SW8950202_Historical File_20021104

OF
�0
fl
Mr. R. Allen Rippy
R & R Company
4951 New Centre Drive
Wilmington, NC 28403
Dear Mr. Rippy:
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
November 4, 2002
Subject: Approved Plan Revision
Rippy Cadillac Olds
Stormwater Project No.SW8950202
New Hanover County
On October 28, 2002, the Wilmington Regional Office received a plan revision for
Stormwater Management Permit Number SW8950202. It has been determined that a formal
permit modification is not required for the proposed changes. We are forwarding you an
approved copy of the revised plans for your files. Please replace the old approved plan sheet(s)
with the new one(s).
Please be aware that all terms and conditions of the permit issued on August 21, 1996,
remain in full force and effect. Please also understand that the approval of this revision to the
State Stormwater Permit is done on a case -by -case basis. Any other changes to this project must
be approved by this office prior to construction. If it is determined that the proposed revision
will require a modification to the permit, you will be notified.
If you have any questions concerning this matter, please do not hesitate to call me at
[phone].
Sincerely,
Noelle Lutheran
Environmental Tech V
RSS\nml: S:\WQS\STORMWAT\REVISION\950202
cc: Noelle Lutheran
John P. Norris, Andrew & Kuske
New Hanover Building Inspections
Central Files
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Andrew & Kuske
CONSULTING ENGINEERS, INC.
902 Market Street Wilmington, NC 28401-4733
910/343-9653 910/343-9604 Fax
www.andrewandkuske.com
October 28, 2002
Ms. Linda Lewis
NC DENR / Wilmington Regional Office
Div. of Water QualityMater Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
John R. Andrew, P.E. J. Phillip Norris,;P"E.
John S. Tunstall, P.E. Neal W. Andrew, P.E.
John A. Kuske, III, P.E. J.A. Kuske, P.E. of Counsel
James T. Pyrtle, P.E. C. Lawrence Sneeden, Jr., P.E.
Re: State Stormwater Permit No. SW8 950202 Modifications
Rippy Cadillac Oldsmobile
Wilmington, NC
A & K Project No. 02198
Dear Ms. Lewis:
00 � 8 a02
Enclosed please find two (2) sets of revised plans for the above referenced project for
your use. The revised plans are within the total impervious surface area previously
submitted.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
ANDREW & KUSKE
CONSULTING ENGINEERS, INC.
&4 CX- v, �-
Monica V. Loughlin
Engineering Assistant
MVUasn
02198 10-28-02-state sw mod.-Itr
cc: Allen Rippy

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NEW HANOVER ASSOCIATES
TRACT 2
DIVISION RB
NEW HANOVER ASSOCIATES DIVISION
MAP BOOK 36 PAGE 293 MAP BOOK 36 PAGE 293
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ITINV. 33.61 (225) EXIST. OUTLET STRUCTURE ��/C44cv
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MAP BOOK 39 PAGE 126
LA�Ds
1 43.0
EXISTING WIDE
CONCRE E SIDEWALK e (660)
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1. ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS
Z
W .. .......
THE CITY OF WILMINGTON TECHNICAL STANDARDS AND ASI 1. *
8 .......
0, 0)
SPECIFICATIONS MANUAL. $Ak I F� -g"x- W W W 00 w1­1 ........... Ld
p....... z
.............
...........
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2. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROISS C205) (:�_(2 2 �5) \1 1. e I
CAR,I%O/// 4 2.
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:1EXISTIN/ ............ 3:
-EXISTING POND- ..................... ...
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R w ( , SPH LT PARKING
... .......
INV 37.23 . ............... U)
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EXISTING BUILDING ..... .�� �..'
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..................... ......... CL j
5) 27,580 SF ....... . .. co
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FFE=43.61
.............
,� I \
..................
0� NEW CURB
EXIST." w
0
...........
n V) INSIDE BUILDING ...........
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.............
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F I 'Rr,,, BUILDING L o \\ & GUTTER I I I I I I I i I , ''"v �.�
........................
AT PLAY AREA ........................... ......
cn HYDRANT CL ADDITION ......., ` ...... * ......
04
............ :D .......................... cn
0 UNDER BOLLARDS
<
CL ...........
EXISTkG 1CONSTRUCTION
0
ASP1111ALT DARi�%G 215 SF
�c� n. 1 2 OAK, w
IPLAY I
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1144 _. 1 .1 AREA 4415) 1 Ld
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IN.
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•
CONNECTION CONTROL REQUIREMENTS. WATER METER( j I
BE RELEASED UNTIL ALL REQUIREMENTS ARE MET.
CALL 910-1343-3910 FOR MORE INFORMATION.
3. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION
'
& •
0�' 7 =7 - v
� `
d_% 0�'
\ °•
.
7 - R
HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MAST
BACKIFLOk,
I
L
DROP INLETbi
PROVIDE A REDUCED PRESSURE ZONE (RPZ)
PREVENTION DEVICE ON THE DEVELOPERS SIDE OF THE �ATER•
LIGHT POLE fni
&
I '%k- TOP 41.03
METER BOX.
ri LAV f_fTV VUA'rCQ SHAD. I
am W" =a als
(TYPICAL)is
INV. 37.79
DROP
DROP
INLET
-A
TOP
4D.95
E
18"
SD
IN 'V-
3
.051
171
E H\iDRANT\
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16
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INV. .37.64
FXIST. 2
..........
........ ......
-00 o
PROPOSED TOP 41. 3
COMPLY WITH THE CITYS CROSS CONNECTION CONTROL . ............
INV 3 OF. - �&
EXISTING PRIVATE SEWER .. ....
REGULATIONS. CALL 910-343-3910 FOR INFORMATION. 313
4_ z uj
1 4 "ASPHALT PARKING 1�11 R z C?
(200)
6. CALL TRAFFIC ENGINEERING AT 341-7888 PRIOR TO ANt EXCAVATIO ......
5. ANY BROKEN OR MISSING SIDEWALK, PANELS SHALL BE PEPLACED. P1 IMP
....... .......
/A - .... ... .................. 0 __L
........ ........ EXIST'-
-�(295) ......... -A-,I--A- - m _z: a -
IN THE RIGHT OF WAY. ............. * ................ .........
4 ............... ...........
...................... T �%'40 2
O ost jr530 , I I 1 7- _%, - % I
...... mp ......
'10 0 ........ ............ - .............. ...............
.............
51 �YTDO -7 9
(725) ..........
.... ..............
SITE DATA
PLAY................. ...... .......
............
TOTAL AREA, 9.59 ACRES EXIST D I AREA ................ ........................... .... .............. ........
.............. ....... ..................... ......... .... ...... ...............
...................... z
...........
DISTURBED AREA TOP 40.50 pv 24411 ... .......... I .......
1.42 ACRES A2� ._1 .......... ....................
............... ................
ZONING RB NIV .................. .......
........ .................. . ...... .......
EX!S.TING BUILDING AREA 34,641 SF
c 9 F) 0 (Ij ........ ............... ... ..........
1 14 1 1. 1. 1! j ER SE .......... .... .......... . ........... ...
7,238 SF .................... ............ ;, � ... :- .. . I ...... ...........
PROPOSED BUILDING AREA . ........................................ .... .. ................ . 06
............ ........ ...... * ........... .. ........................ .... ......
. . . . . . . . . . . . . .........
__dRASSED ...... ........ ........... .................... ... .. . ............... ......
................................
PARKING SPACES REQUIRED 419
.................. ....... ...... ............. . ..... ....... ...... ......... .................
PARKING SPACES PROVIDED 539 i e I
I.........
....... ....... ..... Ld
....... .......... ............. ...... . ......... ....... .......
03 1145) .......................... ....... ....................
I BUILDING UN ER CONSTRUCTION .......
EXISTING RIPPY/SATURN FACILITY: '0000
I
EXISTING ASPHALT AREA: 208,318 SF 4299 ........ .............
46 SF 42.9 ................ ............. z
EXISTING CONCRETE AREA: 3,156 SF > <
...... . . ...........
F. EL. 42.5 0 0 c 6 42.9
0
... ............
EXISTING LANDSCAPING AREA PROVIDED: 12.946 SF t6 42. \C4:2�9
PROPOSED USED CAR FACILITY: V) ...... z
(555) A,
........... ...........
PROPOSED ASPHALT AREA: 29,773 SF
PAVEMENT TO BE REMOVED 108.3 lira
....... ..... . ....... ..
PROPOSED CONCRETE AREA: 540 SF .4
......................... ...
LANDSCAPING AREA REQUIRED (8%): REMOVE I) DROPOSED 1 -STORY BUILDING ........... ......... . 2,382 SF L
LANDSCAPING AREA PROVIDED: 2,560 SF > EXISTING z
. .. .... . ..... > 4 000 Ar 7238 SF
-fuuu ... ......
000C ..... ......
FOUNDATION PLANTINGS REQUIRED: SF I F4 STRIPING FF=43.0 ......... ............... ...... U) 0 D0000
FOUNDATION PLANTINGS PROVIDED: SF 0� 0000 ..........
................
LLJ ....... ... .....
I ( 1 T7N%V -77 ju 42A
�o ait
aaaa 4 V)
)0000 42.4
z
000
00 24 "Is. 0
LEGEND 000**
EXISANG 4L %1b %oft
�-0 --ASPHALT P RKING- 42.1D OD ............... 0
............
PROPERTY LINE 0- 0
. ............. .................... .. ..... ....
FIELD LOCATE STORMI) N.
............
42-15.
EXIST. D
EXISTING RELOCATE AS NEE D 5
NEW CONCRETE R2 ....... ............ .....................
�.A 1.1� j ..........
EXIST. D.I. %-ITOP 40.13 ... ............
-ASPHALT PARKING- ..... ....... ....
PAVEMENT TO BE REM ED .... .............
.......... ......... ...... k
NEW ASPHALT
......... .............. .........
........................ ...
........ ......... (206) TOP 40.10
INV. 37.87 ...... m .... ... .........
:::00 ...........
.......... ... ... ... ... ........
203 ............... ... .... ...........
EXIST. D.I.
-------- 42 ------- EXISTING CONTOUR -42-'0.:
rop 40 56 ................. ...... @ ................
............... 318
..... ......
C�D FEATURE CAR
. .............. ............ ... ..... ..... ..... ... ......
I NV. 3 7.61 ot ....... ....................
EXISTING SPOT ELEVATION
............... ...............
00 I1111 11
0
4,
Q UoQ (28!�)
ID J Q oUou
o? PAVEMENT TO BE REMOVED
%po
I I 41.0±
IV 1\ I I FIELD 24�`�
.4
... ... ... ;010 .
lob VERIFY ... .. 18 SPACES 0 9 162s
PROJECT BENCHMARK 41.5± ... .. a ---'
.. .. ... ...
REGRAD
TOP OF LIGHT BOLE BAS,
42.1 PROPOSED TOP OF PAVEMENT ELEV.-43.51 SIGN 36.91 STREETYARD TEMPORARY GRAVEL EXISTING me 02198
OR GRADE SPOT ELEVATION ce - - 0�� - '� CONSTRUCTION ENTRANCE . ......... PAVEMENT
AS Dm JPN
.5 STREETYARD . .....
b, . .. .. ... ... NEIZF.SSARY
10' NON MUNICIPAL EASEMENT 1z APP
42.sPROPOSED TOP OF CURB OR 12 q ... ... EXISTING' 5' WIDE ROVED aa JPN
TOP OF WALK SPOT ELEVATION -- -----
4. fflmml� 00 4 4 q slw�' NORTH CAROLINA E 1ROMMENTAL
�4 4% 4
CONCRETE SIDEWALK DNk MW
EROSION CONTROL AROUND. INLETS 4 MANAGEMENTC MLqISSION _/;2L
Divislo
WAT QUALITY
DAw_ 08/19
EXIST. C.I. Date I Z_
TOP 40.42 EXIST. 24of RCP BOB KIN
qtormw8tejp@rmjtNG 'czoz
-EXISTING CONCRETE 40.6±
EXIST. BOB KING DRIVE I I - I
1� DRIVEWAY TCF-RE-MAI IN, LOT 3
TRAFFIC 4 . *% -
-SIGNAL 0
(60' PUBLIC R/W)
w APPROX. LOCATION EXIST, 8 "W 0.40 ACRES
w v w w w
Ilk DATf PRINTEI)
w w - W w W, W w - w -
N7
9�5
OCT' 2 8 2002 1 T
(�EXIST. ko
_FaL -FiYL3A�j-
u
ANDRE� AND KUS
10NON MUNICIPAL EASEMENT
-
fov I
- AF
ll
N\
EXI
\ \ SCALE: 1 "1 -301
FIR F dYDRANT CITE: D1 AKI Do
TRACT 1 rN
lot = 30' 3.77 ACRES \0 30 '60 90

CONVICTION
J
CLEAN -OUT
w
VC SDR 26 WITH BOX
o
GASKET JOINTS
a
_ o
z
SDR 26 FOR
SEWER SERVICES
0-
0
a
EXIST. 2" TYPE 1-2 PAVEMENT (NCDOT) EXIST.
PAVEMENT PAVEMENT
6" ABC STONE (NCDOT)
JL2% 12"
z z
s 41PE
o � o
NOTES: 1. REFERENCE SPECIFICATIONS FOR BACKFIWNG AND
COMPACTION REQUIREMENTS.
2. CUT -BACK TO BE PERFORMED AFTER TRENCH BACK--
FIWNG AND COMPACTION.
PIPE INSTALLATION
PAVEMENT REPAIR DETAIL
N.T.S.
6" AS REQUIRED 6"
BITUM CONCRETE SURFACE TYPE 1-2
low
o ® CRUSHED
STONE 0 0
BASE
•� COMPACTED
\ BACK FILL
FOR STATE HWY. REPAIR: 2" SURFACE & 6" BASE
FOR STREET & DRIVEWAYS: 2" SURFACE & 6" BASE.
BRANCH CONNECTION PAVEMENT REPAIR DETAIL
GREATER THAN A' NTS
OR WET AREAS
TYPICAL SANITARY SEWER LATERAL SERVICE CONNECTION
NTS
NOTES:
t. WATER METERS ARE TO 9E PROVIDED BY THE CITY
2. ALL WATER METERS MUST 8E LOCATED WITHIN PUBIJC
RIGHT-OF-WAYS AND/OR EASEMENTS
3. WATER METERS SHALL NOT 8E LOCATED IN DRIVEWAYS
COPPER TU
1"�MUELLER H-1422
METER YOKE W/12 RISER
FORD
1-1/2" OR 2" WATER SERVICE
NTS
STEEL "T" POST
WIRE MESH FENCE
CRIMP RING CONNECTOR
SYNTHETIC WOVEN
FILTER FABRIC
NOTES:
0
1. FENCE MESH SHALL BE MINIMUM 1 0
32" IN WIDTH AND SHALL HAVE .1 FILL SLOPE
A MINIMPM OF 6 LINE WIRES N
WITH 12 STAY SPACING. _ (
2. FILTER FABRIC SHALL BE MIRIFI GROUND LINE
140 OR EQUIVALENT AND SHALL =
BE ADEQUATELY FASTENED TO
THE FENCE MESH WITH CRIMP- o TO ANCHOR BOTTOM DIG
ING CONNECTORS. I IN 6" DOWN & 6" OUT
N
3. STEEL POSTS SHALL BE 5'-0"
IN HEIGHT AND BE OF THE SELF
FASTENER "T" SECTION TYPE.
SIDE A
STEEL "1"" POST
�' cTekP cper_iNr. I %-
CV
oc
2 MIN.
STEEL "T" POSTS
SILT FENCE-'
PLAN VIEW
EROSION CONTROL
AROUND DROP INLET
NTS
0 ,GA WIRE
K6 CENT.
1 1 /7" `rV®C' +-') hlrnOT)
'E "A" (NCDOT)
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER .&
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
PAVEMENT SECTION
NTS
6" MIN-1 _)kf��
2" - 3"
COARSE AGGREGATE-0
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
N
SITE WORK NOTES: m
NOTES: 1. THE CONTRACTOR SHALL, VISIT THE SITE TO BECOME FAMILIARIZED WITH
1. SIDEWALK THICKNESS HA L BE 4" UNLESS NOTED OTHERWISE. FIELD CONSTRUCTION CONDITIONS. :;z2. CONTRACTION JOIN S �C.J SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6 AT DRIVEWAYS. o
4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT J
WITH NO CURB. OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
5. 1 /2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK 1 /8"R TOOLED REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING � z z
JUNCTIONS, AT STRUCTU91RUCTURE.
S AND AS NOTED ON SITE PLAN. JOINT STREETS. Z o
6. PROVIDE A LAYER OF 1bLDG. FELT BETWEEN WALK AND ADJACENT 0 Y Q
PARALLELING CURB OR 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS Z cr_ 43..J
7. REINFORCE w/6x6-10/10 W.W.M. • : OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, o U) --
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN o o p
LIMITS OF CONSTRUCTION. m 1 /2" EXPANSION w 2 z
JOINT MATERIAL 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, w w Q
30 MAX. SPACING WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. a 0
CURB EXPANSION JOINT ,E.J) o o W
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING o N z
• • • 1 4"x1" DEEP w AN
1 /8"R TOOLED JOINT BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE N © z J
. ♦.
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. N
• aC
• c o
•+ •.
< 0
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALLV. z �+
• BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL -� LL
cj m
APPLICABLE LOCAL AND STATE CODES. W
Q
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW v�i
. MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
• C0 TRACT(ONJOINT(C.J ASSOCIATED WITH BORROW OPERATIONS.
<
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
BLDG.-STRUCTURE RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
PLAN WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM j I rye• '"
DENSITY' AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR 1.i.� LL 0
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, w Q Z
SIDEWALK JOINT DETAILS SILTY OR CLAYEY SAND HAVING 'A UNIFIED SOIL CLASSIFICATION OF SP, SM,
OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE
NTS PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% Z
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH Q
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE 0
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN W
n
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98%
(D
1 -6 OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
» THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS
1 1/2 R TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS >7
CLASS A CONC. WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF
Q IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE W
c 3„� STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY
ASPHALT :, TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED _.�.
3R
" IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS
TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
_. _....... _._.._µ:$w.::�w a - REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN'
TYPE A STONE 41 /B"R a a (.0SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES.
G ° ° o SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL
REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
SPILL OFF CURB SECTION OF EXISTING UTILITIES DURING CONSTRUCTION.
w
NTS 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
MICHAEL UNDERWOOD AND ASSOCIATES AND PROVIDED BY OWNER. Ld to W
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN Z w � O
ON GRADING PLAN. GRADES INDICATING 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. -ce _
FALL AWAY FROM CURB SHALL BE SPILL O < U CL
:c
OFF TYPE CURB. GRADES INDICATING CURB 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
ACCEPTING FLOW SHALL BE FLOW LINE TYPE. RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES. � 0 o
rnrn
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
W N3 r)
" CONFORM TO NCDOT STANDARDS. X z M M o
4 CDNC, SIDEWALK
w 6 6-10 10 W.W.M. �0
/ 15. WAa tER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL: AND ; z o o 9
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL o
REQUIR-:MENTS. < z W v
_Z
04 0 X 3
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. o =' = Q
orn�a- u-
17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
ASPHALT RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
d- CONDITION.
CIDI1=111=_I�= I_I (3=1 I1-1 I !=1 l=
' I- I I 18. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT Z
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE 111, FACTORY
MIXED, QUICK DRYING, NON -BLEEDING. 06
w
19. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW �
4" 8" WASTE AND WATER LINES. LLiJ
EROSION CONTROL NOTES AND MAINTENANCE PLAN: WLd
TURN DOWN SIDEWALK 1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
z
NTS CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY Z
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AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE 0
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. Z
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO 70
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE J
CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO. V)
4 STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR Z
TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY. 0
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND V
GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4: INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT II�III� il��ll
THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. 1
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
STABILIED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND
EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
AROUND THE DROP INLETS.
5. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF 02198
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS JPN
NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. cxcu: JPN
Wft MVL
6. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE. DAM 08/14/02
7. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT ®���
CLOSE-OUT. � C
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11966
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DATE PRINTED
0 C T
NDREW AND KUSKE
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