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HomeMy WebLinkAboutDocument Markups - 08/19/2025 WILLOX FARM SUBDIVISION 0 0 ig. . A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 2 , TOWNSHIP 7 v NORTH , RANGE 69 'WEST OF THE 6TH P . M . , CITY OF FORT COLLINS , COUNTY OF LARIMER, STATE OF COLORADO 0 , STATEMENT O OWNERSHIP AND SUBDIVISION: MAINTENANCE GUARANTEE: OWNER/APPLICANT Know all persons by these presents,that the undersigned owner(s)of the following described land: The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the City of the Arbor Capital, LLC � improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in connection with the Development lames itigheimer 3 , A tract of land sit ate in the Northeast 1/4 of the Northwest%4 of Section 2,Township 7 North,Range 69 West of the 6th P.M.,which considering the North line of the which is the subject of this Plat. This warranty and guarantee is made in accordance with the City Land Use Code and/or the Transitional Land Use 4040 MacArthur Blvd. Suite 250 v � Northeast 1/4 of s d Northwest'/4 as bearing N 89 degrees 58'09"E (Measured- S89'l6'05"E), and with all bearings contained within relative thereto, is contained Regulations, as applicable. This guarantee applies to the streets and all other appurtenant structures and amenities lying within the rights-of-way, Easements pp g pp Pp Y g Newport Beach, CA 92650 gi within the boundE ry lines which begin at a point on the East line of the Northeast %4 of said Northwest%4 which bears S 00 degrees 04'09"E 320.80 feet(Measured: and other public properties, including, without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and © r SOO°55'18" fr m the North'/4 corner of said Section 2 and run thence aloe said East line, S 00 degrees 04'08: E 964.74 feet Measured: SOO'55'18"W 964.69 feet landscaping. An maintenance and/or repair required on utilities shall be coordinated with the owning utility company or department. g � E L� g 1p' { ) P g• Y P q g tY p Y p to the center-No 1/16 corner of said Section 2; thence along the South line of the Northeast'/4 of said Northwest 1/4, S 89 degrees 53'50"W 662.52 feet (Measured: l N89019'45"W, 6 .76 feet) ;thence departing said South line,N 00 degrees 05'34"W 592.81 feet (Measured:N00°41'00"E);thence S 89 degrees 53'50"W 100.00 The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety requirements P LAN N E R/ c c 4 feet(Measured: 9'19'45"W);thence N 00 degrees 05'34"W 370.00 feet(Measured:NOO'41'00"E);thence N 89 degrees 53'50"E, 100.00 feet(Measured: and environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be corrected and repaired, all damages to said LANDSCAPE ARCHITECT w W -d S89'19'45"E);th ce N 00 degrees 05'34"W 323.56 feet(Measured:NOO'41'00"E,323.38 feet)to a point on the North line of the Northeast 1/4 of said Northwest 'A; improvements resulting from development-related or building-related activities. In the event the Owner fails to correct any damages within thirty (30) days Kristin Turner E thence alon said orth line,N 89 degrees 58'09"E 482.05 feet Measured: S89'16'05"E,482.11 feet); thence departing said North line S 00 degrees 04'08"E 320.80 after written notice thereof, then said damages may be corrected b the City and all costs and charges billed to and aid b the Owner. The City shall also have r WEST WILLOX LANE Z E~ u E 0 g { ) P g g Y Y h' $ P Y tY TB Group W j w o c o c feet{Measured: S 0°55'18"W) thence N 89 degrees 58'Q9"E 181.OQ feet (Measured: S89°16'Q5"E)to the Point of Beginning, an other remedies available to it as authorized b law. An damages which occurred prior to the end of said two 2 year period and which are unre aired at 444 Mountain Avenuea c Y Y Y g p ( ) Y p p w EM/ < County of Larim the termination of said period shall remain the responsibility of the Owner. Berthoud, Colorado 80513 LU tU State of Colorado Fort) 532-5891 ,f J REPAIR GUARANTEE: o o Said described tra t contains 828,148 square feet or 19.012 acres, more or less. SITE ENGINEER Z In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five (5) year o period, commencing upon the date of completion and first acceptance by the City of the improvements to be constructed in connection with the development EPS Group, Inc. For themselves and their successors in interest(collectively Owner )have caused the above described land to be surveyed and subdivided into lots,tracts and streets which is the subject of this Plat, from any and all claims, damages, or demands arising on account of the design and construction of public improvements of the Amanda Poincelot w as shown on this lat to be known as WILLOX FARM SUBDIVISION(the"Development"), subject to all easements and rights-of-way now of record or existing or property shown herein; and the Owner furthermore commits to make necessary repairs to said public improvements, to include, without limitation, the roads, 301 North Howes Street, Suite 100 Z o indicated on this lat. The rights and obligations of this Plat shall run with the land. Fort Collins, Colorado 80521 Z ca 3 g g streets, fills, embankments, ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of--way, Easements and other public properties, resulting « Z Z from failures caused by design and/or construction defects. This agreement to hold the City harmless includes defects in materials and workmanship, as well as (970) 221-4158 SITE U � o defects caused by or consisting of settling trenches, fills or excavations. CERTIFICATE C F DEDICATION: Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner or his/her SITE SURVEYOR The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter "City"), for public use, forever, a permanent right-of-way for street successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques and due caution in purposes and the'Easements"as laid out and designated on this Plat;provided,however,that(1) acceptance by the City of this dedication of Easements does not impose the construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks and rivers, and any EPS Group, Inc. upon the City a C uty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets does not impose upon the City a duty to other matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall be the liability of the Owner. I further warrant Bob Tessely, PLS p Y that I have the right to convey said land according to this Plat. 301 North Howes Street, Suite 100 maintain streets s dedicated until such time as the provisions of the Maintenance Guarantee have been full satisfied. The streets dedicated on this Plat are the fee � Y g ,Fort Collins Colorado 8t)521 property of the City as provided in Section 31-23-107 C.R.S. The City's rights under the Easements include the right to install, operate, access, maintain, repair, Fort)22ins Co VICINITY MAP reconstruct, remove and replace within the Easements public improvements consistent with the intended purpose of the Easements; the right to install, maintain and use NOTICE OF OTHER DOCUMENTS: NORTH 4"=2000' gates in any fenc s that cross the Easements; the right to mark the location of the Easements with suitable markers; and the right to permit other public utilities to con = r exercise these san a rights. Owner reserves the right to use the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the O o City is responsible for maintenance of its own improvements and for repairing any damage caused by its activities in the Easements,but by acceptance of this dedication, Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and covenants Q CC the City does not accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will maintain the that, along with the obligations under this Plat, run with the land. The said documents may also be amended from time to time and may include, without 2 0 surface of the Eas ments in a sanitary condition in compliance with any applicable weed,nuisance or other legal requirements. limitation, the Development Agreement, Site And Landscape Covenants,Final Site Plan, Final Landscape Plan, and Architectural Elevations,which documents SURVEYOR NOTES: m `� are on file in the office of the clerk of the City and should be closely examined by all persons interested in purchasing any portion of the Development site. U3 Z Except as express y permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or permit the 1) Basis of Bearings is the North line of the Northeast Quarter of the Northwest Quarter of Section 2-7-69 as bearing South 89' 16'05"East(Recorded:N 89 ♦ � N installation on the Easements, of any building, structure,improvement, fence,retaining wall, sidewalk, tree or other landscaping(other than usual and customary grasses i„ o Cr and other ground cover). In the event such obstacles are installed in the Easements, the Cityhas the right to re require the Owner to remove such obstacles from the ATTORNEY'S CERTIFICATION degrees 58 09 E) (assumed bearing)with the West 1/16th corner of Section 2 being a 3 a aluminum cap on#6 rebar, stamped LS 38106 and the North corner of ) q being a Section 2 3 4" aluminum cap on#6 rebar, stamped LS 3$106. Easements. If O er does not remove such obstacles, the City may remove such obstacles without any liability or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not to remove the obstacles, the City will not be liable for any damage to the obstacles or any I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a)through(e)inclusive of the Land Use Code other property to which they are attached. of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under 2) For all information regarding easements, ri e of record, EPS Group,Inc. relied upon File Number 1 OQ-NQ023519-030 TII,Amendment No. 1 the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder of Larimer County, Colorado as of the date of prepared by Fidelity National Title, dated ember 3,202 current title commitment will be provided to the sur�74d or prior to finalizing the survey. The rights granted o the City by this Plat inure to the benefit of the City's agents, licensees,permittees and assigns. execution of the Plat and other information discovered by me through reasonable inquiry and is limited as authorized by Section 2.2.3(C)(3)(f)of the Land 7 f 4 1 S P,4'� 'S ev E` C71'LVOL) ,f-�d �p Use Code. 3) The lineal unit of measurement for this plat is U.S. Survey Feet, 4) EPS Group, Inc. or the Professional Land Surveyor listed hereon, does not have the expertise to address mineral rights, and recommends the owner retain an Attorney: expert to address these matters. EPS Group, Inc. or the Professional Land Surveyor listed heron assumes no responsibility for the mineral rights upon the subject properly. OWNER: Address: 5) A copy of the title commitment and the documents contained therein were provided to the owner, client and attorney listed hereon for their use and review. m BY: Registration Na: 6) Not all documents listed in the title commitment are plottable or definable by their terms. All easements that are definable by their descriptions are shown cj\ N hereon with sufficient data to establish their position. Owner,Client and others should refer to the title commitment and those documents listed therein for a true tz understanding of all rights of way,easements,encumbrances, interests and title of record concerning the subject property. STATE OF COLO RADO ) )ss. APPROVED AS TO FORM CITY ENGINEER 7) For easements created by separate document and shown hereon refer to record document for specific terms. COUNTY OF LAT JMER ) a_ By the City Engineer of the City of Fort Collins, Colorado,on this day NORTHERN COLORADO WATER ASSOCIATION 8) Easements and other record documents shown or noted hereon were examined as to location and purpose and were not examined as to restrictions,exclusions, do °o Z FThe foregoing ins ent was acknowledged before me this day of ,20 ,by EASEMENT ACCEPTANCE conditions, obligations,terms, or as to the right to grant the same• o E oU 0J as of 9) Adjacent property owner information per the Larimer County Land information Locator. APPROVED: PRESIDENT s 10) Per CRS 38-51-105 (3)(a),(3)(b), (4)(b), (4)(e), & 5,the Developer/Owner of the subdivision plat has the requirement of providing monumentation of the DATE: interior corners created by this platting procedure within one year of the effective date of a sales contract. The Surveyor of record of said subdivision plat has only Witness my hand a id official seal City Engineer the required responsibility of providing for the on the ground monumentation of the external boundary of the subdivision plat. DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES 11) There may be other documents related to the subject property that were not discovered by the Iand surveyor and or title company listed hereon. My commission a fires: APPROVAL - E constitute a warranty or guaranty,expressed or implied. DORA Bylaws and Rules (4 CCR 730 1.6 B 2). Z Notary Public Collins, Colorado, on this day APPROVED: 13) The Professional opinion of the Surveyor is not a determination of law,nor a matter of fact. O V) _ _ r� PRESIDENT v 1 14) The adjoining rights of way are depicted hereon for reference only and as requested by the City of Fort Collins. Those areas depicted outside of the subject Z 0 DATE: property boundary are for reference purposes only. Director of Community Development and Neighborhood Services 15) All bearings and distances are derived from field measurements unless otherwise noted. The recorded bearings and or distances shown heron are taken from existing public records and will not match the measured bearings and or distances due to differences in the datum and or projections used to complete the survey. O LIENHOLDER: O SURVEYOR'S STATEMENT 16) Colorado is a "Right-to-Farm" State pursuant to C.R.S 35-3.5-101 to 35-5.5-103. Landowners,residents and visitors must be prepared to accept the activities, sights, sounds,and smells of agricultural operations as a normal and necessary aspect of living in a rural or agricultural sector. State law provide that ranching. �n I,Robert C. Tessely, a Colorado Registered Professional Land Surveyo rte that this Subdivision Plat was prepared from an actual farming,or other agricultural activities and operations shall not be considered to be nuisances so long as operated in conformance with the law and in a v J BY, survey under my personal supervision, that the monumentati ted he were found or set as shown, and that the foregoing plat is non-negligent manner. Therefore all must be prepared to encounter activities, sounds,odors, lights,mud, dust smoke chemicals,machine on public roads, g g p � p p P� a machinery an accurate representation thereof, all this to the f my led a informs n and belief. livestock on public roads, storage and disposal of manure, and the application by spraying or otherwise of chemical fertilizers, soil amendments,herbicides, and STATE OF COLD O ) pesticides,and one or more of which may naturally occur as a part of legal and non-negligent agricultural operations. n/ 0 LL )ss. 17) Document recorded at Reception No. 20150068974 shall be vacated by separate document upon construction of a sanitary sewer connection for Parcel < LL O COUNTY OF L R ) 9702200002. LL LL The foregoing instr iment was acknowledged before me this__day of_ _ , 20 ,by 18) T is survey is a draft only. Monuments have not been set or upgraded. Monuments will be set and/or upgraded prior to finalizing and/or recording. "Set" x O W r information depicted hereon is for reference purposes only. **This note will be removed prior to the surveyor signing the survey. as ofT-- l'"j� .` „ ter. l Ll 00� --ru L _J Witness my hand at d official seal Robert C.Tessely � ��� Colorado Profe , yo For and o S My commission ex ires: ps ou ' �1 NOTES AT THE REQUEST OF THE CITY OF FORT COLLINS: [�TICE Notes as requested by the City of Fort Collins and listed hereon are being required as a condition of approval by the City of Fort Collins. The notes, as they appear Notary Public ALL RESPONSIBILITIES AND COSTS OF OPERATION,MAINTENANCE AND hereon,were forwarded to EPS Group by the City of Fort Collins and shall not be construed as the act or practice of land surveying as defined by the State of 1, RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE Colorado, These notes simply appear hereon as a directive of the City of Fort Collins. PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE . There shall be no private conditions,covenants or restrictions that prohibit or limit the installation of resource conserving equipment or landscaping that are OWNERS OF SAID PROPERTY,EITHER INDIVIDUALLY,OR COLLECTIVELY, THROUGH A Sheet PROPERTY OWNERS'ASSOCIATION,IF APPLICABLE, THE CITY OF FORT COLLINS SHALL allowed by Sections 12-12Q - 12-122 of the City code. HAVE NO OBLIGATION OF OPERATION,MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO FLOOD ZONE DESIGNATION: According to FIRM Panel 08069CQ9776 for Larimer County, dated June 17,2008,this tract lies within a FEMA 1 ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. designated area of minimal flood hazard(Zane X). ")- Cof 4 Sheets FARM SUBDIVISION � a � ° WILLOX A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 2 , TOWNSHIP 7 NORTH , RANGE 69 WEST OF THE 6TH P . M . , CITY OF FORT COLLINS , COUNTY OF LARIMER, STATE OF COLORADO c � Mr N O � U y U i 3 V'0 N CURVE TABLE CURVE TABLE T CURVE DELTA RADIUS LENGTH BEARING CHORD CURVE DELTA RADIUS LENGTH BEARING CHORD T C1 76°24'30" 165.00' 220.04' N51°03'50"W 204.09' C39 1'01'11" 2528.50' 45.00' N00'19'45"W 45.00' ----- _---- ---- - -- - - - o .g LAND USE TABLE U d C2 4°54'12" 193.50' 16.56' N86°48'59"W 16.55' C40 1°01'13" 2528.50' 45.02' N01°20'57"W 45.02' �U y PARCEL AREA PERCENT USE OWNED &MAINTAINED BY C3 13°1441" 165.00' 38.14' N06'14'14'W 38.06' C41 0`21'59" 2528.50' 16.17' NO2°02'33"W 16.17' TRACT TRACT 212.814S.F. 4.89A.C. 25.70% Drainage, Utility&Public Access Easement HOA Iib E b ~ , ^ C4 90°00'00" 40.00' 62.83' N45°23'06"E 56.5T C43 0°0T13" 2471.54' 5.19' S00°14'10"W 5.19' TRACTB 81,670 S.F. 1.87 AC. 9,86% Drainage Easement HOA O, o ❑ o 0 C U U U N CS 90°00'00" 40.00' 62.83' S44°36'54"E 56.5T C44 1°09'33" 2471-54' 50.01, S00°24'13"E 50.00' TRACT C 25,738 S.F. 0.59 AC. 3.11% Drainage Easement HOA Z', ¢ 0 TRACT C6 2'36'39" 2500.00' 113.91' S00'55'13"E 113.90' C45 1'09'35" 2471.54' 50.03' S01'33'47"E 50.03' BLOCK 1 1 S.F. .35 AC. 1. % Drainage Easement HOA LOTS (62) 319.184 180 S.F- 7.33 AC. 38.54 % Single-family Residential Property Owner C7 2'54'32" 2500.00' 126.93' SOO'46'16"E 126.91' C46 0°04'57" 2471.54' 3.56' S02°11'03"E 3.56' N EXISTING ROW 14,461 S.F. 0.33 AC. 1.75I Right of Way City of Fort Collins M a C8 89°57'05" 15.00, 23.55' N44'17'32W 21.20' C47 0°08'33" 2528.50' 6.29' S02'09'16"E 6.29' O ~O O PROPOSED ROW 159,101 S.F. 3.65 AC. 19.21°�o Right of Way City of Fort Collins J v TOTAL 828,148 S.F.1 19.01 A.C.1 100.00% C9 76°24'30" 193.50' 258.05' N51°03'50"W 239.35' C48 1'15'18" 2528.50' 55.38' S01'27'20"E 55.38' O ° C10 0°25'02" 2471.50' 18.00' NO2'01'01"W 18.00' C49 1'15'07" 2528.50' 55.25' S00'12'08"E 55.25' C11 13'14'41" 193.50' 44.73' N06°14'14"W 44.63' C50 14°39'08" 193.50' 49.48' N77°02'19"W 49.35' O 0 Z w 3 J U 3 Z Z C12 14°35'31" 171.50' 43.68' N06'54'39"W 43.56' C51 15°00'44" 193.50' 50.70' N62'12'23"W 50.55' rn (n N H r K t0 C13 14°36'15" 171.50' 43.71' S82'1846"E 43.60' C52 23°15'57" 193.50' 78.57' N24°29'33W 78.03' C14 14'35'33" 171.50' 43.68' N83°05'20"E 43.56' C53 7'50'04" 193.50' 26.46' N08'56'33"W 26.44' LOT& BLOCK TABLE BLOCK #OF LOTS C15 119°11'06" 76.50' 159.13' S44°36'64"E 131.95' C54 5°24'38" 193.50' 18.27' NO2°19'1YIN 18.27' LLI LOT 8 1 5 C16 14°35'33" 171.50' 43.68' S07`40'53"W 43.56' C55 5°08'17" 1 171-50' 15.38' NO2°11'02"W 15.37' _- - - -- ---- - 2 14 C17 90,00,00" 15.00' 23.56' S44°36'54"E 21.21' C56 9'27'13" 171.50' 28.30' N09°28'48"W 28.27' Z TRACT C 3 13 LOT 6 LLJ LOT 7 4 10 C18 1°02'37" 2471.50' 45.02' N01'17'11"W 45.02' C57 13'00'00" 76.52' 17.36' N07°42'24"W 17.33' Lu 5 14 C19 67°4645" 136.50' 161.48' S55°22'42"E 152.22' C58 31°40'45" 76.52' 42.31' N14°37'58"E 41.77' TRACT A > 6 6 LOT 6 LOT 9 � LOT 1 TOTAL LOTS 62 con 93- C20 89°54'52" 15.00' 23.54' N44°39'28"W 21.20' C59 119'11'45" 76.52' 159.20' S45°23'28"W 132.00' LOT 5 0 1 J V O C o C21 90°05'19" 15.00' 23.59' S45°20'27"W 21.23' C60 31°00'14" 76.52' 41.41' N45°58'27"E 40.90' 0 O o cc C22 2°31'19" 2471.54' 108.79' SOO°57'52"E 108.78' C61 89°52'08" 15.00' 23.53' S44°15'04"E 21.19' TRACT B LOT 5 LOT 10 LOT 2 �' CS o m p C23 2°54'32" 2528-50' 128.37' S00°46'16"E 128.36' C62 90'07'51" 15.00' 23.60' N45°44'55"E 21.24' U LOT 4 U Z C24 2°54'32" 2471.50' 125.48' N00'46'16"W 125.46' C63 30°51'39" 76.52' 41.22' N76°54'24"E 40.72' O O O LOT 11 (n LOT 3 e ON a-- LOT a N C25 90°02'55" 15.00' 23.57' N45°42'28"E 21.22' C64 12'39'07" 76.52' 16.90' S81°20'13"E 16.86' o C26 76'24'30" 136.50' 182.03' S51'03'50"E 168.84' C65 11'17'06" 171.50' 33.78' S80°39'12"E 33.72' LOT 3 (j1 m LOT 12 LOT 4 C27 13°14'41" 136.50' 31.55' S06°14'14"E 31.48' C66 3°19'09" 171.50' 9.94' S87°57'19"E 9.93' LOT 3 C28 90*00,00" 15.00' 23.56' S45°23'06"W 21.21' C67 11'23'00" 171.50' 34.07' N84'41'37"E 34.02' C29 85°58'23" 15.00, 22.51' N47°4444"E 20.45' C68 3°12'34" 171.50' 9.61' N77°23'50"E 9.61' LOT 2 LOT 2 U LOT 13 1-- LOT 5 C30 1'02'36" 2471.50' 45.00' N00'14'35"W 45.00' C69 27'30'21" 76.50' 36.73' N89'3244'E 36.37' - C31 2'31'31" 2528.50' 111.44' N00'57'47"W 111.43' C70 32°19'05" 76.50' 43.15' S60°32'33"E 42.58' LOT 1 LOT 1 LOT 14 LOT 6 C32 90°00'00" 15.00' 23.56' N45°23'06"E 21.21' C71 31°41'26" 76.50' 42.31' S28°32'17"E 41.78' N C33 90*00,00" 15.00, 23.56' S44'36'54"E 21.21' C72 27'40'14" 76.50' 36.95' S01°O8'33"W 36.59' ^U C34 90,00,00" 11.50' 18.06' S45°23'06"W 16.26' C73 3°09'50" 171.50' 9.47' S13°23'44"W 9.47' LOT 7 O m C35 90°00'00" 11.50' 18.06' N44°36'54"W 16.26' C74 11'25'43" 171.50' 34.21' SO6°05'58"W 34.15' SUNSET TERRACE __,� W N LANE wo W C36 18`34'29" 193.50' 62.73' N45°2446"W 62.46' C75 4°04'32" 15.00' 1.07' NO2°43'16"E 1.07' LOT 8 ¢n v e� Zi~ �j C37 0'07'07" 2528.50' 5.24' N00°14'25"E 5.24' C76 0*24'17" 2471.50' 17.45' N00°28'52"E 17.45' C38 8°37'45" 136.50' 20.56' S17°10'28"E 20.54' C77 0'15'34" 2528.50' 11.45' SOO'33'13"W 11.45' LOT 13 LOT 5 LOT 6 f LOT 9 `ate LLI Lu N p IJ Z Z LOT 4 LOT 7 H LOT 10 I- D r, o z E LOT 12 LLI U) U a m 0 C) (if �- _ < ch Q LOT 3 U LOT 8' ~ �' LOT 11 ~ LOT 11 O < O w L U 1 ~ cc O O 0 LOT 2 LOT 9 LOT 12 LOT 10 J Z LOT 1 LOT 10 (a LOT 13 7 LOT 9 Z LOT 14 O uJ SAINT GRACE STREET U) Z 0 LOT 8 > J a M N m 00 LOT 7 O O O O OJ J J J O J - O BLOCK 3 U O LL LL TRACT A LL LL O X OLU - -- -- -- - -- - - - -- O NORTH ,. . -��pN, 80 0 80 160 240Feet ` t4o. og CO �� ����� ( IN U.S. SURVEY FEET ) ,Rs\ IM� PPVRPos'E Sheet 1 inch = 80 ft. o1�p1N�' PRELIMINARY 2 RobeR C.Tessely Colorado Professional Land Surveyor No.38470 For and m behalfofEPS Group,in°. Of 4 Sheefe WILLOX FARM SUBDIVISION A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 2 , TOWNSHIP 7 NORTH , RANGE 69 WEST OF THE 6TH P . M . , CITY OF FORT COLLINS , COUNTY OF LARIMER, STATE OF COLORADO � bw C y p b v � O e3 a 3 � aa�55 i° ^ V L UNPLATTED UNPLATTED WEST 1/16 CORNER POINT OF W y SECTION6 COMMENCEMENT u FND# REBAR WITH NORTH 1/4 CORNER (� r ~ E d 3 1/4"ALUMINUM CAP _ NORTH LINE OF TH-� --_ U C 2 __ SECTION 2-T7N-R69W Q G � 0 y STAMPED LS 38106,2016 NE n OF THE NW< EXISTING 10'MOUNTAIN STATES WEST WILLOX LANE (60' PUBLIC ROW) FND#6 REBAR WITH �i p, a`0 v , IN MONUMENT BOX SECTION 2-7-69 (R)N89°58'09"E UTILITY EASEMENT (R) N89°58'09"E 482.05' (PER LARIMER COUNTY ROAD BOOK RPAGE 3 va"ALUMINUM CAP '`-'' b A '� BASIS OF BEARINGS (M)S89°16'05"E 1326.22' REC.NO.87027758 (M) S89°16'05"E 482.11' 102 & 103 FILED FOR RECORD 9-8-1880 STAMPED LS W MONUMENT B10X 2014 663.11' S89°16'05"E FND#4 REBAR o 30'EXISTING 181.00, p. CAP ILLEGIBLE M RIGHT-OF-WAY 30'EXISTING $ FND#4 REBAR w/ r RIGHT-OF-WAY o YELLOW PLASTIC CAP ,. - 12.00' N89°16'05"W 481.99' m LS 38480 12.00 r S89°16'05"E 115.03' F a p'�II E ei I U6 S89016'05"E 279.90' 18'UE z x o 6'CITY OF FORT COLLINS T _ UTILITY EASEMENT 12'ADDITIONAL -I ow o z z rn REC.NO.20090003657 12'ADDITIONAL PUBLIC ROW 28.5' 28.5' I PUBLIC ROW TRACT A m N N F n DEDICATED BY THIS PLAT I DEDICATED DE UE PAE 30 RIGHT OF WAY EASEMENT 20'IRRIGATION EASEMENT I � BY THIS PLAT ' ' TO NORTHERN ASSOCIATION DO FOR FUTURE CITY OF f 9'UE 212,$14 sq.ft. WATER ASSOCIATION - FORT COLLINS PARKS DEPT. I v I 4.886 ac BOOK 1277,PAGE 308 IRRIGATION LINE - c I S89°16-05"E 138.22' IF-45.00' - -45.00'- - -48. czo LEGEND80MN " e o� $ ,3 MM BLOCK 1 7p0 PROPOSED EA SEMENT LINEM9 UE o o W I W •� o o ?T M wl ° g S0. cow,p - - - EXISTING EASEMENT LINE d O I $ O Z I 73• W o"- ' CD TRACT B w w LOT 1 LOT 2 o °.-° o I$ - = E o c o PROPOSED CENTERLINE c 'q I N > U a 4500 sq.ft. 0 4504 sq.ft. o LOT 3 N v 8 0 o - S o °p DE Q J I v q' 5056s .W° to P UNPLATTED � � ' EXISTING RIGHT-OF-WAY Z O co I 81,670 s . ft. I 00 I o v q C o I W o Z N a O d o CO 9'UE LOT 4 q iv N �' PROPOSED RIGHT-OF-WAY �. $ O 1.875 ac. _g z ;T J _ __ -_ __ _ _ _ _� 4968 sq.ft. S9 Cl) I I BOUNDARY LINE < v Q8 45.00' 28.46' C2 C \ LOT LINE ? O o J N89°16'05"W 73.47' S0 $ N - LOT 5 SECTION LINE • R - N89 16pN JOSEPH STREET h CS7� 5416 sq.ft. o I FOUND PROPERTY CORNER m 116.94' --� H ? 6'CITY OF FORT COLLINS AS DESCRIBED (57' PUBLIC ROW) o UTILITY EASEMENT REC.NO.20090003657 0 CALCULATED POSITION ONLY S89'16'05"E 73.40' m u� g o Gay N C S\ FOUND SECTION CORNER FND#4 REBAR w/1" o w C29 S89°36'54"E \ I I AS DESCRIBED - FND#4 REBAR w/ YELLOW PLASTIC CAP N o - 99.96' FND#4 REBAR w/ c v C75 � \ Q \ YELLOW PLASTIC CAP YELLOW PLASTIC CAP UE UTILITY EASEMENT FND#4 REBAR w/1" LS 38480 v (6 Cl) o \49 26 LS 38480 I / POINT OF DE DRAINAGE EASEMENT ORANGE PLASTIC CAP (R) N89053'50"E 100.00' I oo N LOT 8 0 V UE 1 (R)N89°58'09"E 181.00' LS38480 BEGINNING PLS 37899 M S89°19'45"E 100.00' C77 z I 4501s ft. o �\ \ n (M) S89°16'05"E 181.00' PAE PUBLIC ACCESS EASEMENT ( ) S89°40'S3"E C76 q 109.82' TRACT C \ ,y 10.001 I N00°00'00"E 28.5' 28.5' N89-36-54-W 100.09 w DE \ a -181.00' ROW RIGHT OF WAY m T 55.12' rn (f- 9'UE o _ 25,738 sq.ft. \ \ \ w a, N 0 y UNPLATTED n o (M) MEASURED BEARING/DISTANCE �- _ LOT 6 �, o f LOT 7 0.591 ac. \ w N LO F I 6060 sq.ft. I 1- -4504 sq.ft. 5"W - _ / PRIVATE 20'SANITARY \ 1 �- g11°pg2 CO, p$25"E SEWER EASEMENT (R) RECORDED BEARING/DISTANCE qQ �o cn^ re it;S89°36'54"E I N o N I 6'UE g8 d5' w , Kn° TO KAFKA _ __ PRIVATE 20'SANITARY 110.01, U -V U N89°36'54"W 100.02'-3 1p �`- 100• _� _/ REC.NO.20150068972 v SEWER EASEMENT 1 N1 N01°32'11"W 1 0 - 6'UE LOTS LOT1 gt &20150068974 a� TO KAFKA `D 55.38' i I LOT 6 N 4489 sq.ft. 1 N -�2g.5' 4500 sq.ft.ft ' N (SEE NOTE 17 ON SHEET 1) N v m REC. NO.20150068972 lu LOT 5 4505 sq.ft. s 20150068974 g 0 1 q' o S71°o6'2 1 1 N o 6082 sq.ft. S89°36'54"E z 1 00' 1 N11° o n w o n (SEE NOTE 17 ON SHEET 1) v I 100• 1�, Z pp' w 00 z c0 o Sss°36'Sa^E I I-CIO 100.08' LOT 10 1$ N a, 1. ` 1 100 '0 m DE UE PAE I I 109.94' LOT 5m 3. 4500 s ft. I N z O w 1 LOT 2 212,814 ft. TRACT B I NO2°09'08"w `�7 �I Z `� q' N, , o �, 4500 sq.ft. 4.886 arc. NORTH DE nl 4505 sq.ft. o to 11° 25 gtl 25" gi 55.40' III oa w c 's1,67o sq.ft. I LOT 4 zo $ N I S89°36'54"E �' 1 s 100 11 m�r 1 o _ 1 N �1.875 ac. d+ 6087 ft. 00 I 100.1C� 1�cnN to N LOT 11 1 -1 1 LOT 3 $ 50 0 50 100 15oFeet � cn i I U ss9°36'54"Ew s w I LOT 4 rV4 � � 4500 sq.ft. 1 �p m �1 4500 sq.ft. N 1 W � I O 110.00' "Nn o $ d I 4505 sq.ft. (� c - Q $71°p$25W I $1 0625E ( IN U.S. SURVEY FEET ) o " 81 I a LOT 3 II' rn N S89°36'54^E Q m o (j 1op,po 1 \ \ Nv° �, I � HICKORY VILLAGE 1 inch � 50 ft. o 30'IRRIGATIONEASEMENT I I 60895q.ft. c I o 100.10' 1 b 1� I o SUBDIVISION I� � N �1 1 LOT12 0 o ° FOR FUTURE CITY OF NO2°13'23"W (j1 9'UE n? p1 O Z O FORT COLLINS PARKS DEPT. - - 1 55.41' N I LOT 3 t` '� 4500 sq.ft. s'uE Q21 LOT 4 $; 'v Z IRRIGATION LINE I 6'UE I o iO 'S 5"w 111 d' n S89036-54"E C46 0 4503 sq.ft. c 1 S71°052 0l 5185 sq.ft. I 110.00' 9 UE �1 S89038'54"E 1pp00 13.83' t w� Q I 100.07' w 16.D7' N w f.1 100.00' W '-�� I 55L004 T ft. i I A s'UE o I'' s'uE LOT 13 I U A I LOT 5 m � a co J S 1 sq. I o f LOT 2 5699 sq.ft. 4951 ft. �' o m O O Z S89036'54"E I N 1 4499 sq.ft. o N n M oo O o 110.00' j m co S89°36'54"E N n N N89°36'54"W 100.00' N � N (q 100.02' G UE w w 1 S89°36'54"E �'�/^� ` J I 1 8 d I n $ 9'UE 100.00' 6'UE -"I g V J 1 O LOT 1 z 5504 sq.ft. I� ° 44988 sq ft c uoi 45000T 1 ft' t' 6 8 LOT f $ 5 O N C t-Ito 4500 sq.ft. 6 v N89°3654 W - N89°3654"W N89036'54"W 100.00 �- z N89°36'55"W 100.00* I I N O LL iv - -- - - 131.61' o o c S89°36'54"E L.L 110.00' C43 , N89°36'5114'� 5.27 N UTILITY EASEMENT C37 z ' rp 54 28' UE 100.00' I O N LL 90.00' 30.00' f06.59' ,y�. N89°38'54"W 226.59 G o o G7 0 o O FND#4 REBAR w/1" n N89°36'54"W 224.27' I LOT 7 ,6 ORANGE PLASTIC CAP N PLS 37899 s�" , "E SUNSETTERRACE - �I 4500 sq.ft. v W FND#4 REBAR w/1" (M) N89019'45"W 100.00 168.69' L-Aiv'L - 583131626,E - _ S8100.00, 1 X ORANGE PLASTIC CAP (R)S89°53'50'W 100.00' � (57' PUBLIC ROW) ro I 100.00' O PLS 37899 �+ `� S89°36'S4"E 126.89' w S89°36-54"E 224.26' L LOT 8 $ $ FND NAIL&1" 20.00' C>> Gary Co' M `r 4500 sq.ft. N TRACT A 15'UE TRACT D 15'UE N BRASS WASHER - S89°36'54"E PLS 37899 S89°36'54"E 119.90' S89°36'54"E 110.00' FS89'36'54'E 110.00' 100 20'IRRIGATION EASEMENT FOR FUTURE CITY OF $ LOT13 I$ o fo o cMv FORT COLLINS PARKS DEPT. an LOT 5 vLOT 6 3'DE o LOT 9 O $ o IRRIGATION LINE 9 5995 sq.ft. 28 5' 28 5' 4950 sq.ft. 4950 s .ft. (TYP.) v o v rj 4 1 1 q rn 4500 sq.ft. cc rn 0 ��"'00b SEE SHEET 4 (�'' ' ,. 7iJ� fJ+� Q � C0P��p���� Sheet � 90 PRELIMINARY 3 Robert C.Tersely Colorado Professional Lend Surveyor No.38470 For and on behalf of EPS Group,Inc. Of 4 Sheets � a WILLOX FARM SUBDIVISION A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 2 , TOWNSHIP 7 NORTH , RANGE 69 WEST OF THE 6TH P . M . , CITY OF FORT COLLINS , COUNTY OF LARIMER, STATE OF COLORADO ° O S✓ � � a 2C a C r O rn cc3 y 2 y 4, SEE SHEET 3 ' ° P I I, �aa 30�r t Niiy-ili'b4"W 100.00' c i �, u., o r 110.00' I O w I U r- i V S89°36'S4"E I l I 100.02, 6'UE = --- w In' a� o <r o 0 6 I 9°UE 100.00 6'UE rL' d ss N q LOT 1 I I LOT 1 00 o M o LOT 14 o a w o o o "' 5504 sq.ft. I "' 4498 sq.ft. o o 4500 sq.ft. o as 6 LOT „ Co 01z _ _ _ I z N89036'54"W 100.00' _ _ z I N89°36'55"W 100.00' N Co ' 4500 sq.ft. N89°36'S4"W N89°36'S4"W -I- - - � I 04 - - - - 131.61" I UTILITY EASEMENT 110.00' C43 C37 - - / qo r S89°36'54"E N89°36'51"W �1 UE 5.22'-- z a 100.00, i a� N 90.00" 30.00' 106.59` �h � `�.28' � I N89°36'54"W 226.59' G c o N89°36'54"W l 224.27' Gry cam' LOT 7 q i o �; ° M FND#4 REBAR wr1" �., ORANGE PLASTIC CAP -� ao oFq `� 4500 sq.ft. `# - ____- _-- --- v z z 3 I PLS 37899 S89°36'54"E f - L - - SUNSET TERRACE S89°36'54_"E N S89°36'54"E U N © � < 0) FND#4 REBAR w11°' �'"'! N89019'45"W 100.00 ; 168.69' 4 LAB- - 311.26' -- - 100.00' i J R S8 ° " . $I c I (57 PUBLIC ROW) LEGEND ORANGE PLASTIC CAP ( ) 9 53 50 W 100.00 ail co N o6 o o 0 PLS 37899 N I ° S89 N 9�o - FND NAIL&1" 20.00'I SgT3RACT A2fi.89' 15'UE c�� I G�� TRACT �36"54"f U24.26' C�� ©CY) 4500 sq.ft. - - - - - - PROPOSED EASEMENT LINE BRASS WASHER �� _� I sag°36'S4"E � E I EXISTING EASEMENT LINE PLS 37899 d S89°36'54"E 119.90' S$9°36'54"E 110.00' S89°36'54 E 110.00" I i 100.00' e ! 20'IRRIGATION EASEMENT o `�o CD PROPOSED CENTERLINE FOR FUTURE CITY OF f a LOT 13 I a q LQT 5 LOT 6 3'DE VI o o N I FORT COLLINS PARKS DEPT. 6 `n Lo LO LOT 9 o I EXISTING RIGHT-OF-WAY IRRIGATION LINE I I �' 5995 sq.ft. u7 28.5'-�-28.5' I q• I I q• g t!� � Q 4950 sq.ft. 4950 sq.ft (TYP.)Vv o EXISTING 20'PRIVATE DRAINAGE { `I V UE - S89°36'54"E -_ -. S89°36'54"E1 - 4500 sq.ft. PROPOSED RIGHT-OF-WAYcon i - _ 1- - I S89 36 54"E # BOUNDARY LINE E&PRIVATE"WALKING AND BIKING iv 110.00' j- - - - 110.00'- --� -I 28.5' 28.5' 100.00' I c o 589°36'54"E 119.90 �n �_ ACCESS TO SOFT GOLD PARK" I q 9'UE p� 6'UE I O o EASEMENT TO KAFKA "ol 6 o N° I © LOT 4 q o q L DT 7 P) I o o LOT 10 0 LOT LINE a g O REC.NO.201.50068972 o I q O q r Lo in O Ln 4500 sq.ft. NA ® LOT 12 I '� v V I d I `� q 'n SECTION LINE E O AND 20150068973 0 6 6 10 � 4950 Sq.& �D 4950 sq.ft. w t v � v '� N uy 5995 sq.ft. 0 9 0 o I S89°36'54"E I o qo a S89°36"54"E - -- - o C° o ° I cc o cn o S89 36 54'E FOUND PROPERTY CORNER 00 Z I w I S89°36'54"E i ��', n co I 110.00, N (� _ 110A0`- - - - - `��° � 100.Od' AS DESCRIBED ON zo 119.90, I ;�' o 11 N o N 6 UE N UNPLATTED N I_ W + �u I LOT 3 w '- LOT 8 o LOT` 11 CALCULATED POSITION ONLY N a ao © ``�' LOT 11 I q I 4950 sq.ft. o o 4950 sq.ft. I W .-. 9'UE 4500 sq.ft. FOUND SECTION CORNER z W I S89°36'54"E U N N - S89°36'54"E - - -_ 04 W I AS DESCRIBED 1-Y-I 5995 sq.ft. I o o _ -�- o F_I O I S89°36 54"E C..) S89°36'S4"E tZ I I 110.00 - - - 110.00'- - - I U)I X 100.00, f UE UTILITY EASEMENT ti Q- 119.90, � U qo LQT 2 q 0 9 UE -gyp o N DE DRAINAGE EASEMENT I 16.02' Q J L6 p4 � E-i �; LOT 9 � W k m N LOT 12 FND#4 REBAR w11" -r tL o I EQ a 4950 s ft. U W 4950 sq.ft. v 4) ORANGE PLASTIC CAP - o q' �! q' n 4534 sq.ft. o (0 _ r PAE PUBLIC ACCESS EASEMENT LS 5028 4 I LOT 10 14 I v p a I S89°36'54"E ! i .-_ _ _ " O a. NP� ° S89°36 54 E cq tt I 5957 sq.ft. _ �+_ cn I S89 36'54"E e q' 10 Q j._ 110.00' E" -I - - 110.00 - - I-- I 100.98' I ROW RIGHT OF WAY I S89°36'S4"'E U �I a( 6'UE y b o I o ZI�- U un (M) MEASURED BEARING/DISTANCE _ 6'UE 116 50' C73 4 5Os ft. `i gd� I LOT 13 ico act 00 (R) RECORDED BEARING/DISTANCE j q q c� 4520 sq.ft. r ao cV _ N89 36'54"'W 110.00 N89 3654 W 110.00' 0 00 cv I ! .� -_ -� S89°36'54"E Rt? ° v� 7, ° o „ cn cm U) LOT 9 c, 3.50 -- - o -- o to o M I 11 15'UE 3.50'- j I 100.02' o 00 w Q co va W r LO 6789 sq.ft. �, t� CD � N� �n w a� 111 1 r< q' 1. `�` N89°36'54"'W 231.26' G� i I 00 U3 f- - II O - z 75°26r�g"E 1 ` Cd / U o o o vi LOT` 14 HICKORY VILLAGE o N �s N a j 4538 sq.ft. o o I 11 °° ��, �_-SAINT GRACE STREET S89°36'54"E z o r - 231:2s' - - - - - - - ' �/ N89°36'54"W SUBDIVISION o Ln N89°19"00w 9'UE c (57 PUBLIC ROW) Z \ r 97.24' 0-J 10.00' S N G�ra0 LN59°31'40"W N 0 o m LOT 8 C Uj C14 41 S89°36'S4"E 106.22' C13 �' 9,00' NORTH z o E 2r� 7857 sq.ft. e�0 C67 - _ 50_00' 40.07' G65 NP° Al/ C69 J � +- - 1 64 Cg3 � a m �c°� o � ram p �16.15' 9'UE C66 S27°17'27"E UNPLATTED C6$T 22 39' 50 0 50 100 150 Feet I \ w w bo o o 8 iD o r ( IN U.S. SURVEY FEET ) LOT 7 m M Cl o N �_ LOT 4 LOT 3 t° 1 inch A 50 ft. � LOT2PC' , 1 7998 sq.ft. ;a ,%, LOT 6 a -5698 sq LOT .ft. 5554 sq.ft.qq r 5613 sq.ft.o 5636 Sq.&c' � LOT 1 � I z 6712 sq.ft. z q' z z �1r5�° z 5675 sq.ft. M 7 7S° BLOCK 3 6'UE z I ` Wo°N N8902545 N87°03'05"W- h N8820'24"W- S8155 +N82-12-56 O N, S0.00' J J 50.55 . S89°0024"Wl 74.95' 50.42' 50.01' W Z O 0 I EXISTING 20'PRIVATE DRAINAGE > J I &PRIVATE"WALKING AND BIKING i ACCESS TO SOFT GOLD PARK" J EASEMENT TO KAFKA yy## 0 REC.NO.20150068972 TRACT A I O j AND 20150068973 I! I DE,UE,PAE 30'IRRIGATION EASEMENT 212,814 N.ft. FOR FUTURE CITY OF 4.886 aC. O FORT COLLINS PARKS DEPT. I IRRIGATION LINE CENTER-NORTH 1/16 COSECRNER 2 I N40122261W FND#6 REBAR WITH O 1 �- 25.78' 2 112"ALUMINUM CAP LL LL 46.93' ILLEGIBLE ._ - (M) N89°19'45"W 657.76' - LL LL I ( ' CENTER-EAST-NORTHWEST (R) S89053'50"W 662 52' O Uj SIXTY-FOURTH CORNER I 30'DRAINAGE ALIGNMENT LOT 1 r x 0 SECTION 2_ TO BED TED FND#6 REBAR WITH BY SEPA E DOCUMENT 3 114"ALUMINUM CAP REC. NO. TBb LAKEWOOD ESTATES MOBILE U UTILITY ALIGNMENT 0 STAMPED LS 38106,2014 I i `� HOME PARK SUBDIVISION BY TO BE DED SEPARATE I* Te J I (SOFT GOLD PARK) REC.NO. TBD cotA - 'VP� tA o 9 0? \ p'� ses Sheet s � �3 PRELIMINARY 4 Robert C.Tessely Colorado Professional Land Surveyor No.38470 For and on behalf of LPS Group,Inc. Of A_.Shelets, a� NORTH ° owl 40 0 40 80 120 Feet (IN FEET) A C) 1 inch=40 ft. Ul MATCH LINE - SEE SHEET U1 WEST WILLOX LANE I IN ■ NNNW"BRRI1RD ■ Si V ■ ■ IN IN IN ■ IN S < ■ ■ ■ ■ ■ ■ IN ■ ' ■ ■ ■ ■ ■ ■ ■ ■ INLET A7 t PROPOSED FIRE HYDRANT LOT 7 I I ( 1 - _ t OM4-3 END OF ROAD MARKER A MOLLER STREET 30' 12 sS _ 57' 30' I I �. ( ; U2� r SS STUB A9 MOLLER STREET FL-FL 2 s� ROW FL_� s _ N ssMH A7 - - SSMH A6 I SANITARY LINE A6 � SSMH A8 O SEE SHEET SS3 I `a / OM4-3 END OF ROAD MARKER E Q N - - - - _ LOT 8 LU I I 1 i 5'SIDEWALK _ � � `� - Ll 15'UTILITY EASEMENT \ W 15'UTILITY EASEMENT A I �I / > U "SOFT TYPE III BARRICADE s _ _ _ _ _ _ SANITARY LINE A - _ I 1FLOWFILL OVER s SEE SHEET SS1 WSANITARY SEWER 3 I W / ISTMH A5 I I PER DETAIL � I I PROPOSED IPROPOSED LOT 13 A I I W LOT 5 I I I FIRE HYDRANT I ( 4'CONCRETE PAN GOLD PARK INLET A6 I LOT 6 U LOT 9 { I w/6"CURBS U4 P/TT, JEAN I W W PROPOSED I I I �W I I I I I W I FIRE HYDRANT ... 3 O BLOCK 2 - - - - -- _ STORM DRAIN A - - - - Q �- I - - - - - o ~ BLOCK 6 W 3 PROPOSED z PROPOSED SANITARY HICKORY SEE SHEET ST1 Z 1 I I I �- of I ��SERVICE(TYP.) i 10'CONCRETE TRAIL ® KEYMAP w Q SSMH A6-4 Lh LOT 4 I LOT 7 w z W ', 1 2 2, TEE A4 LOT 12 �, I �' o Q LOT 10 ' � W C U >'b9 �N O i C 1 I I u7 I ` ) PROPOSED WATER ...y LEGEND: o r o °� o 0 r o SERVICE(TYP.) z � ( L E z ~ Z I I '° - PROPOSED WATER MAIN T' 6 > N T m - n INLET A4-1 - - - - - - - �z� �LU - - - - PROPOSED SANITARY W W WATER LINE B EXISTING WATER MAIN Q �a I SERVICE(TYP.) w I = w TRACT D w SEE SHEET WT3-WT4 �I I I - PROPOSED SANITARY SEWER N a o Eb I I I 57 I LOT 3 DE I LOT 8 I m h LOT 11 I I EXISTING SANITARY SEWER SS � w o °w U - LOT 11 N ROW PROPOSED WATER I I 5T I I ;, ' PROPOSED SEWER SERVICE S IZ I ���SERVICE(TYP.) ROW I rl 0 PROPOSED WATER SERVICE W - - - - - - I� 30 Y I I ' -LL PROPOSED FIRE HYDRANT U x W k-k al I I I I I _ [ I EXISTING FIRE HYDRANT FUTURE CITY OF FORT COLLINS �� T� a PROPOSED STORM SEWER = Eb It: Lu m I ''..�• - z - o PARKS DEPT. IRRIGATION LINE WATER LINE C I I o LOT 2 LOT 9 30 �' LOT 12 I = q `� r<_rL I I EXISTING STORM SEWER E X (TO BE DESIGNED BY OTHERS) SEE SHEET WT5 I I I I I I I . .'.•a. i EXISTING TELEPHONE T x LOT 10 I I I BLOCK 6 1 I I '•y', � - - - - - o0 20'IRRIGATION EASEMENT .Y`r^,` ! EXISTING GAS G = FOR FUTURE CITY OF FORT COLLINS I I I - F. EXISTING CABLE CTV o PARKS DEPT. IRRIGATION LINE I PROPOSED ELECTRIC Coo) z LOT 1 I I I LOT 10 LOT 13 I ~OD • `+ PROPOSED CURB &GUTTER TEE A3 I INLET A3 1 I ' / B PROPOSED WATER LINE C PROPERTY BOUNDARY I I - - FIRE HYDRANT SEE SHEET WT5 B 1 '.�. ' J,, r ' PROPOSED LOT LINE - - w EXISTING 20' I - - - - - - - - - _ _ _ - _ EXISTING LOT LINE - - - - o DRAINAGE EASEMENT LOT 9 m 15'UTILITY EASEMENT I � '{ 1 o I I I - I � I PROPOSED ROW - - - - - EXISTING ROW 3 5'SIDEWALK I I �. PEREZ DANIEL A. GBP LLC . - I I E E � �' I EASEMENT LINE � STMH A2 w_WEIR / - . - - . . . - . . LOT 14 I • I - - � SSMH A6-1 I I I t i PROPOSED EDGE OF ASPHALT w INV. IN=4985.13(N) 30 / Iy,' � J w STORM DRAIN A i I I INV.OUT=4985.11 (S) SEE SHEET ST1 I I , INV.OUT=4985.13(SE) - - - 57 PROPOSED 4' I `� EXISTING EDGE OF ASPHALT Row, SAINT GRACES R ET -� � 8"SS SS s"SS 8"SS 8" S C CONCRETE PAN I T EXISTING GAS METER 0 z .; Lo 10.43 LF \ / - . . . - . . . - . . . - . . - . . - SSMH / + >,. . - PROPOSED � r� "PVC - - FOREBAY 1 PROPOSED STORM INLET N EXISTING WATER METER . POS � � \@ 0.50% LOT 8 � - � r � . . . �� RG B CO 1-8 i ...' � �` o� I - 5'SIDEWALK \ 0 o I � _ _ - - INV.=4982.61 i PROPOSED STREET LIGHT �#- / - - - - W .. ...y. FG=4986.15 L I \ RG A CO 1-6 SSMH A6-3 � + .•, � STORM MANHOLE \ INV.=4982.69 _ -` EXISTING TELEPHONE PEDESTAL ❑T w/WEIR FG=4986.34 t� y�- - - s� • - EXISTING MAIL BOX �M SEE DETAIL ON SHEET D4 _ s -M M S F a. \ NV=4982.61 BLOCK 3 1 `:• ' :i'.: }.a..•.-: +. .'. 9'UTILITY EASEMENT O FG=4982.98 PROPOSED STOP SIGN w/STREET NAMES /� w o PIPE ENDA2-1 SANITARY LINE A6 4'SIDEWALK ;. O N O °� PROPOSED RAIN GARDEN A INV.=4985.08 SEE SHEET SS3 I I CULVERT W �c r SIGN w/STREET NAMES O \ w z c W BIOMEDIA AREA I I I 43.50 LF y \ Q II m a PROPOSED FOREBAY oW RG A 1-4 I 4"PERF.HDPE W SPEED LIMIT 25 37.92 LF INV.=4982.57 LOT 7 LOT 4 LOT 3 LOT 2 @ 0.10°r° W o o N O d 4"PERF. HDPE I W \,FG=4985.08 LOT 5 STOP SIGN w/STREET NAMES, NO OUTLET / � PROPOSED @ 0.20% RG A CO 1-3-1 / LOT 6 I LOT 1 FOREBAY INV.=4982.63 NOTES: 21.33 LF I W W y W y` FG=4986.57 I RG B 1-7 W W W y W y I ':r:'. STORM DRAIN B 4"PERF. HDPE y '• �' o m @ 0.20% j y W W y INV.=4982.57 W I SEE SHEET ST2 N W s s y c y 33.88 LF \� / FG=4982.94 I m 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE 4.15 LF 4"PERF. HDPE / i RG B 1 5 54.96 LF PROPOSED APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE O I� U5 Q 4"PERF. HDPE W @ 0.20% INV.=4982.43 4"PERF. HDPE I 10'CONCRETE TRAIL RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL 0-rn p m ip m @ 0.20% RG A TEE 1-3 \ _ - - - - - - - - FG=4982.80 0 I I UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW __ _ _ _ _ _ _ 6'UTILITY EASEMEN T± - _ - - - - @ 0.10% INV.=4982.56 - y - - - - W W W RG B CO 1-6 ..�:• r CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL 35.87 LF FG=4982.93 �- - - -� - - _ _ _ UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN 4"PERF. HDPE �- - - INV.=4982.52 UNDERGROUND UTILITIES. @ 0.20% j RG A BEND w CO&ELBOW 1-2 91.19 LF y W •` FG=4985.89 .� .J PROPOSED 29.14 LF INV.=4983.49 47.03 LF 4"PERF. HDPE 6"HDPE FG=4986.57 4"PERF. HDPE @ 0.10%W y W ": ELECTRIC LINE 2. ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES FUTURE CITY OF FORT COLLINS o o WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO PARKS DEPT. IRRIGATION LINE @ 0.20/0 @ 0.10/o W W W W W W W W W W W a. MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS (BY OTHERS) STMH Al RG B BEND w CO&ELBOW 1-4 o W SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL INV. IN=4983.43(N) INV.=4983.39 W Why W W / DEFLECTIONS. INV. IN=4983.43(NE) TRACT A FG=4986.89 W W W W W W W "w W FES A INV.OUT=4983.43(SE) DE,UE,AE • "�.h m 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE FG=4987.80 _ \ NOT TO SCALE. PROPOSED RAIN GARDEN B // X I 4. ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5'AND MAXIMUM OF 5.5'WATER LINE _ \ i BIOMEDIA AREA r COVER FROM FINISHED GRADE TO TOP OF PIPE. I PROPOSED 2' � I � CONCRETE PAN - - - 30'IRRIGATION EASEMENT I \ _ 91.25 LF FOR FUTURE CITY OF FORT COLLINS PROPOSED _ 6"HDPE 5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS PARKS DEPT. IRRIGATION LINE i I \ OUTLET STRUCTURE @ 0.10% SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND m ARE SUBJECT TO CHANGE IN THE FIELD. w I - RG B CO 1-2 RG B BEND w CO 1-3 Z a ■ - PROPOSED 2' INV.=4983.19 ' 6. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL INV.=4983.30 •� SANITARY SEWER MAINS,WATER MAINS&SERVICES. C m o ` OUTLET C2 CONCRETE PAN FG=4987.42 FG=4987.29 c STORM DRAIN C 7. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT DIMENSIONS, n/ g W UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. �� SEE SHEET ST2 I m a a -®- 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED 011 IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL E Fr---- - - _ _____ EXISTING 10'UTILITY EASEMENT `' X - - - - - - - - - ---- ----- x REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR 117.88 LF CO 1-1 100.00 LF --------- ------------ = -- ----------� - X X X STANDARDS. ' BURIED RIP RAP I OVERFLOW Y @'HDPE NV RG B 983.10 6"HDPE 16"HDPE ' n X 0.10/o p� o 1 `"•" �P' '•: r '' 'y �� 9. ALL MANHOLE RIM ELEVATIONS(EXISTING&PROPOSED)ARE TO BE ADJUSTED TO%q" WEIR FG=4987.25 @ 0.10% � ''.�'t.:,. : ' 't '''� N N \ - l BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO N s 30'DRAINAGE EASEMENT � �" �� 7 � \ � X X X :�k• ;. PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. J OD (BY SEPARATE DOCUMENT) �- \ \ I 10. ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS. x I FUTURE CITY OF FORT COLLINS X n 11. ALL HOMES WILL REQUIRE GRINDER PUMP FOR BASEMENT SANITARY SEWER a -PARKS DEPT. IRRIGATION LINE FENCE TO BE REPLACED x s I BY OTHERS \ \ SERVICE. i ( ) + I AND/OR REPAIRED AFTER \ \ z ` 50'NATURAL DOG PARK / INSTALLATION OF UTILITIES x 12. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS \ \ DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS -` FEATURE BUFFER t� _ I �� \ \ PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE \ \ USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES 1 I a x OF CONSTRUCTION, DETAILS RESTORATION PLANS, ETC. F W I \ \ a --- \�\ 51 OD I i ■ ■ ■ ■ ■ ' ■ I ` ■ ' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■ ■ ' ■ ■ ' ■ ■ ' ■ ■ ' ■ ■ ■ ■ ■ �• \ °� ■ ' ■ ■ CALL UTILITY NOTIFICATION CENTER OF a COLORADO s E MATCH LINE - SEE SHEET U3 co ° � x n W w z Q z J X Sheet a Know whars below. Call before you dig. U2 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 7 of 60 NORTH ° J I I - one WILLD'X EAST STORM DRAIN 29.23LF SSMH A1- �" ill - 12"PVC 5'SIDEWALK I 1 SEE SHEET ST4 0 22% STA 10+29.23 i 50 0 50 100 150 Feet @ N: 139329.53 I w I S - \ \I w I� 30'SANITARY SEWER E: 192296.23 ( IN FEET) Ip w I �� v U I EASEMENT CONNECT TO EXISTING 1 Inch= 50 ft. ��5 WATER LINE D IT \ SSMH A3 0'� 0' SANITARY MANHOLE LO I SANITARY LINE AA o STA 11+95.83 32.63 LF 12°PVC @ o.22r° SEE SHEET WT6 � �- k CORE DRILL&RESHAPE BASE WEST WILLOX LANE ,� N- 139301.66 133.96 LF 12"PVC @ 0.22/ �I LOT 8 SEE SHEET SS2 , - - _ \ \ E: 192148.50 EXMH A 1 1 3 30' `U I - - - - - TRACT C \ \ ------------- -- r /Q// STA 10+00.00 I R-q \ / -- - ---- 1-, i N: 139339.55 SS1 W DE \ \104.52 LF 12+ 0 11+0 0 I L ` E: 192323.69 LOT 6 ® �, I 12"PVC 1r 121 SSF �! LOT 7 I _ @ 0.22/° s ---- �� �\ I I SANITARY LINE A7 _ _ _ _ -n i SSMH A4 - WATER LINE A r` 7 EXISTING 12" ` o O SEE SHEET SS4 I I - w STA 13+00.34 BLOCK 2 SEE SHEET WT1 I S SANITARY SEWER .� LOT 9 30, 1 1 E: 192046.610 \ _ r SSMH A2 1 3 o � STA 10+61.87 III �I N I BLOCK 5 _� N 1 sTA 13+¢5 LOT 1 \1 TRACT A N: 139299.95 III LOT 5 w.I I I LOT 6 I I 11 \ 1 1N 1 I\DE,UE,AE z :� r _ E: 192282.45 00 000p � � I 13+qg-3 N 1 193.74 LF 12"PVC @ 0.22% 1 r - - - - - - I Cn Iml �\ srP- 57' 1� 1 a�s 1=11 --1 J I SOFT GOLD PARK � LOT 5 ICI al LOT 10 ROW� w y 1n 13+ LOT 2 \� � �� -.4 } I I I (PSI - Irnl LOT 4 I I� I 1 ml uj TRACT BI m I I I I Im �1 s1P• 1s+ o f 1:?J 1 1 \ LOT 3 I2 I , z DE I I m - - Im I LOT 4 Izll 1 zl LOT 11 1 N \� 1 g1F 14+31 5 1� } HICKORY STREET m 3 I h - � m1 m _ - ® KEYMAP mi I I - _ 1 1 1 1� N 1!z ' 1 Y N� E W T o w 1-I LOT 3 co - - 14+35.51 1 - - FUTURE CITY OF FORT COLLINS i I I I IZI 11 SAP 1 m 1 LOT 1 I } LEGEND: PARKS DEPT. IRRIGATION LINE I I W h I I I 11 LOT 12 1 I z LOT3 Cf, 1 \ 51P' 14+80 1 = ao n=W oat= no I ' - 1 1 3 1 PROPOSED WATER MAIN � 2 0 b0-0 0 p (TO BE DESIGNED BY OTHERS) Q I 1 _ EXISTING WATER MAIN 3 Q W 1 / 3 SSMH A5 ,� 5; L) 0 2 W•- � BLOCK 4 I� - - �� WATER LINE B 1 PROPOSED SANITARY SEWER a , 0 o N �cD m I I J I I SEE SHEET WT4-WT5 1 o w - STA 14+94.08- - - o on - 0 c - w 30'IRRIGATION EASEMENT ~ 1 1 m o - N: 139089.52 I EXISTING SANITARY SEWER SS w m 6 w LOT 2 1= I I sj A 14+ea. + E: 192089.73 FOR FUTURE CITY OF FORT COLLINS I c (n `� I I I PROPOSED ELECTRIC E PARKS DEPT. IRRIGATION LINE I I I I I I LOT 2 I I I I LOT 13 30 h LOT 5 I I II+ _n PROPOSED SEWER SERVICE S Z; I II J � YI I STA. 15+21.6 I � PROPOSED WATER SERVICE W E l LOT 1 I -�I - - _ I - _ _ _ 04 J¢ PROPOSED FIRE HYDRANT =3 9.11 LF WATER LINE C I I E �' I BLOCK 5 o I I EXISTING FIRE HYDRANT o 12"PV I I SEE SHEET WT6 m1 I LOT 14 I �n I PROPOSED STORM SEWER - @ 0.22% I FLOWFILL OVER STA. 15+47.1 r W E m LOT 1 1 STA, 15+60.6 LOT 6 1 SANITARY SEWER CA I I EXISTING STORM SEWER o a SS STUB A9 I ml PER DETAIL ° - - c CL - -STA 21+07.21 - - -- - - - - (/): w -SSMHA7 - - - - - - - _ _ _ _ _ _� - 136.63LF12"PVC @0.22/° N: 138956.10 I UTILITY EASEMENT STA 19+41.97 UTILITY EASEMENT I PROPOSED CURB&GUTTER o E: 191612_32 I M N: 138954.99 �ar3 WATER SERVICE I I PROJECT BOUNDARYcoo) A z (TYP.) 'SIDE WALK fll E: 191777.55 - 5 SIDEWALK- - - c+o� I I I I z . . . _ _ cn STA, 16+10.6 LOT 7 I PROPOSED RIGHT OF WAY - - ELECTRIC SERVICE PROPOSED LOT LINE - - - - +00 20+00 19+00 18+00„ _ 17+00 (TYP.) 1 I EASEMENT LINE - - - - - - - - - - w - - - - - - 956.13 LF 12"PVC @ 0.22% HOLLER STREET SS 311.26 LF 12"PVC @ 0.22%° ' PROPOSED AREA STORM INLET ® o SSMH A8 - - . . SSMH A6 O STORM INLET STA 20+98.10 E7 . - E - - - - - - I STA 16+30.71 LOT 8 PROPOSED _N:138956.04 - - -5'SIDEWAL _ - - - 5'SIDEWALK - _30'_ �`� N: 138952.89 II PROPOSED TY EBR STORM INLET ® w - - - E:191621.42 - r-r I E: 192088.81 U) 15'UTILITY EA EMENT I I I - - 15'UTILITY EASEMENT - - - - - I I - - - - - - S - - E - NOTES: W II N LOT 13 3 � I �I Uj STORM DRAIN A I N I I I I LOT 5 I I CID I Iml 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE SEE SHEET ST1 I I I APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE Lo 00 l BLOCK 3 N I I I I I I I LOT 6 �, LOT 9 FY THE EXISTENCE OF ALL UNDERGROUND D UBILITY TILITIES TIES N TF THE HE AREA OF THECTOR TO WORK.ORK. BEFORE COMMENCING NEW N CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL o -- UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN rn o UNDERGROUND UTILITIES. SANITARY LINE A 2. ALL SANITARY CONSTRUCTION SHALL BE CITY OF FORT COLLINS,LATEST EDITION. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO%4'BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED w o WITHIN VEHICLE OR BICYCLE WHEEL PATHS. o z 0 w Qo 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY.EXACT LOCATIONS Q II a PROFILE SCALE: SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND o o � Q HORIZ. 1"=50' ARE SUBJECT TO CHANGE IN THE FIELD. VERT. 1"=5' 5. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL r STROM DRAINS,SANITARY SEWER MAINS,WATER MAINS,AND SERVICES. m o m 6. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4"PVC. c~j N w s s D of 7. ALL SANITARY MANHOLES TO BE 4'0 UNLESS NOTED OTHERWISE. O r- 75 IY CK oo w = w am om om w w z z jui -Z -w 5000 8. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT DIMENSIONS, 5000 �Z � �� �Z vTO _.N -(O _� _M -tom _ct -m .O UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. C00 OEM O.M COON coN V CO O -M-o t-- -N O-00 -� -00 o -1-00 V -O O-� M -tC)-� r- - -W - -CO-00 +1-V�-m O? +I-4 L6-m t� +I-M 4-m O +I-CM-m M -H-N CO-m o +1-N-m CR +6N-m 01I -HZ-m 06 cq_o v 0 00 v o �00 o v v 0?00 v o �00 o v L6 Lo00 v moo v m �n_o_v 9. ALL HOMES WILL REQUIRE GRINDER PUMP FOR BASEMENT SANITARY SEWER o m a--0 H 1 N O O N co M c-m 0 L0 O O m H V O m0 0 co O mO H NCO oO H N 00O I- Q + m� p Q + m� ❑ Q + and Q + m� p Q + o4 �• p Q + o� ❑ Q + o� ❑ Q + o�-❑ SERVICE. O O-Z O m-Z Z- O O-Z Z- 7 0-Z- M O-Z Z_ O-Z- O O-Z- O O-Z- 22.- .-�_ O 2 � �_ _ O 2 �_ O 2 0 2 .- O j j j j j � j j j 0 CO j j> co j j � j j � j j 10. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS ) z z W U) z z z z z z to U)F Z z z z z Cn z z z z z z DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS 4995 z 4995 PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE v USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY,DATES o r OF CONSTRUCTION,DETAILS RESTORATION PLANS,ETC. O +I_ m PROPOSED o CO o-0)a v 11. IN LOCATIONS WHERE SANITARY SEWER CROSSES ABOVE WATER LINE, GROUND 000_�-~ ~ Q >> CONTRACTOR SHALL WRAP SANITARY SEWER PIPE JOINTS WITHIN 10'OF WATER _ a ZA LINE PER CITY OF FORT COLLINS SPECIFICATIONS. 4990 Q x U)ri -Z-Z Z 4990 W�n �_ - _ FLOWFILL OVER s^PVC WATER STOP 4987. 4 W SANITARY SEWER TOP=4987.24 � �_ � W PER DETAIL m a EXISTING 15"HDPE STORM W sTA.-11987.5 133.96 LF 4985 z U. 1 18 GROUND INV.=4987.12 N 4985 156.13 LF 12"PVC @ 0.22% MIN. 12"PVC n/ 0 o L.L a m 311.26 LF 12"PVC @ 0.22% @ 0.22% O g 18" Q V $ MIN. 193.74 LF 12"PVC @ 0.22% � 104.52 LF 12"PVC @ 0.22% 136.63 LF 12"PVC @ 0.22°/ 18" \ 1 WRAP SANITARY SEWER PIPE T ^ s JOINT ABOVE WATER LINE MIN. '-MIN. 4980 PER CITY SPECIFICATIONS 4980 a 32.63 LF 12"PVC 0.22°/ r��( N 8"PVC WATER 8"PVC WATER @ J VV o STA.=19+51.97 WRAP SANITARY SEWER PIPE a^PVC WATER STA.=13+10.34 TOP=4983.37 TOP=4981.45 JOINT ABOVE WATERLINE STA:11+53.28 29.23 LF 12"PVC @ 0.22% J PER CITY SPECIFICATIONS TOP 4980.81 - N a CONNECT TO EXISTING 4975 TARY MANHOLE CORE DRILL&I RESHAPE BASE 4975 > z w o Q z a z I H N � w o g � m � a , 4970 4970 z 100 N f X I X m I � N - O I / m 4965 4965 CALL UTILITY NOTIFICATION CENTER OF N F COLORADO N 21 +50 21 +00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11 +00 10+00 9+50 m / O w m a w � w LL X Sheet Know what's below. Call before you dig. ssi CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 10 of 60 -1 NORTH ° owl 50 0 50 100 150 Feet (IN FEET) A v3 1 inch= 50 ft. WEST WILLOX LANE T - 1� -- ELL ILI � o 0 Ln STA.=18+11.11 STA.=10+50.19 12"X6"SWIVEL TEE w/MJR 1 -12"GV 1 -12"GV(W) STA.=16+48.61 N:139637.81 8.00 LF 12"PVC FH ASSEMBLY(S) 12"X8"TEE w/MJR E:192362.41 N89°09'59"W N:139648.92 1 -12"GV(E) STA.=11+78.49 STA.=10+45.19 E:191601.58 1 -8"GV(S) 1 -12"GV 1 -12"GV SOFT N:139646.55 N:139639.68 N:139637.74 GOLD PARK E:191764.06 ±41' E:192234.13 E:192367.41 � 123.30 LF 12"PVC � X LOHt7- z EOP-FLEXISTING EDGERAILROAD ROW N89°09'48"W OF ASPHALT � STA.=10+30.81 22.5°BEND w/MJR OH OH OHU- � p OH OHS H H� OH OH OH - - � 1 -12"GV(W) 0 -F STA.=18+19.11 <- OH ,✓ OH OH Pl N:139637.53 HICKORY STREETEXISTING 6'CITY OF 12"STUB&CAP F FFORT COLLINS EASEMENT_RESTRAINED TO TEE w/VALVE(E 17+00 F FO F -F -E:192381.79 F �� F NTsN:139649.04 62.50 LF 12"PVC 16+00 -� KEY AP5+0018+00 1+00 iN89°09'48"W �2 �,,��LF�2"P�/� 14+00 G) 13+00 12+00 � 30.81 LF 12"PVCn w �E:191593.58 WEST WILLOX LANE N89°09'48"W 72'ROWN66°26'52"W LEGEND, N5.00LF12"PVCy a oF F G G O N89°09'48"W W 2 �o- - G N W- - PROPOSED WATER MAIN- . . .----- -- ---- - F OH G OH.. n o___- F - G O EXISTING WATER MAIN -------------- - F -E OH - dw -- - -- �n� _ 5.00 LF 12"PVC � .� oL _FIREHYDT - wa l� 3N89°09'48"W X ) PROPOSED SANITARY SEWER SS o Uo N OEXISTING 10' 18'UTILITY EASEMENT 1 12"GV X �' m o�N STA.=11+73.49N:139620.48 PROPOSED 4' °° X X XX _ I18'UTILITY EASEMENT \MOUNTAIN STATES-- � _ - ------ SIDEWALK CULVERT N:139639.61 EXISTING EXISTING SANITARY SEWER-- E:191601.21---- - - - - - - - - � 30' - - - _- - - - E:192239.13 14.38 LF 12"PVC TY EASEMENT } - - - - - - - - - ___________ FIRE HYDRANTFL-r< - - PROPOSED SEWER SERVICES UTILI � PROPOSED 2'CONCRETE PAN I EXISTING 30'NCWA +114'LF 24"STEEL CASING N89°0948 W PROPOSED WATER SERVICE W �- EXISTING 30'NCWA x CONNECTOTO EXISTING�Lr UTILITY EASEMENT EXISTING I I PROPOSED UTILITY EASEMENT TO BE BORED UNDER 22.5°BEND w/MJR PROPOSED FIRE HYDRANT oNCWAWATERLINE I I TRACT A UNION PACIFIC ROW N:139625.22 OWILLOX STORM DRAIN 57' 10'CONCRETE TRAIL EXISTING E:192410.03EXISTING FIRE HYDRANT OW PROPOSED DE,UE,AE SEE SHEET ST3 X: NCWA WATERLINE PROPOSED STORM SEWERI FIRE HYDRANT �WILLOX EAST STORM DRAIN EXISTING STORM SEWER6'UTILITYEASEMENT___ p SEE SHEET ST3EXISTING TELEPHONE T 0o20'IRRIGATION EASEMENT WATER LINE B (nz rF- - EXISTING GASFOR FUTURE CITY OF FORT COLLINSSEESHEETWT3-WT4 T I D I I EXISTING CABLE CTVPARKS DEPT. IRRIGATION LINE Z w - ACKELSON CONK/E A. 0 Y,QPROPOSED CURB &GUTTER � aFUTURE CITY OF FORT COLLINSw W I I LOT 1 I I LOT 2 I I I - I PROPERTY BOUNDARY _ ` oPARKS DEPT. IRRIGATION LINE LOT 3 - M : p - I ` EXISTING 6'CITY OF(TO BE DESIGNED BY OTHERS) TRACT B z EXISTING FORT PROPOSED LOT LINEwIImI I I FORT COLLINS UTILITY EASEMENTDE �,I - - J IBLOCK 1 I I I I COLLINS 12"DIP EXISTING LOT LINE L- - _ _j LOT 4 LU - - WATER LINE >Im l I PROPOSED ROWo w Cn -1 - I- - -- _ _ L- - - � I I EXISTING ROW 9'UTILITY EASEMENT - - - - � m5'SIDEWA=K s I I / EASEMENT LINE I m - - - - LOT 5PROPOSED STORM INLETKAFKA, AMY -� - L- - - -IPROPOSED STREET LIGHTUj EXISTING TELEPHONE PEDESTAL ❑T UjAINT OSEPH STREET \ \ \ ; `� cNOTES: o 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE ro APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE WILLOX WATER LINE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES. wLO2. ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES,WATER& Lj WASTE WATER DESIGN CRITERIA MANUAL,LATEST EDITION. �PROFILE SCALE: 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE 0 U7 D-HORIZ. 1'=50' VERT. 1"=5' NOT TO SCALE. 4. ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5'AND MAXIMUM OF 5.5'WATER LINE n co L w cn-co v >c O-v >_m °� >c`nO °' >c`�D-ao Ln m >-_ O O rO O COVER FROM FINISHED GRADE TO TOP OF PIPE. o00 o m._ - > � 00 v � > > aro r- aro � � Lin OD zT _aro-� �-00 F-N W� C 3 w w + 3 C9 C7 rn + �00 + N-C + rM + Nm + 3rn U p z o z o O m_v cflv v -v o - C) r-�-o 5. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE �w _ n r w N cO n '_u_r u r '_u_r u 0w `� w a; wr a a- r ' z a BETWEEN HORIZONTAL FITTINGS,AND DO NOT ACCOUNT FOR VERTICAL BENDS OR O I� V> Q O � O O-1- O O-- O-� m_O DEFLECTIONS. am.rn o m oU) X r Q O U) X r 5005 r N 5005 6. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND ARE SUBJECT TO CHANGE IN THE FIELD. 7. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS,WATER MAINS&SERVICES. 5000 5000 8. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT DIMENSIONS, UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.4995 EXISTING 499510. ALL WATER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED.GROUND SECTION OF PIPE. BENDING OF THE PIPE IS NOT ALLOWED. 12. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS a DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THISo 4990 PROPOSED4990 PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING �Q uGROUNDUSE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES OF CONSTRUCTION, DETAILS RESTORATION PLANS,ETC.Ij vF13. IN LOCATIONS WHERE SANITARY SEWER CROSSES ABOVE WATER LINE, 12"PVC CONTRACTOR SHALL WRAP SANITARY SEWER PIPE JOINTS WITHIN 10'OF WATER LINE PER CITY OF FORT COLLINS SPECIFICATIONS.STA:11+68A9.126 STA.=10+55.2 /1N N 4985 INV.=4986.126 INV.=4986.126 4985I\./i "N 113.30 LF 24"STEEL CASING @ 0.00% w0 TO BE BORED UNDER UNION PACIFIC ROWZ OQ z4980 Z 4980 J JU) oz W J O O <4975 Q°0 - � CO W 4975 Ow 2W EX.60"GREELEY o O m Z rn + LU w = WATER LINE + Uz rno o 7 � � M � L = STA.=11+69.07 Owm a = O PROPOSED TOP OF INV.=4975.00 r zw 4H<- GROUND PIPE F oN O O 0) .... 7 co O CM 7 'DCD cD W 7 Ln 7 CD CD CD cD LDL IDntD£O ) nLncD Dr W fA. O rM N r N N r N N N N N N r N N r N N r N r N Lo M r4970 O) D) °� (n (n Ca D) of d) W co (n O D) (n (n O of (A (n rn O (n °J 00 W 00 W 00 � 4970 CALL UTILITY NOTIFICATION CENTER OF rn rn rn rn rn rn rn rnrn rn cnrn cnrn asrn rn cnrn rn rn rnrn rn rn rn rn rn o rn rn rn rn rn a o rn rn rn COLORADO / d' d' d- d' d- V d' V d 7 d- d d' '718+60 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11 +00 10+00 9+50 c°dX Sheet b Know what's below. Call before you dig. WT1 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 14 of 60 a� NORTH ° owl 50 0 50 100 150 Feet 6'UTILITY EASEMENT \\ PROPOSED STA.=14+76.12 (IN FEET) j I CONNECT TO EXISTING 1 inch= 50 ft. 10'CONCRETE TRAIL EXISTING NCWA ` 12"X8"TEE w/MJR WEST WILLOX LANE I WATER LINE 2-12"GV(NW, --SE) ____ 1 -8"GV(SW) WT2 ELECTRIC(SERVICE N:139424.54 (TYP.) j 100.00 LF 16"STEEL CASING @-0.00% E:192473.06 TO BE BORED UNDER UNION PACIFIC ROW \ I LOT 3 I I I EXISTING 6'CITY OF I SEWER SERVICE FORT COLLINS (TYP.) I UTILITY EASEMENT \ LOT 4 i I I i ACKELSON CONNCE A. I \ r0 WI I EXITING 60"CITY OF GREELEY CAO II I WATER LINE 120.00 LF 8"PVC N s 43.77 LF 8"PVC N63°41'41"E I LOT 5 I R=400.00' STA.=13+56.12 I SANITARY LINE A4 STA.=12+83.24 1 -8"GV I SEE SHEET SS2 BEGIN HORZ. DEFL. N:139371.36 \\s I I N:139341.25 E:192365.48 \ \ E:192299.17 I 00 \ \ \ \ I 10.92 LF 8"PVC 1�X SOFT \ I� N69°57'52"E i ` GOLD PARK r PROPOSED 2-2' STA. 12+72.32 `� } - �\ PROPOSED 30' SIDEWALK CHASES 22.5°BEND w/MJR 3� ,29.11 LF 8"PVC UTILITY EASEMENT � � \ I N:139337.51 0' � - � N63 41'41"E STA. 11+98.43 E:192288.91 p \ STA=13+27.01 EXISTING 12"DIP ` PROPOSED 2' \ \� �J 11.25°BE w/MJR 43.58 LF 8"PVC r -, END HORZ.DEFL. WATER LINE \� HICKORY STREET z SIDEWALK CHASE \ N:139310.59 \ \ E:192232.54 S89°16'05"E: / - N:139358.46 ® KEYMAP - E:192339.39\ NTS -a fl. TRACT C \ \ r 2 =W I ------------ DE --- +00 --- � w EXISTING 30 E w ._ • E PROPOSED FIRE \ 12" 112 r UTILITY EASEMENT LEGEND: a N n o HYDRANT i . • 00 - T 4 z .� ma m z ate` - Vi 8 N O- r U Sr' r � 30.31 LF 8"PVC EXISTING 12" PROPOSED WATER MAIN tm o- N o N24°57'52"E SANITARY SEWER EXISTING WATER MAIN b^ o o°a Up � - d - - - 198.43 LF 8"PVC `- n'� o a �\ ti STA. 12+42.01 o - BLOCK 5 - - LOT 1 N77°08'25"E - y PROPOSED SANITARY SEWER N a o U 'Eb W 1 'z ` t _ EXISTING SANITARY SEWER SS w 6 w z � 45°&22.5°BENDS w/MJR � N �o I 1 LOT 9 1 1 1 1 I ;T N:139310.03 1 STA.=10+00.00 1 UD E:192276.12 Un 1 SANITARY LINE A PROPOSED SEWER SERVICE S 1 8"X8"TEE w/MJR - - co N 1 n PROPOSED WATER SERVICE W 1 2 8"GV(S,E c SEE SHEET SS1 WILLOW EAST STORM DRAIN 1 1 1 1 - SEE SHEET ST4 PROPOSED FIRE HYDRANT U0 N:139266.42 1 r 1 1 0 r E:192039.08 BLOCK 2 1 r ` I EXISTING FIRE HYDRANT _ a?` LOT 10 \y l 1 c�� LOT 2 1� ` PROPOSED STORM SEWER =o vu PEREZ DANIEL A. ` 0 W EXISTING STORM SEWER E X EXISTING TELEPHONE T o w0 LOT 11 IN 1 N I m / 11 I EXISTING GAS G _ I �1 WATER LINE B EXISTING CABLE CTV o m z 1 LOT 3 -+ M1 SEE SHEET WT3-WT4 z 1 Z 1 PROPOSED CURB &GUTTER Coo) a. 1 N �? �s��� z PROPERTY BOUNDARY _ ` o - - PROPOSED LOT LINE EXISTING LOT LINE Ur LU PROPOSED ROW - - o 0 EXISTING ROW - - EASEMENT LINE Cn W PROPOSED STORM INLET PROPOSED STREET LIGHT # Uj W EXISTING TELEPHONE PEDESTAL ❑T Uj x Ur 0 Ub vn NOTES: LO z 0 N U N� 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE ate^o APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE WATER LINE A RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. w_ N 2. ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES,WATER& Lj Z WASTE WATER DESIGN CRITERIA MANUAL,LATEST EDITION. Lij Q II a PROFILE SCALE: o o W_ 12�d HORIZ. 1"=50' 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE VERT. 1"=5' NOT TO SCALE. 4. ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5'AND MAXIMUM OF 5.5'WATER LINE V -O M D'--t-N 'J� O U_I - (-ti m )- C �- C) COVER FROM FINISHED GRADE TO TOP OF PIPE. 00 -� N �-t N 2-7-c7 W-It r- W-N CO N F-N O m,O a+' 3rn + 3rn + 3m ++ �rn + �rn + rn Up z o z o �i ni 5. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE w c� m Z u 10 a �u u t u � I � z m z 0 OIL 0 Q O Q LU Q z. ¢ w-o-Q O a ¢ O-a ¢ a BETWEEN HORIZONTAL FITTINGS,AND DO NOT ACCOUNT FOR VERTICAL BENDS OR W Ub w x m_O w Z . co-OJ_ =-O =_O O DEFLECTIONS. a m o m o Un ° m m cn ° cn Un 5005 N~ N~ N~ W~ W~ ~ 5005 6. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS N m SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND 06 ARE SUBJECT TO CHANGE IN THE FIELD. in v 7. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS,WATER MAINS&SERVICES. 5000 5000 8. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT DIMENSIONS, UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR o -It STANDARDS. aIt 5 a z v 5 10. ALL WATER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. Unma O 11. PVC-PIPE JOINT DEFLECTION FOR PVC PIPE SHALL NOT EXCEED 1 DEGREE PER 100.00 LF Uj SECTION OF PIPE. BENDING OF THE PIPE IS NOT ALLOWED. it 16"STEEL CASING @-0.00% m PROPOSED TO BE BORED UNDER 12. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS S GROUND UNION PACIFIC ROW DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS G tz I 4990 4990 PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE `� U. W m USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES a OF CONSTRUCTION, DETAILS RESTORATION PLANS,ETC. F 4"PVC WATER LL` STA.=14+38.91 13. IN LOCATIONS WHERE SANITARY SEWER CROSSES ABOVE WATER LINE, � EXISTING TOP=4985.01 CONTRACTOR SHALL WRAP SANITARY SEWER PIPE JOINTS WITHIN 10'OF WATER GROUND 95"HDPE STORM STA.= 4985 11+67.75 4^85 LINE PER CITY OF FORT COLLINS SPECIFICATIONS. /� w' c INV.=4987.13 J ( j N fq �,/ N " 75 S 8"PVC 18"MIN 18"MIN.( c 8"PVC 12"PVC SANITARY - 12"12"PVC SANITARY W INV.=4982,98 STA.-11+55.88 EX.12"PVC SANITARY 24.7" NV.=4981.79 SNV. 14986.79 2 4980 INV.=4982.34 STA=13+04.5 3 4980 S 18"MIN. INV.4981.35 w a m 18"MIN. N U4 OM 60" EX.WATER H z ED o STA.=13+65.09 co rn rn "T TOP=4980.07 X y o + 0 - + V NT II II 0 d d d z a HO HO � O � " 4975 - W 4975 O W W LL'7 O M cM .- O fA CA N O ¢ I ^>rn g rn_ v_ v_ TOP OF g�_ ao_ g m o r� p ry O 3 7 -l[) �. (A O m C V' M N N H d' o Un�_�. �_r 3�_vi. 3 �_�..3 co PIPE t 3 as_0 3 -._0 3 9_a 3 3 CO 3�_�3�_Ud 31 o w"rn o.p m-o p m +.p Un +..p rn v.0 rn_`+ p rn_c+o p rn_c+o p m + p rn c+o p 0) + p m + U� `+ o oW�v_+oZv o Z� pzc oZv Z � Z � Z� �Zv Zv a Za-+�Zv- 11 c o' o a =mama-. wma=ma PROPOSED = mUi-� ma� ma =LU = LU � mft: (L zU m F x o_� o_F �,o_F �,o_� o GROUND Lo o_� �,o_F o_F Ci 40.0'DEF. 40.0'DEF. o F �,o_� o p Ci " Un�ONrUnv� rnv� Unv � rnv� UnvHUnvHwvHUnvH (@0.3°) (a.0.3°) (R'T Unv �- UnvFUn0H O. 1I O O d O O 4 W d C_Ln u �, M Un m Un rn Un m co �0rn--0) rn CALL UTILITY NOTIFICATION CENTER OF N v v a v v c v a v v c a a a COLORADO s E 9+50 10+00 11 +00 12+00 13+00 14+00 15+00 co � x n W w z a z J Sheet z Know what's below. CBI( before you dig. WT2 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 15 of 60 a� NORTH ° owl QI LU BLOCK 4 I I WATER LINED TRACT t3 TI i72 Ro� ICI LOT 3 LOT 4 LOT 5 I LOT 6 SEE SHEET WT6 I 50 0 50 100 150 Feet QCO Q LOT 1 I LOT 2 STA.=11+26.90 _ w I I STA.=12+45.09 I w 8"X6"TEE w/MJR I I I (IN FEET) 8"X8"TEE w/MJR 2-8"GV(S,E) H ASSEMBLY(E) EXISTING 1 inch= 50 ft. I N:139401.47 N.139519.65 NCWA WATERLINE IR E:191762.55 T E:191761.00 I I EST WILLOX LANE - - - -S W W - S- - - - - -W _ � j WT3 w s - -S - W. w - - - - _ - - - - _ _ - - 9'UTILITY EASEMENT - - - - I I. 9'UTILITY EASEMENTSIDEWALK - - mft E E 1 � - 12+00 STA.=10+00.00 118.19 LF 8"PVC 11+00 - - - 126.90 LF 8 PVC 12"X8"TEE w/MJR _ 30' w 57' - - - - S00°45'03"W S00°41'00"W 1 -12"GV(E) r"' - -�_� Row SAINT THERESE STREET 1 -8"GV(S) o 55 - . . . - E:191764.06 WT4 :> ` E 5'SIDEWALK I 5'SIDEWALK _ _ I - - 9'UTILII EASEMENT - _S - LU M _M s -s- o W I �'UTILITY EASEMENT - - - _ _ � \ Z I � rM- -S M-S- - M - - i +CD W �STA. 12+98.7 I T Q i � �: EXISTING WATER J SANITARY LINE A I I SANITARY LINE A7 W FIRE HYDRANT CROSSING X 00 SEE SHEET SS4 z (A. rn N:139519.4 STA.=10+40.41 p T_ I SEE SHEET SS1 I I N w-Y _ E:191786.46 I J m LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 1 LOT 7 LOT 8 w w l a W. l LOT 1 I SOFT Io 00 00 o 1 - - - - - - -F_ I I GOLD PARK STA.=13+91.24 _j= p z U) 22.5°BEND w/MRJ Z) � � �, LU I i I W I N:139399.61 cD H I I w E:191907.13 I I Z I LOT 2 Iw / I o _ _ Z 57' --1- ROW - - CUT EASEMEN_T� _ - _ - } - - - _ TRACT C �srA. 13+7a.7 JJi HICKORY STREET PROPOSED 2' _ - - DE I I o I ® KEYMAP NTS C I I I _ o L SANITARY LINE A4 �.-� - CONCRETE PAN _ i1 f x I �" T / 'T� a c6 +� c �W ti w - - , , -FIRE HYDRANT \ / I LEGEND: � W E � ' w E c W I - - - ENT N:139292.09 / /,U i / SEE SHEET SS3 i I I I n STA.=15+59.55 E � � � � °' ASEM 8"X6' SWIVEL TEE I - - m N w0 C aN LOT I I z .--a Ez U E:192017.47 O Q n PROPOSED WATER MAIN o U o o n I-cn �11 FH ASSEMBLY W / rr T > m -� -6' \ LOT 10 LOT 9 1 \ M / N " � '- _ � - 1 \ / / /�� SST mn= � - � .n� = own 29.83 LF 8"PVC 3.60 LF 8". o �- q. - - - - - - I H EXISTING WATER MAIN n W - - - - ' \ \ S12°51'35"E \ S12°51'35"E �� 74�106 w o o J STq / I I PROPOSED SANITARY SEWER N j o \ STA. 15+89.38 \ 35.38 LF 8"PVC / 74x LOT 4 w N " .E w J \ 8"X8"TEE w/MJR 24 7 / I EXISTING SANITARY SEWER SS L o m 1 yP1 S�°20'05"E / STA.=14+66.78 o PROPOSED SEWER SERVICE S W w p 1 p BLOCK 5 \ 1 2-8"Gv(s,E) \ i / / / 1 N:139266.42 + 22.5°BEND w/MJR / LOT 12 LOT 11 P E:192039.08 /� / o° - - - / TRACT A _ r� I ➢ �\ x N:139368.63 -' PROPOSED WATER SERVICE W 30' {n s W h E:191976.03 BLOCK 1 ? I PROPOSED FIRE HYDRANT k_k + \ // DE,UE,AE LOT 13 n 1 } \ _ - 27.61 LF 8"PVC / °0 n / EXISTING FIRE HYDRANT _ v ➢ \ S41°20'05"E LOT 5 LOT 14 / i PROPOSED STORM SEWER Eb BEGIN HORIZ9 O EXISTING STORM SEWER o + ` STA / / WILLOX WATER LINE DEFLECTION �/ SEE SHEET WTI = .15 z - EXISTING TELEPHONE T �w - _ I _ - _S� �W a.PYJCi �x 00 EXISTING GAS G � 0 g12°51 12 SS STA.=15+20.57 5'SIDEWALK ��+0 26.18 LF 8"PVC EXISTING CABLE CTV � S PVC E END HORIZ. -R=300.00' H o - 12 S � DEFLECTION � Coo)O PROPOSED CURB &GUTTER 144.14 LF,8"PVC 69.35 LF _ I S00°23'06"W_- 1 8+00 -R-300 p0, SS �, PROPERTY BOUNDARY o i _---------.------ N 1 f M -i--�3 -� �- -- -� ---- 3------ - - - PROPOSED LOT LINE - - - - Z)' S 12" S �g n \ w TO STA.=15+55.96 ENIIIIIIIIIIIIII7 19+00 ' v \ . . _ 22.5°BEND w/MJR / I EXISTING EXISTING LOT LINE IIIE ? \ + N N:139299.01 EXISTING 6'CITY OF NCWA WATERLINE } 5'SIDEWALK s \ 01 I PROPOSED ROW - - o M N \ E:192031.64 FORT COLLINS UTILITY EASEMENT I o - s \ 1 \ j I EXISTING ROW S N1 S M M -.I- - S M v \ 1 0 BLOCK 2 ' 1 WILLOX EAST STORM DRAIN EASEMENT LINE - - - °� I �1+ LOT 2 1 I SEE SHEET ST4 I O W m � w 1 I PROPOSED STORM INLET < Q c a I LOT 4 ' \ LOT 3 I LOT 1 \ WATER LINE A ACKELSONCONNIE A. I PROPOSED STREET LIGHT # Ld r~n v~, ~ STA.=18+06.48 SANITARY LINE A EXISTING EDGE ° w I STA.=17+37.13 \ SEE SHEET WT2 I ° EXISTING TELEPHONE PEDESTALUj T END HORIZ. SEE SHEET SS1 OF ASPHALT T I m LOT 8 LOT 7 I DEFLECTION I EGIN HORIZ. m V W LOT 6 LOT 5 I DEFLECTION _ ' _ �i, _ N I cn 15 Lo v z NOTES: No Z NF 5 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE Do^,o G J APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE WATER LINE B RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. w_ N U 2. ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES,WATER& Lj z WASTE WATER DESIGN CRITERIA MANUAL,LATEST EDITION. 6 Q II m a PROFILE SCALE: 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE 0 N w Q HORI Z. 1"=50' NOT TO SCALE. VERT. 1"=5' 4. ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5'AND MAXIMUM OF 5.5'WATER LINE � m w nj z rn c� nj z m w ^cn-(n w -00 D_00 r�j zoo M r j zoo w 0'-� �ao m� w 00 rn a w No COVER FROM FINISHED GRADE TO TOP OF PIPE. o p v - O= = Oo cm wrn � O O � �o o� I-N UJ E CO --cD --� 01 cn-�-oi H "4 v) 2-V-o --V V --� CD -� -(n U) co o 2 V-� U`- o O �C0 -Cl) O co o - m (n _oJ ao N O S CO rn O co cO 0o rn 0o v ao N - } co w O z v z o +m = wv = w a U 3> �-n w m ��� 3-01 i = w-� v = w� v 3 M 3-� c+.i 3 >-v + 3 m_� 5. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE I c� m Ln = p w_11 = z w_11 - w(D_a__ > u J= Z_a_- p w_u = z w_n - o_11 = o_n =w (9_II w :E-11 BETWEEN HORIZONTAL FITTINGS,AND DO NOT ACCOUNT FOR VERTICAL BENDS OR O r� Q O p+p QWwa Q(7wa Q �°0a-Q � w_a a zI � a za za w - a wwa Wco w x w- -Q w a (7 w ¢ w- Q w- a �- Q I- DEFLECTIONS. a m o m o I- p_0 I- w p_O I- : O f- W cn-O I_ m_O-1-- w p_0-1- w p_O H m_O I- m-O 1-° O E_ = ( O (n (n m (n 00 N Cn c (n U) o (n (n CO fn o coo Cn X U) Cp (n ~ ~ X ~ X Q ~ -F' ",F = N ~ x Q ~ 6. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS 5005 °° ED LL N N N °° U_ 5005 SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND W ARE SUBJECT TO CHANGE IN THE FIELD. 7. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL N SANITARY SEWER MAINS,WATER MAINS&SERVICES. N o6 0 0 0 8. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT DIMENSIONS, 5000 m a a 5000 UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. v d. 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 4995 4995 10. ALL WATER SERVICES SHALL BE!"UNLESS OTHERWISE NOTED. 11. PVC-PIPE JOINT DEFLECTION FOR PVC PIPE SHALL NOT EXCEED 1 DEGREE PER W PROPOSED SECTION OF PIPE. BENDING OF THE PIPE IS NOT ALLOWED. a GROUND W to 1 12. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS N DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS G PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE `� m 4990 = 4990 USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES _ OF CONSTRUCTION, DETAILS RESTORATION PLANS,ETC. z 0 D EXISTING 4"PVC NOCO WATER '� -LL.I STA.=10+40.41 0 N LU EXISTING 13. IN LOCATIONS WHERE SANITARY SEWER CROSSES ABOVE WATER LINE, TOP=4986.17 o (n _ GROUND CONTRACTOR SHALL WRAP SANITARY SEWER PIPE JOINTS WITHIN 10'OF WATER � m 8"PUC LINE PER CITY OF FORT COLLINS SPECIFICATIONS. X w' u 4985 -8;PVC a°PVC MIN. 4985 Q I I I N N "PVC 06 8"PVC J 1�1�1 OEf 7 i� m u a y �N x /\ ` W cV W n 4980 00 00 4980 J I-0 oi � vLO � v ov a a 3 F- 0 H. � I- � ~ LL m o 40.0'DEF. z Z z M_ M_ �r N O_ 4975 °� M M > Of z 4975 31 Z of W ono )w ((i CC) ui 3 0)-6 3�_c 3 2o.W w D U-� H N o' o 0 IJ� w ��°� +�0) + 10' + 001 + Q010+ LU> rn 0 I J 11 oZ oZ oZ ol-(7 ❑a od PROPOSED ROUND PPE OF oo_ ma ma ma ooN= a wu wu7�T C) W u wu wu (D Oz � i V 2 @0.0°) � �o °v,0 �,,0 1.4(@0.3°) Ftno-�zop-P nO.HN.(o v � z _ U 75.0'DEF. tno� rnoF rno� 110.0'DEF. cnvFcnvHUnv�(n -.-r-I � QO gyp, I- a rD M O) (D v (O cn I� O co M v I� co Cl) co I- O � o� v O v O M M v F- U U 3 N N rn o_ m m n (o v, o M * ry o ao o (D o r� o rn ry r M n n D ao ao oo ry M v n con rn o (.� M rn o 0 o rn a cD D ci rn a n z O CALL UTILITY NOTIFICATION CENTER OF u cD O O O � O N O � O O � O ifl O N Oi VT O O O (n C (n O (n (D (D cD (D I` N '^ N c- N O M M N '^ N '� N�� (D N J N 4970 � � 0) 0 � W rn00 mm �00 co 0 � co � � � � CD 0) 0) 00 M � � � � � � 00 CD � 0 0) 03 000 CD � � � 0) � � � � � � � 0 4970 rn rn rn rn rn rn rn rn rn rn rn rn rn m rn rn rnrn rnrn rnm mrn rnrn rnrn rnrn rnm rnrn rnrn rnrn mm rnrn rn0 rnrn rnrn rnrn rnrn rnm mrn rnrn rnrn rna mrn rnrn rnrn U COLORADO S m v <r v <r va- v �r vd- v <r va v �r vd- vd- v � v �r v � vd- va- va va va va- v �r va v � v � va v � v r va va vd- v <r va- va v <r co rl8+50 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 n W z a z J Sheet z Know what's below. Call before you dig. WT3 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 16 of 60 a� NORTH ° BLOCK ' h o FIRE HYDRANT i i rn I rn LOT 1 I I I I I LOT 14 v,��n -m 50 0 50 100 150 Feet N.138974.95 I LOT 1 E:191621.55 I I I I I STA.=11+55.24 I LOT 6 - - 9.11 LF 8"PVC- - _ - _ _ W � 8"Xs"TEE w/MJR I 3I I I I (IN FEET) -VE 8"GV(S,W) - - - - - 1 inch= 50 ft. S89°36'54"E UTILITY EASEMENT I 38965.05 SANITARY LINE A �,STA.=10+01.08� , 91767.62 SEE SHEET SS3 3ST WILLOX LANE 8"PLUG&CAP 5'SIDEWALK 5'SIDEWALKRESTRAIN TO TEE(E � �, LOT 7 N:138966.09 -146.13 LF 8"PVC 11+0 - E:191613.46 S89°36'54"E 30' 57' 30' X -� " SROW_rL_rL-12�S 12" - -BLOCK 2 STA.=10+09.11 MOLLER STREET _ -- 8"X6"S WIVEL TEE , . -. . 1 8 GV(W) E E F- I ui _ _ _ _ LOT 8 O - - FH ASSEMBLY(N) 5'SIDEWALK o 5'SIDEWALK _ �' WT5 0 N:138966.04 T EN` 0 98.50 LF 8"PVC W I- 15'UTILITY EASEMENT + 15'UTILITY EASEMENT Z CO E:191621.49 _ _ _ s _ _ I N I S00°23'06"W LU > STA. 12+18.73 I STA. 12+16.1 - - - - - - - w - - - - N SANITARY LINE A6 a� qGOLDARK STA.=12+53.74 I I LOT 5 w LOT 13 8"X6"TEE w/MJR FIRE HYDRANTSEE SHEET SS3 LOT 9FH ASSEMBLY(E :138866.40STORM DRAIN A I�LL N:138866.56 E:191790.87 ILOT6 I w YF- cn SEE SHEET ST1 E:191766.96 - _ - _ _ � Q(mSTA. 1z+sa_7 �� W H -P/TT, JEAN I sTA. 1z+63.73 ww III Q I ZI �Q �LOT 12 I LOT 4ILOT 7 9 i �� `� LOT 10 TI ZI izl I� - - W �' I H I U) w WATER LINE B HICKORY STREET z I- W IUi w SEE SHEET WT3-WT4 ® KEYMAP wl co u� . �' LOT 3 Iwo TRACT D II�1 �I I � LOT 11 "� W LOT 11 N W > cn LOT 8 57' c - LEGEND: _ 0 0 U ¢ H I d w STA. 13+3$.7 ROW w e > .�w E c i C c V N O N 0 T V J rn y `rO- O N - - - - - - - STA. 13+53.7� J W *STA. 13+48.7 - - - - W T a aE z a` I W t0 [n s o a�'i °� o Q o 0 PROPOSED WATER MAIN n c o •� c STA. 13+63.73 0 0 ~ Iw I I EXISTING WATER MAIN FUTURE CITY OF FORT COLLINS W1U) LOT 2 LOT 9 30' �, PARKS DEPT. IRRIGATION LINE C° I g I N w rLA I I LOT 12 PROPOSED SANITARY SEWER N c 0 o °� LOT 10 Y w BLOCK 6 - TO BE DESIGNED BY OTHERS I( ) J EXISTING SANITARY SEWER SS cnl o w w �J L� � - PROPOSED SEWER SERVICE SCD w w + _ LOT 1 STA.=17+7g.g1 I I PROPOSED WATER SERVICE W in 45°BEND w/MJR I -cn N:138668.10 rn PROPOSED FIRE HYDRANT 0 SANITARY LINE A LOT 10 E:192076.89 I LOT 13 11 I I STA. 14+23.7 I EXISTING FIRE HYDRANT .� SEE SHEET SS1-SS3 STA.=17+47.60 f 1 STA.=14+48.74 I - I 45°BEND w/MJR 00 m FIRE HYDRANT _ _ - 45°BEND w/MJR PROPOSED STORM SEWER .o I LOT 9 N:138671.56 N:138661.67 15'UTILITY EASEMENT N:138646.12 - - - - - EXISTING STORM SEWER - I I I E:191765.65 E:191810.54 - - - E:192054.61 Z GBP LLC j I I sTA. 14+43 75,E \` 5'SID EWALK EXISTING TELEPHONE T r co 00 - - EXISTING GAS G - ZP 14+5� \ \ 15+ 0 16+00 17+00 / LOT 14 / 5 57' 30' EXISTING CABLE CTV o \ \ 8"SS ROW-g SS FL-�L- - - - - 1 33.23 LF 8"PVC SAINT GRACES SEE 8 SS l 31.30 LF 8"PVC PROPOSED CURB &GUTTER Coo) z 1 \ - PROPERTY BOUNDARY z _ o S44°36'54"E - N45°23'06"E 0 i I \ \ PROPOSED LOT LINE - - - - I LOT 8 STA.=14+81.98 3 _ _ 5'SIDEWALK_ _ �\ 45°BEND w/MJR �S \ 9_UTILITY.EASEMENT - J - EXISTING LOT LINE - - - - a \ N:138647.90 M _ s rn s rn nn s _ _ � W LU } - \ E:191788.99 0 o s ��� s nn nn s ' PROPOSED ROW o + i + I + I - - i 21.50 LF 8"PVC rn I I I EXISTING ROW o0 STA.=15+03.48 � N - \ / S89°36'54"E i 244.13 LF 8"PVC + F - 8"X6"SWIVEL TEE Q d Q EASEMENT LINE W \\ , LOT 7 Q 1 -8"GV W BLOCK 3 U) S89°36'54"E ( ) ¢ d PROPOSED STORM INLET \ / FH ASSEMBLY(N) ~n PROPOSED STREET LIGHT w.W N:138647.76 LOT 4 LOT 3 LOT 2 STORM DRAIN B w I E:191810.49 SEE SHEET ST2 y EXISTING TELEPHONE PEDESTAL ❑T LOT I I _ / LOT 5 LOT 1 Lo EXISTING 20' z NOTES: DRAINAGE EASEMENT N 0 o o_ 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE 01 o APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE WATER LINE C RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. w_ N O 2. ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES,WATER& Lj Z WASTE WATER DESIGN CRITERIA MANUAL,LATEST EDITION. 6 Q II m a PROFILE SCALE: 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE 0 N w Q HORI Z. 1"=50' NOT TO SCALE. VERT. 1"=5' 4. ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5'AND MAXIMUM OF 5.5'WATER LINE � m w ^^o mt LU ^_c2 -t W ^o `t �r- ro�N ao� ^^t i o �_o COVER FROM FINISHED GRADE TO TOP OF PIPE. 5' C > > o m.2 �w > ZL() Nw � � rW W� � 'M� ��-OVA > Z-� I `'� �� f-N Ws C m I.- o L, I.- M H -CO 00 2-1 g 1- Cl)2 "_-ram U o_ > } o� in : �_co rn = } ro v -,ro a0Sm o- > } ro v �_ro wO O+ i0 O m rn + ro , o _j + 3 rn + 3 rn + 3 J rn + 3 0) 5. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE I m ?� w_a ?� 2j-1 o 1 �Z� w Oro 2 1 o BETWEEN HORIZONTAL FITTINGS,AND DO NOT ACCOUNT FOR VERTICAL BENDS OR 0 r, w <O Q 00 Q a Q CO w a Q LU_ Q w a Q w_a Q w_a DEFLECTIONS. m rn o m o CO � O 00-0 H -O F MO m_0 �-_ O H m-O 5005 Q ~ " ~ ¢ ~ `�~ �'~ 00 ¢ ~ �'~ 5005 6. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS ILL LLLL SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND ARE SUBJECT TO CHANGE IN THE FIELD. 7. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS,WATER MAINS&SERVICES. 8. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT DIMENSIONS, 5000 ^ 5000 UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. + o m 9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED w v IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL `� m a REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR Lo I� STANDARDS. 4995 4995 10. ALL WATER SERVICES SHALL BE!"UNLESS OTHERWISE NOTED. 11. PVC-PIPE JOINT DEFLECTION FOR PVC PIPE SHALL NOT EXCEED 1 DEGREE PER PROPOSED SECTION OF PIPE. BENDING OF THE PIPE IS NOT ALLOWED. W GROUND r , m 1 12. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS �•/ N DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS G a n PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE `� u 4990 4990 USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES 8"PVC SANITARY OF CONSTRUCTION, DETAILS RESTORATION PLANS,ETC. C/� 30"RCP STORM STA.=14+62.88 \ A' E N STA.=10+19.11 INV.=4987.39 1 o INV. 4966.79 13. IN LOCATIONS WHERE SANITARY SEWER CROSSES ABOVE WATER LINE, LL � o 8"PVC CONTRACTOR SHALL WRAP SANITARY SEWER PIPE JOINTS WITHIN 10'OF WATER m LINE PER CITY OF FORT COLLINS SPECIFICATIONS. X 8"PVC _ eq V) 4985 18"MIN. 8 PV "Pvc 4985 O W N N 12"PVC SANITARY- 18"MIN. 18"MIN. STA.=11+65.24 _ EXISTING INV.=49s4.89 _ GROUND J N W � O 4980 � � 4980 z n N CO + � Z u M r 0, T d O g � O mI- 3 � ~ s W N U W ¢ 4975 ° 3 ° ° ° 4975 F n d O V- V O F M r- I R N fi r- N N h o O 3 u O ¢O r> n_� o_cpl� n U�_N M_N M v,_ Cq_O ao_o o_� F o O F m F n i0 o U~ co- co-�i 3�_v 3�_v.3�_n..3 m-,co 3 �_0 3 co 3�_r�3�_r� 3 a 3�_ri.w a'�o v LOU nm --Co.w ano 2 3 N 0. o o6 Z rnrn (P N O N rn '0 LL 0) O rn h M in Q) 'n rn 10 rn C0 (7) O J d) 11.J.O M J M O O o + + C -+ � -+ -+ 0 + + 0 -+ � + � + � + � + 0 + + + + � n O (� v O Z v-O Z V_O Z V_O Z V W V_� Z V-� Z V Z V=� Z V=�, Z d' Z C-� W V OLL V r W Z 7 w w w W o w w w w r w w PROPOSED TOP OF w n w u W u m m JHd ma and ma ma ° a m4 ma 00 ma ma and � Da ❑(L � Dd ma dacn ¢ ° d° d ° Q° ¢� ¢ ° �t ° 160.0'DEF. ¢° ¢° ¢ ° ¢° ¢ ° GROUND PIPE ¢� a ° ¢° 'Nrl _ - W O_F 0 O_F�O_F O_F ZD O F O_� O_F 4)O F O_F O_F �O_F zn O - M O F O F_ n O F O s <nz l- cnvl- cAvl- cool- cool- U) I- cnv� <nvr (@0.2°) rnv� mv � cnvHrnv� vlor rno� cno � cnvl 3 W O O M Ln M O M N M ho O Q) CO t` O O In co CO CO C0 M O N CO CO v, rn co o n m rn rn o � rn r1 7 r` o o N N N N O m O n O n er M O O O W A (p h o O M CV 7 O O W 00 m O M 7 CALL UTILITY NOTIFICATION CENTER OF 51 u O to -N ra [D [D r� CV n N [D N r N r� c'i ro c'i Dj M 00 M au N CV ^ N ^ CV r pj r� nj r� .n M m co co co cn O �f] O rf] C CO N 4970 � � � � � � � W � W �, � � � � W � � � � rn � � � � � � � � � � � � � � � � � � � 01- 6 � � � � � � � � � � rn � � � 4970 rn rn rn rn rnrn rn rn rn rn rnrn rnrn rnrn rnrn mrn rnrn w rnrn rnm rnrn rnrn rnrn mm rnrn rnrn rna rnrn rnrn rna rnrn mrn rnrn rnrn rnrn mrn rnrn rnrn COLORADO S m va vd v <r v r va va vd vd va v �r v � va v <r va v r va v �r v � v � va va v � vd va va vd vd va v �r vd v r co 2 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 n W w z a z rfy�, J W X Sheet z Know what's below. o Call before you dig. WT5 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 18 ;of 60 -1 NORTH ° owl 30 0 30 60 90 Feet (IN FEET) 1 inch= 30 ft. WEST WILLOX LANE W ... -- 00 o ST1 . p TRACT B Q) O r- FOR FUTURE GCITYOF FORT DE COLLINS \ / / /r I / PARKS DEPT. IRRIGATION LINE `/ � I // / _ (/ �� j00 000' 1 4 hrl� 6 t FUTURE CITY OF FORT COLLINS / \ ��,/ PARKS DEPT. IRRIGATION LINE / ��i \ \ 30'IRRIGATION EASEMENT SOFT \_ _ FOR FUTURE CITY OF FORT COLLINS a� (TO BE DESIGNED BY OTHERS) '4987 �°j \ _ FUTURE CITY OF FORT COLLINS GOLD PARK FES A STMH Al n / r PARKS DEPT. IRRIGATION LINE STMH A2 w_WEIR TEE A3 ` _ PARKS DEPT. IRRIGATION LINE STA 10+00.00 STA 10+17.63 STORM MANHOLE (11 STA 12+52.68 -TEE A4 _ STMH A5 �, (BY OTHERS) STA 11+32.97 _. N: 138712.91 - - 112.53 LF STA 13+65.21 1 9$ N: 138463.13 N: 138477.88 w/WEIR - - - - _ _ 87.14 LF STA 14+52.:7 N: 138593.21 E: 191621.27 E: 191611.61 SEE DETAIL ON SHEET D7 -- - - E: 191614.41 _ - _ - _ - - _ - - 36"RCP N: 138825.43 / 36"RCP N: 138912.57 _ _ _ - FES A8 _ _ _ _ _� � - E: 191612.99 - - - _ 86 --�- - ��, @ 0.45% - - - E: 191615.76 \ @ 0.45% E: 191616.80 / 36.03 LF - - - - - - - I STA 15+50.74 HICKORY STREET z 00 30"RCP 4'CONCRETE I N: 139005.68 KEYMAP @ 0.20% PAN w/7"CURBS ®N s 87 87 87 I E: 191620.46 -a 115.33 LF 36"RCP @ 1.45%-11+ 0 88 88 W - 89 89 E L icf16 --- ------ 5.01 LF - - -------- - - - - - - 0 Y 8s -87--- 10.43 LF 8"PVC @ 0.50% - ------ -------------- ------------- „HDPE- - - -i- ------- - - - "HDPE - ----- --- - - - - - _ _ _ _ PROPOSED WATER MAIN T `v 2 z'g a m z n 90 4.42 LF I Ok - - - - - - - - - - - tx / 11 0.45/o INLET A3-1 6'UTILITY EASEMENT INLET A4-1 INLET A6 N o U N c T U - - - / _ 36"RCP - - - - - - - - - - - - - - - -@2.00% _ - - - 15+00 - EXISTING WATER MAIN n 89 PROPOSED SANITARY SEWER N cD 0 o ° (D W 9 6'UTILITY EASEMENT _ o - _ - 90 O CO N O R UO W n e E ( ) STA 14+83.88 INLET A7- - - - - - - - - - - - EXISTING SANITARY SEWER SS w w / � � I INV.OUT=4986.18(W) I I INV.OUT=4986.49 W f 36"R LF PIPE END A2-1 FG=4989.34 FG=4989.75 � 36"RCP E E E E E E E E E E E � N: 138940.55 30.83 LF q� INV.OUT=4985.08(SE) STA 15+14.71 @ 0.20% E E E E E / E: 191631.32 30"RCP I PROPOSED FIRE HYDRANT 4� FG=4985.08 � N: 138971.39 cP6 e E e �a / I I @ 0.20% E: 191631.53 I EXISTING FIRE HYDRANT PROPOSED 2' E �E E ✓ I FLOWFILL OVER CONCRETE PAN E E 8 / / PROPOSED SANITARY SEWER 57 90 PROPOSED STORM SEWER o= E // FOREBAY 94 PER DETAIL ROW 94 wo \ I 30' EXISTING STORM SEWER = r I -� / U_ FL FL �,I PROPOSED RIGHT OF WAY - - .0 / \ (n n� K (n M ago W RG A UNDERDRAIN �� LOT 9 `� o �I - - SEE SHEET U2 \ cCn EXISTING RIGHT OF WAY Ex LOT 10 LOT 11 LOT 12 LOT 13 _ m _ r PROPOSED CURB&GUTTER 00 LOT 8 r LOT 1 PROPOSED _ r D m D Z LOT 2 LOT 3 PROJECT BOUNDARY OIMEDIA AREA �I m PROPOSED LOT LINE o ` \ I I WATER LINE C - SEE SHEET WT5 EASEMENT LINECoo) a. 7- TRACT A / BLOCK 3 z I m I PROPOSED STORM INLET ® o DE,UE,AE' / / � � I I i I I h I NM / SANITARY LINE A I NOTES: s _ SEE SHEET SS1 cb W BLOCK 4 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE o w - - _ s S W I w W W - _ - -S APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE o / LOT /si \� - - - - - - - w W w- - -S - -94- - RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL ¢ _ _ _ _ _ - - / ` - _ UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW LU CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN w UNDERGROUND UTILITIES. w x 2. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL c STORM DRAINS,SANITARY SEWER MAINS,WATER MAINS,AND SERVICES. °�°z �J O 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND N STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF o 0 FLARED END SECTIONS. °'W STORM DRAIN A 4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING,AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY FORT COLLINS.ALTERNATES(SUCH AS ADS N-12 OR HP SANITITE)OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER.ALL JOINTS SHALL BE w o 'WATERTIGHT'USING APPROPRIATE GASKETS OR JOINT WRAPS(PER ASTM C443 N Q FOR RCP AND PER ASTM F477/D3212 FOR PLASTIC PIPE). o 0 z w ¢ o 5. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT ►w-\ Q II a PROFILE SCALE: FOR THEIR PROPOSED METHODS OF INSTALLATION(i.e.,WITHIN PRE-CASTER'S o o vvi Q HORIZ. 1"=30' TOLERANCES, ETC.). VERT. 1"=5' 6. CONCRETE FORBAYS SHALL NOT BE CONSTRUCTED ON RAIN GARDEN BIOMEDIA SOIL. CONTRACTOR SHALL ENSURE FORBAYS ARE CONSTRUCTED ON COMPACTEDNATIVE m PUBLIC PRIVATE v E w t N O M STRUCTURE SCHEDULE: U)W QW W00 w . W . w � CO w� U � CO om om 5005 Z Z Z M Z � Z W Z W z 00 Z -- Z r- 5005 O co co M �_ � Lo L6 � � �, o �. +I.�.� +�o _� STRUCTURE SUMMARY O d: M -� V-W r - -� 00 00"c .00 - d."05 LO -00 N 00 N°D-N 00 +Ith ri-rn m +I-� rn m-u) m rn N-co cm-rn M +I(O-rn 00 -m rn -co-rn �.� STRUCTURE ID STRUCTURE TYPE STRUCTURE SIZE p 00 I� -00 00 mot' 3 nj aD ao- V' N W CO V .�(j.a0 W 7 nj (0 00 R .�CJ �.CO V' <} �.a0 V O „ o°' r`O," 4) N �� rn� l- E- �nrnrnf- �6' a' � �n � �6' I- m � rn� � rn� l- �H BASIN E2 ADS BASIN 18 CO ¢-�-z -z z �z-O Nz z `' p = z p F _ p p ¢ �p BASIN E5 ADS BASIN 24" LL�z � � �zzz zzz �_cl-n_zzz �Uzzz � zz z � ;zz z � LLzz ��z BEND E1 w/ CO ADS BASIN 18" 5000 5000 BEND E3 ADS BASIN 18" BEND E4 w/ CO ADS BASIN 18" INLET A3-1 ADS BASIN DOME GRATE 12" INLET A4-1 ADS BASIN DOME GRATE 12" TEE A3 ADS TEE 8%30" 4995 4995 TEE A4 ADS TEE 8%30" co STMH Al CONCRETE MANHOLE 4' STMH A2 w/ WEIR CONCRETE MANHOLE 5' STMH A4 CONCRETE MANHOLE 4' < W Z STMH A5 CONCRETE MANHOLE 4' PROPOSED o m GROUND 100-YR 30.83 LF FES E HDPE FES 15 G 4990 HGL - 30"RCP 4990 FES E2-1 HDPE FES 12" �/ - LL o v 0.20% FES E6 HDPE FES 15" ry Q n = EXISTING ------ _ ------ - OUTLET C2 OUTLET STRUCTURE SEE DETAIL 602 E S - LL ------------------ - ----$7.14 LF 36"RCP @ 0.45%----- GROUND ___ - 119.71 LF 36"RCP @ 0.45% ------ ----112.53 LF 36"RCP @ 0.45%---- _ FES A RCP FES 36 Q 1 CO u 4985 'RCP @ 1.45%- 18" @ o FES B1-A RCP FES 24" N _ _115.33 LF 36' FES A8 RCP FES 24 MIN. 36.03 LF 30"RCP 0.20% 4985 (� - - FES B1 B RCP FES 24" G `N 31.53 LF 30"RCP @ 0.50% 70.3 FES B2-A RCP FES 24" `� g 8"PVC WATER WQ STA.=15+09.30 FES 62-13 RCP FES 24" R m 17 o HGL 12"PVC SANITARY TOP-4985.04 O .63 LF 36"RCP @ 0.20/° STA.=14+gg.2 FES C RCP FES 15" w INV.=4985.19 FLOWFILL OVER SANITARY SEWER FES W RCP FES 15" 4980 PER DETAIL 4980 FES W1 RCP FES 15" J Z s INLET A6 Type 13 Combo Single W INLET A7 Type 13 Combo Single V J J 3 4975 4975 O t� W O] X / N I � � I ^ 4970 4970 CALL UTILITY NOTIFICATION CENTER OF a F COLORADO s � 9+50 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 � N O d OD W a z J X Sheet a Know what's below. Call before you dig. ST1 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 20 of 60 a� owl 30 0 30 60 90 Feet (IN FEET) A v3 1 inch= 30 ft. -'` ) ' ► ' 'I III WEST WILLOX LANE i - -- ' I N LL ST4 EXISTING 30'NCWA I I � UTIL+INY EASEMEN i j LOT 5 I I EXISTING 6' •o EXISTING EDGE I I� j� OF ASPHALT CITY OF I ) o Im FORT COLLINS > -I 1` I I �(/I EXISTING s \ �� I iCD UTILITY EASEMENT000 rn I 00 NCWA WATERLINE I I L. I I rnl I �b WILLOX WATER LINE N I \ I I SOFT SEE SHEET WTI I FES E6 CO w GOLD PARK II I I rn l STA 15+26.12 C° Z LU \ s N: 139616.24 O O J (n I I } II z V � � E: 192115.23 x ~ Uj � � IOIC� S \ �y I / Lzc; U O f LO \ I i RELOCATE FIBER I w U_ + \ MATCH' STA 291.93 LF (v \ c'T HICKORY STREET AROUND STORM BASIN I � 1 35.14 LF 15"HDPE = of ® KEYMAP �' � _ I � � LINE I � 2+cjp WATER LINE A � o I I SEE SHEET WTI n 5, n _ W U =I I 15"RCP @ 0.50% \ I NTS o I I I 2 I o I @ 1.20/o �� \ t FES E2-1 � w +_ � T.� �w E Hp / 10.30 LF INV.OUT=4987.79(S) EXISTING LEGEND: N _ N -C II I I \ \ 12"HDPE I SSMH -o o n HO 90- ------- E ---11 '----- --- 9 @ 3.70%� 28.79 LF ��. PROPOSED WATER MAIN T v� 'o z m > a� z n \ o - --- - --- - ------- ------- E 9 \ \ \ I / 15"HDPE , on _ o - __ \ PROPOSED 2-2' 0.20% 14+00 3+00 \ j SIDEWALK CHASES BEND E1 w_CO I \ EXISTING WATER MAIN o o N c oa a) U O'b9 W o III 78.68 LF - {ems' x \ \ \ 13.54 LF PROPOSED SANITARY SEWER -8 � 5 - M N N I I I I I 92 \\ PROPOSED 4' I @ OH2OPo NT 139310.800 4 r �/ '�� w w o M I 15"HDPE - , (O EXISTING SANITARY SEWER SS °' � _ � '� w BASIN E5 I SIDEWALK CULVERT @ 0 20% 4.988 a�, I --_I - E: 192192.38 k - n� PROPOSED FIRE HYDRANT >STA 14+90.98 o \ go EXISTING FIRE HYDRANT _ ,, _ ---- E: 139613.79 1 � I „ _ _ _ _ _ _ � PROPOSED 2' / 11+00 I � �x E: 192080.18 SIDEWALK CHASE X PROPOSED STORM SEWER o= G PROPOSED III I BEND E4 w CO r x 10'CONCRETE TRAIL (� \ - EXISTING STORM SEWER s o - - - - v - - STA 11+99.05 12"SS 12" S Y I h PROPOSED RIGHT OF WAY - - _0 III / - - - 91 I- W- \ N. 139,321.91 92 78.04 LF Q Z E: 192075.49 _ EXISTING RIGHT OF WAY - - E- o w _ � � \ 15"HDPE a °oQ • �. ���� s z J III I PROPOSED 2' i / j - Sg BEND E3 @ 0.20% c I } } PROPOSED CURB&GUTTER o x I I I CONCRETE PAN / J WATER LINE B �Z ' BASIN EZ \ PROJECT BOUNDARY STA 11+85.52 o / / - STA 11+06.83 _ N: 139312.19 PROPOSED LOT LINE - - - - ±41' LOT 5 / SEE SHEET WT3 ` E: 192084.92 _ - 1 N: 139311.17 \ _ I s ] z o I� FL-EOP � I � � � � � E: 192163.60 � �, � EASEMENT LINE - - - - �I I I o) a. W � � / BLOCK 5 ` 1 \ \ . - � 11� TRACT A ,�--, � `� � z g TRACT A / 1 w SANITARY LINE A �I DE,UE,AE �;' L PROPOSED STORM INLET 72'Row v I DE,UE,AE 1 \ 1 J r IQ - - - - - - LOT 9 N \c9 N 1 SEE SHEET SS1 1 PROPOSED -.yi /FES E / _ ICI I 1 1 D L ', STA10+00.00 NOTES. w 4'CONCRETE PAN w / w/6"CURBS I 11,-� 1 E: 139266.61 0 LOT 1 w N: / I 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE o BLOCK 2 � PROPOSED bo; 192256.71 T SHALL BE THE 0 / / / N 10 CONCRETE TRAIL I �� ,.t !J,_i RESPONSIBIL TAPPROXIMATE Y/OF THE HEN OCO TRACTOR TOWN ON THESE VERIFY THIE EXISTENCE OF ALL LOT 4 / UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW LU CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN w UNDERGROUND UTILITIES. w NORTH NORTH 2. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL - STORM DRAINS,SANITARY SEWER MAINS,WATER MAINS,AND SERVICES. °�°z �J O 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND N U STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF o 0 FLARED END SECTIONS. °'W WILLOX EAST STORM DRAIN 4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING,AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY FORT COLLINS.ALTERNATES(SUCH AS ADS N-12 OR HP SANITITE)OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER.ALL JOINTS SHALL BE w o 'WATERTIGHT'USING APPROPRIATE GASKETS OR JOINT WRAPS(PER ASTM C443 N o Q FOR RCP AND PER ASTM F477/D3212 FOR PLASTIC PIPE). w Q o 5. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT ►w-\ Q II a PROFILE SCALE: FOR THEIR PROPOSED METHODS OF INSTALLATION(i.e.,WITHIN PRE-CASTER'S o o vvi Q HCRIZ. 1"=30' TOLERANCES, ETC.). VERT. 1"=5' 6. CONCRETE FORBAYS SHALL NOT BE CONSTRUCTED ON RAIN GARDEN BIOMEDIA SOIL. CONTRACTOR SHALL ENSURE FORBAYS ARE CONSTRUCTED ON COMPACTED m NATIVE SOIL. N w m L PUBLIC PRIVATE Ld STRUCTURE SCHEDULE: 0� w� <W W W om in co U) U) W 5005 W Z o Z 5005 co_o O o `" O o z STRUCTURE SUMMARY CV W -00-� U -d'0 M -V N� U d. -7-W cy�., o rn +I-00-rn 1 0 +I-h-rn 00 +Ire � rn I o +I-r; w o_o STRUCTURE ID STRUCTURE TYPE STRUCTURE SIZE co c`! o Q oo v 3 rn ao o v CD CO 00 3 00 Cq o v 69 Nrn � rnMrn � rnorn � Nloornrn � � orn � or BASIN E2 ADS BASIN 18" +-0 w + rn-v + 00 w + o-v v + o-v +o a co �M V o_ W rn_ � rn_ W o rn_ o rn ,I �Qv � ¢ vz-p z Qvz-p �QvZzp z Q 'IT �Qv BASIN E5 ADS BASIN 24 w�> a � �> � w � _>-> Q� »> w � » LU BEND E1 w CO LLW_z mU) �zz m (n �zZ m(0 �ZZz m (n �zZ 11wZ / ADS BASIN 18" 5000 5000 BEND E3 ADS BASIN 18" BEND E4 w/ CO ADS BASIN 18" Z a I INLET A3-1 ADS BASIN DOME GRATE 12" INLET A4-1 ADS BASIN DOME GRATE 12" N z_w TEE A3 ADS TEE 8%30" 4995 co CO 4995 TEE A4 ADS TEE 8"x30" 11 w �rn CO STMH Al CONCRETE MANHOLE 4' co 9 w � �z z STMH A2 w/ WEIR CONCRETE MANHOLE 5' 00 U) - STMH A4 CONCRETE MANHOLE 4' Li i I. Z PROPOSED STMH AS CONCRETE MANHOLE 4' FES E HDPE FES 15" 4990 HGLYR GROUND 4990 FES E2-1 HDPE FES 12" �/ E -- - _ -_ FES E6 HDPE FES 15" ry O S o ------------- -------- EXISTING is F I -- ---- --�-- --- _ __ GROUND OUTLET C2 OUTLET STRUCTURE SEE DETAIL 602 ""/ ------- - ---- - -- ---- -------- -- ----------- FES A RCP FES 36" LL V� 8 s 35.14 LF EXISTING 291.93 LF 15"RCP 4"PVC WATER 15"HDPE 78.68 LF FES A8 RCP FES 24" `5 °�' 1.20% TOP=4985.982 0.50% 13.54 LF 15"HDPE 78.04 LF FES B1-A RCP FES 24" Id 4985 @ TOP=4985.98 @ 15"HDPE 0.20% 15"HDPE 4985 in @ 0.20% @° 28.79 LF @ 0.20% FES B1-B RCP FES 24" O o 06 E; @ °15 200/ FES B2-A RCP FES 24" J ti 8"PVC WATER STA.=10+65.61 FES 62-13 J RCP FES 24" _ u TOP=4984.06 FES C RCP FES 15" Z FES W RCP FES 15" W Q o 4980 4980 FES W1 RCP FES 15" J g s INLET A6 Type 13 Combo Single ' \ INLET A7 Type 13 Combo Single ' os O W 4975 497510 J 01P� N O t` W OD I � I ^ 4970 4970 CALL UTILITY NOTIFICATION CENTER OF a F COLORADO s 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 � N O n I w W a z J X AASheet a Know what's below. Call before you dig. ST4 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 23 of 60 a� NORTH ° owl 40 0 40 80 1201 (IN FEET) A C) 1 inch=40 ft. MATCH LINE - SEE SHEET G1 G1-_WEST WILLI LANE TYPE III BARRICADE SI tia�WALK / \\ 928' 5'SIDEWALK o LOT 7 a9a� G I I J -- \ FG=93.28 OM4-3 END OF ROAD MARKER \\ MOLLER STREET \\ \\\ \ \ \\ I �\ TF=93.95 a��a' _ - \ 5T 30' _ \\ _ 57' _ \\ 30' I 100 I) I / G2� �� ROW �r<-�L \� ROW - �� - rL-rL -� -g218 90.06 I I r MOLLER STREET\\ 9, �\ ; - -\ , o OM4 3 END OF ROAD MARKER =" \\ `" / s \ \ �� 8g I - O -- I 1\ G 1 GRADE AT 4:1 SLOPE OR FLATTER 4:1 I 92.3� h �`�� \ \ ati�a \ � I LOT 8\ - s j , � / I \ v I � •> III 5'SIDEWALK U) r� 71 / I / i - - 5'SIDEW K cq rn 1 / I G3 TYPE III BARRICADE - \ 15'UTILITY EASEMENT 9� 9Q ° 9 \ \ ^�. I FIG 93.40 �yl°� I ��°° 1 / / \ / 9 g{0 �° 2, srQ02 15' 00 UTILITY EASEMENT �ti- I TF=94.07 a9 Q I I / } / „ \ I / �. 1000 woo, \/ j / ^ g�oa •;" i 9, �\ - - �f �� zoo - - - - - _ - - - - � I � I � - L / a� I I ( / w\ I LOT 5 � I I I � LOT 6 I N LOT 9 9'sl � N\ /I \ \ /I / ( H d- FG=95.62 ^ \ H rn I SOFT \\LOT 13 FG=94.70 - I I W I °' �, TF-96.29 I 19�9 i FG=94.46 \\\ I o7 ( I , / l _ `' / I G4 I � W - I I � � I FG=93.43 GOLD PARK o� s TF=95.13 P/TT, ✓EAA1 J sz TF=95.37 I � 9s �� I I �1 I 11 6 26 _ I s I _ '� �h � ��' I ;ti. TF=94.10 9 J 1 - - 2 - - - - J \ ` EXISTING DRAINAGE \ 90. 20 to _ _ _ _ \ I O L \ ` I SWALE TO REMAIN y w - - - - - ^y - - - - - _ W - - -g2s3- -89.5T - - I I UNDISTURBED \ I 0 w W I I Q CA) � i I I LOT7 9�os�- s s8�s I I I I HICKORY z g,. \\ w p w LOT 4 FG=96.17 9ss� I T I ~ J ass I I ) ® KEYMAP PROPOSED LL I LOT 10 I I AREA INLET LOT 12 \\I\ I Q = TF=96.84 \\� I I I FG=94.65 I W \\ Q I �� I h i /� I N� � o° 13 oa._t c TF=95.32 r:z12 2 w = 2 T.- - 1 I FG=94.84�� I I in � I 1 I � I � p \ "' I FG=93.33 � I 1 �, �, � � N � �w 9� s ; 11 I , \ p y \ / LEGEND: \ gg. 9 Q �' y. ^. 6 c N w o m I �5 8B I I s l l L BLOCK 6 - - s I - - BLOCK 6 h l TF=94.00 00 / o 21oTF=95.51 H � � � �Zp ~ - I - - - - II I I L\ EXISTING STORM SEWER >z . z N _ I \ \ v o U n c U bq U p � - - - - �s, I g I oo�" Iw I gag. - - - - - - - � �o`bo I Q AB: it I \ 1 PROPOSED STORM SEWER 1 92 00 - c I cn c 9a� � Q I I w �i w 1 /� w� - -g2 60- -89.3q I ��I �E I g3 LOT 3 I I TRACT D Q N ws r: \ / a) - � 2 I 05 I wl LU �, w I - - 8 I I \ _ = Yoe - c � PROPOSED STORM INLET a) - c n a _ FG-96.22 a w I LOT 8 o1 1 I LOT 11 R I 0 c� a o a) c� Eb - w �\- N = U -o - \ I 5T I I TF=96.89 I ~ I d °' I H I I I I COON RETEE TRAIL l� `\ I \ ~ w a) w c w w a q I I FG=94.43 I J`l I \ PROPOSED CONTOUR 95 o o m c I o Row' s I� JIB I TF=95.10 I� �- 1 57' FG=93.10 `3o I I o��, EXISTING CONTOUR - - - -5013- - LOT 11 9 A 9s I z �� �, ^ C TF=93.77 I I \ \ G 8 \ I - / I I 9?8 TF=95.51 s0' L - - - - co \ \9335- - - - J g ROWS \ L\ I I �( \ I ` PROPOSED SWALE 8 - - - - - - I 9 ! _ CO - 38 -89. PROPOSED GRADE BREAK ------------------- o i ux °1 ��I 1- QI LOT _A s o, �� Iw 9s8 \�\ r _ \ \ g _ _ i I �`� I \\ LOT 9 } \\ \ 8y r- I PROPOSED CURB&GUTTER �� STORM DRAIN A 92.z 31 w _ �I \ \ �� \ a:� 3. FG 96.05 \\ �{ PROPOSED \ 9 p J '` I 498 I PROPERTY BOUNDARY - - c o n LOT 12 (0 I � 4'CONCRETE PAN " \ LO TF=96.72 I _ p i 9 /- I EXISTING LOT LINE - - - - E SEE SHEET ST1 / m cu I 30' pg � \ aoX Cn q �`FG-94.18 6, -� N FG=92.88 71 w/6"CURBS \ \ N- CG) fig" '9 9 �`' TF=94.85 �� ° 9 I� I EXISTING RIGHT OF WAY - - o o_ i 1 9 s b 1 TF=93.55 01 00 N z FUTURE CITY OF FORT COLLINS 4 LOT 1 Q FG=94.67 1 I I I _ _ _ _ _ 93.91 _ I - _ 91.34 L - - I / / I \ \ PROPOSED LOT LINE c PARKS DEPT. IRRIGATION LINE I I �'+ 9? TF=95.34 I I I - - o� - - - - _ - I \ a I r - -g2.9o� -8g.g3 - - a / I I \ \ (TO BE DESIGNED BY OTHERS) I �p I I S \\ o \ PROPOSED RIGHT OF WAY 0 90. - \ \ a �o0 1 I. 5 / I I I \ \ \ 33 A3 o 1190.10 _ _ _ _ _ I I I LOT"I I I I I I � LOT 10 \\ \ �,s \ 20'IRRIGATION EASEMENT sy g�45 g3.25 Zg5 � \�, I I 01 I LOT 13 �VJ I I \ / PROPOSED SPOT ELEVATION �� Cn z FG=95.46 \ o, I-- I�rn�IN °� I I \ / Al G5} FOR FUTURE CITY OF FORT COLLINS � I � FG=93.60 � FG=92.60 N. n ao � I \ EXISTING SPOT ELEVATION � PARKS DEPT. IRRIGATION LINE I �- �o�$ \ a6 ' s ° I \ z G \ LOT 9 gti. ?� TF=96.13 9 9�, TF=94.27 \ o� \ TF=93.27 I � wl C� \\ I� s - - - - - ti 9r L _ - - J g I a8 \ a w I FG=94.251�� °' I I - - - L 00 f Y l _ I I \ I / PROPOSED SLOPES } I n M 92.82 h - - - - - 91.06 91.78 _ / I I \I o PROPOSED I N TF=94.92 \` o, \ g \/ s \ - as - - N o Q \ ti ti I 9q 1.5% AREA INLET w I \ I ti I \ 9'UTILITY EASEMENT °? o° as / o �� CD PROPOSED °cp9 s°I'I I 11 / I - / < r` 5'SIDEWALK y 9 / I o v I I \ PROPOSED CONCRETE \I� W ,o 3AL \ r� s LANDSCAPE WALL ` 1� cn I LLC Iy� ICI �� 90-8o e \\ \ ° - - ---- - I 1- --- � A \ w / I _ -_L/ \ PEREZ DANIEL A. CROSS PAN(TYP.) \ \ \ \ - f LOT 14 FG 92.28 / \ \ 1 so.� 9fl s.=I I LOT TYPE OA w 5T _ \\ \ s 1 a / L TF=92.95 sa. - [, I / .-� / Ld _ 30'1 as.s2 \ \\ \� ss -ROW,,ss -SAINT GRACE STREET-$"ss ��-� s"ss PROPOSE D - - i I - / I /I \ I I ss \ \ 1 CIO 4'SIDEWALK 90 �° 1 s s I I - PROPOSED CONCRETE REPAVING i z 1 ?I \ G \ \ \ - _ CULVERT ra 1 �� - I I / \ i 90.93 FG=94.19 a� �9 a� Bo 55 ��� 1 \ , I- < N o a 9 2 9� 9^' 9�' 91 \ 90 9 �\u' 1 t. cv F \ I I \ TF=94.86 a1 a _ 5'SIDEWALK g gg 63 0 �60 / o gg ---------==L� -- - -� ---- - LOT 8---- 1 eo 9p�� 8 PROPOSED a81 0`'� �9'UTILITY EASEMENT \ 92 1 - 8 FOREBAY6 ? 1 I 93 - - - �\ , 8 s p r1� c_:_ NOTES: 1 6• \ 1 4 1 PROPOSED \ / - - f- - '� 1 26 ��s� � l A �s i / I 1 FOREBAY 9gti N 9 _92-_' �s / 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE - a LOT7 i � � I I \ I ,� L - - _ �� 1 � ��r I � \\ T� - - - T __ - - � Y 1 / I APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE w o PROPOSED a`Do R � i o \\ I s I PROPOSED $ 1 I 1 ( \ \\ RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL N RAIN GARDEN A \ 8 LOT 5 LOT 4 �° w �� I 0 Q C �'�s 9 1 LOT 6 LOT 3 LANDSCAPE I y �� Q s L , 1 I \ UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING \ w z c BIOMEDIA AREA I 85 \� ,/ 1 FG=94.01 \ WALL oa L� \yg I \ / _ NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING F-\ Q II m a SEE SHEET G4 I °W 08 \ 1 \ \\ ' LOT 1 �' W W 8Q I'µ I / I\ ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL Q r- v. �p \ / 1 TF=94.68 \ \ � � - y I I UNKNOWN UNDERGROUND UTILITIES. N Q FOR GRADING DETAIL I � I I W a6.61 1 0 \ �VJ � G ry � � L LOT 2 I q� ° 7 .� r 1 + - � � I a5 FG=93.36 FG=93.10 FG=92.85 " Q e3 W W 8� / °8 FG=93.73 FG=92.18 1 8 I / \ i 2. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES,EASEMENTS, LOT DIMENSIONS, RG A UNDERDRAIN ss.58\ 1 - TF=94.03 TF=93.77 TF=93.52 FG=92.51 W J 8 TF=94.40 TF=92.85 W W STORM DRAIN B \ / UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. c c SEE SHEET U2 y �5p� Co cA� 88 \ \ ore \ \ 90 TF=93.18 I 863g W W 1 SEE SHEET ST2 EXISTING 20' d W W . s ;a 89 ey-89-^ \ \E y W V / I cn 3. ALL PROJECT DATA IS ON VERTICAL DATUM;NAVD88. SEE COVER SHEET FOR N w a� c �\ l �s\\°,`' Asc. �' g s8 I i BENCHMARK REFERENCES. Ld o z o z rn DRAINAGE EASEMENT b y \ 9 s o w \ \ I h W \\ i b \ ° © sr �° s W W �` I I STORM DRAIN B �\ / 1 a �� co W W I I I SEE SHEET ST2 - \ \ _ \ 4. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE o m o c� z l \ FINISHED GRADE ELEVATIONS. 6'UTILITY EASEMENT 8 _ $$�3 W - 1 I PROPOSED 10' N \\ / J FUTURE CITY OF FORT COLLINS - - W 4s 1 I 5. LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH - g - _ CONCRETE TRAIL \ PARKS DEPT. IRRIGATION LINE I 8q�8 8 87 ` - - - 87 y W �� 1 I I I \ I \, J I / \ DIMENSIONS AS SHOWN HEREON.SHOULD BUILDING FOOTPRINT CHANGE, - (TO BE DESIGNED BY OTHERS) 87 W W W y W 1 a 1 I I I \ l - GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL It 1 8 86 86 S 1 1 I \ / - MINIMUM OPENINGS SHALL BE A MINIMUM OF 18"ABOVE FRONT LOT ELEVATIONS I 30'IRRIGATION EASEMENT I ( \ AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING _FOR FUTURE CITY OF FORT COLLINS 25 1 vs 8s ss \ 1 s39 Ss y y y y W �s RG B UNDERDRAIN v \ CODE REQUIREMENTS. PARKS DEPT. IRRIGATION LINE i 85-85 °? rs 2s f 86.8s v" y y / / ° ^ SEE SHEET U2 \ 85 1 ��� � W W y . y / 1 / , i \ \ 6. ALL HOMES WILL REQUIRE GRINDER PUMP FOR BASEMENT SANITARY SEWER TRACT A 1 f SERVICE. 1 / II 1 DE,UE,AE L1-------- ------- ---� - . 1\ 85 1 I I \ \ - 7. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS 'i PROPOSED DETENTION POND - ^° 1 m / 86 / I I I / DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS 77 PROPOSED 2' - ��'� 1 / PROPOSED I EXISTING DRAINAGE / \ / I \ CONCRETE PAN DETENTION POND `� 1 \ - - / g6 /� RAIN GARDEN B I I X SWALE TO REMAIN / \ PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING a // 1 a DEPTH GAUGE - 1 05% 0.5% _ / BIOMEDIA AREA i - - THE USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, / UNDISTURBED \ / I 'sy o 0.5°/° - PROPOSED 2' 1 ti y - SEE SHEET G4 �/� \ DATES OF CONSTRUCTION, DETAILS RESTORATION PLANS,ETC. g712g \� PROPOSED POND - - CONCRETE PAN ��''/ FOR GRADING DETAIL OUTLET STRUCTURE - - / / 6584�1 - --- -----53 -------- 6� / I / I \�/ SWALE SECTIONS h I \ � _ - ----------------- / IlL f II z -\ STORM DRAIN C 1ry o/ 82as /a5 8 8s9� m 882 9g 7g 6 S� a s I \ G SEE SHEET ST2 N do 85 °�� -�°s _ -_/ � �1 \� MIN. TW (FT) G 0 1 e �/ \ ^\ 8 6sO o \ a�5 \ LL 0 ; s� 87 s� ^ govl - \ \ s( = 1 MIN, D 12 LL ---- i__ -- ' J �. J _ s 86 0 QD F 11 7 /� - - ----- ------- _ - - - - - - " _ EMERGENCY o - - `X' I ---- --- \' OVERFLOW EXISTING 10' --- ---------- --- -o - 8 �h- ------------ \\ �\ N \ �y°'0v0� I I WEIR UTILITY EASEMENT - - - ' / C 1 �8s�o $ i $A \ \ \ N o \ MIN: BW (FT) s \ m RIPRAPPAD \ I III II ��°* I/ � i-- ` i - - /� � 1t 4- BURIED X Ys X \ \ X �h�� x \\ \ SEE SHEET XX I I I I \ \ 11 16h1 11 I '� / - o SWALE SUMMARY TABLE (n:1) Q Q 1.33 o F � i \\ / �� �I �� �,'``� \ \ N. s� � � \` � �. SWALE ID MIND MIN TW Al -Al 0.71 38.39 25.0 1 13.0 8.68 11.54 N PROPOSED I / _ _�_,\ \ \ X ' ". s \ \ w s 30'DRAINAGE I III 1 I I I l / /i`- T \\ \ - - - // \ \ / A2-A2 1.57 42.46 18.0 4.0 5.0 47.20 62.78 '1� z w EASEMENT I I I I I\ / ( / �� \ - - - - " A3-A3 0.77 122.09 7.0 4.0 200.0 14.66 19.50 v I I I / ,/ �,\ \ \ \ + + \ \ / I I I I I ��\ \ \\ _ , , - - -\ DOG PARK �} 94983- -4982 I / ' MATCH LINE - SEE SHEET I o � IIDu CALL UTILITY NOTIFICATION CENTER OF N COLORADO s m co co ` a n W w z a z J Sheet z Know whars below. Call before you dig. G 2 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 26 of 60 ONDING DEPTH MUST STANDARD CROSS-SECTION NDSCAPINGTO BE NOTES: INSTALLED PER 1. CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR NOT EXCEED FLOWLINE MAXIMUM ALLOWABLE CONSTRUCTION SPECIFICATIONS. ELEVATION OF ADJACENT APPROVED pONDING DEPTH IS 12" 'ER FLOW GUTTER LANDSCAPING PLAN 2. PRE-CONSTRUCTION 8" MIN DEPTH THICKENED FROM THE TOP OF THE RISER OPTION 2.1. CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING 1 CURB ADJACENT TO , / MULC (AS PER PLAN) INFILTRATION RATES. VEHICULAR PAVEMENT I 2.2. CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING / CONSTRUCTION INSPECTION CHECKLISTS". 1 3. DURING CONSTRUCTION: 3.1. CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION \ / BASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS. / s 00� /\/ / \/ �/ �/ 3.2. LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA. N I \ \ \ 4 MAX / ,\ %\\/\\/\\ \ \ \ \ / ��\\�� I ��\/��\/� �/� 1 12"IMAXI� 111 /�j 3.3. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, PROPOSED RIPRAP/RIVER ROCK \ \\ \\ \\ \\/ \ y I I I 1 LAT AREA - SEE DESIGN \\ DEBRIS AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM. 1 \\ \\ \\ \\ \\ \\ RUNDOWN OR SCOUR \ \ \ \ \ '1 FLAT \ PLANS FOR EXTENTS OF �\ / // TO BE NO HIGHER THAN THE / / / / / 4. GEOTEXTILE LINERS: I \ / / / / / / / / / FLOWLINE OF NOTCH FLOWLINE OF NOTCH PROTECTION NEEDED /�\/�\/�\/�\/�'' I I �% \�\BIORETENTION FLAT /\ 4.1. WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONGA \\\\\\\\\\\\\\\\\\\\\\\\\\\\ ON STEEP SLOPE \ \\ \\ \\ \ 6"-12" \ \ \ SURFACES i \ PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL / / / / 4.2. WHERE USED,GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND / / / / / / / / / / / ' TYPE L RIPRAP OR 12"CURB HEIGHT C , \ / j / \/ RIVER ROCK PER O FOREBAY IS REQUIRED TO \/\/ \/\/\/ \ n EOTEXTILE \/\/\/\ RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ p \/\\/ \/\\/\\ \ \ 18 MIN \ \ \ MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. n / / / / / / / / / / / / / PLANS DIRECTION OF FLOW BE PLACED AT ALL INFLOW /\�\ / FABRIC OR LINER \�\�\/ 18 MIN �j �j �j 30" MIN / / / / 4.3. WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY \ \ \ \ \ \ \ \ \ \ \ \ \' LOCATIONS; WITH A 18 MIN DEPTH OF .. % \ (AS PER PLAN) \/\/\/� " \ \\ \\ \\ \\ \\ \\ \\/\\/\\/\\!\\/\\/\ RAIN GARDEN 6•0" PIPE OR RUNDOWN N MINIMUM 6-INCH DRO / 4 \/ \/ \/ \/ POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE OR PER ANUF APPLICATIONS. ADJACENT STRIPS OF 30 MIN �j/ -' FINISH GROUND \ BIORETENTION SAND \; „ \ \ \ \ \ \ \ /\ \ IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18",OR PER MANUFACTURER'S SPECIFICATION. 11 \ \O a FOR MINIMAL FORE BAYS MEDIA /X, /� / - a < . AND LARGE FOREBAYS \\ �,\ \ �,\ \ ,\ 1 \\-\\\ \ \\ \NATIVE SOIL �\\ \\ \\ 4.4. WHERE USED,CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW 4 //\/\/\//\ / SHOULD BE 12-INCH DEEP ' 4" MIN DEPTH OF \ \� ��\�\� FOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER. ' / \i" /� 2�� UNDERDRAIN @ x x x x x x x x x �`�\/\\/\\/\\�� `/ ZONE / \ DIAPHRAGM AGGREGAT \�\/ \� \i \i \� \/ \�\ 5. AGGREGATES AND BSM: O.SOO/O MIN SLOPE x x x x x x x x x /\\/\\/\ \\/\ /\\/ \ \ \ \ \ 5.1. ALL AGGREGATES SHALL BE ANGULAR,CRUSHED,WASHED ROCK,CLEAN OF DEBRIS AND WITH NO MORE THAN \ \ \ \// \/\//\ 8" MIN DEPTH OF / " MIN DIAMETER \/ \ \� 1%FINES. DAYLIGHT ELEVATI \ \//\//\ SECTION A-A 8 MIN, 2 MIN / AND TH X x x / / / \\/\/\ \/\ PERFORATED PVC \ \/\/\/\ \\/\\ COMPACTED \ RESERVOIR AGGREGAT \ \ \ \ \ \ 5.2. RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR#67. TYPICAL UPTURNED UNDERDRAIN MUS / �� \x \� \�\�\ UNDERDRAIN / `\�\ '\'\/ 8 MIN, BIORETENTION BE BELOW THE LIMITS OF RAIN GARDEN NATIVE SOIL / / / / / / 5.3. DIAPHRAGM AGGREGATE SHALL BE"PEA GRAVEL",WITH GRADATION ASTM#8, #89 OR#9. ELBOW \�\ OR SAND FILTER BIOSAND MEDIA OF BIOMEDIA SOIL C 5.4. THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUND O O\O O\O\O O\O\O WALLED CROSS-SECTION OVER PLATE 6. UNDERDRAIN: AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/ CROSS-SECTION THE LID FEATURE o 0 0 0 0 0 0 0 0 6.1. UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED.PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT FALL INTO OR NOTES: 0 SIDEWALK CHASE CLOG THE OPENINGS, TYPE L RIPRAP OR 0 6.2. DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK, 1. CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR RIVER ROCK PER PONDING D MUST PLANS CONSTRUCTION SPECIFICATIONS. o — 36 MIN 6.3. UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE,INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY.THE UNDERDRAIN OVERFLOW RI NOT EX FLOWLINE TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE,TYPES,AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THE BIORETENTION CELL AND o PROPOSED RIPRAP/RIVER w > .2 w E OPTION AS PER PLAN BASIN WIDTH ELE N OF ADJACENT ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY. 2. THIS DETAIL SHALL BE USED IN CONJUNCTION WITH DETAIL D-53 OR D-54. PLEASE REFER TO RAIN E - N _ GARDEN/SAND FILTER DETAIL FOR THE BIOMEDIA STRUCTURE. ROCK TO BE NO HIGHER 2 ER 7. OVERFLOW INLET: A N m o o THAN FLOWLINE OF NOTCH. A - o a) m o n o. f, 7.1. A 100-YEAR OVERFLOW SPILLWAY OR INLET MUST BE PROVIDED. 2 :o Z L c E Z N 7.1.1. ALL OVERFLOW INLETS SHALL BE CAPPED WITH A DOME-SHAPED GRATE,OR PER PLAN. 3. THIS OPTION IS ONLY FOR USE WITH SYSTEMS THAT DO NOT HAVE AN IMPERMEABLE LINER. O on - rn s on MAXIMUM ALLOWABLE / a�� _ , 0 1"NOTCH � � Q o4a � -o c a d PONDING DEPTH IS 12" j 8" 7.2. IN ALL CASES,AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS (THIS MAY BE COINCIDENT WITH THE 100 YEAR c c o '- c aa) o FROM THE SURFACE OF OVERFLOW SPILLWAY), - U -O THE MULC ���'�w��t�yyyy I 8. CLEANOUTS: PIPE OR RUNDOWN a 5 �° a) w °p / 1\�LI�iVl I 8.1. PROVIDE CLEANOUTS(AS PER PLAN)TO ALLOW INSPECTION(BY CAMERA)OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION. z DIRECTION OF FLOW ~ w 6 w /� 1 1111 8.2. CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 900 AND EVERY 100'ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE APPROVED o(n \/ I PLANS. <w ¢ PROPOSED RIPRAP/RIVER ROCK REINFORCED �j\ CR O- TO BE NO HIGHER THAN THE 18" MIN DEPTH OF 8" MIN DEPTH 8.3. CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS, AS Q LU CONCRETE WALLS (AS �\ a BIORETENTION SAND MEDIA THICKENED CURB REQUIRED. �> � FLOWLINE OF NOTCH PER PLAN 18" MIN 30" M 9. FOREBAY: [ 6"TYP. " ADJACENT TO 9.1. THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES. IN DEPTH OF VEHICULAR 10. LANDSCAPE MATERIALS Eb c o D AGM AGGREGATE PAVEMENTS 10.1. CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN.IF MULCH IS PLACED IN THE BIORETENTION BASIN,IT MUST BE NON-FLOATABLE. O " 4" 10.2. IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN,THE MAXIMUM ALLOWABLE WATER DEPTH OF 12"AND REQUIRED BASIN VOLUME MUST BE MEASURED FROM THE O O O o 0 o — \� I TOP SURFACE OF THE MULCH OR COBBLE. C VARIES o 0 \�\� � 10.3. ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE PREFERRED FOR 8" MIN DEP O O O(SEE PLAN). j\\�\ RESERVOIR AG TE BIORETENTION BASINS. /\//\/ 10.4. LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN. O �� 10.5. TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN. NOTE: z ', 1. SEE GRADING PLAN FOR ELEVATIONS AND / /2„ MIN / MIN DIAMETER / SLOPES. �• PERFORATED PVC PLAN VIEW W w UNDERDRAIN BIORETENTION BIORETENTION - UPTURNED ELBOW OUTFALL 0 0 APPROVED: APPROVED: O Cityof CITY OF FORT COLLINS STORMWATER DETAIL �ckyof CITY OF FORT COLLINS STORMWATER DETAIL Fort Collins UTILITIES DATE REVISED: F Y-1 Collins UTILITIES DATE REVISED: P.O. BOX 580 CONSTRUCTION JULY 2022 �� VVc « P.O. BOX 580 CONSTRUCTION DECEMBER 2018 W FORT(OC 0LU221 8700 0522 DETAILS sAA D-5 3 ~�� FORT`9 0�21 8700 0522 D-5 3 A DETAILS HEM } w Uj Uj 700 BIORETENTION 701 BIORETENTION - UPTURNED ELBOW OUTFALL 702 CONCRETE FOREBAY D7 NOT TO SCALE D7 NOT TO SCALE D7 NOT TO SCALE 00 z J J O N U N� O O Ol L� WO N Q V \ LLJ Z c Q O Lij\ ¢a �a Q n U\ 0 O co Z o-Q tb F-N m w N N Ole (n0 QO a 0) 00 00 30"INVERT IN =4985.13 24"RING&COVER FINISHED GRADE WEIR=4986.45 O J o WEIR=4986.65 m 0 A A® $, OUT 4985.13 0 36"INVERT IN 36"INVERT OUT Li =4985.163 36"INVERT OUT =4985.11 =4985.11 co 0 8"OUT N N =4985.13 O N POURED CONCRETE a <. .. o A* J . BASE ° _A �•y a .. F t r G LU Q Z } J 0 O 13 Q W 9 s .o PLAN VIEW m 3 a CALL UTILITY NOTIFICATION CENTER OF s o COLORADO i x n W W 703 STORM MANHOLE A2 WITH WEIR Q J W D7 NOT TO SCALE Sheet LL X Z ij Know what's below. D 7 Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF 51 of 60 UNDERGROUND MEMBER UTILITIES. a� NORTH ° owl 80 0 80 160 240 Feet (IN FEET) A C) 1 inch= 80 ft. WEST WILLOX LANE EXISTING NCWA WATERLINE I TO BE PROTECTED IN PLACE L PROPOSED4' WILLOX WATER LINE MATCH LINE - SEE THIS SHEET PROPOSED SIDEWALK CULVERT UNDERGROUND SEE SHEET WT1 ■ _�� ■�� ■,�_ ■ ■ ■ ■ ■ ■\\■ ■ ■ ■ ■ - I m e F EXISTING 10'MOUNTAIN STATES ELECTRIC /� I �� �\ ✓�� \�� \\ U2 ui r 100'UNION PACIFIC \\ �" �� _ UTILITY EASEMENT - _ RAILROAD ROW ; DOG PARK \\ o O \\ Ln x I I � O OH OHS OHS OH — O I � \ � \ � -� `�- WEST WIL OX LANE F — Fa- I �� ', x r- I PROPOSED - — \ — I � / � 3� / SLEEVES FOR — _ / IRRIGATION K F F FIRE HYDRANT r' � W I \ � / - OF / __-- --- -- - --- 11 _ _ _ - I / A. v III _ 18'UTILITY EASEMENTf x I \ i + EXISTING 6'CITY OF - - WATER LINE B 1 — — — — — — — — — — ------------------ r' +�� 1 SOFT PROPOSED 2' 24"STEEL CASING CONNECT TO EXISTING x FORT COLLINS EASEMENT SEE SHEET WT3-WT4 I I GOLD PARK F- I PROPOSED \ CONCRETE PAN TO BE BORED UNDER 12"DIP WATER LINE \ �\ 1 I U4 EXISTING 30' I W UNION PACIFIC ROW \ I NCWA EASEMENT W FIRE HYDRANT I EXISTING FH I '� / I I I I I � - - T - WILLOX EAST STORM DRAIN f \`- PROPOSED UNDERGROUND I \ � I ELECTRIC(TYP.) I H I o WILLOX STORM DRAIN W �\ I SEE SHEET ST4 EXISTING 60" \ I 1 I 1 - Z I I I 1 PROPOSED 30' HICKORY SEE SHEET ST3 BLOCK 1 GREELEY WATER W I I i ACKELSON CONN/E A. 603 \ DRAINAGE EASEMENT x KEYMAP KAFKA, AMY W LOT 1 LOT 2 I W WILLOX LANE, CONNECT TO I 0 I ®NTS TRACT B I I LOT 3 I EXISTING 12"DIP \ I I f _ 2 w SANITARY LINE A4 n E L - N T� N W 1 I I LOT4 WATERLINE � ! — J -/- I,�� _ LEGEND. E �, � � ;''.on.N o 20'IRRIGATION EASEMENT DE , I SEE SHEET SS2 2 - - V O N 2 r U FOR FUTURE CITY OF FORT COLLINS f I _ — 16"STEEL CASING TO a o PARKS DEPT. IRRIGATION LINE I LOT 5 , WATER LINE A SLEEVES FOR I I r T \ BE BORED UNDER \ IRRIGATION �z N o z Z — SEE SHEET WT2 UNION PACIFIC ROW i a U --.1 PROPOSED WATER MAIN SPINT JOSEPH ST E1rT � I EXISTING WATER MAIN PROPOSED SANITARY SEWER � Q — EXISTING 6'CITY OF > I J '" o '� `_ o ai C U - C WATER LINED (n — \ I FORT COLLINS EASEMENT i f " c� W o O co — � I � BICYCLE COURSE SLEEVES FOR I SEE SHEET WT6 \ I a" o °0 0 _ °p i EXISTING SANITARY SEWER SS � IRRIGATION I 1� � w m � c6 w PROPOSED 2-2' PROPOSED 1.5" - - SIDEWALK CHASES � EXISTING \ PROPOSED 7'x4' I PROPOSED SEWER SERVICE S IRRIGATION I PROPOSED 2' - ELECTRIC VAULT PROPOSED WATER SERVICE W SIDEWALK CHASE \ SANITARY — — — METER LOT 8 / SEWER I — — — ;_= I \ \ f SOFT GOLD PARK x Q W PROPOSED FIRE HYDRANT o� TRACT C / MANHOLE u U x DE \ \ J W W EXISTING FIRE HYDRANT O9� \ I Z PROPOSED STORM SEWER =o PROPOSED 4' I LOT 6 s I _ CONCRETE PAN I 1 I LOT 7 PROPOSED \ - `/ - I I I � I � �w EXISTING STORM SEWER E— w/7"CURBS I _ _ _ _ \ / W O EXISTING TELEPHONE T w _ _ _ _ FIRE HYDRANT _ � � 00 ,,, � � W U EXISTING GAS G III I I LOT 6 I `\ LOT 9 LOT 1 _ PROPOSED a' x = III � - LOT 5 I 1 1 PROPOSED 4' 1 I EXISTING CABLE CTV af CONCRETE PAN z SIDEWALK CULVERT 1 1 1 - - ' '1 ', w/6"CURBS \\ j I I PROPOSED ELECTRIC Coo) a z 30'IRRIGATION EASEMENT I 1 LOT 5 I LOT 10 w ( LOT 2 �1 �� I PROPOSED CURB &GUTTER FOR FUTURE CITY OF FORT COLLINS I I I - 1 I'� PARKS DEPT. IRRIGATION LINE I LOT 4 I w I SANITARY LINE A7 , - ,1 \ N SANITARY LINE A '' SLEEVES FOR f PROPERTY BOUNDARY `!' d� IRRIGATION r I ~ - 1 SEE SHEET SS4 SEE SHEET SS1 x W w I LOT 11 0 I PROPOSED LOT LINE LOT 4 1 _ 1 — — LOT 3 r 0 1 I I EXISTING LOT LINE o BLOCK I 1 / ' ' 1 1 ( \ / �_ I PROPOSED ROW FUTURE CITY OF FORT COLLINS I I I LOT 3 I 4�4 I EXISTING ROW — — a PARKS DEPT. IRRIGATION LINE 1 1 I I 1 ' LOT 12 {3 W TO BE DESIGNED BY OTHERS PROPOSED I I I LOT 3 1. 1 LOT 4 d I,I I EASEMENT LINE ( ) FIRE HYDRANT _ I 1 - w ti _ 'I BLOCK 5 , _ 1 I - _ , PEREZ DANIEL A. 400 HICKORY STREET 149 I x PROPOSED EDGE OF ASPHALT Uj w 11 1 1 LOT 2 I 1 I LOT 2 1 l LOT 13 I I I bbl 1 I EXISTING EDGE OF ASPHALT LOT 5 I I EXISTING GAS METER �, SANITARY LINE A - - - - - _ _ WATER LINE B 1 STORM DRAIN I _ Lo SEE SHEET SS1 SEE SHEET WT3-WT4 - - - - r SEE SHEET U3 I EXISTING WATER METER ® v I �_ PROPOSED STORM INLET ® N PROPOSED ` III LOT 1 I I LOT 1 LOT 14 `� I LOT 6 }� PROPOSED STREET LIGHT �# FIRE HYDRANT— I �� - - I I{ I I o PROPOSED 2' I - - - - x — — I � I EXISTING TELEPHONE PEDESTAL T CONCRETE PAN / I AAi \ I EXISTING MAIL BOX F WATER STUB — LOT T — — . . Io: 9'UTILITY EASEMENT O MOLLER TREE I , BASEBALL DIAMOND 12 12"SS "S - - - - STOP SIGN w/STREET NAMES A � SANITARY SEWER STUB — — .E. — . . . — . — . BLOCK 2 N O Q - Q SIGN w/STREET NAMES B \ w 00 z c - - - - 1 I LOT 8 1 V } _ I a�1 x t SPEED LIMIT 25 O Q <wII a - - - - - - I - - - �I j/ © 1 - - PROPOSED TEST STATION L I STOP SIGN w/STREET NAMES, NO OUTLET N^ Q it I I I PROPOSED I FIRE HYDRANT I 00 I I //` 0 aal aal a III LOT 13 I I FIRE HYDRANT 1 1 1 1 I I - -LOT 9- - COFC CATHODIC PROTECTION/ BASKETBALL COURTS 1,__,. I �1 + LOT 5 LOT 6 a NOTES. m w W 1 EXISTING `+' � �',� 1 BLOCK 6 W I PROJECT EASEMENT \ RE MS r I N o m PITT, JEAN i I LOT 4 LOT 7 I I (WIDTH VARIES) \ II LOT 12 I I I I I I LOT 10 I \ 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE of I (/� I APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE O V) Q STORM DRAIN A I _ _ - - - - —h - - I— - - - - +1 � 1 \ � I RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL �rn o m o m SEE SHEET ST1 i�LOT 11 I LOT 3 TRACT D LOT 8 `�� \ \ Qj x UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW II WATER LINE C I I DE a� I LOT 11 \ - ^ l CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL 11 UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN t SEE SHEET WT5 - - I - - - - m I I - - - - 4 \ EXISTING /"� �' UNDERGROUND UTILITIES. LOT 2 1 1 LOT 9 I 1 z I LOT 12 \\ s PLAYGROUND - 1 2. ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES 20'IRRIGATION EASEMENT I I LOT 10 I I I I _ I \ 0 WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO FOR FUTURE CITY OF FORT COLLINS - - _ _ _ \ \ - MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS PARKS DEPT. IRRIGATION LINE - - - 1 \ �_ n _9 1 SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL C11LOT 1 LOT 10 `� 1 1 1 LOT 13 \\ \ EXISTING GAZEBO r DEFLECTIONS. I I �� - -PROPOSED I — I I —\ O - I 1 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE GBP LLC 1 LOT 9 I 1 l FIRE HYDRANT — I - - - - 1 \ I NOT TO SCALE. I \ � — — / LOT 14 I ~- WOOD \UCK \ 0 14. ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5'AND MAXIMUM OF 5.5'WATER LINE _> COVER FROM FINISHED GRADE TO TOP OF PIPE. \ \ AINT GRACE STREET— I �� \ POND \ \ PARKING LOT I \ LOT 8 - - \ REMOVABLE BOLLARDS(TYP.) t� PEREZDAN/EL A. \ \ \ \ 5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS \ / I SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND j SANITARY LINE A6 -_ _ - - _ _ a -, 400 HICKORY STREET 149 \ ARE SUBJECT TO CHANGE IN THE FIELD. _ COFC CATHODIC PROTECTION I n PROPOSED 1 SEE SHEET SS3 WATER LINE C ems' \ TEST STATION ON CONCRETE PAD 4 EXISTING 8" I CONNECT �+ FOREBAY I \ / STORM PIPES 6. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL PROPOSED I \� BLOCK 3 SEE SHEET WT5 \ \ I ELECTRIC TO SANITARY SEWER MAINS,WATER MAINS&SERVICES. C m N RG A UNDERDRAIN I PROPOSED4' \\ \ c LOT 7 LOT 4 SIDEWALK CULVERT EXISTING 6'UTILITY EASEMENT \ EXISTING BOX SEE SHEET U2 I ^ / LOT 6 LOT 5 * 7. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT DIMENSIONS, /'�/ LOT 3 LOT 2 I LOT 1 1 REC. NO. 112202,BOOK 1638 PAGE 616 X_' UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. ry PROPOSED — — I STORM DRAIN B - -- - - - - - - _ _ _ _ _ \ I Q EXISTING 20'PRIVATE FOREBAY .' I SEE SHEET ST2 \ - - - - �� - — _ _ — \_ _ —_ _ �1 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED E o DRAINAGE EASEMENT — — - __ __�_- -- 40'ROW \ IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL I I REC. NO. 112202 BOOK 1638 PAGE 616 REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR RAIN GARDEN A PROPOSED 2' • • _ _ _ _� _ _ _ � LCKORY STREET STANDARDS. X 30'IRRIGATION EASEMENT I BIOMEDIA AREA CONCRETE PAN o X FOR FUTURE CITY OF FORT COLLINS TRACT A "D' ' ' / EXISTING 36"WATER LINE N PARKS DEPT. IRRIGATION LINE SS 9. ALL MANHOLE RIM ELEVATIONS(EXISTING&PROPOSED)ARE TO BE ADJUSTED TO/4 s i PROPOSED 2' DE,UE,AE (ANHEUSER-BUSCH) BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO � I CONCRETE PAN PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. J APPROXIMATE LOCATION J I \ — RG B UNDERDRAIN EXISTING 24"WATER LINE I EXISTING 10. ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS. o J FUTURE CITY OF FORT COLLINS I PROPOSED DETENTION POND � PARKS DEPT. IRRIGATION LINE SEE SHEET U2 (ELCO) II I I I FIRE HYDRANT Q N (TO BE DESIGNED BY OTHERS) I PROPOSED POND EXISTING 10' RAIN GARDEN B I I 1111. ALL HOMES WILL REQUIRE GRINDER PUMP FOR BASEMENT SANITARY SEWER o S I OUTLET STRUCTURE UTILITY EASEMENT BIOMEDIA AREA EXISTING II i i i STORM DRAIN SERVICE. 12. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS W o m - I I II I I DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS g � EMERGENCY / .- --- X I I PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE OVERFLOW _ I II USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES 3 a WEIR i X I HANSON WILLIAM OF CONSTRUCTION, DETAILS RESTORATION PLANS, ETC. _ STORM DRAIN C _ + \\ I 1 1111 I it A/MERIAMP oI o x I //� SEE SHEET ST2 + \\ x III MATCH LINE - SEE THIS SHEET � u CALL UTILITY NOTIFICATION CENTER OF a COLORADO s m co n a n W w z a z J X Sheet z Know what's below. Call before you dig. oul CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 5 of 60 a� NORTH ° owl 40 0 40 80 120 Feet (IN FEET) 1 inch=40 ft. WEST WILLOX LANE MATCH LINE - SEE SHEET U2 EE7 \ \ \ I o 0 Q) FENCE TO BE REPLACED \ 9'', ,;, I x U "OF 000 AND/OR REPAIRED AFTER ' • ''INSTALLATION OF UTILITIES CITY OF FORT COLLINS -n IRRIGATION POND ; � x ' i 1 \ 2 SLEEVES + \m\,� U4 GOLD PARK x I 14k,� + I HICKORY z ✓ENSEN GORDON L. ,� \ \ 'r'. I KEYMAP ImI• I ®Ns X ; .'.•.. ... I `A x LEGEND: r w-- o aN o nr a � -o Z .�-o � E Z I a m PROPOSED WATER MAIN EXISTING WATER MAIN b^ 3 d �a U a' I m I I x PROPOSED SANITARY SEWER N CD a s (D m ' o a a'E w C • SS C EXISTING SANITARY SEWER 0 `m w PROPOSED SEWER SERVICE S f \ I I PROPOSED WATER SERVICE W PROPOSED FIRE HYDRANT o 3 SLEEVES I m EXISTING FIRE HYDRANT �� (8 ,4 ,2 ) PROPOSED 6'UTILITY ~ EASEMENT x PROPOSED STORM SEWER =o } 8'CONCRETE TRAIL �w EXISTING STORM SEWER =x I iu- • • y I EXISTING TELEPHONE T o o I EXISTING GAS G -- - J s EXISTING CABLE CTV � x PROPOSED ELECTRIC Cn ft. 7- PROPOSED J CURB &GUTTER O r PROPERTY BOUNDARY PROPOSED I s PROPOSED LOT LINE 10'CONCRETE TRAIL L EXISTING LOT LINE - - - - o f ..; • I +E.f O \ I PROPOSED ROW — — SOFT GOLD PARK a -j s EXISTING ROW — — < • W G• W EASEMENT LINE — 3 SLEEVES ::I PROPOSED EDGE OF ASPHALTuj w •'�' EXISTING EDGE OF ASPHALT PROPOSED 7'x4' EXISTING GAS METER 0 oo z ELECTRIC VAULT EXISTING WATER METER ® a ,o \ PROPOSED STORM INLET ® N _ 3 — PROPOSED STREET LIGHT # 4, EXISTING TELEPHONE PEDESTAL ❑T x EXISTING MAIL BOX �M •¢` IwI I 9'UTILITY EASEMENT O •'a I STOP SIGN w/STREET NAMES O � -�°� f a•. . —°— I I PROPOSED SIGN w/STREET NAMES \ z c ;�. UNDERGROUND O w Q o �\ ¢ u �a x ELECTRIC SPEED LIMIT 25 O Q o N Q STOP SIGN w/STREET NAMES, NO OUTLET O NOTES: m O m PEREZ DANIEL A. ~N �`' L f - 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE L o z o z 0 •':�. :} :, -� IwI x APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE O0 w < I RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL a rn o m o m 3 SLEEVES I I UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW (8",4",2") :e' I CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL 6'UTILITY I UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN f •s ' EASEMENT UNDERGROUND UTILITIES. PROPOSED 10' ;', I x 2. ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES EXISTING CONCRETE TRAIL 1 w j WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO IRRIGATION LINE I I MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL PROPOSED DEFLECTIONS. 8'CONCRETE TRAIL •• a y _ d t 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE I I x NOT TO SCALE. <` w 4. ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5'AND MAXIMUM OF 5.5'WATER LINE •'•`` I1 ® COVER FROM FINISHED GRADE TO TOP OF PIPE. 5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS • , I SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND ARE SUBJECT TO CHANGE IN THE FIELD. U •. _ x s a CITY OF FORT COLLINS IwI I 6. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL ' SANITARY SEWER MAINS,WATER MAINS&SERVICES. to 7. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT DIMENSIONS, n/ a X UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. ��--++�� g ;:�... 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IwI x IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL e a FES D2 •_ REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR �/ ( ) STANDARDS. x 'J 24.41 LF INV. IN=4979.34 SW x 12"HDPE �FG=4980.51 O W I \ @ 0.36% 2i2i1 •y 9. ALL MANHOLE RIM ELEVATIONS(EXISTING&PROPOSED)ARE TO BE ADJUSTED TO%4' �•/ N BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO N s FES D1 PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. J INV.OUT=4979.25(NE)� +! IwI x FG=4980.42 10. ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS. F 11. ALL HOMES WILL REQUIRE GRINDER PUMP FOR BASEMENT SANITARY SEWER s '' - x SERVICE. ZI 12. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS m I DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS •. - w PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE • USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES SX \ '- x OF CONSTRUCTION, DETAILS RESTORATION PLANS, ETC. m i O o ■ ■ ■ ■ ■. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■. ■ ■ ` ■ IIII� ■ ■ ■ ■ m MATCH LINE - SEE SHEET U4 � u CALL UTILITY NOTIFICATION CENTER OF N COLORADO s m co n ,n n W w z a z J X Sheet a Know whars below. Call before you dig. U 3 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 8 of 60 a� 31-�" FORT COLLINS ONLY FULL DEPTH ASPHALT PATCH: c THE THICKNESS OF THE ASPHALT PATCH SHALL BE ONE-INCH -2 THICKER THAN THE EXISTING ASPHALT THICKNESS WITH A a -2 MINIMUM ASPHALT THICKNESS PER TABLE 25-1 OF CHAPTER 25. U � Slope sidewalk to curb 1/4"per foot. o Q If this section is less than 5'of existing asphalt/concrete, 2, it must be removed and replaced. �? m (min.) ----- `o °°°°°°'() m Trench Width min. a Q _ c O New Asphalt/Concrete a ° ° NOTE: Construct sidewalk with joints at 10'intervals R'� O to 0) 0) -- Varies a ° and aligned with scoring on curb. O E (Y C E ° v a a LO O U 9� S0 CV Y N C _ v N Existing Road Base n' a) Ramp ATTACHED SIDEWALK DETAIL ° °- 1'-8" 31 7 CO o d •.. fn W Q) G) 6 m -a � c Y col (n O U C T7 En Cn ✓ i , �� i , �� i , i i U o a z z �� ��, ��, N Compacted Edge of Pavement or 2'min. C7 cts m , , . , , , , m Lifts of Suitable g Landscaping (� O ~ _L6 ari Q �� i��,� i���/ Lip of Existing Gutter Materials P 9 U °- m 0- 6' Max. Compacted Slope:Minumum a'/ft p Maximum Y/ft (D - Slope sidewalk to curb 114"per foot. J � Lift Thickness if 9 - See note 6 v � Flowable Fill 20 ° U 12 (Water&Sewer) a a O D- Not Required E4 - c; ° ° d ❑ v U a)° ° (See Note 9 below for Storm.) L � Q Noo (D oo - o O 4' min.Variable ( )' CC3t6 mU `flN oar o� m a) ' a� a 6'(max.) Utility ConduitC (Dc oC mBedding Material ❑ O D 0 � � LO O J c � 5,w 2 a (tf [6 a yi O m ca c c w ci 12 DETACHED SIDEWALK DETAIL ' I� z m Q ° Undisturbed Soil r o o o r iv UU Lu oa a �� oo - a� x x 0 0 c7 U ii � 5; 2:a) E z � (�6NT ram Lr) J m L!J O � 2 I— CL r CQ C N U_ CL C i (6 C :O C W L.t) LfS O` N , a) N 2 C N N C.7 O C, N C () bA t�I IF N r u) a) o i � a own w 1/2"Expansion � — -a o L Joint material Q 'L ° ° 2 v � ° aai o v NOTES: ° � d Q o - (D o o a 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the R 1/8" 1/4 SLAB THICKNESS R1/4" O L o a) ' Y Local Entity°d 1/4"J ° a C a a 1= 0 a o 0 o a ty Engineer. o o z— a a° a ° °° o O 6 a� b o o - ID � Y E ro F U 2. Prior to placement of as halt/concrete, pavement edge shall be saw cut to a clean,vertical, and t 0 U4' ° m +� z 0 � � maa)i mC- c4 � � cn p P g � a ° a ° Varies m ° �, D v o ° 3traVght hereedge he surrounding the soils wheel enonhex non-expansive, a flowable fill may be substituted for backfill o 1/z" 0// a ° 5, U) room Qa - a) . � � 00) v 9 p Y EbL ° Q ° ° °a Q c ° ° N CD 4) E ro U Q Q-0 material. — ° ° ° Q a a °� ° a °aa a T o 0 m a) 7c E a E 4. Trench width shall not be more than 16' nor less than 12"wider than the outside diameter of the pipe. w #330248 #330247 #330149 ° ° 0 ° ° -6° a) _ - '� a, E a E ° ,� 5. Use a 18 long #4 epoxy rebar at 18 on centers along the perimeter of concrete panel replacement oQ a E0Bo2 (0 � � QU)C � V) INSTALL IN LOCATIONS SPECIFIED O � Q-CD sections. °- N O O] tJ ._ to .0 C C U (D — r_ D IN CHAPTER 22 Varies T a a a) > Q ro �, 0) o 6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing o WEAKENED PLANE JOINT a� - o a o o - -- EXPANSION JOINT E a) M rn 0- E o U C a"— requirements. a. z Flow line O M E co ro - Q () (D co o Y _0 Q 7. In unimproved areas, all disturbed areas shall be regraded, seeded &mulched. o 2 co w o B J o 0 0 0 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. c a m U _ 9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of ° a � co o N unsuitable backfill; then, bedding material shall be placed to a level 12'above pipe. cD ~ z NOT TO SCALE W 0 0 0 0 NEW FHWA ARROWS (ELONGATED) SIDEWALK DETAIL RESIDENTIAL LOCAL STREET ACCESS RAMPS TRENCH DETAIL LARIMER COUNTY REVISION NO: 1 DRAWING LARIMER COUNTY REVISION NO: 2 DRAWING LARIMER COUNTY REVISION NO: 3 DRAWING LARIMER COUNTY REVISION NO: 1 DRAWING URBAN AREA CONSTRUCTION URBAN AREA CONSTRUCTION URBAN AREA CONSTRUCTION URBAN AREA CONSTRUCTION w STREET STANDARDS DRAWINGS DATE: 02/28/02 1420 STREET STANDARDS DRAWINGS DATE: 04/01/07 1602 STREET STANDARDS DRAWINGS DATE: 02/17/15 ]1606a STREET STANDARDS DRAWINGS DATE: 04/01/07 2201 Co0 LOz �J O N U 900 FHWA ARROWS ELONGATED 901 902 903 N SIDEWALK DETAIL RESIDENTIAL LOCAL STREET ACCESS RAMPS TRENCH DETAIL M NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE D9 D9 D9 D9 w 0 to 4 3 2 1 c Z W Q'O H\ ¢a �a Bollard Post, Model R-7901 Q 00 N Z o-Q 8' CONCRETE TRAIL 1 3 MAX� —III II D General Description: D m Cleo communicate intended routes and access 6 II III—III A � � 2 0% — III III— regulations on your streetscape with the model R 7901 U� W N N 3 MAX III III steel bollard from Reliance Foundry.Composed of standard � L — —III—III tb5 1/4 — i steel and finished with a durable powder coating,it is an O O Q O aesthetically versatile device that will complement the W 00 LaJ X III III III III III III III III III III III III III III 1 architecture of almost any site.The R-7901 can be installed Cl-rn 06 0 U _ —III—III—III—III—III—III—III—III—III—III— -III—III—III—III—III—III—III—III—III—III—III—III—III—III—III with a standard fixed mounting or with a removable or fold III III III III III III III III III III III III III III III III III III III III III III III III down mountings that allow temporary access to maintenance,delivery or emergency vehicles.Seven III—III—III—III—III— — powder coating color options are available and the model R-7901 is kept in stock,available for immediate shipment. COMPACTED SUBGRADE ' For more infomatononbollardpostinstallation,pleasevisit: NOTE: GEOTECHNICAL ENGINEER TO VERIFY RECOMMENDATIONS FOR TRAIL (12" MIN.) I www.renanoe-foordrv.comWIa i tanIation-boIIards SECTION. TRAIL SECTION SHALL MEET HS 20 LOADING i 3 REQUIREMENTS (TRUCK AXLE LOADING OF 32,000LBS OR WHEEL 36 Specifications: I LOADING OF 16,000LBS). 043/8 I Height:36"(Above Grade ) r C 1/8 Wall Base Diameter:4 3/8" C r 2 Weight:33 Ibs(Bollard Past Full Length) I New Concrete Material:Steel(ASTM A36) Drain Rock Finish Options: r9O4 ✓ Polyester Powderooated 8FT TRAIL CROSS SECTION 085/8� Grade See Relionce Foindry5 standard mkx options at NOT TO SCALE "ww.rerancefw'drv.ao'"Ibolardcobrrlw rtls \\\\ \\ \\ \\ \\ \\ co ei .per j\/\j\\j\ j\j\/� t C0 Mount Options: J \ \ \ \ \ \ \ \ \ \ \ P 12 //\/ �/ /\ * ✓Removable Receiver with Lid / / / / W 18" �\/\ /\/\/\/ If local frost line (see sheet 2 of 7) $ Mln. \/\\/ \\/\\/\\ exceeds 12"deep, o Removable Receiverwith Chain a \ \ \� ✓ \ \ \ Provide adequate (see sheet 3 of 7) \\/\\/\\/\\\ drainage piping o Fixed Embedded Mount / / \/\/\/\/\/\/\/� [/\/\/\/\/ see sheet 4 of 7) E // // //\ a a // // // // // // // / // // // // \ \ \ \ \ \ \ \ \ \ \ \ \ \ connect to drain rock o Flanged Surface Mount 0 0' CONCRETE TRAIL B \\//\\//\\ a a /\\//\\ \\ \\ \\ \\ \\ ' a \\//\\//\\//\\//\ layer underneath ( sheet 5 of 7) B ` ' / / /\ /\/\/\/\/\/\/\ \ \ \ \ \ t o Fold Down Mount X N LU 3 MAX �• //\////\///. /%/%/j/ � \ \ //i o (see sheet 6 n A Q cli = = \\i\\ c o(see sheeth of Accessory . 6 III III 10"Min. 2 0 —III —I A Q° J W 3 MAX III III III SECTION A-A =1 —III—III 1 � III—III I I' I —1I I III—III—III III—I I II III—III III—III—III—III— Removable Receiver with Lid — _ —I 1=1 —I 1-1 I—III—III—III—III—I 1=1 I- -III—III—III—III—III—I 1=1 I—III—III—III—III—III—III—I 1=1 (For important detail regarding installation with OPTIONAL bollard chain accessories, refer to sheet 7 of 7) III III III III III III III III III III III III III III III III III III III III III III III II III III II — I I=1 I I=1 11=III=1 11= _ — I— - - - - I I-1 I!=1 I I=1 I I—III—III—III—III—III—III- III=1 I — (,n III III III III III Notes: RELIANCE • D• o COMPACTED SUBGRADE J • Embedment details are for reference illustration only.Minimum foundation sizes depend on local soil conditions,weather conditions,and engineering requirements. N OTE: GEOTECHNICAL ENGINEER TO VERIFY RECOMMENDATIONS FOR TRAIL (12 MIN.) • Bollard post is provided as shown,with material detailed in legend below.Concrete,foundation and/or installation ordered separately or provided by others. Unit 207,6450-148 Street,Surrey,BCV3S 7G7,Canada s SECTION. TRAIL SECTION SHALL MEET H S 20 LOADING • This drawing is not drawn to scale.Dimensions provided herein is for reference only.Please consult Reliance Foundry sales professionals if any dimension is critical to your 1-888-735-5680 info@reliantce-foundry.com particular installation. www.reliance-ELunda.com 13 REQUIREMENTS (TRUCK AXLE LOADING OF 32,o00LBS OR WHEEL • Reliance Foundry reserves the right to amend design and specifications without prior notice for product improvement. TITLE W LOADING of 16,00013s). A PARTS LIST Bollard Post, Model R-7901 A 9 S ITEM QTY PART NUMBER DESCRIPTION MATERIAL WEIGHT n 1 1 R7901 Removable Bollard R7901 Removable Bollard AssemblySteel Powder Coated 33 Ibs 2 1 R7901R Receiver R7901R Reoeiver Assembly w/Lid Galvanized Steel w/316 Stainless Steel Cover 24 lbs s� DWG NO REV b 3 1 Padlock(Optional) Optional Padlock Brass or Stainless Steel Choice of Brass or Stainless Steel 5/8 Ibs C R-7901 Cl COPYRIGHT RESERVED THIS PLAN DRAWING AND DESIGN ARE.AND AT ALL TIMES REMAIN,THE EXCLUSIVE PROPERTY OF RELIANCE FOUNDRY CO LTD NOT TO SCALE SHEET 2 OF 7 s 4 3 2 1 a CALL UTILITY NOTIFICATION CENTER OF s E 905 1 OFT TRAIL CROSS SECTION 907 BOLLARD POST DETAIL COLORADO l0 2 d rn NOT TO SCALE NOT TO SCALE a u D9 D9 w a z rfy�, J W Sheet oZ D 9 � Knowwhat'sb210W. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF 53 of 60 UNDERGROUND MEMBER UTILITIES.