Loading...
HomeMy WebLinkAbout1/9/2020 - Zoning Board Of Appeals - Summary Agenda - Jan 2020 Summary AgendaRalph Shields, Chair Shelley LaMastra, Vice Chair John McCoy Taylor Meyer Ian Shuff Butch Stockover Council Liaison: Ross Cunniff Staff Liaison: Noah Beals LOCATION: City Council Chambers 300 LaPorte Avenue Fort Collins, CO 80521 The City of Fort Collins will make reasonable accommodations for access to City services, programs, and activities and will make special communication arrangements for persons with disabilities. Please call 221-6515 (TDD 224-6001) for assistance. REGULAR MEETING JANUARY 9, 2020 8:30 AM • CALL TO ORDER and ROLL CALL • APPROVAL OF MINUTES FROM PREVIOUS MEETING • CITIZEN PARTICIPATION (Items Not on the Agenda) • APPEALS FOR VARIANCE TO THE LAND USE CODE 1. APPEAL ZBA190049 Address: 710 W. Mulberry Street Owner/Petitioner: Jesse Struckhoff Zoning District: N-C-M Code Section: 4.8(E)(3) Project Description: The variance request is to allow an attached carport to encroach 14.5 feet into the required 15 foot rear- yard setback. 2. APPEAL ZBA190050 Address: 224 W. Harmony Road Owner: Moreland Properties LLC Petitioner: Mark Bruder, Schlosser Signs Zoning District: C-G Code Section: 3.8.7.2 (G) Table (G)(2) Project Description: This is a variance request to install a 12 foot tall free-standing sign encroaching 11 feet into the required 15 foot setback from the public right-of-way. ZONING BOARD OF APPEALS AGENDA Zoning Board of Appeals Page 2 January 9, 2020 3. APPEAL ZBA190051 Address: 1418 West Oak Street Owner: Barbara Hoehn Petitioner: Jeff Gains, HighCraft Builders Zoning District: N-C-L Code Section: 4.7(D)(2)(a)3.; 4.7(F)(1)(e), Project Description: This is a request to build an accessory structure that will include both a garage and habitable space and requires two variances. The first variance is to allow an additional 503 sq ft of floor area to the lot when the maximum floor area allowance is 4,525 sq ft. The second variance is to allow a 2-story accessory structure when only a 1 1/2 story is permitted. Code requires 40% of the floor area of the "2nd story" should have a ceiling height of less than 5 feet. This proposal would have 0% under 5 feet. 4. APPEAL ZBA190052 Address: 132 Bryan Avenue Owner: Holly E Field Trust Petitioner: Holly Field Zoning District: N-C-L Code Section: 4.7(E)(2) Project Description: The variance request is to allow a covered porch to encroach 2 feet into the required 15 foot front yard setback. • OTHER BUSINESS • ADJOURNMENT Dear FC Zoning Department, Thank you in advance for taking the time to review my variance request. The purpose for my request is to see zoning approval to build a carport of the north end of my property. The lot on which my house was build was a divided lot. The front of my house faces Mulberry. There is a garage on the mulberry side that is shared via common wall with my neighbor to the east. In addition, the driveway off of mulberry is shared. Therefore, the primary ingress and egress from my home is from the north in which I have a concrete driveway on the north end of house which continues to the west end along the alley. As part of a larger home renovation I plan to begin in spring 2020, I would like to add a car port along the north side of my house. The car part will effectively cover 30 ft. of the driveway and create sheltered parking and outside area. The challenge is the property line to the north is only 1’8” from the edge of the driveway. Therefore, if I add a carport, the support posts would be approx. 2 ft. from the fence line. However, this would be in line with an existing shop structure that is connected to the shared garage. Due to the unique split lot situation, I do not have an alternative location in which to locate the car port. Aesthetically, the car port would not be seen from the front facing (Mulberry) side. Allowing this variance would make the driveway much more usable with no impact to adjoining properties. As a side note, the adjoining property already has several outbuildings directly against the fence. I have reviewed the concept with the building department and discussed the requirement to use fire rated materials due to lot line proximity. Again, Thank you for reviewing the variance request and please let me know if I can provide additional information. Thank you, Jesse Struckhoff 710 W Mulberry St., Fort Collins, CO 80521 jessestruckhoff@gmail.com 2-STORY METAL BUILDING W/ ADD-ONS APPROX. 31,553 S.F. FINISHED FLOOR = 5045.9 S S S S S S W W W W W W W W W W S S S S S S S S W W W W W W W W W W W W W S S S S S E E E E G G G E E E E E E E E E OIL AND SAND INTERCEPTOR (SEE DETAIL SHEET C-15) 6" - 90° BEND 6" WET TAP W/ TB FIRELINE W W W W S S S S S S S S S S S S S M S S S S S S W W W W W W W W 59' 158 LF ~ 6" DIP 100 LF ~ 6" PVC CURB CORP STOP STOP 175 LF~TYPE ~ 1 1/2" TYPE 'K' COPPER 1-1/2" METER 19 LF ~ 6" DIP This unofficial copy was downloaded on Oct-09-2019 from the City of Fort Collins Public Records Website: http:/citydocs.fcgov.com For additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA This unofficial copy was downloaded on Oct-09-2019 from the City of Fort Collins Public Records Website: http:/citydocs.fcgov.com For additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA Right-of-Way Property Line This unofficial copy was downloaded on Oct-09-2019 from the City of Fort Collins Public Records Website: http:/citydocs.fcgov.com For additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA 1418 West Oak St. Variance Request Explanation This variance request seeks the following modifications to Fort Collins NCL district standards for a proposed accessory building with habitable space: ● Exceeding the lot maximum FAR: Per LUC 4.7(D)(3), 4,275 square feet are allowable on this 14,250 square foot lot. The existing two story principal building is 4,428 square feet. The floor area of the proposed accessory is 600 square feet, resulting in an excess floor area of 503 square feet on the lot (after 250 square foot detached accessory reduction). ● Exceeding the one and one-half (1.5) story height limitation for accessory buildings: Per LUC 4.7(F)(1)(e), and several other references in the NCL requirements, accessory buildings are limited to 1.5 stories in height. The LUC defines a half story as follows: “Story, half shall mean a space under a sloping roof which has the line of intersection of the roof and wall face not more than three (3) feet above the floor level, and in which space the possible floor area with head room of five (5) feet or less occupies at least forty (40) percent of the total floor area of the story directly beneath.” The proposed structure has an intersection of roof and wall face at 7’-5 3/4” above floor level, and useable upper floor area of 360 square feet, excluding the stairway, which equates to 60 percent of the area of the story beneath. Likewise, unusable stairway space (90 square feet) and outdoor roof deck space (150 square feet) together constitute 40 percent of the area of the story beneath. Project Description: The homeowner would like to build a new, detached garage in the rear portion of the property to replace the property’s original 1925 garage. A 210 square foot carport attached to the garage was demolished in 1980, and the 465 square foot garage was demolished in 2019. Plans developed for this replacement structure provide for a two car garage space, as well as an interior stairway accessing a small art studio space and adjoining roof deck at the upper level. While the LUC allows space with ceiling height under 7’-6” to be added above accessory buildings without contributing to FAR, the LUC generally assumes that the design will incorporate some form of a high slope roof with dormers. In this case, the homeowner wishes to create a space of this type above the garage, equivalent to what might generally be allowed by the code, but to do so in a way that compliments and ties in with the property’s unique 1924 Mediterranean Revival home. This home consists of a stuccoed, two story volume, with a low slope hipped roof. The proposed accessory design features a similar straightforward form, with a low slope hipped roof set above a short upper floor. As described, the proposed useable area of 360 square feet for this upper floor is equivalent to the ratio of high ceiling space allowed by the LUC half story standard. A 90 square foot indoor stairway adds both to this upper floor space and to the first floor area. While this stair access could be placed on the outside of the building and not contribute to its floor area or interior size, doing so would create a safety issue for the aging homeowner and would be incongruent with the simplicity of the building and goal of the LUC to shield upper level entrance accesses from neighboring properties. Justification Criteria 1 – By reason of exceptional physical condition or situation unique to the property, the strict application of the code requirements would result in undue hardship: Strict application of the lot FAR standard would preclude construction of a new detached accessory building on this lot due to the size of the 1924 principal building in relation to current code standards. Justification Criteria 2 - The proposal will promote the general purpose of the standard for which the variance is requested equally well or better than would a proposal which complies with the standard for which the variance is requested: The general purpose of the half story requirement for an accessory building is to limit its height and massing to a scale that is appropriate for rear lot density, prevents looming over neighboring yards, and establishes a clear subordinance to the principal building. Unusually large lot size, resulting openness of the rear half of the lot, generous proposed setbacks, proposed building form, and size of the principal building all contribute to this proposal promoting the general purpose of the 1.5 story standard: ● This double-lot is unusually large for the district in having a width of 75 feet, and area of 14,250 square feet. With the existing house situated almost entirely in the front half of the lot, the rear lot density resulting from this accessory would be well below the 25 percent maximum in the NCL district at about 12 percent. ● The proposed accessory would be set back 12’ from the west side lot line, 26.5’ from the east side lot line, and 24.5’ from the alley. These generous setbacks bring eave heights within the requirements outlined in 4.7(F)(2)(b) to prevent looming. Likewise, the 21’-1” ridge height of the proposed accessory is within the 24’ limit outlined in 4.7(F)(2)(b). An illustration has been attached with this request depicting the massing of the proposed design in relation to an envelope starting at a 13’ wall height (3’ above second floor height), and continuing to a peak at 24’. In pared down form, this envelope represents the allowable massing described for this building by the half story requirement. Considering the volume carved out by the proposed roof deck and the fact that the LUC has allowance for additional raised dormers that could add to the depicted envelope, this illustration demonstrates that the proposed structure is of equivalent or lesser bulk than one meeting the half story requirement. ● The majority of upper level glazing faces the house (south elevation) and roof deck towards the lot interior (west elevation). Minimal glazing faces the west abutting lot, and the larger of these windows is located high above the stair as depicted in Building Section 1/Sheet A1.2. In general, the proposal minimizes glazing facing abutting properties in a manner consistent with a design meeting the goals of 4.7(F)(3)(c)(2). ● The principal building has a floor plate of 2,214 square feet on each story, and total area of 4,428, making it unusual for its size. As noted, the proposed accessory would have a first floor area of 600 square feet, and upper level area of 450 square feet (including stairway). A clear size hierarchy would exist between structures. Justification Criteria 3 - Proposal will not diverge from the standard except in a nominal, inconsequential way when considered in the context of the neighborhood: While the existing principal building is unusually large in floor area, it is compact in form and generally positioned within the front half of the lot. As noted, the rear of the lot would be well within density requirements, and given the large size of the lot and relatively low lot coverage that would result from both buildings, it is unlikely that the proposed increase in lot FAR would feel inconsistent with the surrounding neighborhood.                       /27   /27        5($5+$/)       :(672$.675((7 $//(< 3$7,2 1" = 20'-0" ^/dW>E E ,K,E^^KZzh/>/E't/d,/E,/d>^W ϭϰϭϴt^dK<^dZd͕&KZdK>>/E^K>KZKϴϬϱϮϭ ),567    6(&21'    %($5,1*    3($.    0$;+(,*+7            ,17(5,256,'(3523(57</,1( WZϰ͘ϳ͕&͕Ϯ͕͕ϭ͗Dys,/',dϭϯΖͲϬΗ WZϰ͘ϳ͕&͕Ϯ͕͕ϯ͗s,/',dE /EZ^dZd/KK&ϲ/E,^WZ ,ϭ&KKdK&^d<&ZKDd, /EdZ/KZ^/WZKWZz>/E͘ ϭϯΖͲϬΗнϯΖͲϲΗ;ϰϮΗͿсϭϲΖͲϲΗ>>Kt> s,/',dϭϮ&d&ZKDWZKWZdz>/E   0,1,0806,'(6(7%$&.     1/4" = 1'-0" ^Khd,>sd/KE ,K,E^^KZzh/>/E't/d,/E,/d>^W ϭϰϭϴt^dK<^dZd͕&KZdK>>/E^K>KZKϴϬϱϮϭ />>h^dZd/KE͗Dy/DhD>>Kt>s,/',dWZ>hϰ͘ϳ͕&͕Ϯ͕͕ϯ ,K,E^^KZzh/>/E't/d,/E,/d>^W ϭϰϭϴt^dK<^dZd͕&KZdK>>/E^K>KZKϴϬϱϮϭ />>h^dZd/KE͗WZKWK^^^KZzh/>/E'D^^/E't/d,/E>>Kt>h/>/E'Es>KWWZ/s/^/KEϰ͘ϳ s/t&ZKD^Khd,t^d s/t&ZKDEKZd,^d s/t&ZKD^Khd,^d s/t&ZKDEKZd,t^d                       /27   /27        5($5+$/)       :(672$.675((7 $//(< 3$7,2                                   $ ϯ ϰ ϰ                  ),567    6(&21'    %($5,1*    3($.     $  $  $ ϭϮ ϱ Ϯ                  0$;+(,*+7    ),567    6(&21'    %($5,1*    3($.     $            $   $ ϳ ϭ ϱ           $   $ ϴ            $  $  ),567    6(&21'    %($5,1*    3($.     $  $  $   Ϯ               $  'EZ>EKd^͗ ͘ ^/'E/EdEd/^dKDd,y/^d/E',KD/E^dz>EK>KZ ͘ KEdZdKZdK&/>sZ/&zy/^d/E'KE/d/KE^WZ/KZdK KE^dZhd/KE ͘ D,E/>E>dZ/>/dD^^,KtE&KZZ&ZEKE>zͲ D,E/>E>dZ/>^,>>^/'EͲh/> ͘ >dZ/>KEdZdKZ/^Z^WKE^/>&KZWW>z/E'>>WW>/> Ed/KE>E>K>K^ ͘ KEhd>dZ/>t><Ͳd,ZKh',t/d,KtEZ^͕h/>ZE >dZ/>KEdZdKZ&KZZKh',Ͳ/E^dZd^ <zEKd^͗ ϭ͘ :Edh/>/E'^Ͳ ^,KtE&KZZ&ZE Ϯ͘ y/^d/E',KDͲ ^,KtE&KZZ&ZE ϯ͘ EtZZ/',Kh^Ͳ ^W>E^E>sd/KE ϰ͘ y/^d/E'Z/stzͲ ^,KtE&KZZ&ZE ϱ͘ Et>>ztz&EdKDd,y/^d/E' ϲ͘ &hdhZWsZ^KZKEZdzKtEZ͕KtEZdKsZ/&z^dz>͕ydEd E^/'Et/d,>E^WZ,/dd ϳ͘ KEZd^>KE'ZKsZWKZKh^&/>>͕^>KWEKZd,E^Khd,dK KsZ,KKZ^Ͳ ^^dZhdhZ>Zt/E'^ ϴ͘ KEZd>E/E'dϲΗKs'Z'&>KKZ ϵ͘ ydZ/KZt>>Ͳ Ϯdžϲ^dhKEϲΗKEZdhZͲ ^^dZhdhZ> Zt/E'^Ͳ WZKs/ZͲϭϵdd/E^h>d/KE͕t/d,^dhK&/E/^,KsZ W>ztKK^,d,/E'dydZ/KZE'zW͘͘&/E/^,d/EdZ/KZ ϭϬ͘ ydZ/KZKsZWKZ,t>>Ͳ Ϯdžϲ^dht>>t/d,^dhK&/E/^,KsZ W>ztKKKd,^/^ ϭϭ͘ ϰϴΗdžϴϰΗZ,KWE/E'EdZd;ϯͿ^/^K&KsZWKZ, ϭϮ͘ ϰϴΗdžϰϴΗDd>'dd>>z^/zKtEZ ϭϯ͘ DKEK>/d,/KEZd^>dWKZ,Ͳ ^^dZhdhZ>Zt/E'^ ϭϰ͘ EdZKKZKZt/EKt/E^W ϭϱ͘ Z/E,/EdKW>EdZ͕KKZ/Ed>Kd/KE/E&/> ϭϲ͘ ^tKZ<^,KtE&KZZ&ZE͕yd>Kd/KEE^dz>zKtEZ EKEdZdKZ ϭϳ͘ tKK&ZD^d/Z^Ͳ ϭϰZ/^Z^dϳ͘ϯΗdžϭϯdZ^dϭϭΗ ϭϴ͘ ϮdžϰWKEzt>>t/d,tKKWdϰϴΗ ϭϵ͘ WZKs/^KhEdd/E^h>d/KEdd,ZKKD ϮϬ͘ tKKdZ>>/^d^Khd,'Z'KKZ Ϯϭ͘ d,ZhͲt>>^hWWZͲ ydE^Khd,^hWWZ&KZZ/E,/EdKW>EdZ >Kt ϮϮ͘ WWZKy/Dd>Kd/KEK&KtE^WKhdͲ KEdZdKZdK&/>sZ/&z Ϯϯ͘ ^dZhdhZ>DͲ ^,KtE&KZZ&ZEͲ ^^dZhdhZ>Zt/E'^ Ϯϰ͘ ^dE/E'^DDd>ZKK&KsZ^EKtE/^,/>͕d,ZhZKK& WEdZd/KE^EͬKZsEd^KEEKZd,KZt^d^>KWKE>z Ϯϱ͘ tKKdZ>>/^KsZt><ͲKhd< Ϯϲ͘ >/EK&t>>>KtͲ ^,KtE&KZZ&ZE Ϯϳ͘ WsZ^z^dDKsZWDZKK&/E' Ϯϴ͘ Ϯdžϲt><ͲKhd<t>>t/d,KEZdWdϰϰΗ Ϯϵ͘ ϲ͘ϱΗ^dhKEd&h>>WZ/DdZK&^KE&>KKZ ϯϬ͘ ϰ͘ϱΗ^dhKEd&h>>WZ/DdZK&&/Z^d&>KKZͲ EKE/E'd /EdZ/KZK&KsZWKZ, ϯϭ͘ Z^^Z,d&/Z^d&>KKZt/EKt,^dKDd,y/^d/E',KD ϯϮ͘ Z,KWE/E'd^Khd,'Z'KKZKE>z ϯϯ͘ WZͲE'/EZdZh^^^Ͳ WZKs/ZͲϯϴdd/E^h>d/KEddd/^W ϯϰ͘ ^dE>KE^/E<^,KtE&KZZ&ZE ϯϱ͘ WZKs/^>dt>>&/E/^,d,/^>Kd/KE ϯϲ͘ dDWZ'>/E' ϯϳ͘ ϱϰΗdžϱϰΗKEZd^dKKWdϵϵΖͲ ϭϭͲϭͬϮΗ ϯϴ͘ ^dZhdhZ>&KhEd/KEͲ ^^dZhdhZ>Zt/E'^ ϯϵ͘ KEZd^>KED/E͘ϰΗWKZKh^&/>> ϰϬ͘ /EdZ/KZ&KhEd/KE/E^h>d/KE͗d&h>>WZ/DdZͲWZKs/Z/'/ /E^h>d/KE&ZKDdKWK&&KKd/E'dKhEZ^/K&^>͕ydEZ/'/ /E^h>d/KE,KZ/KEd>D/E͘ϰϴΗ ϰϭ͘ ydZ/KZ&KhEd/KE/E^h>d/KE͗d&h>>WZ/DdZͲ WZKs/Z/'/ /E^h>d/KEϮϰΗ>Kt'Z͕ydEZ/'//E^h>d/KE/d/KE>ϮϰΗ dϰϱΣ ϰϮ͘ ydZ/KZDd>&>^,/E'KsZZ/'//E^h>d/KEd&h>>WZ/DdZ ϰϯ͘ WK^/d/sZ/E'tz&ZKDh/>/E'D/EϭϬΖͲ ϬΗ ϰϰ͘ yWE^/KE:K/Edd&h>>WZ/DdZK&/EdZ/KZ^> ϰϱ͘ ;ϮͿϮdžϭϬZDDZ^Ͳ ydEϲΖͲ ϬΗD/E/EdZ/KZ ϰϲ͘ Z/E&/>>dtEDDZ^dydZ/KZKE>z ϰϳ͘ WZKs/tdZWZKK&DDZE&>^,/E'ddKWK&tKKDDZ^ ϰϴ͘ WZKs/KWWZ&>^,/E'WddKWK&tKKDDZ^;ϱͿdKd> ϰϵ͘ WZKs/Z>K</E'dtE,KZ/KEd>DDZ^ ϱϬ͘ ;ϯͿϮdžϲZDDZ^Yh>>z^W ϱϭ͘ ;ϭϰͿϮdžϲZDDZ^dϭϲΗK͕͘͘dd,d,ZKh',<^/K& >'ZKZ&KZEKEͲs/^/> ϱϮ͘ ϲdžϲZWK^dd,KZEZK&< ϱϯ͘ ϲdžϴZD͕dd,dKKZEZWK^dt/d,&DKhEdDd> ^dZW^ ϱϰ͘ KEZdt>>W^d/E,^/s ϱϱ͘ WZKs/tdZWZKK&DDZEdWKEzt>>WͲ &h>>WZ/DdZ ϱϲ͘ WZKs/W>ztKK/E&/>>Kd,^/^K&/Ͳ:K/^dt ϱϳ͘ ϭϭͲϳͬϴΗ/Ͳ:K/^dͲ ^^dZhdhZ>͕^dZd>zKhddEdZK&'Z' KKZ ϱϴ͘ ϮdžϲZDDZ>'Z͕dd,d,ZKh',t>>/EdK,Z ƒ          Zs/^/KE^ ^,dKEdEd^ DRAWN CHECKED DATE SHEET NO. Zh^K&KhDEd^͗ d,/^E^/'E/EKZWKZd,ZKE͕^E/E^dZhDEdK&WZK&^^/KE>^Zs/͕/^d,WZKWZdzK& <'ͮ>>E/^EKddKh^&KZEzKd,ZWZK:dt/d,KhdWZ/KZtZ/ddEhd,KZ/d/KEK&<'ͮ>> <'ͮ>> <>ZdͮŽŶƐƵůƚŝŶŐ'ƌŽƵƉ͕>> 2429 Stonecrest Drive Fort Collins, Colorado 80521 970 | 412 | 3049 tomkalert@gmail.com ϭ͘Ϯ ,K,EZZ/',Kh^ ϭϬ͘Ϭϯ͘ϭϵ D <' ^d/KE^Ed/>^ /^^h&KZWZD/dE//E' ϭϰϭϴt^dK<^dZd &KZdK>>/E^͕K>KZKϴϬϱϮϭ EK͘ z ^Z/Wd/KE d ϭ h/1/4" = >1'-/0" E'^d/KEϭ Ϯ h/1/4" = >1'-/0" E'^d/KEϮ ϯ h/1/4" = >1'-/0" E'^d/KEϯ ϰ h/1/4" = >1'-/0" E'^d/KEϰ ϱ dzW/1" = 1'-0" >&KhEd/KE/E^h>d/KEd/> ),567    6(&21'    %($5,1*    3($.     $  $  $ ϭ ϳ ϴ ϵ ϭϬ ϭϭ ϭ Ϯ ϯ                    $ ϲ ϭϯ          'EZ>EKd^͗ ͘ ^/'E/EdEd/^dKDd,y/^d/E',KD/E^dz>EK>KZ ͘ KEdZdKZdK&/>sZ/&zy/^d/E'KE/d/KE^WZ/KZdK KE^dZhd/KE ͘ D,E/>E>dZ/>/dD^^,KtE&KZZ&ZEKE>zͲ D,E/>E>dZ/>^,>>^/'EͲh/> ͘ >dZ/>KEdZdKZ/^Z^WKE^/>&KZWW>z/E'>>WW>/> Ed/KE>E>K>K^ ͘ KEhd>dZ/>t><Ͳd,ZKh',t/d,KtEZ^͕h/>ZE >dZ/>KEdZdKZ&KZZKh',Ͳ/E^dZd^ <zEKd^͗ ϭ͘ :Edh/>/E'^Ͳ ^,KtE&KZZ&ZE Ϯ͘ y/^d/E',KDͲ ^,KtE&KZZ&ZE ϯ͘ EtZZ/',Kh^Ͳ ^W>E^E>sd/KE ϰ͘ y/^d/E'Z/stzͲ ^,KtE&KZZ&ZE ϱ͘ Et>>ztz&EdKDd,y/^d/E' ϲ͘ &hdhZWsZ^KZKEZdzKtEZ͕KtEZdKsZ/&z^dz>͕ydEd E^/'Et/d,>E^WZ,/dd ϳ͘ KEZd^>KE'ZKsZWKZKh^&/>>͕^>KWEKZd,E^Khd,dK KsZ,KKZ^Ͳ ^^dZhdhZ>Zt/E'^ ϴ͘ KEZd>E/E'dϲΗKs'Z'&>KKZ ϵ͘ ydZ/KZt>>Ͳ Ϯdžϲ^dhKEϲΗKEZdhZͲ ^^dZhdhZ> Zt/E'^Ͳ WZKs/ZͲϭϵdd/E^h>d/KE͕t/d,^dhK&/E/^,KsZ W>ztKK^,d,/E'dydZ/KZE'zW͘͘&/E/^,d/EdZ/KZ ϭϬ͘ ydZ/KZKsZWKZ,t>>Ͳ Ϯdžϲ^dht>>t/d,^dhK&/E/^,KsZ W>ztKKKd,^/^ ϭϭ͘ ϰϴΗdžϴϰΗZ,KWE/E'EdZd;ϯͿ^/^K&KsZWKZ, ϭϮ͘ ϰϴΗdžϰϴΗDd>'dd>>z^/zKtEZ ϭϯ͘ DKEK>/d,/KEZd^>dWKZ,Ͳ ^^dZhdhZ>Zt/E'^ ϭϰ͘ EdZKKZKZt/EKt/E^W ϭϱ͘ Z/E,/EdKW>EdZ͕KKZ/Ed>Kd/KE/E&/> ϭϲ͘ ^tKZ<^,KtE&KZZ&ZE͕yd>Kd/KEE^dz>zKtEZ EKEdZdKZ ϭϳ͘ tKK&ZD^d/Z^Ͳ ϭϰZ/^Z^dϳ͘ϯΗdžϭϯdZ^dϭϭΗ ϭϴ͘ ϮdžϰWKEzt>>t/d,tKKWdϰϴΗ ϭϵ͘ WZKs/^KhEdd/E^h>d/KEdd,ZKKD ϮϬ͘ tKKdZ>>/^d^Khd,'Z'KKZ Ϯϭ͘ d,ZhͲt>>^hWWZͲ ydE^Khd,^hWWZ&KZZ/E,/EdKW>EdZ >Kt ϮϮ͘ WWZKy/Dd>Kd/KEK&KtE^WKhdͲ KEdZdKZdK&/>sZ/&z Ϯϯ͘ ^dZhdhZ>DͲ ^,KtE&KZZ&ZEͲ ^^dZhdhZ>Zt/E'^ Ϯϰ͘ ^dE/E'^DDd>ZKK&KsZ^EKtE/^,/>͕d,ZhZKK& WEdZd/KE^EͬKZsEd^KEEKZd,KZt^d^>KWKE>z Ϯϱ͘ tKKdZ>>/^KsZt><ͲKhd< Ϯϲ͘ >/EK&t>>>KtͲ ^,KtE&KZZ&ZE Ϯϳ͘ WsZ^z^dDKsZWDZKK&/E' Ϯϴ͘ Ϯdžϲt><ͲKhd<t>>t/d,KEZdWdϰϰΗ Ϯϵ͘ ϲ͘ϱΗ^dhKEd&h>>WZ/DdZK&^KE&>KKZ ϯϬ͘ ϰ͘ϱΗ^dhKEd&h>>WZ/DdZK&&/Z^d&>KKZͲ EKE/E'd /EdZ/KZK&KsZWKZ, ϯϭ͘ Z^^Z,d&/Z^d&>KKZt/EKt,^dKDd,y/^d/E',KD ϯϮ͘ Z,KWE/E'd^Khd,'Z'KKZKE>z ϯϯ͘ WZͲE'/EZdZh^^^Ͳ WZKs/ZͲϯϴdd/E^h>d/KEddd/^W ϯϰ͘ ^dE>KE^/E<^,KtE&KZZ&ZE ϯϱ͘ WZKs/^>dt>>&/E/^,d,/^>Kd/KE ϯϲ͘ dDWZ'>/E' ϯϳ͘ ϱϰΗdžϱϰΗKEZd^dKKWdϵϵΖͲ ϭϭͲϭͬϮΗ ϯϴ͘ ^dZhdhZ>&KhEd/KEͲ ^^dZhdhZ>Zt/E'^ ϯϵ͘ KEZd^>KED/E͘ϰΗWKZKh^&/>> ϰϬ͘ /EdZ/KZ&KhEd/KE/E^h>d/KE͗d&h>>WZ/DdZͲWZKs/Z/'/ /E^h>d/KE&ZKDdKWK&&KKd/E'dKhEZ^/K&^>͕ydEZ/'/ /E^h>d/KE,KZ/KEd>D/E͘ϰϴΗ ϰϭ͘ ydZ/KZ&KhEd/KE/E^h>d/KE͗d&h>>WZ/DdZͲ WZKs/Z/'/ /E^h>d/KEϮϰΗ>Kt'Z͕ydEZ/'//E^h>d/KE/d/KE>ϮϰΗ dϰϱΣ ϰϮ͘ ydZ/KZDd>&>^,/E'KsZZ/'//E^h>d/KEd&h>>WZ/DdZ ϰϯ͘ WK^/d/sZ/E'tz&ZKDh/>/E'D/EϭϬΖͲ ϬΗ ϰϰ͘ yWE^/KE:K/Edd&h>>WZ/DdZK&/EdZ/KZ^> ϰϱ͘ ;ϮͿϮdžϭϬZDDZ^Ͳ ydEϲΖͲ ϬΗD/E/EdZ/KZ ϰϲ͘ Z/E&/>>dtEDDZ^dydZ/KZKE>z ϰϳ͘ WZKs/tdZWZKK&DDZE&>^,/E'ddKWK&tKKDDZ^ ϰϴ͘ WZKs/KWWZ&>^,/E'WddKWK&tKKDDZ^;ϱͿdKd> ϰϵ͘ WZKs/Z>K</E'dtE,KZ/KEd>DDZ^ ϱϬ͘ ;ϯͿϮdžϲZDDZ^Yh>>z^W ϱϭ͘ ;ϭϰͿϮdžϲZDDZ^dϭϲΗK͕͘͘dd,d,ZKh',<^/K& >'ZKZ&KZEKEͲs/^/> ϱϮ͘ ϲdžϲZWK^dd,KZEZK&< ϱϯ͘ ϲdžϴZD͕dd,dKKZEZWK^dt/d,&DKhEdDd> ^dZW^ ϱϰ͘ KEZdt>>W^d/E,^/s ϱϱ͘ WZKs/tdZWZKK&DDZEdWKEzt>>WͲ &h>>WZ/DdZ ϱϲ͘ WZKs/W>ztKK/E&/>>Kd,^/^K&/Ͳ:K/^dt ϱϳ͘ ϭϭͲϳͬϴΗ/Ͳ:K/^dͲ ^^dZhdhZ>͕^dZd>zKhddEdZK&'Z' KKZ ϱϴ͘ ϮdžϲZDDZ>'Z͕dd,d,ZKh',t>>/EdK,Z Zs/^/KE^ ^,dKEdEd^ DRAWN CHECKED DATE SHEET NO. Zh^K&KhDEd^͗ d,/^E^/'E/EKZWKZd,ZKE͕^E/E^dZhDEdK&WZK&^^/KE>^Zs/͕/^d,WZKWZdzK& <'ͮ>>E/^EKddKh^&KZEzKd,ZWZK:dt/d,KhdWZ/KZtZ/ddEhd,KZ/d/KEK&<'ͮ>> <'ͮ>> <>ZdͮŽŶƐƵůƚŝŶŐ'ƌŽƵƉ͕>> 2429 Stonecrest Drive Fort Collins, Colorado 80521 970 | 412 | 3049 tomkalert@gmail.com ϭ͘ϭ ,K,EZZ/',Kh^ ϭϬ͘Ϭϯ͘ϭϵ D <' >sd/KEEWZ^Wd/s s/t^ /^^h&KZWZD/dE//E' ϭϰϭϴt^dK<^dZd &KZdK>>/E^͕K>KZKϴϬϱϮϭ EK͘ z ^Z/Wd/KE d Ϯ ^1/4" = d>1'-0" sd/KE ϭ EKZd,1/4" = 1'-0" >sd/KE ϯ ^1/Khd,4" = 1'-0" >sd/KE ϰ t^1/4" = 1'-d>0" sd/KE ϴ EKZd,^ds/t ϳ EKZd,t^ds/t ϲ ^Khd,t^ds/t ϱ ^Khd,^ds/t      $  $  $  $ ϯ ϭ ϱ Ϯ ϰ ϲ               ϭ Ϯ       ϯ ϰ                                                                          $  $  $  $ ϳ ϴ ϱ ϭϮ ϲ ϭϯ ϳ ϴ '1         ϵ ϭϬ ϭϭ (4 (4              'EZ>EKd^͗ ͘ ^/'E/EdEd/^dKDd,y/^d/E',KD/E^dz>EK>KZ ͘ KEdZdKZdK&/>sZ/&zy/^d/E'KE/d/KE^WZ/KZdK KE^dZhd/KE ͘ D,E/>E>dZ/>/dD^^,KtE&KZZ&ZEKE>zͲ D,E/>E>dZ/>^,>>^/'EͲh/> ͘ >dZ/>KEdZdKZ/^Z^WKE^/>&KZWW>z/E'>>WW>/> Ed/KE>E>K>K^ ͘ KEhd>dZ/>t><Ͳd,ZKh',t/d,KtEZ^͕h/>ZE >dZ/>KEdZdKZ&KZZKh',Ͳ/E^dZd^ <zEKd^͗ ϭ͘ :Edh/>/E'^Ͳ ^,KtE&KZZ&ZE Ϯ͘ y/^d/E',KDͲ ^,KtE&KZZ&ZE ϯ͘ EtZZ/',Kh^Ͳ ^W>E^E>sd/KE ϰ͘ y/^d/E'Z/stzͲ ^,KtE&KZZ&ZE ϱ͘ Et>>ztz&EdKDd,y/^d/E' ϲ͘ &hdhZWsZ^KZKEZdzKtEZ͕KtEZdKsZ/&z^dz>͕ydEd E^/'Et/d,>E^WZ,/dd ϳ͘ KEZd^>KE'ZKsZWKZKh^&/>>͕^>KWEKZd,E^Khd,dK KsZ,KKZ^Ͳ ^^dZhdhZ>Zt/E'^ ϴ͘ KEZd>E/E'dϲΗKs'Z'&>KKZ ϵ͘ ydZ/KZt>>Ͳ Ϯdžϲ^dhKEϲΗKEZdhZͲ ^^dZhdhZ> Zt/E'^Ͳ WZKs/ZͲϭϵdd/E^h>d/KE͕t/d,^dhK&/E/^,KsZ W>ztKK^,d,/E'dydZ/KZE'zW͘͘&/E/^,d/EdZ/KZ ϭϬ͘ ydZ/KZKsZWKZ,t>>Ͳ Ϯdžϲ^dht>>t/d,^dhK&/E/^,KsZ W>ztKKKd,^/^ ϭϭ͘ ϰϴΗdžϴϰΗZ,KWE/E'EdZd;ϯͿ^/^K&KsZWKZ, ϭϮ͘ ϰϴΗdžϰϴΗDd>'dd>>z^/zKtEZ ϭϯ͘ DKEK>/d,/KEZd^>dWKZ,Ͳ ^^dZhdhZ>Zt/E'^ ϭϰ͘ EdZKKZKZt/EKt/E^W ϭϱ͘ Z/E,/EdKW>EdZ͕KKZ/Ed>Kd/KE/E&/> ϭϲ͘ ^tKZ<^,KtE&KZZ&ZE͕yd>Kd/KEE^dz>zKtEZ EKEdZdKZ ϭϳ͘ tKK&ZD^d/Z^Ͳ ϭϰZ/^Z^dϳ͘ϯΗdžϭϯdZ^dϭϭΗ ϭϴ͘ ϮdžϰWKEzt>>t/d,tKKWdϰϴΗ ϭϵ͘ WZKs/^KhEdd/E^h>d/KEdd,ZKKD ϮϬ͘ tKKdZ>>/^d^Khd,'Z'KKZ Ϯϭ͘ d,ZhͲt>>^hWWZͲ ydE^Khd,^hWWZ&KZZ/E,/EdKW>EdZ >Kt ϮϮ͘ WWZKy/Dd>Kd/KEK&KtE^WKhdͲ KEdZdKZdK&/>sZ/&z Ϯϯ͘ ^dZhdhZ>DͲ ^,KtE&KZZ&ZEͲ ^^dZhdhZ>Zt/E'^ Ϯϰ͘ ^dE/E'^DDd>ZKK&KsZ^EKtE/^,/>͕d,ZhZKK& WEdZd/KE^EͬKZsEd^KEEKZd,KZt^d^>KWKE>z Ϯϱ͘ tKKdZ>>/^KsZt><ͲKhd< Ϯϲ͘ >/EK&t>>>KtͲ ^,KtE&KZZ&ZE Ϯϳ͘ WsZ^z^dDKsZWDZKK&/E' Ϯϴ͘ Ϯdžϲt><ͲKhd<t>>t/d,KEZdWdϰϰΗ Ϯϵ͘ ϲ͘ϱΗ^dhKEd&h>>WZ/DdZK&^KE&>KKZ ϯϬ͘ ϰ͘ϱΗ^dhKEd&h>>WZ/DdZK&&/Z^d&>KKZͲ EKE/E'd /EdZ/KZK&KsZWKZ, ϯϭ͘ Z^^Z,d&/Z^d&>KKZt/EKt,^dKDd,y/^d/E',KD ϯϮ͘ Z,KWE/E'd^Khd,'Z'KKZKE>z ϯϯ͘ WZͲE'/EZdZh^^^Ͳ WZKs/ZͲϯϴdd/E^h>d/KEddd/^W ϯϰ͘ ^dE>KE^/E<^,KtE&KZZ&ZE ϯϱ͘ WZKs/^>dt>>&/E/^,d,/^>Kd/KE ϯϲ͘ dDWZ'>/E' ϯϳ͘ ϱϰΗdžϱϰΗKEZd^dKKWdϵϵΖͲ ϭϭͲϭͬϮΗ ϯϴ͘ ^dZhdhZ>&KhEd/KEͲ ^^dZhdhZ>Zt/E'^ ϯϵ͘ KEZd^>KED/E͘ϰΗWKZKh^&/>> ϰϬ͘ /EdZ/KZ&KhEd/KE/E^h>d/KE͗d&h>>WZ/DdZͲWZKs/Z/'/ /E^h>d/KE&ZKDdKWK&&KKd/E'dKhEZ^/K&^>͕ydEZ/'/ /E^h>d/KE,KZ/KEd>D/E͘ϰϴΗ ϰϭ͘ ydZ/KZ&KhEd/KE/E^h>d/KE͗d&h>>WZ/DdZͲ WZKs/Z/'/ /E^h>d/KEϮϰΗ>Kt'Z͕ydEZ/'//E^h>d/KE/d/KE>ϮϰΗ dϰϱΣ ϰϮ͘ ydZ/KZDd>&>^,/E'KsZZ/'//E^h>d/KEd&h>>WZ/DdZ ϰϯ͘ WK^/d/sZ/E'tz&ZKDh/>/E'D/EϭϬΖͲ ϬΗ ϰϰ͘ yWE^/KE:K/Edd&h>>WZ/DdZK&/EdZ/KZ^> ϰϱ͘ ;ϮͿϮdžϭϬZDDZ^Ͳ ydEϲΖͲ ϬΗD/E/EdZ/KZ ϰϲ͘ Z/E&/>>dtEDDZ^dydZ/KZKE>z ϰϳ͘ WZKs/tdZWZKK&DDZE&>^,/E'ddKWK&tKKDDZ^ ϰϴ͘ WZKs/KWWZ&>^,/E'WddKWK&tKKDDZ^;ϱͿdKd> ϰϵ͘ WZKs/Z>K</E'dtE,KZ/KEd>DDZ^ ϱϬ͘ ;ϯͿϮdžϲZDDZ^Yh>>z^W ϱϭ͘ ;ϭϰͿϮdžϲZDDZ^dϭϲΗK͕͘͘dd,d,ZKh',<^/K& >'ZKZ&KZEKEͲs/^/> ϱϮ͘ ϲdžϲZWK^dd,KZEZK&< ϱϯ͘ ϲdžϴZD͕dd,dKKZEZWK^dt/d,&DKhEdDd> ^dZW^ ϱϰ͘ KEZdt>>W^d/E,^/s ϱϱ͘ WZKs/tdZWZKK&DDZEdWKEzt>>WͲ &h>>WZ/DdZ ϱϲ͘ WZKs/W>ztKK/E&/>>Kd,^/^K&/Ͳ:K/^dt ϱϳ͘ ϭϭͲϳͬϴΗ/Ͳ:K/^dͲ ^^dZhdhZ>͕^dZd>zKhddEdZK&'Z' KKZ ϱϴ͘ ϮdžϲZDDZ>'Z͕dd,d,ZKh',t>>/EdK,Z Zs/^/KE^ ^,dKEdEd^ DRAWN CHECKED DATE SHEET NO. Zh^K&KhDEd^͗ d,/^E^/'E/EKZWKZd,ZKE͕^E/E^dZhDEdK&WZK&^^/KE>^Zs/͕/^d,WZKWZdzK& <'ͮ>>E/^EKddKh^&KZEzKd,ZWZK:dt/d,KhdWZ/KZtZ/ddEhd,KZ/d/KEK&<'ͮ>> <'ͮ>> <>ZdͮŽŶƐƵůƚŝŶŐ'ƌŽƵƉ͕>> 2429 Stonecrest Drive Fort Collins, Colorado 80521 970 | 412 | 3049 tomkalert@gmail.com ϭ͘Ϭ ,K,EZZ/',Kh^ ϭϬ͘Ϭϯ͘ϭϵ D <' ^/dW>E͕&>KKZW>E^E ZKK&W>E /^^h&KZWZD/dE//E' ϭϰϭϴt^dK<^dZd &KZdK>>/E^͕K>KZKϴϬϱϮϭ EK͘ z ^Z/Wd/KE d ϭ ^1" /= dW>20'-0" E E Ϯ &1//4" Z^= 1'-d&0" >KKZW>E ϰ ^3//16" dW>= 1'-0" E ϯ ^1/KE&4" = 1'-0" >KKZW>E E E E 71 LF ~ 6" PVC 100 LF ~ 6" PVC 90° BEND W/ THRUST BLOCK 30 LF ~ 6" PVC DR18 6" SEWER SERVICE 6" SEWER SERVICE 115 LF ~ 6" PVC BIKE RACK (4) 15' U.E. 15' U.E. EXIST. 5' PERMANENT UTILITY ESMT. REC. NO. 20120033214 20' EMERGENCY ACCESS ESMT. 6" GV 5 LF~6" DIP 8' 3' RELOCATED PRIVATE FIRE HYDRANT EX. STORM INLET TO BE REPLACED WITH 4' Ø MANHOLE INV. OUT SW (12") = 5036.89 RELOCATE EX. "BUS STOP" SIGN EX. STORM MANHOLE INV. IN NE (12") = 5035.96 INV. IN NW (6") = 5037.3± INV. OUT SW = 5032.51 EX. SAN. MANHOLE INV. OUT N = 5031.41 EX. SAN. MANHOLE INV. IN S = 5031.18 INV. IN E = 5031.20 INV. OUT N = 5031.03 EX. SAN. MANHOLE INV. IN S = 5031.00 INV. OUT NW = 5030.90 6" SERVICE INV. = 5031.27± VEHICLE STORAGE CUSTOMER EMPLOYEE EMPLOYEE VEHICLE DISPLAY CUSTOMER 4"Ø X 30" H, PIPE BOLLARDS, FILL WITH CONC. CAP AND PAINT, TYP. INSTALL @ 6' 0.C. 4" PVC STORM DRAIN CLEANOUT 4" PVC STORM DRAIN CLEANOUT 2' WIDE CURB-CUT 2' WIDE CURB-CUT 4" PVC STORM DRAIN CLEANOUT 4" PVC PERFORATED UNDERDRAIN @ 0.25% SLOPE 4" PVC STORM DRAIN CLEANOUT 4" PVC PERFORATED UNDERDRAIN @ 0.25% SLOPE 20' EMERGENCY ACCESS ESMT. 20' EMERGENCY ACCESS ESMT. 15' DRAINAGE 15' DRAINAGE ESMT. ESMT. 15' DRAINAGE ESMT. 4" PVC PERFORATED UNDERDRAIN @ 0.25% SLOPE CONNECT TO EXIST. 8" WATERLINE WITH WET TAP 4" PVC PERFORATED UNDERDRAIN @ 0.25% SLOPE N 1434390.80 E 3116578.59 N 1434389.41 E 3117002.13 N 1433912.65 E 3116980.38 N 1433909.92 E 3116607.92 N 1434133.98 E 3116612.20 N 1434133.98 E 3116607.20 N 1434215.26 E 3116608.75 N 1434215.35 E 3116603.75 6" CLEAN-OUT N 1434336.00 E 3116767.37 6" CLEAN-OUT N 1434336.00 E 3116838.16 6" CLEAN-OUT N 1434336.00 E 3116938.16 10' (ASPHALT PARKING LOT) 20' W.L. ESMT. 15' U.E. 100' (ASPHALT PARKING LOT) (ASPHALT PARKING LOT) EXIST. GRAVEL DRIVEWAY / PARKING TO REMAIN LOT 2 EXIST. BLDG. TO REMAIN EXIST. BLDG. TO REMAIN EXIST. WALL EXIST. LOADING DOCK EXIST. FENCE EXIST. RAILROAD TRACKS EXIST. CONC. EXIST. GATE. EXIST. CONC. CURB CUT EXIST. CONC. WALK NEW MERCER DITCH CO. LARKBOROUGH SUBDIVISION TRACT G LOT 1 15' U.E. EXIST. WALK EXIST. FIRE HYDRANT LINE TO BE REMOVED TO PROPOSED BEND. Feet 0 30 60 PROPERTY LINE LOT / TRACT LINE LEGEND: S S W W EXISTING SANITARY LINE W/ MH EXISTING STORM LINE W/ MH EXISTING WATER LINE EXISTING STORM AREA INLET EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING STORM TYPE 'R' INLET RIGHT-OF-WAY E E EXISTING ELECTRIC LINE G G EXISTING GAS LINE X X EXISTING FENCE LINE 5530 PROPOSED CONTOUR EXISTING CONTOUR S S PROPOSED SANITARY SEWER W/ MH PROPOSED STREET SIGN PROPOSED STORM SEWER W/ MH W W PROPOSED WATER LINE PROPOSED FIRE HYDRANT CTV EXISTING CATV LINE CENTERLINE EXISTING CONCRETE PROPOSED EASEMENT LINE EXISTING EASEMENT LINE PROPOSED WATER VALVE PROPOSED WATER FITTINGS 4 5 PROPOSED TYPE 'R' INLET EXISTING RIGHT-OF-WAY PROPOSED STREET LIGHT D S COM COM EXISTING COMMUNICATION LINE PROPOSED LANDSCAPE PROPOSED ASPHALT PROPOSED CONCRETE U.E. UTILITY EASEMENT ESMT. EASEMENT R.O.W. RIGHT-OF-WAY PROPOSED RED LANDSCAPE EXISTING RED CONCRETE SIDEWALK REPAIR NOTE: ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. BENCHMARK: PROJECT DATUM: NAVD88 BENCHMARK #15-94, AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC MANHOLE ON THE NORTH SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4 CORNER OF SECTION 35. ELEVATION = 5054.79 BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR PARKING LOT, ON A CONCRETE CURB. ELEVATION = 5036.76 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.19' STREET CUT NOTE: LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. DATE SHEETS SHEET JOB NO. DSG CHK # DATE DRN REVISION DESCRIPTION ACTION CIVIL ENGINEERING 11600 WHOOPING CRANE DRIVE PARKER, CO 80134 720.260.0433 tdenning@actioncivileng.com 20 SCALE Know what's below. Call before you dig. R CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: ____________________________________ _____________ CITY ENGINEER DATE CHECKED BY: __________________________________ ______________ WATER & WASTE WATER UTILITY DATE CHECKED BY: __________________________________ ______________ STORMWATER UTILITY DATE CHECKED BY: __________________________________ _____________ PARKS & RECREATION DATE CHECKED BY: __________________________________ _____________ TRAFFIC ENGINEER DATE CHECKED BY: __________________________________ _____________ ENVIRONMENTAL PLANNER DATE FORT COLLINS JEEP OVERALL UTILITY PLAN TWD 4/27/2018 --- TWD 16-018 C-7 NOTE: RUN NEW COMMUNICATIONS WIRE TO BUILDING PROPOSED SIGN LOCATION ORIGINAL PERMITED LOCATION Property Line Existing Right-of-Way