HomeMy WebLinkAboutKUM & GO #0951 - PDP210013 - DOCUMENT MARKUPS - ROUND 4 - UTILITY PLANS (2)VAN
S LEMAY AVETT
EV EV
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 37
FLOOD ZONE:
BENCHMARKS:
NOTE:
NOTES:
C2.1C2.1 GRADING PLAN8
LOD
LEGEND
36
08/15/2022
TT
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 37
FLOOD ZONE:
BENCHMARKS:
NOTE:
DETAIL 2
DETAIL 5
DETAIL 1
C2.2C2.2 DETAILED GRADING PLAN9
LOD
LEGEND
NOTES:
DETAIL 3
DETAIL 4
36
08/15/2022
VAN
11
S LEMAY AVE2
3
TT
EV EV
STORM STRUCTURE TABLESTORM PIPE TABLE
DOCUMENT REVISION DATE: JULY 2013SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 37
C2.3
10 DRAINAGE PLANLOD
LEGEND:
NOTE:
FLOOD ZONE:
BENCHMARKS:
NOTES:
·
·
·
·
·
·
·
·
FLAG NOTES:
36
08/15/2022
100-YEAR
SPRING CREEK
FLOODPLAINSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF
100-YEAR
SPRING CREEK
FLOODPLAINLODLODLODLODLODLOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LODLODLOD
LODLOD
LODLODLODLODLODLODLODLODLODLODLOD
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 37PH. 1 EROSION CONTROL PLANNOTE:
LEGEND:
LOD
SD SD
SD SD
OWNER/DEVELOPER/APPLICANT:ENGINEER:
SF
DEVELOPER/OWNER'S STATEMENT
EROSION CONTROL NOTES:
--
ENGINEER'S STATEMENT
SWMP ADMINISTRATOR
CONSTRUCTION & EROSION CONTROL SCHEDULE:
C2.7
NGS DESIGNATION "T-402" - PUBLISHED ELEV:4982.93' (NAVD88)
CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)
BENCHMARKS:
BASIS OF BEARINGS:
ASSUMING A PORTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF PROSPECT ROAD, AS
MONUMENTED BY A #4 REBAR WITH 1" RED PLASTIC CAP SP ILLEGIBLE AT THE WEST END AND A
CONCRETE NAIL WITH A 1" BRASS TAG LS 38479 AT THE EAST END, AS BEARING NORTH 89°49'56"
EAST BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL
ZONE, NORTH AMERICAN DATUM 1983, A DISTANCE OF 848.92 FEET WITH ALL OTHER BEARINGS
CONTAINED HEREIN RELATIVE THERETO.
FLOOD ZONE:
X, AREA OF MINIMAL FLOOD HAZARD AND SPECIAL FLOOD HAZARD AREA, FLOOD ZONE AE WITH
BFE (BASE FLOOD ELEVATION) OR DEPTH DETERMINED, PER FEMA FLOOD MAP 08069C0983H
EFFECTIVE MAY 02, 2012
14
CONSTRUCTION SEQUENCE CHART:
SITE INFORMATION
TOTAL DISTURBED AREA 1.33 AC
TOTAL ON-SITE DISTURBED AREA 0.92 AC
TOTAL OFF-SITE DISTURBED AREA 0.41 AC
TOTAL STAGING/STORAGE AREA STABILIZED STAGING AREA: 2,910.93 SF
STOCKPILE MANAGEMENT AREA: 1,020.13 SF
ESTIMATED % EXPOSED 16%
ESTIMATED % VEGETATIVE 58%
SOIL INFORMATION
HYDROLOGIC SOIL GROUP C: NUNN CLAY AND SATANA LOAM
WITH SHORT PASTURED/LAWN AND GRASSES WITH SHRUBS
AND TREES
GOUNDWATER DEPTH HIGHEST RECORDED DEPTH FROM EXISTING GRADE: 7.1'
LOWEST RECORDED DEPTH FROM EXISTING GRADE: 14.0'
NUMBER OF PHASES 3 PHASES
TOTAL VOLUME OF IMPORT/EXPORT 1,562.62 CUBIC YARDS OF FILL
STEEPEST SLOPE 4:1
RECEIVING WATERS SPRING CREEK
100 YEAR RUNOFF COEFFICIENT
(AFTER CONSTRUCTION)C2 = 0.63 C100 = 0.79
SURFACE COVERAGE
(AFTER CONSTRUCTION)
PAVEMENT AREA = 26,095 SF
ROOF AREA = 3,946 SF
LANDSCAPE AREA = 9,971 SF
(REFER TO LANDSCAPE PLAN BREAKDOWN OF SOD/SEED)36
08/15/2022
T
EV EV
SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSF SFSFSFSF
SFSFSFSF SF SF SF
S
F
SFSF100-YEAR
SPRING CREEK
FLOODPLAINSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF
100-YEAR
SPRING CREEK
FLOODPLAINLODLODLODLODLODLOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LODLODLOD
LODLOD
LODLODLODLODLODLODLODLODLODLODLOD
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 37PH. 2 EROSION CONTROL PLANNOTE:
LEGEND:
LOD
SD SD
SD SD
OWNER/DEVELOPER/APPLICANT:ENGINEER:
SF
DEVELOPER/OWNER'S STATEMENT
EROSION CONTROL NOTES:
--
ENGINEER'S STATEMENT
SWMP ADMINISTRATOR
CONSTRUCTION & EROSION CONTROL SCHEDULE:
C2.8
NGS DESIGNATION "T-402" - PUBLISHED ELEV:4982.93' (NAVD88)
CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)
BENCHMARKS:
BASIS OF BEARINGS:
ASSUMING A PORTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF PROSPECT ROAD, AS
MONUMENTED BY A #4 REBAR WITH 1" RED PLASTIC CAP SP ILLEGIBLE AT THE WEST END AND A
CONCRETE NAIL WITH A 1" BRASS TAG LS 38479 AT THE EAST END, AS BEARING NORTH 89°49'56"
EAST BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL
ZONE, NORTH AMERICAN DATUM 1983, A DISTANCE OF 848.92 FEET WITH ALL OTHER BEARINGS
CONTAINED HEREIN RELATIVE THERETO.
FLOOD ZONE:
X, AREA OF MINIMAL FLOOD HAZARD AND SPECIAL FLOOD HAZARD AREA, FLOOD ZONE AE WITH
BFE (BASE FLOOD ELEVATION) OR DEPTH DETERMINED, PER FEMA FLOOD MAP 08069C0983H
EFFECTIVE MAY 02, 2012
15
CONSTRUCTION SEQUENCE CHART:
SITE INFORMATION
TOTAL DISTURBED AREA 1.33 AC
TOTAL ON-SITE DISTURBED AREA 0.92 AC
TOTAL OFF-SITE DISTURBED AREA 0.41 AC
TOTAL STAGING/STORAGE AREA STABILIZED STAGING AREA: 2,910.93 SF
STOCKPILE MANAGEMENT AREA: 1,020.13 SF
ESTIMATED % EXPOSED 8%
ESTIMATED % VEGETATIVE 92%
SOIL INFORMATION
HYDROLOGIC SOIL GROUP C: NUNN CLAY AND SATANA LOAM
WITH SHORT PASTURED/LAWN AND GRASSES WITH SHRUBS
AND TREES
GOUNDWATER DEPTH HIGHEST RECORDED DEPTH FROM EXISTING GRADE: 7.1'
LOWEST RECORDED DEPTH FROM EXISTING GRADE: 14.0'
NUMBER OF PHASES 3 PHASES
TOTAL VOLUME OF IMPORT/EXPORT 1,562.62 CUBIC YARDS OF FILL
STEEPEST SLOPE 4:1
RECEIVING WATERS SPRING CREEK
100 YEAR RUNOFF COEFFICIENT
(AFTER CONSTRUCTION)C2 = 0.63 C100 = 0.79
SURFACE COVERAGE
(AFTER CONSTRUCTION)
PAVEMENT AREA = 26,095 SF
ROOF AREA = 3,946 SF
LANDSCAPE AREA = 9,971 SF
(REFER TO LANDSCAPE PLAN BREAKDOWN OF SOD/SEED)36
08/15/2022
VAN
11
E PROSPECT RD
S LEMAY AVE2
3
TT
EV EV
SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSF SFSFSFSF
SFSFSFSF SF SF SF
S
F
SFSF100-YEAR
SPRING CREEK
FLOODPLAIN
UNDERGROUND
WATER QUALITY
TREATMENT SYSTEM
(STORM TECH)
100-YEAR
SPRING CREEK
FLOODPLAINLODLODLODLODLODLOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LODLODLOD
LODLOD
LODLODLODLODLODLODLODLODLODLODLOD
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 37PH. 3 & 4 EROSION CONTROL PLAN16
NOTE:
LEGEND:
LOD
SD SD
SD SD
OWNER/DEVELOPER/APPLICANT:ENGINEER:
DEVELOPER/OWNER'S STATEMENT
EROSION CONTROL NOTES:
ENGINEER'S STATEMENT
SWMP ADMINISTRATOR
CONSTRUCTION & EROSION CONTROL SCHEDULE:
C2.9
NGS DESIGNATION "T-402" - PUBLISHED ELEV:4982.93' (NAVD88)
CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)
BENCHMARKS:
BASIS OF BEARINGS:
ASSUMING A PORTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF PROSPECT ROAD, AS
MONUMENTED BY A #4 REBAR WITH 1" RED PLASTIC CAP SP ILLEGIBLE AT THE WEST END AND A
CONCRETE NAIL WITH A 1" BRASS TAG LS 38479 AT THE EAST END, AS BEARING NORTH 89°49'56"
EAST BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL
ZONE, NORTH AMERICAN DATUM 1983, A DISTANCE OF 848.92 FEET WITH ALL OTHER BEARINGS
CONTAINED HEREIN RELATIVE THERETO.
FLOOD ZONE:
X, AREA OF MINIMAL FLOOD HAZARD AND SPECIAL FLOOD HAZARD AREA, FLOOD ZONE AE WITH
BFE (BASE FLOOD ELEVATION) OR DEPTH DETERMINED, PER FEMA FLOOD MAP 08069C0983H
EFFECTIVE MAY 02, 2012
--
CONSTRUCTION SEQUENCE CHART:
SITE INFORMATION
TOTAL DISTURBED AREA 1.33 AC
TOTAL ON-SITE DISTURBED AREA 0.92 AC
TOTAL OFF-SITE DISTURBED AREA 0.41 AC
TOTAL STAGING/STORAGE AREA STABILIZED STAGING AREA: 2,910.93 SF
STOCKPILE MANAGEMENT AREA: 1,020.13 SF
ESTIMATED % EXPOSED 0%
ESTIMATED % VEGETATIVE 27%
SOIL INFORMATION
HYDROLOGIC SOIL GROUP C: NUNN CLAY AND SATANA LOAM
WITH SHORT PASTURED/LAWN AND GRASSES WITH SHRUBS
AND TREES
GOUNDWATER DEPTH HIGHEST RECORDED DEPTH FROM EXISTING GRADE: 7.1'
LOWEST RECORDED DEPTH FROM EXISTING GRADE: 14.0'
NUMBER OF PHASES 3 PHASES
TOTAL VOLUME OF IMPORT/EXPORT 1,562.62 CUBIC YARDS OF FILL
STEEPEST SLOPE 4:1
RECEIVING WATERS SPRING CREEK
100 YEAR RUNOFF COEFFICIENT
(AFTER CONSTRUCTION)C2 = 0.63 C100 = 0.79
SURFACE COVERAGE
(AFTER CONSTRUCTION)
PAVEMENT AREA = 26,095 SF
ROOF AREA = 3,946 SF
LANDSCAPE AREA = 9,971 SF
(REFER TO LANDSCAPE PLAN BREAKDOWN OF SOD/SEED)36
08/15/2022