HomeMy WebLinkAboutR-377605•
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UTILITY CONFLICT NOTE.
1VU1 LS'.•
1. FOOTING DRAIN OF LOT 11 & 12 SHALL BE UAYLIGHTED TO THE WETLAND BUFFER.
2. FENCES, VEGETATION, AND/OR FIXED OBJECTS MUST NOT CREATE A SIGHT DISTANCE CONCERN.
3. A MINIMUM SEPARATION OF 5 FT BETWEEN DRIVEM6AY AND THE PROPERTY UNE SKILL BE PROMED.
4. ALL UTILITIES SERVING THE SITE ARE TO BE UNDERGROUND.
5. CCN NOTE:
A- THE PROJECT DEVELOPER SHALL SUBAMT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV
INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LIDS AND CONNECTING CATCH BASIN AND MiV#00LE STRUCTURES THAT
_ WILL BECOME CITY OWNED/AMIMNTAN4ED AND ALL PRIVATE 8 INCH 0114AVER OR LARGER DRAW LINES AND CONNECTING CATCH
CA ffION.'
BASIN
ANDARD VIDEOOLE PLAYER (IAPG VIDEO FILUCTURES SAID M FORU4T) AND IS COMPATIBLE WITH ARE TO BE IN COLOR AND TIBLE ON CD OR DVD (�Y?AIWTE XP. THE MEO�SHALL RET IS Q 8Y
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, EACH PROJECT DRAIN PIPE SEGAAENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SHOWN (AND IDENTIFIED)
DMWNSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE ON THE APPROVED PROJECT CONSTRUCTION PLANS.
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE B- THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE
CALLING UTIL17Y LOCATE a 1-800-424-5555 POTHOLING ALL OF THE EXISTING DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY COST OF ANY ADDITIONAL CCTV INSPECTION, EXFXTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY OR
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN VERIFY THE CORRECTION OF SMD DEFICIENCY.
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR C- THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCN INSPECTION PERFORMED SOLELY FOR THE
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL BENEFIT OF THE DEVELOPER.
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION.
15' ACCESS ROAD
2' CLASS B ASPHALT CONCRETE -'
AF CRUSHED SURFACING TOP COURSE -
5' CRUSHED SURFACING BASE COURSE
r_3_"1S"ACCESS ROAD DETAIL
S NOT TO SCALE
6 URAVEL UUNVA .ICU I r l
CRUSHED SURFACING TOP COURSE
19' GRAVFI ACCFSS RnAn
r�4 12'GRA VEL ACCESS ROAD DETAIL
5 NOT TO SCALE
LOT
DRfVEWY
pTH
DRNEMNY
CENTERLINE
STATION
1
20'
STA: 0+78.90
2
20'
STA: 1+06.90
3
20'
STA: 1+70.45
4
LO #17 lI
STA: 2+00.45
5
20'
STA: 2+51.35
T nT#1
20
STA: 2+74.56
7
20'
STA: 2+95.82
8
20'
STA: 2+95.82
9
20'
STA: 3+24.31
10
20'
STA: 3+41.22
I
20'
STA: 3+42.75
12
20'
STA: 3+34.90
13
20'
STA: 3+09.66
1
20'
STA: 2+69.95
15
20'
STA: 2+69.95
16
20'
STA: 1+15.20
17
L
STA: 0+58.21
TRACT
998
147.0
144.5
s:
.4
5.
1
CB#13
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5
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LOT#16
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LOT#2
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PLANTER
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135-23
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SCALE: 1" = 30'
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LOTU
11
30 15 0 30 60
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5' --i
LOT#1 I
I LOT#1 S i
OPEN SPACE
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I
I
FRENCH DRAIN
12.
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TO C815
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F
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VAUL
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I 20' ACCESS I
D/W CUT START
STA: 2+58.38
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,I & UTIurY I
EASEMENT
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1
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UTILITY CONFLICT NOTE.
1VU1 LS'.•
1. FOOTING DRAIN OF LOT 11 & 12 SHALL BE UAYLIGHTED TO THE WETLAND BUFFER.
2. FENCES, VEGETATION, AND/OR FIXED OBJECTS MUST NOT CREATE A SIGHT DISTANCE CONCERN.
3. A MINIMUM SEPARATION OF 5 FT BETWEEN DRIVEM6AY AND THE PROPERTY UNE SKILL BE PROMED.
4. ALL UTILITIES SERVING THE SITE ARE TO BE UNDERGROUND.
5. CCN NOTE:
A- THE PROJECT DEVELOPER SHALL SUBAMT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV
INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LIDS AND CONNECTING CATCH BASIN AND MiV#00LE STRUCTURES THAT
_ WILL BECOME CITY OWNED/AMIMNTAN4ED AND ALL PRIVATE 8 INCH 0114AVER OR LARGER DRAW LINES AND CONNECTING CATCH
CA ffION.'
BASIN
ANDARD VIDEOOLE PLAYER (IAPG VIDEO FILUCTURES SAID M FORU4T) AND IS COMPATIBLE WITH ARE TO BE IN COLOR AND TIBLE ON CD OR DVD (�Y?AIWTE XP. THE MEO�SHALL RET IS Q 8Y
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, EACH PROJECT DRAIN PIPE SEGAAENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SHOWN (AND IDENTIFIED)
DMWNSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE ON THE APPROVED PROJECT CONSTRUCTION PLANS.
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE B- THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE
CALLING UTIL17Y LOCATE a 1-800-424-5555 POTHOLING ALL OF THE EXISTING DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY COST OF ANY ADDITIONAL CCTV INSPECTION, EXFXTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY OR
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN VERIFY THE CORRECTION OF SMD DEFICIENCY.
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR C- THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCN INSPECTION PERFORMED SOLELY FOR THE
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL BENEFIT OF THE DEVELOPER.
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION.
15' ACCESS ROAD
2' CLASS B ASPHALT CONCRETE -'
AF CRUSHED SURFACING TOP COURSE -
5' CRUSHED SURFACING BASE COURSE
r_3_"1S"ACCESS ROAD DETAIL
S NOT TO SCALE
6 URAVEL UUNVA .ICU I r l
CRUSHED SURFACING TOP COURSE
19' GRAVFI ACCFSS RnAn
r�4 12'GRA VEL ACCESS ROAD DETAIL
5 NOT TO SCALE
LOT
DRfVEWY
pTH
DRNEMNY
CENTERLINE
STATION
1
20'
STA: 0+78.90
2
20'
STA: 1+06.90
3
20'
STA: 1+70.45
4
20'
STA: 2+00.45
5
20'
STA: 2+51.35
6
20
STA: 2+74.56
7
20'
STA: 2+95.82
8
20'
STA: 2+95.82
9
20'
STA: 3+24.31
10
20'
STA: 3+41.22
11
20'
STA: 3+42.75
12
20'
STA: 3+34.90
13
20'
STA: 3+09.66
14
20'
STA: 2+69.95
15
20'
STA: 2+69.95
16
20'
STA: 1+15.20
17
20'
STA: 0+58.21
LOT
YARD
Dl?AIN
RMI
ROOF/
FOOTING
IE
1
150.7
147.7
2
149.0
146.0
3
148.1
145.1
4
143.5
140.5
5
142.7
139.2
6
142.6
139.6
7
139.0
137.3
8
140.8
136.8
9
137.8
135.0
10
137.7
134.7
11
128.0
126.0
12
127.0
125.3
13
129.5
125.0
14
129.8
124.5
15
135.8
132.8
16
148.1
145.1
17
150.5
147.5
TRACT
998
147.0
144.5
FLOW LINE
SEE NOTE $,
AND DETAIL 1
5'
2.5' LANDSCAPE
0.o2 FT./FT.
CEMENT CONCRETE
VERTICAL CURB & GUTTER
STANDARD 3A- FULL
THICKNESS FULL DEPTH
EXPANSION JOINT (TYP)
��j!.may
POINT A,
SEE DESIGN
STANALIARD
5
CUL DL' SACPL N
SCALE: 1 "-20'
40' R. 0. W.
24' PAVEMdNT WIDTH
i
4' ACP
6' CSTC/CSBC
LLOAD A (SECTION C- C)
�'S NOT TO SCALE SUBACCESS STREET (PUBLIC)
or
NOTES
1. ALL JOINTS SHALL BE CLEANED AND
EDGED.
2. SEE SECTION 4.01 FOR SURFACING
REQUIREMENTS
J. CONCRETE PAVEMENT SMALL BE
BRUSHED TRANSVERSELY WITH A
FIBER OR WIRE BRUSH OF A TYPE
APPROVED BY THE ENGINEER.
4.3/8' THNRU EXPANSION JOINTS SHALL.
CONCRETE BE PLACED AT BACK, SIDES AND
SIDEWJ_K 5' FRONT. MAXIMA EXPANSION JOINT
ThVCK MIN. SPACING IS 14' CENTER TO CENTER.
5. SEE SECTION 3.01 FOR ADDITIONAL
rWRAAVWAY QVIV IW"VAnq
ruK itmi pct FLOW LINE
4' MAMA CLASS 112 DETAILS 1 AND 2 l
PG 64-22 OVER 6' 6' CEMENT CONCRETE L
COAMAERCMIL HM 4 DRIVEWAY APPROACH
CLASS 1'v PG 64-22
i 3/8' THIRD
EXPANSION ,JOrNT
COMPACTED 4' CSBC
DETAIL 1(VERTICAL CURB)
SUBGR40E
SECTION A -A
(*'2ESIDENTIAL DRIVEWAYAPPROACHMTAIL
�S' NOT TO SCALE
20' ACCESS UTILITY EASEMENT
SLOPE rowvms
YARD DR40N
6' CONCRETE J
4' CRUSHED SURFACING BASE COURSE
20'ACCESS / UTILTIYEASEMEATDETAIL
NOT TO SCALE
CD: R 3176G5
5'
SIDEWALK
0.02 FT� NFT.
SUBG4DE SLOPE 0.02 FT /FT.
2.5'
1'
S�0PF