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2"
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SCALE
DRAWN BY
CHECKED BY
PROJECT NUMBER
FILE
SEAL
DATE STATUS
DATE REVISION
As indicated
6/2
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01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
VE
NU
E &
C
OLO
RA
DO
B
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VA
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TH
OR
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ON
, C
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RA
DO
PE
RM
IT
S
ET
Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C1
COVER/INDEX
SHEET
DE Comments: SubmittalNate [email protected]
2nd
2"
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0"
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PROJECT NUMBER
FILE
SEAL
DATE STATUS
DATE REVISION
As indicated
6/2
/2
01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
VE
NU
E &
C
OLO
RA
DO
B
OU
LE
VA
RD
TH
OR
NT
ON
, C
OLO
RA
DO
PE
RM
IT
S
ET
Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C2
NOTES & LEGEND
SHEET
“
”
”
“
”
2"
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PROJECT NUMBER
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SEAL
DATE STATUS
DATE REVISION
As indicated
6/2
/2
01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
VE
NU
E &
C
OLO
RA
DO
B
OU
LE
VA
RD
TH
OR
NT
ON
, C
OLO
RA
DO
PE
RM
IT
S
ET
Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C2.1
NOTES & LEGEND
SHEET
2"
1"
0"
54321
54321
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SCALE
DRAWN BY
CHECKED BY
PROJECT NUMBER
FILE
SEAL
DATE STATUS
DATE REVISION
As indicated
6/2
/2
01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
VE
NU
E &
C
OLO
RA
DO
B
OU
LE
VA
RD
TH
OR
NT
ON
, C
OLO
RA
DO
PE
RM
IT
S
ET
Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C3
EXISTING/
DEMOLITION
PLAN
Remove hatchingHATCHING REMOVED
2"
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PROJECT NUMBER
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SEAL
DATE STATUS
DATE REVISION
As indicated
6/2
/2
01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
VE
NU
E &
C
OLO
RA
DO
B
OU
LE
VA
RD
TH
OR
NT
ON
, C
OLO
RA
DO
PE
RM
IT
S
ET
Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C4
PROPOSED
SITE PLAN
2"
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DRAWN BY
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PROJECT NUMBER
FILE
SEAL
DATE STATUS
DATE REVISION
As indicated
6/2
/2
01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
VE
NU
E &
C
OLO
RA
DO
B
OU
LE
VA
RD
TH
OR
NT
ON
, C
OLO
RA
DO
PE
RM
IT
S
ET
Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C5
GRADING
PLAN
The 88th and PecosCDs had a pan alongthe edge of the parkingspaces. Should therebe one here? The inleton the Northern side ispretty useless withouta pan.
All of the comments fromthe 88th location detentionpond apply here too. Applythem to this.
Remove hatchingWarning field shouldbe all the way acrossthe ramp.
Check this grading.
Same question aboutthe need for a pan.The Western inletlooks like it gets verylittle flow based on thegrading.
CONCRETEWATERWAYADDED.
GRADINGUPDATED.
UPDATED PERCOMMENTSON 88TH.
HATCHING REMOVED.
CONCRETEWATERWAY ADDED.WARNING FIELD UPDATED TO
CROSS ENTIRE RAMP.
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DATE STATUS
DATE REVISION
As indicated
6/2
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01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
VE
NU
E &
C
OLO
RA
DO
B
OU
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VA
RD
TH
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ON
, C
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RA
DO
PE
RM
IT
S
ET
Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C6
UTILITY
PLAN
Public Water mainscannot be within 5 ft. ofconcrete.
There are three watervalves shown here.Two look like theyaren't on water mains.
Identify inlet type.
18" min.
Show water andsanitary easements.
Is this a combinedwater and SSeasement? If not, thehydrant cannot bewithin the SSeasement.
This inlet cannot belocated in an exclusiveeasement.
This storm seweralignment needs to berevised so that it is outof the exclusiveeasement.
4 ft
This inlet cannot bewithin an exclusiveeasement.
EASEMENT UPDATED.SEE SHEET
RELOCATED PER PREVIOUS DP COMMENTS.
STORM SEWERALIGNMENT REVISED.
NOT LOCATED IN EXCLUSIVE EASEMENT.
NOT LOCATED IN EXCLUSIVE EASEMENT.WAITING FOR VERIFICATION FROM TY.
IDENTIFIED AS A STORM DRAIN CATCH BASIN.
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DATE STATUS
DATE REVISION
As indicated
6/2
/2
01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
VE
NU
E &
C
OLO
RA
DO
B
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VA
RD
TH
OR
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ON
, C
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RA
DO
PE
RM
IT
S
ET
Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C6.1
Utility Profiles
Tie stationing in to abenchmark
Same comments on the 88th and Pecoslocation applies here.
Size
NORTHING & EASTINGS ADDED PER CONVO WITH CITY ENGINEER.
SIZE UPDATED.
UPDATED PER COMMENTS ON 88TH.
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PROJECT NUMBER
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DATE STATUS
DATE REVISION
As indicated
6/2
/2
01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
VE
NU
E &
C
OLO
RA
DO
B
OU
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VA
RD
TH
OR
NT
ON
, C
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RA
DO
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RM
IT
S
ET
Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C7
MAVERIK
DETAILS
P
12"
18"
1-1/2"
2-1/2"
1"
2-1/2"
1"
1-1/2"
2-1/2"
2-1/2"
1-1/2"
1-1/2"
3/8"3/8"
5/8"
COLORS:FIRE LANE, CIRCLE, DIAGONAL - REDBACKGROUND - WHITELETTER "P", BORDER - BLACK
2-3/4" 3-1/4"
3-5/8"3"
5/8"
8" O.D.
2"
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PROJECT NUMBER
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SEAL
DATE STATUS
DATE REVISION
As indicated
6/2
/2
01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
VE
NU
E &
C
OLO
RA
DO
B
OU
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VA
RD
TH
OR
NT
ON
, C
OLO
RA
DO
PE
RM
IT
S
ET
Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C7.1
CIVIL
DETAILS
Incldude Toe wall forthe flared end section Remove and replace
with custom detail onthe Outlet structuresheet.
CONTROL BOX DETAIL AND OUTLET STRUCTURE DETAIL HAVE BOTH BEEN UPDATED.
TOE WALL ADDED. SEE SHEET C8 FOR DETAILS.
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DATE STATUS
DATE REVISION
As indicated
6/2
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01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
VE
NU
E &
C
OLO
RA
DO
B
OU
LE
VA
RD
TH
OR
NT
ON
, C
OLO
RA
DO
PE
RM
IT
S
ET
Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C7
CIVIL
DETAILS
2"
1"
0"
54321
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PROJECT NUMBER
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SEAL
DATE STATUS
DATE REVISION
As indicated
6/2
/2
01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
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NU
E &
C
OLO
RA
DO
B
OU
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VA
RD
TH
OR
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ON
, C
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RM
IT
S
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Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C8
DRAINAGE
DETAILS
FOAM GASKET W/
PSA BACKING
(TRIM TO LENGTH)
MOUNTING
FLANGE
DETAIL B
GASKET
COMPRESSED
BETWEEN HOOD
AND STRUCTURE
(SEE DETAIL B)
ANCHOR
SHIELD
EXPANSION CONE
(NARROW END OUT)
DRILLED
HOLE
DETAIL A
ANCHOR W/ BOLT
(SEE DETAIL A)
BMP, INC.
53 MT. ARCHER ROAD, LYME, CT. 06371
(800) 504-8008 FAX: (860)434-3195
18F SNOUT OIL
& DEBRIS STOP
09/14/99 NONE
18F
US PATENT #6126817ADDITIONAL PATENTS PENDING
INSTALLATION NOTE:
POSITION HOOD SUCH THAT
BOTTOM FLANGE IS A
DISTANCE OF 1/2 OUTLET
PIPE DIAMETER (MIN.)
BELOW THE PIPE INVERT.
MINIMUM DISTANCE FOR
PIPES < 12" I.D. IS 6".
STAINLESS
BOLT
1/2 D
NOTES:
1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE
AS MANUFACTURED BY:
BEST MANAGEMENT PRODUCTS, INC.
53 MT. ARCHER RD.
LYME, CT 06371
(860) 434-0277, (860) 434-3195 FAX
TOLL FREE: (800) 504-8008 OR (888) 354-7585
WEB SITE: www.bestmp.com
OR PRE-APPROVED EQUAL
2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH
ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS.
3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE,
AND AN ANTI-SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL)
4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS
PER MANUFACTURER'S RECOMMENDATION.
5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TO 1/2 THE
OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6" FOR PIPES <12" I.D.
6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF
24" ACCORDING TO STRUCTURE CONFIGURATION.
7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED
SMOOTH AND FREE OF LOOSE MATERIAL.
8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS
STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE
INSTALLATION DETAIL)
9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED
INSTALLATION KIT.
INSTALLATION KIT SHALL INCLUDE:
A. INSTALLATION INSTRUCTIONS
B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER
C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING
D. 3/8" STAINLESS STEEL BOLTS
E. ANCHOR SHIELDS
*NOTE- SUMP DEPTH OF 36" MIN. FOR < OR= 12" DIAM.
OUTLET. FOR OUTLETS >OR= 15", DEPTH = 2.5-3X DIAM.
36" MIN.
¹
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·
·
See 88th and PecosComments on this.
What is this detailreferring to? Spotelevations can't be forthis project. Generally,Replace Isometric viewwith two section viewsfully dimensioned.
See comments on the88th and Pecosdrawings for revisions.
This is really big.Make this a morereasonablelength.
Spreadsheet says thetop should be at103.87. What's theelevation of thespillway?
UPDATED TO STANDARD COT CONTROL BOX DETAILS.
REMOVED FROM PLANS.
UPDATED PER COMMENTS ON 88TH.
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DATE STATUS
DATE REVISION
As indicated
6/2
/2
01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
VE
NU
E &
C
OLO
RA
DO
B
OU
LE
VA
RD
TH
OR
NT
ON
, C
OLO
RA
DO
PE
RM
IT
S
ET
Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C9
STORM WATER
POLLUTION
PREVENTION
PLAN EXHIBIT
PHASE 1
Remove
What's the depth, sideslopes, etc.? Does thewater flow directly intothe street?
MORE INFO FOR CONSTRUCTION HAS BEEN ADDED.
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DATE STATUS
DATE REVISION
As indicated
6/2
/2
01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
VE
NU
E &
C
OLO
RA
DO
B
OU
LE
VA
RD
TH
OR
NT
ON
, C
OLO
RA
DO
PE
RM
IT
S
ET
Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C10
STORM WATER
POLLUTION
PREVENTION
PLAN EXHIBIT
PHASE 2
·
·
·
·
·
·
·
··
·
·
A
A
B
B
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PROJECT NUMBER
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DATE STATUS
DATE REVISION
As indicated
6/2
/2
01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
VE
NU
E &
C
OLO
RA
DO
B
OU
LE
VA
RD
TH
OR
NT
ON
, C
OLO
RA
DO
PE
RM
IT
S
ET
Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C11
STORM WATER
POLLUTION
PREVENTION
PLAN DETAILS
2"
1"
0"
54321
54321
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SCALE
DRAWN BY
CHECKED BY
PROJECT NUMBER
FILE
SEAL
DATE STATUS
DATE REVISION
As indicated
6/2
/2
01
5 7
:1
0:4
7 A
M
J.Nate Reeve, P.E.
R. Hansen
?????
TH
OR
NT
ON
M
AV
ER
IK
112T
H A
VE
NU
E &
C
OLO
RA
DO
B
OU
LE
VA
RD
TH
OR
NT
ON
, C
OLO
RA
DO
PE
RM
IT
S
ET
Reeve& Associates, Inc.
PROJECT NUMBER: 5799-279
DRAWN BY: RWH
ENGINEER: JNR
C12
STRIPING PLAN
Need sections in addition to the profile.
Include Slopes
SECTIONS ADDED BACK TO PLANS. SEE SHEET C12.
SLOPES ADDED. SEE SHEET C12.
