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C900 PVC WATER CASING 2"BITUMINOUS WEARING
6-FT FROM 3-FT FROM PIPE 3-FT MAX COURSE(MNDOT 2360 TYPE N
SPIGOT END BELL END (TYP) SPWEA340B) O N
PIPE BELL END71 1 co c
N
TACK COAT BETWEEN 3 0 N U
BITUMINOUS COURSES 1' b" 1'-6" `
CONCRETE Q>+
N
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2"BITUMINOUS BASE co
PIPE BELL END COURSE(MNDOT 2360 TYPE
O cis O
SPNWB3306) SEE PLANS FOR O
LINK SEAL,END SEAL, LINK SEAL,END SEAL, J. '• +� N
,; ;�' 8„ GUTTER SLOPE L M
OR BULKHEAD ENDS CASING OR BULKHEAD ENDS —__ 8 `• '`i:•': .=:•..'•;'�;;•�,'.: .'.. O_c O
"MNDOT CLASS S ''i•: .; .:,• .:.•'.. :'•:..: .:.•'...".:.+. C
OF CASING PIPE W/ STAINLESS STEEL OF CASING PIPE W/ c
_ _ _ _ AGGREGATE BASE
CONCRETE BRICK SPACERS (TYP) CONCRETE BRICK AND MINIMUM CASING 8� WALL THICKNESSES I—III—I I—I 1=III—III III,;I I—I I—I I—_—I I o c O
AND MORTAR (TYP) MORTAR (TYP) WATER MAIN SIZE MIN.CASING SIZE MIN.WALL THICKNESS III—III—I I; I 1—"' I I —I I=III—I co ,� z
_I 2"MIN COMPACTED U O O O
CASING NOTES 6" 18" 0.250" III= �I -III.. APPROVED COMPACTED
CLASS 5 BELOW � O O N
SUBGRADE 1 I—I I�I I I—I 11=1 I I— —III +1 c
VALLEY GUTTER U N cd N
III—III—III—III—I 11= Q? N U
8" 20" 0.250" i—iii—iir—iii—i i r—iii—iii _
1. EVERY PIPE SECTION SHALL HAVE A MINIMUM OF 2 SPACERS -_! APPROVED COMPACTED N O O J
12" 24" 0.250" Q
2. CASING PIPE SHALL BE WELDED STEEL WITH A MIN.YIELD OF 35,000 PSI WALL THICKNESS AND SHALLSUBGRADE c 7 +�
16" 30" 0.375" co N w-
BE AS DESIGNATED BY THE PERMITTING AUTHORITY. CASING PIPE THICKNESS SHALL NOT BE LOWER O
THAN 0.250". STEEL CASING PIPE SHALL BE COATED INSIDE AND OUT WITH BITUMINOUS ASPHALT 20" 36" 0.500" ( W N 3
COATING. 24" 42" 0.500" «$ cis
3. CASING SPACERS SHALL BE STAINLESS STEEL AS MANUFACTURED BY CASCADE WATERWORKS BITUMINOUS PAV EM ENT S ECTI O N 1 VALLEY GUTTER co D_
MANUFACTURING,ADVANCED PRODUCTS&SYSTEMS,INC.,OR APPROVED EQUAL. 2 3 +.• L N
NTS 1 NTS O N O
L j N
WATER UTILITY STEEL CASING
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CONCRETE
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/rti \ 191 FLOOR SLAB
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( #4 BARS
r \ \ 4"(TYP) 4"(TYP)
\ LlFFE....., 890.57
in
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JOINT
EXTERIOR
CONCRETE
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NOTES: O
1. REINFORCEMENT SHALL BE PROVIDED AT ALL BUILDING ENTRANCES WHERE EXTERIOR c') co
CONCRETE ABUTS CONCRETE FLOOR SLABS ❑ M (0
w
r G i t` ❑ O CO O
2. BAR SPACING: 12"O.C.FOR 8"CONCRETE M N O
18"O.C.FOR 6"CONCRETE ❑ v, V
Q C} Sf \ FFE_ ' i W L X : C
~^ 1{ i 3. BARS SHALL BE PLACED AT THE CENTER OF THE THINNEST APRON OR SLAB,BUT SHALL F-1
a Lx
V'�
r t` 1 HAVE A MINIMUM BAR COVER OF 3" ❑ N
3-FT VALLEY GUTTER � f j
d,Dm S @ 0.50% O
ui
\ ._ J 4. BARS SHALL BE PLACED ACROSS TOTAL WIDTH OF BUILDING ENTRANCE c
/ II � ? it t C
tc, S ADJACENT CONCRETE "
FE 8 1 ENTRANCE/FLOOR SLAB JOINT REINFORCEMENT ❑ b °
SHALL BE TIED TO FLOOR {. � c
///
SLAB AS PER 3/C5 ;` NTS a N
\ / > N
� - MATCH EXISTING z
O NUT� W b )� � �� ° "� 33 \~ PAVEMENT(7YP)r � � co
/ \ .\ � N
/ (88 tr _
ID
BITUMINOUS cl Z PAVEMENT ' V) M(TYP) WATEROUS WB67 :3C14
O —
,. r HYDRANT OR fn C
1 i FLEXIBLE HYDRANT APPROVED « co eco
EQUIVALENT MARKER a',, r(n(n
/vr \ PROPOSED BUILDING / i3;
\\ ~- ADDITION TO MATCH j
\ ,
BITUM NOUS
MATCH EXISTING EXISTING FLOOR ELEVATION TOP OF CASTING: BREAKOFF SECTION
`, VEMENT(TYP) PAV ENT FFE 89 11 (FIE D VERIFY) �'BELOW GRADE IN PAVED AREAS
/ Q / � 4
/ o� Vr / (TYP) r a!` �x « L A AT GRADE IN TURF AREAS ATTACH TRACER WIRE
�CO ECT TO EXIS NG l ' / TO HYDRANT LUGNUTS
/ _..__... _.. ATER MAIN (
.r' 6" �,I C`9 S�• OR C900 PV
IttD VERIFY L A ) AL \ I/ 2-0"
I '
' F )
C
FINISHED SURFACE
Q 6 11j°BEND
Al/ � � � 1 ,• I TYLER SERIES 6860 Cl 3-PIECE W co
VALVE BOX W/BASE,OR 3'-0" 2"MINIMUM GROUND r r
' ! N APPROVED EQUIVALENT CLEARANCE 0)
WATEROUS SERIES 2500 DI O O �
d 1 RESILIENT SEATED GATE VALVE 12 AWG TRACER WIRE
OR APPROVED EQUIVALENT WITH"BLUE"COATING
co N
\ \ ST\ I (FOR C900 PVC) IZ co
i ADAPTER INC.GATE VALVE C 3 ? N
i BIT US, ADAPTER AND GASKET OR MNDOT 3733 TYPE 4 N
PAVEMENT'._.,-=.•__ / *'U m
s f APPROVED EQUAL GEOTEXTILE FABRIC E c L co
(TYP) _/` l AROUND WASHED a CO N
HEUr \ L .m= lg 8` \ STONE 6 Q" O
,MATCH EXISTIN S / W07 c
co Mn>
PAVEMENT �1 P E N
( ) �:_._ WASHED STONE- CY MIN. N
N
l \S ABOVE BX
HEBOTTOMOFTENDED LL "O
l .` = \ /
THE VALVE BOX BASE) Q Q
C T MATCH EXIS NG
PAVEMENT P), r N O
REMOVE EXISTING SURFACING AS WATER MAIN MEGALUG RESTRAINT CONCRETE BLOCK
1 (USE TIE RODS IF
\ ctr T �% NECESSARY FOR WATER MAIN ,o ( i \ / REQUIRED BY LOCAL
CONSTRUCTIONUTILITY)
00
REPLACE SURFACING TO PRE-DISTURBED I ti
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Q CONDITIONS (VERIFY W/OWNER) aQ O
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UTILITY AND SURFACING NOTES: °' `�. 1 / f NOTES z � U 0°
�- W r
i O
1. MAINTAIN PLUMB VALVE BOX WITH SETTING ROD w
t
WATER UTILITIES
2. GATE VALVES LOCATED IN CONCRETE AREAS SHALL HAVE A METAL SEPARATOR w U Z
1. WATER MAIN AND ANY WATER SERVICE LINES SHALL BE PLACED AT A MINIMUM DEPTH 1 BETWEEN THE VALVE BOX AND CONCRETE Q J J z W _j Q
co
OF 8 FEET BELOW FINISHED GRADE. SURFACING * " J W J
EQUIPMENT PAD, RAMP'ELEVATIONS D SC��PE c
FOR'FORKLIFT AC SS TO"BE:` Q Q (A J
3. PIPE SHALL HAVE 8-FT MIN.COVER m
1. SUBGRADES SHALL BE SCARIFIED AND/OR COMPACTED AS NECESSARY TO ATTAIN (SEE STRUCTURAL `, FIELD VERIFIED WI ;OWNER' Q c0c Q W W
2. IF CONFLICTS ARE DISCOVERED WHERE WATER MAIN CROSSES EXISTING SANITARY THE REQUIRED COMPACTION DESCRIBED IN THE GENERAL NOTES (SHEET Cl). FOR EQUIPMENT 4. HYDRANTS SHALL BE SHIPPED PLUGGED AND TAGGED. PLUGS AND TAGS MAY BE Z O G U Z
SEWER,SERVICE LINES,OR STORM SEWER,THE WATER MAIN SHALL BE RAISED OR TEST ROLLING OF THE SUBGRADE SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICAL PAD SECTION) REMOVED AT THE PROJECT SITE. d U N W J
LOWERED APPROPRIATELY WHILE STILL MAINTAINING A MINIMUM DEPTH OF 8 FEET BELOW ENGINEER OR TECHNICIAN. LOCATIONS EXHIBITING EXCESSIVE RUTTING (PER MNDOT 7 W CV 0 [r Z)
FINISHED GRADE. d O U W Q
SPEC.21 1 1)SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER PRIOR TO r�� � I � � � 0-
THE
THE PLACEMENT OF AGGREGATE BASE. COMPACTION TESTING IN UTILITY TRENCHES SHALL BE
i
3. INSULATION SHALL BE PLACED AT ALL LOCATIONS WHERE STORM SEWER CROSSES PERFORMED BY AN INDEPENDENT TESTING FIRM. I i HYDRANT
SANITARY SEWER,WATER MAIN,OR ASSOCIATED SERVICES. INSULATION SHALL CONSIST 6"GATE VALVE
OF AN 8-FT X 8-FT SQUARE OF 3"-THICK RIGID INSULATION. INSULATION SHALL BE PLACED __..- / &BOX '
BETWEEN THE STORM SEWER AND PIPE CROSSING WITH THE EDGES OF THE INSULATION 2. GRAVEL BASE COURSES SHALL BE ROLLED AND COMPACTED. TEST ROLLING OF THE '
PARALLEL TO THE PIPING AS MUCH AS POSSIBLE. GRAVEL BASE SHALL BE OBSERVED BY A SOILS ENGINEER TO VERIFY STABILITY. 1 /f
4. SEE SHEET C3 FOR STORM SEWER GRADING,AND SHEET C2 FOR MISCELLANEOUS °
3. ALL EXISTING BITUMINOUS OR CONCRETE EDGES,WHICH WILL ABUT NEW BITUMINOUS 6"45 BEND ,i FIRE HYDRANT W/ GATE VALVE ao O N
DETAILS RELATING TO THE PLACEMENT OF THE UTILITIES. t
OR CONCRETE SURFACING SHALL BE SAWCUT TO OBTAIN A VERTICAL EDGE. 6"22°BEND I 5 NTS O N
5. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING 4. EXPANSION JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE NEW CONCRETE ; 18"STEEL CASING r r
ABUTS EXISTING CONCRETE,AND AT ALL LOCATIONS WHERE SEPARATE CONCRETE (SEE 1/CS °'
UTILITIES PRIOR TO ANY CONSTRUCTION. ) i' a CD
POURS ABUT EACH OTHER. ( 2
OWNER/CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT FROM THE
Sheet
MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY PRIOR TO THE INSTALLATION 5. CONCRETE PAVEMENT OR APRONS,WHICH ABUT DOORWAY OPENINGS SHALL BE ; j f UTILITY & SURFACING
OF ANY SANITARY SEWER OR WATER UTILITIES. CONSTRUCTION OF SANITARY TIED TO THE FLOOR SLAB WITH #4 BARS ALONG THE ENTIRE WIDTH OF THE DOORWAY. PLAN
SEWER OR WATER UTILITIES SHALL NOT COMMENCE UNTIL AFTER THE PLUMBING SEE DETAIL ON SHEET 3/C5.
PERMIT HAS BEEN OBTAINED,AND ANY AND ALL PERTINENT COMMENTS HAVE ' 0 20 40 80 ^
BEEN ADDRESSED ON THE PLAN AND IN THE PROJECT SPECIFICATIONS. 6. SEE SHEET Cl FOR SPECIFICATIONS REGARDING THE CONSTRUCTION OF PAVEMENTS, l ,� OF5
AND CURB AND GUTTER. v