20090992 Ver 1_Site Plan_20091214

VICINITY MAP TOWN O F CARY INDEX OF SHEETS
SHEET NO. DESCRIPTION
1 COVER SHEET
ENGINEERING DEPARTI I E N T„ 2 NOTES
3 PLAN 8c PROFILE (STORM)
iti 4 PLAN Bc PROFILE (WATER)
5 ROAD OVERLAY
6 DETAILS
7 DETAILS
8~
AGASS I COURT
STORM D RAI NAG E
IMPROVEMENT PROJECT :T
TO SCA E PROJECT NO. GG1068 TOTAL SHEETS -
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pl ~0~
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PROPOSED 27" RCP LINE
PROJECT
PROPOSED / (21'18^ RCP LINE Q ENDING PT.
PROJECT / ~
BEGINNING PT. i
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- - ~
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PROPOSED
~ PROPOSED NEW STORM WATER
PROPOSED CATCH BASIN PERMANENT ~a~
STORMWATER UTILITY
PERMANENT UTILITY EASEMENT
EASEMENT a'
a'
\ `t
\`y ,a'
PROGRESS DRAWINGS
DO NOT USE FOR CONSTRUCTION
PLAN -ate TOWN OF CARP
SCALE 1"=20' \ ENGINEERING DEPARTMENT
REVISIONS PLAN SCALE: AS NOTED PREPARED IN THE OFFICE OF THE ENGINEER TOWN OF CARP
DATE DESCRIPTION DESIGNED BY: D. CLINTON TOWN OF CARY DIRECTOR OF ENGINEERING
DRAWN BY: C. LITTLE ENGINEERING DEPARTMENT
DATE: - 316 N. ACADEMY STREET
FILENAME: AGASSI COURT CARY, NORTH CAROLINA 27513 SIGNATURE DATE SEAL SIGNATURE DATE SEAL

A
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1 a'
1 d W
1
NOW OR FORMERLY ~ ~
SEAWELL, JAMES CHRIS ~ EIP 106 AGAS51 CT. ~ W
~ MH CARY, NC 27511-6692 m EB b PINS 076207672776
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/ / ~ mss. ~a ,e- ` a ~ ti
/ % / ~ ~o / / +
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~sd' THE CONTRACTOR SHALL CONTRACTOR SHALL ~ 'e~ / / REPAIR CONCRETE MAINTAIN EXISTING WATER i li D ~
EIP / / DRIVEWAY APRON, CURB dE SERVICE THROUGHOUT ~ y EXISTN EXISTING STORM LINE(S) O W TO BE ABANDONED ~ 0 '
/ i / GUTTER. PER TOC CONSTRUCTION. SEE ~ TO BE / / SPEgFlCAT10N AND SECTION 21000 OF FILL WI FILL WITH PLOWABLE FILL Z
EXISTING INVERT OUT = 389.45 / DETAIL 05000.01 THE SPECIFlCATIONS.
FES y ti TOTAL = 18 SY ZZ v
CONTRACTOR SHALL ~a~
REPLACE STANDARD GUTTER WITH 3000 PSI CONCRETE NOW OR FORMERLY t A EXIS ~ ~ ~ EXISTING GAS LINE(S) TO ~PG~ O W
~ McGRAW, FFERIES P. NTt MH BE F ACCORDING TO THE 112 AG SSI CT. R EAgEME BE RELOCATED BY OTHERS
SPECIFlCATIONS AND CARY, NC 511-6692 ~ z PROPOSED ENDWALL PIN 0762 7672652 EX1S¶NC ~ / ' DETAIL 03000.02. # ~t B 20.0' OF H W cfl
INVERT OUT = 390.20 / EIP EXISTING ~ ~
TOTAL LF = 28 ..~..,EkT. ~ „ m PROPOSED DISAPATOR / PIPE TO M
PAD 16'x15' / / ss / ~ E REMOVED ~
A.., } a
S T 1I~ ~ PROPOSED 20' STORM D . A FD~N _ _ , ~
~ y , _ _ _ _ _ _ .6~ ~G .ws1E -1' ~0 - _ - sv~ ~S ~ MH
10+ ~ -f~RDP SE 197.35' OF (2)-18 RCP ROPOSEfi ~ e' ISTING INVERT IN = 396.09 JPOSE p,'21 RCP ~ -F s wv ls" 3s5.s1'
~~e,
o FES~
_ , ~ ~ ~~PROPOSE - - D 20 STORM DRAIN EASEMENT IT
- - ~ i MH ~ yd~ Q
/ PROPOSED Q CATCH BASIN PER NCDOT a ~ I~
EXISTING 6.0" PVC WATERLINE 3 THE CONTRACTOR 840.01 -WIDTH SIZED FOR SEWER MANHOLE ~ RELOCATION ,u SHALL MAINTAIN ~ (2) 18" PIPES SPACED 12" a
RIM = 393.96 , a TRAFFIC FLOW AT y APART. PLEASE SUBMIT SHOP INVERT IN = 384.56 ~ ALL T1MES. DRAWING FOR APPROVAL
~i ~ PRIOR TO INSTALLATION.
k ya a'
CONTRACTOR SHALL
REPLACE STANDARD GUTTER ,'a ~ WITH 3000 PSI CONCRETE a'
ACCORDING TO THE
SPEgFlCAT10NS AND W OR FORMERLY
NOW OR FORMERLY DETAIL 03000.02 DAN OR nosnNR& NOW OR FORMERLY WIMBLEDON HOMEOWNERS ASSOC. INC. ARBOUR, MALLARY W. & PATS S. TOTAL LF = 38 ASSOCIATES INC. ~N C. AUSTIN & SSOCIATES INC.
PO BOX 31807 114 AGAS51 CT. ~ . PO BOX 19669 RALEIGH, NC 27622-1807 CARY, NC 27511-6692 RALEIGH, NC 27619-9669 '0 BOX 19669 .sue Z 'H, NC 27619-9669
PINS 076211671350 PINS 076207673513 PIN# 076207674639 # 076207674639 O ON: 107 AGASSI CT.
OPEN CUT ROADWAY LOCATION: 107 AGASSI CT. AND REPAIR PER
Nq)OT SPECIFlCATIONS a' W
EIP 0~ ~ ~ TOTAL SY = 156.0 Q
y° W ~
PLAN ~ V ~
~ SCALE 1 "=20' ~a a'
J li W
~~z ~
QOoc~ o
u en ~ ~ W W ~ 000 ~E
w-~~ ~~~o o~
400
~~o~~ Z
a W Q
C~ ~ ~ ~
PROPOSED FES ' ~ Q . ~ ~ Z
PROPOSED CB RIM:398.8~ ~ Q
STA:12+17.76 OFF: 0.00 ~ ~ INV IN: 396.08 24.00" ~ ~
a ' / O
W RIM:394.81 W
396 INV OUT: 391.51"
Is¶NC GROU N V OU T: 391.51 " Ex I © '
~ P~,p
PROPOSED HEADWALL ~ oCe~,e ion cr e~,e P'~P Q -or
SOP = 392.6 1~,'ch ~ 2~ ?
O9
392
S' of 2 -
197.
EXISTING GAS ~1AIN TO BE RELOCATED BY OTHERS Y OTHERS
SIGNATURE
EXISTING WATQR MAIN REVISIONS
TO BE RELOCATED
388 EXISi1NG SEWER MAIN
PROJ.# -
DESIGN BY: DC
384 DRAWN BY: CNL
DATE: 4 20 09
~o I~ ~ PROFILE o SCALE HOR:20
~ SCALE VER: 2
~ ~ ~ ~ ~ SCALE: 1"=20' HORIZ. r r~ 00 ~ ~ ~ ~ ~ ~ ~ ~ 1 =2 VERT,
~ ~ SHEET N0.
10+00 11 +00 12+00 13~ 13+ 00 14+ 00 1 OF 6

A
M I
1 a/ Z
4 W
1
NOW OR FORMERLY ~ ~
SEAWELL, JAMES CHRIS 106 AGASSI CT. ~ W
CARY, NC 27511-6692 ~ O PINS 076207672776 I
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s ~ NOW OR FORMERLY r.
~ McGRAW, FFERIES P. t 112 AG SSI CL ~ O OW Z v
CARY, NC 511-6692 PINS 0762 7672652 ~ H W cfl
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PROPOSED F a ~ I~
6.0" PVC WATERLINE RELOCATION ~;II a
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NOW OR FORMERLY W OR FORMERLY
NOW OR FORMERLY NOW OR FORMERLY DAN C. AUSTIN & WIMBLEDON HOMEOWNERS ASSOC. INC. ARBOUR, MALLARY W. & PATS S. ASSOCIATES INC. ~N C. AUSTIN & SSOCIATES INC.
RALEIGHO, NC 27622-1807 114 AGASSI CT. RALEIGH, NC 276199 9669 '0 BOX 19669 .sue Z 'H, NC 27619-9669
PINS 076211671350 CARY, NC 27511-6692 PIN# 076207674639 PINS 076207673513 LOCATION: 107 AGASSI CT. # 076207674639 O ON: 107 AGASSI CT.
a' W
O r ~ Q
W ~
PLAN ~ V ~
~ SCALE 1 "=20' ~a a' O
J li W
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400 400 o~~Q ~
~ ~ ~ ~ Z
a W Q
t' ~ ~ ~
PROPOSE FES ~ Q
a~Z RIM: 398.8 ~ O
PROPOSED CB'', STA:12 17.76 OFF: 0.00' ~ INV IN: 39 .08 24.00" ~ ~
o RIM:394.81'
W W O
396 NV OUT: 391.51 o qo ' 396 ~ D
xls¶NC GR~~ NV OUT: 391.51'',. ~ Q
'ape' ~e P
ROPOSED HE',ADWALL ~ tore h Go
OP = 392.6 ' ~ '.r o{ 2
9~ 0•
392 392
5' of 2 -
197.3
EXISTING GAS AIN TO BE RELOCA D BY OTHERS
SIGNATURE
EXISTING WA R MAIN REVISIONS
QQ TO BE RELOC TED
38(~ EXISi1NG SEWER M IN 388
PROJ.# -
DESIGN BY: DC
384 384 DRAWN BY: CNL
DATE: 4 20 09
o 0 PROFILE o SCALE HOR:20
SCALE VER: 2
o°'o ~ m ~ m ~ SCALE: 1"=20' HORIZ. obi ~ ~ ~ 1 "=2' VERT, ~ rn
~ SHEET N0.
10+00 11 +00 12+00 13+00 X00 14+00 2 OF 6

Z
W
~ H
W
~ M
O~a~~
a~~~
vW ~ N
li D ~
e e THE CONTRACTOR SHALL CONTRACTOR SHALL O W~ t'
e REPAIR CONCRETE MAINTAIN EXISTING WATER aZ
DRIVEWAY APRON, CURB & SERVICE THROUGHOUT NO AW ~EFFERIESYP. GUTTER. PER TOC CONSTRUCTION. SEE ZZv~
~~a~
CARY,ZNCG27511C6692 SECTION 21000 OF
PIN// 076207672652 SPECIFICATION AND THE SPECIFICATIONS. OWzv
DETAIL 05000.01 H W cfl
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TOTAL = 18 SY 1 -a- -a-
CONTRACTOR SHALL -a- -a- --a-
REPLACE STANDARD GUTTER Z
WITH 3000 PSI CONCRETE W
ACCORDING TO THE
SPECIFICATIONS AND ~
DETAIL 03000.02. ~ Q
TOTAL LF = 28 Z

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13.5
-e- _e_ ~ Z -e- O
s/t/' _e-
t PROPOSED OPEN CUT ROADWAY
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OC ~ ~ ~
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THE CONTRACTOR z ~ W V O
SHALL MAINTAIN
w ~ D
TRAFFIC FLOW AT NOW OR FORMERLY ~ DAN C. AUSTIN & ~ O O
ALL TIMES. ASSOCIATES INC. ~
PO BOX 19669 ~ RALEIGH, NC 27619-9669 W
PIN# 076207674639
LOCATION: 107 AGASSI CT. ~ ~ Q
a~Z ~
~O ~
C REPLA CON TRACTOR SHALL ~ H
REPLACE STANDARD GUTTER O -
CONTRACTOR SHALL WITH WITH 3000 PSI CONCRETE ~ ~ t/~ a
ACCORDING TO THE
OVERLAY ROADWAY A PER SECTION 21000 OF S THE SPECIFICATIONS. (SHOWN AS SHADED ~ \ SPECIFICATIONS AND
DETAIL 03000.02
TOTAL LF = 38
ROADWAY SECTION) ~
NOW OR FORMERLY z
HARBOUR, MALLARY W. & PATSY S. TOTAL SY = 67~ .6J OPEN CUT ROADWAY 114 AGAS51 CT. Y
CARY, NC 27511-6692
PIN~y 076207673513 AND REPAIR PER ,a'
NCDOT SPECIFICATIONS JS
TOTAL SY = 156.0 a'
SIGNATURE
REVISIONS
PROJ.# -
DESIGN BY: DC
DRAWN BY: CNL
DATE: 4 20 09
SCALE HOR:20
SCALE VER: 2
PLAN SHEET N0.
SCALE 1~-10'
30F6

Z
W
LEGEND ¦ GENERAL NOTES
~ H
W
1) EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS
PROPOSED WATER LINE W ARE APPRO~II~~TE. SHOULD ADJUSTMENTS OF ~ M
PROPOSED IMPROVEMENTS BE NECESSARY TO AVOID O~a~~
a~~~
EXISTING WATER LINE w EXISTING UTILITIES, THE CONTRACTOR SHALL
COORDINATE SUCH ADJUSTMENTS WITH THE vW ~ N
EXISTING TELEPHONE T T ENGINEER BEFORE PROCEEDING WITH THE WORK. li D ~
O W v
EXISTING UNDERGROUND FIBEROPTIC LINES 2) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH O ~ Z
THE LATEST REVISION OF THE TOWN OF CARY'S
ZZ v
EXISTING SANITARY SEWER LINE "STANDARD SPECIFICATIONS AND DETAILS" AND THE -ao~c
NORTH CAROLINA DEPARTMENT OF
EXISTING SANITARY SEWER FORCE MAIN TRANSPORTATIONS "STANDARD SPECIFICATIONS FOR OWz~
H W cfl
EXISTING OVERHEAD WIRE OH V~ OH V~~ ROADS AND STRUCTURES", UNLESS OTHERWISE STATED BY THE CONTRACT DOCUMENTS.
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EXISTING RIGHT-OF-WAY
3) THE CONTRACTOR SHALL BE C01~1PLETELY AND t~
EXISTING DITCH LINE ~ ~ ~ SOLELY RESPONSIBLE FOR ANY ENCROACHMENT ONTO PRIVATE PROPERTY. THE TOWN OF CARY Z
W
EXISTING PROPERTY LINE F'L SHALL NOT BE RESPONSIBLE FOR AGREEMENTS
BETWEEN THE CONTRACTOR AND PRIVATE
EXISTING EASEMENT LINE PROPERTY OWNERS.
r ~
PROPOSED TREE PROTECTION FENCING 4) SHOULD THE CONTRACTOR DAMAGE ANY EXISTING TOWN OF CARY UTILITIES, INCLUDING WATER, SEWER Z
PROPOSED SILT FENCING SF AND STORM DRAINAGE INFRASTRUCTURE, THE
CONTRACTOR SHALL IMMEDIATELY' NOTIFY THE
EXISTING IRON PIPE OO EIP ENGINEERING INSPECTOR AND THE TOWN OF CARS'
PUBLIC WORKS DEPARTMENT.
EXISTING SEWER MANHOLE O
EXISTING WATER METER O WM 5) SHOULD THE CONTRACTOR D~~GE ANA' EXISTING
' UTILITIES OWNED B~' OUTSIDE UTILITY PROVIDERS,
PROPOSED WATER METER WM THE CONTRACTOR SHaLL rn~tEDIaTELY CONTaCT
M THE UTILITY' OWNER AND SCHEDULE REPAIRS. THE
EXISTING WATER VALVE W WV TOWN OF C11RY SH11LL NOT BE RESPONSIBLE FOR Z~
W a
PROPOSED WATER VALVE N VW UTILIT'Y' D~~GE CAUSED BY THE CONTRACTOR.
B ~Af~ K W ~
PROPOSED TEE I-'-I 6) THE CONTRACTOR SH11LL NOT BE 11LLOWED TO ~voc
' BLOCK STREETS WITH UNATTENDED VEHICLES OR
PROPOSED REDUCER STOCKPILED MATERIALS. THE CONTRACTOR SHALL OC ~ ~
w~WZ
EXISTING FIRE HYDRANT ~ FH BE RESPONSIBLE FOR MOVING UNDERUTILIZED OR ,S, Q UNUSED EQUIPMENT AWAY FROM THE SITE. QO~~ ~
~ v W W W
PROPOSED FIRE HYDRANT ~ FH UNATTENDED VEHICLES SHALL NOT BE PARKED IN THE CONSTRUCTION ZONE OR WITHIN RESIDENTIAL
Y STREET RIGHTS-OF-WAY. B~~~ ~ O
EXISTING CLEANOUT O CO z
~a ~
EXISTING TELEPHONE PEDESTAL ~ T•P•~• PROJECT ADMINISTRATION W
EXISTING U/G FIBEROPTICS AND MARKERS - ? UGFOCM a J
Q Z
EXISTING CABLE PEDESTAL O CATV 1) THE CONTRACTOR SH11LL PROVIDE 11T LEAST ONE
FULIrTIME, ON-SITE SUPERINTENDENT FOR THIS ~O
EXISTING CATCH BASIN ~ C,B PROJECT. THE PROJECT SUPERINTENDENT SHALL BE OC ~
11PPROVED BY THE TOWN BUSED ON REFERENCES O-
H~
EXISTING MAIL BOX Q MB AND PRIOR PROJECTS WITH THE TOWN. THE PROJECT SUPERINTENDENT SHALL BE ON-SITE FOR ALL
a
EXISTING LANDSCAPE LIGHT ~ LL CONSTRUCTION-RELATED ACTIVITIES FROM
EXISTING LIGHT POLE x LP CLEARING TO SITE RESTORATION. THE PROJECT SUPERINTENDENT SHALL NOT BE REPLACED EXCEPT
EXISTING POWER POLE pp B~' WRITTEN APPROVAL FROM THE OWNER.
PROPOSED AIR RELEASE VALVE W/ MANHOLE ~ AIR PROJECT SPECIFIC NOTES
EXISTING GAS LINE ~ GAS 1) THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 26,340 SF OR 0.605 ACRES.
EXISTING WELL ~ WELL 2) THERE IS NO STATE APPROVED SEDIMENTATION AND
EROSION CONTROL PLAN FOR THIS PROJECT. THE
EXISTING CAPPED END ~ CONTRACTOR SHALL BE RESPONSIBLE FOR
IMPLEMENTING EROSION CONTROL MEASURES IN
PROPOSED BLOW OFF ASS BOFF COMPLIANCE WITH THE CONTRACT DOCUMENTS. SIGNATURE
3) THERE ARE NO USGS DESIGNATED STREAMS WITHIN REVISIONS
EXISTING TREES ~ ~ TREES THE PROJECT AREA.
SHRUB/BRUSH 4) THE TOTAL WASTEWATER FLOW GENERATED BY THIS EXISTING SHURBS/BRUSH PROJECT IS 280 GPD/PARCEL X 9 PARCELS = 2,520-GPD.
PROPOSED CHECK DAM ~ TRENCHING
0
1) THE CONTRACTOR SHALL PROVIDE FLOWABLE FILL
EXISTING IRRIGATION O ICV BETWEEN STORMWATER PIPES CROSSINGS AND
PROPOSED WATER 1~1AIN. THE VOLUME OF THE PROJ.# -
FLOWABLE FILL SHALL CONFORI~1 TO THE DESIGN BY: DC
DRAWN BY: CNL
DIMENSIONS OF THE TRENCH AND SHOULD COVER DATE: 4 20 09
APPROXIMATELY 6 INCHES OF THE STORM PIPE. (SEE SCALE HOR:20
DETAIL 05000.01 ) SCALE VER: 2
SHEET N0.
40F6

NOTES TO CONTRACTOR: PAVEMENT SHALL BE SAWN TO PROVIDE A CLEAN EDGE. SCORED JOINT WITH 8'-0" MAXIMUM VARIABLE AS DIRECTED BY THE ENGINEER
-RESIDENTIAL DRIVEWAYS TO BE 12 FEET TO 18 FEET IN WIDTH. BITUMINOUS JOINT SEALANT. (TYPICAL) SAWED PAVEMENT CUTS.
CONCRETE PATCH REPLACE WITH 2 SURFACE - W
DRIVEWAY BY -COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE A MAXIMUM OF 36 FEET WIDE. 3000 P.S.I. PATCH SHALL BE 7", 3000 P.S.I. COURSE. (TYPICAL) OTHERS 12 CONCRETE OR 7" BINDER COURSE
-ALL CONCRETE SHALL BE 3000 P.S.I. 7 MIN. TYP. SIDEWALK EXISTING PAVEMENT EXISTING PAVEMENT a ° ° ° MINIMUM 10 GAUGE SILT FENCE FABRIC
#-ELEVATION "B" MINUS ELEVATION "A" EQUALS 1 INCH. ~ ° ' °a ~ ~ ~ 6" MIN. LINE WIRES INSTALLED TO SECOND MINIMUM 12J~2 GAUGE ~ W WIRE FROM TOP ~ W
'-II1=1I I II1= 3" MIN. a ~ I I III III II_I _II1- I ,III III I I III I = ~ ° II1="' ITI=I I .III III II1=1i' INTERMEDIATE WIRES
i 1 2" EXPANSION - I„ ~I I i ~ ~;,I - ~I I w _ ~ _ / I I - , , ~ M
JOINTS DRIVEWAY BY OTHERS WITH • = 8" STONE DO NOT DISTURB 12" 12" > CONCRETE DRIVEWAY MAXIMUM RECOMMENDED GRADES 4' MINIMUM -III :..p•,,:•tl. II- EXISTING STONE ° DO NOT DISTURB ~ II III. II a ~ ~ B GRADE
B APRON WITH 6" MINIMUM COVER = - = EXISTING STONE _ z _ _ _ _ II-,~:~ ~ III- VIII I ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -1' _I I I_I I I_I I I_I I I 111_111_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I, , `'~~II~II~ II~II~II~II~II~II~II~II~II~II~II~II~II~II~II~II~II~II~II~II~II~II~II~II~II~II Il~ll~i~r
THICKNESS 1 2" EXPANSION 5 0 0%° =III = I=1~° Ilk ~ / x`~ III=~`~~'`a~~''~::'-•`.,:•°':' III= SHALL BE GRANULAR MATERIAL OR PLOWABLE =III '":~`~•'°,~'~,~"••r•:1 =1 III ~ ~ ~ ~ ~ ~ ~ ~ -~I~-II ~ ~Illr W ~ N
JOINTS - • • - FILL TO PREVENT SETTLEMENT - - 12'-0" MINIMUM - = ~
0 5'-5" ,~6% 111='~•::•'•°;"~•i',••.,~~,;>;. III= (UNSUITABLE MATERIAL SHALL BE REPLACED) _ 1=1 42" I EXISTING x - II-I I-I - ~ II~ FRONT VIEW - ii ~ 0 W
RADIUS 10.6% 11=~ :y'~ „ III= =III 1=1 PAVEMENT _ PIPE PIPE _ II~ ~ II O
CONCRETE A~ -4q° ~ =III-°== ~II I I-I'-'~ -III= ° ~Sy I- I I=11 I-III-III-III III- -III III=11 I-III-III-I I-I II ~ II
DRIVEWAY ° APRON - 5'-0" PIPE DIA. PIPE DIA. ~II~II~ I~II~~i a
COMPACTED 5'-0" 20y + 18" + 18" STEEL POST Z Z ~ ~
BACKFILL CONCRETE SIDEWALK CONCRETE PAVEMENT ASPHALT PAVEMENT NOTE: WOVEN WIRE FABRIC ~ Q NOTE:
EXISTING CURB AND EXPANSION W/ 6" MINIMUM THICKNESS USE SIL USE SILT FENCE ONLY WHEN DRAINAGE AREA SILT FENCE FABRIC ¦ Q
GUTTER (TYP.) JOINT (TYP.) NOTES: DOES N~ DOES NOT EXCEED 1/4 ACRE AND NEVER IN = O W Z
AREAS ~ AREAS OF CONCENTRATED FLOW. o 0 ~ ~ FILL SLOPE ~ W
PLAN VIEW TYPICAL SECTION 1. ALL PAVEMENT CUTS SHALL BE REPAIRED WITHIN A MAXIMUM OF THREE (3) DAYS FROM THE DATE THE CUT IS MADE. IF CONDITIONS DO NOT PERMIT A PERMANENT REPAIR WITHIN THE GIVEN TIME LIMIT, PERMISSION TO MAKE A TEMPORARY i~ N z * FOR REPAIR OF SILT FENCE FAILURES, ~
REPAIR MUST BE OBTAINED FROM THE TOWN ENGINEER. ~ USE No. 57 WASHED STONE FOR ANCHOR ~ M
NOTES: 2. CONCRETE TRENCH CAP ON ASPHALT STREETS SHALL BE USED ONLY DURING INCLEMENT WEATHER WHEN ASPHALT M WHEN SILT FENCE IS PROTECTING ~ GRADE CATCH BASIN.
PLANTS ARE NOT OPERATING. =11~11~1 1= !'~ii~ll~ll~" ~-IIIII_~I III` ~I~_~ ~6" MINIMUM COVER
1. CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK. 3. IN ALL OPEN TRENCHES, BACKFILL SHALL BE COMPACTED TO 95q MAXIMUM DRY DENSITY. THE CONTRACTOR SHALL BE -III -Ili- ICI-' OVER SKIRT
2. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT PROPERTIES BASED ON A PROJECTION OF THE RESPONSIBLE FOR VERIFYING COMPACTION REQUIREMENTS BY SOILS TESTING CERTIFIED BY A LICENSED PROFESSIONAL o - ~li W
PROPERTY LINE FROM THE RIGHT OF WAY TO THE CURB LINE. GEOTECHNICAL ENGINEER. N III ANCHOR SKIRT AS DIRECTED
3. SIDEWALK SECTION SHALL NOT BE REQUIRED ALONG STREETS WHICH ARE NOT PLANNED FOR SIDEWALK. 4. BACKFILL WITH A HIGH CLAY CONTENT, HIGH SHRINK-SWBENDPOTENTIAL, OR HIGH MOISTURE CONTENT THAT CANNOT MEET III I BY ENGINEER
~ ~ COMPACTION REQUIREMENTS SHALL BE DEEMED UNSUITABLE AND SHALL BE REPLACED WITH SUITABLE BACKFILL MATERIAL. ~ 4. THE TOWN IS NOT RESPONSIBLE FOR VEHICLES THAT DRAG DUE TO GRADE OF DRIVEWAY. ~ III I I-11 ~i
a~ THE DRIVEWAY IS PRIVATELY MAINTAINED. a~ 5. ALL PAVEMENT PATCHES SHALL PROVIDE A UNIFORM AND SMOOTH DRIVING SURFACE. a~ 87 ~ SIDE VIEW
DETAIL No. DETAIL No. DETAIL No.
STANDARD DRIVEWAY APRON 03000.13 STANDARD TRENCH AND PAVEMENT REPAIR SECTIONS 05000.01 1 STANDARD TEMPORARY SILT FENCE 04000.01 z
EFFECTIVE: 07/01/04 SHEET 1 OF 1 EFFECTIVE: 06/O1/03 SHEET 1 OF 1 EFFECTIVE EFFECTIVE: 07/01/04 SHEET i of i
R W R W 2._6., / / q 50' RIGHT OF WAY JOINT FILLER
NOTE: MAINTAIN 50' MAX. BETWEEN 2 -0 6" 5' 5' 1/8" RADIUS (TYP.) JOINTS OR AT ALL RIGID OBJECTS. 3" RADIUS 1/2" RADIUS UNDISTURBED }B
1.5' (TYP.) (TYP.) 27' ROADWAY 11.5' ROADSIDE SOIL I I CONCRETE (3000 P.S.I.) 1=III=III=1 THRUST COLLAR
(TYP.) SIDEWALK ununsmiP ~ 1/8" RADIUS 3" RADIUS d ~ CONCRE~ CONCRETE THRUST ~ - L Ill- ~L~IL
2.5' 11' 11' 2.5' o ° . COLLAR 0.02 ~ .02 I d iv COLLAR (3000 P.S.L) • ~--TRENCH A
a " m~ a. n ~ ° . d a°' ~ ~ a (0 ~ WALL
PAVEMENT DESIGN ° ANCHOR ~ ~ D.I.P. C D.I.P.
2.5"5-9.5B ° RING ~ MAIN MAIN
8" A.B.C. 1/2° TRENCH / • TAMPED ~ rc Z ~
50' RIGHT OF WAY SEE DETAIL 03000.02 (TYP.) FRONT ELEVATION q ~ SECTION A-A WALL ~ BACKFILL W
27' ROADWAY SECTION TRANSVERSE EXPANSION JOINT SIDE ELEVATION _ ~ ANCHOR
COMBINATION CURB AND GUTTER 1=III=III=1 UNDIST BEDS- RING
4'-0" 1/8" RADIUS solL W ~
PLAN VIEW SECTION VIEW ~ a O
26' PRIVATE INGRESS/EGRESS EASEMENT 1-3/4" R
° 0.25 ~ 1 8„ R e e . J LL
4' 12' ROADWAY 4' 0.04 ~ iv / 3/4" R ° A '
GUTTER GUTTER a s ° d I a d a " e n . c °.d a SCHEDULE - - ~ Q ~ to
d e ° PIPE da ° n e. a ° PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR RING RINGS REQUIRED ~ ~ z ~ J
d C~ W v - A B c W a
SEE DETAIL EXPRESSWAY GUTTER 6,~ MAIN ~ 6",8",12" 1'-0" 1'-0" 2" ONE U ~
03000.02 TYP. FOR USE ON ALLEYS ONLY 9 9 ( ) ~ ) 16" 1'-4" 1'-0" 2" ONE ~ ~ ~ ~ O W
ALLEY (ONE WAY) 1'_6° 20 1'-4" 1'-0" 3" ONE U ~ ~ 0
~ INCREASE PRIVATE INGRESS/EGRESS EASEMENT WIDTH TO 30' a FOR TWO WAY OPERATION A ~ 24" 1'-4" 1'-0" 3" TWO ~ ~ ~ ~ ~
a ° m ° MEDIAN CURB AND GUTTER INCREASE ROADWAY WIDTH TO 16' FOR TWO WAY OPERATION A.B.C. MINIMUM a° ~ 6 NOTES: SIDE ELEVATION a W 30" 1'-4" 1'-2" 4" TWO
DEPTH = 3 1/2" ° 36" 1'-4" 1'-4" 4" TWO REINFORCING a a
NOTES: a o°„ e ~ o gg{{° 1. CONCRETE SHALL BE 3,000 P.S.I. p0 °°e ° °e o°e ° eeeo (/e I.
0 00,o eooo ~,o0 4oo°e~, J 2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. 1. NORMAL CROWN OF 0.02' PER FOOT UNLESS OTHERWISE DIRECTED BY TOWN ENGINEER. ,e°n_,°~e'oo ~ en/°~•'° o ^o,~e//~~'o °gg--° //A 15' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED. NOTE: ~ ~ Z
e (A~'eooo~°oLP OIh°e Oe~VeOO~Vb e~G~° 1 ) ~ 2. PAVEMENT DESIGN SHALL BE AS SHOWN OR AS CALCULATED ACCORDING TO SPECIFICATIONS, WHICHEVER IS GREATER. ~ A, B, C, UNDER STANDARD 3. FINISH ALL CONCRETE WITH CURING COMPOUND. ~
~ 6" TO 16" MAINS = 12-N0. 7 BARS 20" TO 36" MAINS = 12-N0. 8 BARS ~ ~
a~ 3 PARKNGEDIRAINAGE AND ~MOOTHWIRANSTIONEOFIDRIVEWAYSOVAL. DESIGN MUST ADEQUATELY ADDRESS ON-STREET a~ CURB 8c GUTTER 4. REFER TO NCDOT DETAIL 846.01 SHEET 2 OF 2 FOR CURB AND a~ GUTTER SUPERELEVATION RATES. 87 ~ BARS PLACED AS SHOWN O
DETAIL No. DETAIL No. DETAIL No. ~ 0
STANDARD LOCAL STREET TYPICAL SECTIONS 03000.01 STANDARD CONCRETE CURB AND GUTTER 03000.02 2 STANDARD THRUST COLLAR INSTALLATION 06000.14 ~ ~
EFFECTIVE:09/08/OS SHEET 3 OF 3 EFFECTIVE: 09/08/OS SHEET 1 OF 1 EFFECTIVE EFFECTIVE: 07/01/04 SHEET i of i Q
SAWED PAVEMENT CUTS.
W REPLACE WITH 2" SURFACE
y y PATCH SHALL BE 7", 3000 P.S.I. COURSE. (TYPICAL)
MINIMUM CONCRETE BLOCKING (C. Y.) CONCRETE OR 7" BINDER COURSE
" NOM. PIPE TEES & 90' 45' 22-1/2' 11-1/4' A A I ~ DIA. IN. DEAD ENDS BEND BEND BEND BEND EXISTING PAVEMENT
1-III~~~III~~~II~,IT I_- III_~„III="I lit=11 .III~~IIIIIIIIII,~,II'
~ a ~ 4 1 /3 1 /3 1 /3 1 /3 1 /3 3 TIMES INNER LD. ?I DO NOT DISTURB 12" ~ ~ ~ 12" w
DIAMETER (I.D.) PIPE m W EXISTING STONE II e::`...'~v,:-':.••:•••.::'• " • • o DO NOT DISTURB i=l...,:.'':,:';.:~ :`°c v EXISTING STONE
6 1/3 1/3 1/3 1/3 1/3 -III : > .
SHALL BE F SHALL BE GRANULAR MATERIAL OR PLOWABLE •~,~"~r,'":,:::.~'°::'•:'`'•:•' `•e`: ; z FILL TO PREVENT SETTLEMENT ;III 4•~ ;:x ~
RIP RAP APRON ~ 8 1/3 1/2 1/3 1/3 1/3 (UNSUITP (UNSUITABLE MATERIAL SHALL BE REPLACED) - • ' ••°~••`•4' ~ ° :
~ ~ VIII°'`~ PIPE PIPE
~ ~ 10 2/3 3/4 1/2 1/3 1/3 IIIIII`~•.:~
~ ~ ~ ~ I ASPHALT PAVEMENT dill ~I•il=lil=lil=Iii=r
PLAN VIEW ` ~ 12 3 4 1.0 2 3 1 3 1 3 / / / / ~ I ~ I PIPE DIA. SIGNATURE
+ 18" REVISIONS
NOTES: ~ ~ ~ 14 1.0 1-1/2 3/4 1/2 1/3
1) L =THE LENGTH OF THE RIPRAP APRON. EXISTING GROUND
2) d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT 16 1-1/3 2.0 1.0 1/2 1/3
LESS THAN 6" (inches). III-III III III III-III III I I III III=1 I I- 1, ~ 111=1 I I III-I I III III=1 I I 11= I I III-I 11=1
UNDISTURBED 18 1-2/3 2-1 /3 1-1/3 2/3 1/3 -III III-III-, , ~ I I I I I 1-1 11=1 I I I I I' I I 1=1~ III -1 I I ~ I I I I I I I I I I I I ~ ~ I 11-
° 3) A FILTER BLANKET OR FILTER FABRIC SHOULD BE - EARTH L INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. DO NOT DISTURB = _ ~ w EXISTING SOIL 12" IIII III= 12' ~ DO NOT DISTURB
PIPE 20 2.0 3.0 1-2 3 3 4 1 2 / / /
° o (IIII 111111 z EXISTING SOIL SHALL BE GRANULAR MATERIAL OR PLOWABLE VIII 111111 ~
_ _ _ _ _ _ _ _ -1 ~ ~ I I-1I I-1I I-1I1=1 I-1I I I III III I I I_I I I_I I I_I V I I I ~ =1I I-1I 1-1I1- 24 3.0 4-1 /3 2-1 /3 1-1 /3 2/3 FILL TO PREVENT SETTLEMENT 1=1 I1=1
I_~I I ~I I ~I I ~I I ~I I ~I I ~I d I1=1 I hI I„III„.I ,,III„ III_,II (UNSUITABLE MATERIAL SHALL BE REPLACED) PROD.
I1=11 * CONCRETE SHALL BE 3000 P.S.I. MIX. hill ; PIPE PIPE ' IIITI~ DESIGN BY: DC =1 II-~
~~-~~1~111~111~111~111 11-111~~~III~~llll~~~ -ITI , - _ - ITI- DRAWN BY: CNL YARD AREAS i-1 = _ _ -11-1
FILTER FABRIC NOTE: III„III-III-III-111-111-111-111,,,111; DATE: 4 20 09
~ SECTION A-A ~ ~ FITTING SHALL BE WRAPPED WITH A MINIMUM 4 MIL PLASTIC, ~ PIPE DIA. SCALE HOR: 20
a~ a~ NO CONCRETE SHALL COVER BOLTS OR GLANDS. a~ 8, ~ + 1s" SCALE VER: 2
DETAIL No. DETAIL No. PIPE OUTLET TO FLAT AREA DETAIL No. SHEET N 0.
~7~7 04000.20 STANDARD REACTION BLOCKING 06000.13 NO WELL-DEFINED CHANNEL SHEET 1 OF 1 SHEET 1 OF 1 3 DOUBLE PIPE TRENCH AND PAVEMENT REPAIR SECTIONS D B L 5 0 F 6
EFFECTIVE:07/O1/04 EFFECTIVE: 07/O1/04 SHEET 1 OF 1

v z v z v vm o vm o vm I'1'I GENERAL NOTES: p
~ ~ -ALL MORTAR JOINTS ARE 1/2" ± 1/8" H Q
z ¢¢3 z ¢¢3 z o z~= o GENERAL NOTES: z~= o D v~ Q U D,.., v~ ae U D,.., v~ r O TI ~ U SLOPE AS INDICATED ON PLANS ~ J O N r O TI ~ L7 / „ LL JON r O ~'I ~ U D N O O -BOND BRICKWORK WITH FULL HEADERS EVERY THREE COURSES. z ~ = V Z N
,m.,z~=y PLACE GROOVE OR 9„ ooNxz Hz~xy CHAMFER ALL CORNERS 1 OR HAVE A RADIUS OF 1 oo~xz Hz~xy ~ ~ j z T = ~ -CONCAVE TOOL ALL EXPOSED JOINTS. O OJ d = z
QQ~°~ BELL END OF PIPE / waZ~ QQCfln~ ~Z S7 ~ ~ xmzDm TO FACE OF WALL ~F HUQO~ =mzDm PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42" ~va¢e~~ ?~zDm _ _ ~ D n m BUTN~S USEDRONLY INLCOMPUTINGSENDWALLHDIMENSIONS AND QUANTITIESPTABLE, W Q Q LL =
z=~°° 5 ~=~zw z=~°° AND OVER WITH A MINIMUM OF 3" COUER AND A LENGTH OF 6" LESS THAN ~=~zw z=oo ~vr \ _ cAH OJ '-'pr cAH OJ ~Or ~ Z 2 ~ O ~ -CONSTRUCT THE BASE WITH FORMS. ~ _ ~ Z W ~ r
o=~z ; ~ N oo~¢ n=~z ENDWALL LENGTH. oo~¢ n=~z i n O ~ -USE CLASS 'B' CONCRETE. ~ ~ ~ ~ Q ~ W 2 Z p ~
' `r~D I x o ~ z I-IQ ~~D Q ~ D~ I~-~ coNC. FD D~ zF~ D~D D ~ D -PAY FOR CONCRETE AS BRICK MASONRY. Z ~ ~ W (gyp V -CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. d 0 ~ ~ M
~0 V 3 1 PIPE #4-BARS Wo ~o ~ CONSTRUCT BOTTOM SLAB WITH FORMS. Wo ~o ~ z I I I I - ~ ° z DO NOT INTERPRET WALL THICKNESS T SHOWN FOR THE THICKNESS n ? z ~ Z ~ PLAN -JUMBO BRICK WILL BE PERMITTED. n W
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES. cv cv cv cv cv cv cv vi m m m m m m 0 a
PLAN ~ 12" v v v v v v v VARIABLE TO SUIT CONDITION co i~ io o a co in in io a o m iv co
B WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM FOOTING OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS. a a cn cO N r ~ r r a M m a a SLOPE AS INDICATED ON PLA~
~ (IF CONST. JOINT IS USED) DOWEL W n SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED W
i D Z G M G END ELEVATION BAR-"X" J N i D Z BY THE ENGINEER. J N Z m ocC'iH~ Z m acC7H~ m _ ~ ~ ~ ~ ¦ m B ~IIfE M G "2' 0" 8" ~ Y _ N N ~ v ~
~ ~ ~ ~ ~ N ~ Y ~ G ~ ~ ~ N ~ Y N ~ ~ ~ rn ~ N W ~ ~ m ~ WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM N W w N r W Z ~ I I MIN. ~ ~ H - V N N N N W - Q W Y L7 ~ = o~ ~ ~ ~ O ~ Q ¦ CA ~ ~ ~ ~ r ~ r " ~ " " 1O r Z
= p ~ VI DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE z J ~ = p ~ f11 OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH. z J o 1 ~ C7 N a a ~ C'S ~ ~ O 1 ~ ~ ~ ^ ~ z
C C rn PIPE SINGLE PIPE DOUBLE PIPE O' Q C C m E LA "B" N BETE. ~ O ~ ° ~ r ~ W ~ W US C SS CO C ~ - m ; o (J1 r 7C = I ~ r J ~ a ~ ~ ~
~ r Z ~ LOC. pIA. 15" 18" 24" 30" 36" 42" 48" 15" 18" 24" 30" 36" 42" 48" ~ ~ ~ ~ r Z ~ ¢ ~ ~ r ~ CONC. C.S. ¢ Q = OL ` r D I PIPE PIPE O 3
~ m D z ~ I I BARS ..X., „X„ ,.X., „X„ .,X„ ,.X., y* „X„ y, „X„ ,.X., „X„ ..X„ ,.X„ „X„ y* .,X,. y, ? J W w w m G z ° J W w = ~ : z 7D H v _ G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 ? J d a ~ v ? J d a C v y ¢ N N~~ D D ¢ N N ~ m D C Z ~
D M QTY. - - - - - - 2 - 2 1 1 2 2 2 2 2 3 2 v~ r v ¢ a d a r v ¢ a d a ~ m Z v H ~ D - ¢ W a~mZZ ° ~ aWd~ O W Z V
m f r L pOWEL G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 Z Q m f r Z D OD 0 m v TOTAL LBS. 9 9 14 14 19 55 65 12 12 19 19 23 77 92 ¢ Z W ~ RI v ¢ Z W ~ ~ ~ D ~ 0 ~ ~I 1~:1 SLOPE ~ H Z ? CC
~ ~ ~ D OPTIONAL CONSTRUCTION JOINT N W m ~ ~ ~ ~ D ~ W m ~ ri r ~ D ~ H r n D B ~ TYPICAL SECTION THRU WALL ~ = W _
o C~~ DIMENSIONS AND CONCRETE QUANTITIES = W O ~ a C A N = W O Q v < r~ r Z USING CONCRETE PIPE N Q 2 ° C ~ H 0 2 m~ ~ = m R1 z ELEVATION END ELEVATION ~ v ~ T ~ ~
< y O ELEVATION COMMON DIMENSIONS SINGLE PIPE DOUBLE PIPE J W ~ U y J W ~ ~ ~ ~H m D H B G T S L YD3 M L YD3 C'3 T1 ~H ~'I C7 ~0; yO m ~ ~ ~ DIMENSIONS AND CONCRETE QUANTITIES ~ ~ M
m Z° zv m Z° wvZ~ y O TI USING R.C.P. USING C.S.P. C7 D: N ~ W ~ ~ COMMON DIMENSIONS COMMON DIMENSIONS Z m BRICK CONC. BRICK CONC. W
~ N ~ ~ 15" 3' 3" 1'-8" 2' 9" 21/4„ 9~" 5'-6" 0.7 2' 2" T-8" 1.0 w Z Z r ~ y ~ ~ Z r 18" 3'-7" 1'-10" 3'-2" 2L¢" 10" 6'-4" 1.0 2' 7" 8'-11" 1.3 O Q r O Q D H B G M T YDs YDs H B G M Y03 YDs
rn 24" 4' 2" 2'-1" a'-0" 3" 10" 8'-0" 1.5 3'-5" 11' 5" 2.0 ~ m ~ 15" 2'-5" 1'-8" 2'-10" 1'-O" 1%g" 0.562 0.386 2'-3" 1'-4" 2'-9" 0'-11" 0.480 0.288 *QUANTITIES BASED ON 2'-0" 18" 2'-8" 1'-8" 3'-2" 1'-2" 2" 0.691 0.412 2'-5" 1'-8" 3'-O" 1'-0" 0.581 0.394
30" 5'-0" 2'-s" 4' 7" 41x4" 11Y2° 9'-2" 2.3 a'-3" 13' 5" 3.1 36" 5'-8" 2'-6" 5'-6" 4~q" 11L~" 11'-0" 3.4 5'-0" 16'-0" 4.5 24" 3'-4" 2'-O" 4'-1" 1'-5" 3" 1.123 0.586 2'-11" 1'-8" 3'-9" 1'-3" 1.840 0.446
42" 6'-2" 3'-1" 6'-4" 51/q" 11 Y2° 12'_8" 4.5 5'-10" 18'-6" 6.0 30" 3'-9" 2'-4" 4'-8" 1'-9" 31/2" 1.513 0.774 3'-4" 2'-0" 4'-5" 1'-6" 1.167 0.612
48" 6' 9° 3' 5" T 2" 5~" 111'2° 14' 4" 6.0 fi'-8" 21' 0° 8.0 SHEET 1 OF 3 *SEE SHEET 3 SHEET 1 OF 3 HEET 3 OF 3 SHEET 3 OF 3 SHEET 1 OF 1 36" 4'-3" 2'-4" 5'-5" 2'-O" 4" 1.955 0.846 3'-9" 2'-4" 5'-O" 1'-9" 1.562 0.798 3 SHEET 1 OF 1 42" 4`-11" 2`-8" 6'-4" 2`-4" 51/q" 2.841 1.097 4`-5" 2'-8" 6'-0" 2'-0" 2.318 1.043 SHEET 1 OF 1
838.01 838.01 838.01 838.01 838.15 1 838.15 48" 5'-7" 3'-0" 7'-3" 2'-8" 53/q" 3.865 1.381 4'-11" 2'-8" 6'-9" 2'-3" 2.929 1.125 $38..15
~ BACK OF CURB z m FAAWE GAATE AND HOOD NOTES: MORTM JOINTS l~" 1/g" THICK.
~ ~ X SEE STD.NO. 840.03 USE CLAS$ "B" CONCRETE THROUGHOUT. O } F Q "i~
N • Z 1' 0" TOP ELEVATION USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. ¢ Q ~ • 31~ O O DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. z ~ _ = I~ r ~
r Q ~ ~ G7 Y Y USE N4 BM DOWELS AT 12" CENTERS. r-i ~ U m z = ~ PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" ~ J Ct Z Z
h-i ~ D A _ _ _ - - ON CENTER. USE STEPB WHICH COMPLY WITH STD. DRAWING 840.66. ° Q (n = _ ~ D D m m B USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. W Q Q IL =
Z ~ USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS ~ U ~ O C3 V = G7 Q O 8" 8" x OF SECTION 84D OF THE STANDARD SPECIFICATIONS. F = F z H
Z I..I O r ~1 MIN. MIN. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADO TO SLAB N F ~ O J ~ ~i ~ H 6n D AS SHOWN ON STD. NO. 840.00. ¢
D MIN, FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE O ° U7~ D 12" WALL TO 6 -0" FRg1 TOP OF WALL AND 8" WALL FOR THE REMAINING Z N ~ ~ V v~'' .~~o. ° ~w' 6'-0". OUANTITES TO BE ADJUSTED ACCORDINGLY. ~ ~
(A ~ ~ PLAN X CONSTRUCT WITH PIPE CROWNS MATCHING. Ct ° O
z SECTION X-X CHAMFER ALL EXPOSED CORNEAS 1". ~ ?
m TOP ELEVATION ro ~ DRAWING NOT TO SCALE.
_ _ _ _ _ _ _ _ _ _ FRAME GRATE AND HOOD TOP ELEVATION
SEE STD.NO. 840. D3 STEPS -STD. N0. 840.66 STEPS STD. N0. 840.66
~8 B ~ MIN. A MIN. _
m x o TOP ELEVATION _ ~ z I ~ 6„ A O
W r ~ ~ 6 B E w ..o,._ ..c_.. Q H E ~ Z Z~
N = c ~ N W a
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~ = v B" T SECTION J-J s"MIN. a : ' .a:: -.c ' :o . Q V F - a] ~ MIN. YrHERE 3D"T03G'PIPE IS USED F _ F W D E SECTION M-IM 3 SEE NOTE ° ~C N J ~
m y ~ WHERE 42'TO 54"PIPETS USED = ~ ~
N Z RISER HT WHERE 30"TO 36"PIPE IS USED N Z Q VARIES E Fi m w~WZ
I_ J o - ~ I ~ z ~ - I B M I=- - M w QO~~
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4YHERE 42' TO 54" PIPE IS USED o
SHEET 1 OF 2 DETAIL SHOWING METHOD SHEET 1 OF 2 a W
$40.01 OF RISER CONSTRUCTION PLAN PLAN 840.01
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SIGNATURE
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DESIGN BY: DC
DRAWN BY: CNL
DATE: 4 20 09
SCALE HOR:20
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SHEET N0.
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