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AGENDA
CITY COUNCIL WORK SESSION
August 22, 2022
4:00 PM, City Council Chambers
427 Rio Grande Place
Aspen, CO 81611
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I.WORK SESSION
I.A.Burlingame Child Center Design Concept
I.B.West End Traffic Study Results
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Page 1 of 5
MEMORANDUM
TO:Mayor Torre and Aspen City Council
FROM:Jen Phelan, Development Manager and Shirley Ritter, Kids First Director
THROUGH:Scott Miller, Public Works Director
MEETING DATE:August 22, 2022
RE:Design Direction on Burlingame Early Childhood Education Center
REQUEST OF COUNCIL:Staff is providing an update on the progress of the Burlingame Early Childhood
Education (ECE) center, as well as follow-up information on the outreach that has been undertaken and
the density cap associated with the Burlingame subdivision. As part of this update, staff is requesting
feedback on design direction.
SUMMARY AND BACKGROUND: To progress a
critical City Council goal to increase childcare
capacity, staff issued a request for proposal
(RFP) to develop a childcare facility in the
Burlingame subdivision,selected the proposal
submitted by design firm Land and Shelter and
requested Council approve the contract.Since
the contract’s execution, staff and the
consultants have engaged in public outreach
on the project, created an Executive
Committee,and Design Advisory Group (DAG)
to provide guidance on design concepts for the
site.
As a refresher on the project, the city is
evaluating the ability to develop an ECE center
and housing on acreage comprised of three lots
adjacent to Harmony Road and Paepcke Road.
Parcel C contains 37,502 sq. ft. of area with
street frontage on both roads, the former
being the primary road into and out of the subdivision, the latter being part of the construction scope of
Phase 3 of Burlingame. Adjacent to this parcel are two lots approved for single-family development, Lot 3
(4,542 sq. ft.) and Lot 4 (4,486 sq. ft.),all three totaling 46,530 sq. ft. of area that are being considered for
development as part of the overall site plan. The largest parcel, Parcel C, contains steep grades. Following
is a high-level overview on the design development and public outreach undertaken for the project and
the density allowances and limitations associated with the subdivision.
Figure 1: Subject site
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Page 2 of 5
Design Development. To begin concept development for the ECE center, the design team initially
collaborated with an executive committee comprised of city staff and Kids First board members. This
group discussed the ideal programming of the ECE and outlined a preference for multiple housing units.
Feedback gathered during initial outreach also informed design ideas for the project.
The preferred programming for the ECE center includes seven classrooms that will serve about one
hundred infants, toddlers, and preschoolers. A gross motor room, administration space, entry
requirements and circulation, adequate storage, and support space make up the building’s program. A
focus on day lighting, access to outdoor play space, and incorporation of sustainable design techniques
was deemed important. With the preferred programming verified by the executive team, work began on
site planning and massing studies for a number of design concepts. Meanwhile, a design advisory group
(DAG) with a greater number of participants was created. In addition to members of the executive
committee, additional members with experience in childcare, sustainability, construction management,
and landscape design were included with the intent to further guide the design.
A number of concepts have been developed and refined down to two: Hillside (Exhibit A) and Streetside
(Exhibit B). Each contain identical programming for the ECE center but develop the site differently and
contain different amounts of housing. The Hillside concept proposes a standalone ECE center on Parcel C
as well as surface parking, with a fourplex on the two residential lots. Streetside provides an integrated
ECE/housing building at the corner of Harmony Road and Paepcke Road and provides for seven affordable
housing units in the building. Parking is proposed to be a combination of at grade and underground
structured parking. The DAG evaluated both design concepts and preferred the Hillside concept. Since
review of the concepts, both have been provided to a cost estimator to provide a high-level estimate that
will also identify significant cost drivers associated with each design.
Figure 2: Hillside design concept
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Page 3 of 5
Figure 3: Streetside design concept
Public Outreach (Exhibit C). Prior to developing an RFP for the project, city staff conducted an ice cream
social at the Burlingame commons building in September 2021 and discussed the idea of providing
childcare in the subdivision. Since contracting with the Land and Shelter team, Project Resource Studio
has assisted the city on engagement initiatives including two open houses at Burlingame (May 5th and July
13th) and a community wide survey, completed in June, via the Aspen Community Voice platform.
A number of themes have emerged from the outreach. The neighborhood has raised concerns about
parking and traffic, the ability to staff the facility, and prioritizing neighborhood children to attend. Both
outreach efforts provided the opportunity for residents to meet the design team, ask questions, and rank
design and programming ideas for the project. The community wide survey received over seventy
responses with eighty-four percent identifying as Burlingame residents. The survey polled respondentson
their interest in using the childcare facility, ranking of design ideas for the site, and potential concerns
associated with the facility. This outreach builds upon the City of Aspen 2022 Community Survey which
polled the community on infant care and early childhood needs where “most placed importance on taking
action to improve childcare needs”.
Table 1: Community survey results
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Page 4 of 5
DensityCap.BurlingameRanch was originally approved to be developed with 236 housing unitsconsisting
ofa mix of multi-familyand single-familydwellings. At some point thecity approached the HOA to discuss
an increase in the overall number of units in thesubdivision. In 2009, an agreement between the city and
the HOA was memorializedby two resolutionsto increase the overall density to 256 dwellings(Exhibit D),
consisting of 13 single-family and 243 muti-familydwellings. The city agreed to a number of amendments
and improvements to the subdivision as part of the negotiations that are outlined in the resolutions. In
addition, agreed upon language changes to the declarations include a provision that any future increase
in density requires unanimous approval by one hundred percent of the unit owners. Currently, the
number of occupied units in Burlingame is one hundred and seventy-seven.
Cost Estimates. As part of the concept evaluations, staff asked a cost estimating firm to review each
concept and estimate the associated cost to construct each project. Both concepts were assumed to be
net zero and July 2023 as the start date for construction. Construction costs for the housing and ECE
center, assuming escalation in material pricing and contingencies, is estimated at $22.2 million for the
Hillside concept and $27.3 million for Streetside concept. Without structured parking, Hillside costs less
than the Streetside design.
DISCUSSION:Staff would like to confirm with City Council the design concept that should move forward
to schematic design. Additionally, staff is looking for any additional guidance with the selected concept
that the design team should consider as they advance a design.
Preferred Design. Of the two concepts, the DAG’s preferred option is the Hillside design. Both ECE center
concepts meet theprogrammingrequirements;however, the standalone buildingwas thought to provide
a bettersenseof place andarrival for the future students. Separation between work and housingwas also
deemed desirable by the advisory committee. Additionally, staff considered the ability to work on the
entitlements for the ECE center and housing together or separately as advantageous to progressing the
center.Staff is requesting confirmation that Hillside is the preferred design concept.
Design Components.
ECE center. As mentioned earlier, the design concept provides seven student rooms, a gross motor
room, and accessory space. The initial massing of the building includes two stories, with some of
the mass built into the hillside, outdoor play areas and maximizing day lighting opportunities in
the structure are included.Is Council comfortable moving this design forward?
Parking.Surface parking on the site provides the most economic means to provide parking.
Although there is cost savings compared to structured parking, the parking is more visible and
takes up a greaterpercentage of the lot compared to the Streetsideconcept. The design team has
noted that this design provides less parking than the Streetside concept. The DAG has asked the
design team (and traffic consultant) to further consider parking needs with multi-modal
opportunities incorporated into the design, including possible shuttle opportunities.Does Council
have any additional design direction for the team on parking?
Housing. With the Hillside concept, four housing units are incorporated into the design with
parking on the ground level and two upper stories of housing. The initial design intent is to
complement the massing and design of Burlingame Phase III units currently under construction
while still relating to the ECEcenter. Initial commentsfrom the DAG arethat more than four units
5
Page 5 of 5
is preferredbut this direction was provided prior to further researchon the current density within
Burlingame and review of the 2009 agreement.
The need for consent of all unit owners to increase density within the subdivision raises the
question of whether the city should look at furthering the housing component. With completion
of Phase III, the subdivision will contain 256 units, with only two units unbuilt: the two lots that
are being considered with development of Parcel C. Besides being designated for single-family
development, all unit owners, currently 177 units, would have to vote to increase the density
allowed in the subdivision. Staff is requesting direction on whether to move forward with the
multi-family concept or pause on incorporating housing into the project.Staff is concerned that
getting 100 percent buy-in to increase density may beunrealistic; however, with the design of the
housing limited to the two lots and not on Parcel C, a housing option could be moved forward on
a separate design and entitlement track.
RECOMMENDATION: Staff recommends confirmation of the Hillside design concept and requests
direction on aspects of the project including the initial design of the ECE center, parking, and furthering
the housing component of the project.
EXHIBITS:
Attachment A: Hillside design concept
Attachment B: Streetside design concept
Attachment C: Outreach summaries
Attachment D: Resolution Nos. 99 and 82 (Series of 2009)
Attachment E: Cost estimate summary
6
RG 27BRG 2BRG 3BRG 4BRG 12BRG 11BRG 6BRG 10BRG 9BRG 21BRG 28BRG 17BRG 22BRG 23BRG 24BRG 16BRG 14B.1RG 14BRG 31B1RG 20BRG 1BRG27B1P11-09P11-10P11-11P11-12P11-13P11-14P11-01911-02P11-03P11-04P11-05P11-06P11-07P11-08P12-01P12-02P12-03P12-04P12-05P12-06P12-07P12-08P12-09P12-10P12-11P13-01P13-02P13-03P13-04P13-06P13-05P13-07P13-08P13-09P13-10P13-11P13-12P14-10P14-11P14-12P14-13P14-14P14-15P14-16P14-17P14-8P14-7P14-6P14-5P14-4P14-3P14-2P14-1P14-941224912105448615VANACCESSIBLEVANACCESSIBLESSSS SSSSSSDDSSSTPCDSEEEEEEEEE EEE E EE EEWVWVWVWV WVCOCOCOCOCOCOCOCOWVEEEWVEEEEX. COAEL. VAULTFLOW LINEOF 1' SWALE ASPHALT PARKING EXISTING BUS PULL OUT
WATER FOUNTAIN
AND METER
12" IRRIGATION RE-USE LINE AS-BUILTS PROVIDED
BY MCLAUGHLIN RINCON
HC APPROX LOCATION 6" PVC PIPE(45° VERTICAL BENDAT PUMP IN MANHOLE)24" RCP 18" RCP 18" RCP12" RCP
18" RCP18" RCP18" RCP18" RCP18" RCP 8" CPP 8" CPP24" RCP6" PVC24" RCPINV=7808.40'STORM MANHOLERIM=7818.36' 24" RCP INV IN=7810.56'6" PVC INV OUT =7813.17'24" RCP INV OUT =7810.71'8" CMP INVOUT=7809.89'IRRIGATION INLET BOX12" INV OUT=7804.42'STMH RIM = 7811.17'INV. IN 12"=7805.57'INV. 12"(CAPPED)=7806.32'INV. 6" PVC=PUMP @ FLANGE=7807.02'BOTTOM OF MH=7801.48'18 LF 24"STORM LINE12 LF OF 8"STORM PIPE8" INV IN7815.61'STMH RIM =7819.80'24" RCP N. INV. IN=7813.90'18" RCP S. INV. IN=7814.30'24" RCP E. INV. OUT=7813.72'12" PVC PIPE 12' PVC PIPE (CAPPED AT MANHOLE)1.5' DIA INLET RIM=7816.60'8" CPP N. INV.=7812.60'8" CPP S.E INV.=7812.60'4" PVC W. INV.=7812.60'2X2 INLET RIM=7807.65'18"RCP N.W. INV.=7806.15'18"RCP S.E. INV.=7806.25'2X3 INLET RIM=7807.85'18"RCP N.W. INV.=7805.95'18"RCP N.E. INV.=7805.00'2X2 INLET RIM=7819.0'18"RCP W. INV. OUT=7816.95'15"RCP N. INV. IN=7816.95'INV OUT=7809.3'INV=7809.1INV=7806.5INV=7817.40'INV 18" RCP=7817.222X2 INLET RIM=7819.40'24"RCP S. INV.OUT=7816.85'15"RCP E. INV. IN=7816.85'18"RCP N. INV. IN=7816.85'INV 12" CPP=7817.49'INV OUT=7817.11'2X2 INLET RIM=7819.45'18"RCP S. INV.=7817.80'18" RCPINV OUT 6" CPP=7818.22 INV 6" CPP=7816.61INV=7816.33INV=7815.6712" CPP INV=7805.651.5' DIA INLET RIM=7808.20'8" CPP N.W. INV.=7806.40'8" CPP S.E INV.=7806.40'INV IN=7812.1'
STORM INLET RIM=7822.08'
18" RCP S. INV. IN=16.08'
18" RCP N. INV. OUT=15.88'
8" CPPINV. IN=7818.33'4" PVC ROOF DRAININV. IN=7819.31'19" DIA RIM=7818.10'8" CPP INV. OUT=15.15'19" DIA RIM=7817.53'8" CPP INV. OUT=13.94'19" DIA INLET RIM=7817.00'8" CPP N. INV. IN=13.27''8" CPP S. INV. OUT0=13.27'1'x1' DRAIN RIM=7818.62'INV. OUT=17.65'1'x1' DRAIN RIM=7818.61'INV. OUT=17.67'1'x1' DRAIN RIM=7818.63'INV. OUT=17.65'8" CPPINV. IN=17.86'8" CPPINV. OUT=17.69'STORM INLET RIM=7845.50'
18" RCP S. INV. IN=41.05'
18" RCP N. INV. OUT=41.00'
STORM INLET RIM=7832.75'
18" RCP S. INV. IN=28.05'
18" RCP N. INV. OUT=27.95'
STAS-BUILTJOINT TRENCHAS-BUILTJOINT TRENCHTOP PIPE=7819.62'AS-BUILTJOINT TRENCHTOP PIPE=7819.57'AS-BUILTJOINT TRENCHTOP PIPE=7818.97'AS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINESE AS-BUILT HCETRANSFORMERSE AS-BUILT HCETRANSFORMERAS-BUILTPROPOSED SECONDARY ELECTRICTOP PIPE=7817.89'AS-BUILTPRIMARY ELECTRICTOP PIPE=7818.09'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.48'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.40'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.52'AS-BUILTSEWER STUBELEV. = 7816.65'SE &AS-BUILT SMH #75RIM = 7820.96'INV. IN = 7809.94'INV. OUT = 7809.74'SE &AS-BUILT SMH #76RIM = 7825.21'INV. IN = 7815.14'INV. IN = 7815.14'INV. OUT = 7814.94'SE AS-BUILT SMH #77RIM = 7827.43'INV. OUT = 7816.75'AS-BUILTSEWER STUBT.P.ELEV. = 7814.64'AS-BUILTSEWER STUBT.P.ELEV. = 7817.69'AS-BUILTSEWER BENDT.P.ELEV. = 7813.84'AS-BUILTSEWER BENDT.P.ELEV. = 7816.34' AS-BUILT SEWER SERVICEELEV = 7818.17'AS-BUILTSEWER BENDT.P.ELEV. = 7821.18'AS-BUILTSEWER BENDT.P.ELEV. = 7823.43'AS-BUILTSEWER BENDT.P.ELEV. = 7824.05'AS-BUILTSEWER BENDT.P.ELEV. = 7824.31'AS-BUILTSEWER SERVICE CAPT.P.ELEV. = 7826.16'9B 18" AREA INLETRIM = 7836.83'INV OUT 18" = 7835.83'8B 2' x 3' CURB INLETRIM = 7837.27'INV IN 12" = 7832.64'INV OUT 15" = 7832.30'6B 1 24" AREA INLETRIM = 7836.89'INV OUT 15" = 7832.21'12B 24" AREA INLETRIM = 7836.89'INV IN 15" (W) = 7831.59'INV IN 15" (N)= 7831.27'INV OUT 18" = 7831.10'10B 12" PVC PIPETOP OF PIPE = 7839.38'INV OUT 18" = 7835.86'11B 24" AREA INLETRIM = 7837.40'INV IN 15" = 7831.96'INV OUT 15" = 7831.72'13B 2' x 3' CURB INLETRIM = 7832.99'INV IN 18" = 7828.37'INV OUT 18" = 7827.78'15B1 STORM MH (4' Dia. Conc.)RIM = 7832.30'INV IN 12" = 7826.79INV IN 18" = 7826.62'INV OUT 18" = 7826.52'5B 2' x 3' CURB INLETRIM = 7828.38'INV IN 18" = 7823.59'INV IN 4" = 7823.63'INV OUT 18" = 7823.45'4B1 12" PVC PIPETOP OF PIPE = 7831.90'INV OUT 12" = 7826.81'4B 12" PVC PIPETOP OF PIPE = 7829.87'INV IN 12" = 7825.00'INV OUT 12" = 7824.97'1B2 STORM MH (4' Dia. Conc.)RIM = 7828.03'INV IN 18" = 7822.89'INV IN 12" = 7822.67'INV IN 4" = 7823.27' (No pipe-cutout only)INV OUT 18" = 7822.23'3B 3' x 3' AREA INLETRIM = 7827.27'INV IN 18" = 7822.16'INV OUT 18" = 7821.87'2B 2' x 2' AREA INLETRIM = 7827.27'INV IN 18" = 7821.86'INV OUT 18" = 7821.55'30B 2' x 2' AREA INLETRIM = 7825.92'INV IN 18" = 7820.67'INV OUT 18" = 7820.47'J-SFDB#1-3' x 3' INLETRIM = 7820.93'INV OUT 24" = 7816.59'ORIFICE EL = 7816.98'J-6A1-4 STORM MH (4' Dia. Conc.)RIM = 7821.45'INV IN 24"(S) = 7814.70'INV IN 24"(N) = 7814.52'INV OUT 24" = 7814.35'I-6A 3' x 3' AREA INLETRIM = 7820.80'INV IN 18" = 7813.99'INV IN 24" = 7814.95'INV OUT 24" = 7814.78'ORIFICE EL = 7718.02'J6A2 2' x 3' CURB INLETRIM = 7819.30'INV IN 24" = 7815.27'INV OUT 24" = 7814.98'J6A3 2' x 3' CURB INLETRIM = 7820.02'INV IN 10" = 7815.61'INV OUT 12" = 7815.48'I6B 2' x 2' AREA INLETRIM = 7820.92'INV IN 12" = 7816.08'INV OUT 18" = 7815.91'TEMP 12" INLETRIM = 7818.93'INV OUT 10" = 7816.84'J-EX1 STORM MH (5' Dia. Conc.)RIM = 7819.80'INV IN 24"(W) = 7813.80'INV IN 18"(S)(EX) = 7814.31'INV OUT 24" = 7813.30'131.2 LF-12" HDPE12" Stub outBuried at time of survey2.43%8.47 LF-12" HDPE25.8%27.4 LF-15" RCP1.24%25.9 LF-15" RCP1.73%39.4 LF-15" RCP2.73%93.0 LF-18" RCP2.94%27.1 LF-18" RCP4.28%47.4 LF-18" RCP6.19%38.1 LF-18" RCP0.15%25.9 LF-12" HDPE8.89%68.9 LF-12" HDPE2.63%21.0 LF-18" RCP1.71%15.0 LF18" RCP2.13%36.2 LF-18" RCP2.43%106.4 LF-18" RCP5.16%115.1 LF-24" HDPE1.64%10.6 LF24" RCP2.45%10.7 LF24" RCP0.28%20.0 LF18" RCP1.05%13.2 LF12" RCP2.26%81.9 LF-10" HDPE0.93%4" PVC PIPE (TOP)ELEV. = 7821.09'4" PVC PIPE (TOP)ELEV. = 7820.65'4" PVC PIPE (TOP)ELEV. = 7819.53'4" PVC PIPE (TOP)ELEV. = 7819.56'48 LF-24" RCP1.15%15" CONC. PIPEELEV = 7806.56'15" CONC. PIPEELEV = 7809.22'15" CONC. PIPEELEV = 7809.45'15" CONC. PIPEELEV = 7812.24'CONC. DRAINAGE STRUCTUREINV IN 15" CONCRETE PIPEELEV = 7805.96'CONC. DRAINAGE STRUCTUREINV IN 15" CONCRETE PIPEELEV = 7806.24'INV OUT CPELEV = 7806.18'15" CONC. PIPEELEV = 7817.20'CONC. DRAINAGE STRUCTURESUMP ELEV = 7817.07'15" CONC. PIPEELEV = 7817.13'15" CONC. PIPEELEV = 7817.06'15" CONC. PIPEELEV = 7817.17'15" CONC. PIPEELEV = 7817.17'CONC. DRAINAGE STRUCTURESUMP ELEV = 7816.97'15" CONC. PIPEELEV = 7817.30'15" CONC. PIPEELEV = 7818.00'CONC. DRAINAGE STRUCTURESUMP ELEV = 7817.95'15" CONC. PIPEELEV = 7819.05'15 IN INV CPELEV = 7817.17'CONC. DRAINAGE STRUCTUREINLET ELEV = 7836.67'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7827.32'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7827.12'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7825.66'1.2' VERT. PVC CAPINLET ELEV = 7829.96'1.2' VERT. PVC CAPINLET ELEV = 7831.76'SUMP ELEV = 7815.27' 12" CPPELEV = 7816.88'15" CONC. PIPEELEV = 7815.88'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7837.41'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7837.10'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7836.62'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7828.51'WVD
WCTEEEWVSDYHDYHWVWVWVWVWVWVWVWVEEEESSSDgasWVWVWVSSSWVWVHYDWVWVEEHYDHYD WVWVWVWVWVWVCCTTWVWVWVWIV WVWVIV IV IVIVIVGVgasgasgasTCTCTCD
CENTERLINE 10' WIDE HOLY CROSS EASEMENTCENTERLINE 10' WIDE HOLY CROSS EASEMENTUTILITY EASEMENTCENTERLINE 20' WIDE SANITARY SEWER EASEMENTCENTERLINE 20' WIDE SANITARY SEWER EASEMENT10.5' WIDE STORM SEWER EASEMENTCENTERLINE 10' WIDE UTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTCENTERLINE 10' WIDE UTILITY EASEMENTDRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 3 AND 45.0' WIDE DRAINAGE EASEMENT FOR THE BENEFIT OFBURLINGAME RANCH II CONDOMINIUM ASSOCIATION INC.DRAINAGE EASEMENT FOR THE BENEFIT OF THE CITY OFASPEN3.5' UTILITY EASEMENTCENTERLINE 7' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 3TRANSIT EASEMENTCENTERLINE 4' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 124' WIDE FIRE LANE EASEMENT24' WIDE FIRE LANE EASEMENTCENTERLINE 7' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 3SNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTLOT 2LOT 1LOT 1LOT 2LOT 3LOT 4LOT 5CONDOMINIUM1ST SUPPLEMENTBURLINGAME RANCH 1 CONDOMINIUMCONDOMINIUM1ST SUPPLEMENT187,412 Sq Ft4.302 Ac.37,502 Sq Ft0.861 Ac.LOT 34,542 Sq Ft0.104 Ac.LOT 44,486 Sq Ft0.103 Ac.HARMONY ROAD194,015 Sq Ft4.454 Ac.L23b2.11'6.11'S36°52'14"W 112.09'S17°50'24"E51.80'N78°19'26"E 94.46'S78°19'26"W 94.46'N17°50'24"W51.80'N36°52'14"E 112.09'LR2LR3188.85'209.33'CR10CR11CR12CR13CR14CR15CR16CR17CR14bCR14cCR14aCT1CT1aCT1bCT1cN34°25'37"E 204.32'N00°13'53"E 231.68'N22°29'54"W 398.18'S84°27'15"W 92.93'S33°44'31"W 135.08'L26S16°53'41"W 112.15'L18L19L21L23aL20L22L24L25L27C5C6C7C8S08°15'49"E 85.05'N72°16'44"W 73.19'S05°47'34"E 85.45'37.08'57.38'LT6LT7LT8LT9PARK CTRACT 1TRACT 3TRACT 3TRACT 1PARK CLOT 3LOT 4HARMONY ROADFORGE ROADMINING STOCK PARKWAYPAEPCKE DRIVEP12-01P12-02P12-03P12-04P12-05P12-06P12-07P12-08P12-09P12-10P12-11P12-12P12-13P12-14P12-15P14-01P14-02P14-03P14-04P14-06P14-07P14-08P14-09P14-10P14-11P14-12P14-13P14-14P14-15P14-16P14-17P11-01P11-04P11-05P11-07P11-08P11-09P11-10P11-11P11-12P11-13P11-14P13-01P13-02P13-03P13-04P13-06P13-05P13-07P13-08P13-09P13-10P13-11P13-12P12-01P12-02P12-03P12-04P12-05P14-01P14-02P14-03P14-04P14-05P14-06P14-07P14-08P14-09P11-07P11-08+ 29.50+ 29.1129.13 ++ TW 28+/- BW 24.0+ TW 28.5+/- BW 26.0+ TW 28.5+/- BW 26.030354040.50 + +29.42+ TW 34+ TW 33+ TW 32FF2=7838.90FF1=7828.00FF2=7843.00FF1=7832.10FF1=7843.00FF2=7840.00FF1=7829.10FF2=7832.40FF1=7821.50FF2=7840.00FF1=7829.10FF2=7842.23FF1= 7831.33FF2=7843.40FF1= 7832.50FF2=7841.57FF1= 7830.67P12P14P11C12A13E11E15B13B14P13C12(attach)F14(b)F14(a)MATCH EXBS 100.00TS 100.00MH 100.00CB 100.00HPS 100.00BC 100.00TC 100.00BW 100.00TW 100.00FFE 100.00100.00LP 100.00RIM 7836.89RIM 7836.89RIM 7837.40RIM 7837.27RIM 7832.9940.0039.6639.30TW 39.0039.3039.3028.75LP 38.50LP 38.75LP 36.75LP 36.75TW 34.5028.6028.4047.0038.00TW 42.50TW 48.00TW 49.00BW 45.00BW 38.00LP 36.7529.00TW 40.00BW 38.00TW 38.00BW 36.00TW 36.00BW 34.00TW 34.00BW 32.00TW 32.00BW 29.00TW 50.00TW 50.0049.0048.00BW 46.50BW 47.50LP36.3037.8038.805%3.7%3.4%5.0%5.0%5.0%2%4.0%28.10BW 29.00TW 40.002.5%2.0%28.1228.1028.00EOA 27.74EOA 27.353.8%2.7%27.00BW 23.00TW 26.00TW 26.001.4%37.00BW 44.00TW 43.00BW 38.0018%39.502%2%BW 38.00TW 44.00TW 46.00BW 42.50TW 60.00BW 54.00TW 51.00BW 43.00TW 49.00BW 40.0044.00BW 54.00TW 60.00TW 48.0043.00BW 39.00TW 49.00BW 41.00BW 53.00TW 57.00TW 43.00BW 37.00TW 46.00BW 44.00BW 34.00TW 41.00TW 32.00BW 29.00BW 46.00TW 48.00BW 47.00TW 43.33TW 45.0040.00BW 35.00TW 39.0034.0022.251.5%1.6%21.672.9%2.0%22.003.5%21.97TOC 22.635.0%TOC 22.63TOC 22.63TOC 22.63TOC 22.63TOC 22.6321.5021.501.0%BW 22.004.8%EOC 22.4822.6721.5827.502.5%22.6722.67EOC 22.48EOC 22.4822.103.5%22.053.5%39.2226.5026.00EOC 28.305.0%27.00TW 37.00BW 35.00TW 35.00BW 33.0027.453.5%2.0%7832783178307829TOC 22.6736.0035.0033.0032.0031.0030.0029.00EOC 28.00EOA 26.4028.0028.0027.0028.0028.0028.00TW 38.75TW 37.00TW 32.50TW 33.50TW 35.50TW 34.50TW 37.75TW 36.50TW 38.5037.0038.0039.003.33%16%EOC 22.4222.49782678277828TOC 32.50EOC 32.34 31.942%TOC 32.50TOC 31.29EOC 32.344.0% 31.59EOC 31.1330.6021.00TW 22.55BW 21.00TW 22.00BW 20.69TW 22.65BW 21.10TBC 20.85TBC 20.55TBC 21.0578347833LP 29.2541.50TOC 41.67EOC 41.4441.25TOC 41.67EOC 41.44TOC 41.67EOC 41.4441.2541.25TOC 30.6729.80EOC 30.4931.50TOC 30.67 31.84 31.342.70%3.70%TOC 42.96TOC 42.96DECK 42.96EOC 42.76TW 40.00BW 35.00TW 40.00TOC 43.00TOC 43.00TOC 43.00TOC 43.00TOC 32.00TOC 32.004.3%30.6231.25TOC 42.33TOC 42.33EOC 42.173.4%42.0041.102.0%FL 20.00FL 21.00EOC 30.54EOC 30.54TOC 30.671.5%27.0029.0029.0030.0030.0030.2030.203.2%30.203.3% 33.00EOC 31.823.3%31.14EOC 42.82EOC 42.82EOC 42.8242.612.2%42.312.0%42.204.2%35.0029.0030.00TOC 32.0078307829BW 36.00TW 36.00BW 32.00BW 31.00BW 30.00TW 35.50TW 35.00LP 40.50TOC 44.00TOC 44.00EOC 43.75EOC 43.75TOC 32.96EOC 32.80TOC 32.96EOC 32.80EOC 31.8242.9643.004.5%2.5%32.0042.502.0%31.5632.6132.6332.301.5%2.0%4.8%30.502.0%26.0031.0024.614.4%EOC 42.853.5%2.0%3.0%EOA24.13TW 28.00EOA 22.2021.60EOA 20.95TOC 22.63EOC 22.42EOC 22.4222.30EOC 22.42EOA42.32BW40.50EOA39.90EOA39.66EOA38.00EOA34.224.0%4.0%EOA24.774.0%2.0%2.0%TOC 29.00EOC 27.822.0%27.5028.9327.502.5%2.0%27.9032.904.8%4.5%4.8%41.2743.5043.142.0%2.0%43.50EOC 43.07EOC 19.30EOA 27.40EOC 20.40EOC 20.7025.002.7%3.5%27.282.0%2.0%2.0%27.4025.003.6%3.5%4.0%TOC 29.00EOC 28.872.0%TOC 27.96EOC 27.80TOC 27.96EOC 27.8027.3327.3328.25TW 42.50BW 40.50TW 40.00BW 38.00TW 37.50BW 35.50TW 35.00BW 33.0042.61EOC 40.8144.502.6%2.0%2.6%32.202.0%31.6241.62TOC 27.96EOC 27.8027.33TOC 34.00EOC 33.84TOC 32.962.0%33.0032.10TW 42.50BW 40.50TW 40.00BW 38.00TW 37.50BW 35.50TW 35.00BW 33.0033.0032.413.2%41.12TW 38.12BW 36.12TW41.50BW 38.50TW 35.62BW 33.62TW 33.12BW 31.90BW 31.00TW 33.12TW 35.62TW 38.12BW 36.12TW 35.62BW 33.62TW 33.12BW 31.90EOA 41.72EOA 41.16EOA 41.16BW 38.50TW41.50TW41.00EOA 41.72TW41.00BW 34.00TW42.00BW38.00TW42.00TW38.00BW34.002.0%2.0%TOC 29.00EOC 27.822.0%TW31.00BW 28.00LP 29.75EOC 27.9031.5027.502.3%27.502.0%2.0%2.0%TOC 31.00EOC 30.862.0%EOC 30.86TOC 31.002.0%2.0%EOC 30.86TOC 31.0027.503.7%2.3%44.702.0%1.5%TOC 34.00EOC 33.8430.5231.5033.4430.5030.5033.69TOC 45.0032.2033.5433.0044.0043.0043.0042.9042.4043.2143.0341.7541.29TOC 42.29EOC 42.1241.5840.40EOC 40.2639.7640.6441.50EOC 44.8044.255.0%43.75TOC 44.00EOC 43.84TOC 44.00EOC 43.84TOC 44.00EOC 43.84TOC 33.00EOC 32.80TOC 33.00EOC 32.80TOC 33.00TOC 33.00EOC 32.782.5%TOC 45.00EOC 44.8044.105.0%3.5%2.0%2.6%1.9%TOC 42.29EOC 42.0730.67TOC 30.33TOC30.33TOC 30.33EOC 30.1330.0030.5530.002.0%3.0%3.0%EOC 30.132.5%TOC 30.29EOC 30.10TOC 41.33EOC 41.16TOC 41.33EOC 41.1640.505.0%30.5029.504.3%5.0%TOC 41.33EOC 41.13TOC 41.33EOC 41.1340.7740.685.0%5.0%1.5%29.773.5%3.0%29.505.0%4.5%TBC 40.50TBC 41.60TOC 31.33TOC 31.33EOC 31.16EOC 31.1641.6241.1229.5028.5028.0027.5030.832.1%30.832.1%2.6%2.0%4.3%30.3327.502.5%3.2%2.3%2.5%2.7%2.5%2.0%2.0%2.0%7828EOC 28.06EOC 27.96BW 35.50 32.88 LP 31.50TOC 40.00TOC 40.00TOC 29.00TOC 29.0029.00EOC 28.822%2%2%EOC 28.84TOC 29.0037.00TOC 39.82EOC 39.82EOC 39.882%EOC 39.73TOC 40.00TOC 40.00TOC 40.00TOC 40.00TOC 29.00TOC 29.00TOC 29.00EOC 28.83EOC 28.83EOC 28.83TOC 29.002%2%2%EOC 39.73EOC 39.7339.403.0%3.0%BW 35.003.0%EOC 31.82EOC 31.892.0%EOC 31.6578317830 2.0%31.502.0%EOC 42.9242.5041.17EOC 40.71EOC 42.9842.52EOC 40.3239.701.0%2.0%2.8%2.8%TOC 31.3330.501.0%TOW 41.50BOW 37.50TOW 36.50BOW 33.00BOW 32.00TOW 36.502.9%3.7%32.602.4%2.4%32.6032.40TOC 33.003.3%TW 44.00BW 42.00TW 41.50BW 39.50TW 39.00BW 37.00TW 36.50BW 34.50TW 34.00BW 33.00EOC 30.86EOC 30.8630.73TOC 31.00TOC 31.00TOC 31.00EOC 30.7930.393.0%5.0%EOC 30.79EOC 30.794.4%4.1%TOC 31.0029.8030.3830.382.8%5.0%28.403.0%FFE 100.00TW 100.00TC 100.00BW 100.00100.00FFE 100.00TW 100.00TC 100.00BW 100.00100.00RG 27BRG 2BRG 3BRG 4BRG 12BRG 11BRG 6BRG 10BRG 9BRG 21BRG 28BRG 17BRG 22BRG 23BRG 24BRG 16BRG 14B.1RG 14BRG 31B1RG 20BRG 1BRG27B1P11-09P11-10P11-11P11-12P11-13P11-14P11-01911-02P11-03P11-04P11-05P11-06P11-07P11-08P12-01P12-02P12-03P12-04P12-05P12-06P12-07P12-08P12-09P12-10P12-11P13-01P13-02P13-03P13-04P13-06P13-05P13-07P13-08P13-09P13-10P13-11P13-12P14-10P14-11P14-12P14-13P14-14P14-15P14-16P14-17P14-8P14-7P14-6P14-5P14-4P14-3P14-2P14-1P14-941224912105448615VANACCESSIBLEVANACCESSIBLESSSS SSSSSSDDSSSTPCDSEEEEEEEEE EEE E EE EEWVWVWVWV WVCOCOCOCOCOCOCOCOWVEEEWVEEEEX. COAEL. VAULTFLOW LINEOF 1' SWALE ASPHALT PARKING EXISTING BUS PULL OUT
WATER FOUNTAIN
AND METER
12" IRRIGATION RE-USE LINE AS-BUILTS PROVIDED
BY MCLAUGHLIN RINCON
HC APPROX LOCATION 6" PVC PIPE(45° VERTICAL BENDAT PUMP IN MANHOLE)24" RCP 18" RCP 18" RCP12" RCP
18" RCP18" RCP18" RCP18" RCP18" RCP 8" CPP 8" CPP24" RCP6" PVC24" RCPINV=7808.40'STORM MANHOLERIM=7818.36' 24" RCP INV IN=7810.56'6" PVC INV OUT =7813.17'24" RCP INV OUT =7810.71'8" CMP INVOUT=7809.89'IRRIGATION INLET BOX12" INV OUT=7804.42'STMH RIM = 7811.17'INV. IN 12"=7805.57'INV. 12"(CAPPED)=7806.32'INV. 6" PVC=PUMP @ FLANGE=7807.02'BOTTOM OF MH=7801.48'18 LF 24"STORM LINE12 LF OF 8"STORM PIPE8" INV IN7815.61'STMH RIM =7819.80'24" RCP N. INV. IN=7813.90'18" RCP S. INV. IN=7814.30'24" RCP E. INV. OUT=7813.72'12" PVC PIPE 12' PVC PIPE (CAPPED AT MANHOLE)1.5' DIA INLET RIM=7816.60'8" CPP N. INV.=7812.60'8" CPP S.E INV.=7812.60'4" PVC W. INV.=7812.60'2X2 INLET RIM=7807.65'18"RCP N.W. INV.=7806.15'18"RCP S.E. INV.=7806.25'2X3 INLET RIM=7807.85'18"RCP N.W. INV.=7805.95'18"RCP N.E. INV.=7805.00'2X2 INLET RIM=7819.0'18"RCP W. INV. OUT=7816.95'15"RCP N. INV. IN=7816.95'INV OUT=7809.3'INV=7809.1INV=7806.5INV=7817.40'INV 18" RCP=7817.222X2 INLET RIM=7819.40'24"RCP S. INV.OUT=7816.85'15"RCP E. INV. IN=7816.85'18"RCP N. INV. IN=7816.85'INV 12" CPP=7817.49'INV OUT=7817.11'2X2 INLET RIM=7819.45'18"RCP S. INV.=7817.80'18" RCPINV OUT 6" CPP=7818.22 INV 6" CPP=7816.61INV=7816.33INV=7815.6712" CPP INV=7805.651.5' DIA INLET RIM=7808.20'8" CPP N.W. INV.=7806.40'8" CPP S.E INV.=7806.40'INV IN=7812.1'
STORM INLET RIM=7822.08'
18" RCP S. INV. IN=16.08'
18" RCP N. INV. OUT=15.88'
8" CPPINV. IN=7818.33'4" PVC ROOF DRAININV. IN=7819.31'19" DIA RIM=7818.10'8" CPP INV. OUT=15.15'19" DIA RIM=7817.53'8" CPP INV. OUT=13.94'19" DIA INLET RIM=7817.00'8" CPP N. INV. IN=13.27''8" CPP S. INV. OUT0=13.27'1'x1' DRAIN RIM=7818.62'INV. OUT=17.65'1'x1' DRAIN RIM=7818.61'INV. OUT=17.67'1'x1' DRAIN RIM=7818.63'INV. OUT=17.65'8" CPPINV. IN=17.86'8" CPPINV. OUT=17.69'STORM INLET RIM=7845.50'
18" RCP S. INV. IN=41.05'
18" RCP N. INV. OUT=41.00'
STORM INLET RIM=7832.75'
18" RCP S. INV. IN=28.05'
18" RCP N. INV. OUT=27.95'
STAS-BUILTJOINT TRENCHAS-BUILTJOINT TRENCHTOP PIPE=7819.62'AS-BUILTJOINT TRENCHTOP PIPE=7819.57'AS-BUILTJOINT TRENCHTOP PIPE=7818.97'AS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINESE AS-BUILT HCETRANSFORMERSE AS-BUILT HCETRANSFORMERAS-BUILTPROPOSED SECONDARY ELECTRICTOP PIPE=7817.89'AS-BUILTPRIMARY ELECTRICTOP PIPE=7818.09'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.48'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.40'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.52'AS-BUILTSEWER STUBELEV. = 7816.65'SE &AS-BUILT SMH #75RIM = 7820.96'INV. IN = 7809.94'INV. OUT = 7809.74'SE &AS-BUILT SMH #76RIM = 7825.21'INV. IN = 7815.14'INV. IN = 7815.14'INV. OUT = 7814.94'SE AS-BUILT SMH #77RIM = 7827.43'INV. OUT = 7816.75'AS-BUILTSEWER STUBT.P.ELEV. = 7814.64'AS-BUILTSEWER STUBT.P.ELEV. = 7817.69'AS-BUILTSEWER BENDT.P.ELEV. = 7813.84'AS-BUILTSEWER BENDT.P.ELEV. = 7816.34' AS-BUILT SEWER SERVICEELEV = 7818.17'AS-BUILTSEWER BENDT.P.ELEV. = 7821.18'AS-BUILTSEWER BENDT.P.ELEV. = 7823.43'AS-BUILTSEWER BENDT.P.ELEV. = 7824.05'AS-BUILTSEWER BENDT.P.ELEV. = 7824.31'AS-BUILTSEWER SERVICE CAPT.P.ELEV. = 7826.16'9B 18" AREA INLETRIM = 7836.83'INV OUT 18" = 7835.83'8B 2' x 3' CURB INLETRIM = 7837.27'INV IN 12" = 7832.64'INV OUT 15" = 7832.30'6B 1 24" AREA INLETRIM = 7836.89'INV OUT 15" = 7832.21'12B 24" AREA INLETRIM = 7836.89'INV IN 15" (W) = 7831.59'INV IN 15" (N)= 7831.27'INV OUT 18" = 7831.10'10B 12" PVC PIPETOP OF PIPE = 7839.38'INV OUT 18" = 7835.86'11B 24" AREA INLETRIM = 7837.40'INV IN 15" = 7831.96'INV OUT 15" = 7831.72'13B 2' x 3' CURB INLETRIM = 7832.99'INV IN 18" = 7828.37'INV OUT 18" = 7827.78'15B1 STORM MH (4' Dia. Conc.)RIM = 7832.30'INV IN 12" = 7826.79INV IN 18" = 7826.62'INV OUT 18" = 7826.52'5B 2' x 3' CURB INLETRIM = 7828.38'INV IN 18" = 7823.59'INV IN 4" = 7823.63'INV OUT 18" = 7823.45'4B1 12" PVC PIPETOP OF PIPE = 7831.90'INV OUT 12" = 7826.81'4B 12" PVC PIPETOP OF PIPE = 7829.87'INV IN 12" = 7825.00'INV OUT 12" = 7824.97'1B2 STORM MH (4' Dia. Conc.)RIM = 7828.03'INV IN 18" = 7822.89'INV IN 12" = 7822.67'INV IN 4" = 7823.27' (No pipe-cutout only)INV OUT 18" = 7822.23'3B 3' x 3' AREA INLETRIM = 7827.27'INV IN 18" = 7822.16'INV OUT 18" = 7821.87'2B 2' x 2' AREA INLETRIM = 7827.27'INV IN 18" = 7821.86'INV OUT 18" = 7821.55'30B 2' x 2' AREA INLETRIM = 7825.92'INV IN 18" = 7820.67'INV OUT 18" = 7820.47'J-SFDB#1-3' x 3' INLETRIM = 7820.93'INV OUT 24" = 7816.59'ORIFICE EL = 7816.98'J-6A1-4 STORM MH (4' Dia. Conc.)RIM = 7821.45'INV IN 24"(S) = 7814.70'INV IN 24"(N) = 7814.52'INV OUT 24" = 7814.35'I-6A 3' x 3' AREA INLETRIM = 7820.80'INV IN 18" = 7813.99'INV IN 24" = 7814.95'INV OUT 24" = 7814.78'ORIFICE EL = 7718.02'J6A2 2' x 3' CURB INLETRIM = 7819.30'INV IN 24" = 7815.27'INV OUT 24" = 7814.98'J6A3 2' x 3' CURB INLETRIM = 7820.02'INV IN 10" = 7815.61'INV OUT 12" = 7815.48'I6B 2' x 2' AREA INLETRIM = 7820.92'INV IN 12" = 7816.08'INV OUT 18" = 7815.91'TEMP 12" INLETRIM = 7818.93'INV OUT 10" = 7816.84'J-EX1 STORM MH (5' Dia. Conc.)RIM = 7819.80'INV IN 24"(W) = 7813.80'INV IN 18"(S)(EX) = 7814.31'INV OUT 24" = 7813.30'131.2 LF-12" HDPE12" Stub outBuried at time of survey2.43%8.47 LF-12" HDPE25.8%27.4 LF-15" RCP1.24%25.9 LF-15" RCP1.73%39.4 LF-15" RCP2.73%93.0 LF-18" RCP2.94%27.1 LF-18" RCP4.28%47.4 LF-18" RCP6.19%38.1 LF-18" RCP0.15%25.9 LF-12" HDPE8.89%68.9 LF-12" HDPE2.63%21.0 LF-18" RCP1.71%15.0 LF18" RCP2.13%36.2 LF-18" RCP2.43%106.4 LF-18" RCP5.16%115.1 LF-24" HDPE1.64%10.6 LF24" RCP2.45%10.7 LF24" RCP0.28%20.0 LF18" RCP1.05%13.2 LF12" RCP2.26%81.9 LF-10" HDPE0.93%4" PVC PIPE (TOP)ELEV. = 7821.09'4" PVC PIPE (TOP)ELEV. = 7820.65'4" PVC PIPE (TOP)ELEV. = 7819.53'4" PVC PIPE (TOP)ELEV. = 7819.56'48 LF-24" RCP1.15%15" CONC. PIPEELEV = 7806.56'15" CONC. PIPEELEV = 7809.22'15" CONC. PIPEELEV = 7809.45'15" CONC. PIPEELEV = 7812.24'CONC. DRAINAGE STRUCTUREINV IN 15" CONCRETE PIPEELEV = 7805.96'CONC. DRAINAGE STRUCTUREINV IN 15" CONCRETE PIPEELEV = 7806.24'INV OUT CPELEV = 7806.18'15" CONC. PIPEELEV = 7817.20'CONC. DRAINAGE STRUCTURESUMP ELEV = 7817.07'15" CONC. PIPEELEV = 7817.13'15" CONC. PIPEELEV = 7817.06'15" CONC. PIPEELEV = 7817.17'15" CONC. PIPEELEV = 7817.17'CONC. DRAINAGE STRUCTURESUMP ELEV = 7816.97'15" CONC. PIPEELEV = 7817.30'15" CONC. PIPEELEV = 7818.00'CONC. DRAINAGE STRUCTURESUMP ELEV = 7817.95'15" CONC. PIPEELEV = 7819.05'15 IN INV CPELEV = 7817.17'CONC. DRAINAGE STRUCTUREINLET ELEV = 7836.67'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7827.32'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7827.12'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7825.66'1.2' VERT. PVC CAPINLET ELEV = 7829.96'1.2' VERT. PVC CAPINLET ELEV = 7831.76'SUMP ELEV = 7815.27' 12" CPPELEV = 7816.88'15" CONC. PIPEELEV = 7815.88'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7837.41'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7837.10'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7836.62'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7828.51'WVD
WCTEEEWVSDYHDYHWVWVWVWVWVWVWVWVEEEESSSDgasWVWVWVSSSWVWVHYDWVWVEEHYDHYD WVWVWVWVWVWVCCTTWVWVWVWIV WVWVIV IV IVIVIVGVgasgasgasTCTCTCD
CENTERLINE 10' WIDE HOLY CROSS EASEMENTCENTERLINE 10' WIDE HOLY CROSS EASEMENTUTILITY EASEMENTCENTERLINE 20' WIDE SANITARY SEWER EASEMENTCENTERLINE 20' WIDE SANITARY SEWER EASEMENT10.5' WIDE STORM SEWER EASEMENTCENTERLINE 10' WIDE UTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTCENTERLINE 10' WIDE UTILITY EASEMENTDRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 3 AND 45.0' WIDE DRAINAGE EASEMENT FOR THE BENEFIT OFBURLINGAME RANCH II CONDOMINIUM ASSOCIATION INC.DRAINAGE EASEMENT FOR THE BENEFIT OF THE CITY OFASPEN3.5' UTILITY EASEMENTCENTERLINE 7' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 3TRANSIT EASEMENTCENTERLINE 4' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 124' WIDE FIRE LANE EASEMENT24' WIDE FIRE LANE EASEMENTCENTERLINE 7' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 3SNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTLOT 2LOT 1LOT 1LOT 2LOT 3LOT 4LOT 5CONDOMINIUM1ST SUPPLEMENTBURLINGAME RANCH 1 CONDOMINIUMCONDOMINIUM1ST SUPPLEMENT187,412 Sq Ft4.302 Ac.37,502 Sq Ft0.861 Ac.LOT 34,542 Sq Ft0.104 Ac.LOT 44,486 Sq Ft0.103 Ac.HARMONY ROAD194,015 Sq Ft4.454 Ac.L23b2.11'6.11'S36°52'14"W 112.09'S17°50'24"E51.80'N78°19'26"E 94.46'S78°19'26"W 94.46'N17°50'24"W51.80'N36°52'14"E 112.09'LR2LR3188.85'209.33'CR10CR11CR12CR13CR14CR15CR16CR17CR14bCR14cCR14aCT1CT1aCT1bCT1cN34°25'37"E 204.32'N00°13'53"E 231.68'N22°29'54"W 398.18'S84°27'15"W 92.93'S33°44'31"W 135.08'L26S16°53'41"W 112.15'L18L19L21L23aL20L22L24L25L27C5C6C7C8S08°15'49"E 85.05'N72°16'44"W 73.19'S05°47'34"E 85.45'37.08'57.38'LT6LT7LT8LT9PARK CTRACT 1TRACT 3TRACT 3TRACT 1PARK CLOT 3LOT 4HARMONY ROADFORGE ROADMINING STOCK PARKWAYPAEPCKE DRIVEP12-01P12-02P12-03P12-04P12-05P12-06P12-07P12-08P12-09P12-10P12-11P12-12P12-13P12-14P12-15P14-01P14-02P14-03P14-04P14-06P14-07P14-08P14-09P14-10P14-11P14-12P14-13P14-14P14-15P14-16P14-17P11-01P11-04P11-05P11-07P11-08P11-09P11-10P11-11P11-12P11-13P11-14P13-01P13-02P13-03P13-04P13-06P13-05P13-07P13-08P13-09P13-10P13-11P13-12P12-01P12-02P12-03P12-04P12-05P14-01P14-02P14-03P14-04P14-05P14-06P14-07P14-08P14-09P11-07P11-08+ 29.50+ 29.1129.13 ++ TW 28+/- BW 24.0+ TW 28.5+/- BW 26.0+ TW 28.5+/- BW 26.030354040.50 + +29.42+ TW 34+ TW 33+ TW 32FF2=7838.90FF1=7828.00FF2=7843.00FF1=7832.10FF1=7843.00FF2=7840.00FF1=7829.10FF2=7832.40FF1=7821.50FF2=7840.00FF1=7829.10FF2=7842.23FF1= 7831.33FF2=7843.40FF1= 7832.50FF2=7841.57FF1= 7830.67P12P14P11C12A13E11E15B13B14P13C12(attach)F14(b)F14(a)MATCH EXBS 100.00TS 100.00MH 100.00CB 100.00HPS 100.00BC 100.00TC 100.00BW 100.00TW 100.00FFE 100.00100.00LP 100.00RIM 7836.89RIM 7836.89RIM 7837.40RIM 7837.27RIM 7832.9940.0039.6639.30TW 39.0039.3039.3028.75LP 38.50LP 38.75LP 36.75LP 36.75TW 34.5028.6028.4047.0038.00TW 42.50TW 48.00TW 49.00BW 45.00BW 38.00LP 36.7529.00TW 40.00BW 38.00TW 38.00BW 36.00TW 36.00BW 34.00TW 34.00BW 32.00TW 32.00BW 29.00TW 50.00TW 50.0049.0048.00BW 46.50BW 47.50LP36.3037.8038.805%3.7%3.4%5.0%5.0%5.0%2%4.0%28.10BW 29.00TW 40.002.5%2.0%28.1228.1028.00EOA 27.74EOA 27.353.8%2.7%27.00BW 23.00TW 26.00TW 26.001.4%37.00BW 44.00TW 43.00BW 38.0018%39.502%2%BW 38.00TW 44.00TW 46.00BW 42.50TW 60.00BW 54.00TW 51.00BW 43.00TW 49.00BW 40.0044.00BW 54.00TW 60.00TW 48.0043.00BW 39.00TW 49.00BW 41.00BW 53.00TW 57.00TW 43.00BW 37.00TW 46.00BW 44.00BW 34.00TW 41.00TW 32.00BW 29.00BW 46.00TW 48.00BW 47.00TW 43.33TW 45.0040.00BW 35.00TW 39.0034.0022.251.5%1.6%21.672.9%2.0%22.003.5%21.97TOC 22.635.0%TOC 22.63TOC 22.63TOC 22.63TOC 22.63TOC 22.6321.5021.501.0%BW 22.004.8%EOC 22.4822.6721.5827.502.5%22.6722.67EOC 22.48EOC 22.4822.103.5%22.053.5%39.2226.5026.00EOC 28.305.0%27.00TW 37.00BW 35.00TW 35.00BW 33.0027.453.5%2.0%7832783178307829TOC 22.6736.0035.0033.0032.0031.0030.0029.00EOC 28.00EOA 26.4028.0028.0027.0028.0028.0028.00TW 38.75TW 37.00TW 32.50TW 33.50TW 35.50TW 34.50TW 37.75TW 36.50TW 38.5037.0038.0039.003.33%16%EOC 22.4222.49782678277828TOC 32.50EOC 32.34 31.942%TOC 32.50TOC 31.29EOC 32.344.0% 31.59EOC 31.1330.6021.00TW 22.55BW 21.00TW 22.00BW 20.69TW 22.65BW 21.10TBC 20.85TBC 20.55TBC 21.0578347833LP 29.2541.50TOC 41.67EOC 41.4441.25TOC 41.67EOC 41.44TOC 41.67EOC 41.4441.2541.25TOC 30.6729.80EOC 30.4931.50TOC 30.67 31.84 31.342.70%3.70%TOC 42.96TOC 42.96DECK 42.96EOC 42.76TW 40.00BW 35.00TW 40.00TOC 43.00TOC 43.00TOC 43.00TOC 43.00TOC 32.00TOC 32.004.3%30.6231.25TOC 42.33TOC 42.33EOC 42.173.4%42.0041.102.0%FL 20.00FL 21.00EOC 30.54EOC 30.54TOC 30.671.5%27.0029.0029.0030.0030.0030.2030.203.2%30.203.3% 33.00EOC 31.823.3%31.14EOC 42.82EOC 42.82EOC 42.8242.612.2%42.312.0%42.204.2%35.0029.0030.00TOC 32.0078307829BW 36.00TW 36.00BW 32.00BW 31.00BW 30.00TW 35.50TW 35.00LP 40.50TOC 44.00TOC 44.00EOC 43.75EOC 43.75TOC 32.96EOC 32.80TOC 32.96EOC 32.80EOC 31.8242.9643.004.5%2.5%32.0042.502.0%31.5632.6132.6332.301.5%2.0%4.8%30.502.0%26.0031.0024.614.4%EOC 42.853.5%2.0%3.0%EOA24.13TW 28.00EOA 22.2021.60EOA 20.95TOC 22.63EOC 22.42EOC 22.4222.30EOC 22.42EOA42.32BW40.50EOA39.90EOA39.66EOA38.00EOA34.224.0%4.0%EOA24.774.0%2.0%2.0%TOC 29.00EOC 27.822.0%27.5028.9327.502.5%2.0%27.9032.904.8%4.5%4.8%41.2743.5043.142.0%2.0%43.50EOC 43.07EOC 19.30EOA 27.40EOC 20.40EOC 20.7025.002.7%3.5%27.282.0%2.0%2.0%27.4025.003.6%3.5%4.0%TOC 29.00EOC 28.872.0%TOC 27.96EOC 27.80TOC 27.96EOC 27.8027.3327.3328.25TW 42.50BW 40.50TW 40.00BW 38.00TW 37.50BW 35.50TW 35.00BW 33.0042.61EOC 40.8144.502.6%2.0%2.6%32.202.0%31.6241.62TOC 27.96EOC 27.8027.33TOC 34.00EOC 33.84TOC 32.962.0%33.0032.10TW 42.50BW 40.50TW 40.00BW 38.00TW 37.50BW 35.50TW 35.00BW 33.0033.0032.413.2%41.12TW 38.12BW 36.12TW41.50BW 38.50TW 35.62BW 33.62TW 33.12BW 31.90BW 31.00TW 33.12TW 35.62TW 38.12BW 36.12TW 35.62BW 33.62TW 33.12BW 31.90EOA 41.72EOA 41.16EOA 41.16BW 38.50TW41.50TW41.00EOA 41.72TW41.00BW 34.00TW42.00BW38.00TW42.00TW38.00BW34.002.0%2.0%TOC 29.00EOC 27.822.0%TW31.00BW 28.00LP 29.75EOC 27.9031.5027.502.3%27.502.0%2.0%2.0%TOC 31.00EOC 30.862.0%EOC 30.86TOC 31.002.0%2.0%EOC 30.86TOC 31.0027.503.7%2.3%44.702.0%1.5%TOC 34.00EOC 33.8430.5231.5033.4430.5030.5033.69TOC 45.0032.2033.5433.0044.0043.0043.0042.9042.4043.2143.0341.7541.29TOC 42.29EOC 42.1241.5840.40EOC 40.2639.7640.6441.50EOC 44.8044.255.0%43.75TOC 44.00EOC 43.84TOC 44.00EOC 43.84TOC 44.00EOC 43.84TOC 33.00EOC 32.80TOC 33.00EOC 32.80TOC 33.00TOC 33.00EOC 32.782.5%TOC 45.00EOC 44.8044.105.0%3.5%2.0%2.6%1.9%TOC 42.29EOC 42.0730.67TOC 30.33TOC30.33TOC 30.33EOC 30.1330.0030.5530.002.0%3.0%3.0%EOC 30.132.5%TOC 30.29EOC 30.10TOC 41.33EOC 41.16TOC 41.33EOC 41.1640.505.0%30.5029.504.3%5.0%TOC 41.33EOC 41.13TOC 41.33EOC 41.1340.7740.685.0%5.0%1.5%29.773.5%3.0%29.505.0%4.5%TBC 40.50TBC 41.60TOC 31.33TOC 31.33EOC 31.16EOC 31.1641.6241.1229.5028.5028.0027.5030.832.1%30.832.1%2.6%2.0%4.3%30.3327.502.5%3.2%2.3%2.5%2.7%2.5%2.0%2.0%2.0%7828EOC 28.06EOC 27.96BW 35.50 32.88 LP 31.50TOC 40.00TOC 40.00TOC 29.00TOC 29.0029.00EOC 28.822%2%2%EOC 28.84TOC 29.0037.00TOC 39.82EOC 39.82EOC 39.882%EOC 39.73TOC 40.00TOC 40.00TOC 40.00TOC 40.00TOC 29.00TOC 29.00TOC 29.00EOC 28.83EOC 28.83EOC 28.83TOC 29.002%2%2%EOC 39.73EOC 39.7339.403.0%3.0%BW 35.003.0%EOC 31.82EOC 31.892.0%EOC 31.6578317830 2.0%31.502.0%EOC 42.9242.5041.17EOC 40.71EOC 42.9842.52EOC 40.3239.701.0%2.0%2.8%2.8%TOC 31.3330.501.0%TOW 41.50BOW 37.50TOW 36.50BOW 33.00BOW 32.00TOW 36.502.9%3.7%32.602.4%2.4%32.6032.40TOC 33.003.3%TW 44.00BW 42.00TW 41.50BW 39.50TW 39.00BW 37.00TW 36.50BW 34.50TW 34.00BW 33.00EOC 30.86EOC 30.8630.73TOC 31.00TOC 31.00TOC 31.00EOC 30.7930.393.0%5.0%EOC 30.79EOC 30.794.4%4.1%TOC 31.0029.8030.3830.382.8%5.0%28.403.0%FFE 100.00TW 100.00TC 100.00BW 100.00100.00FFE 100.00TW 100.00TC 100.00BW 100.00100.00RG 27BRG 2BRG 3BRG 4BRG 12BRG 11BRG 6BRG 10BRG 9BRG 21BRG 28BRG 17BRG 22BRG 23BRG 24BRG 16BRG 14B.1RG 14BRG 31B1RG 20BRG 1BRG27B1P11-09P11-10P11-11P11-12P11-13P11-14P11-01911-02P11-03P11-04P11-05P11-06P11-07P11-08P12-01P12-02P12-03P12-04P12-05P12-06P12-07P12-08P12-09P12-10P12-11P13-01P13-02P13-03P13-04P13-06P13-05P13-07P13-08P13-09P13-10P13-11P13-12P14-10P14-11P14-12P14-13P14-14P14-15P14-16P14-17P14-8P14-7P14-6P14-5P14-4P14-3P14-2P14-1P14-941224912105448615VANACCESSIBLE
VANACCESSIBLESSSS SSSSSSDDSSSTPCDSEEEEEEE
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E EEE E
EE EE
WVW V
WV
WV
WV
CO
CO
COCO
CO
C O
CO
CO
WVEEEWVEEE
EX. COAEL. VAULTFLOW LINE
OF 1' SWALE
ASPHALT PARKING
EXISTIN
G
B
U
S
P
U
L
L
O
U
T
WATER FOUNTAIN
AND METER
12" IRRIGATION RE-USE LINE AS-BUILTS PROVIDED
BY MCLAUGHLIN RINCON
HC
APPROX LOCATION 6" PVC PIPE
(45° VERTICAL BEND
AT PUMP IN MANHOLE)
24" RCP
18" RCP 18" RCP1
2
"
R
C
P
18" RCP18" R
C
P
18" RCP18" RCP1
8
"
R
C
P
8
"
C
P
P
8" CPP
24" RCP6" PVC24" RCP
INV=7808.40'
STORM MANHOLE
RIM=7818.36'
24" RCP INV IN=7810.56'
6" PVC INV OUT =7813.17'
24" RCP INV OUT =7810.71'
8" CMP INV
OUT=7809.89'
IRRIGATION INLET BOX
12" INV OUT=7804.42'
STMH RIM = 7811.17'
INV. IN 12"=7805.57'
INV. 12"(CAPPED)=7806.32'
INV. 6" PVC=PUMP @ FLANGE=7807.02'
BOTTOM OF MH=7801.48'18 LF 24"STORM LINE12 LF OF 8"
STORM PIPE
8" INV IN
7815.61'
STMH RIM =7819.80'
24" RCP N. INV. IN=7813.90'
18" RCP S. INV. IN=7814.30'
24" RCP E. INV. OUT=7813.72'
12" PVC PIPE
12' PVC PIPE (CAPPED AT MANHOLE)
1.5' DIA INLET RIM=7816.60'
8" CPP N. INV.=7812.60'
8" CPP S.E INV.=7812.60'
4" PVC W. INV.=7812.60'
2X2 INLET RIM=7807.65'
18"RCP N.W. INV.=7806.15'
18"RCP S.E. INV.=7806.25'
2X3 INLET RIM=7807.85'
18"RCP N.W. INV.=7805.95'
18"RCP N.E. INV.=7805.00'
2X2 INLET RIM=7819.0'
18"RCP W. INV. OUT=7816.95'
15"RCP N. INV. IN=7816.95'
INV OUT=7809.3'
INV=7809.1
INV=7806.5
INV=7817.40'
INV 18" RCP=7817.22
2X2 INLET RIM=7819.40'
24"RCP S. INV.OUT=7816.85'
15"RCP E. INV. IN=7816.85'
18"RCP N. INV. IN=7816.85'
INV 12" CPP=7817.49'
INV OUT=7817.11'
2X2 INLET RIM=7819.45'
18"RCP S. INV.=7817.80'
18" RCP
INV OUT 6" CPP=7818.22 INV 6" CPP=7816.61
INV=7816.33
INV=7815.67
12" CPP
INV=7805.65
1.5' DIA INLET RIM=7808.20'
8" CPP N.W. INV.=7806.40'
8" CPP S.E INV.=7806.40'
INV IN=7812.1'
STORM INLET RIM=7822.08'
18" RCP S. INV. IN=16.08'
18" RCP N. INV. OUT=15.88'
8" CPPINV. IN=7818.33'4" PVC ROOF DRAININV. IN=7819.31'19" DIA RIM=7818.10'8" CPP INV. OUT=15.15'19" DIA RIM=7817.53'8" CPP INV. OUT=13.94'19" DIA INLET RIM=7817.00'8" CPP N. INV. IN=13.27''8" CPP S. INV. OUT0=13.27'1'x1' DRAIN RIM=7818.62'
INV. OUT=17.65'
1'x1' DRAIN RIM=7818.61'
INV. OUT=17.67'1'x1' DRAIN RIM=7818.63'INV. OUT=17.65'8" CPPINV. IN=17.86'8" CPPINV. OUT=17.69'STORM INLET RIM=7845.50'
18" RCP S. INV. IN=41.05'
18" RCP N. INV. OUT=41.00'
STORM INLET RIM=7832.75'
18" RCP S. INV. IN=28.05'
18" RCP N. INV. OUT=27.95'
STAS-BUILTJOINT TRENCHAS-BUILTJOINT TRENCHTOP PIPE=7819.62'AS-BUILTJOINT TRENCHTOP PIPE=7819.57'AS-BUILTJOINT TRENCHTOP PIPE=7818.97'AS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINESE AS-BUILT HCETRANSFORMERSE AS-BUILT HCETRANSFORMERAS-BUILTPROPOSED SECONDARY ELECTRICTOP PIPE=7817.89'AS-BUILTPRIMARY ELECTRICTOP PIPE=7818.09'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.48'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.40'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.52'AS-BUILTSEWER STUBELEV. = 7816.65'SE &AS-BUILT SMH #75RIM = 7820.96'INV. IN = 7809.94'INV. OUT = 7809.74'SE &AS-BUILT SMH #76RIM = 7825.21'INV. IN = 7815.14'INV. IN = 7815.14'INV. OUT = 7814.94'SE AS-BUILT SMH #77RIM = 7827.43'INV. OUT = 7816.75'AS-BUILTSEWER STUBT.P.ELEV. = 7814.64'AS-BUILTSEWER STUBT.P.ELEV. = 7817.69'AS-BUILTSEWER BENDT.P.ELEV. = 7813.84'AS-BUILTSEWER BENDT.P.ELEV. = 7816.34' AS-BUILT SEWER SERVICEELEV = 7818.17'AS-BUILTSEWER BENDT.P.ELEV. = 7821.18'AS-BUILTSEWER BENDT.P.ELEV. = 7823.43'AS-BUILTSEWER BENDT.P.ELEV. = 7824.05'AS-BUILTSEWER BENDT.P.ELEV. = 7824.31'AS-BUILTSEWER SERVICE CAPT.P.ELEV. = 7826.16'9B 18" AREA INLETRIM = 7836.83'INV OUT 18" = 7835.83'8B 2' x 3' CURB INLETRIM = 7837.27'INV IN 12" = 7832.64'INV OUT 15" = 7832.30'6B 1 24" AREA INLETRIM = 7836.89'INV OUT 15" = 7832.21'12B 24" AREA INLETRIM = 7836.89'INV IN 15" (W) = 7831.59'INV IN 15" (N)= 7831.27'INV OUT 18" = 7831.10'10B 12" PVC PIPETOP OF PIPE = 7839.38'INV OUT 18" = 7835.86'11B 24" AREA INLETRIM = 7837.40'INV IN 15" = 7831.96'INV OUT 15" = 7831.72'13B 2' x 3' CURB INLETRIM = 7832.99'INV IN 18" = 7828.37'INV OUT 18" = 7827.78'15B1 STORM MH (4' Dia. Conc.)RIM = 7832.30'INV IN 12" = 7826.79INV IN 18" = 7826.62'INV OUT 18" = 7826.52'5B 2' x 3' CURB INLETRIM = 7828.38'INV IN 18" = 7823.59'INV IN 4" = 7823.63'INV OUT 18" = 7823.45'4B1 12" PVC PIPETOP OF PIPE = 7831.90'INV OUT 12" = 7826.81'4B 12" PVC PIPETOP OF PIPE = 7829.87'INV IN 12" = 7825.00'INV OUT 12" = 7824.97'1B2 STORM MH (4' Dia. Conc.)RIM = 7828.03'INV IN 18" = 7822.89'INV IN 12" = 7822.67'INV IN 4" = 7823.27' (No pipe-cutout only)INV OUT 18" = 7822.23'3B 3' x 3' AREA INLETRIM = 7827.27'INV IN 18" = 7822.16'INV OUT 18" = 7821.87'2B 2' x 2' AREA INLETRIM = 7827.27'INV IN 18" = 7821.86'INV OUT 18" = 7821.55'30B 2' x 2' AREA INLETRIM = 7825.92'INV IN 18" = 7820.67'INV OUT 18" = 7820.47'J-SFDB#1-3' x 3' INLETRIM = 7820.93'INV OUT 24" = 7816.59'ORIFICE EL = 7816.98'J-6A1-4 STORM MH (4' Dia. Conc.)RIM = 7821.45'INV IN 24"(S) = 7814.70'INV IN 24"(N) = 7814.52'INV OUT 24" = 7814.35'I-6A 3' x 3' AREA INLETRIM = 7820.80'INV IN 18" = 7813.99'INV IN 24" = 7814.95'INV OUT 24" = 7814.78'ORIFICE EL = 7718.02'J6A2 2' x 3' CURB INLETRIM = 7819.30'INV IN 24" = 7815.27'INV OUT 24" = 7814.98'J6A3 2' x 3' CURB INLETRIM = 7820.02'INV IN 10" = 7815.61'INV OUT 12" = 7815.48'I6B 2' x 2' AREA INLETRIM = 7820.92'INV IN 12" = 7816.08'INV OUT 18" = 7815.91'TEMP 12" INLETRIM = 7818.93'INV OUT 10" = 7816.84'J-EX1 STORM MH (5' Dia. Conc.)RIM = 7819.80'INV IN 24"(W) = 7813.80'INV IN 18"(S)(EX) = 7814.31'INV OUT 24" = 7813.30'131.2 LF-12" HDPE12" Stub outBuried at time of survey2.43%8.47 LF-12" HDPE25.8%27.4 LF-15" RCP1.24%25.9 LF-15" RCP1.73%39.4 LF-15" RCP2.73%93.0 LF-18" RCP2.94%27.1 LF-18" RCP4.28%47.4 LF-18" RCP6.19%38.1 LF-18" RCP0.15%25.9 LF-12" HDPE8.89%68.9 LF-12" HDPE2.63%21.0 LF-18" RCP1.71%15.0 LF18" RCP2.13%36.2 LF-18" RCP2.43%106.4 LF-18"
R
C
P
5.16%115.1 LF-24" HDPE1.64%10.6 LF24" RCP2.45%10.7 LF24" RCP0.28%20.0 LF18" RCP1.05%13.2 LF12" RCP2.26%81.9 LF-10" HDPE0.93%4" PVC PIPE (TOP)ELEV. = 7821.09'4" PVC PIPE (TOP)ELEV. = 7820.65'4" PVC PIPE (TOP)ELEV. = 7819.53'4" PVC PIPE (TOP)ELEV. = 7819.56'48 LF-24" RCP
1.15%
15" CONC. PIPE
ELEV = 7806.56'
15" CONC. PIPE
ELEV = 7809.22'15" CONC. PIPE
ELEV = 7809.45'
15" CONC. PIPE
ELEV = 7812.24'
CONC. DRAINAGE STRUCTURE
INV IN 15" CONCRETE PIPE
ELEV = 7805.96'
CONC. DRAINAGE STRUCTURE
INV IN 15" CONCRETE PIPE
ELEV = 7806.24'
INV OUT CP
ELEV = 7806.18'
15" CONC. PIPE
ELEV = 7817.20'
CONC. DRAINAGE STRUCTURE
SUMP ELEV = 7817.07'
15" CONC. PIPE
ELEV = 7817.13'
15" CONC. PIPE
ELEV = 7817.06'
15" CONC. PIPE
ELEV = 7817.17'
15" CONC. PIPE
ELEV = 7817.17'
CONC. DRAINAGE STRUCTURE
SUMP ELEV = 7816.97'
15" CONC. PIPE
ELEV = 7817.30'
15" CONC. PIPE
ELEV = 7818.00'
CONC. DRAINAGE STRUCTURE
SUMP ELEV = 7817.95'
15" CONC. PIPE
ELEV = 7819.05'
15 IN INV CPELEV = 7817.17'
CONC. DRAINAGE STRUCTURE
INLET ELEV = 7836.67'
3X3 CONC. DRAINAGE STRUCTURE
INLET ELEV = 7827.32'3X3 CONC. DRAINAGE STRUCTURE
INLET ELEV = 7827.12'3X3 CONC. DRAINAGE STRUCTURE
INLET ELEV = 7825.66'
1.2' VERT. PVC CAP
INLET ELEV = 7829.96'
1.2' VERT. PVC CAP
INLET ELEV = 7831.76'
SUMP ELEV = 7815.27'
12" CPP
ELEV = 7816.88'
15" CONC. PIPE
ELEV = 7815.88'
3X3 CONC. DRAINAGE STRUCTURE
INLET ELEV = 7837.41'
3X3 CONC. DRAINAGE STRUCTURE
INLET ELEV = 7837.10'
3X3 CONC. DRAINAGE STRUCTURE
INLET ELEV = 7836.62'
3X3 CONC. DRAINAGE STRUCTURE
INLET ELEV = 7828.51'WVD
WCTEEEWVSDYHDYHWVWVWVWVWVWVWVWVEEEESSSDgasWVWVWVSSSWVWVHYDWVWVEEHYDHYD WVWVWVWVWVWVCCTTWVWVWVW
IV
WVWVIV
IV
IV
IV
IV
GV
gas
gas gasTCTCTCD
CENTERLINE 10' WIDE HOLY CROSS EASEMENTCENTERLINE 10' WIDE HOLY CROSS EASEMENTUTILITY EASEMENTCENTERLINE 20' WIDE SANITARY SEWER EASEMENTCENTERLINE 20' WIDE SANITARY SEWER EASEMENT10.5' WIDE STORM SEWER EASEMENTCENTERLINE 10' WIDE UTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTCENTERLINE 10' WIDE UTILITY EASEMENTDRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 3 AND 45.0' WIDE DRAINAGE EASEMENT FOR THE BENEFIT OFBURLINGAME RANCH II CONDOMINIUM ASSOCIATION INC.DRAINAGE EASEMENT FOR THE BENEFIT OF THE CITY OFASPEN3.5' UTILITY EASEMENTCENTERLINE 7' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 3TRANSIT EASEMENTCENTERLINE 4' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 124' WIDE FIRE LANE EASEMENT24' WIDE FIRE LANE EASEMENTCENTERLINE 7' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 3SNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTLOT 2LOT 1LOT 1LOT 2LOT 3LOT 4LOT 5CONDOMINIUM1ST SUPPLEMENTBURLINGAME RANCH 1 CONDOMINIUMCONDOMINIUM1ST SUPPLEMENT187,412 Sq Ft4.302 Ac.37,502 Sq Ft0.861 Ac.LOT 34,542 Sq Ft0.104 Ac.LOT 44,486 Sq Ft0.103 Ac.HARMONY ROAD194,015 Sq Ft4.454 Ac.L23b2.11'6.11'S36°52'14"W 112.09'S17°50'24"E51.80'N78°19'26"E 94.46'S78°19'26"W 94.46'N17°50'24"W51.80'N36°52'14"E 112.09'LR2LR3188.85'209.33'CR10CR11CR12CR13CR14CR15CR16CR17CR14bCR14cCR14aCT1CT1aCT1bCT1cN34°25'37"E 204.32'N00°13'53"E 231.68'N22°29'54"W 398.18'S84°27'15"W 92.93'S33°44'31"W 135.08'L26S16°53'41"W 112.15'L18L19L21L23aL20L22L24L25L27C5C6C7C8S08°15'49"E 85.05'N72°16'44"W 73.19'S05°47'34"E 85.45'37.08'57.38'LT6LT7LT8LT9PARK CTRACT 1TRACT 3TRACT 3TRACT 1PARK CLOT 3LOT 4HARMONY ROADFORGE ROADMINING STOCK PARKWAYPAEPCKE DRIVEP12-01P12-02P12-03P12-04P12-05P12-06P12-07P12-08P12-09P12-10P12-11P12-12P12-13P12-14P12-15P14-01P14-02P14-03P14-04P14-06P14-07P14-08P14-09P14-10P14-11P14-12P14-13P14-14P14-15P14-16P14-17P11-01P11-04P11-05P11-07P11-08P11-09P11-10P11-11P11-12P11-13P11-14P13-01P13-02P13-03P13-04P13-06P13-05P13-07P13-08P13-09P13-10P13-11P13-12P12-01P12-02P12-03P12-04P12-05P14-01P14-02P14-03P14-04P14-05P14-06P14-07P14-08P14-09P11-07P11-08+ 29.50+ 29.1129.13 ++ TW 28+/- BW 24.0+ TW 28.5+/- BW 26.0+ TW 28.5+/- BW 26.030354040.50 + +29.42+ TW 34+ TW 33+ TW 32FF2=7838.90FF1=7828.00FF2=7843.00FF1=7832.10FF1=7843.00FF2=7840.00FF1=7829.10FF2=7832.40FF1=7821.50FF2=7840.00FF1=7829.10FF2=7842.23FF1= 7831.33FF2=7843.40FF1= 7832.50FF2=7841.57FF1= 7830.67P12P14P11C12A13E11E15B13B14P13C12(attach)F14(b)F14(a)MATCH EXBS 100.00TS 100.00MH 100.00CB 100.00HPS 100.00BC 100.00TC 100.00BW 100.00TW 100.00FFE 100.00100.00LP 100.00RIM 7836.89RIM 7836.89RIM 7837.40RIM 7837.27RIM 7832.9940.0039.6639.30TW 39.0039.3039.3028.75LP 38.50LP 38.75LP 36.75LP 36.75TW 34.5028.6028.4047.0038.00TW 42.50TW 48.00TW 49.00BW 45.00BW 38.00LP 36.7529.00TW 40.00BW 38.00TW 38.00BW 36.00TW 36.00BW 34.00TW 34.00BW 32.00TW 32.00BW 29.00TW 50.00TW 50.0049.0048.00BW 46.50BW 47.50LP36.3037.8038.805%3.7%
3.4%5.0%5.0%5.0%2%4.0%28.10BW 29.00TW 40.002.5%2.0%28.1228.1028.00EOA 27.74EOA 27.353.8%2.7%27.00BW 23.00TW 26.00TW 26.001.4%37.00BW 44.00TW 43.00BW 38.0018%39.502%2%BW 38.00TW 44.00TW 46.00BW 42.50TW 60.00BW 54.00TW 51.00BW 43.00TW 49.00BW 40.0044.00BW 54.00TW 60.00TW 48.0043.00BW 39.00TW 49.00BW 41.00BW 53.00TW 57.00TW 43.00BW 37.00TW 46.00BW 44.00BW 34.00TW 41.00TW 32.00BW 29.00BW 46.00TW 48.00BW 47.00TW 43.33TW 45.0040.00BW 35.00TW 39.0034.0022.251.5%1.6%21.672.9%2.0%22.003.5%21.97TOC 22.635.0%TOC 22.63TOC 22.63TOC 22.63TOC 22.63TOC 22.6321.5021.501.0%BW 22.004.8%EOC 22.4822.6721.5827.502.5%22.6722.67EOC 22.48EOC 22.4822.103.5%22.053.5%39.2226.5026.00EOC 28.305.0%27.00TW 37.00BW 35.00TW 35.00BW 33.0027.453.5%2.0%7832783178307829TOC 22.6736.0035.0033.0032.0031.0030.0029.00EOC 28.00EOA 26.4028.0028.0027.0028.0028.0028.00TW 38.75TW 37.00TW 32.50TW 33.50TW 35.50TW 34.50TW 37.75TW 36.50TW 38.5037.0038.0039.003.33%16%EOC 22.4222.49782678277828TOC 32.50EOC 32.34 31.942%TOC 32.50TOC 31.29EOC 32.344.0% 31.59EOC 31.1330.6021.00TW 22.55BW 21.00TW 22.00BW 20.69TW 22.65BW 21.10TBC 20.85TBC 20.55TBC 21.0578347833LP 29.2541.50TOC 41.67EOC 41.4441.25TOC 41.67EOC 41.44TOC 41.67EOC 41.4441.2541.25TOC 30.6729.80EOC 30.4931.50TOC 30.67 31.84 31.342.70%3.70%TOC 42.96TOC 42.96DECK 42.96EOC 42.76TW 40.00BW 35.00TW 40.00TOC 43.00TOC 43.00TOC 43.00TOC 43.00TOC 32.00TOC 32.004.3%30.6231.25TOC 42.33TOC 42.33EOC 42.173.4%42.0041.102.0%FL 20.00FL 21.00EOC 30.54EOC 30.54TOC 30.671.5%27.0029.0029.0030.0030.0030.2030.203.2%30.203.3% 33.00EOC 31.823.3%31.14EOC 42.82EOC 42.82EOC 42.8242.612.2%42.312.0%42.204.2%35.0029.0030.00TOC 32.0078307829BW 36.00TW 36.00BW 32.00BW 31.00BW 30.00TW 35.50TW 35.00LP 40.50TOC 44.00TOC 44.00EOC 43.75EOC 43.75TOC 32.96EOC 32.80TOC 32.96EOC 32.80EOC 31.8242.9643.004.5%2.5%32.0042.502.0%31.5632.6132.6332.301.5%2.0%4.8%30.502.0%26.0031.0024.614.4%EOC 42.853.5%2.0%3.0%EOA24.13TW 28.00EOA 22.2021.60EOA 20.95TOC 22.63EOC 22.42EOC 22.4222.30EOC 22.42EOA42.32BW40.50EOA39.90EOA39.66EOA38.00EOA34.224.0%
4.0%EOA24.774.0%2.0%2.0%TOC 29.00EOC 27.822.0%27.5028.9327.502.5%2.0%27.9032.904.8%4.5%4.8%41.2743.5043.142.0%2.0%43.50EOC 43.07EOC 19.30EOA 27.40EOC 20.40EOC 20.7025.002.7%3.5%27.282.0%2.0%2.0%27.4025.003.6%3.5%4.0%TOC 29.00EOC 28.872.0%TOC 27.96EOC 27.80TOC 27.96EOC 27.8027.3327.3328.25TW 42.50BW 40.50TW 40.00BW 38.00TW 37.50BW 35.50TW 35.00BW 33.0042.61EOC 40.8144.502.6%2.0%2.6%32.202.0%31.6241.62TOC 27.96EOC 27.8027.33TOC 34.00EOC 33.84TOC 32.962.0%33.0032.10TW 42.50BW 40.50TW 40.00BW 38.00TW 37.50BW 35.50TW 35.00BW 33.0033.0032.413.2%41.12TW 38.12BW 36.12TW41.50BW 38.50TW 35.62BW 33.62TW 33.12BW 31.90BW 31.00TW 33.12TW 35.62TW 38.12BW 36.12TW 35.62BW 33.62TW 33.12BW 31.90EOA 41.72EOA 41.16EOA 41.16BW 38.50TW41.50TW41.00EOA 41.72TW41.00BW 34.00TW42.00BW38.00TW42.00TW38.00BW34.002.0%2.0%TOC 29.00EOC 27.822.0%TW31.00BW 28.00LP 29.75EOC 27.9031.5027.502.3%27.502.0%2.0%2.0%TOC 31.00EOC 30.862.0%EOC 30.86TOC 31.002.0%2.0%EOC 30.86TOC 31.0027.503.7%2.3%44.702.0%1.5%TOC 34.00EOC 33.8430.5231.5033.4430.5030.5033.69TOC 45.0032.2033.5433.0044.0043.0043.0042.9042.4043.2143.0341.7541.29TOC 42.29EOC 42.1241.5840.40EOC 40.2639.7640.6441.50EOC 44.8044.255.0%43.75TOC 44.00EOC 43.84TOC 44.00EOC 43.84TOC 44.00EOC 43.84TOC 33.00EOC 32.80TOC 33.00EOC 32.80TOC 33.00TOC 33.00EOC 32.782.5%TOC 45.00EOC 44.8044.105.0%3.5%2.0%2.6%1.9%TOC 42.29EOC 42.0730.67TOC 30.33TOC30.33TOC 30.33EOC 30.1330.0030.5530.002.0%3.0%3.0%EOC 30.132.5%TOC 30.29EOC 30.10TOC 41.33EOC 41.16TOC 41.33EOC 41.1640.505.0%30.5029.504.3%5.0%TOC 41.33EOC 41.13TOC 41.33EOC 41.1340.7740.685.0%5.0%1.5%29.773.5%3.0%29.505.0%4.5%TBC 40.50TBC 41.60TOC 31.33TOC 31.33EOC 31.16EOC 31.1641.6241.1229.5028.5028.0027.5030.832.1%30.832.1%2.6%2.0%4.3%30.3327.502.5%3.2%2.3%2.5%2.7%2.5%2.0%2.0%2.0%7828EOC 28.06EOC 27.96BW 35.50 32.88 LP 31.50TOC 40.00TOC 40.00TOC 29.00TOC 29.0029.00EOC 28.822%
2%
2%EOC 28.84TOC 29.0037.00TOC 39.82EOC 39.82EOC 39.882%EOC 39.73TOC 40.00TOC 40.00TOC 40.00TOC 40.00TOC 29.00TOC 29.00TOC 29.00EOC 28.83EOC 28.83EOC 28.83TOC 29.002%2%2%EOC 39.73EOC 39.7339.403.0%3.0%BW 35.003.0%EOC 31.82EOC 31.892.0%EOC 31.657831
7830 2.0%31.502.0%EOC 42.9242.5041.17EOC 40.71EOC 42.9842.52EOC 40.3239.701.0%2.0%2.8%2.8%TOC 31.3330.501.0%TOW 41.50BOW 37.50TOW 36.50BOW 33.00BOW 32.00TOW 36.502.9%3.7%32.602.4%2.4%32.6032.40TOC 33.003.3%TW 44.00BW 42.00TW 41.50BW 39.50TW 39.00BW 37.00TW 36.50BW 34.50TW 34.00BW 33.00EOC 30.86EOC 30.8630.73TOC 31.00TOC 31.00TOC 31.00EOC 30.7930.393.0%5.0%EOC 30.79EOC 30.794.4%4.1%TOC 31.0029.8030.3830.382.8%5.0%28.403.0%FFE 100.00TW 100.00TC 100.00BW 100.00100.00FFE 100.00TW 100.00TC 100.00BW 100.00100.00PARKING
43 STALLS THIS LEVEL
(44 NEEDED PER PROGRAM)
871 SFTODDLER B
774 SFTODDLER A
820 SFINFANT B
813 SFINFANT A
420 SFLOBBY
95 SFVEST.
CIRC.
755 SFGROSS MOTOR
49 SFPS
214 SFMECH.
120 SFELEC.
77 SFTELE.
28 SFJAN.
1212 SF
TODDLER
PLAYGROUND
F.
F
.
E
.
=
7
8
3
3
'COMPACT983 SF
INFANT
PLAYGROUND
160 SFLND90 SFBUGGY
249 SF
CUST
STG
746 SF
TODDLER
PLAYGROUND
52 SFPS
94 SF
WATER
ENTRY
76 SFRR
58 SFRR
STG
RR
RR
STG
STG
RRBED 1
BED 2
LND
RR
LND
RR
BED 2
BED 1RR
HOUSING
1017 SFUNIT 1 1002 SFUNIT 2
ELEV
79 SFLACT.
CAR SEATS
STG
TRAIL
UTILITY EASEMENT
COVERED CARPORTS
FOR STAFF
PAEPCKE DRIVE
HARMONY ROADC
A
R
S
E
A
T
S
V
112 SFREC.
4
X04.1
5
X04.1
EXISTING PHASE 3
RESIDENTIAL STRUCTURE
PROPOSED OFFSITE STORM
CONVEYANCE PIPE
EXISTING
TRANSFORMERS
EXISTING STORM PIPE
VEHICLE
ACCESS
MAIN
ENTRANCE
LINE OF FLOOR
ABOVE
1005 SFPRESCHOOL A
988 SFPRESCHOOL B
165 SF
STAFF
LOUNGE
171 SFKITCHEN
60 SFRR
60 SFRR
F.F.E. = 7846'
ELEV
1010 SFPRESCHOOL C
2058 SF
PRESCHOOL
PLAYGROUND
50 SFRR
50 SFPS
35 SFJAN.
166 SF
DIR.
OFF.
255 SF
LEARNING
RESOURCE
213 SFCONF.
OPEN TO
BELOW
CIRC.
RRBED 1
BED 2
LND
RR
LND
RR
BED 2
BED 1RR
HOUSING
1163 SFUNIT 31003 SFUNIT 4
BED 3
STG
RR
RR
RR
STG
STG.TRAIL
O
P
E
N
T
O
B
E
L
O
W
PAEPCKE DRIVE
HARMONY ROAD4
X04.1
5
X04.1
EXISTING PHASE 3
RESIDENTIAL STRUCTURE
UTILITY EASEMENT
PROPOSED OFFSITE STORM
CONVEYANCE PIPE
EXISTING
TRANSFORMERS
EXISTING STORM PIPE
HOUSING PARKING
(8 SPACES)
4
X04.1
EXISTING PHASE 3
RESIDENTIAL STRUCTURE
VEHICLE
ACCESS
UTILITY EASEMENT
PROPOSED OFFSITE STORM
CONVEYANCE PIPE
EXISTING
TRANSFORMERS
EXISTING STORM PIPE
NOT FOR CONSTRUCTION
X04.0
ASPEN CITY COUNCIL
REVIEW
2022-3
8/05/2022
HILLSIDE ECE -
PLANSASPEN BURLINGAME ECECity of Aspen
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
KEY FEATURES:
DIRECT ON-GRADE ACCESS TO MAIN
ENTRY OF ECE
HOUSING IS DETACHED, PART OF
NEIGHBORHOOD
PROVIDES 43 PARKING STALLS, ALL
SURFACE PARKING
PRESCHOOL PLAYGROUND IS SOUTH
FACING
2 POSSIBLE POINTS OF ACCESS FOR
VEHICLES
INFANT & TODDLER PLAYGROUNDS AT
GRADE
GROSS MOTOR ROOM ON MAIN FLOOR
ON-GRADE ENTRY
GREATER CONNECTION TO NATURAL
LANDSCAPE AND GREAT VIEWS
MEETS FIRE DEPARTMENTS FIRE ACCESS
REQUIREMENT
ECE HAS ITS OWN SENSE OF PLACE
PARTIALLY UNDERGROUND TO
INCORPORATE INSULATING VALUES OF THE
SITE
DAYLIGHT HARVESTING WITHIN THE
CLASSROOMS IMPROVES WITH THE ABILITY
TO SHAPE THE ROOF
1.
2.
3.
4.
5.
6.
7.
8.
SITE CHALLENGES:
PORTIONS OF THE INFANT & TODDLER
PLAYGROUNDS HAVE SOME NORTH FACING
AREAS
VISUALLY EXPANSIVE PARKING FOOTPRINT
WITH 43 PARKING STALLS
ENTRY IS PRIMARILY NORTH FACING
BUILDING FOOTPRINT IS VERY TIGHT TO
SITE BOUNDARIES
REQUIRES MOVING THE MOST DIRT
LIMITED AREA FOR SNOW STORAGE
LESS CAPACITY FOR INCREASING HOUSING
UNITS (AND ASSOCIATED PARKING)
TRAIL IS PUSHED TO BOUNDARY OF SITE
1" = 30'-0"1HILLSIDE ECE - FIRST FLOOR
1" = 30'-0"2HILLSIDE ECE - SECOND FLOOR
ECE AREA:
13,843 GSF
HOUSING AREA:
5,538 GSF
(3) 2 BEDROOM UNITS
(1) 3 BEDROOM UNITS
PARKING AREA:
13,752 SF (ECE SURFACE PARKING)
2,919 SF (HOUSING COVERED PARKING)
N N
1" = 30'-0"0HILLSIDE ECE - HOUSING PARKING
N
ABBREVIATIONS:
BALC BALCONY
BLDG BUILDING
CIRC CIRCULATION
CONF CONFERENCE
CUST CUSTODIAL
DIR DIRECTOR
DN DOWN
ELEC ELECTRICAL
ELEV ELEVATOR
F.F.E FINISH FLOOR ELEVATION
JAN JANITORIAL
LACT LACTATION
LND LAUNDRY
MECH MECHANICAL
OFF OFFICE
RR REST ROOM
REC RECEPTION
PS PLAY STORAGE
STG STORAGE
TELE TELECOM
VEST VESTIBULE
7
OPT 2 - 1ST FL (7833')12' - 0"
OPT 2 - 2ND FL (7846')25' - 0"
OPT 2 - CRAWL SPACE
(7828')7' - 0"
CIRC.PRESCHOOL B PRESCHOOL
PLAYGROUND
INFANT B CIRC.
STAFF
LOUNGE
3:12
3:12
LACT.LND
CRAWL SPACE
3:12
NATURAL LIGHT
OPT 2 - HOUSING 2ND FL
(7849')28' - 0"
OPT 2 - HOUSING 1ST FL
(7837')16' - 0"
OPT 2 - HOUSING
GARAGE (7827')6' - 0"
UNIT 4
HOUSING GARAGE
BED 2BED 1
UNIT 2BED 2BED 1
1:12
3:12
NATURAL LIGHT
2' - 11 1/4"TO MIDPOINT OF HIGHEST ROOFCOVERED CARPORTS
NOT FOR CONSTRUCTION
X04.1
ASPEN CITY COUNCIL
REVIEW
2022-3
8/05/2022
HILLSIDE ECE -
SECTIONS & ECE
3DVIEWSASPEN BURLINGAME ECECity of Aspen
6" = 1'-0"2VIEW LOOKING NORTH WEST
6" = 1'-0"3VIEW LOOKING SOUTH EAST
1/8" = 1'-0"4HILLSIDE ECE - HOUSING SECTION
6" = 1'-0"1VIEW LOOKING AT ECE ENTRANCE
1/8" = 1'-0"5HILLSIDE ECE - ECE SECTION
8
NOT FOR CONSTRUCTION
X04.2
ASPEN CITY COUNCIL
REVIEW
2022-3
8/05/2022
HILLSIDE ECE -
HOUSING 3D VIEWSASPEN BURLINGAME ECECity of Aspen
PLEASE NOTE:
FOR REFERENCE - EXISTING PHASE 3 RESIDENTIAL STRUCTURE MASSING SHOWN
WITHOUT WINDOWS
6" = 1'-0"1VIEW LOOKING EAST
6" = 1'-0"2VIEW FROM NORTH EAST CORNER
6" = 1'-0"3VIEW LOOKING WEST FROM HARMONY RD
6" = 1'-0"4VIEW LOOKING DOWN PAEPCKE DRIVE
9
NOT FOR CONSTRUCTION
X04.3
ASPEN CITY COUNCIL
REVIEW
2022-3
8/05/2022
HILLSIDE ECE -
ADDITIONAL 3D
VIEWSASPEN BURLINGAME ECECity of Aspen
6" = 1'-0"4AERIAL VIEW LOOKING WEST
6" = 1'-0"2AERIAL VIEW LOOKING SOUTH
6" = 1'-0"3AERIAL VIEW LOOKING EAST
6" = 1'-0"1AERIAL VIEW LOOKING NORTH
PLEASE NOTE:
FOR REFERENCE - EXISTING PHASE 3 RESIDENTIAL STRUCTURE MASSING SHOWN
WITHOUT WINDOWS
10
RG 27BRG 2BRG 3BRG 4BRG 12BRG 11BRG 6BRG 10BRG 9BRG 21BRG 28BRG 17BRG 22BRG 23BRG 24BRG 16BRG 14B.1RG 14BRG 31B1RG 20BRG 1BRG27B1P11-09P11-10P11-11P11-12P11-13P11-14P11-01911-02P11-03P11-04P11-05P11-06P11-07P11-08P12-01P12-02P12-03P12-04P12-05P12-06P12-07P12-08P12-09P12-10P12-11P13-01P13-02P13-03P13-04P13-06P13-05P13-07P13-08P13-09P13-10P13-11P13-12P14-10P14-11P14-12P14-13P14-14P14-15P14-16P14-17P14-8P14-7P14-6P14-5P14-4P14-3P14-2P14-1P14-941224912105448615VANACCESSIBLEVANACCESSIBLESSSS SSSSSSDDSSSTPCDSEEEEEEEEE EEE E EE E EWVWVWVWV WVCOCOCOCOCOCOCOCOWVEEEWVEEEEX. COAEL. VAULTFLOW LINEOF 1' SWALE ASPHALT PARKING EXISTING BUS PULL OUTWATER FOUNTAINAND METER12" IRRIGATION RE-USE LINE AS-BUILTS PROVIDEDBY MCLAUGHLIN RINCONHC APPROX LOCATION 6" PVC PIPE(45° VERTICAL BENDAT PUMP IN MANHOLE)24" R CP 1 8" RC P 18" RCP12" RCP18" RCP18" R CP18" RCP18" RCP18" RCP 8" CPP 8" CPP24" RCP6" PVC24" RCPINV=7808.40'STORM MANHOLERIM=7818.36' 24" RCP INV IN=7810.56'6" PVC INV OUT =7813.17'24" RCP INV OUT =7810.71'8" CMP INVOUT=7809.89'IRRIGATION INLET BOX12" INV OUT=7804.42'STMH RIM = 7811.17'INV. IN 12"=7805.57'INV. 12"(CAPPED)=7806.32'INV. 6" PVC=PUMP @ FLANGE=7807.02'BOTTOM OF MH=7801.48'18 LF 24"STORM LINE12 LF OF 8"STORM PIPE8" INV IN7815.61'STMH RIM =7819.80'24" RCP N. INV. IN=7813.90'18" RCP S. INV. IN=7814.30'24" RCP E. INV. OUT=7813.72'12" PVC PIPE 12' PVC PIPE (CAPPED AT MANHOLE)1.5' DIA INLET RIM=7816.60'8" CPP N. INV.=7812.60'8" CPP S.E INV.=7812.60'4" PVC W. INV.=7812.60'2X2 INLET RIM=7807.65'18"RCP N.W. INV.=7806.15'18"RCP S.E. INV.=7806.25'2X3 INLET RIM=7807.85'18"RCP N.W. INV.=7805.95'18"RCP N.E. INV.=7805.00'2X2 INLET RIM=7819.0'18"RCP W. INV. OUT=7816.95'15"RCP N. INV. IN=7816.95'INV OUT=7809.3'INV=7809.1INV=7806.5INV=7817.40'INV 18" RCP=7817.222X2 INLET RIM=7819.40'24"RCP S. INV.OUT=7816.85'15"RCP E. INV. IN=7816.85'18"RCP N. INV. IN=7816.85'INV 12" CPP=7817.49'INV OUT=7817.11'2X2 INLET RIM=7819.45'18"RCP S. INV.=7817.80'18" RCPINV OUT 6" CPP=7818.22 INV 6" CPP=7816.61INV=7816.33INV=7815.6712" CPP INV=7805.651.5' DIA INLET RIM=7808.20'8" CPP N.W. INV.=7806.40'8" CPP S.E INV.=7806.40'INV IN=7812.1'STORM INLET RIM=7822.08'18" RCP S. INV. IN=16.08'18" RCP N. INV. OUT=15.88'8" CPPINV. IN=7818.33'4" PVC ROOF DRAININV. IN=7819.31'19" DIA RIM=7818.10'8" CPP INV. OUT=15.15'19" DIA RIM=7817.53'8" CPP INV. OUT=13.94'19" DIA INLET RIM=7817.00'8" CPP N. INV. IN=13.27''8" CPP S. INV. OUT0=13.27'1'x1' DRAIN RIM=7818.62'INV. OUT=17.65'1'x1' DRAIN RIM=7818.61'INV. OUT=17.67'1'x1' DRAIN RIM=7818.63'INV. OUT=17.65'8" CPPINV. IN=17.86'8" CPPINV. OUT=17.69'STORM INLET RIM=7845.50'18" RCP S. INV. IN=41.05'18" RCP N. INV. OUT=41.00'STORM INLET RIM=7832.75'18" RCP S. INV. IN=28.05'18" RCP N. INV. OUT=27.95'STAS-BUILTJOINT TRENCHAS-BUILTJOINT TRENCHTOP PIPE=7819.62'AS-BUILTJOINT TRENCHTOP PIPE=7819.57'AS-BUILTJOINT TRENCHTOP PIPE=7818.97'AS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINESE AS-BUILT HCETRANSFORMERSE AS-BUILT HCETRANSFORMERAS-BUILTPROPOSED SECONDARY ELECTRICTOP PIPE=7817.89'AS-BUILTPRIMARY ELECTRICTOP PIPE=7818.09'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.48'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.40'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.52'AS-BUILTSEWER STUBELEV. = 7816.65'SE &AS-BUILT SMH #75RIM = 7820.96'INV. IN = 7809.94'INV. OUT = 7809.74'SE &AS-BUILT SMH #76RIM = 7825.21'INV. IN = 7815.14'INV. IN = 7815.14'INV. OUT = 7814.94'SE AS-BUILT SMH #77RIM = 7827.43'INV. OUT = 7816.75'AS-BUILTSEWER STUBT.P.ELEV. = 7814.64'AS-BUILTSEWER STUBT.P.ELEV. = 7817.69'AS-BUILTSEWER BENDT.P.ELEV. = 7813.84'AS-BUILTSEWER BENDT.P.ELEV. = 7816.34' AS-BUILT SEWER SERVICEELEV = 7818.17'AS-BUILTSEWER BENDT.P.ELEV. = 7821.18'AS-BUILTSEWER BENDT.P.ELEV. = 7823.43'AS-BUILTSEWER BENDT.P.ELEV. = 7824.05'AS-BUILTSEWER BENDT.P.ELEV. = 7824.31'AS-BUILTSEWER SERVICE CAPT.P.ELEV. = 7826.16'9B 18" AREA INLETRIM = 7836.83'INV OUT 18" = 7835.83'8B 2' x 3' CURB INLETRIM = 7837.27'INV IN 12" = 7832.64'INV OUT 15" = 7832.30'6B 1 24" AREA INLETRIM = 7836.89'INV OUT 15" = 7832.21'12B 24" AREA INLETRIM = 7836.89'INV IN 15" (W) = 7831.59'INV IN 15" (N)= 7831.27'INV OUT 18" = 7831.10'10B 12" PVC PIPETOP OF PIPE = 7839.38'INV OUT 18" = 7835.86'11B 24" AREA INLETRIM = 7837.40'INV IN 15" = 7831.96'INV OUT 15" = 7831.72'13B 2' x 3' CURB INLETRIM = 7832.99'INV IN 18" = 7828.37'INV OUT 18" = 7827.78'15B1 STORM MH (4' Dia. Conc.)RIM = 7832.30'INV IN 12" = 7826.79INV IN 18" = 7826.62'INV OUT 18" = 7826.52'5B 2' x 3' CURB INLETRIM = 7828.38'INV IN 18" = 7823.59'INV IN 4" = 7823.63'INV OUT 18" = 7823.45'4B1 12" PVC PIPETOP OF PIPE = 7831.90'INV OUT 12" = 7826.81'4B 12" PVC PIPETOP OF PIPE = 7829.87'INV IN 12" = 7825.00'INV OUT 12" = 7824.97'1B2 STORM MH (4' Dia. Conc.)RIM = 7828.03'INV IN 18" = 7822.89'INV IN 12" = 7822.67'INV IN 4" = 7823.27' (No pipe-cutout only)INV OUT 18" = 7822.23'3B 3' x 3' AREA INLETRIM = 7827.27'INV IN 18" = 7822.16'INV OUT 18" = 7821.87'2B 2' x 2' AREA INLETRIM = 7827.27'INV IN 18" = 7821.86'INV OUT 18" = 7821.55'30B 2' x 2' AREA INLETRIM = 7825.92'INV IN 18" = 7820.67'INV OUT 18" = 7820.47'J-SFDB#1-3' x 3' INLETRIM = 7820.93'INV OUT 24" = 7816.59'ORIFICE EL = 7816.98'J-6A1-4 STORM MH (4' Dia. Conc.)RIM = 7821.45'INV IN 24"(S) = 7814.70'INV IN 24"(N) = 7814.52'INV OUT 24" = 7814.35'I-6A 3' x 3' AREA INLETRIM = 7820.80'INV IN 18" = 7813.99'INV IN 24" = 7814.95'INV OUT 24" = 7814.78'ORIFICE EL = 7718.02'J6A2 2' x 3' CURB INLETRIM = 7819.30'INV IN 24" = 7815.27'INV OUT 24" = 7814.98'J6A3 2' x 3' CURB INLETRIM = 7820.02'INV IN 10" = 7815.61'INV OUT 12" = 7815.48'I6B 2' x 2' AREA INLETRIM = 7820.92'INV IN 12" = 7816.08'INV OUT 18" = 7815.91'TEMP 12" INLETRIM = 7818.93'INV OUT 10" = 7816.84'J-EX1 STORM MH (5' Dia. Conc.)RIM = 7819.80'INV IN 24"(W) = 7813.80'INV IN 18"(S)(EX) = 7814.31'INV OUT 24" = 7813.30'131.2 LF-12" HDPE12" Stub outBuried at time of survey2.43%8.47 LF-12" HDPE25.8%27.4 LF-15" RCP1.24%25.9 LF-15" RCP1.73%39.4 LF-15" RCP2.73%93.0 LF-18" RCP2.94%27.1 LF-18" RCP4.28%47.4 LF-18" RCP6.19%38.1 LF-18" RCP0.15%25.9 LF-12" HDPE8.89%68.9 LF-12" HDPE2.63%21.0 LF-18" RCP1.71%15.0 LF18" RCP2.13%36.2 LF-18" RCP2.43%106.4 LF-18" RCP5.16%115.1 LF-24" HDPE1.64%10.6 LF24" RCP2.45%10.7 LF24" RCP0.28%20.0 LF18" RCP1.05%13.2 LF12" RCP2.26%81.9 LF-10" HDPE0.93%4" PVC PIPE (TOP)ELEV. = 7821.09'4" PVC PIPE (TOP)ELEV. = 7820.65'4" PVC PIPE (TOP)ELEV. = 7819.53'4" PVC PIPE (TOP)ELEV. = 7819.56'48 LF-24" RCP1.15%15" CONC. PIPEELEV = 7806.56'15" CONC. PIPEELEV = 7809.22'15" CONC. PIPEELEV = 7809.45'15" CONC. PIPEELEV = 7812.24'CONC. DRAINAGE STRUCTUREINV IN 15" CONCRETE PIPEELEV = 7805.96'CONC. DRAINAGE STRUCTUREINV IN 15" CONCRETE PIPEELEV = 7806.24'INV OUT CPELEV = 7806.18'15" CONC. PIPEELEV = 7817.20'CONC. DRAINAGE STRUCTURESUMP ELEV = 7817.07'15" CONC. PIPEELEV = 7817.13'15" CONC. PIPEELEV = 7817.06'15" CONC. PIPEELEV = 7817.17'15" CONC. PIPEELEV = 7817.17'CONC. DRAINAGE STRUCTURESUMP ELEV = 7816.97'15" CONC. PIPEELEV = 7817.30'15" CONC. PIPEELEV = 7818.00'CONC. DRAINAGE STRUCTURESUMP ELEV = 7817.95'15" CONC. PIPEELEV = 7819.05'15 IN INV CPELEV = 7817.17'CONC. DRAINAGE STRUCTUREINLET ELEV = 7836.67'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7827.32'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7827.12'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7825.66'1.2' VERT. PVC CAPINLET ELEV = 7829.96'1.2' VERT. PVC CAPINLET ELEV = 7831.76'SUMP ELEV = 7815.27' 12" CPPELEV = 7816.88'15" CONC. PIPEELEV = 7815.88'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7837.41'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7837.10'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7836.62'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7828.51'WVD WCTEEEWVSDYHDYHWVWVWVWVWVWVWVWVEEEESSSDgasWVWVWVSSSWVWVHYDWVWVEEHYDHYD WVWVWVWVWVWVCCTTWVWVWVWIV WVWVIV IV IVIVIVGVgasgasgasTCTCTCDCENTERLINE 10' WIDE HOLY CROSS EASEMENTCENTERLINE 10' WIDE HOLY CROSS EASEMENTUTILITY EASEMENTCENTERLINE 20' WIDE SANITARY SEWER EASEMENTCENTERLINE 20' WIDE SANITARY SEWER EASEMENT10.5' WIDE STORM SEWER EASEMENTCENTERLINE 10' WIDE UTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTCENTERLINE 10' WIDE UTILITY EASEMENTDRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 3 AND 45.0' WIDE DRAINAGE EASEMENT FOR THE BENEFIT OFBURLINGAME RANCH II CONDOMINIUM ASSOCIATION INC.DRAINAGE EASEMENT FOR THE BENEFIT OF THE CITY OFASPEN3.5' UTILITY EASEMENTCENTERLINE 7' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 3TRANSIT EASEMENTCENTERLINE 4' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 124' WIDE FIRE LANE EASEMENT24' WIDE FIRE LANE EASEMENTCENTERLINE 7' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 3SNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTLOT 2LOT 1LOT 1LOT 2LOT 3LOT 4LOT 5CONDOMINIUM1ST SUPPLEMENTBURLINGAME RANCH 1 CONDOMINIUMCONDOMINIUM1ST SUPPLEMENT187,412 Sq Ft4.302 Ac.37,502 Sq Ft0.861 Ac.LOT 34,542 Sq Ft0.104 Ac.LOT 44,486 Sq Ft0.103 Ac.HARMONY ROAD194,015 Sq Ft4.454 Ac.L23b2.11'6.11'S36°52'14"W 112.09'S17°50'24"E51.80'N78°19'26"E 94.46'S78°19'26"W 94.46'N17°50'24"W51.80'N36°52'14"E 112.09'LR2LR3188.85'209.33'CR10CR11CR12CR13CR14CR15CR16CR17CR14bCR14cCR14aCT1CT1aCT1bCT1cN34°25'37"E 204.32'N00°13'53"E 231.68'N22°29'54"W 398.18'S84°27'15"W 92.93'S33°44'31"W 135.08'L26S16°53'41"W 112.15'L18L19L21L23aL20L22L24L25L27C5C6C7C8S08°15'49"E 85.05'N72°16'44"W 73.19'S05°47'34"E 85.45'37.08'57.38'LT6LT7LT8LT9PARK CTRACT 1TRACT 3TRACT 3TRACT 1PARK CLOT 3LOT 4HARMONY ROADFORGE ROADMINING STOCK PARKWAYPAEPCKE DRIVEP12-01P12-02P12-03P12-04P12-05P12-06P12-07P12-08P12-09P12-10P12-11P12-12P12-13P12-14P12-15P14-01P14-02P14-03P14-04P14-06P14-07P14-08P14-09P14-10P14-11P14-12P14-13P14-14P14-15P14-16P14-17P11-01P11-04P11-05P11-07P11-08P11-09P11-10P11-11P11-12P11-13P11-14P13-01P13-02P13-03P13-04P13-06P13-05P13-07P13-08P13-09P13-10P13-11P13-12P12-01P12-02P12-03P12-04P12-05P14-01P14-02P14-03P14-04P14-05P14-06P14-07P14-08P14-09P11-07P11-08+ 29.50+ 29.1129.13 ++ TW 28+/- BW 24.0+ TW 28.5+/- BW 26.0+ TW 28.5+/- BW 26.030354040.50 + +29.42+ TW 34+ TW 33+ TW 32FF2=7838.90FF1=7828.00FF2=7843.00FF1=7832.10FF1=7843.00FF2=7840.00FF1=7829.10FF2=7832.40FF1=7821.50FF2=7840.00FF1=7829.10FF2=7842.23FF1= 7831.33FF2=7843.40FF1= 7832.50FF2=7841.57FF1= 7830.67P12P14P11C12A13E11E15B13B14P13C12(attach)F14(b)F14(a)MATCH EXBS 100.00TS 100.00MH 100.00CB 100.00HPS 100.00BC 100.00TC 100.00BW 100.00TW 100.00FFE 100.00100.00LP 100.00RIM 7836.89RIM 7836.89RIM 7837.40RIM 7837.27RIM 7832.9940.0039.6639.30TW 39.0039.3039.3028.75LP 38.50LP 38.75LP 36.75LP 36.75TW 34.5028.6028.4047.0038.00TW 42.50TW 48.00TW 49.00BW 45.00BW 38.00LP 36.7529.00TW 40.00BW 38.00TW 38.00BW 36.00TW 36.00BW 34.00TW 34.00BW 32.00TW 32.00BW 29.00TW 50.00TW 50.0049.0048.00BW 46.50BW 47.50LP36.3037.8038.805%3.7%3.4%5.0%5.0%5.0%2%4.0%28.10BW 29.00TW 40.002.5%2.0%28.1228.1028.00EOA 27.74EOA 27.353.8%2.7%27.00BW 23.00TW 26.00TW 26.001.4%37.00BW 44.00TW 43.00BW 38.0018%39.502%2%BW 38.00TW 44.00TW 46.00BW 42.50TW 60.00BW 54.00TW 51.00BW 43.00TW 49.00BW 40.0044.00BW 54.00TW 60.00TW 48.0043.00BW 39.00TW 49.00BW 41.00BW 53.00TW 57.00TW 43.00BW 37.00TW 46.00BW 44.00BW 34.00TW 41.00TW 32.00BW 29.00BW 46.00TW 48.00BW 47.00TW 43.33TW 45.0040.00BW 35.00TW 39.0034.0022.251.5%1.6%21.672.9%2.0%22.003.5%21.97TOC 22.635.0%TOC 22.63TOC 22.63TOC 22.63TOC 22.63TOC 22.6321.5021.501.0%BW 22.004.8%EOC 22.4822.6721.5827.502.5%22.6722.67EOC 22.48EOC 22.4822.103.5%22.053.5%39.2226.5026.00EOC 28.305.0%27.00TW 37.00BW 35.00TW 35.00BW 33.0027.453.5%2.0%7832783178307829TOC 22.6736.0035.0033.0032.0031.0030.0029.00EOC 28.00EOA 26.4028.0028.0027.0028.0028.0028.00TW 38.75TW 37.00TW 32.50TW 33.50TW 35.50TW 34.50TW 37.75TW 36.50TW 38.5037.0038.0039.003.33 %16%EOC 22.4222.49782678277828TOC 32.50EOC 32.34 31.942%TOC 32.50TOC 31.29EOC 32.344.0% 31.59EOC 31.1330.6021.00TW 22.55BW 21.00TW 22.00BW 20.69TW 22.65BW 21.10TBC 20.85TBC 20.55TBC 21.0578347833LP 29.2541.50TOC 41.67EOC 41.4441.25TOC 41.67EOC 41.44TOC 41.67EOC 41.4441.2541.25TOC 30.6729.80EOC 30.4931.50TOC 30.67 31.84 31.342.70%3.70%TOC 42.96TOC 42.96DECK 42.96EOC 42.76TW 40.00BW 35.00TW 40.00TOC 43.00TOC 43.00TOC 43.00TOC 43.00TOC 32.00TOC 32.004.3%30.6231.25TOC 42.33TOC 42.33EOC 42.173.4%42.0041.102.0%FL 20.00FL 21.00EOC 30.54EOC 30.54TOC 30.671.5%27.0029.0029.0030.0030.0030.2030.203.2%30.203.3% 33.00EOC 31.823.3%31.14EOC 42.82EOC 42.82EOC 42.8242.612.2%42.312.0%42.204.2%35.0029.0030.00TOC 32.0078307829BW 36.00TW 36.00BW 32.00BW 31.00BW 30.00TW 35.50TW 35.00LP 40.50TOC 44.00TOC 44.00EOC 43.75EOC 43.75TOC 32.96EOC 32.80TOC 32.96EOC 32.80EOC 31.8242.9643.004.5%2.5%32.0042.502.0%31.5632.6132.6332.301.5%2.0%4.8%30.502.0%26.0031.0024.614.4%EOC 42.853.5%2.0%3.0%EOA24.13TW 28.00EOA 22.2021.60EOA 20.95TOC 22.63EOC 22.42EOC 22.4222.30EOC 22.42EOA42.32BW40.50EOA39.90EOA39.66EOA38.00EOA34.224.0%4.0%EOA24.774.0%2.0%2.0%TOC 29.00EOC 27.822.0%27.5028.9327.502.5%2.0%27.9032.904.8%4.5%4.8%41.2743.5043.142.0%2.0%43.50EOC 43.07EOC 19.30EOA 27.40EOC 20.40EOC 20.7025.002.7%3.5%27.282.0%2.0%2.0%27.4025.003.6%3.5%4.0%TOC 29.00EOC 28.872.0%TOC 27.96EOC 27.80TOC 27.96EOC 27.8027.3327.3328.25TW 42.50BW 40.50TW 40.00BW 38.00TW 37.50BW 35.50TW 35.00BW 33.0042.61EOC 40.8144.502.6%2.0%2.6%32.202.0%31.6241.62TOC 27.96EOC 27.8027.33TOC 34.00EOC 33.84TOC 32.962.0%33.0032.10TW 42.50BW 40.50TW 40.00BW 38.00TW 37.50BW 35.50TW 35.00BW 33.0033.0032.413.2%41.12TW 38.12BW 36.12TW41.50BW 38.50TW 35.62BW 33.62TW 33.12BW 31.90BW 31.00TW 33.12TW 35.62TW 38.12BW 36.12TW 35.62BW 33.62TW 33.12BW 31.90EOA 41.72EOA 41.16EOA 41.16BW 38.50TW41.50TW41.00EOA 41.72TW41.00BW 34.00TW42.00BW38.00TW42.00TW38.00BW34.002.0%2.0%TOC 29.00EOC 27.822.0%TW31.00BW 28.00LP 29.75EOC 27.9031.5027.502.3%27.502.0%2.0%2.0%TOC 31.00EOC 30.862.0%EOC 30.86TOC 31.002.0%2.0%EOC 30.86TOC 31.0027.503.7%2.3%44.702.0%1.5%TOC 34.00EOC 33.8430.5231.5033.4430.5030.5033.69TOC 45.0032.2033.5433.0044.0043.0043.0042.9042.4043.2143.0341.7541.29TOC 42.29EOC 42.1241.5840.40EOC 40.2639.7640.6441.50EOC 44.8044.255.0%43.75TOC 44.00EOC 43.84TOC 44.00EOC 43.84TOC 44.00EOC 43.84TOC 33.00EOC 32.80TOC 33.00EOC 32.80TOC 33.00TOC 33.00EOC 32.782.5%TOC 45.00EOC 44.8044.105.0%3.5%2.0%2.6%1.9%TOC 42.29EOC 42.0730.67TOC 30.33TOC30.33TOC 30.33EOC 30.1330.0030.5530.002.0%3.0%3.0%EOC 30.132.5%TOC 30.29EOC 30.10TOC 41.33EOC 41.16TOC 41.33EOC 41.1640.505.0%30.5029.504.3%5.0%TOC 41.33EOC 41.13TOC 41.33EOC 41.1340.7740.685.0%5.0%1.5%29.773.5%3.0%29.505.0%4.5%TBC 40.50TBC 41.60TOC 31.33TOC 31.33EOC 31.16EOC 31.1641.6241.1229.5028.5028.0027.5030.832.1%30.832.1%2.6%2.0%4.3%30.3327.502.5%3.2%2.3%2.5%2.7%2.5%2.0%2.0%2.0%7828EOC 28.06EOC 27.96BW 35.50 32.88 LP 31.50TOC 40.00TOC 40.00TOC 29.00TOC 29.0029.00EOC 28.822%2%2%EOC 28.84TOC 29.0037.00TOC 39.82EOC 39.82EOC 39.882%EOC 39.73TOC 40.00TOC 40.00TOC 40.00TOC 40.00TOC 29.00TOC 29.00TOC 29.00EOC 28.83EOC 28.83EOC 28.83TOC 29.002%2%2%EOC 39.73EOC 39.7339.403.0%3.0%BW 35.003.0%EOC 31.82EOC 31.892.0%EOC 31.65783 17830 2.0%31.502.0%EOC 42.9242.5041.17EOC 40.71EOC 42.9842.52EOC 40.3239.701.0%2.0%2.8%2.8%TOC 31.3330.501.0%TOW 41.50BOW 37.50TOW 36.50BOW 33.00BOW 32.00TOW 36.502.9%3.7%32.602.4%2.4%32.6032.40TOC 33.003.3%TW 44.00BW 42.00TW 41.50BW 39.50TW 39.00BW 37.00TW 36.50BW 34.50TW 34.00BW 33.00EOC 30.86EOC 30.8630.73TOC 31.00TOC 31.00TOC 31.00EOC 30.7930.393.0%5.0%EOC 30.79EOC 30.794.4%4.1%TOC 31.0029.8030.3830.382.8%5.0%28.403.0%FFE 100.00TW 100.00TC 100.00BW 100.00100.00FFE 100.00TW 100.00TC 100.00BW 100.00100.00RG 27BRG 2BRG 3BRG 4BRG 12BRG 11BRG 6BRG 10BRG 9BRG 21BRG 28BRG 17BRG 22BRG 23BRG 24BRG 16BRG 14B.1RG 14BRG 31B1RG 20BRG 1BRG27B1P11-09P11-10P11-11P11-12P11-13P11-14P11-01911-02P11-03P11-04P11-05P11-06P11-07P11-08P12-01P12-02P12-03P12-04P12-05P12-06P12-07P12-08P12-09P12-10P12-11P13-01P13-02P13-03P13-04P13-06P13-05P13-07P13-08P13-09P13-10P13-11P13-12P14-10P14-11P14-12P14-13P14-14P14-15P14-16P14-17P14-8P14-7P14-6P14-5P14-4P14-3P14-2P14-1P14-941224912105448615VANACCESSIBLEVANACCESSIBLESSSSSSSSSSDDSSSTPCDSEEEEEEEEEEEEEEEEEWVWVWVWVWVCOCOCOCOCOCOCOCOWVEEEWVEEEEX. COAEL. VAULTFLOW LINEOF 1' SWALEASPHALT PARKING EXISTING BUS PULL OUTWATER FOUNTAINAND METER12" IRRIGATION RE-USE LINE AS-BUILTS PROVIDEDBY MCLAUGHLIN RINCONHC APPROX LOCATION 6" PVC PIPE(45° VERTICAL BENDAT PUMP IN MANHOLE)24" RCP18" RCP 18" RCP12" RCP18" RCP18" RCP18" RCP18" RCP18" RCP 8" CPP 8" CPP24" RCP6" PVC24" RCPINV=7808.40'STORM MANHOLERIM=7818.36' 24" RCP INV IN=7810.56'6" PVC INV OUT =7813.17'24" RCP INV OUT =7810.71'8" CMP INVOUT=7809.89'IRRIGATION INLET BOX12" INV OUT=7804.42'STMH RIM = 7811.17'INV. IN 12"=7805.57'INV. 12"(CAPPED)=7806.32'INV. 6" PVC=PUMP @ FLANGE=7807.02'BOTTOM OF MH=7801.48'18 LF 24"STORM LINE12 LF OF 8"STORM PIPE8" INV IN7815.61'STMH RIM =7819.80'24" RCP N. INV. IN=7813.90'18" RCP S. INV. IN=7814.30'24" RCP E. INV. OUT=7813.72'12" PVC PIPE 12' PVC PIPE (CAPPED AT MANHOLE)1.5' DIA INLET RIM=7816.60'8" CPP N. INV.=7812.60'8" CPP S.E INV.=7812.60'4" PVC W. INV.=7812.60'2X2 INLET RIM=7807.65'18"RCP N.W. INV.=7806.15'18"RCP S.E. INV.=7806.25'2X3 INLET RIM=7807.85'18"RCP N.W. INV.=7805.95'18"RCP N.E. INV.=7805.00'2X2 INLET RIM=7819.0'18"RCP W. INV. OUT=7816.95'15"RCP N. INV. IN=7816.95'INV OUT=7809.3'INV=7809.1INV=7806.5INV=7817.40'INV 18" RCP=7817.222X2 INLET RIM=7819.40'24"RCP S. INV.OUT=7816.85'15"RCP E. INV. IN=7816.85'18"RCP N. INV. IN=7816.85'INV 12" CPP=7817.49'INV OUT=7817.11'2X2 INLET RIM=7819.45'18"RCP S. INV.=7817.80'18" RCPINV OUT 6" CPP=7818.22INV 6" CPP=7816.61INV=7816.33INV=7815.6712" CPPINV=7805.651.5' DIA INLET RIM=7808.20'8" CPP N.W. INV.=7806.40'8" CPP S.E INV.=7806.40'INV IN=7812.1'STORM INLET RIM=7822.08'18" RCP S. INV. IN=16.08'18" RCP N. INV. OUT=15.88'8" CPPINV. IN=7818.33'4" PVC ROOF DRAININV. IN=7819.31'19" DIA RIM=7818.10'8" CPP INV. OUT=15.15'19" DIA RIM=7817.53'8" CPP INV. OUT=13.94'19" DIA INLET RIM=7817.00'8" CPP N. INV. IN=13.27''8" CPP S. INV. OUT0=13.27'1'x1' DRAIN RIM=7818.62'INV. OUT=17.65'1'x1' DRAIN RIM=7818.61'INV. OUT=17.67'1'x1' DRAIN RIM=7818.63'INV. OUT=17.65'8" CPPINV. IN=17.86'8" CPPINV. OUT=17.69'STORM INLET RIM=7845.50'18" RCP S. INV. IN=41.05'18" RCP N. INV. OUT=41.00'STORM INLET RIM=7832.75'18" RCP S. INV. IN=28.05'18" RCP N. INV. OUT=27.95'STAS-BUILTJOINT TRENCHAS-BUILTJOINT TRENCHTOP PIPE=7819.62'AS-BUILTJOINT TRENCHTOP PIPE=7819.57'AS-BUILTJOINT TRENCHTOP PIPE=7818.97'AS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINESE AS-BUILT HCETRANSFORMERSE AS-BUILT HCETRANSFORMERAS-BUILTPROPOSED SECONDARY ELECTRICTOP PIPE=7817.89'AS-BUILTPRIMARY ELECTRICTOP PIPE=7818.09'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.48'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.40'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.52'AS-BUILTSEWER STUBELEV. = 7816.65'SE &AS-BUILT SMH #75RIM = 7820.96'INV. IN = 7809.94'INV. OUT = 7809.74'SE &AS-BUILT SMH #76RIM = 7825.21'INV. IN = 7815.14'INV. IN = 7815.14'INV. OUT = 7814.94'SE AS-BUILT SMH #77RIM = 7827.43'INV. OUT = 7816.75'AS-BUILTSEWER STUBT.P.ELEV. = 7814.64'AS-BUILTSEWER STUBT.P.ELEV. = 7817.69'AS-BUILTSEWER BENDT.P.ELEV. = 7813.84'AS-BUILTSEWER BENDT.P.ELEV. = 7816.34' AS-BUILT SEWER SERVICEELEV = 7818.17'AS-BUILTSEWER BENDT.P.ELEV. = 7821.18'AS-BUILTSEWER BENDT.P.ELEV. = 7823.43'AS-BUILTSEWER BENDT.P.ELEV. = 7824.05'AS-BUILTSEWER BENDT.P.ELEV. = 7824.31'AS-BUILTSEWER SERVICE CAPT.P.ELEV. = 7826.16'9B 18" AREA INLETRIM = 7836.83'INV OUT 18" = 7835.83'8B 2' x 3' CURB INLETRIM = 7837.27'INV IN 12" = 7832.64'INV OUT 15" = 7832.30'6B 1 24" AREA INLETRIM = 7836.89'INV OUT 15" = 7832.21'12B 24" AREA INLETRIM = 7836.89'INV IN 15" (W) = 7831.59'INV IN 15" (N)= 7831.27'INV OUT 18" = 7831.10'10B 12" PVC PIPETOP OF PIPE = 7839.38'INV OUT 18" = 7835.86'11B 24" AREA INLETRIM = 7837.40'INV IN 15" = 7831.96'INV OUT 15" = 7831.72'13B 2' x 3' CURB INLETRIM = 7832.99'INV IN 18" = 7828.37'INV OUT 18" = 7827.78'15B1 STORM MH (4' Dia. Conc.)RIM = 7832.30'INV IN 12" = 7826.79INV IN 18" = 7826.62'INV OUT 18" = 7826.52'5B 2' x 3' CURB INLETRIM = 7828.38'INV IN 18" = 7823.59'INV IN 4" = 7823.63'INV OUT 18" = 7823.45'4B1 12" PVC PIPETOP OF PIPE = 7831.90'INV OUT 12" = 7826.81'4B 12" PVC PIPETOP OF PIPE = 7829.87'INV IN 12" = 7825.00'INV OUT 12" = 7824.97'1B2 STORM MH (4' Dia. Conc.)RIM = 7828.03'INV IN 18" = 7822.89'INV IN 12" = 7822.67'INV IN 4" = 7823.27' (No pipe-cutout only)INV OUT 18" = 7822.23'3B 3' x 3' AREA INLETRIM = 7827.27'INV IN 18" = 7822.16'INV OUT 18" = 7821.87'2B 2' x 2' AREA INLETRIM = 7827.27'INV IN 18" = 7821.86'INV OUT 18" = 7821.55'30B 2' x 2' AREA INLETRIM = 7825.92'INV IN 18" = 7820.67'INV OUT 18" = 7820.47'J-SFDB#1-3' x 3' INLETRIM = 7820.93'INV OUT 24" = 7816.59'ORIFICE EL = 7816.98'J-6A1-4 STORM MH (4' Dia. Conc.)RIM = 7821.45'INV IN 24"(S) = 7814.70'INV IN 24"(N) = 7814.52'INV OUT 24" = 7814.35'I-6A 3' x 3' AREA INLETRIM = 7820.80'INV IN 18" = 7813.99'INV IN 24" = 7814.95'INV OUT 24" = 7814.78'ORIFICE EL = 7718.02'J6A2 2' x 3' CURB INLETRIM = 7819.30'INV IN 24" = 7815.27'INV OUT 24" = 7814.98'J6A3 2' x 3' CURB INLETRIM = 7820.02'INV IN 10" = 7815.61'INV OUT 12" = 7815.48'I6B 2' x 2' AREA INLETRIM = 7820.92'INV IN 12" = 7816.08'INV OUT 18" = 7815.91'TEMP 12" INLETRIM = 7818.93'INV OUT 10" = 7816.84'J-EX1 STORM MH (5' Dia. Conc.)RIM = 7819.80'INV IN 24"(W) = 7813.80'INV IN 18"(S)(EX) = 7814.31'INV OUT 24" = 7813.30'131.2 LF-12" HDPE12" Stub outBuried at time of survey2.43%8.47 LF-12" HDPE25.8%27.4 LF-15" RCP1.24%25.9 LF-15" RCP1.73%39.4 LF-15" RCP2.73%93.0 LF-18" RCP2.94%27.1 LF-18" RCP4.28%47.4 LF-18" RCP6.19%38.1 LF-18" RCP0.15%25.9 LF-12" HDPE8.89%68.9 LF-12" HDPE2.63%21.0 LF-18" RCP1.71%15.0 LF18" RCP2.13%36.2 LF-18" RCP2.43%106.4 LF-18" RCP5.16%115.1 LF-24" HDPE1.64%10.6 LF24" RCP2.45%10.7 LF24" RCP0.28%20.0 LF18" RCP1.05%13.2 LF12" RCP2.26%81.9 LF-10" HDPE0.93%4" PVC PIPE (TOP)ELEV. = 7821.09'4" PVC PIPE (TOP)ELEV. = 7820.65'4" PVC PIPE (TOP)ELEV. = 7819.53'4" PVC PIPE (TOP)ELEV. = 7819.56'48 LF-24" RCP1.15%15" CONC. PIPEELEV = 7806.56'15" CONC. PIPEELEV = 7809.22'15" CONC. PIPEELEV = 7809.45'15" CONC. PIPEELEV = 7812.24'CONC. DRAINAGE STRUCTUREINV IN 15" CONCRETE PIPEELEV = 7805.96'CONC. DRAINAGE STRUCTUREINV IN 15" CONCRETE PIPEELEV = 7806.24'INV OUT CPELEV = 7806.18'15" CONC. PIPEELEV = 7817.20'CONC. DRAINAGE STRUCTURESUMP ELEV = 7817.07'15" CONC. PIPEELEV = 7817.13'15" CONC. PIPEELEV = 7817.06'15" CONC. PIPEELEV = 7817.17'15" CONC. PIPEELEV = 7817.17'CONC. DRAINAGE STRUCTURESUMP ELEV = 7816.97'15" CONC. PIPEELEV = 7817.30'15" CONC. PIPEELEV = 7818.00'CONC. DRAINAGE STRUCTURESUMP ELEV = 7817.95'15" CONC. PIPEELEV = 7819.05'15 IN INV CPELEV = 7817.17'CONC. DRAINAGE STRUCTUREINLET ELEV = 7836.67'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7827.32'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7827.12'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7825.66'1.2' VERT. PVC CAPINLET ELEV = 7829.96'1.2' VERT. PVC CAPINLET ELEV = 7831.76'SUMP ELEV = 7815.27' 12" CPPELEV = 7816.88'15" CONC. PIPEELEV = 7815.88'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7837.41'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7837.10'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7836.62'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7828.51'WVDWCTEEEWVSDYHDYHWVWVWVWVWVWVWVWVEEEESSSDgasWVWVWVSSSWVWVHYDWVWVEEHYDHYD WVWVWVWVWVWVCCTTWVWVWVWIV WVWVIV IV IVIVIVGVgasgasgasTCTCTCDCENTERLINE 10' WIDE HOLY CROSS EASEMENTCENTERLINE 10' WIDE HOLY CROSS EASEMENTUTILITY EASEMENTCENTERLINE 20' WIDE SANITARY SEWER EASEMENTCENTERLINE 20' WIDE SANITARY SEWER EASEMENT10.5' WIDE STORM SEWER EASEMENTCENTERLINE 10' WIDE UTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTCENTERLINE 10' WIDE UTILITY EASEMENTDRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 3 AND 45.0' WIDE DRAINAGE EASEMENT FOR THE BENEFIT OFBURLINGAME RANCH II CONDOMINIUM ASSOCIATION INC.DRAINAGE EASEMENT FOR THE BENEFIT OF THE CITY OFASPEN3.5' UTILITY EASEMENTCENTERLINE 7' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 3TRANSIT EASEMENTCENTERLINE 4' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 124' WIDE FIRE LANE EASEMENT24' WIDE FIRE LANE EASEMENTCENTERLINE 7' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 3SNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTLOT 2LOT 1LOT 1LOT 2LOT 3LOT 4LOT 5CONDOMINIUM1ST SUPPLEMENTBURLINGAME RANCH 1 CONDOMINIUMCONDOMINIUM1ST SUPPLEMENT187,412 Sq Ft4.302 Ac.37,502 Sq Ft0.861 Ac.LOT 34,542 Sq Ft0.104 Ac.LOT 44,486 Sq Ft0.103 Ac.HARMONY ROAD194,015 Sq Ft4.454 Ac.L23b2.11'6.11'S36°52'14"W 112.09'S17°50'24"E51.80'N78°19'26"E 94.46'S78°19'26"W 94.46'N17°50'24"W51.80'N36°52'14"E 112.09'LR2LR3188.85'209.33'CR10CR11CR12CR13CR14CR15CR16CR17CR14bCR14cCR14aCT1CT1aCT1bCT1cN34°25'37"E 204.32'N00°13'53"E 231.68'N22°29'54"W 398.18'S84°27'15"W 92.93'S33°44'31"W 135.08'L26S16°53'41"W 112.15'L18L19L21L23aL20L22L24L25L27C5C6C7C8S08°15'49"E 85.05'N72°16'44"W 73.19'S05°47'34"E 85.45'37.08'57.38'LT6LT7LT8LT9PARK CTRACT 1TRACT 3TRACT 3TRACT 1PARK CLOT 3LOT 4HARMONY ROADFORGE ROADMINING STOCK PARKWAYPAEPCKE DRIVEP12-01P12-02P12-03P12-04P12-05P12-06P12-07P12-08P12-09P12-10P12-11P12-12P12-13P12-14P12-15P14-01P14-02P14-03P14-04P14-06P14-07P14-08P14-09P14-10P14-11P14-12P14-13P14-14P14-15P14-16P14-17P11-01P11-04P11-05P11-07P11-08P11-09P11-10P11-11P11-12P11-13P11-14P13-01P13-02P13-03P13-04P13-06P13-05P13-07P13-08P13-09P13-10P13-11P13-12P12-01P12-02P12-03P12-04P12-05P14-01P14-02P14-03P14-04P14-05P14-06P14-07P14-08P14-09P11-07P11-08+ 29.50+ 29.1129.13 ++ TW 28+/- BW 24.0+ TW 28.5+/- BW 26.0+ TW 28.5+/- BW 26.030354040.50 + +29.42+ TW 34+ TW 33+ TW 32FF2=7838.90FF1=7828.00FF2=7843.00FF1=7832.10FF1=7843.00FF2=7840.00FF1=7829.10FF2=7832.40FF1=7821.50FF2=7840.00FF1=7829.10FF2=7842.23FF1= 7831.33FF2=7843.40FF1= 7832.50FF2=7841.57FF1= 7830.67P12P14P11C12A13E11E15B13B14P13C12(attach)F14(b)F14(a)MATCH EXBS 100.00TS 100.00MH 100.00CB 100.00HPS 100.00BC 100.00TC 100.00BW 100.00TW 100.00FFE 100.00100.00LP 100.00RIM 7836.89RIM 7836.89RIM 7837.40RIM 7837.27RIM 7832.9940.0039.6639.30TW 39.0039.3039.3028.75LP 38.50LP 38.75LP 36.75LP 36.75TW 34.5028.6028.4047.0038.00TW 42.50TW 48.00TW 49.00BW 45.00BW 38.00LP 36.7529.00TW 40.00BW 38.00TW 38.00BW 36.00TW 36.00BW 34.00TW 34.00BW 32.00TW 32.00BW 29.00TW 50.00TW 50.0049.0048.00BW 46.50BW 47.50LP36.3037.8038.805%3.7%3.4%5.0%5.0%5.0%2%4.0%28.10BW 29.00TW 40.002.5%2.0%28.1228.1028.00EOA 27.74EOA 27.353.8%2.7%27.00BW 23.00TW 26.00TW 26.001.4%37.00BW 44.00TW 43.00BW 38.0018%39.502%2%BW 38.00TW 44.00TW 46.00BW 42.50TW 60.00BW 54.00TW 51.00BW 43.00TW 49.00BW 40.0044.00BW 54.00TW 60.00TW 48.0043.00BW 39.00TW 49.00BW 41.00BW 53.00TW 57.00TW 43.00BW 37.00TW 46.00BW 44.00BW 34.00TW 41.00TW 32.00BW 29.00BW 46.00TW 48.00BW 47.00TW 43.33TW 45.0040.00BW 35.00TW 39.0034.0022.251.5%1.6%21.672.9%2.0%22.003.5%21.97TOC 22.635.0%TOC 22.63TOC 22.63TOC 22.63TOC 22.63TOC 22.6321.5021.501.0%BW 22.004.8%EOC 22.4822.6721.5827.502.5%22.6722.67EOC 22.48EOC 22.4822.103.5%22.053.5%39.2226.5026.00EOC 28.305.0%27.00TW 37.00BW 35.00TW 35.00BW 33.0027.453.5%2.0%7832783178307829TOC 22.6736.0035.0033.0032.0031.0030.0029.00EOC 28.00EOA 26.4028.0028.0027.0028.0028.0028.00TW 38.75TW 37.00TW 32.50TW 33.50TW 35.50TW 34.50TW 37.75TW 36.50TW 38.5037.0038.0039.003.33%16%EOC 22.4222.49782678277828TOC 32.50EOC 32.34 31.942%TOC 32.50TOC 31.29EOC 32.344.0% 31.59EOC 31.1330.6021.00TW 22.55BW 21.00TW 22.00BW 20.69TW 22.65BW 21.10TBC 20.85TBC 20.55TBC 21.0578347833LP 29.2541.50TOC 41.67EOC 41.4441.25TOC 41.67EOC 41.44TOC 41.67EOC 41.4441.2541.25TOC 30.6729.80EOC 30.4931.50TOC 30.67 31.84 31.342.70%3.70%TOC 42.96TOC 42.96DECK 42.96EOC 42.76TW 40.00BW 35.00TW 40.00TOC 43.00TOC 43.00TOC 43.00TOC 43.00TOC 32.00TOC 32.004.3%30.6231.25TOC 42.33TOC 42.33EOC 42.173.4%42.0041.102.0%FL 20.00FL 21.00EOC 30.54EOC 30.54TOC 30.671.5%27.0029.0029.0030.0030.0030.2030.203.2%30.203.3% 33.00EOC 31.823.3%31.14EOC 42.82EOC 42.82EOC 42.8242.612.2%42.312.0%42.204.2%35.0029.0030.00TOC 32.0078307829BW 36.00TW 36.00BW 32.00BW 31.00BW 30.00TW 35.50TW 35.00LP 40.50TOC 44.00TOC 44.00EOC 43.75EOC 43.75TOC 32.96EOC 32.80TOC 32.96EOC 32.80EOC 31.8242.9643.004.5%2.5%32.0042.502.0%31.5632.6132.6332.301.5%2.0%4.8%30.502.0%26.0031.0024.614.4%EOC 42.853.5%2.0%3.0%EOA24.13TW 28.00EOA 22.2021.60EOA 20.95TOC 22.63EOC 22.42EOC 22.4222.30EOC 22.42EOA42.32BW40.50EOA39.90EOA39.66EOA38.00EOA34.224.0%4.0%EOA24.774.0%2.0%2.0%TOC 29.00EOC 27.822.0%27.5028.9327.502.5%2.0%27.9032.904.8%4.5%4.8%41.2743.5043.142.0%2.0%43.50EOC 43.07EOC 19.30EOA 27.40EOC 20.40EOC 20.7025.002.7%3.5%27.282.0%2.0%2.0%27.4025.003.6%3.5%4.0%TOC 29.00EOC 28.872.0%TOC 27.96EOC 27.80TOC 27.96EOC 27.8027.3327.3328.25TW 42.50BW 40.50TW 40.00BW 38.00TW 37.50BW 35.50TW 35.00BW 33.0042.61EOC 40.8144.502.6%2.0%2.6%32.202.0%31.6241.62TOC 27.96EOC 27.8027.33TOC 34.00EOC 33.84TOC 32.962.0%33.0032.10TW 42.50BW 40.50TW 40.00BW 38.00TW 37.50BW 35.50TW 35.00BW 33.0033.0032.413.2%41.12TW 38.12BW 36.12TW41.50BW 38.50TW 35.62BW 33.62TW 33.12BW 31.90BW 31.00TW 33.12TW 35.62TW 38.12BW 36.12TW 35.62BW 33.62TW 33.12BW 31.90EOA 41.72EOA 41.16EOA 41.16BW 38.50TW41.50TW41.00EOA 41.72TW41.00BW 34.00TW42.00BW38.00TW42.00TW38.00BW34.002.0%2.0%TOC 29.00EOC 27.822.0%TW31.00BW 28.00LP 29.75EOC 27.9031.5027.502.3%27.502.0%2.0%2.0%TOC 31.00EOC 30.862.0%EOC 30.86TOC 31.002.0%2.0%EOC 30.86TOC 31.0027.503.7%2.3%44.702.0%1.5%TOC 34.00EOC 33.8430.5231.5033.4430.5030.5033.69TOC 45.0032.2033.5433.0044.0043.0043.0042.9042.4043.2143.0341.7541.29TOC 42.29EOC 42.1241.5840.40EOC 40.2639.7640.6441.50EOC 44.8044.255.0%43.75TOC 44.00EOC 43.84TOC 44.00EOC 43.84TOC 44.00EOC 43.84TOC 33.00EOC 32.80TOC 33.00EOC 32.80TOC 33.00TOC 33.00EOC 32.782.5%TOC 45.00EOC 44.8044.105.0%3.5%2.0%2.6%1.9%TOC 42.29EOC 42.0730.67TOC 30.33TOC30.33TOC 30.33EOC 30.1330.0030.5530.002.0%3.0%3.0%EOC 30.132.5%TOC 30.29EOC 30.10TOC 41.33EOC 41.16TOC 41.33EOC 41.1640.505.0%30.5029.504.3%5.0%TOC 41.33EOC 41.13TOC 41.33EOC 41.1340.7740.685.0%5.0%1.5%29.773.5%3.0%29.505.0%4.5%TBC 40.50TBC 41.60TOC 31.33TOC 31.33EOC 31.16EOC 31.1641.6241.1229.5028.5028.0027.5030.832.1%30.832.1%2.6%2.0%4.3%30.3327.502.5%3.2%2.3%2.5%2.7%2.5%2.0%2.0%2.0%7828EOC 28.06EOC 27.96BW 35.50 32.88 LP 31.50TOC 40.00TOC 40.00TOC 29.00TOC 29.0029.00EOC 28.822%2%2%EOC 28.84TOC 29.0037.00TOC 39.82EOC 39.82EOC 39.882%EOC 39.73TOC 40.00TOC 40.00TOC 40.00TOC 40.00TOC 29.00TOC 29.00TOC 29.00EOC 28.83EOC 28.83EOC 28.83TOC 29.002%2%2%EOC 39.73EOC 39.7339.403.0%3.0%BW 35.003.0%EOC 31.82EOC 31.892.0%EOC 31.65783178302.0%31.502.0%EOC 42.9242.5041.17EOC 40.71EOC 42.9842.52EOC 40.3239.701.0%2.0%2.8%2.8%TOC 31.3330.501.0%TOW 41.50BOW 37.50TOW 36.50BOW 33.00BOW 32.00TOW 36.502.9%3.7%32.602.4%2.4%32.6032.40TOC 33.003.3%TW 44.00BW 42.00TW 41.50BW 39.50TW 39.00BW 37.00TW 36.50BW 34.50TW 34.00BW 33.00EOC 30.86EOC 30.8630.73TOC 31.00TOC 31.00TOC 31.00EOC 30.7930.393.0%5.0%EOC 30.79EOC 30.794.4%4.1%TOC 31.0029.8030.3830.382.8%5.0%28.403.0%FFE 100.00TW 100.00TC 100.00BW 100.00100.00FFE 100.00TW 100.00TC 100.00BW 100.00100.00RG 27BRG 2BRG 3BRG 4BRG 12BRG 11BRG 6BRG 10BRG 9BRG 21BRG 28BRG 17BRG 22BRG 23BRG 24BRG 16BRG 14B.1RG 14BRG 31B1RG 20BRG 1BRG27B1P11-09P11-10P11-11P11-12P11-13P11-14P11-01911-02P11-03P11-04P11-05P11-06P11-07P11-08P12-01P12-02P12-03P12-04P12-05P12-06P12-07P12-08P12-09P12-10P12-11P13-01P13-02P13-03P13-04P13-06P13-05P13-07P13-08P13-09P13-10P13-11P13-12P14-10P14-11P14-12P14-13P14-14P14-15P14-16P14-17P14-8P14-7P14-6P14-5P14-4P14-3P14-2P14-1P14-941224912105448615VANACCESSIBLEVANACCESSIBLESSSSSSSSSSDDSSSTPCDSEEEEEEEEEEEEEEEEEWVWVWVWVWVCOCOCOCOCOCOCOCOWVEEEWVEEEEX. COAEL. VAULTFLOW LINEOF 1' SWALEASPHALT PARKING EXISTING BUS PULL OUTWATER FOUNTAINAND METER12" IRRIGATION RE-USE LINE AS-BUILTS PROVIDEDBY MCLAUGHLIN RINCONHC APPROX LOCATION 6" PVC PIPE(45° VERTICAL BENDAT PUMP IN MANHOLE)24" RCP18" RCP 18" RCP12" RCP18" RCP18" R CP18" RCP18" RCP18" RCP 8" CPP 8" CPP24" RCP6" PVC24" RCPINV=7808.40'STORM MANHOLERIM=7818.36' 24" RCP INV IN=7810.56'6" PVC INV OUT =7813.17'24" RCP INV OUT =7810.71'8" CMP INVOUT=7809.89'IRRIGATION INLET BOX12" INV OUT=7804.42'STMH RIM = 7811.17'INV. IN 12"=7805.57'INV. 12"(CAPPED)=7806.32'INV. 6" PVC=PUMP @ FLANGE=7807.02'BOTTOM OF MH=7801.48'18 LF 24"STORM LINE12 LF OF 8"STORM PIPE8" INV IN7815.61'STMH RIM =7819.80'24" RCP N. INV. IN=7813.90'18" RCP S. INV. IN=7814.30'24" RCP E. INV. OUT=7813.72'12" PVC PIPE 12' PVC PIPE (CAPPED AT MANHOLE)1.5' DIA INLET RIM=7816.60'8" CPP N. INV.=7812.60'8" CPP S.E INV.=7812.60'4" PVC W. INV.=7812.60'2X2 INLET RIM=7807.65'18"RCP N.W. INV.=7806.15'18"RCP S.E. INV.=7806.25'2X3 INLET RIM=7807.85'18"RCP N.W. INV.=7805.95'18"RCP N.E. INV.=7805.00'2X2 INLET RIM=7819.0'18"RCP W. INV. OUT=7816.95'15"RCP N. INV. IN=7816.95'INV OUT=7809.3'INV=7809.1INV=7806.5INV=7817.40'INV 18" RCP=7817.222X2 INLET RIM=7819.40'24"RCP S. INV.OUT=7816.85'15"RCP E. INV. IN=7816.85'18"RCP N. INV. IN=7816.85'INV 12" CPP=7817.49'INV OUT=7817.11'2X2 INLET RIM=7819.45'18"RCP S. INV.=7817.80'18" RCPINV OUT 6" CPP=7818.22INV 6" CPP=7816.61INV=7816.33INV=7815.6712" CPPINV=7805.651.5' DIA INLET RIM=7808.20'8" CPP N.W. INV.=7806.40'8" CPP S.E INV.=7806.40'INV IN=7812.1'STORM INLET RIM=7822.08'18" RCP S. INV. IN=16.08'18" RCP N. INV. OUT=15.88'8" CPPINV. IN=7818.33'4" PVC ROOF DRAININV. IN=7819.31'19" DIA RIM=7818.10'8" CPP INV. OUT=15.15'19" DIA RIM=7817.53'8" CPP INV. OUT=13.94'19" DIA INLET RIM=7817.00'8" CPP N. INV. IN=13.27''8" CPP S. INV. OUT0=13.27'1'x1' DRAIN RIM=7818.62'INV. OUT=17.65'1'x1' DRAIN RIM=7818.61'INV. OUT=17.67'1'x1' DRAIN RIM=7818.63'INV. OUT=17.65'8" CPPINV. IN=17.86'8" CPPINV. OUT=17.69'STORM INLET RIM=7845.50'18" RCP S. INV. IN=41.05'18" RCP N. INV. OUT=41.00'STORM INLET RIM=7832.75'18" RCP S. INV. IN=28.05'18" RCP N. INV. OUT=27.95'STAS-BUILTJOINT TRENCHAS-BUILTJOINT TRENCHTOP PIPE=7819.62'AS-BUILTJOINT TRENCHTOP PIPE=7819.57'AS-BUILTJOINT TRENCHTOP PIPE=7818.97'AS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINESE AS-BUILT HCETRANSFORMERSE AS-BUILT HCETRANSFORMERAS-BUILTPROPOSED SECONDARY ELECTRICTOP PIPE=7817.89'AS-BUILTPRIMARY ELECTRICTOP PIPE=7818.09'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.48'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.40'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.52'AS-BUILTSEWER STUBELEV. = 7816.65'SE &AS-BUILT SMH #75RIM = 7820.96'INV. IN = 7809.94'INV. OUT = 7809.74'SE &AS-BUILT SMH #76RIM = 7825.21'INV. IN = 7815.14'INV. IN = 7815.14'INV. OUT = 7814.94'SE AS-BUILT SMH #77RIM = 7827.43'INV. OUT = 7816.75'AS-BUILTSEWER STUBT.P.ELEV. = 7814.64'AS-BUILTSEWER STUBT.P.ELEV. = 7817.69'AS-BUILTSEWER BENDT.P.ELEV. = 7813.84'AS-BUILTSEWER BENDT.P.ELEV. = 7816.34' AS-BUILT SEWER SERVICEELEV = 7818.17'AS-BUILTSEWER BENDT.P.ELEV. = 7821.18'AS-BUILTSEWER BENDT.P.ELEV. = 7823.43'AS-BUILTSEWER BENDT.P.ELEV. = 7824.05'AS-BUILTSEWER BENDT.P.ELEV. = 7824.31'AS-BUILTSEWER SERVICE CAPT.P.ELEV. = 7826.16'9B 18" AREA INLETRIM = 7836.83'INV OUT 18" = 7835.83'8B 2' x 3' CURB INLETRIM = 7837.27'INV IN 12" = 7832.64'INV OUT 15" = 7832.30'6B 1 24" AREA INLETRIM = 7836.89'INV OUT 15" = 7832.21'12B 24" AREA INLETRIM = 7836.89'INV IN 15" (W) = 7831.59'INV IN 15" (N)= 7831.27'INV OUT 18" = 7831.10'10B 12" PVC PIPETOP OF PIPE = 7839.38'INV OUT 18" = 7835.86'11B 24" AREA INLETRIM = 7837.40'INV IN 15" = 7831.96'INV OUT 15" = 7831.72'13B 2' x 3' CURB INLETRIM = 7832.99'INV IN 18" = 7828.37'INV OUT 18" = 7827.78'15B1 STORM MH (4' Dia. Conc.)RIM = 7832.30'INV IN 12" = 7826.79INV IN 18" = 7826.62'INV OUT 18" = 7826.52'5B 2' x 3' CURB INLETRIM = 7828.38'INV IN 18" = 7823.59'INV IN 4" = 7823.63'INV OUT 18" = 7823.45'4B1 12" PVC PIPETOP OF PIPE = 7831.90'INV OUT 12" = 7826.81'4B 12" PVC PIPETOP OF PIPE = 7829.87'INV IN 12" = 7825.00'INV OUT 12" = 7824.97'1B2 STORM MH (4' Dia. Conc.)RIM = 7828.03'INV IN 18" = 7822.89'INV IN 12" = 7822.67'INV IN 4" = 7823.27' (No pipe-cutout only)INV OUT 18" = 7822.23'3B 3' x 3' AREA INLETRIM = 7827.27'INV IN 18" = 7822.16'INV OUT 18" = 7821.87'2B 2' x 2' AREA INLETRIM = 7827.27'INV IN 18" = 7821.86'INV OUT 18" = 7821.55'30B 2' x 2' AREA INLETRIM = 7825.92'INV IN 18" = 7820.67'INV OUT 18" = 7820.47'J-SFDB#1-3' x 3' INLETRIM = 7820.93'INV OUT 24" = 7816.59'ORIFICE EL = 7816.98'J-6A1-4 STORM MH (4' Dia. Conc.)RIM = 7821.45'INV IN 24"(S) = 7814.70'INV IN 24"(N) = 7814.52'INV OUT 24" = 7814.35'I-6A 3' x 3' AREA INLETRIM = 7820.80'INV IN 18" = 7813.99'INV IN 24" = 7814.95'INV OUT 24" = 7814.78'ORIFICE EL = 7718.02'J6A2 2' x 3' CURB INLETRIM = 7819.30'INV IN 24" = 7815.27'INV OUT 24" = 7814.98'J6A3 2' x 3' CURB INLETRIM = 7820.02'INV IN 10" = 7815.61'INV OUT 12" = 7815.48'I6B 2' x 2' AREA INLETRIM = 7820.92'INV IN 12" = 7816.08'INV OUT 18" = 7815.91'TEMP 12" INLETRIM = 7818.93'INV OUT 10" = 7816.84'J-EX1 STORM MH (5' Dia. Conc.)RIM = 7819.80'INV IN 24"(W) = 7813.80'INV IN 18"(S)(EX) = 7814.31'INV OUT 24" = 7813.30'131.2 LF-12" HDPE12" Stub outBuried at time of survey2.43%8.47 LF-12" HDPE25.8%27.4 LF-15" RCP1.24%25.9 LF-15" RCP1.73%39.4 LF-15" RCP2.73%93.0 LF-18" RCP2.94%27.1 LF-18" RCP4.28%47.4 LF-18" RCP6.19%38.1 LF-18" RCP0.15%25.9 LF-12" HDPE8.89%68.9 LF-12" HDPE2.63%21.0 LF-18" RCP1.71%15.0 LF18" RCP2.13%36.2 LF-18" RCP2.43%106.4 LF-18" RCP5.16%115.1 LF-24" HDPE1.64%10.6 LF24" RCP2.45%10.7 LF24" RCP0.28%20.0 LF18" RCP1.05%13.2 LF12" RCP2.26%81.9 LF-10" HDPE0.93%4" PVC PIPE (TOP)ELEV. = 7821.09'4" PVC PIPE (TOP)ELEV. = 7820.65'4" PVC PIPE (TOP)ELEV. = 7819.53'4" PVC PIPE (TOP)ELEV. = 7819.56'48 LF-24" RCP1.15%15" CONC. PIPEELEV = 7806.56'15" CONC. PIPEELEV = 7809.22'15" CONC. PIPEELEV = 7809.45'15" CONC. PIPEELEV = 7812.24'CONC. DRAINAGE STRUCTUREINV IN 15" CONCRETE PIPEELEV = 7805.96'CONC. DRAINAGE STRUCTUREINV IN 15" CONCRETE PIPEELEV = 7806.24'INV OUT CPELEV = 7806.18'15" CONC. PIPEELEV = 7817.20'CONC. DRAINAGE STRUCTURESUMP ELEV = 7817.07'15" CONC. PIPEELEV = 7817.13'15" CONC. PIPEELEV = 7817.06'15" CONC. PIPEELEV = 7817.17'15" CONC. PIPEELEV = 7817.17'CONC. DRAINAGE STRUCTURESUMP ELEV = 7816.97'15" CONC. PIPEELEV = 7817.30'15" CONC. PIPEELEV = 7818.00'CONC. DRAINAGE STRUCTURESUMP ELEV = 7817.95'15" CONC. PIPEELEV = 7819.05'15 IN INV CPELEV = 7817.17'CONC. DRAINAGE STRUCTUREINLET ELEV = 7836.67'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7827.32'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7827.12'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7825.66'1.2' VERT. PVC CAPINLET ELEV = 7829.96'1.2' VERT. PVC CAPINLET ELEV = 7831.76'SUMP ELEV = 7815.27' 12" CPPELEV = 7816.88'15" CONC. PIPEELEV = 7815.88'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7837.41'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7837.10'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7836.62'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7828.51'WVDWCTEEEWVSDYHDYHWVWVWVWVWVWVWVWVEEEESSSDgasWVWVWVSSSWVWVHYDWVWVEEHYDHYD WVWVWVWVWVWVCCTTWVWVWVWIV WVWVIV IV IVIVIVGVgasgasgasTCTCTCDCENTERLINE 10' WIDE HOLY CROSS EASEMENTCENTERLINE 10' WIDE HOLY CROSS EASEMENTUTILITY EASEMENTCENTERLINE 20' WIDE SANITARY SEWER EASEMENTCENTERLINE 20' WIDE SANITARY SEWER EASEMENT10.5' WIDE STORM SEWER EASEMENTCENTERLINE 10' WIDE UTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTCENTERLINE 10' WIDE UTILITY EASEMENTDRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 3 AND 45.0' WIDE DRAINAGE EASEMENT FOR THE BENEFIT OFBURLINGAME RANCH II CONDOMINIUM ASSOCIATION INC.DRAINAGE EASEMENT FOR THE BENEFIT OF THE CITY OFASPEN3.5' UTILITY EASEMENTCENTERLINE 7' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 3TRANSIT EASEMENTCENTERLINE 4' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 124' WIDE FIRE LANE EASEMENT24' WIDE FIRE LANE EASEMENTCENTERLINE 7' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 3SNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTLOT 2LOT 1LOT 1LOT 2LOT 3LOT 4LOT 5CONDOMINIUM1ST SUPPLEMENTBURLINGAME RANCH 1 CONDOMINIUMCONDOMINIUM1ST SUPPLEMENT187,412 Sq Ft4.302 Ac.37,502 Sq Ft0.861 Ac.LOT 34,542 Sq Ft0.104 Ac.LOT 44,486 Sq Ft0.103 Ac.HARMONY ROAD194,015 Sq Ft4.454 Ac.L23b2.11'6.11'S36°52'14"W 112.09'S17°50'24"E51.80'N78°19'26"E 94.46'S78°19'26"W 94.46'N17°50'24"W51.80'N36°52'14"E 112.09'LR2LR3188.85'209.33'CR10CR11CR12CR13CR14CR15CR16CR17CR14bCR14cCR14aCT1CT1aCT1bCT1cN34°25'37"E 204.32'N00°13'53"E 231.68'N22°29'54"W 398.18'S84°27'15"W 92.93'S33°44'31"W 135.08'L26S16°53'41"W 112.15'L18L19L21L23aL20L22L24L25L27C5C6C7C8S08°15'49"E 85.05'N72°16'44"W 73.19'S05°47'34"E 85.45'37.08'57.38'LT6LT7LT8LT9PARK CTRACT 1TRACT 3TRACT 3TRACT 1PARK CLOT 3LOT 4HARMONY ROADFORGE ROADMINING STOCK PARKWAYPAEPCKE DRIVEP12-01P12-02P12-03P12-04P12-05P12-06P12-07P12-08P12-09P12-10P12-11P12-12P12-13P12-14P12-15P14-01P14-02P14-03P14-04P14-06P14-07P14-08P14-09P14-10P14-11P14-12P14-13P14-14P14-15P14-16P14-17P11-01P11-04P11-05P11-07P11-08P11-09P11-10P11-11P11-12P11-13P11-14P13-01P13-02P13-03P13-04P13-06P13-05P13-07P13-08P13-09P13-10P13-11P13-12P12-01P12-02P12-03P12-04P12-05P14-01P14-02P14-03P14-04P14-05P14-06P14-07P14-08P14-09P11-07P11-08+ 29.50+ 29.1129.13 ++ TW 28+/- BW 24.0+ TW 28.5+/- BW 26.0+ TW 28.5+/- BW 26.030354040.50 + +29.42+ TW 34+ TW 33+ TW 32FF2=7838.90FF1=7828.00FF2=7843.00FF1=7832.10FF1=7843.00FF2=7840.00FF1=7829.10FF2=7832.40FF1=7821.50FF2=7840.00FF1=7829.10FF2=7842.23FF1= 7831.33FF2=7843.40FF1= 7832.50FF2=7841.57FF1= 7830.67P12P14P11C12A13E11E15B13B14P13C12(attach)F14(b)F14(a)MATCH EXBS 100.00TS 100.00MH 100.00CB 100.00HPS 100.00BC 100.00TC 100.00BW 100.00TW 100.00FFE 100.00100.00LP 100.00RIM 7836.89RIM 7836.89RIM 7837.40RIM 7837.27RIM 7832.9940.0039.6639.30TW 39.0039.3039.3028.75LP 38.50LP 38.75LP 36.75LP 36.75TW 34.5028.6028.4047.0038.00TW 42.50TW 48.00TW 49.00BW 45.00BW 38.00LP 36.7529.00TW 40.00BW 38.00TW 38.00BW 36.00TW 36.00BW 34.00TW 34.00BW 32.00TW 32.00BW 29.00TW 50.00TW 50.0049.0048.00BW 46.50BW 47.50LP36.3037.8038.805%3.7%3.4%5.0%5.0%5.0%2%4.0%28.10BW 29.00TW 40.002.5%2.0%28.1228.1028.00EOA 27.74EOA 27.353.8%2.7%27.00BW 23.00TW 26.00TW 26.001.4%37.00BW 44.00TW 43.00BW 38.0018%39.502%2%BW 38.00TW 44.00TW 46.00BW 42.50TW 60.00BW 54.00TW 51.00BW 43.00TW 49.00BW 40.0044.00BW 54.00TW 60.00TW 48.0043.00BW 39.00TW 49.00BW 41.00BW 53.00TW 57.00TW 43.00BW 37.00TW 46.00BW 44.00BW 34.00TW 41.00TW 32.00BW 29.00BW 46.00TW 48.00BW 47.00TW 43.33TW 45.0040.00BW 35.00TW 39.0034.0022.251.5%1.6%21.672.9%2.0%22.003.5%21.97TOC 22.635.0%TOC 22.63TOC 22.63TOC 22.63TOC 22.63TOC 22.6321.5021.501.0%BW 22.004.8%EOC 22.4822.6721.5827.502.5%22.6722.67EOC 22.48EOC 22.4822.103.5%22.053.5%39.2226.5026.00EOC 28.305.0%27.00TW 37.00BW 35.00TW 35.00BW 33.0027.453.5%2.0%7832783178307829TOC 22.6736.0035.0033.0032.0031.0030.0029.00EOC 28.00EOA 26.4028.0028.0027.0028.0028.0028.00TW 38.75TW 37.00TW 32.50TW 33.50TW 35.50TW 34.50TW 37.75TW 36.50TW 38.5037.0038.0039.003.33%16%EOC 22.4222.49782678277828TOC 32.50EOC 32.34 31.942%TOC 32.50TOC 31.29EOC 32.344.0% 31.59EOC 31.1330.6021.00TW 22.55BW 21.00TW 22.00BW 20.69TW 22.65BW 21.10TBC 20.85TBC 20.55TBC 21.0578347833LP 29.2541.50TOC 41.67EOC 41.4441.25TOC 41.67EOC 41.44TOC 41.67EOC 41.4441.2541.25TOC 30.6729.80EOC 30.4931.50TOC 30.67 31.84 31.342.70%3.70%TOC 42.96TOC 42.96DECK 42.96EOC 42.76TW 40.00BW 35.00TW 40.00TOC 43.00TOC 43.00TOC 43.00TOC 43.00TOC 32.00TOC 32.004.3%30.6231.25TOC 42.33TOC 42.33EOC 42.173.4%42.0041.102.0%FL 20.00FL 21.00EOC 30.54EOC 30.54TOC 30.671.5%27.0029.0029.0030.0030.0030.2030.203.2%30.203.3% 33.00EOC 31.823.3%31.14EOC 42.82EOC 42.82EOC 42.8242.612.2%42.312.0%42.204.2%35.0029.0030.00TOC 32.0078307829BW 36.00TW 36.00BW 32.00BW 31.00BW 30.00TW 35.50TW 35.00LP 40.50TOC 44.00TOC 44.00EOC 43.75EOC 43.75TOC 32.96EOC 32.80TOC 32.96EOC 32.80EOC 31.8242.9643.004.5%2.5%32.0042.502.0%31.5632.6132.6332.301.5%2.0%4.8%30.502.0%26.0031.0024.614.4%EOC 42.853.5%2.0%3.0%EOA24.13TW 28.00EOA 22.2021.60EOA 20.95TOC 22.63EOC 22.42EOC 22.4222.30EOC 22.42EOA42.32BW40.50EOA39.90EOA39.66EOA38.00EOA34.224.0%4.0%EOA24.774.0%2.0%2.0%TOC 29.00EOC 27.822.0%27.5028.9327.502.5%2.0%27.9032.904.8%4.5%4.8%41.2743.5043.142.0%2.0%43.50EOC 43.07EOC 19.30EOA 27.40EOC 20.40EOC 20.7025.002.7%3.5%27.282.0%2.0%2.0%27.4025.003.6%3.5%4.0%TOC 29.00EOC 28.872.0%TOC 27.96EOC 27.80TOC 27.96EOC 27.8027.3327.3328.25TW 42.50BW 40.50TW 40.00BW 38.00TW 37.50BW 35.50TW 35.00BW 33.0042.61EOC 40.8144.502.6%2.0%2.6%32.202.0%31.6241.62TOC 27.96EOC 27.8027.33TOC 34.00EOC 33.84TOC 32.962.0%33.0032.10TW 42.50BW 40.50TW 40.00BW 38.00TW 37.50BW 35.50TW 35.00BW 33.0033.0032.413.2%41.12TW 38.12BW 36.12TW41.50BW 38.50TW 35.62BW 33.62TW 33.12BW 31.90BW 31.00TW 33.12TW 35.62TW 38.12BW 36.12TW 35.62BW 33.62TW 33.12BW 31.90EOA 41.72EOA 41.16EOA 41.16BW 38.50TW41.50TW41.00EOA 41.72TW41.00BW 34.00TW42.00BW38.00TW42.00TW38.00BW34.002.0%2.0%TOC 29.00EOC 27.822.0%TW31.00BW 28.00LP 29.75EOC 27.9031.5027.502.3%27.502.0%2.0%2.0%TOC 31.00EOC 30.862.0%EOC 30.86TOC 31.002.0%2.0%EOC 30.86TOC 31.0027.503.7%2.3%44.702.0%1.5%TOC 34.00EOC 33.8430.5231.5033.4430.5030.5033.69TOC 45.0032.2033.5433.0044.0043.0043.0042.9042.4043.2143.0341.7541.29TOC 42.29EOC 42.1241.5840.40EOC 40.2639.7640.6441.50EOC 44.8044.255.0%43.75TOC 44.00EOC 43.84TOC 44.00EOC 43.84TOC 44.00EOC 43.84TOC 33.00EOC 32.80TOC 33.00EOC 32.80TOC 33.00TOC 33.00EOC 32.782.5%TOC 45.00EOC 44.8044.105.0%3.5%2.0%2.6%1.9%TOC 42.29EOC 42.0730.67TOC 30.33TOC30.33TOC 30.33EOC 30.1330.0030.5530.002.0%3.0%3.0%EOC 30.132.5%TOC 30.29EOC 30.10TOC 41.33EOC 41.16TOC 41.33EOC 41.1640.505.0%30.5029.504.3%5.0%TOC 41.33EOC 41.13TOC 41.33EOC 41.1340.7740.685.0%5.0%1.5%29.773.5%3.0%29.505.0%4.5%TBC 40.50TBC 41.60TOC 31.33TOC 31.33EOC 31.16EOC 31.1641.6241.1229.5028.5028.0027.5030.832.1%30.832.1%2.6%2.0%4.3%30.3327.502.5%3.2%2.3%2.5%2.7%2.5%2.0%2.0%2.0%7828EOC 28.06EOC 27.96BW 35.50 32.88 LP 31.50TOC 40.00TOC 40.00TOC 29.00TOC 29.0029.00EOC 28.822%2%2%EOC 28.84TOC 29.0037.00TOC 39.82EOC 39.82EOC 39.882%EOC 39.73TOC 40.00TOC 40.00TOC 40.00TOC 40.00TOC 29.00TOC 29.00TOC 29.00EOC 28.83EOC 28.83EOC 28.83TOC 29.002%2%2%EOC 39.73EOC 39.7339.403.0%3.0%BW 35.003.0%EOC 31.82EOC 31.892.0%EOC 31.65783178302.0%31.502.0%EOC 42.9242.5041.17EOC 40.71EOC 42.9842.52EOC 40.3239.701.0%2.0%2.8%2.8%TOC 31.3330.501.0%TOW 41.50BOW 37.50TOW 36.50BOW 33.00BOW 32.00TOW 36.502.9%3.7%32.602.4%2.4%32.6032.40TOC 33.003.3%TW 44.00BW 42.00TW 41.50BW 39.50TW 39.00BW 37.00TW 36.50BW 34.50TW 34.00BW 33.00EOC 30.86EOC 30.8630.73TOC 31.00TOC 31.00TOC 31.00EOC 30.7930.393.0%5.0%EOC 30.79EOC 30.794.4%4.1%TOC 31.0029.8030.3830.382.8%5.0%28.403.0%FFE 100.00TW 100.00TC 100.00BW 100.00100.00FFE 100.00TW 100.00TC 100.00BW 100.00100.00RG 27BRG 2BRG 3BRG 4BRG 12BRG 11BRG 6BRG 10BRG 9BRG 21BRG 28BRG 17BRG 22BRG 23BRG 24BRG 16BRG 14B.1RG 14BRG 31B1RG 20BRG 1BRG27B1P11-09P11-10P11-11P11-12P11-13P11-14P11-01911-02P11-03P11-04P11-05P11-06P11-07P11-08P12-01P12-02P12-03P12-04P12-05P12-06P12-07P12-08P12-09P12-10P12-11P13-01P13-02P13-03P13-04P13-06P13-05P13-07P13-08P13-09P13-10P13-11P13-12P14-10P14-11P14-12P14-13P14-14P14-15P14-16P14-17P14-8P14-7P14-6P14-5P14-4P14-3P14-2P14-1P14-941224912105448615VANACCESSIBLEVANACCESSIBLESSSS SSSSSSDDSSSTPCDSEEEEEEEEE EEE E EE E EWVWVWVWV WVCOCOCOCOCOCOCOCOWVEEEWVEEEEX. COAEL. VAULTFLOW LINEOF 1' SWALE ASPHALT PARKING EXISTING BUS PULL OUTWATER FOUNTAINAND METER12" IRRIGATION RE-USE LINE AS-BUILTS PROVIDEDBY MCLAUGHLIN RINCONHC APPROX LOCATION 6" PVC PIPE(45° VERTICAL BENDAT PUMP IN MANHOLE)24" R CP 1 8" RC P 18" RCP12" RCP18" RCP18" RCP18" RCP18" RCP18" RCP 8" CPP 8" CPP24" RCP6" PVC24" RCPINV=7808.40'STORM MANHOLERIM=7818.36' 24" RCP INV IN=7810.56'6" PVC INV OUT =7813.17'24" RCP INV OUT =7810.71'8" CMP INVOUT=7809.89'IRRIGATION INLET BOX12" INV OUT=7804.42'STMH RIM = 7811.17'INV. IN 12"=7805.57'INV. 12"(CAPPED)=7806.32'INV. 6" PVC=PUMP @ FLANGE=7807.02'BOTTOM OF MH=7801.48'18 LF 24"STORM LINE12 LF OF 8"STORM PIPE8" INV IN7815.61'STMH RIM =7819.80'24" RCP N. INV. IN=7813.90'18" RCP S. INV. IN=7814.30'24" RCP E. INV. OUT=7813.72'12" PVC PIPE 12' PVC PIPE (CAPPED AT MANHOLE)1.5' DIA INLET RIM=7816.60'8" CPP N. INV.=7812.60'8" CPP S.E INV.=7812.60'4" PVC W. INV.=7812.60'2X2 INLET RIM=7807.65'18"RCP N.W. INV.=7806.15'18"RCP S.E. INV.=7806.25'2X3 INLET RIM=7807.85'18"RCP N.W. INV.=7805.95'18"RCP N.E. INV.=7805.00'2X2 INLET RIM=7819.0'18"RCP W. INV. OUT=7816.95'15"RCP N. INV. IN=7816.95'INV OUT=7809.3'INV=7809.1INV=7806.5INV=7817.40'INV 18" RCP=7817.222X2 INLET RIM=7819.40'24"RCP S. INV.OUT=7816.85'15"RCP E. INV. IN=7816.85'18"RCP N. INV. IN=7816.85'INV 12" CPP=7817.49'INV OUT=7817.11'2X2 INLET RIM=7819.45'18"RCP S. INV.=7817.80'18" RCPINV OUT 6" CPP=7818.22 INV 6" CPP=7816.61INV=7816.33INV=7815.6712" CPP INV=7805.651.5' DIA INLET RIM=7808.20'8" CPP N.W. INV.=7806.40'8" CPP S.E INV.=7806.40'INV IN=7812.1'STORM INLET RIM=7822.08'18" RCP S. INV. IN=16.08'18" RCP N. INV. OUT=15.88'8" CPPINV. IN=7818.33'4" PVC ROOF DRAININV. IN=7819.31'19" DIA RIM=7818.10'8" CPP INV. OUT=15.15'19" DIA RIM=7817.53'8" CPP INV. OUT=13.94'19" DIA INLET RIM=7817.00'8" CPP N. INV. IN=13.27''8" CPP S. INV. OUT0=13.27'1'x1' DRAIN RIM=7818.62'INV. OUT=17.65'1'x1' DRAIN RIM=7818.61'INV. OUT=17.67'1'x1' DRAIN RIM=7818.63'INV. OUT=17.65'8" CPPINV. IN=17.86'8" CPPINV. OUT=17.69'STORM INLET RIM=7845.50'18" RCP S. INV. IN=41.05'18" RCP N. INV. OUT=41.00'STORM INLET RIM=7832.75'18" RCP S. INV. IN=28.05'18" RCP N. INV. OUT=27.95'STAS-BUILTJOINT TRENCHAS-BUILTJOINT TRENCHTOP PIPE=7819.62'AS-BUILTJOINT TRENCHTOP PIPE=7819.57'AS-BUILTJOINT TRENCHTOP PIPE=7818.97'AS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINEAS-BUILTHCE LINESE AS-BUILT HCETRANSFORMERSE AS-BUILT HCETRANSFORMERAS-BUILTPROPOSED SECONDARY ELECTRICTOP PIPE=7817.89'AS-BUILTPRIMARY ELECTRICTOP PIPE=7818.09'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.48'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.40'AS-BUILTPRIMARY ELECTRICTOP PIPE=7817.52'AS-BUILTSEWER STUBELEV. = 7816.65'SE &AS-BUILT SMH #75RIM = 7820.96'INV. IN = 7809.94'INV. OUT = 7809.74'SE &AS-BUILT SMH #76RIM = 7825.21'INV. IN = 7815.14'INV. IN = 7815.14'INV. OUT = 7814.94'SE AS-BUILT SMH #77RIM = 7827.43'INV. OUT = 7816.75'AS-BUILTSEWER STUBT.P.ELEV. = 7814.64'AS-BUILTSEWER STUBT.P.ELEV. = 7817.69'AS-BUILTSEWER BENDT.P.ELEV. = 7813.84'AS-BUILTSEWER BENDT.P.ELEV. = 7816.34' AS-BUILT SEWER SERVICEELEV = 7818.17'AS-BUILTSEWER BENDT.P.ELEV. = 7821.18'AS-BUILTSEWER BENDT.P.ELEV. = 7823.43'AS-BUILTSEWER BENDT.P.ELEV. = 7824.05'AS-BUILTSEWER BENDT.P.ELEV. = 7824.31'AS-BUILTSEWER SERVICE CAPT.P.ELEV. = 7826.16'9B 18" AREA INLETRIM = 7836.83'INV OUT 18" = 7835.83'8B 2' x 3' CURB INLETRIM = 7837.27'INV IN 12" = 7832.64'INV OUT 15" = 7832.30'6B 1 24" AREA INLETRIM = 7836.89'INV OUT 15" = 7832.21'12B 24" AREA INLETRIM = 7836.89'INV IN 15" (W) = 7831.59'INV IN 15" (N)= 7831.27'INV OUT 18" = 7831.10'10B 12" PVC PIPETOP OF PIPE = 7839.38'INV OUT 18" = 7835.86'11B 24" AREA INLETRIM = 7837.40'INV IN 15" = 7831.96'INV OUT 15" = 7831.72'13B 2' x 3' CURB INLETRIM = 7832.99'INV IN 18" = 7828.37'INV OUT 18" = 7827.78'15B1 STORM MH (4' Dia. Conc.)RIM = 7832.30'INV IN 12" = 7826.79INV IN 18" = 7826.62'INV OUT 18" = 7826.52'5B 2' x 3' CURB INLETRIM = 7828.38'INV IN 18" = 7823.59'INV IN 4" = 7823.63'INV OUT 18" = 7823.45'4B1 12" PVC PIPETOP OF PIPE = 7831.90'INV OUT 12" = 7826.81'4B 12" PVC PIPETOP OF PIPE = 7829.87'INV IN 12" = 7825.00'INV OUT 12" = 7824.97'1B2 STORM MH (4' Dia. Conc.)RIM = 7828.03'INV IN 18" = 7822.89'INV IN 12" = 7822.67'INV IN 4" = 7823.27' (No pipe-cutout only)INV OUT 18" = 7822.23'3B 3' x 3' AREA INLETRIM = 7827.27'INV IN 18" = 7822.16'INV OUT 18" = 7821.87'2B 2' x 2' AREA INLETRIM = 7827.27'INV IN 18" = 7821.86'INV OUT 18" = 7821.55'30B 2' x 2' AREA INLETRIM = 7825.92'INV IN 18" = 7820.67'INV OUT 18" = 7820.47'J-SFDB#1-3' x 3' INLETRIM = 7820.93'INV OUT 24" = 7816.59'ORIFICE EL = 7816.98'J-6A1-4 STORM MH (4' Dia. Conc.)RIM = 7821.45'INV IN 24"(S) = 7814.70'INV IN 24"(N) = 7814.52'INV OUT 24" = 7814.35'I-6A 3' x 3' AREA INLETRIM = 7820.80'INV IN 18" = 7813.99'INV IN 24" = 7814.95'INV OUT 24" = 7814.78'ORIFICE EL = 7718.02'J6A2 2' x 3' CURB INLETRIM = 7819.30'INV IN 24" = 7815.27'INV OUT 24" = 7814.98'J6A3 2' x 3' CURB INLETRIM = 7820.02'INV IN 10" = 7815.61'INV OUT 12" = 7815.48'I6B 2' x 2' AREA INLETRIM = 7820.92'INV IN 12" = 7816.08'INV OUT 18" = 7815.91'TEMP 12" INLETRIM = 7818.93'INV OUT 10" = 7816.84'J-EX1 STORM MH (5' Dia. Conc.)RIM = 7819.80'INV IN 24"(W) = 7813.80'INV IN 18"(S)(EX) = 7814.31'INV OUT 24" = 7813.30'131.2 LF-12" HDPE12" Stub outBuried at time of survey2.43%8.47 LF-12" HDPE25.8%27.4 LF-15" RCP1.24%25.9 LF-15" RCP1.73%39.4 LF-15" RCP2.73%93.0 LF-18" RCP2.94%27.1 LF-18" RCP4.28%47.4 LF-18" RCP6.19%38.1 LF-18" RCP0.15%25.9 LF-12" HDPE8.89%68.9 LF-12" HDPE2.63%21.0 LF-18" RCP1.71%15.0 LF18" RCP2.13%36.2 LF-18" RCP2.43%106.4 LF-18" RCP5.16%115.1 LF-24" HDPE1.64%10.6 LF24" RCP2.45%10.7 LF24" RCP0.28%20.0 LF18" RCP1.05%13.2 LF12" RCP2.26%81.9 LF-10" HDPE0.93%4" PVC PIPE (TOP)ELEV. = 7821.09'4" PVC PIPE (TOP)ELEV. = 7820.65'4" PVC PIPE (TOP)ELEV. = 7819.53'4" PVC PIPE (TOP)ELEV. = 7819.56'48 LF-24" RCP1.15%15" CONC. PIPEELEV = 7806.56'15" CONC. PIPEELEV = 7809.22'15" CONC. PIPEELEV = 7809.45'15" CONC. PIPEELEV = 7812.24'CONC. DRAINAGE STRUCTUREINV IN 15" CONCRETE PIPEELEV = 7805.96'CONC. DRAINAGE STRUCTUREINV IN 15" CONCRETE PIPEELEV = 7806.24'INV OUT CPELEV = 7806.18'15" CONC. PIPEELEV = 7817.20'CONC. DRAINAGE STRUCTURESUMP ELEV = 7817.07'15" CONC. PIPEELEV = 7817.13'15" CONC. PIPEELEV = 7817.06'15" CONC. PIPEELEV = 7817.17'15" CONC. PIPEELEV = 7817.17'CONC. DRAINAGE STRUCTURESUMP ELEV = 7816.97'15" CONC. PIPEELEV = 7817.30'15" CONC. PIPEELEV = 7818.00'CONC. DRAINAGE STRUCTURESUMP ELEV = 7817.95'15" CONC. PIPEELEV = 7819.05'15 IN INV CPELEV = 7817.17'CONC. DRAINAGE STRUCTUREINLET ELEV = 7836.67'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7827.32'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7827.12'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7825.66'1.2' VERT. PVC CAPINLET ELEV = 7829.96'1.2' VERT. PVC CAPINLET ELEV = 7831.76'SUMP ELEV = 7815.27' 12" CPPELEV = 7816.88'15" CONC. PIPEELEV = 7815.88'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7837.41'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7837.10'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7836.62'3X3 CONC. DRAINAGE STRUCTUREINLET ELEV = 7828.51'WVD WCTEEEWVSDYHDYHWVWVWVWVWVWVWVWVEEEESSSDgasWVWVWVSSSWVWVHYDWVWVEEHYDHYD WVWVWVWVWVWVCCTTWVWVWVWIV WVWVIV IV IVIVIVGVgasgasgasTCTCTCDCENTERLINE 10' WIDE HOLY CROSS EASEMENTCENTERLINE 10' WIDE HOLY CROSS EASEMENTUTILITY EASEMENTCENTERLINE 20' WIDE SANITARY SEWER EASEMENTCENTERLINE 20' WIDE SANITARY SEWER EASEMENT10.5' WIDE STORM SEWER EASEMENTCENTERLINE 10' WIDE UTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTCENTERLINE 10' WIDE UTILITY EASEMENTDRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 3 AND 45.0' WIDE DRAINAGE EASEMENT FOR THE BENEFIT OFBURLINGAME RANCH II CONDOMINIUM ASSOCIATION INC.DRAINAGE EASEMENT FOR THE BENEFIT OF THE CITY OFASPEN3.5' UTILITY EASEMENTCENTERLINE 7' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 3TRANSIT EASEMENTCENTERLINE 4' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 124' WIDE FIRE LANE EASEMENT24' WIDE FIRE LANE EASEMENTCENTERLINE 7' WIDE PEDESTRIAN EASEMENT AS ITAFFECTS TRACT 3SNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTSNOW STORAGEEASEMENTLOT 2LOT 1LOT 1LOT 2LOT 3LOT 4LOT 5CONDOMINIUM1ST SUPPLEMENTBURLINGAME RANCH 1 CONDOMINIUMCONDOMINIUM1ST SUPPLEMENT187,412 Sq Ft4.302 Ac.37,502 Sq Ft0.861 Ac.LOT 34,542 Sq Ft0.104 Ac.LOT 44,486 Sq Ft0.103 Ac.HARMONY ROAD194,015 Sq Ft4.454 Ac.L23b2.11'6.11'S36°52'14"W 112.09'S17°50'24"E51.80'N78°19'26"E 94.46'S78°19'26"W 94.46'N17°50'24"W51.80'N36°52'14"E 112.09'LR2LR3188.85'209.33'CR10CR11CR12CR13CR14CR15CR16CR17CR14bCR14cCR14aCT1CT1aCT1bCT1cN34°25'37"E 204.32'N00°13'53"E 231.68'N22°29'54"W 398.18'S84°27'15"W 92.93'S33°44'31"W 135.08'L26S16°53'41"W 112.15'L18L19L21L23aL20L22L24L25L27C5C6C7C8S08°15'49"E 85.05'N72°16'44"W 73.19'S05°47'34"E 85.45'37.08'57.38'LT6LT7LT8LT9PARK CTRACT 1TRACT 3TRACT 3TRACT 1PARK CLOT 3LOT 4HARMONY ROADFORGE ROADMINING STOCK PARKWAYPAEPCKE DRIVEP12-01P12-02P12-03P12-04P12-05P12-06P12-07P12-08P12-09P12-10P12-11P12-12P12-13P12-14P12-15P14-01P14-02P14-03P14-04P14-06P14-07P14-08P14-09P14-10P14-11P14-12P14-13P14-14P14-15P14-16P14-17P11-01P11-04P11-05P11-07P11-08P11-09P11-10P11-11P11-12P11-13P11-14P13-01P13-02P13-03P13-04P13-06P13-05P13-07P13-08P13-09P13-10P13-11P13-12P12-01P12-02P12-03P12-04P12-05P14-01P14-02P14-03P14-04P14-05P14-06P14-07P14-08P14-09P11-07P11-08+ 29.50+ 29.1129.13 ++ TW 28+/- BW 24.0+ TW 28.5+/- BW 26.0+ TW 28.5+/- BW 26.030354040.50 + +29.42+ TW 34+ TW 33+ TW 32FF2=7838.90FF1=7828.00FF2=7843.00FF1=7832.10FF1=7843.00FF2=7840.00FF1=7829.10FF2=7832.40FF1=7821.50FF2=7840.00FF1=7829.10FF2=7842.23FF1= 7831.33FF2=7843.40FF1= 7832.50FF2=7841.57FF1= 7830.67P12P14P11C12A13E11E15B13B14P13C12(attach)F14(b)F14(a)MATCH EXBS 100.00TS 100.00MH 100.00CB 100.00HPS 100.00BC 100.00TC 100.00BW 100.00TW 100.00FFE 100.00100.00LP 100.00RIM 7836.89RIM 7836.89RIM 7837.40RIM 7837.27RIM 7832.9940.0039.6639.30TW 39.0039.3039.3028.75LP 38.50LP 38.75LP 36.75LP 36.75TW 34.5028.6028.4047.0038.00TW 42.50TW 48.00TW 49.00BW 45.00BW 38.00LP 36.7529.00TW 40.00BW 38.00TW 38.00BW 36.00TW 36.00BW 34.00TW 34.00BW 32.00TW 32.00BW 29.00TW 50.00TW 50.0049.0048.00BW 46.50BW 47.50LP36.3037.8038.805%3.7%3.4%5.0%5.0%5.0%2%4.0%28.10BW 29.00TW 40.002.5%2.0%28.1228.1028.00EOA 27.74EOA 27.353.8%2.7%27.00BW 23.00TW 26.00TW 26.001.4%37.00BW 44.00TW 43.00BW 38.0018%39.502%2%BW 38.00TW 44.00TW 46.00BW 42.50TW 60.00BW 54.00TW 51.00BW 43.00TW 49.00BW 40.0044.00BW 54.00TW 60.00TW 48.0043.00BW 39.00TW 49.00BW 41.00BW 53.00TW 57.00TW 43.00BW 37.00TW 46.00BW 44.00BW 34.00TW 41.00TW 32.00BW 29.00BW 46.00TW 48.00BW 47.00TW 43.33TW 45.0040.00BW 35.00TW 39.0034.0022.251.5%1.6%21.672.9%2.0%22.003.5%21.97TOC 22.635.0%TOC 22.63TOC 22.63TOC 22.63TOC 22.63TOC 22.6321.5021.501.0%BW 22.004.8%EOC 22.4822.6721.5827.502.5%22.6722.67EOC 22.48EOC 22.4822.103.5%22.053.5%39.2226.5026.00EOC 28.305.0%27.00TW 37.00BW 35.00TW 35.00BW 33.0027.453.5%2.0%7832783178307829TOC 22.6736.0035.0033.0032.0031.0030.0029.00EOC 28.00EOA 26.4028.0028.0027.0028.0028.0028.00TW 38.75TW 37.00TW 32.50TW 33.50TW 35.50TW 34.50TW 37.75TW 36.50TW 38.5037.0038.0039.003.33 %16%EOC 22.4222.49782678277828TOC 32.50EOC 32.34 31.942%TOC 32.50TOC 31.29EOC 32.344.0% 31.59EOC 31.1330.6021.00TW 22.55BW 21.00TW 22.00BW 20.69TW 22.65BW 21.10TBC 20.85TBC 20.55TBC 21.0578347833LP 29.2541.50TOC 41.67EOC 41.4441.25TOC 41.67EOC 41.44TOC 41.67EOC 41.4441.2541.25TOC 30.6729.80EOC 30.4931.50TOC 30.67 31.84 31.342.70%3.70%TOC 42.96TOC 42.96DECK 42.96EOC 42.76TW 40.00BW 35.00TW 40.00TOC 43.00TOC 43.00TOC 43.00TOC 43.00TOC 32.00TOC 32.004.3%30.6231.25TOC 42.33TOC 42.33EOC 42.173.4%42.0041.102.0%FL 20.00FL 21.00EOC 30.54EOC 30.54TOC 30.671.5%27.0029.0029.0030.0030.0030.2030.203.2%30.203.3% 33.00EOC 31.823.3%31.14EOC 42.82EOC 42.82EOC 42.8242.612.2%42.312.0%42.204.2%35.0029.0030.00TOC 32.0078307829BW 36.00TW 36.00BW 32.00BW 31.00BW 30.00TW 35.50TW 35.00LP 40.50TOC 44.00TOC 44.00EOC 43.75EOC 43.75TOC 32.96EOC 32.80TOC 32.96EOC 32.80EOC 31.8242.9643.004.5%2.5%32.0042.502.0%31.5632.6132.6332.301.5%2.0%4.8%30.502.0%26.0031.0024.614.4%EOC 42.853.5%2.0%3.0%EOA24.13TW 28.00EOA 22.2021.60EOA 20.95TOC 22.63EOC 22.42EOC 22.4222.30EOC 22.42EOA42.32BW40.50EOA39.90EOA39.66EOA38.00EOA34.224.0%4.0%EOA24.774.0%2.0%2.0%TOC 29.00EOC 27.822.0%27.5028.9327.502.5%2.0%27.9032.904.8%4.5%4.8%41.2743.5043.142.0%2.0%43.50EOC 43.07EOC 19.30EOA 27.40EOC 20.40EOC 20.7025.002.7%3.5%27.282.0%2.0%2.0%27.4025.003.6%3.5%4.0%TOC 29.00EOC 28.872.0%TOC 27.96EOC 27.80TOC 27.96EOC 27.8027.3327.3328.25TW 42.50BW 40.50TW 40.00BW 38.00TW 37.50BW 35.50TW 35.00BW 33.0042.61EOC 40.8144.502.6%2.0%2.6%32.202.0%31.6241.62TOC 27.96EOC 27.8027.33TOC 34.00EOC 33.84TOC 32.962.0%33.0032.10TW 42.50BW 40.50TW 40.00BW 38.00TW 37.50BW 35.50TW 35.00BW 33.0033.0032.413.2%41.12TW 38.12BW 36.12TW41.50BW 38.50TW 35.62BW 33.62TW 33.12BW 31.90BW 31.00TW 33.12TW 35.62TW 38.12BW 36.12TW 35.62BW 33.62TW 33.12BW 31.90EOA 41.72EOA 41.16EOA 41.16BW 38.50TW41.50TW41.00EOA 41.72TW41.00BW 34.00TW42.00BW38.00TW42.00TW38.00BW34.002.0%2.0%TOC 29.00EOC 27.822.0%TW31.00BW 28.00LP 29.75EOC 27.9031.5027.502.3%27.502.0%2.0%2.0%TOC 31.00EOC 30.862.0%EOC 30.86TOC 31.002.0%2.0%EOC 30.86TOC 31.0027.503.7%2.3%44.702.0%1.5%TOC 34.00EOC 33.8430.5231.5033.4430.5030.5033.69TOC 45.0032.2033.5433.0044.0043.0043.0042.9042.4043.2143.0341.7541.29TOC 42.29EOC 42.1241.5840.40EOC 40.2639.7640.6441.50EOC 44.8044.255.0%43.75TOC 44.00EOC 43.84TOC 44.00EOC 43.84TOC 44.00EOC 43.84TOC 33.00EOC 32.80TOC 33.00EOC 32.80TOC 33.00TOC 33.00EOC 32.782.5%TOC 45.00EOC 44.8044.105.0%3.5%2.0%2.6%1.9%TOC 42.29EOC 42.0730.67TOC 30.33TOC30.33TOC 30.33EOC 30.1330.0030.5530.002.0%3.0%3.0%EOC 30.132.5%TOC 30.29EOC 30.10TOC 41.33EOC 41.16TOC 41.33EOC 41.1640.505.0%30.5029.504.3%5.0%TOC 41.33EOC 41.13TOC 41.33EOC 41.1340.7740.685.0%5.0%1.5%29.773.5%3.0%29.505.0%4.5%TBC 40.50TBC 41.60TOC 31.33TOC 31.33EOC 31.16EOC 31.1641.6241.1229.5028.5028.0027.5030.832.1%30.832.1%2.6%2.0%4.3%30.3327.502.5%3.2%2.3%2.5%2.7%2.5%2.0%2.0%2.0%7828EOC 28.06EOC 27.96BW 35.50 32.88 LP 31.50TOC 40.00TOC 40.00TOC 29.00TOC 29.0029.00EOC 28.822%2%2%EOC 28.84TOC 29.0037.00TOC 39.82EOC 39.82EOC 39.882%EOC 39.73TOC 40.00TOC 40.00TOC 40.00TOC 40.00TOC 29.00TOC 29.00TOC 29.00EOC 28.83EOC 28.83EOC 28.83TOC 29.002%2%2%EOC 39.73EOC 39.7339.403.0%3.0%BW 35.003.0%EOC 31.82EOC 31.892.0%EOC 31.65783 17830 2.0%31.502.0%EOC 42.9242.5041.17EOC 40.71EOC 42.9842.52EOC 40.3239.701.0%2.0%2.8%2.8%TOC 31.3330.501.0%TOW 41.50BOW 37.50TOW 36.50BOW 33.00BOW 32.00TOW 36.502.9%3.7%32.602.4%2.4%32.6032.40TOC 33.003.3%TW 44.00BW 42.00TW 41.50BW 39.50TW 39.00BW 37.00TW 36.50BW 34.50TW 34.00BW 33.00EOC 30.86EOC 30.8630.73TOC 31.00TOC 31.00TOC 31.00EOC 30.7930.393.0%5.0%EOC 30.79EOC 30.794.4%4.1%TOC 31.0029.8030.3830.382.8%5.0%28.403.0%FFE 100.00TW 100.00TC 100.00BW 100.00100.00FFE 100.00TW 100.00TC 100.00BW 100.00100.00HOUSING
VERTICAL
CIRCULATION
PARKING
(57 STALLS)
(58 NEEDED PER
PROGRAM)
54 SFVEST.
F.F.E. = 7824'
RR
RR
STG
STG STG
744 SFINFANT A
LOBBY39 SFJAN.
734 SFINFANT B
HOUSING
STAIRS
1731 SF
INFANT
PLAYGROUND
V
728 SFTODDLER B
2494 SF
PRE-K/TODDLER
PLAYGROUND
55 SFSTG 55 SFRR
-
---
120 SFLND 61 SFRR
59 SFRR
121 SF
CUST.
STG
ELEV
STG
STG
802 SFTODDLER A
55 SF
BUGGY
STG
83 SFLACT.
75 SF
BLDG.
STG
106 SFREC.83 SFVEST.
STG840 SFGROSS MOTOR
45 SFPS
CAR SEATS
CAR SEATS
-
---
PAEPCKE DRIVE
HARMONY ROADPROPOSED TRAIL
5
X05.1
SLOPE DN5%SL
O
P
E
D
N
12
%SLOPE DN12%EXISTING PHASE 3
RESIDENTIAL STRUCTURE
LINE OF
ROOF ABOVE
MAIN
ENTRANCE
VEHICLE
ACCESS
EXISTING
TRANSFORMERS
PROPOSED OFFSITE STORM
CONVEYANCE PIPEEXISTING STORM PIPE
UTILITY EASEMENT
233 SFKITCHEN
F.F.E. = 7837'
OPEN TO
BELOW
973 SFPRESCHOOL A
STG
SECONDARY PRESCHOOL
EXPLORATORY AREA
282 SF
LEARNING
RESOURCE
HOUSING
VERTICAL
CIRCULATION
HOUSING
STAIRS
STG
STG
-
---
219 SFMECH.
73 SFTELE.
ELEV.
60 SFRR
32 SFJAN.
145 SFDIR. OFFICE
205 SFCONF. ROOM
175 SF
STAFF
LOUNGE
50 SFRR
939 SFPRESCHOOL B954 SFPRESCHOOL C
94 SF
BLDG.
STG
CIRC.
RR
RR
BALC
-
---
PROPOSED TRAIL
PAEPCKE DRIVE
HARMONY ROADCIRC.
5
X05.1
EXISTING PHASE 3
RESIDENTIAL STRUCTURE
EXISTING
TRANSFORMERS
PROPOSED OFFSITE STORM
CONVEYANCE PIPEEXISTING STORM PIPE
UTILITY EASEMENT
1001 SFUNIT 4939 SFUNIT 5
965 SFUNIT 3
765 SFUNIT 2
762 SFUNIT 1
1016 SFUNIT 6
1007 SFUNIT 7CIRC.
HOUSING
VERTICAL
CIRCULATION
BED 2
RRRR
RR
RR
RR
RR
RRRR
RR
RR
BED 2
BED 2
BED 1
BED 2
-
---
F.F.E. = 7850'
BED 2
LNDRR
BALC.
BALC.
BALC.
HOUSING
STAIRS
BALC.
CIRC.
-
---
PAEPCKE DRIVE
HARMONY ROADPROPOSED TRAIL
5
X05.1
BALC.
BED 1
BED 1
BED 1
BED 1
BED 1
BED 1
LND
LND
LND
LND
LND
EXISTING PHASE 3
RESIDENTIAL STRUCTURE
EXISTING
TRANSFORMERS
PROPOSED OFFSITE STORM
CONVEYANCE PIPEEXISTING STORM PIPE
UTILITY EASEMENT
ELEV.
COMPACT CA
R
S
97 SF
WATER
ENTRY
110 SFELEC.
-
---
ELEV.
ECE
STAIRS
HOUSING
STAIRS
-
---
PAEPCKE DRIVE
HARMONY ROAD5
X05.1
HOUSING
VERTICAL
CIRCULATION
EXISTING PHASE 3
RESIDENTIAL STRUCTURE
EXISTING
TRANSFORMERS
PROPOSED OFFSITE STORM
CONVEYANCE PIPEEXISTING STORM PIPE
UTILITY EASEMENT
F.F.E. = 7812'
-
9
"
NOT FOR CONSTRUCTION
X05.0
ASPEN CITY COUNCIL
REVIEW
2022-3
8/05/2022
STREETSIDE ECE -
PLANSASPEN BURLINGAME ECECity of Aspen
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
KEY FEATURES:
ALL PLAYGROUNDS HAVE SOUTHERN
EXPOSURE
PREFERRED SOLAR ORIENTATION FOR
DAYLIGHTING & PV
SOUTH FACING ENTRY
PROVIDES 57 PARKING STALLS, PARTIALLY
HIDDEN
ALLOWS FOR SECONDARY NEIGHBORHOOD
ENTRY POINT
FRONTS THE STREET
FIRE ACCESS FOR ECE PROGRAM
IMPROVED
ON-GRADE ENTRY
SECONDARY PRESCHOOL EXPLORATORY
AREA
MEETS FIRE DEPARTMENTS FIRE ACCESS
REQUIREMENT
INCORPORATES MORE HOUSING UNITS
MORE ON-SITE AREA FOR PROPOSED TRAIL
LEAVES SOME OF PREVIOUS PHASE
IMPROVEMENTS INTACT (EX. WATER
DETENTION AREAS AND SOME PORTIONS
OF SOUTHERN GRADING)
1.
2.
3.
4.
5.
SITE CHALLENGES:
PARKING IS STRUCTURED, PARTIALLY
BELOW GRADE
COST OF STRUCTURED PARKING
USES HOUSING LOTS 4 & 5
LIMITED AREA FOR SNOW STORAGE
HOUSING AND ECE DO NOT HAVE
SEPARATE ARCHITECTURAL IDENTITIES
1" = 30'-0"1STREETSIDE ECE - 1ST FLOOR ECE
1" = 30'-0"2STREETSIDE ECE - 2ND FLOOR ECE
ECE AREA:
13,905 GSF
1" = 30'-0"3STREETSIDE ECE - 3RD FL HOUSING
HOUSING AREA:
8,198 GSF
2 (1) BEDROOM UNITS
5 (2) BEDROOM UNITS
PARKING AREA:
STRUCTURED 14,315 SF
SURFACE - 10,373 SF
N N
NN
1" = 30'-0"0STREETSIDE ECE - PARKING LEVEL
ABBREVIATIONS:
BALC BALCONY
BLDG BUILDING
CIRC CIRCULATION
CONF CONFERENCE
CUST CUSTODIAL
DIR DIRECTOR
DN DOWN
ELEC ELECTRICAL
ELEV ELEVATOR
F.F.E FINISH FLOOR ELEVATION
JAN JANITORIAL
LACT LACTATION
LND LAUNDRY
MECH MECHANICAL
OFF OFFICE
RR REST ROOM
REC RECEPTION
PS PLAY STORAGE
STG STORAGE
TELE TELECOM
VEST VESTIBULE
11
PARKING
PARKINGRAMP BEYOND
VERTICAL CIRCULATION BEYOND
SECONDARY PRESCHOOL
EXPLORATORY AREA
OPT 3 - 2ND FL (7837')16' - 0"
OPT 3 - 1ST FL (7824')3' - 0"
OPT 3 - HOUSING (7850')29' - 0"
OPT 3 - HOUSING ROOF
(7862')41' - 0"
OPT 3 - PARKING
(7812'-9")-8' - 3 1/32"
TODDLER
PRESCHOOL
BED 2
GROSS MOTOR
PRESCHOOL
BED 1
PARKING
TODDLER/PRE-K PLAYGROUND
CIRC.
CIRC.
CIRC.LND RR
3" / 1'-0"3" / 1'-0"TO MIDPOINT OF HIGHEST ROOF4' - 10 3/4"
NOT FOR CONSTRUCTION
X05.1
ASPEN CITY COUNCIL
REVIEW
2022-3
8/05/2022
STREETSIDE ECE -
SECTIONS & 3D
VIEWSASPEN BURLINGAME ECECity of Aspen
1/8" = 1'-0"5STREETSIDE ECE - SECTION
7/26/2022 - UPDATED TOTAL SF
PLEASE NOTE:FOR REFERENCE - EXISTING PHASE 3 RESIDENTIAL STRUCTURE MASSING SHOWN WITHOUT WINDOWS 6" = 1'-0"1VIEW LOOKING SOUTH ON PAEPCKE DRIVE
6" = 1'-0"3VIEW LOOKING SOUTH WEST
6" = 1'-0"2VIEW LOOKING NORTH AT THE ENTRANCE
6" = 1'-0"4VIEW LOOKING NORTH
12
NOT FOR CONSTRUCTION
X05.2
ASPEN CITY COUNCIL
REVIEW
2022-3
8/05/2022
STREETSIDE ECE -
ADDITIONAL 3D
VIEWSASPEN BURLINGAME ECECity of Aspen
PLEASE NOTE:
FOR REFERENCE - EXISTING PHASE 3 RESIDENTIAL STRUCTURE MASSING SHOWN
WITHOUT WINDOWS
6" = 1'-0"3AERIAL VIEW - LOOKING SOUTH
6" = 1'-0"1AERIAL VIEW - LOOKING EAST
6" = 1'-0"4AERIAL VIEW - LOOKING NORTH
6" = 1'-0"2AERIAL VIEW - LOOKING WEST
13
COMMUNITY SURVEY SUMMARY
June 2022
1
Over 70 people took the community survey that was available on aspencommunityvoice.com
from May 11 – May 31. The survey results will be used to help inform the direction of design
decisions that will affect essential early childcare issues and services in our community.
Key takeaways from the survey include:
Who responded. The bulk of the survey respondents came from upvalley: 86.8% live in
Aspen. 84.6% of them live in Burlingame.
14
COMMUNITY SURVEY SUMMARY
June 2022
2
Age range. The household age range represented the most was 40-65 (37), followed closely
by 6-18 (34). Under 3, under 6, 18-40 were about the same (25) with unborn and 65+ the
minority (10 responses.)
15
COMMUNITY SURVEY SUMMARY
June 2022
3
Childcare need. Fifty-six respondents did not anticipate wanting to use the Burlingame Early
childhood Center once constructed, while 15 anticipated enrolling their children.
16
COMMUNITY SURVEY SUMMARY
June 2022
4
You ranked the following classroom needs for 0-5-year-olds in order of importance. Integrating
fitness into the learning space had the highest rank, specialized activity spaces ranked next, and the
remaining three: health and wellbeing of students, teachers, and parents, safety and security, and
outdoor learning spaces rank almost equally.
Your rank of the following early childhood education facility features all roughly the same:
environmental sustainability 4.20, ease and proximity of parking 4.23, nursing space 4.78, parent
resource/hospitality area 5.13, quiet/private teacher workspaces 5.25, activity areas parents can use
with their enrolled children 5.37, community gathering spaces 5.47, integrated technology 5.88, with
mixing spaces for different classes/age groups to interact ranking the lowest.
17
COMMUNITY SURVEY SUMMARY
June 2022
5
The aspects of outdoor play areas for young children most important to you are: nature-
based activities had the most votes with 43, followed by exercise space with 28, multi-sensory
exploration with 25, and natural materials with 17.
18
COMMUNITY SURVEY SUMMARY
June 2022
6
The types of young children's play spaces in order of importance to you were by average
rank: dramatic play areas 4.02, STEM or STEAM focused play/learning areas 3.23, indoor
gross motor play areas 2.85, indoor fine motor play areas 2.75, and finally Outdoor play areas
2.06
The majority of you think that if there is housing on-site for teachers, it should be separate
from the Early Childhood Education Center.
19
COMMUNITY SURVEY SUMMARY
June 2022
7
Comments:
Themes of concern (over 50% of total comments): Traffic, parking, noise, overall
neighborhood impact
Themes of suggestions: Preference given to Burlingame residences, housing for
teachers, appropriate wages for teachers, environmental design
20
JULY 13, 2022 NEIGHBORHOOD GATHERING &
PROJECT UPDATE | BURLINGAME COMMUNITY
CENTER
Kathleen Wanatowicz
Project Resource Studio
21
Outreach Summary
Date: Wednesday, July 13
Time: 5:00 pm – 7:00 pm
Location: Burlingame Commons Building
Total Community Attendance: Approximately 20 people from the Burlingame community attended, and
the event was widely publicized.
Objectives:
▪ Present and provide an overview of the two Design Schemes: Hillside & Streetside
▪ Meet and greet with the project team, introduce the experts
▪ Provide a review and follow-up on May’s Open House questions and community survey.
▪ Design Characteristics Boards (materials, designs, locations) – dot exercise
▪ Introduce traffic study goals
Stations:
▪ Welcome: Public Process and Project Information, May Survey Summary Sheets
▪ Site Plan Board with Constraints, Project Partners
▪ Hillside Design Scheme
▪ Streetside Design Scheme
▪ Design Characteristics – dot exercise
▪ Traffic Impacts
Summary:
The neighborhood gathering was a successful child-friendly event to bring attention to the project goals
and team. Participants were given feedback sheets per design schemes. The project team was on-site to
have discussions, answer questions, and gather design scheme preferences and feedback. The event was
low attendance, but the quality of feedback was targeted and valuable for the project team.*
22
Publicity:
* Highlighted text indicates the top votes
HILLSIDE DESIGN | COMMENTS 7.13.22
√ FEATURES & DESIGN DETAILS YOU LIKE AND CROSS OUT THOSE YOU DON’T
KEY FEATURES:
o DIRECT ON-GRADE ACCESS X4, 4
o HOUSING IS DETACHED, PART OF NEIGHBORHOOD 9
o ALL SURFACE PARKING X3, 5
o PRESCHOOL PLAYGROUND IS SOUTH FACING X1, 8
o 2 POSSIBLE POINTS OF ACCESS X1, 7
o INFANT & TODDLER PLAYGROUNDS AT GRADE X1, 7
o GROSS MOTOR ROOM ON MAIN FLOOR X1, 6
o GREATER CONNECTION TO NATURAL LANDSCAPE 11, (good)
Date Activity Reach
7.6.22 Email to Burlingame Community Burlingame
7.6.2022 Media Relations: Burlingame
community meeting
Public
7.6.2022, 7.13.2022 City of Aspen Facebook Post Public
7.6.2022 Aspen Community Voice Email –
Neighborhood Gathering for Burlingame
Early Childhood Education Center
Public
7.11.2022 Door Hangers for Burlingame
community meeting
Burlingame neighborhood
7.11.2022 Posters at the Bus Stops Burlingame
7.11.2022 Street Signs lining the entrance to
Burlingame
Burlingame
7.8, 11, 12, 13.2022 Display ads for Burlingame community
event in Aspen Times and Aspen Daily
News
Public
23
SITE CHALLENGES:
o INFANT & TODDLER PLAYGROUNDS ARE NORTH FACING X5 (cold & snowy, Not bad for summer)
o SLIGHTLY UNDER PARKED PER PROGRAM X3, (who cares), 2
o ENTRY IS NORTH FACING 3, (that’s ok)
o BUILDING FOOTPRINT IS VERY TIGHT TO SITE BOUNDARIES X2 (will be no matter what), 2
o REQUIRES MOVING THE MOST DIRT X2
o GROSS MOTOR ROOM BURIED X3
EARLY CHILDHOOD EDUCATION BUILDING AREA:
o 13,274 GROSS SQUARE FEET (GSF) X1, 2, (higher = better)
HOUSING AREA:
o 5,081 GSF 1
o 4 (2) BEDROOM UNITS 3
COMMENTS:
1. need more
2. not enough
3. not as much housing as street side design
PARKING AREA:
o 13,695 SF 1
COMMENTS OR SUGGESTIONS:
1. Parking always a problem. It seems you always need more than planned I feel this option feels
less crowded – but at expense of housing employees
2. Love the access to trail from play areas
3. Detached housing makes me feel more comfortable. Not keen on strangers in the same building
while my kid is in day care
4. * this is our preferred design!!!*
5. It would be better to funnel traffic through the neighborhood, instead of the separate pull
in/out.
6. I like having the site off the road and in the corner. More outdoor play space.
24
7. I don’t have strong reservations about this version. For the folks that do end up utilizing this
housing, they might enjoy that it’s not on the same footprint where they work.
8. I prefer vehicle entry on Paepcke Drive in order to eliminate vehicle crossing trail midway down
Harmony Drive.
9. I like how the housing and building blend into Burlingame a bit more.
___________________________________________________________________
STREET SIDE DESIGN | COMMENTS 7.13.22
√ FEATURES & DESIGN DETAILS YOU LIKE AND CROSS OUT THOSE YOU DON’T
KEY FEATURES:
o ALL PLAYGROUNDS HAVE SOUTHERN EXPOSURE X1, 6
o PREFERRED SOLAR ORIENTATION FOR DAYLIGHTING & PV 7
o SOUTH FACING ENTRY 3
o FULLY PARKED PER THE PROGRAM 8 (partially underground)
o ALLOWS FOR SECONDARY NEIGHBORHOOD ENTRY POINT X1, 5
o FRONTS THE STREET X1, 1 (kids oriented away from street)
o FIRE ACCESS FOR ECE PROGRAM IMPROVED 3
o GROSS MOTOR ROOM DAYLIT AND ON MAIN FLOOR 5
o ON-GRADE ENTRY 6 (without much parking)
o SECONDARY PRESCHOOL EXPLORATORY AREA 3
COMMENT: not keen on the bridges to access play area.
SITE CHALLENGES:
o PARKING IS STRUCTURED, PARTIALLY BELOW GRADE 2
o TAKES OVER HOUSING LOTS 4 & 5 3
o FIRE ACCESS FOR HOUSING COMPROMISED X2
25
EARLY CHILDHOOD EDUCATION BUILDING AREA:
o 13,775 GROSS SQUARE FEET (GSF) 1
HOUSING AREA:
o 8,338 GSF 2
o 2 (1) BEDROOM UNITS 5
o 5 (2) BEDROOM UNITS 5, need more
COMMENTS:
1. Seems like the building will be huge if 7 units are on one floor. Don’t like that housing (strangers)
are in the same building as my kid.
2. This plan seems to make more efficient use of the space. I like that some of the parking is below
grade. Not bothered by the building being street side. I think more housing is better also.
3. I’d like to see entry to the parking lot on Paepche to eliminate the trail crossing, midway down
Harmony drive. Ped/bike/car interaction would be unsafe.
4. I like the 1 BD units and access from Harmony.
PARKING AREA:
o STRUCTURED 14,876 SF 1
o SURFACE - 10,373 SF
COMMENTS OR SUGGESTIONS:
I prefer this concept bc it maximizes housing + parking – two of the larger issues.
_____________________________________________________________________________________
26
27
May 5, 2022 OPEN HOUSE | BURLINGAME
COMMUNITY CENTER
Kathleen Wanatowicz
Project Resource Studio
28
Outreach Summary
Date: Thursday, May 5
Time: 5:30 pm – 7:30 pm
Location: Burlingame Commons Building
Total Community Attendance: Approximately 20 people from the Burlingame community attended
Objectives:
▪ Pre-project launch with the Burlingame residents
▪ Provide a high-level overview of the process, goal, objectives, and outcomes
▪ Meet and greet with the project team, introduce the experts
▪ Affirm and review the feedback, and follow up on questions from September’s meeting.
▪ Evoke project inspiration and dialogue about preferences
▪ Introduce site limitations
Stations:
▪ Site Plan Board with Constraints
▪ Conceptual Design Boards
▪ Opportunity Board
▪ Public Process and Project Information
Summary:
The open house was a good event to bring attention to the project goals and team and initiate
conversations around preferences. The event was low attendance, but the quality of feedback was
excellent.
29
Publicity:
Sign-in sheet:
Date Activity Reach
4.29.22 Email to Burlingame Community Burlingame
5.1.2022 Posters at the Bus Stops Burlingame
5.2.2022 City of Aspen Facebook Post Public
5.3.2022 Aspen Community Voice Email – Open
House for Burlingame Early Childhood
Education Center
Public
5.3.2022 Door Hangers for Burlingame
community meeting
Burlingame neighborhood
5.3.2022 PSA re: Burlingame community meeting Public
5.3.2022 Ads for Burlingame community meeting
in Aspen Times and Aspen Daily News
Public
30
31
32
Questions and comments recorded with Burlingame neighbors – September 2
• Will the childcare space take away from the community space / parks and shared amenities?
• Can an incubation space for the business be started NOW to provide care and test the model
before we build a building that may or may not have staff? (former offices?)
• How will the costs of shared roads / community space / sidewalks be shared with the
Burlingame boards?
• Will some units in phase 3 be reserved for the teachers who work at the childcare space?
• How is this childcare going to be staffed without siphoning teachers from existing programs –
Early Learning Center, Aspen Mountain Tots, Cottage?
• What happens for the parking and drop-off, pick up areas?
• How will the additional traffic be handled when there are already long traffic light waits before
phase 3. (another person added that this was a good question)
• Where will parking be?
• How will the staffing issue be solved with this plan?
• Will Burlingame families have priority to reduce traffic?
• Will the single family homes still be built?
• What would hours be? Which school calendar will it follow? Pricing be determined?
• What is the timeline for approval and building?
• It would be great for daycare to be developed in a more transit-oriented location so it could be
accessed by bus. Nest to staffing difficulties, traffic and parking in Aspen proper for folks that
work in town is going to become very limited. Will the daycare building then be planned with it’s
own parking (separate from Burlingame residential parking)?
• Please consider repurposing the current underutilized community building in phase 1 @
Burlingame if you do move forward with any construction.
• If priority can be provided to Burlingame residents to the new childcare center at Burlingame,
then that can help reduce any concerns of additional traffic, parking etc.
• What is Kids First role in this project?
• What other locations are being considered?
• If a childcare or any other business come to Burlingame, then how does that work with the HOA
structure?
• Phone call – Bob Perlmutter wondered about using the commons building, conversation about a
larger space took place, he would like to be added to the email list.
• Neighbor comments/texts reported by Megan M.
o The stop light at 82 only allows for 3-4 cars at the most, afraid the cars from drop off
and pickup would be long.
o Parking impacts
o Insurance
33
o Unsafe parks in the neighborhood
o Traffic impacts
o Personal implications to adults consuming cannabis on own property if it is now near a
school
o Will the RO houses be lost for space?
o Can ECE teacher housing be included?
o Is there an emergency plan for evacuation with 1 exit out of the neighborhood? Even if
that golf course arm goes up in emergencies, the whole neighborhood funnels out the
one road.
Contact list that people signed up to be kept up to date:
Bob Perlmutter bobperl@hotmail.com
Laura Miller lauramiller1010@gmail.com
Ben Gottlieb beyondboundaries@mac.com
Anna Cheyne aspenpersson@hotmail.com
Maria Johnson maria80reynolds@yahoo.com
Michael Yang michaeltedyang@yahoo.com
Kathy Yang kathyyang@yahoo.com
Jessica Chimerakis Jessica.chimerakis@gmail.com
Nick Chimerakis nickchimerakis@gmail.com
Kelsey Carder Kel_clynn@yahoo.com
Rae Lampe raelampe@gmail.com
34
RESOLUTION NO.
Series of 2009)
A RESOLUTION OF THE CITY OF ASPEN, COLORADO, ACCEPTING AN
AMENDMENT TO THE DECLARATION OF COVENANTS, CONDITIONS
AND RESTRICTIONS OF BURLINGAME RANCH AFFORDABLE
HOUSING SUBDIVISION
WHEREAS, at a duly called meeting of the homeowners' association convened on
October 28, 2009, at which a quorum was present, the Board of Directors
recommended the adoption of an amendment to the Declaration Of Covenants,
Conditions and Restrictions of Burlingame Ranch Affordable Housing
Subdivision (hereinafter "Declarations"); and
WHEREAS, the amendment proposed to amend Article I, Section 32 to increase
the number of units that may be created from two-hundred thirty-six (236) to two-
hundred fifty-eight (258) Units, including within this total thirteen single family
homes; and
WHEREAS, the proposed amendment was presented to the Homeowners for
vote pursuant to Article XII, Section 6, as amended; and
WHEREAS, the amendment proposed was subject to and conditioned upon
certain obligations on the part of the City of Aspen outlined in Exhibit "A",
attached hereto; and
WHEREAS, pursuant to such vote, eighty-nine (89) unit owners voted in favor of
the amendment, one (1) unit owner opposed the amendment. Consistent with the
Colorado Common Interest Ownership Act, the City's cast its votes in favor of the
amendment. However, sixty-seven percent of the Unit owners, not including the
Units owned by the City, were required to pass the amendment. Thus, pursuant to
Article XII, Section 6, of the Declaration, as amended and CCIOA, this
amendment passed; and
WHEREAS, pursuant to Article XII, Section 6(a) of the Declarations, such
amendment must be approved by the City of Aspen; and
WHEREAS, pursuant to Article XII, Section ti(c) of the Declazations, such
amendment must be recorded within the real property records of the County of
Pitkin, State of Colorado. A copy of the amendment for recording is attached
hereto as Exhibit "B".
35
NOW, WHEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF ASPEN, COLORADO:
Section One
That the City Council of the City of Aspen hereby accepts and approves the
amendment to Article I, Section 32, of the Declazation of Covenants, Conditions
and Restrictions of Burlingame Ranch Affordable Housing Subdivision set forth
below, as approved by the unit owners of Burlingame Ranch Affordable Housing
Subdivision at a duly called meeting of the unit owners held on October 28, 2009:
Article I, Section 32, is hereby amended to read as follows:
Units that May be Created" means two-hundred fifty-eight
258) Units, including within this total thirteen single
family homes, which shall be the maximum number of
Units that may be subject to this Declaration.
Dated: November 23, 2009.
I, Kathryn S. Koch, duly appointed and acting City Clerk do certify that the
foregoing is a true and accurate copy of that resoluti n dopted by the City Council
of the City of Aspen, Colorado, at a meeting held
2009.
at yn S. Koc City Clerk
36
Ver 5 Sept. I, 2009 Exhibit A
Burlingame Ranch Affordable Housing Association, Inc.
Agreement/Understanding with the City of Aspen
Shall Article I, Section 32 of the Burlingame Ranch Affordable Housing Subdivision Declaration
be amended to allow for a density increase from 236113 to 258/13. The vote to increase density
is conditioned upon the adoption by Council Resolution within 90 days of the vote on the
increase in density of the following terms and conditions, and are part of an agreement to
amend this section of the declarations. If such resolution is not adopted by Council as set forth
herein this vote shall become null and void. Furthermore if any unit owner successfully
challenges the validity of this vote, the validity of the increase in the maximum number of units
that may be created or the validity of any expansion resulting from this action, then this
agreement shall become null and void and any obligations or commitments on the part of the
City shall be terminated ab initio.
258 total units (245 multi-family units and 13 single-family lots). The location of the b
additional SF home sites shall be agreed upon by city and owner representatives.
Z. Eliminate the $60 per month per unit mobility fee and amend the PUD accordingly.
The Burlingame home owners realize that bus service may increase or decrease according to
transportation budgets and demand.)
3. Retroactively forgive the Burlingame Ranch I Condominium Association, Inc. and the
Burlingame Ranch Affordable Housing Association, Inc. all unpaid mobility fees.
4. Amend the PUD to add additional parking to the development that would increase
the parking ratio from 1.67 to 2.0 (excluding the 26 "bandit" parking spaces behind
current tuck-in parking spaces from the calculation) and include visitor, loading zones
and handicapped spaces (as required by code).The City would retain the right to add
as many as 3 additional parking spots to the project total, dedicated to the CarShare
program -and not count those spots towards the new 2.0 ratio. (The funding for
additional parking is contingent on voter approval for phase II/III. The additional parking would be one
of the 1st projects sought in phase II/III The siting and design of the additional parking will be
developed in conjunction with homeowner representatives. The COA will commit to spending up to
lOK on temporary parking solutions on Mining Stock Pkwy Rd. to be completed by the end of June
2010. This includes moving sprinkler heads and boulders, grading the shoulder, pack the dirt and spread
gravel on the area.)
5. The COA will contribute $25,000.00 toward the completion of the commons bldg.
This money is not associated with the bond vote and so the city can contribute the funds whenever needed
for completion of finish work to commons building.)
6. Construct astaircase/sidewalk from Mining Stock Pkwy. to Callahan Court Parking
lot. (The funding for this project is contingent on voter approval for phase II/III and will be done in
conjunction with the additional parking to be provided in Phase I - as one of the In projects undertaken in
Phase 2/3.)
7. Emphasize open space in Phase II /lll, in particular buildings clustered around
courtyards with "usable open space" and sidewalks similar to the courtyard located
on Molly and Lindvig Courts, and create a minimum of 100 square feet of Usable
Open Space for every 1000 square feet of living space that is created in the design of
phase 111111. "Usable Open Space" refers to areas that are sodded with grass, not
native seeded areas and not all drainage basins, which are frequently inundated with
Page I of 5 37
Ver 5 Sept. I, 2009 Exhibit A
water and are unusable. (The City noted that after meeting with the O'Callaghans and reviewing our
budget for landscape maintenance that we likely do not have enough to cover our expenses currently. If we
would be willing to allow two of the SF homesites to stay in phase I then they could build another city park
at the NW corner of the phase II. This would be in addition to the 100 square ft of usable open space per
1000 square ft of livable space built in phase II. The city asks us to consider this carefully because our
budget will also go up. We should keep in mind that the city will maintain the 2^d city park at their
expense.)
8. Allow Owner Representatives or such other committee established by the Owner
Representatives to have input in all phases of design review.
9. Follow all design review guidelines and green building standards as required in Phase I.
Eliminate the requirement for the Master or Condominium Association to pay the
75 per space rental income to the City and will amend the Mobility Plan and PUD to
reflect this. If any spaces continue to be available for rental, the funds for such spaces
shall remain the property of the Master or Condominium Association, as applicable.
Complete its (COA) planned connector trail improvements from Burlingame
Ranch to the Airport Business Center and shall pursue its plans to provide a direct
route to the Roaring Fork River and the Rio Grande Trail and Bridge off the Airport
Business Center connector trail. (THE DESIGN OF A NARROW DIRT TRAIL IS CONTINUING
WHICH WILL CONNECT THE NORTH END OF BURLINGAME RANCH TO THE BUSINESS CENTER
THE CITY HAS CONTACTED PARKS DEPT. AND CONSTRUCTION MAY BEGIN AS EARLY AS THIS
FALL)
Z. No additional units will be built in Burlingame Ranch Phase I or Phase II/III in the
future, other than the number the owners approve in this vote or agree to under the
applicable standards of approval at whatever point in the future such changes will be
proposed.
3. Sign at entrance posting "No Dogs, Fines Imposed". (Will be part of a series of
insubstantial amendments" to the PUD.)
4. Speed limit reduction to 15 mph. (tragic study is complete and signs have ordered)
S. Audit of Association books prior to transfer of control to owner Board not
completed. (The COA has authorized the contract)
6. Provide Legal Corrections to Association governing documents (both
Condominium and Master Association) mandated by SB 89 and SB 100 and
recommendations or supporting language for policies that need to be adopted. (The
COA is working with the law firm, Ballard, Sparhr, Andrews and Ingersoll, LLP in Denver to complete all
revisions.)
7. Confirm all common areas have been properly conveyed to each association or
follow through and convey them.
Drainage: including safety grates on drainage culverts and correction of improperly
draining drainage detention areas. (DRAINAGE OF THE DETENTION AREAS HAVE
BEEN CORRECTED, POND 2 BEHIND 19 LINDVIG COURT HAS CONCRETE
FLOW CHANNELS AND ENGINEERING DEPARTMENT IS WORKING WITH
STREETS DEPARTMENT TO OBTAIN OR FABRICATE GRATING FOR
CULVERTS. COA is not satisfied with the drainage of Pond 2 across from Transit I. They hove brought
this to Shaw's attention numerous times. If the city takes over this repair then it will have to go through a
public bid process. The COA is committed to resolving this problem.)
Page 2 of 5
38
Ver 5 Sept. I, 2009 Exhibit A
9. Erosion on path connecting Transit I to Roch Place. (The COA is planning to rebuild most
of this portion of the trail/walking path.)
Z~. Address water rights -provision of ditch water and lease from City for provision of
water for irrigation from City's ditch rights (at no cost to HOA). (The COA is working with
Ballard, Sparhr, Andrews and Ingersoll, LLP in Denver to complete a lease agreement)
Z ~ . Address landscaping: weeds issues, and properly complete seeded areas and
planting beds. (The COA has completed all reseeding; we will have to wait for next summer to observe
the successful germination and growth or lack thereof.)
ZZ. The Condo I Board is requesting the installation of boulders to help prevent the
irrigation from being damaged by cars. (The city is willing to help with this. The city also notes
that the sprinkler heads that are being damaged are at 18 from the side of the road and therefore can
only be damaged by individuals deliberately driving off the road.)
23. Address and repair all issues raised by third party roof commissioner and address
hazardous areas identified by O'Callaghan. (ROOF WORK HAS BEEN COMPLETED
TO THE SATISFACTION OF THE ROOF COMMISSIONING AGENT AND THE
SNOW DROP AREAS IDENTIFIED WILL RECEIVE SNOW FENCING. )
24. Address all Phase I punch list and warranty issues presented by Board and
O'Callaghan Prop Mgt. Phase 1 punchlist and warranty issues include:
d~ The fire system has more than the average trouble codes, error codes, dact, and
communication errors. Progaurd is aware of the buildings that have chronic
problems and have been meeting with Seimens to find a solution. The system is
going to require slot of Technical work to get the problems fixed. The buildings
involved include, but are not limited to: 42 Mining Stock Place ("MSP"), 99 MSP,
129 MSP, 44 Callahan Court ("CC"), 45 CC, 185 Forge Road ("FR"), 19 Lindvig
Court ("LC"). (PROGUARD IS WORKING TO RESOLVE ALL ISSUES AND THE CITY
IS WAITING ON THEIR REPORT OF CONDITIONS. SEIMENS IS SENDING A NEW
PANEL FOR INSTALLATION AND TESTING. IF THIS PANEL SOLVES THE ISSUES
THEN THEY WILL REPLACE TROUBLESOME. IF THIS PANEL DOES NOT RESOLVE
THE ISSUES THEN MORE TROUBLESHOOTING MUST BE DONE. THIS IS NOT A
FIRE REPORTING DEFECT THAT WOULD JEPORDIZE THE REPORTING OF A FIRE. )
b~ Fire Sprinkler system commissioning completion. Pro Guard did not complete a
review of storage areas, which are causing system malfunctions. (PROGUARD IS
WORKING TO RESOLVE ALL ISSUES AND THE CITY IS WAITING ON THEIR REPORT
OF CONDITIONS.)
C~ There are several areas in which the siding is popping out, or cracked, and the
paint is either peeling or the wrong color. Shaw has fixed some of the areas that
were popped out and are in the process of getting the rest replaced. They are in
contact with the manufacturer to find a solution for the peeling and discolored
paint. (SHAW IS ADDRESSING THIS AS A WARRANTY ISSUE AND IS SCHEDULE FOR
CORRECTIVE ACTION IN AUGUST.)
d~ 163 FR has a small gas leak in the mechanical room. Source Gas confirmed that
the meter was not installed by them and did not belong to them. (THE METER
WAS PART OF THE TESTING PROGRAM BY THE NATIONAL RENEWABLE ENERGY
LABORTORY IN BOULDER. THE METER HAS BEEN REMOVED.)
C~ 124 FR, 170 FR, 99 MSP have had blowers replaced due to a leak or gush of water
coming down from the ceiling onto the boiler. 170 FR was checked in the
Page 3 of 5 39
Ver S Sept. I, 2009 < Exhibit A
mechanical room by John Y (who?). and he said he didn't see any water at the time
however he did not go into the units above to investigate the bath /shower to see
if this was the source of the water. (SHAW IS ADDRESSING THIS AS A WARRANTY
ISSUE.)
fl The staircase lighting at 34 Molly Court ("MC") has not worked for more than 2
years. The City's Property Manager Terri Kappelli was aware of this issue due to
constantly burning out light fixtures. The electrician came out to look at it but
didn't have time to fix it. His suspicion was that the wiring inside the storage unit
next to the stairs had been damaged. (SHAW HAS ADDRESSED THIS AS A
WARRANTY ISSUE. COMPLETE.)
g~ The common building 2nd bathroom area has the installed but there is no grout.
THIS BATHROOM WAS NOT TO BE FINISHED AND WAS NOT TO EVEN BE TILED
THEREFORE THE TILE THAT WAS INSTALL WAS NOT GROUTED.)
1~There are some circulating pumps that are not wired, including but not limited to
42 MSP. (SHA W IS ADDRESSING THIS AS A WARRANTY ISSUE.)
1~ 124 FR common entrance door to the storage units is missing the lock. (SHAW IS
ADDRESSING THIS AS A WARRANTY ISSUE; MATERIALS HAVE BEEN ORDERED.)
170 FR is missing the common entrance storage door, the entire door! (SHAW IS
ADDRESSING THIS AS A WARRANTY ISSUE; MATERIALS HAVE BEEN ORDERED.)
55 MSP unit 102 and 129 MSP unit 102 have uncompleted landscaping dirt areas
underneath the bedroom windows. The neighborhood cats have made these areas
into litter boxes. (SHAW HAS ADDRESSED THIS AS A WARRANTY ISSUE AND IT IS
COMPLETE.)
67 MC dirt area between the parking lot and sidewalk is not landscaped per the
City's plans and specifications.. (COA DESIGNING PLAN. NO SHRUBS WILL BE
PLANTED BECAUSE THEY WOULD BE DESTOYED BY SNOW REMOVAL.)
Rl~ 170 FR, 129 MSP, and 44 CC -snow slides either from upper roof or solar
panels onto the stairs or the side walk. Steve Bossart is aware of the issues and
will be contacting Roof Tech. (SHA W IS ADDRESSING THIS AS A WARRANTY ISSUE;
MATERIALS HAVE BEEN ORDERED.)
Il~The entrance doors to the trash /recycling areas at transit 2 & 3 do not close
properly. Rick Wilson had worked on them but as soon as they were unhooked for
the trash removal they wouldn't close again. The City shall oversee and pursue
this issue unto completion and to the satisfaction of O'Callaghan and the Owner
Representatives. (SHAW IS ADDRESSING THIS AS A WARRANTY ISSUE.)
O~There are dead trees that require replacement at the following locations:
Retention Pond behind the single family houses/lots, 123 FR unit 201 parking lot
side, 123 FR unit 206 parking lot side, 185 FR parking lot side between units 102 &
103, 185 FR at the end of the parking lot next to the side street, in between 185 FR
163 FR street side, 123 FR between units 202 & 203 street side, MSP big sod area
I st tree closest to the common building, 55 MSP next to unit 201, 161 MSP in front
of unit 204 half dead. (THIS WAS A WARRANTY ITEM AND WORK OF
REPLACEMENT IS COMPLETE.)
Native grass at 185 FR parking lot side is very sparse and unsatisfactory. (SHAW
AND THE CITY HAVE RESEEDED THESE AREAS SEVERAL TIMES.)
Page 4 of 5 40
Ver 5 Sept. I, 2009 Exhibit A
42 MSP all the bushes on the courtyard side at unit 105 died, were removed by
O'Callaghan and require replacement. (SHAW IS ADDRESSING THIS AS A
WARRANTY ISSUE; WORK IS COMPLETE.)
I'~ 42 MSP courtyard side in front of unit 106 is not landscaped per the City's plans
and specifications. (SHAW IS ADDRESSIGN THIS AS A WARRANTY ISSUE; WORK IS
COMPLETE.)
S~ Parking signage needs to be installed and re-striping requires completion. (We are
aware that City staff is wolfing for input for Burlingame Condo 1 Board members. CITY
HAS DEVELOPED A PLAN FOR THE ROAD RIGHT OF-WAYS AND THE HOA PARKING
AREAS. THE CITY IS WORKING WITH THE STREETS DEPARTMENT TO ORDER AND
INSTALL SIGNS ALONG THE STREETS AND WILL WORK WITH THE HOA WHEN SO
DIRECTED WITHIN THE PARKING LOTS.)
t~ Weed Removal (The type of weeds, the location of those weeds, and the method of removal will be
decided at a meeting on site; at least one board member from the Condo Board and one member of
the Master Association board -must be a homeowner, not city staff -will be present to approve the
conditions of removal. The conditions of removal will be approved in writing; a representative from the
COA Parks department and Asset department must also be present; the weeds will then be removed
by pulling, cutting or spraying, one time only, within two weeks; after this one-time event the City of
Aspen will be relieved of any and all responsibility for removal of weeds.)
Page 5 of 5 41
RECEPTION#: 564794, 11/25/2009 at
11:02:05 AM,
t of 3, R $15.00 Doc Code AMEND DEC
Janice K. Vos Caudill, Pitkin County, CO
AMENDMENT
TO THE
DECLARATION OF COVENANTS, CONDITIONS AND
RESTRICTIONS OF BURLINGAME RANCH AFFORDABLE
HOUSING,SUBDIVISION '
WHEREAS, Declaration of Covenants, Conditions and Restrictions of
Burlingame Ranch Affordable Housing Subdivision was recorded October 10,
2005 at Reception Number 516002, in the real property records of the County of
Pitkin, State of Colorado; and '
WHEREAS, Recordation of Signature Page for Declaration of Covenants,
Conditions and Restrictions o£ Burlingame Ranch Affordable Housing
Subdivision was recorded April 17, 2006 at Reception Number 523046, in the real
props=rty records of the County of Pitkin, State of Colorado; and
WHEREAS, an Amendment to the Declazation of Covenants, Conditions and
Restrictions of Burlingame Ranch Affordable Housing Subdivision was recorded
October 21, 2009 at Reception Number 563774, in the real property records of the
County of Pitkin, State of Colorado, which amended the requirements for an
amendment to the Declazations regazding the increase in Units that may be
created as-set forth in Article I,~Section 32; and
WHEREAS, at a duly called meeting of the homeowners' association convened on
October 28,.2009, at which a quonun was present, a motion was presented to adgpt
ari amendment to the Declazation of Covenants, Conditions and Restrictions of
Burlingame Ranch Affordable Housing Subdivision; and
WHEREAS, the amendment proposed was submitted to a vote of the
Association as follows:
Shall Article I, Section 32, be amended as follows, with text being
removed is delineated with strikethrough, '''^°` `-°~°^ ~^--~^•'°d
and Text being added is bold and underline. Text
being added looks like this:
Units that May be Created" means ~ '•'~°`''°'' "''''" °'°
E23H) two-hundred fifty-eight (2581. Units, including within
this total thirteen single family homes, which shall be the
maximum number of Units that may be subject to this
Declaration."
and
WHEREAS, the proposed amendment was presented to the Homeowners for
vote pursuant to Article XII, Section 6(a) and 6(d), as amended; and
42
WHEREAS, pursuant to such vote, eighty-nine (86) unit owneis voted in favor
of the amendment, one (1) unit owner opposed the amendment. Pursuant to
Article XII, Section 6(d) of the Declarations and state statute, this amendment
passed; and '
WHEREAS, the City of Aspen by Resolution No.~ ;Series of 2009, approved
and consented to this amendment as required by Article XII, Section 6(c) of the
Declazation.
NOW, THEREFORE, the following amendment shall be incorporated into and
become part of the Declazation of Covenants, Conditions-and Restrictions of
Burlingame Ranch Affordable Housing Subdivision:
Article I, Section 32, is hereby amended as follows, with text being
removed is delineated with strikethrough, Tyr o~= :b -r:,mov
lf~el~C-like-thi^, and Text being added is bold and underline. _ Text
being added looks like this:
Units that May be Created" means ~ '- ''`°'' `'''''° "'° "~~' tWO-
hundred fifty-eight (258) Units, including within this total thirteen
single family homes, which shall be the maximum number of Units
that may be subject to this Declazation."
Henceforth, Article I, Section 32 of the Declazation of Covenants, Conditions and
Restrictions of Bwlingame Ranch Affordable Housing Subdivision shall read as follows:
Units that May be Created" means two-hundred fifty-eight (258)
Units, including within this total thirteen single family homes, which
shall be the maximum number of Units that may be subject to this
Declaration."
IN WITNESS WEREOF, this Amendment to the Declaration of Covenants, _
Conditions and Restrictions of Burlingame Ranch Affordable Housing
Subdivision, is here y executed by the President of the Subdivision Association
on this ~'n^day of~, 2009, pursuant to a duly conducted vote of e Unit
Owners. ~~
Tom McCabe
President of ,Burlingame
Ranch Affordable Housing
Association, Inc.
Attest:
Jafm Laatsch
ecretary
Notarization offollowing page.)
43
STATE OF COLORADO )
ss.
COUNTY OF PITKIN )
Subscribed and sworn to before me this day o~~009, by Tom
McCabe, President of Burlingame Ranch Affordable Housing Association, Inc.
WITNESS my hand and official seal.
My commission expires:
MjOenniMla- E~Yw Oi~QfPOIs
44
RESOLUTION NO. ~~
Series of 2009)
A RESOLUTION OF THE CITY OF ASPEN, COLORADO, ACCEPTING AN
AMENDMENT TO THE DECLARATION OF COVENANTS, CONDITIONS
AND RESTRICTIONS OF BURLINGAME RANCH AFFORDABLE
HOUSING SUBDIVISION
WHEREAS, at a duly called meeting of the homeowners' association convened on
September 30, 2009, at which a quorum was present, the Boazd of Directors
recommended the adoption of an amendment to the Declaration Of Covenants,
Conditions and Restrictions of Burlingame Ranch Affordable Housing
Subdivision (hereinafter "Declarations"); and
WHEREAS, the amendment proposed to amend Article XII, Section 6(d) for a
specific limited time with regard to the vote required to increase units and with
regard to the voting limitations set forth within Article II, Section 2, of the
Declarations; and
WHEREAS, the proposed amendment was presented to the Homeowners for
vote pursuant to Article XII, Section 6(a); and
WHEREAS, pursuant to such vote, ninety-two (92) unit owners voted in favor of
the amendment, one (1) unit owner opposed the amendment. Of those votes,
eighty (80) of the multi-family units casts votes in favor of the amendment with
none (0) opposed and twelve (12) of the single family units casts votes in favor of
the amendment, with one (1) opposed. Pursuant to Article XII, Section 6(a) and
Article II, Section 2, of the Declarations and state statute, this amendment passed;
and
WHEREAS, pursuant to Article XII, Section 6(a) of the Declarations, such
amendment must be approved by the City of Aspen; and
WHEREAS, pursuant to Article XII, Section 6(c) of the Declarations, such
amendment must be recorded within the real property records of the County of
Pitkin, State of Colorado. A copy of the amendment for recording is attached
hereto as Exhibit "A".
NOW, WHEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF ASPEN, COLORADO:
Section One
That the City Council of the City of Aspen hereby accepts and approves the
amendment to Article XII, Section 6(d), of the Declaration of Covenants,
Conditions and Restrictions of Burlingame Ranch Affordable Housing
45
Subdivision set forth below, as approved by the unit owners of Burlingame Ranch
Affordable Housing Subdivision at a duly called meeting of the unit owners held
on September 30, 2009:
Article XII, Section 6(d), is hereby amended by adding the
following sentence at the end of the section:
Notwithstanding the limitations set forth herein, on or
before November 30, 2009, the provision of the Declaration
that defines the number of Units that may be created,
Article I, Section 32, may be amended to increase the
number of units that may be created by a vote or consent of
sixty-seven percent (67%) of the Owners, not including the
Declarant. Thereafter, the consent required for such
amendment shall be unanimous. In addition, any vote on
the increase in the number of units prior to November 30,
2009, shall not be subject to the limitation of Article II,
Section 2, which restricts the multi-family units to forty-
nine percent (49%) of any vote of the association.
Dated: October 13, 2009.
o-ZU- 09
Mi ae reland, Mayor
I, Kathryn S. Koch, duly appointed and acting City Clerk do certify that the
foregoing is a true and accurate copy of that resolution ad to by the City Coun~l
of the City of Aspen, Colorado, at a meeting held „ /~ ~i~
2009.
7
Kathryn S. Kochs'Qity Clerk
46
Burlingame Childcare Center
Aspen, CO Project # 22-00762.00
Conceptual Design 08/05/22
1.1 Introduction
1.2 Project Schedule
Start Finish Duration
Jul-23 Oct-24 16 months
1.3 Key Assumptions & Exclusions
EXECUTIVE SUMMARY
This estimate has been prepared, pursuant to an agreement between City of Aspen and Cumming, for the purpose of establishing a probable
cost of construction at the conceptual design stage.
The project scope encompasses new child care center in Aspen, CO with associated parking and sitework.
Construction
This document should be read in association with Appendix 1 which outlines assumptions, project understanding, approach, and cost
management methodology. Key assumptions built into the above cost breakdown include:
- PV Panels (10,000 SF per building) are Included
Key Assumptions Key Exclusions
- CM@Risk - Project Soft Costs
- Single Phase Construction - AV Equipment
- VRF Mechanical System is Included - Builiding Permit Fees and Use Taxes
Prepared by Page 3 of 45 47
Burlingame Childcare Center
Aspen, CO Project # 22-00762.00
Conceptual Design 08/05/22
Element Area Cost / SF Total
Streetside Building 22,708 $679.62 $15,432,807
Streetside Below Grade Parking 14,315 $427.58 $6,120,739
Streetside Sitework 46,711 $90.15 $4,211,196
Total Estimated Current Construction Cost Streetside 22,708 $1,134.61 $25,764,742
Escalation to MOC, 02/15/24 6.21% $34.24 $1,599,472
Total Estimated Construction Cost with Escalation Streetside 22,708 $1,205.05 $27,364,214
Hillside Building 22,888 $656.30 $15,020,963
Hillside Sitework 46,718 $86.49 $4,040,691
Total Estimated Current Construction Cost Hillside 22,888 $832.84 $19,061,654
Escalation to MOC, 02/15/24 6.21% $51.70 $1,183,346
Total Estimated Construction Cost with Escalation Hillside 22,888 $884.54 $20,244,999
Add Alternates Total
$1,842,613
$1,818,001
2. Crawl Space through out - Hillside ECE $441,383
SUMMARY
1. 9" Structural Insulated Panel Walls (SIPs) with 12" SIP Panel Roof panels
with heavy timber structural system - Hillside ECE
1. 9" Structural Insulated Panel Walls (SIPs) with 12" SIP Panel Roof panels
with heavy timber structural system - Streetside ECE
Prepared by Page 4 of 45 48
Burlingame Childcare Center
Aspen, CO Project # 22-00762.00
Conceptual Design 08/05/22
Element Area Cost / SF Total
SUMMARY
$163,841
$154,221
4. Nichiha Rain screen fiber cement siding with metal siding
( metal same as base) - Streetside ECE -$34,283
4. Nichiha Rain screen fiber cement siding with metal siding
( metal same as base) - Hillside ECE -$25,012
5. Wood floors in classrooms rooms with 30% LVT - Streetside ECE $36,093
5. Wood floors in classrooms rooms with 30% LVT - Hillside ECE $37,872
6. Wood floor in hallways - Streetside ECE -$60,066
6. Wood floor in hallways - Hillside ECE -$41,470
7. Wood ceilings with high sound absorptive properties - Streetside ECE classrooms $816,063
7. Wood ceilings with high sound absorptive properties - Hillside ECE classrooms $809,066
3. Displacement under floor ventilation as part of the crawl space with cooling
combined with radiant floor heating - Hillside ECE
3. Displacement under floor ventilation as part of the crawl space with cooling
combined with radiant floor heating - Streetside ECE
Prepared by Page 5 of 45 49
Burlingame Childcare CenterAspen, COConceptual DesignElementTotal Cost/SF Total Cost/SF Total Cost/SF Total Cost/SF Total Cost/SF01 General Requirements$88,793 $3.91w/ Building $89,455 $3.91 w/ Building02 Existing Conditions$10,000 $0.44w/ Building $10,000 $0.44 w/ Building03 Concrete$175,844 $7.74 $2,225,759 $155.48 w/ Building $581,460 $25.41 w/ Building04 Masonry$253,125 $11.15 $113,400 $7.92 w/ Building $48,600 $2.12 w/ Building05 Metals$1,598,814 $70.41 $84,000 $5.87 w/ Building $830,606 $36.29 w/ Building06 Wood, Plastics, And Composites$1,082,349 $47.66w/ Building $1,085,982 $47.45 w/ Building07 Thermal And Moisture Protection$803,404 $35.38 $119,530 $8.35 w/ Building $1,203,468 $52.58 w/ Building08 Openings$1,159,110 $51.04 $26,205 $1.83 w/ Building $985,125 $43.04 w/ Building09 Finishes$1,024,106 $45.10 $850 $0.06 w/ Building $777,140 $33.95 w/ Building10 Specialties$33,959 $1.50w/ Building $7,095 $0.31 w/ Building11 Equipment$55,050 $2.42 $80,000 $5.59 w/ Building $36,851 $1.61 w/ Building12 Furnishings$47,590 $2.10w/ Building $48,590 $2.12 w/ Building13 Special Construction14 Conveying Systems$380,000 $16.73 $55,000 $3.84 w/ Building $135,000 $5.90 w/ Building21 Fire Suppression$119,217 $5.25 $75,154 $5.25 w/ Building $120,159 $5.25 w/ Building22 Plumbing$594,482 $26.18w/ Building $603,345 $26.36 w/ Building23 HVAC$632,561 $27.86 $114,561 $8.00 w/ Building $642,782 $28.08 w/ Building25 Integrated Automation$224,880 $9.90 $10,226 $0.71 w/ Building $224,880 $9.83 w/ Building26 Electrical$2,208,542 $97.26 $218,011 $15.23 w/ Building $2,410,765$105.33 w/ Building27 Communications$397,390 $17.50 $21,473 $1.50 w/ Building $400,531 $17.50w/ Building28 Electrical Safety And Security$217,088 $9.56 $82,311 $5.75 w/ Building $218,805 $9.56 w/ Building31 Earthworkw/ Sitework $1,178,343 $82.32 $436,124 $9.34 $349,281 $15.26 $437,042 $9.3532 Exterior Improvements w/ Sitework w/ Sitework $1,704,149 $36.48 w/ Sitework $1,582,447 $33.8733 Utilitiesw/ Sitework w/ Sitework $890,338 $19.06 w/ Sitework $888,417 $19.02Subtotal Cost$11,106,305 $489.09 $4,404,824 $307.71 $3,030,611 $64.88$10,809,919 $472.31 $2,907,906 $62.24General Conditions 7.0% $777,441 $34.24 $308,338 $21.54 $212,143 $4.54 $756,694 $33.06 $203,553 $4.36General Requirements 6.0% $713,025 $31.40 $282,790 $19.75 $194,565 $4.17 $693,997 $30.32 $186,688 $4.00Bonds & Insurance 2.0% $251,935 $11.09 $99,919 $6.98 $68,746 $1.47 $245,212 $10.71 $65,963 $1.41Contractor's Fee 5.5% $706,679 $31.12 $280,273 $19.58 $192,834 $4.13 $687,820 $30.05 $185,026 $3.96Design Contingency 10.0% $1,355,539 $59.69 $537,614 $37.56 $369,890 $7.92 $1,319,364 $57.65 $354,914 $7.60Construction Contingency 3.5% $521,882 $22.98 $206,981 $14.46 $142,408 $3.05 $507,955 $22.19 $136,642 $2.92Escalation to MOC, 02/15/24See Summary See Summary See Summary See Summary See Summary See Summary See Summary See Summary See Summary See SummaryTotal Estimated Construction Cost $15,432,807 $679.62$6,120,739 $427.58 $4,211,196 $90.15 $15,020,963 $656.30$4,040,691 $86.49SUMMARY MATRIXStreetside Building22,708 SF46,711 SFStreetside Sitework22,888 SFHillside Building14,315 SFStreetside Below Grade Parking46,718 SFHillside SiteworkPrepared by Page 6 of 4550
Burlingame Childcare Center
Aspen, CO Project # 22-00762.00
Conceptual Design 08/05/22
Schedule of Areas Streetside Building
Streetside Below
Grade Parking Streetside Sitework Hillside Building Hillside Sitework
1. Enclosed Areas (x 100%)
Parking 14,315 2,919
Level 1 7,391 10,305
Level 2 6,514 9,076
Level 3 8,198
Total Enclosed 22,103 14,315 22,300
2. Unenclosed Areas (x 50%)
Balconies 303 1,175
Outdoor walkway 907
Total Unenclosed 605 588
Total Gross Floor Area 22,708 14,315 22,888
3. Sitework
Building Footprint 14,315 10,305
Site Development Area 32,396 36,413
Total Sitework 46,711 46,718
SCHEDULE OF AREAS AND CONTROL QUANTITIES
Prepared by Page 7 of 45 51
MEMORANDUM
TO: Mayor Torre and City Council
FROM: Trish Aragon, P.E., City Engineer
Pete Rice, P.E., Deputy City Engineer
Mike Horvath, P.E. Senior Project Engineer
Scott Wenning, P.E. Project Manager
THROUGH: Scott Miller, Public Works Director
MEMO DATE: August 15, 2022
DATE: August 22, 2022
RE: West End Traffic Calming and Traffic Evaluation
REQUEST OF COUNCIL:
Staff requests of Council to provide direction on the following three options:
1. Should staff develop measures for West End streets that would increase traffic
congestion on Main Street?
2. Should staff limit interim West End actions until Entrance to Aspen can be
implemented.
3. Should staff develop outbound Main Street capacity or efficiency conceptual
projects?
RECOMMENDATION:
Staff recommends developing interim conceptual projects to enhance outbound Main
Street/Highway 82 capacity and focus on a long-term transportation solution for the
Entrance to Aspen to reduce the traffic demand in the West End neighborhood. Any
interim conceptual project would be developed in conjunction with community outreach
to be able to provide Council with information about potential project goals, outcomes,
budgets, resources, timelines, and community support.
EXECUTIVE SUMMARY:
Residents of the West End neighborhood have contacted City of Aspen elected officials
and staff regarding concerns about vehicle traffic volume, vehicle speed, and general
pedestrian and bicycle safety in the neighborhood. Staff have met and corresponded with
community members about traffic safety in the West End. Staff have evaluated the
concern in accordance with the City’s Neighborhood Traffic Calming Policy. Additionally,
staff have reviewed traffic data, observed traffic patterns, and reviewed measures that
have been implemented or evaluated over the past several years. The preliminary results
of the traffic calming process evaluation were discussed during the October 2021 City
Council 2022 budget review work sessions, which Council directed staff to contract with
a third-party traffic engineering consultant (Fox Tuttle Transportation Group) to develop
a traffic study for outreach and decision-making support.
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The evaluation of the traffic conditions for the traffic calming policy did not recommend
the installation of additional physical (infrastructure) traffic measures. The
recommendation from the traffic study concludes that any physical traffic measures
installed in the West End neighborhood would significantly impact Main Street traffic
congestion; therefore, staff and Council should implement projects to reduce westbound
Main Street congestion. The evaluation of the traffic calming policy is attached as
Appendix A and the evaluation of the Fox Tuttle Transportation Group (FTTG) traffic
study as it applies to the West End neighborhood is presented in this memo.
TRAFFIC CALMING EVALUATION
The outcome of the West End traffic calming evaluation (Appendix A) did not
recommend the installation of any physical traffic calming or traffic control measures. The
traffic calming process recommended non-infrastructure solutions, such as, radar speed
trailers, community watch programs, and enforcement. These measures were tested in
2021 but did not net durable improvements to traffic congestion or safety in the West End
neighborhood. Since the traffic calming process did not recommend an implementable
solution, Council directed staff to complete a traffic study. The traffic study is described
further below.
WEST END NEIGHBORHOOD TRAFFIC STUDY
As FTTG indicates, the traffic study provides “technical guidance concerning traffic
operations” to “determine if there are effective ways to improve traffic operations and the
quality of life for residents.”
Traffic Operation
Traffic Volume: The FTTG traffic study indicates that “safety concerns are often perceived
by the community when traffic volumes are higher than expected, and drivers can be seen
to take undesirable actions such as rolling through stop signs or not yielding to
pedestrians at intersections.” As indicated in Step 4 of the traffic calming policy
(Appendix A), traffic speed was not above the policy threshold. Additionally, traffic data
and field observations indicate that vehicle speed during the afternoon peak hour traffic
is below the speed limit on congested West End streets. Since traffic volume can be
perceived as a safety concern, a brief discussion about known traffic volume is presented
below.
Traffic volume is measured at the Castle Creek Bridge (Figure 1) and at Cemetery Lane
(Figure 2) by long-term traffic counters. Data from these counters indicate that the
number of vehicles passing by those locations is not increasing and appears to be
trending slightly down, likely due to the multitude of efforts implemented to reduce the
number of passenger vehicles traveling into and out of Aspen each day. These measures,
called traffic demand management measures, have been implemented over the last
couple of decades in response to previous concerns about traffic in the West End
neighborhood and on Main Street/Highway 82.
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Figure 1 – July Average Daily Vehicle Volume – Castle Creek Bridge
Figure 2 – July Average Daily Vehicle Volume – Cemetery Lane Southbound
Roadway Designation: The Castle Creek Bridge, in current function, was installed in 1961
supporting the main arterial entrance into the City of Aspen. However, Power Plant Road
and W. Smuggler are important collector roads “that connect local streets to arterial roads
(Pitkin County traffic code),” As collector roads, these West End streets provide very
valuable emergency ingress and egress as well as the only alternative entrance into the
city if the Castle Creek Bridge becomes damaged or unusable. Therefore, any physical
impediments proposed for these roads would need ensure that emergency ingress and
egress by all vehicles would not be inhibited.
Traffic Patterns: In the traffic study FTTG summarizes the traffic operation on westbound
Main Street/Highway 82 through the S-curves as, “traffic departing the City of Aspen is
congested due to high traffic volumes and several roadway constraints... The capacity of
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this single lane of traffic on the state highway is then further constrained as it makes a
right angle turn north onto N 7th Street and then another right angle turn west onto W .
Hallam Street. These sharp turns significantly impact the speed that traffic can travel
safely and comfortably.”
As a result, the capacity to move traffic through the S-curves is limited to approximately
700 vehicles per hour at which point traffic congestion begins. The traffic study continues,
“To avoid this congestion, some drivers have taken an alternative route by using streets
in Aspen’s West End Neighborhood to exit the City of Aspen” on Power Plant Road. Below
Figure 3 from the traffic study (Appendix B) presents traffic counts and patterns through
the West End neighborhood. It is notable that peak hour vehicle counts at 8th Street and
W. Smuggler Street (600 to 650 vehicles per hour) are 32 percent to 41 percent of the
total peak hour vehicle volume. These counts are indicative of both the elevated traffic
volume in the West End neighborhood and the importance of Power Plant Road to vehicle
mobility in the City of Aspen.
Figure 3 – Traffic Patterns on Main Street and the in the West End Neighborhood
Historical Traffic Calming Measures
A review of recent vehicle congestion revealed traffic calming measures that have been
reviewed, trialed, or implemented in 2006, 2007, 2010, 2012 , and 2019. While not an
exhaustive list, the FTTG traffic study summarizes 19 traffic reduction or calming
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measures implemented, six trialed but not implemented, and four reviewed but not trialed.
See Appendix B for a brief overview of the City of Aspen’s interdepartmental efforts
conducted over approximately the past 15 years.
Assessment of Proposed Traffic Calming Measures
The traffic study “provide(s) guidance on the appropriateness and effectiveness of each
of these potential mitigation strategies to improve safety and quality of life in the West
End neighborhood.” Past resident recommendations included the following actions:
1. Increase number of four-way stops to every intersection in the West End
2. Add speed bumps
3. Install pedestrian crosswalks along West Smuggler Street
4. Enforcement of moving violations (especially for speeding and stop sign violations)
All-Way Stop Control: As mentioned in the traffic calming policy evaluation (Appendix
A), four-way or all-way stop control is a commonly misapplied measure to calm traffic.
Additional stop signs should only be added when warranted per MUTCD requirements.
The traffic study elaborates further by identifying that stop signs are abundant in the West
End neighborhood, which “do not appear to deter drivers from utilizing the roadways to
bypass congestion on Main Street.” FTTG concludes, “Residents living in the West End
would perceive improved safety benefit only if driver behavior were significantly changed,
and we would not expect this to occur.” Staff do not recommend all-way stop control
unless specific changes in pedestrian or traffic patterns might meet MUTCD criteria to
warrant them.
Speed Bumps or Speed Humps: In accordance with the results of the Neighborhood
Traffic Calming Policy evaluation (Appendix A), speed was not found to be greater than
the threshold to apply speed control traffic calming measures. In addition , the traffic study
(Appendix B) states there are some “negative considerations associated with speed
mitigation, such as reduced emergency response times and increased roadway noise,
potential diversion of traffic to other residential streets.” Staff do not recommend additional
speed mitigation measures because “given the congestion that exists on Main Street/SH
82 and the lack of excessive speeding in the neighborhood, it is unlikely that speed
mitigation would be an effective tool for moving traffic away from West End streets,” as
FTTG concludes.
Marked Crosswalks: Crosswalks, like the all-way stop control discussion above, “should
not be used indiscriminately. An engineering study should be performed before a
crosswalk is installed…” in accordance with MUTCD guidelines. The traffic study also
indicates that the use of crosswalks on West End streets is unlikely to discourage drivers
from using the neighborhood to avoid Main Street/Highway 82 congestion. Staff
recommends further outreach with the residents of the West End to identify specific
intersections where the community believes high pedestrian volumes may warrant an
MUTCD study to support crosswalk installation.
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Enforcement: As discussed in the Neighborhood Traffic Calming Policy evaluation
(Appendix A), increasing enforcement is not a long-lasting traffic calming measure.
Compliance is only improved when police are present, and it is not feasible to have
enforcement in an area on a continuous basis. Additionally, the City of Aspen Police
Department has indicated that they have more limited resources during the summer of
2022 than normal to enforce moving violations. FTTG also indicate that additional
enforcement is unlikely to change traffic volume in the West End neighborhood. However,
staff recommend continued communication with the Police Department to target specific
safety concerns where identified and when resources are available.
Analysis Following Successful Traffic Volume Mitigation
The traffic study reviewed traffic operation to understand the impacts to Main
Street/Highway 82 in the case of limiting or impeding vehicle use on Power Plant Road .
FTTG used traffic modeling software to estimate the change in congestion on Main Street
during the peak season and peak hour (i.e. rush hour).
A map of traffic congestion, if traffic was reduced on Power Plant Road, is shown in
Figure 4. The traffic model indicates that modifications to reduce traffic on Power Plant
Road will consequently impact Main Street. The additional congestion on Main Street
would not limit vehicles within the West End neighborhood and would create unsafe
conditions as vehicles navigate around the congestion.
Figure 4 – Traffic Congestion Model and Traffic Patterns Map during Peak Season
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As stated in the traffic study, “There would be several cascading impacts of this additional
congestion and queuing. It is likely that the impacts along W Main Street would result in
corresponding queue and congestion along the north-south numbered streets which
intersect... The combination of Main Street and side street queuing would likely result in
drivers using streets parallel to W Main Street to enter the queue as far west as possible.
This could result in traffic moving back into some of the southern West End neighborhood
streets to avoid W Main Street congestion. It would also make it very difficult for people
living in the West End neighborhood to access the downtown during this time period.”
Restriction measures that could significantly alter traffic patterns such as diversions,
barriers, or closures would likely have the detrimental effect of crippling traffic congestion
on Main Street, which could inadvertently incentivize drivers to use the West End streets
to get around the back up. Additionally, traffic congestion would likely last longer each
day, cause gridlock, and drastically increase emergency response times.
Potential Next Steps
As described in Appendix A, the installation of physical traffic calming measures such as
speed bumps or speed humps, or misapplied traffic devices such as stop signs or reduced
speed limits will not likely reduce traffic volume reduction in the West End neighborhood.
Any restriction measures successful at keeping vehicles on Main Street are estimated to
cause severe traffic congestion and would have negative repercussions to the
community. Therefore, staff do not recommend further actions to install physical traffic
calming measures on West End streets. Stop signs and crosswalks are not considered
traffic calming measures and could be installed only where warranted per MUTCD.
The traffic study (Appendix B) recommends that the City of Aspen focus resources on
actions to decrease congestion on westbound Main Street. These actions could be
capacity or efficiency improvements for Main Street/Highway 82 or they could be
transportation demand management actions to decrease demand. At the direction of
Council, staff have implemented many transportation demand management actions and
have a robust program in place to implement additional actions when applicable.
The traffic study’s recommended next steps are much larger in scope and consequence
than the traffic calming measures considered in the sections above. Staff recommend
developing interim conceptual projects to enhance outbound Main Street/Highway 82
capacity and continue to develop a plan to improve transportation at the Entrance to
Aspen to reduce the traffic demand in the West End neighborhood. However, Council
may direct staff to do any of the following:
- Develop physical traffic calming measures for the neighborhood that could shift
traffic patterns back to Main St.
- Focus staff resources on existing traffic related projects such as the Entrance to
Aspen, parking improvements, and the bicycle and pedestrian master plan to
manage traffic and safety in Aspen.
- Develop conceptual projects as recommended in the traffic study that focus
on decreasing congestion on westbound Main Street/Highway 82.
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With Council direction, staff will conduct community outreach about the next steps. Any
conceptual project would be developed in conjunction with community feedback to be
able to provide Council with information about potential project goals, outcomes, budgets,
resources, timelines, and community support.
Conclusions
Residents of the West End neighborhood and other community members have expressed
concern for safety and traffic volume in the West End neighborhood. Staff evaluated the
issue in accordance with the Neighborhood Traffic Calming Policy, which did not
recommend the installation of physical traffic calming measures.
The results of the traffic study indicate that the resident requested measures would not
likely have the desired outcome and any physical traffic control measures that shifted
traffic away from the West End neighborhood would likely result in Main Street congestion
that extends several blocks further than the existing conditions. Staff recommend interim
actions to improve the outbound capacity of Main Steet and continue to focus on long-
term transportation projects such as the Entrance to Aspen.
Council may direct staff to do any of the following:
- Develop physical traffic calming measures for the neighborhood that could
shift traffic patterns back to Main St.
- Focus staff resources on existing traffic related projects such as the
Entrance to Aspen, parking improvements, and the bicycle and pedestrian
master plan to manage traffic and safety in Aspen.
- Develop conceptual projects as recommended in the traffic study that focus on
decreasing congestion on westbound Main Street/Highway 82. Staff would revisit
these developed concepts at Council direction and return for discussion.
APPENDIX A – City of Aspen West End Neighborhood Traffic Calming Policy Evaluation
APPENDIX B – Fox Tuttle Transportation Group’s West End Neighborhood Traffic Study
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Appendix A
City of Aspen West End
Neighborhood Traffic
Calming Policy Evaluation
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WEST END NEIGHBORHOOD TRAFFIC CALMING EVALUATION
TRAFFIC CALMING PROCESS
The City of Aspen’s Neighborhood Traffic Calming Policy is part of the City’s commitment
to the safety and livability of residential neighborhoods. Under this policy, City staff
collaborates closely with residents within neighborhoods to identify the motor vehicle
speed issues on public streets. In general, identified issues are first tackled using non-
infrastructure solutions such as education campaigns and community watches. If non -
infrastructure measures prove ineffective in dealing with the issue, a variety of
infrastructure-based traffic calming measures are available. Citizen participation is an
important part of all traffic calming projects.
The Neighborhood Traffic Calming Policy provides a roadmap for traffic calming measure
implementation. The objective of the Neighborhood Traffic Calming Policy is to:
• Define a process for addressing traffic and speeding concerns
• Provide a basis for prioritizing traffic calming requests
• Educate the public regarding traffic calming
• Encourage citizen and neighborhood involvement in traffic calming programs
• Slow the speeds of motor vehicles where speeds are indicated above the threshold
• Improve the real and perceived safety for non -motorized users of the street
• Incorporate the preference and requirements of the people using the area
• Allocate funds effectively
The traffic calming process discussed in this memo is a stepwise progression, as
indicated in the flow chart below (Figure 1), to implement traffic calming measures where
applicable and supported by the community and City Council.
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Figure 1 – Traffic Calming Measure Implementation Process.
Commonly Requested Traffic Devices Used as Calming Measures:
Enforcement: Increasing enforcement is not a long-lasting traffic calming measure.
Compliance is only improved when police are present, and it is not feasible to have
enforcement in an area on a continuous basis.
Speed Limit Reduction and Signs: Engineering studies show that speed limit do not
influence driver speeds. Research indicates that a reasonable driver will drive the speed
suggested by roadway and traffic conditions, regardless of the posted speed limit. A
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speed limit that is unrealistic invites the majority of drivers to disregard posted speeds,
thereby decreasing safety.
Stop Signs: While implementation of a stop signs seems like an inexpensive way to
reduce vehicle speeds, but what appears to be a perfect solution can create a less
desirable situation. When stop signs are used as “nuisances” or “speed breakers,” a high
incidence of drivers intentionally violate the stop. When vehicles do stop, the speed
reduction is effective only in the immediate area of the stop sign as a substantial
percentage of motorists then increase their speed to make up for perceived lost time. This
results in increased mid-block speeds and a decrease in overall safety. To improve safety,
stop signs should only be used at intersections where traffic volumes or accidents require
their installation, which is determined by completing a warrant study. Stop sign warrants
must meet Manual on Uniform Traffic Control Devices (MUTCD) criteria before a stop
sign can be installed.
Traffic Calming Policy Results:
Step 1 – Report the Issue: The residents of the West End and other community members
have reported the issue.
Step 2 - Initial Evaluation: The Engineering Department performed an initial evaluation of
the traffic issue. The issue as reported and supported by a review of traffic data and field
observations indicated that the speeding threshold and traffic calming criteria qualifies for
additional inspection and evaluation (i.e., the next steps of the policy).
Step 3 - Inspection and Data Collection: Staff visually inspected W. Smuggler Street and
other West End streets. Additionally, traffic volume and speed data were collected during
the summer of 2021 (Table 2). Additional speed data throughout the West End streets
from 2014 to 2021 have been aggregated in the Fox Tuttle Transportation Group’s West
End Neighborhood Traffic Study (Appendix B). Step 4 requires a count of accident data
over the past 12 months, so from June 2020 to June 2021 two accidents stemming from
failure to stop at stop signs were documented.
Table 2 – 2021 Speed and Traffic Count Data
Street Location Start
Date
End
Date
Posted
Speed
MPH
85th
Percentile
MPH
Total
vehicle
s
Vehicle
s/day
W. Smuggler
St.
Westbound
Between 4th
and 5th
Streets
6/9/21 6/16/21 20 23 5075 725
63
W. Smuggler
St.
Westbound
At 4th St.
Intersection1
7/28/2
1
8/4/21 20 25 7419 1060
1 Data was collected before a stop sign was installed at this intersection
Step 4 - Evaluation:
For traffic speed to exceed the threshold in accordance with national standards, the 85th
percentile speed must be greater than five miles per hour over the speed limit. It was
determined based on speed data collection and review of recent historical speed data
(2014 to 2021) that the 85th percentile for all West End streets did not exceed the
speeding threshold (Appendix B). However, this does not mean that speeding does not
occur but does mean that speeding is not the primary issue to act upon. Some key
westbound or northbound speed data is summarized in Table 3 below.
Table 3 – Speed Threshold Evaluation
Street Name 85th Percentile Speed
W. Smuggler St. - 20211 25 Miles per Hour
W. Francis St - 2015 20 Miles per Hour
N. 6th St. - 2015 21 Miles per Hour
W. Hallam St – 2017 24 Miles per Hour
1 Data was collected before a stop sign was installed at the 4 th Street and Smuggler intersection
but after a pedestrian walkway was installed on 4th Street in 2019.
The traffic calming threshold is exceeded when the six criteria are scored and receives a
total ranking of greater than 50 according to the following ranking table (Table 4):
Table 4 – Traffic Calming Threshold Ranking Table
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Table 5 – Traffic Calming Threshold Evaluation - Smuggler Road at 4th Street
Criteria Points Basis Point Assignment
Speed Data (48 hour) 5 Extent by which the 85th percentile speed
exceeds the posted speed limit (1 point per 1
mph from 15-25 mph, 5 points per 1mph >
25 mph)
Volume Data (48 hour) 20 Average daily traffic volumes (10 point per
100 vehicles). Max of 20 points.
Accident Data (12 month) 40 – Two
failures to
stop at
Stop Sign
Accidents
Accident caused by speeding (20 points per
accident). Accident caused by stop sign
violations should be identified.
Proximity to Schools or
other active public venues
0 20 points assigned if within 300 feet of a
school or other public venue such as a park
or other areas where people congregate
Pedestrian Crossing,
Bicycle Routes, &
proximity to high
pedestrian areas
0 20 points assigned based on commercial
areas, trail connections and other high
pedestrian areas
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No Sidewalks 20 20 points assigned is there is no continuous
sidewalk either side of the road
Total Points 85 points Minimum points needed = 50
The evaluation determined that the traffic calming threshold was triggered however the
speeding threshold was not triggered.
Step 5 – Non-Infrastructure Solution Testing: Possible solutions that do not involve the
use of physical controls or impediments are evaluated below. These are primarily
education-based or short-term measures.
• Radar Speed Trailer Deployment — This is a temporary device primarily used to
educate motorists regarding the fact that they may be significantly exceeding the
posted speed limit. Upon request in summer of 2021, radar equipment was
deployed to the west end to serve as a temporary traffic calming tool. The radar
equipment is only operational and effective in locations with the correct
infrastructure to accommodate proper radar placement and provided limited
benefit to the community over the summer of 2021 and would likely have limited to
no impact on traffic volume.
• Community Watch Program — The community was asked to report traffic
infractions to the Police department. This promotes education and enforcement on
an as-needed basis. The results of this program were as follows: In 2021, the
Aspen Police Department responded to 306 traffic related complaints in the city.
Of those requests, 13 were in the area of the West End neighborhood.
• Increase Enforcement – Although not recommended for long-term traffic calming,
increased enforcement was deployed in the West End. This included strategic
placement of police patrol and community response officers in areas of concern
during times of peak traffic volumes. Officers were scheduled to do this daily, as
calls for service and emergency response allowed. We estimate that officers were
in place a minimum of three days a week through the heavy traffic period of the
summer of 2021. During 2022, the City of Aspen Police Department has indicated
that a staffing deficit has limited the ability to increase enforcement exemplifying
the limitations of using enforcement as a long-term traffic calming solution.
Step 6 – Outreach: Based on the data collected and evaluated above, the speeding
threshold was not triggered. As a result, according to the Neighborhood Traffic Calming
Policy, the West End traffic issue would not qualify for additional traffic calming measures
that would require physical controls or impediments. However, based on Council
feedback from the 2022 Budget meetings, staff varied from the policy and proceeded with
Step 6 as part of the Engineering Department’s 2022 workplan. To support outreach and
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decision making, staff contracted with a third-party traffic engineering consultant to
develop a traffic study as part of Step 7, described further below.
Step 7: Fox Tuttle Transportation Group (FTTG) developed a formal traffic study
(Appendix B) to support decision making and community outreach by exploring the
following topics about traffic volume, speed, and traffic calming in the West End
neighborhood:
• Existing traffic operation in the West End neighborhood
• Historical traffic calming efforts
• An assessment of potential traffic calming measures
• An assessment of traffic operations following implementation of
successful traffic calming measures
• Potential next steps
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Appendix B
City of Aspen West End
Neighborhood Traffic Study
68
Date: June 28, 2022
Submitted To:
Scott Wenning
City of Aspen Project Manager
427 Rio Grande Place
Aspen, CO 81611
Submitted By:
Fox Tuttle Transportation Group, LLC
1624 Market Street, Suite 202
Denver, CO 80202
City of Aspen
West End Neighborhood
Traffic Study
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Table of Contents - West End Neighborhood Traffic Study
Section Page
Introduction 1
Background 2
Traffic in the West End Neighborhood 4
Speed and Safety on West End Streets 8
Analysis 8
Evaluation of Potential Mitigation on West End Streets 10
All-Way Stop Control 11
Marked Crosswalks at Intersections 12
Speed Humps or Other Traffic Calming Measures 14
Targeted Police Enforcement/Photo Enforcement 15
Conclusions and Potential Next Steps 17
Figures and Tables Page
Figure 1 – Traffic Patterns 7
Appendices Page
Figure 1 – 2015 Aspen SH 82 multi-use path evaluation 20
Figure 1 – 2019 Hallam Street NH bikeway project 21
HCM analysis worksheet of SH 82 and Cemetery Lane intersection 26
-Source: 2021 Upper Valley Transit Enhancement Study
Vissim analysis summary of SH 82 and Cemetery Lane; and Main Street and 7th Street 27
-Source: 2021 Upper Valley Transit Enhancement Study
Summary of speed data collected by the City of Aspen in the West End Neighborhood 28
HCM Syncro Analyses at SH 82 and Cemetery Lane (showing vehicle queue estimates)
-Estimated Existing Conditions 29
- Estimated Future Conditions with +300 vehicles per hour on W Main Street 30
-Estimated Future Conditions with +600 vehicles per hour on W Main Street 31
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1624 Market Street | Suite 202 | Denver, CO 80202
Phone: 303.652.3571 | www.FoxTuttle.com
June 28, 2022
Scott Wenning
Project Manager
City of Aspen
427 Rio Grande Place
Aspen, CO 81611
RE: City of Aspen – West End Neighborhood Traffic Study
Dear Scott:
The Fox Tuttle Transportation Group (Fox Tuttle) has prepared this Traffic Study to provide
preliminary technical guidance concerning traffic operations within the West End Neighborhood
in Aspen. From our conversations with city staff, there is a desire to understand traffic operations
in the West End Neighborhood and to determine if there are effective ways to improve traffic
operations and the quality of life for residents on these streets. Fox Tuttle has undertaken this
work effort with this goal in mind.
The analyses and considerations in this report have been developed using existing information
from prior counts and studies provided by City staff and are limited by the availability of this data.
Fox Tuttle intends for this report to provide the following information:
•A description of how traffic operates in the West End Neighborhood, including an
estimation of the afternoon peak traffic that uses West End streets to access Power Plant
Road and Cemetery Lane to avoid congestion on W Main Street.
•An assessment of the impacts of taking successful actions to redirect traffic out of the West
End neighborhood and back onto Main Street, and what that might mean to operations on
W Main Street.
•As assessment of potential enhancements, mitigation measures and activities which have
been identified by the city and the community for potential implementation in the West
End neighborhood.
•Potential next steps the City of Aspen might consider regarding these issues.
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City of Aspen – West End Neighborhood Traffic Study
June 28, 2022
Background
People living on these residential streets, particularly during the summer experience a much
higher traffic volume during the afternoon peak period then at other times of the day. Residents
of the West End have contacted the City of Aspen regarding concerns about traffic and speeding.
Based on meetings with representatives of the West End Residents along with field observations,
city staff believes these concerns fall within the City’s Neighborhood Traffic Calming Policy.
Under the Neighborhood Traffic Calming Policy, City staff works closely with residents to identify
speeding issues on their streets. In general, identified issues are first tackled using non-
infrastructure solutions such as educational campaigns and community watches. If non-
infrastructure measures prove ineffective in dealing with the issue, a variety of infrastructure-
based traffic calming measures are available. As part of the Neighborhood Traffic Calming Policy,
a formal traffic study is to be conducted to evaluate the need for additional traffic calming
measures.
A number of traffic calming, and traffic reduction measures have already been implemented in
the West End neighborhood. In addition, numerous measures have been attempted and/or
vetted by various City of Aspen departments over the years. The lists below are intended to
provide the reader with a brief overview of many years’ worth of City of Aspen interdepartmental
efforts.
West End Traffic Reduction/Calming Measures Currently in Place
•Bollards placed at W Bleeker Street, W Hallam Street and the alley in between (these were
made permanent in 2010)
•Free bus service between the City of Aspen and the Brush Creek Intercept lot (which led
to free service currently in place between the City of Aspen and Snowmass Village)
•Seasonal closure of right turns from S 7th Street to W Main Street
•Funding of a portion of Aspen Music Festival shuttle service
•Funding of the Cross Town Shuttle transit route
•Funding of additional Cross Town Shuttle service hours during late-night events
•Frequent coordination with Aspen Music Festival, Jazz Aspen Snowmass and the Aspen
Institute in regard to summer events
•Provision of alternative transportation grants to the Aspen Meadows and Aspen Music
Festival via the Transportation Options Program
•Development of robust traffic reduction program related to temporary campus relocation
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City of Aspen – West End Neighborhood Traffic Study
June 28, 2022 Page 3
•Frequent traffic patrol undertaken by the City of Aspen Police Department
•Frequent speed surveys undertaken by City of Aspen Police and Engineering Departments
to document speeding conditions in the neighborhood
•Parking enforcement presence during large events
•Driveway protection kits issued to residents upon request
•N Monarch Street and E Bleeker Street intersection sightline improvements (implemented
in 2012)
•Music School Traffic Control (begun in 2012)
•Parking charges and enforcement to limit commuter parking
•Additional West End stop signs implemented as warranted per MUTCD
•20 mph city wide speed limit (adopted in 2013)
•N 4th Street Pedestrian Walkway (implemented in 2019)
West End Traffic Reduction/Calming Measures Previously Attempted
•Free 15-minute service between the City of Aspen and the Brush Creek Park & Ride
(attempted in 2007)
•All left turn movements restricted at the Power Plant Road and Cemetery Lane intersection
(attempted in 2009)
•Left turns restricted from Power Plant Road onto Cemetery Lane (attempted in 2010 and
suspended due to safety concerns)
•Stay on Main messaging (attempted in 2010 and 2011)
•Bollards placed along W Smuggler Street (attempted in 2012)
•Additional Police presence and Parking enforcement (attempted in 2012 and 2021)
West End Traffic Reduction/Calming Measures Reviewed but Not Implemented
Temporary speed bumps on W Smuggler Street – this treatment was not implemented
due to potential damage to the roadway, insufficient neighborhood support (2013
survey) and vehicle speeds below the threshold to trigger speed reduction measures
Permanent Main Street signage – this treatment was not implemented due to an
abundance of existing signage
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City of Aspen – West End Neighborhood Traffic Study
June 28, 2022 Page 4
Roaming road closures – this treatment was not implemented due to safety and staffing
concerns
Additional stop signs – this treatment was not implemented due to an abundance of stop
signs in the area already and additional locations not meeting MUTCD warrants
These lists show that the City of Aspen has evaluated, implemented and attempted numerous
measures to mitigate traffic concerns in the West End neighborhood.
Traffic in the West End Neighborhood
The congestion that exists on W Main Street/State Highway (SH) 82 in the afternoon peak period,
during the peak summer months, has been well documented in numerous studies (most recently
in the State Highway 82 Upper Valley Transit Enhancement Study performed by Mead and Hunt
for Pitkin County in 2021).
In the afternoon, traffic departing the City of Aspen is congested due to high traffic volumes and
several roadway constraints. Traffic westbound on W Main Street is traveling in two westbound
lanes until a point just west of the intersection with N 5th Street/S 5th Street where the traffic
merges from two lanes into one. This merge condition is the first significant roadway constraint
contributing to westbound congestion on the W Main Street/SH 82 corridor. The capacity of this
single lane of traffic on the state highway is then further constrained as it makes a right angle turn
north onto N 7th Street and then another right angle turn west onto W Hallam Street. These sharp
turns significantly impact the speed that traffic can travel safely and comfortably. As a result, the
capacity to move traffic in this section is reduced and more congestion occurs.
Traffic on the state highway (W Hallam Street at this point) then passes through the Cemetery
Lane signalized intersection. The traffic signal and the portion of red-light time experienced by
westbound traffic creates some delay, but more congestion occurs at this intersection as traffic
from southbound Cemetery Lane, turning right onto the highway, merges into W Hallam Street
traffic just west of the intersection.
Further west of the signalized intersection, the single westbound lane expands to two lanes as it
enters the Maroon Creek/Castle Creek roundabout, however, it drops back down to one lane on
the west side of the roundabout and congestion from this merge backs up into the roundabout
and back along the state highway. The combination of all of these points of conflict and associated
congestion generates the long queues and delays on W Main Street/SH 82 in the PM peak as
people are leaving the City of Aspen. Photo 1 shows some of the westbound congestion on W
Main Street, approaching the intersection with N 7th Street.
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Photo 1: Westbound W Main Street traffic approaching the N 7th Street intersection during PM peak conditions
To avoid this congestion, some drivers have taken an alternative route by using streets in Aspen’s
West End Neighborhood to exit the City of Aspen. Numerous West end streets experience this
traffic including, from north to south, W North Street, W Smuggler Street, W Francis Street, W
Hallam Street, and W Bleeker Street. This traffic all travels to and passes through the intersection
of N 7th Street and W Smuggler Street, heading westbound. At this point, some of this traffic turns
left onto N 8th Street and rejoins the state highway at the intersection with W Hallam Street/SH
82.The remainder of this traffic continues west on W Smuggler Street until it turns into Power
Plant Road and then eventually forms a T-intersection with Cemetery Lane. At this intersection,
traffic either heads south and back to the highway at the SH 82 and Cemetery Lane traffic signal;
or heads north and travels along Cemetery Lane, eventually becoming McLain Flats Road (County
Road 19) to rejoin SH 82 farther down valley. Figure 1 provides a graphical detail of these travel
patterns, both on the state highway and through the West End Neighborhood.
Traffic counts taken as part of the Hallam Street Neighborhood Bikeway Study (Fox Tuttle
Hernandez, 2019) on W Smuggler Street, W Francis Street, W Hallam Street and W Bleeker Street,
show that more than 1,400 vehicles are traveling westbound on these four West End roadways
between 4pm and 6pm at the peak of summer. The traffic during these two hours accounts for
more than 50% of all the traffic that travels westbound on those streets throughout the whole
day. Photo 2 documents congestion on W Smuggler Street heading out of the city.
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Fox Tuttle has used traffic data from both the Hallam Street Neighborhood Bikeway Study (2019)
and the SH 82 Multi-Use Path Evaluation Study (2015) to estimate the amount of traffic using
these West End Neighborhood streets as alternative routes out of the city during the afternoon
peak congestion. Graphics providing the traffic counts used in this assessment can be found in
the appendices of this report.
Photo 2: Westbound Smugglers Street heading towards Power Plant Road during PM peak conditions
Fox Tuttle reviewed the peak hour turning movement counts taken at the intersections of N 8th
Street and W Hallam Street; Power Plant Road and Cemetery Lane; and SH-82 and Cemetery Lane,
which were obtained in 2015 as part of the SH 82 Multi-Use Path Evaluation Study. These counts
provide information used to estimate the volume of traffic traveling through the neighborhood
and how it disperses to the larger transportation system. PM peak hour counts at these
intersections suggest that approximately 600 to 650 vehicles depart the West End neighborhood
and approach the N 8th Street and W Smuggler Street intersection during the PM peak hour.
Approximately 100 to 150 of these vehicles turn down N 8th Street and rejoin SH 82 at the next
intersection. The remaining vehicles continue west to where W Smuggler Street becomes Power
Plant Road and travel to the intersection of Power Plant Road and Cemetery Lane where less than
half of the traffic then turns south and rejoins SH-82 at the traffic signal. The remaining traffic
heads north on Cemetery Lane and McClain Flats (County Road 19).
This evaluation provides only a rough estimate of the amount of traffic passing through the West
End neighborhood as it exits the city in the PM peak hour, during the summer peak period. Fox
Tuttle believes the value of these estimates is in providing a sense of scale for how much traffic
passes through the West End, compared to how much traffic stays on W Main Street/SH 82 during
this time period. It is approximately one third (Neighborhood) and two-thirds (State Highway).
76
ESTIMATED PM PEAK HOUR TRAFFIC VOLUME
TRAFFIC USING MAIN STREET
TRAFFIC USING WEST END STREETS
Width of lines are relatively proportional to the traffic volumes.
*Traffic using west end streets will ultimately join Smuggler at or
before 7th Street.
LEGEND
1,000-1,250
600-650
XXX
250-300
200-250
240
110
160
200
*See n
o
t
e
FT Project #Original Scale Date Drawn by Figure #
T r a n s p o r o puG rnoiatt
FOX TUTTLE
21074 NTS 2/28/22 MAR 1
ASPEN WEST END TRAFFIC STUDY
TRAFFIC PATTERNS ON MAIN STREET/SH 82 AND IN THE WEST END NEIGHBORHOOD
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City of Aspen – West End Neighborhood Traffic Study
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Speed and Safety on West End Streets
The City of Aspen has collected, and Fox Tuttle has reviewed 41 pieces of speed data on West End
neighborhood streets obtained between 2014 and 2021. A summation of this data is provided in
the appendices. The data showed travel speeds having an 85th Percentile speed close to the speed
limit in many cases and in all cases having an 85th Percentile speed of 25 mph or less. This means
those streets do not qualify for additional traffic calming measures that would require physical
controls or impediments through the City of Aspen’s Neighborhood Traffic Calming Policy.
However, based on feedback from Aspen’s City Council at their 2022 budget meetings, City of
Aspen staff have decided to proceed with a traffic study for the West End neighborhood
which includes evaluation of physical controls and/or impediments.
Fox Tuttle reviewed approximately seven years of crash data for the West End neighborhood area
available on the City of Aspen’s website. Crashes were tallied on the West End neighborhood
intersections from W Bleeker Street to W North Street and from N 7th Street to N 2nd Street as
these intersections see the greatest amount of non-resident traffic during the afternoon peak.
Crashes occurring in each of these intersections over this seven-year time frame varied from 0
crashes to 5 crashes and in all cases showed a crash rate of less than one crash per year. This
review of crashes does not initially indicate a definable crash trend to target with
safety mitigation, but a more detailed analysis could be performed. Safety concerns are
often perceived by the community when traffic volumes are higher than expected, and drivers
can be seen to take undesirable actions such as rolling through stop signs or not yielding to
pedestrians at intersections. It is understandable that residents in the West End
perceive that traffic operations on their streets are unsafe despite the small number of crashes
that have occurred.
Analysis
The level of congestion on W Main Street/SH-82 during the afternoon peak hour over the peak
summer months has been well documented in prior studies. Traffic counts for W Main Street/
SH-82 were obtained from the State Highway 82 Upper Valley Transit Enhancement Study
performed by Pitkin County (2021), and the SH 82 Multi-use Path Evaluation study (2015).
These counts suggest that during the PM peak hour (time period with the highest congestion),
the amount of westbound traffic on SH-82/W Main Street is between 1,000 and 1,250 vehicles
per hour at the SH-82 and Cemetery Lane traffic signal and closer to 1,000 vehicles per hour on
W Main Street between N 7th Street and N 8th Street.
If the City of Aspen closed the west end of Power Plant Road and required drivers currently using
the West End neighborhood roadways to instead use Main Street/SH 82, then the traffic volumes
during the PM peak period and the associated congestion and queuing would increase
significantly.
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As previously noted, there are several factors that influence congestion and queuing along W Main
Street/SH-82 during the PM peak. As a result of these factors, the facility is operating at capacity
and excess traffic generates the congestion and queuing. If additional traffic were added onto W
Main Street/SH-82 during this time period, each additional vehicle would compound the
congestion and queue. To illustrate this effect, Fox Tuttle has performed a high-level evaluation
using HCM Syncro software. This evaluation seeks to model existing peak hour queue impacts
and the potential for increased queuing with additional traffic. Fox Tuttle modelled two potential
future scenarios, one with approximately half of the traffic passing through the West End
Neighborhood (+300 peak hour vehicles) and another with all of the traffic on W Main Street
instead of the neighborhood (+600 peak hour vehicles). In each case these volumes were added
to the existing PM peak conditions analysis for westbound W Main Street.
In the existing conditions model, the 50th percentile queue from the Cemetery Lane signal
for the westbound direction was calculated to extend to 4th Street and the 95th percentile
queue1 was estimated to extend to Garmisch Street. This analysis is based on a snapshot of data
taken from other studies and provides estimates which are expected to vary each day or any
time during the PM peak. The value of this baseline estimate is to compare existing conditions to
potential future scenarios with increased traffic, congestion and queuing to provide a sense of
scale associated with the likely impact. The technical analysis is conservative because it
models only the congestion from the traffic signal at Cemetery Lane and doesn’t include all the
congestion caused by the S-Curve through N 7th Street and the lane drop that occurs in the 300
block of westbound W Main Street.
The HCM Syncro analyses estimate that if only half of the west end pass through traffic in the PM
peak hour were traveling on W Main Street instead, then the 50th pe rcentile queue would increase
by approximately 45%, with close to 400 additional feet of queuing just from the traffic signal
alone. Similar lengths of queue increase would occur for the 95th percentile queue as well. The
Syncro analyses estimate that if all of the pass-through traffic were to divert back to W Main
Street, then the 50th percentile queue would increase by approximately 75%, with close to 800
feet of additional queuing just from the traffic signal alone. Summaries of the analyses for existing
conditions and both alternative scenarios are provided in the Appendices of this report.
In discussions with City of Aspen staff, the PM peak hour congestion on W Main Street often backs
up past 4th Street and will sometimes back up as far as S Garmisch Street. In considering the
previous queue analysis and recognizing that it only represents one element of the capacity
constraints along W Main Street/SH-82, Fox Tuttle estimates that the impacts of significantly more
traffic on W Main Street during the PM peak hour (either scenario outlined above) would result
1 It should be noted that the 95th percentile queue length is a theoretical queue that is 1.65 standard deviations above the
average queue length. In theory, the 95th percentile queue would be exceeded 5% of the time based on the average queue
length, but it is also possible that a queue this long may not occur.
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in queues backing much deeper in the downtown for longer periods of time. This would result
in significantly increased travel delays with associated impacts to air pollution, greenhouse gas
effects, impacts to emergency response and travel time for transit service. It is reasonable to
assume that queuing would back to between Monarch Street and S Hunter Street,
depending on how much of the West End neighborhood pass-through traffic returned to W Main
Street. There would be several cascading impacts of this additional congestion and queuing. It is
likely that the impacts along W Main Street would result in corresponding queue and congestion
along the north-south numbered streets which intersect. Drivers would have a difficult time
accessing W Main Street and the downtown during this time period. The combination of main
street and side street queuing would likely result in drivers using streets parallel to W Main Street
to enter the queue as far west as possible. This could result in traffic moving back into some of
the southern West End neighborhood streets to avoid W Main Street congestion. It would also
make it very difficult for people living in the West End neighborhood to access the downtown
during this time period.
These conclusions are based on a high-level analysis of one element of the capacity constraints in
the W Main Street/SH-82 corridor. A more detailed analysis could be performed to develop more
precise queue and delay predictions for either or both of these additional traffic scenarios.
However, Fox Tuttle does not believe this more robust analysis would yield a different set of
conclusions. Moving West End neighborhood pass through traffic to the W Main Street/SH-82
corridor during the PM peak, coupled with the existing congestion and queuing on W Main Street,
would create significant and undesirable operational impacts to the City of Aspen.
Evaluation of Potential Mitigation on West End Streets
In response to the impacts of traffic on their streets, residents living in the West End neighborhood
have contacted the City of Aspen with their concerns and have requested mitigation. The website
“Make the West End Safer” details these concerns and can be found at this link:
https://www.westendpedestriansafetygroup.org/. Several mitigation ideas have been
suggested by neighbors and the following is a summary from the website:
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Fox Tuttle has been asked to provide guidance on the appropriateness and effectiveness of each
of these potential mitigation strategies to improve safety and quality of life in the West End
neighborhood.
All-Way Stop Control
A common request for traffic mitigation on residential streets is the use of stop signs to control
traffic at intersections. Stop signs are present on most of the east-west streets in the West End
neighborhood currently (either two-way or four-way stop control). A review of all intersections
on W Smuggler Street, W Francis Street, W Hallam Street and W Bleeker Street between N 2nd
Street and N 6th Street shows that only 3 of these 20 intersections do not have stop signs for east-
west traffic. The presence of these stop signs does not appear to deter drivers from utilizing the
West End Neighborhood roadways to bypass congestion on W Main Street/SH 82. Photo 3 shows
an existing all-way stop installed at the intersection of Smuggler Street and 5th Street.
Photo 3: Image of multi-way stop control at the intersection of N 5th Street and W Smuggler Street
The Manual on Uniform Traffic Control Devices (MUTCD) published by the Federal Highway
Administration (FHWA) provides a framework for evaluating different traffic control devices,
including the applicability of four-way stop control at an intersection. This section of the MUTCD
states: “Multi-way stop control can be useful as a safety measure at intersections if certain traffic
conditions exist. Safety concerns associated with multi-way stops include pedestrians, bicyclists
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and all road users expecting other road users to stop. Multi-way stop control is used where the
volume of traffic on the intersecting roads is approximately equal”.
The MUTCD states that the decision to install multi-way stop control should be based on an
engineering study for the intersection and goes on to provide several criteria which should be
considered in that engineering study. In summary, the engineering study and associated criteria
support use of multi-way stop control where traffic volumes are:
•Relatively high in all directions (200+ vehicles, pedestrians, and bicyclists per hour for any
8 hours of the day); and
•Relatively balanced on each of the intersecting roadways
The balanced traffic scenario encourages drivers on the higher volume street to comply with the
stop sign since there would be an expectation that conflicting traffic (bicycle, pedestrian or motor
vehicle) would be present on the side street when they approach the intersection. In addition to
these two criteria, the following characteristics or operations should be considered: high side
street delay; a significant crash history; issues with sight distance; and a high likelihood for conflict
with pedestrians.
If the intent for using all-way stop control in the West End neighborhood is to either change driver
behavior so that it is safer and/or to discourage drivers from using West End streets to exit the
city, then it is unlikely that expanded use of stop signs will yield either of these results. Stop signs
are already present in the east-west direction for most West End intersections and additional stop
signs are unlikely to provide significant benefit. Fox Tuttle’s review of crash history in the
neighborhood did not initially suggest any locations that would meet MUTCD warrants and thus
benefit from additional stop signs. Residents living in the West End would perceive improved
safety benefit only if driver behavior were significantly changed, and we would not expect this to
occur.
Recommendation: If the City of Aspen is interested in expanded use of stop signs in the West End
neighborhood, then it would be our recommendation that an engineering study be performed
according to MUTCD requirements for each location to determine if installation of stop signs is
warranted and beneficial.
Marked Crosswalks at Intersections
Signed and marked crosswalks can be an effective tool to warn drivers of the potential for conflict
with pedestrians and are typically installed where consistent pedestrian crossings are either
present or expected to occur. The MUTCD states the following about the use of crosswalks:
“Crosswalk lines should not be used indiscriminately. An engineering study should be performed
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before a marked crosswalk is installed at a location away from a traffic control signal or approach
controlled by a stop or yield sign”. The MUTCD goes on to provide factors that should be
considered in such a study, including, but not limited to, need for pedestrian crossings; traffic
volumes; pedestrian delay and motor vehicle speeds.
Much like the prior discussion on all-way stop control, there is concern about using crosswalks in
the wrong set of conditions due to non-compliance of drivers who may not comply with the
crosswalk. This situation may introduce an unsafe situation for pedestrians that would expect to
have the right-of-way in the crosswalk. Photo 4 provides an example of a crosswalk on SH 82 at
4th Street that connects pedestrians across the highway.
Photo 4: Image of a pedestrian crossing treatment at Main Street and 4th Street
Many communities in the Front Range and nation-wide have developed guidelines to determine
when to install pedestrian crossing treatments and which treatments to use for different
conditions. One of the first and most extensively used of these guidelines is the City of Boulder
Pedestrian Crossing Treatment Installation Guidelines. A link to these guidelines on the National
Association of Transportation Officials (NACTO) website can be found here:
https://nacto.org/references/city-of-boulder/. One of the key considerations for placing a
crossing treatment is the presence of a high number of pedestrians crossing at the subject location
(typically 20 or more crossings in an hour). A finding in the development of the City of Boulder
Pedestrian Crossing Treatment Installation Guidelines was that existing crossing treatments that
had fewer crossings showed significantly lower compliance of drivers yielding to the crosswalk
then locations with 20 or more crossings per hour.
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Recommendation: If the intent for placing crosswalks is to create gaps for pedestrians to cross
traffic or to create a safer experience, then our staff would recommend that each location
proposed for such installation have an engineering study performed. If the City of Aspen does not
have their own criteria for installing pedestrian crossing treatments, then consider using
guidelines from other Colorado communities such as the City of Boulder or the City and County of
Denver to provide this guidance.
If the intent for placing crosswalks is to discourage drivers from using West End streets to exit the
city or to otherwise change driver behavior, then it is unlikely that use of crosswalks on West End
streets will yield these results. Fox Tuttle is not aware of any evidence suggesting that crosswalks
are effective mitigation measure to divert traffic from a specific street or intersection.
Speed Humps or Other Traffic Calming Measures
Speed humps and other treatments such as traffic circles, speed cushions, semi-diverters and
median islands are all speed mitigation devices which can be effective at reducing speeds on
roadways. Speed is one of the key factors influencing the severity of crashes and the potential for
someone to be injured or killed. Consequently, speed mitigation can be a significant safety
improvement when used in the right circumstances. There are some negative considerations
associated with speed mitigation, such as reduced emergency response times and increased
roadway noise, potential diversion of traffic to other residential streets and such mitigation is not
always popular with all residents living in the neighborhood near where mitigation is being placed.
However, many communities in the Front Range and a few mountain communities have accepted
these negatives to achieve the benefits of lower speeds.
A side effect of using speed mitigation in some locations has been the diversion of traffic to other
streets. This can be beneficial if the diversion is to higher classification streets but potentially
detrimental if the diversion is to other residential streets. However, this is usually in response to
traffic being able to speed on the initial street before the placement of mitigation and being
unable to do so after the placement of the mitigation. It also requires a desirable street to detour
to that leads to the drivers’ destination. Given the congestion that exists on Main Street/SH 82
and the lack of excessive speeding in the neighborhood, it is unlikely that speed mitigation would
be an effective tool for moving traffic away from West End streets. Photo 5 provides an example
of a speed hump currently located on Cemetery Lane where speeding was identified as an issue.
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Photo 5: Image of Speed Hump on Cemetery Lane near Castle Creek Drive
Recommendation: As noted earlier, there does not appear to be a significant problem with
speeding on West End streets and consequently it is unlikely that speed mitigation would be
beneficial. It would be undesirable to receive the negative consequences of traffic mitigation if
greater benefit was not going to occur. City staff is already considering actions through Aspen’s
Neighborhood Traffic Calming Policy, and our recommendation would be to consider both the
negative and positive impacts of traffic calming when determining what actions to take.
Targeted Police Enforcement/Photo Enforcement
The potential to receive negative consequences for illegal behavior from law enforcement is
fundamental to reasonable behavior in a community. While it is unclear whether there is
significant speeding on West End streets, it is likely that there are other violations occurring such
as drivers rolling through or running stop signs. The presence of law enforcement on West End
streets would likely provide some benefit in the form of increased compliance with traffic laws
when officers were present. However, there are a number of factors which limit this benefit.
There are a great many responsibilities which law enforcement have in a community, and it is a
significant policy decision when and where to allocate those resources. For most communities, it
would not be possible to allocate police resources into one neighborhood at a frequency that
would yield a significant change in behavior. Even when police are present, they are only able to
make a limited number of stops, so most drivers are not going to have direct contact with the
police and experience consequences for their actions.
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Automated Vehicle Identification Systems (AVIS) or photo enforcement is a technology developed
to impact a higher number of drivers with a single enforcement vehicle. One photo radar van can
issue significantly more tickets than one traditional police officer deployed for speed
enforcement. A number of communities in the Front Range operate a photo radar program to
ticket speeding vehicles. There are significant limitations to the use of this technology which are
set by the Colorado State enabling legislation (CRS 42-4-110.5). Most impactful are the
requirement to issue a warning notice for the first violation less than 10 mph over the speed limit
(a difficult process step which results in most jurisdictions just setting the target threshold at 10
mph or greater), and the requirement to personally service tickets. Photo 6 provides an example
of a photo enforcement van that uses radar to ticket drivers in violation of the speed limit.
Photo 6: Image of Photo Radar Van deployed in Boulder, Colorado
A summary of AVIS requirements associated with the state of Colorado can be found at this link:
Speed Photo Radar and Red Light Cameras (Automated Vehicle Identification Systems) | Colorado
General Assembly.
Recommendation: In considering the limited resources and broad responsibilities of Aspen’s
Police Department and the constraints inherent in the use of AVIS for photo enforcement, as well
as the lack of a clear safety trend for police to target, it is unlikely that increased law enforcement
by traditional police or photo radar deployment in the West End is likely to achieve the
community’s goals for traffic operations in the West End Neighborhood.
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Conclusions and Potential Next Steps
Fox Tuttle has reviewed data from several different existing traffic studies and estimates that a
range of between 600 to 650 westbound vehicles currently use West End roadways to exit the
City of Aspen during the seasonal PM peak hour. During that same peak period, westbound traffic
on Main Street/SH 82 leaving the City of Aspen is estimated to be between 1,000 and 1,250
vehicles. Conditions on Main Street/SH 82 during this peak period are already at capacity and are
very congested with significant vehicle queuing. This congestion drives the use of West End
Neighborhood roadways as an alternative route for drivers traveling west to leave the city.
Changing this balance would require either making it more difficult and/or time consuming to
travel on West End roadways and/or making it less difficult and/or time consuming to exit the City
on Main Street/SH 82. Congestion on both routes would potentially be mitigated by decreasing
motor vehicle demand during the PM peak period.
The City of Aspen has taken many actions to mitigate traffic traveling on West End roadways,
many of which are outlined earlier in this report. These actions have improved but have not
completely mitigated the issues in the West End neighborhood. The actions which have been
suggested by the community and reviewed in this report are unlikely to yield anticipated or
desirable outcomes for the neighborhood or the community as a whole. If more aggressive
actions were taken which were successful in moving traffic passing through the West End
neighborhood back to W Main Street, then the impacts to traffic operations would be significant
and likely undesirable to the community. The high-level Syncro HCM queue analysis performed
by Fox Tuttle and described earlier in this report indicated the queues on W Main Street could
increase as far as S Hunter Street, depending on how much traffic was diverted. This added
congestion would have many cascading effects, impactful to the downtown, the West End
neighborhood and the entire community.
The next steps for improving the identified traffic operations issues involves some policy decisions
by the City of Aspen. Fox Tuttle believes that the best chance for improved operations on both
the state highway and in the West End neighborhood is to focus resources on identifying actions
on the state highway which would significantly decrease congestion and offer a better alternative
for drivers than using West End roadways. These actions could be capacity or efficiency
improvements to the roadway or intersections, or they could be transportation demand
management within the community which decreases demand during the peak period. Successful
actions for both types of improvement would likely be desirable to address these issues.
An example of such actions would the improvements highlighted in the “Entrance to Aspen”
project. Fox Tuttle understands that in 1998, the Colorado Department of Transportation in
conjunction with the Federal Highway Administration published a Record of Decision on the
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Entrance to Aspen project, which lays out what both organizations support as the preferred
alternative. These plans include both capacity and multimodal/TDM components.
An alternative approach would be to focus only on making it more difficult to use West End
roadways and try to force traffic back to the state highway during afternoon peak times. Fox
Tuttle would caution that only the most restrictive of actions would likely to be successful in this
case, and, as previously discussed, the impacts of doing so would create significant and
undesirable impacts for the Aspen community.
We hope that the evaluations, conclusions and recommendations provided in this report are
helpful to the City of Aspen, and we look forward to assisting you in future work efforts.
Sincerely,
Bill Cowern
Senior Associate
FOX TUTTLE TRANSPORTATION GROUP, LLC
Caleb Feaver
Transportation Engineer
FOX TUTTLE TRANSPORTATION GROUP, LLC
[Appendices attached]
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Appendices
I.Traffic Counts – Figure 1 of the 2015 Aspen SH 82 multi-use path evaluation
II.Traffic Counts – Figure 1 of the 2019 Hallam Street NH bikeway project
III.HCM analysis for SH-82 and Cemetery Lane from appendices of 2021 Upper Valley
Transit Enhancement Study Technical Appendices
IV.Vissim analysis summary for both SH-82 and Cemetery Lane; and Main Street and 7th
Street in downtown Aspen, taken from appendices of 2021 Upper Valley Transit
Enhancement Study Technical Appendices
V.Summary of speed data collected by the City of Aspen on West End Neighborhood
streets
VI.HCM Syncro analyses estimating existing and possible future queue impacts at the
signalized intersection of SH-82 and Cemetery Lane.
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Figure 1 – Aspen SH 82 Multi-Use Path Evaluation (2015) – turning movement counts at several
intersections in the West End neighborhood or on SH 82
90
Hallam StBleeker StFrancis StSmuggler StMain St6th St5th St
4th St
3rd St
2nd S
t
1st St
Garmi
s
c
h
S
t
Aspen
S
t
NorthFigure 1 - Daily Traffic Before (June) and After (August) Bikeway ImplementationN.T.S.October 2019LEGEND
Count LocationEastbound/Westbound Daily Traffic Volume543708223539361449518820Project 19011 - Hallam St Neighborhood BikewayBEFORE327445138112138163253490AFTER16452516856121041612066SUBTOTALTOTAL91
Study Date:
Unit ID:
Location:
Wednesday, 06/26/2019
Video Manual Count
Smuggler Street, Aspen
Westbound
Volume
Eastbound
Volume
Total
Volume
00:00 - 00:59 0 0 0
01:00 - 01:59 0 0 0
02:00 - 02:59 0 1 1
03:00 - 03:59 0 0 0
04:00 - 04:59 0 0 0
05:00 - 05:59 0 0 0
06:00 - 06:59 1 10 11
07:00 - 07:59 5 40 45
08:00 - 08:59 16 98 114
09:00 - 09:59 11 94 105
10:00 - 10:59 29 43 72
11:00 - 11:59 21 29 50
12:00 - 12:59 30 49 79
13:00 - 13:59 32 34 66
14:00 - 14:59 51 22 73
15:00 - 15:59 80 24 104
16:00 - 16:59 238 35 273
17:00 - 17:59 138 16 154
18:00 - 18:59 34 12 46
19:00 - 19:59 8 5 13
20:00 - 20:59 8 14 22
21:00 - 21:59 4 13 17
22:00 - 22:59 1 4 5
23:00 - 23:59 1 0 1
Totals 708 543 1251
Smuggler Street Between 3rd and 4th.tvp
Page 1
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TrafficViewer Pro v1.6.4.124
Daily Vehicle Volume Report
Comments: Between 3rd and 4th
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Printed: 06/27/2019 at 18:08
TrafficViewer Pro v1.6.4.124
PicoCount 2500 V2.40 (s/n# 18111656)
Daily Vehicle Volume Report
Location:
Unit ID:
Study Date:
Hallam St, Aspen, CO
RDC 41
Wednesday, 06/26/2019
Comments: Between 3rd and 4th
Westbound
Volume
Eastbound
Volume
Total
Volume
00:00 - 00:59
01:00 - 01:59
02:00 - 02:59
03:00 - 03:59
04:00 - 04:59
05:00 - 05:59
06:00 - 06:59
07:00 - 07:59
08:00 - 08:59
09:00 - 09:59
10:00 - 10:59
11:00 - 11:59
12:00 - 12:59
13:00 - 13:59
14:00 - 14:59
15:00 - 15:59
16:00 - 16:59
17:00 - 17:59
18:00 - 18:59
19:00 - 19:59
20:00 - 20:59
21:00 - 21:59
22:00 - 22:59
23:00 - 23:59
Totals
AM Peak Time
AM Peak Volume
PM Peak Time
PM Peak Volume
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
6 1 7
3 17 20
12 35 47
14 21 35
14 31 45
13 31 44
20 33 53
28 34 62
25 24 49
29 32 61
109 36 145
137 27 164
18 13 31
10 8 18
6 12 18
4 4 8
0 1 1
1 1 2
449 361 810
09:08 - 10:07 07:48 - 08:47 07:49 - 08:48
16 39 50
16:42 - 17:41 16:09 - 17:08 16:38 - 17:37
151 39 180
Page 1Hallam Street Between 3rd and 4th.tvp 93
Printed: 06/27/2019 at 18:05
TrafficViewer Pro v1.6.4.124
PicoCount 2500 V2.30 (s/n# 14042110)
Daily Vehicle Volume Report
Location:
Unit ID:
Study Date:
Francis St, Aspen, CO
RDC 1
Wednesday, 06/26/2019
Comments: Between 3rd and 4th
Westbound
Volume
Eastbound
Volume
Total
Volume
00:00 - 00:59
01:00 - 01:59
02:00 - 02:59
03:00 - 03:59
04:00 - 04:59
05:00 - 05:59
06:00 - 06:59
07:00 - 07:59
08:00 - 08:59
09:00 - 09:59
10:00 - 10:59
11:00 - 11:59
12:00 - 12:59
13:00 - 13:59
14:00 - 14:59
15:00 - 15:59
16:00 - 16:59
17:00 - 17:59
18:00 - 18:59
19:00 - 19:59
20:00 - 20:59
21:00 - 21:59
22:00 - 22:59
23:00 - 23:59
Totals
AM Peak Time
AM Peak Volume
PM Peak Time
PM Peak Volume
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
1 4 5
1 4 5
11 17 28
3 19 22
12 16 28
21 23 44
20 17 37
23 15 38
25 10 35
38 15 53
160 24 184
182 23 205
30 11 41
5 11 16
3 4 7
1 4 5
2 4 6
1 2 3
539 223 762
10:54 - 11:53 10:42 - 11:41 11:00 - 11:59
21 24 44
16:45 - 17:44 16:27 - 17:26 16:29 - 17:28
216 31 241
Page 1Francis Street Between 3rd and 4th.tvp 94
Printed: 06/27/2019 at 18:10
TrafficViewer Pro v1.6.4.124
PicoCount 2500 V2.40 (s/n# 18111655)
Daily Vehicle Volume Report
Location:
Unit ID:
Study Date:
Bleeker St, Aspen, CO
RDC 40
Wednesday, 06/26/2019
Comments: Between 3rd and 4th
Westbound
Volume
Eastbound
Volume
Total
Volume
00:00 - 00:59
01:00 - 01:59
02:00 - 02:59
03:00 - 03:59
04:00 - 04:59
05:00 - 05:59
06:00 - 06:59
07:00 - 07:59
08:00 - 08:59
09:00 - 09:59
10:00 - 10:59
11:00 - 11:59
12:00 - 12:59
13:00 - 13:59
14:00 - 14:59
15:00 - 15:59
16:00 - 16:59
17:00 - 17:59
18:00 - 18:59
19:00 - 19:59
20:00 - 20:59
21:00 - 21:59
22:00 - 22:59
23:00 - 23:59
Totals
AM Peak Time
AM Peak Volume
PM Peak Time
PM Peak Volume
1 0 1
0 1 1
0 0 0
0 0 0
0 0 0
0 0 0
3 5 8
6 20 26
12 49 61
26 42 68
25 39 64
29 48 77
50 41 91
54 49 103
41 60 101
68 44 112
202 34 236
238 24 262
25 23 48
21 20 41
8 9 17
5 6 11
6 3 9
0 1 1
820 518 1338
10:34 - 11:33 08:16 - 09:15 10:33 - 11:32
31 53 78
16:51 - 17:50 13:47 - 14:46 16:23 - 17:22
252 61 283
Page 1Bleeker Street Between 3rd and 4th.tvp 95
City of Aspen – West End Neighborhood Traffic Study
March 18, 2022 Page 26
HCM evaluation for SH-82 and Cemetery Lane taken from 2021 Upper Valley Transit Enhancement
Study – This shows westbound PM peak hour counts on SH-82
96
City of Aspen – West End Neighborhood Traffic Study
March 18, 2022 Page 27
Summary of VISSIM analysis for SH-82 and Cemetery Lane taken from the 2021 Upper Valley Transit
Enhancement Study – This shows westbound PM peak hour counts on SH-82
97
City of Aspen – West End Neighborhood Traffic Study
March 18, 2022 Page 28
Summary of speed data collected by the City of Aspen in the West End Neighborhood
98
Queues 7: Highway 82 & Cemetery Lane
03/10/2022 Existing - PM Peak
Aspen West End Traffic Anaysis Synchro 11 Report
Fox Tuttle Transportation Group, LLC Page 1
Lane Group EBL EBT WBT WBR SBL SBR
Lane Group Flow (vph) 76 849 1318 61 84 247
v/c Ratio 0.30 0.57 1.05 0.06 0.46 0.71
Control Delay 8.3 5.6 60.2 5.5 45.3 20.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 8.3 5.6 60.2 5.5 45.3 20.8
Queue Length 50th (ft) 7 137 ~865 9 46 22
Queue Length 95th (ft) 33 245 #1144 24 89 96
Internal Link Dist (ft) 641 1382 1440
Turn Bay Length (ft) 60 60 20
Base Capacity (vph) 256 1482 1250 1067 236 389
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.30 0.57 1.05 0.06 0.36 0.63
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
99
Queues 7: Highway 82 & Cemetery Lane
03/10/2022 300 vph Added to Main - PM Peak
Aspen West End Traffic Analysis Synchro 11 Report
Fox Tuttle Transportation Group, LLC Page 1
Lane Group EBL EBT WBT WBR SBL SBR
Lane Group Flow (vph) 76 849 1645 61 84 163
v/c Ratio 0.30 0.57 1.31 0.06 0.46 0.53
Control Delay 8.2 5.6 167.4 5.7 45.4 13.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 8.2 5.6 167.4 5.7 45.4 13.1
Queue Length 50th (ft) 7 137 ~1256 9 46 1
Queue Length 95th (ft) 33 245 #1543 25 89 56
Internal Link Dist (ft) 641 1382 1440
Turn Bay Length (ft) 60 60 20
Base Capacity (vph) 256 1483 1251 1067 236 350
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.30 0.57 1.31 0.06 0.36 0.47
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
100
Queues 7: Highway 82 & Cemetery Lane
03/10/2022 600 vph Added to Main - PM Peak
Aspen West End Traffic Analysis Synchro 11 Report
Fox Tuttle Transportation Group, LLC Page 1
Lane Group EBL EBT WBT WBR SBL SBR
Lane Group Flow (vph) 76 849 1971 61 84 82
v/c Ratio 0.29 0.55 1.50 0.05 0.46 0.35
Control Delay 8.3 5.1 249.2 5.9 45.4 13.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 8.3 5.1 249.2 5.9 45.4 13.1
Queue Length 50th (ft) 7 137 ~1646 10 46 1
Queue Length 95th (ft) 34 245 #1937 26 89 41
Internal Link Dist (ft) 641 1382 1440
Turn Bay Length (ft) 60 60 20
Base Capacity (vph) 259 1545 1313 1119 236 281
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.29 0.55 1.50 0.05 0.36 0.29
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
101