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2004-PROPOSED WAL MART SUPERCENTER #3624 00 SCHOOL BOULEVARD &CEDAR STREET MONTICELLO WRIGHT COUNTY, MINNESOTA UTILITY & GOVERNING AGENCIES CONTACT LIST: MONTICELLO MUNICIPAL OLSSON ASSOCIATES BRR ARCHITECTS 505 WALNUT STREET, SUITE 1 7900 W 78TH STREET, SUITE 150 6700 ANTINOCH PLAZA, SUITE 300 MONTICELLO, MN 55362 EDINA, MN 55439 MERRIAM. KS 66204 763) 271-3271 952) 941-0477 913) 262-9095 JOHN SIMOLA JERED MORRIS ROBERT CISTON SANITARY SEWER COMPANY _ DEPARTMENT OF TRANSPORTATION MONTICELLO MUNICIPAL MnDOT DISTRICT #3 505 WALNUT STREET, SUITE 1 3725 12TH STREET NORTH MONTICELLO, MN 55362 ST. CLOUD, MN 56303 763) 271-3271 218) 828-2463 JOHN SIMOLA BOB BUSCH GAS COMPANY MINNEGASCO LOCAL 70NING OFFICE MONTICELLO PLANNING & ZONING DEPT. PO BOX 59038 505 WALNUT STREET, SUITE 1 800 LASALLE AVENUE MONTICELLO, MN 55362 3. 763) 295-2711 MINNEAPOLIS, MN 55459-0038 FRED PATCH 612) 372-4664 GRADING & DRAINAGE PLAN SUSAN SARGENT C3.1 POWER COMPANY DEPARTMENT OF ENVIRONMENTAL PROTECTION MINNESOTA POLLUTION CONTROL AGENCY XCEL ENERGY 520 LAFAYETTE ROAD 414 NICOLLET MALL 155-4194 MINNEAPOLIS, MN 55401-1993 5IN 651)A296 6300 612) 330-5834 JOE HENDERSON KEN STABLER C5.1 TELEPHONE COMPANY HEALTH DEPARTMENT TDS TELECOM MINNESOTA DEPARTMENT OF HEALTH 316 PINE STREET 3400 N 1ST STREET, ROOM 703 CONSTRUCTION DETAILS ST. CLOUD, AN 56303 MONTICELLO, MN55362-0298 320) 255-4216 763) 295-2974 WENDY SPANIER TOM OLLIG f 14. C6.4 BUILDING CODE REVIEW MONTICELLO BUILDING INSPECTOR 15. 505 WALNUT STREET, SUITE 1 CONSTRUCTION DETAILS MONTICELLO, MN 55362 C6.6 763) 271-3212 17. GARY ANDERSON ENGINEER OLSSON ASSOCIATES 7900 W 78TH STREET, SUITE 150 EDINA, MINNESOTA 55439 952) 941-0477 TELEPHONE 952) 941-0644 FAX CONTACT NAME: DARRICK RADEMACHER OR JERED MORRIS E-MAIL: drademacher@ooconsulting.com OR jmorris©oaconsulting.com SURVEYOR SUNDE LAND SURVEYING 9001 E BLOOMINGTON FRWY, #118 BLOOMINGTON, MN 55420 952) 886-3108 SCOTT SOUKUP BRAUN GNC NRA TERTEC 245 E ROSELAWN AVENUE ST. PAUL, MN 55117 651) 487-7005 STEVE MARTIN FIRE DEPARTMENT MONTICELLO FIRE DEPARTMENT PO BOX 422 MONTICELLO, MN 55362 763) 295-4111 CHIEF SCOTT DOUGLAS CITY INSPECTOR MONTICELLO BUILDING INSPECTOR 505 WALNUT STREET, SUITE 1 MONTICELLO, MN 55362 763) 271-3212 GARY ANDERSON CITY ENGINEER WSB ASSOCIATES, INC. 4150 OLSON MEMORIAL HIGHWAY, SUITE 300 MINNEAPOLIS, MN 55422 763) 541-4800 BRET WEISS PROJECT - LOCATION SCHOOL BL' SITE LOCATION MAP NOT TO SCALE NOTES: 1. THE S FOR THE WAL-MART PORTION OF THIS PROJECTROJECT SHALL MEET OR EXCEED THE "WAL-MART STANDARD SITEWORK SPECIFICATIONS." OLSSON 2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONSASSOCIATES REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. SHEET INDEX 1. COVER SHEET 2, TOPOGRAPHIC SURVEY 3. C1.1 SITE PLAN 4. C2.1 GRADING & DRAINAGE PLAN 5. C3.1 UTILITY PLAN 6. C3.2 SANITARY SEWER PROFILE N 7. C4.1 PAVING GEOMETRIC & COORDINATE PLAID 8. C4.2 PAVING SPOT ELEVATION PLAN 9. C5.1 SWPPP PLAN PHASE 1 10. C5.2 SWPPP PLAN PHASE 2 11. OS C6.1 CONSTRUCTION DETAILS 12. C6.2 CONSTRUCTION DETAILS 13. C6.3 CONSTRUCTION DETAILS f 14. C6.4 CONSTRUCTION DETAILS 15. C6.5 CONSTRUCTION DETAILS 16. C6.6 CONSTRUCTION DETAILS 17. C6.7 CONSTRUCTION DETAILS 18. L1.1 LANDSCAPE PLAN 19. L2.1 IRRIGATION PLAN PROFESSIONAL ENGINEER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE SATE OF MINNESOTA. PRINT NAME:_Ua rric,&_yj_%i ad emac,44r JSIGNATURE:-_- _L7ad nr Pu- _ DATE b_zY_o'f_ LICENSE WAL*MART REAL ESTATE BUSINESS TRUST 702 SW 8TH STREET BENTONVILLE, ARKANSAS 72716--6489 479) 273-4000 c 4 a i oa$6 4 c s ac 6La a fl Sd'$ a`•y8 m ye88 Smfia SYpsEEE$ o5„L X A eegg Egg° TT e£Y`$E83_sEYEp €`ooR $88gg E1 a GS d°wma.8sc`5 °'Eo888Y Sab E a/ / g s S i s s Sd i 15 &S E2 fr EAEA ggSL z.°. i.0So 6 oR Oa Eg E5' pS BSliy x a an` do Z j S8 ge nfi t oG uf 3/ g` x 0$ 64 I I' 1. HI 2;€ All 4859 c 4 a i oa$6 4 c s ac 6La a fla`•y8 m ye88 Smfia SYpsEEE$ o5„L y eegg Egg° TT e£Y`$E83_sEYEp €`ooR $88gg r\ J/ a GS d°wma.8sc`5 °'Eo888Y Sab e; SS"8"°'SB . Hs" 883EE D°W888""""S uaK'5oo ooea "'u"o 'o'o oa=ea'°ao o' a51 aa t 000 oovaA0000006000 0006Y&oo a/ / m•w y u \ \ \ `p § 13X/, 1?V a° l R! '\ \ \ lJ <"' .. '•+ ..:$ii :h:`\:¢i;:, .air.';. _. _:%M'/ .::i:'+'i 1 / 0o eo " i YQ ro 0o a o jn ®/ / \ \ I\ / C e\\ r\ 14 I.! I h n 1n fit; .(\ I/ L E8 SS o g :` • \x as _ E N O8.. g e` Y -3 8 VEg a \ f 1 V' Z F g G F $m5 b 1 € ilk \ \ a Y aAd p d 6 ks: Ea4 3 tl AE : LffR •33dg P g g q 'e c 'cfi A'p V 11 o;ll e i 8l a° 1 11$ x° gGg s iliai jy'tlARYM'. \ 0 5 g.Y e g 1 5 S .k = s aE ifeg 1y8g yy a 1F4q F $ @ file 8 _ is T $ $G " _ 9$ 6 ra a s3 a se 9 s@ Se.1$ SII ig s I m I 1 a a 1 - l Jeal Ail3 $ 1 a 3 { S 4 ¢ g g 55 a 18 a €E ''qq S• 5 g $qq GG $ It l xp ied 3 6 g 5 N & 65 E ge t e g6 r Q as al. +d¢''SAS 8 5 S,5 C a g ra yA, € s ffi n y @ y k $ e i s as it DID f s g ag C GG aay$ 6 Aa As ? F % 9aslza26 & s Sz e' Sg6 3E$ 3 '61- 68{ ss E a : r €-Folsfg $€81:° Eg su'HIM, eagg a Iai9. e a av$ 0 o a s - m.na° Wn i Y Egg : I 9' 3 Milt, 5ys FSg34 '6d A $ 4,°m°pN.TMeiUvnx WAL-MART SUPERCENTER SITE PLAN ENGINEER & PREPARE R OWNER CESSION ASSOCIATES WAL•MART REAL ESTATE BUSINESS TRUST 7900 W 78th ST., Se.150 720 SW 8TH STREET MINA. th T., Se BENTONNLLE. ARKANSAS ]2712-6489 /' PN: 952-941-04T/ (479) 2]}4000 : SITE PLAN NOTES: 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS. CODES, AND O.S.HA STANDARDS. / 2- CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PUNS FOR EXACT LOCATIONS AND r O DIMENSIONS OF VESTBLLES, SLOPE PAVING. SIDEWALKS, EXIT PORCHES. TRUCK DOCKS. PRECISE 1 { BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 2y 3. ALL ISLANDS WITH CURB & GUTTER SHAT BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE , T. 24' CURB & GUTTER. ALL REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN. T 4. ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 10'. 5. ALL DIMENSIONS AND RADII ARE TO THE FLOWUNE UNLESS OTHERWISE NOTED. 6. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO. ALL UTILISES. STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES• ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. AL. COST SHALL BE INCLUDED IN BASE BID. B. SITE BOUNDARY. TOPOGRAPHY. UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR. 9. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED 'THE W& -MART STANDARD SITE WORK SPECIFICATIONS". 10. PYLON SIGNS SHALL BE CONSTRUCTED BY WAL-MARTS CONTRACTOR. THE WAL-MART PYLON SIGN SHALL BE CIRCUITED TO THE WAL-MART LIGHTING PANEL 11. REFER TO ARCH. PLANS FOR SITE LIGHTING AND ELECTRICAL PLANS. ALL LIGHT POLE BASES LOCATED IN LANDSCAPE ISLANDS SHALL BE LOCATED 3.0' (MIN.) FROM PROPOSED BACK OF CURB. 12. CURRENT ZONING IS B-4, BUSINESS 4. THERE ARE NO SETBACKS. 13. SIDEWALKS ALONG PUBLIC RIGHT-OF-WAYS TO BE CONSTRUCTED BY CRY OF MONTICELLO. 14. CONTRACTOR TO CORDINATE WITH CRY OF MONTICELLO ON TIE IN POINTS AT SCHOOL BOULEVARD AND CEDAR STREET. CITY PROJECT IS SCHEDULED FOR SUBSTATRAL COMPLETION ON JUNE 15. 2005. 1 IN ADDITION, ANY CONSTRUCTION NEAR THE TRANSMISSION (5) S SAFETY CLEARANCES. IF THIS CLEARANCE CANNOT BE MAINTAIN. THE CONTRACTOR OR DEVELOPER MUST ARRANGE FOR A LINE OUTAGE BY CALJNG XCEL. ENERGY'S SYSTEM CONTROL DEPARTMENT oEDICATE WAL-MART N TME PYLON SIGN 724 DETAIL / N.T.-=. ' d 82R=9i MONTICELLO BUSINESS CENTER 0 I OBEWGRT OUTLOT B QIj 0Y 01NB6T 1 C) I OUTLOTFlo a 52 5NT 6z g BY Oliffm) 11521Y E OR$ CONRR0. POINTI 3yy-- _.. G 2ii61 it /// N 21x6 m r _ 1 E 52(1801.x8 G -2,T2 / W'LL-N,VtT RICH TURN --_ - _ l i 0 r 4 PriON 96N OE2NnON PoNO + ., 1_--- _ ' AREA, TION AND WiWONT IRON FENCE 1 yryR91k1 ,,,°vxmr -- 0.5 LEASE IAEA O13/!' a ACRES xw 11,782 50.FT. 4• T R20 .. N [IxwwK B ., x n .0 ENCED SEVIN& GARDEN CENTER RL MIN 1 tori (,HozE a i11 ri 6 3m ga n ar* . 1 2.38ea B 1 $ , •,,, nor + tial `e' a a s 15. THE CONTRACTOR MUST NOTIFY XCEL ENRGY AT LEAST 5 DAYS PRIOR TO 8EGINNING - - - i m- - LEGEND N ws B I` IL =-' CONSTRUCTION. CONTACT DAVE BERKVND (612-330-5890). I O I, 2 Ry„ ' 0' I I ' .L SITE LEGEND: O 6- WIDE FIRE LANE WITH (UNLESS OTHERWISE SHOWN ON PIANS) eWIDEPAINTEDTRAFFICYELLOWSTRIPINGAT4502'-0' O.C. WITH 24" TALL LETTERING "FERE LANE -NO PARKING" AT 50' INTERWk S. OW RAISED CURB / FACE OF SIDEWALK TO BE PANTED TRAFFIC YELLOW AT THESE LOCATONS. REFER TO ARCHITECTURAL PANS FOR DETAILS. PEDESTRIAN CROSSWALK WITH 4' WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OF TRAFFIC AT 2'-C" O.C. UNLESS NOTED OTHERWISE. @ MESTRIAN CROSSINGPEDESTRIANCROSSWALKS GAS NOTED ON WIC -2 WN PANS. TYPICAL AT O YIELD' PANTED YELLOW ON PAVEMENT TYPICAL SEE DETAIL SHEET. F RAMPED PAVEMENT ALONG FRONT OF STORE TO BE FlDSH WITH TOPOFSIDEWALKAT5.0E MAXIMUM. REFER TO ARCHITECTURAL PUNS. OG EXIT PORCH, SEE ARCHMCTURAL PLANS FOR FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REWIRED. RAMP PAVEMENT RUSH WITH THE TOP OF STOOP, 5% MAXIMUM. OH 6.0PIPE BOLLARD TPICAL UNLESS NOTED OTHERWISE, SEE DETAIL OAT GRADE OVERHEAD DOOR LOCATION, SEE ARCHITECTURAL PIANS FOR EXACT SIZE AND LOCATION MR COORDINATION WITH CML PIANS. OPROVIDE (2) 4- WIDE STRIPES SPACED 10' O.C. X 130' LONG CENTERED ON DOCKING BAY DOORS. OK 16•-0• x 35'-B' CONCRETE COMPACTOR PAD. REFER TOARCHITECTURALPIANFOREXACTLOCATIONANDSLOPE. CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR EXACT LOCATION & DETAILS. ACCESSIBLE PARKING SPACE WCA. SEE DETAL SHEET FOR O ACCESSIBLE PARKING SPACE SIZE, SIGN AND SrtA801- (-VAN'-INDICATESVANACCESSIBLESPACE) OPANTED GUHND TYPICAL UNLESS NOTED OTHERMSE. STRIPES SHALL BE PANTED SYSL/4• AT V-0. O.C. PERPENDICULAR TO THE PARKING SPACE. SEE DETAIL SHEET. O0 10-0" WIDE PAIKED WHITE CROSSWALK WRH 4" PAINTED WHITESTUPING2'-0' O.C. PARALLEL TO THE DIRECTION OF TRAFFIC. CART CORRAL TYPICAL -SEE DUAL SHEET FOR WAL-MART CART CORRAL DETAIL 10' x 15' STRIPED AREA O JIB CRANE LOCATION LOCATION PANTED SYSL/4• AT 45 O 2'-0" O.C. SEE ARCH. PUNS OR 2'-0" LOADING ZONE AT ALL CURBED PARKING SPACES. 4• PAINTEDYELLOWSTRIPINGAT2'-0" O.C. PERPENDICULAR TO PARKING SPACE SEE DETAIL SHEET, O24• CONCRETE CURB AND GUTTER, SEE PLAN FOR TYPE SEE DETAIL SHEET. WE "A'-24' COMBINED CURB AND GURER. TYPE 'B' INTEGRAL CURB AND GUTTER. OT PAINTED DIRECTIONAL ARROW TYPICAL. SEE DETAIL SHEET. O'STOP* PAINTED WHITE ON PAVEMENT TPICAL. SEE DETAIL SHEET. O25'-0' WIDE PANTED WHITE CROSSWALK WITH 4" PAINTED WHITE STRIPING 2'-0" O.C. PARALLEL TO THE DIRECTION OF TRAFFIC. O AISLE INDICATOR SIGNS, TYPICAL - SEE DETAIL SHEET. O 'WAL-MAK TRUCK ENTRANCE' SIGN. SEE PLAN FOR LOCATION. OY THE STRIPING, REF. DUAL SHEET. O HNA' x 10' PALLET/ BALE STORAGE AREA EXISTNG POWER POLE. LANDSCAPE PLANTER BOX (TIP.) EKTEId054P0UT IFFRROLANEWITH ( MTHROUGH OF PPHARRMMA.CY CONCRETE PAD. WIDE PAINTED TRAM YELLOW STRINLESS PING AT 45'NON0 2PLAINS) . C. NO TRUCKS' SIGN. SEE PIAN FOR LOCATION. RETAINING WALL, SEE SHEET C2.1 FOR DETAL MASONRY AND WROUGHT IRON FENCE, REF. DETAIL SHEET C6.7. 1' CURB OPENING. II ACCESSIBLE CURB RAMP, REF. DEAL SHEET C6.3. WAL-.. CONTRACTOR SHALL CONSTRUCT CURB RAMP. CITY TO CONSTRUCT SIDEWALK OUTSIDE OF CURB RAMPS. JJ GUARD RAIL SEE SHEET CBS FOR DETAL. CROSS PAN. SEE SHEET C5.3 FOR DETAIL Oyu. SANITARY SEWER MANHOLE I i,,,((( - ` E OSSNH STORM SEWER MANHOLE I I I L IN a C\\ 'i I 1t m O EMH ELECTRIC MANHOLE /] o scx s a s' CENTER 3rd ADDITION a / a 1 MONTICELLO BUSINESS , e CURB INLET 00 w Y' CENTER 3rd ADDITION, r ` p TR TELEPHONE PEDESTAL I ztl ,--__R RY ' W OUTLOT A 1 pv JUNCTION BOXY a x c ^ / o- v x oulwr A NOT Pum OF T.Is coN[RAcr C -195 -SGL -OLBRELECTRICPEDESTALaasW51./4P MTMETER ams IxInI Tm TTe ' [ i 11 'ID -H' EELECTRIC METERy``. YSL/4' - ° CENTER ENIRr, GAT• TLRDENDEFE GEF( AReI/1wP FIWE_ ". DONT GAS METER. -0 GROSS SF. (AVMMN0 TLE HUT NOT GARDEN CEWM?) -2W,- T LTFvR CABLE CO CLEAN OUT TELEVISION RISER ( R OSc Y a •° ^ R5 a s' fFE 966.0 I ` 1 1 R5 a BY $ • Y ' 24' TAU lETTERNs FlRE LVIE-x0 D 3 WATER VALVE RV pARMxC a 50' 44 LGRATEINLET I I 2V INIIXVALS (T1TACgL) oe/a[/MOFMPREHYDRANTr `I RS a CAM RA LOCFREVENMONMO1S a CAMERA LOCAnCN $ R R IED I1-J 0 TTrt YARD HYDRANT Rs x B c 14 1 ll' y M.. MAILBOX - REFER TO ARCHBECTUFAL PUN$ ll Z p TIP TRAFFIC LIGHT POLE FOR SITE UGHIINc ELEc1RICA PLAN. M l CONTRACTOR $HVA REFER TO PRCHRECTUM PIANS ,' I 1 MST INDICATOR VAVLE ' SDEW <• a FOR FXACi LOCATC, AND DIMENSIONS OF VESTIBULI, 1p BE LT R9 K q, ,XCPED PANNG, IXR PORCHES, RAMPS AND TRUCK 9g I I l / j\ W Y 0 DOCKS, PRECISE BIALOING DIMENSIONS AND E T k 1 1 / E Ot a E T SIGN ) MLRT ENRUNCE LOGnDNy. J SPRINKLER CONTROL VALVE p A b ENTENTE INIPA{EPIWf I¢ 18'-S x 117-4 CGNNES'+OR N WATER METER PIT I'. i) p u ''1eP vAo MTH CNU 95Rmu L - - - - - - - - - - - - - CUX}RI PAC AT PNMMA- AT RRMEIER I£ ARCx PIANS I m PAD MOUNTED TRANSFORMER STM R5 x01'-- RIA£-111RU RB ARCH PLAxS T slCx Ry, M.gtl e' x ts' wepE sysl/a - _ N8470Y0'W 360.28' ovuuaLIMITSOFCONSTRUCTIONw _ . _ _ _ BUSH ROW poo' [y ew[u¢wvwr nm- CONTOUR LINE y,',',, ill'- c a RS - -. ' - F/o- 2" FIBER OPTIC CONDUIT DYSL/4' - meq• sTaP 5 - - - - - - - !' FRTDP R 5 a c719pp y- SANITARY SEWER UNE STORM SEWER UNE R' RY R5 s g a IT w- WATER LINE g' IRS T 0- GAS LINE L o 0-4 e s 11 [T R' mw \ To UGC UNDERGROUND CABLE I \ x wT = Z z eMExm, ooc xo [wex s 8 JD' I " .T a NExTImIn axxws cwm OMtl p `B 4H T9. 0 - 0' M x a g' 1x p BY o -x CHAIN LINK FENCE I 0'a xtl ASSOQgrE PgRNKG. 5 T TQ' SwSL/4- °F PSSOCIAICPARNING ` uu unun wsp¢vi PROPERTY LINE TmE •q' R5 ttl Pi CARR A GUTRR x - I I I I J/ CORNER FOUND TPE'A' g 'm PIPE BOLARD 2 Imo_ ll EX P.P. TO BE aR6 M GUTTER F // r O PqK b Q PROPOSED PARKING SPACES LtY mwu4 [m a rv1 AREA %CO ENER6YTDI V R pE1EN PCND E62iO St.SI m CART CORRALLu-Tol-l- - - - - - acalm HEAVYDUTYASPHALTID - - - - - -'---AT6.TS235aK '6d6------------------- -- ------ \- CONCRETE PAVEMENT CONTROL PONT agy s•xw.. TT, . xax. wm18rt IED IUTa r w 2IIMN N61797YW - sa+sw lu+v wxxsuE e.- mmnuanxzuo wslase mm W E 52°O61.B8 HEAP DUTY .5.322' Z C CONCRETE PAVEMENT N635135"W 12600' U C OSTANDARD DUTY ASPHALTIC Za L) CONCRETE PAVEMENT - ----- SW_ 1/4- OF -SEC.- 14 ----------- -------------- --- J d a w On wk PAINT STRIPING LEGEND: \ s\voo SWSL/4- - SINGLE WHITE SOLID LINE / 4• WIDE (T'WL N I B.5• XCEL POWER LINE EASEMENT REQUIREMENTS: a O 515L/4" -SINGLE YELLOW SOLID LINE / 4' WIDE EACH yg (BRypm TVG,) NP. 3' AIN. DYSL/4' - DOUBLE YELLOW SOLD UNE / 4' WIDE EACH 2,50' O+P" FOR ALL END sTAus) J CO Z SYSL/10- - SINGLE YELLOW SOLD LINE / 10' WIDE •: 1200• ryyp RLR ALL FTA STALi 1, THERE ARE 3 XCEL TRANSMISSION UNES OF DIFFERENT VOLTAGES WITHIN THE PROJECT AREA. 3SWDL/4' -SINGLE WHITE DASHED UNE / 4' WIDE xIE io CURB k GUTTER) TYPICAL ISLJIND DETAIL THE NORTHERN MOST IS UNE 0827. WHICH OPERATES AT 115 kv (115.00 VOLTS). THE CENTER SWSL/24- - SINGLE WHITE SOLID LINE / 24' WIDE 95•(1W. OF Al MIDDLE WDALS) AND SOUTHERN MOST ARE LINES 0985 AND 0978 RESPECTIVELY WHICH OPERATE AT 345 kv LE Q SYDL/4' - SINGYELLOW DASHED UNE / 4- WIDE NOT TO SCALE(345.000 VOLTS). J SYSL/12• - SINGLE YELLOW SOLID UNE / 12' WIDE _ 2. A WORKING CLEARANCE OF 20 FEET FOR THE 115 W LINE AND 25 FEET FOR THE 345 kV W g' Om. OF ALL LINES BETWEEN THE ELECTRICAL CONDUCTORS AND ANY CRANES OR DIGGING EQUIPMENT USED IN U ACCi55 AISLES) M OR NEAR THE EASEMENT. OR A CLEARANCE OF 20 FEET FOR THE 115 W LINE AND 25 FEET FOR SITE ANALYSIS TABLE 'aw O1P' OF Au- B' Dvp. OF Au Bpo`p' \ THE 30.5 kV UNES TO THE PHYSICAL PROXIMITY OF WOPoO=RS MUST BE MAINTAINED AT ALL TIMES. Z STALL;AfA INES) 0 UNE HALL COMPLY WITH ALL OSHA a LOT 1, SIX 1 THIRD ADDITION 27.80* AC. LESS CEDAR ST. R.O.W.• 0.15* AC. TOTAL ACRES 27.85* AC. WAL-MART BLOC. 203.091 S.F. TOTAL PARKING 1013 STALLS PARKING RATIO 5.0 1,000 S.F. DEDICATED TO CITY PER APPROVED PLAT INCLUDES 24 HANDICAP ACCESSIBLE STALLS 213 ASSOCIATE PARKING STALLS. 21 CART CORRALS, AND 7T6 REGULAR STALLS IiPll INP STALLS) N te' Oxv. OF '(•IAP. OF TVp All STALEST N $FA115) IN ADDITION, ANY CONSTRUCTION NEAR THE TRANSMISSION (5) S SAFETY CLEARANCES. IF THIS CLEARANCE CANNOT BE MAINTAIN. THE CONTRACTOR OR DEVELOPER MUST ARRANGE FOR A LINE OUTAGE BY CALJNG XCEL. ENERGY'S SYSTEM CONTROL DEPARTMENT dm.n by: DCTYPSIEVEROLLUN612-330-2875). AT LEAST TWO WEEKS ADVANCED NOTICE MUST BE PROVIDED IN checked by: JBM Ike OYP. OF ss' (EDP. OF Au. SCHEDULE A UNE OUTAGE. THERE IS A FEE OF APPROXIMATELY $350.00 PER DAY, PER OUTAGE, N1 STALS) STALL MAGAZINES) FOR THIS SERVICE THIS FEE MUST BE PAD PRIOR TO OUTAGE. approved by: DlR T}a pmject no: 2004-0131 NOTE: 1. DARKENED PARKING SPACE STRIPING IV 3. THERE SHALL BE NO PERMANENT OR TEMPORARY BUILDING ALLOWED WITHIN THE EASEMENT GRAPHIC SCALE deg name: 03-SP.DWG INDICATES ASSOCIATE PARKING, m' AREA 60 D SO 60 120 date: 09-24-04 INGIT4. THERE SHALL BE NO FUEL TANKS STORED OR REFUEUNG OF VEHICLES AND EQNPMENT WITHIN DETAILS THE EASEMENT. IN FEET) C 1TYPICALPARKINGTYPICALHANDICAP (VAN &CAR) PARKING 5 IMPROVEMENTS TO PUBLIC RIGHT-OF-WAY BY OTHERS ARE NOT A APRT OF THIS CONTRACT. 1 inch = 60 R 1 NOT TO SCALE NOT TO SCALE 4Y3031VL66'1411"'.4 lJa"_Z :1 PFEEND. 4dIPE UNEM(N SIGPIPE MA/) 1-2 M• RCP/ pVE 70.7 DOM 2-3 24 RCP/1CFE 83.E 0.004 4 30• RCRAHORE 97.3 0.004 4 3 wr Rrr AB 21.1 OAM 6-6 9' RW/1DR 653 0AD4 7 SO- RCP/oK 110.6 01 7_9 W. PoAAQPE e7.0 0.004 s4, 35 RCP/HpPE 22&2 DAc4 9-10 9 PLW/HOR 10.1 0404 10-12 36 aCP/kone SEL{ 0.004 11-10 15 Hap/HDR A CASH 1h31 15 ApP/IBPE BA 0.000 15-10 30 WIP/Nian 110.9 0.CO4 18-19 45 RCP/1al 234,0 04p4 17-19 15 RM/BPE 140.0 0.006 191 45 ARP/Nom 24,7 4004 20-30 1r XBRADPE 127.12 0.010 21_38 181• RCPADPE no am 22-23 2-2Y RCR/11CPE 2273 0.0p4 23-2.6 d' MSAIDR 27.6 0.004 2}281 1T RW/DPE 20.21 am 26-29 15 RCP/ of 784 am 27-26 16 RCP/WE 160.9 0.000 29-1 FOR 116.4 a004 21-4 15 ACRABR 26.6 am 30-31 1Y RW/XO+E 406.16 0.610 M-13 1r RW II 0.09 1S RCP 24,7 GAR 33-22 24• RCVABR 67.3 0.034 34-22 25 RWAWE 0&3 0.004 35-9 24• RCPAEfE 16x6 B.aM 36-17 30• PCP/fDPE Me 0.004 9-16 M' RCP/0"E Imo 0.004 36-39 Ur NCPADPE 117.0 a, 39-16 15 WRI/TCfE 60., 0.004 RIPRAP TABLE O LEGEND FOR PROPOSED IMPROVEMENTS OA EXISTING STORM SEWER PROPOSED DOG( DRAIN B EXISTING STORM SEVER INLET J PROPOSED CITY OF MON110ELLO STORM SEVER C EXISTING STORM SEWER MANHOLE Gm N/tz TRUNK MAIN (TO BE CONSTRUCTED BY THE QD PROPOSED CURB INLET. SEE DETAILSLS SHEET C6.8. SH Q CITY OF MONTCELLO) PROPOSED GRATED BASIN INLET. SEE DETAILS jDass, N/121 PROPOSED STORM SEVER 14,3 fi 1.6 FS F. W/ RIP -RAP PROTECTION© SHEET CS.6. INSTALL DOWNSPOUT/ROOFDRAIN LATERALS. PIPE PROPLASED PROPOSED DETENTION POND OUTLET STRUG LURE Q YM MATERIAL AND SIRE AS SHOWN ON PLANS. G MLB MAUUX 0" NOTED)SLOPE=1.OA UNLESS OTiERMSEQCONNECTTODOVNSPOUTS/ROOFDRAINS FROM 9K CUB IHIET 21137138 THE BUILDING LATERALS TO BE INSTALLED 9019 UNC BOX ensic 48 BELOW FROST UNE AFTER EXITING THE BUILDING SON CURB HET 211387$ 5.0' MINIMUM COVER TO TOP OF PIPE). REF. S93 CUB NIST 21 SEE ARCH. PLANS FOR INTERNAL Wu FEB 22474.24 DOWNSPOUT/ROOFDRAN CONNECTION. BD25 CURB NIST 177M OPIUM 9SP mETE (V IFpIPMRINIP ( N IDIE)IRNIP( N DIFBPWIW ( N OEMH ELECTRIC MANHOLE Oen IV/12 CURS INLET M TELEPHONE PEDESTAL t6 45 RW Gm N/tz ms t9.D Ls 24, I W RCP jDass, N/121 VIA 1 14,3 fi 1.6 NOTEALLELEVATIONS REPRESENT TOP OF SLABUNLESSatomsSENOTED. SPOT ELEVATION LEGEND XX.XX - BUILDING ELEVATION XX.XX TC - TOP OF CURB ELEVATION XX.XX TS - TOP OF CONC. SLAB ELEVATIGA- LEGEND O CMH SANITARY $EWER MANHOLE OSSMH STORM CEY.ER MMHOE OEMH ELECTRIC MANHOLE M CURS INLET M TELEPHONE PEDESTAL DX JUNCTION BOX ETH ELECTRIC PEDESTAL EMT ELECTRIC METER OGMT GAS METER OM CABLE TUEMMON RISER DEC, CLEAN CUT Wy WATER VALVE GRATE INLET Q FTHB FIRE HYDRANT Q YM YARD HYORMT G MLB MAUUX 0" WAPTC UGHT PoIE IV POST INDICATOR VANE v SIGN SIN MXRNHr1EN Coh arm VALA 0 WATER MOTOR PIT IN PAD MOUNTED TRANSFORMER PIPE BOLLARD STORM SEWER SCHEDULE STRUCTURE COORDINATE TABLE STRUCTURE COORDINATE TABLE (CONT.) sintle ENasnwwTILEMOnMR) EI61N6 SIN AND. BOX MIM72 52 mw Me FDNC. BOX 211908.24 621267.67 803 AM BO% 21181193 521221.03 SIN ANQ BOX 211746.381 521178.30 585 JMQ BOX 211217.04 521 SOB JM0. BOX 2116MO 521144.75 SD) ARE BOX 21161"1 52111373 808 ANG BO% 21194,42 521021.21 9K CUB IHIET 21137138 52094841 9019 UNC BOX ensic 48 6299N.A SON CURB HET 211387$ 820861.9 STRUCTURE COORDINATE TABLE (CONT.) sintle ENa smrmTIME mwwFE) SMITHTT) M2 FF 211338.34 580846.= W13 EX. ANC. BOX 21163&90 BN w 4 DIRETSROME 211367.43 520710864 8015 BASIN INLET 21201]1] 520404.73 we BASIN NLET 2118MM 620.3H.0.5 8017 CRB INIEL MIM14 SUNCH.55 SWI FEB 21170236 9we39 we Mc. WX 1 2111403 520,101.31 S1120 mitu SIBIICII.IE it- 2113H.6B 1 75.05 EDM BASIN INLET 21218,39 SUNK 15 5022 ANF BOX 21226234 90819.58 S93 CUB NIST 21 5201 Wu FEB 22474.24 90146,38 BD25 CURB NIST 22004.1 9136.621 o J N6'O`27.0 6 522' S ORM SEWER SC HF ULE N'TI _ SW, 114 OF -SEC SEWER SCHEDTILE (GONT.)'Z 1i - 4- SI ---- -- STMCA6E Ma SMOMMETRE MM/MWEIII MV,xM. MY, OUTM. PRMN0. PPEStUJM PPE PPE LMM (N SOME (ROTI WI JINQ BOX 94,3 Seem 968.211 1-2 24• RCP/ HOPE 707 am SO2 LNG HOW M41 99.99 BS7.M 2-S 24 INRs/ HpPE 83 B 0.604 W3 JR&. Has 9619 967.51 sum N 30. 3200/ NOE 97.3 0.034 344 AINo. BOX SBM 80}.67 99.62 h5 So• RCP/ HDPE 21.1 0.004 S9 LNC BOf 664,6 634.74 NON 5 e5 am/ HOE 58S 0.004 SOB LNC, BOY 9610 0.}.31 99.28 7 35 RCP/ TWE me Q004 507 ANG BOX 80.46 96584 55570 7-5 35 6oP/ HOPE 67.0 C.GW WB AND BOX 66x2 8559 856.31 8-9 W RCP/ HOPE 26&9 0.004 346 CURB WHET 8633 951.47 654.32 III 36• RLP/ HDPE 161 0.004 a ANa Raw 6813 N'l 63&13 10-12 6' Ms/ HDPE 314, QOM 3411 CURB WHET 011 97.23 11-10 15 RLP/ NOPE SBA CLOW 2 FES I'l 964,00 38-39 16• RW/ NDPE 61.0 SMUwUR N0. 11PE IBAxI.IE BE7x. flEe DPIE ND. 5/NTE ID HIRE N sLCR (GNU 8013 EX. AND. BOL 9X160.41. 6: 91116 34926 JUNCL BOX 21201793 lMligCe SOP 4 O 11 T SRI 0610 9'J2W 144-31 181• RCP/ HOPE WED 0.054 8016 BASIN INLET 0620 95124 Mil 1}fe 30' RCP/ HOPES 110.5 0.004 6 BASIN INLET 0690 96862 99.47 ISI 46• ROP/ HOPE 264.0 0.344 3417 DRB IIU£T Me mm 17-I9 16' RW/ NOR 1460 a0W we FES manam 999 93490 04,= we LHC. am 9626 III AMR 10-18 46' NOr/ HOPE 24,7 0.094 3490 GIRET SMLWIIi 9620 e34.W 26-30 tr RCP/ HDR 12112 we 5021 BASIN IHIET 3420 09815 2-3s ne RED/ HpPE 94, 0.034 3422 LNa WX HOW Naini 9575/ 19-93 14' RCP/ H9PE 227.3 0.344 W23 CURB SUET 960.6 060.9 600.51 9}94 a• RCP/ Ha1PE VAS aW4 SIM4 FEB. I'l 96x04 92140 38-39 16• RW/ NDPE 61.0 ESM9125CURBHET9617 INH I 060.57 26-98 15 RCP/ HOPE 293 M. Ban CURB NET 911&4 99.9 99.9 26-16 15 RCp/ HOPE ma DAM STRUCTURE COORDINATE TABLE (CONT.) SMU4TME a( TYPE Np(IT)NB GI G SB26 CMB INLET VZM47 9127821 SCQ7 CUB INLET 212220.9 521129.80 SEW JUNCL BOX 21201793 lMligCe SOP CUB INIEB 211737.94 52120557 MR) JM0. BOX 211556.39 03/8.63 1 J M BOX 211451.13 ammtm 80.32 BURET SKEW 212439.36 62921.30 SAII BA94 MUST 21226.645 5X852% III BA9l INET I MUSUO'.62 S2O5MS4 349 BASIN INET 21211294 SRo$P8.89 SOM BASIN INLET 21194389 emki SIX4J BASIN HNLET 211635.57 52048).62 3436 CURB INLET 212120.9 manam 999 CURB NB£T 21209&9 5211 12 I // / \ 1---- r----- f--- - 31RIICR9E lri S9DT9EITE ISN IE 51L NDEL W. MBEY. PPEDN0. M EM&/IME RPE IR woo (N BOR (am 5897 ONB NIR 904.6 a" ZI 18' RCU/ HOPE 16" 0.003 WHIM AM BOX 9216 939.9 mm 2}1 2Y RW/ NOR 1184 0.214 3929 CORS INET me 956= 211 i5 RCP/ NOPE MIS OAW MONO a BOR 9615 9632) 9x112 30-31 i9' RW/ HOPE 40&10 aw0 SON ANG BOX 89.1 9N.9 940.91 w-13 15 ROP 114.1 e.05D Wiz OMET 6TRUGME NIA 956.40 24• RCP 24,7 04,= Ban B INLET 9620 907.99 33-22 24•ROP/ NICK 57.3 0A04 3404 BASIN INET 9620 962N 34-]2 in, RW/ HOPE 953 oAM SORB BASIN INET 8620 8434 33-38 H' RW/ HDPE 19.0 aae4 3436 BARE 8620 83x9 907.9] 8-57 SED' RCP/ HDPE 1800 0.004 3437 BASIN INLET COLD 967.65 937.]0 37-181 380' 0.CA/HDR 1m0 0.004 W= CURB INET I'l 96x04 851.9 38-39 16• RW/ NDPE 61.0 ESM SO= CURB INET One INH I W..9 311 1 15 REP/ Hace END 0 0004 PP$UB5P6ACE caau PROPOSED VAL- S91PfArmine R- MONTCELLO. MINNESOTA UN4EG5 SPECInCALLY INDCATED OTHERMSE IN WE DRABINC3 AND/CR BPECURCAVONS, THE LIMITS OF ME SUBAIRFACE PREPARATION ARE WNADFRED TO BE THAT PCRRCN OFTHESITEDIRECTLYBENEATHAND10FEELBiWEBUILDINGAREASAND APPURTENANCES. APR1R1wANCE$ ARf THOSE LIENS ATTACHED TO WE BRIDING PROPER (REFER TO DRAwMG 4 SPI). TKICALLT INCLUDING, 932 NOT UNITED TQ WE BUILDING SIDEWAINS GAROON CwIEA. PgiCHES, RAMPS Shi TRUCK W9.LS/DOCKS CONC9tETE APRONS AT WE AUTOMOT\E CENTER. COMPACTOR PAD, M WE AIBBASE DOES NOT EXTEND MEMUD THE LIMITS OF WE ACTUAL BURANO AND THE APPURTENANCES ESTABLISH WE FINAL SJBORADE ELENAT011 AT 10 INCHES BELOW FINISHED FLOUR ELEVATOR TO ALLOW FOR A 4 -INCH! SLAB. OR AT 11.3 INCHES OEM TRE FINISHED NwLLVATCN WHENEUSING A 5.5 NM BAB TO ALLOW FOR TIE SAB THE OYER 2 INCHES CP MINE SWAB OVER 41NCHES CF COARSE SUBBASE TE FINE SUBBASE SHALL BE A BYPRWUCT OF CRUSHNG "SHALL MEET TRE BRADAT0 OF AS448 Na NO1DWINBErAEEN6AND12PERCENTPAWTES 200 $Elf. TIM E COARSE SUBBASE SHALL BE CRUSHED STONE MFEIING THE REWIRww3 OF 1,111 S'ECIFlCATRI 31,18 GASB 5. NO MATERIALS CONTAINING RECftIID SNMINWS STALL BE PLACED BENEATH RODR SAB. AFTER PLACEMENT OF WE COARSE SUBBASE AND JUST Raw M PLACEMENT OF TM SI PROOF ROL WE BUILDING PAD. REMOVE AND REPLACE UNSURABIE MEAS MTi SUITABLE MATERIAL. WE CONTRACTOR SNNL M RESPO SBE Fan OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AM MILL DFPIHHS REQUIRED. SUBGRADEMATBSALS SOUL CONSIST OF CN-9TE NISANIM OR IMPORTED SANDS CONTAINING LESS THAN 12 PERCENT MISS W MI PASSING WE NUMBER 200 SIEVE AN/D0T SPEOFlCATON 314&28.2 SELECT GR.WULAR BORROW). SUBGRADE NATIONAL SHALL BE PACED IN LOOSE UFTS NOT EXCEEDING 8 INCHES IN MIOREW AND COMPACTED TO AT LEAST He PERCENT OF TRE STANDARD PROCTOR MAXIMUM CRT DENSITY (ASTM D ON) AT A MOISTURE CONTENT WT -0N 3 PERCENT SELOW TC 3 PERCENT ANNE THEM OPTIMUM MOISTURE CONTENTS WE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WAW. 1. EaMU N GIHE INCLu PRPOWEE lO BE IRR. "U'RTEDD WE RIGHr-OF-WAY. 3. *Tr OR FILL SWPES SHNI BE 4:1 OR FUTIER UNLESS OHERY5E 4. PRI STRUCTURES MAY BE USED AT CONTACTORS OPTION. 3. STORM PIPE Sall SE AS FOLLOWS UNLESS OIIERMISE NO ED, TYPE 1: RCP. CLASS III PER ASM C-76.MM AEXIBE PUSTC B RUMEN GASKETS AT JOINTS, TPE L' HIGH DENSITY MEYBHYLENE PIPE (mPE) SMOOTH TYPE 3: PUC, RAM SDR M OR GREATER PER EDDY. COLE (DTMSPDUr/ ROOMRUN COIECTCN SYSTEM MY). S. EOmNG ORNNUE STRUCTURES TO BE INSPECTED AND R ARm As N /PD ESS NG PIPES RI BE C1.11I OR EOR OVE AL Li PINE OE6R& 7. OUSTING GRAM CONTOURS SHOWN AT 1 -FOOT UNMET . B. PROPOSED GRADE COMMAS SHOWN AT 1 -MOT TUBEROUS. B. E.WY EXISTING SIRUCNRES RI REMAIN ARE DQUAGEEDNUC11011IT JULRIIBNO ITCU10lD RR.1. PIACE ETHOQ5NOESPUASNFCE954R(10 RENRNR 10. ALL SRANMG' PICKONDENT RING SIRRUTILCIURES SHALL BE GROUSED ITL ASSURE CORRECTION AT STRUCTURE IS wATMIGHF. 11. ALL STORM SENER MANNOIE5 IN PAVED MEAS SHALL BE FLUSH wTH PAVBAm1 AND SHML NAVE TWyFIC BFANNC N 6 h L01£P5. ANHXOIES IVORIP VMD MEAS SH41 BE 6 ABI RMSH Gyp CULT WALL BE LABELED, 12. IN T H KTrvmHALLX aFOR $TO gNOM D6CWAOEAS557iAT ED WRN CO / AALGr13. TO URE A591WT1 Flr AlANIDCONnN0004 GRJEMI .PAYEMwT /b BffC6SAN/ 14. ALMRAABOR 9341 em iR P,0I INE DRNNAGE AWAY FRIC&I MAU/EDIMS FOR15NNLLNNAiTTR1IO+O yHERO/OAIASINAB IVAATFODCOINIR7ACENN ROM AM PA H NGIH v1rol4YpMpMAiHISF%PENgTP 1DPOCSAR'PyMBCWu YC A RE01 SNPLL IPNO SLWE,CD PND $ABMT R TO THE OWNER MR RNIpMq..T0IES, Ay UNSURFr8p AR CO W1L I STA9LPATON FMRRCCro LNLX6TPP 50.80W51WnHRSPfCIFlp1lONROIVTNLAHFALTURMD MFA$ SFM W (Mr55 5 N IT. CONSIRUU Sp roBHA1 ECMPLY WHIN ALL MPUGABLEGOVERNINGMOM D HE 181. CAL SMRN SNUCIUURRES SMALL HiNE A $MOwH UNIFORM POURED MORBM INVER FROM INVERT IN TO INIBrr OFr. 10. TOPSOIL STRIPPING SNML BE 16• AS DEN01E0 IN ME SBEWDRK SPEOnCATOFS. 20. All RIPPAP MEAS To CONTAN OEwwBU 1ILTDR FAEPC. 21. SEE MAL SHEET C62 FTM $MOAN SE MMHOLE DE &S. 22. ALL RBM SH41 BE GROUIFB N -PUCE 23. SEE DUAL SHEET Ml MR CLAY UNING UM5 AND DUAL IN MND AREA 24. CITY CF MOMMCF310 STANDARD NMXOES. CURB INLETS MO GRATED NLFS MAY HE USED AT CONBMABOR$ OPTION. 9606 rUW 9AJI5 \\ 0.O 901 FO Y \ 4,0901 1 06 ..,° I R Ni 6LAU. flRETAININGWALL ) I BENCHMARKS i) MaDOT disk 8605H approximoted 1 mile south of the Intersection of Highway NO. 25 with Interstate 94 on the west eitle of Highway No. 25. Elevation - 965.67 feet 2) Dwble spike in the south power pole of the north lines of the high tension wire., first set east of Cedar Street. Elevation = 969.01 feet 3) Tap of tap nut of the first fire hydrant east of Cedar Street on the south side of School Boue Xwd. Elevation = 963.66 feet 4) Top of top nut of the third fire hydrant east of Cedar Street ch the swth SNP of $shad Boulevard. Bevation = 967.63 feet Elevations Shown are based on NGVD 29 datum) GRAPHIC SCALE 60 0 80 W 120 IN FEET) 1Inch =60 T. SEE- O 3 nEo9 I/- N. E P eoFe3z a z CIL5 LJ LU a Wo z Iwv waID D MTAPile z Ir Za6E- CDE- z V7 Zz 3 0 o U JW Z M ked by: JBM rved by: BLR of no.: 2004-01 name. 04-GR.D C2.1 YARD I \I LAR IR IRRIGATION UNE TO -IRRIGATION LANS \ 1' IRRIGATION UNE TOUNU1YRE: ARCH PIANS UOELARD, INSTALL BELOWFROST IRRIGNMN UNE FROM SEASONAL 0 BLDG. STA. 1+67.50 ®NBLOG ' ITCH. OS) RDEN CENTER, INSTALL BELOW 1" EMPTY CONDUIT WITH PULL WIREI STA, OST UNE (BACKFIDW PREVENTOR FOR IRRIGATION PUMP CONTROLCATEDINSIDEBUIIDING, RE: ENTRY. REF: ARCH PIANSCH. PIANS) 3-1 7/4" PJC/IRRIGATION CONTROL ENTRY, RE ARCH PUNS 3 l 3 - 1' PVC TO THE BLDG., O BLDG. STA. 1+66.50 3 IREF: PITCH. PLANSTYPICAL 3-1" PVC To UTILITY ADRLILBARDODLSRDONATDETAILAETAI UTILITY BOLLARD DETAIL DOLLARD RE: ARCH PLANS f-3' IRRIGATION UNE FROM 12- a BLDG. STA. i+56.50 WATER MAIN, INSTALL BELOW 1 MOST UNE. (RE: ARCH. PUNS) 0 BLDG. STA. 1+69.00 1l IF CONTiOLLER, METER, / ) AND R.P. BACKFLOW PREVENTOR LOCATED INSIDE BUILDING RE: ARCH. PUNS IMMI^A7 ^Al r 17 P... NT,.., n'T NOTE: SEE DE FOR ADDITIONAL TLOT 4Y DETAIL ( SHEETORMATON ) t WAL-MART SUPERCENTER UTILITY PLAN SANITARY SEWER SCHEDULES17 STRUCTURE NO. STRUCTURETYPE RIMELEV. INV. INELEV. INV. OUTELEV. PIPEmNO. PWESQ;7YP PIPE PIPE UNCIR (R) NOPE (iVftJ Sm 2 -WAY Ga 90.5.2 93535 INSTAil TION SH PROPOSED UTILITIES. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY INSPECTORS 72 HOURS6011 U 332 4' CONC. MH 990.3 mm BairS 2-10 8' PSC 210.1) 0.00!0 553 2-WA5' 0.0. mo BEND,M.J. 933.23 CCHHECEC FK 5.00' 20.5' ALL UDRIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN934Y09X0. MH 90.19 93A54 mm 4-3 B' PV0 1".24 0.0118 m Y 0010. YH 90.5.9 93265 emu 0.-25-6 B' RVDb' PVC 280.93MOO 0.0030D= 353 4' CEN0. 3514 9929 830.99 930.35 90. B' PSD J2T.0 0.0090 359 4' 0oN0. MHmGRSL) 9969 940.9 940.74) EXIST. N W PVC 91.29 0-m( cm 558 Y 00X0. Im " WR m DSC 954.4 944.05 9Ua93) DOST. B-9 9' PVC 13695 0.0030 g 2 -MY C.O. 9Rao 94610 DOMESTIC WATER UNE ENTRY. METER AND BACKFLOW PREVENTER 9510 4' CNC. MH BBU4 93518 93531 10-1 arm SUM, C.09311 MONTICELL01 BUSINESS II SW - 1/4 - OF SEC. - 14 3. CONTRACTOR TO INSTALL TAMPER SWITCH TO POST INDICATOR VALVE LOSS PREVENTION CONDUCT FIBER OPIIC CONDUIT UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC GARDEN POWER, TELEPHONE Be DATA COMMUNICATIONS IRRIGATION SANITARY SEWER PIPE FIRE PIPING WATER PIPING GAS PIPING GATE VALVE IN VALVE BOX THRUST BLOCKING TAPPING SLEEVE 8 VALVE SANITARY SEWER MANHOLE CLEAN-OUT GAS METER BACKFI.OW PREVENTER PIPE BOLLARD UGHT POLE FIRE HYDRANT PROVIDE A CONDUIT ROUTED FROM THE GAS STATION LEASE AREA TO THE WAL-MART BUILDING. 2' CONDU THE CONDUIT SHALL BE 2" DIAMETER CARLOW TYPE 'DB' DIRECT BURIAL TELEPHONE DUCT OR 2' SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE WITH A MINIMUM KILLING TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH SHALL BE 24". INSTALL AN ORANGE DETECTABLE HAZARD 9 TAPE WITH INTEGRAL 'BURIED FIBER OPTIC CABLE' WORDING, 12' ABOVE THE CONDUIT. ALL CHANGES IN DIRECTION OF THE CONDUIT WILL REWIRE LONG FACTORY SWEEPS (NOT EI1IALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFIC SHALL BE 'H-20" LOAD RATED, THE TYPICAL PULL BOX SIZE WILL BE 18' X 24' X 24'. DEEPER BOXES MAY BE REQUIRED WHEN THE CONDUCT ALIGNMENT IS AFFECTED BY OTHER UTILITIES. THE PULL BOX SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS WITH A CONCRETE COLLAR AND A MINIMUM OF 8' OF GRAVEL COMPACTED PER PROJECT SPECIFICATIONS. IF USING A PULL BOX TO CHANGE DIRECTION, THE MINIMUM BOX SIZE SHALL BE 48' X 48' X 24' PRE -CAST CONCRETE WITH SEPARATE MANHOLE LID AND COLLAR. BUILDING ENTRANCE A PULL BOX SHALL BE LOCATED AS CLOSE TO THE BUILDING AS POSSIBLE WITH A SWEEP MAKING THE VERTICAL BEND IMO THE STORE. THE CONDUIT SHALL BE TERMINATED WITH A PULL BOX AT THE EDGE OF THE STATION LEASE AREA UTILITY LEGEND O8' SANITARY SEWER LATERAL AT MINIMUM 1.031 SLOPE, COORDINATE SITE UTILITY GENERAL NOTES F 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE 2. INSTAil TION SH PROPOSED UTILITIES. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY INSPECTORS 72 HOURS6011 U BEFORE CONNECTING TO ANY EXISTING UNE. 01.13. REE SPEC. FOR WATER AND SANITARY SEWER PIPE MATERIAL AND CONTRACTOR INSTALLATION PROCEDURES. N 8 BK§ 4. TTI H SHALL BE 3 FEET ON ALL WATER, SANITARY ANDQ 1iiS. BEND,M.J. C CHHECEC FK 5.00' 20.5' ALL UDRIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN B.F.P. 7METER F CROSSING 18' VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE milli OPROPOSED 3"D W R 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-8' COVER ON ALL 2 k 10D0' I WATERUNES UNLESS APPROVED OTHERWISE BY LOCAL AUTHORITIES. O B. IN THE EVENT OF A VERTICAL CONFUCT BETWEEN WATERUNES. SANITARY 2 LINES, STORM UNES AND GAS LINES (EXISTING AND PROPOSED), THE C REDUCED I n PRESSUREREPURE 1.0.87 3 H 12x9 RFwCFR 0 BY P.I.Y. REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151)(CLASS 50). WHICH THE TELEPHONE COMPANY WILL PROVIDE SERVICE TO WAIL -MART. 9. LINES UNDERGROUND LLSHABE INSTALLED, INSPECTED AND APPROVED THE CONTRACTOR SHALL ALSO COORDINATE THE TYING OF PROPOSED TELEPHONE BEFORE BACKFILLING. ENTRY TO THE PROPOSED WAL-MART. FOR INSTALLATION OF TELEPHONE 10. TOPS OF EXISTING MANHOLES SHALL BE RAISED OR LOWERED AS NECESSARY CONDUIT, FOLLOW THE SAME INSTALLATION PROCEDURE AS OULTNED IN THE NOTE TO BE 1/4' - 3/8' BELOW PROPObED PAVEMENT ELEVATIONS. AND FOR 2" CONDUIT LINE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE TO BE FLUSH WITH FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. SIZE AND NUMBER OF CONDUCT REQUIRED BY THE TELEPHONE COMPANY. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 2B DAY DOMESTIC WATER UNE ENTRY. METER AND BACKFLOW PREVENTER COMPRESSION STRENGTH AT 3000 P.S.I. 2 0 12. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. ARCHITECTURAL PLANS FOR EXACT LOCATONS OF METER, AND BACKYLOW 13. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW UNES. S < u14. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTIUMIS.- u 15. NOTE E OF THE LOCAL AUTHORITIES (CITY OF WnCEUD) WITH REGARDS TO 1. RE: ARCH. PIANS FOR EXACT MATERIALS AND INSTALLATION OF THE WATER AND SEWER UNES. 0.E o0. A LOCATION AND LAYOUT OF BACK FLOW THE CONTRACTOR IS SPECIFICALLY CAUTIONED T14AT THE LOCATION TO, POST INDICATOR VALVES, TAMPER SWITCH. BACKFLOW PREVENTER ETC. PREVENTER AND METER AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PUNS IS TO MEET LOCAL WATER DEPARTMENT SPECIFICATION. REFERENCE 2. RE: ARCH. PUNS FOR EXACT c°. c° ° o S 3. CONTRACTOR TO INSTALL TAMPER SWITCH TO POST INDICATOR VALVE LOSS PREVENTION CONDUCT FIBER OPIIC CONDUIT UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC GARDEN POWER, TELEPHONE Be DATA COMMUNICATIONS IRRIGATION SANITARY SEWER PIPE FIRE PIPING WATER PIPING GAS PIPING GATE VALVE IN VALVE BOX THRUST BLOCKING TAPPING SLEEVE 8 VALVE SANITARY SEWER MANHOLE CLEAN-OUT GAS METER BACKFI.OW PREVENTER PIPE BOLLARD UGHT POLE FIRE HYDRANT PROVIDE A CONDUIT ROUTED FROM THE GAS STATION LEASE AREA TO THE WAL-MART BUILDING. 2' CONDU THE CONDUIT SHALL BE 2" DIAMETER CARLOW TYPE 'DB' DIRECT BURIAL TELEPHONE DUCT OR 2' SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE WITH A MINIMUM KILLING TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH SHALL BE 24". INSTALL AN ORANGE DETECTABLE HAZARD 9 TAPE WITH INTEGRAL 'BURIED FIBER OPTIC CABLE' WORDING, 12' ABOVE THE CONDUIT. ALL CHANGES IN DIRECTION OF THE CONDUIT WILL REWIRE LONG FACTORY SWEEPS (NOT EI1IALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFIC SHALL BE 'H-20" LOAD RATED, THE TYPICAL PULL BOX SIZE WILL BE 18' X 24' X 24'. DEEPER BOXES MAY BE REQUIRED WHEN THE CONDUCT ALIGNMENT IS AFFECTED BY OTHER UTILITIES. THE PULL BOX SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS WITH A CONCRETE COLLAR AND A MINIMUM OF 8' OF GRAVEL COMPACTED PER PROJECT SPECIFICATIONS. IF USING A PULL BOX TO CHANGE DIRECTION, THE MINIMUM BOX SIZE SHALL BE 48' X 48' X 24' PRE -CAST CONCRETE WITH SEPARATE MANHOLE LID AND COLLAR. BUILDING ENTRANCE A PULL BOX SHALL BE LOCATED AS CLOSE TO THE BUILDING AS POSSIBLE WITH A SWEEP MAKING THE VERTICAL BEND IMO THE STORE. THE CONDUIT SHALL BE TERMINATED WITH A PULL BOX AT THE EDGE OF THE STATION LEASE AREA UTILITY LEGEND O8' SANITARY SEWER LATERAL AT MINIMUM 1.031 SLOPE, COORDINATE SITE UTILITY GENERAL NOTES F 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE 2. INSTAil TION SH PROPOSED UTILITIES. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY INSPECTORS 72 HOURS6011 U BEFORE CONNECTING TO ANY EXISTING UNE. 01.13. REE SPEC. FOR WATER AND SANITARY SEWER PIPE MATERIAL AND CONTRACTOR INSTALLATION PROCEDURES. N 8 BK§ 4. TTI H SHALL BE 3 FEET ON ALL WATER, SANITARY ANDQ 1iiS. SMINIMUM TORM SEWER PIPINGWIDTH WATER JOINTS Y SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CffY OFLLMONTICELLO STANDARD E 8. ALL UDRIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18' VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE milli OPROPOSED EDGE OF PIPE). W R 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-8' COVER ON ALL 2 k WATERUNES UNLESS APPROVED OTHERWISE BY LOCAL AUTHORITIES. O B. IN THE EVENT OF A VERTICAL CONFUCT BETWEEN WATERUNES. SANITARY W LINES, STORM UNES AND GAS LINES (EXISTING AND PROPOSED), THE C OCONTRACTOR SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING. THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED M PROVIDE A MINIMUM OF 18' CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151)(CLASS 50). WHICH THE TELEPHONE COMPANY WILL PROVIDE SERVICE TO WAIL -MART. 9. LINES UNDERGROUND LLSHABE INSTALLED, INSPECTED AND APPROVED THE CONTRACTOR SHALL ALSO COORDINATE THE TYING OF PROPOSED TELEPHONE BEFORE BACKFILLING. ENTRY TO THE PROPOSED WAL-MART. FOR INSTALLATION OF TELEPHONE 10. TOPS OF EXISTING MANHOLES SHALL BE RAISED OR LOWERED AS NECESSARY CONDUIT, FOLLOW THE SAME INSTALLATION PROCEDURE AS OULTNED IN THE NOTE TO BE 1/4' - 3/8' BELOW PROPObED PAVEMENT ELEVATIONS. AND FOR 2" CONDUIT LINE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE TO BE FLUSH WITH FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. SIZE AND NUMBER OF CONDUCT REQUIRED BY THE TELEPHONE COMPANY. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 2B DAY DOMESTIC WATER UNE ENTRY. METER AND BACKFLOW PREVENTER COMPRESSION STRENGTH AT 3000 P.S.I. 2 0 12. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. ARCHITECTURAL PLANS FOR EXACT LOCATONS OF METER, AND BACKYLOW 13. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW UNES. S < u14. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTIUMIS.- u 15. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS E OF THE LOCAL AUTHORITIES (CITY OF WnCEUD) WITH REGARDS TO 9 MATERIALS AND INSTALLATION OF THE WATER AND SEWER UNES. 0.E o0. A 16. THE CONTRACTOR IS SPECIFICALLY CAUTIONED T14AT THE LOCATION TO, POST INDICATOR VALVES, TAMPER SWITCH. BACKFLOW PREVENTER ETC. X AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PUNS IS TO MEET LOCAL WATER DEPARTMENT SPECIFICATION. REFERENCE B BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE c°. c° ° o S POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD, THE INFORMATION IS NOT AND BACKROW PREVENTOR. TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR i new E O MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS o O BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR M E Etl`Y:ZRELOCATEALLEXISTINGUTTLTUESWHICHCONFUCTWITHTHEPROPOSED IMPROVEMENTS SHOWN ON THE PLANS. C nu,iSi n H17. Ali NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY S CODES AND/CR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR COMPANY FOR INSTALLATION AND EXACT LOCATION OF ELECTRIC LINE TO ANNOUNCED BUILDING POSSESSION AND THE FRAIL CONNECTION OF FROM THE EXISTING POWER SUPPLY TO THE PROPOSED TRANSFORMER. SERVICE. FIBER OPTIC CONDUCT TO FUTURE LEASE AREA SEE CONSTRUCTION 18. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR NOTE ON THIS SHEET FOR INSTALLATION. O INSTALUTGN REOUREMENTS AND SPECIFICATIONS. 19. THE SITEWORK CONTRACTOR SHALL REFER TO ELECTRICAL PLANS AND LOSS PREVENTION CONDUIT, TERMINATED WITH A PULL BOX LOCATED Z W SPECIFICATIONS FOR SITE UGHTING WIRE AND CONDUIT DESIGN. POLE IN THE NEAREST PAINTER) ISLAND. REFERENCE 2" CONDUCT LINE z CONSTRUCTION NOTE ON THIS SHEET FOR INSTALLATION PROCEDURES. LAI BASE, ETC. BY CIVIL 20. A BALL SHALL BE PLACED IN THE DOWNSTREAM MANHOLE DURING O8" SANITARY SEWER. H Iny CONSTRUCTION OF THE SANITARY SEWER TO PREVENT WATER OR SEDIMENT EXISTING OVERHEAD ELECTRIC UNES. JH- K 1' PO EXISTING 4' GAS. 7 <p2N FROM ENTERING THE EXISTING SYSTEM DURING CONSTRUCTION. Z Q 21. METALLIC LIGHT POLE STRUCTURES WITHIN THE XCE_ POWERUNE EASEMENT LOWER WATER TO 9' DEPTH THIS PORTION ONLY. OJ J SHALL BE PROPERLY GROUNDED. GATE VALVE. U OPROPOSED 12' CATS VALVE UTILITY LEGEND O8' SANITARY SEWER LATERAL AT MINIMUM 1.031 SLOPE, COORDINATE WITH ARCHRECTURAI PLANS. GAS ENTRY WITH GAS METER AT BUILDING. CONTRACTORHRESPONSIBLEFORINSTALLINGPIPEBOLLARDPROTECTION AT METER. CONTRACTOR SHALL COORDINCY WITH GAS COMPANY FOR TYING OF INDIVIDUAL METER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GAS COMPANY REGARDING THE SIZE AND INSTALLATION OF GAS SERVICE UNE. THE GAS COMPANY IS RESPONSIBLE FOR THE INSTALLATKON OF THE GAS SERVICE FROM THE DISTRIBUTION MAN, UP TO AND INCLUDING THE GAS METER. THE CONTRACTOR IS RESPONSIBLE FOR ALL OTHER GAS SERVICE INSTA-LknON AFTER THE METER. in OPROPOSED LOCATION OF TRANSFORMER PAI). CONTRACTOR TO VERIFY z EXACT LOCATION AND SIZE WITH POWER COMPANY PRIOR TO INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALL\TDN OF CONCRETE to PAD. 2-4' PVC CONDUIT AND PIPE BOLLARDS AS REQUIRED BY THE D ELECTRIC COMPANY. CONTRACTOR SHALL COORDINATE SAID WORK WITH THE W ELECTRIC COMPANY. C OCONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE TELEPHONE COMPANY FOR THE INSTALLATION OF TELEPHONE SERVICE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE TELEPHONE CONDUIT AND PULL BOXES FROM THE PROPERTY LINE TO THE BUILDING ENTRANCE, FROM WHICH THE TELEPHONE COMPANY WILL PROVIDE SERVICE TO WAIL -MART. THE CONTRACTOR SHALL ALSO COORDINATE THE TYING OF PROPOSED TELEPHONE ENTRY TO THE PROPOSED WAL-MART. FOR INSTALLATION OF TELEPHONE CONDUIT, FOLLOW THE SAME INSTALLATION PROCEDURE AS OULTNED IN THE NOTE FOR 2" CONDUIT LINE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE SIZE AND NUMBER OF CONDUCT REQUIRED BY THE TELEPHONE COMPANY. DOMESTIC WATER UNE ENTRY. METER AND BACKFLOW PREVENTERO5' LOCATED INSIDE THE BUILDING CONTRACTOR SHALL. REFERENCE ARCHITECTURAL PLANS FOR EXACT LOCATONS OF METER, AND BACKYLOW PREVENTS R. INSTALL B' PN WITH TAMPER SWITCH PER LOCAL CODE. SPRINKLER UNE ENTRY. BACKFLOW PREVENTOR IS LOCATED INSIDEO8' H THE BUILDING, CONTRACTOR SHALL BE REQUIRED TO NSTALL ANY APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT UMRED TO, POST INDICATOR VALVES, TAMPER SWITCH. BACKFLOW PREVENTER ETC. X TO MEET LOCAL WATER DEPARTMENT SPECIFICATION. REFERENCE B ARCHITECTURAL PLANS FOR EXACT LOCATION FOR SPRNKLER ENTRY AND BACKROW PREVENTOR. FIRE HYDRANT AND ASSEMBLY, TYPICAL AS INDICATED. REF: OOINSTALL DETAIL SHEET FOR ADDMONAL INFORMATION. HYDRANT ASSEMBLIES O LOCATED IN PAVED AREAS SHALL HAVE PPE BOLLARD PROTECTION. OREMOTE GARDEN CENTER UTLITES PIPE DOUARD. SEE DETAIL SHEET FOR ADDITIONAL INFORMATION. OCONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ELECTRIC COMPANY FOR INSTALLATION AND EXACT LOCATION OF ELECTRIC LINE FROM THE EXISTING POWER SUPPLY TO THE PROPOSED TRANSFORMER. FIBER OPTIC CONDUCT TO FUTURE LEASE AREA SEE CONSTRUCTION W2' NOTE ON THIS SHEET FOR INSTALLATION. OZOO3" LOSS PREVENTION CONDUIT, TERMINATED WITH A PULL BOX LOCATED Z W IN THE NEAREST PAINTER) ISLAND. REFERENCE 2" CONDUCT LINE z CONSTRUCTION NOTE ON THIS SHEET FOR INSTALLATION PROCEDURES. LAIREFERENCEDETAILSHEETFORCAMERA/POIE BASE DETAILS. EL a 04 O8" SANITARY SEWER. H Iny OE EXISTING OVERHEAD ELECTRIC UNES. JH- K 1' PO EXISTING 4' GAS. 7 < p2N Z Q CONNECT TO EXISTING WATER MAIN STUB. LOWER WATER TO 9' DEPTH THIS PORTION ONLY. OJ J OEXISTING GATE VALVE. U OPROPOSED 12' CATS VALVE O O12'W REDUCER WITH M.J. 2 OPROPOSED 6' GATE VALVE. drawn by. JC checked by: JBM appewed by: DRL no.: 131 GRAPHIC SCALE -` 05 -UTawqname: os-urdgn so e9 D 90 e9 1zB did dote: 09-24-04 IN FEET) \ C3 11inch = 80 ft. WAL-MART SUPERCENTER UTILITY PLAN 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 8+00 5+50 7+00 SANITARY SEWER LINE 4 0 p' nW W TNW gll n ow 5 qa cLL< Nvo<Ys ggW Dir 14 09 a v.$N0 wlm z 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SANITARY SEWER LINE 2 ItI 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SANITARY SEWER LINE 3 m 1+00 1+50 2+00 2+50 SANITARY SEWER LINE 1 I will lavR 0,$ovdRa y -1 oggyyyy 0$ 3$ o 2Y 693 i ids nEaa B- E o Y,oa O Egad n rn N J W O Zo ICL 4 Ex CL W Z3 M y3j N 4h in H W y w wQO N Z z 3 InIn o JJWU HZO12 drawn by: JC checked by: JBM approved by: DL project no.: 2004-0131 dwg none: pp.DW date: 09-24-04 9MLT C3.2 r. si ssirii iti9sisi*Jf:7sssill isslsisIIsiliisillttii•iWlGf'i_i®i_i• si.: it II if sillsisiliitsillsilifi s/silfl_ssifsifs\sillsi i10 I•_I i si_ s s•\ si II sillsisiiitsillsisilsisisisif sil sisisiLullii.:, iillsisiss IliifsiliiCi..iE3iG[fslsiillsG'C\illsi siIIsisirs Ilsisillslsi'xearc..;ssi•IIlA s111si. ilsisisisillsisii sisslsiissisisisislllii s111sisisisiIIsi sisisssisisssisisisis111 sillslsssisills!ifsisisisill#-0sisisisisill silliisiss Ilsi i9siliislsisisrsisisisis IIsi Mll=Ms llsisisisisisisis sislsisisfllsi sillsisiss IIsi sssi''vsl. RI Ci. 1Y7sissslsisi si i 17f F lsisisisisisisisitsis s sisisissss sisii sisi sisisimsilslsim 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SANITARY SEWER LINE 2 ItI 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SANITARY SEWER LINE 3 m 1+00 1+50 2+00 2+50 SANITARY SEWER LINE 1 I will lavR 0,$o vdRa y -1 oggyyyy 0$ 3$ o 2Y 693 i ids nEaa B- E o Y,oa O Egad n rn N J W O Zo ICL 4 Ex CL W Z3 M y3j N 4h in H W y w wQO N Z z 3 InIn o JJWU HZO12 drawn by: JC checked by: JBM approved by: DL project no.: 2004-0131 dwg none: pp.DW date: 09-24-04 9MLT C3.2 P W- N01lMR6 150611205 DESC 41] 211]'10.95 520165. ] R 7418 211713.09 520180.10 R 41a xll]W.s4 52010x.99 Ft 420 2119&99 52048501 R 7CH 211674.16 52x7765 R 74M 211881.52 520462-B1 R 74M 211695.67 52046002 R 7424 2117`50.53 52016000 RIO 7426 211618.23 520339.34 RE 427 211"152 52033985 RS 4T8 211542.56 520530.89 R3 430 211]]226 5200 RS 7431 211304.23 520887.01 RIO 7432 211355.73 520921.37 R20 7A33 211 20.85 520980.06 R67 420 21217%.83 521395.26 R20 7435 21211233 521u4.80 R19 74W 21210].15 521M1.06 R20 7437 212095.82 52131069 R5 5050 212168.41 521170.44 RS 640 212201.01 5209] 5 RS 7"1 21229540 520971.97 220 7M22123X.94 521022.62 R20 443 212,755.00 520939.52 ROO 446 2121 11]] 521630.438R30 40 212635.61 52174]0.09 R25 7440 212656.16 52048049 820.59 7469 212303.74 520430.81 230 451 212189.15 52034E 9 220 7452 212255.86 6250340.n R. 453 212110.1 52 1, 211 120 7454 212; 97 5202175.21 R30 755 211919.93 52010.92 R30 456 2119176.28 520203.20 R20 7457 211943.25 52011.60 R20 7459 211755.30 520190.33 RIO 760 211]]6.37 520201.07 RE 782 211]99.13 5202 .RB R2 7183 21180].]8 680216.43 R5 764 211817.9] 52&.23 RZO 7485 211809.69 520271.15 R5 75066 211849.50 520280.51 R2 7487 211876:W52556&60 project no.: 2004-0131 220 760 211894.01 520250.62 15 7489 21189IRS 32026&08 R5 7470 211915.95 52020&Sa R2.D5 7471 211 C4.1 7472 21194&79 5202 FS 74]] 211948.08 53@171.1 RS 7474 21197073 320313.41 R2 7475211880.22 5210.67 R5 7476 212003.67 52031229 RE 74T7 212000.84 520317.67 R5 7470 212055.17 52036309 RS 7479 21205&90 520330.0 1 R5 180 21 mJSX 52120.50 R$ 7481 11111.11 113113 R2 7688 21210.64 32 6 F2 7453 21218.63 520,754.42 RS 484 21219.36 52173]0.09 R20 7485 212021.11 5280.461 R2 4%21215599W.40 3.49 210 707 21217247 52194.85 R5 7488 2121M30 320403.20 R5 499 212101.21 520474.417 R2 742D 21219x34 520422.96 R2 7492 Z' 222718 52042 .63 R5 740 21222145 520427.41 R5 7494 212249.67 52041.66 fl2 695 212259.18 52010.12 R5 706 21228261 s2 1.54 R5 7497 212279.]5 52013.12 R5 7496 212304.45 520475.50 R2 699 212313.94 5201x505 R5 751 2,2X]29 5255]438 R5 7502 212359.1 521 81 R2 5173 21236&25 525500.74 R5 1304 21238374 52051.23 RW SOS 212304.X 520.55681 RS 51 212419.95 SMQ1171 R3 7507 21241&03 52052782 R3 500 2123591 52061.15 R3 51 212360.,6 52061.03 R3 7510 2175112X320709.,77 215OZO260 7312 21.08 52071 D Rs 7513 2112X2342.70 52103.34 R5 7514 212272.22 52196503 R5 7515 21221.61 520866.12 R5 75192121175085 521100.29 R 7580Z2120.51 521090.03 R 721 21216350 52112011 n- 7522 7522 212178.93 321115.56 R 7623 212188.60 52tc90.2O R 525 212185.66 9210 .IB R SRB 212239.16 520969.95 R- 752]21220,72752721220,72 52090.95 R 7628 212253.65 520951.78 R 752912263.22 52091.26 R 330 212250.53 52MM82 R 7531 211955.86 52061.a4 I 7532 2116]501] 52061.14 R 7533 21211502 521109.25 Fl. SX 21217.42 52111.1 210 7536 2122".06 3211,75 R10.01 7537 212253.98 52137.95 R10.21 538 2118]&66 520850.33 R5 7539 2117O&6D 520478.0 7510 21171596 520102.97 R5 7541 2116BE01 520485.01 R5 7542 2118]&65 3205000.1 RS 7543 21221260 520887.40 RE 51.7 M 545 212186.19 520892,48 R2 7546 21211.39 320055.61 R2 54] 212183.53 52136.92 R2 7546 21261.61 520x2&58 R2 75 21215291 52081.9 95 550W 212134.58 52129.03 RS 7551 212ID&75 520558.1 R2 7552 212556. 13 52x551_3 ft255321211.13 62113.73 i 5 555 211034.8] 520730. 4 R9 555 2tl911.52 52D71&W RS 7557 211909.5] 52071&25 R0 7550 2f 1855.1 52075.59 R2 559 211079.52 520]0450 RS 7560 211056.17 5219276 RE 551 211MOM 520692.21 R2 7582 211085.14 520699.55 R2 7563 211]15.08 52062370 RE 7585 211806.,9 520611.70 R2 7556 211720.W 520619.05 R2 7557 211651M 520592.99 RE 658 211620.9] 520581.1 RS 7569 211626.17 520580.215 R2 970 21165021 520587.69 R2 M71 21157'.41 5205364 R2 792211603.45 520360.88 R2 93 211597.56 520566.00 R5 Tu]5 21199.98 521 00 RS 7576 211556.62 M05MSS R5 751 0111.95 520x2.1 R5 790 211515.30 520734.01 R5 799 211499.90 52965" RE 7580 211478.55 520]9401 RS 7551 21143x23 52Ca97.1 R5 7502 211x1188 52160.02 R5 7583 211331.33 52980.84 R5 7 21130.5.35 5 07 .453 R2 588 211548.]53 5291.41 R5 159 21190.61 5207".41 920 7580 21;850.12 520536.37 R5 7589 211611.40 520611.40 RS 330 21169.30 52115]7 R2 WAL- MART SUPERCENTER PAVING GEOMETRICS PLAN I I 1 11 e; 6T MONTICELLO BUSINESS OUTLOT B l _ Li r 4=626'34' R=I J9. 00 / L=139.40 1/1 PRO 055 GAS 16505E ' 1 A 1 II OF pPA4WG 8Y 07HERS p p y7 p b p p p 1 p ME 0y p PAWNG p p j p I 1• I p I p RO ey1{ 11t p V p MONTICELLO BUSINESS CENTER 3rd ADDITION, LOT s M p r p r p p I a p p ar p I a '° M II p N p I p p a p p 46 '• M App I GERM AREA SEAONAL GARDEN CENTER N635255'W 68386' SW 1/4 CENTER OUTLOT C 1 C -195 -SGL -OL CEN7ER ENTRY, GARDEN LEFT. IEE 1,97 GROSS SF. (INaX G TLE 807 NOT GARDEN CENTER) '•203091 FIE=966.0 M 4=1055:79' R=112000' L=21361' WRIRIX POINT N: 212001.07 E. 52162251 1 I II 1 i e I II t0f 6 p I m I V 107 1 ipr-f- I b MONTICELLO BUSINESS II 311 CENTER 37d ADDITION, OUTLOT A 1 R 1o O I OU U A NOT PPAI OF THIS COMRACT S I I I a I II I I I I I I I I I I I 1 I I I 1 I 1 IL------------------ N6470'10'W 35028' e o'$ jEj 'E Ea eeaW& A 8- warn n u, o wZO W W O a F- O CtlNVVX POINT N0 W d' 5 211001.47 G-' W N E X52133261 I-' a EDWM US 27'W - - - - - - - - - - L - - O N Rth 5322' W r WKlYN6352'55'W 725.00' OF SEC. 14 z MI- z Q mf' a 3 o wU Z vO drawn by: JC checketl by: JBN approved by: 0RL project no.: 2004-0131 GRAPHIC SCALE dw0 name: 07POP.MG BO 0 30 W 120 date: 09-24-04 SIQf IN FEET) C4.11inch = 60 R. in I I I 9 2.- 610 I 62.64 T5 , E. 9611) T6 9:7P12 61 L11. WAL-MART SUPERCENTER PAVING SPOT ELEVATION PLAN I I I 1 1 I I I I I I I I I I I 1 I 1 I I I I I I I +r I I 1 I I I I I I I I I I I I 7--- ---r- ----r-r----r- - --r- --- r --r-- ---r --- r---7---r---T -------- T-- -- I I L-----I +-- - l I- +--- 982.] TS 1 I 963.2 TS j/ a 962 4. yy, s 2 I 1.4x Imill 1! rig, DRIVE DETAIL 2 1"=25' I n 8.E. N.E. 61 o s 4]663.]0 963.6] 96J.9 963 T6 96J.MS yy — 1 DRIVE DETAIL -3 1'=25' DRIVE DETAIL 4 1"=25' i i ISLAND DETAIL 1 SCALE I" = 50' 962.on a 61.]4 T6 as9 L 962 1 TS ry I 6[!- 1 962.11 TS I Oj 1 F O mm 963 N 62.62 T6 0 982.68 III I W N vd d DRIVE DETAIL 4 1"=25' i i ISLAND DETAIL 1 SCALE I" = 50' ISLAND DETAIL 2 ISLAND DETAIL 3 SCALE 1" = W' SCALE i' - 50' 1 _A___ 1 —4_l I I a'Ov fy d7 ISLAND DETAIL 4 SCALE 1' = 50' 16Y 0TH , aI ef a ISLAND DETAIL 7 SCALE 1" - 50' I a a ISLAND DETAIL 8 sGALE 1" - w' 4t aa 5 as9 L ry I ai 9a I m I F O mm I O 0III I W N vd ISLAND DETAIL 2 ISLAND DETAIL 3 SCALE 1" = W' SCALE i' - 50' 1 _A___ 1 —4_l I I a'Ov fy d7 ISLAND DETAIL 4 SCALE 1' = 50' 16Y 0TH , aI ef a ISLAND DETAIL 7 SCALE 1" - 50' I a a ISLAND DETAIL 8 sGALE 1" - w' 4t 5 s z ISLAND DETAIL 5 ISLAND DETAIL 6 SCALE 1" - 50' SCALE 1" = 50' of ISUND DETAIL 9 ISLAND DETAIL 11 SCALE i' - 50' SCALE 1' - 50' mu ' I mall ISLAND DETAIL 12 ISLAND DETAIL 13 ISI eND DETAIL to SCALE 1" = 50' SCALE 1' - 50' SCALE 1" = 50' I ,• II W' 11 k. I a I ISLAND DETAIL 15 ISLAND DETAIL 16 ISLAND DETAIL 16 SCALE 1" = 50' SCALE 1" = 50' SCALE 1" - 50' j y n`fT I I r q a m+ 1 g..p I / 1 m6m Lf,x I DRIVE DETAIL 5 1"=25' ISLAND DETAIL 17 SCALE 1" - 50' SITE PL%N NOTES: 1. ALL ELEVATIONS ARE TO TOP OF SUB/PAVEMENT. ADD 0.5 Ff. TO SPOT ELEVATIONS SHOWN ALONG CURB LINES TO GET TO TOP OF CURB ELEVATONS. z 5 W z F O O 0III 7 W N d I M W V OEL a0in I— V1 Z Uz 3 a o EL J W FZ V drawn by: AT checked by. JBM appraved by: DLR project no.: 2004-0131 GRAPHIC SCALE dwg name: 03-PE.DWG 80 0 30 60 120 tlate: 09-24-04 IN FEET) C4.21inch = 60 M. MONTICELLO BUSINESS CENTER OUTLOT A AREA FENCE INSTA 0 q CONS' w W ^ CIO U s m s ti WAL-MART SUPERCENTER EROSION AND SEDIMENTATION CGNTROL PLAN (PHASE 1) I HYDROLOGIC SOIL GROUP GENERALNOTES A 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION k SEDIMENT CONTROL MEASURES AND r PRACTICES THROUGHOUT THE PROJECT. ANY AND ALL FINES ASSOCIATED W17H EROSION CONTROL VIOLATIONS WILL BE ND THE CONTRACTOR'S RESPONSIBILITY. 97 STABILIZATION IS ACHIEVED. V ENGINEER & PREPARER 9 I THE TOPSOIL IF POSSIBLE, LEAVE VEGETATION BUFFER TO NEIGHBORING PROPERTIES AND SENSITIVE AREAS. THE CONTRACTOR SHALL USE CAUTION AROUND ANY EXISTING UTILITIES LOCATED ON SITE. THEY SHALL BE OISSON ASSOCIATES RESPONSIBLE FOR THE REPAIR OF SUCH STRUCTURES WHEN BROKEN OR OTHERWISE DAMAGED BY THE NEW 9. TIHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVING AND REPLACING ANY EXISTING SILT FENCE AS REWIRED CITY OF MONTICELLO STORM SEWER/ 0. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EXISTING FENCES EXCEPT WHERE NOTED BY THE 7900 78TH ST WEST. SUITE 150 ENGINEER. 11ETLAND AREA ON THE NEST SIDE OF OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE CONSTITUTES ALL KNOWN 41E1NA. MN 559 FACIUTIES. HOWEVER. WE CONTRACTOR IS REQUIRED TO TWE DUE PRECAUTIONARY MEASURES TO PROTECT ANY HWY. 25, ABOUT BOB FT NW OF SITE.) GRAPHIC SCALE SERVICEIN ADVANCE OF ANY EXCAVATION FOR THE MARK -WTCONTACTSERVICEALERT1 -800 -OF PHONE 952-941-0477 TRAP ANO NOTIFICATION 25 COMMENCEMENT OF WORK. LOCATION OF 1 COMMENCEMENTOFTIMELOCATIONOF MONTICELLO BUSINESS CENTER S. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF UNDERGROUND CONTACT. DARRICK RADEMACHER UTILITIES CONTRACTOR SMALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTUTIES P LINE SEE DETAIL SHEET 6.5) IF SITE IS NOT STABILIZED. F-6Z TOTAL LAND DISTURBANCE = 227.10 ACRES SILT FENCE SHOULD BE INSTALLED IN NO OWNER & DEVELOPER 72. CONSTRUCTION ENTRANCETOBUILT BY CONTRACTOR. MINIMUM 30' WIDE X 100' LANG FROM EXISTING OMD, 2- DUTL GREATER THAN 100 LF RUNS. THE ENDS OF EACH RUN SHOULD TURN UPHILL FOR WAL'MART REAL ESTATE BUSINESS TRUST ROCK, 6- THICK W/ FILTERR FABRIC. (SEE DETAIL SHEENS) AN APPROPRIATE DISTANCE TO KEEP WATER FROM FLOWING TO THE NEXT 702 S.W. STH STREET BENTOI5M AR 72712-6459 6 OUTLOT SECTION OF SILT FENCE (TYP, SEE 501) 273-4000 STABILIZED VEGETATIVELY BY SEEDING OR SODDING DETAIL SHEETS) 1 14 THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE SILT FROM SITE IF NOT REUSABLE ON-SITE AND ASSURING PIAN 1 8 / kkl NORTH SED14ENT 1R ^ \ SSB (3.98 Ac RAINAGE) \ VA3JL LOT 1t` u (27.30 -AC) \ 1 0 1 d t f -7 1 ttl ll ,t E 1 tI t t t tt ` c DISTURBED AREA UMIT TO SOIL EROSIONI/SEDWENTATION CONTROLOPERATION NOTE:CONTRACTOR TO COMPLETE TABLE NTH THEIRSPECIFICPROJECT mmom mmo o®®omommm NOTE BLANK UNES ARE FOR CONTRACTORS USE AS REWIRED TO AOAPT SCHEDULE TO NIL SPEU M w VlllYHS. I HYDROLOGIC SOIL GROUP GENERALNOTES A 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION k SEDIMENT CONTROL MEASURES AND r PRACTICES THROUGHOUT THE PROJECT. ANY AND ALL FINES ASSOCIATED W17H EROSION CONTROL VIOLATIONS WILL BE ND THE CONTRACTOR'S RESPONSIBILITY. 97 STABILIZATION IS ACHIEVED. V 21. SILT SHALL INSTATED IN NO LONGER THAI 100 LF RUNS. THE ENDS OF EACH RUN SHALL TURN UPHILL FOR 2. ALL HERBACEOUS VEGETATION SHALL BE REMON D FROM WITHIN WE UNITS OF THE GRADING ANO REDISTRIBUTED NTH THE TOPSOIL IF POSSIBLE, LEAVE VEGETATION BUFFER TO NEIGHBORING PROPERTIES AND SENSITIVE AREAS. THE CONTRACTOR SHALL USE CAUTION AROUND ANY EXISTING UTILITIES LOCATED ON SITE. THEY SHALL BE TELEVISION AND CITY OF MONTICELLO UTILITIES. RESPONSIBLE FOR THE REPAIR OF SUCH STRUCTURES WHEN BROKEN OR OTHERWISE DAMAGED BY THE NEW 9. TIHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVING AND REPLACING ANY EXISTING SILT FENCE AS REWIRED CONSTRUCTION. 0. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EXISTING FENCES EXCEPT WHERE NOTED BY THE MES• PIPES. ETC. ME CLEANED T AND22WECONTRACTORSHALLENSURETHATALLDRAINAGESTRUCTURES, FWW ENGINEER. 5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE CONSTITUTES ALL KNOWN WORKING PROPERLY AT TME OF ACCEPTANCE FACIUTIES. HOWEVER. WE CONTRACTOR IS REQUIRED TO TWE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTIUTIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TOGRAPHICSCALESERVICEINADVANCEOFANYEXCAVATIONFORTHEMARK -WTCONTACTSERVICEALERT1 -800 -OF19009Q6,0 1 TRAP ANO NOTIFICATION 25 COMMENCEMENT OF WORK. LOCATION OF 1 COMMENCEMENTOFTIMELOCATIONOF TOTAL SITE MEA - 227.30 ACRES LS S. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF UNDERGROUND IN FEET) UTILITIES CONTRACTOR SMALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTUTIES BE 1 FT "WIN THE I Inch =100 R SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF PROPERTY LINE (TYP) ACRAL LOCATION OF EXISTING FACILITIES NOTED 1V OTHERS OTNERNISE. 7. CONTRACTOR IS REWIRED TO TME PRECAUTIONARY MEASURES TO PROTECT TI1E UTILITY ONES SHOWN AND ANY OTHER EXISTING ONES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. pi I N DIMENT BASIN/REGIONALWTHFI POND ALIEFCONPONDSIZE) FINAL. ' 1 1\ LTENMONLHEAD POND SIZE) C 1HEA0 PROTECTION AREA 999' \ ,, ETENR NPN GRA JN COMMENCE AFTER SILT NCE INSTALLATION / J - 7 MR\ DHE TNONF FEqCElNSTA OF MONTICELLO STORM SEWER /PROPERTY NO AREA ON THE NEST SIDE OF / - % /' RECENNC STFREAM 25. ABOUT BOB FT NW OF SITE) / COTY ON MONTICELLO NETLAND AREA OITI HWY. 25, ABOUT S00 TrucnNAOV eVnWrIJT RAGIM crwrnm r J. I HYDROLOGIC SOIL GROUP NOTEDIAL BEFOE YOU OG CALL CONTACTS ON COVEN A THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE SEDIMENT CONTROL STRUCTURES UNTIL FINAL r C 6.88 592 95].1] 958.bfi 963 2.0 ND ENSTING MINOR CONTOUR 97 STABILIZATION IS ACHIEVED. V 21. SILT SHALL INSTATED IN NO LONGER THAI 100 LF RUNS. THE ENDS OF EACH RUN SHALL TURN UPHILL FOR h1EPH0E ELECIRIG GASMNNSWCABLE PROPERTY LANE TELEVISION AND CITY OF MONTICELLO UTILITIES. 1. INSTALL STABIUZED CONSTRUCTION ENTRANCES 2 PREPARE TEMPORARY PARKING AND STORAGE MEA. 9. TIHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVING AND REPLACING ANY EXISTING SILT FENCE AS REWIRED DRAINAGE DIRECTION MES• PIPES. ETC. ME CLEANED T AND22WECONTRACTORSHALLENSURETHATALLDRAINAGESTRUCTURES, FWW BY CONSTRUCTION ACTINTES. acr E70511N0 STORM SERER WORKING PROPERLY AT TME OF ACCEPTANCE 10. THE CONTRACTOR SHALL INSTALL GRAVEL CHECK DAMS OR SEDIMENT BARRIERS IN ANY GULLY WASHOUT AREAS TO DISTURBED AREAS CONTROL FURTHER EROSION AS DIRECTED BY THE ENGINEER. TRAP 23. PIPE OUTLETS MUST BE PROVIDED 11 TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF TOTAL SITE MEA - 227.30 ACRES LS 11. WHEN STORM SEMERS ARE INSTALLED ANO STREETS PAVED, ADDITION EROSION CONTROL MEASURES MAY BE REQUIRED El8. SEE DETAIL SHEET 6.5) IF SITE IS NOT STABILIZED. F-6Z TOTAL LAND DISTURBANCE = 227.10 ACRES PAVED = 21A72 ACRES 72. CONSTRUCTION ENTRANCETOBUILT BY CONTRACTOR. MINIMUM 30' WIDE X 100' LANG FROM EXISTING OMD, 2- ROCK, 6- THICK W/ FILTERR FABRIC. (SEE DETAIL SHEENS) ROOFED =24.88 ACRES OR STEEPER THAN A 3:1 SLOPE SHALL BE STABIUZED WITH EROSION CONTROL BLANKET PER 6 NOTE: ALL OTHER MEAS NOT BUILT UPON WILL BE 13. ALL SLOPES EQUAL TO SITE SPECIFICATIONS. EROSION CONTROL BLANKET SHALL BE INSTAUED PER MANUFACTURERS ENECOMMaDATIONS. J STABILIZED VEGETATIVELY BY SEEDING OR SODDING 1 14 THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE SILT FROM SITE IF NOT REUSABLE ON-SITE AND ASSURING PIAN ALIGNMENT AND GRADE IN ALL OUCHES AT COMPLETION OF CONSTRUCTION. f . AVERAGE SCS CURVE NUMBER = 79 PRE DEV. 15WERE ARE NO WETLANDS ON THIS PROJECT. 94 POST DEV. 16. TilS PROJECT S LOCATED OUTSIDE OF THE 106 -YEAR FLOOD PLAIN. y' t FAIT BASN/RE ZONAL POND C ' - - SOIL ASSOCIATION I HYDROLOGIC SOIL GROUP ORDER: MOLLISOLS SUBORDER: UDOLL A 17. EROSION CONTROL IS THE CONTRACTOR'S RESPONSIBIUTY. THIS PLAN SHOULD BE USED AS A GUIDE AND REPRESENTS THE MINIMUM EROSION CONTROL DEVICES REWIRED. 1& EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL W!$ I ONSISTANT NW -Fl i MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTOR. p TION POND SIZE) / 19. THE CONTRACTOR SHALL PROVIDE MY FURTHER EROSION CONTROL MEASURES IN ADDITION TO THOSE LISTED TO LIMIT EAD PROTECTION AREA - / / LEGEND THE AMOUNT OF SILT LEAVING WE PROJECT CONFINES. E WEST 9 EROP / / i / ( -- - 960 - - DUSTING MAJOR CONTOUR - DISTURBED AREA BOUNDARY 20. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTERCONSTRUCTIONANDONLYWHENMEASHAVEBEENSTABIUZEDPATHAHEALTHYSTANDOF BASIN DRAINAGE AREA (AC) REpO. SEDIMENT VOL. (CY) LENGTH (FT) WIDTH (FT) D1 (FT) D2 (Fr) D3 (R) pw 1' AVAIL SEDIMENT VOL. ICY) A 6.]J 452 959.49 960.35 962 2.0 620 B 7.92 526 958.65 959.84 962 1.5 906 C 6.88 592 95].1] 958.bfi 963 2.0 851 4 -SEDIMENT BASIN SIZE TO BE CONSISTENT 'NTH FINAL DETENTION POND SIZE. EMBANKMENT CREST - D3' SEDIMENT BASIN/REGION 6 I Dr 9 HEIGHT)E PRIM. SPILLWAY CREST = SEDIMENT CLEANOUT LEVEL = RI: MAXIMUM Of4 ERING HOLES 1 CONCRETE SEE GRADING PUNS SEE STORM SEWER PLANS FOR INVERT ELEVATIONS SEE GRADING MD DRAINAGE PLANS FOR PIPE LOCATION AND PLACEMENT TEMPORARY SEDIMENT BASIN OUTLET/RISER STRUCTURE DETAIL NOT TO SCALE PHASE II1. TEMPORARILY SEED DISTURBED AREAS PLACE ADDITIONAL SILT FENCE ON INTERIOR PORTIONS OF SITE AS NEEDED. 2, INSTALL UTIUTIM UNDERDRAIN% STORM SEWERS. CURBS AND GLITTERS. 3. INSTALL RIP RM AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES S. PREPARE SITE FOR PAVING. 6. PAVE SITE 7. INSTALL INLET PROTECTION DEVICES B. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABIUZED). VICINITY MAP NOTTOSCAE USGS QUADRANGLE MAP NOT TO SCALE MAINTENANCE ALL MEASURES STATED ON THIS EROSION CONTROL PUN, AND IN THE STONM WATER POLLUTION PREVENTION PLAN PHASE OF WORK OR FSHALINAL STABIUBE UON OFIN LLWE SITE GNALALL SEDIMENTUNTIL NO LONGER ANDEROSION CONTROLPIRACTICES WILL BERED FOR A IL COMPLETED AT LEAST DAILY BY THE INSPECTOR. BI-WEE(LY BY THE COMPLIANCE OFFICER AND EVERY MONTH BY WE CONSTRUCTION MANAGER. MY NECESSARY REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF THE BEST MMAGEMENT PRACTICES SHALL BE MADE IMMEDIATELY. 1. INLET PROTECTION DEVICES MD BARRIERS SHALL BR REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKEG REGULARLY TO SEE THAT A STAND IS MAINTAINED. AREAS SHOULD BE FERMUZED, WATERED. AND RESEEDED AS NEEDED. A SILT FENCE SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCE WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION MICH WILL PREVENT TRACKING OR FLOW OF MUD ON TO PUBLIC RIGHT-OF-WAYS. THIS MAY REWIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. STREET SWEEPING MUST BE USED IF BMFIS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO WE STREET. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD COmITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REWIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT BASINS SHALL BE DRAINED AND SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY SOX 7. ADEQUATE MAINTENANCE ACCESS MUST BE PROVIDED (TYPICALLY 10 FT. WDE OR AS REWIRED BY WE CITY) FOR FUTURE MAINTENANCE OF WE BASIN B. FOLLOWING SOL DISTURBANCE, PERMANENT OR TEMPORARY STABIUZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS TO THE SURFACE OF ALL PERIMETER CONTROLS, TOPSOIL STOCKPILES, AND ANY 01HER DISTURBED OR GRADED AREAS ON PROJECT SITE WHICH ME NOT BEING USED FOR MATERIAL STORAGE OR ON MIC H ACTUAL EARTH MOVING ACTIATES ME NOT BEING PERFORMED. THE UNDERSIGNED CERTflES THIS PLM AS BEING DESIGNED IN ACCORDANCE WITH TIEA P I`nn` 1T I FNiS D q( ,L RADEMACHER @ 0 0WORE oil OS 3 e e r'su E EQ. Y M.. - I V a,am n J1 S i56, Z w W WHWZ OO1 W N Ld EL to a V)4k 2Ja 1-L O QOEL w v~) z Q LlI FW- 3 3 K U O F I- Z N 0m ce by: JBM wed by: OJR t na.: 200 ome. 04- 05.1 COMPLETION OF PERMMENT VEGETATION. SEQUENCE OF CONSTRUCTION 962 - - ENSTING MINOR CONTOUR PROPOSED SILT FENCE BEE DETAIL SHEET 6.5) 21. SILT SHALL INSTATED IN NO LONGER THAI 100 LF RUNS. THE ENDS OF EACH RUN SHALL TURN UPHILL FOR PHASE I PROPERTY LANE AN APPROPRIATE DISTANCE TO KEEP WATER FROM BONING TO THE NEXT SECTION OF SILT FENCEPPROIS 1. INSTALL STABIUZED CONSTRUCTION ENTRANCES 2 PREPARE TEMPORARY PARKING AND STORAGE MEA. DRAINAGE DIRECTION MES• PIPES. ETC. ME CLEANED T AND22WECONTRACTORSHALLENSURETHATALLDRAINAGESTRUCTURES, FWW 3. CONSTRUCT THE SILT FENCES ON THE SINE. acr E70511N0 STORM SERER WORKING PROPERLY AT TME OF ACCEPTANCE A CONSTRUCT THE SEDIMENT TOMS AND BASINS 5. CLEAR AND GRUB THE SITESEDIMENT TRAP 23. PIPE OUTLETS MUST BE PROVIDED 11 TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF BEGIN GRADING THE SITE. LS LOW SPOT El8. SEE DETAIL SHEET 6.5) CONNECTION TO A SURFACE WATER. 7 START CONSTRUCTION OF BUILDING PAD AND STRUCTURES PHASE II1. TEMPORARILY SEED DISTURBED AREAS PLACE ADDITIONAL SILT FENCE ON INTERIOR PORTIONS OF SITE AS NEEDED. 2, INSTALL UTIUTIM UNDERDRAIN% STORM SEWERS. CURBS AND GLITTERS. 3. INSTALL RIP RM AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES S. PREPARE SITE FOR PAVING. 6. PAVE SITE 7. INSTALL INLET PROTECTION DEVICES B. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABIUZED). VICINITY MAP NOTTOSCAE USGS QUADRANGLE MAP NOT TO SCALE MAINTENANCE ALL MEASURES STATED ON THIS EROSION CONTROL PUN, AND IN THE STONM WATER POLLUTION PREVENTION PLAN PHASE OF WORK OR FSHALINAL STABIUBE UON OFIN LLWE SITE GNALALL SEDIMENTUNTIL NO LONGER ANDEROSION CONTROLPIRACTICES WILL BERED FOR A IL COMPLETED AT LEAST DAILY BY THE INSPECTOR. BI-WEE(LY BY THE COMPLIANCE OFFICER AND EVERY MONTH BY WE CONSTRUCTION MANAGER. MY NECESSARY REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF THE BEST MMAGEMENT PRACTICES SHALL BE MADE IMMEDIATELY. 1. INLET PROTECTION DEVICES MD BARRIERS SHALL BR REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKEG REGULARLY TO SEE THAT A STAND IS MAINTAINED. AREAS SHOULD BE FERMUZED, WATERED. AND RESEEDED AS NEEDED. A SILT FENCE SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCE WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION MICH WILL PREVENT TRACKING OR FLOW OF MUD ON TO PUBLIC RIGHT-OF-WAYS. THIS MAY REWIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. STREET SWEEPING MUST BE USED IF BMFIS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO WE STREET. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD COmITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REWIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT BASINS SHALL BE DRAINED AND SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY SOX 7. ADEQUATE MAINTENANCE ACCESS MUST BE PROVIDED (TYPICALLY 10 FT. WDE OR AS REWIRED BY WE CITY) FOR FUTURE MAINTENANCE OF WE BASIN B. FOLLOWING SOL DISTURBANCE, PERMANENT OR TEMPORARY STABIUZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS TO THE SURFACE OF ALL PERIMETER CONTROLS, TOPSOIL STOCKPILES, AND ANY 01HER DISTURBED OR GRADED AREAS ON PROJECT SITE WHICH ME NOT BEING USED FOR MATERIAL STORAGE OR ON MIC H ACTUAL EARTH MOVING ACTIATES ME NOT BEING PERFORMED. THE UNDERSIGNED CERTflES THIS PLM AS BEING DESIGNED IN ACCORDANCE WITH TIEA P I`nn` 1T I FNiS D q( ,L RADEMACHER @ 0 0 WORE oil OS 3 e e r'su E EQ. Y M.. - I V a,am n J1 S i56, Z w W WHWZ OO1 W N Ld EL to a V)4k 2Ja 1-L O QOEL w v~) z Q LlI FW- 3 3 K U O F I- Z N 0m ce by: JBM wed by: OJR t na.: 200 ome. 04- 05.1 MONTICELLO BUSINESSI / I DISTURBED AREA IUMIT TO BE I FT WITHIN CENTER OTHERRTIISE LINE (TW) UNLESS NOTED OUTLOT I i JCITY OF MONTICELLO PUBLIC STORM SEW ASIN/REGIONAL POND B PROTECTION AREA) oPROP SEEDIWsSCHEDULE HATCH KEY rfy rt ,/Ff y.• Mn/DOT SEED MIX 330NM Mn/DOT SEED MIX SSSS d Mn/COI' SEED MIX 260 COMMENCVL NRF SODOM SCHEDULE U APPJCATION SOD 3LEN0 - NRF -TYPE TNL RESCUE RTQ TI a SEE NC U W PLAN (SWEEP) SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REWIRED FOR A 1 m COMPLETED PHASE OF WORK OR FINAL STABIUZAMON OF THE STT. ALL SEDIMENT AND EROSION CONTROL H STRIPPING PII TO CKPIBYSILT FEN( T1tE'f _pHI y2mmlm'2 PRACTICES 'WILL SE INSPECTED AT LEAST DAILY BY THE INSPECTOR, BI -WEEKLY BY THE COMPLIANCE OFFICER AND EVERY MONTH BY THE CONSTRUCTION MANAGER. ANY NECESSARY REPAIRS OR CLEMI-UP TO MAINTAIN W ElfW WAL-MART SUPERCENTER EROSION AND SEDIMENTATION CONTROL PLAN (PHASE 2) MONTICELLO BUSINESS CENTER MALL TO PUBUCPUBSTORM SEWER OUTLOT B WTHIN AREA LIMIT TO BE CONTAINEDWITIRINROWFORTURNLANE IMPROVEMENTS. OUTLOT C I, @ 1 Up AMMIA H Y E966.0 II IIa(3.05 AMWSOUTH SEDIME T TRAP V IlplOF MuNTIcEtax, l55 PPu R rr J ENUtiium 137014ING TO PREVENT EROSION ITY SEQUENCE OF CONSTRUCTION PHASE I1. INSTALL STABIUZED CONSTRUCTION ENTRANCES. 2 PREPARE TEMPORARY PARKING AND STORAGE AREA. S. CONSTRUCT THE SILT FENCES ON THE STE. 4. CONSTRUCT THE SEDIMENT TRAPS AND BASINS. S. CLEAR AND GRUB THE SITE. 6. BEGIN GRADING THE SIE 7. START CONSTRUCTION OF BVILDING PAD AND STRUCTURES PHASE 111. TEMPORARILY SEED DISTURBED AREAS. PLACE ADDITIONAL SILT FENCE ON INTERIOR PORTIONS OF SITE AS NEEDED. 2. INSTALL UTILITIES UNDERDItAINS. STORM SEWERS, CURBS AND GUTTERS. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. S PREPARE STE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABIUZED). VICINITY MAP NOT TO SCALE SILT FENCE SHOULD BE INSTALLED IN NO GREATER THAN 100 LF RUNS. THE ENDS OF EACH RUN SHOULD TURN UPHILL FOR AN APPROPRIATE DISTANCE TO KEEP WATER FROM FLOWING TO THE NEXT SECTION OF SILT FENCE. (TYP, SEE DETAIL SHEETS) NOTEDIALBEFORE YOU DIG. CALL CONTACTS ON COVER SHEET FON LOCATION OF UNDERGROUND TELEPHONE ELECTRIC. GAS MAINS CABLE TELEVISION AND CITY 0 MONTICELLO UtILITIES. USGS QUADRANGLE MAP NOTTOSGME f lf/J _..11 -c I 9LEgOA\ ' PROpda UNE{ IJI CROSSTED.EVENLY: A;ROSS I7tK t IM ;.Y.:: S . ENGINEER & PREPARER OLSSON ASSOCIATES 790D 78TH ST WEST, SUITE 150 MINA. MN 55439 PHONE 952-941-D477 CONTACT: GARRICK RADEMACHER OWNER & DEVELOPER WAL•MAR'T REAL ESTATE BUSINESS TRUST 702 S.W. 8TH STREET BENTONNLIE. AR 72712-8489 501) 273-4000 ri i C \ GRAPHICISCALE 100 0 60 100 Z00 IN FEET) 11I h SEEDIWsSCHEDULE HATCH KEY rfy rt ,/Ff y.• Mn/DOT SEED MIX 330NM Mn/DOT SEED MIX SSSS d Mn/COI' SEED MIX 260 COMMENCVL NRF SODOM SCHEDULE HATCX HEY APPJCATION SOD 3LEN0 - NRF -TYPE TNL RESCUE DET TION IC8.5) ALL MEASURES STATED ON THIS EROSION CONTROL PLAN. AND IN TUE STORM WATER POLLUTION PREVENTION ZOPLAN (SWEEP) SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REWIRED FOR A USGS QUADRANGLE MAP NOTTOSGME f lf/J _..11 -c I 9LEgOA\ ' PROpda UNE{ IJI CROSSTED.EVENLY: A;ROSS I7tK t IM ;.Y.:: S . ENGINEER & PREPARER OLSSON ASSOCIATES 790D 78TH ST WEST, SUITE 150 MINA. MN 55439 PHONE 952-941-D477 CONTACT: GARRICK RADEMACHER OWNER & DEVELOPER WAL•MAR'T REAL ESTATE BUSINESS TRUST 702 S.W. 8TH STREET BENTONNLIE. AR 72712-8489 501) 273-4000 ri i C \ GRAPHICISCALE 100 0 60 100 Z00 IN FEET) 11Ih NOTE BLANK LINES ARE FOR CONTRACTORS USE AS REQUIRED TO ADAPT SCHEDULE TO SITE SPECIFIC CONDITIONS. GENERALNOTES 1. TUE CONTRACTOR SHALL SE RESPONSIBLE FOR MAINTENANCE CE ALL EROSION & SEDIMENT CONTROL MEASURES AND PRACTICES THROUGHOUT THE PROJECT. ANY AND ALL FINES ASSOCIATED WITH EROSION CONTROL VIOLATIONS WILL BE THE CONTRACTOR'S RESPONSIBILITY. 2. ALL HERBACEOUS VEGETATION SHALL BE REMOVED MGM WITHIN THE LIMITS OF THE GRADING AND REDISTRIBUTED WITH THE TOPSOIL IF POSSIBLE, LEAVE VEGETATION BUFFER TO NEIGHBORING PROPERTIES AND SENSITIVE AREAS. 3. THE CONTRACTOR SHALL USE CAUTION AROUND ANY EXISTING UTILITIES LOCATED ON SITE, THEY SHALL BE RESPONSIBLE FOR THE REPAIR OF SUCH STRUCTURES WHEN BROKEN OR OTHERWISE DAMAGED BY TINE NEW CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EXISTING FENCES EXCEPT WHERE NOTED BY THE ENGINEER. 5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE CONSTITUTES ALL KNOWN FACILITIES. HOWEVER, THE CONMACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSINUTY TO CONTACT UNDERGROUND SERVICE ALERT O 1-800-252-1166 IN ADVANCE OF ANY EXCAVATION FOR THE MARK -OUT OF THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. 6. BEFORE EXCAVATING FOR THIS CONTRACT. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF UNDERGROUND UTILITIES OCNTRACTOR STALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD CE CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EOSI NG FACILITIES 7. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY UNES SHOWN AND ANY 07HER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS S THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE SEDIMENT CONTROL STRUCTURES UNTIL FINAL SITE STABILIZATON IS ACHIEVED. 9, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVING AND REPLACING ANY EXISTING SILT FENCE AS REQUIRED BY CONSTRUCTION ACIVII 10. THE CONTRACTOR SHALL INSTALL GRAVEL CHECK DAMS OR SEDIMENT BARRIERS IN MY GULLY WASHOUT AREAS TO CONTROL FURTHER EROSION AS DIRECTED BY THE ENGINEER. it. WHEN STORM SEWERS ARE INSTALLED AND STREETS PAVED, ADDITION EROSION CONTROL MEASURES MAY BE REQUIRED IF STE IS NOT STABIIUZEO. 12. CONSTRUCTION ENTRANCE TO BE BUILT BY CONTRACTOR. MINIMUM 30' WIDE X 100' LONG FROM EXISTING ROAD, 2' ROCK, 8' THICK W/ FILTER FABRIC. (SEE DEFAL SHEETS) 13. ALL SLOPES EQUAL TO OR STEEPER THAN A 3,1 SLOPE SHALL BE STABILIZED WITH EROSION CONTROL BLANKET PER SITE SPECIFICATIONS EROSION CONTROL BLANKET SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 14. THETHGNMO fAC GRADEIS REN NSI ORCFOR HES REMOVING T E SIOF CONSTRUCTIONLTFROM SITE IF NOT REUSABLE ON-SITE AND ASSURING PLAN 15. THERE ARE NO WETLANDS ON THIS PROJECT. 16. THIS PROJECT IS LOCATED OUTSIDE OF THE 100-YEM FLOOD PON. 17. EROSION CONTROL IS THE CONTRACTOR'S RESPONSIBILITY. THIS PLAN SHOULD BE USED AS A WIDE AND REPRESENTS THE MINIMUM EROSION CONTROL DEVICES REQUIRED. 18. EROSION CONTROL MEASURES SHALL BE MAINTMNED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTOR. 19. THE CONTRACTOR SHALL PROVIDE ANY FURTHER EROSION CONTROL MEASURES IN ADDITION TO THOSE LISTED TO IUMIT THE AMOUNT OF SILT LEAVING THE PROJECT CONFINES. 20. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING TIE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED WITH A HEALTHY STAND OF PERMANENT VEGETATION. 21. SILT FENCE SHALL BE INSTALLED IN NO LONGER THAN 100 LF RUNS. THE ENDS OF EACH RUN SHALL NMN UPHILL FOR AN APPROPRIATE DISTANCE TO KEEP WATER FROM FLOWING TO THE NEXT SECTION OF SILT FENCE 22 THE CONTRACTOR STALL ENSURE THAT ALL DRAINAGE STRUCTURES FLUMES, PIPES, ETI. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE 23. RPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF NELI gE2e,n nEE$ E X pn5151 IS ' N T3=oa .. z 6u E A LEGEND CONNECTION SEEDIWsSCHEDULE HATCH KEY PPPLWION vvvvvvvvvvvvvv Mn/DOT SEED MIX 330NM Mn/DOT SEED MIX SSSS d Mn/COI' SEED MIX 260 COMMENCVL NRF SODOM SCHEDULE HATCX HEY APPJCATION SOD 3LEN0 - NRF -TYPE TNL RESCUE NOTE BLANK LINES ARE FOR CONTRACTORS USE AS REQUIRED TO ADAPT SCHEDULE TO SITE SPECIFIC CONDITIONS. GENERALNOTES 1. TUE CONTRACTOR SHALL SE RESPONSIBLE FOR MAINTENANCE CE ALL EROSION & SEDIMENT CONTROL MEASURES AND PRACTICES THROUGHOUT THE PROJECT. ANY AND ALL FINES ASSOCIATED WITH EROSION CONTROL VIOLATIONS WILL BE THE CONTRACTOR'S RESPONSIBILITY. 2. ALL HERBACEOUS VEGETATION SHALL BE REMOVED MGM WITHIN THE LIMITS OF THE GRADING AND REDISTRIBUTED WITH THE TOPSOIL IF POSSIBLE, LEAVE VEGETATION BUFFER TO NEIGHBORING PROPERTIES AND SENSITIVE AREAS. 3. THE CONTRACTOR SHALL USE CAUTION AROUND ANY EXISTING UTILITIES LOCATED ON SITE, THEY SHALL BE RESPONSIBLE FOR THE REPAIR OF SUCH STRUCTURES WHEN BROKEN OR OTHERWISE DAMAGED BY TINE NEW CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EXISTING FENCES EXCEPT WHERE NOTED BY THE ENGINEER. 5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE CONSTITUTES ALL KNOWN FACILITIES. HOWEVER, THE CONMACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSINUTY TO CONTACT UNDERGROUND SERVICE ALERT O 1-800-252-1166 IN ADVANCE OF ANY EXCAVATION FOR THE MARK -OUT OF THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. 6. BEFORE EXCAVATING FOR THIS CONTRACT. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF UNDERGROUND UTILITIES OCNTRACTOR STALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD CE CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EOSI NG FACILITIES 7. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY UNES SHOWN AND ANY 07HER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS S THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE SEDIMENT CONTROL STRUCTURES UNTIL FINAL SITE STABILIZATON IS ACHIEVED. 9, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVING AND REPLACING ANY EXISTING SILT FENCE AS REQUIRED BY CONSTRUCTION ACIVII 10. THE CONTRACTOR SHALL INSTALL GRAVEL CHECK DAMS OR SEDIMENT BARRIERS IN MY GULLY WASHOUT AREAS TO CONTROL FURTHER EROSION AS DIRECTED BY THE ENGINEER. it. WHEN STORM SEWERS ARE INSTALLED AND STREETS PAVED, ADDITION EROSION CONTROL MEASURES MAY BE REQUIRED IF STE IS NOT STABIIUZEO. 12. CONSTRUCTION ENTRANCE TO BE BUILT BY CONTRACTOR. MINIMUM 30' WIDE X 100' LONG FROM EXISTING ROAD, 2' ROCK, 8' THICK W/ FILTER FABRIC. (SEE DEFAL SHEETS) 13. ALL SLOPES EQUAL TO OR STEEPER THAN A 3,1 SLOPE SHALL BE STABILIZED WITH EROSION CONTROL BLANKET PER SITE SPECIFICATIONS EROSION CONTROL BLANKET SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 14. THE THGNMO f AC GRADEIS REN NSI ORCFOR HES REMOVING T E SIOF CONSTRUCTIONLTFROMSITEIF NOT REUSABLE ON-SITE AND ASSURING PLAN 15. THERE ARE NO WETLANDS ON THIS PROJECT. 16. THIS PROJECT IS LOCATED OUTSIDE OF THE 100-YEM FLOOD PON. 17. EROSION CONTROL IS THE CONTRACTOR'S RESPONSIBILITY. THIS PLAN SHOULD BE USED AS A WIDE AND REPRESENTS THE MINIMUM EROSION CONTROL DEVICES REQUIRED. 18. EROSION CONTROL MEASURES SHALL BE MAINTMNED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTOR. 19. THE CONTRACTOR SHALL PROVIDE ANY FURTHER EROSION CONTROL MEASURES IN ADDITION TO THOSE LISTED TO IUMIT THE AMOUNT OF SILT LEAVING THE PROJECT CONFINES. 20. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING TIE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED WITH A HEALTHY STAND OF PERMANENT VEGETATION. 21. SILT FENCE SHALL BE INSTALLED IN NO LONGER THAN 100 LF RUNS. THE ENDS OF EACH RUN SHALL NMN UPHILL FOR AN APPROPRIATE DISTANCE TO KEEP WATER FROM FLOWING TO THE NEXT SECTION OF SILT FENCE 22 THE CONTRACTOR STALL ENSURE THAT ALL DRAINAGE STRUCTURES FLUMES, PIPES, ETI. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE 23. RPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF NELI gE2e,n nEE$ E X pn5151 IS ' N T3=oa .. z 6u E A LEGEND CONNECTION 70 A SURFACE WATER. z d MAINTENANCE DET TION IC8.5) ALL MEASURES STATED ON THIS EROSION CONTROL PLAN. AND IN TUE STORM WATER POLLUTION PREVENTION ZOPLAN (SWEEP) SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REWIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABIUZAMON OF THE STT. ALL SEDIMENT AND EROSION CONTROL H T1tE'f _pHI y2mmlm'2 PRACTICES 'WILL SE INSPECTED AT LEAST DAILY BY THE INSPECTOR, BI -WEEKLY BY THE COMPLIANCE OFFICER AND EVERY MONTH BY THE CONSTRUCTION MANAGER. ANY NECESSARY REPAIRS OR CLEMI-UP TO MAINTAIN W ElfW REF CET An 06.5 & CEI THE EFFECTIVENESS OF THE BEST MANAGEMENT PRACTICES SHALL BE MADE IMMEDIATELY. W Z p PROPOSED SALMI SEWER1. INLET PROTECTION DEVICES AND BARRIERS SHALL BR REPAIRED DR REPLACED IF THEY SHOW SIGNS OF Kd W I UNDERMINING, OR DETERIORATION. W 't EXISTING STORM SEWER 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A STAND IS MAINTAINED. AREAS SHOULD Z W N BE FERTILIZED. WATERED, AND RESEEDED AS NEEDED. O W d to DISTURBED AREA BOUNDARY 3, SILT FENCE SHALL BE REPAIRED TO THBR ORIGINAL CONDITION F DAMAGED. SEDIMENT SHALL BE REMOVED Q A 4 FROM THE SILT FENCE WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE ZO = d W M. PROPOSED SILT FENCE A THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WALL PREVENT TRACKING OR JO CE D-' SEE DETAIL SHEET 6.5) FLOW OF MUD ON TO PUBUC RIGHT-OF-WAYS THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. STREET SWEEPING MUST BE USED IF BMP'S ARE NOT d Q OI RRPRAP ZADEQUATETOPREVENTSEDIMENTFROMBEINGTRACKEDONTOTHESTREET. Q zW3 960-- - EXISTING MAJOR. CONTOUR S TND PARKING AND STORAGE AREA SHALL KEPT GOOD CONDITION (SUITABLE FOR PARKING HQTEMANDSTORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONSSTORAGE). SI O 962- - EXISTING MINOR CONTIXIR DEMAND. 3 J 985 - PROPOSED MAJOR CONTOUR 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL OONDITONS AT L61 ALL I[ MESSEDIMENT BASINS SHALL BE DRAINED AND SEDIMENT SHALL BE R13AOVED FROM SEDIMENT BASINS d' 961 - PRDPOSED MINOR CONTOUR OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50& O Z PROPERTY LINE 7. ADEQUATE MAINTENANCE ACCESS MUST BE PROVIDED (TYPICALLY t0 FL WIDE OR AS REQUIRED BY ME CITY) N O DRAINAGE DIRECTION FOR FUTURE MAINTENANCE OF THE BASIN g drawn by: ORMWITHINSEVENSOLDISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE CRIES. S. FOLLOWINGCALENDAR AND ANY7) CALENDAR GAYS TO THE SURFACE OF ALL. PERIMETER CONTROLS NGL BFOR checked by: IBM SEDIMENT TRAP MATERIAL E. ORDISTURBEDGRADEDAREASONPROJECTSITEWHICHARENOTBEINGUSEDFORMATERIALSTORAGE, OR approved DOR SEE DETAIL SHEET 6.5) ON WHICH! ACTUAL EARTH MOVING ACTIVITIES ARE NOT BEING PERFORMED. C o .: project no.: 201 THE UNDERSIGNED CERTIFIES THIS PLAN AS BEING DESIGNED IN ACCORDANCE dw9 name: SWPP.DWG WITHE PCA P,gRM1,7 REW)¢EMENTS. NNRX.. Gate: 09-24-04 INDEX UACDYCARR..ICCK` C5 2JRADEMACHER WIFE .TS3ND RED BACKGROUND R1-1 SOURCE: OLC STOP" SIGN N.T.S. 120' TYE 36" UMLD\ w/ RED LEGEND WHITE BACKGROUND R1-2 SOURCE: OLC YIELD" SIGN PARKING THIS SIGN TYPICPL AT ® R7-8 ALL ACCESSIBLE PARK SPACES ING THIS SIGN TYPICAL AT VANALLVANACCESSIBLE ACCESSIBLE 12 X fi PARKING SPACES PENALT' SIGN WITH WORDING— 12' X 9" AS REQUIRED BY STATE OR LOCAL GOVERNING AGENCY ACCESSIBLE PARKING SIGN. NTS. 40URCE: OLC OTE ALL SIGNS SHALL COMPLY WITH US DEPARTMENT OF ALL PIPES SHALL TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S PAINTED TRAFFIC YELLOW AND AS OF UNIFORM TRAFFIC CONTROL DEIN ACCORDANCECODESANDASSPECIFIEDMOUNTSIGNSTOPOSTINACCORDANCE W'TH MANUFACTURER'S INSTRUCTIONS. 12"yl FT PAVEMENT OR - r OW BUCK LETTERS WITH FINISHED GRADE WHITE BACKGROUND 2'-O' NUMBER FROM LER- TO GORIGHT AS SEER FROMT BACWHITE VES u? no ASILE SIGN N.T.S. iw RESERVEDPARKING V1Z N WJNQ OfO C] -CHANNEL POST—_ C (2 LBS /FT) dW v USE 6" PIPE O CONCRETERD FILLED AITRAFFICEANOPAINTEDTRAFFICYELLOWQ+ NY WHEN SIGN IS IN PAVED AREA OR SIDEWALK 3500 P S.I.— P.0 CONCRETE 1'-6" AER THAN STOP, ETD.) Z LOWEST SIGN SHALL BE SOURCE: 7'-0". T 60° O r I T SEE BREAK AWAY CHANI-11. POST WHEN PIPE DOLURJ IS NOT REQUIRED. O 3" :. UN9 SURFACE PARTIAL ELEVA'ION H 5/16" RARO GALVANIZEDED OR ZINE PLATO SQUAREOR HEX HEAD MACHINE BOLT WIIH NUT. PLAN VIEW BREAK AWAY CHANNEL POST N.T S SOURCE: OLC PIPE BOLLARD NTS, SOURCE: OLC PIPE LAYOUT PER STRIPING DETAIL/SITE PLA\. CURBED ISLAND SEE SITE PUN _ OR DETAIL SHEET POST WITH —_ 16" AISLE SIGNS x x11:1-Ia1161SRUn PAINTED ENOCAP - 90' AISLE SIGN LOCATIONS - 90° PARKING POST WITH AS SIGNS DDO LAYOUT PER STRI PINE DETAIL/ aAv 36" 1 36' L1 PdINTEp ENOCAP - 60' I CURBED ING/ POST WITH. AISLE SIGNS CURBED ISLAND - 60' SOURCE: OLC AISLE SIGN LOCATIONS - 60° PARKING 12" 30" 0" e"v°sIn — Pf1FMRl BLACK LEGEND ON BLANWH ITCKLEGEND YELLOW BACKGROUND TCP LM BACKGROUND (WiIA-2) (WIIA-2P) S PEDXING R7-5 SOURCE: DLC24" SOURCE: OLD I NO PARKING - LOADING "PEDESTRIAN CROSSING" ZONE" SIGN SIGN N.T.S. N T.S. 1EMU12" 30" 0111101111111P I STANDARD RED AND WHITE SIGN R5-1 RED LEGEND ON WHITE BACKGROUND DO NOT ENTER" "NO PARI(NNG - FIRE SIGN LANE SIGN NT.s. NTS 3T — i SOURCE OLC SOURCE: OLD Lte l TOPSOIL & GRASS SEED 999 PER: LANDSCAPE PLAN SPECIFICATIONS II I II 3N MIN. IMPERVIOUS FILL 1 L)hlFLlp— ON SIDES OF 1PONDTOEL. 956.3 4 @ h III. T y' MIN. IMPERVIOUS FILL ON BOTTOM OF POND, EL. 949 0 I I I Yi IMPERVIOUS POND LINER TYPICAL CROSS SECTION N.T.S SOURCE: OLSSON ASSOCIATES p3 TIES AT 16" OC 5/5"x 52' (MIN) COPPERWELD GROUND R00 CONNECTED TO EQUIPMENT GROUND WIRE AT aF,8 VERTICAL GROUND LUG IN POLE REINFORCING BARS BLADED INSTALLATION IN CONCRETE ADJACENT TO PAVING REQUIRES CON TNUDUS ANCHOR BOLTS I/2' EXPANSION JOINT MATERIAL ALL AROUND. SEAL WITH JOINT SEALER PER SPECIFICATIONS CONDUIT AS REGO RUN JUNCTION 30% (POLES DESIGNATED WITd 'CAM" SUFFIX SECTION "A—A" ONLY, I.E. BV -CAM), LOCATE BETWEEN TOP AND SECOND TES POLE -TO -BASE PLATE WELD E SHALL COMPLY WITH AWS ANCHOR SPECS. AT TOP AND BOTTOM BOLTS OF BASE PLATE BASE PLATE BOLT HOLE 45' OLE BASE PLATE AND TYP OLT PATTERN PER 0'-3 3/4" ANUFACTURER'S ECOMMENDATION i4 24' DIA. CONCRETE FOUNDATION BOLT COVER TPICAL SECTION "B—B" GROUNDING LUG WELDED TO INSIDE OF POLE LOCKING JUNCT10 6 BOX (POLES DESIGNATED WITH 'OAP" SUFFIX ONLY, I E BV -CAM), FLUSH WITH FACE OF UGHT POLE BASE LOCATE JUNCTION BOX TOWARDS FRONT OF BUILDING. REFER SPECIFICATIONS HANDHOLE WITH COVER REMOVED GROUND CABLE ATTACHED TO GROUND ROD ELING kUT '•°" MAX 1" FROM CNC;--7E) BASE PLATE PER SPECIFICATIONS DETAIL "C„ ANCHOR BOLT 12 1/2" a 6 BOLT CIRCLE 4" I W: o RADIO TYPICAL ANCHOR BOLT SPACING SOURCE: OLC 24" 24" I T WA4W1Rf WALi1ARf 1n. TR.IC7® N 71i.1C1(8 1 a. 1 1 BUCK LEGEND ON BUCK LEGEND ON BLACK LEGEND ON WHITE BACKCROUND WHITE BACKGROUND WHITE BACKGROUND ARROW RIGHT ARROW LEFT ARROW UP SEE DIRECTION INDICATED BY SYMBOL) SOURCE: OLC SIGN (W/ARROW) NTS. NORTHWEST DETENTION POND 39' STEEL TAPERED POLE PER SPECIFICATIONS. POLE \ SHALL BE MADE PLUMB WITH LEVELING NUTS. HAND HOLE WITH COVER V-6" FROM BASE OF POLE 4"x 6" MIN PROVIDE C"-- `I PROVIDE JUNCTION BOX ON POLES I DESIGNATED WITH "CAM" SUFFIX YONLYULEBV -CAM) REFER SITE PLAN FOR SECURITY POLE LOCATIONS FINISH GRADE 2" SECURITY CAMERA CONDUIT N I POLES DESIGNATED WITH "CAM' SUFFIX ONLY. IE. BV -CAM) A B 1' MIN LIGHTING CONDWT-- I I . s VERTICAL AND HORIZONTAL BARS SHALL BE FIELD TED. WELDING NOT PERMITTED SUPPORT REINFORCEMENT IN ITS PROPER LOCATION FROM THE FORMWORK DURING $ CONCRETE OPERATION / 91IAM l NOTES1 3500 PSI MIN 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL 2 IF WATER IS PRESENT IN HOLE REMOVE BEFORE POURING CONCRETE 3 FOUNDATION EXCAVATION SHALL BE By 24' AUGER IN UNDISTURBED OR PROPERLY COMPACTED FILL PER SPECIFICATIONS 4 FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END .BEARING OF 2000 PSE. 5 FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE VALUE OF 1000 PSF 6 FOUNDATON HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL PRESSURE OF 10W PSF, UTILIZING AASHTO FIGURE I. OOC(4) OF "EMBEDMENT OF POSTS WITH OVERTURNING LOADS" 7 EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW 8 DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 46 SOFT 9 ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST -IN-PLACE PRE -CAST LIGHT POLE BASE FOUNDATIONS ARE NOT ACCEPTABLE CAP ALL CONDUIT 12' 4) ANCHOR BOLTS 1 25' OIA x 42" LONG'x 6" HOOK WITH 2 NUTS. 2 FLAT WASHERS AND 1 LOCK WASHER EACH 4-#&8' (MIN) LONG BARS EQUALLY SPACED g3 TES B 16" O.0 MAX 3" MINIMUM COVER.TTP 2 BELOW FROST LINE TYPICAL LIGHTING POLE BASE DETAIL N.TS I C x 2._0.. K POLE MOUNTED CAMERA DETAIL NTS NOTE. ONLY FOR POLE LOCATIONS DESIGNATED WITH CAM" SUFFIX ONLY, IE BV -CAM CAMERAS AND WIRING BY OTHERS. a$ nEca a m t3_= t IR c u $ r b.s E IZO a h o W OZOwl W CW N n EL m J V9 F Wp Q0 V9 Z 3 J U. ZI. 2 checked by: JBM approved by.. DRL project no.. 2004-0131 dwg name. 12-DT.DWG C6.1 P R BOLT COVER TPICAL SECTION "B—B" GROUNDING LUG WELDED TO INSIDE OF POLE LOCKING JUNCT10 6 BOX (POLES DESIGNATED WITH 'OAP" SUFFIX ONLY, I E BV -CAM), FLUSH WITH FACE OF UGHT POLE BASE LOCATE JUNCTION BOX TOWARDS FRONT OF BUILDING. REFER SPECIFICATIONS HANDHOLE WITH COVER REMOVED GROUND CABLE ATTACHED TO GROUND ROD ELING kUT '•°" MAX 1" FROM CNC;--7E) BASE PLATE PER SPECIFICATIONS DETAIL "C„ ANCHOR BOLT 12 1/2" a 6 BOLT CIRCLE 4" I W: o RADIO TYPICAL ANCHOR BOLT SPACING SOURCE: OLC 24" 24" I T WA4W1Rf WALi1ARf 1n. TR.IC7® N 71i.1C1(8 1 a. 1 1 BUCK LEGEND ON BUCK LEGEND ON BLACK LEGEND ON WHITE BACKCROUND WHITE BACKGROUND WHITE BACKGROUND ARROW RIGHT ARROW LEFT ARROW UP SEE DIRECTION INDICATED BY SYMBOL) SOURCE: OLC SIGN (W/ARROW) NTS. NORTHWEST DETENTION POND 39' STEEL TAPERED POLE PER SPECIFICATIONS. POLE \ SHALL BE MADE PLUMB WITH LEVELING NUTS. HAND HOLE WITH COVER V-6" FROM BASE OF POLE 4"x 6" MIN PROVIDE C"-- `I PROVIDE JUNCTION BOX ON POLES I DESIGNATED WITH "CAM" SUFFIX YONLYULEBV -CAM) REFER SITE PLAN FOR SECURITY POLE LOCATIONS FINISH GRADE 2" SECURITY CAMERA CONDUIT N I POLES DESIGNATED WITH "CAM' SUFFIX ONLY. IE. BV -CAM) A B 1' MIN LIGHTING CONDWT-- I I . s VERTICAL AND HORIZONTAL BARS SHALL BE FIELD TED. WELDING NOT PERMITTED SUPPORT REINFORCEMENT IN ITS PROPER LOCATION FROM THE FORMWORK DURING $ CONCRETE OPERATION / 91IAM l NOTES1 3500 PSI MIN 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL 2 IF WATER IS PRESENT IN HOLE REMOVE BEFORE POURING CONCRETE 3 FOUNDATION EXCAVATION SHALL BE By 24' AUGER IN UNDISTURBED OR PROPERLY COMPACTED FILL PER SPECIFICATIONS 4 FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END .BEARING OF 2000 PSE. 5 FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE VALUE OF 1000 PSF 6 FOUNDATON HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL PRESSURE OF 10W PSF, UTILIZING AASHTO FIGURE I. OOC(4) OF "EMBEDMENT OF POSTS WITH OVERTURNING LOADS" 7 EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW 8 DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 46 SOFT 9 ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST -IN-PLACE PRE -CAST LIGHT POLE BASE FOUNDATIONS ARE NOT ACCEPTABLE CAP ALL CONDUIT 12' 4) ANCHOR BOLTS 1 25' OIA x 42" LONG'x 6" HOOK WITH 2 NUTS. 2 FLAT WASHERS AND 1 LOCK WASHER EACH 4-#&8' (MIN) LONG BARS EQUALLY SPACED g3 TES B 16" O.0 MAX 3" MINIMUM COVER.TTP 2 BELOW FROST LINE TYPICAL LIGHTING POLE BASE DETAIL N.TS I C x 2._0.. K POLE MOUNTED CAMERA DETAIL NTS NOTE. ONLY FOR POLE LOCATIONS DESIGNATED WITH CAM" SUFFIX ONLY, IE BV -CAM CAMERAS AND WIRING BY OTHERS. a$ nEca a m t3_= t IR c u $ r b.s E IZO a h o W OZOwl W CW N n EL m J V9 F Wp Q0 V9 Z 3 J U. ZI. 2 checked by: JBM approved by.. DRL project no.. 2004-0131 dwg name. 12-DT.DWG C6.1 BORIZO ,J_ COORDINATE 2' SO x 6' THICK AASSIISS m CLASS B CONCRETE PAD oBe¢ NOTE: F SLOpE I FIRE HYDRANT Q3ASSPECIFIEDA-'- HYORAMS TO BE SET PWMB W/ NOZZLE FACING VALVE BOX TO SUIT VALVE BY CITY O STREET UNLESS O'PERWISE SPECIFIED BY FIRE DEPARTMENTNoANDDEPTHOF BURY PROVIDE DIA X 6" 2. ALL CONCRETE TO BE 2500 PSI P C. CONCRETE -?HK CONIC. COLLARhCJUST i0P SECTION AROUNDALL VALVE 3 FIRE HYDRANT ASSEMBLY INCLUDES GATE VALVE ANDAPPURTENANCESTAMP BACKFILL VA FINISP GRADE FINISH GRADE GNC GRADE 60 STEEL REINFORCEMENT ZTOOCOPOLYMERPOLYPOPYLENEP STIL ENTIRELVE BYC SUPORTED VALVE BODY BY CONCRETE BLOCKS 6 CU FT. GRAVEL VA L DX AS SECIFIED BYCITYORBRICKS -0 SLIT. _ J_VALVE BOX MUST NIT DRAIN -KEEP CLEAR '2' 1 E HORIZCNTA_ COORDINATE BASIS =_wTION A -AOyWATER ` =BEAR ON VALVE OR (EF CONCRETE - -TCS 6 PIPE S MIL POLY- o"' D.I. 1 _MHL TEE III ETHYLENE LININGNOTGATEVALVEBETWEEN CONC. NOT -0 BE USED IN PUBLIC ROW) & DUCTILE IRON.g 1. SIEPS SHALL MEET THE REQUIREMENTS OF ASTM C- 478, NTS (' YPICAL) AASHTO M-199 AND OSHA INSTRUCTION STDi-1. 9 o SOURCE: OLC SIC L :CONCRET' SEES coma RETAININGvSUP PCU RETAINING 2, POLYPROPYLENE PLASTIC SHALL CONFORM T l REFER TO THRUST BLOCKING GLAND GLAND REFER TO THRUST BLOCKING •ry' K=; z.-5$ 3 MAXIMUM VERTICAL SPACING OF STEPS SHALL BE 125 FEET OC DETAIL FOR THRUST BLOCKING DETAIL FOR THRUST BLOCKING REQUIREMENTS REOU! REMENTS SANITARY SEWER MANHOLE REINFORCED PLASTIC STEPS wEE`= THREADED PVC CLEANOUT PLUG W/ Dun FRAME AND COVER FIRE HYDRANT ASSEMBLY '-Ar 7- -s i W/ LETTER$ "CD.• CAST IN COVER N.T. S. GRADE SURFACE AWAY •" .5 `oISFROMCLEANLUT1" IN GRASSY AREA-E - R L 0" IN PAVED AREA NT.S. °'•'°,mc` ooc Y ADJusrhBLE HEAD SOURCE: OLC - SOURCE: OLD'o 4" MIN. 2500 FSI P C. 12" 12' CONCRETE COLLAR `e c o:8 NOTE SEE APPLICABLE DETAIL % FOR BACKFILL AN p BEDDING r29u74iz a m CS INSTRUCTIONS. SIZE OF RISER PIPE PER LOCAL CODES III II 45' BEND v P e°CRUSHED STONE PER LOCALCODESa .^ 11eop UNDISTURBED EARTH WALLUNDISTA GSURBED TUBBED EARTH WALL 0 8° . ;A. wok — DIRECTOR OP FLOW - a ` NC TAG WITHSPECIFICCONCRETE ONCREIE 7:_ L-' I EPTHATOSIZE, CONCRETE' fl'O IF WTE `P UG WYE IF SERVICE LATERAL DOES NOT CONTINUE (TDR. _z T. D°T Tl L TIUW TREND WALL TRENCH WALL i. (SEE BE OW) EE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION Q E 7 yY / I Ou: yyAJi ILN:'{;" "`y% A> A7 fDVJ(\ a--„ yT? CaiCydl TRENCH WALL 4 REBA EXPOSED UTILITY CCL --,SANITARY SEWER CLEAN-OUT SEWER NTS SOURCE: OLC CROSS TEE 90” BEND SORMDRAIN. e - L_ ALL BENDS SIMILAR) CROSS WITH PLUG TE'- WITH PLUG ELECTRICAL EE'_ TELCO CAN 1 -__ NOTES FUTURE SHE IAS ST PN 18" MIN. FIBER OPTIC GAS $ihTIDR) PIFFLE HORIZONTAL THRUST BLOCKING BLOCKING HEIGHT GREATER THAN PIPE OD ) B.00KING WIDTH BETWEEN 1 AN 2 TIMES HEIGHT) UNDISTURBED 1. 1 N TYPE OF FITTINGS I 1 00 NOT COVER BELLS OR FLANGES WITH CONCRETE PLUG 90' 45' 221/2• 111/ 4• JOINT WITH MASTIC WATERPROOPI NC EARTH OR IoR SEE CHAR BELOW 2, WRAP ALL FITTINCS WITH MSQUEEN HAND, IF 15 ANTICIPATED. BE CLASS IV -A COMPACTED TO 95% STANDARD TEN BEDDING SHALL 6E CLASS I -B PROCTOR UNDISTUR3ED REQUIRED REINFORCING BARS & CUBIC YARDS OF P.C. CONCRETE COMPACTED BACK ALL TEES ACCORDING TO SIZE OF BRANCH. c" Ip EARTH OR FlLL COMPACTED TO 65%STANDARD PROCTOR. A BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE. COMPAC' ED a FINAL 5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED. FILL J. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE BARS AROUND PIPE "N' G 1 BC -7V v L , CNS BACKFILL 6. REACTION BACKING TABLE IS BASED ON _ _ PSI. AND SOIL BEARING PRESSURE GROOVE IN CONCRETE BASE 1 OF - __ Ib./9q ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS. AS DIRECTED REINF FINAL CONC. REINF CONC. REINF BY ENGINEERS 1 EJ Hn: S "iORKm BY 6' FINAL BACKFlLL NOi UNDER PAYED AREAS CAN BACKFILL 6" MIN. 7 ALL CONCRETE SHALL BE 2500 P S. I E INVERTSMATCH 5y -N 4'- D" PRE FERN, INITIAL BACKFlLL 6 18" AND LARGER REQUIRES SPECIFIC ANTI -THRUST DESIGN. SHALL BE CLAS$ 9 KL $HALL SE INSTALLED IN I -A OR CLA55 I -S OR CLAS' II COMPACTED TO 12" MA%. C. Y: LNE PA' JNCHING PROMDE AS LARGE A CURVE HORIZONTAL THRUST BLOCKING BLOCKING HEIGHT GREATER THAN PIPE OD ) B.00KING WIDTH BETWEEN 1 AN 2 TIMES HEIGHT) REQUIRED SQ. FT, OF UNDISTURBED EARTH WALL FOR REACTION BACKING TYPE OF FITTINGSPIPE SIP TEE & BEND$ PLUG 90' 45' 221/2• 111/ 4• JOINT WITH MASTIC WATERPROOPI NC O V) w W SEE CHAR BELOW WELD TO PLATc BURIEDNOTE: RESUME IS TO BE CUT 3/16" x10". 10• OFF 6" BELOW SUBGRADE STEEL PLATE AFTER UTILITY CONNECTION IS COMPLETED AND PRIOR TO PAVING USE AT CAPPED END OF ALL UTILITY SERVICE CONNECTIONS TO/FROM SAM'S CLUB, WAL+ MART STORES & SUPERCENTERS. YA Z 4" BEDD EIG 4" BEDDING f IN; ( MIN.) REINFORCED CONCRETE PIPE (RCP) ALL OTHER PIPES AND SPIRAL RIB PIPE INCLUDING SPIRAL RIB SMALLER THAN 60"0 PIPE 60" O AND LARGER N r.. N.T. S. EENFRA HDP= ALL 1 REDOING SHALL BE CLASS I -A WORKED BY 6 FINAL BACKFlLL NOT UNDER PAVEDAREAS CAN HORIZONTAL THRUST BLOCKINGni. Ts. UPWARD THRUST BLOCKING P.O. C. SOURCE: OLC LOCATION N.T. S. JOINT WITH MASTIC WATERPROOPI NC O V) w W SEE CHAR BELOW 11 11 FI NON 5" OF POINT WITH MASTIC WATI J HAND, IF 15 ANTICIPATED. BE CLASS IV -A COMPACTED TO 95% STANDARD TEN BEDDING SHALL 6E CLASS I -B PROCTOR F CONCRETE VOLUME ADI REQUIRED REINFORCING BARS & CUBIC YARDS OF P.C. CONCRETE NTS O[u[Ce _ c rc c" Ip e._ O PRECAST CONCRETE SECTIONS COMPACTED TO 65%STANDARD PROCTOR. iECONTINUOUS REINFORCING / a g0' BEM] 45' BEND 221 BEND 111 . BEND 4 J. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE BARS AROUND PIPE "N' G 1 BC -7V v L , CNS c M CONCRETE BASE GROOVE IN CONCRETE BASE 3,50G P.5.1. NON -REINFORCED P.C. CONCRETE ( TYF) vnm AsrM D z3z1-urasT mmory PIPE REINF F GROOVE TO CONC. REINF CONC. REINF BOTTOM OF GROOVE TO 1 EJ Hn: S "iORKm BY 6' FINAL BACKFlLL NOi UNDER PAYED AREAS CAN 2 HAUNCHmG SHALL BE WORKED AROUND THE PEE BY HAND rc EUMNAIE V01D5 PMD MATERIAL$ 6" MIN. E INVERTSMATCH 5y -N 4'- D" PIPE INVERTS PATm, BE CLASS IN -A COMPACTED TO 95ft sranDARO PROCTER SHALL BE CLAS$ 9 KL $HALL SE INSTALLED IN I -A OR CLA55 I -S OR CLAS' II COMPACTED TO 12" MA%. C. Y: QY C AS LARGE A PROMDE AS LARGE A CURVE a' MAXIMUM. B" LOOSE LIPS INACCORDANCE85%PROCTOR. µITN ASM 0 690 CLA55 III dND IY- q O LGR POSSIBLE) AS C, Y. POSSIBJ a _ e Ir =., MATERIALS SMALL BE COMPACTED NEAR On qE A g A SIZE IN!IIAL 9ACKFlLL $HALL fiE CLAS$ I- A OPTIMUMMOISTURE CONTENT. AA CONCRETE FILLET FOR WORKED BY HAND, OR CLASS I -B OR CLASS II F ALL MAMA IS ARE 0.A IiTIED IN CCMPACTED TO 85% STANDARD PROCTOR 9 FILL SLLVAGEO MOM EXCAVATOR SHALL BE GASKET PER MANUFACTURER'S SPECS E B /PIPE PROTECTION W FREE OF DEBRIS, ORGANICS AND ROCKS y. TOTAL SACKFUL NOT UNDER PI AREAS LARGER THAN 3". CAN BE CLASS III COMPACTED TO 9M. STANDARD PROCTOR 10 ALL TRENCH EXCAVATIONS SHALL BE SLOPED, S40REA SHEETED, TRACED. OR DTHER' MSE 9 FINAL BACKFILL SHALL BE CLASS I. II, OR SUPPORTED IN CONPLIANCE MM OSHA PIPE AS SPECIFIED III COMPACTED AS NOTED IN H07S 3 AND 4 REGULATIONS AND LOCK ORDINANCES (SEE PIPE A$ SPECIFIED OV UTILITY PLAN SPECIFICATIONS) 5 BARS ON UTILITY PLAN STORM SEWER NOTE TOP OF MANHOLE TO BE LEVEL TRENCH AND BEDDING UPWARD THRUST BLOCKING WITH FINISH GRADE LNLESS OTHERW15E Q SEC. B- H NO:ED OR DIRECTED BY THE ENGINEER SEC. B - B p arc '- VEL T SH Ck 1 n--EWSE6 TYP v r'. r GRADE ONE di G 13D 3 E N WEER GRADE EARTHY ORBEC s00NCRETE F- GROUT FRAME TO MANHOLE UNDISTURBED COMPACTED EARTH OR— 1J CAST IRON MANHOLE RING &COVER. v%j' OUTAME TD MANHOLE LEI COMPACTED ` ILL L L- FINAL 22 M SEE SPECIFICATIONS a MANHOLE RING & COVER,FILLCATIONS. E KI' BACKFILL 22' N' Ip WOGRADERINGSASREQUIREDr IoE SPRIN S AS REQUIRED Lw U LINE V 7F, v„ a INITIAL PRECAST CONCRETE CONE SECTION Z W N`BACKF'LL DOWNWARD THRUST BLOCKIVG NCRETE CONE SECTION N p" tD H' LNG G T4" SEE HORIZONTAL BLOCKING DETAIL) J 7MIn VADI4' DING >4" BEDDING BEG ALL BENDS SIMILAR) M 1— ( MIN.) GASKET BETWEEN ALL SECTIONS R. N N r o o m eme+ Iz ro ILL1 p WATER LINE SANITARY SEWER UPWARD THRUST BLOCKING EC JOINT WITH MASTIC WATERPROOPI NCJ m 11 11 FI NON 5" OF POINT WITH MASTIC WATI J O J I) Z REQUIRED REINFORCING BARS & CUBIC YARDS OF P.C. CONCRETE NTS O[u[Ce _ c rc c" Ip e._ O PRECAST CONCRETE SECTIONSag0' BEM] 45' BEND 221 BEND 111 . BEND 4 c M 3,50G P.5.1. NON -REINFORCED P.C. CONCRETE ( TYF) PIPE CONC. REINF CONC. REINF CONC. REINF CONC. REINF 1 EJ Hn: S "iORKm BY 6' FINAL BACKFlLL NOi UNDER PAYED AREAS CAN Q 5y -N 4'- D" PATm, BE CLASS IN -A COMPACTED TO 95ft sranDARO PROCTER SIZE C. Y: QY CION ET FOR a' O C,Y. a _ e Ir =., On qE QTY. 512E QTY. SIZE QTY. SIZE B B PPE PROTECTCONCRETE DBBER CONCRETE FILLET FOR F ALL MAMA IS ARE 0.A IiTIED IN GASKET PER MANUFACTURER'S SPECS E B /PIPE PROTECTION W 2 'A -'A E ,e -c --E PIPE - IN NON -SHRINKING GROUT _ RUBBER GASKET PER MANUFACTURER SPECS V O 1 LL 3E CLASS 9 ALL MATERIALS SHAT:_ BE INSTKLED IN NOTES r A OR C 55 C PA"TED 10 MAXIMUM 8' LOOSE LIFTS IN ACCORDANCE -4 IPE SIZE (SEE UTILITY PLAN) Z asx PROCTO, mix ASM o 898 CLASS III AND m -A PIPE SIZE (SEE UTILITY PLAN] MATERIALS SHALL BE CCMPAcffiD NEAR 1. DO NOT COVER BELL$ OR FLANGES WITH CONCRETE O 3 SUR BACKFI ¢ -A OPTIMUM MOISTURE cONI R r. 2. WRAP ACL FITTINGS WITH VISQUEEN JOINT TO BE 1'-6" MAX +' wIxRKEO By s 1-a OR cuss n 3 BACK Al TEES ACCORDING TO S'ZE OF BRANCH, FROM MANHOLE - : A'.. JOINT TO BE V-6" MAX, COMPACTED w __ - -:CARD PROCTOR. 9 FILL SALVAGED FROM EXCAVATION SHALL BE 4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE FROM MANHOLE tlTown by: JC FREE OF DESKS. DROANICS AND ROCXS Z 4 INITIAL BACK=LL I T -NCER PAVED AREAS LARGER THAN 3" 5 ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED. CAST IN PLACE BASE & INVERT POURED Meckel by: OEM CAN BE CLASS I Cc APACTED To 90% 6 REACTION BACKING TABLE IS BASED ON ____ P.S.I, AND SOIL BEARING PRESSURE MONOLITHICALLY BASE MUST SUPPORT PIPE z CAST IN PLACE BASE &INVERT POURED approved try: DRL STAND AND Pec- -.,. 1C ALL TRENCH EXCAVATIONS SHALL BE SLOPED. _ __ IS /,Jt ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED SEC. A -A TO FIRST JOINT s MONOLITHICALLY BASE MUST SUPPORT PIPE project Co.: 2004-0131 SHO ED SHEETED. BRACED, OR OTHERWISE -Y ENGINEERS. SEC. A—A TO FIRST JOINT ngmm 12-DT. DWG S FINAL BACKTL_ _ .L LLE CLASS I, L. OR SNPPORTED IN COMPLIANCE WITH OSHA CONCRETE SHALL BE 250D P.$ I, 4+ III CONRAD -0 '; : ED IN NOTES 3 AND 4 REGULATIONS AND LOCAL ORDINANCES ( SEE SPECIFICATIONS) P.. 18' AND LARGER REQUIRES SPECIFIC ANTI -THRUST DESIGN SOURCE: DEC date: 06-13- 04 IEEE ULTILITY TRENCH AND BEDDING SOURCE: OLC VERTICAL SOURCE: OLC PRE -CAST SOURCE: OLC SANITARY SEWER MANHOLE (CAST IN PLACE) C6° 2 USED FOR BOTH PUBLIC AND PRIVATE UTILITY CONSTRUCTION) THRUST BLOCKING SANITARY SEWER MANHOLE nl. A 1 PLAN 3f D SECTION A -A NOTES 1. DESIGN OF END SECTION SHALL CONFORM TO STANDARD FOR REINFORCED CONCRETE PIPE. 1 END SECTION d01NT CONFORMATION SHALL MATCH THE PIPE JOINTS. 1 EMBANKMENT SLOPE SHALL BE WARPED TO MATCH SLOPE OF END SECTION. COORDINATE BASIS 4. CULVERT LENGTH IS AS SHOWN ON PLANS. END VI _W AND BOTTOM 1 1/2° SOLVENT WELDED CAP 1/2PJC / SERVICE LATERAL MAIN LI,\H SEWER SDR35 2-1/8 SEND(45' BEND) OR AS REQUIRED TO MAINTAIN UNE AND GRADE ADAPTOR LINE WYE WITH PUSH -ON JOINTS (ELASTOMERIC) FOREBAOEKFILLPD BEDDIryTG LFOR I_ MINIMUM GRADE 1/B -/H(+001 SANITARY SEWER SERVICE DETAIL SOURCE: OLC NOT TO SCALE TYPE 'C' INLET STRUCTURE DETAIL EL 961 30 6.25" X 24" - ORIFICE .' 6.25" X 24" ORIFICE INV=958.20 I6, 4.25" ORIFICE 220' ORIFICE INV -95500 INV=9556D WATER QUALITY Q=0.79 CFS (5,66 CFS/SURFACE ACRE) MAX STORAGE=9661 CUBIC FEET 3 EVEVT PREDEVELOPEB e 65,512 THE TOP OF THE DRAINAGE WEEP HOLE SHALL DIMENSIONS E 10 YEAR 9.88 10 YEAk DIA. A B C D I 2111 R1 R2 W 12' 4" 2'-0" 4'-OY6" 6,_03(," 10Yg" 9" 2" 15" 6" 2'-3" 3'-10" 6'-1" y:4" SAND FOUNDATION 1214" 11" 2Y4' 18" 9" 2'-3" S-10" 6'-1" 14'-o"3:1 1514.' 12" 2Y2" 21" 9" 2'-11" 3'-2" 6'-1" 1 161y" 13" 2-%" 24" 934o, 3'-7)Q' 2'-6" 6'-1y2" 1 1613/,0' 14" 3" 30" 1-0" 4'-8" i' -7Y4" 5'-13/4' 1 18Yi" 15" 3)z" 36" V-3" 5'-3" 2'-103/4" 8'-13'4" 245/46" 20" 4" 42" 1'-9" 5'-3" 2'-11" 8'-2" 6' 6" 3:1 2714" 22" 4Y2" 48" 2'-0" 6' -0° -F 2* -2" 8' 2" T 0" 3:1 28Ys" 22" 5" 54" 1 2'-3" 5'-5" 2'-11" 8'-4" T-6" 2 4:1 33Ye" 24" 5,z" 6C" 2'-6" 5'-0' 3'-3" 8'-3" 8'-C" 2:1 361Y0' 2L" 6" 6'-6"V-9" 8'-3" 8'-6" 21 36Y2"24" 6)¢'" 72" 6'-6" 9' AND BOTTOM 1 1/2° SOLVENT WELDED CAP 1/2PJC / SERVICE LATERAL MAIN LI,\H SEWER SDR35 2-1/8 SEND(45' BEND) OR AS REQUIRED TO MAINTAIN UNE AND GRADE ADAPTOR LINE WYE WITH PUSH -ON JOINTS (ELASTOMERIC) FOREBAOEKFILLPD BEDDIryTG LFOR I_ MINIMUM GRADE 1/B -/H(+001 SANITARY SEWER SERVICE DETAIL SOURCE: OLC NOT TO SCALE TYPE 'C' INLET STRUCTURE DETAIL EL 961 30 6.25" X 24" - ORIFICE .' 6.25" X 24" ORIFICE INV=958.20 I6, 4.25" ORIFICE 220' ORIFICE INV -95500 INV=9556D WATER QUALITY Q=0.79 CFS (5,66 CFS/SURFACE ACRE) MAX STORAGE=9661 CUBIC FEET 3 EVEVT PREDEVELOPEB e 65,512 THE TOP OF THE DRAINAGE WEEP HOLE SHALL DEVELOPED E 10 YEAR 9.88 10 YEAk0 100 YEAR 17.55 53,401 2 SOUiV%PVEST.,,`OND, OUTLET DETAIL NO SCALE SOURCE: OLSSON ASSOCIATES o' NEIft TOP OF WEIR EL 957 65 CE: OLSSON ASSOCIATES 2.5' EVENT WSE=956.6 VDLUME ;-D D=28,450 CUBIC FEET DEVELOPE EVENT PRE EVELD'ED D PEAK W.S. EL. STDRAEE 10 YEAR 7,07 7.07 957.63 185- C 100 YEAR 12.55 1221 95804 26.648 NORTHWEST POND OUTLET DETAIL NO SCALE SOURCE: OLSSON ASSOCIATES 1- TYPE 'C INLET HIS SHEET WATER QUALITY 9=1.07 CFS (5,66 CFS/SURFACE ACRE) MAX STER4GE=16,764 CUBIC FEET a EVENT CEDE VELDPED THE TOP OF THE DRAINAGE WEEP HOLE SHALL DEVELOPED DETECTABLE WARNING AND WELL D PEAK W.S. EL I STORAGE 10 YEAk 2.06 HSI, 95].5]1 53,401 100 YEAR I 2111 1 20.68 1 956.81 1 78,492 SOUTH€,AST POND ,OU•,LET-DETAIL NO SCALE SOURCE: OLSSON ASSOCIATES a mu eA tlnrca U ¢ COURSE COMPACTED TOSECl10NA—A EACH WAY MAX SPACING, OR CO SECTION B—B6x6 - WE 4 % W1 A WWF 90% STD. PROCTOR (TYP) CONCRETE SIDEWALK 3U SOURCE: DEC N TS. CONCRETE CURB 10% MAX. FLARED SIDE, I ' i • - 7 ` x..&33% MA ` A CONCRETE CURB J PLAN ADA RAMP IN SIDEWALK NTS' TOP OF RAI SEE NOTE 1 SECTION A -A SOURCE: OLSSON ASSOCIATES & OLD 54v 7i 2 1 4/4 M fkT- SOTS 4/4 BAT SECTION D- LJ °m"JEATE 1 14 q< 60.JnNMG) ' E65i5L9a STANDARD INLET GRATE CLOSE MESH GRA TYPE 'C' INLET STRUCTURE DETAIL NO S.QT SOURCE: OLSSON ASSOCIATES PAVED AREA SIDE 5' MIN. DING ARE ROUNDED PART OF WING OR THE TOP OF THE DRAINAGE WEEP HOLE SHALL PART OF WING OR NOTES: DETECTABLE WARNING AND WELL BE LOCATED AT THE LOWEST POINT OF THE CURB WID_F OF RAMP CURB 6" A 6" 6" 1. THE SURFACE OF RAMP SHALL GAVE A TRANSVERSE BROOMED SURFACE TEXTURE DOMES FLOW LINE OF THE CURB AND NOT BE MORETYP. THAN A MAXIMUM OF 8 INCHES FROM ANY ROUGHER THAN THE SURROUNDING SIDEWALK DETECTABLE WARNING POINT ON THE FLOW LINE OF THE CURB. ALL PAVERS 6 NOTE 1 INCHES IN LENGTH AND COVER z, E COMPLETE y y:4" SAND FOUNDATION WIDTH OF THE RAMP AREA ONLY. 2 RAMP SIDE SLOPE VARIES UNIFORMLY FROM 4 DIA. DRAINAGE WEEP HOLE 7. CS to Commercial Driveway 12:1. THE DETECTABLE WARNING AND WELL A MAXIMUM OF TO 9. AT CURB TO K z Z the City of Monticello A 20:1. WIT LOCONFORMHLONGITUDINAL SIDEWALK O C 4 24" 507, TO 65% OF THE BASE 24" 36'• SLOPE ADJACENT TO TOP OF T9E RAMP. DIAMETER 0. 77 E2 d ZQ N Z 3 CONSTRUCT PER A.D A. STANDARDS. 2 y 0 6" MIN. TO CURB 4 THE DETECTABLE WARNINGS SHALL BE Z CURB FLOW LINE LINE INSTALLED AT SIDEWALK/STREET TRANSIPONS H Q (SEE NOTE 3) THEY SHALL BE MADE IN PAVER FORM WITH A V,, q DETECTABLE TRUNCATED DOME SURFACE. THE DOMES SHALLWARNING. WELLN BE PLACED IN A SQUARE GRID. PAVED AREA SIDE 5' MIN. DING ARE ROUNDED 2% MAX.-' 4.4"-- 6"- 88TO RAMP SHALL BE CURB FLOW WIDTH EQUAL INEL VE ATION VIEW LINE PLAN VIEW 4" AGGREGATE BASE COURSE COMPACTED BOTH DIRECTIONS. TO 90% STD. PROCTOR (TYP.) DOME AND DETECTABLE WARNING DETAILS GIU1E a. IKET W1L 'I GRATE INSTALLATION DETAIL. SLOT DETAIL Y" i. SlflflEpfnlE316 ALTERNATE SLOT AND HOLD DOWN PLATE DETAIL ll^ PLAN VIEW OF S. THE TOP OF THE DRAINAGE WEEP HOLE SHALL CQ i PND iiEq B DETECTABLE WARNING AND WELL BE LOCATED AT THE LOWEST POINT OF THE PAVERS NOTDRAWN TO SCALE) DETECTABLE WARNING WELL. Ex:JOINTS 6 ALL DETECTABLE WARNING AREAS SHALL 6" START A MINIMUM OF 6 INCHES FROM THE DOMES FLOW LINE OF THE CURB AND NOT BE MORETYP. THAN A MAXIMUM OF 8 INCHES FROM ANY P A31 DETECTABLE WARNING POINT ON THE FLOW LINE OF THE CURB. ALL PAVERS DETECTABLE WARNING AREAS SHALL BE 24 p INCHES IN LENGTH AND COVER z, E COMPLETE y y:4" SAND FOUNDATION WIDTH OF THE RAMP AREA ONLY. 4 DIA. DRAINAGE WEEP HOLE 7. RAMP SLOPES SHALL NOT BE STEEPER THAN Commercial Driveway 12:1. THE DETECTABLE WARNING AND WELL Standard Plate Library for SECTION A -AREA SLOPES SHALL NOT BE STEEPER THAN the City of Monticello A 20:1. THE TOP DIAMETER OF THE TRUNCATED DOMES SHALL BE CURBFLOWLINE 507, TO 65% OF THE BASE 24" T DIAMETER 0. 77 1.6"-2.4'* 2% MAX.-' 4.4"-- 6"- 8 8TO RAMP SHALL BE CURB FLOW WIDTH EQUAL INEL VE ATION VIEW LINE PLAN VIEW 4" AGGREGATE BASE COURSE COMPACTED BOTH DIRECTIONS. TO 90% STD. PROCTOR (TYP.) DOME AND DETECTABLE WARNING DETAILS GIU1E a. IKET W1L 'I GRATE INSTALLATION DETAIL. SLOT DETAIL Y" i. SlflflEpfnlE316 ALTERNATE SLOT AND HOLD DOWN PLATE DETAIL ll^ CQ i PND iiEq B s JOINT, --NN51WJOINtS Ex:JOINTS rA B B CONCRETETO BE PCORE9 INTEGRALLY( • SIWL101.T6VITNNRBJOINTS C P A31 T 861.LON[REi NRB LHO COTTER X. AId81E YPER bi=_ FI i 1 [OiN 14RI 5 NLN. 8" y SECTION B -B SECTION A -A Be. Commercial Driveway CI Standard Plate Library for Entrance the City of Monticello onx 03,04 Rmrotn 5007RwNffi 0 1 1a;Nis 613I OU RRE Q dj o il 11 ypyp 091y6 O' Am 8b 7 net E c9 Nb Lo=By $ = I yuo e L Y'aysi a u, o DO w OZOw w w IN w N ED O J V) Mile H ELI ao a_CV) z 3 checked by: JBM approved by: ORL page, ho.: 2004-0131 deg home. 12-DTDWG C6.3 O SIGN (REFERENCE SITE PIAN FOR LOCATION) UNLESS SHOWN OTHERWISE ON SITE PLAN) 8" WHITE I I. Slif PIN ACCESS ISLE T = PAVEMENT EDGE OF STRIPE STI) ACCESS SID. ACCESSIBLE) THICKNESS 0' (VAN ACCESSIBLE) SWECL" CAL) AS SPECIFIED CO STANDARD (TroBY LOCAL C£SrIDA 5.77' OR 9.24' / 60' AWESSIa 9.24' 9.24' / SPACE MIN. NY ( I8c 1Icl IN, nP) O Y.=Ess wnr— 1O RAFFIC W ITE 4" YESTRIPING2'-T 0.0TPAFFlC YELLOW T = PAVEMENT ACCESSBa SIGN 30' MIN. (TYPJ STRIPING DORCOLORA5 ) THICKNESS SEE 5R PLAN SPECIFIED BY LOCAL WOES EDGE OF STRIPE \ 1' TRAFFICBLUE PERIMETER NOTE: BEE 511E PLAN FOR TYPE STRIPING OOR COLOR AS SPECIFIED BY LOCAL COX. NOMS, 1. SS 97 PLAN FOR TOTAL LAYDIT P. THESE DETAILS ARE FOR REFERENCE AND DIMENSION! CO.STROL ONLY J. B' ACCESS AISLE SHALL BE PLACED ON THE PASSENGER SDE OF A VAN ACCESSIBLE SPACE 4. ALL DMENSIDNS ARE TO III OF STRIPE UNLESS OTHERWSE INDICATED SOURCE: OLC PARKING LOT STRIPING DETAIL n?s. OF FACE OF CURB 2" STOP EAR B 111 0 a 0 xi GE GE np5ylo SEE PLAN NOTE: 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 313 OF THE MANUAL ON UNIFORM -RAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS 2. THESE WORDS AND BAR ARE TO BE PAINTED REFLECTIVE WHITE. STOP BAR SOURCE: OLC T s. OTE: WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE MANUAL ON UNLRM TRAFFIC CONTROL TDHF VIQFS FOR SqIRRNEET5 AND HIGHWAYS 2 PAINTED OR(9FLECTMEA WHILE ASRPER SPECS. TRAFFIC FLOW ARROW N.T.S. TYPICAL CURB AND GUTTER DOWEL DIAMETER = T/S SOURCE: OLC T - PAVEMENTTHICKNESS NOTE: 1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. 2. DRILLING BY HAND 15 NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE 15 NOT ACCEPTABLE. BUTT JOINT DOWEL DIAMETER = T/B (IN)— - SOURCE: OLC LEFT TURN RIGHT TURN SOURCE: OLC NOTE: GUTTER SLOPE TO MATCH ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL. 4 TYPE "A" CONCRETE CURB AND GUTTER N TS SOURCE: OLC DOWEL SLEEVE (CLOSED END) — TO FIT DOWEL AND BE SECURED DOWEL DIAMETER = T/B (IN)+I POURED JOINT SEALING COMPOUND T/6 / TOP 1/8" NO SEALING COMPOUND CONCRETE CONTRACTOR TO PROVIDE PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. NOTE: 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DENCE. TRANSVERSE EXPANSION JOINT DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED MIN. TO BE NOTE: L DOWELS SHALL BE SUPPORTED BY AN APPROVED OEVCE. CONSTRUCTION JOINT CONCRETE JOINT DETAILS N.Ts, r 6' NOTE: 1. WORDS AND ARROWS -FOR D3,VEWAYS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS. 2. THESE WORDS AND ARROWS ARE TO BE PAINTED REFLECTIVE WHITE. 4" (TYP.) CONTRACTION JOINT 6"(TYP.) 4"(TYI MIN. NOTE: ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT PER DIMENSIONS ABOVE. YIELD" SOURCE: OLC SOURCE: OLC PAVEMENT MARKING "ENTER" PAVEMENT MARKER W/ARROW N.T.S. NTS SUBBASE, uLun:Ta asa m u 0 o NOTE: GUTTER SLD?E TO MATCH Yo AOJACENT PAVEMEN , m! a TRAVERSE AND LONGITUDINAL. 11 2' MIN. RADIUS 6 1-MAX. RADIUS MEN P.C. CbNCRETE PAVING SEE PAVING DE -AILS FOR PAVEMENT SECTONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. TYPE "B" INTEGRAL CURB AND GUTTER N.T.S. N ul o TYPICAL) Ll ZoV1 1! 2.SR M ! O R } SS' a l ACCESSIBLE PARKING SYMBOL LOCATE AT EDGE OF PARKING SPACE ACCOMPANIED BY "VAN" LETTERING a E SOURCE: OLC -B€ SECTION 2350 6" MI SPECIFICATION d LT- P C.CONC.. , RV TURN AROUND LANE LL TRAFFIC FLOW ARROWS 0 BE SOLID YELLOW REFLECTIVE RAPED PAINT PER NMENSIONS ASOVE. B" MOD07 SPECIFICATION 3138 CLASS 5 0C. CONC.. STABIUZED SUBGRADE / STABILIZED SUBGRADE / PER SPECIFICATION SECTION 23W PER SPECIFICATION SECTION 2300 B" Ai -= STRIPE CBR=22) (CBR=22) v K STANDARD DUTY HEAVY DUTY NOTE. 4" WHITE STRIPE. z 1. MAF* vCS FOR STREET SHALL BE ACCORDING TO REQUIREMENTS 0 24" CENTERS ASPHALT PAVING W N ASUTUNED IN SECTION 38 OF THE MANUAL ON UNIFORM TRAFFIC h ONTRCL DEVICES FOR STREETS AND HIGHWAYS 6" PCC SURFACE COURSE IL MNDOT SPECIFICATION 2301 2. THESE MARKINGS ARE. TO BE PAINTED REFLECTIVE WHITE. L LAI 6° MNDOT SPECIFICATIONIP- LAI K K 1 3138 CLASS 5 t CROSSWALK/PED. CROSSING UNLESS SHOWN OTHERWISE ON SITE PLAN)_ N.T.S. RC. NON-REINF. CONC. SIGN REFERENCE SITE PLAIN FOR LOCATIONJ ACCESS ISLE T = PAVEMENT EDGE OF STRIPE STI) ACCESSSID. ACCESSIBLE) THICKNESS 0' (VAN ACCESSIBLE) SWECL" CAL) AS SPECIFIED CO STANDARD (TroBY LOCAL C£SrIDA 5.77' OR 9.24' / 60' AWESSIa 9.24' 9.24' / SPACE MIN. NY ( I8c 1Icl IN, nP) O Y.=Ess wnr— 1O RAFFIC W ITE 4" YESTRIPING2'-T 0.0TPAFFlC YELLOW T = PAVEMENT ACCESSBa SIGN 30' MIN. (TYPJ STRIPING DORCOLORA5 ) THICKNESS SEE 5R PLAN SPECIFIED BY LOCAL WOES EDGE OF STRIPE \ 1' TRAFFICBLUE PERIMETER NOTE: BEE 511E PLAN FOR TYPE STRIPING O OR COLOR AS SPECIFIED BY LOCAL COX. NOMS, 1. SS 97 PLAN FOR TOTAL LAYDIT P. THESE DETAILS ARE FOR REFERENCE AND DIMENSION! CO.STROL ONLY J. B' ACCESS AISLE SHALL BE PLACED ON THE PASSENGER SDE OF A VAN ACCESSIBLE SPACE 4. ALL DMENSIDNS ARE TO III OF STRIPE UNLESS OTHERWSE INDICATED SOURCE: OLC PARKING LOT STRIPING DETAIL n?s. OF FACE OF CURB 2" STOP EAR B 111 0 a 0 xi GE GE np5ylo SEE PLAN NOTE: 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 313 OF THE MANUAL ON UNIFORM -RAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS 2. THESE WORDS AND BAR ARE TO BE PAINTED REFLECTIVE WHITE. STOP BAR SOURCE: OLC T s. OTE: WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE MANUAL ON UNLRM TRAFFIC CONTROL TDHF VIQFS FOR SqIRRNEET5 AND HIGHWAYS 2 PAINTED OR(9FLECTMEA WHILE ASRPER SPECS. TRAFFIC FLOW ARROW N.T.S. TYPICAL CURB AND GUTTER DOWEL DIAMETER = T/S SOURCE: OLC T - PAVEMENTTHICKNESS NOTE: 1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. 2. DRILLING BY HAND 15 NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE 15 NOT ACCEPTABLE. BUTT JOINT DOWEL DIAMETER = T/B (IN)— - SOURCE: OLC LEFT TURN RIGHT TURN SOURCE: OLC NOTE: GUTTER SLOPE TO MATCH ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL. 4 TYPE "A" CONCRETE CURB AND GUTTER N TS SOURCE: OLC DOWEL SLEEVE (CLOSED END) — TO FIT DOWEL AND BE SECURED DOWEL DIAMETER = T/B (IN)+I POURED JOINT SEALING COMPOUND T/6 / TOP 1/8" NO SEALING COMPOUND CONCRETE CONTRACTOR TO PROVIDE PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. NOTE: 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DENCE. TRANSVERSE EXPANSION JOINT DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED MIN. TO BE NOTE: L DOWELS SHALL BE SUPPORTED BY AN APPROVED OEVCE. CONSTRUCTION JOINT CONCRETE JOINT DETAILS N.Ts, r 6' NOTE: 1. WORDS AND ARROWS -FOR D3,VEWAYS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS. 2. THESE WORDS AND ARROWS ARE TO BE PAINTED REFLECTIVE WHITE. 4" (TYP.) CONTRACTION JOINT 6"(TYP.) 4"(TYI MIN. NOTE: ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT PER DIMENSIONS ABOVE. YIELD" SOURCE: OLC SOURCE: OLC PAVEMENT MARKING "ENTER" PAVEMENT MARKER W/ARROW N.T.S. NTS SUBBASE, uLun:Ta asa m u 0 o NOTE: GUTTER SLD?E TO MATCH Yo AOJACENT PAVEMEN , m! a TRAVERSE AND LONGITUDINAL. 11 2' MIN. RADIUS 6 1-MAX. RADIUS MEN P.C. CbNCRETE PAVING SEE PAVING DE -AILS FOR PAVEMENT SECTONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. TYPE "B" INTEGRAL CURB AND GUTTER N.T.S. N ul o TYPICAL) Ll ZoV1 1! 2.SR M ! O R } SS' a l ACCESSIBLE PARKING SYMBOL LOCATE AT EDGE OF PARKING SPACE ACCOMPANIED BY "VAN" LETTERING a E SOURCE: OLC -B€ SECTION 2350 6" MI SPECIFICATION d LT- P C.CONC.. , RV TURN AROUND LANE LL TRAFFIC FLOW ARROWS 0 BE SOLID YELLOW REFLECTIVE RAPED PAINT PER NMENSIONS ASOVE. B" MOD07 SPECIFICATION 3138 CLASS 5 0C. CONC.. STABIUZED SUBGRADE / STABILIZED SUBGRADE / PER SPECIFICATION SECTION 23W PER SPECIFICATION SECTION 2300 CBR=22) (CBR=22) K STANDARD DUTY HEAVY DUTY ASPHALT PAVING ASPHALT PAVING z ASPHALT PAVING W N h M6" PCC SURFACE COURSE IL MNDOT SPECIFICATION 2301 J_ V) Milk L LAI 6° MNDOT SPECIFICATIONIP- LAI K K 3138 CLASS 5 t RC. NON-REINF. CONC. NOTES 1. LEVELING BINDER COURSE NOT REQUIRED ON JW ASPHALT PAVING. V 2. PERFORMANCE GRADED ASPHALT CEMENT TO BE PG Z64-28. O STABILIZE! SUBGRADE 3, ASPHALTIC CONCRETE SHALL BE COMPACTED TO AN AVERAGE DENSITY -0F 96 PERCENT OF REFERENCE dram by JCPERSPECIFICATIONSECTION2300LABORATORYDENSITYPERA4SHTOT245. (0 1556), LOUT CBR=22) NOT LESS THAN 94 PERCENT NOR GREATER THAN 100 chocked by: JW HEAVY DUTY PERCENT. oPPFP"ad by: DIED PFoJBct Do.: 2WL-0131 CONCRETE PAVING d, name: 12-DT.DWG dict.: 08-13-04 PC CONCRETE PAVING REFERENCE MDDOT SPECIFICATIONS AND PAVING DETAILS WAL-MART SITE SPECIFICATON FOR ADDITIONAL INFORMATION ON THE TYPE C6`b N.T.S. "MV" ASPHALT MIX. 4 SEDIMENT -LADEN RUNOFF DEPTH BELOW TOP OF INLET AS REQUIRED MIN 1' -MA% 2' GRAVEL FILTER*AI In FILTERED WATER I P 1 — RUNOFF WAIT CURB INLET COMPACTED g SOIL pg II,. 1 J SEDIMENT 9" MIN. N oW E Fvoi'A W a FLOW Q I 3 6 t#t#33TT 1• 09. wg$BMAX. SLOPE 3:1 Z •• q • W I{R LARGER PARTICLES CONCRETE GUTTER Q w_ WEEP HOLES STORM WATER WTH FOR DEwaTERINc SETTLE OUr' TEMPORARY DIVERSION DIKE l lLARGEPARTICLESSPFIFIAPPS 2 0' REMOVED FIBS METHOD OF INLET FIS NTS 2 APPLICABLE WHERE HEAVY FLOWS ARE SOURCE. DEC Nz 66 EXPECTED AND WHERE ANAN.I MAINTENANCECAPABILITYANDEASEOFMAINTENANCE SP IF APPLICATION O z ARE DESIRABLE. THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS 2' 3' MIN. b WHERE PENDING IN FRONT of THE STRUCTURE Is NOT LIKELY TO cqusEGRAVELCUREINLETSEDIMENTFILTER EARTHEN DINE INCONVENIENCE OR DAMAGE TO ADJACENT' STRUCTURES AND UNPROTECTED NTS AREAS 12' DRAIN INLET GRAVEL SHALL 3- 2'-3" CLEAN STONE SOURCE: OLC H g RIPRAP 2 20 NGTH A06 r ff IN FEET) EQUALCORIGINAL2,. 25 6 X DRAINAGE AREAADR GROUND. / ON ACRES) TEMPORARY DIVERSION SWALEELEVATION _ _ 3s 30 + FLOW To' 4.0 30 5_\ (IV FOR TRAP A) 4.5 4.0\S N TS. off.$` m m _ FLOW 5.0 45 DIVERSION DIKE 67 CLL YD./ACRE 2 1 2 1 I' I liJH SOURCE DLC o FILTER FABRIC 6J CU YD /ACRE 4' 10R SETTLEMENT Y EXCAVATED) MAX / 0\ L LFILERki RFAORIC f LGRAVEL• ORIGINAL B rgfQGROUND \GRAVEL" S \ 6" FREEBOARD E m` Y m2 ELEVATION Z.aa em FLOW \ SECTION A -A EXCAVATEDAREAFLOW A \ B.5'g n °' S GRAVEL SHALL BE 2"-3• CLEAN STOVE 2. IP 2 TYPICAL PARABOLIC DIVERSION EXCAVATED INLET SEDIMENT TRAP OUTLET (PERSPECTIVE) N T.S. TEMPORARY SEDIMENT TRAP 10%SETILEMENr SOURCE: OLC N.T.S. SOURCE DEC 6 FREEBOARD DESGN FLOW WOVEN ,NIRg FENCE MIN 14-1/2 GAUGE. I MAX 6 MESH SPACING)IsXI DEPTH T T N T T Max G—C 2 ACRES OR LESS OF DRAINAGE AREA Elm TYPICAL TRAPEZOIDAL DIVERSION 55qq'y EMIN FEENCEE POSTS 12' INTO r SEE PLAN FBI POST SPACING REWIRED 11-3 LAP IN DIRECTION OF TRAFFICoRIotINDMIIJ. j/\ I \ 3' 10% SETTLEMENTe. .®. FILTER FABRIC 6" FREEBOARD COMPACTED FILTER FABRIC BACKFILL OVER 1WRE FENCE DOWNSTREAM VIEW pEpIGN Flow 2'-3" CLEAN STONE - 17 -IF' 1Y -g' t2' -g' ZzO GR P N n0 / F`HIsr z. 2. _ TYPICAL VEE -SHAPED DIVERSION j i' Flow_ E16VATIlI 27-1 Ir DIVERSIONS 21-1 4 N.TS ELEVATION g -i/ • SOURCE OLC 12-1/Y 3/8•% Y POST BOLT, STEEL PLATE WASHER, T 2-10 ACRES OF DRAINAGE AREA OUT NTm WASHER 12-i/Y AND NUT. WOVEN WIRE FENCE IMIN 14 1/2 GAUGE, MAX. 6' MESH SPACING) WITH FILTER CLOTH COVER 3 3/e' 1/1• i -1/g• p • 2 f POSTS: STEEL EITHER T OR U TYPE OR 2"x2' HARD.; O'=J 2' FENCE WOVEN WIRE, 14-1/2 GA. 6" MAX MESH ALEN':E y FILTER FABRIC: FILTER FABRIC r n p pv O O SO4N%bL MIRAR 140N i p4 O O o O COMPACTED FINISH. GRADE BACKFILL 2 DUPONT TYPAR 3341 DOWNSTREAM VIEW) F 3/4'% 2 1/Y ADT BOLT TO BE ON SIDE AWAY FROM eJOp Q O° 0 0 00 FI OW 3. OR APPROVED EQUAL. 1. 2I/32•%1-1/8' APPROACHING TRAFFIC WHERE FEASIBLE po o 6C D o006m F SLOTTED HOFS MOUNTING 191M . -Em D C°.n0 0Ojy 0 M M EXTEND Wj2E FENCE A —. N _ UNDISTURBED MIN OF 2 INTO TRENCH _E GROUND 2"-3' CLEAN STONE - OY s= b WOO O O°) xx EMBEDDED FILTER FABRIC VRENC MIN 8 INTO GROUND 2.1 2:1 3• FLOW_ 3-i 4' e" MINIMUM o WObD O m oC o o Om Oo p CROSS-SECTION 1 I I H 5/18• K 9NWLDER o o4"-8" CLEAN STONE lJ-om 1 WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES 0• I I 0. O 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN HARE FENCE WITH TIES SPACED EVERY n + + d 3a GEOtEXTILE uNDERLINER 24' AT TOP AND MID SECTION,12FILTER GAUGE U.fi13/18 12 GAUGEU.S. 3. WHEN TWO SECTONS OF CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED 4 MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN COLLECTED MATERIAL BU GE5' 7/8' BUTTON HEAD 3/8• DIA 13/18.OIA.% 1/1g• DEEP Q. Wi - SHALL BE REMOVED MEN DEVELOP IN THE SILT FENCE ROCK CHECK DAM RECESS ONE SIDE a CONS RUCTION ENTRANCE Z SIU MI an 1110INTS NOM POST BOLT SAME EXCEPT LENGIH, n N T.S. W U SOURCE: OLC W N SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT L 13/1g'R J N ELM N.T.S SOJRCE GLC SOURCE OLC o 1 J(O` 11/ig•% 1• SLOTTED HOLE et onr 1-17/32' J V) a GRAVEL SHALL BE 2'-3" CLEAN STONE 2" 2' S-A!- r}yX i RUNOFF WATER. 18" MIN. RAVEL*(IT MIN DEPTH) Q O 5' MIN j`\J[`yyTFA('/1//1 n WITH SEDIMENT SEDIMENT V) Z WOOD FRAME FRAME 7/8• 0L -TAT 7- MIN. 1 AT J t8" FABRIC WT a fimm 1-3/491 YX i/e WASHER W MAX. \ 34 4 TOLERANCE L) f 3' MIN. _ 1 DROP INLET — FOR POST BOT 1-7/18• ALL WARD RAL ELEMENTS, FASTENER$ A18) 2-1/4- ARE MESH FILTERED WATER— by JC WITH GRATE FABRIC EXTENDS 1' MIN (J1 SHTERMINALSECTORS ALL MEET THE REQUIREMENTS OF AASHTO M 180. 3-3/18• SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY checked by: JBM approved by: DRL CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE project no.: 2004-0131 deg name: 12-DLDWG CIJI(JE RPI_ OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED ACRES GRAVEL AND 'iVIRE MESH INLET SEDIMENT FILTER. dale: 09-24-04 31" SILT F€M1!CE INLET PROTECTION N TS SCUP-EO__ N.TS NTS SOURCE OLC C6.5 11 ) I) 114 /I`/I I I I II/Tf II 11 ) I) 111/f/l o ECTIDN A" #4's 0 6" E. W. I B 1 #6's M 6" E.W. 1 jN/L1111111111 11 1 I/j 11 I 11 111111 1 W RE GR< I 22 PLAT CONRAD GRATED INLET ST AW BALE 2"x2"x4WOODEN STAKE 2 PER BALE) E- VATIQN STRAW BALE INLET SEDIMENT FILTER N. -.S. --__ CONCRETE BLCCKS r GENERAL NOTES' 1. BALES SHALL BE EITHER WIRE -BOUND OR STRING -TIED WITH THE BINDINGS SALE ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER THE BALES INLET 2 BALES SHALL BE PLACED LENGTHWSE IN A SINGLE ROW SURROUNDING THE INLET, WITH ENDS OF ADJACENT BALES PRESSED TOGETHER - 3 THE BALE SHALL BE ENTRENCHED AND BACKMLLED, A TRENCH SHALL BE EXCAVATED AROUND THE INLET THE WIDTH OF A BALE TO A .MINIMUM DEPTH OF 4 INCHES. AFTER THE BALES ARE STAKED, THE EXCAVATEC SOIL SHALL BE BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER. 4. EACH BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT LEAST TWO STAKES OR PESARO DRIVEN THROUGH ITE SA -E. 6, LOOSE STRAW SHALL BE WEDGED BETWEEN BALES TO PREVENT WATER FROM ENTERING BETWEEN BALES. SOURCE. 0- MR' SCREEN CONCRETE BLOCKS C FILTERED RUNOFF * eB°e WATER NLET SEDIMENT SECTION 1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTNG 2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4 -INCH, 8 -INCH, OR 12" BLOCKS, MIN. HEIGHT 0° BARRIER 12" AND MAX HEIGPT 07 24" 3 PLACE HARDWARE CLOTH/WIRE MESH W/ MAX 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS 4. THE SEDIMENT FILTER SHALL BE ANY NON-EROO: BLE MATERIAL SUCH AS LOOSE PLAN RbICREBROKEN CONCRETE THAT WILL SLOW -HE ROW OF THE WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET. BLOCK AND AGGREGATE INLET SEDIMENT FILTER SOURCE. OLD GENERAL NOTES: 1 ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER 2. AL_ 4"4 & 45 REINFORCING BARS TO HAVE 1-1/e" COVER, LARGER SIZES i0 HAVE 2" COVER. 3 'EE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS, AND FLOW LINES 4, PIPES SHALL CONNECT TO THE ENDS OR SIDES MADETHE CORNERS NOF TBOX SHALL. NOT BE 5, ALL REINFORCNG BARS TO BE GRADE 6C. TS - SAME SIZE AND HORIZONTAL BARS 10' go SECTION "A"—"A" ELEVATION_ JUNCTION BOX N.T S. SOURCE: OLD EENAH R -19E AVY DUTY) SOURCE: OLC NEENAH R-4893 GRATE W/ 4899 ANGLE FRAME (HEAVY DUTY) tLI,VA I I PIN GRATE INLET N.TS --- 11 90' C CTR GENERAL NOTES' I ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER 2. ALL #4 & #5 REINFORCING BARS TO HAVE 1-1/2" COVER. LARGER SIZES TO HAVE 2- COVER 3. SEE GRACING AND DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS, AND FLOW LINES 4, FEES SHALL CONNECT TO THE ENDS OR SIDES OF THE INLET CONNECTION SHALL NOT BE MADE AT CORNERS OF INLET. 5 ALL REINFORCING BARS TO BE GRADE 60. y Q 13 06, g P OR w III 0, IL 5 q09 S bEp g r 6 Lsaa jse_o z rE s ea'mo ead a a o GENERAL NOTES: 1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER 1•_9^ 2. ALL #¢ & RS REINFORCING BARS TO HAVE yI \ 1-1 /Z COVER, LARGER SIZES TO HAVE 2 COVER M g4 ROLE BAR - i 3 r8 3. SEE GRADING AND DRAINAGE PLAN FOR w VARIESPIPESIZES, LOCATIONS, AND FLOW LINES. 4. PIPES SHALL CONNECT TO THE ENDS OR SIDES- 10" OF THE INLET. CONNECTION SHALL NOT BE MADE AT CORNERS OF INLET 1' -it" C' BAR O CE 017 COLUMN\ # 4 0 3 5. ALL REINFORCING BARS TO BE GRADE 60 "G BAR "J" BAR 4 BAR 0" GUTTER DEPRESSION NORMAL GUT NEENAH R-1737 "q" /^ W LIGHT DUTY) 90' VARIES NEENAH R-1960 4"pIA .. . .'° ( HEAVY DUTY) COLUMN ., .:.I(j, #4 REINF. BAR 10" W BAR 0 12 - 11" 4 BAR- 13' 6' OR K BAR #4 REINF. BAR B" 6" 20' G 8 & 2 6' COVER " L" BAR SECTION eA.R ®1 3'-0" 4" -IN S I" 10' GUTTER DOWTISTREAM I'_0 UPS P_4M DEPRESSION m 0' PB NORMAL GUTTER REINFORCEMENT SCHEDULE, BASE D PRESSION - 10 Z_ SECTION EXPANSION JOINT " B' #8s ®6" A FORD 6 °g'• A EXPANSION JOINT FOR 8"J" BAR 016" PLAN TABLE OF 'W' DIMENSIONS 4' .,TITER PIPE D —RE-SIGN Z ®`I ® SIZE SKEW OF CROSS DRAIN SINGLE STRAIGHT 30' 45' s Np .,p < _ 24" 4'-D" 4'-0° 4'-10" 30" 4'-0" 4'-7° 5•_8•• p 36" 4'-0" 5-3° 6'-5" It V ® -1p - ua 42" 5'-3" 5'-11" J'-3" O TOP CURB p TOP CURB 48' 5'-'.0' fi'-]" 8'-0" O a a g04zv NORMAL GUTTER NORMAL GUTTER 60 7-0" ]'-t D" 9 -8' o JSP E55 D GUTTE'i D PR A DOUBLE FOR -A' SECTION ONLY BCTTOM CURB BOAC RP 24" 7'-0" Y-10" 9'-5" h 36" W-4" 0 -6" 12'-6' a 42" 10'-6" 11'-10" 14'-2" ix c 48• 11'-e" 13•_2•• 15 _IC W N" w REINFORCEMENT SCHEJJLE, WALLS H SECTION WIDTH ("W") HOR VERT r w O an - a i "A" BEiVVEENL4' & J' o 3500 PSI P.0 CONCRETE GREATER THAN ]' 5's 0 4 1 2" '4's C 10" N a 0 4' 1 P's 0 b I '4's 0 10" MV) i(C n TABLE O "T" & "N" DIMENSIONS Q SECTION WIDTH ("W") 'T' "N" "D" W K N" o BETWEEN 4' & ]' S" + P!PE THICKNESS 8" 6° p Q O i A GREATER THAN ]' 6" +PIPE THICKNESS 8" 8' _j V) Z z 6'" + PIPE THICKNESS e" 8° 3w B BETWEEN44' & " 16" +PIPE THICKNESS I 10" 8' y REINFO=CEM_-fiT SCHEDULE, TOP DIMENSIONS STEEL SPECIAL PATTERN JW" (4'-0")MIN. z }W W1 = 7' OR LESS #ds 0 8" E.W. DIAGONAL ®COVER J W2 = 7' OR LESS #4's 0 8" E.W, DIAGONAL 0 COVER L) Wt 7 OR LESS #4's 0'8" E, W. DIAGONAL 0 COVER P_ F, W2 =TOR GREATER #4'S 0 6" E.W. DIAGONAL 0 COVER Z i•_0•'I I fQy1F' o - W12 = ]' OR GREATE3 #4s ®6 EW. DIAGCNAL 0 COVER Q W 7' OR GREATER 4's 0 6" E.W. DIAGONAL & COVER SOURCE: OTC SECTION "A"—"A" V -O" I I ELEVATION MODIFIED CURB INLET LTS. 1' 0.• checked by: JBM approved by: DRL project no.. 2004-0131 dwg name: 12-DT.OWG data 08-13-04 AEFF C6.6 REINFORCEMENT SCHEJOLE, BASE o ECTIDN A" #4's 0 6" E. W. I B 1 #6's M 6" E.W. CORN --R BAR 43LE OF 'W' DI!VENSIONS P 7- 0 SZE n5 W OF CROSS DRAIN 77-1-S-RE,01-T 30' 45- 24' 4-0' 4'-n' T-10" 30" 4'-d' 4'-7" 5'-8" 36, 4-O" 5'-3" 6'-5" 42' 5-3" 5'-I1" 7'-3" 45' 5'-10° 6'-7" 8'-0" 60" ]'-0" T-10" 9'-8" DOUBLE FOR "A" SECTION Cs' 24" 7'-0" Y-10" 9'-5" 30" S'9'-2" 36" 9 -,L 1 10-6 1 iJ=d" 42" 10'-6" 1 14'-2' 48" 1 11 -8 1 13-2 US =0" REINFORCEMENT SCHEDULE, WALLS SECTION WIDTH W") HOD. VERT. 4's V 10" BENJEEN 4' & Y 6's 0 9" 4's MID' A" GREATER THAN T S s ® 4 1/2" 4's ® 10° 4' 1 #4's 0 6' #4's 0 10' BETWEEN 4' & 7 1 #65 U 6 #4s 010 TABLE OF "T" N" DIMENSIONS SECTIONWIDTH ("W" BETWEEN 4' & T 6"+ PIPE O4NES; 8" 6" A GREATER THAN T 6" + PIPE TH C4NES5 8" 8" B„ 4' 6" + PIPE TH OF IES TWEEN ' BE & 7' 6" + PIPE TH CFNESS REINFORCEMENT SCHEDULE, TOP DIMENSIONS STEEL SPECIAL PATTERN W1 7' OR _-SS 4's ® 8" EW DIAGONAL @ COVER W2 7' CR LESS 4's 0 8' EW, DIAGONAL 0 COVER W'. 7 OR LESS 4's ® 8" E.W. DIAGONAL 0 COVER W2 7' OR G4 EATER 4'S 0 6" E W. DIAGONAL ® DOVER W1 7' OR GREATER 4a 6 -.W. DIAGONAL C COVER W2 7' OR GREATER 4's DIAGONAL 0 COVER NEENAH R-4893 GRATE W/ 4899 ANGLE FRAME (HEAVY DUTY) tLI,VA I I PIN GRATE INLET N.TS --- 11 90' C CTR GENERAL NOTES' I ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER 2. ALL #4 & #5 REINFORCING BARS TO HAVE 1-1/2" COVER. LARGER SIZES TO HAVE 2- COVER 3. SEE GRACING AND DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS, AND FLOW LINES 4, FEES SHALL CONNECT TO THE ENDS OR SIDES OF THE INLET CONNECTION SHALL NOT BE MADE AT CORNERS OF INLET. 5 ALL REINFORCING BARS TO BE GRADE 60. y Q 13 06, g P OR w III 0, IL 5 q09 S bEp g r 6 Lsaa jse_o z rE s ea'mo ead a a o GENERAL NOTES: 1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER 1•_9^ 2. ALL #¢ & RS REINFORCING BARS TO HAVE yI \ 1-1 /Z COVER, LARGER SIZES TO HAVE 2 COVER M g4 ROLE BAR - i 3 r8 3. SEE GRADING AND DRAINAGE PLAN FOR w VARIESPIPESIZES, LOCATIONS, AND FLOW LINES. 4. PIPES SHALL CONNECT TO THE ENDS OR SIDES- 10" OF THE INLET. CONNECTION SHALL NOT BE MADE AT CORNERS OF INLET 1' -it" C' BAR O CE 017 COLUMN\ # 4 0 3 5. ALL REINFORCING BARS TO BE GRADE 60 "G BAR "J" BAR 4 BAR 0" GUTTER DEPRESSION NORMAL GUT NEENAH R-1737 "q" /^ W LIGHT DUTY) 90' VARIES NEENAH R-1960 4"pIA .. . .'° ( HEAVY DUTY) COLUMN ., .:.I(j, #4 REINF. BAR 10" W BAR 0 12 - 11" 4 BAR- 13' 6' OR K BAR #4 REINF. BAR B" 6" 20' G 8 & 2 6' COVER " L" BAR SECTION eA.R ®1 3'-0" 4" -IN S I" 10' GUTTER DOWTISTREAM I'_0 UPS P_4M DEPRESSION m 0' PB NORMAL GUTTER REINFORCEMENT SCHEDULE, BASE D PRESSION - 10 Z_ SECTION EXPANSION JOINT " B' #8s ®6" A FORD 6 °g'• A EXPANSION JOINT FOR 8"J" BAR 016" PLAN TABLE OF 'W' DIMENSIONS 4' .,TITER PIPE D —RE-SIGN Z ®`I ® SIZE SKEW OF CROSS DRAIN SINGLE STRAIGHT 30' 45' s Np .,p < _ 24" 4'-D" 4'-0° 4'-10" 30" 4'-0" 4'-7° 5•_8•• p 36" 4'-0" 5-3° 6'-5" It V ® -1p - ua 42" 5'-3" 5'-11" J'-3" O TOP CURB p TOP CURB 48' 5'-'.0' fi'-]" 8'-0" O a a g04zv NORMAL GUTTER NORMAL GUTTER 60 7-0" ]'-t D" 9 -8' o JSP E55 D GUTTE'i D PR A DOUBLE FOR -A' SECTION ONLY BCTTOM CURB BOAC RP 24" 7'-0" Y-10" 9'-5" h 36" W-4" 0 -6" 12'-6' a 42" 10'-6" 11'-10" 14'-2" ix c 48• 11'-e" 13•_2•• 15 _IC W N" w REINFORCEMENT SCHEJJLE, WALLS H SECTION WIDTH ("W") HOR VERT r w O an - a i "A" BEiVVEENL4' & J' o 3500 PSI P.0 CONCRETE GREATER THAN ]' 5's 0 4 1 2" '4's C 10" N a 0 4' 1 P's 0 b I '4's 0 10" MV) i(C n TABLE O "T" & "N" DIMENSIONS Q SECTION WIDTH ("W") 'T' "N" "D" W K N" o BETWEEN 4' & ]' S" + P!PE THICKNESS 8" 6° p Q O i A GREATER THAN ]' 6" +PIPE THICKNESS 8" 8' _j V) Z z 6'" + PIPE THICKNESS e" 8° 3w B BETWEEN44' & " 16" +PIPE THICKNESS I 10" 8' y REINFO=CEM_-fiT SCHEDULE, TOP DIMENSIONS STEEL SPECIAL PATTERN JW" (4'-0")MIN. z }W W1 = 7' OR LESS #ds 0 8" E.W. DIAGONAL ®COVER J W2 = 7' OR LESS #4's 0 8" E.W, DIAGONAL 0 COVER L) Wt 7 OR LESS #4's 0'8" E, W. DIAGONAL 0 COVER P_ F, W2 =TOR GREATER #4'S 0 6" E.W. DIAGONAL 0 COVER Z i•_0•'I I fQy1F' o - W12 = ]' OR GREATE3 #4s ®6 EW. DIAGCNAL 0 COVER Q W 7' OR GREATER 4's 0 6" E.W. DIAGONAL & COVER SOURCE: OTC SECTION "A"—"A" V -O" I I ELEVATION MODIFIED CURB INLET LTS. 1' 0.• checked by: JBM approved by: DRL project no.. 2004-0131 dwg name: 12-DT.OWG data 08-13-04 AEFF C6.6 6" 5 EVENLY SPACE AS SHOWN 5 TRANSVERSE BARS HORIZANTAL BARS EVENLY SPACE AS SHOWN I 1 6" 1 5 EVENLY SPACE AS SHOWN --v 5 TRANSVERSE BARS J END E-EVATION R- TT Q ki P.C. COLLARS N.T.S WOODFORD MODEL Yl YARD HOSE BIB WAOCK r1 I' GALV PIPE NOTEEPDXY PAINT YARD HOSE BIB BLUE W/ A 6' WOE RED COLOR BAND I' ABOXE GRADE u p CONCRETE PAR FlN191 MADE U GRAN HOLE 3' 1 CUNG FT I Ya 0: GRAVEL C - Y POLYETHRENE • a f GALV 90' ELBOW / FUMM CLASS 200 S( SIDE ELEVATION CART CORRALS WILL BE PROVIDED BY WAIL -MART AND ASSEMBLED/INSTA'_LED BY THE CONTRACTOR AT THE LOCATIONS SHOWN ON THE SITE PLAN. SOURCE: OLC YARD HOSE BIB I CART CORRAL s SOURCE: OLC Nrs. METAL TEE STAKES (3) INJECT ROOT STIMULATOR DOUBLE STRAND 12 GAUGE WIRE MIX AT LOCATIONS SHOWN WHITE FLAGGING (TYP.) FILL ALL AIR POCKE S BETWEEN ROOT BALL 1 AND EXISTING UNDISTURBED SOIL WITH SANDY 0 - LOAM BEING SURE TO LEAVE NO AIR POCKETS DO NOT HEAVILY PRUNE THE TREE TOP OF ROOT BALL AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR'AIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, 00 NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE YL ' LANDSCAPE ARCHITECT WHITE FLAGGING (TYP.) _11 - [ WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF TFE LANDSCAPE ARCHITECT, COVER SAND RING WITH G' OF MULCH. DO NOT PILE MULCH AGAINST TRUNK OF TREE — SAND RING13" H X 12" W TOTAL NUI_CH AND SAND WASH SAND INTO AIR POCKETS — TREE SPADE ROOT BALL (SIZE VARIES WITH SIZE OF TREE SPADE) SOURCE: OLC I'-6" 1 O O AT TREE O TREE TRUNK DEPENDING ON SIZE OF TREE SPADE PLANVIEW NOTE: PLANT TREE 2'-4" ABOVE GRADE MARK THE NORTH S1DE OF THE TREE IN THE FIELD, BEFORE TRANSPLANTING, AND WHEN TRANSPLANTING ROTATE TREE TO FACE NORTH, WHENEVER POSSIBLE 12" LENGTH, 1" DIA 2 -PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE WIRE COVERED WITH RUBBER HOSE AT TREE TOP OF ROOT BALL 4 INCHES MULCH EXTENDING 12' MIN FROM NOUN BALL EXISTING GRADE 8' S -EEL TEE POST (3 PER TREE) 0 BE DRIVEN 3' BELOW GRADE EXISTING UNDISTURBED SOL MACHINE DUG TREE PLANTING N.T S L SHALL BE DEFORMED BARS UINFUHMING IU ASTM SERIAL DESIGNATION A -305-50T AND SHALL SATISFY THE DENG TEST REQUIREMENTS FOR STRUCTURAL GRADE STEEL IN ACCORDANCE WITH THE REQUIREMENTS. 2 ALL CONCRETE SHALL BE 3500 PSI. 3. MINIMUM DEPTH OF EMBEDMENT FOR REINFORCING STEEL -0 BE AS NOTED 4, ALL REINFORCING STEEL SHALL BE EPDXY COATED. SHRUB PLANTING N. T.S CUT BACK SLOPE TO PROVIDE A FLAT SUR FOR P'_ANTNG — 6*01112813 1t7[la 8" 2 -PLY RUBBER LOSE WHITE FLAGGING (TYP ) TREE WRAP rQt Q1 TOS 4 INCHES MULCH 4 u%CH DEEP SAUCER 8' STEEL TEE POST E BACKFILL MIX UNDiSTJRBED SUBSOIL REMOVE BURLAP & ROPE FROM TOP 1/3 OF THE BALI_ NOTE. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH. MATERIAL TO USE. TREE PLANTING NTS, r EXIST NO GROUND CUT BACK SLOPE TO PROVIDEJFPLANAFLATSURFACE FOR PLANTING B" 2—PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE ARE COVERED W/2—PLY RUBBER HOSE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP ) TREE WRAP 8' STEEL TEE POST 4 INCHES MULCH 4 INCH DEEP SAUCER BACKFILL MIX COMPACTED SUBGRADE 1 IMA% NOTE. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE LANDSCAPE BERid HITS SUBSOIL 4 INCHES MULCH SEE LANDSCAPE NOTES FOR TYPE OF MULCH ) IF SHRUB IS B & B. THEN REMOVE BURLAP &ROPE FROM TOP 1/3 OF BALL BACKFILL MIX UNDISTURBED SUBSOIL SHRUB PLANTING ON SLOPE NTS GFCI RECEPTACLE BOX APPLETON #p -1-100-H \ 20A 125V GFCI' RECEPTACLE NEMA 5-20R HUBBELL #GF53621 GFI RECEPTACLE BOX APPLETON #F C-1-100-A 20A 125V GFCI RECEPTACLE NEMA 5-20R HUBBELL.#GF53621 NOTE. BOXES SHOWN WITHOUT— M[ATHERPROOF COVERS TYP OF 4 20A 125V GFCI MODULE O OHUBBELL #GFM2o 8" 1 D STEEL PIPE FILLED ATI CONCRETE PAINT WITH YELLOW REFLECTIVE TRAFFIC PAINT V ENCLOSURE ELEVATION WOODFORD MODEL Y2 FR£EZELE55 YARD HYDRANT IG RECEPTACLE BOX WITH BACKFLOW PREVENTION APPLETON 4F0 -1 -100 -ALENGTH AS REQUIRED BY O O LOCAL FROST DEPTH CONDITIONS15A125VIGRECEPTACLE NEMA L5 -15R HUBBELL #104710 CONCRETE FOUNDATION LIMITS VOICE/DATA BOX WELD UNISTRUT TO PIPE TYP OF 5 APPLETON $FDC -I -100-A 1 5/8" x 1 5/8" UNISTRUT TYP IN -UNE GFCI BOX Y CONDUIT OFFSET NIP -LE IN APPLETON #FDC -1-100-A 20A 125V GFCI MODULE O OHUBBELL #GFM2o 8" 1 D STEEL PIPE FILLED ATI CONCRETE PAINT WITH YELLOW REFLECTIVE TRAFFIC PAINT V ENCLOSURE ELEVATION y YARD HYDRANT UTILITY BOLLARD Y CONDUIT OFFSET NIP -LE IN i o 9p1WTI BUILDING USE" WEATHERPROOF COVER HUBBELL #MFM Y E a70EBpJ 3) 1° coNoulTs 45". m„ r. 1 STANDARD 6" BOLLARD TOP OF PAVEMENT LOCATED 2'-3" FROM THE CENTER OF THE UTILITY pos n BOLLARD TYP OF 4 I" GALVANIZED RIGID CONDUIT TYP OF 3 o oNOTE: LIGHT POLE BASE MAY oe5SERVEONEOFTHEFOURc TIPROTECTION BOLLARDS cTO'° oB? N ON CUBIC FOOT of GRADED STONE FOR DRAIN BUILDING euY2,58 PLAN VIEW 3000 PSI CONCRETE c SY5 E' B`3aH a REMOTE GARDEN CENTER UTILITY BOLLARD EVATION VIEW M'rs SOURCE: OLC IF SHRUB IS B & B, THEN REMOVE BURLAP & ROPE FROM TOP 1/3 OF BALL. BACKFILL MIX UNDISTURBED SUBSOIL s PLAN 8" 2 -PLY RUBBER HCS DOUBLE STRAND 12 GAUGE WIRE COVERED W/2-PI_Y RUBBER HOSE PAINTED FL CRESCENT ORANGE WHITE FLAGGING (TYP ) REE WRAP 4 INCHES MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST BACKFILL MIX SUBSOIL REMOVE BURLAP & ROPE FROM TOP 1/3 OF THE BALL NOTE SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE TREE PLANTING ON SLOPE NTS. MASONRY AND WROUGHT IRON GATE N 1.5 8' SOURCE: OLSSON ASSOCIATES MASONRY AND WROUGHT IRON FENCE N T.5 irwF- O ZLaOWI w w d d EDN J In 4h UJF W w C p QO jN Z 3 2 OJJWO Z m cbecke8 by: JSM GppmveE by: DRE. project n..: 200 J, name: 12— C6.7 WA9 -MART SUPERCENTER LANDSCAPE PLAN ZAL NOT Ear 1. ALL PLAENGINEER & PREPARER OWNER . AALL PINTS MUST BE HEALTHY, VIGOROUS MATERIAL. FREE OF WAL•MART REAL ESTATE BUSINESS TRUST PESTS AND DISEASE. OLASSOCIATES SAM M. WALTON DEVELPMENT COMPLEX 2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND 79000 WW. . 76TH STREET BURW+PED AS INDICATED IN THE PLANT LIST. 702 S.W. 8th STREETEMN55439 }. ALL TREES MUST BE STTRUNKED AND FULL HEADED AND PHONE:E: ( (952) 941-0477 BENTONVILLE, ARKANSAS 72712 MEET ALL REREQUIREMENTSREMENTS SPECIFIED. 479) 273-4000 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE BUSINESS LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETNLS. 5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE LLFORLOCATINGAUNDERGROUND UTILITIES AND SHILL AVgD DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES. SITE APPURTD4MCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE WNSTRUCIION. 7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUA14TMES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. S. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED TO: WATERING. SPRAYING. MULCHING, FERRLONG, ETC.) OF THE PLATING AREAS AND LAWN UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER. 9. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING ON THE DOTE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MARE ALL REPIACEMENTS BEFORE OR AT THE END OF THE GUARANTEE. MER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHILL BE ACCUMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 41. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN. OR DEFOUATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE y ( PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL ql\ OF THE SME SPECIES, QUANTITY. AND SIZE AND MEETING ALL N PLANT LIST SPECIRCAT ONSS 12. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SH4U CONSTITUTE MINIMUM GUAM REOUIREMENTS FOR PUNT MATERIAL. 13. LOCATIONS OF EXISTING BURIED U ILoY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE R STILL BE THE RESPONSIBIIJTV OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY UNES DURING THE CONSTRUCTION PERIOD. 14. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL MJACEM PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. 15. ALL PLANT MATERIALS QUANTITIES SHOWN PRE APPROXIMATE. CONTRACTOR SHAH BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PIANTING BEDS AT SPACING SHOWN. 16. REFER TO WALMART SPECIFICATIONS FOR ALL INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. 17. ALL ARM THAT HAVE SEED APPUCAWN MUST BE ACCOMPANIED WITH A 3' PERIMETER OF SOD. 18. SOD TO BE WD WITH SEAMS TKITITI.Y FITTED TOGETHER AND OFFSET. IT IS LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO PREPARE ALL SOD AND SEED AREAS ACCORDING TO SPECIFICATION PRIOR TO INSTALUTK 19. WATER ALL SEEDED AND SODDED AREAS FOR THE FIRST 4-6 WEEKS OF ESTABLISHMENT, R IS RECOMMENDED TO WATER THE AREAS TWICE A DAY UNTIL ESTABLISHED. 20. ALL DISTURBED AND NON -PLANTED AREAS ARE TO BE SODDED WITH A HARDY NRF -TYPE FESCUE/BLUEGRASS BLEND SOD. SOD IS TO BE 90X FESCUE, 10X BLUEGRASS. STABILIZATION SEEDING AND ESTABUSHMENT WATERING PROVIDED BY CONTRACTOR. SEEDING SCHEDULE NATG1 KEY SITE LANDSCAPE PLANT SCHEDULE ovovvva avvvOsva vvvvOv v0 w/D3T SEED NIK J3MIM YN/DOT BEEO MM :i066 KEY COMMON NAME BOTANICAL NAME SIZE OPLANTING PUWTINGTHODME cesMx sI L UAN TTY PROPOSED - PLANT SCHEDULE a EVERGREEN TREES WF White Fir AM" Concobr 6-8' B&B AO' 20' 20 BS Colorado Blue Spruce Pitta pungens 'Gloucs' 6-8' B&S 60' 20' 10 TAB Tee" Arborvitae Thuja ccckPenla6s TechlV 8' BSE 15 8' 70 DECIDUOUS TRIBES APA Autumn Purple Ash Froxinus pM.Kcare 'M umn Purple' 2 1 2" cal B&B 4 ' 23 CL Greens ire UrWsn Trio cordata 'Gree 're' 2 1 2" ctl B&B 15 SA Summit lah Froxinus psrosyhaplca 'Summd' SM Su or Maple Acer socch.runn 2 1/2" cull B&B 15 OF44AMENTAL TREES RB River Birch Betula nigra 1 1 2" cal. Clum To— 30' 25' 7 CBC Cpre"u:et CrabappW Malue 'CombursC 2 1/2 wl 0&B 15' 15' 27 JLT Jo anese LIlao Tne S rain o reticulata 12 1/2* col. 8&e 15 15' 31 NP I Newport Plum Prunus wraeifem 'Newport' 12 1/2' cWj B&B 25' 1 20' 10 SOC I Snowdffi Grob ... 1. Malus 'SnowdrifP 12 1/2' .11 B&B 1 20' 1 20' 12 DECIDUOUS 6HPoJB8 RD Redoeler Dogwood Comw serecia 1 18`-24' CONT. 1 8' 1 5' 10 ONE Dioblo Ninaburk Physocarpw opulifolius 'Diablo' 36"-48' CONT. 5-8' 4-6' 37 TKL Tbksh k Korean Ubc S}ningo TinkeHnik' 30"-36' COM. 5-6' 5-6' 12 KS Knockout SNrvbrosa Rood 'Knockout' 24'-36' CONT. 3' 3' n JWS Janpanue White Spirea Spiroeo A biFbra' 18"-24' COM. 3' 3' 63 BE, Bumirg Bwh Euorrymus clatw 'Compactue' 36'-48" COM./B&B 8' 8' 24 EVEWGREEN SHRUM JUK KaIN's Comport Juniper Junipems cKmervk 'Kaly's Compacta' 12'-18' COM. 2' 3' 125 AAAI Mild Jukp JuniPer Juniperus chinansis 'Mint Juke 18"-24' COM. 4' 4' 139 CCJ Calgary Carpet Juniper Junlperua Sabina 'Calgary Carpet' 12'-1B" COM. 18 4.$' 62 PEREINIALS WLC Waiker'. Low N.Pato x foment 'Walker'. Low 6" COM. 12' 1 18" 1 260 SEEDING SCHEDULE NATG1 KEY APPLICATION ovovvva avvvOsva vvvvOvv0 w/D3T SEED NIK J3MIM YN/DOT BEEO MM :i066 ki/WT — MIX 260 CWIffR(ILL TURF SODDING SCHEDULE HITCH TRY APPIICATON CO EMEN) - TURF -TYPE TALL FESCUE GRAPHIC SCALE 60 a 30 60 1111 IN FEET) 1 Intl = 50 R 11 YW Z Z 0gL) aIx w am Q ] M U EA "k N0 C 5 a0 FLT1 Z 3 0 JWUH checked by. JBM oppmved by: DLR project no.: 20041 - dwg name: LS.DWG L1.1 EES' & WS' sgs=s 8 a Ilk—Ilk- I 119 P YW Z Z 0gL) aIx w am Q ] M U EA "k N0 C 5 a0FLT1 Z 3 0 JWUH checked by. JBM oppmved by: DLR project no.: 20041 - dwg name: LS.DWG L1.1