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Town of Timnath Planning Commission
Regular Meeting Tuesday, January 3, 2017 at 6:00 p.m.
Regular Meeting will be held at the Timnath Administration Building, 4800 Goodman Street, Timnath, Colorado
1. Regular Meeting Call to Order
a. Roll Call Chairperson Philip Goldstein
Vice Chairperson Kristen Seidel Commissioner Donald Risden Commissioner Scott Roys
Commissioner Dick Weiderspon Alternate Marty Jost Alternate Don Nohavec
2. Amendments to the Agenda
3. Administrative
a. Determination of Alternate Voting (if necessary)
4. Public Comments a. Public Comment is a time for the Public to address the Planning Commission on
any item that is not on the agenda as a public hearing.
5. Consent Agenda a. Approval of the November 1, 2016 Planning Commission Meeting Minutes
6. Business and Discussion Items
a. Timnath Beerwerks Conditional Use-Public Hearing b. Land Use Code Amendments – Public Hearing
7. Reports (if available)
a. Commissioner Reports b. Town Manager c. Town Planner d. Town Engineer
8. Adjournment
Town of Timnath Planning Commission
Regular Meeting Minutes Tuesday, November 01, 2016 at 6:00 p.m.
Regular Meeting was held at the Timnath Administration Building, 4800 Goodman Street, Timnath, Colorado
1. Regular Meeting Call to Order
Chairperson Goldstein called to order the meeting of the Planning Commission on Tuesday, November 1, 2016 at 6:00 p.m. Present
Chairperson Philip Goldstein Vice Chairperson Kristen Seidel Commissioner Scott Roys
Commissioner Donald Risden Commissioner Dick Weiderspon
Alternate Marty Jost Alternate Don Nohavec
Others in attendance April Getchius, Town Manager
Brian Williamson, Town Planner Matt Blakely, Town Planner Kevin Koelbel, Town Planner Don Taranto, Town Engineer Jim Birdsall, TB Group Craig Harrison, Harrison Resource Edward & Cathy Settle, Resident Bob & Maryann Bjorwen, Resident
2. Amendments to the Agenda
None
3. Administrative a. Determination of Alternate Voting (if necessary)
i. All commissioners are present
4. Public Comments a. Public Comment is a time for the Public to address the Planning Commission on
any item that is not on the agenda as a public hearing. i. None
5. Consent Agenda
a. Approval of the September 6, 2016 Planning Commission Meeting Minutes. i. Chairperson Goldstein seeks a motion for approval of the September 6,
2016 Planning Commission Meeting Minutes. ii. Commissioner Risden makes a motion for approval.
iii. Commissioner Weiderspon seconds the motion. iv. Motion passes unanimously by 5-0 voice vote.
6. Business and Discussion Items a. Riverbend Sketch Plan -Public Hearing
i. Matt Blakely introduces the item as detailed in the staff report. ii. Jim Birdsall introduces the project and states that the property was
annexed and zoned with a conceptual plan 8 years ago and throughout that time changes have been made to the plan. With the annexation agreement that was approved the uses presented were allowed through that annexation agreement. The uses will be decided based on the sewer capacity, but the capacity could be less in the future based on uses throughout the line. The uses of an urban village, retail, restaurant has been a primary vision of the property. These uses require a higher density to thrive. The original design showed for the residential on the south side, but the idea is to bring it closer to the commercial with the hope of mixed use on the south side. The detail shown on the plan is more of a concept as the layout of the future tenants will change based on what tenants want.
iii. Chairperson Goldstein opens public comment. iv. Edward Settle, has a question about the Poudre River Trail and where the
location of it will be going? v. Bob Bjorwen, has concerns about the Poudre River Tail and the exact
location and get clarification to where it will end up. vi. Chairperson Goldstein closes public comment.
vii. Chairperson Risden has a question to if there are any businesses interested in the property to promt the changes?
viii. Jim Birdsall states that there has been interest from both the residential and commercial side.
ix. Vice Chair Seidel wants to know the difference between the 2008 concept plan and the current sketch plan.
x. Jim Birdsall mentions that the addition of community facilities and that the original concept plan had the bulk of the residential on the south side and the new plan has it up closer to the retail and restaurant.
xi. Vice Chair Seidel is curious about if the southern and middle potion would be all residential.
xii. Jim Birdsall states that the intention is that the south will be commercial and that the sewer master plan wouldn’t allow for all residential so the constraint will be put on residential.
xiii. Vice Chair Seidel asks if the commercial will be kept since the original plan was to keep commercial on the property.
xiv. Alternate Jost asks that if the property is driven from market demand that the market is leaning towards residential and not commercial.
xv. Jim Birdsall states that commercial is still needed along the I-25 front and will still be sought after.
xvi. Mr. Blakely states that the north half of the property is zoned commercial and the south half was mixed use which was 20 acres. The proposed residential is now 9 acres instead of the 20.
xvii. Chairperson Goldstein asks what kind of residential is proposed xviii. Jim Birdsall states that a higher end apartments is the residential being
proposed. xix. Chairperson Goldstein asks if there would be any chance of condo’s xx. Jim Birdsall states that with the current laws in affect that there would
not be any condos at this point. xxi. Alternate Nohavec asks if the sewer master plan would be allowed to
expand the residential area.
xxii. Jim Birdsall states that there is enough capacity for the residential and the commercial at this point and the mixed use will have to be looked at during a future date.
xxiii. Mr. Taranto states that there is a peaking effect between commercial and residential and when the sewer gets used from each use. This sewer master plan is also being looked at and being updated. Multi-Family wasn’t a contemplated used during a master planning which was originally contemplated as single family residential.
xxiv. Mr. Blakely responds to Mr. Settle & Bjorwen’s question about the Poudre River Tail as that the alignment through the Riverbend property is correct. As for the alignment through the county properties the Prost Plan shows the alignment being contemplated along the east side of properties along 3F and that the exact alignment will be a collaboration between the Town and the County.
xxv. Craig Harrison states that there is an agreement with the Town that states the trail exits the property at the southeast corner of the property and that it won’t go along 3F south of the Riverbend property.
xxvi. Vice Chair Seidel asks if the surrounding properties are in the County or the Town?
xxvii. Mr. Blakely states that the Riverbend portion is the only piece in the Town limits.
xxviii. Vice Chair Seidel has a question about buffering to those county properties?
xxix. Jim Birdsall states that the buffering will come at the site plan process, and that the owner is aware that buffering will be required.
xxx. Mr. Williamson states that once each property develops that staff will look closer at the buffering to surrounding properties.
xxxi. Alternate Jost asks if there will be a traffic signal at Signal Tree and Harmony Rd?
xxxii. Mr. Williamson states that a full signal will be put at that intersection near the end of the year.
xxxiii. Chairperson Goldstein seeks a motion for approval of the Riverbend Sketch Plan.
xxxiv. Vice Chair Seidel makes a motion for approval. xxxv. Commissioner Risden seconds the motion.
xxxvi. Motion passes unanimously by 5-0 voice vote.
7. Reports (if available)
a. Commissioner Reports i. Chairperson Goldstein has seen the sign being proposed on the Harmony
Road Bridge and it looks great and can’t wait to see it be installed. He also commends staff on the Reservoir open house and that it was well attended.
b. Town Manager c. Town Planner
i. There is a Northern Colorado Open Space Board meeting on November 9th and Planning Commission is more than welcome to attend.
ii. There is no meeting on the 15th of November. d. Town Engineer
8. Adjournment
a. Chairperson Goldstein seeks a motion to adjourn. b. Vice Chair Seidel moved to adjourn the meeting. c. Commissioner Weiderspon seconded the motion. d. Motion passed unanimously by 5-0 voice vote.
Chairperson Goldstein adjourned the November 1, 2016, Planning Commission meeting at 6:56 p.m.
TOWN OF TIMNATH PLANNING COMMISSION ___________________________________ Philip Goldstein, Chair ATTEST: _________________________________ Kevin Koelbel
PLANNING COMMISSION COMMUNICATION
Meeting Date: 1/3/2017
Item: Conditional Use Permit for Timnath Beerworks, a micro-brewery located at the Feed & Grain, 4138 Main Street.
Presented by: Matt Blakely EXECUTIVE SUMMARY: Conditional Use Permit application to allow for a micro-brewery at the Feed &
Grain which is in the B (Business) zoning district. The brewery will renovate units C & D of the Feed & Grain and turn them into the brewery and tasting room. The use being proposed, Micro-Brewery, is a permitted use in the Business zoning district as a conditional use. Therefore the applicant is requesting a conditional use permit to allow the Micro-Brewery. The hours of operation are intended to be 12:00 p.m. to 8:00 p.m. 6 days per week. There will not be any food cooked or prepared on site, but the applicant has suggested that they may team up with local food trucks to provide food for customers.
STAFF RECOMMENDATION: Staff recommends the approval of the conditional use with the conditions: -The hours of operation cannot exceed 9 p.m.; -The number of food trucks cannot exceed 1 at a time unless a special events permit is issued by the Town; -The food trucks can only utilize the Feed & Grain property or 3rd Ave west of the alley; -Food truck operation is limited 11:00 a.m. to 7:30 p.m. unless a special events permit is issued by the Town; -Any outside music cannot exceed 7:30 p.m. -Future conditions may be brought up by Planning Commission or Town Council KEY POINTS/SUPPORTING INFORMATION: Owner: Charlie Bay Applicant: Craig Miller Legal Description/address: 4138 Main St. Application Type: Conditional Use Case Number: CU-2016-001 Parcel Size (Acres): .66 ac Building total (SF): 8,348 Existing Zoning: B - Business Proposed Zoning: Business w/ Conditional Use Existing Land Use: Vacant Building Proposed Land Use: Micro-Brewery Process Schedule
Task Description Date Application Submitted 10/31/2016
Acceptance of Application 10/31/2016
Referral Agency Notification Referral comments were due by 11/11/2016 10/31/2016
Comments Issued 11/18/2016
Planning Commission Public Hearing 1/3/2017
Town Council Public Hearing 1/10/2017
SERVICES:
Water: Fort Collins – Loveland Water District Sewer: South Fort Collins Sanitation District Fire: Poudre Fire Authority Special Districts: None
Adjacent Zoning/Land Uses:
Direction Zoning Land Use North B Timnath Post Office South R-1 Single-Family Residential East MU Vacant West R-1 Single-Family Residential
Application Description: Site Location & Layout: The project is proposed at 4138 Main St., which is currently zoned B, Business. There are 18 total parking spaces (1 ADA compliant). The required parking for this use is 29 spaces. In the Business zoning district on site parking is not required. This use will utilize some on site parking and will utilize Main Street, 3rd, and Kern Street and overflow parking.
Conditional Use Review Criteria (Land Use Code 2.9.8.8): In addition to all requirements of this Code, the site plan must meet the following review criteria:
A. The proposed conditional use shall comply with all regulations of the applicable zoning district unless accompanied by a variance approval in a separate action.
Response: This conditional use conforms with the Business zoning district as it is utilizing an existing structure that meets the zoning requirements
B. The proposed conditional use shall conform to the character of the area within the same zoning
district in which it is located. The use shall have no more adverse effects on health, safety, or welfare of the surrounding properties, or shall be no more injurious to property or improvements in the area than would any other use generally permitted in the same district. In making such a determination, consideration shall be given to:
1. The location, type, and height of buildings or structures; 2. The type and extent of landscaping and screening on the site; and
3. Whether the proposed use in consistent with any policy of the comprehensive plan that
encourages mixed use and/or densities. Response: This conditional use does not have adverse effects on health, safety or welfare to the surrounding properties. The use will be within an existing building which has an approved site plan.
C. Adequate utilities shall be provided. Response: The site in which the brewery will be on is currently served by the adequate utilities.
D. The proposed conditional use will not substantially impair the appropriate use or development
of adjacent property. Response: This conditional use will not impair the development of adjacent property as it is within an existing building on the site.
E. No significant traffic issues created.
Response: The use of a micro-brewery will create more traffic to the Old Town area, however it will not create a significant traffic issue. It is located adjacent to Main Street and adequate access is provided. Additional parking will be on Main Street and 3rd Ave.
REFERRAL COMMENTS: Returned with comments: Poudre Fire Authority, Timnath Engineering, Timnath Community Development, Safebuilt, Fort Collins Loveland Water District, South Fort Collins Sanitation District
RECOMMENDED MOTION: Finding that a complete application was submitted and reviewed in accordance with all applicable Town regulations, the application conforms with the mission and goals of the Timnath Comprehensive Plan, and all criteria outlined in Section 2.9.8.8. of the Timnath Municipal Code have been met, I move to recommend approval of the Timnath Beerworks Conditional Use with the following conditions:
a. The hours of operation cannot exceed 9 p.m.; b. The number of food trucks cannot exceed 1 at a time unless a special events permit is issued by the
Town; c. The food trucks can only utilize the Feed & Grain property or 3rd Ave west of the alley; d. Food truck operation is limited 11:00 a.m. to 7:30 p.m. unless a special events permit is issued by the
Town; e. Any outside music cannot exceed 7:30 p.m. f. Future conditions may be brought up by Planning Commission or Town Council
ATTACHMENTS: 1. Conditional Use Narrative 2. Approved Site Plan (For Reference)
Statement of Intent
It is our intent to establish Timnath Beerwerks at the Colorado Feed and Grain building at 4138 Main Street in Timnath, CO. Timnath Beerwerks will consist of a brewhouse and family-friendly tasting room located in units C and D of the Feed and Grain building totaling approximately 3762 square feet. The lease will comprise of an agreement spanning five years with options to extend. It is our hope that this business becomes a fixture in Old Town Timnath. Fitting in well to the mixed use and comprehensive plan, the building is well positioned between the River Walk experience and the Artisan Village in Timnath’s Dreambook. In the town’s comprehensive plan, it calls for a brewery close to the downtown core/Artisan Village. The retail space available for patrons will total approximately 2639 square feet while the brewhouse (not for seating) will be approximately 1123 square feet.
The Brewhouse
The 10 barrel brewhouse will be capable of brewing 310 gallons of beer at a time for the good people of Timnath and beyond. The beer will be fermented in handsome 10 or 20 barrel conical fermenters before being transferred to either serving tanks or kegs for consumption. After initial startup, Timnath Beerwerks estimates that it will be necessary to brew 2-4 times per week to keep up with demand. The brewing process itself takes approximately 4 hours followed by 2-3 weeks in the fermenter.
The Tasting Room
Patrons will enjoy tasty brews inside the former two-story art gallery surrounded by attractive exposed wood walls that formerly served as grain bins nearly a century ago. Local art may adorn the walls adding to the experience of our new friends (aka customers). The interior design of the space will be a marriage of old and new, wood and steel, art and music, light and glass. Early floorplans allow for 70 seats on the main level and 40 seats upstairs. Lucky folks who get to sit near the brewhouse will enjoy views of both the Colorado sunshine through an open all glass garage door and shiny stainless steel brewery equipment through large windows. Since Timnath Beerwerks will not cook any food, we’ll welcome local food trucks who will prepare a variety of fresh food for customers of the brewery. In addition to food truck service, we’ll have snacks available for purchase. Local treats like popcorn, salsa, cheeses, sodas and even ice cream (for the kids!).
The Details
• Hours of operation in the tasting room are initially expected to be 12:00pm to 8:00pm 6 days per week. Timnath Beerwerks may adjust these hours as necessary to meet demands during busy summer months or reduce hours during the off-peak months. It is not the intent of Timnath Beerwerks to have business hours past 9:00 pm.
• At inception, Timnath Beerwerks will employ 4-8 employees. This number could rise as we grow and our needs grow.
• Parking will take place primarily in the newly renovated parking lot of the Feed and Grain building where there are 22 designated parking spaces. Specific parking requirements for the space have not been received from the Town of Timnath. According to research, some standards for parking suggest 1 space per 3 seats while others recommend 1 space per 45 sq. ft. of retail space. Using that range, we’ll need to have between 31 and 59 spaces. Overflow
The Details (cont.)
parking will naturally take place in the downtown public parking spaces along Main Street and along 3rd Avenue adjacent to the building. It’s the desire of Timnath Beerwerks to find an additional overflow parking solution to keep parking away from residences; potentially coordinating with the owners of the gravel lot to the south (the Chinn family). We’ve reached out to the Chinns but have not heard back as of yet. Other solutions may include Mr. Ruybal’s lot to the southeast of the building. We have not yet reached out to Mr. Ruybal. Future improvements to the downtown core made by the town may also include additional parking. To ease the strain of parking on the town and its residents, biking to the brewery will be highly incentivized.
• Lighting improvements to the outside of the building will coordinate with the rest of the building, whose design and installation are currently underway. All exterior lighting, including landscape lighting, shall be shielded and directed downward, shall be located as low to the ground as possible, shall be the minimum necessary for security, safety or operations, and shall incorporate the use the motion detection to the greatest extent practical. No flood lighting, sodium lighting, or high intensity lighting shall be utilized. All exterior lighting shall comply with the County Building Code.
CO
VE
R S
HE
ET
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
SUPPLEMENTAL GENERAL NOTES:
ABBREVIATIONS
LEGAL DESCRIPTIONBENCHMARK
C1.0
OWNER
SURVEYOR
CIVIL ENGINEER
SITE PLAN,
CONSTRUCTION & UTILITY PLANS FOR
TOWN ENGINEER Date
TOWN OF TIMNATH, COLORADODRAWING APPROVAL
REVIEW IS FOR GENERAL COMPLIANCE WITHTOWN STANDARDS. NO RESPONSIBILITY ISASSUMED FOR CORRECTNESS OF DESIGN.
SYMBOL LEGEND
SANITARY SEWER LINE
MAJOR CONTOUR
MINOR CONTOUR
CENTER LINE
EASEMENT
FENCE
EXISTING
UNDER GROUND TELEPHONE
WATER LINE
UNDER GROUND POWER
GAS LINE
RIGHT-OF-WAY
PROPERTY LINE
FLOW LINE
G
UP
UT
SS
X
SS
PROPOSED
SANITARY LINE
FLOW LINE
W
OVERHEAD POWEROHP
EDGE OF ASPHALT
1
0
.
0
0
2.05%
FS
G
GAS LINE
RIGHT-OF-WAY
EASEMENT
PROPERTY LINE
EUNDER GROUND POWER
UT
UNDER GROUND TELEPHONE
OHPOVERHEAD POWER
W
WATER LINE
XFENCE
CENTER LINE
MINOR CONTOUR
MAJOR CONTOUR
CONCRETE SIDEWALK
CONCRETE SIDEWALK
FIRE SERVICE
EMERGENCY ACCESS BOUNDS
STORM PIPESTORM PIPE
SPOT ELEVATION
(
1
0
.
0
0
)
SPOT ELEVATION
DIRECTION OF FLOW
2.05%
DIRECTION OF FLOW
STORM SEWER MANHOLESTORM SEWER MANHOLE
SANITARY SEWER MANHOLESANITARY SEWER MANHOLE
FIRE HYRDRANT FIRE HYRDRANT
WATER METER/CURB STOP WATER METER/CURB STOP
WATER VALVE WATER VALVE
WATER BEND WATER BEND
WATER REDUCER WATER REDUCER
SIGNSIGN
LIGHT POLE LIGHT POLE
TREE
ASPHALT/CONCRETE PAVEMENT
LANDSCAPE ARCHITECT
STATE OF COLORADO )
) SS.
COUNTY OF LARIMER )
THE FOREGOING AGREEMENT WAS ACKNOWLEDGED BEFORE ME
THIS___________________________________________DAY
OF,_____________________________, 2_______________________,
BY_____________________________________________
WITNESS MY HAND AND OFFICIAL
SEAL._______________________________________________________________________
MY COMMISSION
EXPIRES:___________________________________________________________________________________
NOTARY PUBLIC
PLANNING COMMISSION CERTIFICATE:
APPROVED THIS___________DAY OF,____________,2________, BY THE CURRENT PLANNING COMMISSION OF THE
TOWN OF TIMNATH, COLORADO.
_______________________________________________________________________________________
PLANNING COMMISSION CHAIRPERSON
(OWNERS NAME)
(TITLE)
CERTIFICATE OF OWNERSHIP:
WE CERTIFY THAT__________________________________________ ARE THE OWNERS OF THE PROPERTY.
PREPARER'S CERTIFICATE:
I, CODY GEISENDORFER, DO HEREBY CERTIFY THAT THIS SITE PLAN WAS PERFORMED BY ME OR UNDER MY DIRECT
SUPERVISION, AND THAT THIS SITE PLAN HAS BEEN PREPARED IN COMPLIANCE WITH ALL APPLICABLE LAWS OF THE
TOWN OF TIMNATH AT THE TIME OF THIS SITE PLAN AND WITHIN MY CONTROL AND IS ACCURATE TO THE BEST OF MY
KNOWLEDGE, INFORMATION AND BELIEF.
_______________________________________________________________________________________
CODY GEISENDORFER, PE
QUALITY ENGINEERING, LLC.
4138 MAIN STREET, TIMNATH, CO. 80547
28 JULY 2016
PORTIONS OF LOT 7, BLOCK2 AND LOT 7,
BLOCK 1 OF TIMNATH
VICINITY MAPVICINITY MAP
County Road 40
Harmony Road
In
te
rs
ta
te
2
5
South C
ounty R
oad 5
Fourth Avenue
CA
CH
E LA
P
OU
DR
E R
IV
ER
C1.0.... COVER SHEET
C1.1.... GENERAL NOTES
C2.0.... SITE/UTILITY PLAN
C3.0... GRADING PLAN
C4.0.... DRAINAGE & EROSION CONTROL PLAN
C5.0.... SITE DETAILS
C5.1.... EROSION CONTROL DETAILS
L1.0.... LANDSCAPE PLAN
L2.0.... LANDSCAPE PLAN DETAILS & NOTES
1
2
3
4
5
6
7
8
9
SHEET INDEX
PO
RT
IO
NS
O
F L
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7, B
LO
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2 A
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L
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7, B
LO
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G
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For R
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GE
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RA
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OT
ES
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
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C1.1
···
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7, B
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4138 M
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IM
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, C
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TIM
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D &
G
RA
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For R
eferen
ce
W
CCCCCC
F
O
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
X
W
W
WW W W W
W
(
U
P
)
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
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S
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S
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(
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)
(
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)
(
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)
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)(O
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)(O
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)(O
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X
X
X
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(FO
)
(FO
)
(FO)
(F
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)
(FO)
LS
LS
LS
3RD AVENUE
MA
IN
S
TR
EE
T (C
R5)
AL
LE
Y
L1
L2
L3
L4C
1
L5
C
3
L6
L7
L12
L
1
3
L
1
4
L
1
5
L
1
6
L
1
7
L
1
8
L
1
9
C
6
L21
L22
L23
C
7
L25
L26
19.00' TYP.
9.00'TYP.
1
9
.
0
0
'
9
.
0
0
'
15.00'
19.80'
1
2
INV. = 4872.32
3
3
3
4
4
5
EXIST. BUILDING
3
.
9
1
'
1
.
1
7
'
8
.
2
0
'
36
.0
3'
N
5
0
°
4
1
'
0
0
"
W
1
6
1
.
8
3
'
N
5
0
°
4
1
'
0
0
"
W
9
6
.
3
0
'
N
3
9
°
1
9
'
0
0
"
E
1
5
.
0
0
'
S 00°00'00" E
203.08'
N 90°00'00" E
190.20'
N 00°00'02" W
27.92'
0+
00
1+
00
1+
80
6
INV. = 4872.65
INV. = 4872.30
INV. = 4872.47
4' CDOT TYPE C
INV. IN (W,S,E) = 4872.16
INV. OUT (N) = 4871.00
INV. = 4872.61
INV. = 4872.30
INV. = 4872.55
EXIST. 4' COMBO INLET
GRATE ELEV. = 4874.90
INV. OUT (S) EXIST. = 4869.60
INV. IN (N) PROP. = 4869.60
EXIST. PLANTER
BOX TO BE
REMOVED
EXIST. FIRE
HYDRANT
1
.
0
0
'
5
.
0
0
'
FF = 4877.90
7
7
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L12
L13
L14
L15
L16
L17
BEARING
N00°00'00"E
N89°39'50"E
N00°00'00"E
N89°36'32"E
S00°00'46"E
S89°37'23"W
S00°00'30"E
N89°37'05"E
S57°13'02"E
S50°00'38"E
N43°34'05"E
N50°00'27"W
N38°53'17"E
DISTANCE
9.00
19.00
27.01
21.28
5.00
21.32
54.50
17.01
13.02
18.15
36.07
21.18
20.73
LINE TABLE
LINE #
L18
L19
L21
L22
L23
L25
L26
BEARING
N49°58'31"W
S38°47'40"W
N00°00'51"E
N89°59'59"W
S00°19'09"W
N90°00'00"W
S00°00'00"E
DISTANCE
18.51
16.72
19.09
37.00
58.54
18.12
147.55
CURVE TABLE
CURVE #
C1
C3
C6
C7
LENGTH
3.943
3.910
4.930
3.141
RADIUS
2.500
2.500
2.000
2.000
DELTA
090.3782
089.6218
141.2198
089.9858
48
67
48
70
48
80
48
67
48
70
48
80
0+
00
1+
00
1+
80
0+
00
1+
00
1+
80
EP
: 1+
80.42
ELE
V: 4875.10
EP
: 1+
80.42
ELE
V: 4874.79
PROPOSED GRADE
EXISTING GRADE
Pipe
- (1
)
130.
42 L
F O
F 18
" HD
PE
@ 0
.50%
GR
ADE
EXIST. 4' COMBO INLET
GRATE ELEV. = 4874.90
INV. OUT (S) EXIST. = 4869.60
INV. IN (N) PROP. = 4869.60
PROP. 4' CDOT TYPE C INLET
RIM ELEV. = 4874.00
INV. OUT (S) = 4871.00
3.98'
2.24'
HG
L
HG
L
HG
L
HGL
H
G
L
100-YR WSEL = 4873.29
0+00
1+001+80
4867
4870
4880
4867
4870
4880
0+001+00 1+80
STATION
STATION
18" STORM
HO
RIZ
ON
TA
L C
ON
TR
OL
&
U
TIL
IT
Y P
LA
N
20'
SCALE: 1" = 20'
0 40'
N
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
NOTE:
1.) ALL LINE AND CURVE TAGS ARE
FLOWLINE OR EDGE OF CONCRETE
UNLESS OTHERWISE NOTED
C2.0
GENERAL UTILITY NOTES
1. THE UTILITIES SHOWN HEREON ARE FROM VISIBLE SURFACE EVIDENCE AND FROM THE UTILITY
LOCATIONS PROVIDED BY KING SURVEYORS. THERE MAY BE BURIED UTILITIES ON OR ADJACENT TO
THIS PROPERTY THAT ARE NOT SHOWN DUE TO INSUFFICIENT SURFACE EVIDENCE. NO STATEMENT
IS MADE CONCERNING SUBSURFACE CONDITIONS OR THE EXISTENCE OF OVERHEAD OR
UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY AFFECT THE DEVELOPMENT OF THIS
TRACT.
2. PRIOR TO START OF ANY WORK, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND
MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES THROUGHOUT THE SITE AND AT THE
POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY THAT THE PROPOSED UTILITY SERVICE
WILL MEET THE INDICATED PIPE SLOPES AND IMMEDIATELY NOTIFY THE CLIENT REPRESENTATIVE
OF ANY CONDITIONS THAT WILL PREVENT CONSTRUCTION OF NEW UTILITY SERVICES AS INDICATED
ON THE PLANS.
TOWN ENGINEER Date
TOWN OF TIMNATH, COLORADODRAWING APPROVAL
REVIEW IS FOR GENERAL COMPLIANCE WITHTOWN STANDARDS. NO RESPONSIBILITY ISASSUMED FOR CORRECTNESS OF DESIGN.
PO
RT
IO
NS
O
F L
OT
7, B
LO
CK
2 A
ND
L
OT
7, B
LO
CK
1 O
F T
IM
NA
TH
4138 M
AIN
S
TR
EE
T, T
IM
NA
TH
, C
O. 80547
TIM
NA
TH
F
EE
D &
G
RA
IN
P
AR
KIN
G L
OT
UTILITY CONSTRUCTION NOTES
For R
eferen
ce
W
CCCCCC
F
O
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
X
W
W
WW W W W
W
(
U
P
)
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
(
O
H
P
)
(
O
H
P
)
(
O
H
P
)
(
O
H
P
)
(
O
H
P
)
(
O
H
P
)
(O
HP
)
(O
HP
)(O
HP
)(O
HP
)(O
HP
)
(
O
H
P
)
X
X
X
X
X
X
X
(FO
)
(FO
)
(FO)
(F
O
)
(FO)
LS
LS
LS
3RD AVENUE
MA
IN
S
TR
EE
T (C
R5
)
AL
LE
Y
(
7
5
.
8
0
)
(
7
5
.
9
0
)
(75.05)
2
.
7
3
%
2
.
8
7
%
2
.8
8
%
2
.7
4
%
1
.
4
5
%
(
7
5
.
8
9
)
(
7
5
.
7
8
)
(
7
5
.
6
6
)
7
5
.
0
4
7
5
.
5
3
7
5
.
2
4
7
5
.
0
7
7
4
.
2
7
7
5
.
0
0
(
7
7
.
9
0
)
7
7
.
9
0
7
7
.
9
0
(75.50)
1.0
7%
1.93%
1.53%
1.00%
0.46%
0.8
1%
7
4
.
8
0
7
4
.
6
3
(
7
4
.
9
4
)
(75.55)
(
7
7
.
0
0
)
7
5
.
0
9
7
4
.
6
8
7
5
.
0
0
74.14
7
5
.
1
4
7
5
.
1
4
74.81
(
7
5
.
1
6
)
74.80
7
5
.
2
0
7
4
.
9
3
1.00%
1.00%
7
5
.
4
6
7
5
.
2
8
7
5
.
7
2
(
7
5
.
6
3
)
(
7
5
.
1
5
)
7
4
.
8
4
7
5
.
0
9
7
4
.
7
6
7
4
.
7
6
(75.21)
(75.23)
(
7
5
.
5
8
)
7
4
.
0
0
2.00%
2.00%
2.00%
3
.
2
2
%
3
.
5
0
%
3.13%
1.80%
1.00%
1.00%
1.00%
1
.
5
3
%
4
8
7
6
4
8
7
7
4
8
7
5
4875
4875
4
8
7
5
4
8
7
5
4876
4
8
7
5
4
8
7
5
4
8
7
6
4
8
7
6
4
8
7
6
4876
4
8
7
6
4876
4
8
7
7
4876
4
8
7
6
4
8
7
7
(75.50)EOC
(75.50)EOC
3
4
1
2
FF = 4877.90
5
3
GRADING/SITE CONSTRUCTION NOTES
(
O
H
P
)
(
O
H
P
)
(
O
H
P
)
(
O
H
P
)
(
O
H
P
)
(
O
H
P
)
2
.
7
3
%
2
.
8
7
%
(
7
7
.
0
0
)
7
4
.
6
8
7
5
.
0
0
(75.23)
3
.
2
2
%
1
.
5
3
%
5
GR
AD
IN
G P
LA
N
20'
SCALE: 1" = 20'
0 40'
N
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
16.40GD
(16.57)
16.33SW
16.25
SPOT ELEVATIONS
C3.0
SYMBOL LEGEND
SANITARY SEWER LINE
MAJOR CONTOUR
MINOR CONTOUR
CENTER LINE
EASEMENT
FENCE
EXISTING
UNDER GROUND TELEPHONE
WATER LINE
UNDER GROUND POWER
GAS LINE
RIGHT-OF-WAY
PROPERTY LINE
FLOW LINE
G
UP
UT
SS
X
SS
PROPOSED
SANITARY LINE
FLOW LINE
W
OVERHEAD POWEROHP
EDGE OF ASPHALT
1
0
.
0
0
2.05%
FS
G
GAS LINE
RIGHT-OF-WAY
EASEMENT
PROPERTY LINE
E UNDER GROUND POWER
UT
UNDER GROUND TELEPHONE
OHPOVERHEAD POWER
W
WATER LINE
XFENCE
CENTER LINE
MINOR CONTOUR
MAJOR CONTOUR
CONCRETE SIDEWALK CONCRETE SIDEWALK
FIRE SERVICE
EMERGENCY ACCESS BOUNDS
STORM PIPE
STORM PIPE
SPOT ELEVATION
(
1
0
.
0
0
)
SPOT ELEVATION
DIRECTION OF FLOW
2.05%
DIRECTION OF FLOW
STORM SEWER MANHOLE
STORM SEWER MANHOLE
SANITARY SEWER MANHOLE
SANITARY SEWER MANHOLE
FIRE HYRDRANT
FIRE HYRDRANT
WATER METER/CURB STOP
WATER METER/CURB STOP
WATER VALVE
WATER VALVE
WATER BEND
WATER BEND
WATER REDUCER
WATER REDUCER
SIGN
SIGN
LIGHT POLE
LIGHT POLE
TREE
TOWN ENGINEER Date
TOWN OF TIMNATH, COLORADODRAWING APPROVAL
REVIEW IS FOR GENERAL COMPLIANCE WITHTOWN STANDARDS. NO RESPONSIBILITY ISASSUMED FOR CORRECTNESS OF DESIGN.
ASPHALT/CONCRETE PAVEMENT
PO
RT
IO
NS
O
F L
OT
7, B
LO
CK
2 A
ND
L
OT
7, B
LO
CK
1 O
F T
IM
NA
TH
4138 M
AIN
S
TR
EE
T, T
IM
NA
TH
, C
O. 80547
TIM
NA
TH
F
EE
D &
G
RA
IN
P
AR
KIN
G L
OT
ENLARGED RAMP EXHIBIT
5'
SCALE: 1" = 5'
0 10'
N
SECTION A-A
SCALE: V = 1:1
H = 1:5
ENLARGED RAMP EXHIBIT
TRANSITION CURB
TO 0' CURB FOR
RAMP OPENING
5
.
0
'
MATCH EXIST.
CONCRETE GRADE
EL = 4875.50
For R
eferen
ce
W
CCCCCC
F
O
EG
EG
EG
EG
EG
EG
EG
EG
EG
EG
X
W
W
WW W W W
W
(
U
P
)
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
(
O
H
P
)
(
O
H
P
)
(
O
H
P
)
(
O
H
P
)
(
O
H
P
)
(
O
H
P
)
(O
HP
)
(O
HP
)(O
HP
)(O
HP
)(O
HP
)
(
O
H
P
)
X
X
X
X
X
X
X
(FO
)
(FO
)
(FO)
(F
O
)
(FO)
LS
LS
LS
3RD AVENUE
MA
IN
S
TR
EE
T (C
R5
)
AL
LE
Y
4
8
7
6
4
8
7
7
4
8
7
5
4875
4875
4
8
7
5
4
8
7
5
48
76
4
8
7
5
4
8
7
5
4
8
7
6
4
8
7
6
4
8
7
6
4876
4
8
7
6
4876
4
8
7
7
4876
4
8
7
6
4
8
7
7
INSTALL SWALE PER
SECTION A-A SHEET C3.0
(OVER TOP OF STORM PIPE)
18" HDPE STORM PIPE
TYPE C INLET
FF = 4877.90
DR
AIN
AG
E &
E
RO
SIO
N C
ON
TR
OL
P
LA
N
20'
SCALE: 1" = 20'
0 40'
N
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
DRAINAGE LEGEND
D1
PO
RT
IO
NS
O
F L
OT
7
, B
LO
CK
2 A
ND
L
OT
7, B
LO
CK
1
O
F T
IM
NA
TH
41
38
M
AIN
S
TR
EE
T, T
IM
NA
TH
, C
O. 8
05
47
C4.0
EROSION CONTROL LEGEND
TOWN ENGINEER Date
TOWN OF TIMNATH, COLORADODRAWING APPROVAL
REVIEW IS FOR GENERAL COMPLIANCE WITHTOWN STANDARDS. NO RESPONSIBILITY ISASSUMED FOR CORRECTNESS OF DESIGN.
TIM
NA
TH
F
EE
D &
G
RA
IN
P
AR
KIN
G L
OT
D1
For R
eferen
ce
ST
RE
ET
&
U
TL
IT
Y D
ET
AIL
S
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
ST-02
DETAIL NO:
ONSITE SIDEWALK SECTION
NOTE: REFERENCE GEOTECHNICAL REPORT AND
ALL ADDENDA FOR PAVEMENT CONSTRUCTION.
4" CLASS "A"
CONCRETE
4" AGGREGATE BASE COURSE
CDOT CLASS 5 OR 6
SCARIFY AND RECOMPACT
SUBGRADE TO 95% MAX.
DRY DENSITY
A
B
C5.0
VA
N-
AC
CE
SS
IB
LE
PA
RK
IN
G
MIN
.M
IN
.
ON
E IN
E
VE
RY
EIG
HT
A
CC
ES
SIB
LE
SP
AC
ES
, B
UT
N
OT
LE
SS
T
HA
N O
NE
,
SH
AL
L B
E V
AN
AC
CE
SS
IB
LE
.
ON
E S
IG
N
PE
R S
PA
CE
RE
QU
IR
ED
RE
QU
IR
ED
PE
R S
PA
CE
ON
E S
IG
N
RE
QU
IR
ED
PE
R S
PA
CE
ON
E S
IG
N
CA
R A
CC
ES
SIB
LE
VA
N A
CC
ES
SIB
LE
"U
NIV
ER
SA
L D
ES
IG
N"
CA
R &
V
AN
A
CC
ES
SIB
LE
OR
A "U
NIV
ER
SA
L" P
AR
KIN
G S
PA
CE
D
ES
IG
N M
AY
B
E U
SE
D.
TH
IS
D
ES
IG
N IS
U
SE
D T
O A
CC
OM
MO
DA
TE
C
AR
&
V
AN
AC
CE
SS
IB
LE
P
AR
KIN
G S
PA
CE
S, W
HIC
H E
LIM
IN
AT
ES
T
HE
NE
ED
F
OR
T
WO
S
IG
N T
YP
ES
.
8'
5'
8'
8'
8'
8'
11
'
5'
11
'1
1'
5'
RE
SE
RV
ED
RE
SE
RV
ED
PA
RK
IN
G
RE
SE
RV
ED
PA
RK
IN
G
R7
-8
R7
-8
R7
-8
TOWN ENGINEER Date
TOWN OF TIMNATH, COLORADODRAWING APPROVAL
REVIEW IS FOR GENERAL COMPLIANCE WITHTOWN STANDARDS. NO RESPONSIBILITY ISASSUMED FOR CORRECTNESS OF DESIGN.
17-1/2"
12"
1"
6"
4-1/2"
ST-07
DETAIL NO:
ONSITE 18" OUTFLOW
CURB/GUTTER
1'-6"
1'-0"
1-1/2"
1-1/2" R
FL
1"/FT
NOTE: THIS DETAIL SHOULD BE REFERENCED FOR
THE CONSTRUCTION OF THE HANDICAP PARKING
SIGNS ONLY. THE LAYOUT AND DIMENSIONS OF THE
HANDICAP STALLS SHALL BE CONSTRUCTED
REFERENCING SHEET C2.0 - HORIZONTAL CONTROL &
UTILITY PLAN.
A
6" -
B
PARKING/
LOADING
NOTE: SECTIONS SHOWN ARE FOR REFERENCE
ONLY. REFERENCE GEOTECHNICAL REPORT
AND ALL ADDENDA FOR ACTUAL PAVEMENT
CONSTRUCTION.
ST-03
DETAIL NO:
CONCRETE PAVEMENT SECTION
A
B
CLASS "A" CONCRETE
PAVEMENT
AGGREGATE BASE COURSE
CDOT CLASS 5 OR 6
SCARIFY AND RECOMPACT
SUBGRADE TO 95% MAX.
DRY DENSITY
UNDISTURBED SOIL UNDISTURBED SOIL
MINIMUM 12"
LAYER OF #2
ROCK SUB-BASE
MINIMUM 4" LAYER
OF #57 BASE
MINIMUM 30-MIL
HDPE IMPERVIOUS
MEMBRANE
2" BEDDING LAYER OF
CRUSHED #8 ROCK
1/8" HAND-TIGHT JOINTS
INTERLOCKING
CONCRETE
PAVERS
4' X4' CDOT
TYPE C INLET
WITH TRAFFIC
RATED GRATE
18" X 18"
ORIFICE PLATE
18" HDPE PIPE
4.75" ORIFICE PLATE OPENING
36"
48"
14"
4" PERFORATED PVC
PIPE SUB-DRAIN
@
1
8
"/FT MIN. SLOPE
MINIMUM 12"
LAYER OF #2
ROCK SUB-BA
SE
MINIMUM 4" LA
YER
OF #57 BASE
MINIMUM 30-MIL
HDPE IMPERVIO
US
MEMBRANE
4" PERFORATE
D PVC
PIPE SUB-DRAIN
INTERLOCKING CONRETE PAVERS/TYPE C INLET CROSS SECTION
SCALE: 1" = 1'
PO
RT
IO
NS
O
F L
OT
7
, B
LO
CK
2 A
ND
L
OT
7, B
LO
CK
1
O
F T
IM
NA
TH
41
38
M
AIN
S
TR
EE
T, T
IM
NA
TH
, C
O. 8
05
47
TIM
NA
TH
F
EE
D &
G
RA
IN
P
AR
KIN
G L
OT
12"
12"
EL = 4871.00'
EL = 4872.16'
EL = 4873.16'
EL = 4874.00'
CONCRETE FOOTER
4" DIAM (MIN.) STEEL
PIPE FILLED WITH
CONCRETE
3.00'
3.00'
1.25'
NOTES:
1. BOLLARDS TO BE
SPACED 6' O.C. MIN.
2. BOLLARDS TO BE
INSTALLED A MIN. OF 3'
AWAY FROM 8" WATER
MAIN ALIGNMENT
ST-12
DETAIL NO:
ONSITE BOLLARDS
100-YR WSEL = 4873.29'
For R
eferen
ce
ER
OS
IO
N C
ON
TR
OL
D
ET
AIL
S
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
APRON
SILT DIKE UNIT
FLOW
STAPLES
18"
(TYP.)
DIKE SECTION
INTO TRENCH
POINT A
DIKE SECTIONPOINT B
APRON ANCHORED
6" x 6" TRENCH
FLOW
NOTE:
STAPLES
8" (TYP)STAPLES
(PER SPECIFICATIONS 02375)
FILTER GEOTEXTILE
DITCH
L
POINT D
POINT C
6" (MIN)
24"
8'
2
:
1
O
R
F
L
A
T
T
E
R
C & D ARE OF EQUAL ELEVATION.
L = THE DISTANCE SUCH THAT POINTS
DITCH
F
L
4"-6"
ROCK
FLOW
SUBEXCAVATE BELOW FLOWLINE
6" MIN
ROCK, WATTLE OR SILT DIKE
POINT A MUST BE HIGHER THAN POINT B TO DIRECT WATER FLOW
OVER THE DIKE BUT NOT AROUND THE ENDS OF THE DIKE
ENTRENCH 3"
POINT A
POINTS A MUST BE HIGHER THAN POINT B
POINT B
POINT A
WATTLE
POINT A
FLOW
POINT B
POINT A
F
L
THE CONTRACTOR SHALL INSPECT DIKES EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM
EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF DIKES SHALL BE REMOVED WHEN THE UPSTREAM
SEDIMENT REACHES 1/2 OF THE DESIGN DEPTH.
DIKES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS
COVER IS ACCEPTED BY THE CITY.
WHEN REINFORCED ROCK BERMS ARE REMOVED, ANY DISTURBED AREA SHALL BE SEEDED, CRIMPED
AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
MAINTENANCE NOTES:
1.
2.
3.
4.
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF
THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE
PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT
LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN
TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN
THE WATTLE WITH A PICK END OF YOUR MADDOX IN
ORDER TO GET THE STAKE THROUGH THE STRAW.
WHEN STRAW WATTLES ARE USED FOR FLAT GROUND
APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN;
WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE
STAKES PERPENDICULAR TO THE SLOPE.
OR
OR
(10" MIN. DIA.)
8/17/07
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL (VTC) PADS SHALL CONSIST OF HARD, DENSE, DURABLE ROCK, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE
SHALL NOT BE USED, i.e., RIVER ROCK AND COBBLES. THE ROCK SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE ROCK SHALL HAVE A SPECIFIC
GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION. NOTE: OTHER MATERIALS, i.e., ROADBASE, MUD MATS, ETC., MAY BE USED IN
PLACE OF ROCK UPON WRITTEN APPROVAL OF THE CITY INSPECTOR.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL
LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF
THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS
NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING
DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR
OTHERWISE STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
R=5'
PA
VE
D S
UR
FA
CE
20' MIN.
3" - 6" ROCK
NO MATERIALS INCLUDING 2x4'S, PIPES,
DIRT, GRAVEL OR ASPHALT, SHALL BE
PLACED IN GUTTER TO FACILITATE
MOUNTING CURB; HOWEVER, CURB MAY BE
CUT DOWN TO A HEIGHT OF 2" OR HIGHER
FOR EASIER ACCESS AND REPLACED AT
PROJECT COMPLETION. OTHER ACCESS
DEVICES MAY BE USED AS ACCEPTED BY
THE CITY.
CU
RB
C
UT
50' MIN.
2" MIN.
6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
C5.1
CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
VEHICLE TRACKING CONTROL (DETAIL SW-14) IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT.
SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY
INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE
SITE.
WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE
STABILIZED IN A MANNER ACCEPTED BY THE CITY.
NOTES:
1.
2.
3.
4.
5.
6.
3H:1V OR FLATTER
SIDE SLOPES
12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
12"
2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
MANHOLE
ROCK BERM SHALL
CURB INLET
2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK
CONCRETE
BLOCKS
CURB INLET
2"x4" WOOD STUD
WIRE ENCLOSED
GRAVEL FILTER SHALL BE
OVERFLOW
FILTERED
RUNOFF
ROCK BERM SHALL BE PLACED
TIGHTLY AGAINST CURB FACE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
IF AREA ADJACENT TO CURB INLET
BOX IS NOT STABILIZED, INSTALL A
TEMPORARY SEDIMENT/EROSION
CONTROL BMP UNTIL THE
SURROUNDING AREA IS
SUFFICIENTLY STABILIZED.
TUBULAR
MARKER
TUBULAR
MARKER
3'
2'
4'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
CURB INLET
MANHOLE
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED
WITHIN 48 HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE
48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
GENERAL NOTES:
1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER
REMOVAL OF INLET PROTECTION IN STREETS.
MAINTENANCE NOTES:
1.
2.
3.
4" MIN
5" MAX
BMP WIDTH VARIES BMP WIDTH VARIES
BMP WIDTH VARIES BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
COMPACTED BACKFILL
FLOW
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
TRENCH AND ATTACHED TO POST.
24" MIN
6' MAX
FLOW
TRENCH AND ATTACHED TO POST.
4"x4" TRENCH
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
18" MIN
24" MIN
42" MIN
POSTS
JOIN FIRST
ROTATE SECOND
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
HAS BEEN EXAGGERATED.
POST SHALL BE JOINED AS SHOWN, THEN
ROTATED 180° IN DIRECTION SHOWN AND
DRIVEN INTO THE GROUND.
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND
UPSLOPE FROM THE BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE
INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING.
COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR
TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING
ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
INSTALLATION NOTES:
1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM
EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM
SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS
COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE
SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
MAINTENANCE NOTES:
1.
2.
3.
4" MIN.
4" MIN.
SF SF
1
1
2" x 1
1
2" WOODEN FENCE POSTS
COMPACTED BACKFILL
KWG
8/17/07
TBK
TOWN ENGINEER Date
TOWN OF TIMNATH, COLORADODRAWING APPROVAL
REVIEW IS FOR GENERAL COMPLIANCE WITHTOWN STANDARDS. NO RESPONSIBILITY ISASSUMED FOR CORRECTNESS OF DESIGN.
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SCALE: 1" = 10'
0 20'
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SUBMITTAL
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EXISTING 4" MULTISTEM
CHOKECHERRY TO REMAIN
CONCRETE
PARKING (TYP)
PAVER AREA
SEE CIVIL
1
2
01-01
32-01
K-101
EXISTING FENCE TO
BE RELOCATED
EXISTING LANDSCAPE
TO REMAIN
EXISTING 6" ASH
TO BE REMOVED
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
EXISTING CONCRETE STAIRS
0 20 40 60
LANDSCAPE PLAN
SCALE: 1" = 20'
N
DISTURBED AREAS TO BE
RESEEDED WITH NATIVE LAWN
MIX UNLESS OTHERWISE NOTED.
RE: CIVIL PLANS
Native Lawn Mix
(90%) Buffalograss
(10%) Blue Grama
QTY AND MATURE SIZE FOR
REFERENCE ONLY. VERIFY ALL
COUNTS PER PLAN
1. NO SUBSTITUTIONS WITHOUT PREVIOUS APPROVAL OF LANDSCAPE
ARCHITECT. UNAPPROVED DEVIATIONS FROM THIS PLAN WILL BE
RECTIFIED AT CONTRACTORS EXPENSE.
2. CONTRACTOR TO PROVIDE ANALYSIS OF ANY AMENDMENTS PROPOSED
FOR PLANTING AREAS PRIOR TO INSTALLATION OF SUCH MATERIALS.
3. NO FABRIC UNDER WOOD MULCH IN ANY AREAS. ALL PLANTS IN ROCK
MULCH AREAS TO RECEIVE SHREDDED CEDAR MULCH RINGS EQUAL TO
THE ROOTBALL OF THE PLANT. MASSING SHALL HAVE CONTINUOUS
SHREDDED MULCH BANDS. SEE DETAILS SHEET L2.0.
4. DRIPLINE TO BE PLACED OVER WEED BARRIER FABRIC AND STAKED ON
TOP OF WEED BARRIER.
5. WEED BARRIER CUTOUTS FOR PLANTS IN ROCK AREAS SHALL ACCOUNT
FOR MATURE SIZE OF PLANTS, AND EQUAL AT LEAST THE DIAMETER OF
THE ROOTBALL. SEE DETAILS SHEET L2.0
6. ALL EMITTERS PER IRRIGATION PLAN.
7. ALL EMITTERS TO BE PLACED AT THE APPROPRIATE LOCATIONS. ALL
EMITTERS TO USE MICRO TUBING, STAKES, AND BUG CAPS.
8. SEE LANDSCAPE DETAILS SHEET FOR ADDITIONAL NOTES AND DETAILS.'
9. RETAIN 10% OF ALL PLANT TAGS PER SPECIES FOR DURATION OF
WARRANTY PERIOD.
PLAN NOTES:
Licensure Notes:
This document is for City review andapproval only.
This document is not a constructiondrawing unless stamped by theLandscape Architect of record.Projects require a stamped set ofconstruction documents for landscapeimprovement installation.
Street ClassificationStreet Name or Zone Boundary (elev.)
No. of TreesLinearWidth (in ft.)Req./Prov. Footage Req./Prov.
Req / Prov (1 / 5 Spaces)Parking Lot Trees
LANDSCAPE BUFFERS & SCREENS - N/A
Provided Parking Spaces
TREE LAWNS - N/A
19 (1 ADA)
4 / 4
(1/150 SF) Req/ProvParking shrubs
24 / 24
PARKING LOT LANDSCAPE
OVERALL LANDSCAPE SITE ZONING = DCMINIMUM OPEN SPACE REQUIRED = 20%
Total Landscape AreaTotal Site area21, 477 4, 295 sf
Required (20%)Total Landscape Area
6,979 sf (32.49%) Provided (on-site)
Total Tree Req./Prov.
7 / 7 (1 existing)(1/1000 sf landscape)
Total Shrubs Req./Prov.
47 / 47(1/150 sf landscape)
IRRIGATION NOTES:
1. ALL TURF TO BE IRRIGATED WITH AUTOMATIC
SPRAY/ROTARY NOZZLES
2. PROVIDE SMART CONTROLLER AND RAIN
SENSOR
3. ALL DRIP AREAS TO BE IRRIGATED WITH
SUBSURFACE DRIP SYSTEM
SITE CATEGORY REQUIREMENTS
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Landscape Architecture
Land Planning · Irrigation D
esign
LA
ND
SC
AP
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LA
N
SEED MAINTENANCE: MOW NATIVE LAWN MIX
ABOUT
1
2
THE AMOUNT AS SODDED
TURFGRASS OR AS NEEDED. MOW
NATIVE/FOOTHILLS SEED AREAS ONCE A
MONTH OR ONLY WHEN NEEDED TO CONTROL
WEEDS OR AT END OF GROWING SEASON.
MOWFOOTHILLS/WILDFLOWER SEED MIX
FREQUENTLY DURING FIRST YEAR TO A
HEIGHT OF 6-8". HAND PULL WEED OR SPOT
WEED USING A BROADLEAF APPLICATION
DURING FIRST 3 GROWING SEASONS.
SEED ESTABLISHMENT: KILL EXISTING
VEGETATION BY SOLARIZATION, OR WITH A
NON-RESIDUAL HERBICIDE. ALLOW SUFFICIENT
TIME FOR HERBICIDE TO WORK, IRRIGATE FOR
2-3 WEEKS AND RE-APPLY HERBICIDE TO ANY
EMERGING WEEDS. REMOVE DEBRIS, LARGE
CLUMPS, ETC. SPREAD ORGANIC MATTER AT 2
CYD PER 1000 SF AND SPECIFIED AMENDMENTS
AND TILL INTO TOP 4-6" OF SOIL. SEE NOTE #10
FOR SPECIFICS ON APPLICATION METHOD,
SLOPE PROTECTION, ETC. HYDROMULCH AND
ENSURE SEEDLINGS DO NOT DRY OUT FOR AT
LEAST 45 DAYS BY IRRIGATING FREQUENTLY.
SEEDLINGS TO BE IN DAMP SOIL BUT NOT
STANDING WATER PROVIDE LESS FREQUENT,
DEEP IRRIGATION AFTER SEED EMERGENCE.
TREES CODE QTY COMMON NAME / BOTANICAL NAME CONT CAL
GTS 4 SHADEMASTER LOCUST / GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` TM B & B 2"CAL
PCA 2 AUTUMN BLAZE PEAR / PYRUS CALLERYANA `AUTUMN BLAZE` B & B 2"CAL
EX-REM 1 EXISTING TREE TO BE REMOVED / TO BE REMOVED EX
EX-RET 1 EXISTING TREE TO REMAIN / TO REMAIN- PROTECT DURING CONSTRUCTION EX
SHRUBS CODE QTY COMMON NAME / BOTANICAL NAME SIZE FIELD2
AC 11 MANZANITA / ARCTOSTAPHYLOS X COLORADOENSIS `CHIEFTAIN` 5 GAL
CD 13 BLUE MIST SHRUB / CARYOPTERIS X CLANDONENSIS `DARK KNIGHT` 5 GAL
CMF 9 FERNBUSH / CHAMAEBATIARIA MILLEFOLIUM `FERNBUSH` 5 GAL
RR 10 FINE LINE BUCHTHORN / FRANGULA ALNUS `FINE LINE` 5 GAL
MC 13 COMPACT OREGON GRAPE / MAHONIA AQUIFOLIUM `COMPACTA` 5 GAL
POB 6 DIABLO NINEBARK / PHYSOCARPUS OPULIFOLIUS `DIABLO` 5 GAL
POL 32 DWARF PURPLE NINEBARK / PHYSOCARPUS OPULIFOLIUS `LITTLE DEVIL` 5 GAL
PBP 25 SAND CHERRY / PRUNUS BESSEYI `PAWNEE BUTTES` 5 GAL
GRASSES CODE QTY COMMON NAME / BOTANICAL NAME SIZE FIELD2
BB 51 BLUE GRAMA / BOUTELOUA GRACILIS `BLONDE AMBITION` 1 GAL
PERENNIALS CODE QTY COMMON NAME / BOTANICAL NAME SIZE FIELD2
AQ 5 GOLDEN COLUMBINE / AQUILEGIA CHRYSANTHA 1 GAL
LP 17 DWARF LAVENDER / LAVANDULA ANGUSTIFOLIA `MUNSTEAD` 1 GAL
MR 15 CREEPING MAHONIA / MAHONIA REPENS 1 GAL
PPP 34 THREADLEAF BEARDTONGUE / PENSTEMON PINIFOLIUS 1 GAL
SGW 29 AUTUMN SAGE / SALVIA GREGGII `WILD THING` 1 GAL
MULCHES CODE QTY COMMON NAME / BOTANICAL NAME CONT FIELD2
AGG 1,772 SF TAN IN COLOR, 1-2" AGGREGATE / LOCAL RIVER ROCK BLEND MULCH
LOCAL RIVER ROCK BLEND. SEE NOTES FOR AND DETAILS FOR PLACEMENT.
PLACE AT UNIFORM DEPTH OF 3" OVER PERMEABLE WEED BARRIER FABRIC.
WM 2,473 SF WOOD MULCH / SHREDDED CEDAR MULCH MULCH
GORRILA HAIR OR SHREDDED REDWOOD MULCH. NO WEED BARRIER UNDER
WOOD MULCH AREAS
SOD/SEED CODE QTY COMMON NAME / BOTANICAL NAME CONT FIELD2
TURF 2,135 SF TEXAS HYBRID BLUEGRASS / TURF SOD
TEXAS HYBRID -- PROVIDE RECEIPT TO LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION
PLANT SCHEDULE
SYMBOL DESCRIPTION QTY
PLACE PLANTS TO PROVIDE MIN. 2` CLEARANCE FROM BACK OF
CURB AT MATURE SPREAD.
MINIMUM 2.5` ROOTBALL OFFSET FROM BUILDING, TYP.
SYMBOL DESCRIPTION QTY
SEED ALL DISTURBED AREAS WITH NATIVE LAWN MIX UNLESS
OTHERWISE NOTED.
SYMBOL DESCRIPTION QTY
14 G ROLL TOP STEEL EDGING, STAKED 30" OC MAX. 155 LF
ROCK
SYMBOL DESCRIPTION QTY
GRANITE/MOSS ROCK BOULDER--DECORATIVE. 1/2 TON AVG 5
SIZE
1
2
01-01
32-01
K-101
REFERENCE NOTES SCHEDULE
MATURE SIZE
H x W (feet)
40 x 25
2 x 6
3.5 x 4
5 x 5
3 x 3
6 x 6
3 x 2
Screening AreaTown Required
Trees Req / ProvTown Required
Req / ProvParking Setback
25 / 15
(Downtown)
3.5 x 3.5
1.5 x 5
3 x 2
1.5 x 1.5
1.5 x 1.5
1.5 x 1.5
1 x 3
60 x 35
7 x 3
For R
eferen
ce
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IRRIGATION NOTES
ALL TURF AREAS TO BE IRRIGATED WITH AN AUTOMATIC POP-UP SPRINKLER
SYSTEM. ALL SHRUBS BEDS TO BE IRRIGATED WITH AUTOMATIC DRIP
IRRIGATION SYSTEM. THE IRRIGATION SYSTEM IS TO BE ADJUSTED TO MEET
THE NEEDS OF INDIVIDUAL PLANT MATERIAL.
IRRIGATION SYSTEM TO BE ADJUSTED AS NEEDED FOR PLANT ESTABLISHMENT
FOR A PERIOD OF AT LEAST ONE (1) YEAR.
ADJUSTMENTS TO BE MADE AFTER ESTABLISHMENT BASED ON SPECIFIC PLANT
REQUIREMENTS. SEE SUGGESED RUN TIMES PROVIDED WITHIN THESE PLANS.
DESIGN OF IRRIGATION SYSTEMS TO MEET OR EXCEED LOCAL REQUIREMENTS
AND INDUSTRY STANDARDS. CONSTRUCTION DOCUMENTS SUITABLE FOR
DEVELOPMENT COORDINATION TO BE PROVIDED.
IRRIGATION SYSTEM TO BE DESIGNED USING APPROPRIATE COMPONENTS FOR
PLANT MATERIAL, AND WILL INCLUDE A SMART ET CONTROLLER AND RAIN
SENSOR.
ALL NATIVE SEED AREAS TO BE PERMANENTLY IRRIGATED.
GENERAL NOTES19.
20.
18.
7. FINE GRADE TO BE ESTABLISHED BY LANDSCAPE CONTRACTOR. FINEGRADE SHALL BE FREE OF ROCKS AND DEBRIS. FINE GRADE IN SEEDAREAS SHALL BE FREE FROM ROCKS AND DEBRIS 12" AND GREATER. FINEGRADE IN SODDED AREAS SHALL BE FREE FROM ROCKS AND DEBRIS14"AND GREATER. CONTRACTOR TO REPORT ANY POOR DRAINAGE
CONDITIONS PRIOR TO CONSTRUCTION.
TREES IN COBBLE/ROCK MULCH TO RECEIVE 4' DIAMETER OF WOODMULCH, 3" DEEP. SHRUBS AND GROUNDCOVERS IN COBBLE/ROCK MULCHAREAS TO RECEIVE 3' DIAMETER OF WOOD MULCH, 3" DEEP. NO FABRICUNDERLAYMENT IN WOOD MULCH AREAS.
USE PERMEABLE FABRIC UNDERLAYMENT FOR ALL COBBLE/AGGREGATEAREAS WITH SLOPES 3:1 AND LESS. USE QUICK RELEASE ORGANICPRE-EMERGENT HERBICIDE FOR ALL MULCHED AND PERENNIAL/PLANTINGBEDS (AND FOR COBBLE/AGGREGATE AREAS WITH SLOPES EXCEEDING 3:1GRADE.
GENERAL CONTRACTOR TO RE-SPREAD STOCKPILED SOIL AND ESTABLISHROUGH GRADE CONDITIONS TO THE FOLLOWING SPECIFICATIONS:A. 1" BELOW CURB FOR ALL SEEDED AREAS.B. 2.5" BELOW CURB FOR ALL SODDED AREAS.C. 4" BELOW CURB FOR ALL PLANTING, ROCK AND MULCH BEDS.
4.
12. CONTRACTOR TO APPLY FERTILIZER IN SPRING & LATE SEPTEMBER.WATER THOROUGHLY AFTER APPLICATION OF FERTILIZERS.
ALL SEEDED AND SODDED AREAS TO HAVE RECOMMEND FERTILIZERAPPLICATIONS ADDED 2 TO 3 WEEKS AFTER SEEDLING EMERGENCE. ANDONCE IN MID TO LATE JUNE, IN EARLY TO MID AUGUST, AND ONCE IN LATESEPTEMBER. SEEDED AND SODDED AREAS ARE ALSO TO RECEIVE .5 LB.OF ELEMENTAL SULFUR (OR EQUIVALENT MATERIAL) PER 1,000 S.F.APPLIED IN LATE SEPTEMBER. WATER THOROUGHLY AFTER APPLICATIONOF FERTILIZERS.
MULCHS: ALL PLANTING BEDS THAT CALL FOR WOOD/ORGANIC MULCH TORECEIVE 4" ORGANIC SHREDDED BARK MULCH. SHREDDED MULCH IS TOBE OF FIBROUS MATERIAL, NOT CHIPS OR CHUNKS. NO FABRIC IS TO BEPLACED UNDER WOOD/ORGANIC MULCH. TREES IN TURF AND NATIVEGRASS AREAS TO RECEIVE 4' DIAMETER OF WOOD MULCH, 3" DEPTH.SHRUBS AND GROUNDCOVERS IN NATIVE GRASS AREAS TO RECEIVE 3'DIAMETER OF WOOD MULCH, 3" DEEP. ALL MULCHED BEDS ARE TO BESPRAYED WITH WATER AFTER INSTALLATION TO HELP MULCH TO MATDOWN.
ALL NURSERY STOCK TO CONFORM TO THE AMERICAN STANDARD FORNURSERY STOCK (ANSI z60.1) AND THE COLORADO NURSERY ACT.
REMOVED DEAD TWIGS AND BRANCHES FROM ALL NEW AND EXISTINGPLANT MATERIAL IN A MANNER THAT DOES NOT CHANGE THE NATURALHABIT OF THE PLANT MATERIAL. CENTRAL LEADERS SHALL NOT BEREMOVED AT ANY TIME. NEWLY PLANTED TREES WITHOUT CENTRALLEADERS WILL BE REJECTED.
STEEL EDGING TO BE USED TO SEPARATE ALL TURF AND/OR SEEDEDAREAS FROM PLANTING BEDS. USE PERFORATED EDGING SEGMENTS TOOBTAIN POSITIVE DRAINAGE FOR ALL DRAINAGE SWALES OR AREAS OFSTANDING WATER.
ALL PLANT MATERIALS AND UTILITIES ARE SHOWN AT AN APPROXIMATELOCATIONS. THE CONTRACTOR MAY NEED TO ADJUST LOCATIONS OFPLANT MATERIAL TO ADHERE TO SPECIFIC ON-SITE CONDITIONS ANDCODE REQUIREMENTS. ALL TREES AND SHRUBS TO BE PLACES AT 2'MINIMUM BACK OF CURB. CONTRACTOR TO CALL FOR UTILITY LOCATESBEFORE PLANTING (TYP.) 1-800-922-1987, OR CALL 811 BEFORE YOU DIG!
17.
11.
14.
13.
EXISTING TOPSOIL IS TO BE STOCKPILED AND USED TO ESTABLISH FINALGRADES WITHIN LANDSCAPE AREAS. ALL STOCKPILED SOIL MUST BECLEAR OF WEEDS, ROCKS AND DEBRIS BEFORE REUSE. ALL BERMEDPLANTING BEDS TO BE CREATED WITH IMPORTED TOPSOIL.
CONTRACTOR IS TO PROVIDE VERIFICATION THAT ALL SOD IS OF THESPECIES SHOWN ON THIS PLAN. NO SUBSTITUTIONS WILL BE ALLOWED.SOD TO BE LAID WITH TIGHT STAGGERED EDGES AND BE ROLLED AFTERINSTALLATION. SEEDED AREAS CANNOT BE SUBSTITUTED WITH SOD.
3.
8.
9.
(Note: All references to "Contractor" are specific to "Landscape Contractor" unlessnotified as "General or other type of Contractor")
CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF MATERIALSNEEDED TO COMPLETE THIS PLAN IN THE FIELD. NOTIFY LANDSCAPEARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS ANDCONDITIONS IN THE FIELD. SUBSTITUTIONS OF PLANT MATERIAL ARE NOTALLOWED WITHOUT APPROVAL FROM LANDSCAPE ARCHITECT GIVENPRIOR TO INSTALLATION. GRAPHIC QTY'S. PREVAIL OVER WRITTEN QTY'S.PRIOR TO COMMENCEMENT OF WORK THE LANDSCAPE CONTRACTORSHALL CONTACT OWNERS REPRESENTATIVE FOR SPECIFIC INSTRUCTIONSRELEVANT TO THE SEQUENCING AND SCOPE OF WORK.
2.
1.
CONTRACTOR IS RESPONSIBLE FOR CONTACTING LANDSCAPE ARCHITECTFOR ALL REQUIRED INSPECTIONS. PROVIDE AT LEAST 48 HOURS NOTICETO SCHEDULE AN INSPECTION. REQUIRED INSPECTIONS INCLUDE ALANDSCAPE LAYOUT AND PLANT MATERIAL VERIFICATION AND PLACEMENTINSPECTION, IRRIGATION MAIN LINE INSPECTION, LANDSCAPE ANDIRRIGATION PUNCH LIST INSPECTION, AND A LANDSCAPE AND IRRIGATIONFINAL INSPECTION.
SEED MIX INSTALLATION: CONTRACTOR TO DRILL SEED WITH BRILLIONTYPE APPLICATOR AND APPLY 'SOIL GUARD' BONDED FIBER MATRIX (BFM),WHERE INDICATED PER PLAN AND SCHEDULES. APPLY SEED IN TWODIRECTIONS (PERPENDICULAR OF THE OTHER) ADD SOIL GUARD BFM FORDRILL SEEDING WHERE NOTED PER PLAN AND ON ALL SLOPES 5:1 TO 3:1.FOR AREAS WITH 3:1 SLOPES OR GREATER CONTRACTOR TO USE SOILGUARD APPLICATION ONLY (IN LIEU OF HYDROMULCH) CONTRACTOR TOSPOT SEED NON-GERMINATING AREAS (3) MONTHS AFTER INITIAL SEEDAPPLICATION. CONTRACTOR TO RE-SEED ALL BARE AREAS (6"x6") ANDGREATER AFTER (6) MONTHS FROM SEED GERMINATION OR AT THEBEGINNING OF THE FOLLOWING GROWING SEASON. PRIOR TO THE11-MONTH WARRANTY INSPECTION RE-APPLY SOIL GUARD AND SEED MIXTO ALL BARE AREAS (6"x6" OR GREATER) AND TO ALL BARE AREAS (4"x4"OR GREATER) ON ALL SLOPES 3:1 AND GREATER.
MAINTENANCE: THE OWNER OF THIS PROPERTY AND ANY FUTUREOWNERS SHALL BE RESPONSIBLE FOR THE PROPER LANDSCAPE ANDIRRIGATION MAINTENANCE OF THIS SITE AND ANY RIGHT OF WAY AREASBETWEEN THE CURB AND PROPERTY LINES OF THIS SITE. MAINTENANCEOF THIS SITE INCLUDES, BUT IS NOT LIMITED TO, IRRIGATION INSPECTIONSAND ADJUSTMENTS, IRRIGATION SYSTEM SHUT DOWN AND START UP,IRRIGATION LEAK REPAIR, LANDSCAPE WEEDING, MOWING, SEEDING,FERTILIZATION, WOOD MULCH AND ROCK COVER REPLACEMENT, PRUNING,AND PLANT MATERIAL REPLACEMENT (INCLUDING ANNUAL BEDS). ALLMAINTENANCE SHOULD BE IN ACCORDANCE WITH STANDARDS SPECIFIEDWITHIN THE "ALCC SPECIFICATIONS HANDBOOK" REVISED EDITION- 1996.OWNER SHOULD CONTACT LANDSCAPE CONTRACTOR OR LANDSCAPEARCHITECT REGARDING ANY QUESTIONS RELATING TO THE LANDSCAPEOR IRRIGATION MAINTENANCE OF THIS SITE.
CONTRACTOR IS TO PROVIDE A ONE YEAR WARRANTY ON ALL PLANTMATERIAL, TURF, IRRIGATION COMPONENTS, AND WORKMANSHIP.REPLACEMENT PLANT MATERIALS SHALL BE OF THE SAME SPECIES ANDSIZE AS THE DECAYED OR DEAD PLANT MATERIAL. WARRANTY IS VOID IFPLANT MATERIAL ARE UNDER OR OVER-WATERED/FERTILIZED, DAMAGEDBY VANDALISM OR NEGLECTED BY OWNER AFTER FINAL MAINTENANCEPERIOD AND FINAL ACCEPTANCE IS PROVIDED.
REMOVE ALL TREE STAKING MATERIALS AT END OF WARRANTY, PRIOR TOFINAL ACCEPTANCE
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL LANDSCAPE SHOWNON THIS PLAN. ANY DEFICIENCIES OR DEVIATIONS FROM THIS PLAN ARETO BE APPROVED BY OWNER'S REPRESENTATIVE OR LANDSCAPEARCHITECT. ANY CHANGES FROM THE APPROVED PLANS MAY REQUIREAPPROVAL FROM THE CITY OR COUNTY PLANNING DEPARTMENTS.
LANDSCAPE CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALSNECESSARY TO FURNISH SCOPE OF WORK AS SHOWN PER PLAN.
CONTRACTOR TO TILL PARKING LOT ISLANDS TO A DEPTH OF 30".
CONTRACTOR TO PROVIDE COBBLE & UNDERLAYMENT FOR BUILDINGDRAINS AND SWALES THROUGH LANDSCAPED AREAS.
AMEND ALL PLANTING BEDS WITH CLASS 1 COMPOST. APPLY AT RATE OF 3CYDS. PER 1000 SQUARE FEET TO ALL PLANTING BEDS AND MANICUREDLAWN AREAS, AND 2 CYDS. PER 1000 SQUARE FEET FOR SEEDED AREAS.TILL, MIXING THOROUGHLY, INTO THE UPPER 8" OF SOIL.
6.
5.
10.
15.
16. ALL REQUIRED LANDSCAPING TO BE INSTALLED PRIOR TO ISSUANCE OFTHE CERTIFICATE OF OCCUPANCY.
PERENNIAL/GROUNDCOVER PLANTING DETAIL
NOT TO SCALE
NOTES:
1. KEEP PLANTS MOIST AND SHADED UNTIL PLANTING.
2. PLANT GROUND COVERS AND PERENNIALS LEVEL AND AT GRADE.
3. PRUNE ALL DEAD OR BROKEN PARTS PRIOR TO PLANTING.
4. AMENDED BACKFILL SHALL BE 1/3 COMPOST (PREFERABLY CLASSIFIED) AND 2/3 NATIVE
AND/OR IMPORTED TOPSOIL.
5. ALL PERENNIALS PLANTED IN ROCK MULCH AREAS TO HAVE ORGANIC MULCH RINGS
AROUND THE BASE OF THE PLANT.
PLACE AS PER PLANS
6" MIN.
NOTES:
1. DO NOT REMOVE OR CUT LEADER.
2 PRUNE ONLY DEAD OR BROKEN BRANCHES IMMEDIATELY PRIOR TO PLANTING.
3. DO NOT REMOVE ANY DOUBLE LEADER, UNLESS OTHERWISE DIRECTED BY OWNERS REPRESENTATIVE.
4. KEEP PLANTS MOIST AND SHADED UNTIL PLANTING.
5. AMENDED BACKFILL SHALL BE AS STATED ON THIS SHEET.
6. MARK THE NORTH SIDE OF TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE
WHENEVER POSSIBLE.
7. PINE AND SPRUCE TREES TO BE SPRAYED FOR IPS BARK BEETLE PRIOR TO PLANTING. COORDINATE WITH
CITY FORESTRY
FOR CURRENT INSECT AND DISEASE RECOMMENDATIONS PRIOR TO PLANTING.
8. ALL TREES TO BE DEEP WATERED AT TIME OF PLANTING.
EVERGREEN TREE PLANTING DETAIL
NOT TO SCALE
SECTION
TRUNK FLARE MUST BE VISIBLE AT TOP OF ROOTBALL.
POSITION ROOT FLARE AT GRADE.
3-4" DEPTH OF SPECIFIED MULCH. KEEP MULCH AWAY
FROM CONTACT WITH WOODY TRUNK. DO NOT PLACE
LANDSCAPE FABRIC UNDER MULCH.
PROVIDE A 6' DIAMETER WOOD MULCH RING WITH A 6" PLANTING
RIM FOR TREES IN DRYLAND PLANTING BEDS AND IN
IRRIGATED NATIVE SEED AREAS WHERE IRRIGATION ZONES
ARE TO BE SHUT DOWN AFTER ESTABLISHMENT. PROVIDE
6" RIM ON DOWNHILL SIDE ON SLOPES. NO RIM FOR TREES
IN IRRIGATED TURF AREAS.
SCARIFY SIDES OF PLANTING PIT. BACKFILL WITH AMENDED
SOIL MIX. ROOTBALL SHALL REST ON FIRM, UNDISTURBED SOIL.
AFTER TREE IS POSITIONED, REMOVE ALL TWINE, ROPE,
PLASTIC, WIRE, BURLAP, AND RUBBER.
SET TREE VERTICAL, STAKE TREES SMALLER THAN 6'
WITH TWO POSTS ON THE LEEWARD AND WINDWARD
SIDES; STAKE TREES 6' HEIGHT AND GREATER WITH 3 METAL
ANGLE IRONS, PLACED 120 DEGREES APART. USE NYLON
STRAP WITH GROMMETS BELOW MIDPOINT OF TREE.
TIGHTEN #10 GUY WIRE BY TWISTING. PROTECT BRANCHES
FROM TOUCHING WIRE. ALLOW A SLIGHT SAG FOR SWAY.
PROVIDE FLAGGING FOR VISIBILITY. SET STAKES IN
MINIMUM 18" FIRM SOIL. REMOVE STAKES WITHIN 12-18
MONTHS OF PLANTING.
ORANGE FLUORESCENT FLAGGING ON WIRE FOR
SAFETY.
DECIDUOUS TREE PLANTING DETAIL
SECTION
SET TREE VERTICAL, STAKE UP TO 3" CALIPER TREES
WITH TWO POSTS ON THE LEEWARD AND WINDWARD
SIDES; STAKE TREES OVER 3" CALIPER WITH 3
EVENLY SPACED POSTS. USE NYLON STRAP WITH
GROMMETS BELOW MIDPOINT OF TREE. TIGHTEN #10
GUY WIRE BY TWISTING. PROTECT BRANCHES FROM
TOUCHING WIRE. ALLOW A SLIGHT SAG FOR SWAY.
PROVIDE FLAGGING TAPE WITH MINIMUM 6" DANGLING.
SET STAKES IN MINIMUM 18" FIRM SOIL. REMOVE STAKES
WITHIN 12-18 MONTHS OF PLANTING.
TRUNK FLARE MUST BE VISIBLE AT TOP OF ROOTBALL.
POSITION ROOT FLARE AT GRADE.
3-4" DEPTH OF SPECIFIED WOOD MULCH. PROVIDE A 6' DIAMETER
WOOD MULCH RING AND 6" PLANTING RIM FOR TREES IN
DRYLAND PLANTING BEDS AND IN IRRIGATED NATIVE SEED
AREAS WHERE IRRIGATION ZONES ARE TO BE SHUT DOWN
AFTER ESTABLISHMENT. PROVIDE SAUCER ON DOWNHILL
SIDE ON SLOPES. KEEP MULCH AWAY FROM CONTACT WITH
WOODY TRUNK. DO NOT PLACE FABRIC UNDER MULCH. NO
RIM FOR TREES LOCATED IN TURF AREAS.
SCARIFY SIDES OF PLANTING PIT. BACKFILL WITH AMENDED
SOIL MIX. ROOTBALL SHALL REST ON FIRM, UNDISTURBED SOIL.
AFTER TREE IS POSITIONED, REMOVE ALL TWINE, ROPE,
PLASTIC, WIRE, BURLAP, AND RUBBER.
REMOVE TWINE FROM BRANCHES ON TREES TIED UP
FOR SHIPPING. SPRAY WITH WILT PRUF OR EQUAL
(IF LEAFED OUT).
ORANGE FLUORESCENT FLAGGING ON WIRE FOR
SAFETY.
NOTES:
1. MARK THE NORTH SIDE OF TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE
WHENEVER POSSIBLE.
2. AT TIME OF PLANTING, DO NOT REMOVE OR CUT LEADER AND PRUNE ONLY DEAD OR BROKEN BRANCHES, CROSS
OVER
BRANCHES, AND WEAK OR NARROW CROTCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE
PRUNED.
HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.
3. STRUCTURAL PRUNING SHOULD NOT BEGIN UNTIL AFTER ESTABLISHMENT PERIOD, USUALLY TWO GROWING
SEASONS.
4. KEEP PLANTS MOIST AND SHADED UNTIL PLANTING.
5. DO NOT FERTILIZE FOR AT LEAST ONE GROWING SEASON.
6. AMENDED BACKFILL SHALL BE AS STATED ON THIS SHEET.
7. WRAP TRUNK ON EXPOSED SITES AND SPECIES WITH THIN BARK. USE ELECTRICAL OR DUCT TAPE, NOT TWINE.
8. COORDINATE WITH CITY FORESTRY FOR CURRENT INSECT AND DISEASE RECOMMENDATIONS PRIOR TO PLANTING.
9. DEEP WATER ALL PLANTS AT TIME OF PLANTING.
SHRUB PLANTING DETAIL
NOT TO SCALE
SET SHRUBS VERTICAL. SHRUB SPACING AS PER PLANS.
LAYOUT VARIES. FINISHED GRADE OF SHRUB BED TO BE
2" BELOW ADJACENT FINISH GRADE AT EDGE TO HOLD
MULCH.
PLANT TOP OF ROOTBALL AT GRADE.
3-4" SPECIFIED ORGANIC MULCH. PROVIDE 6" PLANTING RIM
FOR SHRUBS NOT IN PLANTING BED. PROVIDE SAUCER ON
DOWNHILL SIDE ON SLOPES. NO PLANTING RIM FOR SHRUBS
IN PLANTING BED. KEEP MULCH AWAY FROM CONTACT WITH
WOODY TRUNK.
SCARIFY SIDES OF PLANTING PIT. BACKFILL WITH AMENDED
SOILMIX. ROOTBALL SHALL REST ON FIRM, UNDISTURBED SOIL.
REMOVE ALL PACKAGING MATERIAL. FOR POT BOUND PLANTS
ONLY: MAKE 4-5 VERTICAL CUTS IN ROOTBALL 1" DEEP. PLANT
IMMEDIATELY.
FOR ROOT BIND AT BOTTOM OF BALL: SPLIT ROOTBALL
VERTICALLY FROM BOTTOM HALFWAY TO TOP. SPREAD THE
TWO HALVES OVER A MOUND OF SOIL IN THE PLANTING HOLE.
SECTION
PLANT BED
12"
MIN.
MIN. 2X ROOTBALL
MIN. 2X ROOTBALL
L2.0
4
L2.0
1
L2.0
2
L2.0
5
FABRIC CUTOUT / WOOD MULCH RING DETAIL
NOT TO SCALEL2.0
3
ROOT
BALL
MASSED PLANTINGS
SHREDDED REDWOOD /
CEDAR / GORILLA HAIR
MULCH ONLY
CUTOUT IN WEED BARRIER
FABRIC TO BE LARGER
THAN ROOTBALL OF
PLANTING, OR GROUP OF
PLANTINGS. NO SLITS OR
CROSS CUTS WILL BE
ACCEPTED
SINGLE PLANTINGS
SHREDDED REDWOOD /
CEDAR
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