HomeMy WebLinkAboutFISCHER PROPERTIES - FDP230010 - DOCUMENT MARKUPS - ROUND 1 - UTILITY PLANS (2)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
OCTOBER 2022 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
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
8 C403 SANITARY LINE A PLAN & PROFILE
GRADING SHEETS
9 C 500 OVERALL GRADING PLAN
10-11 C 501-C 502 GRADING PLAN
ROADWAY SHEETS
12 C 600 LAKEWOOD DRIVE PLAN & PROFILE
13 C 601 WESTWARD DRIVE RIGHT FLOWLINE - PLAN & PROFILE
14 C 602 DEL MAR STREET RIGHT FLOWLINE - PLAN & PROFILE
15 C 603 DEL MAR STREET & LAKEWOOD DRIVE INTERSECTION DETAIL
DRAINAGE SHEETS
16 C 700 HISTORIC DRAINAGE EXHIBIT
17 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 CONSTRUCTIONof 17REVIEW SETAPPROVED:
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 R N
E N G I N E E R N GI
EHTRON R N
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
City of Fort Collins Construction Inspection Manager Ken Zetye kzetye@fcgov.com
Additional Survery:
Northern Engineering
Project No. 1382-002
Date: March 23, 2022
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////X X X XXXXX
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W
W
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W
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F.O.
D
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CSCS
CABLE
FO
FO
FOEXISTING FENCE
TO BE REMOVED (TYP.)
EXISTING GATE
TO BE REMOVED (TYP.)
EXISTING GATE
TO BE REMOVED (TYP.)
EXISTING TREE
TO BE REMOVED (TYP.)
EXISTING BUILDINGS
TO BE REMOVED (TYP.)
EXISTING SHRUB
TO BE REMOVED (TYP.)
±400 LF EXISTING HOLLYWOOD CURB, GUTTER,
& ATTACHED SIDEWALK TO BE REMOVED
EXISTING WATER SERVICE
TO BE REMOVED AND
ABANDONED AT MAIN
EXISTING WATER SPIGOT
TO BE REMOVED (TYP.)
EXISTING GRAVEL DRIVE
TO BE REMOVED (TYP.)
EXISTING UTILITY POLE
TO BE REMOVED (TYP.)
EXISTING NATURAL GAS LINE
TO BE REMOVED
EXISTING WATER SERVICE
TO BE REMOVED (TYP.)
EXISTING NATURAL GAS LINE
TO BE REMOVED
±279 LF EXISTING HOLLYWOOD CURB, GUTTER,
& ATTACHED SIDEWALK TO BE REMOVED
SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
DEL MAR STREETLAKEWOOD
DRIVE
EXISTING DRIVEWAY APPROACHES
TO BE REMOVED
EXISTING UTILITY EASEMENT
TO BE VACATED (TYP.)
EXISTING UTILITY EASEMENT
TO BE VACATED (TYP.)
EXISTING LOT LINE
TO BE VACATED (TYP.)
±522 LF EXISTING 8" CLAY
SANITARY SEWER
TO BE ABANDONED IN PLACE
EXISTING 8" CLAY
SANITARY SEWER
TO REMAIN
EXISTING 6" CAST IRON
WATER MAIN TO BE RELOCATED
BY THE CITY OF FORT COLLINS
EXISTING 6"
CAST IRON WATER
MAIN TO REMAIN
EXISTING 15" PVC SANITARY
SEWER TO REMAIN
EXISTING 21" RCP STORM
DRAIN TO REMAIN
EXISTING
GAS LINE
EXISTING
ELECTRIC
LINE
EXISTING 10" CLAY
SANITARY SEWER
EXISTING
ELECTRIC
EXISTING 6"
CAST IRON
WATER MAIN
TO REMAIN
EXISTING
GAS LINE
EXISTING
GAS LINE
EXISTING
ELECTRIC
LINE
EXISTING
STORM
DRAIN
EXISTING
FENCE EXISTING 24" RCP STORM
DRAIN TO REMAIN
EXISTING 18" RCP
STORM DRAIN TO REMAIN
EXISTING 40'
FL-FL
EXISTING
60' ROW
EXISTING ±64'
FL-FL
PROPOSED
SAWCUT (TYP.)
EXISTING 60' ROW
TO BE VACATED
PROPOSED
SAWCUT (TYP.)
EXISTING 6" CAST
IRON WATER MAIN
TO RELOCATED BY THE
CITY OF FORT COLLINS
EXISTING 8" CLAY
SANITARY SEWER
TO REMAIN
EXISTING FIRE HYDRANT
TO BE REMOVED BY OTHERS
EXISTING ±39'
FL-FL
EXISTING
60' ROW EXISTING SECTION LINE
EXISTING 3' ATTACHED SIDEWALK
EXISTING HOLLYWOOD
CURB, GUTTER, & WALK
EXISTING 3' ATTACHED
SIDEWALK
EXISTING 6' ATTACHED
SIDEWALK40' FL-FLOWNER: 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.
LOT 17LOT 18LOT 19LOT 20LOT 21
LOT 39LOT 38LOT 37LOT 36LOT 34 LOT 35
LOT 40LOT 41LOT 42LOT 43
LOT 45 LOT 44
LOT 63LOT 62LOT 61LOT 60LOT 58 LOT 59
EXISTING WATER SERVICE
TO BE REMOVED PROTECT EXISTING
TREE IN PLACE
PROTECT CRITICAL
ROOT ZONE AS MUCH
AS POSSIBLE.
EXISTING WATER SERVICE
TO BE REMOVED AND ABANDONED AT MAIN (TYP.)
EXISTING WATER SERVICE
TO BE REMOVED AND ABANDONED AT MAIN (TYP.)
EXISTING SANITARY SEWER MANHOLE
RIM=5038.44
INV IN=5030.84 (W)
INV OUT=5030.69 (S)
EXISTING SANITARY SEWER MANHOLE
TO BE REMOVED
RIM=5031.59
INV IN=5124.39 (E)
INV IN=5124.4 (S)
INV OUT=5124.39 (E)
EXISTING SANITARY SEWER MANHOLE
TO BE REMOVED
RIM=5030.94
INV IN=5023.34 (N)
INV OUT=5023.31 (S)
EXISTING SANITARY SEWER MANHOLE
RIM=5035.50
INV IN=5022.45 (N)
INV IN=5026.44 (W) DROP
INV OUT=5022.29 (E)
EXISTING
±50' HALF ROW
EXISTING "STOP" SIGN TO BE RELOCATED
EXISTING "2-HOUR
PARKING" SIGN TO
BE RELOCATED
EXISTING "2-HOUR
PARKING" SIGN TO
BE RELOCATED
EXISTING "2-HOUR
PARKING" SIGN TO
BE RELOCATED
EXISTING WATER SERVICE
TO BE REMOVED AND
ABANDONED AT MAIN (TYP.)
RELOCATE EXISTING
ELECTRIC BOX AND
CABLE PEDESTAL
EXISTING MAILBOX TO BE REMOVED
EXISTING MAILBOX TO BE REMOVED
EXISTING "2-HOUR PARKING"
SIGN TO BE REMOVED
EXISTING 15" RCP
STORM DRAIN TO REMAIN
DEL MAR DEMOLITION AND PAVING TO BE
COORDINATED WITH THE CITY OF FORT
COLLINS WATER MAIN RELOCATION PROJECT
WESTWARD DRIVE DEMOLITION AND PAVING TO
BE COORDINATED WITH THE CITY OF FORT
COLLINS WATER MAIN RELOCATION PROJECT
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 CONSTRUCTIONof 17REVIEW SETEXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
NOTES:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING CABLE CTV
EXISTING FIBER OPTIC FO
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.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6.ALL WATER AND SEWER SERVICES SHALL BE REMOVED AND ABANDONED AT THE
CITY MAIN, PER FORT COLLINS UTILITIES STANDARDS.
EXISTING OVERHEAD UTILITY OHE
NORTHERN ENGINEERING
PROJECT NO. 1382-001
DATE: AUGUST 07,2017
EXISTING SECTION LINE
NORTHERN ENGINEERING
PROJECT NO. 1382-002
DATE: MARCH 23, 2022
C 200DEMOLITION PLAN EXISTING CONDITIONS &3
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Y
S
DO NOT POLL
U
T
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D
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NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS/ / / / / / / /PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 6"
WATER MAIN
CONNECT TO RELOCATED
WATER MAIN BY OTHERS
CONNECT TO EXISTING
8" CLAY SANITARY SEWER
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 8"
SANITARY SERVICE
PROPOSED 6"
FIRE SERVICE
PROPOSED 2"
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
30'
FL-FL57' ROW
9' UTILITY EASEMENT
9' UTILITY EASEMENT
PROPOSED
FIRE HYDRANT
EXISTING
ELECTRIC LINE
EXISTING
CABLE TV LINE
PROPOSED 4' SIDEWALK
CULVERT
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
DETENTION
POND 1
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
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 LINE
EXISTING
ELECTRIC
LINE
EXISTING 24" RCP
STORM DRAIN
EXISTING 18" RCP
STORM DRAIN
RELOCATED WATER MAIN
BY OTHERS
EXISTING 8" CLAY
SANITARY SEWER
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 INLET
30' SANITARY
SEWER
EASEMENT
TRACT A
AE,DE,UE
PROPOSED
FIRE HYDRANT
PROPOSED
IRRIGATION METER
RELOCATED WATER
BY OTHERS
PROPOSED 8" PVC
SANITARY SEWER
CONNECT TO EXISTING 15" SANITARY
SEWER WITH NEW MANHOLE
EXISTING 15" RCP
STORM DRAIN
PROPOSED
IRRIGATION METER
PROPOSED
INLET
W PITKIN ST
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 CONSTRUCTIONof 17REVIEW SETKEYMAP 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.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.
9.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.
10.ALL WATER SERVICES SHALL BE 3
4" 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 X
X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXX
CCCC
VAULT
ELEC
C
C
C
C
CTVCTVCTV CTV
CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV
CTV CTV CTV CTV
CTV
CTV
CTV CTV
CTV CTV CTV CTV CTV
CTV CTV CTV CTV CTV CTV
CTV CTV CTV CTV CTV CTV
CTV
CTVOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHUOHU OHU
8" SS 8" SS
8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSE
E
EEEEGGGGGGGGGGGGGGGGGGW
FO FO FO
S / / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDUDUDWWWWWWWWWWWWWWWWWWWPROPOSED 8" PVC
SANITARY SEWER
PROPOSED 6" PVC
WATER MAIN
CONNECT TO RELOCATED
WATER MAIN BY OTHERS
PROPOSED
DETENTION POND 1
PROPOSED
UNDERDRAIN
30' SANITARY SEWER
EASEMENT
PROPOSED
FIRE HYDRANT
5' UTILITY
EASEMENT
5' UTILITY
EASEMENT
DEL MAR STREETLAKEWOOD DRIVE30'
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
3' DRAINAGE
EASEMENT (TYP.)
PROPOSED
STORM DRAIN
PROPOSED 2'
CONCRETE PAN
PROPOSED POND
OUTLET STRUCTURE
EXISTING
ELECTRIC LINE
EXISTING
GAS LINE
EXISTING 8" CLAY
SANITARY SEWER
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
TRACT A
AE,DE,UE
30' SANITARY SEWER
EASEMENT
RELOCATED WATER MAIN
BY OTHERS RAINGARDEN APROPOSED
IRRIGATION METER
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 CONSTRUCTIONof 17REVIEW SETNOTES:
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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.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.
9.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.
10.ALL WATER SERVICES SHALL BE 3
4" 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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8" SS 8" SS 8" SS
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CTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV
GGGGGGGEEEEEEEEEEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV
CTV CTV CTV CTV CTV CTV CTV
CTV CTV
CTV CTV CTV
CTV
CTVVAULT
CABLE
VAULT
CABLE
OHU OHU OHU OHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
E
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CTV
CTV
CTV
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CTV CTV CTV CTV CTV CTV CTV
CTV
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E E E E E E E E E E E E
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D
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DS
DS
DS
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DS
DS
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W
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W
W W W W W W W W W W W W W W W W W W
WGAS
ELEC
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DS
DS FSELECG G G GGGGGGWNYLOPLAS
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DO NOT
PO
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UT
E
DRAINS
TO
WATE
RWA
YS
DO NOT
PO
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U
TE
D
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NS
TO
WA
TE
RW
A
YS
NYLOP
L
AS
T
D
UC
T
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LE
IR
ON
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
PROPOSED
DETENTION POND 1
PROPOSED
DETENTION
POND 1
30' SANITARY SEWER
EASEMENT
PROPOSED
STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED STORMTECH
CHAMBERS
PROPOSED 8"
SANITARY SERVICE
PROPOSED 2"
WATER METER
CONNECT TO EXISTING
STORM DRAIN SOUTH SHIELDS STREETWESTWARD DRIVE
6' SIDEWALKLOT 1
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
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
APPROXIMATE LOCATION
CONNECTION TO 3-PHASE
POWER AT CORNER OF
SPRINGFIELD DRIVE &
SHIELDS STREET
PROPOSED
FDC
DRAINAGE
EASEMENT
DRAIN BASIN w/ 100-YR WEIR
DRAIN BASIN w/ WQ WEIR
CONNECT TO EXISTING
STORM INLETPROPOSED CULVERT
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
ISOLATOR ROWS
30' SANITARY SEWER
EASEMENT
PROPOSED
UNDERGROUND DETENTION
POND 2
PROPOSED 6"
FIRE SERVICE
RELOCATED WATER MAIN
BY OTHERS
PROPOSED 8" PVC
SANITARY SEWER
CONNECT TO EXISTING
8" CLAY SANITARY SEWER
PROPOSED FIRE
HYDRANT
PROPOSED
IRRIGATION METER
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 CONSTRUCTIONof 17REVIEW SETNOTES:
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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.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.
9.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.
10.ALL WATER SERVICES SHALL BE 3
4" 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
E E EEEEEEEEEEEEEEEEET E E
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DO NOT POLL
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EDRAINS TOWATERWAYS DO NOT POLLUTE
D
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X X X
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SS15" SSSTSTSTSTSTSTST15" SS15" SS15" SS15" SS15" SS15" SS15" SSCTVCTVCTV
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CTV CTV CTV CTV CTV CTV CTV
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TRACT A
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LOT 3
LOT 7
LOT 4
LOT 1 LOT 2
LOT 6
LOT 9 LOT 8
LOT 5
SOUTH SHIELDS STREETWESTWARD DRIVE
DEL MAR STREETLAKEWOOD DRIVE
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: CARLSON, BEVERLY A.
PROPOSED 6" PVC
WATER MAIN
PROPOSED
UNDERDRAIN
30.00' SANITARY SEWER
EASEMENT
30'
FL-FL57' ROW
EXISTING
GAS LINEEXISTING
ELECTRIC
LINE ±37' FL-FL60' ROWRELOCATED WATER MAIN
BY OTHERS
RELOCATED WATER MAIN
BY OTHERS
CONNECT TO EX.
SANITARY MAIN WITH
NEW MANHOLE
SSMH A
STA 10+00.00
N: 125466.89
E: 189477.46
325.28 LF 8" PVC @ 0.40%
SSMH A1
STA 13+25.28
N: 125472.31
E: 189152.22
78.01 LF
8" PVC
@ 0.40%
SSMH A2
STA 14+03.28
N: 125495.09
E: 189077.62
189.11 LF 8" PVC @ 0.40%SSMH A3
STA 15+92.39
N: 125306.00
E: 189075.42
175.
5
0
L
F
8"
P
V
C
@ -
0.
4
0
%
SSMH A4
STA 17+67.89
N: 125220.19
E: 188922.34
250.08 LF 8" PVC @ 0.40%
SSMH A5
STA 20+17.97
N: 125222.35
E: 188672.27
EX. 15" RCP STORM
EX. 15" PVC SANITARY SEWER
30.00' SANITARY SEWER
EASEMENT
EXISTING 8" CLAY
SANITARY SEWER
SAWCUT (TYP.)
8" SANITARY
SEWER SERVICE
CONNECT TO EXISTING 8"
CLAY SANITARY SEWER WITH
DISSIMILAR PIPE COUPLING
AND EXTEND AT SAME
GRADE TO PROPOSED
MANHOLE WITH 8" PVC
±21.94 LF
8" PVC
APPROXIMATE LOCATION
EXISTING SANITARY SEWER
SERVICES. CONTRACTOR TO
COORDINATE WITH THE CITY OF
FORT COLLINS TO CONNECT
EXISTING SERVICE TO
PROPOSED MAIN AND ABANDON
EXISTING MAIN.
S
S
5010
5015
5020
5025
5030
5035
5040
5045
5050
5010
5015
5020
5025
5030
5035
5040
5045
5050
9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00 SSMH ASTA 10+00.00RIM 5028.4±INV. IN 5020.23 (N)INV. IN 5020.43 (W)INV. OUT 5020.23 (S)325.28 LF 8" PVC @ 0.40%SSMH A1STA 13+25.28RIM 5030.2±INV. IN 5021.93 (W)INV. OUT 5021.73 (E)78.01 LF 8" PVC @ 0.40%SSMH A2 (EXTERNAL DROP)STA 14+03.28RIM 5031.1±INV. IN 5024.39 (W)INV. IN 5022.44 (S)INV. OUT 5022.24 (E)189.11 LF 8" PVC @ 0.40%SSMH A3STA 15+92.39RIM 5031.6±INV. OUT 5023.40 (SW)INV. OUT 5023.20 (N)175.50 LF 8" PVC @ -0.40%SSMH A4STA 17+67.89RIM 5032.2±INV. IN 5024.30 (W)INV. IN 5024.10 (NE)250.08 LF 8" PVC @ 0.40%SSMH A5STA 20+17.97RIM 5036.4±INV. OUT 5025.30 (E)EXISTING
GROUND
PROPOSED
GROUND
EX. 15" RCP STORM
STA.=10+18.40
INV.=5025.31
APPROX. 8" PVC WATER
(BY OTHERS)
STA.=14+13.70
INV.=5025.53
28"
APPROX. EX. WATER SERVICE
STA.=12+72.72
INV.=5024.59
APPROX. EX. WATER SERVICE
STA.=13+67.43
INV.=5025.52
4" HDPE SUBDRAIN
STA.=17+06.53
INV.=5027.80
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 CONSTRUCTIONof 17REVIEW SETC403PLAN & PROFILESANITARY LINE A8
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
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
C403
PROFILE SCALE:
SANITARY LINE A
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
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 SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST
EDITION.
3.MANHOLE RIM ELEVATIONS 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.
4.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.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
NYLOP
L
A
S
T
DO NOT PO
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
UDUDUDUD
UDDS
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
W
W
W W W W W W W W W
DS
DSW
WWWWWWWWNYLOP
LA
S
T
DO NOT PO
L
L
UT
E
DRAINS TO
WATERWA
Y
S
DO NOT POLL
U
T
E
D
R
A
I
NS
T
O
WA
T
E
RW
A
Y
S
NYLOPLAST
D
UC
T
I
L
E
IR
O
N
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
X X X XXXXX
XXXXXXXXXXX
XXXXXXXXX X X XD
D
D
D
D
D
STSTSTSTSTSTSTSTSTSTSTSTSTS
T STD
D
/ / / / / / / /SOUTH SHIELDS STREETSPRING
F
I
E
L
D
D
R
I
V
E
WESTWARD DRIVE
DEL MAR STREETLAKEWOOD DRIVE
SIDEWALK
SIDEWALK SIDEWALKSIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK30'
FL-FL57' ROW
RAIN GARDEN
BIOMEDIA AREA
DETENTION POND 3
DETENTION POND 1
SIDEWALKSIDEWALKPROPOSED 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 4'
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-FLEXISTING
±50' HALF ROW
PROPOSED MULTI-FAMILY
BUILDING
PROPOSED
CURB INLET
PROPOSED
STORM DRAIN
PROPOSED
STORM INLET
PROPOSED
STORM 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 9
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 CONSTRUCTIONof 17REVIEW SETPROPOSED 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 502
C 501
X X X X X X X XXX X X
X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDUDUDWWWWWWWWWWWWWWWWWW32.4136.6129.90
3
1
.
6
6
30.8930.9031.0931.2131.673
2
.
4
231.6731.79 31.6431.800.6%
2.4%2.5%0.5%0.2%2.9%DEL MAR STREETLAKEWOOD DRIVE
5' SIDEWALK
5' SIDEWALK
8.5' PARKWAY
8.5' PARKWAY
1.3%
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)(34.39)(33.70)32.56
33.7134.24
35.63
35.6334.2433.72
32.21
(35.24)(35.85)(36.59)(37.66)(38.85)31.37
31.34
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 4'
SIDEWALK CULVERT
6" RIBBON CURB
RAIN GARDEN
BIOMEDIA AREA(36.33)(3
5
.
7
8
)(40.82)(35
.
0
1
)(33.39)(3
3
.
9
0
)31.9331.1331.6030.9731.4631.3931.2431.2931.45(33.35)(3
6
.
9
0
)37.0138.1637.5936.0735.5933.1133.7332.25
32.08
31.8232.9833.7338.0039.
0
9
29.
9
0
29.90
31.1726.8326.9926.8232.1932.1631.16 29.9029.9030.32
31.4529.9030.31RAINGARDEN A31.31OWNER: 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
3
2
.
1
7 32.59
31.68
26.69
0.5%0.5%
26.88
0.6%
PROPOSED 2'
CURB CUT
1.0%3.5%0.5%0.5%0.5%2.0%
2.0%0.5%2.0%2.1%1.6%1.0%30.9831.7231.6231.9032.0032.0732.0331.
4
131.5031.88
31.7931.71
31.76
2.2%0.5%
0.5
%
2.6%0.6%31.500.5%31.35PROPOSED 2'
CURB CUT
31.1132.01
31.5432.1731.54
32.01
30.48
31.
3
1
29.
9
0 29.9031.3127.51
27.51
32.02
31.95
33.26
29.20
28.64
27.59 27.7927.17
34.14
35.17
35.33
34.19
34.12
34.0433.75
27.06 27.00
26.92
27.13
SLOPE
EASEMENT 31.813
2
.
0
132.103
2
.
0
0
32.0231.9731.8531.232.7%2.0%2.6%2.8%2.1%
2.1%
1.9%2.1%2.3%2.3%2.0%
2.2%2.5
%
2.5%2.7%2.6%1.6%5
:
1
6:1
4:14:16:15:14:1 4:1
4:1
4:1
4:1 4:1
4:16:16:131.291.0%6' SI
D
E
W
A
L
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%31.46PROPOSED 2'
SIDEWALK CULVERT
29.73
TOW
29.73
TOW
27.15
27.23
FG 27.24
FG
LANDSCAPE
RETAINING WALL
RE: LANDSCAPE PLANS
26.7326.89
30.28 30.990.5%
(32
.
2
7
)
POND 3 EMERGENCY
OVERFLOW PATH
POND 2 EMERGENCY
OVERFLOW PATH
PROPOSED INLET
100-YR WSEL
5031.31
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 10
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 CONSTRUCTIONof 17REVIEW SETPROPOSED 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
S
T
FDCNYLOPLASTDO NO
T
P
O
L
L
U
T
E
DRAIN
S
T
O
WATE
R
W
A
Y
S
DO NOT
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOP
L
A
S
T
D
U
C
T
I
L
E
I
R
O
N UDUDUD UD
UD UD UD UD UD UD UD
UD UDUDUDUDUDUDDS
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
W
W
W
W
W W W W W W W W W W W W W W W W W W
DS
DS
NYLOPLAS
T
DO NOT
PO
LL
UT
E
DRAINS
TO
WATE
RWA
YS
DO NOT
PO
LL
U
TE
D
RA
I
NS
TO
WA
TE
RW
A
YS
NYLOP
L
AS
T
D
UC
T
I
LE
IR
ON
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
31.6630.8930.9031.0931.2131.6731.4731.0031.25
31.06
31.1731.633
2
.
4
231.6731.79 31.6431.8030.8026.910.6%
2.4%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
6' SIDEWALK8' SIDEWALK
7' SIDEWALK
5' SIDEWALK
6' SIDEWALK29.19(27.62)(31.13)30.350.8%1.4%1.3%
0.6%0.5%PROPOSED
DETENTION
POND 1
3
1
.
0
4
31.04
31.10
31.1030.51
30.55
30.80
30.85
31.37
31.34
31.43
31.23
31.23
31.51
31.48
30.
9
031.6730.9431.05TRACT 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
(3
3
.
3
9
)
(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
3
0
.
7
3
3
0
.
6
831.3031.4231.9331.1331.603
0
.
9
7
31.4631.2531.3931.2431.2931.4531.
2
431.4131.6431.8531.9931.
6
5
30.89
30.
9
8
31.37
32.14(33.35)29.90
31.1726.8332.1932.1630.66
30.6331.16 29.9029.9031.4529.900.5%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)31.4031.6529.8131.8632.8931.4431.3830.7632.2732.23 32.1732.2532.0532.2531.5231.0629.1631.4531.9532.1227.530.5%31.7531.9831.2531.3227.8630.4730.9430.4530.6431.2732.2732.0432.9231.7632.2731.5132.2631.4032.3331.2732.2631.3431.7931.5631.1431.0831.1231.
0
8
31.05
31.
4
0
31.
3
1
31.1031.7831.9731.9231.7232.9232.2531.8331.0031.6431.4631.1231.9631.7631.6431.3531.4631.4831.
5
331.2731.3232.3226.98
3
2
.
1
7 32.59
31.68
26.69
26.88
0.6%
PROPOSED 2'
CURB CUT
1.0%3.5%0.5%0.5%0.5%2.0%
2.0%0.5%2.0%2.1%1.6%1.0%30.9831.7231.6231.9032.0032.0732.0331.
4
131.5031.88
31.7931.71
31.76
2.2%0.5%
0.5
%
2.6%0.6%31.50
30.
3
6
30.83
0.8%0.5%31.0331.3630.62
3
0
.
7
00.5%PROPOSED 2'
CURB CUT
31.1130.6330.3630.2030.0029.1030.0030.0029.60
28.89
29.3128.0929.0626.
9
5
26.8530.0031.09
27.2730.00
30.0030.0030.0529.9129.22
30.4327.72
27.
8
8
31.3430.9130.590.8%30.9130.7531.1331.133
1
.
4
431.3631.89
32.25
31.6631.250.5%1.5%1.5%
32.01
31.5432.01
29.9031.3134.19
34.12
34.0433.75
27.06 27.00
26.92
27.13 31.8132.0132.1032.0032.0231.9731.8531.232.7%2.0%2.6%2.8%2.1%
2.1%
1.9%2.1%2.3%2.3%2.0%
2.2%2.5
%
2.5%2.8%0.9%1.6%1.5%2.2%2.1%1.6%3.4
%
2.4%2.0%2.1%1.6%4:16:15:14:1
4:1
4:16:16:14:14:18:19.4
%
8:1
7:1
6:1
4:1
6:1
21:1
19:1
23:14:16:1
6:1 5:1
9:1
11:1
9:17.4%5:17.9%7:1
3
1
.
7
431.4531.6531.8831.58
31.291.0%1.0%6' SIDEWALK
0.8%
0
.
6%0.5%2.4%2.1%1.1%31.46PROPOSED
STORM 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 PAN
32.92
1.0%0.7%31.5732.252.0%2.3%32.8232.3432.331.5%1.5%
2.3%
29.73
TOW
27.24
FG
26.7326.89 30.990.5%31.0230.710.8%0.8%0.8%0.7%0.7%1.5%1.8%2.0%2.0%3.4%3.4%2.0%2.0%6.2%
7.5%5.3%
(32
.
2
7
)31.341.5%31.100.6%
1.1%
POND 3 EMERGENCY
OVERFLOW PATH
POND 2 EMERGENCY
OVERFLOW PATH
POND 1 EMERGENCY
OVERFLOW PATH
30.84
31.3430.2230.7229.6030.1029.7830.6929.2829.1427.0730.00 28.5529.6029.2230.7231.8329.3428.9931.5030.38
30.33
30.70
28.8228.8728.82
31.
7
9
31.
6
8
31.36
0.5%0.5%CONNECT TO EXISTING
STORM DRAIN
30.320.5%
LANDSCAPE RETAINING WALL
RE: LANDSCAPE PLANS
LANDSCAPE RETAINING WALL
RE: LANDSCAPE PLANS
100-YR WSEL
5029.30
100-YR WSEL
5029.30
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 CONSTRUCTIONof 17REVIEW SETNORTH
( 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 11MATCH 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
E E EEEEEEEEEEEEEEEEEEEEEET
E E
EEEFDCNYLOP
L
A
S
T
DO NOT PO
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
UDUDUDUD
UDDS
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
W
W
W W W W W W W W W
GAS
ELEC
E
T
DS
DSW
WWWWWWWWELECG GGGNYLOP
LA
S
T
DO NOT PO
L
L
UT
E
DRAINS TO
WATERWA
Y
S
DO NOT POLL
U
T
E
D
R
A
I
NS
T
O
WA
T
E
RW
A
Y
S
NYLOPLAST
D
UC
T
I
L
E
IR
O
N
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS/ / / / / / / /2.24 ac.
200
1.17 ac.
300
0.40 ac.
OS-3
0.93 ac.
OS-4
0.13 ac.
OS-1
200
300
STORMTECH
CHAMBERS
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 SOUTH SHIELDS STREETSPRIN
G
F
I
E
L
D
D
R
I
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
30'
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
OF
100
0.96 ac.
301
301
0.52 ac.
302
302
POND 3 EMERGENCY
SPILL LOCATION
POND 1 EMERGENCY
SPILL LOCATION
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 CONSTRUCTIONof 17REVIEW SETPROPOSED 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 OCTOBER 19, 2022 FOR ADDITIONAL
INFORMATION.
A
LEGEND:
C 701DRAINAGE EXHIBIT 17
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 5.3 5.3 0.64 0.80 1.10 4.80
200 1.83 5.0 5.0 0.83 1.00 4.33 18.20
300 1.17 6.7 6.7 0.54 0.68 1.63 7.12
301 0.96 5.0 5.0 0.68 0.85 1.86 8.13
302 0.52 5.0 5.0 0.59 0.74 0.87 3.79
OF-1 0.23 7.2 7.2 0.33 0.41 0.19 0.82
OF-2 0.04 5.0 5.0 0.70 0.88 0.08 0.36
OS-1 0.13 5.0 5.0 0.81 1.00 0.31 1.32
OS-2 0.52 10.8 10.8 0.44 0.55 0.49 2.16
OS-3 0.40 8.1 8.1 0.43 0.54 0.41 1.79
OS-4 0.93 10.1 10.1 0.33 0.41 0.68 2.95
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 3,497.00 4,043.00 5,029.30 0.40
Pond 2 N/A 2,209.00 11,763.00 13,972.00 5,029.40 1.99
Pond 3 997.00 1,474.00 18,311.00 19,308.00 5,031.31 1.10
LID Site Summary - New Impervious Area
Total Area of Current Development
Total On-site Impervious Area 142,904 ft2
75% Required Minimum Area to be Treated by LID 107,178 ft2
Total On-site Impervious Area Treated by LID 103,467 ft2
Percent On-site Impervious Treated by LID 72.40%
Additional Off-site Impervious Area Treated by LID 10,721 ft2
Percent Total Impervious Area Treated by LID 79.91%
Total Impervious Area Treated by Traditional WQ 37,005 ft2
Percent Impervious Treated by Traditional Water Quality 25.89%
Percent Impervious Area Treated by Traditional WQ or LID 105.80%