HomeMy WebLinkAbout30-96.918" TOOLED CONTROL JOINT
�— 1/4", 1 1/4- DEEP
MIN. 6x6 - W2.9 x W2.9 WELDED
APPLIED ANTI - SPALLING WIRE FABRIC
n COMPOUND BROOM FINISH
SEE TOPSOIL s • TYPE OFNCASTING
PRECAST CONCRETE ADJUSTER RING
SLOPE 1 •' - IF NEEDED, (4 MAX.)
/2" / FT' .' ' REINF. PLACED AT ' ASPHALTIC MASTIC OR BUTYL
'• 1/3 OF CONIC THICKNESS RUBBER SEAL BETWEEN JOINTS ECCENTRIC CONE OR
iv 4" REDUCER CAP AS REQ'D.
BY SITE CONDITIONS CONC. ENCASEMENT
` 6" `V 22" 6" OUTLET plpE .
BACKFILL • . ••' • • ' ,« 24" DIA. V -0" MIN. OVER 6" MIN. COVER REQ'D.
GRANULAR BACKFILL I =I I =1 II I I =I �I I =) I ,I I -III d f• CAST IRON FULL HEIGHT
MANHOLE STEP OR HIGHEST PIPE
APPROVED EQUAL
NOTES: -i I I -)II=I I I —I I I —I I I —� cD ;, FOR INVERTS
REDUCER CAP — 1/2" STRUCTURAL PLATE STEEL REQUIRED
COMPACTED & WELL IN PLACE OF CONCRETE CAP FOR STRUCTURES 2 & 3
COMPACTED SUBGRADE 1.) CONTROL JOINTS 5' -0" O.C. MAX. DIA.
SEE PLANS FOR ANY VARIATIONS DRAINED SUBGRADE SEE PLANS FOR 16 "o.c. METAL ANCHORS REQUIRED TO PREVENT HORIZONTAL SHIFTING 8" SAN PIPE
NOTES: ( ) CASTING TYPE
1.) CONTRACTION JOINTS SHALL BE PLACED EVERY 20' MAX. TO 2.) EXPANSION JOINTS 20' -0" O.C. MAX. MIN. 4" DIA. SUBSURFACE 6"
A DEPTH OF 1 1/2 ". (SEE PLANS FOR ANY VARIATIONS) 6" 6" TILE 'T' STUB WHERE REQ'D. (TYF.) (MIN.)
2. FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT 22 6" CONC. PRECAST OR
• POURED N PLACE
EXPANSION JOINTS. er CONCRETE SLAB DETAIL PERMISSIBLE. • •
3.) EXPANSION JOINTS TO BE PLACED 0 100' MINIMUM. NO SCALE 12
PREFORMED HOLE TO MAX. OF PIPE
w 12" + 6" WITH NON— SHRINK CEMENT GROUT
COMBINED CURB & GUTTER Q } 3" MIN.
> 3° MIN. i PIPE CONNECTION
MANHOLE BASE SET j TO EXISTING MANHOLE
(TYPE III) •� ON 6' E #2 OR 1 BASE 8" PER SECTION (MIN.)
NO SCALE �O #8 STONE
0
•� •� � FBE�N(CH WALLS AT MIN. NO SCALE
• ° GROUT 1/2" PER FOOT SLOPE
ao • •• ° 8" CLASS "A" CONCRETE REINFORCED BAR #4 12" O.C.
3" STEEL MESH AREA = .12 in, /Ft.
MACHINE EXTRUDED CONCRETE CURB EQUAL TO OR APPROVED EQUAL
"PERMA —CURB AS MANUFACTURED BY PERMACURBS NOTE: 6" CONC. PRECAST OR
INTERNATIONAL. PROVIDE CONTROL JOINTS 0 POURED IN PLACE NOTES: STANDARD HEX. HEAD
10' -0" ON CENTER. CURBS TO BE BONDED {� MANHOLE PIPE PIPE TURNS MANHOLE CONFORMS TO ASTM C -478 BRASS PLUG. TOP OF
„ CASTING ELEV. AS 5' — 0" MAX.
TO PAVEMENT WITH EPDXY RESIN PER INLET TYPE A (TYPICAL) DIA. "F DIA. "G" NO BRICK OR BLOCK WILL BE ALLOWED SHOWN IN PLANS. FINISH FLOOR
9rm, " 6" MANUFACTURERS RECOMMENDATIONS. CURE AND
SEAL TO ATTAIN MAXIMUM MOISTURE RETENTION. 40' 02' TO 18~ PIPES) 96 48 GREATER THAN 45' TO 90' IN MANHOLE
4" 4" (Np) NO SCALE 4 - 0 -RING GASKET ASPHALTIC MASTIC
84" 42" GREATER THAN 45' TO 90• OR BUTYL RUBBER SEAL BETWEEN GROUND LINE °`
0� 84 48' TURNS UP TO 45' STEPS REQUIRED FOR STORM
APPLY EPDXY MANHOLE JOINTS
_--UNDER CONCRETE CURB SEWER OVER 4' DEEP.
72" 42" -48" UP TO 45' I
• o � 72" 33" -36" GREATER THAN 45' TO 90'
60" 33" —36" STRAIGHT THRU
o• o• p• ASPHALT SURFACE COURSE 60" 24" —33" GREATER THAN 45' TO 90' 12' X 12" X 4"
0,0 0, 0,0 0.0 0 , o oA o,0 0 0 CONC. COLLAR ; ...
• _ ASPHALT BINDER COURSE CASTING (SEE PLANS) 60" 24" GREATER THAN 45' TO 90'
_ — _ — NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. NEENAH ANCHOR BOLTS 60" 27" —30" GREATER THAN 45' TO 90'
I CRUSHED STONE BASE SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND. 45' ELBOW
(COLOR NO. 105090 IN FEDERAL STANDARDS 5950) DOUBLE 60" 27" —30" TURNS UP TO 45'
COMPACTED SUBGRADE COAT. (TYR.) SYMBOL SHALL MEET INDIANA ACCESSIBILITY 60" 33 " -36" TURNS UP TO 45' 6" PIPE
CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA. GROUT AND BOLT TO 48" 12"-21" GREATER THAN 45' TO 90' SANITARY BUILDING DRAIN
PROVIDE WATERTIGHT SEAL ° CONCR TE ADJUSTER RING 48" 12 " -21" TURNS UP TO 45'
E(12" MAX.) 48" 24" TURNS UP TO 45'
EXTRUDED CONCRETE CURB DETAIL DISABLED PAVEMENT SYMBOL
NO SCALE NO SCALE
•' MANHOLE TYPE » Br �—WYE INVERT ELEV. AS
NO SCALE SHOWN IN PLANS
WHITE CONCRETE ADJUSTER RING CLEAN NO SCALE
OUT
VARIES 10" BLUE
NO SCALE
APPLIED ANTI - SPALLING
TOOLED CONTRACTION JOINT COMPOUND 1/8" ALUMINUM PANEL
1/4" WIDE, MIN. 1 1/2" DEPTH SCREEN PRINT SYMBOL
1 "RADIUS TOOLED COLORS SELECTED
1/8" ROUND EDGE BY LAND ARCH.
HYDRANT SHALL MEET LOCAL FIRE CODES AND
ADJUSTER RING RE 'D
} • • °• ((KKENNEDY, DARLING, OR SPECIFICATIONS.
ACCEPTABLE)
7 • • ° 9 •• < �O O
• _ PAVEMENT DISABLED SYMBOL N< 4 0 � ECCENTRIC CONE OR 10' MIN.
-I I I-I I I— III —I I —III— PRECAST COVER "L" (MIN.) OR
— III — III -I I- III —I (— • w ? ° AS REQUIRED BY WATER UTILITY WATER MAIN
III —I I I —III—
ONE SIGN MUST m
HAVE "VAN ACCESSIBLE" co
COMPACTED SUBGRADE J %•, > i� CONC. COLLAR IF SANITARY OR STORM SEWER WATER MAIN
6" •! ° 2" SQ. ALUMINUM POST NOT IN PAVED AREA
° FINISH AS PER SPECIFICATIONS
4" REBAR CONT. AT 8" $" SLOPE CONC. 1" ABOVE & CAST IRON , C -1 VALVE BOX
TOP & BOTTOM FINISH GRADE FINISH W/ STEEL TROWEL M.H. STEP GRANULAR WATER MAIN
BACKFILL REQ'D WATER MAIN
t) CONTRACTION JOINTS TO BE —II °' AROUND BASE RATED PIPE WATER
6" GATE VALVE
A MINIMUM OF 1 1 /2" DEEP ") I & BARREL NOTE: WHEN LATERAL SEPARATION 0 11
2.) SEE CONCRETE WALK SECTION FOR =II '! PRECAST MANHOLE IS 10' OR GREATER NO VERTICAL SANITARY WE
LOCATION OF JOINTS. =III =III 3„ '+;
—III —I I SECTION NOTE: y:• , ?:� 8" MAIN CLEARANCE IS NEEDED. STORM SEWER
ARE NOT PRECAST REINFORCED CONCRETE x''`•�`
3.) FULL DEPTH SEPARATORS E EARTH
PERMITTED EXCEPT AT EXP. JOINTS. 6.• ° MANHOLE SECTION AND STEPS
4., 4' -0" SHALL CONFORM TO A.S.T.M. C478 z
CONCRETE FOOTING MIN m m LATEST REVISIONS. CONC. BLOCK ° N
• Q DRAIN 10 (MIN.) 10' (MIN.) look Q' Q RUBBER GASKETS SHALL CONFORM 6" HYD. BRANCH
° Q = > CONC. PAD WATER MAIN
INTEGRAL WALK AND CURB > O TO A.S.T.M. C443 LATEST NOTE: FIRE HYDRANT SHALL BE SET A SANITARY OR SANITARY OR
NO SCALE 1 REVISIONS. MINIMUM OF 6' FROM ALL STORM SEWER LESS THAN 18" OR IN CASES STORM SEWER
DISABLED PARKING SIGN MINIMUM 1/2" PER DRIVEWAY OPENINGS 2' WHERE WATER IS BELOW
SANITARY SEWER
FOOT SLOPE O.D. + 1' -0"
NO SCALE fiPE THICKNESS MANHOLE BARREL SECTIONS MORE THAN HYDRANT DETAIL MIN. (TYR.)
t 8d CEMENT lit J
GROUT 12' BELOW GRADE SHALL MEET REQUIREMENTS
OF ASTM C -76 CLASS II NO SCALE
3" MIN. COVER 5" 2A (SEE BELOW) WATER MAIN RATED PIPE
EXISTING CURB HEIGHT INTEGRAL CONCRETE SPY`
FLEXIBLE COUPLING OR ADAPTER
WALK & CURB MAIN DIMENSION "L" FLEXIBLE COUPLING OR ADAPTER
SAWCUT TO PROPOSED N _ 6 ° LINE (MINIMUM) CONCRETE COLLAR
CURB HEIGHT •
'. ,'� .h .. �_ h..+ 6' CONCRETE COLLAR
8 36
3/4° SLOPE FROM TOP OF CURB LIFT HOOKS #4 BARS ® 6" O.C. BOTH WAYS 12 49 MINIMUM CROSSOVER & SEPARATION
TO MEET ASPHALT PAVEMENT CLASS "A" CONCRETE 6" #8 STONE BEDDING REQUIREMENTS FOR WATER MAINS,
THE LOW POINT OF THE EXISTING 0 Q1 CONCRETE SANITARY SEWERS & STORM SEWERS
CURB MUST BE MAINTAINED AND WALK
IN SAME LOCATION WITH NEW CURB MANHOLE TYPE rCr NO SCALE
NO SCALE
C C
CURB REPLACEMENT AT ENTRANCE RAMP Dow
NO SCALE
1/2 TRENCH °
DEPTH MIN.
SOIL =' ' [6- 2,_X., 6„
��B• PLACEMENT
J CONTROL JOINT (TYR.) OU LET
TOOLED CONTROL JOINT 1/4" SLOPE FRCM TOP OF CURB 1' 1'
WIDE, MIN. 1" DEPTH = � PIPE
APPLIED ANTI - SPALLING BROOM FINISH TO MEET ASPHALT PAVEMENT �4 4 - 1
�' BEDDING
COMPOUND WITHIN 5' OF PAVEMENT AND UNDER
01 r PLAN VIEW v MATERALTPER�I.DO.H.IMEC MECHANICAL
• 4 4 z TOP of COMPACTION TO 95% PROCTOR DENSITY. SLOPE CHECK DITCH CHECK JOINING FENCES
• INTEGRAL CONCRETE F
� GRANULAR
b0,° °• O O ° WALK & CURB '— BACKFILL
0 ° b0 ° 00 obo ° b0 ebo, ..b.- 0 b0 POST NON —WOVEN
0. 0 q �. �. ° 0 0.0 0 a O' _8 CRUSHED STONE HAND TAMPED FABRIC
NOTES DRIVE PAVEMENT RAMP CONCRETE WALK R WALKED IN PER SPECS. SEE PLANS FOR POST
LAR BACKFILL -1 I _ _ _ _ _ _ _t JOINTS — CONCRETE CURB I a 12" MIN. CASTING TYPE
_ _ _ _ � FLOW
II I� I I) II I II I II I II �I I FI I II I_ 1') (SEE PL°ALNOR ANY ARIATIONS) e BACKFILL
a a
?ACTED AND WELL 2.) EXPANSION JOINTS 20' —O" O.C. MAX. I.D. ALL OSHA STANDARDS TO BE 6 24" GROUND
NED SUBGRADE (SEE PLANS FOR ANY VARIATIONS) 4" CONCRETE TRENCH PROTECTION
LINE
4 2
CONCRETE WALK DETAIL SECTION C —C 3" MIN. 4" MIN.
NO SCALE
BELOW BELL BELOW BARREL
HANDICAP RAMP DETAIL 1 25 X O.D. + 12" EXISTING
NO SCALE MINIMUM WIDTH
NON —WOVEN BOTTOM OF WHEN JOINING TWO OR MORE
FILTER TRENCH dt BEDDING DETAIL j EXTENDSABRIOC TRENCH 6" X 6" TRENCH DITCH SILT FENCES TIE THE TWO
BUILDING WALL AND /OR NO SCALE I ' SILT FENCE DETAIL EXISTING NOSTNYLON TOGETHER
CORDSWITH
TOOL BOTH SIDES OF APPLIED JOINT SEALER OVERHANG '. • NO SCALE
EXPANSION JOINT 1/2" PERFORATED NOTE 6" CONC. PRECAST OR
EXPANSION MATERIAL 5' -0" MIN. OR POURED IN PLACE
SEE NOTE #3
•' �. ti _ _ INLET TYPE "Jr
°'. • • ,•
• ° • A > B TRANSFORMER
NO SCALE
L M TYPE NO. 1
EXPANSION JOINT TO CONCRETE SLAB D
BOTTOM OF PAVEMENT FRONT SIDE �'
EXPANSION JOINT DETAIL TYPE N0. 2
NO SCALE
HIGH VOLTAGE 12
APPROX. LOCATION 7' CONCRETE FILLED 6" STEEL POST
i
FRONT z OF H.V. BARRIER 4' -0" ABOVE GRADE, SET IN CONCRETE STABILIZATION
Q OF PAD - SEE NOTE NO. 2. TYPE NO. 3 PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.
a
z O PERMANENT A / /// I / /// �/ 1/►
LOW VOLTAGE NOTES: MINIMUM SLOPE SEEDING
1.) 10 FOOT CLEARANCE MUST BE MAINTAINED ON / TEMPORARY D I / / /� —�
,GRADE AS PER c 1 8' PER FOOT
PANS PAD BY I.P.L FRONT SIDE OF PAD. B C
2.) CUSTOMER SHALL FURNISH AND INSTALL POSTS _ _ SEEDING
1" H.A.C. SURFACE PLAN VIEW VEHICULAR C PROTECT LAR TRAFF C FORMER WHEN EXPOSED TO
• '° • ' °• -00' ' • ° 1 MINIMUM SLOPE + E
0 °00,0 °.0 �•8•° ° o °'•° o00 �° .0 0 8.0 3.) IF ADJACENT TO WINDOW, DOOR, COMBUSTIBLE WALL PLAN 1 STEEL TEE
o • ,0 2" H.A.C. BINDER /8" PER FOOT POST ® 10' O.C. MULCHING
6" THICK CONCRETE OR OVERHANG, THE MINIMUM DISTANCE SHALL BE
IT— 2" COMPACTED AGGREGATE #53 3" MIN. 11 1/2" MAX. TRANSFORMER PAD 10' FEET. - CLASS "B" CONCRETE
, ,, — 1 GRADE 4.) TRANSFORMER PAD SHALL NOT BE SET ON PAVEMENT. TYPE No. 3 COMPACTED AGGREGATE #� 5.) ALL BACKFILL UNDER PAD TO BE THOROUGHLY A = KENTUCKY BLUEGRASS 40 %, TURF TYPE TALL FESCUE 40 %, ANNUAL RYEGRASS 20%
COMPACTED IN SOLID LAYERS NOT TO EXCEED 6 ". / 45' BEND MINIMUM SLOPE PLUS 2 TONS OF STRAW MULCH/ ACRE
COMPACTED SUBGRADE i TRENCH WALL 1/8" PER FOOT
LIGHT DUTY 6.) METALLIC CONDUITS SHALL NOT BE INSTALLED IN ELBOW APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT.
CROSS SECTION PAD MOUNTED TRANSFORMERS.
TYPICAL PAVEMENT SECTION 7.) NO CUSTOMERS GROUNDING GRIDS OR GROUNDING B = SPRING OATS 3 BUSHEL PER ACRE
NO SCALE ELECTRODE CONDUCTORS SHALL BE CONNECTED AT _ C = WHEAT OR RYE 2 BUSHEL PER ACRE
PAD MOUNTED TRANSFORMER LOCATIONS. II D = ANNUAL RYEGRASS (1 LB. PER 1000 SQ. FT.)
' 8.) MAXIMUM — 9 CONDUITS, ONE CIRCUIT PER CONDUIT.
9.) THE TRANSFORMER SHALL BE READILY ACCESSIBLE
TO ELECTRIC UTILITY COMPANY. SELTION E = STRAW MULCH (90 LBS. PER 1000 SQ.FT.)
SEWER MAIN CLASS "B" CONCRETE SNOW FENCE ALONG
GRADE AS PER + DRIP LINE OF TREE / I / IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER.
PLANS STOCK NO. KVA WT. A B C D L M N KVA CLASS "B" CONCRETE FENCE TYPE TO BE
1703 -506 150 -300 5800 75 80 44 15 1/2 9 15 19 1/2 150 -300 BLOCKING OF "T" OR SUBMITTED FOR REVIEW) IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
1 1703 -507 1703 -507 10,100 84 84 44 20 9 15 19 1/2 500 -1000 'Y' BRANCH TYPE NO. 2
/2" H.A.C. SURFACE TYPE No. 1 TREE PROTECTION DETAIL
'o• 1703 -508 1500 12,600 84 84 48 18 9 17 23 1 2 1500 NO SCALE
000 0 000 0.0 000° 000 0° 0,0 000° 4" H.A.C. BINDER ALL DIMENSIONS ARE IN INCHES TYPICAL CONSTRUCTION FOR LATERAL CONNECTIONS
o•°
_ TYPE 192&3
8 COMPACTED AGGREGATE #53 NO SCALE SEEDING NO SCALE LE
COMPACTED SUBGRADE CONCRETE PAD FOR THREE PHASE
HEAVY DUTY TRANSFORMER 150 -1500 KVA
TYPICAL PAVEMENT SECTION NO SCALE
NO SCALE
rr,