20150491 Ver 1_Site Plan_20150521

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GENERAL NOTES
STRUCTURES INCLUDING STORM DRAIN PIPE, STORM STRUC�_RES, SEWER PIPE, AND RETAINING
WALLS SHALL HAVE A TOLERANCE OF ±O]O FEET. STRUCTURES INCLUDING RISERS, WE|RS,
AND ORIFICES, SHALL HAVE A TOLERANCE OF ±0.05 FEE[
STREAM IMPROVEMENT STRUCTURES SHALL HAVE A VERUCA_ TOLERANCE OF ±0]0 FEET.
AND A PLAN|METR|C TOLERANCE OF ±0.50 FEET.
SIDE SLOPES:
THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL UENC�S IN ACCORDANCE YYUH THE
APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CDN�RDL ORDINANCES, THE
CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CDNWSTRUCTlON. DISTURBED AREAS
SHALL BE SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER. THE CONTRACTOR
SHALL FOLLOW THE EROSION CONTROL MEASURES INCLUDED |N THIS PLAN SET,
THE CONTRACTOR SHALL CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE RAMPS AT
INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE RAMP DETAILS,
CONSTRUCTION PLANS &c NCOOT STANDARD DRAWINGS.
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/C_ CONCRETE SURFACES PRIOR
T0 REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENG|NEEp�. 5AVV CUT WIDTH SHALL BE
1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. I�AVV CUT PAVEMENT SHALL BE
REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED T0 TIE-IN TO FACE OF
PROPOSED CURB AND GUTTER.
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COOT HAS DETERMINED THAT NO PAVEMENT DEGRADATION E IS TO BE ASSESSED,
COOT AND E&PM HAVE AGREED ON THE STREET CUTS FOR �H|CH A PAVEMENT DEGRADATION
FEE IS REQUIRED, THE DEGRADATION FEE ASSESSMENT SH�LL BE PAID NA INTERNAL CITY
MECHANISMS (DTI) PRIOR TO CONSTRUCTION.
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MD��T CURRENT EDITION OF THE "WORK
AREA TRAFFIC CONTROL HANDBOOK" (WATCH).
EXISTING CONDITIONS TAKEN FROM GROUND SURVEY B, R.B. PHARR AND
ASSOCIATES DATED 1/28/2015,
ABANO.,--- .'..-'ABANDONED
-NOT TO SCALE
PROPOSED
HEAD
DIFFERENCE ASPH'.
CURB
ELEVATION$-
'-.APPRDX|MATELY
B/C,......... - �I
... OF CURB
BIT___ .... ......
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELFVA_�DNS AS NECESSARY TO
BM. _ '-_'_ .' .''..-'BENCH
MARK
ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTR`CTOR SHALL RETAIN
OF |NT
CB�- �'......
EXISTING PAVEMENT' UNLESS OTHERWISE NOTED.
C8cG .... ...... .--,-'CURB
AND GUTTER
CL_ .-'CLEARANCE
C/L
-'.--.-CHA|N
DRIVEWAYS AND SIDEWALKS.-
CMP_- .... ...........
-...CURRUCATED MTL
PIPE CDNC_- ... - ....
-CONCRETE
CONST'-.-- ...
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION
DB_--.-. '.''-_'-DEED
BOOK
JOINT. MATCH REPLACEMENT MATERIALS TO THE EXIST SURFACE ACCORDINGLY:
CB
Di-. '...
0 CONCRETE - SIX INCH PORTLAND CEMENT CONCRETE /3000 PS�
O(A-_- .... -''','D|AMETER
0 ASPHALT - (COMMERCIAL) TWO INCH SF9.5B COURSE AND FOU�: INCH Ug.OB
...... R|GHT OF WAY
0M,
INTERMEDIATE COURSE.
E'- -- ' ' ' ''
.EAST/EAST|NC
(RES|DENTAL) TWO INCH SF9.5B COURSE AND FOUF |NCH AGGREGATE
-.'EACH
ELEV ..' .. ' '
-'ELEVAUON
EOP.... _ __ ' ' ........EDGE
OF PAVEMENT
BASE (ABC) COURSE.
- 'EA3Ek4ENT
EXI ST_ ' ' - '
o GRAVEL - SIX INCH INCIDENTAL STONE
F/C� ...........
OF CURB
SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK A- DRIVEWAY CROSS|NGS,
ENO SECTION
FH'
PER CITY STD. NO. 10=�
FDC__ ....... -.--F|BER
OPTIC CABLE
C\( ' .--GAS
VALVE
HOR|Z'--- '-.'HOR|ZDNTAL
DRAINAGE STRUCTURES:
|NT__'__..........
-JNTER5[CUDN
|N\(_
INVERT
|P ...''..,IRON
GRADES' ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE, DIRECTED BY THE
L. ' -'..-'.
lENGTH
ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STAUONS,
.. ..,LINEAR FOOTAGE
LT'.. .....,.,...LEFT
OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION
|b..'
POUNO
BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. ALL P(--ES SHALL BE RCP CLASS
-'L|GHT POLE
MAX_ ..... _ . -..
U[ UNLESS OTHERWISE NOTED.
M|N'-_'_....... .......
.'. MINIMUM
WEEPHDLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1
...... MONOLITHIC
rnph
WEEPHOLE PER STRUCTURE. WEEPUDLFS ARE TO BE CDNSTRUCT[0 IN THE BOTTOM 113 OF
WTL_--_ ' ..,..,,..METAL
STRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE Bf A BAG MADE OF FILTER
FABRIC AND FILLED W/#78 STONE. THERE WILL BE NO SEPARATE :�AYNENT FOR THIS WORK
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UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY, CITY WILL NOT BE HELD
R-ESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR
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COMPLETENESS OF UTILITY INFORMATION..
PRIOR T0 CONSTRUCT|DN, THE CONTRA�TOR SHALL NOTIFY AND MEET WITH ALL UTILITY
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OWNERS, THE CITY UTILITY COORDINATOR AND CITY INSPECTOR VVH�5E FACILITIES WILL BE
AFFECTED TO DETERMINE UTILITY LOCATIONS, THE CONTRACTOR S-ALL PROTECT ALL UTILITIES
FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR
SHALL HOLD THE CITY HARMLESS FOR ANY THIRD-PARTY |NCONVE',iENCE CREATED BY WORK
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DF HIS OWN FORCES OR THAT OF HIS AGENTS ANY DAMAGES |NCL��RED SHALL BE THE
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CONTRACTORS FINANCIAL RESPONSIBILITY.
AS NEEOED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE 3ANCARY SEWER AND WATER
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LINES ONLY. ALL OTHER ADJUSTMENTS/RELOCATIONS WILL BE PEFFORMED BY THE VARIOUS
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UTILITY OWNERS. HE CONTRACTOR SHALL COORDINATE WORK WIT- UTILITY OWNERS SO As
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NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE. THE CITY V� -L NOT BE HELD
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RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS TO THE WORK SC-EDULF OF OTHER UTILITY
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OWNERS .
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0 FOR UTILITY LOCATES CALL NORTH CAROLINA ONE-CALL 4 1-;_�00-632-4849�
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0 FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CARDL|N/- ONE-CALL CONTACT
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PROJECT MANAGER 8c UTILITY COORDINATOR.
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THE CONTRACTOR SHALL ADJUST ALL WATER VALVES' WATER METEz; BOXES AND WATER
VAULTS TO FINISHED GRADE, WATER METERS LOCATED IN S|DEVVAL-3 OR CONCRETE DRIVEWAYS
m
SHALL BE INSTALLED WITHIN CONCRETE BOXES .
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GAS LINES WILL BE ADJUSTED/RELOCATED AS NEEDED BY P|EOk4ON_ NATURAL GAS. THE
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CONTRACTOR SHALL CONTACT PIEDMONT NATURAL GAS AT LEAST WEEKS PRIOR TO
CONSTRUCTION,
|
EXISTING SANITARY SEWER AND WATER
LINE:
THE CONTRACTOR SHALL USE CAR[ WHEN WORKING AROUND SAN|T-RY SEWERS AND WATER
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LINES, SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER DR W/­ER LINES, HE SHALL
IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE WITH DUCTILE |RCN PIPE. THE CONTRAC10R
[L |
SHALL REPLACE SANITARY SEWER AND/OR WATER LINE, WITH A M!", MUM TEN FOOT SECTION
OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO FIE-ET OF SAID L|NES,
VERTICALLY DR HDR|ZONTALLY,
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SUBSURFACE PLANS:
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NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. TH� TRACTOR MAY MAKE
HIS OWN INVESTIGATION TO DETERMINE SUBSURFACE CONDITIONS.
MAIL BOXES:
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THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED �Y SECTION 107-12 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, OORD|NATL THIS WORK WITH
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THE U.S. POSTAL SERVICE.
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THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED O'� THE PLANS AND/OR AS
DIRECTED BY THE ENGINEER.
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THE CONTRACTOR SHALL REMOVE TREES, SMRUBS, AND HEDGES WITHIN THE _,WITS OF DISTURBANCE
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UNLESS SHOWN ON THE PLANS TO BE PROTECTED AND THOSE THAT FALL N*­M|N THE TREE PROTECTION
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BARRIERS, THE CONTRACTOR SHALL ALSO PROTECT TREES AND SHRUBS OU-SIDE OF CUT/FILL LINES IN
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ADDITION TO THOSE THAT RECEIVE TREES/SHRUB PROTECTION BARRIERS. �A! EN ROOT PRUNING IS
NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER OR OTHER APPR��ED METHOD IN ACCORDANCE
3V:)
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WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTiO� STANDARDS. PRUNING
SHALL BE PER THE LATEST STANDARD OF THE LANDSCAPE CONSTRUCTION S-ANDARDS MANUAL (TYP)
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C�
CL
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USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CUR & CUTTER DR SIDEWALK.
USE CLD STD, 40.11 FOR BRIDGING TREE ROOTS, TREES SPECIFIED BY THE P--\N5 TO HAVE ASPHALT
CURBING MUST USE CLD STD. 40.13. TREE PROTECTION SHALL BE IN ACC0R0,\NCE WITH CLD STD. 40�02
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AND WITH SECTION 1000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUC-ON STANDARDS. WHEN !HE
TREE IS CLOSE TO THE WORK AREA TREE PROTECTION CLD STD. 40.12 SMALL BE USED.
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO REMOVING �,NY TREES, IN ADDITION,
ALL TREES LOCATED WITHIN THE LOD THAT ARE TO REMAIN AFTER CONSTRU�TION SHALL BE |NSPECTED
BE THE CITY TO VERIFY THEY ARE SUITABLE TO RE-MAIN.
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FOLLOWING CONSTRUCTION STAKING THE PROJECT TEAM (CONTRACTOR, CITY ',3PECTOR, CITY ARBOR|ST
AND CONSULTANT' IF APPL|CABLE) WILL HOLD AN ON-SITE MEETING TO EN5WRE THE LIMITS OF
DISTURBANCE AND THAT TREES PROPOSED FOR PROTECTION ARE CLEARLY IDENTIFIED. THE TEAM WILL
WALK THE PROJECT AREA AND AGREE ON THE TREES TO BE PROTECTED AN- THOSE TO REMOVE. DISCUSS
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PROPOSED CONSTRUCTION ACTIVlT|E5, AND IDENTIFY ANY ADDITIONAL TREES -O PROTECT THAT WERE NOT
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ORIGINALLY MARKED AS SUCH. THE CONTRACTOR WILL BE GIVEN APPROVAL -OR TREE REMOVAL, IN
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WRITING, AFTER APPROPRIATE TREE PROTECTION HAS BEEN INSTALLED AND EE-FORE ANY CLEARING OR
REMOVAL CAN BEGIN.
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THERE WILL BE NO ADDITIONAL PAYMENT FOR TREE PROTECTION INSTALLED l-�OUND ADDITIONAL TREES
IDENTIFIED FOR PROTECTION.
THE CONTRACTOR ASSUMES RESPONSIBILITY FOR "IN-KIND" REPLACEMENT OF TREES DAMAGED THAT HAVE
BEEN MARKED FOR PROTECTION OR NOT MARKED FOR REMOVAL, �
STRUCTURES INCLUDING STORM DRAIN PIPE, STORM STRUC�_RES, SEWER PIPE, AND RETAINING
WALLS SHALL HAVE A TOLERANCE OF ±O]O FEET. STRUCTURES INCLUDING RISERS, WE|RS,
AND ORIFICES, SHALL HAVE A TOLERANCE OF ±0.05 FEE[
STREAM IMPROVEMENT STRUCTURES SHALL HAVE A VERUCA_ TOLERANCE OF ±0]0 FEET.
AND A PLAN|METR|C TOLERANCE OF ±0.50 FEET.
SIDE SLOPES:
THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL UENC�S IN ACCORDANCE YYUH THE
APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CDN�RDL ORDINANCES, THE
CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CDNWSTRUCTlON. DISTURBED AREAS
SHALL BE SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER. THE CONTRACTOR
SHALL FOLLOW THE EROSION CONTROL MEASURES INCLUDED |N THIS PLAN SET,
THE CONTRACTOR SHALL CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE RAMPS AT
INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE RAMP DETAILS,
CONSTRUCTION PLANS &c NCOOT STANDARD DRAWINGS.
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/C_ CONCRETE SURFACES PRIOR
T0 REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENG|NEEp�. 5AVV CUT WIDTH SHALL BE
1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. I�AVV CUT PAVEMENT SHALL BE
REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED T0 TIE-IN TO FACE OF
PROPOSED CURB AND GUTTER.
Oil
COOT HAS DETERMINED THAT NO PAVEMENT DEGRADATION E IS TO BE ASSESSED,
COOT AND E&PM HAVE AGREED ON THE STREET CUTS FOR �H|CH A PAVEMENT DEGRADATION
FEE IS REQUIRED, THE DEGRADATION FEE ASSESSMENT SH�LL BE PAID NA INTERNAL CITY
MECHANISMS (DTI) PRIOR TO CONSTRUCTION.
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MD��T CURRENT EDITION OF THE "WORK
AREA TRAFFIC CONTROL HANDBOOK" (WATCH).
EXISTING CONDITIONS TAKEN FROM GROUND SURVEY B, R.B. PHARR AND
ASSOCIATES DATED 1/28/2015,
ABANO.,--- .'..-'ABANDONED
-NOT TO SCALE
A. D... --..... ....-�.ALGEBRA|C
HEAD
DIFFERENCE ASPH'.
,,.,,ASPHALT
APPROX.-..'.'. .'
'-.APPRDX|MATELY
B/C,......... - �I
... OF CURB
BIT___ .... ......
-_ '��B|TUM|NOUS
BM. _ '-_'_ .' .''..-'BENCH
MARK
BRG'.-'. .....
OF |NT
CB�- �'......
-.CATCH BASIN
C8cG .... ...... .--,-'CURB
AND GUTTER
CL_ .-'CLEARANCE
C/L
-'.--.-CHA|N
L|NK FENCE
CMP_- .... ...........
-...CURRUCATED MTL
PIPE CDNC_- ... - ....
-CONCRETE
CONST'-.-- ...
-'PERM UTILITY ESMT
DB_--.-. '.''-_'-DEED
BOOK
DCB_-_'_ ... ..,..,.....DOUBLE
CB
Di-. '...
.'DROP INLET
O(A-_- .... -''','D|AMETER
DVK_-............. .'.--'DR|VEVVAY
...... R|GHT OF WAY
0M,
-O|MENS|DN
E'- -- ' ' ' ''
.EAST/EAST|NC
EA_ ...... -... '
-.'EACH
ELEV ..' .. ' '
-'ELEVAUON
EOP.... _ __ ' ' ........EDGE
OF PAVEMENT
ESk1T' ' ' -
- 'EA3Ek4ENT
EXI ST_ ' ' - '
-'EX|STlNG
F/C� ...........
OF CURB
FES___' '.
ENO SECTION
FH'
HYDRANT
FDC__ ....... -.--F|BER
OPTIC CABLE
C\( ' .--GAS
VALVE
HOR|Z'--- '-.'HOR|ZDNTAL
WIRE
|NT__'__..........
-JNTER5[CUDN
|N\(_
INVERT
|P ...''..,IRON
PIN SET
L. ' -'..-'.
lENGTH
LF.
.. ..,LINEAR FOOTAGE
LT'.. .....,.,...LEFT
VNTH
|b..'
POUNO
LP . ''
-'L|GHT POLE
MAX_ ..... _ . -..
-MAX|MUM
M|N'-_'_....... .......
.'. MINIMUM
MONO.'..
...... MONOLITHIC
rnph
,....MILES PER HOUR
WTL_--_ ' ..,..,,..METAL
N., - .,..NORTH/NORTHING
NTS....
-NOT TO SCALE
D/H.-
HEAD
DC-'.-
..'ON CENTER
PAVT'.--.--
--.PAVEMFNT
PC .... ........ '....
......POINT OF CURVATURE
PERM. . ...... '
.... --P[RMAN[NT
PG ... ........... _-�-'PAGE
�1
PL_ ..... _.......-POINT
OF |NT
PK..--
NAIL SET
Pp,----_--
-- POYVERPOLE
PROP ... '.....
-.--PROPO5ED
PSE'.-.
--.'PERM 5VV ESk4T
PT--' ......
-yO|NT OF TANGENCY
P\4'-'
-.-.P0NT OF VERT |NT
PUF-''-.
-'PERM UTILITY ESMT
r-'.-.
RADIUS
RT--.' -.---.-R|GHT
RCP
-.RF|NFDRCED CONIC
PIPE RELOC---'...R[LOCATE
R/W'----­-
...... R|GHT OF WAY
S,
......... SOUTH
SD- ---'-
--.STORM DRAIN
SF.. -'.. '''--5()UARE
FOOT 5/R
FENCE .............
........ SPLIT RAIL FENCE
SS ......... ....
� ... -SANITARY SEWER
STA ........ .......
___ ... STATION
STD.-- --.-.5TANDARD
SVK.--.-.
........ SIDEWALK
TAN-- .... ........
-'TANGENT
TCE- ...... .......
.--.TLMP CONST ESMT
TEMP-'............
-'TEMPORARY
TP- .......
-.TRAVERSE POINT
T/VV ... ___ ... -.-',.]EST
WIRE
TYP ........ --�--'-TYP|CAL
U/G'. .-'.'.-UND[R
GROUND
VC-'_----.--.VERTICAL
CURVE
VLRL--.--.--.V[kTlCAL
---VVEST
VV/,
VNTH
VVM- ..........
'-WATER METER VV
VAULT- - �-.....
WATER VAULT
VVV'-� ... ........
-..'VVATER VALVE
60p.-
-£|XTY PENNY NAIL. SET
'
FOOT
"
|NCH
o���`�� ������q������
����mu�������������� MAP
NOT TO SCALE
Fe1nce..,......~.....~..,~.......,..~~~...............~....~.~.,~.....
Proposed Storm Drainage~~~~~.._.~..~~~...~~~~
IronPin......,.......~...........,........,...................~...~.~.........~~........~~......... 0
ExistingTree .......... ........,...........,.._~``~^~^~^~^~^~~~~~~~~~~~^ ~�`/
--6+
Existing Water Meter.,.............................~.......~.. .....~
VM
[]
ExistingWater Valve...............~........,.,....~.~.......~.. ~-~~C`<
WV
ExistingGas Valwe..............~.............................,....~....~,.,.~-..-.~~.~~.^..
CV
><
Existing Sa��itary��e��er��anhwle...,...~~..~..........................~.....,.....,..`-'
;4
|�rm��oseK���anitary Se�wer��anhole..........�.....~........~..........................~_'
�1
ExistingStorm Drain Manhole .............................................................. \�/
ProposedStorm Drain Manhole ....~.~~~._..^.^..~....~~....~~~~~~~~.,~~~~^.~.~~.~~~���
SiltFence .....................................................................................
Existing Telephone Manhole .................................................................
(//
Proposed Telephone Manhole ,,,~,,,,~,~.~,,~,~~~~,,~~,,~._,..~....,....,~,~,~.,,~,~,,,\//
Proposed Asphalt Pavement ........................................................ �������
Existing Electric Manhole ,,~~,,,~,.,,~~,~~,.~~,..,,~,,,,,,,~,~,..,~~~,,,,,,~~,.~.,..~~~,,,~\�/
Proposed Rip Rap Ditch ..............................................................
Proposed Electric Manhole ...................................................................
\�/
Existing Catch Basin ..............................................................................
`--�
Proposed Catch Basin ............................................................................
���
ExistingLight P0le.............,....................~...............~...~...~~.~..............
Proposed Sidewalk Bridging Tree Roots ....~~.................~........
Proposed Light Pole ................................................................................ ��
Existing Utility Pole ,,,~,,,,~,~,,,.,,,,,~,~,,,,-_~~~~,,~,~,~,.,...,..,,,~~~~.~,,~,,~~,,,~,,,~7a
ProposedUtility Pole .............................................................................. ��
IronPin......,.......~...........,........,...................~...~.~.........~~........~~......... 0
ExistingFire Hydrant ............................................................................
--6+
ProposedFire Hydrant ..........................................................................
*
ExistingDrop I0le|�..............................~...........,......�~~�~~~..�............`--�
��
ProposedDrop Inlet ................................................................................
Accessible Ramp ...................................................................................
`���^
Tree Protection ............................................................................
ProposedGuardrail ...................................................................
SiltFence .....................................................................................
Proposed Curb & Gutter, Cone. Drive, Sidewalk.~.~~~.~~~~~,.~~.~
Proposed Asphalt Pavement ........................................................ �������
Proposed Rip Rap Ditch ..............................................................
���*����
Proposed Gravel ........................................................................... ��+��f��
ProposedPavement Removal ...................... -...............................
Proposed Sidewalk Bridging Tree Roots ....~~.................~........
201504 9 1
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W 40
9
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PRELIMINARY
NOTFOR
CONSTRUCTION
�
W 40
9
04�

qF
NJ I U.9
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r_Ar_MUl0r_ UUr- U
ROBERT W. AND MARJORIE S. SIMS
AMANDA R. MrrCHELL Sl(P-RPW) - Impact 2 Uu. f-U. /0-1
D& 24926, G. 269 10 If - Temporary PROJECT AREA, SEE LOT 10; BLOCK 5; MB. 1923, PG. 385
LOT 65; BLOCK 1; MB. 21, PG. 727 SHEETS 3 AND 4 PIN: 135-032-10
43,753 SQ.
and Pump Around Fr.
PIN: 135-022-59 Installation of Impervious Dike
OR 1.0044 ACRES
w ,
ITS. "STOOP A
S SIPS S ['EPS
f......... ..
e
Q
AFTER PROJECT ACCEPTANCE BY
THE CITY REPAIR DRIVEWAY TO
MATCH PRE-CONSTRUCTION
CONDITIONS
I
EAL)
'70%6�
IA�
-- - --------
0 SSfAH - SS —
RiM� 710.33
. .. .............
702.9,>
max
E -HEAllb
Q1 ----- may.,. _---._
------------
13
'105,92 C R, 702��J�'
me)( s 698,47 PC ------
IN 0,
ELWOOD
DRIVE -------- -------
N,�PHALJ 60' pUBLIC
----- ------
_q p(3 c,,D 4 . .... .....
--- — ---
SSMH
RV f'9(� 80
•
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PRELIMINARY
NOTIFOR
CONSTRUCTION
Rr
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rra
PRELIMINARY
NOTIFOR
CONSTRUCTION
rra

1,
0
IV lvi I 1 V.
E
0
TYPICAL SECTION
(NOT TO SCALE)
0
>1
■
20
ME
30
30
40
El
e
e ----------- SED LF GRAPHIC SCALE IN FEET
PROPO±8TREE
PROTECTION FENCE PER PROPOE D±12LFTREE 0 5 10 20
CL DSM 40.02 PROTECTION FENCE PER
CL M 40.02
EXISTING CREEK
A PROPOSED CREEK
CENTERLINE
CENTERLINE
PROPOSED CREEK D
FLOW PATH
____---c -c c 6
B c
-TPIPLE 24"
Twm
TR
-TREE
T R
700
r mod.
11x I
.. ..... 691 71
L7
. ... . ......... - ------
B
690
20
V
..........
J 685
CHECK DAM, SEE
c P e DETAIL SHEET 4
e e --------- e
------------- �e e e ------
D
680
675
20 30 40 50
wllolo�
imm
680
E —50 —40 —30 —20 —10 0 10 20 30 40 50 675
SECTION "ID-D"
TIE TO EXISTING
688,
685
1+25
C
0
—50 —40 —30 —20
—10 0 10
0
0
E
m 700
I
V)
>
700
L0 (3
+
Lr) 6
0
+0) (c)
00 11
Lo
la
C)
11
+00
690
< >
F- LLj
11
F- Lj
11
F- W
0
■
20
ME
30
30
40
El
e
e ----------- SED LF GRAPHIC SCALE IN FEET
PROPO±8TREE
PROTECTION FENCE PER PROPOE D±12LFTREE 0 5 10 20
CL DSM 40.02 PROTECTION FENCE PER
CL M 40.02
EXISTING CREEK
A PROPOSED CREEK
CENTERLINE
CENTERLINE
PROPOSED CREEK D
FLOW PATH
____---c -c c 6
B c
-TPIPLE 24"
Twm
TR
-TREE
T R
700
r mod.
11x I
.. ..... 691 71
L7
. ... . ......... - ------
B
690
20
V
..........
J 685
CHECK DAM, SEE
c P e DETAIL SHEET 4
e e --------- e
------------- �e e e ------
D
680
675
20 30 40 50
wllolo�
imm
680
E —50 —40 —30 —20 —10 0 10 20 30 40 50 675
SECTION "ID-D"
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