HomeMy WebLinkAboutFISCHER PROPERTIES - PDP220007 - DOCUMENT MARKUPS - ROUND 3 - RESPONSE TO STAFF REVIEW COMMENTS (3)WEST PROSPECT ROAD SOUTH SHIELDS STREET57' RIGHT-OF-WAY
RESIDENTIAL LOCAL STREET
(WITH PARKWAY)7' PARKING8.5' PARKWAY5' SIDEWALK9' UTILITY
EASEMENT
DRIVE-OVER
CURB & GUTTER
℄
4:1 MAX
30' -
15' -℄7' PARKING8.5' PARKWAY5' SIDEWALK9' UTILITY
EASEMENT
DRIVE-OVER
CURB & GUTTER
4:1 MAX
15' -℄
16' TRAVEL
LANE
C 100COVER SHEET 1
Original Field Survery:
Northern Engineering
Project No. 1382-001
Date: August 07,2017
AUGUST 2022 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAPNORTH
Project Datum: NAVD88
Benchmark PAULUS
On the East edge of a double manhole Type R Inlet, 15 feet South of a concrete multi-use
trail tunnel, 7 feet West of top back of curb near the Southwest corner of Shields St. and
Elizabeth St.
Elevation: 5025.82
Benchmark CSU2
The mark is a standard brass Larimer County geodetic control disk set in 2002, in the
campus of Colorado State University approx. 240.8 feet South from the center line of North
Drive, 46.6 feet Northeast from the edge of CSU Lagoon, 33 feet Southwest from the center
of the delivery road to the University Club and 1.1 feet Southwest from the edge of the
sidewalk.
Elevation: 5006.29
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 unadjusted datum (Prior City of Fort Collins datum) for
their vertical datums.
If NGVD29 unadjusted datum (Prior City of Fort Collins datum) is required for any purpose,
the following equation should be used: NGVD29 = NAVD88 - 3.17'
Basis of Bearings
The East line of the Northeast Quarter of the Southeast Quarter of Section 15, Township 7
North, Range 69 West of the 6th P.M. as bearing South 00° 29' 40" West (assumed).
PROJECT BENCHMARKS:
FISCHER PROPERTIES
PROJECT TEAM:
OWNER/APPLICANT
SHEET INDEX
A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
FIELD SURVEY BY:
TYPICAL SECTIONS
1 C 100 COVER SHEET
2 C 101 GENERAL & CONSTRUCTION NOTES
3 C 200 EXISTING CONDITIONS & DEMOLITION PLAN
4 C 300 CIVIL SITE PLAN
UTILITY SHEETS
5 C 400 OVERALL UTILITY PLAN
6-7 C 401-C 402 UTILITY PLAN
GRADING SHEETS
8 C 500 OVERALL GRADING PLAN
9-10 C 501-C 502 GRADING PLAN
ROADWAY SHEETS
11 C 600 LAKEWOOD DRIVE PLAN & PROFILE
12 C 601 WESTWARD DRIVE RIGHT FLOWLINE - PLAN & PROFILE
13 C 602 DEL MAR STREET RIGHT FLOWLINE - PLAN & PROFILE
14 C 603 DEL MAR STREET & LAKEWOOD DRIVE INTERSECTION DETAIL
DRAINAGE SHEETS
15 C 700 HISTORIC DRAINAGE EXHIBIT
16 C 701 DRAINAGE EXHIBIT
UTILITY PLANS FOR
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.before you dig.Call
R
SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 16
APPROVED:
City Engineer:Approved Sheets Date
Water & Wastewater Utility Approved Sheets Date
Stormwater Utility Approved Sheets Date
Park Planning and Development Approved Sheets Date
Traffic Operations Approved Sheets Date
Environmental Planner Approved Sheets Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
APPROVED:
APPROVED:
APPROVED:
APPROVED:
PROJECT
LOCATION
Ripley Design, Inc.
Russ Lee, President
419 Canyon Avenue, Suite 200
Fort Collins, CO. 80521
(970) 224-5828
Northern Engineering Services, Inc.
Danny Weber, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
E N G I N E E R N GI
EHTRON RN
E N G I N E E R N GI
EHTRON RN
PLANNER/
LANDSCAPE ARCHITECT
SITE ENGINEER
SURVEYOR
■ land planning ■ landscape architecture ■■ urban design ■ entitlement ■
Erik Fischer
125 S. Howes Street, Suite 900
Fort Collins, CO 80521
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS-----------------Xcel Energy----------------------------- Pat Kreager (970) 225-7840
ELECTRIC-------- City of Fort Collins Light & Power-- Cody Snowdon (970) 416-2306
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Heidi Hansen (970) 221-6854
WASTEWATER--City of Fort Collins Utilities----------- Heidi Hansen (970) 221-6854
STORMWATER- City of Fort Collins Utilities----------- Heidi Hansen (970) 221-6854
Additional Survery:
Northern Engineering
Project No. 1382-002
Date: March 23, 2022
X X X XXXXX
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DS
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ON
/ / / / / / / /PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8"
WATER MAIN
CONNECT TO EXISTING
4" WATER MAIN
CONNECT TO EXISTING
6" WATER MAIN
RAIN GARDEN
BIOMEDIA AREA
PROPOSED
DETENTION POND 3
4" UNDERDRAIN
30' SANITARY
SEWER
EASEMENT
PROPOSED
STORM DRAIN
PROPOSED STORM DRAINPROPOSED STORMTECH
CHAMBERS
UNDERGROUND DETENTION POND 2
PROPOSED
FIRE HYDRANT
PROPOSED
SIDEWALK CULVERT
PROPOSED
SANITARY SERVICE
PROPOSED
FIRE SERVICE
PROPOSED
WATER
METER
PROPOSED
FIRE HYDRANT
CONNECT TO EXISTING
STORM DRAIN
9' DRAINAGE &
UTILITY
EASEMENT
5' UTILITY
EASEMENT SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
DEL MAR STREETLAKEWOOD DRIVE
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK6' SIDEWALK6' SIDEWALK
7' SIDEWALK
5' SIDEWALK
6' SIDEWALK30'
FL-FL57' ROW5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT
9' UTILITY EASEMENT
PROPOSED
FIRE HYDRANT
EXISTING
ELECTRIC LINE
EXISTING
CABLE TV LINE
PROPOSED 2' SIDEWALK
CULVERT (TYP.)
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
DETENTION
POND 1
CONNECT TO
REPLACED
8" SANITARY
SEWER
LOT 3
LOT 7
LOT 4
LOT 1 LOT 2
LOT 6
LOT 9 LOT 8
LOT 5
BLOCK 1
BLOCK 1
TRACT B
AE,DE,UE
EXISTING 8" CLAY
SANITARY SEWER
TO BE REPLACED IN PLACE
EXISTING 8" CLAY
SANITARY SEWER
EXISTING 6" CAST
IRON WATER
EXISTING 6" CAST
IRON WATER MAIN
EXISTING 15" PVC
SANITARY SEWER
EXISTING 21" RCP
STORM DRAIN
EXISTING
GAS LINE
EXISTING 10" CLAY
SANITARY SEWER
EXISTING 6"
CAST IRON
WATER MAIN
EXISTING
GAS LINEEXISTING
ELECTRIC
LINE
EXISTING 24" RCP
STORM DRAIN
EXISTING 18" RCP
STORM DRAIN
EXISTING 4" CAST
IRON WATER MAIN
EXISTING 8" CLAY
SANITARY SEWER
EXISTING 8" CLAY
SANITARY SEWER TO BE REPLACED IN PLACE
PROPOSED 2'
CONCRETE PAN
PROPOSED ROOF
DRAIN (TYP.)
OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: MARX,
NICHOLAS J./ JILL B.
JARVIS
1209 WESTWARD DR.
OWNER: GRIFFITHS,
THOMAS
1213 WESTWARD DR.
OWNER: WAYFARE HOME
RENTAL, LLC.
1217 WESTWARD DR.
OWNER: BOWEN,
ZACHARY H.
1200 DEL MAR ST.
OWNER: LAJEUNESSE,
ROBERT M./ IRINA V.
1220 SPRINGFIELD DR.
OWNER: MIRANDA, JOHN
E./ YVONNE C.
1212 SPRINGFIELD DR.
OWNER: MARTINO, MARY
K.
1208 SPRINGFIELD DR.
OWNER: RIEUX SYLVIA
MARIANNE TRUST
1204 SPRINGFIELD DR.
OWNER: JRB HOLDINGS,
LLC.
1200 SPRINGFIELD DR.
OWNER: CARLSON, BEVERLY A.
1301 S. SHIELDS ST.
APPROXIMATE LOCATION
CONNECT TO EXISTING
3-PHASE POWER
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
CONNECT TO EXISTING
STORM DRAIN
6' SIDEWALK
6' SIDEWALK6' SIDEWALK30' SANITARY
SEWER
EASEMENT
TRACT A
AE,DE,UE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
C 400OVERALL UTILITY PLAN 5
SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 16
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON
THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3. ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST
EDITION.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. ALL WATERLINES SHALL HAVE A 4.5'-5' FROM FINISHED GRADE TO TOP OF PIPE.
6. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10. ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO
14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11. ALL WATER SERVICES SHALL BE
34" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
RAIN GARDEN BIOMEDIA AREA
C 402
C 401
X X X X X X X XXX X XXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXX
CCCC
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CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV
CTV CTV CTV CTV
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CTVOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHUOHU OHU
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S / / / / / / / // / / / / / / // / / / / / / /GGGGGGGGGGEEEEEEEEEUDUDUDUDUDUDUDUDPROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
WATER MAIN
CONNECT TO EXISTING
4" WATER MAIN
RAIN GARDEN
BIOMEDIA AREA
PROPOSED
DETENTION POND 1
PROPOSED
UNDERDRAIN
30' SANITARY SEWER
EASEMENT
CONNECT TO REPLACED
8" SANITARY SEWER
PROPOSED
FIRE HYDRANT
5' UTILITY
EASEMENT
5' UTILITY
EASEMENT
DEL MAR STREETLAKEWOOD DRIVE
5' SIDEWALK
5' SIDEWALK 6' SIDEWALK30'
FL-FL57' ROW
PROPOSED
FIRE HYDRANT
LOT 3
LOT 7
LOT 4
LOT 1 LOT 2
LOT 6
LOT 9 LOT 8
LOT 5
9' UTILITY EASEMENT
9' UTILITY EASEMENT RAINGARDEN ABLOCK 1
BLOCK 1
PROPOSED 2'
CONCRETE PAN
EXISTING 4"
CAST IRON
WATER LINE
RAIN GARDEN
BIOMEDIA AREA
3' DRAINAGE
EASEMENT (TYP.)
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED
STORM DRAIN
PROPOSED 2'
CONCRETE PAN
PROPOSED POND
OUTLET STRUCTURE
EXISTING
ELECTRIC LINE
EXISTING 8" CLAY
SANITARY SEWER TO BE REPLACED IN PLACE
EXISTING
GAS LINE
EXISTING 4" CAST
IRON WATER MAIN
EXISTING 8" CLAY
SANITARY SEWER
EXISTING 8" CLAY
SANITARY SEWER
TO BE REPLACED IN PLACE
OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: MARX, NICHOLAS J./
JILL B. JARVIS
1209 WESTWARD DR.
OWNER: GRIFFITHS, THOMAS
1213 WESTWARD DR.
OWNER: WAYFARE HOME RENTAL, LLC.
1217 WESTWARD DR.
OWNER: BOWEN, ZACHARY H.
1200 DEL MAR ST.
OWNER: LAJEUNESSE,
ROBERT M./ IRINA V.
1220 SPRINGFIELD DR.
OWNER: MIRANDA, JOHN E./
YVONNE C.
1212 SPRINGFIELD DR.
OWNER: MARTINO, MARY K.
1208 SPRINGFIELD DR.
OWNER: RIEUX SYLVIA MARIANNE
TRUST
1204 SPRINGFIELD DR.
OWNER: JRB HOLDINGS, LLC.
1200 SPRINGFIELD DR.
±39'
FL-FL
60' ROW
5' SLOPE EASEMENT
PROPOSED 2'
SIDEWALK CULVERT
TRACT A
AE,DE,UE
30' SANITARY SEWER
EASEMENT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET C 402C 401UTILITY PLAN 6
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 16
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON
THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3. ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST
EDITION.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. ALL WATERLINES SHALL HAVE A 4.5'-5' FROM FINISHED GRADE TO TOP OF PIPE.
6. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10. ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO
14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11. ALL WATER SERVICES SHALL BE
34" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
RAIN GARDEN BIOMEDIA AREA
C 402
C 401
X X X X XXXXXX X X
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CTV
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CONNECT TO EXISTING
6" WATER MAIN
RAIN GARDEN
BIOMEDIA AREA
PROPOSED
DETENTION POND 1
PROPOSED
DETENTION
POND 1
30' SANITARY SEWER
EASEMENT
CONNECT TO REPLACED
8" SANITARY SEWER
PROPOSED
STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED STORMTECH
CHAMBERS
PROPOSED
SANITARY SERVICE
PROPOSED
FIRE SERVICE
PROPOSED
WATER METER
PROPOSED
FIRE HYDRANT
CONNECT TO EXISTING
STORM DRAIN SOUTH SHIELDS STREETWESTWARD DRIVE
6' SIDEWALK6' SIDEWALK6' SIDEWALK
7' SIDEWALK
5' SIDEWALK
6' SIDEWALKLOT 1
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED
STORM DRAIN
PROPOSED UNDERDRAIN
PROPOSED 2'
CONCRETE PAN
PROPOSED POND
OUTLET STRUCTURE
DRAINAGE
EASEMENT
PROPOSED 2'
CONCRETE PAN
PROPOSED POND
OUTLET STRUCTURE
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
EXISTING 8" CLAY
SANITARY SEWER TO BE REPLACED IN PLACE
EXISTING 8" CLAY
SANITARY SEWER
EXISTING 6" CAST
IRON WATER
EXISTING 15" PVC
SANITARY SEWER
EXISTING 21" RCP
STORM DRAIN
EXISTING
GAS LINEEXISTING
ELECTRIC
LINE
EXISTING 18" RCP
STORM DRAIN
OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: CARLSON, BEVERLY A.
1301 S. SHIELDS ST.
26' EMERGENCY
ACCESS
EASEMENT
PROPOSED
ROOF DRAIN
±37'
FL-FL 60' ROW
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
APPROXIMATE LOCATION
CONNECTION TO 3-PHASE
POWER AT CORNER OF
SPRINGFIELD DRIVE &
SHIELDS STREET
PROPOSED
FDC
PROPOSED 2'
SIDEWALK CULVERT
DRAINAGE
EASEMENT
DRAIN BASIN w/ 100-YR WEIR
DRAIN BASIN w/ WQ WEIR
CONNECT TO EXISTING
STORM DRAIN
PROPOSED CULVERT
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
ISOLATOR ROWS
30' SANITARY SEWER
EASEMENT
PROPOSED
UNDERGROUND DETENTION
POND 2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET C 401 C 402UTILITY PLAN 7
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 16
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON
THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3. ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST
EDITION.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. ALL WATERLINES SHALL HAVE A 4.5'-5' FROM FINISHED GRADE TO TOP OF PIPE.
6. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10. ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO
14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11. ALL WATER SERVICES SHALL BE
34" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
RAIN GARDEN BIOMEDIA AREA
C 402
C 401
NYLOPLASTDO NOT
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DRAINS TOWATERWA
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NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWA
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S DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONUDUDUDUDDS
DS
DS
DS
DS DS
DS
DS
DS
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DS
DS DS
DS
DS
DS
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X X X XXXXX
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D
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STSTSTSTSTSTSTSTSTSTSTSTSTS
T STD
D
/ / / / / / / /SOUTH SHIELDS STREETSPRINGFI
E
L
D
D
RI
V
E
WESTWARD DRIVE
DEL MAR STREETLAKEWOOD DRIVE
5' SIDEWALK
5' SIDEWALK
8.5' PARKWAY
8.5' PARKWAY 6' SIDEWALK6' SIDEWALK6' SIDEWALK
6' SIDEWALK
5' SIDEWALK
6' SIDEWALK30'
FL-FL57' ROW
RAIN GARDEN
BIOMEDIA AREA
DETENTION POND 3
DETENTION POND 1
5' SIDEWALK5' SIDEWALKPROPOSED 4'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
AREA DRAIN
PROPOSED
STORM INLET
PROPOSED
CURB INLET
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 3
LOT 7
LOT 4
LOT 1 LOT 2
LOT 6
LOT 9 LOT 8
LOT 5
TRACT B
AE,DE,UE
EXISTING 18"
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED
STORMTECH
CHAMBERS
UNDERGROUND
DETENTION POND 2
FFE=32.92
OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: MARX,
NICHOLAS J./ JILL B.
JARVIS
1209 WESTWARD DR.
OWNER: GRIFFITHS,
THOMAS
1213 WESTWARD DR.
OWNER: WAYFARE HOME
RENTAL, LLC.
1217 WESTWARD DR.
OWNER: BOWEN,
ZACHARY H.
1200 DEL MAR ST.
OWNER: LAJEUNESSE,
ROBERT M./ IRINA V.
1220 SPRINGFIELD DR.
OWNER: MIRANDA, JOHN
E./ YVONNE C.
1212 SPRINGFIELD DR.
OWNER: MARTINO, MARY
K.
1208 SPRINGFIELD DR.
OWNER: RIEUX SYLVIA
MARIANNE TRUST
1204 SPRINGFIELD DR.
OWNER: JRB HOLDINGS,
LLC.
1200 SPRINGFIELD DR.
OWNER: CARLSON, BEVERLY A.
1301 S. SHIELDS ST.
± 37'
FL-FL EXISTING
60' ROW
EXISTING ±64'
FL-FL
±40'
FL-FL
60' ROW
40'
FL-FL
EXISTING
±50' HALF ROW
PROPOSED MULTI-FAMILY
BUILDING
PROPOSED
CURB INLET
PROPOSED
CURB INLET
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.before you dig.Call
R
C 500OVERALL GRADING PLAN 8
SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 16
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5. LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45)EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
RAIN GARDEN BIOMEDIA AREA
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
C 502C 501
X X X X X X X XXX X XXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDUDUD32
.
4
036.6130.28
31.6630.8930.9031.0931.2131.6732
.
4
231.6731.79 31.6431.800.6%
3.2%2.5%0.5%0.2%2.9%DEL MAR STREETLAKEWOOD DRIVE
5' SIDEWALK
5' SIDEWALK
8.5' PARKWAY
8.5' PARKWAY 5' SIDEWALK1.3%
LOT 3
LOT 7
LOT 4
LOT 1 LOT 2
LOT 6
LOT 9 LOT 8
LOT 5
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
PROPOSED
DETENTION POND 3 RAINGARDEN A(35.22)(3
4
.
3
9
)(33.70)32.90
33.9134.3035.63
35.6434.303
3
.
9
1
32.92
(35.24)(35.85)(3
6
.
5
9
)(37.66)(3
8
.
8
5
)
31.26
31.23
31.43
BLOCK 1
BLOCK 1
RAIN GARDEN
BIOMEDIA AREA
PROPOSED 2'
CONCRETE PAN
30'
FL-FL57' ROW
30' SANITARY
SEWER
EASEMENT
5' UTILITY
EASEMENT
5' UTILITY
EASEMENT
3' DRAINAGE
EASEMENT (TYP.)
PROPOSED 2'
CONCRETE PAN
PROPOSED POND
OUTLET STRUCTURE
PROPOSED 2'
SIDEWALK CULVERT
6" RIBBON CURB
RAIN GARDEN
BIOMEDIA AREA(36.33)(3
5
.
7
8
)
(4
0
.
8
2
)
(35.
0
1
)(33.39)(33.90)31.9331.1331.6030
.
9
7
31.4631.3931.2431.2931.45(33.35)(36.90)37.0138.1637.5936.0735.5933
.
3
0
33.9232.54
32.44
32.4733.3033.9338.0039.0
9
30.2
8 30.2831
.
1
7
26.8326.9927.2732.1932.1631.5630.2830.3130.31 30.3131.8530.313
0
.
3
1
RAINGARDEN A31.12OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: MARX, NICHOLAS J./
JILL B. JARVIS
1209 WESTWARD DR.
OWNER: GRIFFITHS, THOMAS
1213 WESTWARD DR.
OWNER: WAYFARE HOME RENTAL, LLC.
1217 WESTWARD DR.
OWNER: BOWEN, ZACHARY H.
1200 DEL MAR ST.
OWNER: LAJEUNESSE, ROBERT M./
IRINA V.
1220 SPRINGFIELD DR.
OWNER: MIRANDA, JOHN E./
YVONNE C.
1212 SPRINGFIELD DR.
OWNER: MARTINO, MARY K.
1208 SPRINGFIELD DR.
OWNER: RIEUX SYLVIA MARIANNE
TRUST
1204 SPRINGFIELD DR.
OWNER: JRB HOLDINGS, LLC.
1200 SPRINGFIELD DR.
±39'
FL-FL
60' ROW
31.0
8
32.3226.98
32
.
1
7
3
2
.
5
9
31.68
27.380.5%0.5%
26.88
0.6%
PROPOSED 2'
SIDEWALK CULVERT
1.0%3.5%0.5%0.5%0.5%2.0%
2.0%0.5%2.0%2.1%1.6%1.0%30.3131.7231.6231.9032.0032.0732.0331.4
131.5031.8831
.
7
931.7131.762.2%
0
.
5%
0.5
%
2.6%0.6%31.500.5%31.59PROPOSED 2'
SIDEWALK CULVERT
31.1131.02
30.9832.1731.96
32.04 30.8731.2131.3
1
30.2
8 30.2831.3131.16
27.5127.5132.8032.76
33.2629.2028.6427.5927.7927.1734.1435.1735.3334.1934.1234.0433.7527.6227.1526.8527.65SLOPE
EASEMENT 31.8132
.
0
132.1032.0032.0231.9731.8531
.
2
3
2.7%2.0%2.6%2.8%2.1%
2.1%
1.9%2.1%2.3%2.3%
2.0%
2.2%2.
8
%2.5%4.8%
2.8
%5.6%4:
1
6:1
4:16:
15:15:14:1 4:1
4:1
4:1
4:1 4:1
4:18:16:11.0%6' SIDEW
AL
K
6' SIDEWALK
TRACT A
AE,DE,UE
TRACT A
AE,DE,UE 0.8%0.
6%0.5%2.4%2.1%1.1%31
.
4
6
PROPOSED
SIDEWALK CULVERT
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.before you dig.Call
R MATCH LINE - SEE SHEET C 502C 501GRADING PLAN 9
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 16
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5. LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45)EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
RAIN GARDEN BIOMEDIA AREA
C 502
C 501
X X X X XXXXXX X X
XXXXXXXXXXXXXXD
D
D
D
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS
T
ST
FDC
NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONUDUDUD UD
UD UD UD UD UD UD UD
UD UD
NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPL
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NUDUDUDUDUD DS
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DS
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DS DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS DS DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
NYLOPLAS
TDO NO
T
P
OL
LU
TEDRAIN
S
TOWATER
WA
YS
DO NO
T
P
OL
L
UT
E
D
RA
I
NS
TO
W
A
TE
RW
AY
S
NYLO
P
LA
ST
DU
C
TI
L
E
I
RO
N
31.6630.8930.9031.0931.2131.6731.4731.003
1
.
3
9 31.063
1
.
1
7
31.6332
.
4
231.6731.79 31.6431.803
1
.
4
9
28.210.6%
3.2%2.5%0.6%2.9%0.5%0.5%0.5%0.2%1.0%2.1%2.4%2.1%2.9%SOUTH SHIELDS STREETWESTWARD DRIVE
5' SIDEWALK6' SIDEWALK6' SIDEWALK
7' SIDEWALK
5' SIDEWALK
6' SIDEWALK27.87(27.62)(31.13)30.350.8%1.4%1.3%
0.6%0.5%PROPOSED
DETENTION
POND 1
31
.
0
4
31.04
31.10
31.1030.55
30.55
30.80
30.85
31.26
31.23
31.43
31.23
31.23
31.51
31.48
30.9
031.7630
.
9
6
30
.
9
8
TRACT B
AE,DE,UERAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
STORM INLET
PROPOSED
CURB INLETPROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORMTECH
CHAMBERS
UNDERGROUND
DETENTION
POND 2
DRAINAGE
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
30' SANITARY
SEWER
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
PROPOSED 2'
CONCRETE PAN
PROPOSED POND
OUTLET STRUCTURE
RAIN GARDEN
BIOMEDIA AREA
PROPOSED POND
OUTLET STRUCTURE
26' EMERGENCY
ACCESS
EASEMENT
CONNECT TO EXISTING
STORM DRAIN
EXISTING 21" RCP
STORM DRAIN
EXISTING 18" RCP
STORM DRAIN
PROPOSED
TRASH ENCLOSURE
FFE=32.92
26' EMERGENCY ACCESS
EASEMENT BY
SEPARATE DOCUMENT
(33.39)(3
3
.
9
0
)(30.65)(30.53)27.71
27.90
28.09
(28.12)(28.60)(29.00)(29.50)(30.43)30.74
30
.
7
330.6831.3031.4231.9331.1331.6030
.
9
7
31.4631.2531.3931.2431.2931.4531.2
431.4131.6431.8531.9931.6530.89
30.9
8
31.37
32.14(3
3
.
3
5
)30.2831
.
1
7
26.8332.1932.1630.6630.6331.5630.2830.3131.8530.3110.3%0.5%29.7632.7332.3732.9231.040.5%OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: CARLSON, BEVERLY A.
1301 S. SHIELDS ST.
±37'
FL-FL 60' ROW
PROPOSED
ROOF DRAIN (TYP.)
BIKE BARN
(RE: LANDSCAPE)
BIKE BARN
(RE: LANDSCAPE)31.4031.6529.8131.8631.8431.4431.3830.7632.2532.25 32.2532.2532.0532.2531.5231.0629.1629.4330.5931.3431.9232.1227.520.5%31.7532.0831.2531.3227
.
7
030.4730.9430.4530.6431.2332.2532.0432.9231.7932.2231.5232.2531.4132.2531.2832.2431.3432.0331.5631.1431.0831.1231.0
8
31.0531.4
0
31.3
1
31.1031.7831
.
9
731.9231.7232.9232.2531.8331.0031.6431.4631.1231.9631.7631.6431.3531.4631.4831.5
331.2731.3232.3226.98
32.173
2
.
5
9
31.68
27.3826.88
0.6%
PROPOSED 2'
SIDEWALK CULVERT
1.0%3.5%0.5%0.5%0.5%2.0%
2.0%0.5%2.0%2.1%1.6%1.0%30.3131.7231.6231.9032.0032.0732.0331.4
131.5031.8831
.
7
931.7131.762.2%
0
.
5%
0.5
%
2.6%0.6%31.50
30.26
30.830.8%0.5%31.0331.3630.6230.700.5%PROPOSED 2'
SIDEWALK CULVERT
31.1130.6330.3630.2031.1631.6631.1631.3431.0230.10
29.1129.1127.9928.2328.2
3
28.4
8 28.4830.9130.9128
.
2
4
28.0830.8631.0530.7731.0530.8429.5228.8230.6727.97
28.1
4
31.3430.9130.590.8%30.9130.7531.1331.1331.4431.3631.8932.2531
.
6
631.250.5%1.5%1.5%
31.02
30
.
9
8
32.04 30.8730.2831.3131.16
34.1934.1234.0433.7527.6227.1526.8527.6531.8132
.
0
1
32
.
1
0 32.0032.0231.9731.8531
.
2
3
2.7%2.0%2.6%2.8%2.1%
2.1%
1.9%2.1%2.3%2.3%
2.0%
2.2%2.8%2.5%2.8%1.
6%1.6%1.8%2.2%2.1%1.6%3.4%
2.4%2.0%2.1%5.6%6:
15:15:14:1
4:1
4:1 6:14:14:18:14:1
4:1
4:1
4:1
5:1
5:1
10:1
9:1
8:14:16:1
5:1 4:1
4:1
7:1
6:15:16:17.9%6:1
31
.
7
431.4531
.
6
531.9931.58
31
.
2
91.0%1.0%6' SIDEWALK
0.8%0.
6%0.5%2.4%2.1%1.1%31
.
4
6
PROPOSED
CURB INLET
PROPOSED
CURB INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
31.25PROPOSED
AREA INLET
PROPOSED 2'
CONCRETE PAN32.921.0%0.7%31.5732.252.0%2.3%32.8232.3432.331.5%1.5%3.2%
2.0%
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 16
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.before you dig.Call
R
C 502GRADING PLAN 10MATCH LINE - SEE SHEET C 501 PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5. LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45)EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
RAIN GARDEN BIOMEDIA AREA
C 502
C 501
X X X XXXXX
XXXXXXXXXXX
XXXXXXXXX X X XD
D
D
D
D
D
STSTSTSTSTSTSTSTSTSTSTSTSTS
T STF.O.
F.O.
D
D
/ / / / / / / /0.52 ac.
OS-2
GGGGGGGGT
T G G G G
E
E E E E E E E
E
EEEEEEEEEE E
EEEE
FDC
EEEEENYLOPLASTDO NOT
P
O
L
L
U
T
E
DRAINS TOWATERWA
Y
S
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
D
U
C
T
I
L
E
I
R
O
N
UDUD
UD UD UD
UD
NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWA
Y
S DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONUDUDUDUDDS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS DS DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
NYLOP
L
AS
T
DO NOT PO
L
L
UT
EDRAINS TO
WATERW
A
YS
DO NOT PO
L
L
U
TE
D
RA
I
N
S
TO
W
A
TE
R
W
A
YS
NYLOPLAS
T
D
U
C
T
I
LE
I
R
ON
/ / / / / / / /2.24 ac.
200
100
2.31 ac.
300
0.40 ac.
OS-3 0.93 ac.
OS-4
0.13 ac.
OS-1
200
300
STORMTECH
CHAMBERS 2
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED 2'
CONCRETE
PAN
PROPOSED 2'
CONCRETE PAN
OS-2
OS-1
OS-3
OS-4
PROPOSED
UNDERDRAIN
PROPOSED
SIDEWALK
CULVERT
PROPOSED
UNDERDRAIN
5' SIDEWALK
5' SIDEWALK
SOUTH SHIELDS STREETSPRING
FI
E
L
D
D
RI
V
E
WESTWARD DRIVE
DEL MAR STREETLAKEWOOD
DRIVE
EXISTING
STORM DRAIN
EXISTING STORM
DRAIN
9' UTILITY EASEMENT
9' UTILITY EASEMENT
DETENTION POND 3 EXISTING 24"
STORM DRAIN
LOT 3
LOT 4
LOT 1 LOT 2
LOT 5
LOT 7
LOT 6
LOT 9 LOT 8
BLOCK 1
BLOCK 1
TRACT B
AE,DE,UE
6' SIDEWALK
5' SIDEWALK
6' SIDEWALK30'
FL-FL57' ROW
OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: MARX,
NICHOLAS J./ JILL B.
JARVIS
1209 WESTWARD DR.
OWNER: GRIFFITHS,
THOMAS
1213 WESTWARD DR.
OWNER: WAYFARE HOME
RENTAL, LLC.
1217 WESTWARD DR.
OWNER: BOWEN,
ZACHARY H.
1200 DEL MAR ST.
OWNER: LAJEUNESSE,
ROBERT M./ IRINA V.
1220 SPRINGFIELD DR.
OWNER: MIRANDA, JOHN
E./ YVONNE C.
1212 SPRINGFIELD DR.
OWNER: MARTINO, MARY
K.
1208 SPRINGFIELD DR.
OWNER: RIEUX SYLVIA
MARIANNE TRUST
1204 SPRINGFIELD DR.
OWNER: JRB HOLDINGS,
LLC.
1200 SPRINGFIELD DR.
OWNER: CARLSON, BEVERLY A.
1301 S. SHIELDS ST.
100-YR WSEL
100-YR WSEL
0.84 ac.
100
PROPOSED 2'
CONCRETE PAN
0.04 ac.
OF-2
0.23 ac.
OF-1
DETENTION POND 1
UNDERGROUND
DETENTION POND 2.
RAIN GARDEN A
LID VOL. = 2,152 CU.FT.
LID WSEL = 5031.31
OF
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 16
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION 11
NOTES:
1. REFER TO THE PRELIMINARY DRAINAGE REPORT FOR FISCHER PROPERTIES BY
NORTHERN ENGINEERING, DATED AUGUST 24, 2022 FOR ADDITIONAL INFORMATION.
A
LEGEND:
C 701DRAINAGE EXHIBIT 16
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
Rational Flow Summary | Developed Basin Flow Rates
BASIN
TOTAL
AREA
(acres)
Tc2
(min)
Tc100
(min)
C2 C100
Q2
(cfs)
Q100
(cfs)
100 0.60 6.9 6.9 0.63 0.69 0.99 3.76
200 1.83 5.0 5.0 0.83 0.89 4.33 16.20
300 2.64 6.5 6.5 0.61 0.70 4.18 16.74
OF-1 0.23 7.4 7.4 0.33 0.39 0.19 0.77
OF-2 0.04 5.0 5.0 0.70 0.75 0.08 0.31
OS-1 0.13 5.0 5.0 0.81 0.86 0.31 1.13
OS-2 0.52 10.8 10.8 0.44 0.50 0.49 1.96
OS-3 0.40 8.8 8.8 0.43 0.49 0.40 1.60
OS-4 0.93 10.4 10.4 0.33 0.39 0.68 2.79
POND SUMMARY TABLE
Pond ID
Extended
Detention
WQCV (CF) LID WQCV (CF)
100-Yr.
Detention Vol.
(CF)
Total Volume
(CF)
100-Yr.
Detention
WSEL(Ft)
Peak Release
(cfs)
Pond 1 546.00 N/A 2,832.00 3,378.00 5,030.03 0.40Pond 2 N/A 2,209.00 9,843.00 12,052.00 5,029.40 1.99Pond 3 N/A 2,213.00 16,562.00 18,775.00 5,031.27 1.10
LID Site Summary - New Impervious Area
Total Area of Current Development 232,598 ft2
Total On-site Impervious Area 143,631 ft2
75% Required Minimum Area to be Treated by LID 107,723 ft2
Total On-site Impervious Area Treated by LID 127,813 ft2
Percent On-site Impervious Treated by LID 88.99%
Additional Off-site Impervious Area Treated by LID 9,176 ft2
Percent Total Impervious Area Treated by LID 95.38%
Total Impervious Area Treated by Traditional WQ 13,385 ft2
Percent Impervious Treated by Traditional Water Quality 9.32%
Percent Impervious Area Treated by Traditional WQ or LID 104.70%