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WALKS: ABAND ............................ABANDONED NTS..........................NOT TO SCALE Pro osed Pro ert Line - DRIVEWAYS AND S DE p p Y - - - - - ~,~a~
A.D.....° ...........................ALGEBRAIC DIFFERENCE 0/H..........................OVER HEAD _
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION ASPH ASPHALT OC............................ON CENTER Existing Property Line - - JOINT. MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY: APPROX ..........................APPROXIMATELY PAVT........................PAVEMENT
PC ............................POINT OF CURVATURE 1Vlaintained as Line - B/C .................................BACK OF CURB C`al
o T ONCRETE 3600 PSI . BIT ...................................BITUMINOUS PERM........................PERMANENT ° ° ° CONCRETE -SIX INCH PORTLAND CEMEN C ( ) Existin Structures ~ ~ ~ ~ r -
PG ............................PAGE g - - - o _ BM BENCH MARK - ASPHALT (COMMERCIAL) TWO INCH SF9.56 COURSE AND FOUR INCH 119.OB N BRG .................................BEARING PI..........................,..POINT OF INT
y INTERMEDIATE COURSE. Railroad Tracks - d
CB CATCH BASIN PK............................PK NAIL SET ° RESIDENTIAL TWO INCH SF9.5B COURSE AND FOUR INCH AGGREGATE ° ( ) PP ............................POWER POLE N C&G .............................CURB AND GUTTER
Q BASE COURSE (ABC) PROP ........................PROPOSED Proposed Edge of Pavement CL ...................................CLEARANCE
0 o GRAVEL -SIX INCH INCIDENTAL STONE C L FENCE .....................CHAIN LINK FENCE PSE........................,.PERM SW ESMT .s. c
° / Fence ` .........CORRUGATED MTL PIPE PT ............................POINT OF TANGENCY .°.......°...°°....°°°°°.<°<°°<°..°°.°......>°...°..°......°.... ° CMP x ~~o
T SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS, CONC ..............................CONCRETE PVT.................,.........POINT OF VERT INT . C F ~ ~ ~NM
PER CITY 1 . PUE ..........................PERM UTILITY ESMT Slope Stake Line c £ STD. N0. 0 22. CONST ............................CONSTRUC110N O ~ ~ 7
Y DB.. ..DEED BOOK r ...............................RADIUS ° DRAINAGE STRUCTURES: Temporary Construction Easement°°°.°......°. 2 ~ ~•I~•~av
DCB ................................DOUBLE CB RT......................,.....RIGHT GRADES, ELEVATIONS. AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE DI ....................................DROP INLET RCP..........................REINFORCED CONC . .
PIPE RELOC .............RELOCATE S~dewalk/Utihty Easement ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, DIA ..................................DIAMETER SUE ~ Q Z ~ ~ w
OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND ~1NC110N DW ..................................DRIVEWAY R/W..........................RIGHT OF WAY Storm Drainage Easement soE ,lf a C Z ®o~
BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. ALL PIPES SHALL BE RCP CLASS DIM .................................DIMENSION S...............................SOUTH SDE SDE ~ ~ ~ W ~ ~ ~ ~ ~W~ZM
IV, UNLESS OTHERWISE NOTED. E EAST FASTING SD...........,................STORM DRAIN / Existing Gas Lane c G G ~ ~ ~
EA ...................................EACH SF............................SQUARE FOOT
N WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1 ELEV ................................ELEVATION S/R FENCE...............SPLIT RAIL FENCE Existin Water Line w g WEEPHOLE PER STRUCTURE. WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OF FOP .................................EDGE OF PAVEMENT SS...........................,SANITARY SEWER W W =U~~o
STRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER ESMT ...............................EASEMENT STA..........................STATION Existin Sanitar Sewer ss SS SS Z N ~ q
g Y ~ o a
o FABRIC AND FILLED W/~78 STONE. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK. EXIST ...................>...........EXISTING STD......................,...STANDARD SW ............................SIDEWALK F/C .................................FACE OF CURB Existing Underground Telecommunications I!S
N UTILITIES: TAN ..........................TANGENT Q FES .................................FLARED END SECTION
FH ...................................FIRE HYDRANT TCE...........................TEMP CONST ESMT Existing Underground Electric UE
° UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY.. ~E CITY WILL NOT BE HELD FOC .................................FIBER OPTIC CABLE TEMP........................TEMPORARY a RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS. SIZES DEPTHS. OR FQR TP. ...TRAVERSE POINT
GV ...................................GAS VALVE Existing Storm Drainage _ _ _ _ COMPLETENESS OF U1LITY INFORMATION. HORIZ ..............................HORIZONTAL T/W..........................TEST WIRE
° E INT ..................................INTERSECTION TYP............,.............TYPICAL Proposed Storm Drainage
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY INV ..................................INVERT U/G..........................UNDER GROUND
OWNERS, THE CITY UTILITY COORDINATOR AND CITY INSPECTOR WHOSE FACILITIES WILL BE IP ....................................IRON PIN SET VC............................VERTICAL CURVE Existing Tree
N ~ AFFECTED TO DETERMINE UTILITY LOCATIONS AND ALLOW FOR THE APPROPRIATE OVERSIGHT. L ......................................LENGTH VERT.........................VERTICAL WM
~ a THE CONTRACTOR SHALL PROTECT ALL U1LITIES FROM DAMAGE CAUSED BY HIS OPERATIONS LF ....................................LINEAR FO W..............................WEST Existin Water Meter o ° g - OTAGE ~ o OR THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR ANY LT ....................................LEFT W/............................WITH
o THIRD-PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS Ib ....................................POUND WM...........................WATER METER Existing Water Valve WV D4
o AGENTS, ANY DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL RESPONSIBILITY. LP ...................................LIGHT POLE o W VAULT ..................WATER VAULT ° , GV
MAX .................................MAXIMUM WV...........................WATER VALVE Ex~shng Gas Valve D4
N AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER MIN ..................................MINIMUM 60 ..........................SIX1Y PENNY NAIL SET ° P
LINES ONLY, ALL OTHER ADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE VARIOUS MONO ..............................MONOLITHIC '.°,,,,,,..,..,.................FOOT Existing Sanitary Sewer Manhole o
° U1LITY OWNERS. THE CONTRACTOR SHALL COORDINATE AND PROVIDING AGREED SCHEDULES mph.> ..............................MILES PER HOUR INCH ........................o -
~ TO THE CITY INSPECTOR AND CITY UTILITY COORDINATOR TO WORK WITH UTILITY OWNERS SO MTL .................................METAL Proposed Sanitary Sewer Manhole a ~ .3 AS NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE. THE CITY WILL NOT BE HELD N .....................................NORTH/NORTHING .
....................•......•........•.........o
o RESPONSIBLE FOR ANY DELAYS OR DISRUP110NS TO THE WORK SCHEDULE OF OTHER U11LITY Ex~stang Storm Drain Manhole y OWNERS. .3
Proposed Storm Drain Manhole
a ~ * FOR UTILITY LOCATES CALL NORTH CAROLINA ONE-CALL ®1-800-632-4949. N ~
° Existing Telephone Manhole N ~ * FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE-CALL CONTACT o
~ y PROJECT MANAGER & UTILITY COORDINATOR. Propose a ep one an o e o
o
° THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER Existing Electric Manhole
o VAULTS TO FINISHED GRADE WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAY °
~ SHALL BE INSTALLED WITHIN CONCRETE BOXES. Proposed lectrac an o e ` .......................................•...•.o
o ° a ....•....•.........•..•...•.....•..•.........e
z S J S LOC VE 0 D Existing Catch Basin a
~ A REPRESENTATIVE OF PIEDMONT NATURAL GAS MUST BE PRESENT JUST PRIOR TO AND ~ DURING CONSTRUC110N NEAR EXISTING GAS LINES THE CONTRACTOR SHALL CONTACT Proposed Catch Basin
~ ~ PIEDMONT NATURAL GAS AT LEAST TWO WEEKS PRIOR TO CONSIRUC110N. GREED
~ 0 G LI L 0 C E Existing Light Pole
~ ~ NATURAL GAS AND CONTRACTOR. ~ Proposed Light Pole
°
~ a ALL CONTRACTORS WORKING ON CMUD PROJECTS ARE REQUIRED TO OWN A COPY OF THE ° Existing Utility Pole
a DESIGN MANUAL AND SHALL KEEP A COPY ON THE JOB SITE AT ALL TIMES. a
Guy Wire 3 CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISING UTILITIES PRIOR TO
CONSTRUC110N.
~ r Proposed Utility Pole 3
o EXISTING SANITARY SEWER AND WATER LINE: Iron Pin o
~ ~ THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER i ~ Existing Fire Hydrant LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL o
~ ~ IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE WITH DUCTILE IRON PIPE. THE CONTRACTOR
i N Proposed Fire Hydrant ° ? ~ ~ r
a SHALL REPLACE SANITARY SEWER AND/OR WATER LINE, WITH A MINIMUM TEN FOOT SECTION a OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WI1111N TWO FEET OF SAID LINES, ......•........<...........< E- 3 A N r,~
o Existing Drop Inlet°...°..°....°°...°°°....°°.........°.°.°...°.°......<...... ~ VERIICALLY OR HORIZONTALLY. 2 ~ ~ w 0 A
a Proposed Drop Inlet..°....°°°....°..°°.°°...°.°°.° N NQ U ~O
s SUBSURFACE PLANS:
L Accessible Ramp ~o WCR
~w W
~ ~ NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHALL MAKE Tree Protection G.
~ ° HIS OWN I VESIIGATION TO DETERMINE SUBSURFACE CONDITIONS. N ~ Proposed Guardrail A~
o r~ U
MAIL BOXES: i ° Silt Fence p) A ~
a ~ THE CONTRACTOR SHALL RELOCATE ALL MAIL. BOXES AS REQUIRED BY SEC110N 107-12 OF THE L Proposed Curb ~ Gutter, Conc. Drive, Sidewalk idewalk M ~ ~ ~ 3 0
~ ~ NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH
o THE U.S. POSTAL SERVICE. ~ ~ Proposed Asphalt Pavement ~ ~ a ~ a P
°
3 ~ Pro osed Ri Ra Ditch FENCES AND SIGNS. p p p C L
L V L THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR AS o
° D TH GI R. Proposed ravel.°.°........°°®°>.>.°....°....°°® ° IRECTED BY E EN NEE
° ~ Proposed Pavement Removal
TREES SHRUBS AND HEDGES: '
THE CONTRACTOR IS REQUIRED TO NOT REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE Proposed Sidewalk Bridging Tree Roots v a<...........•..•,... _ 1
= EASEMENT LINES WITHOUT WRITTEN APPROVAL FROM .THE ENGINEER THE CONTRACTOR r 1 ~I
N SHALL ALSO PROTECT TREES AND SHRUBS OUTSIDE OF CUT FILL LINES IN ADDITION TO ~ ° /
o a THOSE THAT RECEIVE TREES/SHRUB PROTECITON BARRIERS. WHEN ROOT PRUNING IS
NECESSARY,. CUT ROOTS CLEANLY USING A DISC TRENCHER IN ACCORDANCE WITH SEC110N
~ 01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSIRUC110N STANDARDS. PRUNING SHALL Mmd
o ~ BE PER THE LATEST STANDARD OF THE LANDSCAPE CONSTRUC110N STANDARDS MANUAL (TYP.) USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB &
W ~ GUTTER OR SIDEWALK. USE CLD STD. 40.11 FOR BRIDGING TREE ROOTS. TREES SPECIFIED BY G~` p~ MUST CAN W ~
i o THE PLANS TO HAVE ASPHALT CURBING MUST USE CLD STD. 40.13. TREE PROTEC110N SHALL v~~ LI TY A FD
BE IN ACCORDANCE WITH CLD STD. 40.02. WHEN THE TREE IS CLOSE TO THE WORK AREA _ °
j ~ TREE PROlEC110N CLD STD. 40.12 SHALL BE USED. L
° TRAFFIC CONTROL. ~ B e @' ~ ° J (r Z -3
S - ®g SEAL < --i w I
m TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST NCDOT STANDARDS AND CDOT ~ o _ m ~ 035665 ~ Z ~ m ~
o WATCH. HANDBOOK. 0
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° JIUt- Z:) LUrtZ:): .,S .oeessae° aa.
a LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD <aaaaa CL
N DRAWINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED A 3:1 HORIZONTAL TO VERTICAL o ~ ) BEFORE YOU DIG!
CUT SLOPE OF 2:1 MAXIMUM WILL BE USED ONLY UNLESS DESIGNATED BY THE ENGINEER. A CONTACT ALL, C x o
AS DIRECTED BY THE ENGINEER. 1-800-632-4949 c

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N o BASE WIDTH
(SEE RIFFLE TYP. HEADER ROCK, TYP. 0 N CROSS SECTION) SEE PLAN FOR HEAD OF SEE PROFILE FOR ELEVATION RIFFLE
TOP OF TOP OF A BACKFILL W/ 1.0' DEEP WELL MIXED U
N NWOVEN GEOTEXTILE FABRIC, TYP. F~? ELEVATION BANK o A BANK 3 WELL GRADED MIX OF GRADATION OF 2"-12" RIP RAP, #57 0 2"-12" RIP RAP AND ~'f ~ ~ TOE STONE AND NATURAL COBBLE MA ERIAL.
~ NATURAL CHANNEL NONWOVEN GEOTEXTILE TO BE USED ~j ~ MATERIAL BETWEEN BOULDERS AND BACKFILL ~t ~ a
WELL GRADED MIX OF NATURAL CHANNEL j~E~~/ RIFF~e ~ o~°N°
~ 2 -12' RIP RAP, #57 ~ ~ r Y STONE AND NATURAL MATERIAL 1.0 MIN. ° ~ °
~ CHANNEL MATERIAL WELL GRADED MIX OF ~ BED
m ~ 2"-12" RIP RAP, 57 ~ ~ EXCAVATED POOL ~ ~®~~sa NONWOVEN ~ ~ ~ ~ U ~
o Y p ~ STONE AND NATU AL 2' MIN. ~ = ¢ ~ z CHANNEL MATERIAL °o 0°08 0 0 °O GEOTEXTILE
m a RIP RAP goo go °~00~~0 ~~0 00 FABRIC ~ ~ ~ ~ ~
m PROTECTION go o~ •3 B B o ° ~oC~o° ° O ~ RIFFLE B ~ ~ W ~ Z M
EXCAVATED TRENCH QQo ~aQQ Cho d'~o Sao 8 SECT A- ~ ~ ~
~ u o~ U FOR ROCK CROSS ROCK GRADE CONTROL o 0 ~op•Oo$o0°00~° 000 ~ p~®®o
PO L VANE CONSTRUCTION NONWOVEN GEOTEXTILE FABRIC, TYP. SEE SEPARATE DETAIL U ~U~~ °g ova o aoa o 8 WRAP RIPRAP UP TOE ~Z
FOR ROCK CROSS VANE oa o~oc SECTION A°A oa ~ g~ °o o~°o~~po~ p° o° OF BANK 0.6' TO 0.8' N ~ o
POOL EXCAVATED PER o~ s DIRECTION OF ENGINEER o ° COIR FIBER ~ ~
° ° ~ MATTING (TYP} °
a p° p0
A BANKFULL 0 0
° ~p M~0° 0 C~
PLA VIE A 111
2% TO 4% SLOPE TOE OF SLOPE i
Y -^~--p- FLOW EC~1 S-S
NOTES: PLO N o 1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE PLAN VIEW -
~ .o VANE ARM 11ES INTO 1 2 BANKFULL. I
0 0 2. DO NOT EXCAVATE P00 T00 CLOSE TO FOOTER BOULDERS. WELL GRADED MIX OF ~ 0 3. VOID SPACES BETWEEN BOULDERS SHALL BE PLUGGED WITH 2"-12" RIP RAP, 57 NONWOVEN BED I~
a APPROPRIATE SIZED STONE. STONE AND NATO AL
a o 4. COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE CHANNEL MATERIAL 2' MIN, GEOTEXTILE ~ ~ DIREC110N OF THE ENGINEER. ~ FABRIC, TYP,
s 5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH. o
~ N •L
° SEC110N S-
®NSTRUCTE® IFFL I
~3 NOT TO SCALE
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a 99 18 FLOODPLAIN/ 18" (TYP EXISTING MATTING ~ n
COIR FIBER 3 ~ MATTING BACKFILI GROUND IN TRENCH ANCHOR TRENCH eo
~ o BACKFILL ON 1' CENTERS
07 ~ N ANCHOR OVERLAP
~ ~ ANCHORS ON 0 3 CENTERS ON 1' CENTERS
EXISTING GROUND 0 0
N ~ TIE TO EXISTING GROUND. a e m ¦ ¦ ¦ ¦ ¦ ¦ ¦ a s ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦
Q a ~ o EXISTING GROUND CUT LINE TO ACT AS PRIMARY
3 SEE PLAN SHEET HORIZONTAL CONTROL POINT 6" MIN
~ FOR CHANNEL ,5;~ AND SHOULD BE HELD TO THE CHANGE LOCATION ~ HORIZONTAL LOCATION SHOWN ANCHORS ON
~ ~ BANKFULL IN PLAN VIEW. 1' CENTERS
DEPTH SEE PROPOSED GROUND o ( IN TRENCH DIRECTION
TYPICAL .U - MATT SECTION) _ OF FLOW MATTING SHALL BE -m
PLAC PLACED IN TRENCH
Q ~ AND c ~ AF AND BACKFILLED
° a p EXTEND MATTING BELOW T ~ o TY STREAM BED ATTING BELOW TOE OF ¦ 0 y, r
L ~ ~ BANKFULL BENCH SLOPE AND KEY INTO STR p a MIN. 6" KEY INTO STREAMBED o~ ~w
~ w FILL GAPS BETWEEN BOULDERS ANCHORS ON ~IV Q ~ ~ ~ ~ ~
~ a WITH GRADATION OF 2"-12" ' 6 OVER~A`r ICJ ~ ~ p
L RIP RAP, #57 STONE AND ICAL CROSS SECTI( ~ s PROPOSED GROUND ,e NATURAL BED FINES. BOSS SECTI 3 CENTERS ~
~ F
FILL B/W ROCKS AND 8-10 MEAN DIAMETER ROCK. PLACE PLAN VIEW a w
~ o PLACE FOOTER ROCKS FILTER FABRIC WITH LARGER ROCK AS FOOTER ROCKS ( PLACE FOOTER ROCK COURSE AGGREGATE
FOOTER ROCKS BELOW BOTTOM ELEVATION BELOW INVERT OF NOTES: A
~ OF CHANNEL . o ~ ~ CHANNEL NONWOVEN 1. IN AREAS TO 8E MATTED, ALL SEEDING, SOIL ~ } AMENDMENTS, AND SOIL PREPARATION MUST BE ~ ~
j 'N GEOTEXTILE FABRIC 1" x 1" (nominal) WOODEN STAKE ~I COMPLETED IN ACCORDANCE WITH THE PROJECT p ~
'a ~ U ~ L 99 E SPECIFICATIONS PRIOR TO PLACEMENT OF COIR o O A A 1 " FIBER MATTING. ~ o
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D D D D SE UEN( SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA ~ ~ ~ N M
.Ul~~® coo ~ ~v
o ~ ~ 1. INSTAL 1. INSTALL SPECIAL STILLING BASIN(S) AND ENERGY DISSIPATOR FOR ~
A n ~ A ~D D HOSE HOSE/PIPE OUTLET. ~ ~ 0 ~ ~ ~ ~ ~
a o ° PUMP 2. INSTAL 2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE. ~ <C ~ ~ ~
AROUND " GRADATION OF
s HOSE N 8"-12" RIP RAP PLACE 3. a ~ Z 3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING y ccs ~ R~ M
~3 ° OPERA OPERATIONS FOR STREAM DIVERSION. a ®a o ~ o
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~ lI N 4. 4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS. ~ U
U DEWA~ DEWATER ENTRAPPED AREA. AREA TO BE DEWATERED SHALL BE ~ ~ a
~ D ° EQUAL EQUAL TO ONE DAY'S WORK. ~ N U
° 1 SPECIAL STILLING BASIN ~U
N ° UTILIZE A STABILIZED OUTLET N Q 2 5. 5. PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLANS. ~
INSTEAD OF A SPECIAL STILLING 0 BASIN IF PUMPING CLEAN WATER.
PLAN 6. EXCA~ 6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL
o (SEE NOTES) SPECIAL STILLING OF IMI OF IMPERVIOUS DIKES, REMOVE IMPERVIOUS DIKES, PUMPS, AND
° PUMP TEMPC TEMPORARY FLEXIBLE HOSE. (DOWNSTREAM IMPERVIOUS DIKES FIRST). I
~ AROUND " Y IMPERVIOUS DIKE
.a ~ HOSE 0 7. PUMP 7. PUMP AROUND AREA TO BE STABILIZED WITH MATTING AT THE END J i
~ o OF EA a s D D D D a DEWATERING PUMP ON TI- OF EACH WORK DAY. THE IMPERVIOUS DIKE LOCATIONS AS SHOWN
~ ~ ° FOR E ON THIS SHEET ONLY SHOW THE UPPER AND LOWER EXTENT OF WORK ~ :y FOR EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR
° ° " DETER DETERMINING THE LOCATION OF THE IMPERVIOUS DIKE(S) FOR EACH
~ D D D 0 D ~ ~ DAY'S DAY'S WORK, ALL GRADING MUST BE STABILIZED AT THE END OF j
0 THE D THE DAY. i
0 N .o EXISTI
a ~ STREAM 8. REM01 8. REMOVE SPECIAL STILLING BASIN(S) AND BACKFILL. STABILIZE
~ CHANNEL DISTUF DISTURBED AREA WITH SEED AND MULCH. J
~ FILTER FABRIC
o ° N r SEC11®N A-A JI
° ~I
U TEMPORARY FLEXIBLE HOSE NOTES ~ O NOTES
I I E L 1) ALL E'. 1) ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED
SECTi~ SECTIONS OF CHANNEL.
° I L N
° NOT TO SCALE 2) IMPER N o 2) IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM c
STREW 0 L STREAM FLOW WHEN NECESSARY. w= _ ,
N a ~ ° GRADE GRADED STREAM BANKS SHALL BE STABILIZED, WITH MATTING,
a ~ PRIOR PRIOR TO PREDICTED RAIN FALL EVENTS, UNLESS ALL RAIN
~ FLOW EVENT EVENT FLOW CAN BE PUMPED AROUND FOR PREDICTED EVENT. e~
3 0 0 4) MAINT 4) MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL
3 TO TF Q N TO THE WORK. THIS INCLUDES POLYETHYLENE a
o ~ EDGE OF SHEE~ SHEETING, DIVERSION PIPES, PUMPS AND HOSES.
~ FLOODPLAIN
0 0 5~) PUMP, cv 5~) PUMPS AND HOSES SHALL BE OF SUFFICICIENT SIZE TO DEWATER ~ ~ THE WORK AREA
a THE W
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~ SPECIAL STILLING BASIN
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3 EXISTING TERRAIN o
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15.0 - 20.0 FT. IMPERVIOUS I ~ ° ~ a IMPERVIOUS DIKE Q ~ ~ ~ ~ A U p
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~ ~ 8.0 IN. #57 STONE a w
a ~ a ° FILTER FABRIC STREAM BANK 6
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CIAL TILLI I ~ N PUMP-AROUND PUMP n° ~ ~ ~a
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NOTES:
CONTRACTOR TO RELOCATE LANDSCAPE TREES `j
f~rr~. d~j I AND SHRUBS REMOVED FOR CONSTRUCTS A
_ ~ ~r ~ ~ a
o 1 DIRECTED Y TFf E MEO VI/NER.

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Y . PROTECTION TYP ~ Q 0
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~ ~1 ( ~ ~ ~~~4 ~ . , , ~ ~ D0 NOT DI a ~z NOT DISTURB ~ '
~ ~ 7 cU~ZM
~ ~ ~ EXISTING E O (ISTING BRIDGE a ®a o
N ~ ,8 ~ ~ ~ . c~~~ s t~ ~ HANDWORK ~NDWORK EXISTING = U
~ ~ ~ ~ R i P RAP _ ~ j ~ 1 0 P RAP ~~~~tl
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ROCK GRADE CONTROL
~G~~ ~ r ~ f a ~ ~ . ~ ``ti. ~ (TYP~
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° 100 LF BLACK PERFORATED PLASTIC PIPE ~ ~._q ~4~, ~ .w ~ ~ ~r . ;~T
~ ~ ~ ~ - FOR DRAINAGE ~ ~c~ ~ ~ .3 4 ~
~ ~ ~ a ~ ~ "
N ~ E-G DE EXISTI ~ SWALE / 3 R. /
N ~ ~ ~fh~~ ~ TO EIS REP TIVE DRAINAGE E ~ ~yy~ J~ e
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_
PER KENT SEEDING SCIFICATINS LIVE STA S
1. General: 1. General:
Y VG I - I TI
Permanent seedin will be used m combination with wood lantm s on the u -slo e side g YP g p p le Live stakes are to be installed on exposed stream banks to bankfull elevation of the designed stream.
of the ri arian areas and down to the normal water surface elevation. Permanent seedin The Planting Supervisor reserves the right to reject any stakes that do not meet the above
p g C®M®M NA TAICAL PERCENTAGE PACING
will occur in con'unction with tem ora seedin where a liable. This mixture will also J p rY g pp so mentioned criteria. The Contractor shall replace rejected work at no additional cost to the owner.
SILKY WILLOW SALIX SERICEA 50 RANDOM be used in an terrestrial areas not inundated ri arian areas that have been disturbed b Y p Y
SILKY DOGWOOD CORNUS AMOMUM 50 RANDOM construction° deli nated as wetland and/or r1 arian enhancement• or as directed b Plantin ing 2. Materials:
9 g P 9 Y g
LIVE STAKE8 ARE 112' TO 2° IN D ETER AND 1'-3' IN LENGTH Su ervisor. ° P
0 N N • Live stakes are to be dormant (cut fall or winter) and gathered locally or purchased from
a commercial supplier. ~
2. Materials: °
• Stakes must be freshly cut with side branches removed, but with bark intact (ensure that the bark is ~ o 0
° TEMPORARY SEED MIX 40 LB ACRE . T A ri arian seed mix at the rate of 10 lbs er acre shall be used for seedin .The table labeled elect not stripped during the cutting, preparation, or installation of the. stake . ~ N M
p p g Y ri arian seed mix lists an herbaceous, ermanent seed mixture.
o p p PERCENTAGE SCIENTIFIC NAME •Cuttings are to be collected using a saw (not an ax). ~ o w ~
COMMON NAME bo ~ ~z~~
° 3. Pre aration: 3. Preparation: ~ Q w ~ v
- p = RYE GRAIN SECALE CERALE 5O 5O ZONE A AND B 0
LOLIUM MULTIFLORUM 3 ANNUAL RYE GRASS ~ OO ZONE C a ~~o~~ o,
On sites where e ui ment can be o erated safe/ the seedbed shall be ade uatel loosened. q p p Y9 q Y ed. • One end must be cut at an angle for insertion into the soil and the other end must be cut square for ~ ~ ~ ~ ~ M
Diskin ma be needed in areas where soil is coin acted. Stee banks m re uire tamping. ~ ~ o r
g Y p p Y q N
c rou henin either b hand scarf in orb e ui ment de endin on site conditions. - g g~ Y g Y q p ~ p g •Cuttings must be kept fresh and moist prior to installation. ~ ~ g o
N Plantin Su ervisor will determine condition needs onsite. If seedin is done immediate/ g p g Y 0 ly •Cuttings must be prepared from 0.5 to 2-inch diameter stock and approximately 2 to 3 feet m ~ ~ a
° f 11 'n n t r uired exce t on coin acted length. Y
N _ o owi construction, seedbed re aration ma o be e p , PERMANENT SEEDING RIPARIAN SEED MIX g p p Y q p a
olished or fresh/ cut areas. If ermanent seedin is erformed in con'unction with = p Y p g p J
° ZONES A AND B o tem ora seedin ,seedbed re aration onl needs to be executed once. p rY g p p Y 4. Installation:
N~
NA E BOTANICAL NAME PERCE TAGS COMMO M o~
Y 4. Installation: • Install stakes the same day they are prepared.
SWAMP SUNFLOWER HELIANTHUS ANGUSTIFOLIUS 5 ~ ° • Start the installation nearest to the stream and work up the banklfloodplain.
w 40 SWITCHGRASS PANICUM VIRCATUM =1
a This mixture shall be /anted in late fall in combination with wood /ant installations ° p Yp •Cuttings must be installed right side up with the buds pointing upward. ' , J
~ o VIRGINIA WILD RYE ELYMUS VIRCINICUS 15 and when racticable with the tem ora seedin . Seedm should be done event p ~ p rY ~ g Y •Cuttings should be tamped into the ground at right angles to the slope and angled downstream. J
° IRONWEED VERNONIA NOVEBORACENSIS 10 = over the area usm a mechanical or hand seeder. A dra should be used to cover •They are to be tamped into the ground for approximately 4/5 of their length.
~o g g o RIVER OATS CHASMANTHIUM LATIFOLIUM 10
N the seed with no more than 1/z inch of soils. Where a dra cannot safe/ be utilized, ~ g Y •Cuttings that split or become "mushroomed" must be replaced.
DEERTONGUE PANICUM CLANDESTIUM 10 the seed should be covered b hand skin . ° Y g •Stakes should be installed in a random configuration to prevent gullies and promote a more natural
SOFT RUSH JUNCUS EFFUSUS 10 effect in the re-vegetated area. p
o - ii J
N .3 APPLICAl10N RATE 10 LBS/ACRE J
N .oc 3
C i
~ ~ ~ ~
= PERMANENT SEEDING NON-RIPARIAN SEED MIX U 0 V S 1tUB AND T E S T
s ZONE C 1. General:

P RC A BOTANICAL NAME E ENT GE COMMO NAME
Existing site vegetation maybe used to augment plantings. Transplants may only be taken from ~
~ TALL FESCUE FESTUCA ARUNDINACEA 75 ~ 2" _ z" ~ ~ / disturbed areas.
~ HARD FESCUE FESTUCA BREI/IPILA 20
a FLAT TOP END
~ KENTUCKY BLUEGRASS POA PRA TENSIS 5 2. Materials: ~ °
-30 APPLICAl10N RATE 200 LBS/ACRE ~ ~ GROUND
SURFACE
~ N LATERAL BUD 1 p 0 Vegetation to be transplanted will be identified by the Planting Supervisor. Shrub and trees less
~ _ than 3 inches in diameter shall be salvaged onsite in areas designated for construction, access areas,
~ a m and other sites that will necessarily be disturbed.
0 a U o BARK RIDGE ~ .
3 ~ I ~
i s SIDE BRANCH ~ 3. Preparation:
s REMOVED iv a ~ II
° ~ J
~ e II d Transplanted vegetation shall carefully be excavated with root balls and surrounding sail remaining
U intact. Care shall be given not to rip limbs or bark from the shrub and tree transplants.
Q C U °
O a o r
i ~ a O 4. Installation: 0 3 A N ~
U LOW SEASONAL Z ~ ~ U 0 A
~ ~ WATER TABLE ~ a ~ N Vegetation should be transplanted immediately, if possible. Otherwise, transplanted vegetation Q ~ o
s ZONE 8 ZONE A ZONE A ZONE C 45° TAPER
~ ~ BUTT END shall be carefully transported to designated stockpile areas and heeled-in in constantly moist soil or
BANKFULL STREAM STREAM sawdust in an acceptable manner appropriate to weather or seasonal conditions. The solidity of the
BENCH BANK BANK YARD e I T IL
NTS M v plants shall be carefully preserved. A
O ~ LEGEND U
~ N INSTALL WOVEN COIR FIBER MAT Installation of shrub and tree transplants shall be located in designated areas along the stream bank S z o A ~ Q
~o ~ OVER SEED OR SOD
Q ~ LIVE STAKE ~ ESTABLISHED PLANT SHOWN above bankfull elevation or m floodplain restoration areas as directed by Planting Supervisor. In ~ o ~ a ~
BANKFULL ELEVATION CONTROL POINT FoR INFORMATION oNLY areas of compacted soils, the soil in the area of vegetation transplants shall be loosened to a depth of o ~ ~
o a~ at least 1 foot. Transplants shall be replanted to the same depth as they were originally growing.
3 E C OUTLINE ~ INSTALL SPLIT 2 X 12°
o DEAD STOUT STAKES PER SPECIFICATIONS o. . The planting trench or hole shall be deep and wide enough to permit the roots to spread out and
cn ° ~ PER MANUFACTURERS REQUIREMENTS N down without J-rooting. The plant stem shall remain upright. ~
~ (IF FIBER MAT USED) r~
co
s o Soil shall be re laced around the trans lanted ve etation and tam ed around the shrub or tree firml ~ p p g p Y ~ ~
° to eliminate air pockets. ~ ~
a N U Bkf H U ° ,
- a o N ~ ~
C m = ' o - Spacing of vegetation transplants will be determined onsite by the Planting Supervisor.
s= ~ c 2'-3' LIVE CUTTING DORMANT EXISTING ~ ~
o c ~ ) GROUND L °
~ ~ ~ pN MUST ~
w ~ NOTE: I o 3' IF USING WOVEN COIR LI TY p N,~
~ T1'p FIBER MAT, INSTALL
U LONG STRAW MULCH .3 BENEATH MAT.
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