HomeMy WebLinkAboutA050 - Rezoning prop at 259 & 563 Hyland Ave from Residential High Density with West University Impacted District Overlay to Residential High Density with West Univ Ped Enhancement District OverlayTo:Mayor & City Council
From:Kelly Diekmann, Planning and Housing Director
Date:October 13, 2026
Subject:Rezoning of property at 259 & 263 Hyland Ave
Item No. 53
MEMO
On September 23rd, the City Council approved the proposed rezoning and
Major Site Development Plan with conditions, including that the applicant
receive approval of Variance for 259 Hyland reducing the the rear yard
setback in order for the building to be placed at a front yard setback of 20
feet. The Zoning Board of Adjustment held a hearing on September 25th
and approved a variance for 259 Hyland to allow a reduced rear yard
setback of 15 feet and a front yard setback of 20 feet. Therefore, the
condition has been fulfilled. The updated Site Development Plan is
attached. The City Council can now continue with the approval process.
The ordinance regarding rezoning property at 259 and 263 Hyland Avenue from
Residential High Density (RH) with West University Impacted District Overlay (O-
UIW) to Residential High Density (RH) with West University Pedestrian
Enhancement District Overlay (O-WUPED) with a Major Site Development Plan,
as amended with the variance approval, is attached for second reading.
Applicant has requested we suspend the rules and allow for second and
third reading and adoption of ORDINANCE NO. 4609
ATTACHMENT(S):
259 & 263 Hyland Rezoning.docx
Updated 259 and 263 HYLAND Major SITE Development PLAN.pdf
Planning and Housing 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
1
__________________________________________________________________________________________________________
DO NOT WRITE IN THE SPACE ABOVE THIS LINE, RESERVED FOR RECORDER
Prepared by: Renee Hall City Clerk’s Office, 515 Clark Avenue, Ames, IA 50010 Phone: 515-239-5105
Return to: Ames City Clerk, P.O. Box 811, Ames, IA 50010
ORDINANCE NO.
AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF THE
CITY OF AMES, IOWA, AS PROVIDED FOR IN SECTION 29.301 OF THE
MUNICIPAL CODE OF THE CITY OF AMES, IOWA, BY CHANGING THE
BOUNDARIES OF THE DISTRICTS ESTABLISHED AND SHOWN ON
SAID MAP AS PROVIDED IN SECTION 29.1507 OF THE MUNICIPAL
CODE OF THE CITY OF AMES, IOWA; REPEALING ALL ORDINANCES
AND PARTS OF ORDINANCES IN CONFLICT HEREWITH AND
ESTABLISHING AN EFFECTIVE DATE
BE IT HEREBY ORDAINED by the City Council of the City of Ames, Iowa;
Section 1: The Official Zoning Map of the City of Ames, Iowa, as provided for in
Section 29.301 of the Municipal Code of the City of Ames, Iowa, is amended by changing
the boundaries of the districts established and shown on said Map in the manner
authorized by Section 29.1507 of the Municipal Code of the City of Ames, Iowa, as
follows: That the real estate, generally located at 259 and 263 Hyland Avenue is rezoned
from Residential High Density (RH) with West University Impacted District Overlay (O-
UIW) to Residential High Density (RH) with West University Pedestrian Enhancement
District Overlay (O-WUPED) with a Major Site Development Plan.
Real Estate Description: 259 and 263 Hyland Avenue, Story County Ames,
Iowa
Section 2: All other ordinances and parts of ordinances in conflict herewith are
hereby repealed to the extent of such conflict.
Section 3: This ordinance is in full force and effect from and after its adoption and
publication as provided by law.
ADOPTED THIS ________ day of _________________________, ______.
2
_____________________________ _______________________________
Renee Hall, City Clerk John A. Haila, Mayor
3
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OAKLAND ST
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
G1.01
TITLE SHEET
NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS
PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR
TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE
LAW. NOTIFY IOWA ONE CALL 1-800-292-8989 OR 811
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS
UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS
UTILITY LEVEL WAS DETERMINED ACCORDING TO THE
GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD
GUIDELINES FOR THE COLLECTION AND DEPICTION OF
EXISTING SUBSURFACE UTILITY DATA."
FEETSCALE
0 800400
R
PLAN REVISIONS
REV ISSUED FOR DATE
ZONING
RESIDENTIAL - RH & O-WUPED
OWNER
HUNZIKER DEVELOPMENT
105. S 16TH ST.
AMES, IA 50010
PREPARED BY
BOLTON & MENK
1519 BALTIMORE DRIVE
AMES, IA 50010
R
NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS
PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR
TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE
LAW. NOTIFY IOWA ONE CALL 1-800-292-8989 OR 811
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS
UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS
UTILITY LEVEL WAS DETERMINED ACCORDING TO THE
GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD
GUIDELINES FOR THE COLLECTION AND DEPICTION OF
EXISTING SUBSURFACE UTILITY DATA."
THE 2025 EDITION OF THE "IOWA STATEWIDE URBAN
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS" AND
THE CURRENT CITY OF AMES SUPPLEMENTAL SPECIFICATIONS.
MUTCD 2023 AS ADOPTED BY IOWA DEPARTMENT OF
TRANSPORTATION.
ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND
ORDINANCES WILL BE COMPLIED WITHIN THE CONSTRUCTION
OF THIS PROJECT.
GOVERNING SPECIFICATIONS
PLAN REVISIONS
REV ISSUED FOR DATE
MY LICENSE RENEWAL DATE IS
PAGES OR SHEETS COVERED BY THIS SEAL:
LIC NO.DATE:
I OWA
LIC
ENSED PROFESS IONAL ENGINEER
I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS
PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF IOWA.
21974
DECEMBER 31, 2025
ALL SHEET
Gregory A.
Broussard,
21974
Gregory A. Broussard, P.E.PRELIMIN
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SITE PLANS FOR
OCTOBER, 2026
MAP OF
STORY COUNTY
STORY COUNTY, IA
HUNZIKER DEVELOPMENT
259/263 HYLAND AVE
PROJECT LOCATION
STAGING
CONTRACTOR SHALL PROVIDE THE FOLLOWING TRAFFIC
CONTROL WHILE WORKING IN THE PUBLIC R.O.W.:
-WORK ON HYLAND AVE UTILITIES - TC228
SHEET LIST TABLE
SHEET NUMBER SHEET TITLE
G1.01 TITLE SHEET
G1.02 LEGEND
G2.01 GENERAL NOTES
G2.02 DETAILS
C1.01 - C1.02 EXISTING CONDITIONS & REMOVALS
C2.01 SITE GEOMETRICS
C3.01 EROSION CONTROL PLAN
C4.01 - C4.02 GRADING PLAN
C5.01 - C5.02 UTILITY PLAN
C6.01 - C6.02 SIDEWALK ADA
C7.01 - C7.02 LANDSCAPING PLAN & DETAILS
C8.01 PHASING PLAN
C9.01 TRAFFIC CONTROL PLAN
THIS PLAN SET HAS 18 SHEETS
20% ALTERNATIVE DESIGN ADJUSTMENT REQUESTS
BUILDING A (SOUTH)
-REAR YARD SETBACK ADJUSTMENT FROM 25' TO 20' (20%)
-FRONT ENTRANCE SIDEWALK WIDTH FROM 5' TO 4' (20%)
BUILDING B (NORTH)
-REAR YARD SETBACK ADJUSTMENT FROM 25' TO 20.53' (18%)
-MAXIMUM FRONT YARD SETBACK ON OAKLAND ADJUSTMENT
FROM 25' TO 26.03' (4%)
-FRONT YARD SETBACK ON HYLAND ADJUSTMENT
FROM 25' TO 20' (20%)
4
EXISTING TOPOGRAPHIC SYMBOLS
DRIVEWAY
HATCH PATTERNS
GRADING INFORMATION
952
950
952
950
1:4
HMA PAVEMENT
F F F F
E E E E
G G G G
XXXXXXXXXXXX
EXISTING PRIVATE UTILITY LINES
STORM SEWER RECTANGULAR CASTING
STORM SEWER CIRCULAR CASTING
STORM SEWER FLARED END / APRON
CURB BOX
FIRE HYDRANT
MANHOLE
WATER REDUCER
WATER BEND
PROPOSED TOPOGRAPHIC SYMBOLS
CLEANOUT
LIFT STATION
RIP RAP
OE OE OE OE
C C C C
DRAINAGE FLOW
BENCH
BUSH
CATCH BASIN CIRCULAR CASTING
CURB STOP
CATCH BASIN RECTANGULAR CASTING
SIGNAL CONTROL CABINET
CLEAN OUT
DRINKING FOUNTAIN
FLARED END / APRON
FLAG POLE
FUEL PUMP
GRILL
HANDICAP SPACE
HANDHOLE
FIRE HYDRANT
MAILBOX
MANHOLE-HEAT
MANHOLE-ELECTRIC
MANHOLE-GAS
MANHOLE-SANITARY SEWER
MANHOLE-STORM SEWER
MANHOLE-COMMUNICATION
MANHOLE-UTILITY
PEDESTRIAN PUSH BUTTON
PEDESTAL-ELECTRIC
PEDESTAL-COMMUNICATION
VALVE POST INDICATOR
PARKING METER
LIGHT POLE
POLE-UTILITY
POST
PICNIC TABLE
RAILROAD SIGNAL POLE
REGULATION STATION GAS
TREE-DECIDUOUS
SATELLITE DISH
SIGN TRAFFIC
WATER SPIGOT
IRRIGATION SPRINKLER HEAD
IRRIGATION VALVE BOX
TREE STUMP
TELEPHONE BOOTH
TRANSFORMER-ELECTRIC
TREE-DEAD
TRASH CAN
TRAFFIC SIGNAL
VALVE
WETLAND
WELL
TREE-CONIFEROUS
GUY WIRE ANCHOR
LIFT STATION
LIFT STATION CONTROL PANEL
MANHOLE-WATER
BASKETBALL POST
CULVERT END
SOIL BORING
ABBREVIATIONS
A ALGEBRAIC DIFFERENCE
ADJ ADJUST
ALT ALTERNATE
B-B BACK TO BACK
BLDG BUILDING
BMP BEST MANAGEMENT PRACTICE
BR BEGIN RADIUS
BV BUTTERFLY VALVE
CB CATCH BASIN
C&G CURB AND GUTTER
CIP CAST IRON PIPE
CIPP CURED-IN-PLACE PIPE
CL CENTER LINE
CL.CLASS
CMP CORRUGATED METAL PIPE
C.O.CHANGE ORDER
COMM COMMUNICATION
CSP CORRUGATED STEEL PIPE
CLVT CULVERT
DIA DIAMETER
DIP DUCTILE IRON PIPE
DWY DRIVEWAY
E EXTERNAL CURVE DISTANCE
ESMT EASEMENT
ELEC ELECTRIC
ELEV/EL ELEVATION
EOF EMERGENCY OVERFLOW
ER END RADIUS
EX EXISTING
FES FLARED END SECTION
F-F FACE TO FACE
FF FINISHED FLOOR
F&I FURNISH AND INSTALL
FM FORCEMAIN
FO FIBER OPTIC
F.O.FIELD ORDER
GRAN GRANULAR
GRAV GRAVEL
GU GUTTER
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
HH HANDHOLE
HMA HOT MIX ASPHALT
HP HIGH POINT
HWL HIGH WATER LEVEL
HYD HYDRANT
I INVERT
K CURVE COEFFICIENT
L LENGTH
LO LOWEST OPENING
LP LOW POINT
LT LEFT
MH MANHOLE
MIN MINIMUM
MR MID RADIUS
NIC NOT IN CONTRACT
NMC NON-METALLIC CONDUIT
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
OHW ORDINARY HIGH WATER LEVEL
PC POINT OF CURVE
PCC PORTLAND CEMENT CONCRETE
PE PERMANENT EASEMENT
PED PEDESTRIAN, PEDESTAL
PERF PERFORATED PIPE
PERM PERMANENT
PI POINT OF INTERSECTION
PL PROPERTY LINE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENT
PVC POLYVINYL CHLORIDE PIPE
PVMT PAVEMENT
R RADIUS
RCP REINFORCED CONCRETE PIPE
RET RETAINING
R/W RIGHT-OF-WAY
RSC RIGID STEEL CONDUIT
RT RIGHT
SAN SANITARY SEWER
SCH SCHEDULE
SERV SERVICE
SHLD SHOULDER
STA STATION
STD STANDARD
STM STORM SEWER
TC TOP OF CURB
TE TEMPORARY EASEMENT
TEMP TEMPORARY
TNH TOP NUT HYDRANT
TP TOP OF PIPE
TYP TYPICAL
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
VPC VERTICAL POINT OF CURVE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENT
WM WATERMAIN
WS WATER SERVICE
AC ACRES
CF CUBIC FEET
CV COMPACTED VOLUME
CY CUBIC YARD
EA EACH
EV EXCAVATED VOLUME
LB POUND
LF LINEAR FEET
LS LUMP SUM
LV LOOSE VOLUME
SF SQUARE FEET
SV STOCKPILE VOLUME
SY SQUARE YARD
UNDERGROUND FIBER OPTIC
UNDERGROUND ELECTRIC
UNDERGROUND GAS
UNDERGROUND COMMUNICATION
OVERHEAD ELECTRIC
OVERHEAD COMMUNICATION
OVERHEAD UTILITY
953.53
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED CONTOUR MAJOR
PROPOSED GRADING LIMITS / SLOPE LIMITS
PROJECT LIMITS
PROPOSED SPOT ELEVATION
RISE:RUN (SLOPE)
OC OC OC OC
OU OU OU OU
STORM SEWER OUTLET STRUCTURE
STORM SEWER OVERFLOW STRUCTURE
STA:5+67.19
980.87
TRAFFIC ARM BARRIER
VENT PIPE
TILE INLET
TILE RISER
SIREN
DRIVE-THRU MICROPHONE
METER
ACCESS GRATE
FILL PIPE
DOWN SPOUT
BIRD FEEDER
ANTENNA
AIR CONDITION UNIT
NOTE:
EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY
EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY IOWA ONE CALL - 1-800-292-8989
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS
DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING
EXISTING UTILITIES".
UTILITIES IDENTIFIED WITH A QUALITY LEVEL OTHER THAN D:
LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL
EXAMPLE: UNDERGROUND GAS, QUALITY LEVEL A
UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN CI/ASCE 38-22.
UTILITY QUALITY LEVELS:
LEVEL D - INFORMATION COMES SOLELY FROM EXISTING UTILITY RECORDS.
LEVEL C - SURVEYING ABOVE GROUND UTILITY FACILITIES, SUCH AS MANHOLES, VALVE BOXES, ETC; AND CORRELATING THIS INFORMATION WITH
EXISTING UTILITY RECORDS.
LEVEL B - THE USE OF SURFACE GEOPHYSICAL TECHNIQUES TO DETERMINE THE EXISTENCE AND HORIZONTAL POSITION OF UNDERGROUND
UTILITIES.
LEVEL A - THE USE OF NONDESTRUCTIVE DIGGING EQUIPMENT AT HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES, AS WELL
AS THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS.
G-A G-A
UTILITY MARKER
VALVE VAULT
WET WELL
YARD HYDRANTY
BARRICADE PERMANENT
TILE OUTLET
EXISTING UTILITY LINES
l l l l l l l l l l
>>>>>
>>>>>>>>>>>>>>>>>>>>
>>>>>>>>
l l l l l l
l l l l l l l l l l l l
PROPOSED UTILITY LINES
>>>>>
SURVEY SYMBOLS
>>>>>>>>>>>>
SURVEY LINES
o o o
PAVEMENT MARKING
AUTO SPRINKLER CONNECTION
WETLAND DELINEATED MARKER
CONTROLLED ACCESS
BOUNDARY
CENTERLINE
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
EXISTING LOT LINE
PROPOSED LOT LINE
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
SETBACK LINE
SECTION LINE
BUSH LINE
TREE LINE
GUARD RAIL
FENCE-DECORATIVE
FENCE
RETAINING WALL
PIPE CASING
WATER SERVICE
WATERMAIN
STORM SEWER DRAIN TILE
STORM SEWER
SANITARY SERVICE
SANITARY SEWER
FORCEMAIN
WATER TEE
WATER CROSS
WATER SLEEVE
WATER CAP / PLUG
WATER VALVE
EXISTING TOPOGRAPHIC LINES
QUARTER LINE
SIXTEENTH LINE
TRAFFIC SIGNS
BOLLARD
TEMPORARY EASEMENT
GRAVEL
SIDEWALK PCC PAVEMENT
LIGHT POLE
VAULT
WW
BENCHMARK LOCATION
MONUMENT FOUND
CAST IRON MONUMENT
CONTROL POINT STONE MONUMENT
TRENCHLESS PIPE (PLAN VIEW)
TRENCHLESS PIPE (PROFILE VIEW)
ELECTRIC CAR CHARGE STATIONEV
H
F
CLVT
CO
B
B
AC
CP
L
C
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G
H
U
S
D
W
MANHOLE-RECLAIMED WATERW
M
C
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P
Y
WW
WS
V
V
U
TRASH
TILE
G
||||||||||||
>>>>>>
>>>>>>>>>>>>
l l l l l l
l l l l l l l l l l l l
>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>
WATER SERVICE
WATERMAIN
STORM SEWER DRAIN TILE
STORM SEWER
SANITARY SERVICE
SANITARY SEWER
FORCEMAIN
WR WR WR WR WR WR RECLAIMED WATER
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
G1.02
LEGEND 5
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
G2.01
GENERAL NOTES
STANDARD CONSTRUCTION NOTES:
1.ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) AND SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE
AND LOCAL LAWS AND ORDINANCES. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF THE CURRENT SUDAS STANDARD SPECIFICATIONS ON SITE DURING ALL CONSTRUCTION ACTIVITIES.
2.ANY DEFECTIVE WORK CONDEMNED BY THE ENGINEER/OWNER SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE IN ACCORDANCE WITH SECTION 1050, 1.08 'REMOVAL OF DEFECTIVE WORK' OF THE
STANDARDS SPECIFICATIONS. FAILURE TO REMOVE DEFECTIVE WORK MAY RESULT IN SUSPENSION OF OPERATIONS AND/OR WITHHOLDING OF PAYMENTS UNTIL DEFECTIVE WORK HAS BEEN REMOVED AND REPLACED.
3.THE CONTRACTOR SHALL PRESERVE ALL SURVEY CONTROL, LINE AND GRADE STAKES IN ACCORDANCE WITH SECTION 1050, 1.10 'LINE AND GRADE STAKES' OF THE STANDARD SPECIFICATIONS.
4.PRIOR TO MOBILIZING OFF OF THE JOB SITE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER/OWNER TO REQUEST A FINAL INSPECTION IN ACCORDANCE WITH SECTION 1050, 1.14 'FINAL INSPECTION AND ACCEPTANCE'
OF THE STANDARD SPECIFICATIONS.
5.THE CONTRACTOR SHALL PROCURE ALL NECESSARY PERMITS AND LICENSES IN ACCORDANCE WITH SECTION 1070, 1.03 'PERMITS AND LICENSES' OF THE STANDARD SPECIFICATIONS.
6.THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND COMPLYING WITH ALL CURRENT AND FUTURE FEDERAL AND STATE OSHA REQUIREMENTS IN ACCORDANCE WITH SECTION 1070, 2.02 'CONVENIENCE AND
SAFETY' OF THE STANDARD SPECIFICATIONS.
7.IN ACCORDANCE WITH SECTION 1070, 2.08 'PROTECTION OF PROPERTY' OF THE STANDARD SPECIFICATIONS, THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL ITS WORK FROM
DAMAGE AND SHALL PROTECT THE JURISDICTION'S PROPERTY AND ADJACENT PRIVATE PROPERTY FROM INJURY OR LOSS ARISING IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL REPAIR OR RESTORE ANY
SUCH DAMAGE, INJURY, OR LOSS TO JURISDICTION PROPERTY OR ADJACENT PROPERTY. THE CONTRACTOR SHALL PROTECT TREES AND OTHER PROPERTY NOT MARKED FOR REMOVAL.
8.THE CONTRACTOR SHALL PRESERVE OR REPLACE ALL PROPERTY MONUMENTS ON THE PROJECT SITE IN ACCORDANCE WITH SECTION 1070, 2.09 'LAND MONUMENTS' OF THE STANDARD SPECIFICATIONS.
9.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SITE CLEANLINESS. UPON REQUEST BY THE ENGINEER/OWNER, THE CONTRACTOR SHALL, AT ITS EXPENSE, CLEANUP AND REMOVE ALL REFUSE AND UNUSED
MATERIALS OF ANY KIND RESULTING FROM THE WORK INCLUDING CLEANING AND SWEEPING OF ADJACENT STREETS. UPON FAILURE DO SO WITHIN THREE WORKING DAYS AFTER SUCH REQUEST BY THE
ENGINEER/OWNER, THE WORK MAY BE DONE BY THE OWNER AND THE COST THEREOF CHARGED TO THE CONTRACTOR AND DEDUCTED FROM ITS FINAL PAYMENT IN ACCORDANCE WITH SECTION 1070, 2.15 'FINISHING
AND CLEANUP REQUIREMENTS' OF THE STANDARD SPECIFICATIONS.
10.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER/OWNER FOR APPROVAL A PROGRESS SCHEDULE THAT WILL ENSURE THE COMPLETION OF THE PROJECT WITHIN THE TIME SPECIFIED. IF IT APPEARS THE RATE OF
PROGRESS IS SUCH THAT THE CONTRACT WILL NOT BE COMPLETED WITHIN THE TIME ALLOWED, OR IF THE WORK IS NOT BEING EXECUTED IN A SATISFACTORY AND WORKMANLIKE MANNER, THE ENGINEER/OWNER
MAY ORDER THE CONTRACTOR TO TAKE SUCH STEPS AS NECESSARY TO COMPLETE THE WORK AS SPECIFIED IN THE CONTRACT IN ACCORDANCE WITH SECTION 1080, 1.03 'WORK PROGRESS AND SCHEDULE' OF THE
STANDARD SPECIFICATIONS.
11.NO OUTDOOR LIGHTING SHALL BE INSTALLED UNLESS APPROVED BY THE DEPARTMENT OF PLANNING AND HOUSING. PRIOR TO INSTALLATION OF ANY OUTDOOR LIGHTING FIXTURES, SUFFICIENT INFORMATION AS
DESCRIBED IN CITY OF AMES CODE SECTION 29.411 10(A) OR 10(B) ABOVE SHALL BE SUBMITTED TO THE DEPARTMENT IN ORDER TO DETERMINE COMPLIANCE WITH THE OUTDOOR LIGHTING CODE.
UTILITY COORDINATION NOTES:
1.THE CONTRACTOR IS REQUIRED TO UTILIZE THE UTILITY ONE-CALL SERVICE AT (800) 292-8989 TO LOCATE EXISTING UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO EXCAVATING ANYWHERE ON THE PROJECT.
2.ANTICIPATED UTILITY CONFLICTS HAVE BEEN IDENTIFIED AND EACH RESPECTIVE UTILITY OWNER HAS BEEN INFORMED OF THE POTENTIAL CONFLICTS. THE CONTRACTOR SHALL PROTECT THE EXISTING UTILITIES TO
REMAIN WITHIN THE PROJECT SITE.
3.THE LOCATION OF ALL AERIAL AND UNDERGROUND UTILITIES MAY NOT BE INDICATED ON THESE PLANS. WORK SHALL BE COMPLETED IN ACCORDANCE WITH SECTION 1070, 2.07 'PROTECTION OF ABOVEGROUND AND
UNDERGROUND FACILITIES' OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DAMAGE TO EXISTING UTILITIES.
4.IF A CONFLICT IS DISCOVERED BY THE CONTRACTOR, NOTIFY THE ENGINEER IMMEDIATELY AND COORDINATE WITH OWNER OF UTILITY TO RESOLVE CONFLICT.
PROJECT NOTES:
1.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONSTRUCTION STAKING IN ACCORDANCE WITH SECTION 11,010 OF THE STANDARD SPECIFICATIONS AND SHALL COMPLY WITH IOWA CODE 355 AND IOWA
ADMINISTRATIVE CODE SECTION 193C FOR THE REPLACEMENT OF ALL DISTURBED MONUMENTS WITHIN THE PROJECT AREA.
2.CONTRACTOR SHALL PROPERLY SECURE PROJECT SITE AT THE END OF EACH DAY.
3.CONTRACTOR OPERATIONS CREATING OBJECTIONABLE LEVELS OF NOISE SHALL NOT BEGIN PRIOR TO 7:00 AM AND SHALL END PRIOR TO 7:00 PM.
4.ALL DISTURBED AREAS SHALL BE SEEDED AND/OR MULCHED (DEPENDING ON DATE) UPON COMPLETION OF GRADING.
5.ALL UTILITY SERVICES (SANITARY, WATER, AND SUMP) SHALL BE INSTALLED BY A PLUMBER LICENSED BY THE CITY OF AMES.
6.ALL UTILITY TRENCHES SHALL BE CAREFULLY BACKFILLED IN 6-IN LIFTS, COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY. DENSITY REPORTS ARE TO BE SUBMITTED TO THE CITY OF AMES WITHIN 7 DAYS
OF TRENCH DENSITY TESTING. ANY FAILING TEST AREAS SHALL BE RE-EXCAVATED AND RE-TESTED.
7.THE CONTRACTOR SHALL LIMIT THEIR ACCESS TO THE PROJECT SITE TO THE STABILIZED ENTRANCE LOCATIONS SHOWN IN THE SWPPP.
8.THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT, THE DEVELOPER, AND BOLTON & MENK, INC. ONE WEEK PRIOR TO THE START OF ANY CONSTRUCTION.
9.ANY TREES AND CROPS SHALL BE REMOVED ONLY BY APPROVAL OF THE ENGINEER/OWNER.
STORM WATER POLLUTION PREVENTION PLAN NOTES:
1.CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF IDNR NPDES GENERAL PERMITS #2.
2.CONTRACTOR SHALL MINIMIZE THE AMOUNT OF SOIL EXPOSED DURING CONSTRUCTION ACTIVITY
3.STABILIZATION OF DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY WHENEVER ANY CLEARING, GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON
ANY PORTION OF THE SITE OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. IN DROUGHT-STRICKEN AREAS AND AREAS THAT HAVE
RECENTLY RECEIVED SUCH HIGH AMOUNTS OF RAIN THAT SEEDING WITH FIELD EQUIPMENT IS IMPOSSIBLE AND INITIATING VEGETATIVE STABILIZATION IMMEDIATELY IS INFEASIBLE, ALTERNATIVE STABILIZATION
MEASURES MUST BE EMPLOYED AS SPECIFIED BY THE DEPARTMENT. IN LIMITED CIRCUMSTANCES, STABILIZATION MAY NOT BE REQUIRED IF THE INTENDED FUNCTION OF A SPECIFIC AREA OF THE SITE NECESSITATES
THAT IT REMAIN DISTURBED.
4.MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE
CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE;
5. MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE AND OTHER
MATERIALS PRESENT ON THE SITE TO PRECIPITATION AND STORM WATER. MINIMIZATION OF EXPOSURE IS NOT REQUIRED IN CASES WHERE THE EXPOSURE TO PRECIPITATION AND TO STORM WATER WILL NOT RESULT
IN A DISCHARGE OF POLLUTANTS, OR WHERE EXPOSURE OF A SPECIFIC MATERIAL OR PRODUCT POSES LITTLE RISK OF STORM WATER CONTAMINATION (SUCH AS FINAL PRODUCTS AND MATERIALS INTENDED FOR
OUTDOOR USE)
6. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM SPILLS AND LEAKS AND IMPLEMENT CHEMICAL SPILL AND LEAK PREVENTION AND RESPONSE PROCEDURES.
7.CONCRETE WASHOUTS SHALL BE PROVIDED ON SITE.
8.QUALIFIED PERSONNEL SHALL INSPECT DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN STABILIZED WITH A PERENNIAL, VEGETATIVE COVER OF SUFFICIENT DENSITY TO PRECLUDE EROSION AT
LEAST ONCE EVERY SEVEN CALENDAR DAYS. UNLESS EROSION IS EVIDENT OR OTHER CONDITIONS WARRANT THEM, REGULAR INSPECTIONS ARE NOT REQUIRED ON AREAS THAT HAVE BEEN STABILIZED WITH A
PERENNIAL, VEGETATIVE COVER OF SUFFICIENT DENSITY TO PRECLUDE EROSION.
9.DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE
SYSTEM.
10.EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY
SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE
SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING.
11. BASED ON THE RESULTS OF THE INSPECTION, POLLUTION PREVENTION MEASURES IDENTIFIED IN THE PLANS SHALL BE REVISED AT THE CONSTRUCTION SITE AS APPROPRIATE AS SOON AS PRACTICABLE AFTER THE
INSPECTION AND TO THE PLAN AS SOON AS PRACTICABLE AFTER THE INSPECTION BUT IN NO CASE MORE THAN 7 CALENDAR DAYS FOLLOWING THE INSPECTION. IF THE PERMITTEE DETERMINES THAT MAKING THESE
CHANGES AT THE CONSTRUCTION SITE OR TO THE PLAN LESS THAN 72 HOURS AFTER THE INSPECTION IS IMPRACTICABLE, THE PERMITTEE SHALL DOCUMENT IN THE PLAN WHY IT IS IMPRACTICABLE AND INDICATE AN
ESTIMATED DATE BY WHICH THE CHANGES WILL BE MADE.
12. A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION, NAME(S) AND QUALIFICATIONS OF PERSONNEL MAKING THE INSPECTION, THE DATE(S) OF THE INSPECTION, MAJOR OBSERVATIONS RELATING TO THE
IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN, AND ACTIONS TAKEN SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE
YEARS AFTER FINAL STABILIZATION HAS BEEN ACHIEVED AND A NOTICE OF DISCONTINUATION HAS BEEN SUBMITTED TO THE DEPARTMENT.
13.EROSION CONTROL MEASURES SHOWN ON THE PLAN ARE THE MINIMUM REQUIRED TO BE INSTALLED. ADDITIONAL MEASURES MAY BE REQUIRED TO PROTECT/STABILIZE THE SITE. ADDITIONAL CONTROLS MAY
INCLUDE, BUT ARE NOT LIMITED TO SILT FENCE, COMPOST BLANKETS, FILTER SOCKS, RIPRAP, FLOW TRANSITION MAPS, ETC. ANY ADDITIONAL CONTROL MEASURE REQUIRED SHALL BE INSTALLED BY THE CONTRACTOR
AT NO ADDITIONAL COSTS TO THE OWNER.
PAVING NOTES:
1.PAVING SHALL BE COMPLETED IN ACCORDANCE WITH DIVISION 7 OF THE SPECIFICATIONS.
2.THE CONTRACTOR SHALL SUBMIT INFORMATION TO THE ENGINEER FOR APPROVAL IN ACCORDANCE WITH SECTIONS 1050, 1.05 AND 7010, 1.03 OF THE STANDARD SPECIFICATIONS:
a.PCC PAVING MIX DESIGN
b.MATURITY CURVES FOR PAVING MIXES AND MATURITY READING RESULTS
3.PAVEMENT DESIGN SHALL INCLUDE A MINIMUM STRENGTH OF 4,000 PSI.
4.QUALITY CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 7010, 3.08 'QUALITY CONTROL' OF THE STANDARD SPECIFICATIONS.
5.IN ACCORDANCE WITH SECTION 7010, 3.02, K OF THE STANDARD SPECIFICATIONS, THE CONTRACTOR SHALL CLEAN AND SEAL ALL JOINTS BEFORE ANY PORTION OF THE NEWLY CONSTRUCTED PAVEMENT IS OPENED TO
THE CONTRACTOR'S EQUIPMENT.
6.THE CONTRACTOR SHALL OPEN NEWLY CONSTRUCTED PAVEMENT TO TRAFFIC IN ACCORDANCE WITH SECTION 7010, 3.06 OF THE STANDARD SPECIFICATIONS. ALL NEWLY CONSTRUCTED PAVEMENT SHALL BE
SCRAPPED AND SWEPT CLEAN PRIOR TO OPENING TO TRAFFIC.
7.THE CONTRACTOR SHALL PROTECT PAVEMENT IN ACCORDANCE WITH SECTION 7010, 3.05 OF THE STANDARD SPECIFICATIONS AND SHALL NOT USE NEWLY CONSTRUCTED PAVEMENT AS AN AREA OF STOCKPILING
MATERIALS.
8.DROP CURBS SHALL BE CONSTRUCTED AT INTERSECTION FOR PEDESTRIAN RAMPS.
9.ALL UTILITY FIXTURES (WATER VALVE BOXES, MANHOLES, AND STORM SEWER INTAKES) SHALL BE SET TO THEIR CORRESPONDING PAVEMENT ELEVATIONS.
10.PARKING LOT JOINTING PLAN SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER/OWNER FOR REVIEW AT LEAST 7 DAYS PRIOR TO PAVING OPERATIONS. NO KEYWAY JOINTS SHALL BE ALLOWED. AT A
MINIMUM ALL COLD JOINTS SHALL BE TIED TOGETHER USING A DW JOINT IN ACCORDANCE WITH SECTION 7010 AND DETAIL PV-101.
11.LONGITUDINAL JOINTS SHALL BE TIED TOGETHER USING CONTRACTION JOINT, “L” TYPE SUDAS JOINT.
12.CONCRETE JOINTS SHALL HAVE A LENGTH TO WIDTH RATIO NO LARGER THAN 1:1.5. MAXIMUM JOINT SPACING SHALL BE 12' IN ANY DIRECTION. JOINT DEPTH SHALL BE A MINIMUM DEPTH OF 1/3 OF PAVEMENT
THICKNESS.
TRAFFIC CONTROL NOTES:
1.TRAFFIC CONTROL LAYOUTS SHOWN ON THESE PLANS ARE GENERAL TRAFFIC CONTROL LAYOUTS FOR INFORMATION ONLY.
2.THE CONTRACTOR SHALL DEVELOP A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH SECTION 1070, 2.06 'TRAFFIC CONTROL' OF THE STANDARD SPECIFICATIONS. ANY TRAFFIC CONTROL DEVICES OR SAFETY
EQUIPMENT NEEDED TO CONSTRUCT THE PROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION PHASING AND TRAFFIC CONTROL PLAN WITH PLANNED
DETOURS, IF APPLICABLE, TO THE ENGINEER FOR APPROVAL BEFORE THE START OF ANY CONSTRUCTION ACTIVITIES.
3.IF NECESSARY, STREETS WILL BE CLOSED IN ACCORDANCE WITH SECTION 1070, 2.06 'TRAFFIC CONTROL' OF THE STANDARD SPECIFICATIONS.
4.ALL TRAFFIC CONTROL PLANS MUST BE REVIEWED AND APPROVED BY CITY OF AMES PUBLIC WORKS TRAFFIC DIVISION (DAMION PREGITZER, 515-509-5189). COORDINATE WITH CITY OF AMES PUBLIC WORKS TRAFFIC
PRIOR TO PLACEMENT OF TRAFFIC CONTROL DEVICES AND SIGNS FOR EACH STAGE OF THE PROJECT.
5.ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE CONTRACTOR.
6.PORTABLE MOUNTINGS FOR WARNING SIGNS MAY BE USED FOR TEMPORARY INSTALLATIONS OF 3 DAYS OR LESS ALL OTHER TRAFFIC CONTROL SHALL BE POST MOUNTED.
7.THE PROPOSED SIGNAGE MAY BE MODIFIED TO MEET FIELD CONDITIONS, PREVENT OBSTRUCTIONS AND TO ACCOMMODATE CONSTRUCTION SCHEDULING UPON APPROVAL OF THE PROJECT ENGINEER
8.ORANGE SAFETY FENCE SHALL BE PLACED ENTIRELY ACROSS THE TRAVELED PORTION OF THE ROADWAY AT ALL LOCATIONS WHERE TYPE III BARRICADES WITH "ROAD CLOSED" SIGNS ARE USED.
9.SIGNAGE MAINTENANCE SHALL BE CONSIDERED INCIDENTAL TO TRAFFIC CONTROL AND REQUIRED AS DIRECTED BY THE ENGINEER.
10.ALL CONSTRUCTION SIGNS SHALL BE DIAMOND GRADE FLUORESCENT ORANGE OR WHITE V.I.P. SHEETING OR EQUIVALENT. (IOWA DOT TYPE VII SHEETING).
11.THE CONTRACTOR SHALL CONTACT THE CITY OF AMES TRAFFIC DIVISION (DAMION PREGITZER, 515-509-5189) TO REMOVE ALL PERMANENT STREET SIGNS CONFLICTING WITH PROPOSED IMPROVEMENTS. THE
CONTRACTOR SHALL REMOVE ALL OTHER SIGNS AS DETERMINED BY THE ENGINEER AND THEY SHALL REMAIN THE PROPERTY OF THE RESPECTIVE OWNERS. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO OTHER
WORK.
12.AT THE TIME OF INITIAL SETUP OR AT THE TIME OF MAJOR STAGE CHANGES, 100 PERCENT OF EACH TYPE OF DEVICE (SIGNS, CONES, TUBULAR MARKERS, DRUMS, BARRICADES, VERTICAL PANELS, CHANGEABLE
MESSAGE SIGNS, AND PAVEMENT MARKINGS) SHALL BE CLASSIFIED AS ACCEPTABLE BY THE REQUIREMENT OF THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA), "QUALITY STANDARD FOR WORK ZONE
TRAFFIC CONTROL DEVICES 1992." THROUGHOUT THE DURATION OF THE PROJECT, UNACCEPTABLE DEVICES OR SITUATIONS THAT ARE FOUND ON THE JOBSITE AS DETERMINED BY BEFORE MENTIONED PUBLICATION
SHALL BE REPLACED OR THE SITUATION CORRECTED WITHIN 12 HOURS OF INITIAL NOTIFICATIONS BY THE ENGINEER.
13.AT EACH SIDEWALK CLOSURE LOCATION PLACE TYPE II BARRICADES WITH "SIDEWALK CLOSED" SIGNS AT EACH CLOSURE END AND PLACE "SIDEWALK CLOSED AHEAD" SIGNS ALONG THE SIDEWALK AT NEAREST STREET
INTERSECTIONS ON EACH SIDE OF THE CLOSURE LOCATION IN ACCORDANCE WITH THE MUTCD.
GRADING NOTES:
1.ALL GRADING OPERATIONS SHALL BE COMPLETED IN ACCORDANCE WITH DIVISION 2 OF THE SPECIFICATIONS
2.THE PROPOSED CONTOURS ARE SHOWN ARE TO FINISH GROUND/TOP OF PAVEMENT
3.CONTRACTOR SHALL GRADE ALL AREAS IN THE PAVEMENT BOX TO SUBGRADE, AND ALL OTHER AREAS TO FINISH GROUND.
4.AREAS WITHIN THE RIGHT-OF-WAY SHALL BE COMPACTED TO NO LESS THAN 95% OF MAXIMUM STANDARD PROCTOR DENSITY AT A MOISTURE CONTENT OF -1% TO +3% ABOVE OPTIMUM.
5.AREAS OUTSIDE THE RIGHT-OF-WAY SHALL BE FINAL GRADED TO WITHIN 0.2' OF PLAN GRADE. AREAS WITHIN THE RIGHT-OF-WAY SHALL BE FINAL GRADED TO WITHIN 0.1' OF PLAN GRADE.
6.ALL TOPSOIL STRIPPED SHALL BE RESPREAD ON LOT(S).
7.THE CONTRACTOR SHALL SHAPE GRADED AREAS TO MAINTAIN SURFACE DRAINAGE AT ALL TIMES.
8.THE CONTRACTOR SHALL BACKFILL CURBS AS SOON AS POSSIBLE UPON COMPLETION OF PAVING
9.DEWATERING (IF NECESSARY) IS CONTRACTOR'S RESPONSIBILITY AND SHALL BE CONSIDERED INCIDENTAL.
10.CONTRACTOR SHALL MINIMIZE COMPACTION OF TOPSOIL TO THE EXTENT PRACTICABLE.
SANITARY SEWER NOTES:
1.SANITARY SEWER INSTALLATION SHALL BE COMPLETED IN ACCORDANCE WITH DIVISIONS 3, 4, AND 6 OF THE SPECIFICATIONS
2.SANITARY SEWER BEDDING SHALL BE CLASS F-3 BEDDING UNLESS OTHERWISE SPECIFIED.
STORM SEWER NOTES:
1.STORM SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH DIVISIONS 3, 4, AND 6 OF THE SPECIFICATIONS.
2.STORM SEWER SHALL BE BEDDING SHALL BE CLASS R-2
3.MANHOLE CASTINGS IN SHALL BE 2 PIECE FIXED CASTINGS. ALL MANHOLE CASTINGS SHALL BE BOLTED TO THE STRUCTURE AT ALL ATTACHMENT HOLE LOCATIONS IN THE CASTING.
4.RCP PLUGS SHALL BE CONSIDERED INCIDENTAL TO STORM SEWER CONSTRUCTION.
5.THE CONTRACTOR SHALL REPAIR ANY FIELD TILE ENCOUNTERED DURING CONSTRUCTION OF THIS PROJECT (WHETHER SHOWN ON THE PLAN OR NOT) BY SPLICING OR CONNECTING THE TILE TO THE NEW STORM SEWER
SYSTEM.
WATER MAIN NOTES:
1.WATER MAIN INSTALLATION SHALL BE COMPLETED IN ACCORDANCE WITH DIVISIONS 3 AND 5 OF THE SPECIFICATIONS.
2.WATER VALVE BOXES SHALL BE CAST IRON IN ACCORDANCE WITH SECTION 5020 OF THE SPECIFICATIONS, OR "TRENCH ADAPTOR" WITH CAST IRON TOP SECTION. AN EXTENSION SHAFT SHALL BE FURNISHED THAT
POSITIONS THE VALVE OPERATING NUT WITHIN 2 FEET OF PROPOSED GRADE.
3.METAL WATER MAIN FITTINGS AND METAL ACCESSORIES SHALL BE WRAPPED WITH 8-MIL POLYETHYLENE SHEETING AND SECURED WITH TAPE.
4.WATER MAIN SHALL BE INSTALLED WITH 5.5 FEET COVER (MINIMUM).
5.WATER MAIN BEDDING SHALL BE CLASS P-1
6.CURB STOP BOXES ON WATER SERVICES SHALL BE LOCATED AS SHOWN ON THE PLANS.
7.WATER MAIN VALVES SHALL BE OPERATED BY CITY OF AMES PERSONNEL ONLY.
8.CRITICAL CROSSINGS SHALL CONFORM TO CITY OF AMES SUPPLEMENTAL SPECIFICATIONS.
9.FIRE AND DOMESTIC SERVICE BID ITEMS SHALL INCLUDE ALL FITTING AND VALVES REQUIRED TO CONNECT TO THE MAIN AND THE BUILDING.
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
G2.02
DETAILS
BOLLARD GUARD POST
NOT TO SCALE
18"
6"
3'
-
0
"
4'
-
0
"
CONCRETE
ONE WRAP OF
30# ROOFING FELT
8" DIA CONCRETE-FILLED
STANDARD STEEL BOLLARD
EXISTING
GRADE
4"R
PLATE NO.R
LAST REVISION:
04-2021
9-300
6" PCC
SUBGRADE PREPARATION (2112) (INCIDENTAL)
A CONCRETE PAVEMENT
NOT TO SCALE
2" X 6" RAIL WITH
HEAVY DUTY HANGER
SECURED TO POST (TYP.)
CIRCULAR METAL FENCE POST
2" X 6" P.T. RAIL
1" X 6" CEDAR
TYP. SPACINGEQ.6"4"6"EQ.TYP. SPACING
TRASH ENCLOSURE TOP VIEW
(NOT TO SCALE)
TWO HINGED DOORSWITH CENTER LATCH
8'
0.75'
9.5'
TRASH ENCLOSURE ELEVATION
(NOT TO SCALE)
SLAB
TIE DOWN TO
CONCRETE WITH
GALVANIZED POST
BRACKETS (TYP.) OR
IN CONCRETE FOOTING
CONT. 2" X 6" P.T.HORIZ. RAIL TOPAND BOTTOMBETWEEN POSTS
FENCE POST
1" X 6" CEDAR
VERT. SLATSEQ. SPACE (STAGGEROPPOSITE FACE)
3"
8'
7.
2
5
'
6"
4' MAX.
14
'
NOTE: OTHER ENCLOSURES MAY BE APPROVED BY OWNER.
0.75'
B TRASH ENCLOSURE
NOT TO SCALE
SITE DATA
BUILDING A (SOUTH LOT)
TOTAL LOT AREA 11,798 SF 0.27 ACRES
DISTURBED AREA 11,798 SF 0.27 ACRES
PERVIOUS AREA 3,893 SF 0.09 ACRES
IMPERVIOUS DATA
BUILDING(S) SIZE 6,475 SF 0.15 ACRES
PAVEMENT AREA 1,430 SF 0.03 ACRES
TOTAL IMPERVIOUS AREA 7,905 SF 0.18 ACRES
PERCENTAGES
IMPERVIOUS 67%
PERVIOUS 33%
TOTAL 100%
BUILDING B (NORTH LOT)
TOTAL LOT AREA 20,292 SF 0.47 ACRES
DISTURBED AREA 20,292 SF 0.47 ACRES
PERVIOUS AREA 7,426 SF 0.17 ACRES
IMPERVIOUS DATA
BUILDING(S) SIZE 6,955 SF 0.16 ACRES
PAVEMENT AREA 5,911 SF 0.14 ACRES
TOTAL IMPERVIOUS AREA 12,866 SF 0.30 ACRES
PERCENTAGES
IMPERVIOUS 63%
PERVIOUS 37%
TOTAL 100%
PARKING (PER BUILDING)
BUILDING A (SOUTH)
BUILDING SIZE 6475 SF
STUDIO UNIT
3 UNITS
1 STALLS/UNIT
3 REQUIRED STALLS
1 BEDROOM UNIT
4 UNITS
1 STALLS/UNIT
4 REQUIRED STALLS
2 BEDROOM UNIT
6 UNITS
1 STALLS/UNIT
6 REQUIRED STALLS
TOTAL REQUIRED STALLS PER BUILDING A 13 STALLS
TOTAL PROVIDED STALLS IN BUILDING A 13 STALLS
REQUIRED ADA STALLS 1 STALL
PROVIDED ADA STALLS 1 STALL
BUILDING B (NORTH)
BUILDING SIZE 6955 SF
1 BEDROOM UNIT
10 UNITS
1 STALLS/UNIT
10 REQUIRED STALLS
2 BEDROOM UNIT
9 UNITS
1 STALLS/UNIT
9 REQUIRED STALLS
TOTAL REQUIRED STALLS PER BUILDING A 19 STALLS
TOTAL PROVIDED STALLS IN BUILDING A 21 STALLS
REQUIRED ADA STALLS 1 STALL
PROVIDED ADA STALLS 1 STALL
7
LOT 1
0.27 ACRES
11,798 SQ FT
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DISCONNECT EXISTING
WATER SERVICE AT MAIN
(FIELD VERIFY DEPTH)
REMOVE TREE
REMOVE EXISTING RETAINING WALLS
X X X X XXX
X
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X
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X
X
X
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X
X
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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX
X X X X X X X X X X X X X X X X X X X XX
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
SHIFTED PROPERTY LINE
EXISTING PROPERTY LINE
259 N HYLAND AVE
GA
R
A
G
E
X
X
X
X
X
X
X
X
X
X
XX X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
REMOVE GAS SERVICE
REMOVE EXISTING RETAINING WALL
FULL DEPTH PATCH, 100 SY
REMOVE 60 LF OF EXISTING CURB & GUTTER
REMOVE EXISTING HOUSE
REMOVE GAS SERVICE
S88°53'36"W 137.00
N1
°
0
2
'
2
2
"
W
7
9
.
3
7
S0
°
5
9
'
5
6
"
E
8
0
.
0
0
S89°00'04"W 137.05
NOTE:
CONTRACTOR SHALL FIND EXISTING
SANITARY SEWER SERVICE FOR EACH
BUILDING AND ABANDON AT THE
BACK OF CURB.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
6
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
H
U
N
Z
I
\
2
4
X
1
3
5
5
0
5
0
0
0
\
C
A
D
\
C
3
D
\
1
3
5
5
0
5
C
1
0
1
.
d
w
g
9/
2
8
/
2
0
2
6
3
:
1
8
:
2
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C1.01
EXISTING CONDITIONS & REMOVALSFEETSCALE
0 10 20
HORZ.
R
LEGEND:
GRAVEL REMOVAL
PAVEMENT REMOVAL
SIDEWALK REMOVAL
ASPHALT/CONCRETE SAW CUT
8
LOT 2
0.47 ACRES
20,292 SQ FT
D
H
H
C
S S
S
S
U
M
M
OEOE
OE OE OE OE OE OE OE OE OE OE OE
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>
>
>
>
>
>
>>
>
>
>
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
F
F
F
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FFFFFF
F
F
FFFFFFFFFFFFFF
G
G
S
l
l
l
l
l
l
l
l
l
l
l
l
l
l
llllllllllll
93
0
935
940
927 92
8
92
9
93
1
932
933
934
936
937
938
939
941
942
943
944
930
935
928
929
931
932
933
934
936
935
940
932
933
934
936
937
938
939
941
942
943
OAKLAND ST
HY
L
A
N
D
A
V
E
HY
L
A
N
D
A
V
E
REMOVE EXISTING RETAINING WALLS
XXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X XX
X
X
X
X
X
REMOVE EXISTING RETAINING WALL
263 HYLAND AVE
GA
R
A
G
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X
REMOVE EXISTING RETAINING WALL
DISCONNECT EXISTING
WATER SERVICE AT MAIN
(FIELD VERIFY DEPTH)
X
X
X
X
X
XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
FULL DEPTH PATCH, 100 SY
RE
M
O
V
E
E
X
I
S
T
I
N
G
G
A
R
A
G
E
REMOVE EXISTING APARTMENT BUILDING
FULL DEPTH PATCH, 101 SY
REMOVE 36 LF OF EXISTING CURB & GUTTER
N0
°
5
8
'
4
3
"
W
7
4
.
5
0
N88°37'51"E 137.00
S0
°
5
9
'
5
6
"
E
7
4
.
5
0
S86°25'14"E 75.44
NOTE:
CONTRACTOR SHALL FIND EXISTING
SANITARY SEWER SERVICE FOR EACH
BUILDING AND ABANDON AT THE
BACK OF CURB.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
6
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
H
U
N
Z
I
\
2
4
X
1
3
5
5
0
5
0
0
0
\
C
A
D
\
C
3
D
\
1
3
5
5
0
5
C
1
0
1
.
d
w
g
9/
2
8
/
2
0
2
6
3
:
1
8
:
2
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C1.02
EXISTING CONDITIONS & REMOVALSFEETSCALE
0 10 20
HORZ.
R
LEGEND:
GRAVEL REMOVAL
PAVEMENT REMOVAL
SIDEWALK REMOVAL
ASPHALT/CONCRETE SAW CUT
9
LOT 2
0.47 ACRES
20,292 SQ FTLOT 1
0.27 ACRES
11,798 SQ FT
D
D
C
H H
C
S
S
S
S
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>>>>
>
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
OE OE OE OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
F
F
F
F
F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
S
BUILDING A
FFE: 950.20
6,475 SF
BUILDING B
FFE: 932.50
6,955 SF
T
OA
K
L
A
N
D
S
T
HYLAND AVE
HYLAND AVE
EXISTING PROPERTY LINE
20
'
PROPOSED RETAINING WALL
15
.
5
8
'
PROPOSED PROPERTY LINE
12'
8'
7'
1'
20
'
25
'
20
.
5
'
20
'
11'
1'
20'
4'
5'
4'
5'
19
'
9'
108.5'
6.52'
25
'
34.5'
4'
12
6
.
7
4
'
PROPOSED RETAINING WALL
12
9
.
9
5
'
25
'
20
'
R2'
R5'
5'
15
.
2
6
'
30
'
ELECTRICAL TRANSFORMER
ELECTRICAL METERS
ELECTRICAL METERS
SETBACK LINE
SETBACK LINE
5'
PROPOSED RETAINING WALL
PROPOSED RETAINING WALL
9'
15.37'
20
'
26.03'
DUMPSTER ENCLOSURE
14' X 9.5'
SEE DETAIL
DUMPSTER ENCLOSURE
PEDESTRIAN ACCESS
PAVEMENT
MARKINGS
41
.
5
'
65
'
107'
64'
10
1
'
FIRE DEPARTMENT
CONNECTION
FIRE DEPARTMENT
CONNECTION
SIDEWALK
EASEMENT
4'
PROPOSED
BOLLARD
(TYP.)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
6
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
H
U
N
Z
I
\
2
4
X
1
3
5
5
0
5
0
0
0
\
C
A
D
\
C
3
D
\
1
3
5
5
0
5
C
2
0
1
.
d
w
g
9/
2
8
/
2
0
2
6
3
:
1
8
:
4
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C2.01
SITE GEOMETRICSFEETSCALE
0 10 20
HORZ.
R
10
LOT 2
0.47 ACRES
20,292 SQ FTLOT 1
0.27 ACRES
11,798 SQ FT
D
D
C
H H
C
S
S
S
S
M
M
M
M
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
G
G
G
G
G
G
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>>>>
>
G
G
G
G
G
G
G
G
l
l
l
l
l
l
l
l
l
l
l
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
OE OE OE OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
F
F
F
G
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
F
F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
G G
S
l
l
l
l
l
l
l
l
l
l
l
930
93
5
94
0
94
5
95
0
95
5
927
928
929
931
932
93
3
93
4
93
6
93
7
93
8
93
9
94
1
94
2
94
3
94
4
94
6
94
7
94
8
94
9
95
1
95
2
95
3
95
4
95
6
93
0
93
5
92
8
92
9
93
1
93
293
393
4
93
693
7
938
945
95
0
955
941
942
943
944
946
94
7
94
8
94
9
951
95
2
95
3
954
95
6
955
95
195
2953954
956
947 945
944
946
935
940
945
950
955
936
937
938
939
941
942
943
944
946
947
948
949
951
952
953
954
956
96
0
95
7
95
8
95
9
96
1
93
5
94
0
93
293393
4936
93
6
93
6
93
7
93
8
93
9
94
1
94
1
941
94
2943
BUILDING A
FFE: 950.20
6,475 SF
BUILDING B
FFE: 932.50
6,955 SF
T
OA
K
L
A
N
D
S
T
HYLAND AVE
HYLAND AVE
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
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
5 TONS
RIP RAP
2 TONS
RIP RAP
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
6
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
H
U
N
Z
I
\
2
4
X
1
3
5
5
0
5
0
0
0
\
C
A
D
\
C
3
D
\
1
3
5
5
0
5
C
3
0
1
.
d
w
g
9/
2
8
/
2
0
2
6
3
:
1
9
:
0
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C3.01
EROSION CONTROL PLANFEETSCALE
0 10 20
HORZ.
R
LEGEND
SILT FENCE
INLET PROTECTION
CONCRETE WASHOUT
TYPE I SEEDING/SOD
LOW GROW GRASS
MIXTURE BY UNITED SEED
C
W
SF
11
LOT 2
0.47 ACRES
20,292 SQ FTLOT 1
0.27 ACRES
11,798 SQ FT
D
D
C
H H
C
S
S
S
S
M
M
M
M
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
G
G
G
G
G
G
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>>>>
>
G
G
G
G
G
G
G
G
l
l
l
l
l
l
l
l
l
l
l
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
OE OE OE OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
F
F
F
G
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
F
F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
G G
S
l
l
l
l
l
l
l
l
l
l
l
930
93
5
94
0
94
5
95
0
95
5
927
928
929
931
932
93
3
93
4
93
6
93
7
93
8
93
9
94
1
94
2
94
3
94
4
94
6
94
7
94
8
94
9
95
1
95
2
95
3
95
4
95
6
93
0
93
5
92
8
92
9
93
1
93
293
393
4
93
693
7
938
945
95
0
955
942
943
944
946
94
7
94
8
94
9
95
1
95
2
95
3
954
95
6
95
0
955
94
9
95
195
295
3954
956
947 945
944
946
935
940
945
950
955
936
937
938
939
941
942
943
944
946
947
948
949
951
952
953
954
956
96
0
95
7
95
8
95
9
96
1
93
5
94
0
932933934
93
6
937
93
8
93
9
94
1
94
1
941
942943
BUILDING A
FFE: 950.20
6,475 SF
BUILDING B
FFE: 932.50
6,955 SF
T
OA
K
L
A
N
D
S
T
HYLAND AVE
946947948
93
0
92
792892
993
193
2
933
95
0
951
952
953
95
4
930
935
940
94
5
950
929
931
932
933
934
936937938939
94
1
94
2
94
3
94
4
94
6
94
7
94
8
94995
195
2
95
3
945
942
943
944
TW
:
9
5
0
.
0
0
BW
:
9
4
1
.
9
4
TW
:
9
5
0
.
2
0
BW
:
9
4
2
.
0
6
TW
:
9
5
0
.
8
5
BW
:
9
4
9
.
8
0
TW
:
9
5
4
.
7
6
BW
:
9
5
7
.
5
9
TW
:
9
5
0
.
2
0
BW
:
9
3
9
.
6
1
TW
:
9
5
0
.
2
0
BW
:
9
4
5
.
6
0
TW
:
9
3
6
.
6
7
BW
:
9
3
4
.
1
2
TW
:
9
2
9
.
0
3
BW
:
9
2
8
.
8
4
TW
:
9
4
1
.
6
6
BW
:
9
3
2
.
8
4
TW
:
9
4
3
.
1
9
BW
:
9
3
2
.
6
8
TW
:
9
3
8
.
0
0
BW
:
9
3
3
.
9
1
TW
:
9
3
7
.
2
0
BW
:
9
3
3
.
7
5
TW
:
9
3
2
.
5
3
BW
:
9
3
2
.
0
1
TW
:
9
4
8
.
1
4
BW
:
9
4
7
.
4
7
950
.
0
8
950
.
1
4
FF:
9
3
2
.
5
0
FG:
9
2
8
.
8
2
TW
:
9
5
5
.
6
6
BW
:
9
5
1
.
0
3
TW
:
9
3
4
.
1
7
BW
:
9
3
2
.
8
6
TW
:
9
3
1
.
7
3
BW
:
9
3
1
.
6
4
TW
:
9
5
8
.
6
5
BW
:
9
5
3
.
6
7
4.55%
5.22%
FF:
9
5
3
.
6
7
FG:
9
5
3
.
6
6
EG
:
9
4
3
.
3
6
FG
:
9
3
9
.
9
1
EG:
9
4
1
.
3
8
FG:
9
3
3
.
2
5
EG:
9
3
7
.
2
6
FG:
9
3
2
.
4
6
EG:
9
4
7
.
1
4
FG:
9
4
1
.
4
1
EG:
9
4
2
.
1
1
FG:
9
3
3
.
5
7
EG:
9
3
8
.
1
0
FG:
9
3
2
.
7
1
EG:
9
5
1
.
5
5
FG:
9
4
2
.
7
3
EG:
9
5
0
.
7
8
FG:
9
4
2
.
4
2
EG:
9
4
2
.
9
4
FG:
9
4
2
.
9
4
EG:
9
5
1
.
9
7
FG:
9
4
3
.
7
8
EG:
9
4
7
.
2
3
FG:
9
4
3
.
5
2
EG:
9
4
3
.
7
1
FG:
9
4
3
.
7
7
EG
:
9
4
7
.
3
7
FG
:
9
4
5
.
3
6
EG:
9
4
3
.
8
6
FG:
9
4
4
.
9
9
NOTE:
BUILDING A AVERAGE HEIGHT: 41.25'
BUILDING B AVERAGE HEIGHT: 44.37'
942943944
940
937938
939
941
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
6
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
H
U
N
Z
I
\
2
4
X
1
3
5
5
0
5
0
0
0
\
C
A
D
\
C
3
D
\
1
3
5
5
0
5
C
4
0
1
.
d
w
g
9/
2
8
/
2
0
2
6
3
:
1
9
:
2
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C4.01
GRADING PLANFEETSCALE
0 10 20
HORZ.
R
12
LOT 2
0.47 ACRES
20,292 SQ FT
C
M
M
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
G G G
93
0
93
5
92
8
92
9
93
1
93
293
393
4
93
6
93
7
938
T
93
0
92
792892
993
193
2
933
930
929
928
.
7
0
928
.
4
2
927
.
9
7
927
.
9
2
928
.
8
2
932
.
6
5
93
1
.
3
0
932
.
3
1
932
.
3
3
932
.
3
0
932
.
6
3
932
.
5
0
932
.
5
0
932
.
5
0
TW
:
9
3
6
.
6
7
BW
:
9
3
4
.
1
2
TW
:
9
2
9
.
0
3
BW
:
9
2
8
.
8
4
TW
:
9
4
3
.
1
9
BW
:
9
3
2
.
6
8
926
.
8
6
926
.
7
8
926
.
4
9
926
.
9
1
927
.
1
9
927
.
2
7
0.82%4.80%4.80%
2.
0
1
%
2.
0
0
%
2.
0
0
%
2.
0
0
%
2.
0
8
%
2.
0
8
%
928
.
1
7
1.50%
1.50%
2.
0
4
%
2.
0
8
%
FF:
9
3
2
.
5
0
FG:
9
2
8
.
8
2
TW
:
9
3
4
.
1
7
BW
:
9
3
2
.
8
6
TW
:
9
3
1
.
7
3
BW
:
9
3
1
.
6
4
4.55%
5.22%
EG:
9
4
1
.
3
8
FG:
9
3
3
.
2
5
EG:
9
3
7
.
2
6
FG:
9
3
2
.
4
6
EG:
9
4
2
.
1
1
FG:
9
3
3
.
5
7
EG:
9
3
8
.
1
0
FG:
9
3
2
.
7
1
EG:
9
4
2
.
9
4
FG:
9
4
2
.
9
4
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
6
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
H
U
N
Z
I
\
2
4
X
1
3
5
5
0
5
0
0
0
\
C
A
D
\
C
3
D
\
1
3
5
5
0
5
C
4
0
1
.
d
w
g
9/
2
8
/
2
0
2
6
3
:
1
9
:
3
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C4.02
GRADING PLANFEETSCALE
0 5 10
HORZ.
R
BUILDING B
FFE: 932.50
13
LOT 1
0.27 ACRES
11,798 SQ FT
D
C
D
GGGGGG
>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
G G G G G G G G
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
T
>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
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>>
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>>
>>
>>
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>>
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>
>
>
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>
>
>
>
>
>
>>>>
l l l l l l l l l l l l l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l l l l l l l l l l l
l
l
l
l
l
l
l
l
l
l
l
l
l
l l l l l
l
l
l
l
l
l
l l l l l l l
>
>
l l l l l l
l
l
l
l
l
l
l
l
l
l
l
l
l l l l l l l
>>>>>>>>
HY
L
A
N
D
A
V
E
CONNECT TO EXISTING 8" PVC
SANITARY SEWER
FL ELEV: 937.03
CONTRACTOR SHALL INSTALL 2' RISER
6" TAPPING VALVE & SLEEVE
6" TAPPING VALVE & SLEEVE
6" SANITARY SERVICE
6" FIRE SUPPRESSION
2" WATER SERVICE
6" WMN
6" WMN
6" SAN
6" FIRE SUPPRESSION
2" WATER SERVICE
EX
1
2
"
W
M
N
INSTALL 6"X2" TEE
2" CURBSTOP
6" FIRE VALVE
INSTALL 6"X2" TEE
2" CURBSTOP
6" FIRE VALVE
END SSWR
FL ELEV: 943.10
INSTALL 165 LF
OF SSWR @ 2%
INSTALL SANITARY CLEANOUT
RIM: 950.02
FL:938.17
INSTALL SANITARY CLEANOUT
RIM: 932.37
FL: 924.96
INSTALL 18 LF OF 12" STRM @ 2%
END STRM
FL ELEV: 938.19
END STRM
FL ELEV: 943.15
POTENTIAL SUBDRAIN
OUTLET LOCATION
IN
S
T
A
L
L
1
0
8
L
F
O
F
1
2
"
S
T
R
M
@
5
%
NOTE:
FULL DEPTH PATCH SHALL MATCH EXISTING
PAVEMENT THICKNESS OR 8", WHICHEVER IS
GREATER. FULL DEPTH PATCH SHALL INCLUDE
INSTALLATION OF 6" GRANULAR SUBBASE
AND SUBGRADE PREPARATION ON EXISTING
MATERIAL. INCLUDES ALL PAVEMENT
REMOVAL, SUBBASE REMOVAL, AND
SAWCUTTING.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
6
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
H
U
N
Z
I
\
2
4
X
1
3
5
5
0
5
0
0
0
\
C
A
D
\
C
3
D
\
1
3
5
5
0
5
C
5
0
1
.
d
w
g
9/
2
8
/
2
0
2
6
3
:
1
9
:
5
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C5.01
UTILITY PLANFEETSCALE
0 10 20
HORZ.
R
BUILDING A
FFE: 950.20
14
LOT 2
0.47 ACRES
20,292 SQ FT
D
H
H
C
S S
S
S
U
OEOE
OE OE OE OE OE OE OE OE OE OE OE
>>
>>
>>
>>
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>>
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>>
>>
>>
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>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>
>
>
>
>>
>
G G G G G G G G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
F
F
F
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FFFFFF
F
F
FFFFFFFFFFFFFF
G
G
S
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
lT>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
l l l l l l l l l l l
l
l
l
l
l
l
l
l
l
l
l
l
l
l l l l l
l
l
l
l
l
l
l l l l l l l
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>
>>>>
OAKLAND ST
HY
L
A
N
D
A
V
E
CONNECT TO EXISTING 8" PVC
SANITARY SEWER
FL ELEV: 913.33
CONTRACTOR SHALL INSTALL 8' RISER
6" TAPPING VALVE & SLEEVE
6" TAPPING VALVE & SLEEVE
6" WMN
6" SAN
6"
S
A
N
I
T
A
R
Y
S
E
R
V
I
C
E
6" FIRE SUPPRESSION
2" WATER SERVICE
EX
1
2
"
W
M
N
INSTALL 6"X2" TEE
2" CURBSTOP
6" FIRE VALVE
INSTALL SANITARY CLEANOUT
RIM: 932.37
FL: 924.96
INSTALL SANITARY CLEANOUT
RIM: 929.04
FL: 923.48
END SSWR
FL ELEV: 925.00
INSTALL 144 LF OF
SSWR @ 2%
IN
S
T
A
L
L
5
4
L
F
O
F
1
2
"
S
T
R
M
@
5
%
INSTALL 18 LF OF 12" STRM @ 2%
END STRM
FL ELEV: 938.19
CONNECT TO EXISTING INTAKE
FL ELEV: 934.82SW - 301, 48"
RIM: 938.35
FL E: 934.92
FL SW: 935.02
POTENTIAL SUBDRAIN
OUTLET LOCATION
INSTALL 10 LF OF 12" STRM @ 1%
IN
S
T
A
L
L
1
0
8
L
F
O
F
1
2
"
S
T
R
M
@
5
%
NOTE:
FULL DEPTH PATCH SHALL MATCH EXISTING
PAVEMENT THICKNESS OR 8", WHICHEVER IS
GREATER. FULL DEPTH PATCH SHALL INCLUDE
INSTALLATION OF 6" GRANULAR SUBBASE
AND SUBGRADE PREPARATION ON EXISTING
MATERIAL. INCLUDES ALL PAVEMENT
REMOVAL, SUBBASE REMOVAL, AND
SAWCUTTING.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
6
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
H
U
N
Z
I
\
2
4
X
1
3
5
5
0
5
0
0
0
\
C
A
D
\
C
3
D
\
1
3
5
5
0
5
C
5
0
1
.
d
w
g
9/
2
8
/
2
0
2
6
3
:
1
9
:
5
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C5.02
UTILITY PLANFEETSCALE
0 10 20
HORZ.
R
BUILDING B
FFE: 932.50
15
M
G
G
G
G
G
G
G
G
G
G
G
G
G
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
G
G
G
G
G
G G G G G G G G G G G G G G G G G G
F F F F F F F F F F F F F F F F F F F F F F F
950
.
2
2
950
.
1
7
950
.
1
4
950
.
2
0
950
.
1
2
950
.
2
0
950
.
2
0
950
.
1
2
950
.
1
1
950
.
2
0
949
.
5
5
949
.
6
2
949
.
0
2
950
.
8
9
???
950
.
9
6
953
.
7
6
953
.
2
7
953
.
2
0
953
.
6
8
953
.
9
5
953
.
8
9
1.50%
3.
3
4
%
3.
3
3
%
12.16%
1.
5
0
%
12.16%
1.
5
0
%
1.
0
2
%
0.72%
1.
3
9
%
1.
5
2
%
1.
5
2
%
1.
7
0
%
3.
0
5
%
1.
5
0
%
9.
9
4
%
5.
0
9
%
0.02%
6.62%
1.
5
0
%
??
?
6.02%
950
.
1
3
950
.
2
0
950
.
8
6
950
.
8
5
0.
1
7
%
0.87%
4.
5
3
%
2.53%
0.25%
1.50%
2.
2
7
%
5.64%
1.
8
7
%
2.
2
7
%
2.
9
7
%
95
3
.
5
3
953.47
953.38
95
3
.
6
1 C
M
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G G G G G G G G G G G G G G G G
F F F F F F F F F F F F F F F F F F F F F F F
HYLAND AVE
950
.
1
2
950
.
1
1
950
.
2
0
944.19 944
.
2
5
944
.
1
9
944
.
2
5
944
.
0
9
944
.
2
3
945
.
7
6
945
.
8
2
945
.
8
9
945
.
6
8
1.
7
0
%
1.50%
1.50%
0.
2
5
%
1.88%
7.
9
2
%
1.
4
0
%
5.07%
1.
5
0
%
1.50%
7.
9
7
%
SHEET
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1
3
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3
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9/
2
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/
2
0
2
6
3
:
2
0
:
1
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C6.01
SIDEWALK ADAFEETSCALE
0 5 10
HORZ.
R R
16
LOT 2
0.47 ACRES
20,292 SQ FT
D H H S
S
M
OE
OE
OE
OE
OE
OE
>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>
>
>
>
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>
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E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
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E
E
E
E
E
E
E
F
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
F FFFFFFFFFFFFFFFFFFFFFFFFFFFF
F
F
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F
F
F
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F
F
F
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F
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F
F
F
F
F
F
F
F
F
F
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F
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F
F
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l
l
l
l
l
l
l
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l
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OA
K
L
A
N
D
S
T
HYLAND AVE
932
.
5
0
932
.
5
0
932
.
4
2
932
.
4
2
932
.
3
6
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8
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7
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933
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9
0
1.
5
0
%
0.39%
2.
1
4
%
1.
5
2
%
1.50%
1.
5
0
%
1.50%
2.21%
1.36%1.50%
1.
5
0
%
1.50%
1.
5
0
%
2.63%
0.
4
9
%
1.50%
1.50%
1.
0
0
%
1.10%
SHEET
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2
0
2
6
3
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0
:
1
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C6.02
SIDEWALK ADAFEETSCALE
0 5 10
HORZ.
R
17
LOT 2
0.47 ACRES
20,292 SQ FTLOT 1
0.27 ACRES
11,798 SQ FT
D
D
C
H H
C
M
M
M
M
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
G
G
G
G
G
G
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>
>>
>>
>>
>>
>>
G
G
G
G
G
G
G
G
l
l
l
E
E
E
E
E
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
F
F
F
G
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
F
F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
G
l
l
l
l
l
l
BUILDING A
FFE: 950.20
6,475 SF
BUILDING B
FFE: 932.50
6,955 SF
T
RETAINING WALL AND
FENCE TO EQUAL 6'
TOTAL HEIGHT.
RETAINING
WALL
RETAINING
WALL
RETAINING
WALL
RETAINING
WALL
SPADE CUT
EDGE, TYP.
(1) AG
(1) GT (1) GT
(1) QB
(1) AP(1) AP
(3) TO
(3) SH
(12) PD
(3) SS
(2) SH (3) SH(1) JP
(5) SP
(12) CK (8) SH
(3) SP
(3) SS
(8) SH
(3) SP
(4) PD
(1) VL
(1) SP (1) FN
(3) SH
(3) SH
(3) SH
(8) JP
(3) UJ
(27) CK
(3) MP
(3) SM (2) SM
(5) SM
CODE QTY DETAIL BOTANICAL NAME COMMON NAME CALIPER HEIGHT CONTAINER
CANOPY TREES
GT 4 GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'SKYLINE® HONEY LOCUST 2" CAL.40-65' MAT. HT.B&B
QB 1 QUERCUS BICOLOR SWAMP WHITE OAK 2" CAL.55-65' MAT.HT.B&B
UJ 3 ULMUS AMERICANA 'JEFFERSON'JEFFERSON AMERICAN ELM 2" CAL.40-65' MAT. HT.B&B
ORNAMENTAL TREES
AP 2 ACER PLATANOIDES X TRUNCATUM 'PACIFIC SUNSET'PACIFIC SUNSET MAPLE 1.5" CAL.35' MAT.HT.B&B
AG 1 AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'AUTUMN BRILLIANCE APPLE SERVICEBERRY 1.5" CAL.20' MAT.HT.B&B
MP 3 MALUS X 'PRAIRIFIRE'PRAIRIFIRE CRABAPPLE 1.5" CAL.20' MAT.HT.B&B
PLANT SCHEDULE
MALUS X 'PRAIRIFIRE'PRAIRIFIRE CRABAPPLE 20' MAT.HT.
CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER
SHRUBSFN1 FORSYTHIA X 'NORTHERN GOLD'NORTHERN GOLD FORSYTHIA N.A.6 - 8` HT.#5 CONT.
JP 9 JUNIPERUS X PFITZERIANA 'SEA GREEN'SEA GREEN PFITZER JUNIPER N.A.4 - 6` HT.#5 CONT.
PD 17 PHYSOCARPUS OPULIFOLIUS 'DONNA MAY'LITTLE DEVIL™ DWARF NINEBARK N.A.3 - 4` HT.#3 CONT.
SM 10 SPIRAEA MEDIA 'SMSMBK'BLUE KAZOO® DOUBLE PLAY® SPIREA N.A.2 - 3' HT.#5 CONT.
SP 9 SYRINGA PUBESCENS PATULA 'MISS KIM'MISS KIM KOREAN LILAC N.A.6 - 8` HT.#5 CONT.
TO 4 THUJA OCCIDENTALIS 'HOLMSTRUP'HOLMSTRUP ARBORVITAE N.A.5 - 7` HT.#5 CONT.
VL 1 VIBURNUM LENTAGO NANNYBERRY VIBURNUM N.A.12 - 14` HT.#5 CONT.
PERENNIALSCK49 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER GRASS N.A.4 - 6` HT.#1 CONT.
SS 6 SCHIZACHYRIUM SCOPARIUM 'CAROUSEL'CAROUSEL LITTLE BLUESTEM N.A.2 - 3' HT.#1 CONT.
SH 50 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED N.A.2 - 3' HT.#1 CONT.
SHEET
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1
3
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5
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5
0
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3
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1
3
5
5
0
5
C
7
0
1
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9/
2
8
/
2
0
2
6
3
:
2
0
:
3
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C7.01
LANDSCAPING PLANFEETSCALE
0 10 20
HORZ.
R
GENERAL NOTES: LANDSCAPE PLANTING
1.MASTER PLANT SCHEDULE: ALL TREES, SHRUBS, AND ORNAMENTAL GRASSES
ARE LISTED IN THE MASTER PLANT SCHEDULE. IF THERE IS A CONFLICT
BETWEEN THE QUANTITIES SHOWN ON THE DRAWINGS AND THE QUANTITIES
SHOWN IN THE PLANT SCHEDULE, THE PLAN QUANTITIES SHALL PREVAIL.
2.PLANTING LAYOUT: STAKE ALL TREE LOCATIONS AND A TYPICAL
SHRUB/ORNAMENTAL GRASS BED LAYOUT AND OBTAIN APPROVAL OF THE
OWNER'S REPRESENTATIVE PRIOR TO PLANTING.
3.SHRUB/ORNAMENTAL GRASS GROUPINGS SHALL BE PLANTED AND MULCHED
IN ONE CONTINUOUSLY MULCHED BED. ALL OVERSTORY TREES SHALL BE
MULCHED TO 18 INCHES FROM TRUNK (3' DIA. RING) IN ALL DIRECTIONS AND
TO A DEPTH OF 3" UNLESS OTHERWISE NOTED.
4.CONTRACTOR TO PROVIDE AMENDED SOIL MIX FOR INCORPORATION INTO
BACKFILL OF ALL ORNAMENTAL GRASS, SHRUB AND TREE AREAS, AND ALL
AREAS LABELED "LANDSCAPE AREA". THIS AMENDED SOIL MIX SHALL
CONSIST OF 5% ORGANIC MATTER INCORPORATED INTO THE TOP 8 INCHES
OF PLANTING AREAS AROUND ALL ORNAMENTAL GRASSES, SHRUBS AND
TREES. AMENDED SOIL MIX SHOULD INCORPORATE SOIL FROM THE SITE AS
WELL AS AN ORGANIC COMPOST, BUT MAY ALSO USE EXISTING SOIL IF
ORGANIC CONTENT MEETS THE 5% MINIMUM REQUIREMENT. CONTRACTOR
TO PROVIDE CERTIFICATION OF ORGANIC MATTER CONTENT OF EXISTING
SOIL AND/OR COMPOST AND EXISTING SOIL BLEND PRIOR TO
INCORPORATING MATERIAL AROUND ORNAMENTAL GRASSES, SHRUBS AND
TREES.
5.PREPARING SPADE-CUT EDGE AND PLACING AMENDED SOIL AND SHREDDED
HARDWOOD MULCH SHALL BE INCIDENTAL TO THE PLANTING BID ITEMS AND
SHALL BE INSTALLED AS PER SPECIFICATIONS. ALL MULCH SHALL BE
SHREDDED HARDWOOD MULCH.
6.ALL AREAS NOT CALLED OUT AS PLANTING BEDS TO RECEIVE SUDAS TYPE 1
PERMANENT LAWN SEEDING WITH HYDROMULCH COVER, UNLESS
OTHERWISE SPECIFIED ON EROSION CONTROL PLAN. SEEDING, FERTILIZING
AND STABILIZATION TO BE PERFORMED PER SUDAS SPECIFICATIONS.
LANDSCAPE AREA (TYP.) SEE
GENERAL PLANTING NOTES
LANDSCAPE REQUIREMENTS:
RESIDENTIAL
FRONT YARD LANDSCAPE (372 LF):
1 / 50 LF FOR OVERSTORY TREES, 12 / 50 LF FOR SHRUBS
(3:1 ORNAMENTAL GRASS REPLACEMENT RATIO)
REQUIRED TREES: (372 LF/50) = 8
PROVIDED: 8 OVERSTORY TREES
REQUIRED SHRUBS & GRASSES:
REQUIRED SHRUBS BTWN STREET AND PARKING LOT: 27 / 50 = 1 * 12 = 12
PROVIDED: 12 SHRUBS
REQUIRED SHRUBS IN OTHER FRONT YARD AREAS: 345 / 50 = 6.9 * 9 = 63
PROVIDED: 38 SHRUBS (25 SHRUBS ACCOUNTED FOR BY 75 GRASSES AT 3:1 RATIO)
LANDSCAPE AREA AT PARKING (4,900 SF):
REQUIRED: (4,900 SF*0.1) = 490 SF
PROVIDED: 546 SF
PARKING OVERSTORY TREES:
REQUIRED TREES: (546 SF / 200) = 2.73, RND TO (3)
PROVIDED: 3 UNDERSTORY TREES PER CITY COMMENT
PARKING SCREEN (122 LF):
NORTH PARKING LOT IS SCREENED BY 6' HEIGHT RETAINING WALL
REQUIRED PER CITY COMMENT: 3 GRASSES PER 20 LF = 122/ 20 = 6.1*3 = RND TO (19)
PROVIDED: 27 ORNAMENTAL GRASSES
HIGH SCREEN DISSIMILAR USE (117 LF):
TWO UNDERSTORY TREES ALONG SOUTH AND 1 UNDERSTORY TREE ALONG NORTH,
HIGH SCREEN DISSIMILAR USE NOT REQUIRED PER CITY COMMENT.
REQUIRED TREES: (117 LF/50) = 2.34, RND TO (3)
PROVIDED: 3 UNDERSTORY TREES (DUE TO O.H. ELECTRICAL LINES)
18
NOTES:
1.O.C. TRIANGULAR PLANT SPACING PER PLANS
2.AREAS IDENTIFIED ON PLANTING PLAN AS O.C.
SHALL BE TRIANGULAR SPACED
3.SEE PLANTING PLAN/SCHEDULE FOR SPECIES
1 PERENNIAL PLANT SPACING
SCALE: N.T.S.
AMENDED PLANTING SOIL, AS SPECIFIED
3" DEPTH MULCH AS SPECIFIED,
KEEP MULCH CLEAR OF PLANT STEM AS SHOWN
18
"
2x ROOT BALL DIAMETER
O.C. SPACING PER PLANS
2 PERENNIAL / SHRUB PLANTING
SCALE: N.T.S.
NOTES:
SPADE-CUT EDGE TO BE INCIDENTAL TO PLANT
MATERIAL AND SHALL BE USED WHERE ALL LANDSCAPE
BEDS MEET ADJACENT SEEDED OR LAWN AREAS.
SHRUB/PERENNIAL BED
HARDWOOD MULCH
6"
6"
LAWN
SPADE-CUT EDGE
FILLED WITH MULCH
3 SECTION: SPADE-CUT EDGE
SCALE: N.T.S.
1'-0"
DEPTH AS SPECIFIED
HARDWOOD MULCH
3" DEPTH
AMENDED SOIL,
AS SPECIFIED
HAND DUG TRENCH
AT WALK EDGE
3"
4 PLANTING EDGE AT HARDSCAPE SURFACE
SCALE: N.T.S.
AMENDED PLANTING SOIL BACKFILL
REMOVE TOP 1/3 OF WIRE BASKET
AFTER TREE IS IN THE PIT.
REMOVE TWINE, & PULL BURLAP
FROM TREE TRUNK
NOTE: SET TOP OF ROOT BALL
1" TO 2" ABOVE SURROUNDING
FINISH GRADE
NYLON STRAP GUY ASSEMBLY
STEEL POST NOTCHED OR
DRILLED FOR GUY WIRE.
DO NOT CUT LEADER
USE 3 GUY ASSEMBLIES FOR
EVERGREENS
4" TREE WRAP ON
DECIDUOUS TREES
3" MULCH DEPTH, PULL BACK
4" FROM TREE TRUNK
4'
-
0
"
PO
S
T
H
E
I
G
H
T
3'
-
0
"
GU
Y
H
E
I
G
H
T
ROOT FLARE OF TREE
FINISH GRADE
MIN. 2X ROOT BALL DIA.
5 TREE PLANTING
SCALE: N.T.S.
SOIL RIDGE TO HOLD
WATER IN BASIN.
SOIL BACKFILL PER SPECIFICATIONS
EXISTING GRADE
ON 2:1 SLOPES OR GREATER, DO NOT CONSTRUCT
THE UPHILL HALF OF THE WATERING BASIN.
6 TREE PLANTING ON SLOPES
SCALE: N.T.S
SHEET
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6
3
:
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:
3
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C7.02
LANDSCAPING DETAILS 19
LOT 2
0.47 ACRES
20,292 SQ FTLOT 1
0.27 ACRES
11,798 SQ FT
D
D
C
H H
C
S
S
S
S
M
M
M
M
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
G
G
G
G
G
G
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>>>>
>
G
G
G
G
G
G
G
G
l
l
l
l
l
l
l
l
l
l
l
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
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OE OE OE OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
F
F
F
G
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
F
F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
G G
S
l
l
l
l
l
l
l
l
l
l
l
BUILDING A
FFE: 950.20
6,475 SF
BUILDING B
FFE: 932.50
6,955 SF
T
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
>
>>>>>>>>>>>>>>>>>
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
>>
>>
>>
>>
>>
>>
OA
K
L
A
N
D
S
T
HYLAND AVE
HYLAND AVE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXX X X XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PHASE 1 WALL REMOVAL
PHASE 2 WALL REMOVAL
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
GRADE TEMPORARY
DRAINAGE SWALE
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
6
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
H
U
N
Z
I
\
2
4
X
1
3
5
5
0
5
0
0
0
\
C
A
D
\
C
3
D
\
1
3
5
5
0
5
C
8
0
1
.
d
w
g
9/
2
8
/
2
0
2
6
3
:
2
0
:
5
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C8.01
PHASING PLANFEETSCALE
0 10 20
HORZ.
R
LEGEND
PHASE 1
PHASE 2
20
OAKLAND ST
SHEL
D
O
N
A
V
E
HY
L
A
N
D
A
V
E
WEST ST
SH
E
L
D
O
N
A
V
E
CA
M
P
U
S
A
V
E
WO
O
D
L
A
N
D
S
T
WEST ST
HY
L
A
N
D
A
V
E
UNION DR
1
2
2
1
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
6
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
H
U
N
Z
I
\
2
4
X
1
3
5
5
0
5
0
0
0
\
C
A
D
\
C
3
D
\
1
3
5
5
0
5
C
9
0
1
.
d
w
g
9/
2
8
/
2
0
2
6
3
:
2
1
:
3
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
DATEDESCRIPTION REV HUNZIKER DEVELOPMENT
259/263 HYLAND
24X.135505.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C9.01
TRAFFIC CONTROL PLANFEETSCALE
0 10 20
HORZ.
AHEAD
CLOSED
ROAD
W20-3
(48 X 48)
SIGN 1
AHEAD
DETOUR
W20-2
(48 X 48)
SIGN 2
LEGEND
TRAFFIC SIGN
TYPE III BARRICADE
WORK AREA
ROAD CLOSURE
M4-10L
(48x18)
DETOUR
ROADTOTRAFFICTHRU
CLOSED
R11-4
(60 X 30)
M4
-
9
R
(3
0
X
2
4
)
DE
T
O
U
R
HY
L
A
N
D
A
V
E
M4-9L
(30 X 24)
DETOUR
HYLAND AVE
M4-9R
(30 X 24)
DETOUR
HYLAND AVE
M4
-
9
L
(3
0
X
2
4
)
DE
T
O
U
R
HY
L
A
N
D
A
V
E
M4-9L
(30 X 24)
DETOUR
HYLAND AVE M4
-
9
R
(3
0
X
2
4
)
DE
T
O
U
R
HY
L
A
N
D
A
V
E
M4-
9
R
(30
X
2
4
)
DET
O
U
R
HYL
A
N
D
A
V
E
ROADTOTRAFFICTHRU
CLOSED
R11-4
(60 X 30)
DETOUR
M4-10R
(48 X 18)
CLOSED
ROAD
R11-2
(48 X 30)
CLOSED
ROAD
R11-2
(48 X 30)
END
DETOUR
M4-8A
(24 X 18)
END
DETOUR
M4-8A
(24 X 18)
R
PROJECT LOCATION
21