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Home My WebLink AboutMONTAVA - PHASE D CORE AND IRRIGATION POND - BDR240006 - SUBMITTAL DOCUMENTS - ROUND 2 - Responses (12)TST, INC. CONSULTING ENGINEERS _ ,F ,, : , � �r .� _..."— ';'ds�'�� y��:` �a�tiI,�S��.fF, i� `� �. `� �� , � i�iN�ti�fl�,� .. .. May 1, 2024 Brad Buckman, P.E. City Engineer City of Fort Collins 281 North College Ave. Fort Collins, CO 80521 Re: Variance Request — 7.4.1.A. City of Fort Collins Alignments — Figure 7 3F, 5F, 7-8F, 7-9F Montava Phase D Project No. 1230.0009.00 Dear Mr. Buckman: We are hereby requesting a variance to the Larimer County Urban Area Street Standards (LCUASS) for deviation from the road cross section and utility easements for Montava Phase D Current standard 7.3.1.A. of the Larimer County Urban Area Street Standards (LCUASS), Figures 7-3F, 7-5F, 7-8F, & 7-9F refer to the road cross section and utility easement geometry for use in road design for the Fort Collins Area. A variance is being requested to this minimum width in the Montava Phase D project as noted below: -Figure 7-3F 2 Lane Arterial Street - Proposed road — N Giddings Road The proposed Giddings Road cross section will vary as shown in the attached exhibits. Specific changes include the absence of a detached walk, bike lane, and parkway. The interim improvements will include the restriping of the existing roadway at both entrances to Montava Phase D to include a Northbound left turn lane into the Montava Phase D site by constricting the travel lanes to match the 2- lane arterial cross section seen in Figure 7-3F. The variance will reduce the existing 8' shoulder/bike lane down to 6'. This roadway is planned to be updated to LCUASS standards with the next phase (aka Infastrucute Phase) of development. -Figures 7-5F Collector-With Parking -Proposed Road: Timberline Road - The proposed Timberline Road cross section will vary by moving the bike lanes from the road section to an adjacent regional pathway. The utility easement will be removed and pocket easements will be implemented. 748 Whalers Way Suite 200 Fort Collins, CO 80525 970.226.0557 main 970.226.0204fax ideas@tstinc.com www.tstinc.com ❑ -Figure 7-8F Connector Loca/ Street, 7-9F - Proposed Road: Longwood Drive, Mountain Willow Way, Tealbrook Drive, Flint Hill Drive - The proposed roadways will vary by encouraging cyclists to use the adjacent regional pathway rather than share the roadway. Some roadways will include parking on one or both sides of the street. ROW will be a minimum of 66'. The utility easement will be removed and pocket easements will be implemented. -Figure 7-9F Residential Local Street - Proposed Road: Harwood Lane, Nanna Lane - The proposed roads will have a reduced ROW from the 57' minimum to 5 with parking only planned to be on one side of the road. The utility easement will be removed and pocket easements will be implemented. There are several modifications listed above to the current LCUASS. These revised cross sections went through a great deal of discussion throughout the PUD design and approval process with the City of Fort Collins. In general, the intent is to create a viable and vibrant community where narrow roads slow vehicles and bikes share the travel way or use separate spaces. Recent Code changes have increased the standard parkway width, but we are requesting the ability to use the older standard. On the Phase D internal roads this parkway is in the form of tree grates and small planting strips with pavers breaking up these areas rather than a standard continuous parkway in order to create an urban walkable environment. Pocket utility easements along public roads will be implemented where space allows, but will typically be from the rear of the lot. Standard front yard utility easements are being modified for Phase D in an attempt to give flexibility to the future lot owner to utilize this space for possible fencing, porch steps and stoops. Montava ownership has evaluated and coordinated utility infrastructure and services to support the design of the alley loaded development. Coordination and discussions with various utility providers and The City have occurred which have produced decisions on the utility service to and within the site. The utility easements adjacent to the right-of-way's were determined to be unnecessary as the utilities that are serving the homes in Montava Phase D will be coming in from the back of the unit and pocket easements where needed will be utilized. In addition this variance request is consistent with what was recently approved and requested with Phase G. Please refer to the attached exhibits for the proposed Phase D road cross sections and for reference the overall cross sections discussed during the PUD process have also been included. This variance request for change in cross section: is not expected to have a negative impact on capital, or maintenance cost requirements for the City, or property owners; is not anticipated to reduce the life of the proposed roadways; and is unlikely to be detrimental to the public health, safety/welfare, decreased sight distance, or have any effect on turning movements. ■ Thank you for your consideration in the approval of this variance request for the elimination of the utility easements for all road classifications except for the Arterial roads. If you have any questions, or require additional information, please do not hesitate to contact me directly. Respectfully, TST, INC. CONSULTING ENGINEERS Derek Patterson, P.E. dpattersn(a�tstinc.com 970.484.2128 ■ --- � �.�'` i� - � �`-� � - � � --::,�� 1 \'- _:'_:v} �� 1 � ,= _� �i L°�> \�� _ �.� -�� '�, � ,1 � � � 0 �� CI % � / � �f� � � � _ � � � �� O 0 0 �� 1 �' �/ ! `�l� `' ..x, •1`� \ *�/� 1\ \�' — i \ \ b� �\\�'// �� 0 -, �1 � % -:< o� � e � �� / � � 0 a � �. � � 0 °� � o � 0 0 � � t`�` � � �6. � r:. �o. �o �o ,D � � o�� `� \ � � � 3 � � � � � � � � . ...1 � � � � �� ; J��Y �,�,� �f� � �� / ) / ��: °!% . �,: � _> � � Lot Types . . . , , � . . . _ , , . , . .. . , a . , , , ., � _ _ _ i' �, _, . � , � ;� -� Arterial 2-Lane Proposed Section �� __ - � Minor Collector Proposed Section / 3 Connector Local PUD-Approved Section / ❑ / �� Connector Local w/ Attached GreenProposed Section / (Parallel Parkin ) � 9 : J Connector Local w/ Attached GreenProposed Section ,_� , (Angled Parking) / ��; � Connector Local Proposed Section (Bike Lanes- Parallel Parking) -. —� Connector Local Proposed Section � (Bike Lanes - Angled Parking) _ � Paired One-Way Local Proposed Section � Mer ed Pair � � g ) � �;; Paired One-Wa Local Pro osed Section � � Y p (Single One-Way) _ � �o Residential Local PUD Approved Section � ��E��N .��, � �l ;�:). (1 ;l �ti9r��x�� o ntava �' �' ��: .J � . � j ,,,,,� �.,_'i i'v�� I!:� � ��, 1725 I�"I ��;�;�pV=t� II �_��`A3,a�l ��i�,l Ft Col I i ns, CO ��J 6�� ,�t_,._y. _.. = = _- - � � 1� .3 `i»--. � � - °_= j � 4i•�- \ e ;;- � n �P �� / �� j \ . O, . � � �'z �' �� Phase D Thoroughfares ii= � �.�a,.�.r 3/6/2 0 2 4 � � \ \ � � �. � . ,;� ��_� �.�-�a\�/.1�. �� $ 0 Y l� V� V� i�-1 ! I� ��.i V�'vi (_ %�� ri`i �� U_. 0 150 300 600 900 1200 1500 Feet _ � The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or used in connection with any work other than for the specific project for which they have been prepared without the written consent of the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction. GIDDINGS RD CROSS SECTION �x. ioo.o' Ro��r X. EOP 44.0' � iHOULDERI TRAVEL'LANE�TRAVEL•LANE�ULDE EXISTING GIDDINGS RD �X. 100.0' ROW- X. EOP 44.0' � SHiULDEF�TRAVEL,LANE� ANE��AVEL•LANE�OU�ER I I PROPOSED GIDDINGS RD INTERSECTION TURN LANE CROSS SECTIONS DATE: APRIL 2024 JOB N0. 1230.0009.00 SHEET 1 OF 1 TST� ING. CONSULTING ENGIfVEERS � ,. �:. 748 Whalera Way. Su1te 200 ��1J� Arterial 2-Lane Proposed Section i � �\� ` � I � ,� tj ,�� - ' �� I�� , ,� �' , � °� � � � �� , : � ' � I _� ��"s � �� , !'_ � P� `�-.� „ . �:� � �= �- I �I i �� .._ � r� . �a�� il ��' I I -- � �` �� I�A' � � . �, � �� I II� I�� I . � � _ _ r_ i � .- � �, S � � y � �� il��'��. � -=_ 1` iz,'/��1C '- _ ��'f� ,. � f� ��,. �— � � � �� I,� �� . : � I� \ —+ � � , ii' � I ��i � � � �"� � v� �� l �� — � _ � � � � i � - u �, , - -' ' Q _ I I�I I I � �� ii� i��I lii�� r� �_ .��,— C� �� 1 ��h - _ � � I I�IV�� P�d �i� i��I��i I��i�I; !;�' ; �i '� � � � � �,o� � �� i �,.,, � � i � - � � , �� . l� �, _ ti� ' � � � � � _ �� !�� I � � � � �- � � — � �� '�'',- '_� — � 6' / 7' i 13' / 11 ' � 10' / 11 ' � 13' / 7' r� 6' �' � 84' � 2—LANE ARTERIAL [PROPOSED] PUD-Approved Engineering Variance Section ,, I I � � , � � �.� �� _ ° ,, `ii � � � --' �I I� �I � �1.�j�1 � I� I IIIII j'P� I i �� ' �I q� � � � �� .'I� � I �� F �� " � �� i= �'�" �t � � �� i �'j �� ' I', ��, � ��li I�I��'� �� i� li� � � I ��, ��t I � i i ;� � �� _ �_: �_ � �. �� ;, � � ��.�� .��.�� .� '�� ` � , i , i� � i 6' / l 0' % 7' /3'/ 11 ' � 10' � 11 ' �3'� 7' / 10' � 6' � I 84' I X 2—LANE ARTERIAL [PUD APPROVED] � LCUASS Section FORT COLLI NS ON LY 84' ROW (min.) . • . _� � `.:,�`''; `I. ��" �� 7' Bike _anE Striped Bike Lane 7' 3 Bike � Lane 52' Roadw 11' I 10' I 11' Travel Center Travel 3� �� - Bike � I Lane 7' 3' Protected Bike Lane Bike Lane ROADWAY WIDTH: 52' Bike Lane Buffer Bike Lane Buffer RIGHT OF WAY WIDTH: 84' (min.), plus 18' (min.) utility easement. TRAVEL LANES: Three lanes, (2) 11' wide and a 10' center lane. LEFT TURN LANES: 10' wide provided in center lane. BIKE LANES: Two lanes, 7' wide lane, 3' wide painted buffer. 1 0' Pkwy. (min.) 1 5' I Util. 6 Esmt.l � Wal� 'min. BIKE LANE OPTION: Striped bike lane and protected bike lane options will require City Engineer approval. PARKING: None PARKWAY: 10' (min.) width. Additional width optional. SIDEWALK: 6' (min.) wide. Additional width may be required for higher pedestrian traffic in and leading to activity areas. MEDIAN: Not required, except where necessary to control access and/or to provide pedestrian refuge or where developer requested medians are approved by the local entity. Additional roadway and right of way width may be required. WHERE USED: These specifications shall apply as required by the Local Entity when a Collector street is shown on the Master Street Plan. DESIGN SPEED: 50 MPH SPEED LIMIT: 30 - 45 MPH ACCESS: Access will be limited. Points of access must be approved by the Local Entity. CONTINUITY: Unlimited FENCES: Fences shall be setback a minimum of 2' from back of sidewalk on the property line, whichever is greater. CURB AND GUT�fER: Vertical. 2-LANE ARTERIAL STREET LARIMER COUNTY DESIGN REVISION N0: FIGURE URBAN AREA STREET STANDARDS FIGURE DATE: 07/01/21 "� - 3F ��E��N �l ;�:). (1 ;l �ti9r��x�� o ntava �' �' ��: J �-� j,,,,,� �.,_'i i'v�� I!:� � ��, 1725 I�"I ��;�;�pV=t� II �_��`A3,a�l ��i�,l Ft Col I i ns, CO . � � �'z �' �� Phase D Thoroughfares � �.�a,.�.r 3/6/2 0 2 4 �� $ 0 Y l� V� V� i�i 1 I� ��.i V�''vl (_ %�� fi `i �� If_ The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or used in connection with any work other than for the specific project for which they have been prepared without the written consent of the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction. �� Minor Collector Proposed Section (T3) �' ,,/ � �\. !�' � T � �`\ � -- � nI �—y >�.�� "�' �� r � _ - i ��j � ' ,I , ; , : 1II , I � p � b '1 d / "��il� � W � v :., ': . _ ' ' � � � '� 4�. 1 ..�.,� r. , : y .-�,_ ��; - - i 1 .�+ �+� _ , �II<. , _. ,.. _ � � ; � .y.. �-._ i' c.;'-h'.'�. '� '�.;�. .. . r..� ,.;a.�.a.�. � �_:' i �- / I � � I �-� � :,,, ., , �' I�-- �,. I �I� -, _� :,:s, a = _p, _ i� � - / � I ' ,— �� I�� , .. —, ! , � : ,.� , � : . „r'� I i _ �I �i i � �_ , , , , „ s:-,.,: I I i i ._ � � � ,,C— _,: ; A . ,, . �:� ,� ..., I I i I I �, . I� a. , . : � � � �. , ',� , , �, : , �� _.„, : �, r—�p „ : �� i - � , , ' �� — � I I � �I � , , I — � � — � ,, � — � � P ---. �i I'" I�ii � l i^ li� i � r,r -- ��a�„ - �I III II' I� I � � �� X I �:, �, _ �� i illfi j I � i ,; ill —: . i I i �'� �' � C. �� i � � -, �� i I I �,I� I' P�I I � I i �,. — . ��.x �� /:.— . v .�.. �� , ��i��l�� I,I. �I ii d ill I�� i ,I"�� '��i� � I � ��I � : � ✓ ' — _ "_. ` � !�^� _ i� i I� � i � i I � i � �� l��' , � ��I � � � � � i�� ,�� I�� i .I � � h ., y. a _ : ., � .� , — _—i . __ i �� — — , ,��;�� f 5' �6' � 10' ' 8' / 11 ' � 11 ' t 8' -/ 10' / 6' � 5' I 80' I '✓ MINOR COLLECTOR [PROPOSED] PUD-Approved Engineering Variance Section (T3) ,�� I� '� V � u� i��"'° a'e ,�� 5E � 4 , ` I ( � �, �I�� I��,I� �.�§" �� , �, , � � � ,-, � b � t� �' � \� �t: �� u, �� . � �''��' ' � � �._�I �� _— — I�r , I=i � -��-�i.�'�'I I (I�'lllll�ll��l � ' �II, Il , � ' � ,� � , I�� il�l � II� � I II�� I � �t ��-� � �` �;�''� �1C11,P'r,il_� � LCUASS Section ��7'�6'�5'�3'� 8' / 11' �� 11' f 8'— /3'/ 5' X 6' / 7' I �, 80' I, ' MINOR COLLECTOR [PUD APPROVED] FORT COLLI NS ON LY 9' UTIL. ESM'T. 5' 'AL nir . 8.5' PKWY (MIN.) Park Buffer� � 5� BIKE _ LAN E : ... 54' ROADWAY 11' 11' TRAVEL TRAVEL I 5' 3' BIKE _ANE : ... 6� 3� 1 2' 3� 6� BIKE I BIKE� LANEI 12� EFT TUR 12� LANE Bike J Bike �ane TRAVEL TRAVEL �ane Buffer 54' ROadway B�ffe INTERSECTIONS (WHERE NEEDED) 8.5' PKWY (MIN.) 5' r; � � �� , � � -�. 'I � , i(��i'� , � Ii � ,;� .. � i �� 4 �� I � �"� , _ , p ��, �G� ,��:; I'� � �� 19��i T ��: � _ �� , I� �� I i� � i . I I�� II � � ,� � 'I �'I�iii I I �' UTI L. ESM'T. MIN. FENCE S ETBAC K ROADWAY WIDTH: 54' RIGHT OF WAY WIDTH: 81' (min.) plus 18' (min.) utility easement. TRAVEL LANES: Two lanes, 81' (min.) plus 18' (min.) utility easement. LEFT TURN LANES: 12' wide at intersections where needed. BIKE LANES: Two lanes, 5' or 6' wide lane, 3' wide painted buffer. PARKING: Two tanes, 8' wide; parking may be removed at certain locations to provide a left turn lane at intersections where needed. PARKWAY: 8' (min.) width. Additional width optional. SIDEWALK: 5' (min.) width. Additional width may be required for higher pedestrian traffic within and leading to activity areas or as required by Area Plans. MEDIAN: Not required, except where necessary to control access and/or to provide pedestrian refuge. additional roadway and ROW width may be required. WHERE USED: These specifications shall apply as required by the Local Entity, when a Collector street is shown on the Master DESIGN SPEED: 40 MPH SPEED LIMIT: 25-30 MPH ACCESS: Access will be limited. Points of access must be approved by the Local Entity. CONTINUITY: The street shall be continuous for no more than 1320 feet. FENCES: Fences shall be setback a minimum of 2' from back of sidewalk or on the property line, whichever is greater. � CURB AND GUTTER: Vertical curb and gutter. COLLECTOR - WITH PARKING LARIMER COUNTY DESIGN REVISION N0: FIGURE URBAN AREA STREET STANDARDS FIGURE DATE: 07/O 1/21 '� - 5F ��E��N �l ;�:). (1 ;l �ti9r��x�� o ntava �' �' ��: J �-� j,,,,,� �.,_'i i'v�� I!:� � ��, 1725 I�"I ��;�;�pV=t� II �_��`A3,a�l ��i�,l Ft Col I i ns, CO . � � �'z �' �� Phase D Thoroughfares � Proposed Section (T4/T5) �� ,� � �1��' � �. /i� � T � � � _ _ _ � ,. � , S � _ —� � o r ,�_ -:; .�• �;��, �� '�� i�r_ �_ , �`. �'�� F y , r ■' I � i � ' �. ; ,a�w:r;1' —� j � r � .` ,,' � : '�C. . - ,, � � , , » ; �il �i __ ,i � i � I — h > t .. � �; 'i I■I� i i r_, � � �� , �� <. — I _ - � II�' -� 1 , .. i r } , i / , c . ., � a. II ri I I I I�� i!i a�,�,e4 , � n jf. z i:f� I�j I l� I��, 'I � I l� i I�.- � , I � � � �' : '� _ ; . ,: �j�, I�' , , �� I �i ,� � � +i�. . \ ,;... , _ ,.}C c^ I' II �� ilh i � - _ — " �I � � — _ � � � . � � �i � II ' !!� i i �. - -- _ J _ � , ,, , I `- �I. , � �—_ �_ 1� �� — n _T _Y .: �' �� , .._ � � � , � � �'�I —� � , . � , � ,�� I � , I i _ � , , I I , � I �_ 6 I � �I i I I��i � '� i � i �.I�il'� �i I, �� E � �r�/'�l�'r �i \t'.s_" " ll-�� li li, lil ��I�� I i ? r i I� i I �� I i�I�I�G � �; . _ , . , _ �i ,y�Iq I� � '9i�! � � � -,� , � � i _ � � �� = �' `�; - � � �'�.;,, i lu� ��r�l � I � � �'� `^ , � � h I � 'I q �l � � '� li � � i i.'_ � � � � h �- - 'i � i �T �6'—� 8' % 8' / 11' �� 11' f 8'— / 8' % 6' ! 7' i 80' I, � MINOR COLLECTOR [PROPOSED] PUD-Approved Engineering Variance Section (T4/T5) �.�a,.�.r 3/6/2 0 2 4 �� $ 0 Y l� V� V� i�i 1 I� ��.i V�''vl (_ %�� fi `i �� If_ The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or used in connection with any work other than for the specific project for which they have been prepared without the written consent of the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction. �f5'� 8'�5'-%3'% 8' / 11' � 11' f 8'- .+`3'� 5' X 8' f 5' I � 80' ' MINOR COLLECTOR [PUD APPROVED] �� Connector Local Proposed Section (T3) i� ��,��j� I'� � I I dy� �II 1111 j,- a'� t � I �II1I-�� !I .i.lF� ' �P I �[ °W ' � � � � _ , , �. � � � �z � _ �:: I I I k ; � �� ij � � ' �-- � �i i i - �' �I' � � � �� . �i I I � � i� �,�, � �I�-�� 1' �i ��I�l��,.,_ �,�'��!� �- � �'� ��I � I�l � � Y 5' X 7' � — ; �. � �, ��, � ;� �i � , III�I��1 II� � t I��,II � i� � � . � �. PUD-Approved Engineering Variance Section (T3) �Identical to the aboveJ LCUASS Section FORT COLLINS ONLY 63' ROW (MIN. 36' ROADWAY � . . ,_'/ � ��.i. =�i1- '•. : , o� � , o� TRAVELI TRAVE � . . ; / _.� . �/ •1. ..,:�, , ,,.: . ,�IJ -•- 1 S 10' LEFT 13' TU R N 13' TRAVEL TRAVEL 36' ROADWAY INTERSECTIONS (WHERE NEEDED) ROADWAY WIDTH: 36' wide without bike lane; 42' wide with bike lane; 36'; wide with left turn lane. RIGHT OF WAY WIDTH: 63' (min) plus 18' (min.) utility easement. TRAVEL LANES: Two lanes, 10' wide, 13' wide at intersections shared with bicyclists, or 10' wide where bike lanes are required. LEFT TURN LANES: 10' wide, at intersections where needed. BIKE LANES: Bicyclists shall share the roadway with motor vehicles in the travel lanes. Additional street width may be required to add bike lanes 6' wide on each side to accommodate bike traffic within and leading to activity areas. PARKING: Two lanes 8' wide. Parking will be removed at intersections where a left turn lane is required. PARKWAY: 8' (min.) width. Additional width optional. SIDEWALK: 5' (min.) width. Additional width may be required for higher pedestrian traffic serving activity areas. MEDIAN: Not required, except where necessary to control access and/or to provide pedestrian refuge. Additional roadway and right of way width may be required. WHERE USED: These specifications shall apply to streets providing local access and in areas without driveways. DESIGN SPEED: 30 MPH SPEED LIMIT: 25 MPH ACCESS: Access will be limited. Points of access must be approved by the Local Entity. CONTINUITY: The street shall be continuous for no more than 1320 feet. FENCES: Fences shall be setback a minimum of 2' from back of sidewalk or on the property line, whichever is greater. CURB AND GUTTER: Vertical curb and gutter. CONNECTOR LOCAL STREET LARIMER COUNTY DESIGN REVISION N0: FIGURE URBAN AREA FIGURE STREET STANDARDS DATE: 07/O1/21 "� - $F' ��E��N �l ;�:). (1 ;l �ti9r��x�� o ntava �' �' ��: J �-� j,,,,,� �.,_'i i'v�� I!:� � ��, 1725 I�"I ��;�;�pV=t� II �_��`A3,a�l ��i�,l Ft Col I i ns, CO . � � �'z �' �� Phase D Thoroughfares � �.�a,.�.r 3/6/2 0 2 4 Proposed Section (T4/T5) � ��y, ��rj_ T �� _ � �� . � 1 I� 1� �� P k � 1 � ' i � If �- � 1k � •�6� S• {'�S ~!• � �I�i .- i� � I �I S � / � � 1� i� I "II _,_ i u�,�'�.a�l _„• .� *� I �� _ , I _ � I�lI�\'�II � � �� _ : ^ _ _ _ . � � ,.�'�_ �' ��°�<: y� �� _ �',��II��I li � J'� i% ��Q! ��.. 1 �- � I�' ��I il �p� ��"� �— — I �li � I I � � I i �II� — '�r '� I� , =�y f�d�' �- � ,. ��;� - .� �, �� p� o! � �� i ` I il�� l � .� 1�� z� ,_ �i� �� i; i I � - „� , � ��I� �� i � �� , _ � ��-�� _ �I :� , - �� _ ., � �� , � . �I 4 : �i ' �I I �, I � � � t r _ �'�' , , , , _., � 1� � ' . ' ��, i �I �'' �" i��il�Y'� �' � � I ��, ',��, � �� i �� . , �� I�i�i � �I'� —. .— � �_ '�� -� � �_ ; � � I i � u� � �� _. ��,! �, � �ij i n��i � � i � I y 6' �6'�8'f10' �10'� 8' �6'� 6' / 60' I� CONNECTOR LOCAL [PUD APPROVED] � PUD-Approved Engineering Variance Section (T4/T5) �Identical to the above] �� $ 0 Y l� V� V� i�i 1 I� ��.i V�''vl (_ %�� fi `i �� If_ The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or used in connection with any work other than for the specific project for which they have been prepared without the written consent of the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction. � 8' / 10' f 10' f 8' ,�' 7' � 5' / 60' � CONNECTOR LOCAL [PUD APPROVED]� �� Connector Local w/ Attached Green Proposed Section (Parallel Parking) /%� ° �� ' �'�i �, , � � � � ,��` ',I� � ;-"�; !�; ,i � � - . �T�"�I� � �pY � — i-� 'I � �I � "�1�� , I�� m a � � � - �� 6' i 6' % � � � � � � , -r��x;�: _ � - � 'y'��'� � i 7�� - ,_ , � 9 � y i � �JII'� � ��' .. �'' �i � " � i�l"' il��''■�i i��lY, ��o i� ��' i�,. PUD-Approved Engineering Variance Section /�� ,�� s ,, �� '�. / , ` II� I �4� �� ,1�� .�:, ' I �f�jII�.�p ' "_�I �� , �� a .!i i � II� ��I \ - / / i � i I�I � T II �� I I � � - II " 17� .: , ,�. 'F;...� �� — I� . � . , W _ y . ' e i � , � � ' � ��' e.-� '.� `� . .' � � ' .. 1 n` � � - � � .< � � ,.. � - _ � . � � �i, i �l I <� _ � �� ` �� "� - � � � _ � � ,��Q��u ��i�� ''�G�� . � � �i' �'i ��I ii�� i �� ; �� i.i� „ ��i Id�' �� . i , � I � � � � �� '�r� ��, , � ��I � �� . �` . ��,, jl I �� I'�p ��1�'� � . _ F � , ,e'- " . � _ �-� . ��:� iti i � � .. . . . �. . . ��I� �. � .. . - . .. � � . _. �� I� .,�, .. ��f6'�6' �' VARIES / 6' / 8' / 6' / 10' �= 10' � 6' f�8' / 6' f 6' f 1, VARIES (NOT ROV� 66' (ROW) � CONNECTOR LOCAL W/ ATTACH D GREEN [PUD APPROVED LCUASS Section FORT COLLINS ONLY 63' ROW (MIN. 36' ROADWAY � . . ,_'/ � ��.i. =�i1- '•. : 1 0' 1 0' TRAVE TRAVE � . . ; / _.� . �/ •1. ..,:�, , ,,.: . ,�IJ -•- 1 S 10' LEFT 13' TU R N 13' TRAVEL TRAVEL 36' ROADWAY INTERSECTIONS (WHERE NEEDED) ROADWAY WIDTH: 36' wide without bike lane; 42' wide with bike lane; 36'; wide with left turn lane. RIGHT OF WAY WIDTH: 63' (min) plus 18' (min.) utility easement. TRAVEL LANES: Two lanes, 10' wide, 13' wide at intersections shared with bicyclists, or 10' wide where bike lanes are required. LEFT TURN LANES: 10' wide, at intersections where needed. BIKE LANES: Bicyclists shall share the roadway with motor vehicles in the travel lanes. Additional street width may be required to add bike lanes 6' wide on each side to accommodate bike traffic within and leading to activity areas. PARKING: Two lanes 8' wide. Parking will be removed at intersections where a left turn lane is required. PARKWAY: 8' (min.) width. Additional width optional. SIDEWALK: 5' (min.) width. Additional width may be required for higher pedestrian traffic serving activity areas. MEDIAN: Not required, except where necessary to control access and/or to provide pedestrian refuge. Additional roadway and right of way width may be required. WHERE USED: These specifications shall apply to streets providing local access and in areas without driveways. DESIGN SPEED: 30 MPH SPEED LIMIT: 25 MPH ACCESS: Access will be limited. Points of access must be approved by the Local Entity. CONTINUITY: The street shall be continuous for no more than 1320 feet. FENCES: Fences shall be setback a minimum of 2' from back of sidewalk or on the property line, whichever is greater. CURB AND GUTTER: Vertical curb and gutter. CONNECTOR LOCAL STREET LARIMER COUNTY DESIGN REVISION N0: FIGURE URBAN AREA FIGURE STREET STANDARDS DATE: 07/O1/21 "� — $F' ��E��N �l ;�:). (1 ;l �ti9r��x�� o ntava �' �' ��: J �-� j,,,,,� �.,_'i i'v�� I!:� � ��, 1725 I�"I ��;�;�pV=t� II �_��`A3,a�l ��i�,l Ft Col I i ns, CO . � � �'z �' �� Phase D Thoroughfares � �.�a,.�.r 3/6/2 0 2 4 �� Connector Local w/ Attached Green Proposed Section (Angled Parking) , �� $ 0 Y l� V� V� i�i 1 I� ��.i V�''vl (_ %�� fi `i �� If_ The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or used in connection with any work other than for the specific project for which they have been prepared without the written consent of the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction. ��5'f7' �� 51' � 6' r" 6'�i 19' � l0'- f 10' � 8' r-6' �` 6' � 6' / �, 63' (NOT ROV� 77' (ROV� �, CONNECTOR LOCAL / ATTACHED GREEN [PROPOSED] 62' / 6' X 6' / 8' � 10' � 10' f 8' / 6' / 6' f 6' / 73' (NOT ROV� 66' (ROW) / CONNECTOR LOCAL W/ ATTA HED GREEN [PROPOSED] �� Connector Local w/ Bike Lanes Proposed Section (Parallel Parking) � � �, �; �� ,, �, � -- , , . . _ � . �� - . - „:� ..� , - _ �� - - � � � - = � ,' � ,,i � . . ,u �,,�,� ' � �, -� �� v�; �,� I , � _�'�� i � i � , � �'� � � �� ,� . � ti �� i-� v � ,�� i P I � ��,��i — —, ' „ ;::. � 3�� ;�r �'� I�I I s � ��i �� +� ��I��\�i , - �, - _ �� , ��M`J/_�g ,� ��i.; - � II '��i� ��'� I'�I' �I�� I. ; '�;� h II H _ .I. a� ., '� �� ' j � � � � ' —' � , �, - . � :� � / 5' ��' 6' / 7' / 8' / 10' t 10' >` 8' / 7' / 6' % 5' �' � 72' (ROV� �, CONNECTORLOCAL[PROPOSED] �� Connector Local w/ Bike Lanes Proposed Section (Angled Parking) �+��'��` �� rs�. —�� ,� � ;'/ � �� } � ��" I � �� . � ,� , � ,� �I�,, �� ' ■� � ��, � i �;� � - � i�, ,:. ,�-�, � - ��. �.5 ;� � ; � � ' � ,� �� .. , _� _ � � . , ,-_-�, , .� � ,„ � , . r ._ i �I � � � � F -r � � _ y .= c �—' I I _'j -�-1 �► �L „ I � I � �� i ` � � _ i _ 1 � �� . � �, � � � � i � --` a —' i � r � � � _ � _ � ij �� I � � , � j� , � _ � — , �� ",,� � I ,� �� ,I� ��1 � � � — � �� I� , �� ■��'�; ��i � � � � . ,,i,' _--. _ —_ �- „�; j5' / 6' d 7' �' 19' f 10' f 10' f 8' / 7' / 6' / 5' �' I, 83' (ROV1n � � CONNECTORLOCAL[PROPOSED] PUD-Approved Engineering Variance Section ., ( � � �� = x � ; �'� � � ' �� v � i � � �T"` :,' �'' ` ,� /, _ , �: � � � � q �' � -' �, ` � j �'�; ,� ;� F° ��' �' � � ---� ;�:� � ��M� � — � ��m�� il�, , II� � I� _ _ -- ,��'��w h"�F �:�-° 4 �1:.. - �� I ;� --� � ��i��ii.v`��,` ;�� , ° �� I��I�� i� , ��' `�\ , ��, « - � � � I — � - � - �� , � u � � �I f i� �I ��'� �l...� j�``; ' ��, �' � I I_=�� I �� _� I-, I � , � i, �_ , - u I 1i � ; � �i�l �) ��I �,�.�,� r�� F - - `�' i� � _�� ,i� �� - � �, - _��Il�li�� u ��i 'i�;�j�'I ��i �i �' � _ � �1 I I�� 'i �i I. �r_ � -- �1, ` � �<�" _ 1, � � '� � ��I � i �' i�� ;' I ■I � I� � � �JI� I�i l�l I I_ � ,. % 5' �7'��8'�10' �10'� 8' �7'��5'i � 60' � CONNECTOR LOCAL [PUD APPROVED] LCUASS Section FORT COLLINS ONLY 63' ROW (MIN. 36' ROADWAY � . . ,_'/ � ��.i. =�i1- '•. : , o� � , o� TRAVELI TRAVE � . . ; / _.� . �/ •1. ..,:�, , ,,.: . ,�IJ -•- 1 S 10' LEFT 13' TU R N 13' TRAVEL TRAVEL 36' ROADWAY INTERSECTIONS (WHERE NEEDED) ROADWAY WIDTH: 36' wide without bike lane; 42' wide with bike lane; 36'; wide with left turn lane. RIGHT OF WAY WIDTH: 63' (min) plus 18' (min.) utility easement. TRAVEL LANES: Two lanes, 10' wide, 13' wide at intersections shared with bicyclists, or 10' wide where bike lanes are required. LEFT TURN LANES: 10' wide, at intersections where needed. BIKE LANES: Bicyclists shall share the roadway with motor vehicles in the travel lanes. Additional street width may be required to add bike lanes 6' wide on each side to accommodate bike traffic within and leading to activity areas. PARKING: Two lanes 8' wide. Parking will be removed at intersections where a left turn lane is required. PARKWAY: 8' (min.) width. Additional width optional. SIDEWALK: 5' (min.) width. Additional width may be required for higher pedestrian traffic serving activity areas. MEDIAN: Not required, except where necessary to control access and/or to provide pedestrian refuge. Additional roadway and right of way width may be required. WHERE USED: These specifications shall apply to streets providing local access and in areas without driveways. DESIGN SPEED: 30 MPH SPEED LIMIT: 25 MPH ACCESS: Access will be limited. Points of access must be approved by the Local Entity. CONTINUITY: The street shall be continuous for no more than 1320 feet. FENCES: Fences shall be setback a minimum of 2' from back of sidewalk or on the property line, whichever is greater. CURB AND GUTTER: Vertical curb and gutter. CONNECTOR LOCAL STREET LARIMER COUNTY DESIGN REVISION N0: FIGURE URBAN AREA FIGURE STREET STANDARDS DATE: 07/O1/21 "� - $F' ��E��N �l ;�:). (1 ;l �ti9r��x�� o ntava �' �' ��: J �-� j,,,,,� �.,_'i i'v�� I!:� � ��, 1725 I�"I ��;�;�pV=t� II �_��`A3,a�l ��i�,l Ft Col I i ns, CO . � � �'z �' �� Phase D Thoroughfares � �.�a,.�.r 3/6/2 0 2 4 �� $ 0 Y l� V� V� i�i 1 I� ��.i V�''vl (_ %�� fi `i �� If_ The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or used in connection with any work other than for the specific project for which they have been prepared without the written consent of the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction. : Paired One-Way Local (Merged Pair) Proposed Section (T4) � � i � �� ` �u�'�- � �. �, ,� -��d� �� i' �� ,�� j :� I ,.� � r��` �� T �� . . �� fi' iY - �i ! 11 . � � — I._. ;� ��Aiu��, ,�,> i i �, I� I I II �'"I� � -� , �� X5'�' 10'��8'�12'� 32'- f 12' �8'� 10' �5'� � io2� (Row) X PAIRED ONE-WAY LOCAL [PROPOSED] PUD-Approved Engineering Variance Section (T4) i� - , p� R\" J�:.� �I' �'A'i �a 1,_ I �� ;: r e�. � �,f ._ t � -- � s� � �, � �: 1_- I�_ �� _ i ,� ';i llj �� y �t �h(��T.�r II I li�' �li � I ii �i �� ; :��... I' � � `�. �° - , �, ��'� �� r e• ��• � Proposed Section (T5) , � �. . _ � :� , � �I� :�F��PF . ,�� ''y�. ."��. �� .�.�'�,. � S LF .e, I��I / �_ r:: � �� , ��,' ' :.F. � ,.: :: _ �:; ,,� ��' �. i � � I ,. .- .� --, ws'�� ..:.:,.:u :�' . �,,; �. `�,. .. � _ . `j�,: A.: s' �� /'� ' I. �I . . �..�� _ / �� N t,.. ,�> � _,� � i �� t � � ,. , � � : � �. � . .r .., . . .. � s, � � � �� _� .� _ , . ;: � E :� � .;, _} - , , �� , ,; , �� : � � .: .� .. _� - ►�' � �, .��ro`.� � F. i �' �: �� ., - ��' J i; ; � �. � i, 'I � ,�, . ,- . F.„ ' : . �� ., = ` ��_ ' \ a�� _ .� ,- I �� p � ,�,� �� I- ��,��i �� _ �n � "�t r -� " i ��.,,� �� II "V��i .,�. �„ � ; � � �� 'M� � A � � � � �� - � � p � � � � ` '� � ��11 11 �' I� J� � � � � •�; � i� �, ,� ,�� ,; "+�`� _ � � .�` ' � �' 7' �' 8'�8'�12'� 32'- � 12' �8'� 8' �7'� / 102' (ROW) — — � PAIRED ONE-WAY LOCAL [PROPOSED] PUD-Approved Engineering Variance Section (T5) / �� _ - a � \�. � � �- '' F .. _; i, � : r� .: � + e �A \ \ 9`. i., � — i ,4t r . ,.�: '•� `. �*'�� '' ?I�� . �: � i�..yrl � , � , �� A� I I � I F� ��.�� " , ,r-�3 H- , � � � . ! �� - ; � _ i rr i' r� ,�, � E�'s1 �� •1 � ; i \\ I /� — � �Y. � � � � _ a �� , _ _, � �, — , �; , � �- ;, � � I i � �� ,�M ' x i{ r J' ;� � i� `i � 1'��J ��! � 'i , �� : , ° � , . -, I�, � _- - - �, � � .. ,. <. � , . 'I I , , a'<, , _' -' '� . ' ; t ; ,,+ ;; , _ ' � I i i I�� < � II ; _ ,, t,=^ l k .. � � . , ��,-'�!� � �I p li : � � � ,�, — . � i_ �'i� � __� I -- 1 �, �� \ —' � ,�� il t , !� -� �� _ � : � i�9 '�i i�i � , t�l�'� � - � .t� - i- `' ,i' � ��, � i �ry i u 'I�,�� i o� lil w. � `i � - � �� P� 'e�q: r�!�' .i � �I � ��. �' �"' � .. � _ ��- ��;4 ., � � . . � '�.IJ : . . .. � ;.W, •' !: i �.., q dl'�' I �;.�� .�,:9i I� _ � � .� � __ � � _ -� _ � � � F�,� : . — � � L'�' ' ,�, —_ / 8' �' 10' �' 8' / 12' �' 10' —�5' � f5' �` 10' � 12' - f 8' i 10' i � 53' (ROV� VARIES (NOT ROW) 53' (ROW) � PAIRED O E-WAY LOCAL [PUD �PPROVEDJ �� ' 'i ''� 'i�'�' ,� ; �. �� '� 1 I� � � � /I�, � �, �_ . � �i I��,�� . L�� I �IIII� � �� r �� `' !��I e��. � �.,' i..�� LCUASS Section FORT COLLI NS ON LY 5' WALK (MIN) '8.5'. PKWY (MIN.) 9' UTI L. ESMT. 57' ROW (MIN. 30' ROADWAY 7 6' TRAVEL '•��/ � 5' WALK (MIN) '8.5'. PKWY (MIN.) � .... � ROADWAY WIDTH: 30' wide. RIGHT OF WAY WIDTH: 57' (min.), plus 18' (min.) utility easement. UTI L. ESMT. TRAVEL LANES: 16' wide. LEFT TURN LANES: None. BIKE LANES: Bicyclists to share travel lane with motor vehicles. Additional street width, up to 4' wider, may be required in the travel lane to accommodate bike traffic to serve activity areas, such as schools and parks. PARKING: Two lanes 7' wide. SIDEWALK: 5' (min.) width. Additional width may be required for higher pedestrian traffic serving activity areas. MEDIANS: None. WHERE USED: May be used for residential local streets providing access to single family detached dwellings with driveways. DESIGN SPEED: 25 MPH SPEED LIMIT: 25 MPH ACCESS: Access will be unlimited in accordance with these standards. CONTINUITY: The street shall be continuous for no more than 1320 feet. FENCES: Fences shall be setback a minimum of 2' from back of sidewalk or on the property line, whichever is greater. CURB AND GUTTER: Vertical curb and gutter, or driveover. However, if driveover is used, the parkways must be widened by 7' and thereby, the required right of way width will increase by 2' to provide 59'. �Y � £�' w� �� t '; �� . � �� t , � - A I_ �'�� Ti �� __ RESIDENTIAL LOCAL STREET LARIMER COUNTY DESIGN REVISION N0: FIGURE URBAN AREA FIGURE STREET STANDARDS DATE: 07/O 1/21 '� — 9F ��E��N �l ;�:). (1 ;l �ti9r��x�� o ntava �' �' ��: J �-� j,,,,,� �.,_'i i'v�� I!:� � ��, 1725 I�"I ��;�;�pV=t� II �_��`A3,a�l ��i�,l Ft Col I i ns, CO . � � �'z �' �� Phase D Thoroughfares � �.�a,.�.r 3/6/2 0 2 4 �� $ 0 Y l� V� V� i�i 1 I� ��.i V�''vl (_ %�� fi `i �� If_ The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or used in connection with any work other than for the specific project for which they have been prepared without the written consent of the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction. ,� 5' X 10' X 8' / 12' / 10' � 5' / / 5' / 10' / 12' / 8' / 10' f 5' / I, 50' (ROW) , VARIES (NOT ROW) 50' (ROW) � PAIRED ONE-WAY LOCAL [PUD AP�ROVED] � 0 Paired One-Way Local (Single One-Way) Proposed Section � � /� , , �� i,C � 'q �� r, � �� II J ' �', � �; - � i' _ �� I � � i�� I �� . ,I � ,� ,, �� I��I � ilil i �I�II ��i � Ili i� � � �'� �Ifllt � � ��hr `��.=�� i'� �i�� i I��V ��I I Ili� � � I- I �� '�` � � � i�� I�I�� I tiI�J'J� � n i. n —. �. i ��I I �_ � �� `�, : / 7' —f 8' / 8' / 12' ,�' 10' f 5' / 50' (ROW) '� ONE-WAY LOCAL [PROPOSED] f PUD-Approved Engineering Variance Section ,�� : � � ��, �-, �`�� , � i ,� � � ,,� ; � s:, � � �i, r • � L :�f IN�1 I I;, I ` , I i �� ; I � i � �� ; ; � .� � �+�, : � � �`F q Il Iy` , �- � � , li _ ,. ; � � �� I � �'� � ��i i�� ' �i� � � �`, ��,:�� `�� ' � \��, � I -� , � o : _ I c � X _�I, I� � ' ,�. � ,q�,'�', � r . s x�tr t �,i j y;�l l j� ��;�' � 'I.I_. `\ �� k ` � � - � r ..� �� .� �: i � � . I�� ;1 �� ' �� r�� q�� I� � _ � —��-,._ � �� `�� - � � � ��. ��Il' �� ,i� �i � i � I I . � � _ . - .Y _ � - � � � � I�� 1 � � � � � � �-, II�iL� �I�i �,I ��. �� / 8' y 10' / 8' � 12'- � 10'�5'� f5�10'� 12' f 8' % 10'—% � 53' (ROW) � VARIES (NOT ROW)y 53' (ROW) � PAIRED O E-WAY LOCAL [PUD APPROVED] LCUASS Section FORT COLLI NS ON LY 57' ROW (MIN. 5' WALK (MIN) 8.5' PKWY (MIN.) 9' UTI L. ESMT. � PARK 7' ROADWAY WIDTH: 30' wide. 30' ROADWAY 5' WALK (MIN) .� . � . , � ..,, . ' ��.�. �►��' .� �� ... RIGHT OF WAY WIDTH: 57' (min.), plus 18' (min.) utility easement. TRAVEL LANES: 16' wide. LEFT TURN LANES: None. BIKE LANES: Bicyclists to share travel lane with motor vehicles. Additional street width, up to 4' wider, may be required in the travel lane to accommodate bike traffic to serve activity areas, such as schools and parks. PARKING: Two lanes 7' wide. SIDEWALK: 5' (min.) width. Additional width may be required for higher pedestrian traffic serving activity areas. MEDIANS: None. WHERE USED: May be used for residential local streets providing access to single family detached dwellings with driveways. DESIGN SPEED: 25 MPH SPEED LIMIT: 25 MPH ACCESS: Access will be unlimited in accordance with these standards. CONTINUITY: The street shall be continuous for no more than 1320 feet. FENCES: Fences shall be setback a minimum of 2' from back of sidewalk or on the property line, whichever is greater. CURB AND GUTTER: Vertical curb and gutter, or driveover. However, if driveover is used, the parkways must be widened by 7' and thereby, the required right of way width will increase by 2' to provide 59'. RESIDENTIAL LOCAL STREET LARIMER COUNTY DESIGN REVISION N0: FIGURE URBAN AREA FIGURE STREET STANDARDS DATE: 07/O 1/21 '� - 9F ��E��N �l ;�:). (1 ;l �ti9r��x�� o ntava �' �' ��: J �-� j,,,,,� �.,_'i i'v�� I!:� � ��, 1725 I�"I ��;�;�pV=t� II �_��`A3,a�l ��i�,l Ft Col I i ns, CO . � � �'z �' �� Phase D Thoroughfares � �.�a,.�.r 3/6/2 0 2 4 �� $ 0 Y l� V� V� i�i 1 I� ��.i V�''vl (_ %�� fi `i �� If_ The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or used in connection with any work other than for the specific project for which they have been prepared without the written consent of the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction. �10 Residential Local Proposed Section (T3) ;��r�,. I� V � � , : _ �� / 5' / 6� 6�� , �- v �� t� { ' - � �'j� � - , + �`� ,1,; _ � � i�. i � I�� `,c-= � �� r. � � �, � . j 51' RESIDENTIAL LOCAL [PUD APPROVED] �� . ,�� _. ��- ;� � � . ' � -� �! ��i� , ,� i III I Ijl .� I= II�I �� ;��I, �i ,�, — � i�� .. �I I�� ii �i { , �, q' �� ,�� li� I,�� m� �'m.l�� 1 .� l ■I '�� 7� � �,";� JJ�'1]J �; ��,, � %6'6"/ 5' � , ��,�'�� _ =I!II, �� II ,r�� , r --�-- � ` �1 � ,1 - � .'�_ , � � � � �I I J' 10'— f 10'� 8' � 5'-� 6' 6" Y 51' � RESIDENTIAL LOCAL [PROPOSEDJ � � I .��__� � �-, �.�. ,;� � �� I �j� II i \ �� .� I'�� ,� l �� G� �,�� ,1�,�� ;,;� �i �,� '� - � , i,,�' , ,�,I 'm, m�� i �ll ' � I �,, �'r � i �' I ��°�� i�� il�� - � PUD-Approved Engineering Variance Section �Identical to the above] LCUASS Section FORT COLLI NS ON LY 5' WALK (MIN) '8.5', PKWY (MIN.) 9' UTIL. ESMT. Proposed Section (T4) 57' ROW (MIN. ;��,� ,�� I � � �� I ,' �� " . b� �,y �� , � ,�� , , � , . i�� '� _ _� �� .� ; - �i�,�:� , i� � � i'i� � � � � j,�� I�� I�,,I � i�� I� �. l�i,�� , � �i��l ��'�' � ' �I'�� `�� _:.. � d 'I�I � ■ 30' ROADWAY '8.5', PKWY (MIN.) 1 6' TRAVEL ..�. � ARK � , 5' WALK (MIN) I 9' UTIL. � ESMT. ROADWAY WIDTH: 30' wide. RIGHT OF WAY WIDTH: 57' (min.), plus 18' (min.) utility easement. TRAVEL LANES: 16' wide. LEFT TURN LANES: None. BIKE LANES: Bicyclists to share travel lane with motor vehicles. Additional street width, up to 4' wider, may be required in the travel lane to accommodate bike traffic to serve activity areas, such as schools and parks. PARKING: Two lanes 7' wide. SIDEWALK: 5' (min.) width. Additional width may be required for higher pedestrian traffic serving activity areas. MEDIANS: None. WHERE USED: May be used for residential local streets providing access to single family detached dwellings with driveways. DESIGN SPEED: 25 MPH SPEED LIMIT: 25 MPH ACCESS: Access will be unlimited in accordance with these standards. CONTINUITY: The street shall be continuous for no more than 1320 feet. FENCES: Fences shall be setback a minimum of 2' from back of sidewalk or on the property line, whichever is greater. CURB AND GUTTER: Vertical curb and gutter, or driveover. However, if driveover is used, the parkways must be widened by 1' and thereby, the required right of way width will increase by 2' to provide 59'. RESIDENTIAL LOCAL STREET LARIMER COUNTY DESIGN REVISION N0: FIGURE URBAN AREA STREET STANDARDS FIGURE DATE: 07/O 1/21 "� - 9F ��E��N �l ;�:). (1 ;l �ti9r��x�� o ntava �' �' ��: .J � . � j ,,,,,� �.,_'i i'v�� I!:� � ��, 1725 I�"I ��;�;�pV=t� II �_��`A3,a�l ��i�,l Ft Col I i ns, CO . � � �'z �' �� Phase D Thoroughfares ii= � �.�a,.�.r 3/6/2 0 2 4 �� $ 0 Y l� V� V� i�i 1 I� ��.i V�''vl (_ %�� fi `i �� If_ The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or used in connection with any work other than for the specific project for which they have been prepared without the written consent of the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction.