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CITY OF MUSKEGON
PLANNING COMMISSION
REGULAR MEETING
DATE OF MEETING: Thursday, July 11, 2024 at 4 pm
PLACE OF MEETING: Commission Chambers, First Floor, Muskegon City Hall
AGENDA
I. Roll Call
II. Approval of minutes from the meetings of June 13, 2024.
III. Public Hearings
A. Hearing, Case 2024-13: Request to amend the planned unit development (PUD) at Harbor 31 to
include the addition of a fence at 140-146 Viridian Dr.
B. Hearing, Case 2024-14: Request for a planned unit development (PUD) at 920 Washington Avenue
(the Watermark), 965 W. Western Avenue (Shaw-Walker building), and 1330 Division Street
(vacant lot) for additional residential and commercial development.
C. Hearing, Case 2024-15: Request to amend the planned unit development (PUD) at 3400,3460, 3474
Wilcox Avenue, 1875 Waterworks Road, and 1490 Edgewater Street (the Docks).
IV. New Business
A. Case 2024-16: Request for a minor amendment to the planned unit development (PUD) at
Hartshorn Village to add fuel tanks outside of the building at 1100 Adelaide Blvd.
B. Case 2024-17: Request for a site plan review for a new 15,063 sf building at 0 Stebbins Rd
(Property # 24-115-300-0001-20), by the Muskegon Area Intermediate School District.
V. Old Business
A. Approval of bylaws
VI. Other
VII. Adjourn
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1
Staff Report
July 11, 2024
Hearing, Case 2024-13: Request to amend the planned unit development (PUD) at Harbor 31 to include the
addition of a fence at 140-146 Viridian Dr.
SUMMARY
1. The Lakefront Condo Association (LFCA) at 140-146 Viridian Drive has requested to amend the
Harbor 31 PUD to allow for a fence to be placed on their property. The request is for a four-foot,
black, aluminum fence (see details in attachment/memo from applicant). There would not be any
gates on the fence and it would be open near the driveway approach and along the boardwalk. The
applicant is requesting the fence to keep people from trespassing on the property to access the
boardwalk.
2. Please see the original PUD resolution for this development, located within the attachment/memo
from the applicant. The fifth condition listed on approval states “As much of the open space as
possible, especially near the marina and lakeshore pathway, should be either left natural, or planted
with native species in order to retain and enhance habitat.” The property has been landscaped near the
edge of the boardwalk.
3. The PUD requires that there will be two public access walkways to the boardwalk, which will soon
be installed. One will be located just to the east of Parmenter Law and one just west of the new senior
living facility.
4. Notice was sent to all properties within 300 feet of the subject property. At the time of this writing,
staff had received one written comment. Please see the enclosed comment from Bill Fohlbrook, who
is a resident of the development, and is opposed to the fence.
140-142 Viridian Dr from the boardwalk
2
Zoning Map
Aerial Map
3
Proposed location of fencing in yellow
Fencing Type
4
STAFF RECOMMENDATION
Staff does not believe the addition of the fencing will be in contrast to the fifth condition of approval of the
original PUD, which states “As much of the open space as possible, especially near the marina and lakeshore
pathway, should be either left natural, or planted with native species in order to retain and enhance habitat.”
The fencing will not be gated and will also not be located along the boardwalk. The waterfront, south of the
boardwalk, has been heavily planted.
However, staff also agrees with Mr. Folbrook that the fence may do little to address the trespassing concerns.
Landscaping may prove to be a better method of addressing the issue.
DELIBERATION
The following proposed motion is offered for consideration:
I move that the request to request to amend the planned unit development (PUD) at Harbor 31 to include the
addition of a fence at 140-146 Viridian Dr be recommended to the City Commission for denial.
5
From: Bill Fohlbrook
To: Mike Franzak; Planning
Cc: Mayor Ken Johnson; Jake Eckholm; thelenv@gmail.com
Subject: Case #2024-13 Ref. Letter dated June 26, 2024
Date: Wednesday, July 3, 2024 8:48:55 AM
Mr. Franzak / Muskegon City Planning - Board of Commissioners
Thank you for allowing Vicky and I another opportunity to input on the proposed
Harbor 31 PUD amendment allowing LFCA to install a 4-foot fence directly east of
our home at 140 Viridian Drive and what I understand are also plans connect to or go
around our garage. Unfortunately, due to business obligations (two hour zoom) I’m
unable to attend the planning commission meeting in person, possibly Vicky may, or
do you also Zoom? The planning commission is welcome to come by before or after
the meeting if they would like to view what is being proposed and it is OK to share this
email at the meeting.
As we have previously discussed / expressed on multiple occasions to Mayor Ken
Johnson, Mr. Eckholm, yourself and to LFCA members, we are strongly opposed to
a fence being installed directly next to our home at the east end of LFCA. As full-time
/ year-round residents for the past 13 years along with 25% ownership of LFCA, we
do not see the need for it, which described by LFCA HOA President (Fence & No
Trespassing signage) as a way to “Change the Behavior of Muskegon Residents”
and Enhance our Security. The LFCA President has in the last month installed
multiple No Trespassing signs around the entire property, some in 5-gallon pales and
painted same on the city boardwalk which we also opposed. I think these actions do
more to give Muskegon residents / visitors to the area the appearance of wealth and
arrogance, maybe cause more issues if they think something is being taken away, not
openness. I see LFCA emails documenting people (even nearby neighbors that I
recognize) walking into LFCA via the driveway, also lost folks in cars looking for the
VS driveway, pulling in daily and turning around, upsetting the HOA President & Wife,
next they will be proposing a gate across the driveway…
We do not feel our safety is at risk, or that a 4-foot fence would do more to make us
more secure, be an effective deterrent to stop someone as LFCA leadership refers to
as trespassers from coming onto the lawn if they really wanted to. They have open
access and convenient steps just a few feet away in Parmenter’s parking lot to
access LFCA via the board walk. Our position to LFCA Board, which we are
members, is if they want a fence on the west / south west end dividing LFCA and the
new VS development, we will not oppose. We personally do not believe installing
fences at Harbor 31 is what is needed. Suggest instead LFCA should use some HOA
funds and donate to Harbor 31 Board on top of our quarterly dues so they can mow
the weeds in the fields/sidewalks once in a while, certainly not a good look or
impression of prosperity for Muskegon.
I do 100% agree that Parmenter, if wanting to be a good/much better neighbor to
LFCA should manage their afterhours parking lot activities & guests, especially on the
weekends, holidays and enforce there posted “no afterhours parking - towaway
signage” I have expressed my disappointment many times with Mr. Kelly. Maybe a
commitment from him would temper the desire for a fence. Agreed, there guests at
times do create daytime & after-hours noise, music, lots of loud, very foul language,
litter, dump diapers in our lawn, unattended minors are dropped off, use Parmenter’s
yard as a bathroom. It can and does make us feel uncomfortable at times, push us
back inside our home, off our decks, make it difficult to entertain guests not knowing
who might be camped out in front that night. A 4-foot fence will not stop that.
On a positive note, we have noticed the increased police presence down here this
summer but have yet to see anyone actually pull into the Parmenter lot, observe, get
out of the car, speak to any of the users.
In closing
LFCA HOA president has stated that the fence ($20,000 investment) will positively
impact our home values. In our opinion and considering that we will be the first in the
neighborhood with a "fence" it may actually detract from the aesthetic appeal of this
area, potentially lowering property values, adding to concern regarding crime and
impacting public services provided by the city, such as garbage, recycling collection,
emergency services, additionally USPS, Amazon, UPS, and other service deliveries.
Some drivers tend to walk in from Parmenter’s lot to deliver instead of driving around.
Alternative option to consider on the East side to PUD amendment - permit
request
A row of decorative 4-foot shrubs/evergreens along the east property line, up to the
trees would be more aesthetic, serve as a barrier, property line marker and be
GREEN.
Remove ugly No Trespassing signs and the painted on No Trespassing in BLACK at
west end of LFCA on the city boardwalk. Is that even allowable?
Thank You, feel free to call or stop by.
Enjoy the long Fourth of July Weekend!
View standing on Boardwalk – LFCA Property line is @ on the lower darker green mower
tire track where fence will go a 1/3 the way up if they follow property lines
View from Parmenter Lower Lot – LFCA Property Line @lower darker green mower
tire track
Bill Fohlbrook / Vicky Thelen
140 Viridian Drive, Muskegon
(231) 375 9041
WARNING: This email originated outside of the City of Muskegon email system!
DO NOT CLICK links if the sender is unknown.
NEVER provide your User ID or Password.
Hearing, Case 2024-14: Request for a planned unit development (PUD) at 920 Washington Avenue (the
Watermark), 965 W. Western Avenue (Shaw-Walker building), and 1330 Division Street (vacant lot) for
additional residential and commercial development.
SUMMARY
1. The Original PUD for the Watermark included five phases, spread over four addresses. However,
only the first two phases were completed. Phases 3-5 were not completed and have since expired
according to Section 2101 of the zoning ordinance (see zoning ordinance excerpt of following page).
2. The new PUD is being proposed on 920 Washington Ave, 965 W Western Ave, and 1330 Division
St. It excludes 930 Washington Ave, which is the completed Phase I of the original PUD.
3. Please see the attached “Site Layout Map.” Phase I of this PUD will include 350 apartments, 9,917 sf
of commercial (including a restaurant), and a parking lot at the corner of Western/Division. This will
all take place on the parcel known as 920 Washington Ave and will include buildings 3, 4, 5, and 6.
Commercial units will be located on the first floor of building 4. Building 2 (former Watermark 920
event center) will now host up to 13,970 sf of commercial suites.
4. Phase II will include 100 apartments, 70 condominiums, and 37 townhouses (site plan incorrectly
notes 33 townhouses). The apartments and condominiums will be located on the 920 Washington Ave
parcel as well, south of Phase I. the townhomes will be located on 965 W Western Ave in the current
Knoll parking lot.
5. An enclosed dumpster is proposed just north of the pickleball courts. There is also an existing
dumpster enclose in front of building 2. There will also be dumpsters located inside building 7.
6. Please see the attached “Unit Matrix” for a description of unit sizes.
7. The one-story building that currently houses Knoll (building 7), an industrial business, will be used
for indoor parking, which will include 112 parking spaces.
8. The underlying zoning for this property is Form Based Code, Neighborhood Edge. There are no
parking minimums required in this zoning district, but rather parking maximums. The code allows up
to one parking space per dwelling unit and one parking space per 350 sf of floor area for commercial
uses. This would allow up to 625 parking spaces on site, not included covered parking. There are 499
outdoor parking spaces proposed in this plan. Thirty-four of these spaces are existing in front of
building 2. There are no bicycle racks proposed on the plan.
9. Loading zones are proposed on both sides of Division St in front of building 3 and the pickleball
court/parking lot.
10. Notice was sent to all properties within 300 feet of the subject property. At the time of this writing,
staff had not received any comments from the public.
6
Building Map
• Building 1 is the existing Watermark Condominium.
• Building 2 is the former Watermark 920 Event Center.
• Building 2, and building 4 on the first floor, will have new retail space.
• Building 3, 4 and 5 are planned to have 432 new apartments.
• Building 6 is planned to have 69 new condominiums.
• Proposing to build 37 new townhomes to shield Building 7. Refurbish the outside of Building 7
(former Knoll factory) and use the building as an indoor parking garage.
• Rooftop pool, hot tub, and two clubhouses on top of building 4, and part of building 3.
7
Recent Zoning History of Property
- Planning Commission Case 2003-14: Rezone the property from I-2, General Industrial to I-1, Light
Industrial.
- Planning Commission Case 2003-15: Preliminary PUD approval of a mixed-use, commercial and
residential development.
- Planning Commission Case 2003-16: Final PUD approval for Phase I of a mixed-use, commercial
and residential development.
- Planning Commission Case 2004-16: Final PUD approval for Phase II containing 10840 square feet
of commercial space at Washington and Division.
- Zoning Board of Appeals Case 2005-19: Variance from Section 2334 of the Zoning Ordinance to
erect a 2250 square foot banner advertising Watermark Lofts.
- Planning Commission Case 2007-47: Amend the Final PUD for Phase II for additional parking for
an assembly/rental hall.
- Site Plan Review Case 2008-04: Minor Site Plan Review for a building footprint increase of 3130
square feet and development of a new parking lot.
- Site Plan Review Case 2010-35: Minor Site Plan Review to revise the scope of work for a banquet
facility and parking lot improvement project.
- Planning Commission Case 2020-20: Amend Section 2331 of the Zoning Ordinance to expand the
marihuana facilities overlay district to allow for MMFLA and MRMTA Growing, Processing, and
Provisioning/Retail license types at 965 W. Western Avenue, 920 Washington Avenue, and 1330
Division Street.
Zoning Ordinance Excerpt:
Section 2101 #5
8
Zoning Map
Aerial Map
9
Original PUD (Case 2003-16). Phase 1 was completed. Phase 2 was amended (Case 2007-47) to modify
banquet center and eliminate additional building at corner of Washington/Division. Phases 3-5 never
commenced.
STAFF RECOMMENDATION
Staff recommends approval of the PUD with the condition that the applicant receives a stormwater permit
from the Engineering Department and that a revised site plan showing an appropriate number (as required by
the code) bicycle racks. Staff may have more recommendations at the meeting.
DELIBERATION
The following proposed motion is offered for consideration:
I move that Phases 2-5 of the original Planned Unit Development at the Watermark (Case 2003-16) be
revoked and that the request for a planned unit development (PUD) at 920 Washington Avenue (the
Watermark), 965 W. Western Avenue (Shaw-Walker building), and 1330 Division Street (vacant lot) be
recommended to the City Commission for approval with the following condition.
1. The applicant receives a stormwater permit from the Engineering Department.
2. A revised site plan showing bicycle racks is approved by staff.
10
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OH
SAN MH #2694
C.I. WM STREET
Although every effort has been made to draw the information contained in L1 S09°23'07"W 9.68' 36.2'
0.7'
0.7'
ST
our CAD generated files as accurate as possible, NEDERVELD 599 599
D=S00°28'45"W
ST
OH
0.2'
SS
G
G
L2 S83°24'04"E 13.72'
OH
does not guarantee absolute accuracy. At times information is
HUDSON STREET
7 SPACES
HUDSON
2 SPACES
C
EXISTING 600
OH 414.17'
drawn schematically to best show the desired information. It is L3 N00°30'20"E 9.53'
STM LB #2445
60
0 600
ST
also possible that through the use of translators that some BUILDING STM CB #2710
601
SS
78.9'
7 SPACES 2 SPACES
OH
EX. 12"
EX. 8" C.I. WM
601
LEGEND L4 S82°30'04"E 8.71'
E RIGHT-OF-WAY LINE,
STM MH #2761 6" CONC RETAINING WALL
information could be lost or missing. Therefore use of these files 602
N00°20'35"WG
ST
STM CB #2886 602
G
for generating fabrication drawings or for any other purpose is up L5 S00°30'20"W 24.63'
SS
OH
OH
C
*FOR HEI SURVEY
to the user to(12-5-2023)
determine the accuracy and strictly at the USER's N89°57'03"E 603
OH
L6 S88°25'41"E 8.72' OH
603
ST
RISK. All digital information shall be verified against dimensions 39.77' CONC 9.1' NORTH OF PROPERTY LINE
G
SS
REGISTRATION SEAL
Gshown, field Gconditions, UNDERGROUND
BULLETINS, ADDENDUMS GASor notes to verify L7 S01°34'19"W 0.30' OH SET "X" IN CONC FENCE CORNER 4.1' NORTH OF PROPERTY LINE
SECTION CORNER
OH
STM MH #6131
OH
FENCE 2.8' NORTH OF PROPERTY LINE
G
accuracy of the information contained in the CAD files is current. 22.1' OH
4 60
4
60
L8 S88°25'41"E 0.40' 605
SS
+ 159.9'+ OH
SITE BENCHMARK UNDERGROUND ELECTRIC SAN MH #15002
ST
UE UE FFE=597.73 FFE=597.71
G
OH OH OH OH
OH
OH OH OH OH OH OH
Any unauthorized modification or reuse of the materials shall be at L9 S00°42'58"W 29.45' 606 M=S89°51'24"W 412.33'
OH
SOIL BORING UNDERGROUND TELEPHONE SW CORNER, GRAVEL SE CORNER,
D=S89°52'30"W
OH
CHAMBERS JOHNSON TRUST
SS
USER's sole risk, and USER agrees to defend, indemnify, and hold BLOCK 475 61-24-205-476-0001-00
ST
W RIGHT-OF-WAY LINE, DIVISION STREET
824 WASHINGTON AVE
PENTECOST LEROY W
61-24-205-476-0001-01
BLOCK 475
CHAMBERS JOHNSON TRUST
L10 N88°25'41"W 8.43' S LINE, BLOCK 475
FOUND STEEL BAR harmless,UNDERGROUND
from all claims, injuries,SANITARY SEWER GROESBECK FAITH J/
848 WASHINGTON AVE
S00°00'25"W 182.21'
SS SS
61-24-205-476-0001-04
NEDERVELD damages,
80.0'
CHAMBERS JOHNSON TRUST
854 WASHINGTON AVE
61-24-205-476-0001-05
GROESBECK SANDRA
G
L11 S88°38'32"E 12.93'
840 WASHINGTON AVE
losses, expenses, and attorneys fees arising out of the unauthorized
PENTECOST LEROY W
61-24-205-476-0001-03
SS
832 WASHINGTON AVE
61-24-205-476-0001-06
FOUND IRON PIPE
PENTECOST LEROY W
UNDERGROUND STORM SEWER
61-24-205-476-0001-02
ST
ST ST
8" CONC RETAINING WALL 816 WASHINGTON AVE
1404 DIVISION ST
DUMPSTER
modification or use of these materials. L12 S02°11'01"W 21.28' AREA
OH
SET STEEL BAR CHAIN LINK FENCE
OH
SS
ST
L13 N87°48'59"W 28.01' FFE=609.68
G
199.1'
MANHOLE Drawings are Copyrighted.
MINOR CONTOUR +
9 SPACES
8 SPACES
21.8'
EX. 24" SAN.
CATCHBASIN
SS
INDEX CONTOUR
ST
7 SPACES
10" CONC RET WALL
HYDRANT
OH
ELECTRIC VEHICLE CHARGER
G
21 SPACES
SS
78.0'
ST
WATER VALVE SOUTH LIMITS OF TOPO
ASPHALT ST ST
UTILITY POLE OH
SS
ST
18 SPACES
G
LIGHT POLE CONCRETE 1.5' 63.6'
1.9'
221.00' STM MH #15003
CLEANOUT S89°34'02"W 476.58'
ST
SW CORNER, G G G G G G G G G G G G G G
OH
GRAVEL
OH
BLOCK 474 N RIGHT-OF-WAY LINE, WASHINGTON AVENUE
BUILDING 1.1' NORTH OF PROPERTY LINE
DECIDUOUS TREE WASHINGTON AVENUE
*LEGEND FOR ULTA SURVEY INFORMATION LOCATED ON SHEET AL.2 PROJECT NO. 22201625
SURVEYOR'S NOTES
BOUNDARY SURVEY AND IMPROVEMENTS SHOWN PER PROVIDED ALTA / NPS LAND TITLE SURVEY BY
NEDERVELD, INC. DATED JANUARY 4, 2023 WITH PROJECT NUMBER 22201625. STORM SEWER STRUCTURE LIST SANITARY SEWER STRUCTURE LIST
EX. STM MH #4336 EX. STM CB #8557 EX. STM MH #2424 EX. STM CB #1482 EX. SAN MH 5 EX. SAN MH #2648
ELEVATIONS ADDED TO PROVIDED SURVEY. RIM = 591.42 RIM = 592.76 RIM = 598.48 RIM = 588.98 RIM = ? RIM = 598.05
DATE OF FIELD SURVEY : DECEMBER 5, 2023 12" CONC S INV = 587.62 12" CONC S INV = 589.89 8" PVC W INV = 596.18 12" CONC E/NE INV = 585.53 (36" FORCE MAIN 24" VCP N INV = 592.22
12" CONC N INV = 587.52 6" PVC NE INV = N/A 8" PVC W/NW INV = 585.68 ENCLOSED PIPE 24" VCP S INV = 592.22
SOURCE BENCHMARK - NORTH AMERICAN GEODETIC SURVEY (NGS) 12" CONC NW INV = 587.67 NO INVERTS) 4" VCP E INV = 593.80
EX. STM MH #8481
DESIGNATION: X316 12" CONC NE INV = 587.67 EX. STM MH #2782 EX. STM CB X
RIM = 593.22
PID: OL0358 RIM = 598.31 RIM = 593.46 EX. SAN MH #4169
10" CONC NW INV = 587.62 EX. SAN MH #2367
ELEVATION = 587.89 (NAVD 88) 6" PVC SW INV = 595.67 8" VCP SW INV = 591.96 RIM = 592.20
EX. STM CB #3774 30" CONC E INV = 586.77 RIM = 594.92
12" CONC N/NE INV = 594.96 12" PVC NE INV = 585.35
RIM = 591.10 30" CONC W INV = 586.77 8" PVC SE INV = 590.92
ELEVATIONS HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88). 12" PVC S INV = 585.35
12" CONC SW INV = 587.45 12" CONC SW INV = 588.84 8" PVC W INV = 591.00
EX. STM CB #3752
12" CONC S/SW INV = 587.82 EX. STM MH #2842 RIM = 591.93
E UTILITIES SHOWN HEREON ARE BASED UPON A COMBINATION OF ABOVE GROUND OBSERVATIONS AND EX. SAN MH #4282 EX. SAN MH #2141
AV EX. STM CB #4362 RIM = 597.72 12" CONC W INV = 588.58
RN
THE RESULT OF A "MISS DIG" REQUEST THEY SHOULD NOT BE INTERPRETED TO BE EXACT LOCATIONS RIM = 592.47 RIM = 595.70
TE
RIM = 591.67 EX. STM MH #4617 12" CONC N INV = 591.12
ES
NOR SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY UTILITIES IN THIS AREA. THIS SURVEY SHOULD 15" PVC N INV = 585.54 24" VCP N INV = 589.61
8" PVC SW INV = 588.92 RIM = 595.73 12" CONC S INV = 592.56
.W NOT BE RELIED UPON TO DEPICT THE LOCATIONS OF ALL UNDERGROUND UTILITIES. 15" PVC S INV = 587.57 24" VCP S INV = 589.61
W 12" CONC NE INV = 592.72 EX. STM MH #3846
12" CONC E INV = 592.43
12" CONC SW INV = 592.42 RIM = 592.10 6" PVC E INV = 587.44 8" PVC NW INV = 590.95
CONNECTIVITY AS SHOWN HEREON IS BASED UPON BEST AVAILABLE INFORMATION. HOWEVER, LACKING EX. STM MH #3879 12" CONC S/SW INV = 592.58
RIM = 591.91 12" CONC N/NE INV = 591.93 12" CONC E INV = 588.15
EXCAVATION, THE EXACT LOCATION OF ALL UNDERGROUND FEATURES CANNOT BE ACCURATELY, EX. SAN MH #1536
E 12" CONC S INV = 587.06 18" CONC E/NE INV = 588.11 EX. STM CB #2837 12" IRON NW INV = 588.15 EX. SAN MH #4615
AV COMPLETELY AND RELIABLY DEPICTED. RIM = 589.24
AY 12" CONC N INV = 587.19 24" CONC N INV = 586.93 RIM = 597.23 12" CONC S INV = 587.20 RIM = 595.24
. CL 12" CONC SW INV = 595.03 12" IRON W INV = 587.65 6" PVC N INV = 589.70 12" VCP SE INV = 584.62
W FOUNDATIONS BELOW GROUND SURFACE AND ANY OTHER BELOW GROUND IMPROVEMENTS, IF ANY, 24" CONC S INV = 587.18
E. EX. STM MH #4356 6" PVC S INV = 589.70 24" VCP N INV = 583.24
AV WERE NOT LOCATED UNDER THE SCOPE OF THIS SURVEY.
9T
8T
ER RIM = 592.12 EX. STM MH #4616 24" VCP S INV = 583.27
H
EX. STM MH #4157
SH
H
ST
EX. STM MH #2026
ST
ST
OR
EB 8" PVC NE INV = 587.62 RIM = 594.46 RIM = 591.55
.
RIM = 595.66
.
EX. SAN MH #2694
11
EL
W. WESTERN AVE W R. 12" CONC N INV = 587.22 30" CONC N INV = 586.76 EX. SAN MH #12507
TH
D 12" CONC N INV = 589.81 " CONC E INV = 585.05
IN
AY RIM = 598.73
E
RIM = 593.55
ST
W 10" CONC NW INV = 588.12 30" CONC W INV = 586.76 12" CONC S INV = 590.21 12" CONC W INV = 585.05
DR
.
EA 24" VCP N INV = 593.78
SHO
12" CONC S INV = 587.12 24" VCP N INV = 583.20
.
S 12" CONC SE INV = 585.05
12" CONC NE INV = 590.46 24" VCP S INV = 593.78 24" VCP S INV = 583.20
REL
PROJECT AREA EX. STM LB #2445 12" CONC W/NW INV = 590.21 " CONC S INV = 585.05 24" VCP W INV = 593.83
MICHIGAN AVE E 8" VCP E/W INV = 588.63
RIM = 600.38
INE
AV EX. STM MH #4309
FRANKLIN ST.
N (E/W PIPE ENCLOSED)
SO 10" PVC W/SW INV = 598.18 EX. STM MH #15005
DR.
D RIM = 592.73
HU 6" PVC E INV = UNK EX. STM CB #2136 RIM = 594.27 EX. SAN MH #2659
12" CONC N INV = 586.94
(OVERFLOW STRUCTURE) RIM = 595.28 36" CONC NW INV = 581.87 RIM = 598.30 EX. STM MH #2035
12" CONC S/SE INV = 588.73
12" CONC E/SE INV = 591.98 24" VCP N INV = 592.75 RIM = 594.90
.
WASHINGTON AVE 36" CONC S INV = 581.87
DR
12" CONC SE INV = 588.08
8" PVC W/NW INV = 590.78 24" VCP S INV = 592.75 12" VCP N INV = 587.13
E
BARCLAY ST.
HUDSON ST.
4" STEEL NE INV = 590.59
OR
30" CONC E INV = 586.83 EX. STM CB #2710
HENRY ST.
12" VCP W INV = 587.05
GLADE ST.
10" VCP W INV = 592.85
SH
24" CONC W INV = 586.76 RIM = 599.18
KE
CONC SW INV = 587.03 6" PVC W INV = 597.31 EX. STM CB #1962 EX. STM MH #12512
LA
EX. STM MH #1537
R
8" VCP E INV = 596.43 RIM = 595.36 RIM = 593.60
W. GRAND AVE W. GRAND AVE RIM = 589.39
12" CONC SW INV = 590.54 24" VCP N INV = 584.90
DIVISION ST.
BEIDLER ST.
EX. STM CB #8505 12" VCP S INV = 585.19
EX. STM MH #2761 8" VCP W/SW INV = 591.96 24" VCP S INV = 584.90
RIM = 592.01 12" VCP NW INV = 585.14 A 06/24/24 DOC REL 09 - ADDENDUM A
12" CONC S INV = 589.81 RIM = 599.47 EX. STM MH #1526 8" VCP E INV = 588.10
8" VCP NW INV = 588.85 06/03/24 DOC REL 07 - IFB
W. SOUTHERN AVE W. SOUTHERN AVE
12" CONC N INV = 593.82 RIM = 588.79
Know what's below. EX. STM MH #8482 8" VCP E INV = 596.17 15" CONC S INV = 585.69 04/22/24 DOC REL 05 - 85% CD
8" VCP W INV = 595.92 12" CONC W/SW INV = 585.49 EX. STM CB #12652
RIM = 592.66 03/11/24 DOC REL 04 - 50% CD
Callbefore you dig. 30" CONC E INV = 587.53
30" CONC W INV = 587.46 EX. STM CB #2886 EX. STM MH #15003
RIM = 593.46
8" VCP SW INV = 591.96 02/09/24 DOC REL 03 - PRICING
LOCATION MAP NOT TO SCALE EX. STM MH #15736
RIM = 597.20
RIM = 598.98
8" VCP W INV = 596.48
RIM = 603.52
36" CONC N INV = 591.55
36" CONC S INV = 591.57
REV
01/22/24
DATE
DOC REL 02 - DD
DOC REL ## - DESCRIPTION
EX. STM MH #15737
30" CONC SSW INV = 587.61 EX. STM MH #15004
RIM = 595.77
36" CONC NNW INV = 582.34 RIM = 594.42
30" CONC SSW INV = 588.72
36" CONC SE INV = 582.34 30" CONC W INV = 588.24
30" CONC ESE INV = 588.72 PROJECT # 2300029
PROJECT MANAGER M. VANWIENEN
DESIGNED BY Designer
DRAWN BY Author
QUALCHECK Checker
SHEET TITLE
EXISTING
CONDITIONS
GHAFARI ASSOCIATES © 2023
Project Manager
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
and all claims, including
but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
V-101
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
OH OH
OH OH
594 OH
OH
OH
OH
OH
OH
OH SS SS SS SS SS
G
STM MH #12512
OH
SAN MH #1537
SS
Parkland Properties
G
OH
SS
OH
SS
75 W Walton Ave., Suite A,
OH OH OH OH
Muskegon, MI 49440
OH
OH
OH
OH
G G 588
G G
G G OH
OH
OH
SS
OH
OH
OH SS
231-722-7001
OH
OH
588
OH
OH
SS
OH
OH
https://parklandmi.com/
OH
STM CB #1482
G
OH
OH
0' 20' 40' 80'
SS
OH ST
SS
OH
OH ST
ST
OH
5
ST
SS
90
W. W
OH
OH
EST SCALE 1" =40'
OH
ST ST
SS
ERN AVE
OH
+ OH
SS
OH
589
NUE
OH
G
OH
FFE=595.33
SS
ST
OH
ST
+ OH ST
594
OH
G
SS
FFE=593.64 OH
SS
OH
OH ST
OH ST
XXXXXX OH
SS
ST
XX
XXXXXX OH
OH
+ XXXXXX
SS
FFE=595.08 OH ST
STM CB #1482 OH
XXXXXX
SS
OH
ST
ST
OH
EX. FDC XXXXXX OH OH
XXXXXX OH
SS
ST
ST
OH
LOCATION FFE=595.11 + XXXXXX OH OH
OH
XXXXXX OH OH OH STM MH #1526
SS
XXXXXX OH OH
ST
XXXXXX
SS
SS
ST
XXXXX
59
X
0
591
SS
SS
OH
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 X X X X X X X X X X X X X X X X X X X X X
ST
SS
REMOVE EX. FENCE SANMH #1537
SS
ST
59 37 OTTAWA NW
SS
SAN MH #1536 0
SS
SUITE 700
OH
ST
SS
SS
ST
592
STM MH #15005
GRAND RAPIDS, MI 49503-2900 USA
SS
TEL +1.616.771.0909
SS
OH
ST
SS
www.ghafari.com
SS
ST
591
SS
SS
OH
ST
ST
SS
SS
ST
SS
SS
OH
ST
ST
SS
FFE=595.35 +
SS
ST
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SAWCUT & REMOVE 2
59
OH
593
ST
SS SS SS SS SS SS SS SS SS SS SS
ST
SS SS SS SS SS SS SS SS SS SS SS
SS
EX. CONCRETE CURB (TYP.)
SS
ST
SS
OH
ST
ST
ST
ST
594
SS
SS
ST
SS
OH
ST
ST
ST
59
SAWCUT & REMOVE
SS
3
SS
ST
EX. CONCRETE CURB (TYP.)
SS
OH
ST
ST
ST
CONSULTANT INFORMATION
SS
G
SS
ST
SAWCUT & REMOVE
SS
+ EX. CONCRETE (TYP.)
ST
+ SAN MH #2035
ST
ST
SS
FFE=595.36
593
SS
ST
FFE=595.43
OH
SS
G
ST
ST
ST
SS
SS
ST
REMOVE
OH
5
SAN MH95#2367
ST
ST
ST
SS
5
59
SS
ST
594
OH
G
591
1
592
590
0
593
592
593
59 59
SS
ST
ST
ST
SS
SS
ST
ST
OH
STM CB #2136 STM CB #1962
594
+ REMOVE 596
ST
ST
FFE=595.43
STM MH #2026
SS
EXISTING
ST
ST
SAN MH #2141
G
596 REMOVE EXISTING
ST
SS
OH
595
GRAVEL BITUMINOUS
ST
ST
SAWCUT & REMOVE
SS
ST
SAWCUT & REMOVE
ST
SS
OH
EX. CONCRETE (TYP.) FFE=596.15 +
EX. FDC EX. CONCRETE CURB (TYP.)
ST
EX. FDC
ST
LOCATION
G
597
SS
ST
596
SAN MH #4615 LOCATION
ST
SS
OH
12
STM CB #8557 SAWCUT & REMOVE
ST
XX X X X X X X X
ST
EX. CONCRETE (TYP.)
X X X XX
SS
ST
STM MH #8481
ST
SS
OH
G G G G G G G G G G G G G G G G
ST
G
STST
597
593 XXXXXXXXXXXXXXXXXXXXX
ST
ST
XXXXXXXXXXX
SS
X X X XX X X
597
ST
XXXXX
SS
G
ST
OH
592
OH
ST ST ST ST ST ST STM MH #2837 XXXXX
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST
G
X X XX X
ST
SAN MH #2648
G
XXXX
598 STREET
ST
ST
XXXX
G
STM MH #4616 STM MH #2842
ST
SS
XXX
ST
OH
SS
ST
ST
ST FFE=597.70 + XXX 593
XXX
G
XXX
G G SAN MH #2659 XXX 594
ST
XXX STM MH #15737
ST
595
OH
ST
594 OH OH OH OH OH OH OH OH OH XXX
SS
XXX
G
+ STM MH #2782 XXX
G
ST
XXX
ST
OH
STM MH #4617 598 XX
ST
FFE=598.08
SS
DIVISION
STM MH #2424 XX
OH
XX
XX
ST
STM MH #15736 ST
ST
OH
XX ST
REGISTRATION SEAL
G
XX
SS
G
XXXXXXXXX 596 REMOVE EX. CONCRETE
XXXXXXXX
ST
XXXXXXXXX RETAINING WALLS (TYP.)
OH
XXXXXXXXX
ST
XXXXXXXXX
SS
SAWCUT & REMOVE XXXXXXXX
OH
G
A XXXXXXXX
X X X X X X59X7X
ST
EX. CONCRETE CURB (TYP.)
OH
XXXXXXXX
ST
G
LINE TABLE XXXXXXX
SS
XXXXX
XXXXX
ST
XXXXX
OH
598
ST
G
SS
LINE BEARING LENGTH
ST
SAN MH #2694 599
OH
G
ST
L1 S09°23'07"W 9.68' SAWCUT & REMOVE
G
OH
599
SS
EX. CONCRETE SIDEWALK 599
ST
OH
ST
C
L2 S83°24'04"E 13.72' ST
XXXXXXXXXXXXXXXX
SS
600
G
XXXXXXXXXXXX
XXXXXXXXXXXXXXXX
OH
G
ST
STM LB #2445 0 XXXXXXXXXXXXXXXX
L3 N00°30'20"E 9.53' 60 X X X X X X X X X X X X X 600
XXXXXXXXXXXXXXXX
OH
STM CB #2710 601 XX XXXXXXXXXXXXXXX
SS
XXXXXXXX
OH
ST
C
L4 S82°30'04"E 8.71' STM MH #2761 601
602
G
G
REMOVE EX. CONCRETE
SS
SAWCUT & REMOVE 602
OH
SAWCUT & REMOVE STM CB #2886
ST
L5 S00°30'20"W 24.63'
OH
RETAINING WALLS (TYP.)
EX. CONCRETE (TYP.)
OH
EX. CONCRETE RAMPS
OH
SS
OH
603
C
G
OH
ST
L6 S88°25'41"E 8.72' OH
603
OH
G
XXX XXXX
XXXXXX
SS
ST
X XXXXXX
OH
L7 S01°34'19"W 0.30'
G
OH
OH
OH
STM MH #6131
SS
OH
604
4
60
L8 S88°25'41"E 0.40' XX XX XX X OH
605
G
+ + SAN MH #15002
ST
OH
OH
OH
FFE=597.73 FFE=597.71
SS
OH OH OH
G
OH OH OH OH OH OH OH OH OH OH OH OH
L9 S00°42'58"W 29.45' 606
OH
ST
OH
OH
SS
L10 N88°25'41"W 8.43'
G
ST
SS
L11 S88°38'32"E 12.93'
OH
ST
G
OH SS
L12 S02°11'01"W 21.28' SAWCUT & REMOVE
ST
EX. CONCRETE (TYP.)
SS
L13 N87°48'59"W 28.01' FFE=609.68
G
+
OH
ST
OH SS
ST
G
SS
ST
OH SS
G
ST
ST ST ST
OH
SS
G
ST
SS
OH
G
CIVIL DEMOLITION NOTES: STM MH #15003
ST
OH
1. THE BOUNDARY AND TOPOGRAPHIC SURVEY WAS COMPLETED BY ANOTHER FIRM AND PROVIDED
TO HEI BY THE CLIENT. HEI IS NOT RESPONSIBLE FOR THE ACCURACY OF THE SURVEY G G G G G G G G G G G G G G G G G G G
G G
INFORMATION OR ANY DESIGN DISCREPANCIES RESULTING FROM THE PROVIDED SURVEY
INFORMATION.
OH
2. SEE BOUNDARY AND TOPOGRAPHIC SURVEY SHEET FOR PROPERTY, EASEMENT, BENCHMARK, ETC.
INFORMATION.
OH
3. LOCATION OF UNDERGROUND UTILITIES HAVE BEEN SHOWN BASED ON SURFACE EVIDENCE AND
RECORD INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY UTILITY
LOCATIONS PRIOR TO CONSTRUCTION.
4. DURING CONSTRUCTION, CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW CONSTRUCTION
FROM DAMAGE, SHOULD ANY DAMAGE OCCUR, CONTRACTOR SHALL MAKE ALL NECESSARY
REPAIRS AT NO COST TO THE OWNER. THE PAVED ROADWAY SHALL BE SWEPT CLEAN AS NEEDED,
BUT AT LEAST ONCE A WEEK. A 06/24/24 DOC REL 09 - ADDENDUM A
5. CONTRACTOR SHALL PROVIDE BARRIERS, AS NECESSARY, TO PREVENT PEDESTRIAN AND 06/03/24 DOC REL 07 - IFB
VEHICULAR TRAFFIC FROM ENTERING THE CONSTRUCTION SITE. 04/22/24 DOC REL 05 - 85% CD
6. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY EXCAVATION. 03/11/24 DOC REL 04 - 50% CD
7. REMOVAL ITEMS ARE SHOWN BASED ON BEST AVAILABLE INFORMATION AND ARE SHOWN 02/09/24 DOC REL 03 - PRICING
SCHEMATICALLY. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO VERIFY THE EXTENT OF WORK 01/22/24 DOC REL 02 - DD
REQUIRED.
REV DATE DOC REL ## - DESCRIPTION
8. REMOVE ALL STRUCTURES, CONCRETE CURB, CONCRETE PAVING, ASPHALT PAVING, TREES,
STUMPS, UTILITIES, AND OTHER EXISTING SITE FEATURES WITHIN THE LIMITS OF DEMOLITION. ALL
DEMOLITION MATERIALS SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE NOTED AND
DISPOSED OF IN A MANNER ACCEPTABLE TO THE LOCAL AUTHORITY HAVING JURISDICTION.
PROJECT # 2300029
9. ALL UTILITY LINES SHOWN “X” OUT SHALL BE PHYSICALLY REMOVED ALONG WITH STRUCTURES AND
APPURTENANCES. CONTRACTOR SHALL CONFIRM UTILITY LINES REMOVED WILL NOT IMPACT PROJECT MANAGER M. VANWIENEN
UTILITIES TO REMAIN.
DESIGNED BY Designer
10. ALL REMOVALS OF PAVEMENT, CONCRETE, CURB AND GUTTER, ETC. SHALL BE PERFORMED TO
THE NEXT JOINT BEYOND THE LIMITS OF REMOVAL. ALL REMOVALS SHALL BE PERFORMED BY DRAWN BY Author
SAWCUTTING.
11. PROTECT ALL TREES AND SHRUBS NOT SCHEDULED FOR REMOVAL. DO NOT OPERATE QUALCHECK Checker
EQUIPMENT, STORE, STOCKPILE, OR PARK WITHIN DRIP LINE. HOLD NECESSARY DISTURBANCE TO SHEET TITLE
A MINIMUM.
12. ALL TREE STUMPS SHALL BE REMOVED TO BELOW GRADE BY EITHER GRINDING OR COMPLETE
REMOVAL IN ALL CASES NO WOODCHIPS AND/OR STUMPS SHALL BE LEFT IN PLACE. SITE CIVIL
13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL UTILITIES REMOVALS WITH
DEMOLITION
GHAFARI ASSOCIATES © 2023
PROPERTY OWNER AND UTILITY PROVIDER. Project Manager
14. ALL WORK IN ROAD RIGHTS OF WAY SHALL BE COMPLETED IN ACCORDANCE WITH MDOT, RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
MUSKEGON COUNTY ROAD COMMISSION, AND CITY OF MUSKEGON. and all claims, including PLAN
15. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION. but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
CD-101
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
PHASE 1 - 350 APARTMENTS & 1 RETAIL & 1 RESTAURANT
350 APARTMENTS @ 1 SPACE PER APT. = 350 SPACES REQ.
* PLUS 10% EXTRA FOR GUESTS = 35 SPACES REQ.
4,253 SQFT RETAIL @ 3 SPACES PER 1,000 SQFT = 13 SPACES REQ.
124 PERSON REST. @ 1 SPACE PER 2 PERSONS = 62 SPACES REQ. Parkland Properties
PHASE 1 = 470 SPACES REQUIRED 75 W Walton Ave., Suite A,
Muskegon, MI 49440
457 SPACES SHOWN W/ 11 BARRIER FREE SPACES 231-722-7001
PLUS 50 ON-STREET PARKING SPACES ADJACENT TO STREETS https://parklandmi.com/
PHASE 2 - 100 APARTMENTS & 70 CONDOS & 33 TOWNHOUSE UNITS
100 APARTMENTS @ 1 SPACE PER APT. = 100 SPACES REQ.
70 CONDOS @ 2 SPACES PER CONDO = 140 SPACES REQ.
* PLUS 10% EXTRA FOR GUESTS = 24 SPACES REQ.
PHASE 2 = 264 SPACES REQUIRED 0' 30' 60' 120'
133 SPACES SHOWN W/ 7 BARRIER FREE SPACES (OPEN AIR) SCALE 1" =60'
112 SPACES SHOWN (COVERED)
PLUS: 246 TOTAL SPACES SHOWN 37 OTTAWA NW
SUITE 700
33 TOWNHOUSE UNITS TOTAL GRAND RAPIDS, MI 49503-2900 USA
2 SPACES PER GARAGE ( 2 x 33 = 66 SPACES) TEL +1.616.771.0909
www.ghafari.com
2 SPACES PER DRIVEWAY AREA ( 2 x 33 = 66 SPACES)
FUTURE 132 SPACES TOTAL
W. WESTERN AVENUE
ROAD DIET
PHASE
II
OH OH OH PHASE
OH
I
EX. 10" C.I. WM
OH OH
SS SS SS SS
EX. 36" FORCE
SS
MAINSS SS SS
OH
EX. 6" C.I. WM OSS
H SS SS SS
OH
ST
EX
OH
M
OH
OH
ST
.1 OH
0"
W. WESTERN AVENUE
.1 T
0"
OH
G
EX S
ST
M
OH
FUTURE
SS
ST
OH
OH EX. 12" C.I. WM SS
W. WESTERN AVENUE
OH
OH
OH
OH
TM
EX. 10" S OH
ST
OH
OH
OH OH OH OH OH OH OH
SS ROAD DIET
OH OH OH OH OH OH
CONSULTANT INFORMATION
EX. ST
OH OH
SS
OH G G G OH
G G
G
G G
G G G G G
G OH
OH
OH
12" S
OH
OH SS
OH
T
OH
OH
BUILDING 7.2' SOUTH
M
12" SS
W. WEST
OH
12"
SS
OH
OF PROPERTY LINE TM
ERN AVE
OH
" ST
SS
PROPOSED OH
. 12
MAIN
OH S
EX
GOH
NUE
OH
G
TOWNHOUSE
SS
PROPOSED
OH
EX
ST
ST
ST
OH
SS
ST
EX. 24" SAN.
36" FORCE
.1
OH
M
OH
2"
(12 UNITS)
SS
TOWNHOUSE PROPOSED .I. W
OH
SS
ST
OH
+ "C TM
. 12
M
ST
OH
EX "S
EX. 12" C.I. WM
(8 UNITS) TOWNHOUSE
OH
OH ST
12
SS
A 204.3' OH .
ST
EX. 12" C.I. EX
SS
ST
EX.
OH
OH WM
(2 UNITS)
SS
OH
SS
G
20'
ST
OH
21.5' OH STM
FENCE 0.6' SOUTH OH . 12"
OH
EX
ST
ST
21.5' OH
SS
OF PROPERTY LINE OH
ST
+ OH
SS
ST
OH
12
OH
EX. 12" STM
OH
"
OH
SS
EX. 36" STM
CB X
24'
20'
BUILDING 8.0' SOUTH OF PROPERTY LINE
SS
9.5'
OH
ST
SS
ST
SS
ST
OH
20'
A
SS
FENCE 1.6' SOUTH OF PROPERTY
15 LINE
G
12
SS
"S
STTM 28 28
TM
15
14 9' 10 20'
SS
20'
OH
FENCE 0.3' WEST OF PROPERTY LINE
"S
ST
SS
'
FRANKLIN STREET 12
ST
SS
OH
PROPOSED
SS
EX. 24" SAN.
SS
TOWNHOUSE 18' 20'
ST
EX. 12" SAN.
SS
OH
EX.ST6" C.I. WM ST
10'
SS
166.7'
(2 UNITS)
SS ST
SS
G
OH
114.4'
SS
9.5'
6
ST
ST
12' DIAMETER SMOKE STACK
9'
SS
SS
3 + 5
OH
EX. 30" SAN.
18'
SS ST
SS
SS SS SS SS SS SS SS SS
OH
SS SS SS SS SS SS SS SS SS
EX. 15" SAN.
SS
59.8'
SS
20' 6
ST
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
EX. 30" SAN. EX. 30" SAN. EX. 15" SAN.
FUTURE
SS SS
ST
. SS 4
AN
SS
OH
ST
"S
G
EX. 12" C.I. WM
5 ST
COURTYARD
SS
SS ST
.1
OH
GRAVEL
SS
ST
EX PROPOSED
ST
ST
SS
ST
TOWNHOUSE
EX. 12" STM
ST
SS
OH
40.9'
ST
STSMT EXISTING
9'
21.5'
ST
"
9.5'
8
SS
OH
EX. (2 UNITS)
SS
ST
SS
9'
ST
BUILDING
SS
ST
9.5'
ST
G
G
SS
OH
ST
EX. 15" SAN.
ST + +
ST
SS
SS
20'
ST
SS
ST
EX. 30" STM
SS
16
ROOF OVER
EX. 12" STM
OH
100.7'
FENCE 0.9' NORTH OF PROPERTY LINE
SS
OH
ST
FENCE 1.0' NORTH OF PROPERTY LINE
ST
EX. 30" STM
SS
ST
ST
SS
ST
G
SS
G OH
20'
OH
EX. 12" STM
SS
ST
21.5'
ST
18'
SS
9'
ST SS
ST 7 12 14
ST
SS
ST
+ 9.5'
OH
OH
20'
EX. 12" C.I. WM
ST
PROPOSED 41.0'
79.7'
ST
SS
20'
ST SS
REGISTRATION SEAL
G
ST
ST
16
SS
SS
ST
G
TOWNHOUSE
OH
+
OH
(11 UNITS)
39.8'
ST
BUILDING 1.3' NORTH OF PROPERTY LINE
SS
ST SS
0.2'
ST
ST
14
SS
SS
ST
1.1'
EX. 12" STM
185.2' 15 PROPOSED
6.5'
OH
250.2' 95.5'
OH
FENCED DOG
9'
18'
G
ST
SS
20'
G G G G G G G G G G G
ST
G G G
G
SS G
9.5'
ST
16
ST
SS
.
ST
AN
EX. 6" SSS
SS
PARK AREA
ST
EX. 10" SAN. BUILDING ABOVE
STREET
SS
SS
18'
OH
EX. 24" STM EX. 30" STM EX. 30"STSTM STSTM
EX. 30" (30'x80')
EX. 12" STM
FENCE 0.1' EAST OF PROPERTY LINE
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
G
ST ST ST ST ST
ST
100.7'
STM
EX
MICHIGAN AVENUE
SS
OH
ST
EX. 36" FORCE MAIN .1
ST
G
SS SS
ST
2"
G
ESTX. 12"
ST ST TM
EX. 12"
ST
ST
EX. 8" C.I. WM
SS
EX. 12" C.I. WM M S 10 SPACES 3.7'
ST
40.2'
2"
OH
G
+
.1
G
18'
ST
G EX 6.7'
STMST
OH
ST
BUILDING ABOVE
18.7'
9'
SS
OH OH OH OH OH OH
7 SPACES
ST
SS
OH
182.9' +
G
EX. 12" STM ST
OH
ST
78.8'
G
24 24 24 24 24 12
EX. 24" SAN.
OH
11 ST
ST
SS
ST
DIVISION
OH
SS
OH
G
OH
7 SPACES 2 SPACES
ST
SS
ST
0.2'
FOR VENDOR USE:
9'
0.7'
LINE TABLE
OH
2 SPACES
HENRY STREET
G
7 SPACES 0.7' 18'
OUTDOOR
ST
SS
G
227.1'
25.6'
ST
DISCLAIMER FOR USE OF CAD FILES: LINE BEARING LENGTH
COURTYARD
OH
Although every effort has been made to draw the information contained in 0.7' 18'
L1 S09°23'07"W 9.68' 36.2'
0.7'
ST
our CAD generated files as accurate as possible, NEDERVELD
ST
OH
0.2'
SS
G
G
L2 S83°24'04"E 13.72'
OH
does not guarantee absolute accuracy. At times information is
HUDSON STREET
7 SPACES 2 SPACES
18'
C
9'
EXISTING
EX. 12" C.I. WM
drawn schematically to best show the desired information. It is L3 N00°30'20"E 9.53'
ST
9'
9'
also possible that through the use of translators that some BUILDING
SS
2 SPACES
78.9'
7 SPACES
OH
9'
11
EX. 8" C.I. WM
L4 S82°30'04"E 8.71'
information could be lost or missing. Therefore use of these files
G
24 24 24 24 24
ST
G
OH
for generating fabrication drawings or for any other purpose is up L5 S00°30'20"W 24.63'
SS
OH
OH
C
to the user to determine the accuracy and strictly at the USER's
OH
L6 S88°25'41"E 8.72' OH
ST
15
RISK. All digital information shall be verified against dimensions
G
SS
shown, field conditions, BULLETINS, ADDENDUMS or notes to verify L7 S01°34'19"W 0.30' OH FENCE CORNER 4.1' NORTH OF PROPERTY LINE 9'
OH
18'
OH
12 FENCE 2.8' NORTH OF PROPERTY LINE 13 10
G
accuracy of the information contained in the CAD files is current. 22.1' OH
L8 S88°25'41"E 0.40' +
SS
159.9'+ OH
ST
G
OH OH OH OH OH
OH
OH OH OH OH OH
Any unauthorized modification or reuse of the materials shall be at L9 S00°42'58"W 29.45'
OH
OH
SS
USER's sole risk, and USER agrees to defend, indemnify, and hold
ST
L10 N88°25'41"W 8.43'
NEDERVELD harmless, from all claims, injuries, damages,
80.0'
G
losses, expenses, and attorneys fees arising out of the unauthorized L11 S88°38'32"E 12.93'
SS
ST
modification or use of these materials. L12 S02°11'01"W 21.28'
OH
OH
SS
ST
L13 N87°48'59"W 28.01'
G
199.1'
Drawings are Copyrighted. +
9 SPACES
8 SPACES
21.8'
EX. 24" SAN.
SS
ST
7 SPACES
OH
G
21 SPACES
SS
78.0'
ST
ST ST
OH
SS
ST
18 SPACES
G
1.5' 63.6'
1.9'
ST
G G G G G G G G G G G G G
G
OH
OH
BUILDING 1.1' NORTH OF PROPERTY LINE
WASHINGTON AVENUE
A 06/24/24 DOC REL 09 - ADDENDUM A
06/03/24 DOC REL 07 - IFB
04/22/24 DOC REL 05 - 85% CD
03/11/24 DOC REL 04 - 50% CD
02/09/24 DOC REL 03 - PRICING
01/22/24 DOC REL 02 - DD
REV DATE DOC REL ## - DESCRIPTION
PROJECT # 2300029
PROJECT MANAGER M. VANWIENEN
DESIGNED BY Designer
DRAWN BY Author
QUALCHECK Checker
SHEET TITLE
OVERALL
SITE LAYOUT
GHAFARI ASSOCIATES © 2023
Project Manager
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
and all claims, including PLAN
but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
C-100
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
OH
STM MH #12512 PROPOSED DECORATIVE FENCE
SEE DET A2 SHT C-501
OH
SAN MH #1537
SS PROPOSED 8' WIDE
CONCRETE PATIO A
OH
SS
SEE DET B4 SHT C-501
SS
PROP. 4" CONC. INTEGRAL Parkland Properties
OH
SS
CURB & SIDEWALK 75 W Walton Ave., Suite A,
SS
SEE DET B5 SHT C-501 Muskegon, MI 49440
OH
OH
SS
OH
OH
OH
STM CB #1482
G
OH
OH
231-722-7001
SS
OH ST
SS
OH
OH ST
OH
ST
0' 20' 40' 80' https://parklandmi.com/
ST
SS
W. WEST
OH
OH
30' OH
ST ST
SS
ERN AVE
OH
OH
SS
OH
NUE
OH
SCALE 1" =40'
G
8'
OH
ST
SS
OH
PROPOSED OH
ST
ST
OH
G
SS
OH
TOWNHOUSE
SS
OH
OH ST
OH ST
(2 UNITS) A OH
SS
ST
8'
OH
OH
SS
OH ST
OH
SS
OH
ST
PROPOSED
ST
OH
OH OH
EX. FDC OH
SS
ST
ST
OH
FFE=595.00 LOCATION OH OH
OH
8' OH OH OH STM MH #1526
SS
OH OH
PROP. ADA RAMP
ST
10'
SS
SS
ST
20'
SEE DET C2 SHT C-501
9.5'
SS
PROPOSED DECORATIVE SECURITY GATE
SS
OH
PROPOSED CONCRETE
ST
SS
SANMH #1537
20'
WITH CARD ACCESS
SS
ST
SEE DET B4 SHT C-501 15
20'
SS
SAN MH #1536
SS
OH
24'
ST
SS
10
SS
ST
24'
'
STM MH #15005
37 OTTAWA NW
54'
SS
5'
SUITE 700
SS
OH
5'
ST
14'
SS
PROPOSED 20' GRAND RAPIDS, MI 49503-2900 USA
SS
ST
24'
FFE=595.00 TEL +1.616.771.0909
SS
SS
10'
31'
OH
ST
ST
SS
www.ghafari.com
SS
ST
9.5'
6
10'
SS
SS
OH
PROP. 6" THICK CONC.
ST
ST
PROPOSED GREASE TRAP
SS
5
SS
ST
'
24
SEE PLUMBING PLANS DRIVEWAY APRON
SS
SS
6 SEE DET B3 SHT C-501
OH
ST
ST
SS SS SS SS SS SS
SS
SS
ST
FUTURE PROPOSED 4
24'
5'
SS
COURTYARD FFE=595.80
OH
73' PROPOSED ASPHALT PARKING LOT
ST
ST
ST
ST
SS
SS
ST
SEE DET B1 SHT C-501
30'
37'
SS
OH
ST
ST
ST
PATIO PROP. 24" CONC. CURB & GUTTER (TYP.)
SS
SS
ST
SEE DET C1 SHT C-501 PROPOSED 6" CONCRETE
9.5'
SS
OH
ST
ST
SEE DET B3 SHT C-501
ST
SS
G
SS
ST
PROP. 4" CONC. INTEGRAL 9.5' PROPOSED DUMPSTER PROP. 2 FT HIGH
SS
CURB & SIDEWALK ENCLOSURE AREA
7'
ST
SAN MH #2035
ST
405 LF RETAINING WALL
ST
CONSULTANT INFORMATION
SS
SEE DET B5 SHT C-501
SS
ST
(4 DUMPSTER'S) SEE DET D4 SHT C-501
20'
OH
16 10'
SS
SEE DET A1 SHT C-501
G
ST
ST
ST
PROP. ADA RAMP
SS
SS
ST
SEE DET C2 SHT C-501
OH
24'
ST
24'
ST
ST
SS
SS
ST
OH
G
5'
ST
ST
ST
PROP. BARRIER FREE PARKING SIGN (TYP.)
SS
18'
9'
SS
ST
ST 7 12 14
PROPOSED SEE DET C3 SHT C-501 48'
OH
9.5' STM CB #2136 STM CB #1962
FFE=595.80
ST
ST
STM MH #2026
SS
20'
ST
ST
SAN MH #2141 PROPOSED ASPHALT PARKING LOT
G
ST
24'
SS
24'
OH
24'
PROPOSED
20'
20'
PROPOSD DUBBED SEE DET B1 SHT C-501
ST
16
ST
RELOCATE CURB OF FFE=595.80
SS
ST
DOWN CONCRETE FOR
ST
FOR OVERHEAD DOOR
SS
OH
EX. FDC DUMPSTER REMOVAL PROP. DUB DOWN
ST
EX. FDC
ST
LOCATION PROPOSED FOR SIDEWALK CROSSING
G
24'
SS
ST
SAN MH #4615 LOCATION FFE=597.71
ST
14
SS
DETECTABLE WARNING STRIP
OH
12
15
SEE DET D5 SHT C-501
ST
ST
PROPOSED
SS
ST
ST
9'
18'
SS
OH
G FENCED DOG
20'
G G G G G
9.5' 16
ST
G
PROP. 24" CONC. CURB & GUTTER (TYP.)
STST
PROPOSED PARK AREA 24'
ST
ST
(30'x80') SEE DET C1 SHT C-501
SS
FFE=597.71
5'
18'
ST
SS
G
ST
OH
OH
ST ST ST ST
STM MH #2837 PROP. BARRIER FREE PARKING SIGN (TYP.)
ST
SAN MH #2648
SEE DET C3 SHT C-501
DIVISION STREET
PROP. 4" CONC. INTEGRAL
ST
G
STM MH #2842
10'
STM MH #4616
ST
SS
ST
OH
SS
ST
CURB & SIDEWALK
G
SEE DET B5 SHT C-501 PROPOSED 6" CONCRETE 18'
SAN MH #2659
ST
SEE DET B3 SHT C-501 STM MH #15737
ST
OH
ST
PROPOSED 10' WIDE
9'
OH OH OH OH OH
SS
CONCRETE PATIO
G
STM MH #2782
24' 24'
G
PROPOSED
ST
SEE DET B4 SHT C-501
ST
OH
STM MH #4617 ST
FFE=597.71
SS
STM MH #2424
OH
PROPOSED DECORATIVE FENCE 13'
ST
24 24 24 24 24 12 STM MH #15736 ST
ST
OH
11 ST
SEE DET A2 SHT C-501
G
SS
ST
G
ST
PROP. 24" CONCRETE GUTTER
ST
OH
SEE DET B6 SHT C-501 PROPOSED LOADING REGISTRATION SEAL
ST
PROPOSED 3' GATE
SS
ZONE AREA
OH
24' 24'
G
1-EACH PER PATIO STM MH #15004
ST
OH
124'
ST
10'
9'
G
SS
PROPOSED (2) CONCRETE
18'
ST
OH
PICKLE BALL COURTS
ST
G
OUTDOOR
SS
SEE DET B3 SHT C-501
COURTYARD PROP. 24" CONC. CURB & GUTTER (TYP.)
ST
SAN MH #2694
OH
18'
G
SEE DET C1 SHT C-501
ST
PROP. 24" CONC. CURB & GUTTER
G
OH
SS
ST
OH
SEE DET C1 SHT C-501
ST
C
ST 24'
PROPOSED 8' TALL FENCE 18'
SS
9'
G
OH
SEE DET A2 SHT C-501
G
ST
STM LB #2445
PROPOSED
9'
9'
OH
FFE=597.71 STM CB #2710
SS
OH
9'
30' 11
ST
C
PROPOSED STM MH #2761
G
24 24 24 24 24
G
10' WIDE x 3.5' HIGH
SS
OH
STM CB #2886
ST
WINDOW WELL OH
OH
20'
SEE DET D4 SHT C-501
OH
SS
OH
PROPOSED ASPHALT PARKING LOT
C
G
OH
ST
24'
OH SEE DET B1 SHT C-501 15
OH
G
SS
10'
ST
OH
9'
G
OH
OH
OH
18'
12 13 10 STM MH #6131
SS
OH
OH
G
SAN MH #15002
ST
OH
OH
OH
SS
OH OH OH
G
OH OH OH OH OH OH OH OH OH OH OH OH
OH
ST
OH
OH
PROPOSED
SS ELECTRIC VEHICLE PROPOSED
LIGHT POLE (TYP)
G
PROPOSED CHARGING STATION (TYP)
ST
SS
FFE=597.71
PROP. 6" THICK CONC.
OH
ST
DRIVEWAY APRON
G
SS
PROP. DUB DOWN
OH
SEE DET B3 SHT C-501 LAYOUT & UTILITY NOTES:
FOR SIDEWALK CROSSING
ST
1. THE BOUNDARY AND TOPOGRAPHIC SURVEY WAS COMPLETED BY ANOTHER FIRM AND PROVIDED
DETECTABLE WARNING STRIP (TYP.)
SS
TO HEI BY THE CLIENT. HEI IS NOT RESPONSIBLE FOR THE ACCURACY OF THE SURVEY
SEE DET D5 SHT C-501
G
INFORMATION OR ANY DESIGN DISCREPANCIES RESULTING FROM THE PROVIDED SURVEY
OH
ST
INFORMATION.
OH SS
2. SITE DESIGN WAS DEVELOPED IN ACCORDANCE WITH THE INFORMATION CONTAINED IN THE
ST
GEOTECHNICAL REPORT AND SOIL BORINGS COMPLETED FOR THE PROJECT. CONTRACTOR SHALL
G
SS
ACQUIRE A COPY OF THE GEOTECHNICAL REPORT AND SOIL BORING INFORMATION. SOIL
CONDITIONS MAY VARY FROM THE GEOTECHNICAL INFORMATION, WHICH MAY AFFECT THE SITE
ST
DESIGN, EARTHWORK QUANTITIES, USABLE SOILS, AND SOIL EROSION AND SEDIMENTATION
OH SS
CONTROL PRACTICES. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER AND GEOTECHNICAL
G
ENGINEER IF SITE CONDITIONS VARY FROM SOILS INFORMATION CONTAINED IN THE GEOTECHNICAL
INFORMATION.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ALL NECESSARY PERMITS AND
APPROVALS HAVE BEEN ACQUIRED PRIOR TO CONSTRUCTION.
4. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY EXCAVATION.
5. CONTRACTOR SHALL CONTACT ENGINEER IF ANY DISCREPANCIES ARE DETERMINED BETWEEN SITE
LAYOUT DIMENSIONS AND ACTUAL SITE CONDITIONS.
6. COORDINATE ALL UTILITY CONSTRUCTION WITH UTILITY PROVIDER, AS REQUIRED.
7. CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO CONSTRUCTION.
8. ALL SANITARY SEWER WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT
EDITION OF THE CITY OF MUSKEGON STANDARDS & SPECIFICATIONS.
9. ALL WATERMAIN, WATER SERVICES, AND FIRE PROTECTION LINES SHALL BE INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITION OF THE CITY OF MUSKEGON STANDARDS &
SPECIFICATIONS.
10. ALL WORK WITHIN THE PUBLIC ROAD RIGHT-OF-WAY WILL REQUIRE A PERMIT AND OR APPROVAL
FROM THE CITY OF MUSKEGON AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT
EDITION OF THEIR STANDARDS & SPECIFICATIONS.
11. COORDINATE ALL SIGNAGE REMOVAL AND RELOCATION WITHIN THE RIGHT-OF-WAY WITH CITY OF
MUSKEGON.
12. SITE CONTRACTOR RESPONSIBLE TO CONNECT EXISTING AND PROPOSED BUILDING TO WATER
SERVICE AND SANITARY SEWER LATERAL, REFER TO PLUMBING PLANS FOR CONNECTION LOCATION A 06/24/24 DOC REL 09 - ADDENDUM A
AND DETAILS. 06/03/24 DOC REL 07 - IFB
13. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS. BUILDING SHALL BE STAKED 04/22/24 DOC REL 05 - 85% CD
BASED ON FOUNDATION PLAN. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE ARE
DISCREPANCIES BETWEEN THE BUILDING AND SITE DRAWINGS.
03/11/24 DOC REL 04 - 50% CD
02/09/24 DOC REL 03 - PRICING
14. ONSITE LIGHTING SHALL DIRECTED DOWNWARD AND AWAY FROM ADJACENT PROPERTIES AS
REQUIRED PER THE CITY OF MUSKEGON ZONING ORDINANCE. 01/22/24 DOC REL 02 - DD
15. SITE SIGNAGE SHALL MEET THE STANDARDS AND REQUIREMENTS OF THE CITY OF MUSKEGON REV DATE DOC REL ## - DESCRIPTION
ZONING ORDINANCE. A SIGN PERMIT SHALL BE ACQUIRED PRIOR TO CONSTRUCTION.
16. CONTRACTOR SHALL BE RESPONSIBLE TO MEETING THE STANDARDS AND REQUIREMENTS OF
THE LOCAL NOISE ORDINANCE FOR ALL CONSTRUCTION PRACTICES.
PROJECT # 2300029
17. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION.
PROJECT MANAGER M. VANWIENEN
DESIGNED BY Designer
DRAWN BY Author
QUALCHECK Checker
SHEET TITLE
PHASE 1
SITE LAYOUT
GHAFARI ASSOCIATES © 2023
Project Manager
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
and all claims, including PLAN
but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
C-101
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
Parkland Properties
75 W Walton Ave., Suite A,
Muskegon, MI 49440
231-722-7001
https://parklandmi.com/
LY
OH OH
OH OH
OH
OH
OH OH
OH
OH
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
OH
SS SS SS SS 0' 20' 40' 80'
OH
OH
ST
OH
G
OH
STM MH #12512
ST
OH
SS
OH
OH
OH
SAN MH #1537
ST
OH
OH
SCALE 1" =40'
OH
OH
OH
ST
OH SS
37 OTTAWA NW
SS
OH
ST
G
OH
OH
ST OH
OH
SS SUITE 700
OH
OH
ST OH
OH
OH
SS
GRAND RAPIDS, MI 49503-2900 USA
SS
OH OH OH OH OH OH OH OH OH OH OH OH OH
OH OH OH OH OH OH OH OH OH OH OH
TEL +1.616.771.0909
ST
OH
G OH
OH
G G G G
G G G G G G G G G G G
G G G G
G G OH SS
ON
OH
OH
OH www.ghafari.com
8'
OH
SS
OH
OH SS
STM CB #3752
ST
OH
OH
OH
OH
SS
OH
OH
ST
ST OH
OH
8'
SS
OH
G
OH
OH
ST
SS
OH
STM MH #3846 PROPOSED OH
OH
OH
ST
SS
OH
SS
TOWNHOUSE 30'
PROPOSED
(12 UNITS)
ST
SS
8' TOWNHOUSE
OH
ST
SS
PROPOSED
G
SS
+
(8 UNITS) FFE=593.64
TOWNHOUSE
SS
ST
(2 UNITS)
OH
SS
ST
SS
STM CB #1482
20'
21.5'
SS
ST
PROPOSED
G
OH
SS
ST
SS
21.5' FFE=595.00
N
8'
SS
ST
CONSULTANT INFORMATION
OH
24'
24'
SS
ST
SS
20'
STM CB #3774
SS
ST
G
OH
SS
ST
SS
8'
8'
P - Passenger Car
SS
28 28
ST
15
ST
ST
24'
14
IO
9'
OH
20'
SS
ST
SS
24'
5'
G
SS
5'
5'
PROPOSED
OH
18'
SS
ST
SS
ST
TOWNHOUSE
STM MH #4336
24'
SS
5'
(2 UNITS) 24'
OH
SS
ST
SS
ST
G
SS
STM MH #4157 STM MH #3869
9'
3
OH
SS
ST
ST
SS
AT
18' 5'
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS
SS SS SS SS SS SS SS SS
20' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
24'
SS
SS
OH
SS
ST
SS SS SS
ST
SS
SS SS
G
STM MH #3879
SS
P - Passenger Car
ST COURTYARD
ST
ST
OH
SS
ST
SS
ST
SS
PROPOSEDST STM CB #4362
ST
ST
TOWNHOUSE
OH
G
SAN MH #4169
SS
ST
ST
9'
21.5'
SS
ST (2 UNITS)
SS
ST
ST
9'
OH
ST
24'
SS
ST
SS
SS
ST
RM
ST
ST
G
ST
OH
SS
ST
8'
SS
SS
ST
OH
ST
SS
ST
STM MH #4356
SS
SS
G
ST
OH
ST
SS
21.5'
ST
20'
SS
SS
7'
ST
OH
ST
SS
ST
PROPOSED
SS
G
SS
FFE=595.80 REGISTRATION SEAL
ST
OH
ST
SS
ST
ST
SS
PROPOSED
SS
FO
P - Passenger Car
ST
TOWNHOUSE
OH
ST
SS
ST
G
(11 UNITS)
SS
SS
EX. FDC
STM MH #4309 EX. FDC
ST
LOCATION
OH
ST
SS
ST
SAN MH #4615
3'
LOCATION
SS
12
SS
STM MH #8482 STM CB #8557
STM CB #3505
11'
SAN MH #4282
ST
24'
OH
24'
ST
24'
SS
G
ST
STM MH #8481
SS
G G SS G SS G G G G G G G G G G G G G G G G G G G G G
STST
SS
SS
SS
OH
ST
ST
SS SS SS
ST
SS
G
SS
OH
ST
ST ST ST ST ST ST
ST
ST ST
SS
ST
GOH
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
G
ST
IN
ST
G
ST
ST
SS SS SS
ST
ST
STM MH #4616
SS
ST
ST
ST
ST
OH
ST
G
ST
SS
G G
G
PROPOSED FENCE OH OH OH OH OH OH
OH
OH OH OH
ST
SS
G
ST
STM MH #4617
ST
OH
OH
OH
SS
G
R
OH
LAYOUT & UTILITY NOTES:
SS
OH
1. THE BOUNDARY AND TOPOGRAPHIC SURVEY WAS COMPLETED BY ANOTHER FIRM AND PROVIDED
OH
G
TO HEI BY THE CLIENT. HEI IS NOT RESPONSIBLE FOR THE ACCURACY OF THE SURVEY
INFORMATION OR ANY DESIGN DISCREPANCIES RESULTING FROM THE PROVIDED SURVEY
LINE TABLE INFORMATION.
FO
2. SITE DESIGN WAS DEVELOPED IN ACCORDANCE WITH THE INFORMATION CONTAINED IN THE
G
LINE BEARING LENGTH GEOTECHNICAL REPORT AND SOIL BORINGS COMPLETED FOR THE PROJECT. CONTRACTOR SHALL
ACQUIRE A COPY OF THE GEOTECHNICAL REPORT AND SOIL BORING INFORMATION. SOIL
CONDITIONS MAY VARY FROM THE GEOTECHNICAL INFORMATION, WHICH MAY AFFECT THE SITE
L1 S09°23'07"W 9.68' DESIGN, EARTHWORK QUANTITIES, USABLE SOILS, AND SOIL EROSION AND SEDIMENTATION
G
OH
CONTROL PRACTICES. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER AND GEOTECHNICAL
ENGINEER IF SITE CONDITIONS VARY FROM SOILS INFORMATION CONTAINED IN THE GEOTECHNICAL
C
L2 S83°24'04"E 13.72' INFORMATION.
G
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ALL NECESSARY PERMITS AND
L3 N00°30'20"E 9.53' APPROVALS HAVE BEEN ACQUIRED PRIOR TO CONSTRUCTION.
OH
4. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY EXCAVATION.
C
L4 S82°30'04"E 8.71' 5. CONTRACTOR SHALL CONTACT ENGINEER IF ANY DISCREPANCIES ARE DETERMINED BETWEEN SITE
G
LAYOUT DIMENSIONS AND ACTUAL SITE CONDITIONS.
L5 S00°30'20"W 24.63' 6. COORDINATE ALL UTILITY CONSTRUCTION WITH UTILITY PROVIDER, AS REQUIRED.
OH
7. CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO CONSTRUCTION.
C
G
L6 S88°25'41"E 8.72' 8. ALL SANITARY SEWER WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT
EDITION OF THE CITY OF MUSKEGON STANDARDS & SPECIFICATIONS.
L7 S01°34'19"W 0.30' 9. ALL WATERMAIN, WATER SERVICES, AND FIRE PROTECTION LINES SHALL BE INSTALLED IN
G
ACCORDANCE WITH THE CURRENT EDITION OF THE CITY OF MUSKEGON STANDARDS &
SPECIFICATIONS.
L8 S88°25'41"E 0.40' + 10. ALL WORK WITHIN THE PUBLIC ROAD RIGHT-OF-WAY WILL REQUIRE A PERMIT AND OR APPROVAL
FFE=597.73
FROM THE CITY OF MUSKEGON AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT
G
L9 S00°42'58"W 29.45' EDITION OF THEIR STANDARDS & SPECIFICATIONS.
OH
11. COORDINATE ALL SIGNAGE REMOVAL AND RELOCATION WITHIN THE RIGHT-OF-WAY WITH CITY OF
MUSKEGON.
L10 N88°25'41"W 8.43'
G
12. SITE CONTRACTOR RESPONSIBLE TO CONNECT EXISTING AND PROPOSED BUILDING TO WATER
SERVICE AND SANITARY SEWER LATERAL, REFER TO PLUMBING PLANS FOR CONNECTION LOCATION
L11 S88°38'32"E 12.93' AND DETAILS.
OH
13. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS. BUILDING SHALL BE STAKED
G
L12 S02°11'01"W 21.28' BASED ON FOUNDATION PLAN. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE ARE
DISCREPANCIES BETWEEN THE BUILDING AND SITE DRAWINGS.
14. ONSITE LIGHTING SHALL DIRECTED DOWNWARD AND AWAY FROM ADJACENT PROPERTIES AS
L13 N87°48'59"W 28.01'
G
REQUIRED PER THE CITY OF MUSKEGON ZONING ORDINANCE.
OH
15. SITE SIGNAGE SHALL MEET THE STANDARDS AND REQUIREMENTS OF THE CITY OF MUSKEGON
ZONING ORDINANCE. A SIGN PERMIT SHALL BE ACQUIRED PRIOR TO CONSTRUCTION.
16. CONTRACTOR SHALL BE RESPONSIBLE TO MEETING THE STANDARDS AND REQUIREMENTS OF
G
A 06/24/24 DOC REL 09 - ADDENDUM A
THE LOCAL NOISE ORDINANCE FOR ALL CONSTRUCTION PRACTICES.
06/03/24 DOC REL 07 - IFB
17. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION.
04/22/24 DOC REL 05 - 85% CD
G
03/11/24 DOC REL 04 - 50% CD
02/09/24 DOC REL 03 - PRICING
01/22/24 DOC REL 02 - DD
REV DATE DOC REL ## - DESCRIPTION
PROJECT # 2300029
PROJECT MANAGER M. VANWIENEN
DESIGNED BY Designer
DRAWN BY Author
QUALCHECK Checker
SHEET TITLE
PHASE 2
SITE LAYOUT
GHAFARI ASSOCIATES © 2023
Project Manager
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
and all claims, including PLAN
but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
C-102
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
TIE-IN TO EX. STM CB 12512
CORE (1) 8" HOLE @ ELEV = 588.10±
VERIFY INVERT & STRUCTURE
CONDITION PRIOR TO CONSTRUCTION
Parkland Properties
75 W Walton Ave., Suite A,
Muskegon, MI 49440
231-722-7001
https://parklandmi.com/
OH
STM MH #12512
OH
SS
OH
SS
SS
TIE-IN TO EX. STM CB 1482
OH
SS CORE (1) 15" HOLE @ ELEV = 585.53± 588
SS VERIFY INVERT & STRUCTURE
OH
OH CONDITION PRIOR TO CONSTRUCTION 588
SS
OH
OH
OH
STM CB #1482
G
OH
OH
SS
OH ST
SS
OH
OH ST
ST
OH
5
ST
SS
90
W. W
OH
OH
OH
EST ST ST 0' 20' 40' 80'
SS
ERN AVE
OH
OH
37 OTTAWA NW
SS
OH
589
NUE
OH
G
OH
SUITE 700
SS
ST
OH
PROPOSED + OH
ST
ST
OH
G SCALE 1" =40'
SS
TOWNHOUSE FFE=593.64 OH
GRAND RAPIDS, MI 49503-2900 USA
SS
OH
OH ST ST
(2 UNITS)
OH
OH TEL +1.616.771.0909
SS
ST
OH
OH
PROP. 65 LF 15" HDPE www.ghafari.com
SS
OH ST
OH
SS
OH
STM SEWEROH@ 2.0%
ST
PROPOSED
ST
OH OH
EX. FDC OH
SS
ST
ST
OH
FFE=595.00 LOCATION FFE=595.11 + OH OH
OH
8' OH OH OH STM MH #1526
SS
OH
593
4
3
594
OH
592
ST
59
59
591
SS
SS
ST
PROP. 8" INV = 590.18
59
PROP. 104 LF 8" RDL @ 2.0%
0
591
SS
SS
@ BUILDING
OH
PROP. 252 LF 8" RDL @ 2.0%
ST
591
SS
592
SS
ST
59
SS
0
SS
OH
ST
593
PROP. 8" INV = 593.04
SS
SS
ST
592
@ BUILDING STM MH #15005
SS
SS
PROP. 4' DIA CB 7
OH
ST
PROP. 54 LF 15" HDPE
SS
59
SS
PROPOSED
ST
STM SEWER @ 1.25% 2 591 RIM = 591.93
FFE=595.00
SS
15" INV NE = 586.83
SS
OH
ST
ST
SS
15" INV SE = 586.83
SS
ST
CONSULTANT INFORMATION
SS
GRADING & STORM SEWER NOTES:
SS
OH
ST
ST
SS
FFE=595.35 +
SS
ST
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ALL NECESSARY PERMITS
PROP. 4' DIA CB 8 AND APPROVALS HAVE BEEN ACQUIRED PRIOR TO CONSTRUCTION.
SS
593
2
593 59
OH
ST
ST
SS SS SS SS SS SS
RIM = 591.75
594
SS
A 2. SITE DESIGN WAS DEVELOPED IN ACCORDANCE WITH THE INFORMATION CONTAINED IN
2
SS
ST
PROPOSED 592
59
FUTURE 15" INV NW = 587.51 THE GEOTECHNICAL REPORT AND SOIL BORINGS COMPLETED FOR THE PROJECT.
SS
COURTYARD FFE=595.80 PROP. 227 LF 8" RDL @ 1.2% 12" INV S = 587.71 CONTRACTOR SHALL ACQUIRE A COPY OF THE GEOTECHNICAL REPORT AND SOIL
OH
ST
ST
ST
ST
5 94
SS
BORING INFORMATION. SOIL CONDITIONS MAY VARY FROM THE GEOTECHNICAL
SS
ST
PROP. 8" INV = 591.91 8" INV W = 588.00 INFORMATION, WHICH MAY AFFECT THE SITE DESIGN, EARTHWORK QUANTITIES, USABLE
SS
@ BUILDING SOILS, AND SOIL EROSION AND SEDIMENTATION CONTROL PRACTICES. CONTRACTOR
OH
ST
ST
ST
59
SS
SHALL NOTIFY DESIGN ENGINEER AND GEOTECHNICAL ENGINEER IF SITE CONDITIONS
3
PROP. 27 LF 12" HDPE
SS
ST
593 VARY FROM SOILS INFORMATION CONTAINED IN THE GEOTECHNICAL INFORMATION.
STM SEWER @ 2.0%
SS
OH
ST
ST
3. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY
ST
SS
G
SS
ST
EXCAVATION.
PROP. 2 FT HIGH
SS
+ 4. CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO
ST
+
ST
ST
405 LF RETAINING WALL
59
SS
FFE=595.36 CONSTRUCTION.
SS
ST
4
FFE=595.43
OH
PROP. 4' DIA CB 9 5. ALL WORK WITHIN THE RIGHT-OF-WAY WILL REQUIRE A PERMIT AND OR APPROVAL FROM
SS
G
CITY OF MUSKEGON AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT
ST
ST
ST
RIM = 592.25 PROP. 149 LF 12" HDPE
SS
SS
ST
EDITION OF THEIR STANDARDS & SPECIFICATIONS.
12" INV N = 588.25 STM SEWER @ 2.0% A
OH
595 594 6. STORM WATER MANAGEMENT SYSTEM AND GRADING SHALL BE IN ACCORDANCE WITH
12" INV S = 589.20
ST
ST
ST
THE CITY OF MUSKEGON STORM WATER ORDINANCE.
SS
5
59
SS
ST
8" INV W = 589.19
594
OH
G
7. SITE CONTRACTOR RESPONSIBLE TO CONNECT STORM / ROOF WATER TO STORM DRAIN
591
1
592
A
590
0
593
592
593
59 59PROP. 2' DIA CB 4 AS SHOWN. REFER TO PLUMBING PLANS FOR CONNECTION TO THE BUILDING AND
ST
ST
ST
PROP. 2' DIA CB 6 PROP. 2' DIA CB 2
SS
DETAILS.
SS
ST
ST
PROPOSED RIM = 594.54 RIM = 593.71 RIM = 593.68
OH
STM CB #2136 STM CB #1962 PROP. 4' DIA OUTLET 8. SITE SHALL BE GRADED WITH SMOOTH CONTOURS IN ALL AREAS OF DISTURBANCE AND
FFE=595.80 + 596 12" INV S = 591.79 12" INV S = 591.21 12" INV S = 591.05
ST
ST
FFE=595.43
STM MH #2026 GRADED TO SLOPE AWAY FROM THE EXISTING AND PROPOSED BUILDINGS AND
CONTROL STRUCTURE
SS
6
ST
ST
59
595
595
G
596 SIDEWALKS.
ST
SS
594
59
OH
595
PROPOSED 18" WIDE STONE PROPOSED RIM = 597.25
59
595
595
4
PROP. 4' DIA MH 2
596
59
4
PROP. 8" INV = 594.02 9. ALL STORM SEWER PIPING SHALL BE ADS N-12, HANCOR HI-Q OR APPROVED EQUIVALENT
4
ST
ST
"SPILLWAY" FOR ROOF OVERFLOW FFE=595.80 595 RIM = 596.40 TOP OF WEIR WALL = 592.00 POLYETHYLENE (PE) PLASTIC PIPE AND FITTINGS, UNLESS OTHERWISE NOTED. WHERE
SS
@ BUILDING
ST
ST
SS
24" INV E = 589.20
OH
FFE=596.15 + 12" INV N = 592.18 SPECIFIED IN THE PLANS, CONCRETE CLASS IV PIPE WITH RUBBER GASKETS IS
CORE CATCH BASIN EX. FDC REQUIRED.
ST
EX. FDC 24" INV W = 589.20
ST
FOR 8" STORM LOCATION PROPOSED 8" INV SE = 592.28
G
597
SS
ST
596
LOCATION FFE=597.71 10. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION.
ST
SS
596
OH
8" E INV = 593.42 12
1
595
59
595
7.6
ST
5
ST
596
59
PROP. 125 LF 12" HDPE
SS
A
ST
3
ST
7.6
SS
OH
G STM SEWER @ 0.5%
59
G G G G G
ST
G
SESC NOTES:
7.0 3T
2
STST
PROPOSED 597 PROP. 125 LF 12" HDPE PROP. 125 LF 12" HDPE
59 97.3 5
7.0
7.0
59 97.4
1B
596
ST
59 59
7.0 7T
ST
597
59
PROP. 60 LF 8" RDL @ 1.0% 596STM SEWER @ 1.0% STM
596 SEWER @ 1.0%
SS
FFE=597.71 6
5
5B
596 1. CONTRACTOR SHALL OBTAIN ALL STATE AND LOCAL PERMITS AS NECESSARY FOR REGISTRATION SEAL
597
ST
596
SS
G
5
CONSTRUCTION.
ST
OH
592
OH
ST ST ST
PROP. 70 LF 8" RDL @ 2.6% STM MH #2837 PROP. 75 LF 24" HDPE
ST
2. SITE DESIGN WAS DEVELOPED IN ACCORDANCE WITH THE INFORMATION CONTAINED IN
STM SEWER @ 4.0%
598 STREET
ST
THE GEOTECHNICAL REPORT AND SOIL BORINGS COMPLETED FOR THE PROJECT.
G
STM MH #4616 STM MH #2842
ST
PROP. 120 LF 12" HDPE PROP. 120 LF 15" HDPE
SS
ST
OH
SS
ST
A FFE=597.70 + 593 CONTRACTOR SHALL ACQUIRE A COPY OF THE GEOTECHNICAL REPORT AND SOIL
STM SEWER @ 1.0% STM SEWER @ 0.4%
G
PROP. 8" INV = 594.10 BORING INFORMATION. SOIL CONDITIONS MAY VARY FROM THE GEOTECHNICAL
597 597 597 597 594
597 INFORMATION, WHICH MAY AFFECT THE SITE DESIGN, EARTHWORK QUANTITIES, USABLE
597
ST
@ BUILDING STM MH #15737
ST
595
OH
ST
OH OH OH OH OH SOILS, AND SOIL EROSION AND SEDIMENTATION CONTROL PRACTICES. CONTRACTOR
SS
SHALL NOTIFY DESIGN ENGINEER AND GEOTECHNICAL ENGINEER IF SITE CONDITIONS
G
+ STM MH #2782
VARY FROM SOILS INFORMATION CONTAINED IN THE GEOTECHNICAL INFORMATION.
G
PROPOSED
ST
ST
OH
STM MH #4617 FFE=598.08
ST
598 3. CONTRACTOR IS RESPONSIBLE TO ACQUIRE THE CITY OF MUSKEGON SOIL EROSION AND
PROP. 129 LF 12" HDPE FFE=597.71
SS
DIVISION
STM MH #2424
OH
SEDIMENTATION CONTROL PERMIT AND THE NPDES NOTICE OF COVERAGE AND COMPLY
STM SEWER @ 0.4% 598 598
ST
TIE-IN TO EX. STM CB 2782 STM MH #15736 ST
WITH ALL PERMIT REQUIREMENTS AND WITH ALL STANDARDS AND REQUIREMENTS OF
ST
OH
PROP. 2' DIA STM YB 1 598 598 598 ST
G
THE AGENCIES HAVING JURISDICTION.
SS
ST
CORE (1) 12" HOLE @ ELEV = 592.60
G
RIM = 596.80 PROP. 80 LF 12" HDPE 598 596
4. BEST MANAGEMENT PRACTICES SHALL BE UTILIZED DURING AND AFTER CONSTRUCTION
VERIFY INVERT & STRUCTURE
ST
OH
12" INV E = 594.41 STM SEWER @ 1.0% FOR TEMPORARY AND PERMANENT SOIL EROSION AND SEDIMENTATION CONTROL
ST
CONDITION PRIOR TO CONSTRUCTION
SS
MEASURES.
OH
G
597
ST
5. CONTRACTOR SHALL PROVIDE A CERTIFIED STORM WATER OPERATOR FROM
OH
PROP. 58 LF 12" HDPE 599
ST
G
CONSTRUCTION COMMENCEMENT THROUGH FINAL SITE STABILIZATION.
599 599 599
SS
STM SEWER @ 0.5% 599 599 6. THE TEMPORARY SOIL EROSION CONTROL MEASURES SHALL BE INSPECTED AND
ST
PROP. 4' DIA STM CB 5
OH
A 598 PROP. 1,500 CUFT MAINTAINED WEEKLY AND AFTER EACH SIGNIFICANT RAIN EVENT IN ACCORDANCE WITH
ST
G
OUTDOOR RIM = 597.83
SS
THE EGLE REQUIREMENTS.
COURTYARD UNDERGROUND
12" INV60E0 = 591.16 7. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY
ST
599 STORAGE CHAMBERS
OH
PROP. 4' DIA STM CB 3
G
ST
12" INV N = 591.16 EXCAVATION.
600 600
RIM = 597.83 00 600 SEE DETAIL 1 THIS SHEET
PROP.6 4' DIA STM CB 1
G
600 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY AND MUSKEGON COUNTY
OH
599
SS
599
ST
15" INV E = 589.96
OH
PROP. 4' DIA STM YB 2 RIM = 597.83 ROAD COMMISSION STANDARDS AND SPECIFICATIONS.
ST
PROP. 4' DIA STM MH 3
C
RIM = 596.80 ST 12" INV W = 589.96 9. SOIL EROSION CONTROL MEASURES SHALL BE PLACED PRIOR TO EARTH MOVING OR
RIM = 599.76 24" INV E = 589.40
601 12" INV N = 589.96
SS
600 GROUND DISTURBANCE AND REMAIN IN PLACE UNTIL FINAL RESTORATION HAS BEEN
G
12" INV E = 593.89
OH
15" INV W = 589.48 TIE-IN TO EX. STM MH
G
ST
12" INV N = 593.40 STM LB #2445 0 ESTABLISHED.
12" INV W = 593.89 PROPOSED
12" INV W = 593.60
60 601 601 601INV600
12" N = 589.80 601 601 CORE (1) 24" HOLE 10. ALL FOREIGN MATERIAL OR DEBRIS FROM JOB SITE WHICH IS DEPOSITED ON PAVED
OH
FFE=597.71 STM CB #2710 601
SS
@ ELEV = 585.50± ROADWAY SHALL BE REMOVED IMMEDIATELY.
OH
8" INV S = 593.40
ST
C
STM MH #2761 601 VERIFY INVERT & STRUCTURE 11. THE PAVED ROADWAY SHALL BE SWEPT CLEAN AS NEEDED, BUT AT LEAST ONCE A
602 602
G
G
WINDOW WELL & PROP. 80 LF 8" RDL @ 1.0% CONDITION PRIOR TO CONSTRUCTION WEEK.
SS
602
OH
STM CB #2886
ST
OH
ACCESS STAIRS 12. SOIL EROSION CONTROL MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR
PROP. 8" INV = 594.25
OH
602 602 602 602 602 DURING CONSTRUCTION AND THE OWNER UPON COMPLETION.
SEE ARCH. PLANS
OH
SS
OH
@ BUILDING 603
C
G
OH
ST
13. CONTRACTOR SHALL PHASE THE PLACEMENT OF THE SOIL EROSION CONTROL
OH
603 MEASURES AS NECESSARY FOR THE SITE IMPROVEMENTS WITHIN THE LIMITATIONS OF
OH
G
THE ACQUIRED SOIL EROSION CONTROL PERMIT.
SS
ST
OH
14. STOCKPILE AREAS SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT SEED IN
603 603 603 603 603
60
G
OH
OH
OH
STM MH #6131 ACCORDANCE WITH THE CITY SOIL EROSION AND SEDIMENTATION CONTROL
3
SS
OH
604 REQUIREMENTS. ALL EXCESS SPOILS SHALL BE REMOVED FROM SITE.
4
60
OH
+ 605
G
+ 15. ALL EXCESS SPOILS SHALL BE HAULED OFFSITE AND LEGALLY PLACED IN AN UPLAND
ST
OH
OH
OH
FFE=597.73 FFE=597.71
AREA NOT ENCUMBERED BY WETLANDS OR FLOODPLAIN.
SS
OH OH OH
G
OH OH OH OH OH OH OH OH OH OH OH OH
606 16. THERE SHALL BE NO EARTH MOVEMENT OR DISTURBANCE OUTSIDE THE LIMITS OF
OH
ST
OH
OH
DISTURBANCE WITHOUT PRIOR AUTHORIZATION FROM THE CITY.
SS
17. THE MINIMUM AMOUNT OF SOIL EROSION AND SEDIMENTATION CONTROL MEASURES
G
ARE SHOWN THE DRAWINGS. CONTRACTOR SHALL PROVIDE ADDITIONAL CONTROL
PROPOSED
ST
MEASURES, MAINTENANCE, AND/OR STABILIZATION MEASURES AS NECESSARY FOR
SS
FFE=597.71 CONSTRUCTION ACTIVITIES.
OH
ST
18. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION.
G
OH SS
ST
SS
FFE=609.68
G
+
OH
ST
OH SS
ST
G
SS
PROPOSED
ST
CONSTRUCTION SCHEDULE
YEAR
ACTIVITY MONTH MONTH MONTH MONTH MONTH MONTH
INSTALL CONTROLS
A 06/24/24 DOC REL 09 - ADDENDUM A
CLEARING 06/03/24 DOC REL 07 - IFB
04/22/24 DOC REL 05 - 85% CD
GRADE 03/11/24 DOC REL 04 - 50% CD
A
02/09/24 DOC REL 03 - PRICING
BUILDING
01/22/24 DOC REL 02 - DD
REV DATE DOC REL ## - DESCRIPTION
PROP. 4' DIA STM CB 1 UTILITIES
PROP. 4' DIA OUTLET
RIM = 597.83 CB #2 CONTROL STRUCTURE
24" INV E = 589.40 PAVING
RIM = 597.25
15" INV W = 589.48
TOP OF WEIR WALL = 592.00 PROJECT # 2300029
12" INV N = 589.80 PROP. 14 LF 24" HDPE 24" INV E = 589.20
STM SEWER @ 0.3% RESTORE
24" INV W = 589.20 PROJECT MANAGER M. VANWIENEN
CB #3 *NOTE : CONSTRUCTION SCHEDULE MAY VARY BASED ON CONTRACTOR'S DESIGNED BY Designer
MH #15736 SCHEDULE. CONTRACTOR SHALL UPDATE THE OCWRC IF CONSTRUCTION
DRAWN BY Author
SCHEDULE VARIES FROM ABOVE.
QUALCHECK Checker
PROP. 18 LF 24" HDPE SHEET TITLE
STM SEWER @ 0.3% PROP. (7) ADS MC-3500
STORAGE CHAMBERS
DRAINAGE &
SESC PLAN
GHAFARI ASSOCIATES © 2023
Project Manager
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
UNDERGROUND STORAGE CHAMBERS and all claims, including
1 but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
C-200
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
OH
OH ST
OH ST
OH
OH
OH
OH
SS
OH ST ST
OH
OH
OH
OH ST
OH
OH
SS
OH ST
OH
ST
OH
OH ST
OH
OH ST OH
OH
OH
Parkland Properties
SS
OH ST
OH OH
ST
OH
OH ST
OH
75 W Walton Ave., Suite A,
4
OH
+ OH
4.3
OH OH ST
OH
59
OH OH OH OH
Muskegon, MI 49440
SS
ST
OH OH
0
OH
3.8
OH OH
SS
4
OH
59
3
593 OH
59
OH
594
59
592 591
5
231-722-7001
SS
ST
3.0
SS
59
59
OH
0
2 .94
https://parklandmi.com/
3.8 593
6
2.3
SS
ST
591
59
SS
OH
59
4
4.6
2 .5
591
59
SS
ST
%
592
SS
9
1.8%
4.0
1.3%
OH
59
59
%
SS
ST
0
1.1
SS
OH
8
0' 10' 20' 40'
2.1
593
9
2.3
1.8%
59
SS
59
ST
%
SS
1.0
1.0%
OH
592
8
0
SCALE 1" =20'
3.9
1
5.0
6 4.9
3
1.9
4
59
59
4.3
6
4.4 59
SS
ST
4.7
59
1.5%
5
5
59
3.2
1.9%
3.7
SS
59
9
OH
59
4.3
59
59
59 1.0%
6
SS
PROPOSED
ST
4.5
5
59
6
4.1
4.6
SS
59
0
2
59
2.1
OH
FFE=595.00
59
% 591
1.9
59
1.0%
0
1.2% 37 OTTAWA NW
6
5.0
4.7
SS
ST
8
1.1%
3.6
59
59
SS
SUITE 700
6
1
59
4.4
OH
7
4.6
4.3
59
9
59
59 GRAND RAPIDS, MI 49503-2900 USA
3.3
0
1
3.2
4.0
0.1%
SS
ST
59
59
59
1.2% TEL +1.616.771.0909
SS
OH
8
2.1
www.ghafari.com
0
59
5.0
3
1.3%
SS
4.3
ST
59
6
8
4.7
3.6
1.2%
59
SS
4
59
59
3.8
OH
7
8
%
4.4
4.2
2
2
59
+ 3
1.6
2.4
3.0
59
4.8
59
1
3.3
SS
59
59
0
4
ST
59
1.0
2.2
2.1
59
8
SS
1.5
%
59
59
1
2.0%
OH
1.7
59
1.0%
2
5
5
59
2.4
1.9
1.7
SS
1.0%
59
59
ST
59
2
593
59
SS
OH
593 %
1.3% 3.4
594
2
SS
ST
PROPOSED 1.4
59
% 8
2.0
2
592
1
6
SS
0
3.0
4
2.3
2.2
2.1
OH
9 3.9
% 59
1
FFE=595.80 1.9
59
3.7
59
59
59
4.4 59
1.0% 0.6%
59
2
SS
ST
5.0
59
SS
59
%
OH
1.4
1
8
9
4.0
3.7
5
2.1
594
3.0
59
59
1.0%
6
1
4
59
6
2.5
2.5
2.4
SS
59
2.2
ST
1.7%
0
1.2%
59
59
59
6 59
4.6
SS
1
3
0
3.4
2.9
2.6
OH
59
1.3%
2.2
CONSULTANT INFORMATION
59
59
59
59
SS
8
2
ST
2.3
2.7
SS
59
59
OH
59
1.0% 2.4%
3
SS
ST
8
SS
3.8
0
3.5
OH
59 593
59
4
SS
3.0
ST
0
5.4
59
SS
OH
59
3
8
5.7
5.6
SS
ST
59
59
2.1%
SS
3
4
1.0%
OH
5.7
5.3
4
0
1.8%
5.1
4.9
59
59
8
6
3.3
59
59
2.0%
4.4
SS
ST
+
59
8
59
5.7
SS
.80 + 59
59
4
5 4
%
5.1
59 %
1
1.3
1.3
5.2
59
SS
ST
59
OH
SS
1.2%
1.5%
9
5.1
9
2
59
5.1
5.7
2.8%
SS
ST
59
59
OH
0
SS
5.8
1.5%
9
7
5.1
59
4.4
0
3.9
59
59
SS
59
ST
2.4%
OH
SS
4
5.1
59
1.0% 595 594
ST
OH
2
6
SS
4.0
4.4
5
4
1.2%
5.2
5.1
59
59
59
59
5
8
9
59
4.4
4.3
ST
59
59
OH
SS
7
0
5.1
4.9
594
6
59
59
4.4
4
4.1
0
ST
5.8
59
OH
59
SS
59
2.6
%
ST
ST
OH
ST
SS
1.0%
ST
0.9% ST
59
4.0
%
6
0B
2.4%
4.7
OH
1.0
+ 596
59
1
ST
6
5.6
4.4
SS
7
3.5
8
6.2
59
4.9
59 %
59
59
OH
96
6
596
6.1
ST
5
SS
59
PROPOSED REGISTRATION SEAL
595
8
595
1.8% 2.0%
6.4
FFE=595.80
OH
59
ST
3
6.0
SS
8
6.3
59
595
59
1.0% 8
2.9%
2.6
OH
5.1
7
9
5.1
%
6.6
ST
59
SS
59
59
7
+ 59
5.1
9
OH
6.5
ST
59
4
SS
6.4
59
597
OH
596
ST
SS
2.4%
596
9
5.8
4.1%
59
OH
1
ST
7.6
SS
596
59
1.1
%
%
OH
3.0
ST
1
SS
6.3
59
OH
1.8%
ST
SS
PROPOSED 597
FFE=597.71
6
5
5
0
.75
0
7.4
6.7
6.7
7.3 97.3
7.7 97.7
6
ST
59
59
59
59
597
5
5
SS
OH
1.0%
1.0%
1.0%
7
.30
0
0
0
0
2.6%
7.5
7.3
7.3
7
7
59
59
59
59
59
59
7.7
ST
59
ST
SS
OH
8
7.3 OH
59
SS
ST
ST
8
8.0
OH
SS
ST
59
ST
+
OH
ST
SS
2.0%
ST
.90
ST
OH
0
8.4
8
3
SS
ST
59
8.2
59
59
ST
OH
1.0%
SS
ST
+
.26
PROPOSED
600
1.0%
OH
FFE=597.71 ST
SS
ST
ST
OH
598
SS
ST
8.7 04
OH
59 99.
0
4
1.0%
8.3
SS
ST
5
59
OH
0.3%
SS
ST
0.3%
OH
SS
ST
7
8.3
1.0%
OH
59
SS
ST
OH
SS
ST
OH
SS
ST
59
1.0%
.60
599 6
9.9
.32 0.8
600
6
6 60
9.2
OH
7
59 9.2
SS
ST
.32
1
3
7
59
7.7
8.5
8.7
59 599
0
0
7.5
59
OUTDOOR
59
59
6.8
1.2% 600.9
599.9 7
6
59
9.3
0
1
59
OH
1.0%
60
8.9
1
5
59
8.6
8.8
COURTYARD
SS
ST
0.6
0
59
59
0
6.8
59
59 8
0
1
7.5
8.8
2.0% 1.0%
7.7
7.5% 1.0% 599
OH
59
59
1
ST
.7
97
1
6
1.9%
8.7
8.9
5
SS
59
59
2.6%
OH
ST
0
1
1
8.9
9.0
7.7
599
59
59
SS
59
2 A 06/24/24 DOC REL 09 - ADDENDUM A
9.7 2
OH
59 99.2
ST
3
06/03/24 DOC REL 07 - IFB
8
9.1
7
8.9
5
9.7
SS
59
59
59
04/22/24 DOC REL 05 - 85% CD
ST
ST ST
OH
ST
03/11/24 DOC REL 04 - 50% CD
SS
600
02/09/24 DOC REL 03 - PRICING
OH
01/22/24 DOC REL 02 - DD
PROPOSED 0
SS
1.0% 1.0% 60 REV DATE DOC REL ## - DESCRIPTION
OH
FFE=597.71
7.7%
7.4%
SS
601
5
0.3
OH
60
0.6 4
601
60 01.1
4
.50
PROJECT # 2300029
6
9
601
SS
1.1
60
OH
PROJECT MANAGER M. VANWIENEN
9
0.8
6
7
1.9
SS
1.3
Designer
60
5.0% DESIGNED BY
60
60
602
OH
OH
6
1.8
DRAWN BY Author
OH
60
SS
OH
7
3.4% 2.0%
2.3
OH
QUALCHECK Checker
60
8
OH
OH
1.7
7
SHEET TITLE
2.2
SS
60
6
4
60
3.2
3.3
OH
OH
6.2%
60
60
9
2.7
2.4%
OH
603
60
DETAILED
OH
SS
5B .69
5B
5B
5B
5B
OH
.3 2
3.3
3.3
3.3
3.3
3 OH
60
60
4
GRADING PLAN
2.5
60
60
OH
60
60
GHAFARI ASSOCIATES © 2023
60
Project Manager
SS
60
5T
5T
SHAW WALKER The Surveyor's /
3
6.3
.81
6.3
OH
RYAN T. YSSELDYKE, P.E.
60
5B B
60
Engineer's liability for any
.35
5B
5B
5B
OH
3.3
OH
OH
3.3
3.3
3.3
3
60 60 OH and all claims, including
SS
6
60
60
60
3.2
60
OH
but not limited to those
60
4.2
7T
5T
5T
5T
5T
3
6.3 arising out of the
6.3
6.3
6.3
6.3
OH
OH
60
60
60
60
60
60
SS
60
60
60
60
60
Drawn by Surveyor's / Engineer's
6.0
5.6
5.9
6.2
6.2
6.0
902 WASHINGTON AVE
0
3
4
4
0
7
4
professional services,
5
60
3.5
STEVEN A. MORRIS
60
OH
OH
60
5.6
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
6
SS
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766 C-201
9
6
4.7
4.3
OH
OH
www.hollandengineering.com
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W be deemed limited to an
60
60
SS
SHEET NUMBER
amount no greater than T 616-392-5938 F 616-392-2116
CITY OF MUSKEGON, MUSKEGON CO., MI. the service fee.
OH
OH
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
ST
SS
ST
SS
OH
G
ST
SS
ST
SS
OH
8
3.3
ST
SS
ST
59
SS
Parkland Properties
G
75 W Walton Ave., Suite A,
ST
SS
ST
OH
SS
Muskegon, MI 49440
ST
SS
ST
G
OH
SS
231-722-7001
0' 10' 20' 40'
ST
SS
ST
2.4%
OH
https://parklandmi.com/
SS
SCALE 1" =20'
ST
G
ST
OH
SS
5
8
9
59
59
4.4
4.3
ST
ST
3.6
4B
4B
4B
9B
6B
59
59
OH
7T
2.4
2.4
2.4
2.6
2.9
7B
SS
5.6
59
59
59
59
59
59
594
G
4
ST
4T
4.4
7T
ST
4
59
0
59
59
4.4
5.2
1
591
OH
593
0
592
592
590
4.9
593
59 59
59
59
59
59
59
59
SS
594.4
594.6
4.4
4.9
59
59
4.4
4.4
4.4
4.4
5.6
6
4T
6T
4
4
4
4
7
ST
ST
ST
4
OH
ST
4.4
SS
59
ST
3.5
59
ST
G
59
0B
1.0%
4.0
5
4.5
ST
0B
1.0
59
OH
1.6 % 1.1
596
1
ST
% % %
1.8%
5.6
% 1.0 1.3
% 1.1
SS
7
9
1.7%
3.5
8
59
6.2
5.9
59
4.9
%
5.4
59
59
ST
59
1.9%
9
OH
6
6
59
G
6.1
37 OTTAWA NW
ST
595
595
SS
59
59
594
4
595
8
59
59 SUITE 700
4
6.4
ST
1.8% 2.0%
595
4
596
59
OH
GRAND RAPIDS, MI 49503-2900 USA
ST
3
6.0
SS
8
6.3
59
TEL +1.616.771.0909
9
5.4
ST
59
.59
4
1
.20
8
0
2
.23
7
3
.20
1
0
5
.80
5
3.0%
2.9%
59
2.6
4.5
4.8
3.6
4.2
4.8
5.3
5.2
3.7
4.2
4.9
4.5
9
G
OH
7
6.6 www.ghafari.com
5
5.3
94
94
95
94
94
%
6.2
59
59
59
59
59
59
59
59
59
59
59
ST
55
65
85
85
45
59 2.1% 1.3% 3.4% 1.7% 1.7% 1.8%
59
SS
8
8
6
8
4
4
59
4.6
4.8
4.3
5.1
5.1
4.3
4.3
4.7
4.7
4.3
4.7
59
59
59
59
59
59
59
59
59
59
59
ST
9
4
8
4
8
2
OH
6.5
4.7
4.6
5.3
4.6
4.9
ST
4
59
6.4
59
59
59
59
59
SS
59
2
4.9
ST
G
597
59
OH
596
ST
SS
9
2.4%
5.8
59
ST
59
595 595
OH
5
ST
SS
G
ST
OH
ST
SS
ST
OH
1.8%
ST
SS
G
ST
6
596 CONSULTANT INFORMATION
7.4
2.0%
ST
59
59
SS
OH
6
7
596
3.2%
7.5
596
597
ST
596
7
596
59
7.7
ST
59
G
ST
SS
OH
592
%
2.9
3.1
3.0
ST
%
%
8
7.3
3.1%
2.8%
2.7%
2.7%
2.3%
OH
59
SS
2.7%
%
ST
ST
3.0
ST
G
3.0
8
8.0
OH
SS
%
ST
59
593
ST
ST
OH
597
ST
SS
2.0%
ST
597
ST
597
G
597 597 594
597
8.4 90
ST
595
OH
3
59 98.
0
8.2
SS
ST
5
ST
59
ST
OH
1.0%
SS
ST
G
ST
26
600
.26
.
600
1.0%
OH
ST
SS
ST
598
ST
ST
OH
G
598
SS
ST
ST
ST
59
59
59
598
59
59
8.7 04
598 ST
8.3
8.3
7.1
7.7
7.6
59 99.
0
OH
4
1.0%
598 598
8.3
598
ST
0
0
2
1
1
SS
ST
5
59
ST
ST
ST
9
7.6
8
2
8
2
5
2
7
2
8
2
5
1.0% 1.0% 1.0% 1.2% 1.1%
7.9
8.2
7.9
8.2
7.9
8.2
7.9
8.2
7.9
8.2
7.9
59
G
59
59
59
59
59
59
59
59
59
59
59
OH
3
3
3
3
3
598 596
3
7.8
8.4
7.8
8.4
7.8
0.3%
8.4
SS
ST
0.3%
59
59
59
59
59
59
ST
OH
SS
ST
G
7
ST
8.3
1.0%
OH
59
SS
ST
597
ST
OH
SS
ST
599
G
599 599 REGISTRATION SEAL
ST
599 599 599
OH
SS
ST
59
1.0%
.60
599 600
9.9
6
.3 .86
600
2
0.8
ST
6
6
OH
60
9.2
598
1.0%
8.8 98.7 .27
SS
ST
G
2
59
3
7
9.3
5 99
3.8%
8.5
5
59
59
ST
60 600.90
0
599.9 7
1
6
0.9
9.3
8.9
OH
0.6
1
5
60
59
8.6
59
3.3%
SS
ST
0
59
59
3.3%
0
ST
8.8
7.5% 2.0% 1.0%
%
1.0% 599 600
OH
3.8
59
G
3.6%
%
3.1%
ST
3.4
3.4
1
6
1.9%
8.7
8.9
%
%
SS
600
59
ST
59
3.4
3.2
600 600
2.6%
600
OH
3.4
3.6%
%
ST
0
3.6%
1
8.9
600
9.0
%
599
59
59
SS
599
ST
G
9.2 2
OH
59 99.7
2
ST
3
.98
9.1
5
7
9.7
SS
8
59
ST
59
59
ST
ST ST
OH
ST
SS
600
ST
G
601
OH
1.0%
0
SS
60
ST
1.0% 1.0% 601 601 601 600 601 601
OH
7.7%
7.4%
G
SS
601
5
ST
0.3
OH
60
0.6 4
601 601
60 01.1
4
.50 .50
6
9
601
SS
1.1
ST
60
OH
602 602
60
60
60
60
60
9
G
1.6
1.9
1.6
1.9
1.6
0.8
6
6
7
2.5
1.9
SS
1.3
9
7
9
7
9
ST
60
5.0%
60
60
60
602
9
9
9
9
9
9
9
9
9
9
OH
60
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
OH
6
1.9
1.8
60
60
60
60
60
60
60
60
60
60
OH
5
9
9
.09
.09
.09
60
2.0
2.0
SS
ST
OH
2
2
2
7
60
60
60
60
60
3.4% 2.0%
2.3
602
OH
602 602 602 602
60
G
8
OH
OH
1.7
7
2.2
SS
ST
60
6
4
603
60
3.2
3.3
OH
OH
6.2%
60
60
.00
9
3.5%
2.7
2.4%
3
OH
603
60
60
OH
SS
ST
3.3%
3.3%
5B
2.2
9
%
G
OH
3.3%
2.4 %
2.6
2.2 %
3.3%
2.2
3.3
4 2.3 2.3 %
3.3%
OH
2.5 %
60
60
%
OH
60
ST
SS
60
5T
3.8
6.3
OH
1
60
5B
OH
OH
OH
3.3
ST
OH
SS
.26
60
603 603 603 603 603
60
60
G
4.2
3
3
OH
60
3
5T
OH
6.3
OH
OH
60
60
5.6
SS
OH
3 604
60
60
60
ST
OH
4
3.5
3.5
3.5
5
0
0
0
0
0
0
60
3.5
3.5
3.5
3.5
3.5
3.5
3.5
60
0
0
0
OH
OH
OH
60
60
60
60
60
60
60
5.6
605
6
SS
G
OH
ST
OH
6
9
OH
4.3
4.7
OH
OH
OH
60
60
SS
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
ST
606
OH
OH
G
SS
UE
ST
OH
OH
SS
ST
SS
ST
SS
ST
OH
SS
ST
SS
ST
OH
A 06/24/24 DOC REL 09 - ADDENDUM A
06/03/24 DOC REL 07 - IFB
04/22/24 DOC REL 05 - 85% CD
03/11/24 DOC REL 04 - 50% CD
02/09/24 DOC REL 03 - PRICING
01/22/24 DOC REL 02 - DD
REV DATE DOC REL ## - DESCRIPTION
PROJECT # 2300029
PROJECT MANAGER M. VANWIENEN
DESIGNED BY Designer
DRAWN BY Author
QUALCHECK Checker
SHEET TITLE
DETAILED
GRADING PLAN
GHAFARI ASSOCIATES © 2023
Project Manager
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
and all claims, including
but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
C-202
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
TIE-IN TO EX. SAN. MH 1537 Parkland Properties
CORE (1) 8" HOLE @ ELEV = 585.29± 75 W Walton Ave., Suite A,
VERIFY INVERT & STRUCTURE
CONDITION PRIOR TO CONSTRUCTION
Muskegon, MI 49440
231-722-7001
https://parklandmi.com/
OH
OH
SAN MH #1537
SS
PROP. WATER SERVICE
FOR FIRE PROTECTION
OH
SS
TIE-IN TO EX. WATERMAIN
SS
OH
SS 588
SS OH
OH 588
SS
OH
OH
OH
G
OH
OH
SS
OH ST
SS
OH
OH ST
ST
OH
5
ST
SS
90
W. W
OH
OH
OH
EST ST ST 0' 20' 40' 80'
SS
ERN AVE
OH
+ OH
37 OTTAWA NW
SS
OH
589
N
OH
UE
G
OH
FFE=595.33 SUITE 700
SS
ST
OH
PROPOSED + OH
ST
ST
OH
G SCALE 1" =40'
SS
TOWNHOUSE FFE=593.64 OH
GRAND RAPIDS, MI 49503-2900 USA
SS
OH
PROPOSED OH
OH
ST ST
TEL +1.616.771.0909
(2 UNITS) OH
SS
ST
OH
FDC LOCATION OH
www.ghafari.com
SS
OH ST
OH
SS
OH
ST
PROPOSED
ST
OH
OH OH
EX. FDC OH
SS
ST
ST
OH
FFE=595.00 LOCATION FFE=595.11 + OH OH
OH
8' OH OH OH
SS
OH OH
ST
SS
SS
ST
59
0
591
SS
PROP. 8" SAN INV = 587.15
SS
PROP. 78 LF 8" SDR-26
OH
ST
SS
@ BUILDING SANMH #1537
SS
ST
PVC SAN. SEWER @ 2.0%
59
SS
SAN MH #1536 0
SS
OH
ST
SS
SS
ST
592
SS
SS
OH
ST
SS
SS
PROPOSED
ST
591
FFE=595.00 A
SS
SS
OH
ST
ST
SS
SS
ST
PROP. 4' DIA SAN. MH B PROP. 4' DIA SAN. MH A CONSULTANT INFORMATION
SS
SS
OH
ST
ST
RIM = 594.00 RIM = 595.50
SS
FFE=595.35 +
SS
ST
8" INV NW = 586.85 PROP. 255 LF 6" SDR-26 12" INV E = 587.24
SS
PROP. SANITARY CLEANOUT 2
SS 8" INVSSE = 586.95 593 59 8" INV S = 587.34
OH
PVC SAN. SEWER @ 1.0%
ST
ST
SS SS SS SS
SS
8" INV = 589.98 PROPOSED
SS
ST
FUTURE 8" INV W = 587.34
PROP. 9 LF 8" SDR-26
SS
COURTYARD FFE=595.80
OH
ST
ST
ST
ST
594 PVC SAN. SEWER @ 1.0%
SS
PROP. 20 LF 8" SDR-26
SS
ST
PVC SAN. SEWER @ 1.0% PROP. GREASE INTERCEPTOR
SS
SEE PLUMBING PLANS A
OH
ST
ST
ST
59
SS
PROP. 27 LF 12" SDR-26
3
SS
ST
PVC SAN. SEWER @ 0.40%
SS
OH
PROP. 33 LF 6" SDR-26
ST
ST
ST
SS
G
SS
ST
PVC SAN. SEWER @ 1.0%
PROP. 2 FT HIGH
SS
+
ST
+ SAN MH #2035
ST
ST
405 LF RETAINING WALL
SS
FFE=595.36
SS
ST
FFE=595.43
OH
SS
G
ST
ST
ST
PROP. 195 LF 6" SDR-26
SS
SS
ST
PVC SAN. SEWER @ 1.5%
OH
595
ST
ST
ST
SS
5
59
SS
ST
PROP. 6" SAN INV = 590.45
594
OH
G
591
1
592
590
0
593
592
593
@ BUILDING 59 59
ST
ST
ST
SS
SS
ST
ST
PROPOSED PROP. WATER SERVICE TIE-IN TO EX. SAN. MH 2035
OH
FFE=595.80 FOR FIRE PROTECTION + 596 CORE (1) 12" HOLE @ ELEV = 587.13±
ST
ST
FFE=595.43
PROP. 6" SAN INV = 590.45
SS
ST
ST
TIE-IN TO EX. WATERMAIN SAN MH #2141 VERIFY INVERT & STRUCTURE
G
596
ST
PROPOSED
SS
OH
@ BUILDING
595
PROPOSED CONDITION PRIOR TO CONSTRUCTION
FDC LOCATION
ST
ST
FFE=595.80
SS
ST
ST
SS
OH
EX. FDC FFE=596.15 +
ST
EX. FDC PROP. SANITARY CLEANOUT
ST
LOCATION PROPOSED
G
597
SS
ST
596
SAN MH #4615 LOCATION FFE=597.71 8" INV = 587.43
ST
SS
OH
12
ST
ST
PROP. 167 LF 8" SDR-26
SS
ST
ST
SS
OH
G G G G G G PVC SAN. SEWER @ 2.0%
ST
G
STST
PROPOSED 597
ST
ST
SS
FFE=597.71 REGISTRATION SEAL
597
ST
SS
G
ST
OH
592
OH
ST ST ST
ST
SAN MH #2648
598 STREET
ST
G
ST
SS
ST
OH
SS
ST
FFE=597.70 + 593
G
PROP. SANITARY CLEANOUT
SAN MH #2659 8" INV = 590.68 594
ST
ST
595
OH
ST
OH OH OH OH OH
SS
G
+
G
PROPOSED
ST
ST
OH
FFE=598.08
ST
598
FFE=597.71
SS
DIVISION
OH
ST
ST
ST
OH
PROP. 6" SAN INV = 590.73 ST
G
SS
ST
G
@ BUILDING 596
ST
OH
PROP. 4 LF 6" SDR-26
ST
PROP. 120 LF 8" SDR-26
SS
A PVC SAN. SEWER @ 1.0%
OH
PVC SAN. SEWER @ 2.0%
G
597
ST
OH
ST
G
SS
ST
OH
598
ST
G
OUTDOOR
SS
COURTYARD
ST
PROP. 8" DIA. WATER SERVICE SAN MH #2694 599
OH
G
ST
FOR FIRE PROTECTION
G
OH
TIE-IN TO EX. WATERMAIN 599
SS
599
ST
PROP. SANITARY CLEANOUT
OH
ST
C
ST 8" INV = 593.07
SS
600
G
PROPOSED PROP. 4 LF 6" SDR-26
OH
G
ST
FDC LOCATION PROPOSED PVC SAN. SEWER @ 1.0% 6 00 600
OH
FFE=597.71 601
SS
OH
ST
C
601
602
G
G
WINDOW WELL &
SS
602
OH
ST
OH
ACCESS STAIRS
PROP. 6" SAN INV = 593.11
OH
SEE ARCH. PLANS
OH
SS
OH
@ BUILDING 603
C
G
OH
ST
OH
603
OH
G
SS
ST
OH
G
OH
OH
OH
SS
OH
604
4
60
OH
+ 605
G
+ SAN MH #15002
ST
OH
OH
OH
FFE=597.73 FFE=597.71
SS
OH OH OH
G
OH OH OH OH OH OH OH OH OH OH OH OH
606
OH
ST
OH
OH
SS
G
PROPOSED
ST
SS
FFE=597.71
OH
ST
G
OH SS
ST
SS
FFE=609.68
G
+
OH
ST
OH SS
ST
G
SS
ST
A 06/24/24 DOC REL 09 - ADDENDUM A
06/03/24 DOC REL 07 - IFB
04/22/24 DOC REL 05 - 85% CD
03/11/24 DOC REL 04 - 50% CD
02/09/24 DOC REL 03 - PRICING
01/22/24 DOC REL 02 - DD
REV DATE DOC REL ## - DESCRIPTION
PROJECT # 2300029
PROJECT MANAGER M. VANWIENEN
DESIGNED BY Designer
DRAWN BY Author
QUALCHECK Checker
SHEET TITLE
SITE UTILITY PLAN
GHAFARI ASSOCIATES © 2023
Project Manager
RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's /
Engineer's liability for any
and all claims, including
but not limited to those
arising out of the
Drawn by Surveyor's / Engineer's
STEVEN A. MORRIS 902 WASHINGTON AVE professional services,
negligence, gross
MUSKEGON, MICHIGAN 220 Hoover Boulevard
HEI Project Number misconduct, warranties or
misrepresentations shall Holland, Michigan 49423-3766
www.hollandengineering.com
C-301
23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W
CITY OF MUSKEGON, MUSKEGON CO., MI.
be deemed limited to an
amount no greater than
the service fee.
T 616-392-5938 F 616-392-2116
SHEET NUMBER
0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000'
1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0"
0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64'
112"=1'-0" 1"=1'-0" 3
4"=1'-0"
1
2"=1'-0"
3
8"=1'-0"
1
4"=1'-0"
3
16"=1'-0"
1
8"=1'-0"
3
32"=1'-0"
1
16"=1'-0"
1
32"=1'-0"
CASTING AS SPECIFIED
8" MAX.
MAX. 1'-6"
24" I.D. PRECAST CONCRETE
ADJUSTING RINGS AS REQ'D
(1 MIN. - 5 MAX.)
A
HANDRAIL
PRECAST CONCRETE
ECCENTRIC CONE Parkland Properties
SECTION W/ TONGUE AND GRADE TO DRAIN SURFACE
GROOVE JOINT
BENCH & FLOW CHANNELS
36" MINIMUM
WATER AWAY FROM THE WALL 75 W Walton Ave., Suite A,
2' MAX.
EJ 1040A CASTING SET OR EQUALLY
APPROVED W/ SOLID COVER SOLVENT WELD TO THREAD Muskegon, MI 49440
ADAPTER W/PLUG (TYP)
APPROVED MANHOLE
STEPS 15" O.C. 24" I.D. PRECAST CONCRETE
ADJUSTING RINGS AS REQ'D
GRADE M.H. LID & FRAME E.J. #1566
OR EQUALLY APPROVED
PAVEMENT SECTION
231-722-7001
(1 MIN. - 5 MAX.)
SETBACK = 1 8" 5
MOVE BLOCKS FORWARD DURING
INSTALLATION TO ENGAGE SHEAR KNOBS
https://parklandmi.com/
PAVEMENT / GRADE
NOTE: CATCH BASINS & YARD EXPOSED WALL (HEIGHT (TYP.)
RETAINED SOIL
DRAINS WITH DEPTH LESS VARIES
THAN 4' FROM TOP OF CASTING PER 6" THICK 3,000 P.S.I. CONCRETE 4' MAX.)
TO INVERT OF STORM PIPE PLAN
PRECAST MANHOLE SECTIONS IN ACCORDANCE ONE LAYER NON-WOVEN
MAY BE CONSTRUCTED WITH 6" MIN. BURY GEOTEXTILE FABRIC
WITH ASTM C478, GASKETS IN ACCORDANCE WITH
CONCENTRIC CONE SECTIONS DEPTH
ASTM C923 WITH BITUMINOUS SEAL COATED POLYMER COATED STEEL STEPS (TYP)
W/OUT STEPS PEA GRAVEL
VARIES
4' DRAINSTONE (AASHTO # 57 OR EQUAL)
EXTERIOR. DRYCAST MANHOLES ARE NOT ALLOWED.
1'-4" TO EXTEND AT LEAST 12" BEHIND BLOCKS 50% TO 65% OF BASE ALIGNED IN DIRECTION OF TRAVEL AND
(TYP.) 1.6" TO 2.4" PERPENDICULAR (OR RADIAL) TO GRADE BREAK
41" DEEP SOLID MIDDLE
STORM SEWER BLOCK (TYP.)
41" DEEP SOLID 1.6" TO 2.4"
PRECAST CONCRETE FLEXIBLE CORE & SEAL BOOT AS 0.2" 24"
MANUFACTURED BY KOR-N-SEAL OR 4' BOTTOM BLOCK
MANHOLE SECTIONS ASTM PROPOSED SANITARY
C-478 W/ TONGUE AND EQUIVALENT FORMED INTEGRAL WITH MANHOLE LATERAL 0.65" MIN
REMOVE TOP HALF OF SEWER LATERAL
GROOVE JOINT SECTIONS (STANDARD) OR NON-SHRINK GROUT 4" DRAIN TILE
FOR PLACEMENT OVER EXISTING PIPE. (OUTLET TO DAYLIGHT) 0.9" TO 1.4" WIDTH OF B.F. RAMP
4"
2' SUMP 8" LEVELING PAD 0.65" MIN
COMPACTED SAND
BACKFILL UNDER (AASHTO #57 OR EQUAL)
NOTE: DOME SECTION DOME SPACING DOME ALIGNMENT
OUTLET PIPE
FOR LAWN AREAS OMIT M.H. LID, FRAME AND COVER. 37 OTTAWA NW
PRECAST CONCRETE MANHOLE BASE
PRECAST CONCRETE
MANHOLE BASE
PROVIDE 4 INCHES MINIMUM COVER OVER PLUG. PLACE
12" OF #4 REBAR NEXT TO RISER PIPE TO AID IN
SUITE 700
4" COMPACTED SAND LOCATING CLEAN OUT. GRAND RAPIDS, MI 49503-2900 USA
4" COMPACTED MDOT
CLASS II SAND COMPACTED SUBGRADE
TEL +1.616.771.0909
www.ghafari.com
COMPACTED SUBGRADE SAMPLING MANHOLE SANITARY LATERAL CLEAN OUT RETAINING WALL BARRIER FREE DETECTABLE WARNING STRIP
D2 D3 D4 D5
CASTING AS SPECIFIED
4' DIA. CATCH BASIN CASTING AS SPECIFIED
D1 1:50 MAX. CROSS
PITCH TYP. LINE OF TOP OF WALK BEYOND 24" I.D. PRECAST CONCRETE
TOOLED CURB JOINT ADJUSTING RINGS AS REQ'D
6" (1 MIN. - 5 MAX.)
4" THICK CONCRETE 24" I.D. PRECAST CONCRETE
A ASPHALT 3" WALK. SEE PLAN VIEW. ADJUSTING RINGS AS REQ'D
(1 MIN. - 5 MAX.)
3"
PITCH IN 2'-0" ASPHALT 6X6 WWF REINFORCING CONSULTANT INFORMATION
PAVEMENT
1'-0" PRECAST CONCRETE ECCENTRIC
6" 4" MIN. COMPACTED SAND BASE CONE SECTION W/ TONGUE AND
PROVIDE CONTROL JOINTS EVERY 10' AND 5 1/2" 18"
EXPANSION JOINTS EVERY 50' (TYP.) 6" GROOVE JOINT
2 #4 BARS CONT.
2"R APPROVED MANHOLE
TOPSOIL SECTIONAL VIEW BARRIER FREE PARKING SIGN SHALL BE
STEPS 15" O.C.
DESIGNED AND SIZED IN ACCORDANCE
6"
APPROVED MANHOLE STEPS 15" O.C.
1 3/8"
1'-6"
WITH CURRENT ADA STANDARDS
14"
2"R
6' 6' MINIMUM 6'
9"
3,500 PSI CONC. CURB AND WALK CONC WALK FLUSH CURB AND WALK PARKING PER
SLOPE UP WITH PAVEMENT SLOPE UP PLAN
4" MIN. COMPACTED PER NOTE: CATCH BASINS & YARD DRAINS WITH
$250 FINE PLAN
6"
SAND CUSHION DEPTH LESS THAN 4' FROM TOP OF
MINIMUM CASTING TO INVERT OF STORM PIPE MAY 2'
NOTE: CATCH BASINS & YARD DRAINS WITH
NOTE: BE CONSTRUCTED WITH CONCENTRIC
DEPTH LESS THAN 4' FROM TOP OF
SEE GRADING PLAN FOR MAINTAIN BOTTOM OF CONCRETE 12" CONE SECTIONS W/OUT STEPS
VAN CASTING TO INVERT OF STORM PIPE MAY 4'
6"
SPOT GRADES AT RAMPS. MIN. BELOW FINISH GRADE ACCESSIBLE BE CONSTRUCTED WITH CONCENTRIC
ELEVATION CONE SECTIONS W/OUT STEPS STORM SEWER
2" SQUARE STEEL TUBE. WELD CAP PLATE
COMPACTED SUBGRADE TO TOP. PRIME WITH ONE COAT PRIMER
24" WIDE DETECTABLE WARNING AND TWO COATS DARK BRONZE ENAMEL PRECAST CONCRETE MANHOLE
STRIP. SEE DETECTABLE WARNING SECTIONS ASTM C-478 W/
HEAVY BROOM FINISH STRIP DETAIL. TONGUE AND GROOVE JOINT
PERPENDICULAR TO TRAVEL PRECAST CONCRETE MANHOLE
SECTIONS ASTM C-478 W/ TONGUE
2' SUMP
PITCH OUT
60" MIN.
AND GROOVE JOINT COMPACTED SAND
(TYPICAL) CROSS PITCH
2'-0" ASPHALT 1:50 MAX. CROSS BACKFILL UNDER
PAVEMENT PITCH OUTLET PIPE
STORM SEWER
PRECAST CONCRETE