SQL' SEED. AND MULCH OR OTHERWISE STA&LUE0 IN A MANNER APPROVED BY THE LOCAL JURISUCT10IN: (DETAIL AQuIP'" FROM. Il{kM 9 OOUNTY,, COLORA1C 1W 11V OF PNMM 001.09W, NOT )WAILME IN ^I i. ' MANY JURISNCTIONS HAVE ,SMIP WAILS,.THAT VARY' MOM UDFCO STANDARD DUALS.0 _t'W.T WITH LOCAL ..JURISDICTIONS AS TO WHICH i L7AiL -SHOULD BE USED WHEN DIFFIEKNCtS ARE .NOTED, CWA-4 urban Dra inn a anal Floes Laniirtil Distc a November r 2010 Urban St'DrM Drainage Crimea. M"LiW. Volomc 3 C4V** U ��R$tYYtYt Yttttflffryr l! y� t �ae� Air! 1 4!SEAL r` ', ' �/� 'Ile �. mll ■ • i�r■iir !� - ICI r13lIrS..■'? �� �I� • ;�2oil ��ts ���r�ll� Apr, I •� y'.ifij' 1 ,wI EL'R���,_ YrrrA':-r3��i.s�',l.- � rr�- .I� � ti� �3• �� e�•,',� rirll� �rr�i ��i;S„-�_!�� ��� • -�-. e•� .Lai- ■ p 1111 -� r,�___ 4:t_ ., . rrf ��,, -.3 i-r !R� Ma ICI ,��rii�I�� ''�� ��j�►��11!II�;��::,��i. ��,�,I, - �r ����i����� ■err SECURELY FASTEN OVERLAPPING ENDS OF --y SILT FENCE MATERIAL TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER FASTENERS WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER COMPACTED FINISH GRADE BACKFILL ,0w+' GROUND -���CTION POSTS: STEEL T OR U TYPE. z FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION, N tom' EXTEND WIRE FENCE A MIN. OF 2" INTO TRENCH EMBEDDED SILT FENCE MATERIAL MIN. 8" INTO GROUND W/ 4" LAD ALONG BOTTOM OF TRENCH. PER NCDENR FIGURE 6.62o OF THE NCESCPDM. 1. INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST EDITION. 2. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE 'SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8' OF THE FABRic, ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART ALSO, EACH TIE PLACED ON A POST SHOULD BE POSITIONED TO HANG ON A POE* NIPPLE WHEN TIGHTENED TO PREVENT SAGGING. 3. NHTN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED A MINIWUM GF 60" ACROSS TWO POSTS, AS SHOWN. 4, MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP, DEPTH OF ACCUMULATED SEDIMENTS MAY NOT ExCE£O ONE-HALF THE HEIGHT OF THE FENCE MAINTENANCE CLFAVOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 5• ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC SLICING EQUIPMENT IS UTIUZED TO INSTALL THE FENCE PER FIGURE &.62a OF THE NCESCPDM. 6. WRAP APPROXIMATELY 6' OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES 7. COAPACT THE SOIL IMMEDLATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQ. INCH. COMPACT THE UPSTREAM SIDE FIRST. COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS. 8. ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE AGENCY REQUIREMENTS. SEDIMENTATION SILT FENCE WITH WIRE SUPPORT s N.T.S. Z W �W� r� W ;, 0 C LW 0 O =j W .. _. . r • _ ,' . l ' _ �T 77 . .,.. �r {t'F^S { dTrG -f.+i -I M ,i + i♦ f li mop '-sw r/o& o)c)a lymqt' q9 c�€Tc�r ��srN Ti6 33.1r" UPABL_� TO ACO; SS FNV. i i LOCA WN OF : AS---- r UWE UPLITY LV; 4TE 1 PA?VT AND FILAO +NL` r OCA, OF _ �:i?I.rTrc:a PF:R i wARKWaS 1 i yF � C f ' k f F 1*3 L � .9 i �4 9 4 a 4 � R .y ➢�ti a y y: .t Y V y .bAl G� r t i! zap arc � O --------------- r g'✓ �� F "d yyO J '�A ! r r I i 1 9.9 -Eep di U � i'v nrr(N6F zzss p - _ --- -' - _ r r om tn'LSF1 € � na SFMLT RA 18A Y ! Til PIH ` 1 k' - ; ONLY 18A omy 1 BA or Y 18A rl � �, srclrl c 5� a k's xI x F .s 3 .� i r � c rF=�a J if r f 2 s5' _ }a• 5 (' fi -P r � � �,;�, .; +'. r a k ,; s{ , € :.:' r,a a e, _, .s"! , dr, ef�� s,• f � " ...r= s 1b .d-1 ., .r, a � ,�;� � .. .,:. - .: a. �.. -. -,.- x ...:.. . ,-8-. _. - r-•,F x"y : .,: .... Y #' . -._( � -. , � - , r i _, --z h :- :':.. fi z-�gd..- r � .i ,,.•.:: €, , .s. ;:... -.. � a � 3 a. s d - s'�.# i� 3' z3', _-,.. _ a g .xs . r.: �a� � .a.?.^ s.� <,',�" =>'.i ✓ a' " e`'} s } '�-f',- / t;d'i - r4ieP bA �.p;s'' �M s� � ""AT I r r �19'RW5S POST I� y i Mp Ja 0 la.8E 'iv trCEcSS 7r 1� 28.47 dCL�S5INV. G`Rdk&L£ . - ' ACCM M. SSW 'fop :!2,58 ;NV, N (SF) 20-58 ?NV. IN fNWf 2028 wv. our £sw; 2ar8 _ 1 PAVEMENT MARKINGS. ALL TRAFFIC STRIPING AND PAVEMENT TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. -�� --.--- - MARKINGS SHALL BE REMOVED IN A RECTANGULAR SHAPE. NEW STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED B. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS RUBBISH WITHIN 24 HOURS OF REMOVAL OF OLD STRIPING AND AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT i I PAVEMENT MARKINGS, DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL - L LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH --- L PAVEMENT MARKINGS MAY BE REMOVED 8Y SANDBLASTING, OPERATIONS. N WATERBLASTING, GRINDING. OR OTHER APPROVED MECHANICAL METHODS. C. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY Q _ I TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE GROOVING IS NOT PERMITTED AND GRINDING IS PERMITTED i� CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE - ` ONLY FOR REMOVING THERMOPLASTIC OR EPDXY PAVEMENT HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT MARKINGS. PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS y PROJECT. �■ o U 1 WHERE GRINDING OR SAND -BLASTING IS USED FOR TIDE O O REMOVAL OF EXISTING TRAFFIC STRIPING AND PAVEMENT D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ' 1 I MARKINGS, AND SUCH REMOVAL OPERATION IS BEING AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS.-. -T- PERFORMED WITHIN 10 FEET OF A LANE OCCUPIED BY PUBLIC d �Z O 15 BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND � v z — TRAFFIC, THE RESIDUE INCLUDING DUST SHALL BE REMOVED WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE I I I € IMMEDIATELY AFTER CONTACT BETWEEN THE GRINDING 13R INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE Z p ' w--- SAND -BLASTING MATERIAL AND THE SURFACE BEING TREATi"E3, THE CONTRACTOR MUST CALL THE APPROPRIATE U11LilY COMPANY AT 1 0 18A 1 SUCH REMOVAL SHALL BE BY A VACUUM ATTACHMENT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD _ OPERATING CONCURRENTLY WITH THE GRINDING OR LOCATION OF UTILITIES. IL 0 I SAND --BLASTING OPERATION. — I I PAINTING OVER EXISTING MARKINGS OBLITERATE E. IF DEMOLITION OR CONSTRUCTION ON SITE WILL INTERFERE WITH. THE I WAL-MART TRAFFIC FLOW OR ADJACENT PROPERTY OWNER'S TRAFFIC --- — - -� 1 NOT WORK AND IS NOT FLOW, THE CONTRACTOR SHALL COORDINATE WITH THE WAL MART CONSTRUCTION/STORE MANAGER AND/OR ADJACENT PROPERTY OWNER, REPAIR DAMAGE TO ASPHALTIC SURFACES, SUCH AS TO MINIMIZE THE IMPACT ON TRAFFIC FLOW. TEMPORARY RE-ROUTING j f ETC. GREATER THAN 1/4 IN, IN DEPTH OF TRAFFIC IS TO BE ACCOMPLISHED BY USING DOT APPROVED TRAFFIC f. SPALLING, SHELLING, , RESULTING FROM THE REMOVAL OF BARRICADES. BARRELS, AND/OR CONES. TEMPORARY SIGNAGE AND PAVEMENT MARKINGS AND MARKERS. DISPOSE OF MARKERS FLAGMEN MAY BE ALSO NECESSARY. ACCORDANCE WITH FEDERAL, STATE. AND LDCArL f F. CONTRACTOR SHALL BEGIN CONSTRUCTION OF ON ANY LIGFIT POLE 13 EE O ASES _ i ? REGULATIONS. t FOR RELOCATED LIGHT FIXTURES AND RELOCATION OF ELECTRICAL a I SYSTEM AS SO ON ON AS DEMOLITIO N BEGINS. CONTRACTORSHALL ALL BE AWARE THAT INTERRUPTION OF POWER TO ANY LJGHT POLES OR SIGNS t SHALL NOT EX CEED 24 HOURS. G. INTERRUPTION OF POWER TO ANY LIGHT POLES OR SIGNS SHALL NOT --- EXCEED (24) HOURS. rSA�rrTAar s�� � ./ f 4 PUMP STAMW MP M14D 1 € TOP Z. � i Q DEMOLITION NOTES B LF p( s� ren prat a z I i I _ 1 L3AA E3il Q �,r 18A 19A �.. --- r 4 �- TOP zS-3f arc PaE 1 STING TO BE RELIOVEO �°-��� �,� i 19A ExISTING a u 0 30' 45' IT Nq a SCALE IN no LEGEND EXISTING ,���,,,► �` FIRE HYDRANT C ARp ' EXISTING BUILDING WVD< WATER VALVEESS�Dy,�'�!. - ----m -- LAND LOT LINE (LLL) I# GAS VALVE 'fy •� = PROPERTY LINE #❑ WATER METER _ �¢ SEAL.G_ UTILITY POLE (UP), < t GAS METER 0=07 OVERHEAD LINES & GUY 0 MONITORING WELL -r0T---40T---- FIBER OPTIC CABLE pw POST INDICATOR VALVE •' rjE�; `�- TREE LINE . IW- MAILBOX , ---I-ss- SANITARY SEWER MANHOLE n- STREET SIGN ha 0 we SANITARY CLEAN -OUT (SCO) TRAFFIC SIGNAL POLE F -- STORM DRAIN PIPE LMTH HEADWALL EM BACKF OW PRE VENTER C Q 8 2 =_ DOUBLE -WING CATCH BASIN FIRE DEPT. CONNECTION ==� - SINGLE -WING CATCH BASIN 0 FIBER OPTIC 80X r ====o�- JUNCTION BOX (JB) i IRRIGATION CONTROL VALVE # DROP OR CURB INLET (DI OR CI) DRAINAGE MANHOLEFENCE _ _ s � DRAINAGE DITCH OR SCALE RI RIGHT-OF-WAY y # 91- EXISTING 10 FOOT CONTOUR TBF REBAR PIN FOUND _ - EXISTING 7 FOOT CONTOUR 07 OPEN TOP PIPE FOUND x MOM EXISTING GRADE SPOT ELEVATION ' TF CRIMP TOP POPE FOUND, � DIRECTION OF SURFACE FLOW CMF CONCRETE MONUMENT FOUND V) (N 47` J'27 E) RECORDED DATA BOF BRASS DISK FOUND Y 0 i PARKING SPACE COUNT AXF AXLE FOUND RN LIGHT POLE (LP) RBS REBAR PIN SET ELECTRICAL TRANSFORMER BOX CMF REINFORCED CONC. PIPE Q ILA' €w c) ELECTRICAL METER RCP CORRUGATED METAL PIPE 1� ! ` ELECTRICAL STUB OUT HOPE HIGH —DENSITY V) :V R I POLYETHYLENE PIPE a - UNKNOWN UTILITY STUB OUT UGE UNDERGROUND ELECTRIC CABLEZ 44 it z� (L €j i d Z PROPOSED -:4 I +■�` i �..r. BOUNDARY LINE p 0 I CF CONSTRUCTION FENCE 04 1 LIMITS OF PAVEMENT REMOVAL t �_Pl : ._. REMOVAL OF EXISTING PAVEMENT MARKINGS GENERAL DEMOLITION NOTES Li Li 01 rrc•�T' xVLE7. ..- - _ .._.- �. �. �.� � .- �� fx✓. ' 1' _ ___.- - _ - m w X.25 '%',, f CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE A. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING z>C REMOVED BEFORE THE INSTALLATION OF NEW STRIPING AND STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE VNABL f� T P IG LT 18A I f I� WAC-MAJRT REAL i STA IF 5?iS!W-4 S7 IN tv--w �. E ? AfA€1'C SST i a�aS° r 1&1 19A urr�&LF TO REIrWN p PYLON - AGES ?Iv'l. 6w.wcS5 PAST �o� - luu� s i f 3 LF 1 ' '` f I �-_� '�" # 51 B LIMITS ( 5AWCiiT AND PAVEMENT RF.fIIOVA�. _ aA 51D PROTECT EXISTING STRUCTURES AND PIPES DURING DEMOLITION AND �_-_ - 1 - -��` CONSTRUCTIDN PHASES. cc m �^ auy _ �.04� _'�. al r r ~ aJrIER .�^-.., q� 19A � S � �.. .:,.o_..:.. ^....,,,»-W...,� »�.m..,,.,.b:N..""•. "O ,_ ,.. 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