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HomeMy WebLinkAboutSouthbridge Living LEGEND 1 pNTA • PROPERTY MONUMENT(AS NOTED) I 'b PROPERTY LINE MAINTAIN I 1 o 0W B. o PROPER -----ADJOINING PROPERTY LINE SSIDEYARD ETBACK PER II LOT 1 Cotterman EXISTING MAJOR CONTOUR LINE(5'INTERVAL)EMENT LINE ZONING I BLOCK 4 �, 15873ES o�--_________ REGULATIONS I % yC�X/CEN"+E� S EXISTING MINOR CONTOUR LINE IT INTERVAL) IS-TRINNEATON SECTl.NFROM I SOUTHBRIDGE SUBDIV. PH 1 FFR.�P�� x T0.00 EXISTING SPOT ELEVATION EXISTING CURB TO DROP CURB: x(70.00) PROPOSED SPOT ELEVATION -- PROPOSED DRAINAGE DIRECTION -------PROPOSED DRAINAGE SCALE a w -----`•-UNDERGROUND ELECTRICAL LINE EXPANSION JOINTS COMPLETELY AROUND SIDEWALK SECTION ----�---- -- ------------ - OVERHEAD POWER LINE v -elE-oaa- _-- PP MAX.THROAT WIDTH --------------------- � A 35'COMMERCIAL _______________________- wwl "I' POWER POLE �-++ � EXISTING 4"WATER SERVICE TO BE GUYANCHOR Vv1RE 40ANDUSTRIAL CURBS APRON POURED MONOLITHIC -0w� & I CAPPEDIABANDONED AT MAIN .L �av' UNLESS OTHERWISE APPROVED I -4-w-4-EXISTINGUNDERGROUNO GAS LINE �w d i SAWCUTEXISTING STREET& Southbridge Drive -s-�.-s-EXISTING UNDERGROUND COMMUNICATION LINE ��'� I TAPICONNECT EXISTING g �, �gss�e3s I g"WATER MAIN NO INSTALL CONTRACTION JOINT �ass��ss _ THRUST BLOCK TNEWT INSTALL NON-REBIDENRAL -M-M-M-EXISTING UNDERGROUND CABLE TV LINE �s-s,� 'CONNECTTOEXISTIN I 1 DRMEWAYAPPROACH PERN. 150' WATERLINE 6'SS STUB.MATCH 1 i SEE DETAIL 1 C1.1) (NO ACCESS RESTRICTIONWIIN 150.OF19THAVERW) w _—EXPANSION JOINTS AT CURB RETURNS EXISTING SLOPE& I. V FIRE HYDRANTALIGNME _ J _ CQ WATERVALVE _________________________________________________ I ----- - �+` 7rTUTILITY s ----- BACK OF CURB PAD ® WATER SERVICE CURB STOP SIDEWALK CONTRACTION JOINTS sL' 4995.]i 4995. z - " EXISTING SAME CONC.SIDEWALK SANITARY SEWER LINE SPACEDAT 5'INTERVALS-MIN. �„ -.- _S 2156E 197 OT 496 4 4996,9 p DEPTH+ EXPANSION JOINTS FLOW LINE NTRBOXIIJOCOORDINATE - TOBEPLACEDAT25 rc IINLIIY BOIULI _ C C "" '-` w EDGE OF GUTTER CATION) n SS SANITARY SEWER MANHOLE _ C �600�11 �-mot __ r_E - o-° °Y`��g 991 INTERVALS p s6 _ o `J STORM SEWER MANHOLE -0 ARIABLE COMPACT - ® (5.5'TVP) I UTILITY BOXILINEREDON) CONTRACTION JOINTS TO BE SPACED ALL'OCATITION) tRII �T as�+zs�STORM DRAIN LINE AT 10 INTERVALS IN CURB&GUTTER � INSTALL'0 PARKIN F 1 �I 71 T'I 61 91 ]61 I191) \ W 1 :II T� LP LIGHT POLE 5 -,� R E"SIGN 1 1,�6 III !- V P. Iq /,'yI^ ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. ReETENTISTORMWATE 31 I J` �_ `I W 170'RNJ -- - CURB AND GUTTER EXPANSION JOINT MATERIAL SHALL BE 112 THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. `I PROPOSED STORM W2 5 I DUPLEX -+J �' -- -----CURB AND GUTTER WI FIRE LANE PAINT N ' TO.FWa99s.31 4 ] R l TRAFFIC SIGN GRADE ESTABLISHEDAS 11C RISE PER FOOT FROM TOP OFADJACENTFULL HEIGHT CURB OR MATCH EXISTING PROPOSED STORM WATER I-1 SIDEWALK GRADE I INSTALL CURB CUT a 70,rw=499zsB FOUR-FLEX RETENTION POND q5 © EXISTING COMMUNICATION BOX &DRAINAGE CH45E 1 W ro. - a E� SIDEWALK DRMEWAYAPRON I INSTALL STORM MANHOLE eg / 99 i, I.I smeslons � ❑E EXISTING ELECTRICAL BOX WI 5 LF OF 15"PVC STORM A 20.00'STYP I--P 1' '5'TYP. (VARIES) .I SEWERTOCHAMBERS a - o FLOUT CHAMBER I 79 EXISTING DECIDUOUS TREE 1/4 PER FOOTSLOPE STREETSURFACE / UNDERGROUND RETEMIO w JI roIOfGMaue[v u1viee Tr M1vlru[ancu EXISTING EVERGREEN TREE 'I 50 WA RCpORSE- s 19 /4 4ap C,a 6Yp:. a 1111 tC 3'WASHED ROCK o 0 0 0 SETBACK I 1 1 EXISTING SHRUB MIN 6'TT11CK M4DDD CONCRETE CURB&GUTTER 'OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH I NB, 1;11 i.O.RW=499736 TO.FW.499198 T.O.FW.4 5 P 0 WATER SERVICE CURB STOP �+1NON RESIDENTIAL DRIVEWAYAPPROACH R w C1.1 SCALE:NTS COB STD DWG NO.02529-12 1 1 `I 3 WIDE 1 / Is.e LP PUBLICC °�UTILITY& III 1a � '� � ;I ACCESS EASEMENT s N .col l/sx s5 p 1 49 06 C +2 CONSTRUCTION MANAGEMENT PLAN I 1&431 L _ - -- Q +2"R INSTALL SILT FENCE I, - -ORSIPAW WATTLE gyp' _ � {-�. PERIMETER CONTROL afiasmar„ y �LO "- W 499& � I �NI'1 � SOUT BRIDGE S(�`IU�B�DIe�.PH�IA o � I III � O ^ i I FIRE IANE SIGNS �'9n _ s fib! ss�s s�L JT/ JUT.FI.--- 0 2.5"TOPSOIL2" - NSTALL'NO PAR KIN 3 - consTRucnoN . ,,,, OPEN SPACEpRbaQ6Ep31'WIDE Z %\ 10 ENTRANCE B ys R PUBLIC ACCESS ! �9X >OCESCF1ASE & O y\ y ACCESS EASE ENT % "� 1--1 EDGE OF 9. f. I � !Fa SOUTHBRIDGE SUBDIV. PH 2 5.00 1 r66� .d m�� ! � - I CURB EXISi1NG Zj v� �� � n 5^ � f -_. __ _ I ASPHALT �( INSTALL ]441 'd9 �1- & v /'/ DROP INLET eft ,� N / Y - / APPROX.CENTERLINE _ J PROTECTION OF EXISTING STREAM (COB CSM PG 13)II1 ''� 1 .., a = t O O O O O O O O O O O O O O ,O O INSTALL SILT FENCE T\ TO i0FW-099165 1 j 0 0 0 0 0 0 0 0 0 0 0 0 0�0�0� 1 �� � y. I� � I I DPw�=4998.,2 oFW499&42 tt� Orl, CRUSHED GRAVEL O O O O O O 000000 O O O O O O O O O OR STRAW NWTRE $ IN TOFW=499&15 1 e l- COM V BASE-3"MIN. 0000000000000000000000000000000000 PERIMETER CONTROL 1 40 CYTEMFOWIRY CONSTRUCTIQN O O O O O O O O O O O O 1�. MPSTER I22 Lv76"W ]11H i<3 SUE-BASE COURSE sourasv oce susov.saz \ '` I `I I -� J - - - - - - - - - - - - 998. W Oz AS REQUIRED 11L kjF a T911 s% fi.lo� I� � � U r r r r r r I�I .I PAINTC RBSREDWI li I� W NOTES COMPACTED SUBGRADE 1 aa. 4o 'NOPAR NGFIRELANE" F�1 STEN ILED IN WHITE I••'y 1 Subgretle or base wuree wmpact on shall conform io saction 02230(M P W Specs 1996 ad) 9- I FLI 2 Conired on jo nis shall be place0 at 10 intervals end shall have a m n mum tlepth 03/4"and minimum mMh of 1/8". o " ;T- - I INSTALL"NO PARKIN a (&} DUPLEX FOUR-FLEX k / TO.FW4BB6./] 5 /� FIRE LANE"SIGN \ TOFW.�BB&]5 3.1/2'expansion joint matenel shall be placed at all depth o Pe curb returns and at not more than 300 ntervels.The ��`\ expans on meter al shall extend through the full depth of the curb and gutter 'I I III I " �" 4.No curb antl gutter shall be placed Without a final form inspection by the City Engineer or his representative. y F+-M 5.Concrete shall be Clsss M4 000. 6.Crushed gravel base shell meet the requirements of Section 02235(MPW SPECS,1996 ad.)For curb and SarvSCALE:1"=60' I I III n s%N I s O L6 W N gutter replacement projects,washed rock maybe used forth,gravel base. ! I I a INTERIOR CURB&GUTTER DETAIL PROPOSED T ONWAIERP SO ci.i SHALL'-RTS " Q AS Roo. I. RETENTION POND its .s I U E-1 rya III: s ] 2V REARS T CK &:sl w) w IIV`VW sz Lzl SIDEWALK I ror.[uv=cmeslalw \...... 5 F..3 Z 0-4 O TRANSITION TM CURBY DOWN CURB 8 SLOPE AWAY FROM (6' .18 ,_..�.t61 r $ 1D RILE. 1') I So TO GUTTER -EXPANSION JOINT TO MATCH CHANNEL tI 1y� a E / 4997.30f R _ _ - ! LP W �1 N 89°°05'19'W 148.6T 498� 4FL'iVSIOES(ppES 7.5 DEPTH 4H:+VS\DESIO�S 'I 7X7P�ILITY U /a \TYPICAL RETENTION POND CROSS SECTION I SHADY LANE 15LFOF 9RM WHOLE �, Cu SHALL:W rI II PUBLIC PARK WSEWERTO CHAG BERSTORM } O NAVD86 SOUTHBRIDGE SUBDIV. PH 1 FL OUTEEV .45 VERTICAL DATUM= NDSd'PR0.SERIES TRENCH DRAIN SYSTEM I UNDERGROoND ETENTION GENERAL NOTES: WI6"PRO-SERIES LOAD STAR HEAVY TRAFFIC ) N �aas�^raon 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS,MPWSS BTH EDITION,APRIL 2010 AND CITY OF BOZENIAN CHANNEL GRATE(OR APPROVED EOUALL I mTofnvazu,lawns, eu MODIFICATIONS TO MPWSS,MARCH 2O11,ADDENDUM NO.1,ADDENDUM NO.2,&ADDENDUM NO.3. 16"MIN. I 2. THE CONTRACTOR SHALLVERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. EXPANSION JOINT RECESS CHANNEL+/4"FROM 3. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. CONCRETE SIDEWALK "MIN. TOP OF CONCRETE 4. TRENCH BACKFILL SHALL BE TYPE A.FORALLAREAS TO BE PAVED. 4"MIN.DEPTH 5. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINE FROM THE EXISTING SERVICE STUB TO THE BUILDING IS THE REV. DATE RESPONSIBILITY OF THE DEVELOPER. - 3h]/zo 6. THE INSTALLATION OF THE WATER SERVICE LINES FROM THE EXISTING SERVICE STUBS TO THE BUILDING IS THE RESPONSIBILITY OF V3 Ip THE DEVELOPER. MIN OF BITUMINOUSASPHA 4"NOM.MONOLITHIC CONC LT. 3 B%I%rzo . y/6/2t 7. AN APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED FOR EACH NEW BUILDING SHOWN,PER CITY OF POUR TO ENCASE CHANNEL 4 8 z9/%3 BOZEMAN REQUIRMENTS. OOT3"MLNyF1 MIriUS CRUSHED GTUVEC B. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWERAT SERVICE CONNECTION POINT TOVERIFYADEQUATE FALL FOR o 0 0 o DRAWING DATE: SEWER SERVICE. 9. THECONTRACTORIS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHAANDALLAPPLICABLE SAFETY coMPAcreDsolL� -�, � DRILL FLANGE AND WIRE nE e^ N ^I off° u $2 2 REQUIREMENTS. RESAR TO CHANNEL o 0 0 0 0 o SHEET 10. GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING,BUT NO LIMITED TO UTILITIES,AIR EXCHANGE CONDITIONING UNITS, �A "``con�P,CCTE�suscADe��Vy� v� TRANSFORMER AND METERS SHALL NOT ENCROACH INTO THE REQUIRED YARD SETBACKS AND SHALL BE PROPERLY SCREENED WITH p3 REBARz72"LONG TD SECURE 71/2"X31/2^BRICK ON EDGE SPACE AN OPAQUE SOLID WALLANDADEQUATE LANDSCAPE FEATURES.ALL ROOFTOP MECHANICAL EQUIPMENT SHALL BE INCORPORATED LATERALCHANNNELMOVEMENT a36"O.C.TOALLOW FOR CONIC. INSTALLGEOTEXTILE FABRICAND/OR GEOGRID IF SOFTSUBGRADE INTO THE ROOF FORM OR SCREENED IN AN APPROVED ENCLOSURE. AT BRICK LOCATIONS UNDER CHANNEL CONDITIONSARE ENCOUNTERED. 0 20 40 C 1A 11. PROPOSED DRY UTILITY(ELEC,GAS&COMMUNICATIONS)LOCATIONS SHOWN ARE PRELIMINARY.CONTRACTOR TO COORDINATE FINAL (Rj PICAL ASPHALT CROSS SECTION LOCATIONS WITH UTILITY PROVIDERS. Z�RTS CHASE DETAIL 1.1 L:F7T SCALE IN FEET 12. DRY UTILITIES AND ASSOCIATED STRUCTURES SHALL BE LOCATED A MINIMUM OF 10-FEET FROM PROPOSED WATERAND SEWER MAINS AS-CONSTRUCTED CONTOUR INTERVAL=7' AND SERVICES. #20002 #�C14TAN_ a B. o T Cotterman W COVER ENTIRE ISOLATOR ROWWITH ADS 15873ES GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE Fy 4JCEN8�� 5J B'(2.4 m)MIN WIDE SC-]40 CHAMBER OPTIONAL INSPECTION PORT STORMTECH HIGHLY RECOMMENDS CONCRETE COLLAR 18'(450 mm)MIN WIDTH FLE%STORM PURE INSERTS INANVUPSTREAM STRUCTURES WITH OPEN GRATES PAVEMENT CONCRETE COLLAR NOT REQUIRED + t e { yC & fii gtgs+ rkrc+ c} Tas4n rev gev gev gee g` gg 8 g 12"(300 mm)NYLOPLAST INLINE .f�y d3T8 s es,�cecs�m s' ,x$,s�y<,a> .t.cs scs. s``,a axe;,>e gaea toa g g g P g SC-740 END CAP DRAIN BODY W/60LID HINGED em COVER PART* 271 GRATE axt '/nl PART#COVER 629 � �. T.°« K n a aFe aFey. ., ^'�� , �i2 CONCRETE SLAB �'F SOLID COVER:1299CGC 8"(200 mm)MIN THICKNESS ,� GRATE:1299CGS .. CATCH BASIN FLE%STORM CATCH IT OR �- PART#EN 2NYFXGRATE 6"E(mm)DWVHER SCH40 MANHOLE WITH USE OF OPEN GRATE PIPE(BY OTHERS) SUMP DEPTHTBD BY 6"(150 mm)INSERTATEE SITE DESIGN ENGINEER PART#61PSSWST741P (24"'6E0"I MIN RECOMMENDED) INSEFTA TEE TO BE CENTERED 24"(600 mm)HDPEACCESS PIPE REQUIRED TWO LAVERS OFADB GEOSYNTHETICS 315WTK WOVEN ON CORRUGATION CREST USE FACTORY PRE-FABRICATED END CAP GEOTEXTILE BETWEEN FOUNDATION STONEAND CHAMBERS SCJ40 CHAMBER PART#:SC740EPE24B S(1.5 m)MIN WIDE CONTINUOUS FABRIC WTHOUT SEAMS SC-740 ISOLATOR ROW DETAIL NTs SC-740 6"INSPECTION PORT DETAIL NTS INSPECTION&MAINTENANCE U STEP1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS(IF PRESENT) (� A.1. REMOVE/OPEN LID ON NVLOPLAST INLINE DRAIN ��11 A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED L A.3. USINGAFLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENTAND RECORD ON MAINTENANCE LOG A.A. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) W A.S. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2,IF NOT,PROCEED TO STEP 3. O B. ALL ISOLATOR ROWS 8.1. RE MOVE COVER FROM STRUCTUREAT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT,INSPECT DOWM THE ISOLATOR ROWTHROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOIDA CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45"(1.1 m)OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL SACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACEALL COVERS,GRATES,FILTERS,AND LIDS,RECORD OBSERVATIONSAND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. ACCEPTABLE FILL MATERIALS:STORMTECH SC-740 CHAMBER SYSTEMS MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION/DENSITY CLASSIFICATIONS REQUIREMENT FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS FROM THE TOP OF THE'C'LAYER TO THE BOTTOM ANY SOIL/ROCK MATERIALS,NATIVE SOILS,OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT ��II GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIALAND PREPARATION REQUIREMENTS. SC-740 TECHNICAL SPECIFICATION MAY BE PART OF THE'D'LAVER WE AASHTO M145' BEGIN COMPACTIONS AFTER 12"(3W mm)OF MATERIAL OVER THE CHAMBERS IS REACHED. Q� fsr Q�I A-1,A-24,A-3 r�rll COMPACTADDITIONAL LAYERS IN 6"150 mm MAX r+-I INIOMTHETOPLMATERIAL FDRLAYER NSTARTS GRANULAR WELLS ORP OCES EDAGG EGATE.TURES,�35h ( ) FR ER)TO TOP OF THE ABOVE THET STONE H FINES OR PROCESSEDAGGREGATE. LIFTS TO GRADED EDMAT PROCTOR DENSITY 90.]"(2304 mm)ACTUAL LENGTH I-85.4'(2169 mm)INSTALLED LENGTH p..l C CH MEER.NOTE TATAVEENT TOP SUBBASE MY OR WELL GRAD FOR PROCESSEERIAL D 95k RELATIVE r� W CHAMBER.NOTETHATPAVEMENT SUBBASE MAY MOST PAVEMENT SUBBASEMATERIALS CAN BE USED IN LIEU AASHTOM43" DENSITY FORERGROSEDAGGRE MI aBUILD ROW IN THIS DIRECTION v Z 4 O BE A PART OF THE'C'LAVER. OF THIS LAYER. MATERIALS.ROLLER GROSS VEHICLE WEIGHT Fi 9,96],4,46],6,66,6],6,6], B,89, O �i 9,10 NOT TO EXCEED 12,00E Ibs(63 DYNAMIC I--I FORCE NOT TO EXCEED 20,00,000 lb Ibs(BB kN). cl EMBEDMENT STONE:FILL SURROUNDING THE 5 B CHAMBERS FROM THE FOUNDATION STONE(W CLEAN,CRUSHED,ANGULAR STONE 3,3577,,4H67,5,56,57 NO COMPACTION REQUIRED. �( F-I N F--� LAYER)TO THE'C'LAYERABOVE. START END a Q H ~ FOUNDATION STONE:FILL BELOW CHAMBERS 0 A FROMTHE SUBGRADE UP TO THE FOOT(BOTTOM) CLEAN,CRUSHED,ANGULAR STONE AASHTO M43" PLATE COMPACT OR ROLLFACE TO ACHIEVEAFLAT � M V 3,35],4,48],5,58,5] SURFACE.•' OVERLAP NEXT CHAMBER HERE r �i OF THE CHAMBER. 'L... W y F. (OVER SMALL CORRUGATION) F PL BE NOTE: Or EA 1. THE LI STIED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN CRUSHED ANGULAR.FOR EXAMPLE,ASPECIFICATION FOR#4STONE WOULD STATE"CLEAN CRUSHED ACCEPTS 4"(1E0 SIZES SCH 40 PVC PIPE FOR INSPECTION ANGULAR H COMPACTION( TO M REQUIREMENTS STONE". PORT.FOR PIPE SIZES LARGER THAN 4"(100 mm)TE E I'IN��JI H 2. MERESTORM IEFI IONSUSURFACES MAYBE MET MISED BA'LOCATION MATERIALS MEN STANDARD ASIGN LOAD D CONDITIONS, IN 6'F 50 SURF(MAX)LIFTS USING ACHIEVTWO FULL COVERAGES DRAGGING WITHOUT COMPACTION 10"(25E mm)USE INSERTA TEE CONNECTION CENTERED 3. EQUIPMENT INFILTRATION FOR SPECIAL LOAD MAY N,CONTA CONTACT STORMTECH FOR COMPACTION, NREQUDDEENT LOAD CONDITIONS,AFLAT SURFACE MAYBE ACHIEVED BY RAKING OR DRAGGING NATHOUT COMPACTION ON A CHAMBER CREST CORRUGATION EQUIPMENT FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. x r ADSGEOSYNTHETI AN,CRITNON ANGULAR ALL AROUND CLEAN CRUSHED ANGULAR STONE INASB LAYERS PAVEMENT LAYER(DESIGNED BY SITE DESIGN ENGINEER) J9.3"24mm) O Ox W(74 PERIMETER ST (SEE NOTE 6) CWx/O ON Grr (450 mm)MIN' MAX 12.2" EXCAVATION WALL 6"(15DmMIN (310mm)J ` 45.9"(116(1-) (1295 m m) -4 0 � [] (CAN BE SLOPED OR VERTICAL) © 30" NOMINAL CHAMBER SPECIFICATIONS W (]60 mm) SIZE IW X H X INSTALLED LENGTH) 51.0"X MIT X 85.4" (1295 11%762 mm X 2169 mm) CHAMBERSTORAGE 45.9 CUBIC FEET (1.30 11 MINIMUM INSTALLED STORAGE' ]4.9 CUBICFEET (2.12 m°) O () -,-- A----- WEIGHT ]S0,ft. (33.6 k9) Q _�I�_�I� / -Illlllll 11=IIIJ,� ED 'ASSUMES 6'(152 mm)STONE ABOVE,BELOW,AND BETWEEN CHAMBERS A II�A SUBGRADE SOILS / 11-III,=i ILII _ DEPTHOF SIGNETOBE R6"(15 11 I_I r l l l l l l II I-� JrLf-11 I- LI/LJL„L �IIIJIIi-ice Ilim PENDCAPJ� � (SEE NOTE � �� l BY SITE DESIGN ENGINEER 6"(15p mm)MIN 12"(300 mm)MIN (150 mm)MIN 51(1295 m 12"(300 mm)TVP 4) 1 NOTES: B 1 1. ORAS CHAMBE"S SHALL DARDCONFORM SPECIFICATION FOR POLYETHYLENE TS OFASTM CORRUGATED A L SPECIFICATION FOR ECTIONPOLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", STUBSAT BOTTOM OF END CAP FOR PART NUMBERS ENDING NTH OR ASTM F2922"STANDARD SPECIFICATION FOR POLYETHYLENE(PE)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". C STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING IMTH'T" 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION PART# STUB A B C CHAMBERS". SC740EPE06T/SC740EPEOUPC 18.5"(470 mm) LE 3. "ACCEPTAB FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL SC740EPEO6B/SC740EPE066PC 6"(150 mm) 10.9"(2]]mm) _ 0.5"(13 mm) MATERIALS. SC740EPE08T M740EPE08TPC 8"(200 mm) 12.2"(310 mm) 16.5"(419 mm) SC740EPEOBB/SC740EPEOBBPC 0.6"(15 mm) 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILSAND THE DEPTH OF FOUNDATION STONE SC740EPE10T/SC740EPE10TPC 14.5"(368 mm) WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. SC740EPE10B/SC]40EPE10BPC 10"(250 mm) 13.4"(340 mm) 0.]"(18 mm) 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICALAND SLOPED EXCAVATION WALLS. SC740EPE12T I SC740EPE12TPC 17(300mm) 14.7"(373 mm) 12.5"(318mm) -- SC740EPE12B/SC740EPE12BPC 1.2"(30 mm) 6. ONCE LAVER'C'IS PLACED,ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL SC740EPE15T I SC740EPE15TPC 9.E"L29 mm) -- REV. DATE REQUIREMENTS OF LAYER'C'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. SC]40EPE15B/SC740E15BPC 1IT(376 mm) 18.4"(467 mm) 1.3"(33 mm) 3/23/20 SC740EPE18T/SC740EPL -- 1r(450 mm) 19.]"(500 mm) SE'(12]mm) 1 SC7 40EPE18B/S PEC]40EPE18BPC SC]40EPE24B" 1 24"(600 mm) 18.5"(470 mm) ALL STUBS,EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THATTHE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP.FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT DRAWING DATE: 1-888-892-2694. -FOR THE SC]4DEPE24B THE 24"(600-)STUB LIES BELOWTHE BOTTOM OF THE END CAP APPROXIMATELY 1.75"I.m T 8/29/23 BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE:ALL DIMENSIONS ARE NOMINAL SHEET AS-CONSTRUCTED C l I #20002 LEGEND 0 20 40 �oNTA yq a o • PROPERTY MONUMENT(AS NOTED) z L ewB. o SCALE INFEET -_ PROPERTY LINE CONTOUR INTERVAL=1' O COlterman w ADJOINING PROPERTY LINE p� III I I�V •�( -�C-j'�. a " ' 5AC8E7N3"+E EASEMENT LINE a. Y EXISTING MAJOR CONTOUR LINE(5'INTERVAL) V EXISTING MINOR CONTOUR LINE(1'INTERVAL) E O OSJ�NFER•�a� UNDERGROUND ELECTRICAL LINE lit 47.N p] 1 _- t1 PP OVERHEAD POWER LINE Ii a 4 POWER POLE ,I. GUYANCHOR WIRE p I aSCALE IN FEET -s-4-w EXISTING UNDERGROUND GAS LINE N YiI�I M S �.aa�'� -_ ^�p1 CONTOUR INTERVAL -s-s,-.-EXISTING UNDERGROUND COMMUNICATION LINE 13 t I EXISTING UNDERGROUND CABLE TV LINE it "a -�w�-�" - t l ?51 I °( ]1 �^ 31'WIDE t WATER LINE II lit _ �gW 253.E CCESSEASEY& FIRE HYDRANT isLa � lit -0. ( �_ tj'10°2T34 ACCESS EASEMENT I I � e -R tt1 5.9a� t1 R D4 WATER VALVE ® WATER SERVICE CURB STOP d as- -SANITARY SEWER LINE T I I it v wow 0. 3? i t 6 fu lueal lag4 R Pzfl SS SANITARY SEWER MANHOLE 111 STORM SEWER MANHOLE ltI, 17j1,'t,8.1q1 Itll 8 STORM DRAIN LINE sa w�e ! a LIGHT POLE7161rH EXISTING CURB AND GUTTER - f PROPOSED 31 WIDE O TRAFFIC SIGN I PUBLIC UTILI & _ "�� © EXISTING COMMUNICATION BOX I ACCESS EASE ENT ° '� � F+-I 1 (6.8 � A-1 �E EXISTING ELECTRICAL BOX m Q EXISTING DECIDUOUS TREE - �< -- z�w`'` �Nw�wi ¢�Nviz AQ�zcn �¢�zw wr-"�� mr-�� xnr-�� 5000 NKLLLLLL NNR'LLLL cnNKLLLL 5000 4"SS SERVICES LT PIT FL ELEV EASEMENT PROPOSED GRADE -_--_-__- O+D8.24 4990.30' ----- -------- 0+25.54 4990,76' 4995 -----_ E 4995 N� 1+22.01 4991.93' ¢m �Ao 41JJev ++rwe mrwzw rn~gJJ yy�3 C/] 4990 ______ 4990 5000 5000 mN[CLLLL -- ---------- -------------- /1 IT _ ___---_-_ _ _ ____ _ 110.44 LF B"SDK-35 PVC @ 1.20%SLOPE PROPOSED GRADE W O I TALLED 39.13 LF SDR 35 -ti IT 4995 PVC@0.434°h LOPE _--- EXISTING GRAD Fit 4995 y 4985 4985 XISTINGD Z Gr1 WAS REMOVED DUE E TO I rl"WATER SERVICE D INADEQUATE NAD DE SLOP CRO SING CA A NCORREECTAT ALESLO c000 -- . - _ w C 7 O ------ - -------- c 4980 4980 4990 ---- 4990 C/1 q 212-198 LF S" DR VC@ 144°/ E C IjO F-H ` ' 11975 4985 4985 4975 ^ W 2+40 2+20 2+00 1+80� 1+60� 1+40< �1+20P 1+00� 0+80� 0+60� 0+40< 0+20 O+OD I�-I C/1 u - 1 PLAN&PROFILE cz.o = _ 9a w- W Frameand wverto bee r D&LA-1P2 drag with A-1778 ceveF 4960 4960 Omes]1S]]2 se es or appro atl equal - Coves shell have two P'pick holes. L.6 Adjustable rings, NOTE:AII^oints beM'em manhole sections,manhole ring& 1 W 2"min.,12"max. top sed'p and around sewer pipeinto manhole shall be 1 wabal Jo Ming m benal shall be R, ek orepual z s m m � rn m z o uz m 7u foralllen6 except between sexerppe and manhole wall. `� M�M O W 497 2 O�I 0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+4075 _4 W VERTICAL DATUM=NAVD88 5" 5„ Pal ramfercadwn«etemanhn - ler 4.Q^ a d ecnedric cane tap manufactnmd in 2 CD MnASTM designatkn C478. C2.0 _ GENERAL NOTES: -� O 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PUNS,Ml 6TH EDITION,APRIL 201 BAND CITY OF BOZEMAN Mal shapsN MODIFICATIONS TO MPWSS,MARCH 2O11,ADDENDUM NO.1,ADDENDUM NO.2&ADDENDUM NO 3. 18"ranters 2. ANY EXISTING OR NEWVALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF Groh inved to mglne BOZEMAN PERSONNEL ONLY. NOTE:Storm drain manholes shall bf0 ggap 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEERAND THE CITY OF BOZEMAN WATER DEPARTMENT MINIMUM OF 2441OURS PRIOR dhave formetl hannels and he TOBEGINNINGANVMORK. ppe and than Iowxsl pipe raved shall be 9"higher 4. CON TRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 9 Ny'iB' Nanbetlwnefmanhole. 5. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN GREEN STEEL POST APPROVAL OF THE ENGINEER. vTorsp of pipe may not extend past inside AT END OF SERVIC� 6. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER,WORKING DRAWINGS, Il of manhok of ecessarytoplhieof SPECIFICATIONSHEETS,ETC.,FORALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT INSTALLATION SHALL NOT BE PROPEAN MADE'WITHOUTTHEPRIORWHIITENAPPROVALOFALLEQUIPMEWMDANTERIALS BYTHE ENGINEER. Pal channel ppe may bebmm Hoff smooth IS" LINE OR 7. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. gowlbe dkmeteonfy) EASEMENT g. TYPE I OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. Ratliusd 5'mPI;VARO LINE 9. TRENCH BACKFILL SHALL BE TYPE A.PIPEBEDDINGSHALLBETYPEI. 4'_0� manhoe iREEi SURFACE SSIDEWALN tROUNO GJRFACE REV. DATE 70.THE CONTRACTOR IS SOLEV RESPONSIBLE FOR ENSUING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE Variable - (min.) YP MEETSALLAPPLICABLESAFTEY REQUIREMENTS BOTH FOR HIS EMPLOVEEBANOANY SITE INSPECTION NARK PERFORMED BY THE �& 51 all"p fod. ( ) -- - 0 36/20 ENGINEER. '� Channel to lullr J 5 s /6/2s 11.MAINTAIN A MINIMUM OF IO FEET HORIZONTAL SEPARATION BETWEEN THE OUTSIDE OF SEWERISTORM DRAINS AND WATER LINES 39 PadepM f COMPACTEDBACNFILL 2 q/6/yL 12.MAINTAIN A MINIMUM OF IB"VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWERSTORM DRAINS AND WATER LINE CROSSINGS. zo SheNsbpel period HS' DYP) g' 3 8z9/23 13.THE CONTRACTOR SHALL OBTAIN A STREET CUT PERMIT FROM THE CITY OF BOZEMAN PRIOR TO CUTTING OR EXCAVATING WITHIN toward cha ISee Flzible geskNHjdnt(typical 1I.v_ CITY STREET.TRENCH BACKFILL IN GRAF STREET SHALL BE COMPOSED OF NON-SHRINK SLURRY. �.f � hannel detail. fp precast bases-seetlelail) TTCC 14,CONTRACTOR SHALL INSTALL MEGA-LUG(OR EQUIVALENT)RESTRAINTS OR CONCRETE THRUST BLOCKS ATALL MKATER MAIN !2 � DRAWING DATE: FfITINGS,VALVES&FIRE HYDRANTS.SEE MINIMUM RESTRAINED LENGTH CHART ON SHEET C3.0. � YX2 DRAWING V 15.FIRE HYDRANTASSEMBLY INCLUDES HYDRANT AUXILIARY VALVE&BOX,DRAIN GRAVEL&THRUST RESTRAINT(SEE A 0.a CITY OF BOZEMAN STANDARD DRAWING NO.2660-4). SERVICELINE SLOPE=114' MAR ER 8/29/23 1fi PUMBING OEASAMENDEDIBYARM 24.301.301,RM TO RELEVANT LOCALAND STATE PLUMBING CODES,OR TO THE UNIFORM Channel-dia.ofppe pipe 45°ELSDW MEERFOOTMIN,tYCPERFOOT 17,WATERSERM E CUM BOXESANDSEWER SERVICE CLEANOUTS LOCATED WRHINASPHALT SURFACES SHALLBE PLACED WRHIN SEWERMAI k-��711 SHEET VALVEBO%ES OR APPROVED MONUMENT BOXES. 78.INDIVIDUAL FIRE SERVICE LINE PLANS REQUIRE APPROVAL FROM THE CITY OF BOZEMAN PRIOR TO CONSTRUCTION FROM THE CURB A Precast or poured-h-place base.Poured'n place STOPS TO THE BUILDINGS. b1Be,rh ni_concrete thicMess below SECTION A-A SERVICE INVFMNO #4 bars-1'-O"o-c p'ce's INIL EWYE FITTINGF011 \\ 79.DRYUTILITIES AND ASSOCIATED STRUCTURES SHALL BE LOCATED A MINIMUM OF I DFEET FROM PROPOSED WATER AND SEWER 8inehes.Pre sl base,m mum thickness is LOWERIHNJ SPRING NEW INSTALLATIONS "tUG MAINS. 6 inches.All bases reinforced as shown. FLINEOR WOF YEFITT FITTINGS .O 5'4dia. (j�SANITARY SEWER MANHOLE DETAIL FDR'AYEENTNcs. ,SANITARY SEWER SERVICE LINE AS-CONSTRUCTED (min.) C2.0 S�AEE-RTS C2.0 SCALE:KITS #20002 LEGEND pNTA - • PROPERTY MONUMENT(AS NOTED) L EVMB o —_ PROPERTY LINE Cofterm80 w ADJOINING PROPERTY LINE 15873ES � EASEMENT LINE Fy �ICEN"+E� SJ EXISTING MAJOR CONTOUR LINE(5'INTERVAL) Z N c�NFER•�P�� EXISTING MINOR CONTOUR LINE(1'INTERVAL) UNDERGROUND ELECTRICAL LINE PP OVERHEAD POWER LINE 4 0 20 40 0 20 40 POWER POLE ,I. GUYANCHOR WIRE SCALE IN FEET -4-4-w EXISTING UNDERGROUND GAS LINE SCALE IN FEET CONTOUR INTERVAL=1' F EXISTING UNDERGROUND —v—z— EXISTING UNDERGROUND CABLENLATEON LINE o= ; wow J u s-coNTouRIN�Rvu 1 J l Iss I - PUBLIC31'WIDLN& 1 15BJ ''d7 asl PTd °,p 7P, /J '�, - •• WATER LINE ACCESSEASEMENT 11 1fi4vj /+sal iI FIRE HYDRANT Io ��rn I (lz�;.•T �' ----J: "" I 1 �s BS _ 1 DAL WATER VALVE .-�-' M ® WATER SERVICE CURB STOPo B j III P a ` __ -e°ss—rss—rss-SANITARY SEWER LINE __ $S SANITARY SEWER MANHOLE ® STORM SEWER MANHOLE _ o 1 �s}�s�ss�'ss�"ss �' ^ss—e"ssass—ea—ee L STORM DRAIN LINE LP LIGHT POLE 102=T34-- --EXISTING CURB AND GUTTER TRAFFIC SIGN 'PROPOSED 31 UP Z 1�O-1 PUBLIC UTIU & "A © EXISTING COMMUNICATION BOX Y. j o - �„� w i 1 ACCESS EAS ENT �E EXISTING ELECTRICAL BOX JI I IN it 3 0.-0.�a a o w - - U �\ T 4 EXISTING DECIDUOUS TREE ���Y III � III I a8 � �• VERTICAL DATUM=NAVD88 e'a VWATER SERVICESLT RI e w 0+18.24 a 1"WATER SERVICES m E J1+30.0 i o^ I LT IRT ^! 5000 - - F m 1+79.31 5000 L9 m w r a W y a F PROPOSED GRADE ______----- --------- (EXISTING GRADE 5000 5000 4995 4995 PROPOSED GRADE 4995 ____-_ __ _ 4995 C� � ---------- EXISTIN 4990 4990 x O F-1 ^. STA 0+0.09 TO STA 1 L�9.56 FL=99.95 W FFi� INSTALLI 5.4 LF OF 8"CLA S51 _ DUCTIL IRON WATER MAN Z �L.f/7 Icy FL=69.'9 4"SEWER SE AGE O 4990 m 4990 FL 9. CROSSIN 9 FL 90.31 4985 4985 � EXISTINGB A"i1�8I STATT&36 N WATER MAIN INSTALLED 158 LF OF 8"CLAS 51 FL�9.2 Q DUCTILE IRON WATER MAIN FL=gg,gq rI---,� �7. FL=67.Bfi FL=88.15 FL 4985 4985FIR W F� w a 4980 _ 49BO 4980 < e a e v < v < e < g980 2+40 2+20 2+00 p1+80 P1+60 �1+40� �1+20� P1+00� 0+80 0+60 0+40 0+20 0+00 4975 < v e < < v Q a e < e v e v 4975 ^ -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 !� 1 WATER MAIN PLAN PR FILE C3.0 _ = 2 ER MAIN PLAN&PROFILE O ,� C3.0 =20 =4 COO co STEELPOBTMMI(E OFERTY LINEOR PAINTE➢BLUE U L. C� EASEMENT O Z w .5'BOUIEVARDIM.) LINE �-1 TREET SURFACE SIDEWALK ROUND SURFACE M� 1—I O TYR) I w CURB BOX 2 V HY ORP H(MUELLERQU `Qiy � PPROVED EQUAL) 1-4 r, �1pMN SEE DETAIL6 MINIMUM RESTRAINED PIPE LENGTHS SEE BELOW C RB STOP) FIRING MINIMUM RESTRAINT LENGTH TAP BY CONTRACTOR IMUEUERH1 156 B"CAP 32, OR APPROMEOUAL) WA BRANCH CH RMAIN EE LINE F'XI 6 BASE M4TERLAL 8"A"TEE LINEAL' BRANCH 4' NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FORM CORP.STOP TO CURB STOP B^90°BEND 11' FOR 314"AND 1"SERVICES.STRAIGHT COPPER PIPE SHALL BE USED FOR 7.5'AND 2'YSERVICES. 8'17.25°BEND 1' DETAIL OLA MUELLEATION5TOP (SEE TECIFIC IONS)FILLARFA INSTALLED(MUPPROVE QU L)� (SEE SPECIFICATIONS) B"22.60°BEND 7 lA{STAL[LD APPROVED EOIIAL) 9'45°BEND S COSAOSATION TYPEKCOPPER 9R1A SERVICE PIPE B'90°BEND 74' REV. DATE / SERVIOES71 o Bo zo (ROCKWELL371,OR 1 3 1 /6/21 APPRWEDEOUAL) 4 rs 4 6/v TRENCH BOTTOM 6"MIN. 3 411/23 GENMEMRALSSEER�VICE LINES SHALL HAVEAMINIMUM 61RFDOTCOVER MEASURED FROM THE EXISTING GROUND SURFACE, DRAWING DATE: EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE UNESARE WDTOA EET SIDE MICH HASAN UPHILL ROPE.WATER SERVICE LINES SHALLHAVEAMAXIMUM]5 FOOT OF COVER AT CURB T 8/29/23 2.WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OIRAS SPECIFIED. 3.BEDDING SHALL BE I CIA MAXAAUM WITHIN 5''OF SERVICE PIPE. 4.INSTALL CURB STOP SO THAT OPERATING KEY IS PARALIIlTOSTREET IN OFBPOSMON. SHEET 5.CURB STOPS SHOULD BE LOCATED B'FROM THE PROPERTY UNE.WHERE THE MAIN IS LOCATED WITHIN AN EASEMENT CURB STOPS SHALL BE LOCATED ATI EEASEMENT LIVE. �1WATER SERVICE LINE CIO'ALET, S :N AS-CONSTRUCTED #20002 pNTA y_ a ew B. o Cottennan w 15873ES Fy 'ICE Ns yJ c�NEER•1P�0 N z 0 20 40 0 20 40 SCALE IN FEET CONTOUR INTERVAL V SCALE IN FEET CONTOUR INTERVAL=V W dog 'III Ilil w$ IiA I, �'•�''—`—'�'� - = I`. - 31'IMDE (s.11 PUBLIC UTILITY& 1 Pt51 pe (7.77) O m ------ "� ACCESS EASEMENT I i 1 BIKE p.fis m $ �'"' PARKING 24 uafi) -------------- -- -- --- -------------- ------ - 1 -- - - �j �w _also- ------ II ---- -------- ------L-T 1 T ( --------psf I ; - y BLOCK 5 _ __ 3= SOtrT D V.-PH 9 G IgsToan s 1 0.9 SQ. �- a INSTAL L"NO PARKIN 1 3 FIREIANE"SIGNS 42,994 SQ.FT I _ N� --_ -" �z o N �i PROPOSED 31'IMDE J o I LL I �I -K-PI _ -----1 -------- ------ - - -- -------------- ----- �j I - a _ N w n� ESS PUBLIC UTILI & R ACCESS EASE ENT BDIV.PH 2 q JII I II �¢o =s ��u'7 �w � 5.00 1 1 a .13 r MR, R _-w¢�'m �+ @ �Uy i ra 1 t2 r �O - s� ga �Q �'� 'fo � W III I I W o� �2 o� .- UUm H Z dU = or3o U w III a os r Hwy Z _ wVmlll K��' �-3 -- �- mayW Hw I,I w���lllIL(� Ijll I �m 111 OD o li,ll IIII I I � � x � CW � 5000 5000 O P,. P4 1.00% Lo O -0.71% 1.00% PROPOSED G DE 0 0.! + -------------------- ------ --- —EXISTING RAN - ---------- --- r 5000 5000 4995 4995 �--� N E- O PROPOSE GRADE -1. 1% M U W � Nz _ 4990 E-I ----- 4990 4995 EXIS---- -- -- 4995 ---------------- CD m � o CD 4990 4990 4985 1 1 4985 r� _ 0 1 1 O N c0 CD O O COO O V O O O LCJ t0 Kp CO Kp CO f0(O CD(O Kp CD W CD o CD Q L6 W N � � a� �a 0 4980 4980+ + 4985 40 z w4985 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+ U 1-4 pq 2 ROAD MAIN PLAN & PROFILE Q �, O M Kp O L!! N O O W O O N M O Llf aD OD O ✓� U� rn oo 4.0 1"=20'HORIZONT =4 .--i W lL. vi a v v In vi ui ui 6 vi co vi w 10 I- co r- rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn 4980 -4980 O 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 4 UO a 1 ROAD MAIN PLAN & PROFILE C4.0 SCALE: 1"=20'HORIZONTAL, 1"=4'VERTICAL REV. DATE 30 20 /6/21 3 411/23 DRAWING DATE: 8/29/23 SHEET AS-CONSTRUCTED C4■O #20002