HomeMy WebLinkAbout2026-03-02 I07 Premiere Dance Addition_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: March 2, 2026
AGENDA ITEM: Consideration of approval of resolution approving a site plan for Premiere
Dance Addition (870 NE Douglas Parkway)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for an
addition to the existing dance studio building. The property is located south of
NE Douglas Parkway and west of NE Alice’s Road, containing 1.92-acres.
The project includes additions to the existing building. A total of 7,345 square
feet of building space is being proposed to be added to the existing building.
This includes a 3,135 square foot addition at the northeast side of the building
and a 4,210 square foot addition at the west side of the building. Both of these
spaces are proposed to be single-story and 28.5 feet in height. The existing
building is 12,621 square feet in area. The overall building area with the
proposed additions will be 19,966 square feet.
The project also includes additional parking at the south side of the site and
additional sidewalks around the building.
No new accesses are proposed. The existing access off of NE Addison Drive
and the existing shared access off of NE Douglas Parkway will remain.
A total of 80 parking spaces are required for this site. The site includes 56
existing parking spaces and the proposed site plan includes adding 10 parking
spaces for a total of 66 spaces, including 3 accessible spaces. The remaining
parking requirements are being met with a shared parking agreement with the
property to the south (Lot 34).
Public utilities are provided to the site. Storm water detention is provided with
the existing pond located directly south of this site.
A minimum of 20% of the site is required to be open space, they are providing
33%. They are providing the required amount of plantings.
The elevations of the building additions are proposed to be constructed mostly
of masonry, fiber cement siding and glass storefront system to match the
existing building.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed the site plan request at their meeting on February 24, 2026, and
recommended approval:
I7
Approval of a Site Plan for Premiere Dance Addition (870 NE Douglas Parkway)
Melissa DeBoer, Planning Coordinator, introduced the request for approval of a site plan for an
addition to the existing dance studio building, as requested by Premiere Properties, LLC, and
represented by Rick Baumhover of Bishop Engineering.
The property is generally located south of NE Douglas Parkway and west of NE Alice’s Road,
containing approximately 1.92 acres. This subject property received site plan approval from City
Council in fall of 2021. The existing building was constructed in 2022.
The project includes additions to the existing building. A total of 7,345 square feet of building space is
being proposed to be added to the existing building. This includes a 3,135 square foot addition at the
northeast side of the building and a 4,210 square foot addition at the west side of the building. Both
spaces are proposed to be single-story and 28.5 feet in height. The existing building is 12,621 square
feet in area. The overall building area with the proposed additions will be 19,966 square feet. The
project also includes additional parking on the south side of the site and additional sidewalks around
the building.
No new accesses are proposed. The existing access from NE Addison Drive and the existing shared
access from NE Douglas Parkway will remain. A total of 80 parking spaces are required for this site.
The site includes 56 existing parking spaces, and the proposed site plan includes adding 10 parking
spaces for a total of 66 spaces, including three (3) accessible spaces. The remaining parking
requirements are being met with a shared parking agreement with the property to the south (Lot 34).
No new public sidewalks or trails are proposed with this project. Five-foot wide sidewalks exist along
both public streets adjacent to this site. Additional sidewalks are proposed interior to the site to provide
pedestrian connections from the parking lot to the proposed building additions and around the
building.
This site is already serviced with all public utilities. Storm water detention is provided with a shared
detention basin located directly south of this site. A minimum of 20% of the project area is required to
be open space. The total amount of open space proposed is 33% and meets the requirements of the
Landscape and Open Space Ordinance. The elevations of the building additions are proposed to be
constructed mostly of masonry, fiber cement siding and glass storefront system to match the existing
building.
The comprehensive plan classifies the subject property as Neighborhood Commercial. The
Neighborhood Commercial classification provides a variety of uses that would serve the surrounding
neighborhoods and provide day-to-day goods and services for residents.
The site plan is in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff
recommends approval of the site plan for Premiere Dance Addition subject to remaining staff
comments.
Discussion as follows:
• General discussion of parking in the area and confirmation from city staff that they were
unaware of any parking related complaints
Motion by Commissioner Broderick for Approval of a Site Plan for Premiere Dance Addition (870 NE
Douglas Parkway), seconded by Commissioner Bankole. Ayes: Broderick, Streit, Bankole, Beenken,
Lohse, Tuel, and Bannister. Nays: None. Motion carried.
RECOMMENDATION: Approve the resolution
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan
IV. Building Elevations
PREPARED BY: Melissa DeBoer, Planning Coordinator
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2026-
APPROVING THE SITE PLAN FOR PREMIERE DANCE ADDITION
(870 NE DOUGLAS PARKWAY)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Premiere Dance Addition, subject to remaining staff comments on February 24,
2026; AND,
WHEREAS, the Site Plan for Premiere Dance Addition is in general conformance with §160 –
Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Premiere Dance Addition is in general conformance with §161 –
Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 2nd day of March, 2026, that the Site Plan for Premiere Dance Addition is approved.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Kala Anderson
Chris Crone
Rob Grove
Lori Lyon
Anna Bergman Pierce
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Premiere Dance Addition – Site
Plan
PREPARED BY: Melissa DeBoer, AICP – Planning
Coordinator
REPORT DATE: February 20, 2026
MEETING DATE: February 24, 2026
GENERAL INFORMATION
Owner/Applicant: Premiere Properties, LLC
Owner’s Representative:
Rick Baumhover, Bishop Engineering
Request: The applicant is requesting approval of a site plan for
an addition to the existing dance studio building.
Location and Size: Property is generally located south of NE Douglas
Parkway and west of NE Alice’s Road, containing
approximately 1.92 acres.
Property Address: 870 NE Douglas Parkway
AREA MAP
ABOVE: Aerial of property identifying the site (outlined in BLUE).
February 19, 2026
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Premiere Dance
(Dance Studio) Neighborhood
Commercial
C-1 (Community and Highway Service
Commercial District)
North City of Clive N/A N/A
South Single Family
Residential /
Commercial
Single Family
Residential /
Neighborhood
Commercial
R-2 (One & Two Family Residential
District) / C-1 (Community and Highway
Service Commercial District
East Casey’s Gas Station Neighborhood
Commercial
C-1 (Community and Highway Service
Commercial District)
West Single Family
Residential
Single Family
Residential
R-2 (One & Two Family Residential
District)
HISTORY
The subject property received site plan approval from City Council in the fall of 2021. The existing building
was constructed in 2022.
PROJECT DESCRIPTION
The project includes additions to the existing building. A total of 7,345 square feet of building space is being
proposed to be added to the existing building. This includes a 3,135 square foot addition at the northeast side
of the building and a 4,210 square foot addition at the west side of the building. Both of these spaces are
proposed to be single-story and 28.5 feet in height. The existing building is 12,621 square feet in area. The
overall building area with the proposed additions will be 19,966 square feet.
The project also includes additional parking at the south side of the site and additional sidewalks around the
building.
ACCESS AND PARKING
No new accesses are proposed. The existing access off of NE Addison Drive and the existing shared access off
of NE Douglas Parkway will remain.
A total of 80 parking spaces are required for this site. The site includes 56 existing parking spaces and the
proposed site plan includes adding 10 parking spaces for a total of 66 spaces, including 3 accessible spaces. The
remaining parking requirements are being met with a shared parking agreement with the property to the
south (Lot 34).
SIDEWALKS/TRAILS
No new public sidewalks or trails are proposed with this project. Five-foot wide sidewalks exist along both of
the public streets adjacent to this site. Additional sidewalks are proposed interior to the site in order to
February 19, 2026
3 of 3
provide pedestrian connections from the parking lot to the proposed building additions and around the
building.
UTILITIES
This site is already serviced with all public utilities. Storm water detention is provided with a shared detention
basin located directly south of this site.
LANDSCAPING & OPEN SPACE
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 33%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance.
ELEVATIONS
The elevations of the building additions are proposed to be constructed mostly of masonry, fiber cement
siding and glass storefront system to match the existing building.
COMPREHENSIVE PLAN
The comprehensive plan classifies the subject property as Neighborhood Commercial. The Neighborhood
Commercial classification provides a variety of uses that would serve the surrounding neighborhoods and
provide day-to-day goods and services for residents.
STAFF RECOMMENDATION
The site plan is in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff
recommends approval of the site plan for Premiere Dance Addition subject to remaining staff comments.
SITE
PREMIERE DANCE ADDITION
SITE PLAN AMENDMENT
IOWAONE CALL
1-800-292-8989
www.iowaonecall.com
811
Know what's below. Call before you dig.
OPEN SPACE REQUIREMENTS:
TOTAL SQUARE FOOTAGE OF PROJECT AREA 83,796 SF
REQUIRED OPEN SPACE(20%)16,759 SF
EXISTING 35,981 SF
PROVIDED WITH THIS PROJECT 27,619 SF
PARKING REQUIREMENTS:
FITNESS CENTER/ HEALTH CLUB = 4 SPACES PER 1,000SF
= 19,966 @ (4/1000 ) = 80 SPACES
EXISITNG PARKING On Site = 56 SPACES (incld 3 ADA)
PARKING PROVIDED On Site = 66 SPACES (Incld 3 ADA)
NOTE: THIS PROPERTY ( LOT 36) HAS AN INGRESS- EGRESS PARKING
EASEMENT AGREEMENT WITH PROPERTY TO THE SOUTH (LOT 34)
FOR ADDITIONAL PARKING.
SEE EASEMENT RECORDED IN BOOK 2022, PAGE19837.
IMPERVIOUS SURFACE:
EXISTING 47,753 SF
PROPOSED ADD 8,424 SF
TOTAL 56,177 SF
COPYRIGHT 2026 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE
REPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.
UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.PR
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REFERENCE NUMBER:
DRAWN BY:
REVISION DATE:
SHEET NAME:
SHEET NUMBER:
PROJECT NUMBER:
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UTILITY NOTE:
THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLIC
RECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOP
ENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONS
ONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALL
BE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWN
AND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADE
TO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.C0.1 - C7.1
EARTHWORK BALANCE NOTES:
1.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.
CONTRACTOR IS RESPONSIBLE FOR MAKING SITE EARTHWORK BALANCE & COMPLYING WITH THE GRADING PLAN.
2.THIS INCLUDES, BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS AND STRUCTURAL FILL NECESSARY TO MEET PROJECT PLANS AND
SPECIFICATIONS.
VICINITY MAP
SCALE: 1" = 500'
C0.1
COVER SHEET
SHEET INDEX:
C0.1 COVER SHEET
C1.1 DEMO PLAN
C2.1 LAYOUT PLAN
C3.1 GRADING PLAN
C4.1 UTILITY PLAN
C7.1 EROSION CONTROL
GENERAL NOTES:
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2025 WAUKEE STANDARD SPECIFICATIONS AND 2026 SUDAS STANDARD SPECIFICATIONS. THE
CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK.
2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE
CONTRACTORS EXPENSE.
4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL
RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.
5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE
FURNISHED BY THE CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS."
6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH
COLLAPSES FROM VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON
PLAN.
7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR
STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.
8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY
THE CONTRACTOR AT THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND
ACCEPTED. THE CONTRACTOR SHALL THEN PERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.
9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF
MATERIAL REQUIRED FOR LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC
IMPROVEMENTS.
10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.
11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.
12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR
OWNERS REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND
THE CITY OF WAUKEE.
13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA
DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS.
14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF
CONSTRUCTION, AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.
15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY
OR RIGHT OF WAY UNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.
16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR
DISPOSAL SITES FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.
PAVING NOTES:
1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS
POSSIBLE. ALL AREAS SHALL BE SEEDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF
SUDAS.
2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS
ENGINEER MUST SIGN OFF ON SUB BASE PRIOR TO ANY PAVEMENT BEING PLACED.
3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.
4.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS
REQUIRED FOR ALL HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE
A.D.A./CITY CODES THE A.D.A./CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.
UTILITY NOTES:
1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.
2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.
3.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING
UTILITIES SHALL BE RAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE
CONSIDERED INCIDENTAL TO CONSTRUCTION.
4.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE
STORM SEWER TO REMAIN IN SERVICE.
ABBREVIATIONS
ELECTRIC VAULT
TRANSFORMER POLE
TRANSFORMER POLE
LIGHT POLE
ELECTRIC JUNCTION BOX
ELECTRIC PANEL
TRANSFORMER
GROUND LIGHT
GUY WIRE
ELECTRIC HANDHOLE
GAS METER
GAS VALVE
AIR CONDITIONING UNIT
TELEPHONE RISER
TELEPHONE VAULT
TELEPHONE MANHOLE
TRAFFIC SIGNAL MANHOLE
FIBER OPTIC MANHOLE
FIBER OPTIC RISER
FIBER OPTIC VAULT
CABLE TV RISER
SIGN
BOLLARDS
7 DENOTES NUMBER OF PARKING STALLS
PROPERTY CORNER - FOUND AS NOTED
PROPERTY CORNER- PLACED AS NOTED
SECTION CORNER - FOUND AS NOTED
SITE CONTROL POINT - MONUMENT AS NOTED
ELEC
EJ
EP
GM
GV
A/C
T
TEL
T
TS
FO
F/O
TV
F/O
SAN SANITARY SEWER
ST STORM SEWER
W WATER LINE
G GAS LINE
U/E UNDERGROUND ELECTRIC
O/E OVERHEAD ELECTRIC
TELE TELEPHONE LINE
F/O FIBER OPTIC
CATV CABLE TV
STORM MANHOLE
CURB INTAKE
SURFACE INTAKE
FLARED END SECTION
ROOF DRAIN
DOWNSPOUT
SANITARY MANHOLE
CLEANOUT
FIRE HYDRANT
SPRINKLER
IRRIGATION CONTROL VALVE
WATER MANHOLE
WELL
WATER VALVE
WATER SHUT OFF
YARD HYDRANT
FLAGPOLE
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC RISER
LEGEND
AC ACRES
ASPH ASPHALT
BK BOOK
CONC CONCRETE
D DEEDED DISTANCE
EX EXISTING
ENCL ENCLOSURE
FF FINISHED FLOOR
FL FLOW LINE
FRAC FRACTIONAL
M MEASURED DISTANCE
MH MANHOLE
OPC ORANGE PLASTIC CAP
P PLATTED DISTANCE
PG PAGE
POB POINT OF BEGINNING
POC POINT OF
COMMENCEMENT
PRA PREVIOUSLY RECORDED
AS
PUE PUBLIC UTILITY EASEMENT
ROW RIGHT OF WAY
RPC RED PLASTIC CAP
SF SQUARE FEET
SAN SANITARY
TYP TYPICAL
YPC YELLOW PLASTIC CAP
N NORTH
S SOUTH
E EAST
W WEST
UTILITY MAPS PROVIDED BY:
1. ELECTRIC (MIDAMERICAN / 515-252-6972)
2. STORM AND SANITARY (CITY OF WAUKEE / 515-987-7920)
3. FIBER OPTIC (WINDSTREAM / 800-941-3430)
4. FIBER OPTIC (LUMEN / 918-547-0147)
5. FIBER OPTIC (AUREON / 515-830-0445)
6. FIBER OPTIC (CONSOLIDATED COMMUNICATIONS / 515-867-4769)
7. FIBER OPTIC (MI-FIBER / 515-897-8802)
8. FIBER OPTIC (NEXGEN / 515-369-7131)
9. GAS (MIDAMERICAN / 515-252-6972)
10. WATER (CITY OF WAUKEE / 515-987-7920)
UTILITY CONFLICT NOTES:
1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC. MOST UTILITY CONFLICTS HAVE BEEN CALLED
OUT FOR CONTRACTOR CONVENIENCE.
2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON THE PLANS OR THAT CAN BE SEEN ON THE
PLANS BETWEEN AN EXISTING UTILITY AND PROPOSED CONSTRUCTION
SITE CONTROL AND BENCHMARKS:
BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS
DATUM = NAD 83, IOWA SOUTH
BENCHMARK DATUM = NAVD88, GEOID 18
POINT #9000
NORTHING = 593547.68 / EASTING = 1543344.69
ELEVATION = 1007.73
DESCRIPTION: SET 3/4" IRON PIPE W/ RPC
POINT #9001
NORTHING = 593803.78 / EASTING = 1543474.94
ELEVATION = 1005.17
DESCRIPTION: SET MAG NAIL
ON-SITE TBM 1:BURY BOLT ON HYDRANT, SOUTH ROW OF
NE DOUGLAS PKWY; 181' +/- EAST OF NE ADDISON DR
ELEVATION=1006.11
ON-SITE TBM 2:BURY BOLT ON HYDRANT, PARKING LOT
ISLAND NEAR THE SE CORNER OF SITE
ELEVATION=1009.81
ON-SITE TBM 3:BURY BOLT ON HYDRANT, EAST ROW OF NE
ADDISON DR; 55' +/- NORTH OF THE SW CORNER OF SITE
ELEVATION=1008.99
OFF-SITE TBM 4:BURY BOLT ON HYDRANT, SW CORNER OF
NE DOUGLAS PKWY AND NE ADDISON DR
ELEVATION=1005.09
PROPERTY DESCRIPTION:
(WARRANTY DEED BOOK 2016, PAGE 24782)
LOT 36 IN LANDING AT SHADOW CREEK PLAT 4, AN OFFICIAL
PLAT, NOW INCLUDED IN AND FORMING A PART OF THE CITY
OF WAUKEE, DALLAS COUNTY, IOWA.
AREA:
1.92 AC / 83,796 SF
ADDRESS:
870 NE DOUGLAS PARKWAY
WAUKEE, IOWA
OWNER/PREPARED FOR:
SHADOW CREEK II, LLC ( Deed Holder)
PO BOX 7502
URBANBDALE, IA 50323
c/o Jon Galloway
515 418-3475 / jon@gallowayholdingsia.com
PREMIER PROPERTIES , LLC (Contract Holder)
870 NE Douglas Pkwy
Waukee, IA
c/o Amanda Stickrod
515-200-7536 / amanda@premieredanceproject.com
ZONING:
C-1 (COMMUNITY & HIGHWAY SERVICE COMMERCIAL DISTRICT)
BUILDING:
EXISTING SQUARE FOOTAGE = 12,621 SF
PROPOSED SQUARE FOOTAGE= 19,966 SF
EXISTING HEIGHT = 28.5 FT
PROPOSED HEIGHT =28.5 FT
NO MECHANICAL ROOFTOP UNITS WILL BE
USED.
LOT 36
CP #9001
H Y D
TBM: BURY BOLT
ELEV=1005.09
CP #9100
CP #9101
CP #9102
CP #9104
CP #9105
CP #9200
GM
2" TREE
D EX STORM MH
RIM=1007.47
FL(NW 15" N-12)=1001.57
FL(S 18" N-12)=1001.52
2" TREE
2" TREE
EPEP
EM
2" TREE
A/CA/CA/C
EX BEEHIVE INTAKE
TOP HIVE=1005.78
RIM=1005.18
FL(S 8")= 1002.73
FL(NW 8" N-12)=1002.68
FL(SE 15" N-12)=1002.13
CO A/C
3" TREE
FO
4" PINE
4" PINE
4" PINE
3" TREE
3" TREE
3" TREE
3" TREE
4" PINE
4" PINE
3" TREE
EX BEEHIVE INTAKE
TOP HIVE=1006.85
RIM=1006.26
FL(N 15" N-12)=1001.11
FL(SE 18" RCP)=1000.91 3" TREE
3" TREE
3" TREE
EX BEEHIVE INTAKE
TOP HIVE=1005.90
RIM=1005.20
FL(S 15" N-12)=1001.65
FO F/O
EX INTAKE
T/C=1004.44
RIM=1003.90
FL(E 12"HDPE)=990.60
D
EX STORM MH
RIM=1008.12
FL(N 18" N-12)=1001.02
FL(SW 18" RCP)=1000.70
3" TREE
2" TREE
WVWV
2" TREE
A/C A/C
H Y D
TBM: BURY BOLT
ELEV=1006.11
EX INTAKE
T/C=1004.64
RIM=1003.94
FL(W 12" RCP)=1000.19
WV
3" PINE
S
EX SAN MH
RIM=1004.39
INV(W 8"PVC)=990.64
WV
CP #9201
WV
H Y D
TBM: BURY BOLT
ELEV=1008.99
WV
H Y D
TBM: BURY BOLT
ELEV=1009.81
4" TREE
4" TREE
H Y D
TBM: BURY BOLT
ELEV=1008.76
WV
4" TREE
D
EX STORM MH AND
OPEN THROAT INTAKE
RIM=1006.52
OPENING (N & W)=1006.36
**FL(W 24"RCP)=998.09**
**FL(E 36"RCP)=998.04**
**PER OLD PLANS**
4" PINE
4" PINE
4" PINE
4" OAK
3" OAK
3" OAK
4" TREE
5" TREE
5" TREE
EX 24" RCP FES
FL=999.62
EX 24" RCP FES
FL=999.85
EX 24" RCP FES
FL=999.26
EX 24" RCP FES
FL=998.68
5" OAK
6" TREE
5" TREE
10
0
7
100
8
1007
1007
1007
1007
1006
10061006
10
0
7
100
7
100
6
1001
1002
1003
1004 1004
1005
1005
1006
1007
1006
1005
10
0
6
1007
1007
10
0
8
1006
1006
100
7
10
0
7
10
0
8
1007
1007
1007
1006
100
6
10
0
7
1006
1005
1004
1003
1007
1007
100
7
10
0
8
10
0
8
1006
1006
10
0
6
10
0
5
10
0
4
10
0
1
10
0
3
1004
100
4
10
0
1
10
0
2
10
0
3
10
0
4
10
0
4
10
0
8
100
7
10
0
8
1008
10
0
5
1008
1008
1007
1008
1008
1008
1006
100
8
10
0
8
10
0
8
10
0
8
EX H.C. SIGN
EX H.C. SIGN
EX H.C. SIGN
EX RIPRAP
EX BUILDING
870 NE DOUGLAS PKWY
12,621 SF
ST
ST
ST 36"
ST 36"
ST 36"
ST 36"
ST 36"
W6"
W
6"
W12"
W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"
W2"
W2"
W2"
W2"
ST 12"
SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"
SAN
SAN
SAN
ST15"
ST
18
"
ST
18
"
ST18"
ST18"
ST18"
ST18"
ST
18"
ST
18"
ST
18"
ST
18"
ST
18"
W8"
NE DOUGLAS PARKWAY
R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE)
NE
A
D
D
I
S
O
N
D
R
I
V
E
60
'
R
.
O
.
W
.
(
P
U
B
L
I
C
S
T
R
E
E
T
-
C
O
N
C
R
E
T
E
S
U
R
F
A
C
E
)
ST
15
"
ST
15
"
W6"W6"W6"W6"
FF
=
1
0
0
8
.
3
8
FF=1008.35
FF=1008.42
FF=1008.42
FF
=
1
0
0
8
.
3
1
SAN
6"
EX SANITARY SERVICE
PER OLD PLANS
DS DSST8"
ST8"
EX DOWNSPOUT TO
UNDERGROUND
PIPE NETWORK (TYP)
DS
DS DS
DS DS
LOT 35
ST
8"
ST
8"
ST 8"ST 8"EX SCUPPER
DRAIN
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
F/O
F/O
F/O
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
EX CANOPY
EX CANOPY COLUMN (TYP)
EX CANOPY
G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"
G
EX LOCATION
GAS SERVICE
PER CITY GIS
EX LOCATION
PER CITY/MIDAMERICAN
G
G
G
G
G
G
APPROX. LOCATION
PER CITY MAPS
APPROX. LOCATION
PER CITY MAPS
OUTLOT Z
W
8"
W
8"
W8"
W8"
W8"
W
8"
W8"
W8"
W8"
APPROX. LOCATION
PER LUMEN MAPS
APPROX. LOCATION
PER LUMEN MAPS
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
APPROX. LOCATION
PER MIFIBER MAPS
APPROX. LOCATION
PER CITY MAPS
APPROX. LOCATION
PER CITY MAPS
APPROX. LOCATION
PER CITY MAPS
LOT 34
W W W
EX TRASH ENCLOSURE
EX GATE
EX BOLLARD (TYP)
EX
C
R
O
S
S
W
A
L
K
S
T
R
I
P
I
N
G
20'
S
T
O
R
M
S
E
W
E
R
E
A
S
E
M
E
N
T
BO
O
K
2
0
1
6
P
A
G
E
1
9
6
7
9
30' LANDSCAPE BUFFER EASE.
BOOK 2016 PAGE 19684
25
'
L
A
N
D
S
C
A
P
E
B
U
F
F
E
R
E
A
S
E
M
E
N
T
BO
O
K
2
0
1
6
P
A
G
E
1
9
6
8
4
30
'
L
A
N
D
S
C
A
P
E
B
U
F
F
E
R
E
A
S
E
M
E
N
T
BO
O
K
2
0
1
6
P
A
G
E
1
9
6
8
4
ELECTRIC EASEMENT
BOOK 2016 PAGE 19679
10' P.U.E.
BOOK 2016 PAGE 19679
JOINT ACCESS EASEMENT
BOOK 2017 PAGE 13695
10' ELEC EASEMENT
BK 2022 PG 12784
15
'
P
.
U
.
E
.
BO
O
K
2
0
1
6
P
A
G
E
1
9
6
7
9
15
'
S
A
N
I
T
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
BO
O
K
2
0
1
6
P
A
G
E
1
9
6
7
9
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/E
U/E
U/EU/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/
E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EAPPROX. LOCATION
PER MIDAMERICAN MAPS
APPROX. LOCATION
PER MIDAMERICAN MAPS
U/
E
U/
E
U/
E
22
1010
14
U/E
U/
E
U/E U/E U/E
31.28'
31.5'
68
.
8
'
30
.
9
4
'
31
.
0
8
'
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX
C
O
N
C
R
E
T
E
EX
C
O
N
C
R
E
T
E
EX
C
O
N
C
R
E
T
E
EX CONC WALK
EX
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX CONCRETE SIDEWALKEX CONCRETE SIDEWALKEX CONC WALK
EX
C
O
N
C
R
E
T
E
EX LANDSCAPING ROCK (TYP)
EX LANDSCAPING MULCH (TYP)
83,796 SF
1.92 AC
ZONED:C-1
9.8'
52
.
2
'
59.1'
53
.
3
'
5.0'
10
.
0
'
5.0'
37
.
5
'
56.8'4.
6
'
16.5'
9.
1
'
13.5'0.
4
'
86.8'
27
.
2
'
7.0'
10
.
0
'
7.0'
25
.
5
'
104.2'
9.
2
'
ST
EX DOWNSPOUT TO
UNDERGROUND
PIPE NETWORK (TYP)
EX DOWNSPOUT TO
UNDERGROUND
PIPE NETWORK (TYP)
10
0
0
10
0
4
EX DETECTABLE WARNING
(TYP)
RAMP
REGIONAL DETENTION BASIN
100-YR = 1005.52
D
APPROX. LOCATION PER PLAN
RIM= 1006.41
FL(NE,NW) =1000.21
FL(S) =1000.11
SAWCUT (TYP.)
PROTECT EX STORM
STRUCTURE
PROTECT EX TRANSFORMER
PROTECT EX HYDRANT
REMOVE
INTAKE AND
PIPE AS
NEEDED
PROTECT TREES
SAWCUT & REMOVE
18" GUTTER
SAWCUT & REMOVE
18" GUTTER
PROTECT TREE
PROTECT TREE
PROTECT TREE
PROTECT
TREEPROTECT
TREE
PROTECT
TREE
PROTECT
TREE
PROTECT
TREE
PROTECT MECH.
EQUIP. FOR REMOVE &
RE-INSTALL BY MEP
CONTRACTOR
PROTECT TREE
REMOVE & REUSE SIGNS
REMOVE ADA PVMT MARKINGS
PR
E
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
35
0
1
1
0
4
t
h
S
t
r
e
e
t
,
U
r
b
a
n
d
a
l
e
,
I
A
5
0
3
2
2
P
h
:
5
1
5
-
2
7
6
-
0
4
6
7
BI
S
H
O
P
E
N
G
I
N
E
E
R
I
N
G
+
REFERENCE NUMBER:
DRAWN BY:
REVISION DATE:
SHEET NAME:
SHEET NUMBER:
PROJECT NUMBER:
PR
E
M
I
E
R
E
D
A
N
C
E
8
7
0
N
E
D
O
U
G
L
A
S
P
A
R
K
W
A
Y
WA
U
K
E
E
,
I
A
1-20-26 CITY
2-16-26 CITY
250453
GRAPHIC SCALE
020 10 20 40
L:
\
L
A
N
D
P
R
O
J
E
C
T
S
2
0
2
5
\
2
5
0
4
5
3
P
R
E
M
I
E
R
E
D
A
N
C
E
W
A
U
K
E
E
\
D
W
G
\
C
1
D
E
M
O
.
D
W
G
2/
1
6
/
2
0
2
6
1
:
0
0
:
0
9
P
M
C1.1
DEMO
DEMO LEGEND:
REMOVE UTILITY
REMOVE TREE
PROTECT TREE
REMOVE PAVEMENT
DEMO NOTES:
1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.
SLURRY FROM SAW CUTTING MUST BE CONTAINED AND NOT
ENTER STORM SEWER.
2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITH
ORANGE CONSTRUCTION FENCE AT THE DRIP LINE.
3.NOTIFY UTILITY COMPANIES WHO HAVE FACILITIES THAT ARE
SHOWN ON THE PLANS OR KNOWN TO BE WITHIN THE
CONSTRUCTION LIMITS OF THE SCHEDULE PRIOR TO EACH STAGE
OF CONSTRUCTION.
4.NO WORK SHALL BE PERFORMED BEYOND THE PROJECT LIMITS
WITHOUT PRIOR AUTHORIZATION FROM THE OWNER'S
REPRESENTATIVE.
5.ALL OPEN EXCAVATIONS SHALL BE PROTECTED.
6.ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT
BUT NOT SPECIFICALLY CALLED OUT, SHALL BE CONSIDERED
INCIDENTAL TO THE PROJECT. NO ADDITIONAL COMPENSATION
SHALL BE ALLOWED FOR THE COMPLETION OF THIS WORK. THIS
SHALL INCLUDE REMOVAL OF ABANDONED AND UN-USED UTILITIES
AND STRUCTURES IN WAY OF NEW WORK.
7.REMOVE ADA PARKING SIGNS & POLES, STOCKPILE, AND
REINSTALL AT NEW LOCATIONS AS SHOWN ON LAYOUT PLAN.
8.REMOVE ADA PAVEMENT MARKINGS AND THE PORTION OF THE
CROSSWALK MARKING NOT NEEDED FOR THE NEW ACCESS AISLE
MARKING; SEE LAYOUT SHEET FOR FINAL MARKINGS.
ST ST ST
D
BLDG ADDN
ONE-STORY
(4,210 SF)
BLDG ADDN
ONE-STORY
(3,135 SF)
11'
60
.
8
'
45.31'
53
.
0
9
'
10
5
.
3
6
'
92.8'
10.46'
8.
9
'
4 6
RAMP
NO CURB
6' WALK
8' WALK
32
.
8
3
'
D
4.36'
9'11.79'
17
'
RAMP
A/C
A/C A/C A/C A/C
A/C
9'
17
'
9'
17
'
9
12
12
EX.RAMPEX.RAMP
LOT 36
CP #9100
CP #9101
CP #9104
CP #9105
CP #9200
GM
2" TREE
D
2" TREE
2" TREE
EPEP
EM
2" TREE
CO A/C
3" TREE
FO
4" PINE
4" PINE
4" PINE
3" TREE
3" TREE
3" TREE
3" TREE
4" PINE
4" PINE
3" TREE
3" TREE
3" TREE
3" TREE
FO F/O
D
3" TREE
2" TREE
WVWV
2" TREE
A/C A/C
H Y D
WV
3" PINE
S
WV
CP #9201
WV
H Y D
WV
H Y D
4" TREE
4" TREE
H Y D
WV
4" TREE
D
4" PINE
4" PINE
4" PINE
4" OAK
3" OAK
3" OAK
4" TREE
5" TREE
5" TREE
5" OAK
6" TREE
5" TREE
EX RIPRAP
30
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
L
I
N
E
30
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
L
I
N
E
30' BUILDING SETBACK LINE
30' BUILDING SETBACK LINE
EX BUILDING
870 NE DOUGLAS PKWY
12,621 SF
ST
ST
ST 36"
ST 36"
ST 36"
ST 36"
W6"
W
6"
W12"
W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"
W2"
W2"
W2"
W2"
ST 12"
SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"
SAN
SAN
SAN
ST
18
"
ST
18
"
ST18"
ST18"
ST18"
ST18"
ST
18"
ST
18"
ST
18"
ST
18"
ST
18"
W8"
NE DOUGLAS PARKWAY
R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE)
NE
A
D
D
I
S
O
N
D
R
I
V
E
60
'
R
.
O
.
W
.
(
P
U
B
L
I
C
S
T
R
E
E
T
-
C
O
N
C
R
E
T
E
S
U
R
F
A
C
E
)
ST
15
"
ST
15
"
W6"W6"W6"W6"
FF
=
1
0
0
8
.
3
8
FF=1008.35
FF=1008.42
FF=1008.42
FF
=
1
0
0
8
.
3
1
SAN
6"
DS DSST8"
DS DS
DS DS
LOT 35
OWNER:CASEY'S MARKETING
COMPANY
ZONED: C-1
ST
8"
ST
8"
ST 8"ST 8"
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
F/O
F/O
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
EX CANOPY
EX CANOPY COLUMN (TYP)
EX CANOPY
G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"
G
G
G
G
G
G
G
OUTLOT Z
OWNER: LANDING AT
SHADOW CREEK LLC
ZONED: R-2
W
8"
W8"
W8"
W8"
W8"
W8"
W
8"
W8"
W8"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
F/O F/O F/O F/O F/O F/O F/O F/O F/O
LOT 34
OWNER: SHADOW
CREEK II LLC
ZONED: C-1
W W W
EX TRASH ENCLOSURE
EX GATE
EX BOLLARD (TYP)
20'
S
T
O
R
M
S
E
W
E
R
E
A
S
E
M
E
N
T
BO
O
K
2
0
1
6
P
A
G
E
1
9
6
7
9
30' LANDSCAPE BUFFER EASE.
BOOK 2016 PAGE 19684
25
'
L
A
N
D
S
C
A
P
E
B
U
F
F
E
R
E
A
S
E
M
E
N
T
BO
O
K
2
0
1
6
P
A
G
E
1
9
6
8
4
30
'
L
A
N
D
S
C
A
P
E
B
U
F
F
E
R
E
A
S
E
M
E
N
T
BO
O
K
2
0
1
6
P
A
G
E
1
9
6
8
4
ELECTRIC EASEMENT
BOOK 2016 PAGE 19679
10' P.U.E.
BOOK 2016 PAGE 19679
JOINT ACCESS EASEMENT
BOOK 2017 PAGE 13695
10' ELEC EASEMENT
BK 2022 PG 12784
15
'
P
.
U
.
E
.
BO
O
K
2
0
1
6
P
A
G
E
1
9
6
7
9
15
'
S
A
N
I
T
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
BO
O
K
2
0
1
6
P
A
G
E
1
9
6
7
9
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/E
U/EU/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/
E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/
E
U/
E
U/
E
10
14
U/E
U/
E
U/E U/E U/E
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX
C
O
N
C
R
E
T
E
EX
C
O
N
C
R
E
T
E
EX
C
O
N
C
R
E
T
E
EX CONC WALK
EX
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX CONCRETE SIDEWALKEX CONCRETE SIDEWALKEX CONC WALK
EX
C
O
N
C
R
E
T
E
EX LANDSCAPING ROCK (TYP)
EX LANDSCAPING MULCH (TYP)
83,796 SF
1.92 AC
ZONED:C-1
9.8'
52
.
2
'
59.1'
53
.
3
'
5.0'
10
.
0
'
5.0'
37
.
5
'
56.8'4.
6
'
16.5'
9.
1
'
13.5'0.
4
'
86.8'
27
.
2
'
7.0'
10
.
0
'
7.0'
25
.
5
'
104.2'
9.
2
'
(S89°32'47"W, 128.80')
(S84°44'35"E, 76.63')
(S
0
0
°
2
8
'
2
1
"
E
,
2
8
9
.
6
0
'
)
(S89°31'39"W, 283.40')
(S
0
0
°
2
8
'
2
1
"
E
,
2
2
2
.
5
2
'
)
(R
=
7
2
0
.
0
0
'
)
ST
(R=720.00' Δ=88°08'57" L=38.46'
CHB=S47°47'49"W CH=34.78')
(R=1244.00' Δ=2°19'31" L=50.48'
CHB=N89°17'28"W CH=50.48')
EX DETECTABLE WARNING
(TYP)
REGIONAL DETENTION BASIN
100-YR = 1005.52
D
2
1
3
4
PR
E
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
35
0
1
1
0
4
t
h
S
t
r
e
e
t
,
U
r
b
a
n
d
a
l
e
,
I
A
5
0
3
2
2
P
h
:
5
1
5
-
2
7
6
-
0
4
6
7
BI
S
H
O
P
E
N
G
I
N
E
E
R
I
N
G
+
REFERENCE NUMBER:
DRAWN BY:
REVISION DATE:
SHEET NAME:
SHEET NUMBER:
PROJECT NUMBER:
PR
E
M
I
E
R
E
D
A
N
C
E
8
7
0
N
E
D
O
U
G
L
A
S
P
A
R
K
W
A
Y
WA
U
K
E
E
,
I
A
1-20-26 CITY
2-16-26 CITY
250453
GRAPHIC SCALE
020 10 20 40
L:
\
L
A
N
D
P
R
O
J
E
C
T
S
2
0
2
5
\
2
5
0
4
5
3
P
R
E
M
I
E
R
E
D
A
N
C
E
W
A
U
K
E
E
\
D
W
G
\
C
2
L
A
Y
O
U
T
.
D
W
G
2/
1
6
/
2
0
2
6
1
:
0
0
:
1
5
P
M
C2.1
LAYOUT PLAN
24" MIN.
12"
1" NOMINAL
6"
M
A
X
1" NOMINAL
1"
5/
8
"
ROADWAY PAVEMENT
NOTE:
*IMPORTANT:* 1" EXPANSION JOINT BETWEEN
ROADWAY PAVEMENT AND WALK MUST BE
INSTALLED TO FULL DEPTH OF SLAB.
FINISH W/ 3/4" RADIUS TOOL
SEALED 'E' JOINT
SEE DETAIL A
& NOTES
SEE PAVEMENT SECTION
FOR SUBGRADE INFO
IF ROCK IS USED UNDER
ROADWAY PAVEMENT, CONTINUE
ROCK UNDER SIDEWALK
PAVEMENT, MATCH SECTION
SEALED 'E' JOINT
SEE DETAIL A
& NOTES
BUILDING WALL
(WHERE APPLICABLE)
5"
5"
#4 BARS 24" O/C BOTH WAYS
ALL REINFORCEMENT SHALL
BE EPOXY COATED
6"
TURNED DOWN WALK DETAIL
NOT TO SCALE
EDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINT
INDICATED IF FORMED; EDGING NOT REQUIRED
WHEN CUT WITH DIAMOND BLADE SAW
1/2" GRAY MASTIC JOINT
SEALANT MATERIAL
RESILIENT JOINT FILLER
SLOPE PER PLANS 1.5% MAX CROSS SLOPE
(DIRECTION SHOWN ON GRADING PLANS)
DETAIL A: NOT TO SCALE
NOTE:
IN ADA ZONES, SIDEWALK SHALL
BE FLUSH WITH PARKING LOT
PAVEMENT. SEE SHEET C2.1
SIDEWALK DETAIL
NOT TO SCALE
FINISHED GROUND GRADE
(INCLUDING SOD) SHALL BE
1/4" BELOW FINISHED PAVEMENT
GRADE ON DOWNHILL SIDE
WIDTH PER PLAN
5" PCC (UNLESS NOTED OTHERWISE)
NOTE: SLOPE SIDEWALK IN
ACCORDANCE WITH GRADING PLAN,
1.5% CROSS SLOPE
6" COMPACTED SUBASE
PAVING NOTES:
1.SAWCUT NEW PAVEMENT TO MATCH EXISTING JOINTS.
2.SAW NEW PAVEMENT INTO SECTIONS BETWEEN APPROXIMATELY SQUARE (11' X
11' DRIVE / 5' X 5' WALKS). LENGTH SHALL NOT EXCEED 150% OF WIDTH.
3. PLACE 1/2" EXPANSION JOINT MATERIAL (FIBERBOARD) AROUND ALL
STRUCTURES (MANHOLES, JUNCTION BOXES, POLES, BOLLARDS, ETC.) IN
PAVEMENT; NEXT TO BUILDING, ALONG ADJACENT SIDEWALKS, AND DROP-FACED
WALK CURB.
4.CONTRACTOR TO PROVIDE SAWCUT JOINTING PLAN TO OWNER OR OWNER'S
REPRESENTATIVE PRIOR TO ANY CONCRETE PAVEMENT INSTALLATION.
5.PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED
WITHOUT AN APPROVED JOINTING PLAN.
6.ALL TRANSVERSE JOINTS SHALL BE TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN
THE CASE OF A DAY'S WORK JOINT.
PAVEMENT MARKING NOTES:
1.PAINT 4" WHITE LINES FOR ALL NEW
PARKING STALL LINES SHOWN.
LEGEND:
5" SIDEWALK
6" PCC - HEAVY DUTY SIDEWALK
1 SIDEWALK- TURNED DOWN CURB
REPLACE RAMP WITH FULL CURB - MATCH EXISTING
BOLLARD
RELOCATED ADA PARKING STRIPING AND SIGNS
2
3
KEYED NOTES:
24"
3"4.5"
6"
8"
R 1"
R 2"
NOTES:
1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN.
2.INSTALL CURB & GUTTER INTERGRAL WITH PAVING.
3.PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.
4000 PSI PCC
SEE PLANS FOR DEPTH
12" SUBGRADE
PREPARATION
IN TWO 6" LIFTS
COMPACTED
BACKFILL
PAVEMENT SECTION
SCALE NONE
T
< 8''24'' Long at 30'' Centers
Joint Bars
'BT-5'#4
#5
'BT-3'24'' Long at 30'' Centers
Bar Length and Spacing
'BT-4'24'' Long at 15'' Centers≥ 8''
T
9'' min.15'' min.
3
4'' Dia. Hole for BT-3
and BT-4 Joint5
8'' Dia. Hole for BT-5
Joint
'BT'
ABUTTING PAVEMENT JOINT - RIGID TIE (Drilled)
Resilient
Joint Filler
See Detail F
1'' Nominal
'E'
1/2'' EXPANSION JOINT
DETAIL F
5
8''
Joint
Filler
1
2'' Joint Sealant
Material
T
See Detail A or B
'C'
CONTRACTION JOINT
TRANSVERSE CONTRACTION
1
4'' ± 1
16'' Saw CutJoint Sealant Material
1
4'' ± 1
8''
Saw Cut
A
A
Crack or
Joint Line
1
8'' to 5
16'' Saw CutJoint Sealant Material
1
4'' ± 1
8''
1 1
4'' ± 1
4''
Crack or
Joint Line
A
A
T/4 ± 1/4''
DETAIL B
(Saw cut formed by approved early concrete sawing equipment.)
DETAIL A
(Saw cut formed by conventional concrete sawing equipment.)
T
See Detail D
T
< 8''36'' Long at 30'' Centers
Joint Bars
'L-1'#4
#5
'L-2'36'' Long at 30'' Centers
Bar Length and Spacing
'L-3'36'' Long at 15'' Centers
≥ 8''
'L'
CONTRACTION JOINT
Crack or
Joint Line
T/3 ± 1
4''
Joint Sealant Material
1
4'' ± 1
16'' Saw Cut
DETAIL D
(Required when the Department of Transportation
is not the Contracting Authority, or when
specified in the contract documents)
LONGITUDINAL CONTRACTION
SCALE NONE
4
ST ST ST
D
BLDG ADDN
ONE-STORY
(4,210 SF)
BLDG ADDN
ONE-STORY
(3,135 SF)
4 6
RAMP
NO CURB
6' WALK
8' WALK
1008.00
FF=1008.42
1007.50
1007.00 1008.40
1008.40
1007.72
NO CURB
EX 1007.60 G
1008.22
1008.00
FF=1008.42
1008.00
1008.40
1008.35 EX
1008.45 EX
1007.78
2.
5
8
%
1.50%
2.82%
1007.69
1007.69
1007.60
D
EX 1007.92TC
EX 1007.90TC
EX 1008.03 TC
EX 1007.58 G
EX 1008.08
0.36%
1.22%
0.00%
END CURB
1007.60 G
1008.10TC
EX 1007.60 G
1008.09 TC
EX 1007.59 G
1008.10TC
EX 1007.60 G
2.17%3.37%
RAMP
1.02%
1.36%
EX1008.22
1.
5
%
1.
5
%
1007.72 1.
5
%
1007.88
1.
3
3
%
0.00%
1008.18
1008.29
1.
0
0
%
1.00%
2.
0
0
%
1.00%1007.77
1.
3
3
%
0.
4
5
%
0.0%
1.
5
0
%
0.
2
5
%
3.40%
0.0%
1008.09 TC
EX 1007.59 G
EX 1006.86 TC
EX 1006.39 G
EX 1007.13 TC
EX 1006.70 G
1007.09 TC
1006.59 G1007.40 TC
1006.90 G
0.86%
0.86%
1.
4
3
%
0.
9
4
%
EX 1007.67 TC
EX 1007.19 G
EX 1006.83 TC
EX 1006.36 G
1007.80 TC
1007.30 G1007.06 TC
1006.56 G
1.29%
1.37%
0.
8
0
%
1.
0
0
%
A/C
A/C A/C A/C A/C
A/C
1007.72EX
1007.13EX
1006.77EX
4:1 SLOPE
4:
1
S
L
O
P
E
4:1
1007.12EX
1005.20EX
1006.70EX
HIGH PT
1006.63EX 1007.10
HP SWALE
85LF @2%SWALE
90LF @2%1006.06
HP
4:1
5:1
1005.90
4:1
3:
1
EX.RIDGEEX.RIDGE
1006.501007
10
0
7
10
0
6
.
5
0
1008
10
0
8
10
0
6
1008
10
0
8
1008
1006
3:1 SLOPE
4:
1
5:1
1006.83EX HP
1007
9
12
12
EX.RAMPEX.RAMP
100-YR=1005.44
<
<
<<<
OVERFLOW
ROUTE
OVERFLOW EL=1006.83
D
CP #9101
CP #9104
CP #9200
GM
D
EPEP
EM
CO A/C
FO FO F/O
DWVWV
A/C A/C
H Y D
WV
S
WV
CP #9201
WV
H Y D
WV
H Y D
H Y D
WV
D
10
0
7
100
8
1007
1007
1007
1007
1006
10061006
10
0
7
100
7
100
6
1001
1002
1003
1004 1004
1005
1005
1006
1007
1006
1005
10
0
6
1007
1007
10
0
8
1006
1006
100
7
10
0
7
10
0
8
1007
1007
1007
1006
100
6
10
0
7
1006
1005
1004
1003
1007
1007
100
7
10
0
8
10
0
8
1006
1006
10
0
6
10
0
5
10
0
4
10
0
1
10
0
3
1004
100
4
10
0
1
10
0
2
10
0
3
10
0
4
10
0
4
10
0
8
100
7
10
0
8
1008
10
0
5
1008
1008
1007
1008
1008
1008
1006
100
8
10
0
8
10
0
8
10
0
8
EX RIPRAP
30
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
L
I
N
E
30
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
L
I
N
E
30' BUILDING SETBACK LINE
30' BUILDING SETBACK LINE
EX BUILDING
870 NE DOUGLAS PKWY
12,621 SF
ST
ST
ST 36"
ST 36"
ST 36"
W6"
W6"
W12"
W12"W12"W12"W12"W12"W12"W12"W12"W12"
ST 12"
SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"
SAN
SAN
ST
18
"
ST
18
"
ST18"
ST18"
ST18"
ST18"
ST
18"
ST
18"
ST
18"
ST
18"
ST
18"
W8"
NE DOUGLAS PARKWAY
R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE)
NE
A
D
D
I
S
O
N
D
R
I
V
E
60
'
R
.
O
.
W
.
(
P
U
B
L
I
C
S
T
R
E
E
T
-
C
O
N
C
R
E
T
E
S
U
R
F
A
C
E
)
ST
15
"
ST
15
"
W6"W6"W6"W6"
FF
=
1
0
0
8
.
3
8
FF=1008.35
FF=1008.42
FF=1008.42
FF
=
1
0
0
8
.
3
1
SAN
6"
DS DSST8"
DS DS
DS DS
ST
8"
ST
8"
ST 8"ST 8"
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
F/O
F/O
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
EX CANOPY
EX CANOPY COLUMN (TYP)
EX CANOPY
G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"
G
W8"
W
8"
W
8"
W
8"
W8"
W
8"
W8"
W
8"
W8"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
W
EX TRASH ENCLOSURE
EX GATE
EX BOLLARD (TYP)
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/E
U/E
U/EU/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/
E
U/E U/E U/E U/E U/E U/E U/E U/E U/E
10
14
U/E
U/
E
U/E U/E
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX
C
O
N
C
R
E
T
E
EX
C
O
N
C
R
E
T
E
EX
C
O
N
C
R
E
T
E
EX CONC WALK
EX
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX CONCRETE SIDEWALKEX CONCRETE SIDEWALKEX CONC WALK
EX
C
O
N
C
R
E
T
E
EX LANDSCAPING ROCK (TYP)
EX LANDSCAPING MULCH (TYP)
9.8'
52
.
2
'
59.1'
53
.
3
'
5.0'
10
.
0
'
5.0'
37
.
5
'
56.8'4.
6
'
16.5'
9.
1
'
13.5'0.
4
'
86.8'
27
.
2
'
7.0'
10
.
0
'
7.0'
25
.
5
'
104.2'
9.
2
'
ST
10
0
0
10
0
4
EX DETECTABLE WARNING
(TYP)
REGIONAL DETENTION BASIN
100-YR = 1005.52
D
PR
E
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
35
0
1
1
0
4
t
h
S
t
r
e
e
t
,
U
r
b
a
n
d
a
l
e
,
I
A
5
0
3
2
2
P
h
:
5
1
5
-
2
7
6
-
0
4
6
7
BI
S
H
O
P
E
N
G
I
N
E
E
R
I
N
G
+
REFERENCE NUMBER:
DRAWN BY:
REVISION DATE:
SHEET NAME:
SHEET NUMBER:
PROJECT NUMBER:
PR
E
M
I
E
R
E
D
A
N
C
E
8
7
0
N
E
D
O
U
G
L
A
S
P
A
R
K
W
A
Y
WA
U
K
E
E
,
I
A
1-20-26 CITY
2-16-26 CITY
250453
GRAPHIC SCALE
020 10 20 40
GRADING LEGEND:
EXISTING CONTOUR
PROPOSED CONTOUR
FINISHED GROUND ELEVATION
TOP OF CURB ELEVATION
GUTTER ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
EDGE OF WALK ELEVATION
TOP OF STAIR ELEVATION
BOTTOM OF STAIR ELEVATION
NOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHED
GROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.
150.50E/W
150.50B/W
150.50T/W
150.50G
150.50T/C
150.50
150
150
150.50T/S
150.50B/S
L:
\
L
A
N
D
P
R
O
J
E
C
T
S
2
0
2
5
\
2
5
0
4
5
3
P
R
E
M
I
E
R
E
D
A
N
C
E
W
A
U
K
E
E
\
D
W
G
\
C
3
G
R
A
D
I
N
G
.
D
W
G
2/
1
6
/
2
0
2
6
1
:
0
0
:
2
0
P
M
GENERAL NOTES:
1.CONTRACTOR TO COORDINATE WITH ARCHITECTURAL PLANS FOR BUILDING OVERHEAD AND MAN DOOR
ELEVATION DETAILS. ALL BUILDING STOOPS SHALL HAVE A MINIMUM 1.0% CROSS SLOPE AND A MAX 2% CROSS
SLOPE.
2.CONTRACTOR TO VERIFY AND COORDINATE EXTERIOR PAVEMENT ELEVATIONS ADJACENT TO STOOP AND DOOR
LOCATIONS TO PROVIDE A MINIMUM 1.0% SLOPE AND A MAX 5% SLOPE AWAY FROM BUILDING AND BUILDING
STOOPS.
3.ALL PAVEMENT AREAS SHALL HAVE A MINIMUM 0.50% SLOPE TO PROVIDE POSITIVE DRAINAGE.
3.SIDEWALKS SHALL HAVE A MINIMUM 1.0% CROSS SLOPE AND A MAX 2% CROSS SLOPE AT ANY LOCATION.
4.ANY AS-BUILT PAVEMENTS AREAS THAT ARE IDENTIFIED TO HAVE LOW SPOTS OR PONDING SHALL BE REMOVED
AND REPLACED, AT CONTRACTOR'S EXPENSE, AS NEEDED TO PROVIDE POSITIVE DRAINAGE.
5.CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS FOR ANY RELOCATION OR LOWERING OF EXISTING
UTILITIES TO ACCOMMODATE GRADING AND NEW UTILITIES. ANY REMOVAL AND REPLACEMENT OF SAID UTILITIES
SHALL BE INCIDENTAL.
6.CONTRACTOR TO VERIFY ALL GRADING ELEVATIONS AND CONTACT THE OWNER/ENGINEER, PRIOR TO
CONSTRUCTION, IF THERE ARE ANY DISCREPANCIES OR CONFLICTS BETWEEN THE PLANS AND TYPICAL
CONSTRUCTION STANDARDS AND TOLERANCES.
7.CONTRACTOR SHALL ADJUST EXISTING UTILITY STRUCTURES RIMS TO GRADE.
8.THE GEOTECHNICAL REPORT AS APPROVED BY THE OWNER'S GEOTECHNCIAL ENGINEER SHALL GOVERN. ANY
ADDITIONAL HAUL OFF OF UNSUITABLE SOILS IDENTIFIED BY THE OWNER'S GEOTECHNCIAL ENGINEER AND
REPLACEMENT WITH SUITABLE FILL SHALL BE INCIDENTAL AND AT THE CONTRACTOR'S EXPENSE.
9.ADDITIONAL GRADING AND REWORK TO CORRECT DEFICIENCIES TO MEET THE GEOTECHNCIAL REPORT DESIGN
REQUIREMENTS SHALL BE INCIDENTAL AND AT THE CONTRACTOR'S EXPENSE.
TOPSOIL NOTES:
1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS.
2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED) AREAS. IMPORT TOPSOIL AS
NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 8".
3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.
4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH, FROM
WELL DRAINED SITE FREE FROM FLOODING, NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM
SUBSOIL, CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND FOREIGN
MATTER; ACIDITY RANGE (PH) OF 6 TO 8; CONTAINING MINIMUM 5 PERCENT AND MAXIMUM 20 PERCENT ORGANIC
MATTER.
OVEREXCAVATION NOTES:
1.CONTRACTOR TO COORDINATE WITH GEOTECHNICAL REPORT/SPECIFICATIONS FOR ANY OVER EXCAVATION AND
STRUCTURAL BACK FILL REQUIREMENTS WITHIN THE BUILDING PAD/FOOTING AND SITE PAVEMENT LIMITS.
EARTHWORK EXPORT & IMPORT NOTES:
1.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR
PAID FOR SEPARATELY. CONTRACTOR RESPONSIBLE FOR MAKING THE SITE EARTHWORK BALANCE.
2.THIS INCLUDES BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS, EXCESS SPOILS AND STRUCTURAL FILL NECESSARY
TO MEET PROJECT PLANS AND SPECIFICATIONS.
C3.1
GRADING PLAN
SURFACE RESTORATION NOTES:
1. ALL FINAL SLOPES SHALL BE 4:1 (HORZ TO VERT) OR FLATTER, UNLESS OTHERWISE
NOTED ON PLANS, ESPECIALLY AT INTAKES AND OPEN PIPE ENDS.
2. SODDING SHALL NOT OCCUR UNTIL OWNER HAS REVIEWED AND ACCEPTED FINAL
GRADING. UNAPPROVED GRADING MAY REQUIRE REMOVAL OF SOD TO CORRECT.
DISTURBED AREA:
EXPECTED AREA TO BE DISTURBED = 12,750 SF
ST ST ST
D
BLDG ADDN
ONE-STORY
(4,210 SF)
BLDG ADDN
ONE-STORY
(3,135 SF)
4 6
RAMP
NO CURB
6' WALK
8' WALK
18" NYLOPLAST INTAKE
DOME TOP
RIM= 1005.40
FL= 1002.28
8" ROOF DRAIN
34 LF @ 0.90%
VERIFY 8" ROOF DRAIN
FL = 1003.11 +/-
STORM MH 24" NYLOPLAST
INTERCEPT EXIST. 15" N-12
RIM=1007.80
FL(N)= 1001.82
FL(SE)= 1001.72 +/-
15" ROOF DRAIN
66 LF @ 0.50%
15" N-12
26LF @ 0.50%
D
STORM MH 24" NYLOPLAST
RIM = 1006.80
FL(W)=1001.95
FL(S)= 1001.85
0.70%EX
RAMP
A/C
ADD A/C UNIT
ADD A/C UNITS,
SEE MEP
A/C A/C A/C A/C
8" ROOF DRAIN
28LF @ S= 1.00% MIN
DOWNSPOUT CONN.
FL= 1002.03
8" ROOF DRAIN
CONNECT FL= 1001.75
DOWNSPOUT CONN.
FL= 1001.18
8" ROOF DRAIN
16LF @ S= 2.00% MIN
8" ROOF DRAIN
WYE CONNECT.
FL= 1000.86
S=0
.
4
4
%
E
X
ADD A/C UNIT
A/C
9
12
12
EX.RAMPEX.RAMP
LOT 36
H Y D
TBM: BURY BOLT
ELEV=1005.09
CP #9100
CP #9101
CP #9104
CP #9105
CP #9200
GM
D EX STORM MH
RIM=1007.47
FL(NW 15" N-12)=1001.57
FL(S 18" N-12)=1001.52EPEP
EM
CO A/C
FO
EX BEEHIVE INTAKE
TOP HIVE=1006.85
RIM=1006.26
FL(N 15" N-12)=1001.11
FL(SE 18" RCP)=1000.91
EX BEEHIVE INTAKE
TOP HIVE=1005.90
RIM=1005.20
FL(S 15" N-12)=1001.65
FO F/O
EX INTAKE
T/C=1004.44
RIM=1003.90
FL(E 12"HDPE)=990.60
D
EX STORM MH
RIM=1008.12
FL(N 18" N-12)=1001.02
FL(SW 18" RCP)=1000.70
WVWV
A/C A/C
H Y D
TBM: BURY BOLT
ELEV=1006.11
EX INTAKE
T/C=1004.64
RIM=1003.94
FL(W 12" RCP)=1000.19
WV
S
EX SAN MH
RIM=1004.39
INV(W 8"PVC)=990.64
WV
CP #9201
WV
H Y D
TBM: BURY BOLT
ELEV=1008.99
WV
H Y D
TBM: BURY BOLT
ELEV=1009.81
H Y D
TBM: BURY BOLT
ELEV=1008.76
WV
D
EX STORM MH AND
OPEN THROAT INTAKE
RIM=1006.52
OPENING (N & W)=1006.36
**FL(W 24"RCP)=998.09**
**FL(E 36"RCP)=998.04**
**PER OLD PLANS**
EX 24" RCP FES
FL=999.62
EX 24" RCP FES
FL=999.85
EX 24" RCP FES
FL=999.26
EX 24" RCP FES
FL=998.68
EX RIPRAP
EX BUILDING
870 NE DOUGLAS PKWY
12,621 SF
ST
ST
ST 36"
ST 36"
ST 36"
ST 36"
ST 36"
W6"
W6"
W12"
W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"
W2"
W2"
W
2"
W
2"
ST 12"
SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"
SAN
SAN
SAN
ST
18
"
ST
18
"
ST18"
ST18"
ST18"
ST18"
ST
18"
ST
18"
ST
18"
ST
18"
ST
18"
W8"
NE DOUGLAS PARKWAY
R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE)
NE
A
D
D
I
S
O
N
D
R
I
V
E
60
'
R
.
O
.
W
.
(
P
U
B
L
I
C
S
T
R
E
E
T
-
C
O
N
C
R
E
T
E
S
U
R
F
A
C
E
)
ST
15
"
ST
15
"
W6"W6"W6"W6"
FF
=
1
0
0
8
.
3
8
FF=1008.35
FF=1008.42
FF=1008.42
FF
=
1
0
0
8
.
3
1
SAN
6"
EX SANITARY SERVICE
PER OLD PLANS
DS DSST8"
EX DOWNSPOUT TO
UNDERGROUND
PIPE NETWORK (TYP)
DS DS
DS DS
LOT 35
ST
8"
ST
8"
ST 8"ST 8"EX SCUPPER
DRAIN
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
F/O
F/O
F/O
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
EX CANOPY
EX CANOPY COLUMN (TYP)
EX CANOPY
G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"
G
EX LOCATION
GAS SERVICE
PER CITY GIS
EX LOCATION
PER CITY/MIDAMERICAN
G
G
G
G
G
G
APPROX. LOCATION
PER CITY MAPS
APPROX. LOCATION
PER CITY MAPS
OUTLOT Z
W8"
W8"
W8"
W
8"
W8"
W8"
W8"
W8"
W8"
APPROX. LOCATION
PER LUMEN MAPS
APPROX. LOCATION
PER LUMEN MAPS
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
G
2"
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
APPROX. LOCATION
PER MIFIBER MAPS
APPROX. LOCATION
PER CITY MAPS
APPROX. LOCATION
PER CITY MAPS
APPROX. LOCATION
PER CITY MAPS
LOT 34
W W W
EX TRASH ENCLOSURE
EX GATE
EX BOLLARD (TYP)
20'
S
T
O
R
M
S
E
W
E
R
E
A
S
E
M
E
N
T
BO
O
K
2
0
1
6
P
A
G
E
1
9
6
7
9
30' LANDSCAPE BUFFER EASE.
BOOK 2016 PAGE 19684
25
'
L
A
N
D
S
C
A
P
E
B
U
F
F
E
R
E
A
S
E
M
E
N
T
BO
O
K
2
0
1
6
P
A
G
E
1
9
6
8
4
30
'
L
A
N
D
S
C
A
P
E
B
U
F
F
E
R
E
A
S
E
M
E
N
T
BO
O
K
2
0
1
6
P
A
G
E
1
9
6
8
4
ELECTRIC EASEMENT
BOOK 2016 PAGE 19679
10' P.U.E.
BOOK 2016 PAGE 19679
JOINT ACCESS EASEMENT
BOOK 2017 PAGE 13695
10' ELEC EASEMENT
BK 2022 PG 12784
15
'
P
.
U
.
E
.
BO
O
K
2
0
1
6
P
A
G
E
1
9
6
7
9
15
'
S
A
N
I
T
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
BO
O
K
2
0
1
6
P
A
G
E
1
9
6
7
9
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/
E
U/E
U/E
U/EU/E
U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
U/
E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EAPPROX. LOCATION
PER MIDAMERICAN MAPS
APPROX. LOCATION
PER MIDAMERICAN MAPS
U/
E
U/
E
U/
E
10
14
U/E
U/
E
U/E U/E U/E
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX CONCRETE
EX
C
O
N
C
R
E
T
E
EX
C
O
N
C
R
E
T
E
EX
C
O
N
C
R
E
T
E
EX CONC WALK
EX
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX CONCRETE SIDEWALKEX CONCRETE SIDEWALKEX CONC WALK
EX
C
O
N
C
R
E
T
E
EX LANDSCAPING ROCK (TYP)
EX LANDSCAPING MULCH (TYP)
9.8'
52
.
2
'
59.1'
53
.
3
'
5.0'
10
.
0
'
5.0'
37
.
5
'
56.8'4.
6
'
16.5'
9.
1
'
13.5'0.
4
'
86.8'
27
.
2
'
7.0'
10
.
0
'
7.0'
25
.
5
'
104.2'
9.
2
'
ST
EX DOWNSPOUT TO
UNDERGROUND
PIPE NETWORK (TYP)
EX DOWNSPOUT TO
UNDERGROUND
PIPE NETWORK (TYP)
EX DETECTABLE WARNING
(TYP)
REGIONAL DETENTION BASIN
100-YR = 1005.52
D
APPROX. LOCATION PER PLAN
RIM= 1006.41
FL(NE,NW) =1000.21
FL(S) =1000.11
PR
E
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
35
0
1
1
0
4
t
h
S
t
r
e
e
t
,
U
r
b
a
n
d
a
l
e
,
I
A
5
0
3
2
2
P
h
:
5
1
5
-
2
7
6
-
0
4
6
7
BI
S
H
O
P
E
N
G
I
N
E
E
R
I
N
G
+
REFERENCE NUMBER:
DRAWN BY:
REVISION DATE:
SHEET NAME:
SHEET NUMBER:
PROJECT NUMBER:
PR
E
M
I
E
R
E
D
A
N
C
E
8
7
0
N
E
D
O
U
G
L
A
S
P
A
R
K
W
A
Y
WA
U
K
E
E
,
I
A
1-20-26 CITY
2-16-26 CITY
250453
GRAPHIC SCALE
020 10 20 40
L:
\
L
A
N
D
P
R
O
J
E
C
T
S
2
0
2
5
\
2
5
0
4
5
3
P
R
E
M
I
E
R
E
D
A
N
C
E
W
A
U
K
E
E
\
D
W
G
\
C
4
U
T
I
L
I
T
Y
.
D
W
G
2/
1
6
/
2
0
2
6
1
:
0
0
:
2
5
P
M
C4.1
UTILITY PLAN
5'
M
I
N
.
D
E
P
T
H
FLOOR SLAB
DOWNSPOUT CONNECTION DETAIL
NOT TO SCALE
EXTERIOR WALL
DOWNSPOUT (REF ARCH)
INSTALL CAP ON STORM PIPE AND
EXTEND DOWNSPOUT INTO CAP COVER
PROPOSED GROUND
FOUNDATION WALL
90o BEND 4" N-12 PIPE
CONNECT TO 8" STORM
SEWER W/WYE
UTILITY NOTES:
1.CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE
PLANS AND VERIFY THAT THE SLOPE/ LENGTH OF PIPE
CALLOUTS MATCH WITH PIPE ELEVATIONS AT STRUCTURES. IF
ANY DISCREPANCIES ARE FOUND, CONTRACTOR SHALL
CONTACT THE ENGINEER BEFORE PLACING ANY PIPE. IF NOT
CHECKED BEFORE INSTALLATION, THE REMOVAL AND
REINSTALLATION OF INCORRECTLY PLACED PIPE SHALL BE AT
CONTRACTOR'S EXPENSE.
2.CONTRACTOR SHALL NOT RELY UPON PIPE LEVELS/LASERS FOR
MEETING ELEVATIONS, BUT SHALL CHECK WITH AUTOMATIC
LEVELS /TRANSITS AND LEVEL RODS.
3.CONTRACTOR SHALL VERIFY PIPE MATERIAL TYPE WITH CITY
PLUMBING INSPECTION BEFORE INSTALLATION.
4.COSTS FOR CHECKING GRADES AND ELEVATIONS OF
INCORRECTLY INSTALLED PIPE OR STRUCTURES SHALL BE PAID
BY THE CONTRACTOR.
5.ALL PROPOSED UTILITIES SHALL BE PRIVATE, UNLESS NOTED
OTHERWISE.
6.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER
UNLESS NOTED OTHERWISE.
7.TRACER WIRE SHALL BE INSTALLED WITH WATER PIPE AND
BROUGHT UP TO SURFACE; SEE SPECIFICATIONS.
8.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP.
9.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR
CLASS III RCP.
10.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE,
ASSOCIATED F.E.S. SHALL BE CMP.
11.TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY
NOT BE DRAWN TO ACTUAL SIZE. PAD SHALL CONFORM TO ALL
UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS.
PRIVATE UTILITIES NOTE:
PROVIDE PROPER SEPARATION BETWEEN GAS AND
ELECTRIC SERVICES TO COMPLY WITH GAS AND
ELECTRICAL CODES.
NOTES:
1. MAX COVER OVER TOP OF PIPE IS 4 FT.
2. PLACE CAP AT END IF END OF RUN.
COMPACTED CRUSHED
STONE BASE
TEE
RISER
POLYOLEFIN ROUND GRATE
COMPACTED
EARTH
PERFORATED
PVC OR
HDPE PIPE
IN-LINE DRAIN (TEE INTAKE)
DETAIL NOT TO SCALE
CLEAN GRAVEL
BACKFILL,
AROUND AND 8"
ABOVE PIPE.
Final Trench Backfilll
KEY
OD = Outside diameter of pipe
TW = Trench width at top of pipe:
Min. = OD+18 inches OR
1.25xOD+12 inches
(whichever is greater)
FLEXIBLE PIPE -TRENCH BEDDING
1
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
INLET PROTECTION
SF
SF
SF
INLET PROTECTION
SF
SF
SF
LIMIT OF DISTURBANCE
ST ST ST
D
BLDG ADDN
ONE-STORY
(4,210 SF)
BLDG ADDN
ONE-STORY
(3,135 SF)
4 6
RAMP
NO CURB
6' WALK
8' WALK
D
RAMP
A/C
A/C A/C A/C A/C
A/C
1006.501007
10
0
7
10
0
6
.
5
0
1008
10
0
8
10
0
6
1008
10
0
8
1008
1006
1007
9
12
12
EX.RAMPEX.RAMP
100-YR=1005.44
<
<
<<<
OVERFLOW
ROUTE
OVERFLOW EL=1006.83
SILT FENCE
FILTER SOCK
FILTER SOCK
FILTER SOCK FILTER SOCK
SF
SF SF
SF
SF SF SF
SF
SF SF SF
SFSFSF
TOPSOIL
STOCKPILE
SF
SF
SF
INLET PROTECTION
INLET PROTECTION
LOT 36
GM
D
EPEP
EM
CO A/C
FO FO F/O
DWVWV
A/C A/C
H Y D
WV
S
WV
WV
H Y D
WV
H Y D
H Y D
WV
D
10
0
7
100
8
1007
1007
1007
1007
1006
10061006
10
0
7
100
7
100
6
1001
1002
1003
1004 1004
1005
1005
1006
1007
1006
1005
10
0
6
1007
1007
10
0
8
1006
1006
100
7
10
0
7
10
0
8
1007
1007
1007
1006
100
6
10
0
7
1006
1005
1004
1003
1007
1007
100
7
10
0
8
10
0
8
1006
1006
10
0
6
10
0
5
10
0
4
10
0
1
10
0
3
1004
100
4
10
0
1
10
0
2
10
0
3
10
0
4
10
0
4
10
0
8
100
7
10
0
8
1008
10
0
5
1008
1008
1007
1008
1008
1008
1006
100
8
10
0
8
10
0
8
10
0
8
EX BUILDING
870 NE DOUGLAS PKWY
12,621 SF
ST
ST
ST 36"
ST 36"
ST 36"
ST 36"
W6"
W6"
W12"
W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"
W2"
W2"
W2"
W2"
ST 12"
8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"
SAN
SAN
SAN
ST
18
"
ST
18
"
ST18"
ST18"
ST18"
ST18"
ST
18"
ST
18"
ST
18"
ST
18"
ST
18"
W8"
NE DOUGLAS PARKWAY
R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE)
NE
A
D
D
I
S
O
N
D
R
I
V
E
60
'
R
.
O
.
W
.
(
P
U
B
L
I
C
S
T
R
E
E
T
-
C
O
N
C
R
E
T
E
S
U
R
F
A
C
E
)
ST
15
"
ST
15
"
W6"W6"W6"W6"
FF
=
1
0
0
8
.
3
8
FF=1008.35
FF=1008.42
FF=1008.42
FF
=
1
0
0
8
.
3
1
SAN
6"
DS DSST8"
DS DS
DS DS
LOT 35
ST
8"
ST
8"
ST 8"ST 8"
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
F/O
F/O
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
EX CANOPY
EX CANOPY COLUMN (TYP)
EX CANOPY
G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"
G
G
G
G
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G
G
OUTLOT Z
W8"
W
8"
W
8"
W
8"
W8"
W8"
W8"
W8"
W8"
F/O F/O F/O F/O F/O F/O F/O F/O F/O
LOT 34
W W
20'
S
T
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M
S
E
W
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R
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A
S
E
M
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T
BO
O
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2
0
1
6
P
A
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E
1
9
6
7
9
30' LANDSCAPE BUFFER EASE.
BOOK 2016 PAGE 19684
25
'
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1
9
6
8
4
30
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L
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2
0
1
6
P
A
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E
1
9
6
8
4
ELECTRIC EASEMENT
BOOK 2016 PAGE 19679
10' P.U.E.
BOOK 2016 PAGE 19679
JOINT ACCESS EASEMENT
BOOK 2017 PAGE 13695
10' ELEC EASEMENT
BK 2022 PG 12784
15
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REGIONAL DETENTION BASIN
100-YR = 1005.52
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REFERENCE NUMBER:
DRAWN BY:
REVISION DATE:
SHEET NAME:
SHEET NUMBER:
PROJECT NUMBER:
PR
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GRAPHIC SCALE
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C7.0
EROSION
CONTROL /
SURFACE
RESTORATION
NOT TO SCALE
SITE ENTRANCE DETAIL
TEMP. ROCK ENTRANCE
(PLAN VIEW)
(PROFILE VIEW)
TEMP. ROCK ENTRANCE
3" CLEAN
LIMESTONE
PLACE ROCK
ON FABRIC
STABILIZED ENTRANCE SHALL BE AT
LEAST 50' LONG AND EXTEND TO THE
PUBLIC ROADWAY.
5'
-
0
"
M
I
N
.
GROUND LINE
ENGINEERING FABRIC
FLOW
2
1' ABOVE GROUND LINE VARIABLE
10' MAX.5' MAX.5' MAX.10' MAX.
1' ABOVE GROUND LINE
SECURE TOP OF ENGINEERING FABRIC
ENGINEERING FABRIC TO BE PLACED
TO BOTTOM OF TRENCH.
1
2
ENGINEERING
FABRIC
GROUND
LINE
TRENCH BOTTOM
TRENCH BOTTOM
1 1
1
LINE
GROUND
1
MIN.
4"
EXCESS FABRIC
COMPACTED BACKFILL
12
"
MI
N
.
DETAIL OF SILT FENCE AT DITCH OR SWALE
DETAIL OF SILT FENCE
8' SPACING
TO TOP OF STEEL POST.
SEE DETAIL OF ATTACHMENT TO POST.
VERTICAL CUT
WIRE
CORD
CORD
CORD
WIRE
POST
FABRIC
FABRIC
BACK VIEW OF FABRIC
BACK VIEW
ATTACHMENT TO POST
3
4
NOTES :
3 MAKE VERTICAL CUT IN TOP OF FABRIC.
PULL OUT AND TWIST CORD.
4 LOOP CORD AROUND POST FORMING A
LOOP. PULL WIRE THROUGH FOLD AREA
OF FABRIC AND SECURE AROUND POST.
'T' STEEL
FENCE POST
NORMAL
FORESLOPE
2" RISE
IN FENCE
31"
MIN.
NORMAL BACKSLOPE
31
"
M
I
N
.
6" TRENCH DEPTH FOR
NORMAL INSTALLATION
(MIN.) 12" TRENCH
DEPTH FOR DITCH
INSTALLATION
NOT TO SCALE
(SECTION VIEW)
(PROFILE VIEW)
SILT FENCE DETAILS
NOT TO SCALE
INLET
5'-0"
5'-0"
'T' FENCE POST, 5' MIN.
NOTES:
1. SECURE TOP OF FABRIC TO
POSTS, USING CABLE TIES OR
WIRE.
2. FABRIC TO BE BURIED 12", AND
FOLDED ALONG BOTTOM.
3. STEEL POSTS TO BE EMBEDDED
28".
(PLAN VIEW)
DROP INLET BASKET
PROTECTION
SILT FENCE FABRIC
IF APPLICABLE
INLET PROTECTION DETAIL
NOT TO SCALE
NOTES:
1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANY
LOCATION WHERE CONCRETE IS USED.
2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTY
LINER IS AN ACCEPTIBLE ALTERNATIVE
(PLAN VIEW)
1 C.Y. CONCRETE
WASH-OUT BAG
'T' FENCE POST
5' MIN
CONCRETE WASH-OUT BAG DETAIL
(PROFILE VIEW)
1 C.Y. CONCRETE
WASH-OUT BAG
EROSION CONTROL NOTES:
1.INSTALL PERIMETER FILTER SOCK AS SHOWN ON PLANS PRIOR TO
CONSTRUCTION.
2.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER
STORM SEWER CONSTRUCTION.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETE
WASHOUT DURING ALL CONCRETE WORK. CONCRETE WASHOUT SHALL
MEET SUDAS SPEC 11050.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY
RESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER
ALL FEDERAL, STATE AND LOCAL REGULATIONS.
5.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO
PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE
PROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS TO
DISCHARGE OFFSITE.
6.CONTRACTOR SHALL PROVIDE APPROPRIATE CONTROLS TO PREVENT
DISCHARGES FROM ANY AND ALL DEWATERING ACTIVITIES.
7.SEE LANDSCAPE PLAN FOR FINAL STABILIZATION INCLUDING SEEDING
AND SODDING AREAS.
EROSION CONTROL REMOVAL NOTES:
1.AFTER FINAL STABILIZATION HAS OCCURED, CONTRACTOR SHALL BE
RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY EROSION
CONTROL DEVICES INCLUDING, BUT NOT LIMITED TO: SILT FENCE AND
INLET PROTECTION.
LEGEND
SOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF
ALL CONSTRUCTION DEBRIS AND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD
UPON INSTALLATION. CONTRACTOR TO MAINTAIN WATERING UNTIL SOD IS ESTABLISHED (ROOTS
KNITTED INTO SUBSURFACE)
SURFACE RESTORATION NOTES:
1. ALL FINAL SLOPES SHALL BE 4:1 (HORZ TO VERT) OR FLATTER, UNLESS OTHERWISE
NOTED ON PLANS, ESPECIALLY AT INTAKES AND OPEN PIPE ENDS.
2. SODDING SHALL NOT OCCUR UNTIL OWNER HAS REVIEWED AND ACCEPTED FINAL
GRADING. UNAPPROVED GRADING MAY REQUIRE REMOVAL OF SOD TO CORRECT.
ELEVATION
T.O. SLAB
0'-0"
8.1
ELEVATION
WINDOW H.H.
11'-4"
ELEVATION
TRUSS BEARING (HIGH)
18'-0"
ELEVATION
TRUSS BEARING (LOW)
16'-0"
7.1 1T
3
14
10
15
9
120
EXISTING ADDITION EXISTING
ELEVATION
T.O. SLAB
0'-0"
J AC
ELEVATION
WINDOW H.H.
11'-4"
ELEVATION
TRUSS BEARING (HIGH)
18'-0"
ELEVATION
TRUSS BEARING (LOW)
16'-0"
D.1F.1G.1H.1
1
A4.2
E.1Q SNP
1 : 12 SLOPE
2
9 12
14
9
14
R
9
C.J.C.J.C.J.C.J.
2
A5.1
Sim
3
A5.1
TYP.
5
A5.2
TYP.
3
2
A3.1
1 : 12 SLOPE
9
12
9
99
W3
W1 W1 W1 W3W3W3W3W3W3
W3 W3 W3
10
A5.2
6
A5.2
EXISTING ADDITION EXISTING ADDITION
ELEVATION
T.O. SLAB
0'-0"
ELEVATION
WINDOW H.H.
11'-4"
ELEVATION
TRUSS BEARING (HIGH)
18'-0"
ELEVATION
TRUSS BEARING (LOW)
16'-0"
4 6 11.15321
9
A5.1
7
A5.2
T
3
1
3
5
2
10
10
4
99
3
A5.1
TYP.
14
14
15
1
A3.1
1'-3 201/256"20'-9"
5'
-
5
1
/
2
"
4'
-
0
5
/
2
5
6
"
2
A4.2
6
A5.2
111
ELEVATION
T.O. SLAB
0'-0"
JA
ELEVATION
WINDOW H.H.
11'-4"
ELEVATION
TRUSS BEARING (HIGH)
18'-0"
ELEVATION
TRUSS BEARING (LOW)
16'-0"
QS
1 : 12 SLOPE
R
3
A3.1
12
2
A3.1
W2W2W2W2
INFILL
9'-7"
4'
-
0
"
1
2
3
33
4
2
10
2
A5.1
Sim5
A5.2
TYP.
2
A5.2
Sim
1
A5.2
Sim 107-2
ADDITION EXISTING
EXTERIOR ELEVATIONS -GENERAL NOTES:
1.DIMENSIONS SHOWN ARE BASED ON ACTUAL WALL THICKNESS
IN CORRESPONDENCE WITH FLOOR PLANS. SEE WALL TYPES
AND DETAILS FOR FURTHER INFORMATION.
2.EXTERIOR AND INTERIOR DIMENSIONS ARE FROM FACE OF
FRAMING, OR GRIDLINES, TYP.
3.DIMENSIONS AT WINDOWS AND DOORS ARE SHOWN AS ROUGH
OPENING DIMENSIONS. CONTRACTOR SHALL COORDINATE ACTUAL
ROUGH OPENINGS WITH THE DOOR, WINDOW, AND SIDING
MANUFACTURER'S REQUIREMENTS PRIOR TO ORDER AND
INSTALLATION.
5.CONTRACTOR SHALL PROVIDE BACK RODS & SEALANT
AROUND THE PERIMETER OF ALL PENETRATIONS AND
OPENINGS, TYPICAL.
6.CONTRACTOR SHALL PROVIDE VERTICAL CONTROL JOINTS AT
36'-0" O.C. (MAXIMUM) IN CMU AT WALLS OVER
24'-0" LONG AND AT BOTH SIDES OF ALL DOOR,
WINDOW, DUCT AND OTHER OPENINGS LARGER THAN 4
SQUARE FEET. SEE EXTERIOR ELEVATIONS. EXACT
LOCATION TO BE COORDINATED WITH THE ARCHITECT.
7.ALL HORIZONTAL MASONRY REINFORCING, INSULATION,
THRU-WALL FLASHING, AND WEATHER BARRIERS SHALL BE
DISCONTINUOUS ACROSS ALL VERTICAL CONTROL JOINTS.
PROVIDE BACKER RODS & SEALANT AT EXTERIOR FACES.
8.PROVIDE LINTELS AT MASONRY OPENINGS GREATER THAN
1'-4" TYPICAL. SEE STRUCTURAL.
9.AT MASONRY VENEER WALLS, THE FINISHED FACE SHALL
WRAP ALL CORNERS AND BE PROVIDED ON ALL VISIBLE
FACES OF PILASTERS, INSETS, WING WALLS, AND RETURNS.
NO UNFINISHED FACES SHALL BE EXPOSED TO VIEW.
10.PROVIDE DRIP CAPS AT ALL WINDOW AND DOOR HEADS.
11.PROVIDE FLASHING AS REQUIRED TO PREVENT THE PENETRATION
OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING.
DEFINITIONS:
T.O. -TOP OF
P.J. -PANEL JOINT
C.J. -CONTROL JOINT
EXTERIOR ELEVATION KEYNOTE LEGEND
CMU -URBAN BRICK SMOOTH (TYPE 1):
PROVIDE & INSTALL 3.5" X 2.25" X 15.625" BLOCK.
PATTERN/JOINT: RUNNING BOND, RAKED JOINT.
EXPANSION/CONSTRUCTION JOINTS AS INDICATED BY (CJ).
SEE SPECIFICATION & WALL TYPES. COLOR: OXENDEN
1
METAL GUTTER/DOWNSPOUTS:
5" FORMED RECTANGULAR GUTTER W/ 5" X 5" OPEN-
FACED METAL DOWNSPOUT W/ KYNAR FINISH BY
FIRESTONE ROOFING OR APPROVED EQUAL. SEE ROOF
PLAN. ADAPTER TO CONNECT TO UNDERGROUND STORM
PIPING. SEE CIVIL FOR MORE INFORMATION.
9
STOREFRONT WINDOW SYSTEM:
PROVIDE & INSTALL 2" X 4 1/2" THERMALLY-BROKEN
ALUMINUM STOREFRONT BLACK ANODIZED FINISH, W/ 1"
INSULATED GLAZING.
(ARGON FILLED W/ LOW-e COATING)
SEE WINDOW ELEVATIONS. SEE SPECIFICATION.
5
CONCRETE SLAB, STOOP, OR FOUNDATION:
RADIUS-TROWEL ALL EXPOSED 90° EDGES
PROVIDE SMOOTH FINISH ON VERTICAL SURFACES
PROVIDE BROOM FINISH ON HORIZONTAL SURFACES
SLOPE 1/4" PER FOOT MAXIMUM, 1/8" PER FOOT
MINIMUM. SEE STRUCTURAL. SEE CIVIL.
7
FIBER CEMENT LAP SIDING:
PROVIDE & INSTALL 5/16 X 6 1/4" FIBER CEMENT
SIDING BY JAMES HARDIE (OR APPROVED EQUAL).
PREFINISHED CORNER CLIPS AT EXTERIOR CORNERS.
FLASHING AS REQUIRED BY MANUFACTURER, SEE
DETAILS. TEXTURE: SMOOTH COLOR: PT1 -CEILING
BRIGHT WHITE (SW7007)
3
BUILDING SIGNAGE:
PROVIDE & INSTALL CUSTOM LOGO SIGNAGE, POWDER-
COATED ALUMINUM FINISH ON 2" STANDOFFS. SIGNAGE
STYLE AND LOGO TO BE CONIFRMED BY OWNER.
8
FIBER CEMENT PANLES:
PROVIDE & INSTALL 5/16 PANELS BY JAMES HARDIE (OR
APPROVED EQUAL) OVER 1X4 TREATED WOOD FURRING MEMBERS.
COLOR: PT3 -IRON ORE (SW7069)
4
METAL FASCIA & ALUMINUM SOFFIT:
PROVIDE & INSTALL PREFINISHED METAL FASCIA,
PREFINISHED ALUMINUM SOFFIT, METAL TRIM AND
ACCESSORIES. COLOR AS SELECTED BY ARCHITECT.
SEE SPECIFICATIONS, SECTIONS & DETAILS.
10
PREFINISHED METAL LOUVER:
PROVIDE & INSTALL PREFINISHED METAL LOUVER,
SEE MECHANICAL.
COLOR: MATCH ADJACENT MATERIAL.
6
CMU -TEX-STONE (TYPE 2):
PROVIDE & INSTALL 3.5" X 7.5" X 15.375" BLOCK.
PATTERN/JOINT: RUNNING BOND, RAKED JOINT.
EXPANSION/CONSTRUCTION JOINTS AS INDICATED BY (CJ).
SEE SPECIFICATION & WALL TYPES. COLOR: COLBY
2
GALVANIZED TUBE STEEL COLUMNS
PROVIDE & INSTALL NEW HOT-DIPPED GALVANIZED
COLUMNS, HIGH-PERFORMANCE COATED. COLUMNS TO
BE CAPPED AND WATER-TIGHT. GRIND SMOOTH,
TYPICAL. SEE STRUCTURAL, SECTIONS AND DETAILS.
11
ROOF MEMBRANE:
SEE ROOF PLAN, SPECIFICATIONS AND DETAILS.
12
STANDING SEAM METAL ROOFING:
SEE ROOF PLAN, SPECIFICATIONS AND DETAILS.
13
14
BUILDING SIGNAGE:
PROVIDE & INSTALL CUSTOM LOGO SIGNAGE, BACK LIT,
POWDER-COATED ALUMINUM FINISH ON 2" STANDOFFS.
SIGNAGE STYLE AND LOGO TO BE CONIFRMED BY OWNER.
8A
ROOF PENETRATION
SEE MECHANICAL
15
CONDENSERS:
CONDENSERS SITTING ON PAD. SEE MECHANICAL FOR
CONDENSER INFORMATION.
PRELIMINARY - NOT FOR CONSTRUCTION
SH
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SCALE:1/8" = 1'-0"2 EXTERIOR ELEVATION - EAST ADDITION
SCALE:1/8" = 1'-0"3 EXTERIOR ELEVATION - NORTH ADDITION
SCALE:1/8" = 1'-0"1 EXTERIOR ELEVATION - WEST ADDITION
SCALE:1/8" = 1'-0"4 EXTERIOR ELEVATION - SOUTH ADDITION
J
J
A
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8.1
CB.1
4
7.1
6
K.1
11.1
5
3
2
11
L.1 M.1
10.1
9.1
STUDIO 2
102
STORAGE
102A
MECH
102B
STUDIO 1
101
STUDIO 3
103
STUDIO 4
104
STORAGE
104A
MECH
103A
LOUNGE
113
RESTROOM
121
OFFICE
114
STUDIO 5
105
STORAGE /
MECHANICAL
115
WOMENS
117
DRESSING
118
RETAIL
119
SPRINKLER
109A
STORAGE
105A
JANITOR
115A
HALLWAY
112
VESTIBULE
109
MENS
116
RECEPTION
110
HALLWAY
111
STORAGE
113B
T
32
'
-
7
"
Q
47'-4"13'-0"31'-8"22'-0"
S
S
45'-0 3/4"
N P
13'-0"4'-9"11'-10"8'-8"
A2
.
1
2
A2.1
3
A2
.
1
1
A2.1
4
10
'
-
5
"
10
'
-
1
0
"
10
'
-
1
0
"
AL
I
G
N
STUDIO 6
106
STUDIO 7
107
R
R
5'
-
0
"
3'
-
4
"
24
'
-
6
2
4
7
/
2
5
6
"
3'
-
4
3
/
4
"
5'
-
0
9
/
2
5
6
"
PRINTING
122
OFFICE
123
OFFICE
124
OFFICE
125
WORK ROOM
120
COMMUNITY
ROOM
126
10'-11 3/4"34'-1"
5'-7 3/4"4'-0"1'-6"4'-0"1'-6"4'-0"4'-4"4'-0"1'-6"4'-0"1'-6"4'-0"5'-1"
7'-4 73/256"4'-0"1'-6"4'-0"1'-6"4'-0"1'-6"4'-0"6'-9 119/256"
4'
-
8
1
/
2
"
4'
-
8
1
/
2
"
37
'
-
4
"
3
1
/
4
"
9'
-
1
1
1
/
2
"
52
'
-
5
"
10'-11 3/4"34'-1"
20'-3 3/4"4'-0"1'-6"4'-0"1'-6"4'-0"5'-2"6'-7"4'-3"4'-0"4'-9"4'-3"6'-0"1'-6"6'-0"1'-6"6'-0"6'-5"
24
'
-
9
3
/
4
"
7'
-
6
"
W3
8 1/32"8'-4"7'-0 23/32"28'-6"
W3
3'
-
0
"
10
'
-
6
"
1'
-
3
1
/
4
"
RE
I
N
S
T
A
L
L
S
T
O
R
E
F
R
O
N
T
7'
-
6
"
1'
-
3
1
/
4
"
7'
-
7
1
/
4
"
STORAGE
106A
10
4
'
-
8
1
/
4
"
W1
W1 W1
W1
W1
W1
W2 W2 W2 W2
W3
W3
W3W3
W3
W1A
W3
W3
111
10
7
-2
W2
W2
W2
W1A
W1
A
W1
W1A
W1A
W1
A
10
7
-1
10
6
106A
120
12
1
12
2
12
3
124
125
W1 W1 W1
W2
W2
W2
W1
A
W2
5
EQ
EQ
3'
-
0
"
1
1
101
W3 W3W3
F4
W3 W3 W3 W3 W3 W3
W3
F5
F5
TYP.
TYP.
2
2
5
5
EQ
EQ
W2
EQ
EQ
STORAGE
126A
126A
123-1
6'
-
8
"
MULTI-PURPOSE
126B
126B
PRELIMINARY - NOT FOR CONSTRUCTION
SH
E
E
T
N
A
M
E
:
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01
/
1
9
/
2
6
1/8" = 1'-0"1 FLOOR PLAN - SITE PLAN SUBMITTAL