20140549 Ver 2_More Info Received_20150720

Strickland, Bev
From: Shane Vandergrift <svandergrift @wce- corp.com>
Sent: Monday, July 20, 2015 2:38 PM
To: Strickland, Bev
Cc: 'Becky Ward'
Subject: RE: Ridgecrest Road Pipe Repair - DWR# 140549 Ver 2
Bev,
The Ridgecrest Repair PDF's are attached.
Let me know if anything else is needed.
Thank you
Shane Vandergrift
Ward Consulting Engineers
From: Becky Ward rmailto:bward(a)wce- corp.comI
Sent: Monday, July 20, 2015 1:56 PM
To: 'Shane Vandergrift'
Subject: FW: Ridgecrest Road Pipe Repair - DWR# 140549 Ver 2
Becky L. Ward,
4805
Raleigh, NC it 16 8 A
i II 26
• •
email: I . • • I
From: Strickland, Bev (mailto :bev.strickland @ncdenr.eovj
Sent: Monday, July 20, 2015 1:27 PM
To: Becky Ward <bward @wce- corn.com>
Subject: Ridgecrest Road Pipe Repair - DWR# 140549 Ver 2
Ms. Becky,
Could you please send me a pdf full -size copy of all maps provided with the above project?
Also, below is a link to the above project file.
http:// its .enr.state.nc.us /Weblink8 /0 /fo1/236990 /Rowl.asox
Thanks
Bev
Beveody Storliclll lllarm , fa eorflidl me AdrrflrflstraU)r
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
1

Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev.Strickland @ncdenr.gov

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VICINITY MAP
(NOT TO SCALE)
TOWN OF CARY WATER RESOURCES DEPARTMENT
PROJECT MANAGER MR, DAN CLINTON (919) 380 -2773
316 N, ACADEMY STREET, CARY, NC 27512
FIELD SURVEYS BY:
TURNER LAND SURVEYING
3719 BENS ON DRIVE, RALEIGH, NC 27609
PHONE: [phone]
REVISIONS
Date Description
r Resources Department
Town Hall Campus
316 North Academy Street
Cary, N.C. 27513
Tel: [phone]; Fax: [phone]
www.townofcary.org
NORTH CAROLINA
RIDG CR ST ROAD PIPE REPAIR
F% p,13AD
OLD AP
Cover Sheet Scale: 1" = 200' (GIS data)
Control Datum: NAD 83, NAVD88
Designed By: B. Ward PE
Drawn By: SV
Date: 6 -17 -2015
5
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Storm Drainage Improvements
Project No. GG6007
W. PARK STREET
WILL ❑W STREET
RIDGECREST ROAD
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PROJECT
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LOCATION MAP
Project Engineer
Becky L. Ward, P.E.
Ward Consulting Engineers P.C.
NCBELS Firm No: C -2619
4805 Green Road, Suite 100
Raleigh, NC 27616
(919)870 -0526
Signature
Date
�%•%`��N CARP
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SEAL =
13344
=; ��r• �NG � NEF�' P��
SEAL
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Town of Cary
Director of Water Resources
Signature
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200 100 0 200 400
SCALE: 1" =200'
Date
SEAL
Total Sheets
SITE DATA
Ridgecrest Road
6 inch D.I.P. Water 140 L.F.
24 inch RCP 106 L.F.
48 inch RCP 104 L.F.
8 inch D.I.P. Sewer 20 L.F.
15
Internal Control Approval Authorizing Release By The Town of Cary Engineering Department.
(Check Indicating Type of Plan)
Final Drawings (No Marking)
Certification Optional:
Preliminary Drawings - Do Not Use For Construction
Progress Drawing - Do Not Use For Construction
Final Drawing - Not Released For Construction
Final Drawing - For Review Purposes Only
Not a Certified Document as to the Original Document but ONLY as to the Revisions
INDEX OF SHEETS
Sheet No.
Description
1
TITLE SHEET
2
GENERAL NOTES AND CONSTRUCTION SEQUENCE
3
TRAFFIC CONTROL - ROAD CLOSURE
4
TRAFFIC CONTROL - LANE CLOSURE
5
EXISTING CONDITIONS AND EROSION CONTROL PLAN
6
DEMOLITION PLAN
7
BASE BID PLAN AND PROFILE EW -3 TO HW -1
8
BASE BID PLAN AND PROFILE JB -2 TO CI -4
9
ALTERNATE PLAN AND PROFILE EW -3 TO HW -1
10
ALTERNATE PLAN AND PROFILE EW -3 TO CI -4
11
PROPOSED WATER RELOCATION
12
STREAM PLANTING, STABILIZATION AND DETAILS
13
EROSION CONTROL AND PLANTING DETAILS
14
DETAILS
15
WATERLINE DETAILS
Total Sheets
SITE DATA
Ridgecrest Road
6 inch D.I.P. Water 140 L.F.
24 inch RCP 106 L.F.
48 inch RCP 104 L.F.
8 inch D.I.P. Sewer 20 L.F.
15
Internal Control Approval Authorizing Release By The Town of Cary Engineering Department.
(Check Indicating Type of Plan)
Final Drawings (No Marking)
Certification Optional:
Preliminary Drawings - Do Not Use For Construction
Progress Drawing - Do Not Use For Construction
Final Drawing - Not Released For Construction
Final Drawing - For Review Purposes Only
Not a Certified Document as to the Original Document but ONLY as to the Revisions

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TREE REMOVAL
NOTE:
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/ / / / // / / / CLASS II RIPRAP
♦ / / //� �/ / / / TO TOP OF BANK v /
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••••
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SCALE: 1 " =10'
��� •� - - -
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/ ♦ ♦♦ / 452
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k-" PLANTING ZONE B
PLANTING ZONE B1
v CLASS II RIPRAP APRON
ROOTED PLANT PLUGS OR
LIVE STAKES
10 5 0 10 20
SCALE 1 " =10'
PLANTING NOTES:
1. TEMPORARY PLANTING WILL OCCUR IMMEDIATELY AFTER CONSTRUCTION TO STABILIZE AREAS
OF BARE SOIL.
2. PRIOR TO PERMANENT PLANTINGS AND SEEDING, THE SITE SOILS SHALL BE PREPARED FOR
PLANTING. WHERE NEEDED THE SOILS SHOULD BE RIPPED TO IMPROVE COMPACTED SOILS. IF
NECESSARY SOILS SHALL BE AMENDED WITH STORED SITE TOPSOIL TO FACILITATE VIGOROUS
PLANT GROWTH. EXOTIC AND INVASIVE PLANTS SHALL BE TREATED AND REMOVED.
3. ROOTED PLANT PLUGS SHALL BE 18 -30 INCHES IN HEIGHT AND LIVE STAKES SHALL BE MINIMUM
18" IN LENGTH WITH A MINIMUM 1/2" CALIPER. THE PLANT SIZE REFERS TO THE SIZE OF THE
PLANTS AT INSTALLATION.
4. THE SPACING OF THE PLANTS SHALL BE 3 FEET ON CENTER. UNLESS OTHERWISE NOTED.
5. PLANTS WILL BE KEPT SHADED AND WELL WATERED TO MAINTAIN HEALTHY VIGOROUS
CONDITION PRIOR TO PLANTING.
6. PERMANENT SEED MIX REQUIRE ADVANCE PRE -ORDER AND SHIPMENT.
SEED MIX SHALL BE ERNST CONSERVATION SEEDS NC PIEDMONT RIPARIAN MIX OR APPROVED
EQUAL. APPLICATION RATE IS 20 LBS PER ACRE. PLACE RIPARIAN SEE MIX OUTSIDE OF RIGHT OF
WAY IN DISTURBED AREA ADJACENT TO THE STREAM ZONE B.
7. TEMPORARY SEED MIX TO BE SOWN SIMULTANEOUSLY WITH THE PERMANENT SEED IN ALL
PLANTING ZONES AND DISTURBED AREAS OF THE PROJECT SITE.
8. PLANTING STOCK TO BE GROWN BY NURSERIES WITHIN THE SAME PHYSIOGRAPHIC REGION
(PIEDMONT) AND WITHIN 200 MILES OF THE PROJECT SITE. ALL PLANT MATERIAL SHALL
CONFORM TO OR EXCEED THE AMERICAN STANDARD FOR NURSERY STOCK (LATEST EDITION)
AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
9. THE SITE SHALL BE PLANTED BY THE ZONES DEPICTED ON THE PLANS AND AS LISTED IN THE
PLANTING ZONE DESCRIPTIONS BELOW SHOWING THE SPECIES AND TOTAL NUMBER OF PLANTS
TO BE INSTALLED IN EACH ZONE.
10. FERTILIZER RECOMMENDATIONS:
LIME' /2 TON /AC
PHOSPHATE 20 -40 LBS /AC
POTASH 50 -70 LBS /AC
11. ROOTED PLANT PLUGS /LIVE STAKES ARE COMBINATION THERE OF
CORNUS AMOMUM - SILKY DOGWOOD
CEPPLAATHUS OCCIDENTALS - BUTTONBUSH
SALIX SERICA - SILY WILLOW
FRAXINUS PENNSYLVANIA - GREEN ASH
ALNUS SERRULATA - TAG ALDIER
12. DISTURBED STREAMBANKS ZONE A MATTED WITH
COCONUT FIBER (COIR) BLANKET C -700
INSTALLED WITH 12" NOTCHED WOODEN STAKES.
13. DISTURBED ZONE B1 - MAT AREA WITH EXCELSIOR MATTING.
SEED AND EROSION TOP ROOTED
PLANT
STRAW CONTROL SOIL
ZONE PLUGS OR SEED MIX
MULCH FABRIC (CY) LIVE STAKES
(SY) (SY) (EA)
A 264
120
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B 226
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/
MINIMUA
GAUGE
NOTE:
USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 114 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
�sOIL
/ SILT FENCE
1 SCALE: NOT TO SCALE
8' -0" MAXIMUM
VARIABLE AS DIRECTED BY THE ENGINEER
I I I I
- SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM. TOP
FRONT VIEW
'1
MINIMUM 12Y2 GAUGE
INTERMEDIATE WIRES
- GRADE
i... I i��.
�- STEEL POST
T� WOVEN WIRE FABRIC
SILT FENCE FABRIC
O 2
0
FILL SLOPE
N Z
IN
GRADE
6" MINIMUM COVER
OVER SKIRT *
0
ANCHOR SKIRT AS
DIRECTED BY ENGINEER k
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
SEEDLING /
HEALING IN
1. Locate a healing -In site In a shady, well
protected area.
2. Excavate a flat bottom trench
12' deep and provide drainage.
Y7'
3. Backfill the trench with 2' well
rotted sawdust. Place a 2' layer of
well rotted sawdust at a sloping angle
at one end of the trench.
4, Place a single layer of plants
a ainst the sloping end so that
tie root collar is at ground level.
5. Place a 2' Layer of well rotted
sawdust over the roots maintaining
a sloping angle.
6. Repeat layers of plants and sawdust
as necessary and water thoroughly,
REFORESTATION DETAIL
3 SCALE: NOT TO SCALE
VELOCITY DISSIPATION
ON AREA 10' MIN LENGTH
STREAMWISE
B i=
B'
DOWNSTREAM SEDIMENT
DIKE TO FORM VELOCITY
DISSIPATION POOL
WORK
AREA
Y
* FOR REPAIR OF SILT FENCE FAILURES
USE DETAIL 04000.23
DETAIL No.
04000.01
SHEET 1 OF 1
LINER BARER❑ ❑T PLANTING DETAIL
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
1y
y
im - i
2'
1, Insert planting bar 2. Remove plantin bar
as shown and pull handle and place seedling at 2' toward planter
toward planter. correct depth. from seedling.
C� r y
4. Pull handle of bar 5, Push handle forward 6. Leave compaction
toward lanter, firming firming soli at top, hole open. Water
SOIL at �ottom, thoroughly.
KBC PLANTING BAR
Planting bar shall have a
PLANTING N ❑TES 1 blade with a triangular
cross section and shall
be 12' Long, 4' wide and
PLANTING BAG 1' thick at center.
During plantin seedlin s
shall be kept in a moisq I
canvas bag r similar
container �o prevent the
root systems from drying.
ROOT PRUNING
1 All seedlings shall be root
pruned, If necessary, so that
no roots extend more than
10 Inches (10') below the
root collar.
SILT BAG
STREAM
DISCHARGE HOSES
DIVERSION
PUMP
IP
DEWATERING PUMP
_ A
A'
INTAKE
INTAKE I
HOSE
HOSE
_OW
ON PLANS, PRIOR TO COMMENCEMENT OF
SEDIMENT DIKE
CLEAN WATER DIKE
- SUMP HOLE
WORK AREA LENGTH NOT TO EXCEED _
OF ONE EVERY 300 FEET. THE SIZE OF EACH
OR POOL
THAT WHICH CAN BE COMPLETED IN ONE
(12" TO 18"
(1
DAY 500 LINEAL FEET MAXIMUM
W
VISIBLE FROM BOTH SIDES OF THE FENCE.
DEEP, 2' DIA)
PUMPS SHALL DISCHARGE
THE SIGN MUST CONTAIN THE FOLLOWING
ONTO SANDBAGS TO DISSIPATE VELOCITY
p
IMPERVIOUS
"" 'FETING
+ Z
w3::2
N
0.
m,-J
SECTION A -A
/ TYPICAL PUMP AROUND OPERATION
4 SCALE: NOT TO SCALE
80% LENGTH
OF SEDIMENT _
DIKE
NOTES:
1. SEDIMENT DIKES REQUIRED FOR PUMP AROUND
OPERATIONS ARE CONSIDERED INCIDENTAL TO PUMPING.
2. WORK AREA TO BE STABILIZED AT THE END OF EACH
WORK DAY.
3. STABLE OUTLET TO CONSIST OF ROCK PLACED IN
CHANNEL FOR ENERGY DISSIPATION. THE OUTLET WILL
BE APPROVED BY THE ENIGINEER PRIOR TO PUMPING.
i
LONGITUDINAL ANCHOR
TRENCH
-*
STAKE AT 3' -5'P
+ INTERVALS
P
OF
.L�
r
ft�-Sm
�
TERMINAL SLOPE AND CHANNEL
ANCHOR TRENCH
CHECK SLOT AT 25'
INTERVALS (MIN)
ISOMETRIC VIEW
WOODEN
STAKES
INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT
TYPICAL MATTING INSTALLATION
2 SCALE: NOT TO SCALE
g
NOTES:
1. CHECK SLOTS TO BE CONSTRUCTED AT
25' INTERVALS.
2. ALL MATTING TO BE SECURED WITH
WOODEN STAKES ACCORDING TO THE
SPECIFICATIONS AT 5' INTERVALS.
3. FABRIC OVERLAP WHEN 2 ROWS OF
MATERIAL ARE USED SHALL BE PLACED
WITH THE UPPER ROW OF MATERIAL
PLACED OVER THE LOWER ROW OF
MATERIAL.
4. TRENCH MATTING AT TOP AND BOTTOM
OF MAT AS SHOWN IN DETAIL
5. OVERLAP FABRIC IN DIRECTION OF FLOW
WITH MATTING UPSTREAM ON TOP OF
DOWNSTREAM MAT.
6. MATTING WILL BE INSTALLED ACCORDING
TO THE SPECIFICATIONS.
TREE PROTECTION FENCE
r TREE PROTECTION FENCING
5 SCALE: NOT TO SCALE
DETAIL No.
04000.25
SHEET 1 OF 1
CONCRETE
DEWATERING BLOCK
o
CONSTRUCTION SPECIFICATIONS -0% O
o 0
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ko
ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL DRAINAGE. �p O
THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 -_ �� o O�p
INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE o�
THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE 0%(t
STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID p o
WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE 0 b��(3�600 Cj'bp�OD
LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2x4
WOOD STUDS THROUGH BLOCK OPENINGS. - -�
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE - GRAVEL FILTER
MESH WITH 112 INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 314 TO 112 INCH IN DIAMETER,
PLACED 2 INCHES BELOW THE TOP OF THE BLOCK ON A
2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN TEMPORARY SEDIMENT r WIRE
GRADE. DOT #57 WASHED STONE IS RECOMMENDED. POOL SCREEN
- - - - - - - - l
GRAVEL FILTER
1' MINIMUM • I•., I a .
2' MAXIMUM SEDIMENT
f
' I DEWATERING
187
DETAIL No.
STANDARD BLOCK & GRAVEL DROP INLET PROTECTION 04000.13
EFFECTIVE: 12/10/09 SHEET 1 of 1
STANDARD BLOCK & GRAVEL DROP INLET PROTECTION
6 SCALE: NOT TO SCALE
A
PIPE
M1
�- - -- \ O
PIPE
- - - - - - - \
II �
d
L
'RON
NOTES:
1) L = THE LENGTH OF THE RIPRAP APRON.
2) d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (inches).
3) IN A WELL - DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" (inches) ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4) A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
SECTION 'A -A'
FABRIC
PIPE OUTLET TO WELL - DEFINED CHANNEL
PIPE OUTLET TO WELL - DEFINED CHANNEL
3 SCALE: NOT TO SCALE
I
7 SCALE: NOT TO SCALE
8 SCALE: NOT TO SCALE
DETAIL No.
04000.21
SHEET 1 OF 1
r 1. CO
V IN
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60% SUBMITTAL
DATE: 6 -17 -2015
REVISIONS:
PROJECT NAME:
RIDGECREST PIPE REPAIR
DWG NAME:
EROSION /PLANTING DETAILS
SCALE:
NTS
SHEET NO.
13
NOTES:
1. ALL PLANTS DESIGNATED TO BE SAVED SHALL BE
PROTECTED BY FENCING, AS ILLUSTRATED.
2. INSTALL TREE PROTECTION FENCE AT TREE DRIP
LINE OR AT EDGE OF DISTURBED AREA, AS SHOWN
ON PLANS, PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
3. SPACE TREE PROTECTION ZONE SIGNS A MINIMUM
OF ONE EVERY 300 FEET. THE SIZE OF EACH
SIGN MUST BE A MINIMUM OF 2' x 2' AND BE
W
VISIBLE FROM BOTH SIDES OF THE FENCE.
Q
THE SIGN MUST CONTAIN THE FOLLOWING
p
LANGUAGE IN BOTH ENGLISH & SPANISH:
"TREE PROTECTION ZONE, KEEP OUT ".
FENCE MATERIAL:
3. THERE SHALL BE NO STORAGE OF MATERIAL
ORANGE, UV RESISTANT
HIGH TENSILE STRENGTH
o
BOUNDARIES OF THE TREE PROTECTION
POLYETHYLENE LAMINAR
o
FENC NG.HE
BARRICADE FABRIC
LLJ
4. TREE PROTECTION FENCING SHALL BE MAINTAINED
ATTACH SIGN
THROUGHOUT THE DURATION OF THE PROJECT.
TO POST
Y - �11_ll ILJ(
'
TREE
4'_0"
PROTECTION J.
ZONE
MINIMUM
i KEEP W T ��
1
/
...
GRADE
MIN.
4' -0" O.C.
MINIMUM 1.33 Ibs /LF STEEL POST
TREE PROTECTION FENCE
r TREE PROTECTION FENCING
5 SCALE: NOT TO SCALE
DETAIL No.
04000.25
SHEET 1 OF 1
CONCRETE
DEWATERING BLOCK
o
CONSTRUCTION SPECIFICATIONS -0% O
o 0
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ko
ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL DRAINAGE. �p O
THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 -_ �� o O�p
INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE o�
THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE 0%(t
STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID p o
WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE 0 b��(3�600 Cj'bp�OD
LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2x4
WOOD STUDS THROUGH BLOCK OPENINGS. - -�
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE - GRAVEL FILTER
MESH WITH 112 INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 314 TO 112 INCH IN DIAMETER,
PLACED 2 INCHES BELOW THE TOP OF THE BLOCK ON A
2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN TEMPORARY SEDIMENT r WIRE
GRADE. DOT #57 WASHED STONE IS RECOMMENDED. POOL SCREEN
- - - - - - - - l
GRAVEL FILTER
1' MINIMUM • I•., I a .
2' MAXIMUM SEDIMENT
f
' I DEWATERING
187
DETAIL No.
STANDARD BLOCK & GRAVEL DROP INLET PROTECTION 04000.13
EFFECTIVE: 12/10/09 SHEET 1 of 1
STANDARD BLOCK & GRAVEL DROP INLET PROTECTION
6 SCALE: NOT TO SCALE
A
PIPE
M1
�- - -- \ O
PIPE
- - - - - - - \
II �
d
L
'RON
NOTES:
1) L = THE LENGTH OF THE RIPRAP APRON.
2) d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (inches).
3) IN A WELL - DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" (inches) ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4) A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
SECTION 'A -A'
FABRIC
PIPE OUTLET TO WELL - DEFINED CHANNEL
PIPE OUTLET TO WELL - DEFINED CHANNEL
3 SCALE: NOT TO SCALE
I
7 SCALE: NOT TO SCALE
8 SCALE: NOT TO SCALE
DETAIL No.
04000.21
SHEET 1 OF 1
r 1. CO
V IN
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60% SUBMITTAL
DATE: 6 -17 -2015
REVISIONS:
PROJECT NAME:
RIDGECREST PIPE REPAIR
DWG NAME:
EROSION /PLANTING DETAILS
SCALE:
NTS
SHEET NO.
13

v
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SHEET 1 OF 1
838.05
- -- /== -\ -r -T -T
1- I I
PLAN
L- -
911 �
G
I
I
3.. I
1
I PE 11j• � x
I
/
II
3' -9"
1
OPTIONAL
Wt 1 DOWEL
CONST. JOINT
B
ELEVATION
1.7
N_
#4 -BARS
12"
DOWEL
BAR - "X"
SLOPE AS INDICATED ON PLANS
VARIABLE TO SUIT CONDITION
*2' -0' J
MIN.
i
- S
ET
I I 3sw\ CONC.
\ PIPE
} '-
10"
L3
TT - - T
FOOTING
(IF CONST. B
JOINT USED
END ELEVATION
GENERAL NOTES:
- CHAMFER ALL CORNERS 1 ". USE CLASS "B" CONCRETE.
-PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42" AND OVER
WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN ENDWALL LENGTH.
- CONSTRUCT BOTTOM SLAB WITH FORMS.
-WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF
THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS. SPACE BARS
APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
-WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF
THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
-DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS ACCEPTABLE,
BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
SLOPE AS INDICATED ON PLANS
VARIABLE TO SUIT CONDITION, /
got
l G * , . lr��
2 0 9„ / v
MIN.
- / 15"
POPTIONAL
1/2:1:. T
N C .S.
i LOiE PIPE
�- f NO
FOOTING c+t _
CONST. JOINT DOWEL H
g (IF CONST. B F_
JOINT USED
ELEVATION END ELEVATION
- - -- -' T -1 -1
I
I -
PLAN
#4 -BARS
12"
DOWEL
BAR - "X"
DIMENSIONS AND CONCRETE QUANTITIES
R.C.P. DIMENSIONS AND VOLUMES C. .P. DIMENSIONS AND VOLUMES
S
D H B G M S T YD3 H B G M YD
3
15" 3' -4" 1' -8" 2' -6" V -1" 101'2" 21/4" 1.0 3' -4" 1' -8" 2' -5" 1' -5" 1.0
18" 3' -7" 1' -10" 2' -11" V -3" 10" 21/2 " 1.2 3' -7" 1' -10" 2' -9" V -6" 1.3
*QUANTITIES BASED ON 2' -0"
NOTE:
EXTEND WALLS LENGTHS TO MEET DIMENSIONS AS SHOWN ON THE PLANS.
1 CONCRETE "L" ENDWALL FOR SINGLE PIPE CULVERTS
1 SCALE: NOT TO SCALE
v
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FOR MANHOLE COVER a FRAME _#4 BARS A
PLAN OPTIONAL SPACED 6"
C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME & 6r,
COVER TO SURFACE
ELEVATION MAX. 1'
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SHEET 1 OF 1
838.05_
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1 ".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3' -6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
(5 FEET OR LESS IN DEPTH)
36
6y � .
"--STANDARD STEPS
16" ON CENTER
MIN. 6" WASHED
STONE BEDDING
FRAME, GRATE & HOOD
Ff PER D.O.T. STD. 840.03
. 26" �•�
6" NOT TO
MIN EXCEED 5' -0"
} MIN. 6" WASHED
STONE BEDDING
NOTES:
1. CONCRETE SHALL BE 4000 P.S.I. MINIMUM FOR ALL
PRECAST CONCRETE CATCH BASINS.
2. PRECAST CONCRETE STRUCTURES MAY ONLY BE
INSTALLED TO DEPTHS CERTIFIED AS ACCEPTABLE
BY THE MANUFACTURER.
3. "WAFFLE" BOXES ARE ACCEPTABLE FOR SHALLOW
TYPE CATCH BASINS.
4. BRICK MAY BE USED TO
ADJUST FRAME, GRATE &
HOOD TO SURFACE
ELEVATION A MAXIMUM OF
187 12 INCHES.
EFFECTIVE: 12/10/09
INTERMEDIATE TYPE (4'X4') DEEP TYPE (5'X5')
(5 FEET TO 20 FEET IN DEPTH) (OVER 20 FEET IN DEPTH)
-
- - - - SEE NOTE 4 REINFORCED
- - 36" CONCRETE
SEE NOTE 4 REINFORCED = -- ;�, SLAB
- ~�_ -- CONCRETE SLAB STANDARD STEPS
STANDARD _ •36" I 16" ON CENTER -_:,_ 60"
STEPS I
16" O.C. ` 48 - - 5:1 MAX. f 6" MIN.
�6�
• ' T 1 •
0)
} T • MIN. 6" WASHED
MIN. 6" WASHED STONE BEDDING
STONE BEDDING FRAME, GRATE & HOOD
FRAME, GRATE & HOOD PER D.O.T. STD. 840.03
PER D.O.T. STD. 840.03
REINFORCED REINFORCED
CONCRETE - CONCRETE SLAB 26"
SLABS - -_��� - --
26 z ObER
FROM 5' -0" _ 60" 20' -0"
6" ' • = 48" TO 2)'-0" 6"
MIN ° MIN : '•
EO
. _ \`-'/ O
T- �� ' '
MIN. 6" WASHED MIN, 6" WASHED
STONE BEDDING SLAB DETAIL STONE BEDDING
SLAB DETAIL
126°
26" I, -
T- T • 36 t6" SLAB THICKNESS AND
SLAB THICKNESS AND REINFORCEMENT FOR
60' 36 �8" REINFORCEMENT FOR 72 L• SOIL AND TRAFFIC
} SOIL AND TRAFFIC LOADING BY AN
LOADING BY AN ENGINEER
L ENGINEER
X60 "� X72 "�I
DETAIL No.
STANDARD PRECAST CONCRETE CATCH BASIN 08000.03
SHEET 2 OF 2
STANDARD PRECAST CONCRETE CATCH BASIN
2 SCALE: NOT TO SCALE
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Z I DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES �O
O D
O r v I DIMENSIONS OF BOX AND PIPE TOP SLAB z � x
REINFORCEMENT DIMENSIONS CUBIC YARDS TOTAL QUANTITIES DEDUGTIONS FOR ONE < LU O
�..� D 6 I PIPE SPAN WIDTH HEIGHT BARS A IN BOX BOX AND SLABS PIPE CU.YDS.
Z i" X 6" TOP BOTTOM WALL/ LBS. CU. YDS. W
p ,.v h/Elp. JO INT D A B H NO. LENGTH E F SLAB SLAB FT. OF HT. REINF MIN. "H" C.S. R.C. r m O • .l co
z
r W 114 9„ ; 1 12" 2' -0" 2' -0" 2' -3" 12 2' -9" 3' -0" 3' -0" 0.167 0.167 0.185 22 0.750 0.015 0.024 H Z
m D rr „ ,r ,r „ , „ C.D
-n " 1 15 2'- 3 2'- 3 2'- 6 12 3'- 0 3'- 3 3 3 0.196 0.196 0.204 24 0.902 0.023 0.036 V
6" / = 1 18" 2' -6" 2' -6" 2' -9" 14 3' -3" 3' -6" 3' -6" 0.227 0.227 0.222 30 1.065 0.033 0.049 Lu �!
1 24" 3' -0" 3' -0" 3' -3" 16 3' -9" 4' -0" 4' -0" 0.296 0.296 0.259 40 1.434 0.059 0.085
• B 1 n " " „ " " "
\NOTE30 3'- 6 3'- 6 3'- 9 18 4'- 3 4'- 6 4'- 6 0.375 0.375 0.296 51 1 .860 0.092 0.127
36" 4' -0" 4' -0" 4' -3" 20 4' -9" 5' -0" 5' -0" 0.463 0.463 0.333 64 2.341 0.132 0.178
6' 33 DOWEL 1 42" 4' -6" 4' -6" 4' -9" 22 5' -3" 5' -6" 5' -6" 0.560 0.560 0.370 77 2.878 0.180 0.243
SEE
V 1 48" 5' -4" 5' -4" 5' -3" 26 6' -3" 6' -4" 6' -4" 0.743 0.743 0.407 111 3.623 0.235 0.317
V
SECTION I - I 1 54" W -10" W -10" 5' -9" 28 6' -7" W -10" W -10" 0.865 0.865 0.444 126 4.283 0.297 0.401
1 60" 6' -6" 6' -6" 6' -3" 30 7' -3" 7' -6" 7' -6" 1.042 1.042 0.481 145 5.090 0.367 0.495
SHEET 1 OF 1 SHEET 1 OF 1
8`FO�31 1 66 7 -1 7 -1 6 -9 32 7 -10 8 -1 8 -1 1.210 1.210 0.518 169 5.917 0.444 0.589 840■3+
CONCRETE JUNCTION BOX
4 SCALE: NOT TO SCALE
6" MIN. /12" MAX.
WHEN NO TRENCH
BOX REQUIRED
(TYPICAL)
CLASS B
(FIRST CLASS)
DENSELY COMPACTED
BACKFILL ABC STONE (UNDER PAVED AREAS)
UNDISTURBED
S ❑IL
PIPE
-PIPE SPRINGLINE
#57 STONE
NOTES:
1. STONE BEDDING IS REQUIRED UNDER ALL RC PIPE: IN BOTH PAVED AREAS AND UNPAVED AREAS.
2. ADDITIONAL STONE BEDDING MAY BE REQUIRED AS DIRECTED BY THE SOILS ENGINEER.
STANDARD BEDDING DETAILS FOR R.C. PIPES
L5 I SCALE: NOT TO SCALE
PAVEMENT SHALL BE SAWN TO PROVIDE A CLEAN EDGE.
CONCRETE PATCH SCORED JOINT WITH BITUMINOUS JOINT SEALANT. (TYPICAL) -SAWED PAVEMENT CUTS.
3000 P.S.I. REPLACE WITH 2" SURFACE
PATCH SHALL BE 7" 3000 P.S.I. COURSE. (TYPICAL)
EXISTING PAVEMENT CONCRETE OR 7" BINDER COURSE
A EXISTING PAVEMENT
d ♦ • .f � d I
_ d d • •d 7" MINIMUM
1 i 12" I
8" ST NP' DO NOT DISTURB "
EXISTING STONE y 12 f �
i 12 f >
- DO NOT DISTURB
4' MINIMUM - EXISTING STONE
CO'IER z
` C: ;ALL BE GRANULAR MATERIAL OR FLOWABLE FILL
TO PREVENT SETTLEMENT
(UNSUITABLE MATERIAL SHALL BE REPLACED)
r PIPE
PIPE -
IPIPE DIA.
F� PIPE DIA _ - + 18"
+ 18"
PM
I ski
CONCRETE PAVEMENT ASPHALT PAVEMENT
NOTES:
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 REPAIR MUST BE OBTAINED
FROM THE TOWN ENGINEER.
2. CONCRETE TRENCH CAP ON ASPHALT STREETS SHALL BE USED ONLY DURING INCLEMENT WEATHER WHEN ASPHALT PLANTS ARE NOT
OPERATING.
3. IN ALL OPEN TRENCHES, BACKFILL SHALL BE COMPACTED TO 959 MAXIMUM DRY DENSITY. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR VERIFYING COMPACTION REQUIREMENTS BY SOILS TESTING CERTIFIED BY A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER.
4. BACKFILL WITH A HIGH CLAY CONTENT, HIGH SHRINK -SWELL POTENTIAL, OR HIGH MOISTURE CONTENT THAT CANNOT MEET COMPACTION
REQUIREMENTS SHALL BE DEEMED UNSUITABLE AND SHALL BE REPLACED WITH SUITABLE BACKFILL MATERIAL.
187 5. ALL PAVEMENT PATCHES SHALL PROVIDE A UNIFORM AND SMOOTH DRIVING SURFACE.
DETAIL No.
STANDARD TRENCH AND PAVEMENT REPAIR SECTIONS 05000.01
EFFECTIVE: 12/10/09 SHEET 1 of 1
' STANDARD TRENCH AND PAVEMENT REPAIR SECTIONS
3 SCALE: NOT TO SCALE
6"
MIN
r CONCRETE SADDLE
6 SCALE: NOT TO SCALE
STANDARD TYPE
(UP TO 20 FEET IN DEPTH)
MIN W_
STANDARD MANHOLE RING
AND COVER
STANDARD - -.--� - -�� TOP DESIGNED FOR
HS -20 LOADING
STEPS 16" f MAY BE FLAT OR
ON CENTER 48" I D ECCENTRIC CONE
�� ,
UP TO 20' -0" MINIMUM ,a
f _
!� PLASTIC CEMENT
5 •� PUTTY OR BUTYL
ORUBBER JOINTS
C410
0
BRICK AND MINIMUM 6" THICK
MORTAR INVERT WASHED STONE BEDDING
FLAT TOP DETAIL
STANDARD
STEPS
12' 58"
EXISTING GROUND
- IIIIIIIIII 1I-
-1111
I
I
PROPOSED PIPE
I _ CONCRETE TO BOTTOM OF PIPE
12"
(MINIMUM) CLASS B CONCRETE
O- EXISTING PIPE
I
1 __-w "
MIN
DEEP TYPE
(OVER 20 FEET IN DEPTH)
STANDARD MANHOLE RING
AND COVER
4- TOP DESIGNED FOR
HS -20 LOADING
�
STANDARD f, MAY BE FLAT OR
STEPS 16" r� 60" I.D. ECCENTRIC CONE
ON CENTERS � MINIMUM
OVER 20' -0" �' • ,
f
s 5:1 MAX. PLASTIC CEMENT
6'� r PUTTY OR BUTYL
O • . RUBBER JOINTS
P 6„
d • ' - -
• d, -
BRICK AND MINIMUM 6" THICK
MORTAR INVERT WASHED STONE BEDDING
STONE
STEP
12"
FLAT TOP DETAIL
STANDARD PRECAST CONCRETE MANHOLE JUNCTION BOX
EFFECTIVE: 12/10/09
71 STANDARD PRECAST CONCRETE MANHOLE JUNCTION BOX
SCALE: NOT TO SCALE
72"
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DATE: 6 -17 -2015
REVISIONS:
PROJECT NAME:
v RIDGECREST PIPE REPAIR
DETAIL No. DWG NAME: DETAILS
08000.05 SCALE:
SHEET 1 of 1 NTS
SHEET NO.
14
REINFORCING QUANTITIES
24"
4r_2rr
2' -1"
3' -9"
1' -6"
10"
3"
1.7
4' -1"
2' -1"
3' -6"
1' -9"
1.8
DIA.
15"
18"
24"
30"
36" 42" C.S. 42" R.C. 48" C.S. 48" R.C.
„
30
If
4'- 9
r "
2 -5
"
4'- 8
11-10"
10"
„
312
2.5
4P-711
2 , „ 4
41- 3 If
2'- 0 "
2.4
BARS
"X"
"X"
"X„
"X"
„X" "X" of r,Xrr rrYr, „Xr, rrY" rrX" nY"
rr
36
5 -5
2#-9?'
, "
5 -8
21-211
„
91�
„
4
3.6
n
5'- 1
„
2 7
r
5 -0
„
2'- 3
3.1
QTY.
5
5
6
6
7 7 2 7 2 8 2 8 2 I
42"
6' -0"
3' -0"
6' -7"
2' -5"
91'2"
51/4"
4.6
5' -7"
2' -10"
5' -9"
2' -6"
4.0
LBS.
12
12
14
14
16 47 49 52 55 I
n
48
"
6'- 7
„
3'- 4
n
7'- 5
n
2'- 9
„
91�
„
5
6.0
n
6'- 1
rr
3'- 1
n
6'- 6
„
2 -9
5.1
*QUANTITIES BASED ON 2' -0"
NOTE:
EXTEND WALLS LENGTHS TO MEET DIMENSIONS AS SHOWN ON THE PLANS.
1 CONCRETE "L" ENDWALL FOR SINGLE PIPE CULVERTS
1 SCALE: NOT TO SCALE
v
vm
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-
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Yf SEE STANDARD 840.54 i Ci
FOR MANHOLE COVER a FRAME _#4 BARS A
PLAN OPTIONAL SPACED 6"
C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME & 6r,
COVER TO SURFACE
ELEVATION MAX. 1'
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838.05_
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1 ".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3' -6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
(5 FEET OR LESS IN DEPTH)
36
6y � .
"--STANDARD STEPS
16" ON CENTER
MIN. 6" WASHED
STONE BEDDING
FRAME, GRATE & HOOD
Ff PER D.O.T. STD. 840.03
. 26" �•�
6" NOT TO
MIN EXCEED 5' -0"
} MIN. 6" WASHED
STONE BEDDING
NOTES:
1. CONCRETE SHALL BE 4000 P.S.I. MINIMUM FOR ALL
PRECAST CONCRETE CATCH BASINS.
2. PRECAST CONCRETE STRUCTURES MAY ONLY BE
INSTALLED TO DEPTHS CERTIFIED AS ACCEPTABLE
BY THE MANUFACTURER.
3. "WAFFLE" BOXES ARE ACCEPTABLE FOR SHALLOW
TYPE CATCH BASINS.
4. BRICK MAY BE USED TO
ADJUST FRAME, GRATE &
HOOD TO SURFACE
ELEVATION A MAXIMUM OF
187 12 INCHES.
EFFECTIVE: 12/10/09
INTERMEDIATE TYPE (4'X4') DEEP TYPE (5'X5')
(5 FEET TO 20 FEET IN DEPTH) (OVER 20 FEET IN DEPTH)
-
- - - - SEE NOTE 4 REINFORCED
- - 36" CONCRETE
SEE NOTE 4 REINFORCED = -- ;�, SLAB
- ~�_ -- CONCRETE SLAB STANDARD STEPS
STANDARD _ •36" I 16" ON CENTER -_:,_ 60"
STEPS I
16" O.C. ` 48 - - 5:1 MAX. f 6" MIN.
�6�
• ' T 1 •
0)
} T • MIN. 6" WASHED
MIN. 6" WASHED STONE BEDDING
STONE BEDDING FRAME, GRATE & HOOD
FRAME, GRATE & HOOD PER D.O.T. STD. 840.03
PER D.O.T. STD. 840.03
REINFORCED REINFORCED
CONCRETE - CONCRETE SLAB 26"
SLABS - -_��� - --
26 z ObER
FROM 5' -0" _ 60" 20' -0"
6" ' • = 48" TO 2)'-0" 6"
MIN ° MIN : '•
EO
. _ \`-'/ O
T- �� ' '
MIN. 6" WASHED MIN, 6" WASHED
STONE BEDDING SLAB DETAIL STONE BEDDING
SLAB DETAIL
126°
26" I, -
T- T • 36 t6" SLAB THICKNESS AND
SLAB THICKNESS AND REINFORCEMENT FOR
60' 36 �8" REINFORCEMENT FOR 72 L• SOIL AND TRAFFIC
} SOIL AND TRAFFIC LOADING BY AN
LOADING BY AN ENGINEER
L ENGINEER
X60 "� X72 "�I
DETAIL No.
STANDARD PRECAST CONCRETE CATCH BASIN 08000.03
SHEET 2 OF 2
STANDARD PRECAST CONCRETE CATCH BASIN
2 SCALE: NOT TO SCALE
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OUTLET PIPE J7 J� r m W
~ O J
cn x I 6„ I E OR F -L" I " Z 2 O_
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p INLET PIPE }� �. i SECTION
� M > 6„ "i DOWEL
v C -C OR D -D v _j co
o p c D SECTION X -X = Z co
Z I DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES �O
O D
O r v I DIMENSIONS OF BOX AND PIPE TOP SLAB z � x
REINFORCEMENT DIMENSIONS CUBIC YARDS TOTAL QUANTITIES DEDUGTIONS FOR ONE < LU O
�..� D 6 I PIPE SPAN WIDTH HEIGHT BARS A IN BOX BOX AND SLABS PIPE CU.YDS.
Z i" X 6" TOP BOTTOM WALL/ LBS. CU. YDS. W
p ,.v h/Elp. JO INT D A B H NO. LENGTH E F SLAB SLAB FT. OF HT. REINF MIN. "H" C.S. R.C. r m O • .l co
z
r W 114 9„ ; 1 12" 2' -0" 2' -0" 2' -3" 12 2' -9" 3' -0" 3' -0" 0.167 0.167 0.185 22 0.750 0.015 0.024 H Z
m D rr „ ,r ,r „ , „ C.D
-n " 1 15 2'- 3 2'- 3 2'- 6 12 3'- 0 3'- 3 3 3 0.196 0.196 0.204 24 0.902 0.023 0.036 V
6" / = 1 18" 2' -6" 2' -6" 2' -9" 14 3' -3" 3' -6" 3' -6" 0.227 0.227 0.222 30 1.065 0.033 0.049 Lu �!
1 24" 3' -0" 3' -0" 3' -3" 16 3' -9" 4' -0" 4' -0" 0.296 0.296 0.259 40 1.434 0.059 0.085
• B 1 n " " „ " " "
\NOTE30 3'- 6 3'- 6 3'- 9 18 4'- 3 4'- 6 4'- 6 0.375 0.375 0.296 51 1 .860 0.092 0.127
36" 4' -0" 4' -0" 4' -3" 20 4' -9" 5' -0" 5' -0" 0.463 0.463 0.333 64 2.341 0.132 0.178
6' 33 DOWEL 1 42" 4' -6" 4' -6" 4' -9" 22 5' -3" 5' -6" 5' -6" 0.560 0.560 0.370 77 2.878 0.180 0.243
SEE
V 1 48" 5' -4" 5' -4" 5' -3" 26 6' -3" 6' -4" 6' -4" 0.743 0.743 0.407 111 3.623 0.235 0.317
V
SECTION I - I 1 54" W -10" W -10" 5' -9" 28 6' -7" W -10" W -10" 0.865 0.865 0.444 126 4.283 0.297 0.401
1 60" 6' -6" 6' -6" 6' -3" 30 7' -3" 7' -6" 7' -6" 1.042 1.042 0.481 145 5.090 0.367 0.495
SHEET 1 OF 1 SHEET 1 OF 1
8`FO�31 1 66 7 -1 7 -1 6 -9 32 7 -10 8 -1 8 -1 1.210 1.210 0.518 169 5.917 0.444 0.589 840■3+
CONCRETE JUNCTION BOX
4 SCALE: NOT TO SCALE
6" MIN. /12" MAX.
WHEN NO TRENCH
BOX REQUIRED
(TYPICAL)
CLASS B
(FIRST CLASS)
DENSELY COMPACTED
BACKFILL ABC STONE (UNDER PAVED AREAS)
UNDISTURBED
S ❑IL
PIPE
-PIPE SPRINGLINE
#57 STONE
NOTES:
1. STONE BEDDING IS REQUIRED UNDER ALL RC PIPE: IN BOTH PAVED AREAS AND UNPAVED AREAS.
2. ADDITIONAL STONE BEDDING MAY BE REQUIRED AS DIRECTED BY THE SOILS ENGINEER.
STANDARD BEDDING DETAILS FOR R.C. PIPES
L5 I SCALE: NOT TO SCALE
PAVEMENT SHALL BE SAWN TO PROVIDE A CLEAN EDGE.
CONCRETE PATCH SCORED JOINT WITH BITUMINOUS JOINT SEALANT. (TYPICAL) -SAWED PAVEMENT CUTS.
3000 P.S.I. REPLACE WITH 2" SURFACE
PATCH SHALL BE 7" 3000 P.S.I. COURSE. (TYPICAL)
EXISTING PAVEMENT CONCRETE OR 7" BINDER COURSE
A EXISTING PAVEMENT
d ♦ • .f � d I
_ d d • •d 7" MINIMUM
1 i 12" I
8" ST NP' DO NOT DISTURB "
EXISTING STONE y 12 f �
i 12 f >
- DO NOT DISTURB
4' MINIMUM - EXISTING STONE
CO'IER z
` C: ;ALL BE GRANULAR MATERIAL OR FLOWABLE FILL
TO PREVENT SETTLEMENT
(UNSUITABLE MATERIAL SHALL BE REPLACED)
r PIPE
PIPE -
IPIPE DIA.
F� PIPE DIA _ - + 18"
+ 18"
PM
I ski
CONCRETE PAVEMENT ASPHALT PAVEMENT
NOTES:
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 REPAIR MUST BE OBTAINED
FROM THE TOWN ENGINEER.
2. CONCRETE TRENCH CAP ON ASPHALT STREETS SHALL BE USED ONLY DURING INCLEMENT WEATHER WHEN ASPHALT PLANTS ARE NOT
OPERATING.
3. IN ALL OPEN TRENCHES, BACKFILL SHALL BE COMPACTED TO 959 MAXIMUM DRY DENSITY. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR VERIFYING COMPACTION REQUIREMENTS BY SOILS TESTING CERTIFIED BY A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER.
4. BACKFILL WITH A HIGH CLAY CONTENT, HIGH SHRINK -SWELL POTENTIAL, OR HIGH MOISTURE CONTENT THAT CANNOT MEET COMPACTION
REQUIREMENTS SHALL BE DEEMED UNSUITABLE AND SHALL BE REPLACED WITH SUITABLE BACKFILL MATERIAL.
187 5. ALL PAVEMENT PATCHES SHALL PROVIDE A UNIFORM AND SMOOTH DRIVING SURFACE.
DETAIL No.
STANDARD TRENCH AND PAVEMENT REPAIR SECTIONS 05000.01
EFFECTIVE: 12/10/09 SHEET 1 of 1
' STANDARD TRENCH AND PAVEMENT REPAIR SECTIONS
3 SCALE: NOT TO SCALE
6"
MIN
r CONCRETE SADDLE
6 SCALE: NOT TO SCALE
STANDARD TYPE
(UP TO 20 FEET IN DEPTH)
MIN W_
STANDARD MANHOLE RING
AND COVER
STANDARD - -.--� - -�� TOP DESIGNED FOR
HS -20 LOADING
STEPS 16" f MAY BE FLAT OR
ON CENTER 48" I D ECCENTRIC CONE
�� ,
UP TO 20' -0" MINIMUM ,a
f _
!� PLASTIC CEMENT
5 •� PUTTY OR BUTYL
ORUBBER JOINTS
C410
0
BRICK AND MINIMUM 6" THICK
MORTAR INVERT WASHED STONE BEDDING
FLAT TOP DETAIL
STANDARD
STEPS
12' 58"
EXISTING GROUND
- IIIIIIIIII 1I-
-1111
I
I
PROPOSED PIPE
I _ CONCRETE TO BOTTOM OF PIPE
12"
(MINIMUM) CLASS B CONCRETE
O- EXISTING PIPE
I
1 __-w "
MIN
DEEP TYPE
(OVER 20 FEET IN DEPTH)
STANDARD MANHOLE RING
AND COVER
4- TOP DESIGNED FOR
HS -20 LOADING
�
STANDARD f, MAY BE FLAT OR
STEPS 16" r� 60" I.D. ECCENTRIC CONE
ON CENTERS � MINIMUM
OVER 20' -0" �' • ,
f
s 5:1 MAX. PLASTIC CEMENT
6'� r PUTTY OR BUTYL
O • . RUBBER JOINTS
P 6„
d • ' - -
• d, -
BRICK AND MINIMUM 6" THICK
MORTAR INVERT WASHED STONE BEDDING
STONE
STEP
12"
FLAT TOP DETAIL
STANDARD PRECAST CONCRETE MANHOLE JUNCTION BOX
EFFECTIVE: 12/10/09
71 STANDARD PRECAST CONCRETE MANHOLE JUNCTION BOX
SCALE: NOT TO SCALE
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60% SUBMITTAL
DATE: 6 -17 -2015
REVISIONS:
PROJECT NAME:
v RIDGECREST PIPE REPAIR
DETAIL No. DWG NAME: DETAILS
08000.05 SCALE:
SHEET 1 of 1 NTS
SHEET NO.
14

Ir lk_�
I I I I
UNDISTURBED
EARTH
D.
314" ALL - THREADED, STAINLESS STEEL RODS (CUT TO LENGTH).
MINIMUM CONCRETE BLOCKING ( l C. Y.) * I FASTENERS SHALL ALSO BE STAINLESS STEEL.
NOMINAL PIPE TEES & 1 NOTE: RODDING SHALL NOT EXCEED 10' (FT) IN LENGTH.
DIAMETER INCHES DEAD 90• BEND 45• BEND 2212 BEND 11/4 BEND
ENDS 4�_ 4 13 13 13 13 13 TYPICAL
TEE OR GATE VALVE EYE BOLT
CROSS
6 13 13 13 13 13
pn rrn rr� e
$ 13 12 13 13 13
10 2 3 1 1 1 de °e d
/3 /4 /2 /3 /3
12 3/4 1.0 2/3 13 13 e ° e a
A
d — —
A ad
14 1.0 112 3/4 12 13
A ° I O -0
16 113 2.0 1.0 11 13 ° d TYPICAL EYE BOLT ° ° e
TYPICAL EYE BOLT CONNECTION
A CONNECTION °
18 12/3 �3 113 2/3 13 ° SEE DETAIL 06000.14 d e
CONCRETE BLOCKING FOR THRUST COLLAR
20 2.0 3.0 12/3 3/4 12
24 3.0 413 213 113 2/3 STAINLESS STEEL ROD REQUIREMENTS GENERAL NOTES:
3RANCH SIZE No. OF RODS
NOTES: 4„ 2 1. SEE STANDARD THRUST BLOCK DETAIL.
1) FITTING SHALL BE WRAPPED WITH A MINIMUM 4 MIL PLASTIC. 6 2 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS
2) NO CONCRETE SHALL COVER BOLTS OR GLANDS. 12„ 6 OF MECHANICAL FITTINGS.
* CONCRETE SHALL BE 3000 P.S.I. MIX. 16 8 3. RODS SHALL NOT BE COUPLED.
tee 24" 10
DETAIL No. $
STANDARD REACTION BLOCKING 06000.13 DETAIL No.
SHEET 1 OF 1
STANDARD VALVE RESTRAINT 06000.09
EFFECTIVE: 12/10/09 SHEET 1 OF 2
1 STANDARD REACTION BLOCKING
1 SCALE: NOT TO SCALE
- (UNPAVED AREAS)
VALVE BOX COVER CONCRETE ENCASEMENT
AT 3000 P.S.I.
z
TYPICAL FINISHED GRADE = i D TYPICAL FINISHED GRADE
IN PAVED AREAS \ z IN UNPAVED AREAS
11 e ill I I I I -I I- I
I �1 I II III —III III = III �I I I_ II
— III — III — III = III =111-
I a•
I 1 •e � 2' -0 r
BASE COURSE D / — -
� (PAVED AREAS) ., a d a
CONCRETE MAY BE USED
M
H OR HB BITU IN
(PAVED AREAS) � OUS ,
I °
12" THICKNESS 1-2, 4
d
H OR HB BITUMINOUS ° TAMPED e d ° p
CONCRETE MAY BE USED 03 BACKFILL WATER
I y (UNPAVED AREAS) e �O D N
CONCRETE ENCASEMENT °d e e
VALVE BOX AT 3000 P.S.I. d
e °
° e
O e � II
NOTE T(� CONTRACTOR:
VALVE BOX SHOULD NOT VALVE BOX COVER D
CONTACT MAIN OR VALVE. -� VALVE (TO BE LABELED "WATER" OR
"SEWER ", AS APPROPRIATE)
MAIN ` I MAIN 10� PLAN VIEW
BLOCKING
III — III — III —IJ= I— III —I I TAMPED
I � -1 11 -1 11 -1 11 -11 I —I 11— 11 =_I BACKFILL NOTES:
-III 1,111 -11�I ,11 -1 11 ,�I , III 1. ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED.
UNDISTURBED 2. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH IS NO
EARTH GREATER THAN 8' (ft.) FROM THE SURFACE USING A MANUFACTURER
Affik SECTION VIEW APPROVED EXTENSION KIT.
187 3. PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS.
DETAIL No.
STANDARD VALVE BOX INSTALLATION 06000.08
EFFECTIVE: 12/10/09 1 SHEET 1 of 2
—5Y4"
5�y4��
14,
J �
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>
612 ; 3/8"
8,. j
1 Oy4 I
BOTTOM SECTION
CLOSED PICKHOLES (2)
�40L
P
WATER
1" RAISED LETTERING
2. ENTIRE VALVE BOX ASSEMBLY & COVER SHALL BE
(RECESSED FLUSH)
(TO BE LABELED WATER" OR
CAST FROM CLASS 35 GRAY IRON.
"SEWER ", AS APPROPRIATE) \
75/16"—
2"
3. ASSEMBLY SHALL BE DOMESTICALLY MADE AND
TOP SECTION
BOX SHALL BE CENTERED
22"" OVER VALVE
T„
576„ ALL PARTS SHALL BE OF
THE SAME MATERIAL AND
LID SUPPLIED BY THE SAME
MANUFACTURER \
—75/8" —
X 73/8"
,7. - �63 /$
T 7 2..
112"
_j
m
>
COMPLETE BOX
STANDARD VALVE BOX INSTALLATION
1 STANDARD VALVE BOX INSTALLATION
4 SCALE: NOT TO SCALE
DETAIL No.
06000.08
SHEET 2 OF 2
1 STANDARD VALVE RESTRAINT
2 SCALE: NOT TO SCALE
UNDISTURBED SOIL
CONCRETE THRUST TRENCH WALL
COLLAR (3000 P.S.I.) I �
e— T'�
ANCHOR • D.I.P.
RING e y>�I .a MAIN
TRENCH WALL t TAMPED
BACKFILL
I I I e• I I
UNDISTURBED SOIL
PLAN VIEW
SCHEDULE
PIPE DIAMETER
NOTES:
P
1. VALVE BOX COVER SHALL WEIGH A MINIMUM 26 Ibs.
—
65/8 � I
2. ENTIRE VALVE BOX ASSEMBLY & COVER SHALL BE
I
I�
CAST FROM CLASS 35 GRAY IRON.
�'
71s„
1' -0" 1' -0"
2"
3. ASSEMBLY SHALL BE DOMESTICALLY MADE AND
TOP SECTION
MANUFACTURED IN THE U.S.A.
STANDARD VALVE BOX INSTALLATION
1 STANDARD VALVE BOX INSTALLATION
4 SCALE: NOT TO SCALE
DETAIL No.
06000.08
SHEET 2 OF 2
1 STANDARD VALVE RESTRAINT
2 SCALE: NOT TO SCALE
UNDISTURBED SOIL
CONCRETE THRUST TRENCH WALL
COLLAR (3000 P.S.I.) I �
e— T'�
ANCHOR • D.I.P.
RING e y>�I .a MAIN
TRENCH WALL t TAMPED
BACKFILL
I I I e• I I
UNDISTURBED SOIL
PLAN VIEW
SCHEDULE
PIPE DIAMETER
CONCRETE THRUST COLLAR
ANCHOR RING
RINGS REQUIRED
A B
C
6" 8 ", 12"
1' -0" 1' -0"
2"
ONE
16"
1' -4" 1' -O"
2"
ONE
20"
1' -4" 1' -0"
3"
ONE
24"
1' -4" 1' -0"
3"
TWO
30"
l' -4" 1' -2"
4"
TWO
36"
l' -4" l' -4"
4"
TWO
B
CONCRETE (3000 P.S.I.)
THRUST COLLAR
a
D.I.P.
I I I I MAIN
•e :• I
ANCHOR
RING
SECTION VIEW
FSEE NOTES
• MAIN
�a
A
REINFORCING
CROSS SECTION
NOTES:
6" TO 16" MAINS = 12 -N0. 7 BARS
20" TO 36" MAINS = 12 -NO. 8
197 BARS BARS PLACED AS SHOWN
STANDARD THRUST COLLAR INSTALLATION
EFFECTIVE: 12/10/09
STANDARD THRUST COLLAR INSTALLATION
5 SCALE: NOT TO SCALE
1
6 SCALE: NOT TO SCALE
DETAIL No.
06000.14
SHEET 1 OF 1
STANDARD PRECAST MANHOLE
(SEE DETAIL 07000.01)
THREADED BRASS PLUG-)
FINISH GRADE 6 "MIN 1
11
T
I '
6" TO NO MORE THAN 30" ABOVE INVERT.
FOR CONNECTIONS TO 15" AND LARGER MAINS PLACE
SERVICE INVERT AT CROWN ELEVATION OF MAIN.
w
�a
- I
CLEANOUT SHALL BE
PLACED AT RIGHT -OF -WAY
OR EDGE OF EASEMENT.
DO NOT INSTALL CLEANOUT
INSIDE A FENCE.
V'
1—
RISER STACK MAY BE 4"
�. SLOPE FOR 4" PIPE IS 1% MINIMUM.
SLOPE FOR 6" PIPE IS 0.6 %.
I I MIN.
PVC CAP
e• ° FLEXIBLE CONNECTOR COMBINATION WYE
AND 118 BEND
F_ •° SECTION VIEW
LCONCRETE TROUGH TO BE BUILT TO DIRECT
FLOW FROM 6" CONNECTION TO EFFLUENT PIPE NOTES.
187
EFFECTIVE: 12/10/09
1) INSTALLATION TO BE THE SAME AS FOR STANDARD 4 INCH
SEWER SERVICE CONNECTION (SHEET 1 OF 3).
2) ALL 6 INCH SEWER SERVICES MUST GO TO A MANHOLE.
DETAIL No.
STANDARD SANITARY SEWER SERVICE MANHOLE TAP 07000.10
SHEET 3 OF 3
' STANDARD SANITARY SEWER SERVICE MANHOLE TAP
31 SCALE: NOT TO SCALE
1
7 SCALE: NOT TO SCALE
■
8 SCALE: NOT TO SCALE
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60% SUBMITTAL
DATE: 6 -17 -2015
REVISIONS:
PROJECT NAME:
RIDGECREST PIPE REPAIR
DWG NAME:
WATERLINE DETAILS
SCALE:
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SHEET NO.
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GENERAL NOTES:
1. CONTRACTOR IS NOT TO INTERRUPT ANY UTILITY SERVICES TO RESIDENCES
WITHOUT PRIOR PERMISSION BY TOWN AND HOMEOWNER.
2. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING
UTILITIES INSIDE THE LIMITS OF DISTURBANCE. THE CONTRACTOR IS
RESPONSIBLE FOR HAVING ALL UTILITIES LOCATED 48 HOURS PRIOR TO
MOBILIZATION TO THE SITE. "CALL BEFORE YOU DIG." NORTH CAROLINA ONE
CALL CENTER, DIAL 811.
3. THE CONTRACTOR SHALL FOLLOW OSHA GUIDELINES AND UTILITY OWNER
GUIDELINES WHEN WORKING NEAR UTILITIES.
4. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE MOST RECENTLY
ADOPTED EDITION OF THE TOWN OF CARY STANDARD SPECIFICATIONS.
5. CONTRACTORS SHALL VERIFY ALL DIMENSIONS IN FIELD. ANY DISCREPANCIES
THEREOF SHALL BE REPORTED TO THE OWNER AND DESIGNER, PRIOR TO
PROCEEDING WITH THE WORK.
6. NO TREES OR SHRUBS NOT SHOWN FOR REMOVAL ON THE PLANS SHALL BE
REMOVED WITHOUT AN APPROVAL FROM THE TOWN OF CARY THROUGH A PLAN
REVISION. WORK SHALL NOT COMMENCE WITHOUT THIS APPROVAL.
7. BASE TOPOGRAPHIC AND PLANIMETRIC INFORMATION GENERATED FROM FIELD
SURVEYS WITHIN THE PROJECT BOUNDARY SUPPLEMENTED WITH WAKE
COUNTY GIS DATA.
8. BENCHMARK CONTROLS ARE SHOWN ON THE EXISTING CONDITIONS PLAN. THE
CONTRACTOR IS RESPONSIBLE FOR PERFORMING THE CONSTRUCTION SURVEY.
THE DESIGNER WILL COORDINATE AVAILABLE AUTO -CAD DRAWING FILES TO THE
SURVEYOR FOR THE PROPOSED DESIGN AND BASE SURVEY DATA OBTAINED IN
THE DESIGN PHASE OF THE PROJECT.
9. PLAN VERTICAL DATUM: NAVD 1988
10. PLAN HORIZONTAL DATUM: NC STATE PLANE COORDINATES NAD 83.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY
DAMAGED ITEMS DURING CONSTRUCTION INCLUDING BY NOT LIMITED
TO, EXISTING ROADS, SIDEWALKS, CURBING, LANDSCAPING,
MAILBOXES, ETC.
12. CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT DAMAGE TO
TREES WITHIN THE TREE PROTECTION AREA. IN THE EVENT OF
DAMAGE, REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT
SYSTEM IMMEDIATELY.
a. ROOTS: REPAIR ROOTS BY CUTTING OFF DAMAGE AREAS AND
PAINTING THEM WITH TREE PAINT. SPREAD PEAT MOSS OR
MOIST TOPSOIL OVER EXPOSED ROOTS.
b. TREE BARK: REPAIR DAMAGE TO BARK BY TRIMMING AROUND
DAMAGED AREA, TAPER THE CUT TO PROVIDE DRAINAGE, AND
PAINT WITH TREE PAINT.
c. TREE LIMBS: CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE
TREE COLLAR AT THE TRUNK OR MAIN BRANCH. USE A
SEPARATE CUT TO AVOID PEELING BARK FROM HEALTHY AREA
OF THE TREE.
13. NO FEMA 100 -YEAR FLOOD HAZARD AREAS ARE LOCATED ON THIS
SITE PER FIRM 37200764, DATED MAY 2, 2006.
14. SEE TRAFFIC CONTROL NOTES ON SHEETS 3 AND 4.
ACCESS, STAGING AND STOCKPILE AREA NOTES:
1. CONSTRUCTION EQUIPMENT LIMITED TO ONLY AREAS WITHIN THE LIMITS OF DISTURBANCE AS
SHOWN ON THE PLANS. ALL PARKING IS TO BE LIMITED TO THE STREET.
2. ALL AREAS OUTSIDE THE SHOWN LIMITS OF DISTURBANCE AREA TO REMAIN IN THEIR NATURAL
CONDITION.
3. ACCESS TO THE SITE AND STAGING AREAS HAVE BEEN SHOWN ON THE PLANS.
4. THE CONTRACTOR SHALL ESTABLISH STOCKPILE AREAS WITHIN LOD AS SHOWN ON THE PLANS
TO CARRY OUT THE WORK. NO PAYMENT SHALL BE MADE TO REPAIR ROAD
SURFACES AS A RESULT OF STOCKPILE ACTIVITIES. THE CONTRACTOR IS RESPONSIBLE FOR THE
TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE
AS WELL AS MATERIALS DELIVERED TO THE PROJECT SITE.
MATERIALS NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR STOCKPILING ALL MATERIALS AS STATED ABOVE.
2. SITE SPOIL: ALL REMAINING EXCAVATED MATERIALS OTHER THAN TOPSOIL SHALL
BE CONSIDERED SITE SPOIL AND SHALL BECOME THE PROPERTY OF THE
CONTRACTOR TO PROPERLY DISPOSE OF OFFSITE IN AN APPROVED PERMITTED LANDFILL OR
RELATED PERMITTED FACILITY.
3. SEE SPECIFICATION SECTION 21000 FOR ADDITIONAL LANDSCAPING SPECIFICATIONS.
EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL EXERCISE PRECAUTIONS THROUGHOUT THE CONSTRUCTION
SEQUENCE TO PREVENT EROSION AND OFF -SITE SEDIMENT. EROSION CONTROL MEASURES
SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PROJECT PLANS, TOWN
OF CARY GUIDELINES, AND AS DIRECTED BY THE DESIGNER. ALL SEDIMENTATION AND
EROSION CONTROLS ARE TO BE BUILT TO TOWN OF CARY AND NCDENR STANDARDS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION
CONTROL MEASURES DURING CONSTRUCTION. THE MEASURES SHALL BE MAINTAINED
CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED FOR
MAINTENANCE ISSUES AFTER EVERY RAINFALL AT A MINIMUM.
3. ALL DISTURBED AREAS TO BE SEEDED TO SPECIFICATIONS UNLESS OTHERWISE
NOTED ON THE PLAN AND PROFILE. SEEDED AREAS SHALL BE CHECKED REGULARLY AND
SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A
DENSE STAND OF GRASS. ALL DISTURBED AREAS THAT ARE NOT OTHERWISE STABILIZED
SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE WITH
THE TOWN OF CARY REGULATIONS. PERMANENT SEEDING AND GRASS ESTABLISHMENT IS
REQUIRED PRIOR TO PROJECT COMPLETION AND ACCEPTANCE.
4. THE CONTRACTOR SHALL PROVIDE GROUND COVER AS SOON AS POSSIBLE BUT IN ANY
EVENT WITHIN 14 DAYS ON DISTURBED FLAT AREAS AND 7 DAYS ON ALL PERIMETER
DIKES, SWALES, DITCHES PERIMETER SLOPES AND SLOPES STEEPER THAN
3 HORIZONTAL TO 1 VERTICAL.
5. THE CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE
SYSTEMS FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT ALL TIMES. WHERE
SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD
SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT
SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED
TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED
ONLY AFTER EXCESS SEDIMENT IS REMOVED.
6. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING
ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THE PLANS BUT NECESSARY TO
CONTROL EXCESS SEDIMENT, IF DETERMINED TO BE NECESSARY BY THE ENGINEER.
7. PROJECT SOILS: APPLING SANDY LOAM.
8. TOTAL DENUDED AREA IS LESS THAN 1.0 ACRE.
9. RECEIVING WATERCOURSE: SWIFT CREEK
10. SELF INSPECTION AND GROUND STABILIZATION CHART TO BE FOLLOWED BY CONTRACTOR.
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF - INSPECTION PROGRAM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND - DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS
BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT
OCTOBER 1, 2010. THE SELF - INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF - MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES.
THE FOCUS OF THE SELF - INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION
AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT
GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A -54.1 AND 15A NCAC 48.0131. THE
SELF - INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM
HTTP: / /WWW.DLR.ENR.STATE.NC.US /PAGES /SEDIMENTATION NEW HTML. IF YOU HAVE QUESTIONS OR
CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT (919)791 -4200.
GROUND STABILIZATION CHART
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
DIKES, SWALES, 7 DAYS NONE
DITCHES, AND SLOPES
HIGH QUALITY WATER (HQW) 7 DAYS NONE
ZONES
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
SLOPES STEEPER THAN 3:1 7 DAYS STEEPER THAN 2:1,14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH.
ALL OTHER ARIES WITH 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
SLOPES FLATTER THAN 4:1
GENERAL SITE PREPARATION
1. THE CONTRACTOR IS REQUIRED TO PERFORM AND VIDEO INSPECTIONS AND TAKE PHOTOGRAPHS OF THE PROPOSED CONSTRUCTION, STAGING,
AND STOCKPILE AREAS BEFORE DISTURBING THE SITE IN ACCORDANCE WITH THE GENERAL CONDITIONS. APPROVAL TO INSTALL EROSION AND
SEDIMENT CONTROL SHALL NOT BE GRANTED UNTIL THE CONTRACTOR HAS PROVIDED AND RECEIVED WRITTEN APPROVAL OF THE CONTENT FROM
THE TOWN.
2. PERFORM ALL UTILITY IDENTIFICATION AND MARKING /FLAGGING AS NECESSARY.
3. COORDINATE WITH UTILITY COMPANIES TO RELOCATE OR PROTECT UTILITIES
4. MOBILIZE CONSTRUCTION EQUIPMENT.
5. STAKE CONSTRUCTION LIMITS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
6. INSTALL SEDIMENT /EROSION CONTROL FENCING AS SHOWN ON THE PLANS AND ALL OTHER EROSION CONTROL MEASURES AS NECESSARY AS
SHOWN ON THE EROSION CONTROL PLAN. THE CONTRACTOR SHALL EXERCISE EVERY REASONABLE PRECAUTION THROUGHOUT THE
CONSTRUCTION OF THE PROJECT TO PREVENT EROSION AND OFF -SITE SEDIMENTATION. WHEN THE MEASURES ARE COMPLETE CALL FOR AN
INSPECTION BY THE ENGINEER.
7. REMOVE TREES AS SHOWN ON PLANS.
8. INSTALL TRAFFIC DEVICES AND ADJUST AS THE WORK PROGRESSES AS SHOWN ON THE PLANS AND SPECIFICATIONS TO PROVIDE FOR LANE AND
ROAD CLOSURES.
9. IDENTIFY STAGING AND STOCKPILE AREAS AS SHOWN ON PLANS. ALL EXCAVATED MATERIAL SHALL BE STOCKPILED WITHIN STAGING AREAS OR
THE LIMITS OF DISTURBANCE FOR LATER USE AS FILL MATERIAL OR DISPOSAL. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING APPROPRIATE
STABILIZATION MEASURES AROUND THE STOCKPILE AREA(S) TO PREVENT EROSION AND SEDIMENTATION. ANY STOCKPILE MUST BE STABILIZED IF
INACTIVE FOR MORE THAN 7 CALENDAR DAYS.
10, REMOVE AND DISPOSE OF ALL ASPHALT AS NECESSARY TO CARRY OUT TRENCH WORK. ALL DEMOLITION DEBRIS IS TO GO TO AN APPROVED
PERMITTED LANDFILL OR RELATED PERMITTED FACILITY.
WATER LINE RELOCATION
11. WATER LINE RE- LOCATION:
A. CONTRACTOR SHALL CALL TOWN OF CARY PUBLIC WORKS (TCPW) PHONE NUMBER: 919 - 469 -4090.
B. CONTRACTOR SHALL COORDINATE A PRECONSTRUCTION MEETING WITH TCPW.
C. AFTER TCPW HAS CLOSED VALVES, CONTRACTOR SHALL CUT -IN GATE VALVES AND INSTALL RESTRAINT SYSTEM ON 6 -INCH WATER LINES.
D. BUILD NEW WATER LINES.
E. CHLORINATE AND TEST NEW WATER LINE PER TOWN OF CARY REQUIREMENTS.
F. REMOVE EXISTING LINES.
G.PREPARE TRENCH FOR TIE -IN.
H. POUR CONCRETE THRUST BLOCKING, STRAP DOWNS AND RESTRAINTS AS NECESSARY.
I. PRESSURE TEST NEW LINES IN ACCORDANCE WITH TOWN OF CARY REQUIREMENTS.
J. CONTACT TCPW TO OPEN VALVE.
K. OPEN HYDRANTS AND PULL SAMPLE.
SANITARY SEWER IMPROVEMENTS
12. SANITARY SEWER LINE RELOCATION:
A. CONTRACTOR SHALL CALL TOWN OF CARY PUBLIC WORKS (TCPW) PHONE NUMBER: 919 - 469 -4090.
B. OBTAIN PERMIT FOR SANITARY SERVICE REPLACEMENT.
C. CONTRACTOR SHALL COORDINATE A PRECONSTRUCTION MEETING WITH TCPW.
D. REMOVE EXISTING VCP LATERAL AND INSTALL NEW DIP LATERAL AT THE ELEVATION SHOWN ON THE PLANS.
E. PLUG EXISTING MANHOLE AT THE OLD TIE IN LOCATION.
STORM DRAINAGE IMPROVEMENTS
13. MAINTAIN STREAM FLOW THROUGH EXISTING 30 -INCH PIPE SYSTEM.
14. INSTALL SILT FENCE TO PROTECT STREAM DURING ENDWALL CONSTRUCTION. INSTALL PROPOSED ENDWALL EW -3.
15. PERFORM GRADING ON WEST BANK AND TIE IN EXISTING PIPE OUTLET TO EXISTING STREAM. RELOCATE SILT FENCE AS NEEDED FOR GRADING.
STABILIZE WEST BANK AND STREAM AS CALLED FOR ON PLANS.
16. INSTALL 48 -INCH PIPE AND JUNCTION BOX JB -2.
17. INSTALL PUMP AROUND OPERATIONS TO DIVERT STREAM THROUGH THE EXISTING CURB INLET SYSTEM.
18. CONSTRUCT 48 -INCH PROPOSED PIPE TO NORTH RIGHT OF WAY.
19. INSTALL PUMP AROUND OPERATIONS TO DISCHARGE NORMAL STREAM FLOW AWAY FROM THE WORK AREA TO THE EXISTING 15 -INCH STORM
DRAINAGE PIPE. ANY WORK AREA DEWATERING WILL BE REQUIRED TO BE DEWATERED THROUGH A SILT BAG.
20. REMOVE EXISTING HEADWALL AND 4 FEET OF 30 -INCH PIPE.
21. AT THE END OF EACH WORK DAY DIVERT FLOW TO CONSTRUCTED 48 -INCH PIPE.
22. PLUG NORTH END OF 30 -INCH PIPE.
23. INSTALL REMAINING 48 -INCH PIPE AND HEADWALL HW -1. GRADE STREAM BANK AS SHOWN ON PLANS AND STABILIZE.
24. ESTABLISH STREAM FLOW THROUGH 48 -INCH PIPE SYSTEM.
25. CONSTRUCT PROPOSED 24 -INCH PIPE SYSTEM FROM JB -2 THROUGH CI -4. REMOVE EXISTING INLETS AND ONE SECTION OF EXISTING 30" PIPE AS
CALLED FOR ON PLAN AS WORK PROGRESSES. FILL 30" EXISTING PIPE WITH FLOWABLE FILL.
26. RE- ESTABLISH EROSION CONTROL MEASURES ON NEW INLETS.
27. ESTABLISH EROSION CONTROL MEASURES AS NEEDED FOR GRADING OPERATIONS AT 336 DRY AVENUE. PERFORM GRADING OPERATIONS AND
STABILIZE AS CALLED FOR ON THE PLANS.
28. MILL PAVEMENT TO THE LIMITS AS SHOWN ON THE PLANS.
29. PERFORM PAVING OPERATIONS IN ACCORDANCE WITH TOWN OF CARY STANDARDS.
GENERAL SITE COMPLETION
30. COMPLETE SITE SEEDING AND PLANTING AS DESCRIBED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS.
31. REPAIR AREAS USED FOR CONSTRUCTION ACCESS, CONSTRUCTION ACTIVITIES AND STOCKPILE LOCATIONS.
32. SEED AND MULCH STAGING AREAS, STOCKPILE AREAS, AND ANY REMAINING NON - VEGETATED AREAS.
33. COMPLETE SITE CLEANUP AND STABILIZATION AS CALLED FOR ON THE PLANS AND SPECIFICATIONS.
34. EROSION CONTROL DEVICES SHALL BE REMOVED FROM THEIR RESPECTIVE LOCATIONS ONLY WHEN THE STABILIZATION OF THE ADJACENT
GROUND HAS BEEN ESTABLISHED.
35. REMOVE TRAFFIC CONTROL DEVICES.
36. OBTAIN FINAL APPROVALS FROM TOWN.
37. COMPLETE AS -BUILT SURVEY.
38. DEMOBILIZE
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DWG NAME:
GENERAL NOTES
SCALE:
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SHEET NO.
2

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WILL ❑W STREET
SIDEWALK
CLOSED SIGN
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TRAFFIC AND PEDESTRIAN CONTROL PLAN INSET
SCALE: 1" =100'
TRAFFIC CONTROL NOTES:
1. THE CONTRACTOR MUST OBTAIN APPROVAL AND COORDINATE WITH THE
TOWN OF CARY ANY LANE OR FULL ROAD CLOSURE PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR MUST SEND A NOTICE TO ALL PROPERTY OWNERS
AFFECTED BY THE CONSTRUCTION 7 DAYS PRIOR TO ROAD OR LANE CLOSURE.
A ONE WEEK NOTICE MUST BE GIVEN TO THE TOWN OF CARY.
3. ALL SIGNS USED WILL BE IN ACCORDANCE WITH THE TOWN OF CARY
AND NCDOT REGULATIONS AS STATED IN THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD).
4. STEEL PLATES MAY BE USED TO COVER TRENCHES WHERE BRICK AND
MORTAR STRUCTURES REQUIRE CURING TIME. TRENCHES OVER
PRE -CAST STRUCTURES AND PIPE SECTIONS SHALL BE BACKFILLED TO
FINISH GRADE ELEVATION BY THE END OF EACH WORK DAY IF ROADWAY
IS TO BE REOPENED TO TRAFFIC.
5. CONTRACTOR TO PROVIDE TO TOWN FOR APPROVAL A PLAN TO MINIMIZE
STREET CLOSURE TIME AND CLOSURE LIMITS PRIOR TO CONSTRUCTION
FOR ALL PHASES OF WORK.
6. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH TOWN OF
CARY AND /OR NCDOT STANDARD DETAILS AND SPECIFICATIONS.
7. ANY DISTURBANCE WITHIN THE RIGHT -OF -WAY WILL BE REQUIRED TO
BE REPLACED TO THE TOWN OF CARY AND /OR NCDOT STANDARDS AND
INSPECTED.
8. ACCESS SHALL BE PROVIDED FOR ALL RESIDENTS ON RIDGECREST ROAD
AT ALL TIMES FOR ENTRY TO THEIR PROPERTIES.
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SCALE: 1" =100'
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1. CONTRACTOR SHALL NOTIFY TOWN OF CARY PROJECT ENGINEER A
MINIMUM OF 1 WEEK PRIOR TO CLOSURE.
2.INSTALL ALL TRAFFIC AND PEDESTRIAN CONTROL DEVICES
NECESSARY FOR SPECIFIC LANE OR ROAD CLOSURE.
3.MOBILIZE FLAGGERS AS NECESSARY.
4.BEGIN CONSTRUCTION.
5.RELOCATE AND /OR MODIFY TRAFFIC CONTROL DEVICES AS
NECESSARY BASED ON CONSTRUCTION OPERATIONS.
6.MAINTAIN ALL TRAFFIC CONTROL DEVICES TO SATISFACTORY
CONDITION.
7.REMOVE ALL TRAFFIC CONTROL DEVICES AFTER CONSTRUCTION IS
COMPLETE.
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C....) MUTCD SIGN DESIGNATI ❑N
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WITH TYPE III BARRICADE (4' MINIMUM)
DETOUR SIGN
DETOUR ROUTE
FLAG WARNING SIGN (FLAGGER AHEAD) 36 "X36"
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2. THE CONTRACTOR MUST SEND A NOTICE TO ALL PROPERTY OWNERS
AFFECTED BY THE CONSTRUCTION 7 DAYS PRIOR TO ROAD OR LANE CLOSURE.
A ONE WEEK NOTICE MUST BE GIVEN TO THE TOWN OF CARY.
3. ALL SIGNS USED WILL BE IN ACCORDANCE WITH THE TOWN OF CARY
AND NCDOT REGULATIONS AS STATED IN THE
TRAFFIC CONTROL DEVICES (MUTCD).
4. STEEL PLATES MAY BE USED TO COVER TRENCHES WHERE BRICK AND
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PRE -CAST STRUCTURES AND PIPE SECTIONS SHALL BE BACKFILLED TO
FINISH GRADE ELEVATION BY THE END OF EACH WORK DAY IF ROADWAY
IS TO BE REOPENED TO TRAFFIC.
5. CONTRACTOR TO PROVIDE TO TOWN FOR APPROVAL A PLAN TO MINIMIZE
STREET CLOSURE TIME AND CLOSURE LIMITS PRIOR TO CONSTRUCTION
FOR ALL PHASES OF WORK.
6. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH TOWN OF
CARY AND /OR NCDOT STANDARD DETAILS AND SPECIFICATIONS.
7. ANY DISTURBANCE WITHIN THE RIGHT -OF -WAY WILL BE REQUIRED TO
BE REPLACED TO THE TOWN OF CARY AND /OR NCDOT STANDARDS AND
INSPECTED.
SCALE: 1 " =1oo'
ROAD AND LANE CLOSURE SEQUENCE:
1. CONTRACTOR SHALL NOTIFY TOWN OF CARY PROJECT ENGINEER A
MINIMUM OF 1 WEEK PRIOR TO CLOSURE.
2.INSTALL ALL TRAFFIC AND PEDESTRIAN CONTROL DEVICES NECESSARY
FOR SPECIFIC LANE OR ROAD CLOSURE.
3.MOBILIZE FLAGGERS AS NECESSARY.
4.13EGIN CONSTRUCTION.
5.RELOCATE AND /OR MODIFY TRAFFIC CONTROL DEVICES AS NECESSARY
BASED ON CONSTRUCTION OPERATIONS.
&MAINTAIN ALL TRAFFIC CONTROL DEVICES TO SATISFACTORY CONDITION.
7.REMOVE ALL TRAFFIC CONTROL DEVICES AFTER CONSTRUCTION IS
COMPLETE.
TRAFFIC CONTROL LEGEND
C....) MUTCD SIGN DESIGNATION
<6>
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AHEAD (W20 -3)
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=> DETOUR SIGN
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(W20 -7)
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(R6 -1)
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(R5 -1)
NR
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(R3 -1)
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EXISTING MH
TOP 451.78
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Control Point Description Northinq
1 E CTL# 1 P K 740694.14
2 ECTL #2NL 740295.11
3 TLS #3NL 740307.81
4 TLS #4P K 740149.39
5 TLS #5NL 739949.82
6 TLS #6NL 739928.47
7 TLS #7NL 740068.93
9 TLS #9NL 740181.89
10 TLS #10NL 740200.98
11 TLS #11 NL 740133.56
12 TLS #12NL 740245.84
13 TLS #13NL 740094.35
14 TLS #14NL 740119.59
TBM #200 BENCH
TIE IN POWER
200 POLE 740200.27
TBM #201 MARK
201 ON HEADWALL 739930.11
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ONE
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RIDGECREST RD.
PROPERTY OWNER INFORMATION
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NAME
DB AND PG
AND
BM
DATUM: NAVD88
PIN
ADDRESS
JOHN D. BARBIERI
D.B. 11192,
PG.
1336
PIN:
0764207069
332 DRY AVE.
DUPON APARTMENTS
D.B. 14764,
PG.
219
PIN:
0764209221
339 RIDGECREST RD.
OF CARY, LLC
450.53
2062691.55
451.14
2062619.71
451.96
2062695.8
TAYLOR COPLAND
D.B. 15369,
PG.
1716
PIN:
0764208378
303 S. DIXON AVE.
LIVING TRUST
EXISITING WATER METER
WVm
EXISITING WATER VALVE
PP0
EXISITING POWER POLE
DOUGLAS A. HARNED
D.B. 3499,
PG.
203
PIN:
0764205054
319 S. DIXION AVENUE
& DIANE S. BECKMAN
BM 1959,
PG.
82
TERRY M. HOFFMAN
D.B. 012873,
PG.
2454
PIN:
0764206066
336 DRY AVENUE
& ELIZABETH A. STEMKOWSKI
BM 1959.
PG.
82
NOTE:
LIDAR CONTOURS
HORIZONTAL DATUM: NAD83
VERTICAL
DATUM: NAVD88
Eastinq
Elevation
2063422.6
469.72
2063031.42
467.55
2062902.83
458.91
2062582.28
453.33
2062517.25
452.36
2062517.25
444.51
2062445.84
458.6
2062652.81
450.53
2062691.55
451.14
2062619.71
451.96
2062695.8
449.39
2062617.96
444.73
2062707.06
449.27
2062681.88 452.57
2062568.2 444.36
LIMITS OF DISTURBANCE =0.24 ACRES
LEGEND
455
LIDAR CONTOURS
455
SURVEYED CONTOURS
LOD
LIMITS OF DISTURBANCE
SILT FENCE
SF
TEMPORARY CONSTRUCTION FENCE
CF
PDE
PERMANENT DRAINAGE EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
TICE
CURB INLET PROTECTION
EXISTING STORM DRAINAGE
EXISTING GAS LINE
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
EXISTING OVERHEAD ELECTRIC
COMMUNICATION LINE
- -
PROPERTY LINE
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i
♦ / / ♦ ' / / //�� ii EXISTINC
CIA' ♦ ♦ ♦• �' / ��\ r� I TOP =45
♦ i /ice � �►
� �E T / _ � � / 0 i �c•
I I INV. IN(
i R� W) / s INV. IN('
REMOVE AND REP 45
R IDG C R EpSU13
CUR)3 AND GUTTER _ - � / � / �O� � � j� � / - � I INV. OU
(�ARIAB . / ♦ _ X I (TO BE
♦, i
♦ __ MOVE ♦i ����� �v /c'���0�' %� ' /,�. ' �; I
♦ 17" OAK �O / / / / Y'
ISTINO/ SSMH
P 454.78 -- -
EIP IN 4�' 4 .85�i' �� i'"
• ♦ i „� f� � � �IuIILL ASPHALT 1.5 DEEF ; - INV. OUT- 443.0/�
• ♦ — - CN 8 /44-2:-71
—
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• / / /// I \\ \ / \ \ ` \� LP
LnI ,\ 1 1\ I ■ ■ / / /
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TOP OF BANK I I ■ /
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/ 1I \ 1 I I ■ I 336 DRY AVE
319 DRY AVE
/ cn
20, 1 ►1 I XISTING I I ■ I
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BENCH LIMITS
:ASEMENT
ENT
NOTES:
1. GUY WIRES SHOWN WITHIN THE WORK AREA
TO BE RELOCATED BY OTHERS.
2. LIMITS OF DISTURBANCE FOLLOWS PDE OR TCE LINES
WHERE NOT SPECIFICALLY MARKED AS LOD ON PLANS.
3. COORDINATE WATERLINE, AND SANITARY SEWER LINE
REMOVAL WITH TOWN OF CARY PUBLIC WORKS.
10 5 0 10 20
SCALE 1 " =10'
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DEMOLITION PLAN
SCALE:
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SHEET N0.
6

/ / _ _ ♦ ♦ `� / ♦ ♦ ♦♦ /
\ - - - ♦♦ rY ��♦ /
\ *:#
\ ♦♦♦
♦♦
/319 S. DIXON AVER i0,
♦♦ / / 450 �♦� ,��
♦ / / p� 1 PROPOSED
14 EVIL-3 _
— — — ♦
i RELOCATE
♦ FENCE - y
4�1 3 WIRF _
NAN FENCE �
`0 `gyp
� r
pQ/
470
465
460
455
PROPOSED
ul�Guly
450
T EXISTING CI -B /(TO BE REMOVED)
CF ♦�
�CISTING PO -C TOP= 450.79 INV. IN(30")= 444.33
IV. OUT= 443.09 INV. IN(15 )(E)= 446.54
)AMAGED STRUCTURE) INV. OUT (30 ")= 444.12
-0 BE ABANDONED)
PLAN AND PROFILE EW -3 TO HW -1
SCALE: 1 " =10'
440
CLASS II RIPRAP
SEE PLAN SHEET 12
FOR LIMITS
435
430 '
0 +75 1 +00
0
u
^I
e
z
o4r 0- Z
LL. r- v
a- f") f _
FXISTINr
GROUND EXISTING
6" AC WATER MAIN
_ 452
EXISTING
BANS -
50
r
EXISTING II
THALWEG I
303 S. DIXON AV�
SAFETY (TO BE
RAIL REMOVED AND /
REPLACED) /
Ek[STING CI -D (FILLED) /
STOP =45Q 66 '
>� 0
1'5",-INV. O�JT(S) =447 9�
(TO BE�REMOVED)
p pp
P// 00000
\EXISTING CI -E
♦ TOP= 450.86
15" INV. IN(N)= 447.34
♦ 15 INV. OUT(W)= 446.76"
/ :♦ (TO BE REMOVED)
Y
1
nl
LJ
W
(.) + I.
it
oQ�
470
465
Ee
455
FIP
_ 25 -YEAR
---- -- HYDRAULIC
i - - -- --
GRADE LINE—
450
�q� l - j_
- - h'Kt�r'vStG 46" RC(' 81-LF- @ 1 •�'%
_ PROPOSED �•
1 E" 445
RCP 16 LF —
@ 6.3% EXISTING 4" SS
i �
VCP LATERAL CLASS II RIPRAP
2.38' CLEARANCE �D IIJV. =44i3.� SEE PLAN SHEET 12
/ l U (.:LtAKAN(.;t FOR LIMITS
/ 440
O PRnPnSFn I'KUI'U�tU 4 55 0
,v - Ur LATERAL LO
6 ., DIP WATER MAIN I►db' -TT2 02'
LO
Lu_
,UUNUKL I t SAUULt G
� 11
zzz
�
Wit N
1 +25 1 +50 1 +75 2 +00
SCALE: 1 " =10' HORIZONTAL
1 " =5' VERTICAL
LEGEND
Lq
��b �.
••��
463
M
J
U-)
00
w ,pO
PROPOSED WATERLINE
C; rV�
Otdy'
N
Inter
�� II
�
I
° aa
EASEMENT
TCE
TEMPORARY CONSTRUCTION EASEMENT
Of
NOTE:
w
1. LIMITS OF DISTURBANCE
FOLLOWS PDE
OR TCE LINES
0
00
LOD ON PLANS.
3-
s
440
CLASS II RIPRAP
SEE PLAN SHEET 12
FOR LIMITS
435
430 '
0 +75 1 +00
0
u
^I
e
z
o4r 0- Z
LL. r- v
a- f") f _
FXISTINr
GROUND EXISTING
6" AC WATER MAIN
_ 452
EXISTING
BANS -
50
r
EXISTING II
THALWEG I
303 S. DIXON AV�
SAFETY (TO BE
RAIL REMOVED AND /
REPLACED) /
Ek[STING CI -D (FILLED) /
STOP =45Q 66 '
>� 0
1'5",-INV. O�JT(S) =447 9�
(TO BE�REMOVED)
p pp
P// 00000
\EXISTING CI -E
♦ TOP= 450.86
15" INV. IN(N)= 447.34
♦ 15 INV. OUT(W)= 446.76"
/ :♦ (TO BE REMOVED)
Y
1
nl
LJ
W
(.) + I.
it
oQ�
470
465
Ee
455
FIP
_ 25 -YEAR
---- -- HYDRAULIC
i - - -- --
GRADE LINE—
450
�q� l - j_
- - h'Kt�r'vStG 46" RC(' 81-LF- @ 1 •�'%
_ PROPOSED �•
1 E" 445
RCP 16 LF —
@ 6.3% EXISTING 4" SS
i �
VCP LATERAL CLASS II RIPRAP
2.38' CLEARANCE �D IIJV. =44i3.� SEE PLAN SHEET 12
/ l U (.:LtAKAN(.;t FOR LIMITS
/ 440
O PRnPnSFn I'KUI'U�tU 4 55 0
,v - Ur LATERAL LO
6 ., DIP WATER MAIN I►db' -TT2 02'
LO
Lu_
,UUNUKL I t SAUULt G
� 11
zzz
�
Wit N
1 +25 1 +50 1 +75 2 +00
SCALE: 1 " =10' HORIZONTAL
1 " =5' VERTICAL
LEGEND
.o � P .••' •
��b �.
••��
463
PROPOSED CONTOURS
J
PROPOSED STORM
�:��
4?
—w —w—
PROPOSED WATERLINE
-__ ss— PROPOSED SEWER
LOD
PROPOSED LIMITS OF
DISTURBANCE
PDE
PERMANENT DRAINAGE
EASEMENT
TCE
TEMPORARY CONSTRUCTION EASEMENT
TREE REMOVAL
NOTE:
1. LIMITS OF DISTURBANCE
FOLLOWS PDE
OR TCE LINES
WHERE NOT
SPECIFICALLY MARKED AS
LOD ON PLANS.
V co O
C\2 LO
a 0 LO
ON I I
00 00
...... CV
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v r=4 Z
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ul Z go
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O � Lp a) <
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3
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REVISIONS:
d-
435
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z
DWG NAME:
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430 SCALE:
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.o � P .••' •
��b �.
••��
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REVISIONS:
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435
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DWG NAME:
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430 SCALE:
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1 " =10'
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SCALE 1"=10' 7

N
TRASHCAN' _
�STn RAr. F
♦�♦
1319 S. DIXON AVER
r ' 50 .�
♦♦
WOOD/ 1 PROPOSED
DECK 14 EW -3
Ny
RELOCATE
♦
FENCEy
j - - -�z i
I
3' WIRE
470
465
460
455
450
445
440
435
430 '
0 +75
/EXIST1N� �0" RCP ♦♦ ♦♦ %` �O� � � � - - - ' /
kNV IN =444
:XISTING HW -A
-OP =451 .03 ♦ ♦♦ PROPOSED /
o
♦♦ ♦� - HW -1 0;4 45
/
T EXISTING CI -B
CF TOP= 450.79
ATO BE
REMOVED)
•�
EXISTING PO-
INV. OUT= 443.09
INV. IN(30 ")= 444.33
(DAMAGED STRUCTURE)
INV. IN(15 ")(E)=
")=
446.54
•
•
•
(TO BE ABANDONED)
INV. OUT (30
444.2
:
m
_
T
PLAN AND
PROFILE J13-2 TO
CI -4
A N I
cc)
SCALE: 1 " =10'
p C) U-1
W 0) Z
u-q `w CJ
W O Z
� � I
0 0
•
••��
o�Q�.
ms's
!n
Frn
w2
cn �
N ff?
_.� O
in
in
u)
m •- u!
It
Q u/
m
_
T
_
!s 16f
v N II
A N I
cc)
r' L; vi
w 0 W
p C) U-1
W 0) Z
u-q `w CJ
W O Z
u p W
W N Z
O t O 0
v 1 + J LL.
0— 00—
�+ J u
O
L: � J
0"
.. ,—
0g0-<
LL 3.
°f�2CL°r9�
°��
0-V)
aV) LL. F-
a- U) LL. �
EXISTING
VKUUNU \
--------------------------- \ ----
303 S. DIXON AV�
- " SAFETY (TO BE
RAIL REMOVED AND
ti REPLACED)
EXISTING CI -D (FILLED)
TOP =450, 66
X50 \15" INV. O�J�(S� -447 94
(TO BE--REMOVED)
pp
so
OPOSED 2 • \
-4 _ ♦♦ 1014 °yr\ \
\ - i
EXISTING CI -E EIP
TOP= 450.86
15" INV. IN(N)= 447.34
15" INV. OUT(W)= 446.76"
(TO BE REMOVED)
i
470
465
460
PROPOSED 24" RCP
/ 1 LF 0 5.0%
455
PROPOSED
.24—f�P- (CLASS I\/)
22 IF ff 2.7%
--- - - - - -- - - - - -- .•4.r------- - - - - -- -- 1.....- .....���__` 450
_ .....
" 1 PLC �.n'r ....� ............ .... ...................................
... .... .............i ``�♦
0ti 0 24" Rep8' Im .. ........ ...............................
PROP � ;. .�..
all
Fu f 445
1 9" rl FARANrF / I
3.42' CLEARANCE
PROPOS =D 8" SS DIP
EXISTING 8" SS VCP 25 -YEAR INV.= 444.70 \ \� PROPOSED
INV.= 442.05 HYUKAULK; \\ 6j' DIP WATER MAIN
BRAD[ LIFE 440
N 0 I to \, CONCRETE SADDLE f 6/
10 d 14 J
r'i o co ,& co Lq FXIS -ING Ir ca ��
6" AC WATER MAIN
INV.= 446.25
v j 435
r, :A Z t, Z C Z t,
Z Z Z Z Z Z Z Z
2 R w -- "
w v w �v vv v
t N d- N N N N N 430
1 +00 1 +25 1 +50 1 +75 2 +00 2 +25 2 +50
SCALE: 1 " =10' HORIZONTAL
1 " =5' VERTICAL
♦•
♦ ♦ °//F
4`
°yam \
LEGEND
463 PROPOSED CONTOURS
PROPOSED STORM
—w —w— PROPOSED WATERLINE
=: ss— PROPOSED SEWER
LOD PROPOSED LIMITS OF DISTURBANCE
PDE PERMANENT DRAINAGE EASEMENT
TCE TEMPORARY CONSTRUCTION EASEMENT
TREE REMOVAL
NOTE:
1. LIMITS OF DISTURBANCE FOLLOWS PDE OR TCE LINES
WHERE NOT SPECIFICALLY MARKED AS LOD ON PLANS.
ciCC\2 LO
a O LO
I I
00 00
N
...... CV
rI--I U
v r=4 Z
4-j L-
W N 0
co
�C\2 E C)
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P� C\2
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f--I 0 � Z
R i1
-11!!�
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Q c) Q m �
TWO
Hw�O�
IL
U Z 0 w
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DATE: 6 -17 -2015
REVISIONS:
PROJECT NAME:
RIDGECREST PIPE REPAIR
DWG NAME:
(BASE BID) PLAN AND PROFILE
SCALE:
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•
••��
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¢:cis Q�
w2
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60% SUBMITTAL
DATE: 6 -17 -2015
REVISIONS:
PROJECT NAME:
RIDGECREST PIPE REPAIR
DWG NAME:
(BASE BID) PLAN AND PROFILE
SCALE:
1 " =10'
10 5 0 10 20 SHEET N0.
SCALE 1"=10' 8

TRAS HCA-N
STORAGE
/ 3' WR
FENCE �: ♦_ �� \
319 DRY AVE ♦ y
1 - -- 450
♦ ♦♦
11
RELOCATE
FENCE
r i 4
- — - rZ/
/
11 ♦ �
-,- 452 - - - -_ -- / /� --
EXISTING
BOTTOM
OF BAW1 - --
%/
EXISTING
TOP OF I
-� BAN K I
I
303 S. DIXON AVE.
EXISTING CI -D (FILLED)/
TOP= 450.66 _
15" INV. OUT(yS)=447 94
-(TO- 13E- REMOVED)
O
PP/ / ••••• \
•10
1 ` 0* \
_— 451 -- --
- O �
PROPOSED \ ekjST ••••• 0 \
6" GATE VALVE O^ �N 61, • •� ••
\\ �� \\ _��• \ / \ _ 452
8" DIP
\ EXISTING CI -E
TOP= 450.86
15" INV. IN(N)= 447.34
15" INV. OUT(W)= 446.76
-(TO BE REMOVED)
332 DRY AVE.
PLAN AND PROFILE EW -3 TO HW -1
SCALE: 1 " =10'
w1ft
PROPOSED _
455 GROUND
_ HYDRAULIC
/GRADE LINE
PROPOSED 48' RCP
EXISTING
6" AC WATER MAIN
_EX ICTIN(_
I
2 1,
� Ln CV
N +
CL
Q
2 n O
470
465
460
455
450 ;
'
450
– – 1
I-RUPOSED 48" Rep
_ •.
445 ' 445
EXISTING 4" SS
440
435
430
1 +00
� Lr C�SS II RIPRAP
— " RCP _— Ei: PLAN SHEET 12
PROPOSED 48
6 LF 0 8.34 %LAKA
440
0 0
0
N n 4. Pt<ut ubE6�
"
Win — P!�OPOSFD L
M u o0
6" DIP WATER MAIN
II II U) -H
r E v 435
e _
z zz zz zz z z zz
—cry w uu'w — uu
d It d- N It 430
1 +25 1 +50 1 +75 2 +00 2 +25
LEGEND
00
00
463
LO LO
m r,. i-
PROPOSED
04 c�I
>
N �
(I
_ dam- tVC)
II
w
m
sl
465 W, 0-
U) "F �
-
u h V)
-
OU V)
PDE
d N Ld
Ld v) J
TCE
000
0 ±00 IL
TREE REMOVAL
d (N H M
0- V) :2
460
PROPOSED _
455 GROUND
_ HYDRAULIC
/GRADE LINE
PROPOSED 48' RCP
EXISTING
6" AC WATER MAIN
_EX ICTIN(_
I
2 1,
� Ln CV
N +
CL
Q
2 n O
470
465
460
455
450 ;
'
450
– – 1
I-RUPOSED 48" Rep
_ •.
445 ' 445
EXISTING 4" SS
440
435
430
1 +00
� Lr C�SS II RIPRAP
— " RCP _— Ei: PLAN SHEET 12
PROPOSED 48
6 LF 0 8.34 %LAKA
440
0 0
0
N n 4. Pt<ut ubE6�
"
Win — P!�OPOSFD L
M u o0
6" DIP WATER MAIN
II II U) -H
r E v 435
e _
z zz zz zz z z zz
—cry w uu'w — uu
d It d- N It 430
1 +25 1 +50 1 +75 2 +00 2 +25
LEGEND
. P .••' '
.
463
PROPOSED
CONTOURS
PROPOSED
STORM
—w —w—
PROPOSED
WATERLINE
ss—
PROPOSED
SEWER
LOD
PROPOSED
LIMITS OF DISTURBANCE
PDE
PERMANENT
DRAINAGE EASEMENT
TCE
TEMPORARY
CONSTRUCTION EASEMENT
TREE REMOVAL
NOTE:
1. LIMITS OF DISTURBANCE FOLLOWS PDE OR TCE LINES
WHERE NOT SPECIFICALLY MARKED AS LOD ON PLANS.
V
co m
Chi LO
Ln �-�-I
Cr)
0 LO
I I
00 00
...... CV
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4-j L_
F-�-1 N 0
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DATE: 6 -17 -2015
REVISIONS:
PROJECT NAME:
RIDGECREST PIPE REPAIR
DWG NAME: (ALTERNATE BID)
PLAN AND PROFILE
SCALE:
1 " =10'
SCALE: 1 " =10' HORIZONTAL
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SCALE 1"=10' 9
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DATE: 6 -17 -2015
REVISIONS:
PROJECT NAME:
RIDGECREST PIPE REPAIR
DWG NAME: (ALTERNATE BID)
PLAN AND PROFILE
SCALE:
1 " =10'
SCALE: 1 " =10' HORIZONTAL
1 " =5' VERTICAL 10 5 0 10 20 SHEET N0.
SCALE 1"=10' 9