|
PRO P ` I I✓ I REMOVE EXISTING PAVEMENT
<br />P N N AS NECESSARY FOR NEW
<br />N N I T� I " ZONED: B-3I(HIGHWAY BUSINESS) \ CONNECTION NOTE: ALL EXISTING 8" VCP SANITARY SEWER NOTE: ALL EXISTING b" CIP WATER MAIN
<br />AREPLACE PAVEMENT AS PER LOCATED BETWEEN NORTH BUILDING WALL LOCATED BETWEEN EXISTING HYDRANT
<br />NOT0 T PLA TEI+✓1 eQISTING ROAD ENTRANCECOUNTY AND/OR CITY AND NEW SANITARY MANHOLE (SANMHI) (NORTH) AND NEW HYDRANT PIPE TEE BLOCK I I REMOVE EXISTING DRIVEWAY ENTRANCE REPLACE WITH SIDEWALK PER COUNTY \ REQUIREMENTS SHALL BE REMOVED OF, AND DISPOSED OF CONNECTION (SOUTH) SHALL BE REMOVED
<br />\ OFF-SITE OF, AND DISPOSED OF OFF-SITE
<br />REPLACE WITH SIDEWALK PER COUNTY REQUIREMENTS
<br />REQUIREMENTS h
<br />RIM=906.59 6618 CURB & CONNECT TO EXISTING
<br />INV=902.05 a GUTTER (TYP) a 12" CIP WATERMAIN PER
<br />CITY REQUIREMENTS
<br />RIM=906.86 RIM=907.00 COUNTY ROAD f B618CURBP N COOS RETE S 89 4628 W 965.83
<br />SIDEWALK (TYP) (WET TAP) o
<br />INV -894.60 INV SE=901.88 CONCRETE ( )
<br />- INV 5=896.15 - - SIDEWALK (TYP)
<br />N 89046'28" E 1318.36 SN 7, SN SN SN SN 8.. C.p. SIN SN EXISTING RIM 07. 4 8° 45° BEND �N EXISTATCING
<br />CENTER OF
<br />RI =90F 3 O � 8" 22�° BEND \EXISTING SEC. OF SEC.
<br />CURB HYDRANT IN V= SIDEWALK
<br />G
<br />4_1 T GUTTER 2"CIP I V- M I O 8" C900 PVC 8, T.30, R.23,
<br />W1/4 CORNER I I I I I I \A CURB TTER (TYP) cuRe c
<br />OF SEC. 8, U' CUR CU4y NOTE: EXISTING SANITARY, WATER, AND STORM
<br />r� O OHP OHP OHP OHP OHP O p Ems,'
<br />T.30, R.23. �n I G STUBS, WHICH WILL NO LONGER BE IN USE, SHALL BE
<br />EXISTING _RI=9�MATCH-� _ _ _ � _ _ - - o - \ REMOVED TO THE MAIN AND CAPPED/PLUGGED.
<br />iNV=9G�., - - 45° N CONTRACTOR SHALL FIELD VERIFY EXISTING STUBS,
<br />SIDEWALK / K 30 ° WHICH MAY NOT BE SHOWN ON THIS PLAN, OR THE
<br />EXISTING 30 30 - - -a ° = - - - - - - - - -=�0. �S8 �" - �+ - " I` g cc ASSOCIATED SURVEY.
<br />HYDRANT
<br />Ivi � OR EOF
<br />I CON'C-RF`E
<br />SIDEWALK (TYP) 8" SANITARY SERVI SEC. 8, .23. \ \
<br />I (EXISTING VCP SAA SEWER) m Ln
<br />[SURFACING
<br />E: VERIFY PATIO INV @ BLDG = �`k�� I \ \
<br />ZONED: R-2 v I W/ OWNER \
<br />(SINGLE & TWO FAMILY RESIDENTIAI \ \\ T \ SOUTH BOUND CL
<br />CONCRETEI THICKENED EDGE 8" COMBIN�D WATER \ OF STATE TRUNK
<br />SIDEWALK (TYP I r�i I ERVICE W/ 8' TE \ \ HIGHWAY NO. 10-62
<br />SIDEWALK (TYP) � � v 47 0 � "'�
<br />_ I EAST LINE OF THE I\ VeLVE & BOA Pr
<br />OFT OF �� �
<br />PROPOSED
<br />NEl/4 THE 5 1/4BUILDIN
<br />EC. 8, \ ��
<br />Lu I MFE = 914.50 ° ' . I 0m \ A ('p \ \ \ \
<br />\ j -{ I GFE = 903.50 \ Off,
<br />A �mMma)ffl_ G,6/
<br />O I ac� CONCRETE -9ab ' EDGE
<br />I I SIDEWALK (TYP)' 8612 CURB & CURB CUT �, THIo1cENE�
<br />O OO I GUTTER (TYP) HYDRANT II II ll2 RB ° SIDEWfLi� (TYP) / \ \ \ \ IT -
<br />6"
<br />O I 6 B AXE VAL E �1 ( P) 9 I
<br />CL: �5 /RIM=905.8 ° 06.11 I \ \ \ C
<br />2 v I INV=900.2 ° I I 6" 4 BE I
<br />ao
<br />Ln ST ST /5T-,
<br />BITU IN US I 6" l° N ° EASTINTELIN IN OSE � WEST \ \ \�\ \ \ `'� 9 H
<br />ZONED: R-1 (SINGLE FAMILY RESIDENTIAL Q THICKE D EDGE PA EM NT (Y m I I \ \\ \ EXIS G
<br />c I 475 FT & 56UTH LINE \ \
<br />RIM -905. SIDEV (TYP) ° OF NORTH 1901 FT \ \ \ \ 'I EWr 01
<br />- I INV -900. 7. v o � OF NEI/4 OF 521/4, O
<br />RIM=903.79 I - M= 06.01 SEC. 8, T.30, R.23.\
<br />INV=901.64 ST T ST ST ST ST 15"R.C. -90185/ SW'LY F \ \ \
<br />RIM -904.44 IM=905.87 = STATE TR \ \ \ \\
<br />5-121, V=899.81 CONCRETE I V-9 Tf T z1vo I I 2 -FT V LLEY HIGHWA`' ^' 2 \ \
<br />RIM=903.79 SIDEWALK (TYP) GUTTER JT P) C CRE
<br />\ \ SIDE LK ( \ \
<br />INV -901.45 � 903.61 IAll� ARA L L E O °
<br />' THICKENED EDGE
<br />R M=903.57 1 F T 5\
<br />I V= 00.6 SIDEWALK (TYP) \ \
<br />2 -FT VALLEY bl CUB OF 61 3 &R.2 KI E M NT \ \ \
<br />MATCH INSULATE' GUTTER (TYP) B I q G ER p \ \ \ \
<br />BL OCK EXISTING I SANITARY SEWER, n r. - - _ - ' I IDD O. I \ \ \ y
<br />SIDEWALK AS NECESSARY \ I
<br />T IN S CONCRfTE 6"X6' EE I EL ITU
<br />/ E N (Y)
<br />SIDE (TYP)I cn 6" 45 BENq ^ SFOR E fjAVE ENT (TYP) \� \O \
<br />CONNECT TO EXISTING / FIF/ CURB Cl I 0 I - L - I B612 CUMI US 6612 CURB&
<br />SANITARY MANHOLE I ,-, v 6"G ` �_ _ _ _ GUTTER (TY & ° i PA MENT (TY GUTTE�(fYP)
<br />\ (FIELD VERIFY)
<br />I 30 30 m 9P \�O \ \ \ \ \
<br />CORE DRILL W/ BOOT 363 FT OF I �g TH\-
<br />( ) I _ ELECTR1, 4 OF THE SW_ u 6" 1 ° BEND EN ER DOC. T 365.46 T OF
<br />THE NE1/4 OF
<br />REMOVE EXISTING
<br />PAVEMENT AS NECESSARY E
<br />FOR NEW CONNECTION - - - - - -
<br />6"C900PVC 11 6" C9 PVCH
<br />I �_ - - �- -----=�FIP--------------------� \ \ \
<br />REPLACE PAVEMENT AS I - - - - - - SAN H 1
<br />PER CITY REQUIREMENTS HYDRANT
<br />8" PVC SANMH3 CONCRETE b" GATE VALVE @ 0.46% I INV S 9897.61 HYDRANT
<br />@ 0.46% RIM = 904.75 SIDEWALK (TYP) &BOX CONNECT TO L I INV W = 897.51 6" GATE VALVE
<br />CONNECT TO EXISTING INV E = 896.10 6" 450 BEND EXISTING 6" I - Z I INTERSECTION OF RETAINING WALL &BOX
<br />WATERMAIN 4 INV NW = 896.00 8612 CURB & WATERMAIN LENGTH = 34 LF CONCRETE \
<br />EAST LINE OF WEST � \
<br />R 907.1 HEIGHT= 0 TO 1.5 -FT
<br />b" GATE VALVE &BOX GUTTER (TYP) SANMH2 6"X6" TEE 330 FT &SOUTH LINE SIDEWALK (TYP)
<br />CONCRETE RIM = 907 N b" GATE VALVE =897.8 ZONED: PUD (PLANNED UNIT DEVELOPMENT)
<br />DRIVEWAY IN E8 &BOX I OF NORTH 365.46 FT ZONED: R-4 (HIGH DENSITY RESIDENTIAL) I I O N
<br />v 6 I ENTRANCE �N t� i OF NEI/4 OF SWl/4, , ADD
<br />/" ` SEC. 8, T.301 R.23.RAE
<br />ZONED: R-1 (SINGLE FAMILY RESIDENTIAL) CONNECT TO EXISTING I CONNECT TO EXISTING
<br />WATERMAIN I SANITARY SEWER N N D V
<br />b" GATE VALVE & BOX INV = 897.64 I �J V
<br />Q� I NOT 8618 CURB & I i (FIELD VERIFY) C T E
<br />GUTTER (TYP) I BITUMINOUS
<br />PAVEMENT (TYP) BL OCK 5 BL OCK I
<br />cc MATCH EXISTING G C
<br />PAVEMENT, AND C
<br />CURB & GUTTER
<br />BITUMINOUS PAVEMENT SECTION
<br />1�' BITUMINOUS WEARING
<br />COURSE (MNDOT 2360 TYPE
<br />S P W EA340B)
<br />TACK COAT BETWEEN
<br />BITUMINOUS COURSES
<br />1�' BITUMINOUS BASE
<br />COURSE (MNDOT 2360 TYPE
<br />SPNWB330B)
<br />b" MNDOT CLASS 5
<br />AGGREGATE BASE
<br />APPROVED COMPACTED
<br />SUBGRADE
<br />NTS
<br />2'-0'
<br />1
<br />VALLEY GUTTER
<br />CONCRETE
<br />SEE PLANS FOR
<br />8„ GUTTER SLOPE
<br />2" MIN COMPACTED
<br />CLASS 5 BELOW VALLEY
<br />GUTTER
<br />APPROVED COMPACTED
<br />SUBGRADE
<br />NTS
<br />CONTRACTION AND EXPANSION JOINTS SHALL
<br />BE CONSTRUCTED AS PER MNDOT SPEC.
<br />2521.3C2
<br />CONCRETE SIDEWALK SECTION
<br />ENGINEER WITH THE TOTAL DRAINAGE FIXTURE UNITS (DFUs) FOR THE INTERIOR 00)
<br />O
<br />PLUMBING TO VERIFY THE CORRECT SIZING AND SLOPE OF THE SANITARY SEWER LL
<br />(0 � p
<br />U
<br />SERVICE
<br />�V)
<br />O
<br />T
<br />C
<br />O
<br />Q�
<br />z
<br />'j
<br />W
<br />O
<br />N
<br />UTILITY AND SURFACING NOTES:
<br />0
<br />Q>_
<br />_
<br />Q z
<br />N �
<br />-5
<br />U
<br />LQ
<br />p
<br />WATER AND SANITARY SEWER UTILITIES
<br />O
<br />o E
<br />V
<br />Q�
<br />J
<br />(D 0
<br />1. WATER MAIN AND ANY WATER SERVICE LINES SHALL BE PLACED AT A MINIMUM DEPTH
<br />OC Z
<br />O
<br />OF 8 FEET BELOW FINISHED GRADE.
<br />O
<br />c9
<br />N =
<br />O
<br />� N �
<br />2
<br />O-0
<br />2. IF CONFLICTS ARE DISCOVERED WHERE WATER MAIN CROSSES EXISTING SANITARY
<br />OU
<br />SEWER, SERVICE LINES, OR STORM SEWER, THE WATER MAIN SHALL BE RAISED OR
<br />m
<br />N
<br />LOWERED APPROPRIATELY WHILE STILL MAINTAINING A MINIMUM DEPTH OF 8 FEET BELOW
<br />U .O
<br />FINISHED GRADE.
<br />W
<br />N'j
<br />1 ''=40'
<br />3. INSULATION SHALL BE PLACED AT ALL LOCATIONS WHERE STORM SEWER CROSSES
<br />Q
<br />SANITARY SEWER, WATER MAIN, OR ASSOCIATED SERVICES. INSULATION SHALL CONSISTC)}
<br />OF AN 8 -FT X 8 -FT SQUARE OF 3" -THICK RIGID INSULATION. INSULATION SHALL BE PLACED
<br />U
<br />Q U N
<br />BETWEEN THE STORM SEWER AND PIPE CROSSING WITH THE EDGES OF THE INSULATION
<br />� .� �
<br />PARALLEL TO THE PIPING AS MUCH AS POSSIBLE.
<br />C) N
<br />4. INSTALL SANITARY SEWER SERVICE LINE CLEANOUTS AS REQUIRED BY THE
<br />MINNESOTA PLUMBING CODE
<br />O
<br />N
<br />c
<br />U >
<br />5. SEE SHEET C3 FOR STORM SEWER GRADING, AND SHEET C2 FOR MISCELLANEOUS
<br />U
<br />O N
<br />DETAILS RELATING TO THE PLACEMENT OF THE UTILITIES.
<br />N
<br />�
<br />w
<br />6. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING
<br />__Q
<br />UTILITIES PRIOR TO ANY CONSTRUCTION.
<br />z
<br />0
<br />7. PRIOR TO CONSTRUCTION OF SANITARY SEWER, AND ORDERING ASSOCIATED
<br />MATERIALS, THE CONTRACTOR'S PLUMBING DESIGNER SHALL PROVIDE THE
<br />ENGINEER WITH THE TOTAL DRAINAGE FIXTURE UNITS (DFUs) FOR THE INTERIOR 00)
<br />O
<br />PLUMBING TO VERIFY THE CORRECT SIZING AND SLOPE OF THE SANITARY SEWER LL
<br />(0 � p
<br />U
<br />SERVICE
<br />O r
<br />O
<br />z
<br />z
<br />w
<br />c� i coo
<br />ILL]
<br />�'
<br />C
<br />W
<br />N �-
<br />z
<br />OO N
<br />z
<br />M N
<br />z
<br />'j
<br />W
<br />O
<br />N
<br />W
<br />LL L
<br />_
<br />Q z
<br />U
<br />.2 Z (n
<br />8. CONNECTION TO EXISTING UTILITY STRUCTURES SHALL BE DONE UNDER SUPERVISION ' ^ U
<br />OF PUBLIC WORKS STAFF, AND SHALL BE COMPLETED BY CORE DRILLING INTO W V 0
<br />EXISTING STRUCTURE. a Q 4
<br />N
<br />9. PUBLIC WORKS STAFF SHALL OPERATE ALL WATER MAIN GATE VALVES. CONTRACTOR
<br />IS RESPONSIBLE TO NOTIFY AFFECTED PROPERTY OWNERS AT LEAST 24 -HOURS IN ADVANCE
<br />OF WATER SUPPLY DISRUPTION. PUBLIC WORKS WILL PROVIDE A MAP OF AFFECTED
<br />PROPERTIES FOR CONTRACTOR'S USE.
<br />10. WET TAPPING OF EXISTING 12" CIP WATER MAIN SHALL BE DONE UNDER SUPERVISION
<br />OF PUBLIC WORKS STAFF. CONTRACTOR SHALL COORDINATE THIS WORK AND PROVIDE
<br />A MINIMUM OF 48 -HOURS NOTICE. OUTSIDE OF NORMAL WORKING HOURS (BEFORE
<br />7:OOAM OR AFTER 3:OOPM) MAY RESULT IN ADDITIONAL STAFF TIME CHARGES.
<br />11. CONNECTION TO EXISTING WATER MAIN SHALL BE DONE UNDER SUPERVISION OF
<br />PUBLIC WORKS STAFF. CONNECTION SHALL BE COMPLETED BY WET TAP.
<br />SURFACING
<br />1. SUBGRADES SHALL BE SCARIFIED AND/OR COMPACTED AS NECESSARY TO ATTAIN
<br />THE REQUIRED COMPACTION DESCRIBED IN THE GENERAL NOTES (SHEET Cl).
<br />TEST ROLLING OF THE SUBGRADE SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICAL
<br />ENGINEER OR TECHNICIAN. LOCATIONS EXHIBITING EXCESSIVE RUTTING (PER MNDOT
<br />SPEC. 21 1 1) SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER PRIOR TO
<br />THE PLACEMENT OF AGGREGATE BASE. COMPACTION TESTING IN UTILITY TRENCHES
<br />SHALL BE PERFORMED BY AN INDEPENDENT TESTING FIRM.
<br />2. GRAVEL BASE COURSES SHALL BE ROLLED AND COMPACTED. TEST ROLLING OF THE
<br />GRAVEL BASE SHALL BE OBSERVED BY A SOILS ENGINEER TO VERIFY STABILITY.
<br />3. ALL EXISTING BITUMINOUS OR CONCRETE EDGES, WHICH WILL ABUT NEW BITUMINOUS
<br />OR CONCRETE SURFACING SHALL BE SAWCUT TO OBTAIN A VERTICAL EDGE.
<br />4. EXPANSION JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE NEW CONCRETE
<br />ABUTS EXISTING CONCRETE, AND AT ALL LOCATIONS WHERE SEPARATE CONCRETE
<br />POURS ABUT EACH OTHER.
<br />5. SEE SHEET Cl FOR SPECIFICATIONS REGARDING THE CONSTRUCTION OF PAVEMENTS,
<br />AND CURB AND GUTTER.
<br />6. STREET PAVEMENT REMOVAL ASSOCIATED WITH NEW UTILITY CONNECTIONS SHALL BE
<br />RECTANGULAR IN SHAPE, AND SAWCUT PLUMB. PAVEMENT PATCHING SECTION SHALL
<br />MATCH THE EXISTING PAVEMENT SECTION, TO BE FIELD VERIFIED.
<br />4" CONCRETE
<br />(MNDOT CONCRETE MIX 3F52)
<br />PARKING
<br />LOT 4" CONCRETE
<br />(MNDOT CONCRETE MIX 3F52)
<br />1" CHAMFER
<br />4" MNDOT 3149.262 SELECT
<br />GRANULAR BORROWT4
<br />6',
<br />APPROVED COMPACTED
<br />SUBGRADE
<br />4" MNDOT 3149.262 SELECT
<br />GRANULAR BORROW
<br />CONTRACTION AND EXPANSION JOINTS SHALL
<br />BE CONSTRUCTED AS PER MNDOT SPEC. APPROVED COMPACTED
<br />2521.3C2 SUBGRADE
<br />NTS
<br />THICKENED EDGE SIDEWALK
<br />NTS
<br />UTILITY & PAVING PLAN
<br />Z
<br />w
<br />-a
<br />ILL]
<br />�'
<br />C
<br />W
<br />N �-
<br />z
<br />N
<br />C
<br />O
<br />O
<br />C
<br />_J
<br />n
<br />O
<br />N
<br />W
<br />L
<br />U
<br />Q z
<br />U
<br />Q
<br />Lu
<br />V
<br />>
<br />r
<br />(y)
<br />CO
<br />z
<br />OC Z
<br />O
<br />c9
<br />N =
<br />O
<br />� N �
<br />NUMBER:
<br />Z
<br />O
<br />U
<br />CIOLu
<br />0
<br />cn w
<br />Z
<br />O o
<br />V)
<br />w O N ��
<br />� z
<br />w
<br />z
<br />O
<br />n
<br />Z
<br />Q z
<br />Ow
<br />Lu
<br />V
<br />>
<br />O <
<br />z
<br />UQ
<br />PROJECT
<br />NUMBER:
<br />'>
<br />0
<br />19007
<br />SCALE:
<br />o_
<br />1 ''=40'
<br />0
<br />C6 OF 6
<br />
|