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5815 W*atpark Drive
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This drawing and the design shown
are the property of Little and Associates
Architects. The reproduction, copying
pying
or other use of this drawing without
the;r -,*, ter t_ =!=t in prchib­
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Associates
Architects
5815 Westpork Drive
Chorlotte, NC 28217
704 525 6550
704 522 7889 fox
This drawing and the design shown
ore the property of Little and Associates
Architects. The reproduction, copying
or other use of this drawing without
their written consent Is prohibited and
any Infringement will be subject to legal
action.
C) 1994
Little and Associates Architects, Inc.
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No Date
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Issue Date 06Z25/96
Project Number
410 9
Sheet Of
C--- 2

3'_U' 1 1,_6"
BLOCKING
DIMENSIONS
PIPE SIZE
Q
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UP TO 1('
4'-0"
1r TO 18"
5'-0"
18" TO 2,C
8'-0"
6'-Cr
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0 0
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PRESSURE
RELIEF VALVE
AIR ---M-�
1" AIR RELIEF COMPRESSOR
, APCO DAYTON NO.48234
VALVE,
2 HP OR APPROVE(
3" GATE EQUAL
VALVE 3" GATE VALVE
I GUAGE 3" METER
0-100
WELL SEAL I 3" TEE SAMPLE
I 1 1 /2" DRAWDOWN TAP
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J;�DRAIN TO CONTR. SUPPORT
OUTSIDE I DRAIN
N Z
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Co —''— — D BREAKEf
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SEE ARCHITECTURAL PLANS FOR
DETAILS OF WELL HOUSE
6000 GAL
HYDRO -PNEUMATIC
/— STORAGE TANK
O O . R O
PUMP BASE TO- BEAK
1 /2" SCREENED ON CASING GROUT, BASE
VENT BY GEN. CONTRACTOR \-6* SYSTEM SUPPLY LINE
CONC. GROUT TO GROUND
3" PUMP
SURFACE
COL.
20' DEPTH (MIN.)
6" CASING
INTAKE LEVEL —LOCATE
5' BELOW STABILIZED
10 HP SUBMERSIBLE PUMP
PUMPING LEVEL
SUSPENDED ON 3" SCH. 40
GALV. PIPE.
SECTION
A -A.
1 /4" - 1-0"
72'-0"
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" '- 3 -p" WASHED STONE
3 3 BOTTOMS LEVEL FILTER
(TYP.)
NITRIFICATION FIELD CROSS SECTION
NTS
NOTE: TRENCH LENGTHS ARE 80 FT.. 8 TRENCHES PER FIELD
NOTE:
ALL COMPONENTS INCLUDING CONTROLS SHALL BE FURNISHED
AND INSTALLED BY THE GENERAL CONTRACTOR EXCEPT AS FOLLOWS.
THE HEATER SHALL BE FURNISHED BT THE ELECTRICAL CONTRACTOR AND
ALL ELECTRCAL HOOK UPS SHALL BE BY THE ELECTRICAL CONTRACTOR.
2'x2'x6" CONC. PAD
W/ TURNED DOWN EDGE 7
3"WELL i 1 4" TANK DRAIN
BLOWOFF
LINE I _ I ;�__ _� 4" GATE VALVE
CHECK VALVE
ELEC. HEATER BY PRESSURE
/- RELIEF VALVE
N
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GLAND DRAIN
"GATE VAL
VENT
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MOTOR L-------- J TUBING
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FLOOR DRAIN
SLOPE FLOOR
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II
r--------------- n
1 W 1 ELECT. GUTTER
C- PANEL
t i i 3'x4'x6" CONC. STOOP
W/ 6"x6"-10/10 WWM
20'
DISCHARGE VALVE
FOR CHLORINE FEED
30 GAL. CHLORINE
SOLUTION TANK
ADJUSTABLE RATE CHEMICAL
FEED PUMP RATED FOR UP TO
60 GPM FLOW RATE
6" SYSTEM SUPPLY LINE
WELL HOUSE & STORAGE TANK PLAN-
1/4"
NOTE: SEE ARCHITECTURAL DRAWINGS FOR CONSTRUCTION DETAILS FOR CONSTRUCTION
DETAILS Of WELL HOUSE
1 /2" S.S. LIFT CHAIN -
CONC. LID OR MANHOLE COVER
Cr ABOVE GRADE (MINIMUM)
PRECAST CONC. TOP -,
GRADE
STAINLESS STEEL SUPPORT
FOR FLOAT SWITCH
e CHECK VALVE
e F.M. TO PRESSURE "
AN F SCH 40 --�
BULK HEAD R IF REQ'D W/CONTROLS
POWER & CONTROLS TO
CONTROL CENTER
,r- 3" GALV. VENT, 180 BEND
M I DLO, '*- PUMP POWER
LEVEL CONTROLS W/SUPPORT & CONTROL
BRACKETS
#2 PUMP &ALARM ON LEVELS' T DISCHARGE LINE
2 (2)PUMPS,230 V.,30
1 H.P. PUMP, 90 JBPM
to PUMP OFF 1 4 FEET HEAD
w/LIFT OUT RAIL SYS.
_0—
8,000 GAL. 12" LAYER/BED
TANK WASHED STONE 4" SCH 40 PVC
MUST BE ® 1.0%
STATE APPROVED —
SECTION: TANK ASSEMBLY
NTS
POWER PANEL, 100A. MAINS 1 8, >120/230V.
NQOB, NEMA 4X, W/LOCKABLE DOOR;
1-2P, 20A. BKR, 3 12, 1/2"C. CONTROL PANEL
ACCESS RISERS W/COVERS
6" ABOVE GRADE (MINIMUM)
S* SCH 40 PVC 0 FROM GREASE TRAP 0.6�
8,000 GAL.
SEPTIC TANK
STATE
APPROVED
�- BAFFLE WALL
12" LAYER/BED
WASHED STONE(TYP.)
A
t
1-1 P, 20A. BKR, 2 12'. 1 /2"C. RECEPT.
AUDIBLE ALARM(HORN) CONTROL PANEL, NEMA 4X
1-2P, 20A. BKR, ALARM CIRCUIT
HOA, VISUAL HIGH
1-1 P, 20A. BKR, SPARE
WATER ALARM & HORN
DUPLEX 20A. GROUNDING 4i
CONTROL & POWER CONDUITS AS
RECEPT., W.P. COVER 1
REQ'D-SEAL-OFF FTGS. 0 BLKHD.
GALV. UNISTRUT SUPPORT
W/WATERPROOF & GASPROOF SEALENT
FRAME TO SUIT EQUIP.
— — — — — —
-----I-------1i---------�
8,000 GAL.
6" SCH 40 PVC ® 0.6Z
4" GATE VALVES
_
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M STATE
FROM GREASE TRAP
BULKHEAD R
N APPROVED ,
J ` W STBC 164
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-�
3"
VENT-180' BEND I
FORCE MAIN.
- - -
- - -. - J
t_ _ 11- - - - - -
ACCESS HATCH/COVER
8,000 GAL. PUMP TANK ACCESS COVE
DUPLEX PUMP SYSTEM SRTC PT-184
3" TO 4"
PLAN; TANK ASSEMBLY
INCREASE
NTS
SPECIFICATIONS FOR SUBSURFACE WASTEWATER SYSTEM
1.
TANKS: GREASE TRAP, SEPTIC TANK AND PUMP TANK SHALL BE
5. DISPOSAL NITRIFICATION FIELDS: SYSTEMS SHALL BE
PRECAST CONCRETE AS MANUFACTURED BY STAY RIGHT TANK
CONSTRUCTED IN STRICT ACCORDANCE WITH THIS PLAN AND ALL
COMPANY, INC. OR A SIMILAR PRODUCT CONSTRUCTED WITH
APPLICABLE COUNTY AND STATE REQUIREMENTS. THE
SAME MATERIALS, STRENGTH CHARACTERISTICS AND
NITRIFICATION FIELD SHALL HAVE A MINIMUM OF 6 INCHES
DIMENSIONS. A WATERTIGHT SEAL SHALL BE MADE BETWEEN
AND A MAXIMUM OF 12 INCHES OF SOIL PLACED OVER THE TOP
TANKS AND MANHOLE RISERS AND WHERE PIPES ARE EXTENDED
TRENCH. THE FIELD SHALL BE GRADED AS SHOWN ON THE PLAN
THROUGH TANK WALLS. TANKS SHALL BE LEAKAGE TESTED
SO THAT NO WATER WILL POND ANYWHERE ON THE FIELD AND SO
PRIOR TO FINAL BACKFILLING. LEAKAGE SHALL NOT EXCEED
THAT WATER WILL NOT BE DIRECTED ONTO THE FIELD.FIELD
ONE HALF (1 /2) INCH IN A 24 HOUR PERIOD. AFTER
SHALL BE SEEDED AND MULCHED AFTER FINAL GRADING. ONLY
BACKFILLING, THE GROUND SURFACE AROUND THE TANKS SHALL
ALLOW HEAVY EQUIPMENT ON THE FIELDS AS REQUIRED FOR
BE GRADED TO DIVERT SURFACE RUNOFF AWAY FROM THE TANKS.
CLEARING, GRUBBING AND GRADING PROCESS. USE THE
TANKS SHALL BE INSTALLED IN ACCORDANCE WITH THE
SMALLEST EQUIPMENT POSSIBLE TO ACCOMPLISH THE WORK.
MANUFACTURER'S RECOMMENDATIONS. MANHOLE RISERS SHALL
BE EXTENDED TO FINISHED GRADE ON ALL TANKS.
6. CONCRETE: ALL CONCRETE WORK SHALL REACH 3,000 PSI
STRENGTH OR GREATER.
2.
PIPING: PIPING SHALL CONFORM TO THE SIZES AND
MATERIALS AS SHOWN ON THIS PLAN. CLEANOUTS SHALL BE
7. NEWLY INSTALLED LINES WILL NEED TO BE RINSED CLEAN' WITH
INSTALLED WHERE SHOWN ON THE PLANS. COLLECTION LINES
WATER PRIOR TO PLACING INTO OPERATION. ONCE IN
SHALL BE TESTED FOR LEAKAGE AND THE TOTAL EXFILTRATION
OPERATION THE SYSTEM IS DESIGNED TO WORK WITH '2 FEET OF
SHALL NOT EXCEED 0.4 GALLONS PER INCH NOMINAL DIAMETER
PRESSURE HEAD.
PER 100 FEET OF PIPE PER DAY. HYDROSTATIC TESTING FOR
THE PRESSURED EFFLUENT SUPPLY LINES SHALL CONSIST OF
8• ALL PIPING JOINTS AT EVERY TANK INLET AND OUTLET WILL
MAINTAINING A TEST PRESSURE OF 100 PSI FOR 30 MINUTES
REQUIRE WATERPROOFING BY COAL AND TAR MASTIC OR OTHER
WITHOUT ANY PRESSURE LOSS.
APPROVED WATER SEALANT MATERIAL.
3.
DISPOSAL FIELD PUMPS: A DUPLEX PUMP SYSTEM SHALL BE
9. THE MANIFOLD SHALL BE INSTALLED LEVEL. FIELD IS
SUPPLIED AND INSTALLED IN THE PUMP TANK. THE PUMPS
DESIGNED TO OPERATE AT A HEAD OF 2 FEET. START—UP OF
SHALL BE ZOELLER MODEL 284 WHICH CAN PUMP 90 GPM AT A
THE SYSTEM SHALL BE OBSERVED BY THE ENGINEER AND THE
TOTAL HEAD OF 15 FEET WITH A 4 INCH DISCHARGE. THE
PENDER COUNTY HEALTH DEPARTMENT.
PUMP SHALL BE 1 HP WIRED FOR THREE PHASE, 230 VOLTS.
PUMP SHALL BE INSTALLED IN ACCORDANCE WITH THE
10. THE CONTRACTOR SHALL NOTIFY THE PENDER COUNTY HEALTH
MANUFACTURER'S RECOMMENDATIONS AND CURRENT NATIONAL
DEPT. 48 HOURS IN ADVANCE OF BEGINNING WORK ON ANY
ELECTRICAL CODE.
PORTION OF THE WASTEWATER COLLECTION AND DISPOSAL
4.
PUMP CONTROL AND POWER SYSTEM: THE CONTRACTOR SHALL
SYSTEM.
SUPPLY AND INSTALL PUMP CONTROL AND POWER SYSTEMS AS
SHOWN ON THIS PLAN. VOLTAGE REQUIRED IS 120/230.
SINGLE PHASE, 3 WIRE, MERCURY FLOAT SWITCHES SHALL BE
INSTALLED TO CONTROL PUMP AND ALARM FUNCTIONS AT THE
LEVELS INDICATED ON THE PLAN. THE SWITCHES SHALL BE
INSTALLED TO: CUT OFF POWER TO BOTH PUMPS AND ALARM;
ENERGIZE THE PUMPS AND ENERGIZE THE ALARM LIGHT/HORN AT
ANDREW &
LEVELS AS SHOWN ON DRAWINGS.
CONSULTING EN
A SYSTEM SWITCH, HAND -OFF -AUTOMATIC, SHALL BE AUTOMATIC
'WILMINGTON,
A SHALL BE INTERNALLY MOUNTED FOR MANUAL OPERATION
AND
HAND MODE. PROVISIONS SHALL BE MADE
SELECTION "HAND" IN THE
961(
TO RUN THE PUMPS AS THE OPERATOR SHALL SELECT. A RED'
FILE NO
LIGHT AND HORN IS TO BE EXTERNALLY MOUNTED ON THE
p 1996 ANDREw & KU9
CONTROL CABINET FOR "HIGH LEVEL" ALARM INDICATOR. A
PUSH TO TEST SWITCH SHALL BE PROVIDED FOR LIGHT ALARM,
AND A SILENCE SWITCH FOR THE HORN SHALL BE PROVIDED.
®-vOk
, BAR
A CONTINUOUS READING, NON RECETABLE, ELAPSED TIME METER
��ZN
SHALL BE PROVIDED FOR BOTH PUMPS. A WEATHER PROOF
��` .•'gyp+Sri
RECEPTACLE, 20A, WITH COVER SHALL BE ON A SEPARATE
CIRCUIT. POWER IS TO BE SUPPLIED BY A 100A PANEL NEMA
•
'4
4X ENCLOSURE. THE ALARM CIRCUIT SHALL BE A SEPARATE
=
y
BRANCH CIRCUIT WITHIN THE PANEL.
.. 11936
ALL MATERIALS AND INSTALLATIONS SHALL CONFORM TO THE
LATEST EDITION OF THE NATIONAL ELECTRICAL CODE.
nnnnnn.
-�m--®-
Little&
Associates
Architects
5815 Westpark Drive
Charlotte, NC 28217
704.525.6350
704.522.7889 fox
Thts drawing and the design shown
are the property of Little and Associates
Architects. The reproduction, copying
or other use of this drawing without
their written consent is prohibited and
any infringement will be subject to legal
action.
(C) 1994
Little and Associates Architects. Inc.
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Drawn By
D.M.B.
Date Drawn
08-09-96
CADD Name Plot Scale
96109W 1" - 60'
Revisions
No Date
No Date
No Date
No Date
Issue Date
Project Number
4109
Sheet Of
[C- 3

TYPE
BIEROTFORSVICEDIVE ONLY
8" ABC STONE (NCDOT)
QJ
4%
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IN.
nnnnnn-
H EAVY D U TY �
Little&
Associates
PAVEMENT SECTION Architects
NTS TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
A A
NTS
2" TYPE 1-1 (NCDOT)
WIRE SCREEN CONC. BLOCK
6" ABC STONE (NCDOT) -CURB INLET
5815 Westpark Drive
Charlotte, NC 28217
704.525.6350
f•
704.522.7889 fax
NCDOT EROSION
CONTROL STONE
=1 I !=1 T 1=
III -III —I This drawing and the design shown
are the property of Little and Associates
Architects. reproduction,
GRAVEL FILTER orother use of th sdrawing withoutg Iff Ix
VARIES (10' MAX.) }I CONC. BLOCK „ " " their written consent is prohibited and
SECTION A - A FILTER FABRIC AS DIR. BY ENG. WIRE SCREEN 22 any infringement will be subject to legal
GRAVEL FILTER action.
j STANDARD DUTY _ _ -
STEEL OR WOOD POST 1994
ENERGY DISSIPATOR .eWIRE FABRIC Little and Associates Architects, Inc.
PAVEMENT SECTION rt g WIRE SCREEN
-. " p " �' ��......... -- � -- -- ov-c FILTER FABRIC FILTERED WATER in
NTS NTS MIN. 12-1/2 GA. b a� FILTERED WATER OVERFLOW
__ _ __ ____ __ ___ __l__ _ ___ , INTERMEDIATE WIRES 4- OVERFLOW—*- wUNOFF SEDiMENT WATER
= / _
ANCHOR FABRIC SKIRT
RUNOFF WATER _ _
_ ._-_ •� ,. ; �� - - I__ _ __ , � AS DIRECTED BY ENGINEER w/SEDIMENT —� � � o � _I � I �.. __ 11.l.Li! i L�I FRAME AND GRATE
N
OR EQUAL 3405 A N
a
i I SEDIMENT DROP INLET w/GRATE SED IMENT� A
WIRE SCREEN CURB INLET
2x4 WD STUD
�+INLET
3
ASPHALT I I I I BASIN,PFR ME AND
Lj Lj SPECIFIC APPLICATION SPECIFIC APPLICATION GRATE MAY VARY IN
a � e1_g N NONESSENTIAL DIMENSIONS.
�"" NOTES. THIS METHOD OF INLET PROTECTION IS THIS METHOD OF INLET PROTECTION IS
° e ,, APPLICABLE WHERE HEAVY PLOWS ARE APPLICABLE AT CURB INLETS WHERE AN
+ XLASS " 'A' CONCRE� 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND EXPECTED AND WHERE AN OVERFLOW OVERFLOW CAPABILITY IS NECESSARY TO
a 00 SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY CAPACITY IS NECESSARY TO PREVENT PREVENT EXCESSIVE PONDING IN FRONT
S/QFNQ /n ,ta. FRAME AND GRATE A
a' n°• a Qv SPACING. EXCESSIVE PONDING AROUND STRUCTURE.
�C F a OF STRUCTURE
j k � T ° 2. FABRIC SHALL BE FOR EROSIONBE CONTROL
TROL A D MIN. OF
F sF V 36' IN WIDTH. FABRIC SHALL EROSION CONTROL AROUND INLETS PRECAST CONC. BASIN
>• ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE W/ KNOCKOUT PANELS
C�QN - 6 ENGINEER. NTS 4SIDES
TYPICAL CURB TO SIDEWALK CURB 3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE OUTFLOW PIPE E
SELF -FASTENER STEEL ANGLE TYPE.
S' MIN. N
TRANSITION
PAVEMENT EDGE CURB SECTI0N 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' 1 FT. THICK LAYER OF
TO 4' SECTION -- - - IN DIAMETER. WIRE FABRIC SHALL BE FASTENED NCDOT # 57 STONE
---
N.T.S. N.T.S. TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE
1 1 /2" LONG
SEE TABLE FOR
STORAGE AREA er1 ?•�
TEMPORARY GRASSING DETAIL
TEMPORARY SILT FENCE
COMPACTED SUBGRADE OR 6"
���`ZL�QL.._� CRUSHED STONE.
FOR EROSION CONTROL NCDOT EROSION CONTROL _.�/,,,-'� FILTER FABRIC
SEEDING MIVURE STONE LASS B CATCH BASIN DETAIL
&W Mimi
SERICEA LESPEDEZA 30 CROSS SECTION
IION
COMMON BERMUDAGRASS 10
GRAN MILLET 10
TALL FESCUE 50 DESIGN OVERFILL Ir 1'-Cr .080 STD.J
SETTLED FOR SETTLEMENTHANDICAPPED ARKING SIGN ALUM. 0
S TOP • - _ TO READ "RESERVED PARKING" - 0
SEEDING NOTES "� ti WITH IDENTIFICATION SYMBOL.
I. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA. RESERVED
BE- _ _ _ _ - '+I ( (I BOLT TO W0. POST W/ 3/8" CANDIUM
Z USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOTI WEIR LENGTH I ❑ (n Z
COME A PEST. BEI�IUOAGRASS MAY BE REPLACED WITH 5 lb/acre CENTIPEDEGRASS. ro CUT OR TOOLED , PARKING PLATED NUTS BOLTS do WASHERS. -
JOINT b r 9" x 1' Or' x .080 STD ALUM. SIGN -1
., 4 MIN _ TO READ "VAN ACCESSIBLE". d 0
_ BOLT TO WD. POST WITH 3/8" CANDIUM o
SEEDING WES a _ _ PLATED NUTS, BOLTS do WASHERS (� Q
APRIL 1 - JULY 15 '� _ 2:1 SIDE SLOPE MAX Q U
O 9" x 1'-Dr' x .080 STD ALUM. SIGN I�
t j '1 FILTER FABRIC »
�' I - 1 Z" TO READ MAXIMUM PENALTY POO,I--
SOIL. AMENDMENTS ' I - SIDE SLOPE MAX r ( WITH 3 8"GS .6". CANDIUMBOLT O PLATED POST _ ~ W
4� _ 1:1 S /
W _ —
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre �cEw SYMBOL ON BLUE AND ijatoat - CNN NUTS, BOLTS &WASHERS. FINISHED W 0
GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-10-10 FERTILIZER. —..,,� B"K
3' MIN GROUND
eaacGRouND -� WOOD 4"x4" POST. GRADE Z
j _ J 0 46
STONE SECTION w z
MULCH MAXIMUM
Z
EXPANSION " PENALTY VAN I �— --III I-- — Q W
APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE JOINT (TYP.) TEMPORARY SILT TRAP DETAIL oo ,,�.m�, AccEssie 3,�' =1 I 1=11 I ! 11=1 11= b W 0 E—
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING �j - — — —
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE , ry O
USED AS A MULCH ANCHORING TOOLi� + 12- I r., 12 .� I (1— (I ( 1 I' (—I (I— � W Z
3
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN =III -III I-
7)
MAINTENANCERASHBROOM FINISH PERPENDICULAR BACKGROUND - wlerE -rrE
TO PEDESTRIAM FLOW DIRECTION ST�ACE AREA WE�t ACRES TREATEDLd
REFERTILIZE THE FOLLOWING APRIL WITH 50 lb/ocre NITROGEN. REPEAT AS GROWTH
REQUIRES MAY 8E MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS 1 5' x 38' x 38• 7,000 CIF 10• 3.9 TYPICAL HANDICAPPED SIGN DETAIL Q
DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.NTS
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PLAN 2 5' x 33' x 33' 5.200 CF 8' 2.9 0-
�.. 0 i=
4" SIDEWALK ,
3000 PSI •� t!
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CONCRETE CUT OR TOOLED 1 4" 3"R
1/g':1, JOINTS
F :, •• ... : d... NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. 1/8"R TOOLED V. P. in Charge
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. JOINT
�, III=11
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
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4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT Project Architect/.lob Captain
6x6-10/10 W.W.M. COMPACTED `t ,wo WITH NO CURB.
SUBGRADE 5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK .: Drawn B
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON S Y
SECTION ARA
6. PPROVIDE NGA LAYER OF 15# CURB OR STRUCTURE. FELT BETWEEN WALK AND ADJACENT D. M . B . - A &K
CONCRETE SIDEWALK CONTROL JOINT 7. REINFORCE w/6x6-10/10 W.W.M. 1/2" EXPANSION Date Drawn
i
JOINT MATERIAL 08
50' `MAX. SPACING CADD Name Plot Scale
1/2" ASPHALTIC PREFORMED 3"R EXPANSION JOINT (E.J.) 96109C3
EXPANSION JOINT--\
Revisions
N
i ,• . ' ; . •a • t' .: ::' ANDREW & KUSKE No Date
• 4 a ?�
• a' • • • _ =•: i W Ud V
-)„�!1!—ll! •.� 1/4"x1" DEEP w/AN CONSULTING ENGINEERS No Date
111— _ _I ! �� WILMINGTO No Date
(I =I I i,;- 1 /8" R TOOLED JOINT
'� 'IC1 No Date
4' CURB : •. ME NO. 96109
6x6-10/10 W.W.M. COMPACTED � d1996 ANDREW & KUSKE ENGINEERS Issue Date
SUBGRADEi` •' . • : '
�. �I I h=1 I !L.' • • . • .
•• .• �t>>tttttttt,i
C A
SECTION PLAN • : , .�.- S3" •
WHEEL CHAIR RAMP �,o ,�. Project Number
a CONTRACTION JOINT (C.J.)
- _ � 4109
TYPICAL S I D EWALK AND BLDG.-STRUCTURE = 11 66 �?
'+•,,�•y�,'�`61 tl ����'. ��� • Sheet Of
WHEEL CHAIR RAMP DETAIL SIDEWALK JOINT DETAILS
NTS NTS ` ,�y� L L i P �,�.•