|
Notes:
<br /> DESIRED MINIMUM 1) Atl concrete match points shalt be saw cut and have expansion pad unless otherwise "HYDRAFINDER"(CANDYCANE)
<br /> A OUTER LIMITS OF directed by the City Engineer OUTLET NOZZLES&THREADS:TWO 2-1/2"HOSE CONNECTION LFIRE HYDRANT LOCATOR
<br /> 3'a' 3'8" CONCRETE WALK a'e"" 3•s' 2) All concrete shall have a slump Of 3' Or less, a 7-day strenght Of at least 2,000 P,S.I, and AND ONE 4-1/2"PUMPER CONNECTION.
<br /> 02 02 a 28 day compresive strenght of 3,900 P.S.I. R (NATIONAL STANDARD THREADS) XCEL •
<br /> / y62 X WOANKRETE62 \ / 60. X WORETE.• \ 3) All bituminous match points shall be saw cut or milled and tacked prior to patching, On
<br /> ti 4.0. Is,
<br /> 1a t
<br /> � a'o" roads were bituminous is 3' thick or greater the tap 1.5' shall be milled a mininum of 18'
<br /> 7No-T
<br /> 5'B. beyond the saw cut as a match point, WATEROUSWB-67 TRAININGFACILITY
<br /> SLOPE 1/4"PER FOOT TO DRAIN AS SPECIFIED
<br /> BAcxoFcufte 4) Gravel and bituminous In roadway area shall be repaired to a like new condition matching ' . ' STEEL POST
<br /> 5 existing thicknesses. � PAINTED BLUE
<br /> FRONTFAC : OS 5) Bituminous atch work done rior to June 1st and after Se tember 30th shall be heated ��\ CAPS TO BE CHAINED z z
<br /> 71
<br /> (PENTAGONNUT ON CAPS)
<br /> OFCUR FAC ::::::: :':''.:: P P P /��/� / /. /� �� �� �� �� �� �� ��\ z }b ' OF CUR ::?;??:llll.' With a radiant heater to seal the edges,eieei e•lei::e iisls::i••ssstt. .: r
<br /> ee
<br /> 4z"(4^CUS 4'O4MIN. 6 ss;c�a81 I I ® 6) All Driveways with a grader greater then 10% must obtain City Engineer approval. wEAR TYPE 41 COURSE BITUMINOUS,41 WEA50055(PG 58-28) w STREET
<br /> 6'3" (6"CURB 6'3" (6"CUR_) VALVE BOX Q_ a
<br /> RBJ VAR.WIOTHCURB q7t 6" q'2"4"CURB 4'0"MIN. 6 4.2" (4"CUR�) 7) All Driveways must meet City Code for tot coverage area, o
<br /> ( > AS SPECIFIED it
<br /> 6"CLASS 5 AGGREGATE 100%CRUSHED
<br /> AJ 8) No driveway shall be within 40' of a street end radlus unless written approval is obtained LIMESTONE QUARRY OR RECYCLED I 18"24 a AS REQUIRED AS REQUIRED d , Fenway Blvd N, Hugo, MN
<br /> A from the City Engineer. EQUAL(MNDOT 3138). NEON
<br /> 1'
<br /> PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP GEOTEXIILE FABRIC FOR ROOT CONTROL TO BE PLACED UNDER CLASS 5 AGGREGATE 1 � �
<br /> 9) Where sidewalks / trails exists or are proposed, the driveway shall extend through the I III�I���I�I��� 1"MIN.
<br /> OF BASE DIAMETER sidewalk / trail area with pedestrian curb openings placed (see standard Plate NO, HU-STR-4), GEOTEXTILE FABRIC TO BE OT CONTROL
<br /> OR APPROVED EQUAL
<br /> 2"MAX. \ \ \
<br /> a maximium 2% cross slope on sidewalk / trail areas crossing through driveways.
<br /> vs"(o.z•) GEOTEXTILE FABRIC
<br /> AMAW
<br /> CURB OR NOTE: STREET
<br /> CURB AND GUTTER 10) Contractor to call City Engineering Department (651) 762-6316 prior t0 construction. MnDOT 3733 TYPES
<br /> 7/8"1 7/18 THE FINAL WEAR COARSE LIFT SHOULD BE PLACED UPON 90-95%COMPLETION OF ALL
<br /> 5'4" (6"CURB X=4'0"REQUIRED 0.875'-1.4375" HOME CONSTRUCTION. 2'-6"
<br /> 3'4" (4"CURB)
<br /> ------------ ._,„ •. DOME SECTION T-6"MIN COVER
<br /> • 15/8-2318" 15/16-(TYP.) BIKE PATH TYPICAL SECTION BONNETADAPTOR 1"WASHED COARSE CURB BOX WITH I'-11/4"
<br /> .....:,,;,•.y':.:.'..: .. (1.625"-2.375') (0.9375") T-6,
<br /> 0.02 FTJFT.MAX. © -DOME P � GRAVEL OR CRUSHED STANDPIPE AND STATIONARY ROD
<br /> CONCRETE WALK o 0 0 0 0 0 o MIN. (8'-6"AT FULL EXTENSION)
<br /> 0.083 FTJFT.
<br /> OR FLATTER o ROCK TO 6"ABOVE WASTE
<br /> 1 0.05 FTJFT.MINIMUM o o C C o 0 0 0 o LFELT
<br /> RADIUS 25' H.O.C.
<br /> SECTION A-A 125"-2.37 0000 L
<br /> (11 518 2a.. o OPENING MIN.1/3 CY 1"CORP.STOP
<br /> 15116"(TYP.) o o5/8"MIN. 5/8•MIN. BRACING
<br /> (o.s375") (o.fizs") VARIES AS REQUIRED
<br /> IF THE PATH OF EL'X IS OR GREATER,USE DOME SPACING R
<br /> ROUND ALL FELT EXPANSION PAD PAD
<br /> 0.083 FT./FT.SLOPE FOR THE FLARED SIDE.IF
<br /> SLOPED 'X'IS LESS THAN 4 FT,THEN THE FLARED SIDE SLOPE 1"TYPE K COPPER
<br /> INTERSECTIONS MUST NOT EXCEED 0.083 FT./FT. 4 0.5' S' o.s' ; ; 8 X13 XS MANHOLE BLOCK 9"TYPE K COPPER
<br /> ....,. ....: .:.......,..:....,:. \ PRECAST TCONCRETE
<br /> MAINTAIN GUTTER WITH 3 '
<br /> LIP ALONG WIDTH `�:'"�
<br /> OF DRIVEWAY OPENING.
<br /> BLOCK WATERMAIN XCELENERGY
<br /> 8'3" 1.8'3"8"CURB a o.083 FTJFT.SLOPE 4'0"© 8"CURB 8 0.083 FT./FT.SLOPE 24' MIN. SLOPE 1/4"PER FOOT TO DRAIN
<br /> SAW CUT EXISTING BITUMINOUS �\ \ ;• .,,d�a �? \
<br /> IN'CURB&0.083 FT./FT.SLOPE) (4"CURB 8,0.0.0 83 FTJFT.SLOPE) HORIZONTAL GOOSENECK\ 1�iY
<br /> ELEVATION OF RAMP 18' MIN. MILLED AREA �j \ //, LOOP SHALL BE NO HIGHER
<br /> NOTES: ,,,/// ��.\ .\�,\�7\ .\ \� \ ,`�Ym. r��S1tsi'•gr THAN WATERMAIN
<br /> ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT(ADA)STANDARD DETAIL PLATE.REFER TO / WATERMAIN / �° v tT.
<br /> MIND STANDARD PLAN 5-297.250 FOR ADDITIONAL PEDESTRIAN CURB RAMP LAYOUTS AND THE MNDOT LAYOUTS.THE CURB AND CURB TRANSITION ON
<br /> THE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE CURB AND GUTTER.THE RAMP AREA WILL BE PAID FOR AS CONCRETE RADIANT HEAT PATCH AREA
<br /> WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE FOOT.BIKE TRAILS SHALL HAVE 8"x 8"x 16" 2'DIAMETER BY 3'
<br /> TRUNCATED DOMES ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL CROSSESA ROAD.DOMES ARE NOTTO BE USED ON SIDEWALKS OR TRAILS ON ALL PATCHES PLACED PRIOR •4"CONCRETE(3A32) PRECAST CONCRETE DEEP PIT UNDER
<br /> WHEN CROSSING ALLEYS OR DRIVEWAYS. TO JUNE 1st OR AFTER SEPTEMBER 30th ♦ • ,
<br /> 0 1/21NCH PREFORMED JOINT FILLER MATERIAL,AASHTO M 213. CODCrete BASE AS SPECIFIED HYDRANT FILLED
<br /> 2 PROVIDE A CLEAR PATH OF TRAVEL 4'0•WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT 4'X4'LANDING WILL ALLOW WHEELCHAIRS TO Varies Thickness 8" 4"FINE FILTERED AGGREGATE(MNDOT 3149)OR WITH GRAVEL FOR NOTES:
<br /> O Concrete Curb&Gutter n Sidewalk I Trail Driveway Slope CLASS 5AGGREGATE 100%CRUSHED LIMESTONE ALL INSTALLATIONS. 1.CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT
<br /> NAVIGATE AROUND THE PEDESTRIAN RAMP.NO SIGNALS,SIGNS,CABINETS,OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE
<br /> RAMP OR PATH OF TRAVEL. QUARRY OR RECYCLED EQUAL(MNDOT 3138) NOTE: AT A LATER DATE SHALL BE INSTALLED AT DEPTH REQUIRED,CURB
<br /> O WHEN A MEDLAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48"LANDING BETWEEN THEM,THE PEDESTRIAN CROSSING SHALL Cross Slope W he
<br /> t 1.HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE BOX EXTENTION FOR BOXES EXCEEDING 7.5'IN LENGTH ARE TO BE
<br /> BE CUT THROUGH THE MEDIAN AT STREET LEVEL. 3 present Ya"Per Foot •NOTE:W THICK SIDEWALK IS REQUIRED THROUGH DRIVEWAY AREAS. COURSE OF BITUMINOUS IS INSTALLED.PRIME AND PAINT HYDRANTS PER AWWA AND BID AT CONTRACT PRICE AND SHALL INCLUDE STACK COUPLINGS,
<br /> /4 Lip
<br /> 4 PLACE THE DETECTABLE WARNINGS(TRUNCATED DOMES AT THE BACK OF CURB.WHEN THE DETECTABLE WARNING SYSTEM IS MANUFACTURER'S STANDARDS.
<br /> O r CONNECTIONS,ETC.. ■
<br /> MATERIAL,THE CURB SHALL BE HAND FORMED TO FILL THE GAP.
<br /> 2.ALL HYDRANT LEADS SHALL BE TIED WITH 3/4"TIE RODS.TIE ROD SHALL EXTEND FROM
<br /> 2.CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL
<br /> 0 ADA REQUIRED TRUNCATED DOME AREA SHALL BE T O"MIN.INDIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH(3'0'OR 10"TYP.) TEE TO VALVE AND VALVE TO HYDRANT.MEGA LUGS MAY USED N LIEU EU OF TIED RODS.
<br /> OF THE CURB RAMP.THIS 2'0"T 4'0*D D WIDTH(TYPH TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING UTILIZE THE FORD MINNELENT. OL S PATTERN CURB BOXES A-1 OR CITY SURFACE.THE ENTIRE TRUNCATED DOME AREASHALL BEALIGHT(GRAV OR BUFF TYPICALLY)COLOR WHENTHE ADJACENTSIDEWALK ISA 3.HYDRANTS SHALL HAVEA16"BREAK OFF TRAFFIC FLANGE APPROVED EQUIVALENT. LoUCKS
<br /> DARK COLOR.THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR(RED OR DARK GRAY TYPICALLY)WHEN THE ADJACENT SIDEWALK IS SIDEWALK TYPICAL SECTION 4.ALL RODS AND RETAINERS TO BE COATED WITH B ITUMASTIC. 3.CORP.STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS
<br /> ALIGHT GRAY CEMENT COLOR. Contraction Joint Compacted 8"Class 5 5.RED OR YELLOW"OUT OF ORDER"TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER
<br /> Expansion Joint P SHALL BE FORD BALL VALVE 622-444M OR CITY APPROVED EQUIVALENT.
<br /> ©4'0"MIN.FOR NEW CONSRUCTION.3'0"ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS.IN SITUATIONS WHERE THE CURB CUT WIDTH Sidewalk/Trail Crossing Aggregate Base BACKFILL
<br /> EXCEEDS 4'0',THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH. Street Patch Min Z.00'By Length Of Curbing4.WHERE SIDEWALK OR TRAILS ARE PLACED 1'FROM RIGHT OF WAY PLANNING
<br /> O DETECTABLE WARNING(TRUNCATED DOMES)SHALL BE 2'X 2'CAST IRON(NO COLOR). Removed and Replaced Recompact Aggregate Base, Area Only 100%Crushed 6.THE INITIAL&FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. WATER SERVICES SHALL BE EXTENDED 10'BEYOND THE RIGHT OF WAY.
<br /> Match ExistingThickness Sawed or Preformed
<br /> CIVIL ENGINEERING
<br /> PLATE NO.HU-STR-3 PLATE NO.HU-STR-B-CC PLATE N0. HU-STR-10 PLATE NO. H TYPICAL . HU-W-2 U-W-1 PLATE NO LAND SURVEYING
<br /> PEDESTRIAN REVISION COMMERCIAL / MULTIFAMILY REVISION BIKE PATH REVISION REVISION REVISION LANDSCAPE ARCHITECTURE
<br /> DATE APRIL2015 SIDEWALK SECTION DATE APRIL2015 I
<br /> TYPICAL DATE APRIL2015 WATER SOERVICES DATE APRIL2015 ENVIRONMENTAL
<br /> HUGOHUGO
<br /> DATE : APRIL2015 HUGO HUGO HYDRANT INSTALLATION HUGO R
<br /> CURB RAMP DETAIL CONCRETE 7200 Hemlock Lane Suite 300
<br /> WATERMAIN ,
<br /> Maple Grove, MN 55369
<br /> 763.424.5505
<br /> www.loucksinc.com
<br /> GATE VALVE ADAPTOR:
<br /> Y4 STEEL WITH
<br /> PROTECTIVE COATING
<br /> ' %"RUBBER GASKET
<br /> INSTALLED BETWEEN GATE
<br /> VALVE AND ADAPTOR. TOP VIEW
<br /> VALVE BOX SETTING TO BE
<br /> 1/4"-3/8"BELOW PAVEMENT �j- SIDESIDE MEW_ ��
<br /> AND AT GRADE IN TURF AREAS Y��W
<br /> VALVE BOX SHALL BE SET
<br /> TO HAVE 6"ADJUSTMENT I
<br /> UP AND DOWN FROM
<br /> FINISH GRADE
<br /> CADD QUALIFICATION
<br /> CADD files prepared by the Consultant for this project are
<br /> AGGREGATE AND MnDOT 3733 FINISHED GRADE instruments of the Consultant professional services for use solely
<br /> TYPE 3 GEOTEXTILE FABRIC 7'-6" COVER FINISHED GRADE FINISHED GRADE 4"CONCRETE WALK with respect to this project.These CADD files shall not be used
<br /> LINING DRAIN PIT AND ATTACHED MIN. MN/DOT 2521 on other projects,for additions to this project,or for completion
<br /> TO TOP OF VALVE BOX FOOT of this project by others without written approval by the 2"BIT.WEAR COURSE, 2"BIT.WEAR COURSE,
<br /> PIECE e 6"CONCRETE MN DOT 2301 Consultant.With the Consultant's approval,others may be
<br /> q• permitted to obtain copies of the CADD drawing files for
<br /> 1-1/2"WASHED ROCKALL AROUND BONNETTADAPTOR MN/DOT 2360 SPWEA240B MN/DOT 2360 SPWEA240B information and reference only.All intentional a unintentional
<br /> MIN.1/3 C.Y. revisions,additions,or deletions to these CADD files shall be
<br /> (MIN.1 C.Y.IN IMPERVIOUS SOILS) �.as -':. S . made at the full risk of that party making such revisions,additions
<br /> s' .• r or deletions and that party shall hold harmless and indemnify the
<br /> D.I.P. WATER MAIN F TACK COAT,MN/DOT 2357 TACK COAT,MN/DOT 2357 •' •a' Consultant from any&all responsibilities,claims,and liabilities.
<br /> 2"BIT.NON-WEAR COURSE, 2"BIT.NON-WEAR COURSE, 8"COMPACTED AGGREGATE BASE CL.5 OR 2 SUBMITTAUREVISIONS
<br /> MN/DOT 2360 SPNWB230B MN/DOT 2360 SPNWB230B MN/DOT 3138 5 PRELIM CITY SUBMITTAL
<br /> TIE RODS
<br /> GATE VALVE
<br /> 8"X 13"X 5"MANHOLE BLOCK 6"AGG.BASE,CLASS 5 OR 2 MN/DOT 3138 6"AGG.BASE,CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE 4"COMPACTED
<br /> AGG.BASE CL.5
<br /> 24"SELECT GRANULAR,MN/DOT 3149.D 24"SELECT GRANULAR,MN/DOT 3149.D
<br /> PAVEMENT SECTION BASED ON
<br /> NOTES: GEOTEXTILE FILTER FABRIC TYPE V, GEOTEXTILE FILTER FABRIC TYPE V, GEOTECHNICAL REPORT BY DATED
<br /> 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. MN/DOT 3733.2 MN/DOT 3733.2 ,20_
<br /> 2.VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. APPROVED SUBGRADE APPROVED SUBGRADE
<br /> 3.VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4"P.V.C. PIPE TO PASS
<br /> ENTIRELY OVER THE GATE WAVE NUT AFTER INSTALLATION IS COMPLETE. NOTES:
<br /> 4. ALL VALVES SHALL BE TIED WITH Ye THREADED TIE RODS TO THE MAIN. MEGA
<br /> LUGS MAY BE USED IN LIEU OF TIE ROODS. 1. CONCRETE 6"THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE
<br /> 5. THE INITIAL&FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL N O SCALE PAVEMENT SECTION BASED ON PAVEMENT SECTION BASED ON FABRIC OR REINFORCING BARS.CONCRETE 7"THICK OR GREATER SHALL BE
<br /> TO THE PROJECT. REINFORCED PER GEOTECHNICAL RECOMMENDATIONS.
<br /> GEOTECHNICAL REPORT BY DATED GEOTECHNICAL REPORT BY ,DATED 2. SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH
<br /> PLATE NO. HU-W-3 120_ 120_ 225 SQUARE FEET OF AREA OR LESS(15 FEET BY 15 FEET).
<br /> 66 3. SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR
<br /> VALVE BOX REVISION REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED
<br /> HUGO DATE : APRIL 2015 AND/OR COLD JOINTS.
<br /> INSTALLATION . .• •
<br /> LOUCKS PLATE NO. LOUCKS PLATE NO. LOUCKS PLATE NO. LOUCKS PLATE NO.
<br /> NAL SIGNATURE
<br /> STANDARD BITUMINOUS HEAVY DUTY BITUMINOUS CONCRETE PAVEMENT CONCRETE SIDEWALK I hereby certify that this plan,spe I ationorre�Ortwas
<br /> ■ LO U C KS 2031 OEM Lo U C KS 2032 OEM Lo U C KS 2033 � Lo U C KS 2034 prepared by me or under Ire s ery that
<br /> PAVEMENT SECTION PAVEMENT SECTION SECTION SECTION I am a duly License^�Protssi I Ecr§i1� nder the
<br /> DRAWN 12/2016 DRAWN 12/2016 DRAWN 12/2016 DRAWN 12/2016 laws of the State
<br /> \'on�,.,'\nesoQta.C
<br /> TT Louth-PE
<br /> License-I`�o�� 20383
<br /> Date
<br /> HANDICAP SIGN/BOLLARD(TYP)
<br /> (SIGN TO COMPLY WITH MINNESOTA RULES QUALITY CONTROL
<br /> 1341.0502 12"x18"STANDARD HANDICAP PARKING
<br /> SIGN WITH SEPARATE'VAN ACCESSIBLE'
<br /> CESSI LE RO TE RESERVE PANEL.GREEN LETTERING AND BORDER Loucks Project No. 22012
<br /> PARKING ON WHITE BACKGROUND.SYMBOL OF Project Lead JJ D
<br /> Z o _ ® ACCESSIBILITY SHALL BE 4"x4"AND BE
<br /> QDrawn By HW
<br /> W HARTE ON A DWARE PER SIGN SUPPLIER'SLUE LID.USE PAVEMENT SECTION VARIES Checked By TWM
<br /> Q N TC-0 TC=O TC=O RECOMMENDATIONS.
<br /> I- GL=O GL=O - GL=O CONCRETE SIDEWALK- ReVIeW Date O$�OS�22
<br /> LLI = _vAly, HC SIGNAGE PER MINNESOTA SLOPE GUTTER TO MATCH
<br /> 0 y RULES 1341.0502 EMERGENCY OVERFLOW- PARKING LOT DRAINAGE WIDTH&SECTION VARY
<br /> C=0 it CLASS 2 RIP RAP OVER REFER TO SITE PLAN SHEETINDEX
<br /> > GL=O AS SPECIFIED GEOTEXTILE FABRIC TIP GUTTER OUT AS REQ'D
<br /> U 12"x6"STANDARD'VAN
<br /> ACCESSIBLE'PANEL.GREEN 1/Z"RAD. C1-1 EXISTING CONDITIONS
<br /> FLAT CURB LETTERING AND BORDER ON 3/8"LIP C1-2 DEMOLITION PLAN
<br /> Op 131612 CURB B612 CURB WHITE BACKGROUND.
<br /> U &GUTTER &GUTTER C2-1 SITE PLAN
<br /> m FULL HEIGHT CURB ENTIRE WIDTH OF HC STALLS 2"DIA.6'LONG MIN. p p p p e C3-1 GRADING PLAN
<br /> iE GALVANIZED SCHEDULE 40
<br /> +• I I STEEL PIPE. EMBED IN CONCRETE n C3-2 SWPPP PLAN
<br /> Q HANDICAP SIGN(TYP) I I FILLED BOLLARD 2 AS dd c ° e a c d C3-3 SWPPP NOTES
<br /> V) (SIGN To COMPLY WITH MINNESOTA SPECIE/Fp e d n
<br /> 0 RULES 1341.0502 y
<br /> 6"DIA.SCHEDULE 40 a C4-1 UTILITY PLAN
<br /> p I I ETAILS
<br /> GALVENZIED STEEL PIPE
<br /> I 6'LONG MINIMUM AGG.BAST L1-1 t0 TREE CIVIL N INVENTORY
<br /> B 12 cuR ACCESSIBLE ROUT I I VARIES L2-1 LANDSCAPE PLANS
<br /> & UTTE I I HEAVY DUTY HDPE DOME TOP L3-1 LANDSCAPE DETAILS
<br /> J
<br /> V CL DECORATIVE SLEEVE YELLOW IN COLOR.
<br /> Q N C-0 TC=O TC=O I I AVAILABLE FROM MIN.OF 4"
<br /> Q L=-O. G =0 L=0 BOLLARDSNSLEEVES.COM OR EQUAL. AGG.BASE UNDER
<br /> t7
<br /> C=0 C=0 TC=O TC=O -III •'I �. III- GRADE AT PARKING SURFACE CURB(IF TOTAL
<br /> -I I I I= THICKNESS OF
<br /> p L=-0.5 = = = • -III •I I III-Q FLAT CURB SECTION ALLOWS)
<br /> I-
<br /> 8"
<br /> i2 4"WIDE PAINTED LINES, III I III= U SUBGRADE. 12"COMPACTED 15"COMPACTED
<br /> N o �HO.E UNDISTURBED.,�45 TRAFFIC �I I :l I• I I AGG.BASE CL.5
<br /> on1 p (AISLE TO CONTAIN THE �-
<br /> DESIGNATION"NO I II I I I I II I I-I TOP OF BERM 20 APPROVED SUBGRADE
<br /> O PARKING"COMPLYING -II 'I �' III- NOTES:
<br /> _ 1. BOLLARDS TO BE PLACED 12"BEHIND PONDING OVERFLOW ELEVATION
<br /> N WITH MSBC 1341.0502) 1 II I I' I I I-i I BACK OF CURB OR SIDEWALK(REFER AREA O AS SPECIFIED SPECIFICATION NOTES:
<br /> -I I I I I= To SITE PLAN.) PROTECT SLOPE WITH RIP 1. UPON COMPLETION,CURBING SHOULD BE SPRAYED WITH A
<br /> 4"WIDE PAINTED
<br /> I I II I'• I I I-_I 2. MAINTAIN PLUMB UNTIL CONCRETE IS RAP&FABRIC. MEMBRANE CURING COMPOUND PER MNDOT 3754.
<br /> I
<br /> -I I ••L•_J I I SUFFICIENTLY CURED. PAVEMENT SECTION BASED ON
<br /> 2. EXPANSION JOINTS AT MAX.SPACING OF 200'.
<br /> CL LINES,TRAFFIC
<br /> 3. CONSTRUCT IN ACCORDANCE WITH MN DOT 2531.
<br /> WHITE - III= 3. HOLD CONCRETE FOOTING BELOW GEOTECHNICAL REPORT BY ,DATED
<br /> - I I GRADE OF FINISHED CONCRETE TO O 000 0 20_
<br /> _ I III CREATE FINAL PAVING PATTERN AS 0 0000
<br /> LO 18"DIA. SHOWN ON PLANS.
<br /> N 8'-0" 8'-0" W-0" 9'-0" 4. SIGN CENTERED AT HEAD OF PARKING
<br /> (D SPACE-MAXIMUM OF 96"FROM HEAD CIVIL DETAILS
<br /> N FULL HEIGHT CURB WITH FLAT CURB AT ACCESS AISLE OF PARKING SPACE.
<br /> ,It
<br /> O LOUCKS PLATE NO. LOUCKS PLATE NO. LOUCKS PLATE NO. LOUCKS PLATE NO. LOUCKS PLATE NO.
<br /> 00 i■ LOUCKS TYPICAL ADA PARKING 2036 �■ LOUCKS TYPICAL ADA PARKING 2038A �■ LOUCKS BASIN OVERFLOW 3010 LOUCKS FLAT CURB AND 2012 LOUCKS GRAVEL STREET SECTION CUSTOM
<br /> SIGN / BOLLARD COMBO GUTTER (12") •
<br /> DRAWN 12/2016 DRAWN 03/2017 DRAWN 2/2016 DRAWN 2/2016 DRAWN 08/2022 C8m2
<br /> a-•
<br /> 4-
<br /> O
<br /> d
<br />
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