20120017 Ver 1_Site Plan_20120105

CoverSheet ..................................................... ............................... IA
KeyPlan .................................................... ............................... 1B-1D
GeneralNotes ................................................. ............................... 2A
GeneralDetails ............................................... ............................... 3A
StructuralDetails ...................................... ............................... 3B-3E
StreamDetails ........................................... ............................... 3F -3H
Real Estate Summary Table ......................... ............................... 4A
DrainageStructure Table ........................ ............................... 4B-4C
Storm Water Plan and Profile ..................... ............................... 5 -32
CulvertPlan and Profile ............................ ............................... 33 -34
Stream Restoration Plan and Profile ........ ............................... 35 -43
StreamTypical Sections .................................. ............................... T1
Traffic Control Plans ..................... ............................... TCPI -TCP8
PlantingPlans ............................................ ............................... PI -P5
ErosionControl ................................ ............................... EC1 -EC12
TOTAL SHEETS 82
" °^ 'C^T AREA
VICINITY MAP
NTS
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BEFORE YOU DIG!
CONTACT ONE —CALL CENTER
1- 800 - 6324949
rm
=F1@ 2010
Kimley -Horn and Associates, Inc.
NC LICENSE NO. F -0102
4651 Charlotte Park Drive, Suite 300
Charlotte, North Carolina 28217 Phone:
(704) 333 -5131 Fax: [phone]
1 11
rq P'Al
CIUMLOTTEM
ENGINEERING & PROPERTY
MANAGEMENT
70% Plans of Proposed
Robinhood- Dooley Storm Drainage Improvement Project
Project No. 671 -04 -712
Project Features:
ARCH SPAN CULVERTS, REINFORCED CONCRETE PIPE,
CURB AND GUTTER, ASPHALT PAVING
STREAM STABILIZATION /ENHANCEMENT AND RESTORATION
BUFFER ESTABLISHMENT AND RIPARIAN PLANTINGS
Project Area Project Area
Robinhood- Dooley Storm Drainage Improvement Project
LOCATION MAP
NTS
(FOR SHEET LAYOUT, SEE KEY PLAN, SHEET 1B)
2010 STANDARD SPECIFICATIONS
(OR MOST CURRENT VERSION)
Plan View .................
Horz. Profile ............
Vert. Profile .............
Cross Section ...........
PROGRESS SET
NOT FOR CONSTRUCTION
Stream Profile
Existing Ground ....... ............................... — — — — — — —
Existing Right Bank ............................... R
Existing Left Bank ... ...............................
Proposed Centerline of Channel ............
Proposed Top of Bankfull .......................
Proposed Constructed Riffle ... ............................... 71
Proposed Rock Cross Vane ..... ...............................
ProposedRock A -vane ............. ...............................
ProposedLog A -vane ............... ...............................
Proposed Log Cross Vane ...... ...............................
Proposed Log Sill ...................... ...............................
Contract Administration
Storm Water Construction Manager
60 Landscape Management
CDOT - Design
60
CDOT - Implementation
CMU
0 15 1 Storm Water Project Manager
Water Quality
Existing Property Line .... ...............................
Existing Easement ........... ............................... E E
Maintained as R/W Line . ............................... R/W
ExistingStructures .......... ...............................
ExistingFence .................. ............................... x
Proposed Slope Stake Line ............................
Existing Gas Line ............ ............................... G G
Existing Water Line ........ ............................... W W
Existing Sanitary Sewer . ............................... ss ss
Existing Underground Telecommunications UT
Existing Underground Electric ..................... u E
Existing Storm Drainage
F
ProposedStorm Drainage .............................
Existing Tree °
............................................................ ...............................
WM
ExistingWater Meter .............................................. ...............................
WV
Existing Water Valve .............................................. ............................... I,"a
GV N
ExistingGas Valve .................................................. ............................... >a
Existing Sanitary Sewer Manhole S
.......................... ...............................
ExistingElectric Manhole ...................................... ............................... 0
1
ExistingCatch Basin ............................................... ............................... rl
ProposedCatch Basin ............................................. ...............................
--
ExistingStorm Drain Manhole ............................... ..............................`
Proposed Storm Drain Manhole
ProposedJunction Box ............................................ ............................... ■
ExistingLight Pole .................................................. ............................... .,.�
Existing Utility Pole .................................................. ...............................
GuyWire ............................................................. ............................... —
IronPin ..................................................................... ............................... 00 C,
Existing Fire Hydrant ............................................. ............................... . 4�
Proposed Edge of Pavement .......................... •
Proposed Curb & Gutter, Conc. Drive, Sidewalk ................ .................................................. .
....
ProposedAsphalt Pavement ......................... ............................... �I
Proposed Rip Rap 1
Proposed Gravel �--i
TreeProtection .............................................. ...............................
SafetyFence ................................................. ............................... /� Q
Silt Fence
Inlet Sediment Control Device ............................. ...............................
StoneInlet Protection ........................................... ............................... ® ..i
TemporaryRock Check Dam ............................. ...............................
TemporaryStone Ring .......................................... ............................... V
Limitsof Disturbance ................. ...............................
DrainageFlow Path ..................................... ............................... — Q
1 +00
Proposed Stream Centerline ..........................
Proposed Bankfull ........... ............................... B
Temporary Construction Easement ............. e MCI
Proposed Storm Drainage Easement ............ sDE sDE
Proposed Conservation Easement ................ CE
B -8
Boring Location ........................................... ............................... O
® •�
Temporary Staging and Stockpile area .... ............................... �
Proposed Channel Block
Proposed Log Sill ........................................ ............................... + + + + A
0
ProposedRock Cross Vane ....................... ...............................
Proposed Rock A -vane ............................... ............................... Q
Proposed Log Cross Vane or A -vane ........ ...............................
Proposed Constructed Riffle ..................... ...............................
Proposed Boulder Toe Protection 000000m '~
ProposedToe Wood ................................... ............................... Q
Planting Zone 1 (Bankfull Area) 0
PlantingZone 2 (Riparian Area) ............... ...............................
Planting Zone 3 (Utility Easement) ............ ............................... 0 0 0 0 0 0
Q
Planting Zone 4 (Outside CE) .................... ...............................
Planting Zone 5 (Right of Way) ................. ............................... •
0 Q
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g PROPOSED A� 1128 Dooley Cir E SHEET 29 Christopher Abraham
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Selena and
Christopher Abraham
DB 23165 / PG 114
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Barbara W. Stewart
DB 17579 / PG 890
PB 7/ PG 275,277
1215 Robin Hood Cir
.:t
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0 10 20 40
( IN FEET )
1 inch = 20 ft.
PROGRESS SET
NOT FOR CONSTRUCTION
NOTE:
ALL PROPERTY LINE, ROW, AND EXISTING
EASEMENT INFORMATION SHOWN IS FROM
SURVEY PREPARED BY RB PHARR (XX,
2010). ALL OTHER EXISTING INFORMATION
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ENGINEERING (DECEMBER 9, 2009).
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10921132
Selena and
Christopher Abraham
DB 23165 / PG 114
700
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DB 20578 / PG 550
ID 7/ PG 275,277 w m, c* ..
1205 Robin Hood Cir \
..
fx �.
.:
10921114
Barbara W. Stewart
DB 17579 / PG 890
PB 7/ PG 275,277
1215 Robin Hood Cir
.:t
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
PROGRESS SET
NOT FOR CONSTRUCTION
NOTE:
ALL PROPERTY LINE, ROW, AND EXISTING
EASEMENT INFORMATION SHOWN IS FROM
SURVEY PREPARED BY RB PHARR (XX,
2010). ALL OTHER EXISTING INFORMATION
IS FROM SURVEY PREPARED BY MA
ENGINEERING (DECEMBER 9, 2009).
�-
oNMUSToo
IT Y p O X09
CO Q o �A
J W Z =
a n m
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1- 800 -632 -4949
80
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10921115
David W. Stewart
DB 4982 / PG 832
PB 7/ PG 275
1221 Robin Hood Cir
i
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10921116
William Fredrick Lowe Jr.
DB 5955 / p�% „414
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l 1231 Robin Hood Cir'
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� V\N MUST CO
1TY
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o
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a� n m
n
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1- 800 - 632 -4949
NOTE:
ALL PROPERTY LINE, ROW, AND EXISTING
EASEMENT INFORMATION SHOWN IS FROM
SURVEY PREPARED BY RB PHARR (XX,
2010). ALL OTHER EXISTING INFORMATION
IS FROM SURVEY PREPARED BY MA
ENGINEERING (DECEMBER 9, 2009).
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David W. Stewart
DB 4982 / PG 832
PB 7/ PG 275
1221 Robin Hood Cir
i
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122 +50
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10921116
William Fredrick Lowe Jr.
DB 5955 / p�% „414
PB 7/ PG
1229 Robin Hood Cir
Marder
ti DB 19130 / PG 43 1 f t 6' '��
PB 7/ PG 275,277 i . s #'
l 1231 Robin Hood Cir'
s
124 +00
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692
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NOT FOR CONSTRUCTION
� V\N MUST CO
1TY
/0,90 X09
o
-i W Z =
a� n m
n
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1- 800 - 632 -4949
NOTE:
ALL PROPERTY LINE, ROW, AND EXISTING
EASEMENT INFORMATION SHOWN IS FROM
SURVEY PREPARED BY RB PHARR (XX,
2010). ALL OTHER EXISTING INFORMATION
IS FROM SURVEY PREPARED BY MA
ENGINEERING (DECEMBER 9, 2009).
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/ PG 945
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14.5'
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VANE ARM TIES INTO BANKFULL.
2. DO NOT EXCAVATE POOL WITHIN 3' OF FOOTER BOULDERS.
3. VOID SPACES BETWEEN BOULDERS SHALL BE PLUGGED WITH
APPROPRIATE SIZED STONE.
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LOG CROSS VANE CRITICAL DIMENSIONS
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NOT BE GAPPED OR HAVE ANY
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2. DO NOT EXCAVATE POOL WITHIN 3' OF FOOTER BOULDERS.
3. VOID SPACES BETWEEN BOULDERS SHALL BE PLUGGED WITH
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27.7'
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17.0'
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0.3'
VANE ARM TO FIT CHANNEL MATERIAL
WELL GRADED MIX OF 2 " -12" HEADER LOG
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SECTION B -B PROVISIONS ca
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ROCK A -VANE CRITICAL DIMENSIONS
MINIMUM BOULDER DIMENSIONS
A
B
ARM ANGLE (e)
22.0'
22.3
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12.0'
14.5'
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4.5%
4.5%
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NOTES: GEOTEXTILE
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1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
2 " -12" RIP RAP, #57 FABRIC NOT BE GAPPED OR HAVE ANY CONSTRUCTED RIFFLE DETAIL
VANE ARM TIES INTO BANKFULL STONE AND NATURAL SIGNIFICANT SPACES O
° 2. DO NOT EXCAVATE POOL WITHIN 3' OF FOOTER BOULDERS. CHANNEL MATERIAL SECTION B -B NOT TO SCALE
3. VOID SPACES BETWEEN BOULDERS SHALL BE PLUGGED WITH A ICI
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4. COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE A
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BARE ROOT AND TUBELINGS
1. General:
In order to establish vegetation in restoration areas, such as bankfull benches and slopes,
bare root and tubelings will be planted as shown on the plans or required in the Special
Provisions.
2. Materials:
All vegetation material will be provided by the contractor. The contractor is responsible
for correctly installing and maintaining vegetation material.
Vegetation material will consist of bare root trees, tubelings and/or shrubs.
3. Preparation:
Planting should take place Nov. 15 - April 15. Immediately following delivery to the
project site, all plants with bare roots, if not promptly planted, shall be heeled in in
constantly moist soil or sawdust in a manner consistent with generally accepted
horticultural practices.
While plants with bare roots are being transported to and from heeling -in beds, or are
being distributed in planting beds, or are awaiting planting after distribution, the contractor
shall protect the plants from drying out by means of wet canvas, burlap, or straw, or by
other means acceptable to Engineer and appropriate to weather conditions and the length
of time the roots will remain out of the ground.
4. Installation:
Soil in the area of shrub and tree plantings shall be loosened to a depth of at least 5 inches.
Bare root vegetation may be planted in a hole made by a mattock, dibble, planting bar, or
other means approved by Engineer. Rootstock shall be planted in a vertical position with
the root collar approximately 1/2 inch below the soil surface. The planting trench or hole
shall be deep and wide enough to permit the roots to spread out and down without
J- rooting. The plant stem shall remain upright.
Soil shall be replaced around the vegetation and tamped around the shrub or tree firmly to
eliminate air pockets.
The contractor shall replace rejected work at no additional cost to the owner.
BALL AND BURLAP /LARGE CONTAINER (111 CALIPER)
1. General:
Ball and Burlap/Large Container material will be planted as shown on the plans or
required in the Special Provisions.
2. Materials:
All vegetation material will be provided by the contractor. The contractor is responsible
for correctly installing and maintaining vegetation material.
Vegetation material will consist of bare root trees, tubelings and/or shrubs.
- ANSI 260. 1!, 2004.
3. Preparation:
Planting should take place Nov. 15 - April 15. Immediately following delivery to the
project site, all plants with bare roots, if not promptly planted, shall be heeled -in in
constantly moist soil or sawdust in a manner consistent with generally accepted
horticultural practices.
While plants with bare roots are being transported to and from heeling -in beds, or are
being distributed in planting beds, or are awaiting planting after distribution, the contractor
shall protect the plants from drying out by means of wet canvas, burlap, or straw, or by
other means acceptable to Engineer and appropriate to weather conditions and the length
of time the roots will remain out of the ground.
-CLDSM 40.01 Tree planting detail
LIVE STAKES
1. General:
Live stakes are to be installed on exposed stream banks to bankfull elevation as shown in the
planting zone diagram on sheet P2, of the designed stream. The Engineer reserves the right to reject
any "stakes" that do not meet the above mentioned criteria. The Contractor shall replace rejected
work at no additional cost to the owner.
2. Materials:
• Live stakes are to be dormant (cut fall or winter) and gathered locally or purchased from
commercial supplier.
• Stakes must be freshly cut with side branches removed, but with bark intact (ensure that the bark is
not stripped during the cutting, preparation, or installation of the stake).
• Cuttings are to be collected using a saw or pruning shears (not an ax).
3. Preparation:
• One end must be cut at an angle for insertion into the soil and the other end must be cut square for
tamping.
• Cuttings must be kept fresh and moist prior to installation.
• Cuttings must be prepared from 0.5 to 2 -inch diameter stock and approximately 2 to 3 feet in
length.
4. Installation:
• Install stakes the same day they are prepared.
• Start the installation nearest to the stream and work up the bank /floodplain.
• Cuttings must be installed right side up with the buds pointing upward.
• Cuttings should be tamped into the ground at right angles to the slope and angled slightly
downstream.
• They are to be tamped into the ground for approximately 4/5 of their length.
• Cuttings that split or become "mushroomed" must be replaced.
• Stakes should be installed in a random configuration to prevent gullies and promote a more natural
effect in the re- vegetated area.
SHRUB AND TREE TRANSPLANTS
1. General:
Existing site vegetation may be used to augment plantings. Transplants may only be taken from
disturbed areas inside the L.O.D. as approved by the Engineer.
2. Materials:
Vegetation to be transplanted will be identified by the Planting Supervisor. Shrub and trees less
than 3 inches in diameter shall be salvaged as specified by the Engineer onsite in areas designated
for construction, access areas, and other sites that will be disturbed.
3. Preparation:
Transplanted vegetation shall carefully be excavated with root balls and surrounding soil remaining
intact. Care shall be given not to rip limbs or bark from the shrub and tree transplants.
4. Installation:
Vegetation should be transplanted immediately, if possible. Otherwise, transplanted vegetation
shall be carefully transported to designated stockpile areas and heeled -in in constantly moist soil or
sawdust in an acceptable manner appropriate to weather or seasonal conditions. The solidity of the
plants shall be carefully preserved.
Installation of shrub and tree transplants shall be located in designated areas along the stream bank
above bankfull elevation or in floodplain restoration areas as directed by Planting Supervisor. In
areas of compacted soils, the soil in the area of vegetation transplants shall be loosened to a depth of
at least 1 foot. Transplants shall be replanted to the same depth as they were originally growing.
The planting trench or hole shall be deep and wide enough to permit the roots to spread out and
down without J- rooting. The plant stem shall remain upright.
Soil shall be replaced around the transplanted vegetation and tamped around the shrub or tree firmly
to eliminate air pockets.
Spacing of vegetation transplants will be determined onsite by the Engineer.
PERMANENT SEEDING SPECIFICATIONS
1. General:
Permanent seeding will be used in combination with woody plantings on the up -slope side
of the riparian areas and down to the normal water surface elevation including live stake
areas. Permanent seeding will occur in conjunction with temporary seeding where
applicable. This mixture will also be used in any terrestrial (areas not inundated) riparian
areas that have been disturbed by construction; designated as wetland and/or riparian
enhancement; or as directed by Engineer.
2. Materials:
A riparian seed mix at the rate of 15 lbs per acre shall be used for seeding. The table labeled
"riparian seed mix" lists an herbaceous, permanent seed mixture.
3. Preparation:
On sites where equipment can be operated safely, the seedbed shall be adequately loosened.
Disking may be needed in areas where soil is compacted. Steep banks may require
roughening, either by hand scarifying or by equipment, depending on site conditions.
Planting Supervisor will determine condition needs onsite. If seeding is done immediately
following construction, seedbed preparation may not be required except on compacted or
freshly cut areas. If permanent seeding is performed in conjunction with temporary seeding,
seedbed preparation only needs to be executed once.
4. Installation:
This mixture shall be planted in late fall in combination with woody plant installations
and when practicable, with the temporary seeding. Seeding should be done evenly
over the area using a mechanical or hand seeder. A drag should be used to cover
the seed with no more than 1/2 inch of soils. Where a drag cannot safely be utilized,
the seed should be covered by hand raking.
1 / - 2"
FL/-
LATER
BARI
SIDE
REM
LOW SEA!
WATER Ti
2' -3' LIVE CUTTING (DORM
,V\N MUST CO
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BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1- 800 - 6324949
BUTT END
LIVE STAKE DETAIL
N TS
INSTALL WOVEN COIR FIBER MAT
OVER SEED OR SOD
GROUND
SURFACE
ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
INSTALL SPLIT 2" X 12"
DEAD STOUT STAKES PER SPECIFICATIONS
PER MANUFACTURERS REQUIREMENTS
(IF FIBER MAT USED)
LIVE STAKE (IN EARTH
PROGRESS SET
NOT FOR CONSTRUCTION
NOTE:
IF USING WOVEN COIR
FIBER MAT, INSTALL
LONG STRAW MULCH
BENEATH MAT.
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