Loading...
HomeMy WebLinkAboutDocument Markups - Subdivision Plat - 11/05/2024 WILLOX FARM SUBDIVISION A TRACT OF LAN [ LOCATED IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 2 , TOWNSHIP 7 � o � >1 Y NORTH , RANGE 69 WEST OF THE 6TH P . M . , CITY OF FORT COLLINS , COUNTY OF LARIMER, STATE OF COLORADO STATEMENT OF 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 g improvements warranted hereunder, the frill and complete maintenance and repair of the improvements to be constructed in connection with the Development Arbor Capital, LLC A tract of land situate in the Northeast !4 of the Northwest'✓4 of Section 2,Township7 North,Range 69 West of the 6th P.M.,which consideringthe 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 lames Righeimer a � " J rY g tY 4040 MacArthur Blvd. Suite 250 0-, Northeast ✓4 of said Northwest 'A as bearing N 89 degrees 58 09 E(Measured- S89 16 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 Newport Beach CA 92660 within the boundary lines which begin at a paint on the East line of the Northeast "1✓4 of said Northwest 1/4which bears S 00 degrees 04'08" 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 po n S00°55'18"W)from the North '/4 comer of said Section 2,and run thence along said East line, S 00 degrees 04'08:E 964.74 feet(Measured: S00°55'18W,964.69 feet) landscaping. Any maintenance and/or repair required on utilities shall be coordinated with the owning utility company or department. -5 E to the center-North 1/16 comer of said Section 2; thence along the South line of the Northeast '✓4 of said Northwest °✓4, S 89 degrees 53'50"W 662.52 feet (Measured: o 5 l~ N89019145"W, 657.76 feet) ; thence departing said South line,N 00 degrees 05'34"W 592.81 feet (Measured:N00°4l'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 PLANNER/ . . U -s feet(Measured:N89°19'45"W);thence N 00 degrees 05'34"W 370.00 feet(Measured:N00041'00"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 ; � ° � S89°19'45"E);thence N 00 degrees 05'34"W 323.56 feet(Measured:N00'°41"00"E, 323.38 feet)to a point on the North line of the Northeast f4 of said Northwest °°✓4; improvements resultingfrom development-related or building-related activities. In the event the Owner fails to correct an damages within thirty 30 days UJ U � °' P g Y g ( ) Y Kristin Turner or W thence along said North line,N 89 degrees 58'09"E 482.05 feet(Measured: S89°16'0S"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 n / WEST wiLLax LANE r. - o , g Y Y h' g P Y tY TB Group W o v o feet(Measured: S00 5518 W) thence N 89 degrees 58 09 E 181.00 feet (Measured: S89 16 05 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 aired at 444 Mountain Avenue v `"-' w Y Y Y g P ( )Y reA J ¢ ,� County of Latimer, the termination of said period shall remain the responsibility of the Owner. Berthoud, Colorado 80513 State of Colorado (970) 532-5891 = /f LL REPAID,GUARANTEE: o a c' Said described tract contains 828,148 square feet or 19.012 acres,more or less. SITE ENGINEER a In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to held the City harmless for a five (5} year 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. o „ 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 an and all claims, damages,or demands arising on account of the design and construction of public improvements of the Amanda Poincelot a as shown on this Plat to be known as WILLOX FARM SUBDIVISION(the"Development"),subject to all easements and rights-of-way now of record or existing or Y g g P P 301 North Howes Street, Suite 100 z = 16 property shown herein; and the Owner furthermore commits to make necessary repairs to said public improvements, to include, without limitation, the roads, o indicated on this Plat. The rights and obligations of this Plat shall run with the land. Fort Collins, Colorado 80521 z 0 � streets, fills, embankments, ditches, cross pans, sub-drains, culverts,walls and bridges within the right-of-way, Easements and other public properties, resulting 0 � 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)2.21-4158 SITE W � o R < 0) defects caused by or consisting of settling trenches,f lls or excavations. VL CERTIFICATE OF 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 The Owner does herebydedicate and convey to the City of Fort Collins, Colorado (hereafter "City"), for public use, forever, a ermanent right-of-way for street successors m interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques and due caution in S I l�E SURVEYOR w o Y tY ' ), P P 1 Y 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 du to maintain the Easements so dedicated, and 2 acceptance b the Cityof this dedication of streets does not impose upon the City a du 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 P t7 ( ) eP Y Po Po 301 North Howes Street, Suite 100 maintain streets so dedicated until such time as the provisions of the Maintenance Guarantee have been fully satisfied. The streets dedicated on this Plat are the fee that I have the right to convey said land according to this Plat. L Fart Collins, Colorado 80521 w W 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, VICINITY MAP (970)221-4158 - 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 gates in any fences 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 p o exercise these same 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 ►� 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 9 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 surface of the Easements 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: 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. Except as expressly 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 $9° 16'05"East(Recorded: N $9 0 installation on the Easements of an building, structure, improvement fence re g , y � g, , taming wall, sidewalk,tree or other landscaping(other than usual and customary grasses 5$'09"E d bearing)with the West 1/I 6th f Section2 being aluminum #b degrees )(assumed . e es corner of eng a 3�" cap on reb stamped LS 38106d theN f and other ar, sampe and North�corner o ground cover). In the event such obstacles are installed in the Easements, the City has the right to require the Owner to remove such obstacles from the ATTORNEY'S CERTIFICATION �' CJ Easements. If Owner does not remove such obstacles, the City may remove such obstacles without any liability or obligation for repair and replacement thereof, and - Section 2 being a 3 „ aluminum cap on#fi rebar,stamped LS 38106. -- 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 casein .-way or of record,EPS Group,Inc.relied upon File Number 100-N0023519-030-TH,Amendment No. l ` LU the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder of Larmer County, Colorado as of the date of prepared by Fidelity National to mber 3,2021. A urrent title commitment will be provided to the surveyor prior to finalizing the survey. The rights granted to 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 Use Code. 3) The lineal uni eequrement for this plat is U.S. Survey Feet. uo f6 + 4) EP oup,Inc. or the Professional Land'Surveyor listed hereon,does not have the expertise to address mineral rights,and recommends the owner retain an a Attorney: o,� -C`'' ert to address these matters. EPS Group,Inc. or the Professional Land Surveyor listed heron assumes no responsibility for the mineral rights upon the subject property. OWNER: Address: � be 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. UJ m BY: Registration No.: 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 _ - 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 L, , understanding of all rights of way, easements,encumbrances,interests and title of record concerning the subject property. C' (3) v) cr ry STATE OF COLORADO ) )ss. APPROVED AS TO FORM,CITY ENGINEER 7) For easements created by separate document and shown hereon refer to record document for specific terms. L COUNTY OF LARIMER } 0-' By the City Engineer of the City of Fort Collins,Colorado, on ibis day 8 Easements and other record documents shown or noted hereon were examined as to location and se and were not examined as to restrictions,exclusions, c~, ° 4- NORTHERN COLORADO WATER ASSOCIATION ) P The foregoing instrument was acknowledged before me this day of ,20 , by EASEMENT ACCEPTANCE conditions,obligations,terms,or as to the right to grant the same. 0 a W Q in CY Go J O d m1 I U C) O J as of APPROVED: 9) Adjacent property owner information per the Latimer County Land information Locator. iPRES°DENT 10) Per CRS 38-51-105 (3)(a),(3)(b),(4)(b),(4)(c),&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 and official seal City Engineer the required responsibility of providing for the on the ground monumentation of the external boundary of the subdivision plat. My commission expires: DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES 11) There may be other documents related to the subject property that were not discovered by the land surveyor and or title company listed hereon. --APPROVAL -- LUMEN 12) The word"certify"or"certification"as shown and used hereon is an expression of professional opinion regarding the facts of the survey,and does not By the Director of Community Development and Neighborhood Services the City of Fort EASEMENT ACCEPTANCE 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 J 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 GATE: property boundary are for reference purposes only. 0 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. 0 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, ^1 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, Z) BY: I,Robert C. Tessely,a Colorado Registered Professional Land Surveyor #e 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 O 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,machinery on public roads, an accurate representation thereof, all this to the b f my le a info 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 COLORADO ) pesticides, and one or more of which may naturally occur as a part of legal and non-negligent agricultural operations. O U. )ss. It U COUNTY OF I.ARIlVIER ) 17) Document recorded at Reception No. 201500689'74 shall.be vacated.by separate document upon construction of a sanitary sewer connection for Parcel It 9702200002. LL LL The foregoing instrument was acknowledged before me this day of 20 by X O " 3o op - - S-� \OtA 18) � 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" �J LIJ as of 24 © _• er information depicted hereon is for reference purposes only. "This note will be removed prior to the surveyor signing the survey. 9 V Witness my hand and official seal Robert C.Tessely Colorado Pro;MlsomvxlFor and o yMy commission expires: NOTES AT THE REQUEST OF THE CITY OF FORT COLLINS: NOTICE - hereon,were forwarded to EPS Group b the City of Fort Collins and shall not be construed as the act or practice of land surveying Collins. The notes,as they appear Notary Public 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 ALL RESPONSIBILITIES AND COSTS OF OPERATION,MAINTENANCE AND p y tY p ying as defined by the State of RECONSTRUCTION OF THE PRIMATE 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 P P gg Sheet PROPERTY OWNERS' ASSOCIATION,IF APPLICABLE, THE CITY OF FORT COLLINS SHALL allowed by Sections 12-120- 12-122 of the City code. HAVE NO OBLIGATION OF OPERATION,MAINTENANCE OR RECONSTRUCTION OF SUCH . FLOOD ZONE DESIGNATION: According to FIRM Panel 08069CO9776 for Latimer County,dated June 17,2008,this tract lies within a FEMA PRIVATE STREETS AND/OR DRIVES NOR SHALT.THE CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. designated area of minimal flood hazard(Zone X}. Of 4 Sheets WILLOX FARM SUBDIVISION A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 2 , TOWNSHIP 7 o � T� •� W NORTH , RANGE 69 WEST OF THE 6TH P . M . , CITY OF FORT COLLINS , COUNTY OF LARIMER, STATE OF COLORADO Ad 9 y V C � dm C a° CURVE TABLE CURVE TABLE ?� T CURVE DELTA RADIUS LENGTH BEARING CHORD CURVE DELTA RADIUS LENGTH BEARING CHORD Cl 76°24W" 165.00' 220.04' N51°03'SORN 204.09' C39 1°01'11' 2528.W 45.W N00°19'45•W 45.00' -- _ - ---- -- - - - - - -- - c C ❑ E? PC C2 4'54.12' 193.50• 16.50' N86°4851M 16.56 C40 1°01'13' 2528.50' 45.02' N01'205TW 15.07 - LAND USE TABLE C3 13°14'41• 165.00• 38.14' Nob°14'14'W 38.OV C41 O'2l'59• 252a.W 16.17' NO2°OZ33-W MAT TRACT A PARCEL AREA PERCENT USE OWNED&MAINTAINED BY �U�++ ff',, E F 04 90'00'OO• 40.ar 62.83' N45.23'06•E SBST C43 oplim• 2471.W 5.19' S00'14'10'W SAW TRACT 212,814 S.F. 4.89 AC. 25.70% Drainage,U51ity8Acoess Easement HOA t'•rE F E TRACT B 81,670 S.F. 1.87 AC. 9.86% Drainage Easement HOA c v CS WWOO' 40.W 62.83' 344'3654E 56.5T C44 1'O9'3T 2471.54• 50.01• SOD°24'13'E SO.ar TRACT 25,798 S.F. 059 AC. 3.11% Drainage Easement H04 z CS 2'36'39' 2600.OV 113.91' S00°56.13'E 113.90' C45 1-09'35" 2471.54' S0.03' So1'3T47•E 50.03• BLOCK 1 TRACT D 15,184 S.F. 0.35 AC. 1.83% Drainage Easement HOA C7 2'54'32' 2500.ar 126.9T Soo°4916'E 126.9C C46 0°04.57' 247'L54' 3.56' S02°11.03•E 3.56' LOTS (62) 319,180 S.F. 7.33 AC. 38.54% Single-family Residential Property Owner H F w EXISTING ROW 14,461 S.F. 0.33 AC. 1.75% Right of Way City of Fort Collins n C8 89°57'05' 15.00' 23.56' N44°17'32•W 21.20' C47 0°08'332 2528.50' 6.29' 302°09'18'E 6.29' O O J J O PROPOSED ROW 159.101 S.F. 3.65 AC. 19.21% Right of Way City at Fort Collins $� C9 76'24W" 193.50' 258.05 N51°03'501W 239.35' C48 1°1518" 2528.50' 55.38' S01'2T20•E 55.W J H TOTAL 828,148 S.F. 19.01 A.C. 100.00% a CIO O°25W' 2471.50• 18.00' NO2-OITI-W 18.00' C49 1°15'OT 2628.W 55.25 S00'12'OB'E 5526 OJ a C11 13°14.41' 193.60' 441T NOB°14.14N0 44AT C50 14'39.OB' 193.50 49.48' N77°0219'W 49.35• L Z cW2 3 J C12 14.3531' 171.50' 43.6E N06°54'39'W 43.56' C61 15'00'44' 193.50' 50.70' N62°i2'23'W 50.56 ry of ? n C13 14'36'15" 171-W 43.71' SB2°18'46•E 43.60' C52 23°15'57' 193.50' 78.5T N24°2933•N1 78.03' C14 14°35'33• 171 SO• 43.W N83°05'2o'E 43.56' C53 7'S0D4' 193.50' 26.46' N08°66'33W 26.44' LOTC BLOCK TABLE W BLOCK #OF LOTS g E C15 119'11'06' 7650• 159,13' S44°36'S4'E 131.96 C54 5°24'38' 193.50' 182T N0719'13'W 1827' � LOT 8 1 5 CIO 14°36W" 171.W 43.68' S07°40.53'W 43.58' C55 5'OVl7' 171.60' 15.W NO2°11'02'W 15.37' -" 2 14 ZZ E TRACT C _ C17 90°ar00' 15.00' 23.56' S44'36'54'E 21.21' C56 9°2T13' 171.50• 28.30' N09°28'48"W 28.27' LOT 6 (j1 LOT 7 4 10 W is W cis 1'02'37' 2471.50' 45.02' N01°1T119N 45.aZ C57 13'00'00' 78.62• 17.W N07°4Z24'W 17.33' Cn ) 5 14 I=-'z CIS 67°46.45 138.50' 161.48' S55°2242E 1522Z C68 31°40.45' 78.52 42.31' N14°37WE 41.7T LLJ TRACT 6 6Of C20 89°54'52' 15.W 23.54' NW39-IM 2120' C69 119'11'45' 76.57 15920' S45'2328'W 132-W LOT 5 W LOT 6 LOT 9 LOT 1 TOTAL LOTS 62 Z w g C21 90°05.19' 15.ar 23.57 S45'20'27 W 212T C80 31°OP14' 76.57 41.41' N45°58'2TE 40.ar O C22 2°31'19' 2471.W 108.79• S00°5T57E 108.78' C61 89.52W IS.ar 23.53' S44-15.04•E 21.19 TRACT B x z LOT 5 L ) LOT 10 m LOT 2 con p C23 2S437 2528.50' 128.3T S00°46'16'E 128.38' Cu 90°OT51' I&W 23.07 N45°44'S5'E 21.M U LOT 4 Q U ? v + = w C24 2°54W' 2471.5P 125.49 N0O'48.18'W 125.46• C63 30°51W" 76.57 41.22' N76'S4R4'E 40.TZ 0 O LOT 11 LOT 3 0 LOT 4 C26 90,0755 15.00• 23.5T N45'42.28•E 21.27 C64 12°39'OT 76.52' 18.90' S81°2013'E 18.88' m C26 76°24'30• 136.50' 182.W 551.03'50'E 168.84' C85 11°17'06" 171.50' 33.78• SW39'12'E 33.77 LOTS tP LOT 12 C27 13°14'41• 136.50 31.66' 306°14'14"E 31.48' C88 3'191)9' 171.50' 9.84' S87°5T18'E 9.93' LOT LOT ' td C28 90°00'00' i5.ar 23.W S45°23'05'W 21.21' 087 11.23W 171.50' 34.OT N84'41'37E 34.02• ♦ C29 85'S8'23' 15.ar 22.5T N474444g 20.45' CBB 3'7734' 171.50' 8.81' N77°23'50'E 9.61' LOT 2 LOT 2 U LOT 13 LOT 5 q y U C30 1°0238' 2471.ar 45.ar N00°74'35'W 45.ar cog27°30'27' 78.50' 38.73' N89°32'44E 36.3T - `~"8 .OS C31 2'31'31' 2528.50' 111.44' N00'5T47'W 111.43' C70 32°19 76.50' 43.15' S60'3733E 42.54T LOT 1 LOT 1 LOT 6 C32 90.00.00' 15.00• 23.W N45'23D8"E 21.21' C71 31'412W 76.50' 42.31' S28°371TE 41.78' C4 C33 90°00'00• 15.00' 23.5F S44°36'54'E 21.21' C72 27°40.14' 78.50' 36,W S01'08W%V 36.59' V C34 90°00'00' 11.50, 18.06' S4523'06"W 16.26' C73 3'09'50' 171.50' 9.4T S13°23'44"W 9,47' LOT 7 O C35 9P00W 11.50• 18.06' N44°36'64'W 16.26' C74 11°25'43' 17t.50' 3921' 308°OS'S8"W 34.15' MOLLER STREET o m C35 18°34'29' 193.50• 82.73' N45'24.46'W 62AV C76 4°04'32' 15.00, 1.0T NO2'43'16'E i.oT LOT a M y'j O o0 r- 1 Om N� KK Cu O'OTO7• 2528.W 5.24' N00°14'25'E 524• C76 0°24.17' 2471.W 17.45' N00-28-57E 17.46 C38 8°3T45• 1SOM 20.56' S1T70.28'E 20.W C77 0°1534' 2628.50' 11.45' SOO°33'13RV 11.45' LOT 13 W u LOT 5 LOT 6 F LOT 9 c� 0 W' NW ?a c30 LL Q VOO 3y LOT 12 LOT 4 LOT 7 I- LOT 10 F a 710 o, Cn U F 0 Q M � LOT 3 O U O LOT 8 W LOT 11 F- LOT 11 W a U) o F' LOT 2 LOT 9 LOT 12 LOT 10 z ~ Z Q LOT 1 LOT 10 U) LOT 13 Z LOT 9 O '^ LOT 14 - v) SAINT GRACE STREET �\_ z Q LOT 8 / -� Q Q y N CIOO O LOT 7 F I- O O o p 0 J J J O -j BLOCK 3 J U QO LL LLO TRACT A LL O W O } Q � U U) ((�� NORTH �2GONg�CR 80 0 80 160 240Feet ( IN U.S. SURVEY FEET ) pRE��M�NG PV;�,p Sheet os inch = 60 ft. R�GOp`p�N PRELIMINARY Ro 2 bes C.Tw Iy Colorado Pro@a®omlI Surveyor No.36170 Tm a^e oe 5auav°r5rs cyan,1^°. Of 4 Sheets o WILLOX FARM SU DIVISION A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 2 , TOWNSHIP 7 H RANGE +�9 WEST F THE TH P . M . , CIF LARIMER STATE CIF COLORAD � �0-NORT FORT COLLINSGLLIN v -� cd i44A 'O '5 d ea UNPLATTED NPL►4TTEo z� a, b WEST 1116 CORNER # } POINT OF a ° 0 FND SLUM NUM AP NORTH LIN OF HE-' w U v SECTION z COMMENCEMENT REBAR WITH NORTH 1f4 CORNER ��'� cd STAMPED LS 38106,2016 , SECTION 2-T7N-R69W C) a v v NE OF THE NW} EXISTING 10'MOUNTAIN STATES W EST WILLQX LANE (60 PUBLIC bw FND#6 REBAR WITH n `� - c` IN MONUMENT BOX SECTION 2-7-69 (R)N89°58.09"E UTILITY EASEMENT " ` o {Ry N89 5s o9 E 482.05 (PER LARIMER COUNTY ROAD B K R PAGE 3 v4'ALUMINUM CAP - F BASIS OF BEARINGS ` (M)S89016'05"E 1326,22' REC..NO.87027758 (M� ���°16''�J"E 482.11' 102 & 103 FILED FOR RECCIR '�-•�-1$80 STAMPED LS 38106,N MONUMENT BOX 201a 663.11' 1 . 389°1f'05'E 181.W' (]� FND#4 REBAR Q 30°EXISTING 30'EXISTING � FND#4 REBAR wl CAP ILLI=GIBLE C RIGHT-OF-WAY 12.fl0' RIGHT-OF-WAY � YELLOW PLASTIC CAP N89°16"Q5"w 481.99" LS 38480 12AQ' a. 2a.a0^ S89°16'a5"E 115.03" 4`" - - ,rrL - j�4+r`�- 18' r I G S89°16'050E 279,90' UE 1$'UE z � - h - - - - - z _- _ - ._ - a - -- - -- -_ - - - - - - - - - I d - t;i I � 2$.5' 28.5' 12'ADDITIONAL I - w � � � w 12'ADDITIONAL PUBLIC ROW I I PUBLIC ROW TRACT A DEDICATED BY THIS PLAT PUBLIC DEDICATED 30'RIGHT OF WAY EASEMENT 20'IRRIGATION EASEMENT p I BY THIS PLAT DE,UE'AE TO NORTHERN COLORADO FOR FUTURE CITY OF 19'U€ 212,814 sq.ft. WATER ASSOCIATION -- -- FORT COLLINS PARKS DEPT. I 1 4.886 ac. BOOK 1277,PAGE 308 v IRRIGATION LINE p I S89°16'05"E 138.22' I TIN V C � cO oses Sheet 5D p F I E N zo I o f _45.aa _ -45.0a'- 48.22'- a0 5 0 + LEGEND rm" 09 cq f 9'UE --...I LLI r I o~ BLOCK 1 s -- - - PROPOSED EASEM'ENr LINE o LU p I 11J I v I o 0 o � 7,7. c�a ,� � + � O I L�1rr � z ' 1 r 0 { 3 o EXISTING EASEMENT LINT= C� �; LQT 2 a cF �' I o coli, 4� -- PROPOSED CENTERLINE w z io �- TRACT B " p LOT 1 �, r I co 45t]o sq.ft. sq.ft. L(�T 3 '0ID 0 DE w a5056 sq.ft.a r b LO v UNPLATTEQ _' EXISTING RIGHT-OF-WAY gn Z 81,670 sq. ft. f�] o �, + PROPOSED RIGHT-OF-WAY 1.875 ac. P W z , LQT J- � i p� 1 9'UE BOUNDARY LINE W - - - �� 4968 sq.ft. o -�--- tl 0 ~ LO 45.00' 2 � � � c� 2 0 a L' 8 46' C 2 er �-- I v7 Z N89°16'05"W 73.47' C5Q LOT LINE �' Q I o Cr I SAINT JOSEPH STREET csi` LOT 5 SECTION LINE p I _ N89°16'05'W , 5416 sq.ft. �, FOUND PROPERTY CORNER - - �- ti AS DESCRIBED I 116.94 0 6 CITY OF FORT COLLINS I (57' PUBLIC ROW) ` 1.11 o UTILITY EASEMENTUj REC.NO.20090003657 Q CALCULATED POSITION ONLY c� p �, s89°16'05"E 73.40 h '�,\ z 1 o f;yt° rye FOUND SECTION CORNER FND#4 REBAR w11" I I LU C29 S89°36'54"Er AS DESCRIBED N YELLOW PLASTIC CAP I g C75 99.96' - FND#4 REBAR w/ FND#4 REBAR wl 6 LS 38480 1 ,_ C \ YELLOW PLASTIC CAP YELLOW PLASTIC CAPON FND#4 REBAR w11" ° r " , I V c6 I N 4 \7� ��' LS 38480 POINT OF UE UTILITY EASEMENT r A LS 38480 DE DRAINAGE EASEMENT ORANGE PLASTIC CAP (R)N89 53 50 E 100.00 I o � LQT $ N u0 /p p �y 9'UE (R)N89°58'09"E 181.00' BEGINNING PLS 37$99 (M) S89°19`45"E 1(}G1,fl+0' I S89°40'53"E C77 �- C7fi 4501 sq ft. ¢ \ n (M) 5890 15'05'"E 181.00' AE ACCESS EASEMENT I TRACT C 109.82 \ ra.aa' NOO°00'00"Ir I 28.5' 2$.5' N89°36'54"w 1fla:o0' , DE \ -�181.00" ROW RIGHT OF WAY m 1 UNPLATTEQ p 55.12 I n` 9'UE o 25,738 sq.ft. \ (M) MEASURED BEARINGIDISTANCE # Uj U- -� �. _ LOT 6 I I w I LOT 7 '9 0 0.591 ac. \ -j � a 6060 sq.ft. 1 �� -4504 sq.ft, o -° 5" _ " �� PRIVATE 20'SANITARY (R} RECORDED BEARING1bISTANCE r�i III F pB 2 � a cn sr SST °ag25 SEWER EASEMENT -�-- �- S89036'54"E I � ' I 6'UE �, g9.45 CP ty TO KAFKA I n, 110.a1" V -~ N89°36`54"w 100.02'-' 100.00 _� �� REC.NO.20150068972 PRIVATE 20'SANITARY 'o SEWER EASEMENT I I. I N01°32-11"w I ` 6'UE LOT 9 1 u' LOT 1 4 &201500fi8974 TO KAFKA p t°prill 55.38' ' I co co LOT } P 4489 sq.ft. n� � �$.a � 4500 sq.ft, ' can {SEE NOTE 17 ON SHEET 1) t REC. NO.20150068972 I k11LQT 5 I U I 4505 sq.ft. o v °a$,25"W 2e 5 N o E r` W o ° z & 20150068974 6082 sq.ft. S89°36'S4"E Z �'� pp' N77°42 r(SEE NOTE 17 ON SHEET 1) al I10[IA8' u �fl0 TRACT A s39036"54"E I o ° S DE UE AE � CIO �, _ � LOT 10 u� cr � � � L(7fi 2 0_ TRACT B 1 I 109.94' - C47 � "'n Gn 4500 sq.ft. ° y 0 w P� � 212,814 sq.ft. I I NO2°09'08"w LOT 5 4500 s .ft. C ° , cn �, q 4.886 ac. NORTH DEI 4505 sq.ft. 5" L 81,670 5 ft. I I 55.4a Jill ° q' (n N 57`� ty8.2 , 63 L.�t �j t? gOg2 q I 11 LQT 4 m ' 0 I S89 36 54"E 140 fl0 0 m r . � --t d 1 o v 1.875 ac. d I 6087 sq.ft. o o , w o 1 100.1 a w 0% o C7 N w o I I r l LOT 11 to ; -{ w LOT 3 .p so 0 50 100 150Feet c+) I p S89036'54"E I co g w a O 4500 sq.ft. 1 O m` 4500 sq.ft. N I m LIJ I p 11a.00'co w r �v iv I LOT 4 � p rJt cT = A I I 4 0 I M o r p 4505 sq.ft. v g- °ov-A 77'fl$25° IN lUi in SURVEYfl FEET ) P ; LOT 3 r � a S89°36-54"E 0 12 A00- a 1 l � oo 10 HICKORY VILLAGE t- ! I fi089 sq.ft. I N I o 100.10, � �°0 �°° � � SUBDIVISION O 30'IRRIGATION EASEMENT q' �pI LOT 12 o b FOR FUTURE CITY OF I f NO2°13'z3"w , � �_ Q1 1 - 9'UE o 0- � �/) Q FORT COLLINS PARKS DEPT. 55.41" l 'coLQT 3 ►� can � �sq•ft. 9"UE $ LOT 4 `� c�i � � �� ti,/J IRRIGATION LINE , - 6'UE S89°36"54"E C46 4503 Sq.ft. o g77°fly"�513.83 C7� 5185 sq.ft. rn fY 11 a.ao' 9'UE I s89°36'54"E �' as i yy84°58'29-F- - 0 f ti 1 I 100.0T 18.07' 1 I _ uu > ,� 1a0.00' w co E cr) m LQT 2 I I---- 9'UE n 6'UE LOT 13 1 I o7 T 5 _ o I I ` 5504 sq.ft. p" I I LOT 2 rLO , 5699 sq.ft. 1 4954s ft. �' "' 0 0 I I S89°36'54T I I 4499 sq.ft. d -7 q o p f1t� I I I 110.00, j � t`r') S89°36'54"E '� �` N N89°36'54"w 100.00, I� �"', N i ° ' � Uy � LLI I I p 1 100.02' 6'UE w w 1 Ss9 36 54"E .� 100.00, I I o I' ' I w LQT 1 d LOT 14 0 9'UE 6'LIE LOT 1 `° LOT 6 ° I p p Ln 5p504 sq.ft. 1 4498 sq-ft. a Q v 4500 sq.ft. � zn (D - N89.36341/ N89 3654 w ° n (/� Z 1 p/7° rwy�� " N co OR 4500 sq.ft. _ NU9 36'S4 w 1©a.afl N89 36'SJ YY 100.00'p_ _ - - 131.61' I UTILITY EASEMENT 110.00, C43 C37 � g f S89°36'54"E � r� N89 3651"W-,/'� UE 5.22' 100.00, LL ry 90.00' 30.00' 106,59, ,�. 54.28' I s < ' r 0 N89036'54"w 226.59' O G I ' 1 1 c a FND#4 REBAR w11" �, n N89°36'S4"w 224.2T L?I LQT 0 LL LL ORANGE PLASTIC PLS 37899 o' N 0 4500 sq.ft. d' �J S89°36'54"E _ MOL_LE_R STREET _ S89°36'54"E _ 0 UJ I S89°36 54"E FND#4 REBAR w11" (M) N89°19'45"W* 100.00 ti - 168.69' -- - - (57' PUBLIC ROW) 311.26' I 100.00' ORANGE PLASTIC CAP (R)S89-53-50-W 100.00' o ` c Co 1 0 PLS 37899 C142a.aa' 589°36'54"E 126.89' C, S89°36'54"E 224.26' N c6 uj i LOT 8 ,` FND NAIL 8,1" TRACT A 15'UE f TRACT D 15'UE I 4500 sq.ft. [V v a BRASS WASHER S89°36'54"E f PLS 37$99 S89°36'54"E 119.90' f S89036'54"E 110.00' S89°36'54"E 110.00' I 1fl0.Ot]' r 20'IRRIGATION EASEMENT I I I I I I � V `° FOR FUTURE CITY OF v LOT 13 1 o i Q I LOT 5 0 LOT 6 T DE c N d N FORT COLLINS PARKS DEPT. � 5995 sq.ft. 1 28.5'-+-'�28.5' I 4951 sq.ft. 4$5Q sq.ft. P.)1� Q Ui LOT 9 � � o IRRIGATION LINE q h l i I i q � co I 4500 sq.ft, [13 SEE SHEET 4 4S tAo '" l c -I V-VEN I RIN( - 09 \m 7 gecof PRELIMINARY Robert C.Tessely 3 Colorado Professional Land Surveyor No.38470 For and on bcWf of EPS Group,Inc. Of 4 Sheets WILLOX FARM SUBDIVISION q c . 0 %= UgQ A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 2 , TOWNSHIP 7a 1= NORTH , RANGE 69 WEST OF THE NTH P . M . , CITY OF FART COLLINS , COUNTY OF LARIMER, STATE OF COLORADO o c O o w >0 E SEE: SHEET 3 v 0 Wi � a1_ OE a :~ .� " E ! ' 110.QQ' I C) of (7 any 1004 t A - NU9-;Jb*S4"W 100.00. N ti I 589°36'54"E o 0 w I I I 100.02, SUE I Q b o x 10Q.oa LOT 1 I r� o o �, - s'uE s'uE - o CID o 04 cj LOT 14 LOT b 1 6 � 5504 sq.ft. m LOT 1 o u7 ;`� 4500 sq.ft. U) m _ I a I 1 z I q' 449s sq.ft. � q w Rr � m � I N8,9 3654"W N89°36'54"W o + 4l] Z , N rn 45oa sq.ft. _ _ _ _ N39 36'S4"1JV 1 aQ.4(? N89°36'55 W 100.00 o 589°36`54"E CD o _ d 131.81` UTILITY EASEMENT 110,00, C43 C37 1V89365f"W_1 UE 5.22' z 100.00 N 90.00' L 30.00' 106-59' 54.28' <� FND#4 REBAR W11" N69°36'S4"W 226.59' �' N89°36'54"W 224in V .2T '� C" LOT 7 " c o6 ORANGE PLASTIC CAP N o 1 45flfl s .ft. - - _ - - - Z z N PLS 378ss S8s°36'54"E MOLLER STREET S89°36'54"E _ N _ 1 S69°36'54"E �- M N89°19'45"W 100.00 168.69, 311.26' FND#4 REBAR WI1- ( ° y (5`l PUBLIC ROW) I 100.00 ORANGE PLASTIC CAP (R) Sas 53 50'W 1 aflAO c? � are c6 � LEGEND PLS 37899 `� S89'36'54"E 126.89' N ry S89'36'54"E 224.26' L I LOT 8 �; o a- FND NAIL&1" - ° ° N 1 - - EXISTING EASEMENT LINE PLS 37$99 i Sa9 36'S4"E 119.90' I 5s9°36'54"E 110.00' sag°36-54"E 110.00' I 100.Q0, 20'IRRIGATION EASEMENT o f o a - - PROPOSED CENTERLINE W E z FOR FUTURE CITY OF LOT 13 I o o Q I N w W FORT COLONS PARKS DEPT. 6 L6 I LOT 5 LOT 6 3'DE I ; b kn LOT 9 Jj us 5995 sq.ft. I v P I EXISTING RIGHT-OF-WAY =w IRRIGATION LINE q "' 28.5' 28.5' I 495fl sq.ft. f 495fl sq.ft }I 4500 sq.ft. ua PROPOSED RIGHT-OF-WAY 1�- s V UE -- S89°36'54"E - _ S89°36'54" k=XkSTING 20'PRIVATE DRAINAGE i -- w - - S8s°36'54"E [] 0 PRIVATE"WALKING AND BIKING S89°36'S4"E 119.9Q' 110.00' -110.QQ'� 1QQ.OQ' BOUNDARY LINE w _ ACCESS TO SOFT GOLD PARK" I �- 9'UE - s'uE I 2$.5' -l�2$.5" I EASEMENT TO KAFKA o ' 0 3'DE(TYP.) a LOT 10 o LOT LINE 1 o rco T"6 o LOT 7 � �REC.NO.20150068972 ca ui LOT`� Sri Ln Lo in 4500 sq.ft. 0'• LOT 12 '� b q' 4n SECTION LINE AND 20150068973 a o I o 1 495fl sq.ft. I � � � 4950 sq.ft. 'r w I I � u' 5995 sq.ft. ' o $ e - u7 I S89 36 54 E I f° C) S89°36'54"E v S89°36'54"E - a o " FOUN❑PROPERTY CORNER r I 589°36S4"E ! v I N nn ui - M N w 11 O.DO N ( - J -11 a.QQ' - - N 10Q.QQ' AS DESCRIBED N o N ZN I I04 N �I N O N f7'UE 0 r V CD 119.90 1 fl - o! - o I o z [� CALCULATED P{751TIS3N ONLY CD. 4 UNPLATTED � ! �I LOT 3 � � LOT 8 LOT 11 W CJ (0 wQ LOT 11 w a 4950 sq.ft. a 0 4950 sq.ft. * S w .-- I-� 9'uE 4500 sq.ft.Ln FOUND SECTION CORNER - "� �r 5995 sq.ft. tY 64 589°36'54"E U ;` - - _ 589°36"54"E - o - N [� 589°36`54"E I LU AS DESCRIBED 1 I S89°36'S4"E 1 a I 110.00, © � � i 110.00'- - - � !0L 100Aa' UE UTILITY EASEMENT C) 119.90, w U ''1 © p 9"UE o S'U � DE DRAINAGE EASEMENT LO z 16.02- W _j LOT 2 u; H Ui LOT 9 � CL m N I LOT 12 FND#4 REBAR W11" 41 0 r �] I 4950 sq.ft. `� U 4950 sq.ft. ° ORANGE PLASTIC CAP (� I q Q q {U) Z 1 4534 sq.ft. a - AE ACCESS EASEMENT Q L5 502$ Q I LOT 10 f d w I S89*36'54"E I - ` _ 589°36-54"E �. .-. 0 CL Ln� ° i fn Lo 5957 sq.ft. r. _ - _ , S89 36'S4'E CID n o CID ROW RIGHT OF WAY q' U , H 110.00 -110.00 I- �` �" 100.98' a LU S89°36'54"E U �I oI 6 UE o IC I G3 n1 (M) MEASURED BEARING/DISTANCE 116.50' C73 i L6 1 LOT 1 ; �; LOT 10 I, U)i 1 LOT 13zo r i v d v v �Cq -t co `a9 (R) RECORDED BEAFUNGIDISTANCE 119 s UE U 495fl sq.ft. 4950 sq.ft. n� 4520 sq.ft. Q �- v 00 N I Ns9°36'S4"w 11 a.aa' I N8s°36'54"w 11Q.oQ' ° " _1 21 LOT 9 U 3.5Q sag 3654E u ° 04 La 0) LO " "'• L 9 . ti IV uE 3,50' r I - 100.02' ¢ a T Eli, a r N89°36'54"W 231.26' ay o � n LOT 14 HICKORY VILLAGE Lill1 N7`�° 56� �� O, N t� 4538 sq.ft. � d 0 Al �o c�, SAINT GRACE STREET Sr�9°36'54"E { - N89036'54"W SUBDIVISION z Z In N89'1900"W V UE Cars (57' PUBLIC ROW) 231.28' _� - 97.24' CL to 1o.0a' � �' 6a N59°31'40"W N a z C14 589036'54"E 1 D6.22' --'l© Z o LOT 8 c' C13 9.QQ' NORTH 0 ry 7557 sq.ft '- ° C67 - -So.Qo� _ 40.07'J C65 � I ,?`0 qy ' C69 r �16.15" C66 `C64 - G6 S27°17'27"E Q rn c°3 n C68 s UE , I � 22.39 UNPLATTED " �'°` �'�`� 50 0 50 100 150Feet co \ }w uu (a CID �' _ ( IN U-S. SURVEY FEET /-y �] C 1 inch = 50 ft. � C� M LOT 3 O F e O LOT 7 o LOT 5 N r LOT 4 N r LOT 2 n T 7998 sq.ft. LC7T 6 r 5554 sq.ft.g r 5613 sq.ft.b 5636 sq.ft.v LOT 1 I 6712 sq.ft. z r 5698 sq.ft. z 0 5675 sq.ft. !fitz o I ° d D 4prrs a 02, B�LOCC 3 V UE z N89°25'45^W Ns7 Q3'05"W - 1^ -N88°20'24"W- S81°56'51'W N82°12r I 50.00, 50.05' 56"Vy Sas°QQ°24"W r��. v 74,95' 50.56 50.42' S0,01' V J 0 0 EXISTING 20'PRIVATE DRAINAGE ►< 1 $PRIVATE"WALKING AND BIKING ACCESS TO SOFT GOLD PARTS" 0 Dr. EASEMENT TO KAFKA I REC,NO.20150068972 TRACT A 00 0 AND 20150068973 DE,UE,AE J 1 30'IRRIGATION EASEMENT 212,814 sq.ft. ar) FOR FUTURE CITY OF 4.880 a c- 1,/11 FORT COLLINS IRRIGATION LINE CENTER-NORTH PARKS DEPT. IRRIGATION 1116 CORNER SECTION 2 G N44°22'26W FND#6 REBAR WITH _\'�h 255.78' 2 112"ALUMINUM CAP U. 46.93' ILLEGIBLE 15'UTILITY 8r ACCESS ALIGNMENT 0 TO BE DEDICATED (M) N890 19'45"W 65 7.7'6' 7s � BY SEPARATE DOCUMENT LL L CENTER-EAST-NORTHWEST r 3V DRAINAGE ALIGNMENT (R)S89053'50"W 662.52' Lt - - - - REC.NO. TBD 0 SIXTY-FOURTH CORNER TO BE DEDICATED SECTION 2 `r BY SEPARATE DQeIJklEWT�m LOT 1 FND#6 REBAR WITH I REC.NO. -'pia 3 114"ALUMINUM CAP STAMPED LS 38106,2014 I LAKEWOOD ESTATES MOBILE ,� J 1 HOME PARK SUBDIVISION 30°UTILITY 8 ACCESS ALIGNMENT > > �.., (SOFT GOLD PARK) TO BE DEDI /1 1 ( P BY SEP NT I REC.N67 TBD I / I v / \O a O� VAO ? \0? 0ss Sheet \ G PRELIMINARY Robea C.Tessely 4 Colorado ProfessiorW Land surveyor No.38470 For and on behalf of'EPS Group,Inc. EOf Sheets (D 4-1 FINAL UTILITY PLANS FOR WILLOX FARM A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 2 , TOWNSHIP 7 19000 NORTH , RANGE 69 WEST OF THE 6TH P . M . , CITY OF FORT COLLINS , COUNTY OF LARIMER, STATE OF COLORADO 0 .0 co o SEPTEMBER 2024 CONTACT INFORMATION SHEET INDEX PROJECT TEAM: 1 CS1 COVER SHEET STREET SHEETS OWNED/APPLICANT 2 CS2 GENERAL & CONSTRUCTION NOTES 33 - 34 R1 - R2 SAINT THERESE STREET PLAN & PROFILE Capri Colorado Holdings, LLC James Righeimer 3 CS3 EROSION CONTROL NOTES 35 R3 SAINT GRACE STREET PLAN & PROFILE o 4040 MacArthur Blvd. Suite 250 Newport Beach, CA 92660 4 EX1 EXISTING CONDITIONS & DEMOLITION PLAN 36 R4 SAINT JOSEPH STREET PLAN & PROFILE z N— , ' LAEM UTILITY SHEETS 37 R5 SAINT JEROME STREET PLAN & PROFILE - CU) � o > PLANNER/ 160 5 OU1 OVERALL UTILITY PLAN 38 R6 MOLLER STREET PLAN & PROFILE ` ` " �_� ` S� �o O v T C w W W Io LANDSCAPE ARCHITECT � � ��" z� \. (n W LL_�i T\J . Kristin Turner 6 - 9 U1 - U4 UTILITY PLANS 39 R7 WEST WILLOX LANE - RIGHT FLOW LINE PLAN & PROFILE o E 0 0 i o i44 GMouptain Avenue o�U Berthoud, Colorado 80513 10 - 12 SS1 - SS3 SANITARY LINE A PLAN & PROFILE 40 - 42 R8 - R10 WEST WILLOX LANE (ULTIMATE) PLAN & PROFILEz (970) 532-5891mHICKORY STREET— \\\ u)o �� H �O 13 SS4 SANITARY LINE A7 PLAN & PROFILE 43 SG1 WEST WILLOX LANE INTERIM STRIPING PLAN OOOYOOO PROJECT SITE ENGINEER 14 SS5 SANITARY LINE A10 PLAN & PROFILE 44 SG2 WEST WILLOX LANE ULTIMATE STRIPING PLAN 0o EPS Group, Inc. I Northern Engineering Services, Inc. 6,b- LOCATIONEPS Amanda Poincelot 15 WT1 WILLOX WATER LINE PLAN & PROFILE 45 - 46 XS1 - XS2 WEST WILLOX LANE INTERIM CROSS-SECTIONS w 1 � E 301 North Howes Street, Suite 100 LLJ o O uz� NORTHERN I H t �I — — I�kT17G1 Fort Collins, Colorado 80521 OO GROUP ENGINEERING (970) 221-4158 16 WT2 WATER LINE A PLAN & PROFILE 47 48 INT1 INT2 INTERSECTION DETAILS =W L= 17-18 WT3-WT4 WATER LINE B PLAN & PROFILE DETAIL SHEETS oZ zW o SITE SURVEYOR 19 WT5 WATER LINE C PLAN & PROFILE 49-50 D1-D2 WATER DETAILS VICINITY MAP EPS Group, Inc. I Northern Engineering Services, Inc. NORTH 1"=2000' EPS Bob Tessely, PLS 20 WT6 WATER LINE D PLAN & PROFILE 51 D3 SANITARY SEWER DETAILS w _ 301 North Howes Street, Suite 100 r NORTHERN Fort Collins, Colorado 80521 21 WT7 HICKORY WATER LINE PLAN & PROFILE 52-55 D4-D7 DRAINAGE DETAILS ■■, '� OUP ENGINEERING (970) 221-4158 PROJECT BENCHMARKS: 22 ST1 STORM DRAIN A PLAN & PROFILE 56-57 D8-D9 SITE DETAILS w PROJECT DATUM: NAVD88 GEOTECHNICAL ENGINEER Earth Engineering Consultants, LLC 23 ST2 STORM DRAIN A4 & A5 PLAN & PROFILE DRAINAGE SHEETS ' J City of Fort Collins Benchmark NO. 9-07. David A. Richer, PE co W Southeast corner of Shields ST. and Willox Lane on the South east wingwall of 4396 Greenfield Drive 24 ST3 STORM DRAINS B & C PLAN & PROFILE 58 - 60 EC1-EC3 EROSION CONTROL PLANS the bridge over an irrigation ditch. t Windsor, Colorado 80550 N U) ELEV.=4999.15 (970) 545-3908 N z 25 ST4 STORM DRAIN D & F PLAN & PROFILE 61 EC4 EROSION CONTROL DETAILS U In Benchmark atthej1. - 26 ST5 WILLOX STORM DRAIN PLAN & PROFILE 62 DR1 HISTORIC DRAINAGE EXHIBIT In Fort Collins, at the junction of U.S. 287 and Bristlecone Drive, 59.4 meters o (194.9 ft) east of the north bound lanes of the highway, 14.7 meters (48.2 ft) North of the center of the drive, and 1.1 meters (3.6 ft) north of a utility pole and 27 ST6 WILLOX EAST STORM DRAIN PLAN & PROFILE 63-64 DR2-DR3 DEVELOPED DRAINAGE EXHIBIT w o powerline crossing the drive, Note--access to the datum is through a 5-inch logo N Q ) cap. ELEV.=4977.81 UTILITY CONTACT LIST: * GRADING SHEETS QQ z c c)\ Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding UTILITY COMPANY PHONE NUMBER 28 OG1 OVERALL GRADING PLAN co z EL developments have used NGVD29 Unadjusted for their vertical datums. GAS-----------------Xcel EnergyStephanie Rich 970 225-7857 If NGVD29 Unadjusted Datum is required for any purpose, the following p ( ) 29-32 G1-G4 GRADING PLAN m ELECTRIC-------- City of Fort Collins Light& Power-- Cody Snowdon (970)416-2306 equation should be used: CABLE------------- Comcast---------------------------------- Marcus Petty (720) 275-0572 LUMEN o m NGVD29 Unadjusted = NAVD88 - 3.18' W o z z TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 I c� WATER------------City of Fort Collins Utilities----------- Wes Lamarque (970)416-2418 0QLLL� � w Basis of Bearings WASTEWATER--City of Fort Collins Utilities----------- Wes Lamarque (970)416-2418 Assuming the North line of the Northeast Quarter of the Northwest Quarter of STORMWATER- City of Fort Collins Utilities----------- Wes Lamarque (970)416-2418 APPROVED: Section 2, Township, 7 North, Range 69 West of the 6th P.M., as bearing North REPRESENTATIVE 89'33'13" East. *This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for DATE: the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for FIELD SURVEY BY: locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of f� Colorado(UNCC)at 811 for additional information. Original Field Survery: Additional Field Survey: Northern Engineering Majestic Surveying LARIMER COUNTY ENGINEERING Project No. 987-012 Project No. 2020351 APPROVAL Date: November 2019 Date: November 2020 Additional Field Survey: Additional Field Survey: APPROVED: COUNTY ENGINEER Northern Engineering Majestic Surveying DATE: Project No. 987-012 Project No. 2020351 Date: May 2020 Date: April 2022 o SUBSURFACE EXPLORATION BY: TYPICAL SECTIONS ~CITY OF GREELEY The City's acceptance shall not relieve the design engineer's< responsity for errors, UJ Earth Engineering Consultants, LLC the Cityibileld harmless.omissions,or design deficiencies for which is n/ I I I Preliminary Subsurface Exploration Report Proposed Residential Development Willox FarmLL �/� Larimer County, Colorado V J E EEC Project No. 1212027 x Date: May 6, 2021 WATER/SEWER CHIEF ENGINEER DATE: a 2 LANE ARTERIAL 2 LANE ARTERIAL UJ N Additional Subsurface Exploration: (INTERIM WEST WILLOX LANE) (ULTIMATE WEST WILLOX LANE) J \ Earth Engineering Consultants, LLC RESIDENTIAL LOCAL NORTHERN COLORADO — / Additional Subsurface Exploration / 30' FL - FL ±40, EOA - FL 52, FL - FL WATER ASSOCIATION O o Geothechnical Engineering Report ROW ROW EX.ROW SECTION LINE ROW Proposed Willox Farm Residential EXISTING 30'HALF ROW 42'HALF ROW 84'ROW(MIN.) V Development (Larimer County Parcel #970220003) 5 57'ROW(MIN.) 5 10' 10' DATE: REPRESENTATIVE `z Larimer County, Colorado WALK WALK 10 5' EEC Project No. 1212027 (MIN) 30'ROADWAY (MIN) 46'ROADWAY PKWY. PKWY. PKWY. r 52'ROADWAY 5 Date: April 13, 2022 8.5' 8.5 (MIN.) WALK (MIN_) (MIN.) o, PKWY PKWY w (MIN.) �M (MIN.) (MIN.) CERTIFICATION STATEMENT - o ,5' UTIL. ,5' City of Fort Collins, Colorado o UI s' UTILITY PLAN APPROVAL s I hereby affirm that these final constructing UTIL. 9' UTIL N 11' 10' 11' �i] ESMT. ESMT. 11 10, 11' ESMTUTIL plans were prepared under my direct ESMT. APPROVED: CALL UTILITY NOTIFICATION CENTER OF ESMT. 16' 6' 6' T 3' 3' T supervision, in accordance with all COLORADO TRAVEL CENTER TRAVEL - TRAVEL CENTER TRAVEL 6 City Engineer: Approved Sheets Date N applicable City of Fort Collins and State of TRAVEL BIKE WALK BIKE BIKE WALK APPROVED: Colorado standards and statutes, a I PARK PARK LANE (MIN.) LANE LANE (MIN.) Water B Wastewater Utility Approved Sheets Date ad orespectively; and that I am full 7' r �� o ------ -------------------- - p Yr Y ------ V l'�-------- — � ___ ____ APPROVED: - ------------- ---_-_-_-_----- ----------------------------------- Z responsible for the accuracy of all design, v�y w BIKE BIKE Stormwater Utility Approved Sheets Date a revisions, and record conditions that ITIE TO LANE LANE z ri �29/6 MIN. EXISTING 1.5%-4.0% BUFFER 2%MIN. BUFFER APPROVED: w have noted On these plans. CROSS-SLOPE CROSS-SLOPE CROSS-SLOPE Sheet X Park Planning and Development Approved Sheets Date Know what's below. z N APPROVED: Call before you dig. J CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU Traffic Operations Approved Sheets Date CS1 DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. APPROVED: Environmental Planner Approved Sheets Date 1 of 64 -) 1 A. GENERAL NOTES 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these B. Street Improvement Notes OWN 0-4 drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer D County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort clarification, and annotate the dimension on the as-built record drawings. prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall Collins. be submitted for approval prior to placement of any asphalt. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. specifications, and a copy of any permits and extension agreements needed for the job. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. IN, �__ any work shown in these plans. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the subgrade has been inspected and approved by the City of Fort Collins Engineer. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins d- beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer. 5. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. C: o Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2)for the project as well as 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing .5 a) demands which may arise from any errors and omissions contained in these plans. the basis of bearings. The information shall be as follows: street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 01� 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay 5. All storm sewer construction, as well as power and other"dry" utility installations, shall conform to the City of Fort Collins standards and PROJECT DATUM: NAVD88 shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not 00 specifications current at the date of approval of the plans by the City of Fort Collins Engineer. cut the new asphalt overlay work. City of Fort Collins Benchmark NO. 9-07. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of Southeast corner of Shields ST. and Willox Lane on the South east wingwall of the bridge over an irrigation ditch. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The ELEV.=4999.15 per the Right-of-Way Work Permit traffic control plan. Developer shall be responsible for unknown underground utilities. NGS Benchmark V-401. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning In Fort Collins, at the junction of U.S. 287 and Bristlecone Drive, 59.4 meters (194.9 ft)east of the north bound lanes of the highway, 14.7 Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch/ irrigation company) are to be meters (48.2 ft) North of the center of the drive, and 1.1 meters (3.6 ft) north of a utility pole and powerline crossing the drive, Note--access z located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be to the datum is through a 5-inch logo cap. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full _J the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. ELEV.=4977.81 depth section is proposed)or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll"will be required. _ � The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single o U`o � a)� E 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll"vehicles shall not travel at speeds greater than _ ° E E w utility crossings required. their vertical datums. 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Cf. ��, D o 0� W L >,C N W T" Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be o 0)Q) 6.2 N o 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: notified at least 24 hours prior to the "proof roll."All "proof rolls" shall be preformed in the presence of an Inspector. U ' ° - "a = Q `.E O L O O E - Q) to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. NGVD29 Unadjusted = NAVD88- 3.18' C,-0� � °' a.� C. Traffic Signing and Pavement Marking Construction Notes N o o o10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is Basis of Bearings � °a c�W accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all Assuming the North line of the Northeast Quarter of the Northwest Quarter of Section 2, Township, 7 North, Range 69 West of the 6th P.M., 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction , parties affected by any disruption of any utility service as well as the utility companies. as bearing North 89°33'13" East. Notes listed here. 3 E 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. 41. All stationing is based on centerline of roadways unless otherwise noted. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. m0 Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a 9 X pre-construction meeting may be required prior to commencement of any work. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. z =z landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like W� '= 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary kind at the Developers expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. W =a sewer should be constructed prior to installation of the water lines and dry utilities. issuance of the first Certificate of Occupancy. �, `_ s� 5. All lane lines for concrete pavement should be epoxy paint. � '0 Z 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing C:�= - Utility. street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement i MW o accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 0 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, ~ discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. a, a and/or the City of Fort Collins Inspector at the time the cuts are made. r 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. C3 Cn Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before ou 0 construction, or to the grades and condition as required by these plans. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. W w a 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite W drainage facilities shall be the responsibility of the property owner(s). 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. - W 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified W submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two workmanship defects for a minimum period of two years from the date of acceptance. during the field inspection must be corrected before the 2-year warranty period will begin. �0 weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the V 1_:N�, Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. o J Development Agreement. structures and pipes, for the following private streets: N.A. m o 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 0 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, 48. Approved Variances are listed as follows: o whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the 1) N/A 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an L+, CONSTRUCTION NOTES unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the It T) 19. All recommendations of the Final Drainage Report dated April 12, 2024 by Northern Engineering shall be followed and implemented. requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). � z c A. Grading and Erosion Control Notes �� Q Q �D_ 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be 1. The erosion control inspector must be notified at least twenty-four(24) hours prior to any construction on this site. 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail o o 0 z CL d maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 16. Contractor is responsible for removing all anchors, posts, signs and/or delineators in Construction area. Contractor may keep the signs, or call the 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must City Traffic Division to have them removed. m be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity(stockpiling, stripping, grading, etc). All 17. No "Reset" anchors, posts, signs, and/or delineators will be accepted. �L:N o m the the City of Fort Collins street inspector. other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project 18. All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS criteria. C)o L schedule, construction plans, and erosion control report. o r Fn Q Q Q 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit D. Storm Drainage Notes a_rn o z o z is obtained, if applicable. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The control facilities shown herein. drainage facilities shall be the responsibility of the property owner(s). Developer shall notify the the City of Fort Collins Inspector(Fort Collins -221-6605)and the City of Fort Collins Erosion Control Inspector(Fort Collins-221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the 2. All recommendations of the Final Drainage Report dated April 12, 2024 by Northern Engineering shall be followed and implemented. the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work area(s) required for immediate construction operations, and for the shortest practical period of time. in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by improper installation. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30)days before required temporary or permanent Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. Development Agreement. results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may co use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be 7. In order to minimize erosion potential, all temporary (structural)erosion control measures shall: 4. See City of Fort Collins Stormwater Criteria Manual-Appendix F Construction Control Measures Standard Notes and Standard Erosion Control W prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement Notes. of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final a. Be inspected at a minimum of once every two (2)weeks and after each significant storm event and repaired or reconstructed as necessary in report. order to ensure the continued performance of their intended function. E. Utility Notes O b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 1. All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of z all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to construction. the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and O� 7 gresolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. debris from all drainage infrastructure and other public facilities. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water J utility. Q O Q 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of ILL / purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the way, and make sure streets and walkways are cleaned at the end of each working day. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. �/ Q. N I property lines and marked so as to reduce the excavation necessary for building connections. 0 W 0 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The U 0 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for cause their release into any waters of the United States. HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be J z C roads within these districts. installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City J 8- 11. No soil stockpile shall exceed ten (10)feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, Water Detail 11A. \ I 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the and perimeter silt fencing. Any soil stockpile remaining after thirty(30)days shall be seeded and mulched. S o Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. INFILL AND REDEVELOPMENT NOTE N 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and 1100 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree before turning the maintenance over to the City/County or Homeowners Association (HOA). A. Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and removal requiring a permit. redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly Z 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when } 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, the arise. The process and procures should be in lace prior to excavation. Allowances and contingencies can address the cost implications, but O g P P P Y � 9, 9, 9, Y g Y p p P P g P Refer to OSHA Publication 2226, Excavating and Trenching. chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work. 5 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of NI Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and SOFT GOLD PARK NOTE be responsible for providing any and all traffic control devices as may be required by the construction activities. located at least fifty (50)feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. A. The Developer shall notify PPD staff immediately if any damage to existing infrastructure in Soft Gold Park not identified in the development 0 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic construction planset occurs during construction. The developer shall be responsible to restore damaged infrastructure at their cost. PPD staff must CALL UTILITY NOTIFICATION CENTER OF " ^ Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever inspect and accept all restored/re_built infrastructure prior to acceptance. COLORADO sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. measures are determined necessary, as directed by the City. , W ADDITIONAL NOTES • W � 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's 16. For additional information see separate Stormwater Management Plan/ Erosion Control Report for Willox Farm. local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and A. 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 X from the Development. 17. A Vehicle Tracking Control Pad shall be installed whenever it is necessary for construction equipment including but not limited to personal vehicles the activities, sights, sounds, and smells of agricultural operations as a normal and necessary aspect of living in a rural or agricultural sector. State Sheet o exiting existing roadways. No earthen materials, i.e., stone, dirt, etc., shall be placed in the curb &gutter or roadway as a ramp to access temporary law provide that ranching, farming, or other agricultural activities and operations shall not be considered to be nuisances so long as operated in Know what's below. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site stockpile(s), staging area(s), construction material(s), concrete washout area(s) and/or building site(s). conformance with the law and in a non-negligent manner. Therefore, all must be prepared to encounter activities, sounds, odors, lights, mud, dust, Call before you dig. CS2 construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins. smoke, chemicals, machinery on public roads, livestock on public roads, storage and disposal of manure, and the application by spraying or CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU otherwise of chemical fertilizers, soil amendments, herbicides, And pesticides, and one or more of which may natural) occur as a art of legal and DIG,GRADE,OR EXCAVATE FOR THE MARKING OF p Y Y p g UNDERGROUND MEMBER UTILITIES. non-negligent agricultural operations. 2 Of 64 a1 41 STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS) 30. No soils shall remain exposed b land disturbing activity for more than thirty 30 days after activity has ceased before required temporary tackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly Installed or have weathered or degraded D P Y g Y Y( ) Y Y q p rY P Y q p PP P P Y g seeding or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; before vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1 V shall be stabilized with an OWN General Erosion Control Requirements this includes any project that is temporarily halted and no immediate activity is to resume within the next thirty (30)days, unless otherwise erosion mat or approved equal to ensure seed will be able to germinate on the steep slopes. During a season when seeding doesnot approved by the City Erosion Control Inspector. During a season when seeding does not produce vegetative cover, another temporary produce vegetative cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanent These notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater erosion control shall be implemented with or until temporary seeding or permanent erosion control can be performed. erosion control can be performed. Criteria Manual (FCSCM), and that any conflict is resolved by the more stringent requirement controlling. 31. All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to 56. The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent(70%) 1. The Property Owner, Owner's Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the the front yet on those cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street, vegetative cover has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual developing entity(here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control those individual lots will need protection on that down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details Chapter 4: Construction Control Measures. Criteria set forth in the Manual as an attempt to identify erosion, sediment, and other potential pollutant sources associated with these for further clarification. Construction Activities and preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements and are 57. The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been outlined and clarified in the Manual under Chapter 4: Construction Control Measures and should be used to identify and define what is Vehicle Tracking obtained.All Control Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed needed on a project. from the site. When any Control Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment and 32. At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.) debris from that Control Measure. At the point at which the site has been deemed stabilized and verified by City Erosion Control Inspector, 2. The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the shall have installed at least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate all temporary Control Measures can then be fully removed.All measures shall be removed within 30 days after final stabilization is achieved. Development Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials are perimeter control shall be considered a point where vehicles exit the site. Access points should be limited to as few entrances as possible o O applicable to this project. (All perimeter areas shall be protected from tracking activities). 58. The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1) stabilization has been reached and 2)all Control Measures and/or BMPs have sediment materials collected and the Control Measure Q) 3. The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final 33. In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is removed from the site. At that time the site will be considered completed and any remaining Erosion Control Escrow shall be returned to the stabilization of the construction site. required. All inlets located near access points and affected by tracking activities shall be prevented from the introduction of sediment into the appropriate parties. drainage system. 4. The City Erosion Control Inspector shall be notified at least twenty-four(24) hours prior to the desired start of any construction activities on this site to allow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request) 34. City Municipal Code§20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city that the site is in fact protected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those streets by or from any source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private Initial Erosion Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin without property if there is a significant potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional or delay. Failure to receive an on-site confirmation before construction activities commence is an automatic"Notice of Violation"and can result inadvertent)are not permitted to remain on the street or gutter and shall be removed and legally disposed of by the Developer in a timely in further enforcement actions. and immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of code and shall not be permitted in the street right of way(public or private). 5. The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward o properties. This includes but is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams, 35. If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City Erosion z rivers, and utilities that are not designed for removal, relocation, or replacement in the course of construction. Control Inspector. a 6. At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired, Loading and Unloading Operations L o �, - c replaced, and ultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a _�_0 � Lresult of construction activities associated with this project. 36. The Developer shall apply Control Measure to limit traffic(site worker or public) impacts and proactively locate material delivered to the site ` , w TV) in close proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle ° ° ° °7. AII applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction tracking, and sediment deposition that could impact water quality. o E-O.F+� Eactivities commencing. Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals ° o- ° C8. As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in �a c�w addition, or different, to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures 37. Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.)shall be inspected for any residue coming off the material during that are most effective with the current state and progress of construction. The Developer shall implement whatever measures are routine inspection and will generally be located where practical at least fifty(50)feet from any permanent or interim drainage ways. 3 determined necessary, and/or as directed by the City Erosion Control Inspector. The Developer shall insure that all Erosion Control Plans E (Maps)or SWMP documents are updated to reflect the current site conditions, with updates being initialed and dated. These site inspections 38. Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater 0 o and site condition updates shall be made available upon request by the City. (lubricants, fuels, paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.)should not be kept on site where =- practical. When not practical, they should be stored inside (vehicle, trailer, connex, building, etc.)and out of contact with stormwater or 0"X 9. All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents stormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), and (710 (Including but not limited to the erosion control reports, development agreements, landscape, and drainage materials)shall meet or exceed sealed (leak proof container) in secondary containment location. The secondary containment or other Control Measure shall be adequately W w a the most restrictive language for City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution sized, located, where practical, at least fifty (50)feet from any permanent or interim stormwater structures or drainage ways and shall be source Control Measures. The Developer shall be responsible to comply with all of these aforementioned laws and regulations. monitored as part of the routine inspections. `o 0 10. The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Vehicle and equipment maintenance and fueling o Activity, Dewatering, Clean Water Act, Army Corps of Engineers'404 Wetlands Mitigation Permit, etc.) have been attained prior to the U) relevant activity has begun. These permits or copies shall be made available upon request by the City. 39. Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel storage areas. This area shall be located, where practical, at least fifty(50)feet from any permanent or interim stormwater structures or - 11. The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and drainage ways and shall be monitored as part of the routine inspections. All areas shall keep spill kits and supplies close. W1 w self-inspections, etc. of the Control Measures involved in the construction activities. � o Significant Dust or Particulate generating Process 0 0 12. The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the site or site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control 40. The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities.All land W a Inspector will not be responsible for any explanations, interpretations, or supplementary data provided by others. disturbing activities that result in fugitive dust shall be in accordance with Municipal Code§12-150 to reduce the impacts to adjacent properties and community health.All required practices shall be implemented and additional ones shall be followed. These practices include - 13. All Control Measures shall be installed in accordance with the Manual. watering the sites and discontinuing construction activities until the wind subsides as determined by any City Inspectors. Concrete truck/ equipment washing, including the concrete truck chute and associated fixtures and equipment W 14. The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal to� authority. 41. All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These �- Control Measures shall be located, where practical, at least fifty (50)feet from any permanent or interim stormwater structures or drainage N z 15. As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot ways and shall be monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash from o be justified. In these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the leaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measure Manual. shall be implemented. These Control Measures shall be frequently cleaned out. 0 16. Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks 42. The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not during construction and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained by washing or dumping wash water on to the dirt or other uncontrolled locations. w o the contractor. N Q Dedicated Asphalt and concrete batch plants c�•i I;, z 3 L�j17. All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their a Q intended function. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and 43. Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed o o 0 z CL d location so as not to cause their release into any drainage way. written request and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants 18. Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater that is to be used on site. m protection than the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms)Wattle o m alone on commercial construction sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied Concrete Saw Cutting Materials C)o z z by a construction fence to prevent vehicle traffic. -0r U5 Q Q Q 44. Saw cutting material shall be in accordance with Municipal Code§12-150 for air emissions and all water applications to the saw cutting shall W rn o z o z 19. Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require prevent material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all the review and acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control material and shall have proper and legal disposal. Measures' details shall be submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance with sound engineering and hydrological practices Waste Materials Storage and Sanitary Facilities Land disturbance, Stockpiles, and Storage of Soils 45. Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty(50)feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of 20. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be the wind and covered as able. Where not able to cover, locating said areas on the side of other structures to reduce exposure to winds, and preapproved by the City. Disturbances beyond these limits will be restored to original condition. follow maximum loading guidelines as marked on the container. The Developer is required to practice good housekeeping to keep the construction site free of litter, construction debris, and leaking containers. U1 21. Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetation W shall be limited to the area required for immediate construction operations, and for the shortest practical period of time. This should include 46. Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These sequencing and phasing construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading facilities shall also be located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material to small areas. This should also include when practical advancing the schedule on stabilization activities such that landscaping takes place transport from leaving the local area. This consists of the facility being located,where practical, at least fifty (50)feet from any permanent or shortly if not immediately after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilized interim drainage ways. O condition. Sensitive areas should avoid clearing and grading activities as much possible. Z Other Site Operations and Potential Spill Areas 22. All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to prevent materials from leaving the site. 47. Spills: For those minor spills that; are less than the State's reportable quantity for spills, stay within the permitted area, and in no way J threaten any stormwater conveyance, notify the City of Fort Collins Utilities by email at erosion@fcgov.com or phone (970)817-4770. For a 23. All soils exposed during land disturbing activity(stripping, grading, utility installations, stockpiling, filling, etc.)shall be kept in a roughened any significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has been O N condition at all times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil notified and is on route, County Health Department(LCDHE) has been notified through Larimer County Sheriff Dispatch (970)416-1985, surface until mulch, vegetation, and/or other permanent erosion control is installed. and the State Spill Hotline Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be provided to the City Q ry S within 5 days of the event.All spills shall be cleaned up immediately. L 0 24. No soil stockpile shall exceed ten (10)feet in height.All soil stockpiles shall be protected from sediment transport through the use of surface Nroughening, watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in 48. Selection of"plastic welded"erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as 00 accordance with Municipal Code§12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no these have proven to cause entrapment issues. O O a later than the completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits shall J N have a stockpile permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape to Final stabilization and project completion J M the stockpile is needed a structural tracking Control Measure shall be implemented. 49. Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of a 25. All required Control Measures shall be installed prior to any land disturbing activity(stockpiling, stripping, grading, etc.). All of the required the project and before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term erosion Control Measures must be installed at the appropriate time in the construction sequence as indicated in the approved project maintenance of those facility. O N schedule, construction plans, and erosion control report. 50. All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures. a 26. All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall beco protected with Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the 51. All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans and 5 O protection has failed, the pipes shall be thoroughly cleaned out. per City of Fort Collins standards within 14 working days of final grading. 0 27. All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction 52. Soil in all vegetated (landscaped or seeded)areas, including parkways and medians shall comply with all requirements set forth in Sections LL 5 activity through the use of Control Measures. 12-130 through 12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code. I I UI W 28. All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape 53. All seeding shall refer to landscaping plans or the Erosion Control Plans for species mixture and application rates and depths requirements. N shall have some form of effective sediment control as the, or as part of the, perimeter control. 54. All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as CALL UTILITY NOTIFICATION CENTER OF N 29. All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V)shall be protected from erosion and sediment prescribed for drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes COLORADO transport through use of Control Measures. steeper than 3(H):1(V)or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two x separate processes of seeding and tackification. a W 55. All seeded areas must be mulched within twenty-four(24)after planting. All mulch shall be mechanically crimped and or adequately applied Sheet X QA Z o Know what's below. Call before you dig. CS3 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 3 of 64 a1 NORTH 41 ows 101"41 80 0 80 160 240 Feet MATCH LINE - SEE THIS SHEET �� ■ E., E N — E E ' (IN FEET) I�/ EXISTING DOG \ 1 inch= 80 ft. SHRUB& PARKFENCE x Q 1\ ILLOXLANE i - LIM REMOVE±665 LF TRENCHITS OF SAWCUT&FOR WATER LINE 11 I\I \� TREE BOUNDARY �\ �R 1 - 1 LIMITS OF EXISTING 10' MI EXISTING III I \ \ \� EXISTING STRIPING NORTHERN COLORADO WATER BORING I I \ i EXISTING SAWCUT MOUNTAIN STATES UTILITY ASSOCIATION WATER MAIN IIIIII II II ` WETLAND \, �� EASEMENT EXISTING GAS IIII�I III I III BOUNDARYCb NORTHERN COLORADO WATER ASSOCIATION WATER MAIN EXISTING 6'CITY OF METER(TYP.) REMOVE&REPLACE REMOVE AND RELOCATE FORT COLLINS EASEMENT +^\ I co I c CD CENTERLINE OF _7 060 SF OF EXISTING CRUSHER ±9,900 SF OF ASPHALT \ \ TWO TRACK DIRT ROAD / FINES PATH TO BE REMOVED Q EXISTING SIGN � \ 100'UNION PACIFIC RAILROAD ROW EXISTING , O � ` \ ±5660 SF OF I j � \\ \ - - - - _ FIRE HYDRANT \\ \ \ EXISTING EXISTING 6' Q I I x Q)- =OH-U - OHU OHU - - - �Jf / \\ \ \ CONCRETE TRAIL OHU - -._ _ " _ \ TREE TYP.) II. --W��T W�LL�R LANE- - � - - _ -4 fr990-=_ `�'- )(. - -. \ ( TO BE REMOVED rEXISTING 60' - - - - - - - = FO \ �_- f\\ 4984 r iif ROW - - - - - - - - - - -- - _ - - - - - � � 1 \ \ SHRUB&TREE \ 100 —� — BOUNDARY(AP�iP OXIMA-4992- `TDE) � � OG —G499&— TI SOFT GOLD \\ 0 SOFT NO FTNO SURVEY DATA > BICYCLE COURSE v II PARK -- - ----------- ---GAS LINE ----------------- ------- ------� - - - --- { \\ �L \ L \1 ) ( l �/ IN THIS AREA I ( 00 ------------- / co O GOLD EXISTING UTILITY REMOVE AND 4949 ( I LIMITS OF SAWCUT& / I W POLE(TYP.) RELOCATE EXISTING OVER- I �' TRENCH FOR WATER LINE `� \\\ \ \/ L` \\ \// / O o EXISTING 12" j EXISTING R.R. HEAD LINE TO \ BORNING EXISTING 12"PVC \ 1 C J \� \� / \ 1 Q O RCP CULVERT CROSSING SIGN TO BE REPLACED I WATER LINE \\\ I f / SOFT GOLD PARK \ e� z J UNDER GROUND REMOVE&REPLACE \� FORT \ \ , \ �� / "9 ; HICKORY ST EET --- i EXISTING I \ ` ( COLLINS)) \ \\ M / EXISTING 30' EXISTING BURIED PIPE � � \ \ � \ � BICYCLE COURSE / � ®r,1s KEYMAP a MAILBOX(TYP.) REMOVE EXISTING EXISTING GAS \ \\ �\ �� / TRACK RULES C o T c c NORTHERN COLORADO I � 0� 0 �._ UTILITY POLE \ \\\ I\ /f / I ° LEGEND: > o 0 I EXISTING UNDERGROUND METER(TYP.) \\ \ \ 0 0 WATER AS 1 c� c - LU ELECTRICAL (NCWA)EASEMENT I _ U) a)o °'o 0 0 0 EXISTING I \ \ \ \\ / \ U � � L L WATER METER TYP. EXISTING FIBER(TYP.) r I � EXISTING GREELEY � \ \ / � � a. �cn c 0 c z� OPTIC CABLE II WATER LINE \ \\\\ \ - // EXISTING\ II PROJECT BOUNDARY - T o o)Q) a.2 N w o o KAFKA, AMY^ 1 / I REMOVE AND RELOCATE on ACKELSON CONNIE A. \ SOFT GOLD PARK FENCE I - - �•L o =a °c Q c•� EXISTING RIGHT-OF-WAY 0 0 L o.o E - / EXISTING OVERHEAD UTILITIES EXISTING ELECTRICAL j �\ co E±7,060 SF OF EXISTING CRUSHER \\ \ / I � � c 0 a Q, / ] TRANSFORMER I J FINES PATH TO BE REMOVED \\ �. ��ti EXISTING MAJOR CONTOUR - - - - 5015- - - - g - a,0 o� T) o a, REMOVE AND RELOCATE I UNION PACIFIC RAILROAD J \\ \\ EXISTING MINOR CONTOUR e - - o LU 0 0" 0 w EXISTING TELEPHONE PEDESTAL I EXISTING NORTHERN COLORADO WATER \� O \\\\\ EXISTING GREEN I ` EXISTING STORM SEWER F J I 0 ASSOCIATION WATER MAIN98 / HOUSES EXISTING 6'CITY OF ` 1\\ ?- EXISTING TREES(TYP.) EXISTING TELEPHONE T 3 1 FORT COLLINS EASEMENT !i O \ / f" EXISTING OUT BUILDING W \ I ±5,660 SF OF Q E EXISTING 12"PVC \ \\ / EXISTING 6' EXISTING GAS G o WATER LINE ` W I 0 O EXISTING BARBWIRE FENCE III / O \ / CONCRETE TRAIL Q EXISTING SANITARY SEWER ss (PROTECT IN PLACE) I / (FORT COLLINS) �� \ / / TO BE REMOVED I \ ' � � �_ EXISTING WATER �€� 0"x X \ L-- ----- - - /Q/ \� \` U CITY OF FORT COLLINS I �' •v°�'� / / / Q I }I� EXISTING ELECTRIC E v10 / E EXISTING FIBER OPTIC FO �w a w _ -- ---------------- 7---- -------------- ------------------------- --� EXISTING SANITARY MANHOLE / a�� x EXISTING CABLE CTv -----__-___ EXISTING 20'SANITARY SEWER EASEMENT TO BE VACATED(ENCROACHES ON PROPERTY.SEE PLAT FOR NOTES) 1 \ I ------\�----------- ---------------- - ` x 1 \o / / NO SURVEY DATA \ ( EXISTING OVERHEAD UTILITY OHE °c z ------------------------ ------------- --- \ J / / IN THIS AREA I EXISTING FENCE x zz \\ EXISTING STEEL PANELS w/WOOD / ±7,060 SF OF EXISTING CRUSHER U\ � POSTS ENCROACHES ON PROPERTY. �� �I I J EXISTING ELECTRIC VAULT DO NOT REMOVE FINES PATH TO BE REMOVED ~ SAWCUT `l' EXISTING FIRE HYDRANT a° \✓I \ �9$ //X EXISTING IRRIGATION BOX EXISTING 6'WOOD II \1 I EXISTING WATER METER zo 0 \ \�\ r \\�� \`\ \\ I \PRIVACY FENCE \I y I ( SOFT GOLD \\ J \ I EXISTING NATURAL I � J x EXISTING TELEPHONE PEDESTAL a 11 / BASEBALL DIAMOND � W \\\ \\\\\\ AREAA SIGN j) I = 9 - / EXISTING METAL FENCE POST WX PROPERTY / \\\ \\\ EXISTING TREE TYP. I'� w BOUNDARY \\\\ \\\ ( ) PEREZ DANIEL A. \\\1 \ I x / EXISTING WOOD FENCE POST � 9g8 \\\\ \\\\ I I TEST STATION �/ w to(If � - �1\\ \\ 1` \ SOFT GOLD Q . co Ld EXISTING TREES(TO REMAIN) 0 V N z \ EXISTING BARBWIRE FENCE ^ / Q ` _ III lu EXISTING COFC CATHODIC PROTECTION /� J& ~ �1 \ \ BASKETBALL COURTS // ( ) r,-1 \\ -/ PROJECT EASEMENT \ , \ /✓ EXISTING UNDERGROUND I EXISTING TREES TO BE REMOVED - ELECTRIC LINESXX °�O \\ \ \\ t (WIDTH VARIES) //lJ \ \ v� o / J/ \�\� ) F X \\\\ \ // EXISTING CRUSHER FINES TRAIL(TO BE REMOVED) O -�\ L Lg - - \\ 4987- _ - \ I / / // // / ��, -_ -�t\\ EXISTING CONCRETE TRAIL(TO BE REMOVED) I � I/ = - �� ( Z \ \ � \\�\ \ \���...111 �^ 0 \ .RESTROOMcr" S \ x \ \\\ \ \ .4987- - ✓ I _ / Y / �9 g�°f \�\ \ 1 Q _ -� I EXISTING ASPHALT(TO BE REMOVED) w o ° �9�� \ \ \� EXISTING N o Q \ I / _ v \ \ \ \\ J t\ // / / / I II // _ \ `EXISTING CONCRETE \\ \ \ PLAYGROUND l _ LIMITS OF TRENCHING WITHIN EXISTING ROAD / N w 00 Q o \ I /�- \� ��\\ �,• I / //r- - I v / /// SIDEWALK \ \ \ \ ' w � EXISTING CHAIN LINK FENCE + SHISTING RUBS&DENSETREES 1 / / � // I)Il� II ////// \ I \ \\ Q 't o^II o 4 / / / \ - / \ LIMITS OF SAW CUT - - - - - - - - - - pp N� �Q TO BE REMOVED I I / j // / I I I� I / \ \r� -I I \ \ \ \ \ ✓ / / I r \ \a / \ �J I REMOVE_313 LF / //w //i/w I) \ �\ �( \ OF UNDERGROUND f mFIELD SURVEY BY: z� EXISTING GAZEBO ELECTRIC LINE o LLI C } CPITT, JEAN � zw Original Field SurverY Additional Field Survey: 7) I 2 :3 3:: � EXISTING IRRIGATION BOXES p Northern Engineering Majestic Surveying EXISTING -� = / // // °j 1 / \ \ / TO BE RELOCATED g g 1 y g a_rn o m o Dj \ /// //// J \ \ — �\ \ / / I Project No. 987-012 Project No. 2020351 \\� I GATE // // �/ \ 11 //�i //// I l ` \ \1 ` / / SOFT GOLD `� / / \ l Date: November 2019 Date: April 2022 PARKING LOT / P /y/// /////// \� `- %/ / ` EXISTING (Additional May 2020) PEDESTRIAN RAMP \ / I x REMOVE&REPLACE .EXISTING � I � � _ / �� / , \ / A EXISTING8"PAC (D /A SUBSURFACE EXPLORATION BY. GATE \\\ r \ \\ I I I I / // \�\\/ \ 40'ROW STORM LINE / XIS SF OF SIDEWALK �1 / � I � EXISTING WATER& \+ 14988- `I EXISTING TREE(TYP.) / // / ���\� \\ I I PER UTILITY PLANS FOR 1 /j IRRIGATION METERS �j TO BE RELOCATED Earth Engineering Consultants, Additional Subsurface Exploration: SOFT GOLD PARK(NOV.2003) REMOVE&REPLACE LLC Earth Engineering Consultants, LLC A I \ \� �- - _ -\\ '\� i r, / '' / -\ 9 +145 SF OF SIDEWALK \ / I- — — — — — — — — \ 1 I Preliminary Subsurface Additional Subsurface Exploration / REMOVE&REPLACE ±20 LF OF CURB&GUTTER +30 LF OF 18"-— Exploration Report Geothechnical Engineering Report _ I VERTICAL CURB&GUTTER/ Proposed Residential Proposed Willox Farm Residential _ — — — — C — - - —\ - - - 1 G 06 / U /\✓ \\ / _— — — — — — — —  �— �-- — — — — — Development Willox Farm Development _ _ _ _ _ Larimer County, Colorado (Larimer County Parcel #970220003) \\ / _ - EXISTING 20' _ yI— / ' /- \ EEC Project No. 1212027 Larimer County, Colorado V J r_ 1 \ - - UTILITY EASEMENT / _ ^ - APPROXIMATE LOCATION ^ \ // \\ I\ / PER UTILITY PLANS FOR ` - - - - _ _ Date: May 6, 2021 EEC Project No. 1212027 z z GBP LLC. / \ / EXISTING 24"WATER - / SOFT GOLD PARK(NOV.2003) _ / - - (ELCO)- I Date' April 13, 2022 O PEREZ DANIEL A. _ S. / / EXISTING 36"WATER MAIN I - - a I I�\ / \\ / EXISTING COFC CATHODIC PROTECTION (ANHEUSER-BUSCH) II II / - - NOTES. 5 J - - \\ \ I `, I TEST STATION ON CONCRETE PAD EXISTING STORM DRAIN III I TO BE REMOVED I I I �l` I' 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE o 1 I c /\ \\L \ ^ \ II II EXISTING WATER �,\\� 1 / APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE z j'\ ) /I \% RELOCATE EXISTING FIRE HYDRANT I I SERVICE /(�� I / RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL o X EXISTING BARBWIRE FENCE \ \\\ �\ // \ J �� \ REMOVE±110'OF EXISTING 8"WATER LINE&8"GATE VALVE EXISTING 8" �/ / _ UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWLLZ M EXISTING 20' I �\ \ _ / - I I II \ II I� WATER LINE_/ / ` CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL O oo PRIVATE DRAINAGE \\� \ I I I /\ / 1 / I J� \�I J / l/ UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN u O EASEMENT , I I / / \ / / \ 1 I II 9 I I / UNDERGROUND UTILITIES. ' ` N I � -4985 / \�\ �_ � ^� �i � -/` \/ J \�/ O r 1 \\ ; / // ^` ^ // I I II �� I/� II I� I / 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, J �\ / \ I ( HANSON WILLIAM I / REPLACEMENT,AND DISPOSAL OF ALL FACILITIES AND MATERIAL. J REMOVE EXISTING TREE(TYP.) /I \ I EXISTING BARBWIRE FENCE �I I I I / n TO BE REMOVED \ 1 I / ` \ 1 / I Al MERIAM P / 114 /" 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT _ v O MAXIMIZES SALVAGE, RE-USE,AND RECYCLING OF MATERIALS. THIS INCLUDES / III APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, 5 � ASPHALT,AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. W C4 es REMOVE EXISTING TREE/BUSH / CENTERLINE OF TWO / I I 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. / TRACK DIRT ROAD ( V! Q P EXISTING 10'UTILITY EASEMENT _�9a5- / I 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING J_ SITE SURVEY. ------------------ ------ ------------------------ x x 6. THERE SHALL BE NO EQUIPMENT,MATERIALS,OR ITEMS STORED ON A FORT / I _� �— �9g5- - - - COLLINS PARKS TRAIL OR WITHIN THE TRAIL EASEMENT. IF THERE IS A NEED TO W D - - - ' ^ x CLOSE A SECTION OF THE TRAIL FOR ANY REASON,A TRAFFIC CONTROL PLAN IS REMOVE APPROXIMATELY 656'OF EXISTING BARBWIRE FENCE REQUIRED TO BE SUBMITTED AND APPROVED THROUGH TRAFFIC CONTROL.THE PARKS DEPARTMENT WILL SIGN OFF ON IT ONCE SUBMITTED. PLEASE KEEP THE OI I IIIII III` / /11r a \\\\ CLOSURES TO THE SHORTEST AMOUNT OF TIME DEPENDING ON WORK SCHEDULING b O I/ I I I \\\ _ - AND FLOW. PARKS DEPARTMENT PLANNING STAFF CAN HELP WITH ANY QUESTIONS II \\\\ -- \ YOU MAY HAVE REGARDING THESE STANDARDS. PLEASE CONTACT JILL WUERTZ o u O I I `\ \\ _�� i- �I CALL UTILITY NOTIFICATION CENTER OF �449 3Y i s W I \ 43- \\ ) COLORADO Qwuertz@fcgov.com),9704162062,OR PARKS PLANNING TECHNICIAN,AARON WAGNER (aawagner@fcgov.com)9706820344,413 S.BRYAN AVE, FORT COLLINS,CO 80521 x I I \\ \ \\ SOFT GOLD DOG PARK \ , REGARDING THE PARKS'DEPARTMENT'S INTEREST. CENTERLINE OF TWO Z ' I I III I ��'� \\N \ TRACK DIRT ROAD i I \ , 7. THERE SHALL BE NO ENCROACHMENTS INTO THE TRAIL EASEMENT DURING THE CONSTRUCTION PROCESS. IF IT IS DETERMINED THAT AN ENCROACHMENT IS REQUIRED, FOR ANY REASON, PLEASE CONTACT ONE OF THE ABOVE PARKS Sheet X MATCH LINE - SEE THIS SHEET REPRESENTATIVES. Z Know what's below. r o � Call before you dig. 6. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS C DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS X1 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE UNDERGROUND MEMBER UTILITIES. USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES OF CONSTRUCTION, DETAILS RESTORATION PLANS, ETC. 4 of 64 a1 NORTH 41 ows 101) 80 0 80 160 240 Feet (IN FEET) 1 inch= 80 ft. -U1 WEST WILLOX LANE EXISTING NCWA WATERLINE TO BE PROTECTED IN PLACE PROPOSED 4' WILLOX WATER LINE MATCH LINE - SEE THIS SHEET 000 PROPOSED SIDEWALK CULVERT SEE SHEET WT1 ■ ■ ■ ■�� ■,�_ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ UNDERGROUND U2- EXISTING 10'MOUNTAIN STATES ELECTRIC DOG PARK / \ c O 100'UNION PACIFIC \ __ y L \ - o _ UTILITY EASEMENT _ _ _ RAILROAD ROW O OH OHS OHS OH •- x 11 tLt \ rn F _ — WEST WILLOX LANEFe F -Fo- I `, I \LL L \I Ix _ ) SLEEVES FOR /� I I I U3 PROPOSED I -� -F -� N I IRRIGATION Q - FO-F� FIRE HYDRANT � \� i� TYPE III BARRICADE 18'UTILITY EASEMENT TYPE III BARRICADE x I i / / d ,tlt� \\, I cn ---- --------- — - r — — — — — — — -------------------- i I cn I WATER LINE B L � - - - - - - - - EXISTING 6 CITY OF SEE SHEET WT3 WT4 I I \\ PROPOSED 2' 24"STEEL CASING CONNECT TO EXISTING I I 1 x SOFT FORT COLLINS EASEMENT _ U4 GOLD PARK CONCRETE PAN TO BE BORED UNDER 12"DIP WATER LINE EXISTING 30' 1 H I PROPOSED I I W UNION PACIFIC ROW i \ _ NCWA EASEMENT FIRE HYDRANT ` Q I I W I _ _ \ EXISTING FH 1 � - - - - - I I PROPOSED UNDERGROUND I I O I I � � WILLOX EAST STORM DRAIN ` � � I I z WILLOX STORM DRAIN I j I �\ \ SEE SHEET ST6 \ ELECTRIC(TYP.) SEE SHEET ST5 I I BLOCK 1 I PROPOSED 30' 1 N I HICKORY W I I ACKELSON CONNIE A. 603 DRAINAGE EASEMENT / N x U) LOT 1 I CONNECT TO ®NTS KEYMAP o o c KAFKA, AMY I W 1 LOT 2 LOT 3 I W WILLOX LANE, I I o m > L E TRACT B W' I EXISTING 12"DIP \ I I o u 0 � o d o W I WATERLINE - J / LEGEND. LOT 4 f 0 .� Lu 20'IRRIGATION EASEMENT DE -.- c ,� > = I ,�/ SANITARY LINE A t II �- L L FOR FUTURE CITY OF FORT COLLINS I - - 16"STEEL CASING TO ttttLt t d cn c T w o z m PARKS DEPT. IRRIGATION LINE I I \ - �� LOT 5 SEE SHEET SS1 SS3 ` BE BORED UNDER SLEEVES FOR I r w > Z SAINT JOSEPH STRECT UNION PACIFIC ROW IRRIGATION / I I �.L 7 c c 1 - I I � � EXISTING WATER MAIN � z a� o c PROPOSED WATER MAIN I-i-I T O rn a) o o N_ o c — `` O i p.O E N Q EXISTING 6'CITY OF I I x ° F) m a a1 WATER LINED (n - ;\ I FORT COLLINS EASEMENT f BICYCLE COURSE n Q W PROPOSED SANITARY SEWER - o c m o l C COU S >- o J SEE SHEET WT6 - - _ \� \\ I I ' I� I W EXISTING SANITARY SEWER SS a w " rna c�w PROPOSED 4' S - - � � � II I Q PROPOSED SEWER SERVICE F PROPOSED L5" SIDEWALK CHASE � I I PROPOSED 2' EXISTING I �. I � o IRRIGATION I a I �,, � � SANITARY I � I I N � PROPOSED WATER SERVICE W 3 METER I SIDEWALK CHASE \� I W U SEWER f SOFT GOLD PARK I I 1 Y PROPOSED FIRE HYDRANT Ak o� X�_ I I TRACT C \ I / MANHOLE I I W U �o 1 - - DE -- ----- \� I I W = EXISTING FIRE HYDRANT w PROPOSED STORM SEWER PROPOSED 4' h I LOT 6 WATER LINE A I I N I � =W CONCRETE PAN I I I _%�\ _ - / SEE SHEET WT2 UTILITY EASEMENT I I I cn I EXISTING STORM SEWER w '�_ w/7"CURBS 1 I _ _ _ - ` 1 EXISTING TELEPHONE T w c a - - WIDTH VARIES _ III I I I LOT 6 1 LOT 9 I LOT 1 I \ (BY SEPARATE DOCUMENT) I I EXISTING GAS O 50 LOT 5 I I I PROPOSED 4' _ \ EXISTING CABLE CTV I PROPOSED 4' c z I PROPOSED- -F - - - - SIDEWALK CULVERT I I ` - ` w/6"CURBS TE PAN �\ I I PROPOSED ELECTRIC E z FIRE HYDRANT - I I 1,,, I I I o I I I LOT 10 I LOT 2 �1, I I N PROPOSED CURB &GUTTER 30'IRRIGATION EASEMENT I I - � 11 I I FOR FUTURE CITY OF FORT COLLINS� I I SANITARY LINE Al O , - I \ SANITARY LINE A7 �� SLEEVES FOR I I _cn I PROPERTY BOUNDARY PARKS DEPT. IRRIGATION LINE LOT 4 I 1 1 IRRIGATION I I Q I I PROPOSED LOT LINE - - - - ir SEE SHEET SS5 LOT 11 I I �; SEE SHEET SS4 Cn a LOT 4 (,, 1 \ I LOT 3 I \\ EXISTING LOT LINE _ � I BLOCK 4 1 IIhI I - - 1 1 PROPOSED ) I �1,, I � �\1\ I PROPOSED ROW - - � � o III I I li I - I FIRE HYDRANT o FUTURE CITY OF FORT COLLINS LOT 3 �' r - PARKS DEPT. IRRIGATION LINE I I I I LOT 12 11 I `I C) EXISTING ROW - - LmLJ a (TO BE DESIGNED BY OTHERS) I I I I ` I I LOT 3 I ' 1 1 1 1 LOT 4 I PEREZ DANIEL A. I I I N I EASEMENT LINE - - - - - - - - - - U) 400 HICKORY STREET 149 I cn PROPOSED EDGE OF ASPHALT - w I LOT 2 I � � '�/ I, �� I EXISTING EDGE OF ASPHALT � O I I I I LOT 2 I LOT 13 I I x I' W LOT 5 I ILLtLL EXISTING GAS METER co Ld SANITARY LINE A - - - - WATER LINE B & I ' SEE SHEET SS1-SS3 SEE SHEET WT3-WT4 - - - EXISTING WATER METER ® a N I N PROPOSED LOT 1 I o FIRE HYDRANT p I I I LOT 1 LOT 14 I I LOT 6 I I PROPOSED STORM INLET 0 Z I PROPOSED STREET LIGHT # m o - STORM DRAIN A5 - - PROPOSED 2' - - _ _ I X I EXISTING TELEPHONE PEDESTAL ❑T TYPE III BARRICADE - �— - - SEE SHEET ST2 - CONCRETE PAN f I I I I EXISTING MAIL BOX ❑M o OM4-3 END OF ROAD MARKER - _ - _ _ LOT 7 ® I 9'UTILITY EASEMENT MOLLER STREET > BASEBALL DIAMOND OM4-3 END OF ROAD MARKER - - - - _ _ BLOCK 2 � � O � � N I � STOP SIGN w/STREET NAMES O N o Q U •• N W Z 0 LOT 8 I 0 + I I SIGN w/STREET NAMES O w J Q o TYPE III BARRICADE - I - - - - I V o/ X '� I SPEED LIMIT 25 Q II o STORM DRAIN A4 — _ _ _ i� I o o N� Q -- + TEST STATION / Q ,�,, I I SEE SHEET ST2 T I I 1 O Qi I STOP SIGN w/STREET NAMES, NO OUTLET O III LOT 13 I I I LOT 5 III I — —LOT — — — F LOT 9 I 0 BASKETBALL COURTS �0 I N NOTES. r COFC CATHODIC PROTECTION EXISTING m BLOCK 6 W PROJE(WIDTH AS ENT \� U T � } C I I I RESTROOMS �' I N o m PITT, JEAN II I LOT 4 LOT 7 LOT 10 I I 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE w o z L z LOT 12 1 I I I [ I c� II PROPOSED I � (nul I SANITARY STUB FOR I APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE O r Of Q STORM DRAIN A I - - - - I  - - —- I `� RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL W 00 W of FIRE HYDRANT - + EXISTING RESTROOMS D-rn o m D Dm SEE SHEET ST1 I I LOT 11 I LOT 3 TRACT D LOT 8 I I I \ Q 0 I UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW �I I( I ; I , II WATER LINE C I i I - - DE — — i O I LOT 11 � CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL w W I I I \ O UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN II SEE SHEET WT5 I � � �= - - —- NCI UNDERGROUND UTILITIES. - - - - - I y� - _ - _ _ _ \� EXISTING LOT 2 I LOT 9 I I F- LOT 12 I PLAYGROUND I II 2. ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES FOR FUTURE CITY OF FORT COLLINSI _ LOT 10 I I I I - - - - - -1 I a I \ Q I I I WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO PARKS DEPT. IRRIGATION LINE - I - - _f--i-' rn, � I MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL LOT 1 I LOT 10 I 1 11 LOT 13 �\ EXISTING GAZEBO I DEFLECTIONS. PROPOSED_ O I 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE —\ \ I NOT TO SCALE. GBP LLC i I I LOT 9____ -i FIRE HYDRANT I I \ \ •, � I I y I LOT 14 WOOD "� I 4. ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5'AND MAXIMUM OF 5.5'WATER LINE \ / \ DUCK \\ SANITARY LINE A COVER FROM FINISHED GRADE TO TOP OF PIPE. �\ AINT GRACE STREET \ �� REMOVABLE POND SEE SHEET SS1-SS3 I STORM DRAIN F LOT 8 BOLLARDS TYP-) SEE SHEET ST4 _ _ _ � PEREZ DANIEL A. � � I � 5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS \� SANITARY LI NE A E - _ - T `- \ SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND J 400 HICKORY STREET 149 COFC CATHODIC PROTECTION \ I ARE SUBJECT TO CHANGE IN THE FIELD. o SEE SHEET SS1-SS3 PROPOSED WATER LINE C TEST STATION ON CONCRETE PAD 4 EXISTING 8" o a \ BLOCK 3 // SEE SHEET WT5 `. STORM PIPES I 6. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL a RG B UNDERDRAIN �� PROPOSED 4' I v� I SANITARY SEWER MAINS,WATER MAINS&SERVICES. C LOT 7 LOT 4 SIDEWALK CULVERT EXISTING 10'UTILITY EASEMENT \ I �' PROPOSED G SEE SHEET U2 I. ...LL ^ / LOT 6 LOT 5 LOT 3 LOT 2 LOT 1 I PER UTILITY PLANS FOR SOFT GOLD PARK(NOV.2003) I FIRE R 7. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES,EASEMENTS, LOT DIMENSIONS, a I: : \\ PROPOSED I I 9 HYDRANT X N_ UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. — RE H a EXISTING20'PRIVATE L� \\ >'�. a STORM DRAIN B - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - J - FOREBAY - - - 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED N DRAINAGE EASEMENT ;-` SEE SHEET ST3 -� - - T - - - - - - - - - - 40'ROW IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR ALL LL lo N I - - - - - - - - - - - - - - -- - - - - - - REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR u RAIN GARDEN B PROPOSED 2' , PER UTILITY PLANS FOR SOFT GOLD PARK(NOV.2003)- - HICKORY STREET STANDARDS. ` N N I y .y. y.. y WLL.• ,/ SANITARY LINE A - - - -� - - - - - - - - - - - - - - I Q 30'IRRIGATION EASEMENT I BIOMEDIA AREA CONCRETE PAN w - - - o x FOR FUTURE CITY OF FORT COLLINS TRACT A SEE SHEET SS1-SS3 EXISTING 20'UTILITY EASEMENT EXISTING 36"WATER LINE .. J a T 9. ALL MANHOLE RIM ELEVATIONS(EXISTING&PROPOSED)ARE TO BE ADJUSTED TOY 4.. DEPT. IRRIGATION LINE I PER UTILITY PLANS FOR SOFT GOLD PARK(NOV.2003) (ANHEUSER-BUSCH) II c I I PROPOSED 2' DE,UE,AE BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO - TO BE PROTECTED IN PLACE II PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. CONCRETE PAN _ - - - - - � o I I -- / I RG A UNDERDRAIN APPROXIMATE LOCATION o J FUTURE CITY OF FORT COLLINS I PROPOSED DETENTION POND EXISTING 24"WATER LINE I STORM DRAIN D 10. ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS. F PARKS DEPT. IRRIGATION LINE I - SEE SHEET U2 (ELCO) 11 I 3: < S (TO BE DESIGNED BY OTHERS) I I PROPOSED POND EXISTING 10' RAIN GARDEN A N w TO BE PROTECTED IN PLACE 1II I I SEE SHEET ST4 11. ALL HOMES WILL REQUIRE GRINDER PUMP FOR BASEMENT SANITARY SEWER o I OUTLET STRUCTURE Cn ', I w UTILITY EASEMENT j BIOMEDIA AREA SERVICE. z - - - - - -- --�- �_� - i HICKORY WATER LINE W Z " I I II I I SEE SHEET WT7 12. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS - -x - X- 11II 11I DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS ` ------------------------ ---- PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE g F EMERGENCY ---- - - - - - OVERFLOW _ `-3 _ _ 1 1II I II CONNECT TO EXISTING USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES a I WEIR X HANSON WILLIAM 8"PVC WATERLINE 0 o I \ Al MERIAM P I 1 OF CONSTRUCTION, DETAILS RESTORATION PLANS,ETC. _ STORM DRAIN C - — + \ -s \ 1111 I I� o x SEE SHEET ST3 x 11II 111 I I co ■ ■ � I ■ ■ ■� ■ ■ ■ ■ � ■ ■ ■ ■ � � ■ /�/ ■ � � iIL MATCH LINE - SEE THIS SHEET 11 co CALL UTILITY NOTIFICATION CENTER OF N ^ COLORADO o c • x i I a W w Sheet o F 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 64 a1 NORTH 41 ows 101) 40 0 40 80 120 Feet (IN FEET) 1 inch=40 ft. _U1- WEST WILLOX LANE 00 U2-I I I d- WILLOX WATER LINE X X N SEE SHEET WT1 \\ 100'UNION PACIFIC \� ._�I ��I ° EXISTING EDGE \ \\ o v OF ASPHALT \\ RAILROAD ROW \ _ _ U33� \� OH OHS �. OH OHv OHS OH' OH OHU OH ) O 7u—x�-_x_ OH' —F 1 H� X OHU X OH OH OH OH \\ OH EXISTING 6'CITY OF Fp - �� w _� \ FORT COLLINS EASEMENT FC F \ �F - SOFT WEST WILLOX LANE F Fn U4 GOLD PARK PROPOSED '® i�' X\ FIRE HYDRANT 72 ROW EXISTING 1'Z'W 2�o w 12 W 12"w NCWA WATERLINE PROPOSED 4' PROPOSED \ s F G G G SIDEWALK CULVERT \ PEDESTRIAN RAMP -FC \ W v�, O F C, r G \ - ---- -- ---- -- - - - F F F F F E E F E \ - - � - - - G ® G U G OHU- KEYMAP - _ HICKORY ---- --------- - c - - - -�- N- - N - VV EXISTING 30'NCWA \ ®NTs o. rn cn TYPE III BARRICADE - EXISTING 10' PROPOSED \ L � L !.-�a - X-rt—X X o � o ow o � 1 18'UTILITY EASEMENT UTILITY EASEMENT c•L _w L ° X— LEGEND: �� 18'UTILITY&DRAINAGE EASEMENT \ ELECTRIC LINE TYPE III BARRICADE \ o - o 0 0 _ _ _ \ CL MOUNTAIN STATES -- ------ - - - - - - - - - - - - 30' - - - - - - - - - - - - - - - - - - - - - - - �" \ PROPOSED WATER MAIN I-Ti-I w o o a o _ w o\o c a6i "�- ------- ---------- UTILITY EASEMENT I I- �� - - o N WATER LINE B D �`__ -------------------- CONNECT TO EXISTING z c o o a c SEE SHEET WT3-WT4 PROPOSED 2' I EXISTING ±114 LF PROPOSED 24" 12"DIP WATERLINE EXISTING WATER MAIN \a o o o E - a --_- -6 U N-O•0+ N N EXISTING 30'NCWA 1 1 \__ CONCRETE PAN PROPOSED I NCWA WATERLINE STAINLESS STEEL CASING REMOVE STUB� c c c v CO o c UTILITY EASEMENT WILLOX STORM DRAIN \' 10'CONCRETE TRAIL '•. \ PROPOSED SANITARY SEWER 6 a o o °'L O a 1 I TO BE BORED UNDER c N c o L c SEE SHEET ST5 UNION PACIFIC ROW \ EXISTING SANITARY SEWER SS ° w rn _ c�w 57' I PROPOSED TRACT A ,�.'; EXISTING N a FIRE HYDRANT I PROPOSED SEWER SERVICE S F I I DE UE AE FIRE HYDRANT FUTURE CITY OF FORT COLLINS ROW WILLOX EAST STORM DRAIN p I I PROPOSED WATER SERVICE W 3 PARKS DEPT. IRRIGATION LINE \ i SEE SHEET ST5 �\ PROPOSED FIRE HYDRANT o(TO BE DESIGNED BY OTHERS) I I L - - _ _ L6'UTILITY EASEMENT \. I \ 00 20'IRRIGATION EASEMENT I 1 - - \ \ m y \\\ EXISTING FIRE HYDRANT w FOR FUTURE CITY OF FORT COLLINS I I \\ \ �: I O \ PROPOSED STORM SEWER € 1)z :•'.f I \ EXISTING STORM SEWER rn PARKS DEPT. IRRIGATION LINE I I v I w C I w 1 \ \ ` \\ EXISTING TELEPHONE Tw a \ ACKELSON CONNIE A. \ \ EXISTING GAS Gce fS 1 I � a I LOT 1 LOT 2 \\ �I I \\ EXISTING CABLE CTV °c z 1 LU " ' I \ PROPOSED ELECTRIC E z w o I LOT 3 ^y' \ \\\ ,u o PROPOSED CURB &GUTTER - I I I I U TRACT B I cn� 1 LOT 4 EXISTING 6'CITY OF \\ in A PROPERTY BOUNDARY DE I = BLOCK 1 I ''�• � �FORT COLLINS UTILITY EASEMENT \ ~ ' \ PROPOSED LOT LINE - - - - } l S w I I CONNECT TO EXISTING \\ EXISTING LOT LINE - - - - o S - — w \ 1 Z - --L _ _ s LOT 5 12"DIP WATER LINE _ _ 00 Q - to v PROPOSED ROW c� I III � � •• I ±72.79 PROPOSED \ U) 5'SIDEWALK T- y� •` I \ EXISTING ROW ' �• I 16"STEEL CASING \ - - a -_ \ TO BE BORED \ EASEMENT LINE - - - - - - - - - - w - - -- - S W KAFKA, AMY I SSMH A7-6\ \ I UNDER UNION ? \ PACIFIC ROW \\ PROPOSED EDGE OF ASPHALT SSMH A7 7 EXISTING EDGE OF ASPHALT J II I I _ A I �� I v`v EXISTING GAS METER © °W SAINT JOSEPH STREET \,� ssMH A7 5 1 --- EXISTING WATER METER •- I \\ PROPOSED STORM INLET 0 N Z 5'SIDEWALK PROPOSED STREET LIGHT # rn wo UTILITY EASEMENT I I \\ o Y (WIDTH VARIES) \ \ I \ EXISTING TELEPHONE PEDESTAL ❑T PROPOSED 1.5" 1 ¢ - - s - - - WATER LINE B \ \�\ \ I ': j ' `\ EXISTING MAIL BOX ❑M 0 IRRIGATION METER w I SEE SHEET WT3-WT4 \ B ��� \ Q 1 \ \ \ \ \ I WILLOX EAST STORM DRAIN \ \\ 9'UTILITY EASEMENT WATER LINE D I I PROPOSED 4' SEE SHEET ST5 EXISTING \ O \ \ STOP SIGN w/STREET NAMES A m SEE SHEET WT6 I \\ \ \ \ \ �a. it SIDEWALK CHASE \ SSMH \\ O w o / \ N O Q U SIGN w/STREET NAMES B N w�r zQ o I� I TRACT C _ J X - - - - - - - I % \\ SPEED LIMIT 25 OC Q U^II 30 ¢ - - - - - DE PROPOSED 2' / --- r ® \\ \ 00 (n I w SIDEWALK CHASE :\ _ - ---- - -- I j `\ \\ STOP SIGN w/STREET NAMES, NO OUTLET O SSMH A10 2 w of E PROPOSED / SSMH A7-4 NOTES. m LOT 6 N _I I�, I FIRE HYDRANT C,4 o m 1 PROPOSED 1 /� �__ A U o W 0 s `_ \ 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE w z U z I EI ELECTRIC LINE i \ m \ ' ' `\ APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE O I� U)0- Q 0f 1 - - ' SANITARY LINE A7 \ RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL 00 w of SEE SHEET SS4 \ 0-rn o m 0 m 1 1 PROPOSED 4' WATER LINE A \ UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW PROPOSED WATER I SIDEWALK CULVERT 1 U) 14 \ CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL BLOCK 4 I I SERVICE(TYP.) I 1 1 1 SEE SHEET WT2 1 I \\ UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN LOT 9 �_ � 11 LOT 1 1 1 :�'• \\\ UNDERGROUND UTILITIES. PROPOSED SANITARY �- —SERVIC I - m 1 I I \\ 2. ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES i I LOT 5 �1 I I I €� �) I i 1 ' WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO 1 1 1 \ m Q --E-� � - 1 1 I I ��• - \ MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS \ SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL E 1 \ m \ 1 1 TRACT A `\ DEFLECTIONS. - - - Cn LOT10 1 '1 , c DEUEA \ I - � I i I 1 1 LOT 2 �"' \\ 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE PROPOSED I 16? 1 r1 E :: NOT TO SCALE. 1 I FIRE HYDRANT I I I I Ic :, _ m E _, 1 , BLOCK 2 i1m\ I I `\ :. :. \ 4. ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5'AND MAXIMUM OF 5.5'WATER LINE - - r I 1 '{ 1 ` - t :: \\ COVER FROM FINISHED GRADE TO TOP OF PIPE. LOT4 NI 1 w I Ej, m' , i " - ;" . � -� 5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS 1 E I 1 w I II 1 Z' LOT 11 1 ` 1 1 ® 1 LOT 3 1� I I SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND ARE SUBJECT TO CHANGE IN THE FIELD. PROPOSED 4' I �� - - - - - - - II I I III 1� 1 E1 1 1 `N - LOT 4 1 °;� ` 6. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL 6 0 1 it z 1 i I I PROPOSED a w X CONCRETE PAN E BLOCK 5 SANITARY SEWER MAINS,WATER MAINS&SERVICES. C a w/7"CURBS m i I II 1 G FIRE HYDRANT `1 1 1 , ' _ _ SANITARY LINE Al O _ ` 1 7. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES,EASEMENTS, LOT DIMENSIONS, I I 00 1 N 5T PROPOSED WATER a ':'`' UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. FUTURE CITY OF FORT COLLINS � SEE SHEET SS5 � BLOCK 5 � g PARKS DEPT. IRRIGATION LINE I I I I LOT 3 I II 1 1 1 ROW 1 �—SERVICE(TYP.) I I Q n� N BY OTHERS 1 I ELECTRIC PROPOSED II I LOT 12 I I S? PEREZ DANIEL A. 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED LL LINE e IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL E I h LOT 3 PROPCONCRE°TEEPAN I 1 11 1 LOT 4 al :.f:. REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR �/ FOR FUTURE CITY OF FORT COLLINS 1 1 STANDARDS. /� 30'IRRIGATION EASEMENT _ _ - I ' _ ' 1 _1 PROPOSED SANITARY X I II E I - - I 1 _ - 1 SSMH A7-3 SERVICE(TYP.) O a PARKS DEPT. IRRIGATION LINE _ _ 9. ALL MANHOLE RIM ELEVATIONS(EXISTING&PROPOSED)ARE TO BE ADJUSTED TO�/° N I I I I I 1 - - - WATER LINE B I I _ _ - - BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO J I 1 SEE SHEET WT3-WT4 I I PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 1 I III I PROPOSED 4' o I LOT 2 m1 Im I CONCRETE PAN PROPOSED a F I I WATER LINED I fL I LOT 2 I LOT 13 1 1 SSMH A7-2 w/6"CURBS 1 10'CONCRETE TRAIL 10. ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS. 1 I SEE SHEET WT6 I i I h LOT 5 I 11. ALL HOMES WILL REQUIRE GRINDER PUMP FOR BASEMENT SANITARY SEWER 'o I Ej I SERVICE. E I Y 30' I_ z I I I E I SSMH A10-1 � � 12. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS - - - - J DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS F I I III I I o w PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE D X I PROPOSED I I 1 I 7 0 I I USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES N I I FIRE HYDRANT TRACT C I I ( I OF CONSTRUCTION, DETAILS RESTORATION PLANS,ETC. s 1 III I LOT 1 LOT 1 I DE LOT 14 �' w �, LOT 6 STORM DRAIN A WATER LINE C W I I I 1 o - - - - - SEE SHEET ST1 1 - SEE SHEET WT5 Ig A 1 JI I I I '•�•"t.7 UTILITY EASEMENT �- 4f UTILITY EASEMENT SSMH A11 I s m -I - _ / N J' 5'SIDEWALK �� ' CALL UTILITY NOTIFICATION CENTER OF s TYPE III BARRICADE 5'SIDEWALK COLORADO LOT 7 00 i i OM4-3 END OF ROAD MARKER 8"PVC WATER- - - - - - - - I ' g w T SSMH A10 MOLLER STREET E[ X MATCH LINE - SEE SHEET U2 Sheet CD Zo F Know what's below. Call before you dig. U 1 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 6 of 64 a1 NORTH 41 ows 101) 40 0 40 80 120 Feet (IN FEET) 1 inch=40 ft. MATCH LINE - SEE SHEET U1 WEST WILLOX LANE ■ ■ TYPE BARRICADE Ip Sw ■ m. w N. SI�WAL— - ■. / � � m — m m � m .:11 � 01 m — m 0 — m m — m m — m m — _ LOT 7 000 OM4-3 END OF ROAD MARKER 8"PVC WATER - - - - - - - . - - MOLLER STREET SSMH A10 MOLLER STREET E O 30' Row — 30' SANITARY LINE A7 _ _ U2 �; B ROW R OM4 3 END OF ROAD MARKER STORM DRAIN A5 I SEE SHEET SS4 ZI y O .. ' .O - - SEE SHEET ST2 - _ - _ - -A - �I y. : TYPE III BARRICADE - E E E -- I cwn € > I - - - - 5'SIDEWALK a _ 5'SIDEWALK \ T LOT 8 I r �. waft - 15'UTILITY EASEMENT \ - - - - - - w I JI �. U3���� ,- I- 15'UTILITY EASEMENT000 .0 - - - - - LU I I I� II STORM DRAINA4 00 W - - - - - - - - - - - - - — - - - — - - �� STORM DRAIN A I SEE SHEET ST2 I PROPOSED 2' q W I� I ( PROPOSED SOFT U) I I I SIDEWALK CHASE I A w I I� 1 SEE SHEET ST1 F_ I I 4'CONCRETE PAN GOLD PARK LOT 13 U) I � h LOT 5 I I LOT 6 W w cn LOT 9 •a' ' w/6"CURBS U4 PITT, JEAN I I W PROPOSED I ;;•,. wI I FIRE HYDRANT I I E I � I - - - - - - - - - - - - - - .<... E _ I- E - - - - - 0 Y I BLOCK 2 I Y H - - �-I BL0CK6� - - __ — __ - - �� - - - - _ _ _ I o I I E I J I w E PROPOSED SANITARY PROPOSED HICKORY�TREET- 11z 10'CONCRETE TRAIL Z Y �I I SERVICE(TYP.) I KEYMAP o.E I PROPOSED 1 LO 1 LOT 4 I I LOT 7 z `� N LOT 10 ,'� ' "� L�, E U) ° U m� a I INLET LOT 12 I p_ '• ; ,_ °� w ,> W I LEGEND: L > ° ° �� > 1 I I E I I uJ i—PROPOSED WATER I •; .:•: n a)o- � m� o 1 F . - - - - - in SERVICE(TYP.) w c > c °°i w >\. E �Z �Z�- - - - - - - - - - - + I - - - - - - - •n PROPOSED WATER MAIN I-Tt-I o rn a� c o o 0 ICI wI WATER LINE B = E I EXISTING WATER MAIN a o o o E - a) PROPOSED SANITARY w "" c I E SERVICE(TYP.) w l I� � c c � N a I E I IQ w I SEE SHEET WT3-WT4 I I PROPOSED SANITARY SEWER - a o c q) � m o a, LOT 3 1; TRACT D >- I I o w a N � CD w 57' J LOT 8 I w LOT 11 I EXISTING SANITARY SEWER SS a c N a ROW w PROPOSED WATER I J I 57' I PROPOSED SEWER SERVICE S F LOT 11 F- 1 SERVICE TYP. w I i I ( ) - ICI ICI— - - - - - - - - - - - 3I ROW I� I :•.' ' PROPOSED WATER SERVICE W 3 - - - - - 1¢ 30� JI E I � - - - - - - - - - - -E� I PROPOSED FIRE HYDRANT � o� .. I ;< ` EXISTING FIRE HYDRANTS m� c— 3 � � PROPOSED STORM SEWER c Z J E o LOT 2 I I LOT 9 LOT 12 W rL-rr I EXISTING STORM SEWER w c= I?FUTURE CITY OF FORT COLLINS I I I I I EXISTING TELEPHONE T w E a (TO BE DESIGNED BYTOTHERS) I I I _ PARKS DEPT. COI LOT 10 I I _ f EXISTING GAS G WATER LINE C I — — — — — — — — r _ - _ _ - - - EXISTING CABLE cry °Z FOR FUTURE20'I GCITYOOF FORT,COLLINS I ENTSEE SHEET WT5 I I E I �I I. I E I k Z PROPOSED ELECTRIC E PARKS DEPT. IRRIGATION LINE i En LOT 1 I I LOT 10 LOT 13 I PROPOSED CURB &GUTTER I I PROPOSED / I I I 1 I ~�.��.� PROPERTY BOUNDARY INLET i I B I I B 3 �� ?. PROPOSED LOT LINE - - - - a - - - - - - - - - - - - _ _ _ _ EXISTING LOT LINE - - - - Cn } LOT 9 `n I I PROPOSED I PROPOSED ROW - - o 15'UTILITY EASEMENT o I I I - FIRE HYDRANT � � 5'SIDEWALK EXISTING ROW - - PEREZ DANIEL A. a GBPLLC I I - E E E —, SSMH LOT - - - - - - - - - - W_ \ EASEMENT LINE PROPOSED EDGE OF ASPHALT - �' ' Py. SSMH A7 I EXISTING EDGE OF ASPHALT } - ROW SAINT GRACE STREET I W J W / - - - - - - EXISTING GAS METER to(If SSMH A8 �- � .� '� PROPOSED EXISTING WATER METER ® �- I FOREBAY ''.:.• PROPOSED STORM INLET O N z STORM DRAIN A I \ s — SEE SHEET ST1 LOT 8 SSMH A9 E 5'SIDEWALK_ o J PROPOSED / _ .i � RG A CO 1-6 / , PROPOSED STREET LIGHT m p FOREBAY / � s - nn� - s- - nn - s iu— _ \, EXISTING TELEPHONE PEDESTAL ❑T nn m s it <•~• EXISTING MAIL BOX o RG B CO 1-4 BLOCK 3 w m M� nn ss`,.'.; _ l ,': / WATER LINE C r y 9'UTILITY EASEMENT O 1 1 SEE SHEET WT5 PROPOSED : . ' ,•:• •� w o 55.98 LF SANITARY LINE A 4'SIDEWALK \�. I STOP SIGN w/STREET NAMES "PERF. HDPE SEE SHEET SS1-SS3 CULVERT SIGN w/STREET NAMES O of z c @ 0.20% 43.50 LF r 6\ Q Q o ' SPEED LIMIT 25 II �0- Iy LOT 7 LOT 4 4"PERF.HDPE y v� O Q It v_ w W W PROPOSED LOT 3 LOT 2 @ 0.10% \ 0 00 0— I WI W LOT 5 �? STOP SIGN w/STREET NAMES, NO OUTLET p RAIN GARDEN B y LOT 6 LOT 1 PROPOSED • SSMH A6 yI W w BIOMEDIA AREA . RG B TEE 1-3 yI y y 41.28 LF FOREBAY . NOTES: m "PERF.HDPE� •' STORM DRAIN B m } @ 0.20% / RG A 1 5 SEE SHEET ST3 v T Ld L m s ?w 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE � c EXISTING 20' I \ w 54.96 LF •.; w PROPOSED APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE O� w Of <0f DRAINAGE EASEMENT y W y . y RG A 1-3 4"PERF. HDPE '` RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL �N . 12'CONCRETE TRAIL 0-0) o m o m .WI W W w RG B CO 1-3-1 \ - - - - - - ___ o ;u?` I UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW 6'UTILITY EASEMENT @ 0,10/° w W I 39.87 LF - - - - - - - - - - - - - - - - - _ _ - -I W CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL - - - - - - - - - - ` UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN FUTURE CITY OF FORT COLLINS I W W W W "PERF. HDPE - - �- - - RG A 1-4 " PARKS DEPT. IRRIGATION LINE W @ 0.20% 91.19 LF W w W W UNDERGROUND UTILITIES. (BY OTHERS) I 4"PERF. HDPE I 0.10% W w W 2. ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES I RG B BEND w CO&ELBOW 1-2 qO�F E @ W w WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO 30'IRRIGATION EASEMENT I RG A BEND w CO&ELBOW 1 2 g3• pP W W FOR FUTURE CITY OF FORT COLLINS I o PERF'NolO W w y W '' N MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS PARKS DEPT. IRRIGATION LINE 16.80 LF 6"HDPE @ 0.20% t!' @p 1� vU� N SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL RG B PIPE END 1 TRACT A y W W W W . W W W W y W / 'f•:. N X DEFLECTIONS. DE,UE,AE _ W j I SMALL PIPE HEADWALL 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE i (SEE DETAIL) _ - NOT TO SCALE. - _ \ PROPOSED w I - RAIN GARDEN A •" X I 4. ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5'AND MAXIMUM OF 5.5'WATER LINE PROPOSED 2' - BIOMEDIA AREA Y COVER FROM FINISHED GRADE TO TOP OF PIPE. �I CONCRETE PAN I ' III _ -�— 76.73 LF PROPOSED 2' 5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS PROPOSED CONCRETE PAN ) j i III OUTLET STRUCTURE _ - 6"HDPE---*' SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND - @ 0.10% y ARE SUBJECT TO CHANGE IN THE FIELD. o I _ SANITARY LINE A STORM DRAIN C j I __-OUTLET C2 6. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL a I I __ PROPOSED 2' 388.24 LF RG A BEND w CO 1 SEE SHEET SS1-SS3 I SANITARY SEWER MAINS,WATER MAINS&SERVICES. a S SEE SHEET ST3 I CONCRETE PAN 6"HDPE ,. g ` @ 0.10% 7. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES,EASEMENTS, LOT DIMENSIONS, 00 UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. N - - - ®• ®. �--o .-.�� - �, ,,® _® M U' ; 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL s EXISTING 10'UTILITY EASEMENT �® ---- I ------- ----------- •.; ., -X - - - -- - - - - --------------------------------------------------------------------------------------------------------- . r� co —�._—.�__�.T .:.•.. x x X REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR x EMERGENCY --------- .. . ---------�--- --�-L - - - - - - - - _ STANDARDS. OVERFLOW •:;.. .: .. - :. • ... :•... ;. ;. SSMH A5;. .. .; .. WEIR ��• :!�" \ 9. ALL MANHOLE RIM ELEVATIONS(EXISTING&PROPOSED)ARE TO BE ADJUSTED TO 4" J N BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO 30'DRAINAGE EASEMENT X `�X x \ n \ �2 .�1 ..\ PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. �I cn u (BY SEPARATE DOCUMENT) / \ \ s \ J � �_ _ s \ \ '' • \ 10. ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS. a F I FUTURE CITY OF FORT COLLINS + \ \ 'S X ---- X \ \ ,.'f 11. ALL HOMES WILL REQUIRE GRINDER PUMP FOR BASEMENT SANITARY SEWER N N I --- PARKS DEPT. IRRIGATION LINE \ '�` 'o \ SERVICE. w I (BY OTHERS) \ / a DOG PARK +� / / x 12. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS z I 50'NATURAL \ SS, \ / } DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS } I FEATURE BUFFER PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES s x I \ \ .: OF CONSTRUCTION, DETAILS RESTORATION PLANS,ETC. � � \ 0, ao I N 2 0 0 \ x LL---- g ", � ■ ■ � ■ i �■ � ■ ■ ■ ■ � ■ ■ � ■ ■ ® 0 ■ � ■I' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ % ;. .... 1-111 ������ ��� ■ ■ ■ ■ � CALL UTILITY NOTIFICATION CENTER OF N COLORADO MATCH LINE - SEE SHEET U3 00 Sheet o F Z Know what's below. Call before you dig. L CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 7 of 64 a1 NORTH 41 ows 101) 40 0 40 80 120 Feet (IN FEET) 1 inch=40 ft. WEST WILLOX LANE _ � MATCH LINE - SEE SHEET U2 LL \ c O L LL I O \\\ \\ >/P • LLLLLLLLL\\ x \ 1 •:� •. LLL LLLLLLLLL LLLI'�L,,LLLLL \ LLL LLL U3� 2 SLEEVES /.. .AjI \ LL000 LLLLSSMH A4 x == 00 i (4",2") /.• ,. I CITY OF FORT COLLINS x I IRRIGATION POND +� x +' :I '� ,.1� �;•-'.: . I I SOFT ` + .. ., :• ., .I I U4 Cn GOLD PARK \ �,.. ....p: m I x x I ,' I a " I I HICKORY z JENSEN GORDON L. i \ .. .;.�:A I .� � .' I KEYMAP p1 \\ I ®NTS Q, O C O N N N O QQ Cn LEGEND: ° �w ICn TCLJ 1�-ter ,••y ='�:`�� � \ ••` °• I PROPOSED WATER MAIN I-Tt-I w o o,a) 6.0 In o o EXISTING WATER MAIN a� PROPOSED SANITARY SEWER ° 73 EXISTING SANITARY SEWER SS 0- (WIDTH w rna c�w I •' PROPOSED ACCESS& '. I I I x c c ° c O- - c I �� : �';. . I UTILITY EASEMENT I. m I I I VARIES) us I N PROPOSED SEWER SERVICE S F I f \ , • I �� I I I PROPOSED WATER SERVICE W 3 PROPOSED FIRE HYDRANT Ak E~ UO 3 SLEEVES I I I I EXISTING FIRE HYDRANT c w /`• x (8",4",2") I PROPOSED STORM SEWER € a)X PROPOSED I z III 02 f / 8'CONCRETE TRAIL I £ _ I R }u r/II I N I EXISTING STORM SEWER (710 �: II EXISTING TELEPHONE T w c a •' I U) s PROPOSED . ..,I I ir EXISTING GAS G . — — — J ;•.. GRASSCRETE ACCESS(TYP.) I I °c z t. L I SSMH A3 EXISTING CABLE CTV ' LLL LLLLLLLLLLL x PROPOSED ELECTRIC E z ..4.' LLLL LLLLLLLLL O LLLLL LLLLLLLLL I PROPOSED CURB &GUTTER 0 LLLLLL LLLLLLLLL ..: ; L LLLLLL I PROPERTY BOUNDARY ~ PROPOSED LOT LINE - - - - �•:, PROPOSEDCn 12'CONCRETE TRAIL ^' EXISTING LOT LINE U) PROPOSED ACCESS& x UTILITY EASEMENT PROPOSED ROW — — o SOFT GOLD PARK I (WIDTH VARIES) EXISTING ROW — — � a ;' •� I I EASEMENT LINE — — — — — — — — — — w PROPOSED EDGE OF ASPHALT EXISTING EDGE OF ASPHALT J w s'' I'` •" I I N I I x EXISTING GAS METER to(If SANITARY LINE A I I I I EXISTING WATER METER \ SEE SHEET SS1-SS3 PROPOSED STORM INLET o z I PROPOSED STREET LIGHT # m wo I I I EXISTING TELEPHONE PEDESTAL ❑T I I Ix EXISTING MAIL BOX ❑M o • I W f I 7 ` I r I 9'UTILITY EASEMENTO +� - I W STOP SIGN w/STREET NAMES O Ld a0i :A• ' —� �I SIGN w/STREET NAMES � z c PROPOSED I r I I O N w �� Q UNDERGROUND I I IX SPEED LIMIT 25 O o o N Q ELECTRIC I} ' I STOP SIGN w/STREET NAMES, NO OUTLET O NOTES: m � ',� Ii'•r,''�I N PEREZ DANIEL A. C)T o L m 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE � z t0 Z APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE O r Q \ w RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL Of 00 Ld of 3 SLEEVES I UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW m o m (8",4",2") CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN 1`: '•I I N I UNDERGROUND UTILITIES. •`:. .� PROPOSED �' � I 2. ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES 12'CONCRETE TRAIL WATER AND WASTEWATER DESIGN CRITERIA MANUAL EXCEPT THAT NO 1• 1 MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL PROPOSED DEFLECTIONS. 8'CONCRETE TRAIL 30' 1 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE • •: 1 = !. ` I N NOT TO SCALE. 4. ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5'AND MAXIMUM OF 5.5'WATER LINE +•. COVER FROM FINISHED GRADE TO TOP OF PIPE. 15 I 5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS •a1 I I I SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND ARE SUBJECT TO CHANGE IN THE FIELD. u d CITY OF FORT COLLINS .,4�.. N I 6. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL ® 1 1 I SANITARY SEWER MAINS,WATER MAINS&SERVICES. Cn o x S . 1 I I 00 7. REFER TO THE PLAT FOR LOT AREAS TRACT SIZES EASEMENTS LOT DIMENSIONS W ' I I UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. J 'S r I 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED N �I IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL ' : PROPOSED L I I REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR n o GRASSCRETE ACCESS(TYP.) I' ,LL _ l•+ N I STANDARDS. X ,.LLLL N X I: LLLLLL I 9. ALL MANHOLE RIM ELEVATIONS(EXISTING&PROPOSED)ARE TO BE ADJUSTED TO Y/" O N L LLLLL BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO J s I LLLLLLLLL I PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. _I $ . ' LLLLLLLLLL N u I�.�:• LLLLLLLLLL L ° I LLLL I 10. ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS. ..; L ,1I w•:�.•/ I 11. ALL HOMES WILL REQUIRE GRINDER PUMP FOR BASEMENT SANITARY SEWER o x SERVICE. I � a '.. 12. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS z 5 I N DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES x i w OF CONSTRUCTION, DETAILS RESTORATION PLANS,ETC. F / \ i I I MATCH LINE - SEE SHEET U4 I co CALL UTILITY NOTIFICATION CENTER OF N r, COLORADO o 0 • x i I a W :47 6L W Sheet z o CD U. Know what's below. Call before you dig. U3 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 8 of 64 a1 41 NORTH ° OWN 40 0 40 80 120 Feet (IN FEET) 1 inch=40 ft. U1- WEST WILLOX LANE it-III U2- MATCH LINE - SEE SHEET U3 F-''�� ° IU) W44 Walla \ BASEBALL DIAMOND 00 N I000 x I co xl I —� TIE INTO EXISTING I SOFT \ CONCRETE TRAIL SOFT GOLD PARK I � \ I I U4 GOLD PARK too x �x I I x N HICKORY STRFF z KEYMAP NTs o o T L n cD BASKETBALL COURTS LEGEND: , &oo E o EXISTING TEST STATION \ \ I n� I PROPOSED WATER MAIN Lj Lt a o 0 0 c o n \ \ C L 6+, �— U � I EXISTING WATER MAIN o� o o EPROPOSED SANITARY SEWER .rn° o to aEXISTING SANITARY SEWER SSwrn°" c�w� 'm o_ CITY OF FORT COLLINS \ O '� PROPOSED SEWER SERVICE S F \ R EXISTING MS I PROPOSED WATER SERVICE W \\ p 3 E N ROPOSED FIRE HYDRANT E� Ckf � i EXISTING FIRE HYDRANT m0 c— PROPOSED STORM SEWER c x \ Z \ I EXISTING STORM SEWER W 'rn= EXISTING TELEPHONE T w c a \ EXISTING I PEREZ DANIEL A. �w E_ \ PLAYGROUND I EXISTING GAS G \ EXISTING I EXISTING CABLE CTV �� Z CONCRETE TRAIL I = I — PROPOSED ELECTRIC E o \ PROPOSED CURB &GUTTER j I \\ \\ I PROPERTY BOUNDARY ~ w III I PROPOSED LOT LINEbi \ I EXISTING LOT LINE w 0 \ I I PROPOSED ROW — — o \ I CITY OF FORT COLLINS \ I I EXISTING ROW \ I EASEMENT LINE — — — — — — — — — — w COFC CATHODIC PROTECTION PROJECT EASEMENT \ I PROPOSED EDGE OF ASPHALT — (WIDTH VARIES) \ \ �� \ I I EXISTING EDGE OF ASPHALT w w \ \ SANITARY LINE A I I EXISTING GAS METER ® °Ld \ SEE SHEET SS1-SS3 I EXISTING WATER METER ® �— N(n PROPOSED STORM INLET z \ \ I U4 I PROPOSED STREET LIGHT # m wo I I \ \ \ \ I I EXISTING TELEPHONE PEDESTAL \ \ EXISTING MAIL BOX ❑M O \ V I I 9'UTILITY EASEMENT \ \ I w 0 STOP SIGN w/STREET NAMES A < N N Q U WOOD \ \ \ I SIGN w/STREET NAMES O 1 � z c DUCK \ \ I G) N w Q o POND \ I SPEED LIMIT 25 Q II o \ \ \ PARKING LOT I w III STORM DRAIN F 0 0 o N� CL Q \ \ I SEE SHEET ST4 STOP SIGN w/STREET NAMES, NO OUTLET p \ \ \ III r \ \ \ CONNOTE EXISTING METER NOTES I : m } H N 0 m \ \ \ PROPOSED I 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE � z 0 z c \ \ \ \FIRE HYDRANT I I APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE O r U) Q Y \ \ I III RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL Of rn o m o — I UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW \ ` \ CONNECT TO EXISTING UNODERGROUINON,THE D UTILITIES ANDCSHOR SHALLALL BE RESPONSIBLE FOR ALIBLE OL UNKNOWN ALL _ - EXISTING 10'UTILITY EASEMENT EXISTING 4-8"PVC �� I 8"PVC WATER MAIN PER UTILITY PLANS FOR SOFT GOLD PARK(NOV.2003) I I STORM DRAIN \ I I X X' UNDERGROUND UTILITIES. — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — I I u-! I X 2. ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS 0N� SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL EXISTING 36"ANHEUSER-BUSH _ 40'ROW WATER MAIN DEFLECTIONS. — — — — — — — - - — — — — — — PER UTILITY PLANS FOR SOFT GOLD PARK(NOV.2003) — — — — — _ _ _ _ _ _ _ 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE EXISTING 20'UTILITY EASEMENT — — — — --- — OH HICKORY STREET NOT TO SCALE. PER UTILITY PLANS FOR SOFT GOLD PARK(NOV.2003) COFC CATHODIC PROTECTION - - - - - - - - - TEST STATION ON CONCRETE PAD \ — 4. ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5'AND MAXIMUM OF 5.5'WATER LINE - - - - - - - - - - -- - - - — COVER FROM FINISHED GRADE TO TOP OF PIPE. 11 II I 5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS I II APPROXIMATE LOCATION SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND EXISTING 24"ELCO ARE SUBJECT TO CHANGE IN THE FIELD. o d I 11 I WATER MAIN a I II I EXISTING 8"PVC H o 6. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL WATER MAIN SANITARY SEWER MAINS,WATER MAINS&SERVICES. F t — — — — — — — — — — — — C o I III II I I EXISTING WATER 7. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES,EASEMENTS, LOT DIMENSIONS, G g I II II I I SERVICE UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. o I STORM DRAIN D 0 I III I I HANSON WILLIAM I I SEE SHEET ST4 EXISTING 12" 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED < N I III I I Al MERIAM P I SANITARY SEWER IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR �/ II I STANDARDS. O i7 m N N I III I II I I 9. ALL MANHOLE RIM ELEVATIONS(EXISTING&PROPOSED)ARE TO BE ADJUSTED TO�/" J _ n BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO N I III I II I I PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. —j J cn- � I III I II I I III I I I I 10. ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS. III I I I I 11. ALL HOMES WILL REQUIRE GRINDER PUMP FOR BASEMENT SANITARY SEWER III I I I SERVICE. a I III I I I I I 12. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS III I I I DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS F I III I I I I PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES s o OF CONSTRUCTION, DETAILS RESTORATION PLANS,ETC. F rn �i P N 2 0 0 I m Y� % I � O 1 co CALL UTILITY NOTIFICATION CENTER OF N COLORADO o c • x i I a W W iti Sheet o F Z Know what's below. A Call before you dig. 4 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 9 of 64 I 1 NORTH ° OWN 50 0 50 100 150 Feet I I - (IN FEET) 1 inch= 50 ft. WEST WILLOX LANE w 0 x o Ue I I I I APPROXIMATE LOCATION EXISTING 24"WATER p (ELCO) O Q STORM DRAIN D .5 Lo SEE SHEET ST4 I I SS2 Q 0) I- I ' 30'UTILITY EASEMENT SSERV CONN. N I EXMH A 00 N (BY SEPARATE DOCUMENT) SSMH A2 STA 13+48.34 a SSMH Al x I p I I O STA 9+99.88 \� •, 00 SSMH A3 N: 137341.28 V) STORM DRAIN F STA 10+46.15 - I O - - - - - - - - STA 20+06.15 - - - STA 16+06.15 E: 192386.71 x N: 137014.98 I SEE SHEET ST4 N: 137039.12 - - - - - - - - - - - - - - - - - _ _ N: 137599.05 SS C.O.A1-3 I O E: 192421.29 i - - - - X E. 192392.33 - - - - - - - - x - - - - - - - - - - - - - - - - - - - E: 192390.87 - - - - - - INV.OUT=4976.70 E) - - - - - - - - - - - - - - - - - - I SO T x x x x E. 137999.05 X E• 192381 83 I 14+ 0 - - - - - - - S _ - - - - - - - - - 20+00- - - -19+00 - - - 18+00 - 17+00- 16+00 - - - - - - - - - - - - - - - - - F GOLD A 12"SS 400.00LF12"PVC 0.22/0 15+00 - - - - - - - - - II 12'21 00 o JJJJJ @ JJJJJ 12"SS 12"SS 12'1SS 13+00 - - `12+00 - - 11+00- 6.27 LF 12"PVC @ 0.22% _ - - - - 12"SS 12'I SS 12"SS 12"SS 12"SS 12"SIS IO JJJJJ -12' SS II 0.22/o JJJJ J J 0 1 SS 12"SS I F S5 202.04 LF 12 PVC @ JJJJJ 257. 1 LF 12"PVC @ 0.22/0 12"SS il2" j 1 0 t i� JJJJJ Jj_j_j_j J 3 3 3 302.19 LF 12"PVC @ 0.22% S �..! 2„ JJJJ) JJJJJJJ -3 _ _ _ 33 - --- 3- 3 JJJJJ JJJJJJJ _ JJJJ JJ JJJJ JJ -" JJJJ � JJJJJJJJJ r - - - - - - - � - - - - I I � O i 7 J JJ JJJJJJJJJJ '•MM....JJ J JJ ("� JJJJJJJJJJJJ - - - - JJ F L...1 JJ , - - - - - - - - - - ® - I HICKORY STREET z -_ _j_j� 5.73 LF 6"PVC 1.00/o o / / - _ 3 @ KEYMAP 102.23 LF 6"PVC @ 1.000 I i LEGEND: V GRASSCRETE(TYP.) -_= - --- - / / , f�4j I I I HICKORY WATER LINE W C0 C T U w 0 0 �- W - _ _ - 3 - 'w! ,' PROPOSED WATER MAIN F�I o o a) c 2 N o o) X x f / Q Z I EXISTING WATER MAIN a o a c o c SEE SHEET WT7 >,z c L o�' o- v c 15'UTILITY EASEMENT o o o o J (BY SEPARATE DOCUMENT) I EXISTING 36"WATER PROPOSED SANITARY SEWER a,o c D °> o 1 (ANHEUSER BUSCH) o c N ° c o- L c / / EXISTING SANITARY SEWER ss w rn L c�w I PROPOSED INV. INS4977O72 W �' PLAYG OUND 'o EXISTING 4-8" m o UNDERGROUND ( ) STORM PIPES I I I PROPOSED ELECTRIC E F ELECTRIC BASEBALL DIAMOND INV.OUT=4977.72(E) I�,I. / I I I PROPOSED SEWER SERVICE S 3 1 PROPOSED WATER SERVICE W o o0 PROPOSED FIRE HYDRANT � m� c- f 57.46 LF 6"PVC @ 1.00°/ f- _ I I EXISTING FIRE HYDRANT 6 € 0 X z X PARKING LOT / I I _ _ - - - - - - -_= PROPOSED STORM SEWER L�� c o EXSS C.O.A1-3 J / I / I- EXISTING STORM SEWER SOFT GOLD PARK INV.OUT=4978.30(E) I / _ _ - - - - - - - _ - - _ I - - - - - - - - - - - - EXISTING RIGHT OF WAY `� / / I I / - - - - - - - - - PROPOSED CURB&GUTTER Z CITY TO CONNECT NEW 6"SANITARY SEWER I I / COFC CATHODIC PROTECTION PROJECT BOUNDARY z SERVICE TO EXISTING BATHROOM PLUMBING I TEST STATION ON CONCRETE PAD _ _ o PROPOSED RIGHT OF WAY PROPOSED LOT LINE EASEMENT LINE - - - - - - - - - - SOFT GOLD PARK Cn PROPOSED AREA STORM INLET p© 0 PROPOSED COMBO STORM INLET 1 ® o I / I PROPOSED TYPE-R STORM INLET NOTES: } J BASKETBALL COURTS / / / I i I 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE 00 w APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE to(If RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW N U) CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL o UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN m o UNDERGROUND UTILITIES. SANITARY LINE A 2. ALL SANITARY CONSTRUCTION SHALL BE CITY OF FORT COLLINS,LATEST EDITION. O 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. 1-1 LO 0 z c N w Q'0 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS Q II PROFILE SCALE: SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND o o 0� 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 0 m O 6. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4"PVC. U p z C z C w 2 > 7. ALL SANITARY MANHOLES TO BE 4'0 UNLESS NTED OTHERWISE. O I� ui Q O r. �m w ft N D-61 0 m 0 m 5000 Q SOOO 8. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES,EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. 9. ALL HOMES WILL REQUIRE GRINDER PUMP FOR BASEMENT SANITARY SEWER SERVICE. 10. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS _ DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS w PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE 4995 _�, �, II �_� _�, --W 4995 USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES z z z z00 z OF CONSTRUCTION, DETAILS RESTORATION PLANS,ETC. Lo Zo ZV O? Nr c? r- r � Z M +I Lo (.0 d) +I U') (m co +I co M CO O �� N O -M I_ O } �� F- V p0 0)j 'i0 Q W 7) Q + 00 V Q + a0 Q I� = o �? 0 = �° �? 0 �Z Z 0 2 �? O 0 (n l_ �> > Cn H 2> > (n H �> > > �> > X < Rz > 4990 U) WLLZZ � � �ZZ � � �ZZZ U) U) W ( �ZZ 4990 Q Uj c L) U)"o III F- I o STEEL CASING TO BE BORED CONNECT TO 4985 W ABOVE EXISTING 36"WATER LINE EXISTING 4985 z LL W 2 SANITARY U) O MANHOLE `L) ; W PROPOSED CORE DRILL o a U) &RESHAPELL _ GROUND 12"HDPE STORM 00 �- ---- -- INV.=497924 BASE M '� i STA.-11+40. 46 N OD 4980 - 4980 N O < 06 N EXISTING ° L -j 400.00 - GROUND 20 LF 20"STEEL CASING @ 0.22/ II z LF 12"PVC @ 0.22% a - 2% I Z Ll 302.19 LF 12"PVC @ 0.22% z a 0 257.81 LF 12"PVC @ 0.2 N 4975 4975 J w o Q W 36" EX WATER 7 I STA.=10+56.40 J 46.27 LF g TOP=4974.99 1 12"PVC rn 5 N N 30"RCP STORM @ 0.22% v N _ STA.=10+34.21 z 1 4970 INV;4975.30 4970 w NI - Z o X J 8"PVC WATER is 41 = STA.=10+63.08 i U INV.=4969.55 'o 0 _ I J 4965 4965 CALL UTILITY NOTIFICATION CENTER OF 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 COLORADo a � W L, Sheet Zo F Know what's below. Call before you dig. SS1 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 10 of 64 a1 41 NORTH ° OWN 50 0 50 100 150 Feet (IN FEET) A C 1 inch= 50 ft. WEST WILLOX LANE -� - PROPOSED W _ (� ELECTRIC I SANITARY LINE A \ _ I III SEE SHEET SS1 c O � I — \ ► _ I I �PARKING LOT � I w 0' STORM DRAIN F L \ I SEE SHEET ST4 I I III I \ II I PROPOSED 4'WATER SERVICE EXISTING 2"IRRIGATION I I 3 TO TIE INTO EXISTING 4 SOFT METER TO BE SALVAGED \ I AND RELOCATED METER AND CURB STOP sTA.=1o+9s.14+ GOLD PARK Cn 22.5°BEND w/MRJ WT7 \FIRE HYDRANT I I o N:137084.42 I + 75.32 LF 8"PVC E:192347.03 N N67°03'35"W p ill I STA.=1o+22.82 HICKORY STREET z EXISTING 4-8" N 22.5°BEND w/MR� KEYMAP STORM DRAIN CT STA.=11+45.13- X 22.82 LF 8"PVC ®"� :3 o m >,L cn E vi - - - - - - - - - - - - 8"PLUG&CAP STA.=10+00.00 0 W °� o0 o ° — — _ N89°33'35"W pNNECT TO EXISTING LEGEND: >� � �W RESTRAIN TO TEE(E) �� 1 -8"GV ° a, O� °— �o o a, - - - - FH ASSEMBLY(N) +45 -11+ OH a. -CO T w z PROPOSED WATER MAIN I-Ti-I W o °,a) c.2 N o\°, - - - -\- `:Z7 - - - EXISTING 8" �z s o °�a ° c — — — — — — — — — — EXISTING WATER MAIN a o 2 o o E _ a, WATER ° Q)L- - o a — — — — 10+ — — (FORT COLLINS) — — — — — — _ PROPOSED SANITARY SEWER ° U � 73 oEXISTING SANITARY SEWER SS Q CC c�w EXISTING 36"WATER MAIN 26.99 LF 0'PVC PROPOSED SEWER SERVICE S F (ANHEUSER-BUSH) N89°10'48"W O STA.=11+18.14 PROPOSED WATER SERVICE W 3 APPROXIMATE LOCATION 8"X6"TEE w/MJR so PROPOSED FIRE HYDRANT x o� 1 -8"GV(W)— EXISTING FIRE HYDRANT o EXISTING 24"WATER MAIN— — — — — 0 (ELCO) FH ASSEMBLY(N) STORM DRAIN D I' 20.00 LF 8"PVC I I SEE SHEET ST4 EXISTING WATER PROPOSED STORM SEWER € 0 x I III I II N89°10'48"W I I SERVICE EXISTING STORM SEWER (710 I III I II I I EXISTING 12" EXISTING TELEPHONE T ww I III I I� SANITARY SEWER EXISTING GAS G sox I III I II I I _ I III I II I I EXISTING CABLE CTV Z I III I II I I PROPOSED CURB &GUTTER o I III I II I I PROPERTY BOUNDARY U I I PROPOSED LOT LINE III I II I I EXISTING LOT LINE I a III I II I I PROPOSED ROW III I II I I EXISTING ROW — — o I III I II EASEMENT LINE — — — — — — — — — — a PROPOSED STORM INLET 0 N w PROPOSED STREET LIGHT # EXISTING TELEPHONE PEDESTAL OT } w J W CO W In� NOTES: �" N(n "z O J 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE rn 0-1 APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE U HICKORY WATER LINE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL ~ UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW O CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN +, UNDERGROUND UTILITIES. w o N -0 < N 2. ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES,WATER& N w z WASTE WATER DESIGN CRITERIA MANUAL,LATEST EDITION. 6 Q II 0- PROFILE SCALE: o o C/) CL Q 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 m COVER FROM FINISHED GRADE TO TOP OF PIPE. 1-N LdL m•c 5. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE 2 � � m —Of BETWEEN HORIZONTAL FITTINGS,AND DO NOT ACCOUNT FOR VERTICAL BENDS OR O I� W Q O Of oD w of DEFLECTIONS. D-0, o m 0 I I II 4995 4995 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. �IC]f - z c � T00 N �0 7. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL �>- - �+ 3 SANITARY SEWER MAINS,WATER MAINS&SERVICES. 4990 W W o o— oil 4990 8. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES,EASEMENTS, LOT DIMENSIONS, -Q w- Q W- UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. �� )J-m 0 1 cm-p X Q z-H - N 1 N 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. N 4985 4985 3„ W s 10. ALL WATER SERVICES SHALL BE UNLESS OTHERWISE NOTED. 7 e i L co 6 �' ��. 11. PVC-PIPE JOINT DEFLECTION FOR PVC PIPE SHALL NOT EXCEED 1 DEGREE PER a Uj � U SECTION OF PIPE. BENDING OF THE PIPE IS NOT ALLOWED. Q EXISTING 12. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS x 12"PVC SANITARY-- o c STA.=10+81.43 GROUND DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS a ^ 4980 -- - wv.=as75.37 4980 PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE ' ' 1 0 \ USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES W O OF CONSTRUCTION, DETAILS RESTORATION PLANS,ETC. 2) F -30"RCP STORM dd i � I STA.=10+59.14 o -INV.=4975.44 LL N - - -36" .=1 WATER X M STA.=10+65.28 4975 -TOP=4974.83 4975 h S — 8"PVC - O 06 8"PVC— OD N 18 w "MIN. O Z N 4970 — - 4970 `' J W 'PVC 3. n QO�- U �zrn- 3 t c� K -jP-a z 0 3 Q d W 0. = 0 4965 �� ��- �� �o W o 4965 Ir '0 co �d N �� CO�� Cn TT� W_ �N_ �N_ �7 3 J TOP OF + p r + o rn_+ rn_+ rn o U rn 0 o PIPE - o_w v_o w v-o--w v-o_w v �o_z b v an d an d an d an d - d ° EXISTING Q O-Q r,O-Q n O-1a- Z,O- Q p°- O i GROUND c~i, v� c~i, v� c~i, v� u) vH Fv�ic>�� m CD 00 r- 00 00 o r rl r- - r- CALL UTILITY NOTIFICATION CENTER OF °° 4960 °° " °° 0, m " " " 0, " 0 4960 COLORADO 12+00 11+00 10+00 9+50 a w • W iti Sheet o U. Z Know what's below. WT7 Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 21 of 64 a1 NORTH 41 ows 101) 80 0 80 160 240 Feet MATCH LINE - SEE THIS SHEET (IN FEET) 1 Inch= 80 ft. ■ .� \\ II I / LE LEE \ I I G�_ WEST WILLOX LANE FloEXISTING 10'MOUNTAIN STATES-X X X X LLL 9g o, X X \ 100'UNION PACIFIC r UTILITY EASEMENT / X �- \ I 1 - - - - - - - - -_ RAILROAD ROW \ \\\ I - I I �ss-4s91=4ss -- — — — — "�� I _ I 1 I i 3 =-4ss - - - - - - - - � 00 -WEST WILLOX LANE - - _ - - - - - - - - �\\ - - - \ \ R9 + + ' i �\ \\ — —4993 — — \ ' �� \ \\h /�11 BR\ --- -- - - -- _ PROPOSED ;\\ - - -4s90- \ \\� �I I I \ \ I I �\ - 93 \ 1 _ 9 / I % � �\ �\ \� \\ \ \ // ------------ ---------- /� EXISTING 6'CITY OF r \ - -SIDEWALK - - - -� -------------------- I _ l G3 FORT COLLINS EASEMENT �a°o�o I I CULVERT i i �\\ �\\ \\\\\ \ EXISTING 30 I v AA V v - l I I II I NCWA EASEMENT I w - -- I \ WILLOX EAST STORM DRAIN 4984 WILLOX STORM DRAIN ,9 SEE SHEET ST6 \ \ \ \ \\ \ SOFT GOLD PARK III SOFT SEE SHEETST5 I I I W� I�92 \\\\ \ �\ \ \ \\\ �'�/ -�\\\o I 1 I /,/ �LLLLLLL-t E I I GOLD PARK II BLOCK 1 � \ \\ oo G4 KAFKA, AMY LOT 1 LOT 2' 92 ` \ I \V� I II I' - - v TRACT B I I I I I I I LOT 3 I I I - I EXISTING 6'CITY OF �\ �\ \\ \ / � '�\� ✓ �I 11\�/ I /, I Jill, • FORT COLLINS EASEMENT II I 20'IRRIGATION EASEMENT < DE I w - - J PLOT 4 + \ \\\ `\ c\ �\ I ( / ( III o IV'FOR FUTURE CITY OF FORT COLLINS I I W _ _ L - I ACKELSON CONNIE A. \ \\\ \ / L�>>> r - \\v�//1 -� \ / i I I z PARKS DEPT. IRRIGATION LINE ® I i= - �` \ I j I� �\ \\ i/_ Ir� ��/`J\\ / ��II' I I I HICKORY - ��/ I W� _ LOT 5 I ` \\ \ � \\�1 / - I I ® KEYMAP - �I �\ \\\\ \ C \` 1\/ / II NTS Q N C o a LEGEND: a � . > -o r FUTURE CITY OF FORT COLLINS � � \\ �- \\\ 1 J \ / s � °� �� � � �•U ,LwSAI JOSEPH STREET I \ I l Re3 •- ° w \ \ I Al \ \\\ I n � �— o� oW IRRIGATION PIPE(TO BE \ _ \ \ �"� \ / I / o_ � C z DESIGNED BY OTHERS) W J \\\\\ate' \ �� / I I I I EXISTING STORM SEWER w o o s c N w > o - o I- \ \ g \ \ \\ \\ \ I 1 I PROPOSED STORM SEWER -0 z ac o °0 a o Q c - - PROPOSED �\ \\ \ 1 / I \ - I c c L SIDEWALK \ �\ \\� —/ J i I I I I aai c c ) ° � °� c \ \ PROPOSED STORM INLET c a> CHASES \ TRACT C \ - -- =�- , -`-�z - - /9�� \\ \\ // I I I PROPOSED CONTOUR 95 ° ° " ° c�w \\ I I I I DE \ \ 8g J �� \�\ \\\ \ / I I I� 1I1 EXISTING CONTOUR - - - -5013- C - - I I 11 PROPOSED SWALE ------------------- 3 LOT 6 �- 1 I _ - TRACT A �� � \\ \\ a°'� I I o —4990 - I - - - - _ \ - DE,UE,AE \ \\ \ I l \ I - - - / 1 11 PROPOSED GRADE BREAK ------------------- o 94 I I LOT 9 ` °'y LOT 1 1 1 \� \\\\ 8 / 1 PROPOSED CURB&GUTTER \ I IIII LOT 5 I I I I LOT�6 I I 1 i Z 1 \ CITY OF FORT COLLINS 1\\ ( 2 / I 1 \ PROPERTY BOUNDARY a"X Uj I 1 LOT 10 1 1 m LOT 2 \ \ \�� I \\� / \) 1 I I EXISTING LOT LINE W 2 x \ J 70 1 I \ \ — —\ \ \ / /• \ I EXISTING RIGHT OF WAY ( \ io, / / 1 I PROPOSED LOT LINE - - 50 �� ; LOT 4 �\\ � - � �� 1� �1 1 1 � 1 \ 1�� ; � ' � ` I a I I \ 1 LOT 1 1 1 1 m I I \ \ / / / 1 V� I PROPOSED RIGHT OF WAY LOT 4 \\ \ 1 LOT 3 4�t 1 IN \ \\ \v i ,�g� / ��( 1 1 I I 33�3 m w z \\\ \- , I \ I I / PROPOSED SPOT ELEVATION �� o o y\ I F_ - � I I I I - - � BLOCK5 �- - � 1 -� �- _ . � I � 1 \ 1 \ / a \\ I m r1 I \ / LOT 3 J ( \\ EXISTING SPOT ELEVATION 30'IRRIGATION EASEMENT I I I \�LOT 12 1 \ J / ( LL _ f FOR FUTURE CITY OF FORT COLLINS-+►� - / LOT 3 \\ LOT 4LL` I 2.0/o PARKS DEPT. IRRIGATION LINE I I - - I I 1� / I 1 LL PROPOSED SLOPES W � I 1 1 N ` I � o g — — / I / ro I n I o I I LOT 2 I LOT 13 I /p 1l� I o yk I 1 I I I LOT 2 j I ' I LOT 5 I I/I 11 I x I I I I PROPOSED CONCRETE A3 A 93> - I u I IIl i x� / / I ` CROSS PAN(TYP.) can 9 I I I I Il 1 \II ) ( I I I I l X \\\ \ I LOT 1 \ I I LOT 1 \ LOT 14 LOT 6 I CULVERT II�� 111� ( I\ I I I LOT TYPE AO } \\\ - - I I SEE SHEET U4 `� 1 � � w - - - - 11 STORM DRAIN A5 1 II 1 I ) ` \ II �\ / I / I J PROPOSED CONCRETE REPAVING _� - - I I �I�r�� '4982- �� I C, SEE SHEET ST2 �j ccl? \ LOT 7 I I `� /� � \\\\ \ I x J/ I/ I N z \ - MOLLER STREET \� - -I I + N // spa ® \ 1\1 �°� \\ \ / - `\I I m o COFC CATHODIC PROTECTION- J\\1\ \\ \ \\ r / ) I / / �\ NOTES: o STORM DRAIN A4 - _ _ I BLOCK 2 I I PROJECT EASEMENT \\I / / (\ 1 STORM DRAIN A I \ \ I SEE SHEET ST2 I I I (WIDTH VARIES) ///lJ\ � \ \ v J o // / \�� I I 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE \ I I I APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE w 0 SEE SHEET ST1 LOT 13 j I I LOT 5 J I I I LOT 6 \ I I LOT 9 1 -- / '/// 498¢ \ ( ` - I I I / a' �� / I RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL - o m I (001 PEREZ DANIEL A. ' - - i // /boo'- _��L \ \ I`\ \ \ \( - 1 / / / \\J N o Q 0 / / \)/ - - \ \\ - / I I UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING \ 0o z c I^ I I - j - - �g a� / II/ i �rn ( \ / \ \\ \ \ \ ^ / / / \ 7 I NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING Q II W kgkgl$/ //// 1 /`// .o> \ \\ \\1�\ \ \ \ -\ 1 1 \ 1 I ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL Q o N Q / I / / \ \ \� / / UNKNOWN UNDERGROUND UTILITIES. LOT 4 \ I LOT 7 I / J // \\ \ \ J � II LOT 12 � � I � `W I LOT 10 j / ,,g / /� /� //`� \ \�_\� \ \ \ \ 1 \ I � - - - ( Ir i I \\ \ \ \ / f _ / I I \ 2 UTILITREFEY EASEMENTS,OTHER EASEMENTHE PLAT FOR LOT AREAS, TS AND OTHER SURVEYCT SIZES, S INFORMATIONIONS, r � F_ W I LOT 3 TRACT D j LOT 8 j W j/ // / 17�> II1 I / \- -\r� -I I \ \ \ \ \ ( 1\ `� / / / om } I Tao I I LOT 11 II / /i /ll/ 11 1 — \ \ J \ \ / I I II I \ I LOT 1 1 - - - < j �/ \ / // // /l^ \ \ \ \ \ 1 �� J / / 0° \ 3. ALL PROJECT DATA IS ON VERTICAL DATUM;NAVD88. SEE COVER SHEET FORLLI N o m BENCHMARK REFERENCES. w o z z BLOCK 6 9 6 1' l//! /� /// //1/ I I \ \ \ ( ( �,� \ / LOT 2 LOT 9 I I I j LOT 12 ' I / r \ / \ \ i 4. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE I \ I I /////1%///�/ //// \ \ I I \ - —� \ \\ o��// I \i/ FINISHED GRADE ELEVATIONS. o rn m m I I \ LOT 10 z_ I — _� c" �J _ I z_D L_ — - — I \1 \I //// //i�/ l l l (l'--� \ \ \ �ti I III \— — — — — — 20'IRRIGATION EASEMENT n I I I - - Till -1 - - I it \I ��//" //// ° 6-,,c,z � 1 ( \ � \ 1 / \ � - � ��w I / �/ / rn�rn 5. LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH LOT 1 LOT 10 J \ �/� /�/ `v ` \ -�\ \ \ °j DIMENSIONS AS SHOWN HEREON.SHOULD BUILDING FOOTPRINT CHANGE, FOR FUTURE CITY OF FORT COLLINSLOT 13 I \ II / % I`°� \ \ \� p / I/ \7 � °� �' 1 1 I %// //// I \�.1 \ / / - / d I GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL PARKS DEPT. IRRIGATION LINE �� - _ Ii _ _ II \ // / \ \�, -^��JJI ` - \ rn`b \ I MINIMUM OPENINGS SHALL BE A MINIMUM OF 18"ABOVE FRONT LOT ELEVATIONS 89 / /// WOOD \` ` \ / /�/ /� �� I o T _ I AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING / \ / I �OT9� � I I, . ' \V I � � I LOT 14 I ////(I, ///// DUCK _ - - T - � -�/ � -- ! / � I -I I CODE REQUIREMENTS. ' I -� � \ \ � STORM DRAIN F ���' I / % POND I \ 4-EXISTING 8" I n SEE SHEET ST4 GBP LLC - BLOCK 3 \\ \ 8 SAJ`T GRA E STREET \✓ 1 \ STORM PIPES \ I ( / / 6. ALL HOMES WILL REQUIRE GRINDER PUMP FOR BASEMENT SANITARY SEWER a ��w 1 I T \ \ 6 \ \ / ��\/ I \ I / I SERVICE. — — \ - Ir \LOT 8 \\�1�� \I /r \\\L \�j \ 7. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS no I ' 9� - _ - _ \ \ �� �� \ i �.� DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS z FUTURE CITY OF FORT COLLINS I \ \/ / > ` �I o '� �8 i -\\ 1 I\ �\- - - - - - i \ ___ _ _ - - I l/ PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING o IRRIGATION PIPE TO BE VIV °� �, \ \\ i ' -� -� / ��- - - - - - -- - /r THE USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, S DESIGNED BY OTHERS) ' - -5 - _ DATES OF CONSTRUCTION,DETAILS RESTORATION PLANS,ETC. LOT7 I \ \\ LOT \�- - - - - - 4o'ROw--- _ �� -I- — _ ' _ _ _ _ J RG B UNDERDRAIN I .I._y.__ /-� ' LOT 6 ( ILOT 5 LOT 3 LOT 2 I LOT 1 : . , a I -� - T _ _ _ _�_- __ _ - �_� - 20'UTILITY EASEMENT__ ^ - - - ,� HI�KORY STREET_ _ SWALE SECTIONS �- -�c - - o SEE SHEETU2 STORM DRAIN B - , - - - - - - -- - - - - -- - - - - - - -- - - _ — / - - - - - a EXISTING 20'PRIVATE c° _ - - - - , I SEE SHEET ST3 - - - - \- N DRAINAGE EASEMENT {.'.`. \ 7 / - - - \ ✓ l - V 50'TEMP CONSTRUCTION EASEMENT i / -/ � TO BE CONVERTED TO _ - - - - - - _ - cb 4s5 I �- / - - - - � �� -- - ' - - - - - MIN. TW (FT) 7 g PUBLIC EASEMENT PROPOSED RAIN GARDEN B 86/ ; I I �/ / - ` J \ I IrI EXISTING 30" I - - - ` o S 5 BIOMEDIA AREA 4•` /I . I PROPOSED RAIN GARDEN A o^, I (\' \ IIII I I� STORM DRAIN III S 30'IRRIGATION EASEMENT _ E FOR FUTURE CITY OF FORT COLLINS I PROPOSED POND _ I /�°j �/ IIII I HANSON WILLIAM IIII ( /-� < _ 5�:�1 M(FT)D Q I - III BIOMEDIA AREA \ I \I III I II Al MERIAM P LL PARKS DEPT. IRRIGATION LINE TRACT A � " co I I I I I RG A UNDERDRAIN J� \ / �� ICI I STORM DRAIN D 1 %1\`lll�l N I I PROPOSED DE,UE,AE R 6 / / V 1 /I I \ /( J��S) / X NO N I POND OUTFALL - 9Bs, / / a l / I SEE SHEET U2 -\ J �� �� I II I SEE SHEET ST4 a \ I ( / MIN. BW (FT) O s _ _ EXISTING 10 / i\ 1 ) i/ 1 I III \� \ _ II iI / / l — ` o - - - 87 878685 UTILITY EASEMENT $� `_gay- -� 00 �/ \ / /J \ 1 - IIII h� I I I / - /) J !� -86 / \ \ — — ^` — — — — l l �'- - I IIII I 1 \ SWALE SUMMARY TABLE — J I 'I n _____ __ _____________ 86— - / / _ \, i ./ 1 i/ I IIII il�� �� I I,I I / $WALE $1 $2 STORM DRAIN C _Yf EMERGENCY ------------------------------ _ __ _- - - _ '� � MIN o S SEE SHEET ST3 I I/IIII IIII i OVERFLOW _ _ - _ - WEIR �c+g8 - �- '_ _ -�_ - _�\ o ID MIND TW (n:1) BW (n:1) Q Q 1.33 JENSEN GORDON L. I I I IIIII IIII I // ��-`\��\\- - _ - _ // �- \ \\ \) A1 -Al 0.63 26.41 13.0 2.0 27.0 8.1 10.77 o A2 -A2 0.96 22.11 10.7 4.0 16.7 39.0 51.87 I II I III IIt-I \\ \ \\\ e /� = --,\ \► \\ ;�/ A�A3 0.78 4.90 144.0 4.0 6.0 7.8 10.37 W ol III III IIIII\ o dI IIIII I to 6 \ . 4i \1\ \ O MATCH LINE - SEE THIS SHEET O N � O i co CALL UTILITY NOTIFICATION CENTER OF N COLORADO o c • x a W w Sheet o Zo F Know what's below. Call before you dig. OG1 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 28 of 64 a1 41 NORTH ° OWN 40 0 40 80 120 Feet (IN FEET) 1 inch=40 ft. WEST WILLOX LANE G 1 1 1 - G2 o 100'UNION PACIFIC \�� a) X X X X X X X X X X X X X X X X X X RAILROAD ROW _ \ G3 4�1-=4ssa= _ --- - - - - - - - - - - - - - - - X-�E X _ X_=� - - - - - - - - 4 - - - 49- - -4993- - - - - - - - - - - - - - - - - - 91- - -_- - - _- _- - - - - - - _ - - - - - - X - X- - 992_- \ - - - - - - - `\\ SOFT EXISTING6'CITYOF - - m - - - - _ - - - - - - - - - - - - -4993- - - - - - - - -k � ' - - `� - - FORT COLLINS EASEMENT 72'ROW WEST WILLOX LANE _ - - - - - RI9 \\ - - - - G4 GOLD PARK 93- - - - -4993- - - - - - - - - - \ \91 - e s - - - - - - - _ �� - - - - - - - -__= - - - - - - - - - - - - -- --4992 _ - - - - = _ - - �- - - - - - - - 9 Z_ - - -4990- - - 9 0 - \ 4992 - \ _ \" -- 6L ______ 49so�� ij�s9o-4ss1_ - - - - - - - 4ss2- - - HICKORY -- ----- -- - ------ `� gti. - _ g2. - - - _ - - - - - - - _ KEYMAP - - - - T \ � / / _4990- ®NTS (n i � TYPE III BARRICADE - - p - - - - I EXISTING 30'NCWA \\ \ \ \ / X�-X X I o o co 92 _ x x- LEGEND: �._ �w =.- -9 / gL �oA - o - - - - - - ^\ \ UTILITY EASEMENT \\\ \ \ \`\ i Q ------------------------ 1 ° o PROPOSED cn a� o ° o a 9 �- - - - - - - � -- TYPE III BARRICADE \ a 9- - - -SIDEWALK CULVERT - - - - - WILLOX STORM DRAIN 30' ?>> PROPOSED 2' ` - - - - ____ ------------------_ \ \\ EXISTING STORM SEWER o Q) g N_ o\ og. I I rr--rr g�L6 ` CONCRETE PAN_ \ ' a" ° SEE SHEET ST5 - \ \ `� L't, . ° =a EEXISTING 30'NCWA I0.50g9 � °' dI PROPOSED STORM SEWER aUTILITY EASEMENTI I No o o a 49 ( l \ PROPOSED STORM INLET � - o PROPOSED CONTOUR 95 �' �' 7 L 1 �p PROPOSED 10' \ EXISTING CONTOUR - - - -5013- - - - F Z ti. 9, CONCRETE TRAIL WILLOX EAST STORM DRAIN \ \ o FUTURE CITY OF FORT COLLINS I I w m yg s \ ___________________ • •. \ \ PROPOSED SWALE 3 PARKS DEPT. IRRIGATION LINE I 57' I w �e \ SEE SHEET ST6 \ \\ PROPOSED GRADE BREAK ------------------- E (TO BE DESIGNED BY OTHERS) I I 1 ROW Q I y 6'UTILITY EASEMENT �S% tea `\ \ c°�o \ 1 I - - - - - I �09 - - - i - - - - - 19\ 9 \ 4 \� `\ PROPOSED CURB&GUTTER 20'IRRIGATION EASEMENT 1 - - - - - - - FOR FUTURE CITY OF FORT COLLINS N I I I I I I \\ �9 \ god \\ `\ PROPERTY BOUNDARY x PARKS DEPT. IRRIGATION LINE I I I I 4 I 1 I 9 I I \ \ I \ `� �w 92 \ o i \ \ EXISTING LOT LINE - c= I °' 1 1 BLOCK 1 _ _ s 1 z I I \ 19� \ ��� go i ACKELSON CONNIE A. \\ EXISTING RIGHT OF WAY - - _ 1 1 I I I I I PROPOSED LOT LINE - - - - I \ w "� `LOT 2 9 LOT 4 I \\ I `� \� PROPOSED RIGHT OF WAY - - =z PROPOSED I I w 1 °j : Q LOT 1 LOT 3 ?02 4'CONCRETE PAN I I I } I 1 I - - ey I \ \� 33� Mr.a.i Z w/7"CURBS r 1 J o I TO 1 © © I I I \\ \\ PROPOSED SPOT ELEVATION �� o TRACT B u, FG=93.63 FG=93.18 I I © I I EXISTING 6'CITY OF \ \ 4��51 I I I I I 1 I FG=92.84 I FG-92.58 I LOT 5 \ EXISTING SPOT ELEVATION �/ _ FORT COLLINS EASEMENT \ \ DE I 1 I I TF=94.30 TF=93.85 TF=93.51 \ ` - - - I TF=93.25 9 \ \ ir \l 11 1 �� I I I 93 I ?ems 11 �\ \� PROPOSED SLOPES 2.0% } Iv 0 9'UTILITY EASEMENT \ o - - I FG=92.36 1 \ o \ CROSS PAN(TYP.) a 5'SIDEWALK y � � � I I \ �� PROPOSED CONCRETE (� KAFKA, AMY �/ I x I I SAINT JOSEPH STREET �. �'9� I 1 \ �� LOT TYPE } 1 1W - - - _ gp5� I 11 W 00 w \ \ \I I \ PROPOSED CONCRETE REPAVING 1 I �W I - 5'SIDEWALK \ \ \\ �� i `\ \�� oo I W UTILITY EASEMENT 9>>0 \ o (WIDTH VARIES) \ \ oho \ NOTES. W 1 2 I 9��� - _ I 9,�� \` ° �� i WILLOX EAST STORM DRAIN \`\ ti I 1 0 ~ \\ ` \ ° �° I SEE SHEET ST6 �� `\ 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE 9 / I 9?4� h ~ 9 I 1 I PROPOSED \ APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE Z r' © I I \ \ PROPOSED CULVERT l \ RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL w o \ 1 I Q I I FG=93.80 TRACT C \ SIDEWALK ti5 /�� UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING \ � z c CO 19? CULVERT o og. �9 a N w Q o y A, - TF=94.47 I DE \ I o NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING Q II PROPOSED ` oo� New-]Mai- �� -� - �� `\ ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL Q o N: - - - o -� _ \ UNKNOWN UNDERGROUND UTILITIES. \ o �Q I 1 - w 9� - 9a- - 9 SIDEWALK \ I 30' o so I of so CHASE \ a 8 i I 2. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES,EASEMENTS,LOT DIMENSIONS, I -FB I PROPOSED 2' 98� �� ` - g- i j \� UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. r 1 LOT 6 �, I I CONCRETE PAN m } 1 1 FG=94.05 TF=94.72 1 , ,� FG=93.99 pb°lo \ ?o 3. ALL PROJECT DATA IS ON VERTICAL DATUM;NAVD88. SEE COVER SHEET FOR T 3 °D TF=94.66 9�2 cP I BENCHMARK REFERENCES. w o 2 C z 4. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE 0f 00 o Q o o $ I 090.6 gg5� gg1a ?69 - - ��� - y ' LOT 9 ` 1 ` o 9O9s \� FINISHED GRADE ELEVATIONS. o I I I I loco © 1 °' 1 1 © 1 \ TRACT A �\ I Igo a° , 90 5. LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH PROPOSED I LOT 6 g o0 0� LOT 1 \ 4'CONCRETE PAN 1 II I LOT 5 I I O 1 I 1 FG=92.21 FG=91.91 1 \ DE,LIE,AE PROPOSED �� DIMENSIONS AS SHOWN HEREON.SHOULD BUILDING FOOTPRINT CHANGE, 1 1 I © FG=93'99 I I TF=92.88 TF=92.58 4'CONCRETE PAN GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL N w/7"CURBS I I I 1 Id - 1 \ R I I I I FG=94.05 1 1 1 I TF=94.661 9 1 1 ` ' _ g ` e w/6"CURBS MINIMUM OPENINGS SHALL BE A MINIMUM OF 18"ABOVE FRONT LOT ELEVATIONS 9 s 1 1 \ 9 AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING 89 �89 I I I 1 TF=94.72 I I - ' \ o° e� \ o 1 1 i 1 CODE REQUIREMENTS. CO- - - - - - \\ I I 9�so I- - - 929, - I O LOT 10 ` 1 1 1 9'�� 1 �1 \�� 6. ALL HOMES WILL REQUIRE GRINDER PUMP FOR BASEMENT SANITARY SEWER 61 - CI ` 1 F 90 LOT 2 © 16' ao \\ SERVICE. FG=92.44 \ \ I g �1 1 -1 _ FG=91.91 1 ` \ \ I I - \ 9 I O I \ TF=93.11 1 r\ 4'2% 7. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS FG=93.90 �1 �� Qq C- 1 a� TF=92.58 =� \ I �m 1 9` - G m 1 1 �- \ DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS \ I © / LOT 4 `\ \ I TF=94.57 c ICI 1 7J 1 _ _ - , - m� oy PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING 0 / VA I - - - 9 a, � ,_ - � �1 �� v \ I I I� FG=93.82 \I \ \ I I C �, �26 9os9 G �'�/ m\ �' I THE USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, / \ I \ - - - - - - - - 1 �- 9; \ DATES OF CONSTRUCTION,DETAILS RESTORATION PLANS,ETC. \ I c TF=94.49 _ _ _ m o (\ �\��� Imo\ I 1 92�9 m © LOT 11 1 1 y , (f1 - 7 z \ 1' - I I BLOCK 5 m .." 1 1> FG=92.83 1 °�� m� © LOT 3 SWALE SECTIONS s m I I I 1 / TF=93.50 1 m v FG=91.89 1 �h 7 IL \ \\ \I \$ cnl- - - - - g�- - - 3 I I LOT 4 © 1 zI 1. \ ; 1 \ m m 1 \ TF=92.56 PROPOSED 2' co Z N X \\ g gti. gti. I I FG_93.59 \1 \ o�ti m 1 1 CONCRETE PAN e � \ IZI 1 I \1 �', _ 1 I � 1 - 1 \ �o� \ MIN. TW (FT) \\ 1 I m I - I I TF=94.26 1 I 5 , Z � \\\ 1 �I © LOT I I -, - - - - - ' 1 1 - , - 9co S FUTURE CITY OF FORT COLLINS \\ I FG=93.44 9, - - 9�- 9, \ g LOT 12 9 I I I I I 9� Se - so 1 \ \FG----O92.94 ` 1 1 40 r LOT 4 © 1 0l h s 5 �1 MIN. D Q LL a " PARKS DEPT. IRRIGATION LINE I TF=94.11 I LOT 3 I � �1 9 FG-91.67 ^ (n e (TO BE DESIGNED BY OTHERS) I I I y L I I \ TF=93.61 1 1 G 57' ' 1 1 11 PEREZ DANIEL A. �� �� (FT) \ ` TF=92.34 1 t 30'IRRIGATION EASEMENT I I I - - - { I I FG_93.30 I \ 1 0 ROW 9o2j 1 1 t X N x FOR FUTURE CITY OF FORT COLLINS g 10. �y� 1a �� f` TF=93.97 I I 1 °� \-A ' I 1 MIN. BW (FT) O �_ N PARKS DEPT. IRRIGATION LINE �� I - \�\� 8 o I 1 1 I © LOT 2 4ga$I 1 I I 926s 9�B 10�� 1 \\ 11 1 -9Os7 I ��� \\ FG=93.o4 I \ , 9 N SWALE SUMMARY TABLE - Q \ 1 I LOT 2 © \LOT 13 dos I s TF=93.71 I Z I © I 1 FG=93.03 1 I LOT 5 �o SWALE MIN S1 S2 �I I I \\ I I�' w l 1 FG=93.23 I I TF=93.70 I 90o =© I ID MIN D TW (n:1) BW (n:1) Q Q*1.33 I ��1 W I TF=93.90 I ^5 V I ��$0 : s 1 FG 91.45 I I 1 CD I I ICI, - _ - - - - '�i � I - - - - -I I I 1 TF=92.12 I II gp�9 g21g z w A1 -Al 0.63 26.41 13.0 2.0 27.0 8.1 10.77 I I I - - 9�� 92O e - - - 30' - - - - I ► I I A2 -A2 0.96 22.11 10.7 4.0 16.7 39.0 51.87 x R9\\ \ I © LU LOT 1 Q I I I I LOT 1 g LOT 14 1 1 w 1 0 ° I I I A3 -A3 0.78 4.90 144.0 4.0 6.0 7.8 10.37 FG=92.69 ILL I 1 0 I I I © l� : 1 I LOT 6 I a s FG=93.19 I 1 I FG=93.68 \�a I TF=93.36 - 1 1 TF=93.86 I I I�' 1 I 1 FG=9�1.23 ti �� TF=94.35 00 es- - - - � �� � - - - - - I ��1 - TF=91.90� o STORM DRAIN A 1 g°3 9 90�• STORM DRAIN A5 �I I 1 SEE SHEET ST1 15'UTILITY EASEMENT °�� SEE SHEET ST2 - 0.7�° - o99y : m - - - - - - - I. ��� - 15'UTILITY EASEMENT 1 I o s s LOT 7 CALL UTILITY NOTIFICATION CENTER OF N 5 SIDEWALK - - - O - -� I N s TYPE III BARRICADE 5'SIDEWALK -4987 B I COLORADO FG=91.00 I 1 a N OM4-3 END OF ROAD MARKER \\ MOLLER STREET \ \\ \ TF=91.67 b ■ ■ ■ ■ ■ ■ ■'■ ■ ■ ■ ■ ■ ■\ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ X MATCH LINE - SEE SHEET G2 Sheet Zo U. Know what's below. G Call before you dig. 1 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 29 of 64 a1 NORTH 41 ows 101) 40 0 40 80 120 Feet (IN FEET) 1 inch=40 ft. G1 WEST WILLOX LANE 00 MATCH LINE - SEE SHEET G1 ■, ■■��■ . ■�� ■ _. ■ mmmm. ■ ■ ■ ■�_�■ ■ ■ ■ ■ � ■) ■ ■ ■ ■ ■ ■ ■ . ■ G2 I ROW / - -r-� \\\�- ROW - E-� I I ao o- MOLLER STREET ,I 89 9 & I OM4-3 END OF ROAD MARKER \\ - / ems °08 9os I O LOT 8 I 5'SIDEWALK 5'SIDEWALK _© 1 G3� TYPE III BARRICADE i 5y :.y - 9 - - - - FG=90.78 15'UTILITY EASEMENT 90 °S 9��2 �As �0 15'UTILITY EASEMENT 2 I - - TF=91.45 J000 00 STORM DRAIN A5 p I - - - - I 9 9 - - - - - - - - - ° °sy SEE SHEET ST1 9's� 9��s\ I W 'c'e LOT 5 I g W I s I I s vI SOFT I \ \\ © © N I 0 LOT 6\\ I I I LOT 9 © I I I GOLD PARK LOT 13 FG=92.50 I I I W I FG-93.74 I I f I FG=91.88 \�\y I FG-90.55 64 PITT, JEAN- J I I \� TF=93.17 1 : y� I I 9� TF=94.41 y2 �o of I loo TF=92.55 I I °,� I W TF=91.22 I � �--zi O-W - - - - - - - - - - - _ W 1 1 Q � 1 I , 91_ - J I =� 1 w i �9°� - �9s� I �8s� I I HICKORY�TREET- Fz° I o W LOT 4 \ I I I © LOT 7 Y Y I I I KEYMAP NTS Q p.� PROPOSED L W < B \ o ° cn E AREA INLET I I w � I W � Q I O \\ 1 I FG=91.65 � I � : \ Z a I LOT 10 g � I � ,� / l i LOT 12 © \\ ¢ ;o = I LL FG=93.63 I I TF=92.32 w \ Q 1 � I { \ 1� FG=92.80 y w 1 : 9, 92 TF=94.30 9� `:I,. BLOCK 6 I o_ I E >- _ ° �' L U ° U I `� I I I `� w FG=90.331 I LEGEND: I aa. TF=93.47 } I I ~ ° I J s - - �� - o _-- �� `� ~ �,o o -w - - Z I � I � - _ - J _ _ ~1 - - - - - � _ �` I I awl L _ _ TF=91.00L ° Z� . I J - - W 1 _ _ - I 1 1 I EXISTING STORM SEWER Top o° N o p / I Z Q 1 - - - W Pa - _ - -- - - - - 1.L p U o 6 a c L (A I I I o ' I w I - oo I Q I _ _ - s9 -. .-- sg : PROPOSED STORM SEWER a o o o E - a PROPOSED STORM INLET - - o c) m o - 91$ 11 31 I WI IU) $$. W AO 1 QO I 1 a � ° �+ � m I I oo I - `�� - 91' \ I LOT 3 I`n TRACT D ¢ I �- I I I \ I g LOT 8 I 1 LOT 11 C - - © w Lu 1"� I I I PROPOSED 10' w° N U c o- o p 57' I FG=93.63 I~ _ J L CD W FG=91.43 I : I © I I CONCRETE TRAIL PROPOSED CONTOUR 95 _ N a © I ROW TF=94.30 IJ JIB TF=92.10 I 57' FG=90.10 I I I EXISTING CONTOUR - - - -5013- l I LOT 11 FG-92.81 ' °a ��s �I I? ��y Z �h� C TF=90.77 - I I I_ - J 1 1 I I-\ L o - - J I w o ROW I \ PROPOSED SWALE TF=93.48 I - ILL - - I ------------------- 3 L - J 30' Y - - - - o - - - o� - - -- -_-_- _ j - - 1 J ° Q _�\ I o y -1�- - - - - - - �- - PROPOSED GRADE BREAK ------------------- �` �-�L Q � 0 2 - - - - - � W OAP � B9 - - d UO I se \ { 1 PROPOSED CURB&GUTTER I I \\ LOT 9 \\ s 'e w STORM DRAIN A ' \6$- - - B� w LOT 2 SEE SHEET ST1 n o 9° © -' v O 4s8� I PROPOSED PROPERTY BOUNDARY (D X - - - - J I I \\ © I 36' 1 LOT 12 B FG=93.37 ~ $Q� I 4'CONCRETE PAN z 1 w �°' I I FL FG=89.88 I EXISTING LOT LINE 110 - `C s9 I LO I I \'FG=91.18 rn I w/6"CURBS - i s I 1ti : TF=94.04 oy 10 ' I o0 1 TF=90.55 { I I EXISTING RIGHT OF WAY - - W w c I I 12 I LOT 10 _© 90 I S9 I - 8s - - - - J sQ 1 �° L TF=91.85 I �� - I FUTURE CITY OF FORT COLLINS I FG=92.38 _ _ _ _ - - - - _ - - CO ag3o L - - - - - J { PROPOSED LOT LINE - - - - z- PARKS DEPT. IRRIGATION LINE I I I - - - - - I m50 ( ) I I I y TF=93.05 I I - Co- - - _ - - I r - -- - _ - s PROPOSED RIGHT OF WAY - - C z TO BE DESIGNED BY OTHERS I -I II a96 L � - I I I LOT 1 I LOT 10 \\ \ I ss I ss I 33 a3 z 20'IRRIGATION EASEMENT - - - - - - I © I I B \ I I 1 1 1 LOT 13 © 1 I PROPOSED SPOT ELEVATION �� O FOR FUTURE CITY OF FORT COLLINS °� 9 1 9032 I I I 1 - - O I 1 0�o I 1451 0 so - - 1 FG=93.04 FG=90.60 eD FG=89.60 I EXISTING SPOT ELEVATION l� PARKS DEPT. IRRIGATION LINE 1 I'll wr LOT 9 002° 90 I TF-93.71 91 o1h TF=91.27 � I TF-90.27I�I - - ��LU FG=91.82 9�j\\ 1 - - J I L S8 - as8 2.o°ro Q / �,){ I _ __ - - - PROPOSED SLOPESbi PROPOSED I Q \ `\ 1 90.13 �g - - - - - - 88.06 o I w TF=92.49 \ AREA INLET 1 I I� I �� { 0 9'UTILITY EASEMENT °� I s� - - - ss o J \� 9y r PROPOSED I ss I I PROPOSED CONCRETE III ��7- 1 II I o 5'SIDEWALK ss I LANDSCAPE WALL GBP LLC PEREZ DANIEL A. CROSS PAN(TYP.) a II 1 i I� / LOT 14 FG=89.28 I LOT TYPE AO 87>4 / TF=89.95 W 30'- - � \ . � - - - _ _ _ CO ROW SAINT GRACE STREET / PROPOSED CONCRETE REPAVING w - . . . - . . . - / 8 PROPOSED �s / FG=91.77 09�00- . . . �a�a9o9 s�9L e$$y a�y� a�3y a ti� �876 SIDEWALK I N z III \\ TF=92.44 _ LOT 8 / \ p sQ ' - 5'SIDEWALK _ �99 3 CULVERT ga o J \ / ' \ $ s�a9 PROPOSED-61 °�'o a 9'UTILITY EASEMENT - - - - g6 FOREBAY � NOTES. PROPOSED �\ \ / / I - I � sQ FOREBAY � / LOT 7 I I I sA 99 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE \ = - - 9 - -I I - �� APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE w o PROPOSED i ca RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL O o s \R / / _© / a LOT 6 LOT 5 �9yy I LOT 4 893� I LOT 3 a9oi \ I LANDSCAPE sss? UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING N iLi`f zQ'o PROPOSED \ , / FG-91.57 god \ I \� WALL I NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING � Q II D- RAIN GARDEN B I WI W w W / / \\ I \\\� B�6g I LOT 1 I �W W sn ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL Q It U. BIOMEDIA AREA c° \ TF=92.24 / \ s s� UNKNOWN UNDERGROUND UTILITIES. N Q \ _© _© I _© LOT 2 © 1 a^ 9 $� � \ / FG 90.69 I FG=90.35 I FG=90.07 I - m W W co yl W aW w w \ FG=91.23 FG=89.39 s IIII 2. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES,EASEMENTS,LOT DIMENSIONS, n RG B UNDERDRAIN \ 9 / I TF=91.36 I TF=91.02 I TF=90.74 i FG=89.72 I TF-90.06 690 I UTILITY EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. r / SEE SHEET U2 I w w W w W 8 8> �8 \'\ / TF=91.90 I �\ \ I - j- � TF=90.39� °° I W wl. y W 3. ALL PROJECT DATA IS ON VERTICAL DATUM;NAVD88. SEE COVER SHEET FOR �N o m EXISTING 20' y - - \ I _ - J w STORM DRAIN B C)T w o / DRAINAGE EASEMENT W W \ / \ 1 I I ?y o�' : I I SEE SHEET ST3 BENCHMARK REFERENCES. o 2 1 yWI �� \\ I 1 I W ��. Or U) Q / LL y 8g s�'s \ \se l �88. PROPOSED 12' 4. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE 0f rn o Q o I-I . 34 UTILITY EASEMENT - - - - a1. W" w I CONCRETE TRAIL FINISHED GRADE ELEVATIONS. - - - 0 - - - - - - - - I I S FUTURE CITY OF FORT COLLINS I�W W W y - - _ _ _ _ 3- - - - _ � I w W ssa 49 - I 5. LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH �I PARKS DEPT. IRRIGATION LINE I W d W W W W 'w g6.24 DIMENSIONS AS SHOWN HEREON.SHOULD BUILDING FOOTPRINT CHANGE, M (TO BE DESIGNED BY OTHERS) W/ 87 W W �� W W 0 � w � I I GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL N I s��g 86 s W \ I I MINIMUM OPENINGS SHALL BE A MINIMUM OF 18"ABOVE FRONT LOT ELEVATIONS 30'IRRIGATION EASEMENT I s soy ssa ss AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING FOR FUTURE CITY OF FORT COLLINS s62s'g 85 ss° ss� ss2 9 s W W W - W w . W W W w . I ssoR \ RG A UNDERDRAIN CODE REQUIREMENTS. PARKS DEPT. IRRIGATION LINE 85 \ s s 8589 a��W ; w W /J \ /\ I SEE SHEET U2 P 6. ALL HOMES WILL REQUIRE GRINDER PUMP FOR BASEMENT SANITARY SEWER 8 TRACT A X SERVICE. I DE,UE,AE - & _ 1 I _ _ _ sg> �!s, a/ I I I 7. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS 7 s�-_ I I DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS i I PROPOSED 2' PROPOSED DETENTION POND - X PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING _ 1 I I THE USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, CONCRETE PAN o.5° 0.5°�° PROPOSED sus C _ PROPOSED 2' V - J 1 I DATES OF CONSTRUCTION,DETAILS RESTORATION PLANS,ETC. s 1 Q PROPOSED POND �' CONCRETE PAN ��Ry �°ry hv $6 RAIN GARDEN A / 87.28 1 OUTLET STRUCTURE / s BIOMEDIA AREA / I o �� SWALE SECTIONS s STORM DRAIN C SEE SHEET ST3 a6 ss \ N` o �9 sy8 _ J/ I MIN. TW (FT) o��� 86 85 sQ �� s00 w 87 s0 B�2 s�v - J�9�5 ]J O 9 o S ss2 87 IN. D ° - - - 2 - -� 86 86---�- (FT) LL � / - o x I 7f/ - -X - - - X I � I l I I EMERGENCY ---------------- 7 EXISTING 10' (FT) O v ^^ OVERFLOW "s MIN. BW _ N a MO. III I WEIR _ UTILITY EASEMENT 65 _ _ - - - \ 0 0 I i I III �, I Q J I x x x \ o I IIII It I 1 Imo _ _ � _ \ _ � � , � ` / / \ \ � SWALE SUMMARY TABLE / \ \ \ \ N � PROPOSED I I I � � // + \\ \\ \ SWALE MIN n:1 n 1 *1.33 s I I I I I / !-- \ , x I ID MIND TW ) BW ) Q Q W n 30'DRAINAGE I III / EASEMENT A1 -Al 0.63 26.41 13.0 2.0 27.0 8.1 10.77 v - - - \ DOG PARK / A2 -A2 0.96 22.11 10.7 4.0 16.7 39.0 51.87 Ir 0.78 4.90 144.0 4.0 6.0 7.8 10.37 4983 \ \\ --4982- MATCH LINE - SEE SHEET G3 I co CALL UTILITY NOTIFICATION CENTER OF N COLORADO o c • x i I a W W Sheet o F Z Know what's below. �'1 n Call before you dig. V L CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 30 of 64 a1 _ 41 NORTH ° OWN I LOT 2 I I 40 0 40 80 120 Feet BLOCK 1 I I I ' III (IN FEET) j TRACT A _ _ _ _ _ _ _ i i I I i l l 1 inch=40 ft. DE,UE,AE WEST WILLOX LANE LOT 6 I LOT 4 WEST WILLOX LANE _ I I I I III , r (SEE SHEET R7-R10) BP: 10+29.01 I I LOT 1 I I I S00° 41' 00"W I I I I - I ' I I STOP SIGN w/ ISAINT JOSEPH STREET 1 1 PROPOSED 10' 80.00' L=126.16', R=2485.00' Z > __ X STREET NAMES (SEE SHEET R4 I I CH=126 15'®S00° 46' 16.16"E m CONCRETE PAN I ) I j - _ - -I I - STOP SIGN w/STREET _ _ __ -PI: 12+00.97 PI_12+80.97 - - - ._ - - .- PT: 14+37.12 I R1 PC: 13+10.96 1 L NAMES, N0OUTLET - - - - _ _ _ _ _ _ 1 T 1- - 1 1 LE - 9'UTILITY EASEMENT - - - - - - I I 1� 9'UTILITY EASEMENT _ 0 O 5'SIDEWALK - - _ PT: 14+37.89- - 5'SIDEWALK R25 S00° 41' 00"W 11+00 12 00 .• 15 00 13+00 14+00 S02° 13' _� R2 I 171.96' . . . . . . . . - . . . - . . . R25' . . : . . - . . . . - . . . - . . . . . . - . . . - . . . .-. . X R25' S00° 41' 00"W 10+00 S00° 41' 00"W 1 +00 30' 12+00 29.98' 14+00 S02° 13 00 ��--57'ROW- �- - S00° 41' 00"W 126.93', R=2500.00' _ moo STA. = 10+00.00 24o.s4' FL-FL SAINT THERESE STREET 70.02' 1 0+0 CH=126.91®S00° 46' 16.16"E 100.96' 00 m (SAINT THERESE ST) 11+00 Sow.' 00"W 12+00 _ -z5�5oo' - - R25 - . . . - . . . - . . - . . . - . . . - . . . - . . . - . . . 13+00 - ' R= 14+00 S�2_L3' 2"E . . 15 STA. = 21+58.53 I 281.97 - . . . - . . . . . . - . . . - . . - - . . - . . . - . . . 100.96' CH=127.67'4S00° 46' 16.16'E (WEST WILLOX LANE) I _ 5'SIDEWALK 9'UTILITY EASEMENT 10'CROSS PAN - PC: 13+10.98 - - - I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - I -1 /n BP: 10+29.01 SPEED LIMIT 25 STA. = 12+40.94 PROPOSED DRIVEOVER I - - 1 0.1 v, (SAINT THERESE ST) CURB&GUTTER I ♦ -STA. = 10+00.00 I I O D GOLD PARK o z X I I (SAINT JOSEPH STREET) I PT: 14+38.67 I Co ® KEYMAP I NTS O N U m (n L c LOT 3 �, .�° °� ° I LOT LEGEND: LOT 6 LOT 5 I E o ��•�o o W aL+(n C T C O W T�� X I I TRACT B I 1 I I I I DE 1 1 I PROPOSED CURB&GUTTER - o Q) C m o I I 1 I I I PROPOSED CENTERLINE 1.) Q 2 o o u a PROPOSED RIGHT-OF-WAY - - a o-0 c °> Novo o c EXISTING RIGHT-OF-WAY - - a w e a'a 0 w PROPERTY BOUNDARY F 75.0'VC PROPOSED LOT LINE SAINT THERESE STREET EXISTING LOT LINE - - - - E HP ELEV=4992.70 2.06 0 mo LEFT FLOWLINE EASEMENT LINE - - - - - - - - - - w PVI ELEV=1+46.55 9.96LIDPVI ELEVSTA= 4992.84 2.17 SAWCUT LINE - - - - - - - - - - € 0"x SCALE: 1"=40'(H) 1"=5'(V) z c Z Ld 5000 0 'n KA.D 37.470 Q 5000 PROPOSED STORM SEWER _ 0 cp LO mco o - ry PROPOSED STORM MANHOLE �w B a N o co o o (0 N rn `Y'+ rn or rn r c� r cp r` a N r PROPOSED STORM INLET +s~ _ N (O m t W r (O r O) N O) (O N I� O) r (q W O + �I O O N O) �} O) Ot O V (n U LL O O r N O r co O N O +o r II II II > > U U c+y v 0) rn C0 rn N �+-, v c++ v iii iLi Uj iLi EXISTING STORM SEWER z r r II > m °0 > > r II + O) N 't r r VU U II II II > Q W H J W W > r II II II II > m W ILL O N v r r II II u > U > EASEMENT EDGE OF ASPHALT z 4995 w W Cn W co W ~ J II > ¢ w w-can w-� W 4995 PROPOSED EDGE OF ASPHALT -> > a s U W I H _j U) W PEDESTRIAN ACCESS RAMPS ~ as � o o a as PROPOSED (AW > > as as as a a 0 1.00% 0.50/o - o GRADE d d w 1.50% 1 1.50/o - -1.50% Q -1.25% 1.50% 1.00% 0.50% 0.50% PROPOSED CONCRETE 0 -0.70% CROSSPAN(TYP.) O ou c� 4990 � 4990 Q - - - - - A-_ W W - 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE } w EXISTING APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE W GROUND RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL °� UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW 4985 4985 CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL N N UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN "z EXISTING UNDERGROUND UTILITIES. o,-1 PROPOSED-, m o GRADE GROUND 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND J) w o °� o v m l v N v n v N cn r� RECOMMENDATIONS. 0 O - (`')'� (O r_' . (p N d"N O N I�'� M'7 V'7 f- of . m O O'o0 O h c ' . (� ln'� CIO ITco moo mco moo mcv mro mco moo mIo moo mm moo mco mro moo moo pW moo 4980 �clj m m m m m mIN m m m m m m m � m m 4980 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN v v v v vl� v v v v v v v v v �r THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS w 0 9+50 10+00 11+00 12+00 13+00 14+00 15 00 TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS N b Q 75.0'VC 60.o'vc SAINT THERESE STREET S C 11 HP ELEV=14993.12 - PVI STA= 12+24.69 4. SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. o o N Q HP STA= 11+27.75 PVI ELEV=4992.08 CENTERLI N E PVI STA=11+46.50 A.D.=0.52 5. EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO PVI ELEV=4993.26 K= 116.27 SCALE: 1"=40' H 1"=5' V ?" ( ) ( ) 4 BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO A.5000 0 o K°37 50° O) M M 5000 PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. m } wL s + M °p � � � V M HN m O N r : r i m O 4 ONj (V (14 O � O1� � LLI � � r VI u) � Or M V V _ _ w0 Z U Z U O V N O > V U W Cn W N O O M r W r LLI 0 00 W �' I t rn m >. > UUU r � p) r � 0 � U 0-0) 0m Om II > _O V m W W > mll W + O > > j > II II m U (N cT m W 4995 U) W W W a w m W 4995 > d W U) W -2.21% 2.00% 0.50/0 0.70% 4990 1 �' N o PROPOSED N 4990 rn rn GRADE Qf m W Zip co Wr c+n a. _ 50.O'VC W U � UU L1.1 ' I I PVI STA=10+84.00 - > m > > EXISTING GROUND W i•i•� 4985 PVI ELEV=4992.94 m 60.0'VC W W `� 4985 W d A.D.= 1.50 y K=33.33 PVI STA= 12+94.69 o a PVI ELEV=4992.11 Uj g o PROPOSED EXISTING GRADE A.D.= 1.60 o CL y GROUND K=37.51 f� (fl M r N N 7 1­ W l!') O m 1� p O C N m'm N p h'In O �'M O N OR �T N -O-N In (p'N O N7 M O �'m cf o0 M'00 r h O If] Q r N N -m Nlm - N m M O co m co m N m N m N m m m N m N m N O N.� N 00 N-00 Nlco N co W °° 4980 � � mro moo mm mW mm mM mro � � � � � � � � moo � � mao mro � � moo � � 4980 O o�, m m m-m m o) m m m m m m m m m rn m m m-m m m m m m m m m m m m m m m m-m m m m m W 9+50 10+00 11+00 12+00 13+00 14+00 15 00 IQ U Q Im 75.0'VC SAINT THERESE STREET N HP ELEV=14992.70 2.06 X W I o HP STA=111+27.77 - 4.57 /� RIGHT FLOWLINE O c PVI STA=11+46.52 90.93 SCALE: 1"=40'(H) 1"=5'(V) J W " F PVI ELEV=4992.84 92.1706 s � A.D.=2.00 x o 5000 cD K=37.5o N N r 5000 w " + V O ICI O > > U ILL + O)(} O) M V fn LU (n W c II II > > m m > > II ° 1- � I U U PROPOSED U U LL Z II > QW � � WWQw u ° II ° II > mm GRADE wW Z 4995 � J U) W `� W co W Q W Q W w 4995 5 ) - > W as > > a WU) Uj cnW - m D_ � > > Uw as ao > » > as aaaa 'a % 0.60% 0.50% 0 0.50% ° F Z,00 /o -1.00% 0.50/o ° 0.70/o m " 4990 4990 o � co QD �/ I CALL UTILITY NOTIFICATION CENTER OF " COLORADO EXISTING co N 4985 GROUND w 4985 • W _z • w Z PROPOSED EXISTING J X GRADE GROUND U Sheet (o o O M p r � N co r c) M Q Know what's below. R M 'R'cD Cp In n'� O M •R N O N p N In In N I� d- p'� 'p'O O m m m f-'h In h 7 Nm N m N m Nm Nm N m m Im m mm� -Nm N oo00 co CO 4980 m 1 oo mro moo mco mco mro moo mllco oo mco moo moo moo moo moo m °o 4980 Call before you dig. o� m oo m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m d v `� d v CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU 9+50 10+00 11+00 12+00 13+00 14+00 15+00 DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 33 of 64 _1 NORTH ° 40 0 40 80 120 Feet I I I I I I I I soo° 12' 29"w I I I III 1 1 1 I ' I I ' I I SOO' 1 I I LOT 2 I LOT 1 , ( IN FEET) III I III I I I I I 1 1 1 inch= 40 ft. LOT 2 I LOT 1 I LOT 5 I I LOT 4 LOT 3 1 LOT 4 I LOT 3 I II III I I I I I III I , soo° 23' os"w 1 1 1 1 1 1 BLOCK 6 1 1 1 III I SAINT GRACE STREET WEST WILLOX LANE r l l BLOCK 5 1 ! MOLLER STREET I 1 23.17' III III ' EP 19+01.90 l i I (SEE SHEET R3) PC: 15+38.08 1 STOP SIGN W/ I SEE SHEET R6 1 I I 11 1 I 1 1 Z D STREET NAMES PI: 17+32.38 STA. = 19+01.98 _ .� I L - - I - - - � L - I I 1 I I_ - 1 I L - - - � I L (SAINT THERESE ST) 1 M PC: 15+38.85 I 6'CONCRETE PAN I PROPOSED DRIVEOVER I , STA. - 10+00.00 R1 " I - -PT: 16+52.76 CURB&GUTTER T 1- - - -a- - - - - - - ,- - - - - - - - - - - -(SAINT GRACE STREET) 9'UTILITY EASEMENT - p C d- L J _ 19'UTILITY EASEMENT 39. - 5'SIDEWALK - • � ' 5'SIDEWALK %�• _ 15 00 =137.47'. R=2515.00' 16+00 i 0 18+00 O - . . • - S00° 23' o6"W 19+ 0 . . - . . . - . . . - . . . - . . . - - . . . ... - - . . . C = R25, I R25' - . . / - •1s-2� R2 „E-15 i _L{_113.91', R=2500.00' 16+00 30 17+00. S00° 23' 06"W 18+00 CH==11 0® R0 55' 12.91E 1 57'ROW- 30FL-FL -�� 5V'ROW-- 30' 19+00 R25' R25' 209.52' SAINT THERESE STREET FL-FL , �� 15 00 000 6 0' = 16+00 - - 17+0 _ - - 18+00 -SO' ' 6" 19+00 EP: 19+01.98 / 00 - .. . CH=136.08'(�500° 39' 23. 3" .5 - - 169.52' �.• � 5'SIDEWALK 5'SIDEWALK PI: 17+32.56 T 9'UTILITY EASEMENT 9'UTILITY EASEMENT 1I - - - - - - - S00° 23' 06"W- - - - - - - - - - - - - - - - - � - - - - - PC: 15+39.63 STOP SIGN w/ EP: 19+02.08 i - - - -I � � , STREET NAMES STA. 16+92.28 I + -I PI: 116+92.46 I (SAINT THERESE ST) I F i _ 1 < SOFT o 0 > I 1 I IS00° 12' 22'W I STA. = 11+59.16 \ GOLD PARK z 0 1 I BLOCK 4 i 1 I 33.67' I i (MOLLER STREET) l I I \ KEYMAP --LLJ 1 1 1 LOT 1 I I I BLOCK 3 i I `1 ®"� o ��o U) U) LOT LOT LEGEND: LOT 3 1 I I I I I LOT 13 LOT 12 1 11 I LOT 11 I LOT 10 1 1 n �, o w 0 0 o LOT 9 `, "L-0 C o Q)W r�`� I I - - - I I I I - - - ! I \ PROPOSED CURB&GUTTER - \O a o -0 o a o PROPOSED CENTERLINE (3 o F D.o E _ a PROPOSED RIGHT-OF-WAY - - o O a o 0 EXISTING RIGHT-OF-WAY - - a w c ".o 0* c�w PROPERTY BOUNDARY 50.0'Vc SAINT THERESE STREET 75.0'VC EXOPO G OTOLINE E E p PVI STA=16+22.63 HP ELEV=4991.15 oa O PVI ELEV=4990.96 HP STA=18+12.30 LEFT FLOWLINE EASEMENT LINE o w A.D.=1.30 PVI STA=18+24.80 c- K=38.46 SCALE: 1"=40'(H) 1"=5'(V) PVI ELEV=4991.28 SAWCUT LINE - - - - - - - - - - =�3 0 x A. z 5000 < KD 50.00 5000 PROPOSED STORM SEWER Fw0 LU �_ PROPOSED STORM MANHOLE an d cpn o M p PROPOSED STORM INLET rr- rMpto � � Na? - 00 + °+° rn W 0D p EXISTING STORM SEWER S z v � COr � � ++ m rn0 - W + CD(D a0 N O CM U) LLI V r0 d) LLL o EASEMENT EDGE OF ASPHALT z 4995 > m � U > > °' 4995 PROPOSED EDGE OF ASPHALT m � > cov a pv mm w W 11 II H W W II 11 > II > Q w < W 11 > F _j PEDESTRIAN ACCESS RAMPS a H � (nW � W (nW w > > a a > > a a PROPOSED CONCRETE--U) W Cn = } 0.70% a s a s CROSSPAN(TYP.) o 4990 -2.00% 2.20°/°_-2 0% z.00°/° 4990 - M M NOTES: �� w �, ch 0 r _ r co + O _ 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE } w U o uj U APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE w m m_ _> Uj w RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL ,°�° W 4985 UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW _ 4985 50.0'VC CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL N fn PVI STA=17+62.30 UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN N z PVI ELEV=4990.96 UNDERGROUND UTILITIES. r, A.D.=1.50 PROPOSED EXISTING 0)o0 K=33.33 GRADE GROUND 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION,DESIGN AND r o N O N r o_ N m o v M r N RECOMMENDATIONS. O O V M W V O W NCO O O r 1n m 00 m 00 m 00 m 00 0) 00 m W OD m N DCO T- 01 00 W a0 d) 00 m a0 m 00 m 00 m m 4980 a L�980 3. 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 W 0 15100 16+00 17+00 18+00 19+00 19+50 TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS N < N 50.0''vc 75.0'vc SAINT THERESE STREET (LCUASS). Li Q II M a_ PVI STA=16+22.63 HP ELEV=4991.15 4. SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. o o � Q PVI ELEV=4990.96 HP STA=18+12.30 CENTERLINE A.D.=1.30 PVI STA 18+24.80 5. EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO K=38.46 PVI ELEV=4991.28 SCALE: 1"=40'(H) 1"=5'(V) 4"BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO A.5000 KD 50.00 5000 PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. m CY) U r W s t CDC MO C? �O �_ (° C\1 O n Ind Q a 0 0 4 00 d7 CD 0 a'00 W 0_ � 25 Or T V 00 a1 � ( 0) M L(J V N O In d' 0-0) D] 0 O] V U L6 6-0) O m a) uj U (n W p+ rn 4995 > W r °° 1 p 00 M 4995 mm > > cc 11 � v ,n w W II II W W IIII > II > 11 Qw QW � J QW !nW I-_ W--H Cn W > > m W > > > > as > as -0.70% a a a a PROPr 00/oGRADE 4990 2.00% 2.20°Jo--2.20% 2.0000 4990 w M +LU + 0) EXISTING GROUND � 0) LU U In W 4985 m 50.0'vc W W 4985 W o NI PVI STA=17+62.30 W ° PVI ELEV=4990.96 PROPOSED EXISTING 6 A.D.=1.50 GRADE GROUND J < y1 K=33.33 N O r O N O N r O N m O a M r N p O V (M N N V O -00 N O c O O-to- IDr O ~ n 00 I� O r O m n o O o O u0 O (D O Q D) 00 O 00 D) 00 m 00 M 00 m N 0o 00 m O M 00 m M M 00 m M 00 m 00 m 00 D) of N 4980 M--0, M �M � M_m------------------------m_(I M--M M--0) M_a M_-m � 0 m � M M M �M M m � 4980 Il fi O Uj � Q 15 00 16+00 17+00 18+00 19+00 20+00 20+50 `Q IX SAINT THERESE STREET 75.o'vc X W N HP ELEV=4990.73 00 HP STA=18+12.42 RIGHT FLOWLINE PVI STA=18+24.92 O s 3 SCALE: 1"=40'(H) 1"=5'(V) PVI A.D.=14500.86 J06 N 5000 K=50.00 5000 J W O p 1 r OD o u M M � C~D V � K X 0 � f� � I N � CD Cl) co co IN rn 6 °+° rn co oo 00 J G + 0) (f') . M00 ON � N NO � 7 ODO 00 N O r t` N O Oq r N O c0 M_ ni O z 00 II � � Ia 0 + O D1 + � T fn W W � � 4995 + 0 co r II M 4995 z SN Q J II CD I 11 r V II > Q W m m W W II II rn 'S » � J < Lu Q W HJ (n W HJ Q W aS as > > fnW » � w » a � cnw I as »as > > a� ad �^ 00 as as �JJ 0.70°10 N d -0.70% -0.90% ° 0 1.00 0 0.50% - o - 4990 1.94/0 2.22 2/ 2.00% -1.00% 00 �°--2.2 ° - 4990 ° � o � / N N a 00 p 00 (CD M r�_ CALL UTILITY NOTIFICATION CENTER OF 5-1 u COLORADO a � LU 4985 Lu � � - - - 4985 • w W Z as a J z C4 !tlX = Sheet CD U. r o o O a LO N o r M o Know what's below. Q F- N O Colo V. N N O 0 � (D (o (� V' V M M (D V M R 2 K N W 00 r h r-h r r r r m O (D m O O CD O (o (D (D (O O u) o 4980 ME `° °° � 0) m 00 m °° °° a) m `° °° °° `) °° °° 0) M 00 cc)a) � `) 00 °° � `° 00 � � 4980 C811 before you dig. M m M m M m m m M m m m M m m m M m m M m m m M m m m M m m m a � �T� v �r va v �r v �r v �r CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU 15+00 16+00 17+00 18+00 19+00 19+50 DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 34 of 64 a � I I SAINT I I I -SAINT THERESE �TI�EET I I I , I I I I NORTH LOT 10 (SEE SHEET R2� BP: 10+00.00 LOT 2 LOT 9 EP: 14+81 90 SEE SHEET R5) ' LOT 12 BP: 10+00.00 I EP: 15+56.89 I I I 40 0 40 80 120 Feet L EP: 14+34.78 STA. = 10+00.00 TRACT D BLOCK 2 (SAINT GRACE STREET) I l BP:-10+00.00 - - - - - --____- I STA. = 14+81.90 I I I ( IN FEET) STA. = 19+01.98 I 1 - - - 1 -- - __ = r100° 23' 06'E_ I - -(SAINT GRACE STREET) 1 inch= 40 ft. (SAINT THERESE ST) I F00° 23 06 W -I I I F 62.41 w STA. = 18+74.87 1 62.48' I I I WEST WILLOX LANE - - - - - I I BLOCK 6 1 1 I I o I (SAINT JEROME STREET) _ L=47.12', R=185.00 S00° 23' 06"W LOT 1 62 48' LOT 10 PT: 13+72.28 T L=47.12', R=185.00' LOT 3 1 F_ CH=46.99'@S07' 40' 52.96"W I PROPOSED I I 1 CH=46.99'QNO6°54' 39.00"W r I 1 1 1 PC: 10+62.48 SIDEWALK CHASE L=39.27', R=25.00' z PRC: 10+47.12 CH=35.36'QN45° 23' 06.37°� I PC: 10+62.48 - - - - - - _ - PROPOSED 10' { -PRC: 15+09.77- - - - L=39TT R=25.00' - - - - - CONCRETE PAN - o LOT 9 I I I CH=35.36'C�S44° 36' 53.63"E 15'UTILITY EASEMENT I O - - - - - - - - - L=62.83'I R=40A0' PROPOSED SIGN _ _ _ _ PROPOSED SIGN O 5 PT: 14+19.41 d- R25' w/STREET NAMES 5'SIDEWALK w/STREET NAMES O I 1 CH=56.57'®S44° 36' 5 .63" X O O \ / 11+00 PT: 11+01.75 12+00 S89' 36' 54 13+00 .. LOT 14 I 3 II > 12+00 30' S89° 36` 54"E 57' 13+00 � / \ SAINT GRACE STREET rL-� z31.zs Row- L=131.05, \ R-63.00 \ / . 2+00 S89° 3 'E- +00 PC. 13+56 L=131.11', R=63.02' CH=�08.67'®S44 36' 53.63°E I • • • _ / CH=108.71'C�N45° 23' 28.34"E • 106.22 14+00 - / \\ ` LOT 8 // \\ ` 5'SIDEWALK _ _ _ _ REMOVABLE j \ - 9 UTILITY EASEMENT BOLLARDS \ ,29 - - - -\ _ _ � PT: 12+25 � - � _ � i PROPOSED 4' R3 APT: 11+25.31 I I -� - SIDEWALK CULVERT' I L=47.12', R=185.00'I - - -] PC: 13+31.51- -] I \ I CH=46.99'@N83' 05' 19.78"E I _ PROPOSED DRIVEOVER I I L=47.15', R=1I85.00 f - - L=62.83', R=40.00 SOFT O \ i / CURB&GUTTER PRC: 11+78.17 I I CH=56.5TCNN45' 23' 06.37" \ / I I I CH=47.0AS82' 118' 46.29�'E I I - I Fl:�_ j I I I PRC: 13+78.66 GKEYMAP z BLOCK 3 1 1 1 1 1 1 NTS to O v, >T L(n E 0 j � TRACT A � W \ / LOT 7 1 I LOT 4 11 LOT 3 I LOT 2 I I ° (n� °'w Q °' LOT6 I LOT5 1 I 1 1 I I j LOT1 I DE,UE,AE Wyy LEGEND. �, ; � E-'S O I � T_ a = z� W \ I I W i O >T p Q)W T� O r PROPOSED CURB&GUTTER o 0)Q) > PROPOSED CENTERLINE - a a o o f -O U N-O•�+, D•- N O O d PROPOSED RIGHT-OF-WAY - - - c o,° o 0 6 EXISTING RIGHT-OF-WAY - - ° w 0 6-+ c3 w a m w PROPERTY BOUNDARY PROPOSED LOT LINE SAINT GRACE STREET EXISTING LOT LINE E 00 LEFT FLOWLINE EASEMENT LINE SCALE : 1"=40'(H) 1"=5'(V) SAWCUT LINE - - - - - - - - - - i3 0"x 5000 5000 PROPOSED STORM SEWER = o,w c PROPOSED STORM MANHOLEu1 `a PROPOSED STORM INLET �t `o 0 EXISTING STORM SEWERS CZ 00 00 ,� N EASEMENT EDGE OF ASPHALT z O O '[F V_°o coo h V- 4995 + °' N M-N 6 M q 00 CD � ~ ° 00 4995 `� °� aD 06 ao PROPOSED EDGE OF ASPHALT cNi O V _+ + N GOOD-0000 NM � � � � _ N W ~ ° > II o v °� °D II II o O 0 N ry o CID � � PEDESTRIAN ACCESS RAMPS - ¢ w II _ II _ V O 0 II II O M N - V h HJ > II II II � O > > Nr- 0 � > u 'a ¢ W ¢ w Or N � oao-� 00 MO Q (nW � W_¢ W >-II > II HJ � J •d• 00 + + 6,_+ O + O j j cn w I j � __< w II > cn w cn w �#� a a_d d PROPOSED CONCRETE a a Q__- - > W_ln w ¢ W > > > j n II ,I u ° > CROSSPAN TYP. o ao_aa�»-» co W_ o o ao ¢ w ¢w � _-� _ � J ( ) 4990 aaD o c~nw U) W - - _ w o �' w � W 4990 LJ6J ¢ -0.95% POSEC-1.45%-1.60%- o > > > > > > a> o o �a o o NOTES. w 1.45/o a a GRAD -0.95% -0.55% 0.50/0 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE w EXIST[ G - 75 ° -0.50% 0 0.50% 0.60%-0.75% >• GROUND APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE w _ RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL ,°2°af 4985 4985 CONSUNDETRUCOTION THE CONTRACTOR HAUND UTILITIES IN THE AREA OLL BEERS RESPONSIBLE FOR LOCATIRE NG ALL NG W N fn UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN N z UNDERGROUND UTILITIES. PROPOSED EXISTING O)00 GRADE GROUND 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION,DESIGN AND 0 m � N r` v v o_ r-- c.� 00 u� N �� m N RECOMMENDATIONS. � O O O M M O N O 7 N O O) a100 (O In aDV M V 1n O) I� O c0 O) O O) W W O O ao W [D f` h r t` f• r r . O) o0 oD W O O W N O o0 oD O O oD OD O 00 00 00 00 O 00 00 N W O of 00 00 00 00 O O 00 W 4980 °� °� a, °� M m °� rn °� m rn m rn 4980 3. 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 w o 9+50 10+00 11 +00 12+00 13+00 14+00 15+00 TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS N (LCUASS). Z SAINT GRACE STREET 75.avC 75.0'vc 1�'� Q II PVI STA=13+39.65 PVI STA=14+24.65 4. SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. Q _t 0- CENTERLINE PVI ELEV=4987.79 PVI ELEV=4987.78 00 o ¢ A.D.=0.65 A.D.=0.63 5. EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO SCALE : 1"=5'(V) K=115.35 K=119.85 5000 5000 4'BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. } m r N 0 m LA L s � 2 � � Z) O I- (n Q' ¢ af 00 w . � Cl-0) om Om 4995 OR � N o �, N o o r 4995 + M + 0� CID 0 C0 co li > U) � v� � cn0 II H J m m U V U V w W ¢W (n W >> W W m m Cn W 4990 PROPOSED o_ � a a 4990 GRADE -0.95% 0 00 o EXISTING GROUND ov- o � ' Ln �- q 4985 a w N N 4985 W N OD 00 � W M � W a a PROPOSED EXISTING 'n W II W •° GRADE GROUND W__ J Q O n M 47 to N co 'V' to a0 V d m N N O w 'V• CO r O p C) N O O M M O OR-O O O lln 126 m N O W O r M > > O A O) m I ' O cD O O co O'i O) W rn of co ao O co 00 °o 00 iri r r d fL f` «i r ui cw 1� 00 4980 0) 00 m00 mco coco 00 co 00 Oo00 CO00 OD00 0000 � � � oo � co � � � � 010 � o, � � � � 4980 w o� M"m rn rn rn rn rn rn rn m rn rn rn rn'rn rn rn m rn rn M rn rn rn rn rn ar rn m m rn rn M rn rn O 0 7 <f d �' <F V d' ` h V .} 7 dt d <t V• 'V d- s} V �• d <t V' d V <t d' 1.7 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 Q SAINT GRACE STREET W N U RIGHT FLOWLINE X N u O Q N SCALE: 1"=40'(H) 1"=5'(V) 06 2 5000 5000 ry O O '^ z OD V Q Q M N J W o0 < I 00 NN N-NO OD 4995 0 6 � �, o co m 00 4995 z M0-M0 } v~i II " OIt + co coo NM co c++, � t- N 0) (3) J w ¢ W II II ICI + N N 00D II II II " Cl) Cn t` O 0 CO t` x <Aw ¢ W II > ,- Nv ¢ w-¢ W N � orn 0) + rn + rn v H J ¢w II II J-I--J L6 C6 OD 0 0 4 m » tnw HJ ¢ W u > cnw cnW o+ a + 0 + rn � � II r IL EL >> W F-- J ¢ W �_� � � � � d. II II II > as » mw HJ aaaa " u u > ¢ W of 4990 a s a s _I w F- � ' w � W 4990 I -1.2o°ro rn w U, W cn W > > -> -> o » » > > o a a o r PROPOSED -0.60/o -0.64% a D a d o CALL UTILITY NOTIFICATION CENTER OF GRADE -0.55% 80 0 0.90°I/0�TING -0.50% 0.50/0 0.900/6 0.87% s GROUND COLORADO ° 4985 - - - - - - - - - 4985 • a N •a w s z N PROPOSED EXISTING LL X GRADE GROUND Sheet zO O a0 d) a n N n N O O to CO O L O Cl) I- O N m M Know what's below. p t n V N O d m t� N c0 V O co O1 rn O aD rn r� ro M I� O I� N 00 ro rn M O R 3 coon) N o-6 of ' rn 00 rn m c0 °° Oo o a0 00 °6 °6 ur °o r I*- r ri � r ui m n ri r r` n Call before you dig.a M 4980 "100 0000 co � co 0010 co 00 oo � 00 co � 00 Goco CO � c � CO � co � oo � o, � oo � 00 0000 0o00 00 � 4980 cy) m �� a) 01 a v t a <r v d v a v <r CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU 9+50 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 35 of 64 a _ NORTH ° \ i 1 \ LOT 1 \ \ \ '\ \ -- - \ \ \ \ \\\ 1 OWN 1001141 LOT 4, \ \ \ \ TRACT A �\ 40 0 40 80 120 Feet \ \ PROPOSED STOP SIGN PC: 11+17.00 w/STREET NAMES \\ \ \ LOT 5IN\ DE,UE,AE ET PC: 11+16.94_ 1(inch FE40 ft. BP: 10+40.03 \ PROPOSED SIGN w/ \ �M STREET NAMES WEST WILLOX LANE - - 2+00 \ 16.91 1+p0� E'( 2-i'00 4, 4\ 11 PROPOSED 2' R4 \ 1 S�RE �� \80` �� SIDEWALK CULVERT \\ ` R25 Sgg• 16' p5 E P�N� '�O k00 •��Op �y?o�2?qo ��,\. � � � / _,,_- d- S Ao A' c O fig. Sj. 763 \ v'X O � \-\� -� ` •. \ Off.119, (n \ R25 \7 STA. = 10+00.00 \ U�01� A L 200.04', R 150 00' �� /\ \ (SAINT JOSEPH STREET) ,,CPC: 11+16.93 \ � \ \ \ CH=185.54'0S51. 03' 49.87"E STA. = 12+40.94 \ ` � � \ PT: 13+57.04 BP: 10+40.03 PROPOSED DRIVEOVER R5 (SAINT THERESE STREET) \ , \ CURB&GUTTER TRACT C PROPOSED 10' w' PT: 13+36.98' \ \ DE CROSSPAN p� _ \ '� < > \ LOT 1 PROPOSED 2' � SIDEWALK CHASE j/\ \ k \ sN I SOFT o -Pf 13+16.97 \ i \ / k 9� \ \ GOLD PARKsR EEC Rol ` \ \ \ \ / LOT 9 \ \ \� \ ��Oc \ KEYMAP NTSr LOT 2 \ v;n o U) >, cn E ui o � m LEGEND: � � > ° � �Lj PROPOSED CURB&GUTTER J o o QF ° w o 0 PROPOSED CENTERLINE _- a ° o o E l C d Ci PROPOSED RIGHT-OF-WAY c o o o 0 6 EXISTING RIGHT-OF-WAY - - ° w ° D o+ c�W a a- PROPERTY BOUNDARY PROPOSED LOT LINE o SAINT JOSEPH STREET O EXISTING LOT LINE E 3 LEFT FLOWLINE O+ EASEMENT LINE o SCALE: 1"=40'(H) 1"=5'(V) r- SAWCUT LINE - - - - - - - - - - i3 0x 5000 5000 PROPOSED STORM SEWER = 110 c w PROPOSED STORM MANHOLEu1 `a PROPOSED STORM INLETS L vm � m `000 4 CO LO � pi_N m EXISTING STORM SEWER C z Lo Co Co co 0) d L M �_co EASEMENT EDGE OF ASPHALT z II u u o 4995 11 > o ° +00 °O 00 Q w_Q w 4995 PROPOSED EDGE OF ASPHALT cNi QW II > � � + O) HJ-� J cU) w � w 11 m W-> > PEDESTRIAN ACCESS RAMPS ~ u > >- CL a-> > > > PROPOSED W Q w o a-a aC003 a °- °- GRADE In W aj w PROPOSED CONCRETE a s j j CROSSPAN(TYP.) o o aD o 4990 � Q 4990 -o.6o°r° - -0.50% 0.50% 0 0%-0.80% NOTES: W 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE } W APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE w EXISTING RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL 00 U)Ir 4985 GROUND 4985 UNDERGROUND UTILITIES IN THE AREA OF THE WORK.BEFORE COMMENCING NEW o CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL N rn UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN N z PROPOSED UNDERGROUND UTILITIES. EXISTING O1 00 GRADE GROUND 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION,DESIGN AND co O LO o � o LO m co o r� m RECOMMENDATIONS. o W 'p O Ln V C7 an d 'CD m a0 O 00 m 00 m 00 m 00 m O m 00 00 O 00 W °OD 00 W O W o0 am0 OJ 4980 m rn m rn rn m rn 4980 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN v �r v � v <r v <rv � v � va v v <r v � va �+• THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS W 0 9+50 10+00 11+00 12+00 13+00 14 00 TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS N (LCUASS). Z SAINT JOSEPH STREET 5.o'vc 75.o'vI Q II PVI STA=12+59.08 PVI STA=13+44.18 4, SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. Q 0- CENTERLINE PVI ELEV=4990.10 PVI ELEV=4990.14 00 IL Q A.D.=0.84 A.D.=1.03 5. EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO SCALE : 1"=40'(H) 1"=5'(V) K=89.48 K=72.57 SOOO SOOO 4'BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. } m r N 0 m W L s Om M � N � � O � N OIL Ind Q� + t m O O co _ M II + m mm Npg MLLOLo a0 � of co W Cl-0) om Om Q W 11 > O V 7 m 00 0 c 4995 ; w < J II > N 4995 -(n W Q W O LLI '' Ijj U > as as LU mm > �> > mm PROPOSED W Wm m D- IL GRADE -2.20% 4990 -o.55°i I � 4990 W W m EXISTING W o � q 4985 GROUND 1 `� 4985LU W � W ui PROPOSED EXISTING GRADE GROUND a a a J N N O r - O O N N O LO N O m 0= o O ^ ^ m a0 O) n O V N O W c0 �". N m O O O O 00 C O a0 m m O o0 O Q 4980 °) 00 °' 00 °� 00 moo mod mro m1 mao moo mao � oJ aoro moo Can) 4980 v, w u m m rn m m m m m m rn m m m rn m rn m m m m rn m rn m rn m O � U 9+50 10+00 11+00 12+00 13+00 14 00 Q = U a a SAINT JOSEPH STREET HP ELEV 4990.00 N HP STA 3+99.20 N RIGHT FLOWLINE PVI STA 13+99.20 X W o 06 SCALE: 1"=40'(H) 1"=5'(V) PVI ELEV 14090 09 O r n N 5000 K= .02 )00 _ O ZI o � � Q M C) 1 < � � On MCfl r J ONt + � -COm 7 � 00N mOmD s 4995 11 > o11m 00 m 4995 z �- QW II > II II � V N (n e6LU W CO InW Q -1 QLLl Il > m00 fn W 3 Ila » I- W QW n o as > ; U) WCn o_ o_ N -0.90% -0.70% 4990 4990 o -0.60% 0 0.50% - -0.50/o - _ N_ O I CO CALL UTILITY NOTIFICATION CENTER OF N COLORADO o d a N 4985 w 4985 • W _z • w � s J a Z J W 71 LL X = Sheet Z o W L0 00 � N m O N 1 Know what's below. N m � oo m Q R4 o c O c o 0) 0) ci ' of a 7 4980 m 00 moo m oo m 00 m 00 m o0 00 0o m o0 00 00 °o 00 oo a0 m c0 CO 4980 Call before you dig. om rn m m rnrn m rnrn m m m m rn m m m m m rn m rn CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU 9+50 10+00 11 +00 12+00 13+00 14+00 DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 36 of 64 a1 41 NORTH ° OWN PROPOSED DRIVEOVER I 40 0 40 80 120 Feet CURB&GUTTER LOT 5 1I I I I I I I I I 11 LOT 4 \ II PT: 15+72101 LOT 6 I I I I I I I I I I LOT 12 I LOT 13 1 1 LOT 14 l i ( IN FEET) L=41.61', R=180.00' \ I I I I I I I BLOCK 2 III1 1 1 1 1 1 1 inch= 40 ft. \ \ \ 1 \ LOT 3 H=41\52'��06° 14 14.33"E \ I I I WEST WILLOX LANE \ \ ` 11` \ I I I I I LOT 7 l LOT 8 I LOT 10 LOT I \ 1 \ LOT 2 \ i \ PC: 15+30.40 I PT: 15+48.47 I I I LOT 9 I III III L - - - - I L - _ 1 - - - _ I I - I L - - � I - - � I _ � I R4 PROPOSED DRIVEOVER \ FTTT LOT 1 � 1 1 ' 1 � ' PC: 15+10.33' CURB&GUTTER I EP: 18+98.40-� \ 'UTILITY EASEMENT i Z EMENT 5'SIDEWALK 5'SI 9 DEWALK \ TRACT A 16+00 (� g,�T1�1�EAs - - 17+00 S00° 23' rrrFHF o6"w 18+00 - DE UE AE �' 15+00' 326:40 EP: 18+74.87 I I I t get0 30' 57' 16+00 SOO' 23' 06"W 17+00 30'_ 57' 184+00 S00° 23' 06"W R25' - - i LK 51 35 E. . .- ' ROME 15+ q-R ROW -116.89' �lrr_-R ROW T�- 209.51' \ 5 SIpEW p0 51��3;35' Sp,1NT I I SAINT JEROME STREET PROPOSED 4' 4� .. • 51 3"E 15+ 0 -SOo°_23' OCW 16+00 23' os"w 17+0 - - oo° 3' 06"w _18+00 - - - - - SIDEWALK 00 35 - . 80.00' 169.51 CULVERT 00 14 00 1,3� 5'SIDEWALK 1 \ 1 • - - _ 5`SIDEWALK _ _ LOT 1 R5 r 'j3.3D PC: 14+90.32 PT: 15+25.00 R25� R25' - �I 9 UTILITY EASEMENT �I - - 7 \ - _ - - - PI: 16+01.89 - - - { t - �I-r - - - - _ t - -I t - - - - I ' i MEND I PI: 16+81.89 I I I PROPOSED 10' _ EASE - - STA. = 16+65.36 I - - I I - - - III EP: 18+51.39 III CONCRETE PAN 1TY I PROPOSED 6' 7 I , f U11L L=38.14', R=165.00 I I i Y 9' � - (SAINT JEROME STREET) Y CONCRETE PAN PROPOSED STOP SIGN 1 STA. = 18+74.87 CH=38.06'@SO6° 14' 14.33"E I PROPOSED SIGN w/ Y ` STA. = 14+70.43 Q Y w/STREET NAMES I I(SAINT JEROME STREET) STREET NAMES Q 1 L=34.67', R=150.00' W (n =34.60'®S06° 14' 14.37"E (MOLLER STREET) w I I �I I I i 11 I I i STA. = 14+81.90 1 i 1 l i o I i a / LOT 2 SOFT o LOT 13 I I I 11 0 oI 11 1 1 (SAINT GRACE STREET) 1 1 h �, GOLD PARK z LOT 6 I I LOT 7 11 111 LOT 8 11 11 LOT 9 1 I I LOT 10 I _ 0 � \ • � KEYMAP \ LOT 12 \ I 1 I I ®NTS 1 p 1 1 1 III LOT I I I I 11 11 11 11 1 11 11 II PT: 13+16.97 1 1 \ \ I I I I I - - \ \ 1 \ LOT 11 1 \ \1 III I I I 11 1 11 I1 , 1I BLOCK 6 11 1 I I 11 1 11 I SAINT GRACE STREET_ - - - LEGEND: � ;° � ; LOT 10 1 1 \ \ 1 \ `� I I MOLLER STREET (SEE SHEET R3) dT 3 w T C °W T\0 (SEE SNIFFY RI I I 1 1 I I I I T z 0 o- c I PROPOSED CURB&GUTTER o �� o° �' 0 8 � PROPOSED CENTERLINE - x a L o D o E o -6 U N��++ � N 'N PROPOSED RIGHT-OF-WAY - - -0 c o ° o� o 0 EXISTING RIGHT-OF-WAY - - - w " o 0* (D w PROPERTY BOUNDARY - 75.o'vc- SAINT JOSEPH STREET PROPOSED LOT LINE - - - - O HP ELEV=4990.00 EXISTING LOT LINE o ft + HP STA= 14+39.28 LEFT FLOWLINE EASEMENT LINE o + PVI STA= 14+39.28 c- PVI ELEV=4990.09 SCALE: 1"=40'(H) 1"=5'(V) SAWCUT LINE - - - - - - - - - - �cm �x 5000 a A.D.=1.00 5000 - &Z � K=75.00 PROPOSED STORM SEWER � � � � �- 'rnp (n W= g x PROPOSED STORM MANHOLE �u1 u1 o x PROPOSED STORM INLETco f3r- 00 rn rn EXISTING STORM SEWER m� Z co ccoo + co o o EASEMENT EDGE OF ASPHALT 4995 . "' M co r- co 4995 PROPOSED EDGE OF ASPHALT U V U � � LO Orn H m w w II it II PEDESTRIAN ACCESS RAMPS - > 00 of Cn , � W cA w w u PROPOSED CONCRETE � W D > > a n> 4 w CROSSPAN(TYP.) �r7r 0 J 499(�, D�W -o.50% -0.50% a a 4990 LmU to Uj 0.50% PROPOSED NOTES: GRADE 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE } w APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE w RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL co Uj 4985 4985 UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL N V) EXISTING UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN N z PROPOSED EXISTING GROUND UNDERGROUND UTILITIES. rn o GRADE 7T]F GROUND U 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION,DESIGN AND _N rn m N ro m o co m h O_ _ to Ln co rn v _ r_ RECOMMENDATIONS. 0 O M N c0 m O--O cD o. I� r 117 V m O O co co co c6 I- I- n t` r r h I'h f-- w uo I� Imo- Il--Ih (0 :^ O uJ (O c0 O.moo u,)--co t0 IO O to oo O W c0 co co co W cD co co [D co O co oo oo co oo [D co of oo [D co O oo oo oo co co [D co co co oo W O 4980 cnm m m m m m a)--a) 0)--m m m-m m m m a m-m m ol . 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN d- THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS w o 14 00 15+00 16+00 17+00 18+00 19+00 19+50 TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS N U (LCUASS). o Q o 75.o'vC SAINT JEROME STREET � Q m a_ P ELEV=4990.42 4. SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. Q d U. P STA= 14+19.21 CENTERLINE 00 Cr D_a VI STA=14+19.21 5. EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO VI ELEV=4990.51 SCALE: 1"=40'(H) 1"=5'(V) A.D.=1.00 4"BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO 5000 K=75.00 5000 PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. prD W s � t* M 0o cn� Q W �+ --co O 0-0) 0 03 O D] 4995 oo m ti 4995 W II II II Do N W > II > PROPOSED � -oo 00 � w � w GRADE � v n > > > II > ao > > W -CO W 4990 1 -0.50% -0.55% a 4990 I- -0.50% w w _ w Ww 4985 `� 4985 W o I PROPOSED EXISTING EXISTNG GROUND W GRADE GROUND o � J N In m 1� m O V m O oo m O V I- - o0 cD I� �O i"') co �I O O O h m m r OW !� 0) n m m r 6 m to oo ID c0 uo oo co c6 O W to 4980 m � m � m � m � � � o) Ip I" � � � � 2 21a) � Ip m � � � � m � � � � � a m � 4980 4 rn rn rn rn rn rn ' o oo rn rn rn rn rn rn rn rn rn m rn rn rn rn rn rn rn rn rn rn rn rn wa d' d V' V V V V' 7 7 •cF �t st tt V er V d' V 14 00 15+00 16+00 17+00 18+00 19+00 19+50 Q uJ U Q LLa a � SAINT JOSEPH STREET NaD X O RIGHT FLOWLINE c1lO N SCALE: 1"=40'(H) 1"=5'(V) 5000 5000 J J W � o Z I a � Q 0 0) w N ch 0 N toc) O M o 4995 &j w + 0) N oo o � � 4995 } UU vv L0 � + � oo 0) (m - 5 w wW tl > II a ma m+ rn r� r rn H � Q W II > cflv � � Q S to W II D+0 v � W H W Q W u oo » lnW HJ Q W N d > > H J o 4990 -o.SoDiD a s D a s a s > > 4990 0.60/D a a -0.50% -0.50% r N -0.50% CALL UTILITY NOTIFICATION CENTER OF 5-1 N COLORADO 4985 w 4985 • a W Z • w < J z 65 X v Sheet Q Q O O W t� Lo I� L V u� N N O O O O m m n I� (O �O (ND M N m � � ,, I` � � � � � � AID co � � � 5 � � � �, � KnowwhatsbelOW. R5 co co � � � � � � � � � � � � � � � � � � � � � � � � � � � ao c000 Ion Call before you dig. 4980 mm mm mmmm mmmm mmmm m m m mm mm mm 4980 va v <r d <r v a va r va v <r v � v � va va W CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF 14+00 15+00 16+00 17+00 18+00 19+00 19+50 UNDERGROUND MEMBER UTILITIES. 37 of 64 a� NORTH ° OWN I I I I ' I I I ' 40 0 40 80 120 Feet _ _ _ I I I- - - _ _ _ I FUTURE CITY OF FORT COLLINS I I I- - _ _ �_ _ - _ _ _- I I I I I- - - _ - - - IN FEET) I PARKS DEPT. IRRIGATION LINE I I II II II I I 1 inch 40 f. (BY OTHERS) F IT � _ _ _ - - _ WEST WILLOX LANE (SEE SHEET R2LOT 1 - LOT 1 I TRACT C I LOT 14 I I i I LOT 6 I I I DE PROPOSED I ' BLOCK 4 I I I _ - BLOCK 5 I L - - BARRICADES(OM4-3) j _ - �� _ _ L_ LS89° 36' 54'E- L - - - - - - SAINT- - - - - - - - - - - - - - - - - - ,�EROMES"TREET BP: 10+00.00 UTILITY EASEMENT 80.00' - - - - - PROPOSED I PROPOSED DRIVEOVER 6'CONCRETE UTILITY EASEMENT SEE SHEET R4 I _ _ _ - - - -BARRICADES - - - CURB&GUTTER PAN - PROPOSED STOP EP: 14+53.59 c O 5'SIDEWALK 1 -SIGN w/STREET - - - _ I O (OM4-3) PI: 11+19.16 I NAMES 5'SIDEWALK OT 7 � PI: 10+00.00 - . S89° 36' 54" 11+00 R 1 +00 13+00 . -. . �. • • S89° 36' 54" 14+00 •. I I L- . 119.16' - . . . R25' - . . . - . . . - . . . - . . . - . . - . . . 254.43' - . . . - . .. - . . . 25' EP: 14+70.43 R25' PI: 11+99.16 6'CONCRETE PAN I S89° 36' 54"E 57' _S89° 36' 54"E 11+0030' 12+00 - - 100.00' T -ROW 59.16' - +-r<-FL- - - �- - + 30' -13+00 S89' 36' 54"E I- 5T _ � - - 000 - R25' 311.26' ROW MOLLER STREET r I R6 00 PROPOSED � I �' PI: 11+59.16 �"-�" _ BARRICADES - S89° 36 - - 11+00 12+00 - - - - 13+00 S833�' 4'"E - - 14+00 - I BLOCK 2 (OM4-3) I 119.16' R25' 254.43 SIDEWALK _ LOT 8 _ _ 5'SIDEWALK _ _ _ _ _ _ STA. = 14+70.43 R25' (MOLLER STREET) 15'UTILITY EASEMENT PI: 11+99.16 PROPOSED DRIVEOVER PROPOSED STOP BP: 10+QO.OQ - - - - - 15'UTILITY EASEMENT - CURB&GUTTER - - - SIGN w/STREET + STA. = 16+65.36 - PROPOSED STOP PI: 11+19:16 NAMES I (SAINT JEROME STREET)- SIGN w/STREET - - - -BLOCK 3 STA. = 11+59.16 PROPOSED 2' I I NAMES I I TRACT D SIDEWALK CHASE EP: 14+53.59 I I F SOFT o STORM DRAIN A l S89° 361 54"E I (MOLLER STREET) I I I GOLD PARK z SEE SHEET ST1 STA. = 16+92.46 I LOT 13 80.00' I I I I I 1 LOT 6 I I I LOT 9 KEYMAP (SAINT THERESE STREET) l I I I I I ®"� o o .L E L _ - - I I I L - - _LOT5 _ � BLOCK6 �I L _ - - � I I I I LEGEND: I 1- - - -- - - I- - - - -_ _- - -_-_ - -_-_� I � � 0 � °� _ _ I 4- - - - - _ - - _ - - - - I - - - _ _ - _ - I I I I I - PROPOSED CURB&GUTTER w o o)Q) c._ w ' \- - - - - - I I I I I _ I- I I I I I I I I I I PROPOSED CENTERLINE - L�__ L U ° c E c O � - U D'co N Ud I � I I I (1Td I I I !1T 7 I 1 PROPOSED RIGHT-OF-WAY - - o Q) 0 6,EXISTING RIGHT-OF-WAY - - m O:F cD wm IL PROPERTY BOUNDARY 75.0'VC PROPOSED LOT LINE MOLLER STREET HP ELEV=4990.20 EXISTING LOT LINE o af LEFT FLOWLINE HP STA=12+48.78 EASEMENT LINE PVI STA=12+48.78 5- SCALE : 1"=40'(H) 1"=5'(V) PVI ELEV=4990.30 SAWCUT LINE - - - - - - - - - - 1�3 4 z 5000 KD 75100 5000 PROPOSED STORM SEWER o)Wp c PROPOSED STORM MANHOLE a `a PROPOSED STORM INLET Z of �t Noi N 00 EXISTING STORM SEWERS c z -0 co � o coo � - orn -0 C"! N m --co 0, 0) coo M M EASEMENT EDGE OF ASPHALT W zo + 0) �i 0) � m d. c� rn N PROPOSED EDGE OF ASPHALT cNi 4995 0 � +C �; LU �; w + � M � � � 4995 II �cp UU UU Cl) v + O) � � H II > `- II > m > w II + °' PEDESTRIAN ACCESS RAMPS - J II m W II > II II V tY fAW QW QW > II C003 Q w w w J PROPOSED CONCRETE o tl a s a s » r� W CROSSPAN(TYP.) mm o 00 > > o_ o_ 4990 -0.50% 0.50% -0.50% 4990 N -0.60% 1.78% NOTES: W PROPOSED EXISTING GRADE GROUND } 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE W _ APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE W RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL ,°�°Ir 4985 4985 CONSUNDETRUCOTION THE CONTRACTOR HAUND UTILITIES IN THE AREA OLL BEERS RESPONSIBLE FOR LOCATIRE NG ALL NG W o N U) UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN N z PROPOSED EXISTING UNDERGROUND UTILITIES. o GROUND GRADE 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION,DESIGN AND co LO Cl) o o °° o r> m o o v N O r` N � ao RECOMMENDATIONS. O O O O f0 mCO O GO N O O °0. N °0 O> O 0) I t0 1n NM O CD O W N 00 °0 00 O co DD W 0) O W 00 0) a0 m O m 00 W coa0 cocoa0 co N W °0 4980 O a O 0 a °� 0) °� m °� °� °� m °� °� °� 4980 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN 7 V V d- V' V d d' V <t a 4 d V d' `t d It V d +' THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS w 0 9+50 10+00 11+00 12+00 13+00 14+00 15+00 TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS N (LCUASS). Z MOLLER STREET 75.o'vc 5o.o'vc Q II LP HP ELEV=4990.62 PVI STA= 14+00.59 4, SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. Q 0- LP CENTERLINE HP STA=12+48.78 PVI ELEV=4989.96 00 In - o Q PVI PVI STA=12+48.78 A.D. = 1.50 5. EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO PVI SCALE : 1"=40'(H) 1"=5'(V) VI ELEV=4990.72 K=33.33 5000 KD 75100 SOOO 4'BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. } m r N 0 m LC1 L s Li z N N M O OIL (n� Q� °o 00 1 0 : � 7 co O COO_ � N � N { pOco j O W �jCD 00 0-0) om om O O + O O + O + O O Iln d7 W W (A C) W W � + co O N 4995 II � w w w � � o 4995 II > UU UU > > > > U(� fv) cc � O HJ 00m W W mm W W > m UU + rn � v m > V II CA W W W II II > II ila ¢ w � _j H J-cn W In W > > a > 4990 -0 50% -0.50% 0.5�°f°OPOSED -0.50% a a 4990 GRADE FUTURE 18"RCP -2.00% 2,20% GRADE STA.=11+12.49 INV.'4986.21 7 4985 4985 FUTURE in 15'HDPE EXISTING GROUND W IRRIGATION PROPOSED EXISTING c STA.=9+93.92 GRADE GROUND CL INV=4982.23 I I I W N O N V V N l0 W N O O CM O n r - p o CO M O N O °0 � N h M V O CO h L V °. M O N O °. _ V O OLL < o 00 o o 0 0 0 o O o 0 0 0 0 0 0 0 0 0 o O ao ^/ 000 07 O DD O °o m m O DD rn ro 0) DD dj 07 m DD rn 00 0) °o rn 00 0) o0 0) 00 O W m 00 00 Oo 00 00 00 ro �L.r� O W 4980 0) m O c m m �, m 4980 9+50 10+00 11 +00 12+00 13+00 14+00 15+00 2 MOLLER STREET 75.o'vc C N HP ELEV=4990.20 RIGHT FLOWLINE HP STA=12+48.78 X N PVI STA=12+48.78 O J v SCALE: 1"=40'(H) 1"=5'(V) PVI ELEV=4990.30 LJJ `I�VJ� 2 5000 KA.D 75100 5000 J N J O o I a J Q oD " � NC5 O N OO�D `- O 00 Z o O 0) In � V' N v- lf') C q dM•' co C a_ 00 4995 0 " w w co C) � � 4995 G 1�1� II Cm.) U Cm) U my M01 Mc0 s � � Lo00 w n m m w W a u v s u J � W Cf. fnW � W HJ � a a.a as >-- - NI d rl a a a I 4990 o.5o°i° o.5o°i° -0.50%° 4990 ROPOSED -0.60% -1.78% r 4 GRADE EXISTING GROUND m CALL UTILITY NOTIFICATION CENTER OF N COLORADO b ° 4985 4985 • N •a w < PROPOSED EXISTING W W GRADE GROUND Sheet LL X co 0o o co o co a N O N o, Know what's below. N O a1 O) °p a1 (O_-� CD-_ W O 01 O I� N (0 O r O h 0 (O lt3 O M O R 6 N O O O (O O m 10 CD 10 m c0 0) O O O co O O (0 0) O m co O � � � moo 10 � � � � moo 000, � � Ooo � � moo � � � 0 moo, co Go00 c000 Call before you dig. 4980 CD � m M � � �, � � � � � 0) �, � � � m� � � 4980 v <t v v v <t v t a <I v v a v <r d v <t v d <t v a CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU 9+50 10+00 11 +00 12+00 13+00 14+00 15+00 DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 38 of 64 a1 41 NORTH ° OWN 40 0 40 80 120 Feet EXISTING STA. = 21+58.46 (IN FEET) 1 inch=40 ft. DRIVEWAY (WEST WILLOX LANE) I I STA. = 10+00.00 WEST ILLOX LANE (SAINT THERESE STREET) � 00 00 X X X X X X X X X -X I -� ��X X EXISTING ROW X X X X X \ PI: 20+00.00 EXISTING EDGE OF - %�-X- - �-X - X- X X- - X ,�^ - �0 100'UNION PACIFIC \ R7 Z o`So r RAILROAD ROW 7777rrrT- ASPHALT PI: 24+82.08 \ d � O -m7 U l7- T777n(t-- -T77//l IT- -77T/I(7- -/777/I/7- �177/I l7- EDGE OF PROPOSED 18+00 19+00 SAW CUT - - �rr7- - "' - rrr7 -7r7rr �- + - T - 21+00 22+00 S8 ° 16' 05"E 23+00 25+00 EXISTING + 0 S89° 16' 05"E 26+00 J / DRIVEWAY TIE TO EXISTING 72'ROW 181.00 ,(/ EDGE OF ASPHALT PI: 21+98.51 EOA- WEST WILLOX LANE TIE TO EXISTING �\ cS� � i 20+00 S89° 16' 05"E 21+09 PI: 24+82.08 EDGE OF ASPHALT 4EDGEJ PI: 26+63.08 . . . . . - . . - .-. i . . +0 _ S89° 6' 05"E 2Q0 rrtttL curutr rrruL- ' 0 PI: 19+99.97PI: 21+18.11 22+00 a 283.57' _ - 1 -- ---- �---------- --- -- --- -- -- --------- 7 00 -6'SIDEWALK_ - _ SPEED LIMITEX. 15"METAL PIPE - '_ 30 MPHqn� X. 12'RCP A0 PARKISGN EXISTING -5PR POSED EDGE PROPOSED 10' I RR CROSSING DRIVEWAY PROPOSE ----- ------------------- O SIGN(W10-1) - - OF ASPHALT---- ------- - - - 18'UTILITY EASEMENT - -CONCRETE PAN '. 18'UTILITY EASEMENT OF ASPHALT EXISTING 6'CITY OF - - - _ _ _ -----TYPE III BARRICADE TYPE III BARRICADE z I 30' r PROPOSED 4' - - - - - - - - - - - - - -t ----------------------- \� FORT COLLINS EASEMENT I z -� ILL SIDEWALK CULVERT PROPOSED 30" \�\ SOFT- O EXISTING 30'NCWA W I I STOP SIGN,STREET VERTICAL CURB&GUTTER I �\ Z U) W EXISTING 6'CITY OF GOLD PARK UTILITY EASEMENT _ I WILLOX STORM DRAIN w 57' Q I NAME, NO OUTLET �-FORT COLLINS EASEMENT KEYMAP SEE SHEET ST5 ROW W I SIGN(W14-2P) ...\ �� ®NTS a o c EXISTING 10' �I TRACT B I PROPOSED 2' •\- NO PARKING ANYTIME SIGN o o O U) E 6 ROW EASEMENT PROPOSED 4' DE ? CONCRETE PAN \ WILLOX EAST STORM DRAIN �� LEGEND: L > °' 6 w CONCRETE PAN I TRACT A v) L 0 0 I SEE SHEET ST6 �� n ° o ° 5 0 0 FUTURE CITY OF FORT COLLINS I w/7"CURBS I I 1 _ _ _ _ _ _ \ DE,UE,AE I C) o w z PARKS DEPT. IRRIGATION LINE SAINT THERESE STREET- - - - - - - - - - - - - - I PROPOSED CURB&GUTTER o S C o o m BY OTHERS I I SEE SHEET R1 I I I �\� \ \ i \�� PROPOSED CENTERLINE 3 a o o o E a PROPOSED RIGHT-OF-WAY - - a o c a) °> .� N 0 O 0 u, EXISTING RIGHT-OF-WAY - - a w a s c�w PROPERTY BOUNDARY F PROPOSED LOT LINE EXISTING LOT LINE - - - - o Ckf UO EASEMENT LINE - - - - - - - - - - m� c- SAWCUTLINE - - - - - - - - - - € 0"X Z cZ PROPOSED STORM SEWER _ 'rn00 PROPOSED STORM MANHOLE PROPOSED STORM INLET EXISTING STORM SEWER Z EASEMENT EDGE OF ASPHALT o PROPOSED EDGE OF ASPHALT """" U) PEDESTRIAN ACCESS RAMPS - a PROPOSED CONCRETE r CROSSPAN(TYP.) N�7 � �/ o O NOTES: Wll lr W 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE } w APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE w 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 N N UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN `�? UNDERGROUND UTILITIES. o U WEST WILLOX LANE 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND CENTER LINE RECOMMENDATIONS. O 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN SCALE: 1"=40'(H) 1"=5'(V) THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS w o TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS N U m (LCUASS). \ � Z S 135.0'VC 135.0'VC 135.0'VC 135.0'VC - 135.0'VC 135.0'VC 6 Q II LOW PT ELEV 4992.78 HP ELEV=4993.061 LOW PT ELEV=4992.31 HP ELEV=4993.04 LOW PT ELEV 4992.70 HP ELEV=4993.0411 4. SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. Q � U LOW PT STA=18+90.70 HP STA=20+04.75 LOW PT STA=22+21.64 HP STA=24+34.55 LOW PT STA=25+69.59 HP STA=27+04.5T 00 N PVI STA= 18+69.75 - PVI STA=20+04.75 PVI STA=22+21.64 PVI STA=24+34.57 PVI STA=25+69.57 PVI STA=27+04.57 5. EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO PVI ELEV=4992.55 PVI ELEV=4993.23 PVI ELEV=4992.15- PVI ELEV=4993.21 PVI ELEV=4992.53 PVI ELEV=4993.21 4'BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO �n A.D.= 1.45 A.D.= 1.00 A.D.= 1.00 A.D.= 1.00 A.D.= 1.00 A.D.=1.00 5000 ry 04 LO 1) _ 5000 PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 00 N rS K=93.10 C! °o K= 135.00 N w v w K=135.00 v o K=134.95 0 K= 134.95 0Oq K= 135.00 � O) � N NN � � � (DN ON � N HN m } } rn N 00N } } rn } m Uf z0 s O } O M �f) (O w O Z U z U LU N iy N N N � VU � W � W N N 66W � W ujLU OIL N� Q� > > UU UU CnLU (/j W UU UU UU 0_00 W 0' m m > > > > UU U U > > > > > > 0-CA 0m 0m W W W W > > > > m0° CD m W LU m m EXISTING w W 4995 - �Rou"° 4995 W 0.95%- ------ _ 0.50% 0.50°° - - 4990 4990 FUTURE GRADE O j 4985 4985 H _ � Uj-6 o FUTURE EXISTING GRADE GROUND = J Q N N (O O W V M <0 LO O of � M O 6) M 7 N 1 � O O 7 co 0 N W N O V N co 7 M d' V N O -O"� O7-� f� h �`) O7 N O'.- O O O O O O OJ 1� � r O fD L()'O M O - M (O M (D M'(O V (D L() O O <O' h'r- O M O O O O O O' 0� .- I- N n N r N - N7 OR O1 O O O O - O 7 M M N-� NIr'] N M N M N Mi m n M r) MINT N-N N N N N NIN N N NIN N N NIN N-N NIN N N N N N N NIN M N M M M_M N.19 N N] NIM N M N r7 N K) N.r') N_M MIt'j M Mi M M 4980I0) 0IIIt lztIIIII �IIi v'II 4980 0 17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 27+50 Q E Ce g 95.0'VC 40.0'VC LL C1175.6'VC s HP ELEV=4992.38 HP ELEV=4992.44 1 VI STA=25+02.o 11� W EST W I LLOX LAN E 0 HP STA=20+08.12 HP STA=24+54.24 VI ELEV=4992.3 RIGHT FLOWLINE W PVI STA=20+37.82 PVI STA=24+34.58 A.D.=0.29 O M F PVI ELEV=4992.40 PVI ELEV=4992.50 K= 135.68 SCALE: 1"=40'(H) 1"=5'(V) 5000 A.D.=0.56 A.D.=0.70 _ 5000 J s K- 134.73 N w K- 135.68 00 o n 0OD 0 00 O N O N _ O N �\ ,-, + O O O 0) 00 O N N O t /\ K O 'IT O d' O.'d N N N d' iii v) > W C\I W tlf,r Cn ILL W \ / z > N st > > U o Com > > > m > > ILL g 4995 m WI W Cq W m W 4995 O T N FUTURE w 7 GRADE a o> PROPOSED FUTURE 0.50% ___-- GRADE --- GRADE 1\ ------- -- -0.50% 0.50% PROPOSED °i \ EXISTING . GROUND 4990 - - - - - _ _ - GROUND I 4990 CO _ _ _ C° N PROPOSED 00 s GROUND + 04 o � - C" CALL UTILITY NOTIFICATION CENTER OF N v v U W COLORADO W d > U 00 4985 m m 59.4'VC W W 4985 • a w W b PVI STA=19+70.32 Z PVI ELEV=4992.36 z A.D.=0.44 PROPOSED EXISTING x - 00 GRADE GROUND Sheet Z � Know what's below. N r 0) r 0) N N Call before you dig. R7 O O 'O O O O 0) 0) O O O O O O W O O'O O O O O O �'O 0) O N O N 0) C. 0) N . O co h N N O I� 0) m{- p) O O M O M a0 M c0 N O N O N n O In O V 1 0 Un CO I� r N °0 O CO00 O'I� N n M °0 V h V' h V' N O '�O N NiO N O NO N O 'O O N O N'.O N O N O OO 4980 m m 0 0) m0 m � C;0) 0) m m0) m10) 0) 0 � 0 � 0) 0) co m � �I� � � � � 0) OD a) co m 01 m � 4980 I�v v v v v v d v v v v v v v v v v v v v v d CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. L_]9 of 64 -1 NORTH ° OWN 10i 40 0 40 80 120 Feet ( IN FEET) 1 inch= 40 ft. O EXISTING Q DRIVEWAY FUTURE ROW FUTURE FUTURE 30" WEST ILLOX LANE -vJ 00 I I IRRIGATION PIPE CURB&GUTTER \ Q LO LO R8 v/ � x_ X X X X X X X- _X X X �( EXISTING \ - - - - - - -- --------------- ---- -- -- --- ---- -- - -X- -�--X------------ ----- ------------DRIVEWAY N- - - - - - - - - _ _ FUTURE 6'SIDEWALK _ _ _ _ -- -®--- ---- R9 R 10 0000 = = = = = c - = c = - = = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ X- - X- -X - -X - - X - - -X - - X - -1® - - -�\ - - - - -PI: 20+00.00 _ PI: 24+82.08 / o O 18 00 19+00 2 0o WEST WILLOX LANE- -� 21+00 S89°16' 05"E �- - � - .-� - � _ + - - 22+00 52' 23+00 - 24+00 2 � � FUTURE 30" I - -FUTURE � - - - 84' I - 25+00 _ S89° 16' 05"E 6+00 - CURB&GUTTER BP: 19+00.00 EXISTING U CITY OF PROPOSED 30" PI: 21+18.11 482.08 rL-rL FUTURE ROW + 181 00� 0111 - / FORT COLLINS EASEMENT CURB&GUTTER - - - - - 20+QO 22 0 89 2 0 CURB&GUTTER _ _ _ _ _ _ -� � _ 89° 16' 05"E 0 \ - E-118.14' E I _ - _ - - 16 05 E �/�E EE EE E 283.57 - - - - - - E E S8 100 0�E----FUTURE 6'SIDEWALK_'_ _ _ - - - - - - - -6'SIDEWALK_ - _ _ _ _ _ EX. 15"METAL -- 1 "R - --- X - - - - - - 6'SIDEWALK - - - - - - - - - - - - - - - - - LL EX. 12' RCP nl _ _ _ FUTURE 6'SIDEWALK r W S89° 15' 31"E PI: 21+98.51 PROPOSED 4' 1 -- - EXISTING 30' 18'UTILITY EASEMENT Q Z_________________ ____ 99.97 ~1 SIDEWALK CULVERT PI: 24+82.08 EXISTING NCWA EASEMENT - ------ I- - - - w z _ _ DRIVEWAY LU J EXISTING 10' PI; 1 9+99.97 � w I 30' g r - - - - _______ FUTURE ROW MOUNTAIN STATES X cn w FUTURE ROWz �V < z UTILITY EASEMENT ¢ �-� I4 _ SOFT o PROPOSED 30" I EP: 25+82.08 FI �GOLD ¢ '•� J PARK EXISTING 30'NCWA I TRACT B I I I w I CURB&GUTTER UTILITY EASEMENT I I 57' � I TRACT A KEYMAP X' J I,_ EXISTING UCITY DE I ? i ROW i � I DE,UE,AE ��� ..\ f FORT COLLINSEASEOMENT N� o °�''� � i � i I LEGEND: L 5° �E L L bI I c� E'> EoEw � > SAIN THERESE 8 TRI& _ _ _ _ \ 0- )E I PROPOSED CURB&GUTTER W o 1 a) ° N W o\a X SEE SHEET R1 - - I = _ _ _ _ _ _ _ _ _ FUTURE CURB&GUTTER \� PROPOSED CENTERLINE - - - - - v S•a o-o c m o a > U N o ) d PROPOSED RIGHT-OF-WAY - - 0 w 010 c�w FUTURE RIGHT-OF-WAY ---------- EXISTING RIGHT-OF-WAY PROPERTY BOUNDARY _ oIt PROPOSED LOT LINE - - - - d)� c- EXISTING LOT LINE - - € 0,x fjo c z EASEMENT LINE - - - 'rn Wp W. WILLOX LANE � c_ PROPOSED STORM SEWER � � � � u1 c a CENTER LINE PROPOSED STORM MANHOLE SCALE : V=40'(H) 1"=5'(V) PROPOSED STORM INLET c z EXISTING STORM SEWER zo EXISTING EDGE OF ASPHALT 135.0'VC 135.0'VC 135.0'VC 135.0'VC 135.0'VC � O LP ELEV=4992.78 HP ELEV=4993.06 LP ELEV=4992.31 HP ELEV=4993.04 LP ELEV=4992.7 O PROPOSED EDGE OF ASPHALT OCb LP STA= 18+90.70 HP STA=20+04.75 LP STA=22+21.64 HP STA=24+34.I LP STA=25+69.59 a + PVI STA=18+69.75 PVI STA=20+04.75 PVI STA=22+21.64 PVI STA=24+34.57 PVI STA=25+69.57 + PEDESTRIAN ACCESS RAMPS Cn W PVI ELEV=4992.55 PVI ELEV=4993.23 PVI ELEV=4992.15 PVI ELEV=4993.21 PVI ELEV=4992.53 r A.D.=1.45 A.D.=1.00 A.D.=1.00 A.D.=1.00 A.D.=1.00 N PROPOSED CONCRETE o 5010 Q K=93.10 K=135.00 K=135.00 K=134.95 K=134:95 Q 5010 I � CROSSPAN(TYP.) � a W N W NOTES: W J W 5005 5005 L2Of 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE cy U) RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL N z O J UNDERGROUND UTILITIES IN THE AREA OF THE WORK.BEFORE COMMENCING NEW rn Jo CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN ~ 5000 N N N 00 N v o o o n 5000 UNDERGROUND UTILITIES. o O M h N 00 00 I� 00 N 00 f� C'� + c� + rn of + aa) o rn M rn 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION,DESIGN AND W + O t O N O N + O t O + O r' v N + rn N rn co v N <r N v RECOMMENDATIONS. L� a j U fn w fn w N � N � U) fn w 66 w W N p Q U V > > U UU qJw lnw UU > U > UW \ Z c m U > > > > U U 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN N w m w w w w U > U > m 00 m °° w w THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS Q II �a_ m m EXISTING GROUND w w FUTURE 4995 GRADE w 4995 TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. o o V a Q 4. SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. -0.95% 5. EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO - - -0.50°/D 0.50%D - - m a'BELOW FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO p m -� - - PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. v o z z Ld 4990 -w 4990 �00 o m o m OIL tn � ¢ � w w W 4985 Lu Lu 4985 z z � J FUTURE EXISTING J = GRADE GROUND = ui I- O m 00 V Lo M co u) m) N cO co O m co N V c0 O O V M 00 °D OJ N O V N Q -N- D7 O O O-O O 0) I- 0-c0 c0 M-c0 M c0 M-cD M V-c0- Lin M c0-c0 r W-a0 O O-O O � D7�W � �-N r ��r-N ^ M � N M � N N n N 1` N-�- N co i M - M � N ^: N N cli N-N N cV: N N -N N N-N N 04 N N N N N-N- N N-N co N- M M M �'�N i"7 N c`� N_M N v'-N � N 11) N IN6 m 0) CY) am, M 0, ICY) m 4980 2 o 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 26+50 o a. 75.6'vc W. WILLOX LANE 95.o'vc 4o.o'vc - HP ELEV=4992.38 HP ELEV=4992.44 VI STA'=25+02.0 Q HP STA=20+08.12 RIGHT FLOWLINE HP STA=24+54.24 VI ELEV=4992.3 J W PVI STA=20+37.82 PVI STA=24+34.58 A.D.=0.29 o PVI ELEV=4992.40 PVI ELEV=4992.50 K=135.68 o SCALE: 1"=40'(H) 1"=5'(V) A.D.=0.56 A.D.=0.70 C E5000 K=134.73 N 00 h K=135.68 0 w 5000LL o d M O N N � O N 1 i a It(9N + N � N O+ °D � + W O do �, c0 N O O } O + O + O al ON N � O � O � C14 N V' � � C\I o O N N o> W W w w l/jLL o II m > U > N V > U m > U m > W N > m > > 4995 w w ¢ W m m (Dw 4995 X < J o W a d >> PROPOSED a 4 J06 Q a a GRADE S 0.50°/D -0.500 J O 7 a s - Z ^ 4990 - - - _ 4990 J J o _ 5 F c�oN - - S (D N O C50, S N + O + N m o N � EXISTING w v u U U V GROUND } 4985 m m 59.4'VC w w 4985 PVI STA= 19+70.32co NI PVI ELEV=4992.36 PROPOSED EXISTING N A.D.=0.44 GRADE GROUND ^ x K=135.00 N 0) Il- O V c0 O) M O M N M O co-00 M c0 N N O m aD r O to O) d:-O cn 0) I� ^ °0 O-W O N-^ M 00 V-I� V j 0�1� N-O N 0 N O N Oi -0j Oi 0) Q) - -0)- N N-0) N o) N-0i (V cNi o7 --m rn ^ O) 0� 0) 0) 0) 0) m O W 0) O 6> W O W 0) W a�0 m W °0 Q) a0 W a0 0) a0 O W d) M m) °D O) a0 W °D d) c0 W °D W 00 0) DO °D O) 1 4980 � � °� °� 0) °� °� °� m 0) °� ° �°� 4980 CALL UTILITY NOTIFICATION CENTER OF v � v a v v sT v v v v v v v v d- a � v.� v a v 't vd 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 26+50lo COLORADO a0 a • • a N w 4i s Z f%) w Sheet x Know what's below. Call before you dig. R9 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 41 of 64 a1 41 NORTH ° OWN 40 0 40 80 120 Feet O (IN FEET) BEGIN Q O 1 inch=40 ft. riSTA.=10+00.00 ---6'SIDEWALK ------- ----- - ------ ------------- CO WEST WILLOXLANE OFFSET=19' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------------------------_ - S'GZ - - - 3'BIKE LANE BUFFER— BEGIN O BEGIN $ - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - STA.=10+00.00 rL STA.=10+00.00 7'BIKE LANE LANE - - - - - - - - - - OFFSET=16' OFFSET=5' 10+00 -11+00 11'TRAVEL LANE — 12+00 84' -13+00 — ROW- -14+00 10'CENTER LANE 15+00— - 52' 16+00 -17+00 1 g pp= O BEGIN 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — rL-rL _�--_WEST WILLOX LANE o STA.=10+00.01 11'TRAVEL LANE - OFFSET=16' BEGIN' - - - - (LSTA.=10+00.00== - - - - - - - - - - - - - TBIKE LANE LANE - - - - - OFFSET=5' - - - - - - - - - - - - - - 3'BIKE LANE BUFFER - - - - - - - 1-1 - - - - - - - - - - - - - --- ------- 6'SIDEWALK- - - - - - - - - - - - - - - - - - - - -- ---------------------------- _ - - - - 4 STA.=10+00.01 --------------- -- ------ ----NCWAEASEMENT _-________--____-___-_-_ _ BEGIN EXISTING 30' � __I OFFSET=19' EXISTING 6'CITY OF EXISTING 10' -------------�- FORT COLLINS EASEMENT I-- l.l-I ------------------------------------------- ROWEASEMENT- ---------------------------------------- cQ z__ low J F SOFTY o GOLD PARK z _j ® KEYMAP NTS 2 N O C + O NU Nn- ON L OL NLEGEND: L > D �W �. _O6 _ L , 0 O • W T w z(n PROPOSED EDGE OF ASPHALT """" O a C.2 N_ o\o > z C L 6+, U C PROPOSED CENTERLINE - o I o o � � a PROPOSED RIGHT-OF-WAY - - a o c a> •> O 61 N O .�L PROPOSED LOT LINE w rna" c�w EXISTING PROPERTY BOUNDARY F PEDESTRIAN ACCESS RAMPS 3 Qq) END PROPOSED CONCRETE o,0 + END ® BEGIN O BEGIN ® 0 CROSSPAN(TYP.) c X f- 0-2 I I STA.=21+33.51 STA.=21+83.51 Q Lp �� G W .� O STA.=26+18.51 c o_ o-� OFFSET=5 OFFSET=5' L� r" ^ BEGIN END ® OFFSET=5' �� co w w c - - -------------------------------END�tjJ'----- ----- - (iSTA.=21+83.51--------------------- --- --------- V� �a - - - - -OFFSET=5' 8.5 - ----- - - - _ STA.=21+33.51 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - ---- --� - �STA 24+1 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -OFFSET=5' - - - - - - - - - - - - - 4 - - - - - - - - - - - - ocz _ _ _ FF ET 5' - _ _ _ _ CIA 7 BIKE LANE - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - T- - 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE 7'BIKE LANE - - - - - - - APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE zo rL_ 11'TRAVEL LANE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL (n -18 00 — -19+00 11'TRAVEL LANE UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW WEST WILLOX LANE — -2000 — 21+00— 22+00 �_ 52 ` CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL ~ 10'CENTER LANE 23+00 10'TURN LANE O 24+0 r�-r� 25+00 26+00 - UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN v UNDERGROUND UTILITIES. a - 11'TRAVEL LANE A es H 11'TRAVEL LANE 00 - } � 0 - - - - - - - - - - TBIKELANE END 2. REFER LANDSCAPE PLANS FOR STREET TREE INFORMATION,AND - - - - - - - - - STA.=21+33.51 T BIKE LANE DOCUMEONTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT N ORMATIONY BEGIN - . . . - . . \\ o -_ --------3 BIKE LANE BUFFER.- - ---_--- _ OFFSET-16 I -� rL STA.=21+83.51 a - - - - -F h a r, ---------- - -- ------ -6'SIDEWALK - - - - _ - - - _ - _ - - - - - - - - - - - - - - - - - W VL —�- OFFSET=16' 6'SIDEWALK r W 18'UTILITY EASEMENT END ,� EXISTING 30'NCWA" - STA.=21+33.51 BEGIN 18'UTILITY EASEMENT END U J -Q Z.----__- _ EXISTING 6'CITY OF - - UTILITY EASEMENT O W ----_ - ------ - - - - - - - - - -OFFSET=19' _�STA.=21+83.51 _ _ _ I- Uj J FORT COLLINS EASEMENT I 7 I 30' OFFSET=19' - - - - - - - - - - - - - - - - - - - - - ___ ---_----_--_BEGIN ® ,n EXISTING 10' 1 z r<-� w STA.-26+18.51 ------ c� ILL z CONTINUE I MOUNTAIN STATES I I I I w I TRACT A . STA.=24+18.51 EXISTING 6'CITY OF OFFSET=5' J N z UTILITY EASEMENT U) I CO I DE,UE,AE OFFSET=5' FORT COLLINS EASEMENT EXISTING 6'CITY OF w 57 w FORT COLLINS EASEMENT moo EXISTING 30'NCWA I ROW } UTILITY EASEMENT I i I SAINT THERESE I \ I o I EXISTING PROPERTY STREET \ ; �BOUNDARY °' (SEE SHEET R1) _0W U N LJ It Q 0 H Q 00 (n.— D-Q m } HN 0 m W L L LLJOI 0 :3 3:: m O (n Q D-oo W of O 0-0) 0 m 0 m Q L ----- 6'SIDEWALK-------------------------- - - - - - - - - -------- ------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - q � 7'BIKELANE-- - - - - - - - - - - - - - - - - - - - \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n 27+00 \ 52' - 28+00 11'TRAVEL LANE li -29+00 -30+00 — 31+00 rL-rL WEST WILLOX LANE 10'CENTER LANE 84' -32+00 -33+00- — - - ROW — 34+00— -34+82- - o 11 TRAVEL LANE - z a - - - - - T BIKE LANE W - - - - - _ _ _ _- - - - - - - z - - - - - - - - - - - - -L - - - - - - - - - - - - _ _ _ -� off �y 0 - - - W /� "------ -----\�-------------- 6'SIDEWALK- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - `J -------------------- ---- --------- - - - - - - - - - - - - - - - - - - - o L W\ ------------------ ------------ ----- 5 1 .r ofX I \\ \\ (O N LL G o ` \ X W a < \�� O (� QN N N O _j 7 1 IJ � Q Z ) ~ N g STRIPING LEGEND: (NOTE:ALL ITEMS MAY NOT APPLY TO THIS PLAN) STRIPING NOTES. m W U) PAVEMENT STRIPING W E F A. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS,AS WELL AS J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. s N MEDIAN LINE YELLOW 18"WIDE 1 6"SOLID WHITE LINE 6 4"WHITE DASHED LINE 3' 3' 3' 3' 3' 11 THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. g _ 50'O.C.45°ANGLES K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT DOUBLE YELLOW LINE B. ALL SYMBOLS, INCLUDING ARROWS,ONLYS,CROSSWALKS,STOP BARS,ETC.SHALL BE PRE-FORMED COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE O 4"BROKEN YELLOW LINE 10' 30' 10' 30' 10' O(2)4"SOLID LINES;4"APART 12 4"BROKEN WHITE 10' 30' 10' 30' 10' THERMO-PLASTIC. THE 2-YEAR WARRANTY PERIOD WILL BEGIN. N 3 8"WHITE DASHED LINE 3' 3' 3' 3' 3' DOUBLE YELLOW LINE 4"SOLID WHITE LINE o a O — O 4"SOLID AND 4"BROKEN;4"APART 13 50'O.C.45°ANGLES C. ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN L. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND C I- MUTCD. UTILITIES. G co i 1 4 O 8"SOLID WHITE LINE WHITE ISLAND CROSS HATCHING s D. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. M. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 3 m O 4"SOLID YELLOW LINE 10 YELLOW ISLAND CROSS HATCHING CALL UTILITY NOTIFICATION CENTER OF N E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPDXY PAINT. N. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW.PRIOR TO COLORADO INITIATION OF THE WARRANTY PERIOD.THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL co PAVEMENT MARKINGS F. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS,THE DEVELOPER SHALL PLACE SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS • w OPREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS.ALL SIGNAGE AND STRIPING SHALL LEFT TURN ARROW(15.5 S.F. EA.) O TWO WAY LEFT TURN ARROW(31 S.F.EA.) O 18"X 9'CROSSING LINE,SEE NOTES APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION(EXCEPT FAIR WEAR , < PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING OF STRIPING AND SYMBOLS. ON TRAFFIC MARKINGS). Z ys H B RIGHT TURN ARROW(15.5 S.F.EA.) O STRAIGHT ARROW(15 S.F.EA.) L BICYCLIST AND ARROW Sheet X G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. O. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14,TRAFFIC U. PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT PREFORMED PLASTIC PAVEMENT MARKING z o C H STRAIGHT AND LEFT TURN ARROW(31 S.F. EA.) MARKING"ONLY"(22.5 S.F. EA.) LANE REDUCTION ARROW M CONTROL DEVICES, FOR ADDITIONAL DETAIL. Know What's below. SG2 oj Call before OU dlH. EPDXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGEPREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT PREFORMED PLASTIC PAVEMENT MARKING CONSTRUCTION. P. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE. y g O STRAIGHT AND RIGHT TURN ARROW(31 S.F.EA.) O MARKING"STOP"(22.5 S.F. EA.) O"LANE ENDS" CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF O PREFORMED T E.RKING8"WIDE STOP BAR PLASTIC O PREFORMED PREFORMED IC PAVEMENT MARKING OO DE WHITE MEDIAN STRIPING ITE EMARKING I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. UNDERGROUND MEMBER UTILITIES. 44 Of 64 3'-�" FORT COLLINS ONLY FULL DEPTH ASPHALT PATCH: THE THICKNESS OF THE ASPHALT PATCH SHALL BE ONE-INCH THICKER THAN THE EXISTING ASPHALT THICKNESS WITH A o -2 MINIMUM ASPHALT THICKNESS PER TABLE 25-1 OF CHAPTER 25. } 4 Slope sidewalk to curb 1/4"per foot. O~ o � � If this section is less than ° .d d "Q N '� 5'Of existing asphalt/concrete, a d 4 r ° d. 8_ u `' > it must be removed and replaced. O (t3 ` (O 1100°000000°O j rn Trench Width a. . M _ c O New Asphalt/Concrete ° a q d ° NOTE: Construct sidewalk with joints at 10'intervals E �? 0 LC) N a) a ^ Varies a ° ' and aligned with scoring on curb. co /O� IZ CKJ -C _ a tv Existing Road Base Q �- �, 0 Ramp o O O ATTACHED SIDEWALK DETAIL �, o3' ICU a�i W — a) c i>S (A O .� 0 n tftm � U) Compacted 00 Landscaping (� } O 0 z z ' i'%' 'i'%' 'i'i' Ed e of Pavement Or 2'min. O ct5 as Lifts Of Suitable g > I° ~ �' Q Materials 000 Lip of Existing Gutter Slope:Minumum a"/ft U ° 6' Max. Compacted r Maximum 3"/ft O O p �— Slope sidewalk to curb 1/4"per foot. J Lift Thickness if g - See note 6 -0 U Flowable Fill 1 20' m Q o U 12" (Water& Sewer) a.. ° O IL Not Required d ' a ° 0 tL ro (See Note 9 below for Storm.) d C 900 U O Q O 0000 > O 1' , N C c (D ro o m > 4 (min.) ° ° ° Variable -I—+ O Q N 0:0 00 U (D U O o o °� 6'(max.) Utility Conduit z N � �- 0ono �� cn a' m oo o C7 ci _� ( m Bedding Material ° d O N O CO-,O co C0 O LO O J 0 Q Cn-�O >, O O N (n- N � � �� �. � � U 0 � 'C C C� �•v� O� O W �•v 12 DETACHED SIDEWALK DETAIL `r' L' q o o z m a o Undisturbed Soil C a o a��'�_ o 0 O O x C\Jx N O O (3O D w c >,c °w (0 DETACHED ACV N min O LtJO I— Qr r c0 r J 03 OJ a ��.�a o� a o L O E — LID LO a c m-° N �•c > C N O 0 L L C t—�I If o N m a w 6 ° a�"J U w 1/2"Expansion .L O Joint material Q N cis p -0 Q — 2 o 0 0 � 0 � U � � NOTES: ~ m o o � -6 (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" Q Q C U — O O O - Local Entity Engineer. E� . .. Qd.. n .°d d ° d d°° ° ° 4 e ° O O (D C N (B O> 00 W e Cn U U O ° 1/a'� ° d a .0 z � m - �� � Q m � D .� � E co � U 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and �0 ° a x U Q Q m T m (D .o o straight edge &outside of the wheel path. _— Varies c� O m ca .� m x 1 1 d° ii2,. °' o �, o Q 0 °' o a m o U 3. Where the surrounding soils are non-expansive, a flowable fill may be substituted for backfill �,— o 2 Q O z Z ° ° d '° ° ° ° N 2 U E >i Co C CO C (n C1� E 0 material. — c w n T .� CO L C O 0 (� C U Q N N (D -0 W �� o Q -0 E CIO Q m m E 4. Trench width shall not be more than 16' nor less than 12'wider than the outside diameter of the pipe. LI E a #330248 #330247 #330149 ° d d ° . 41d ° T � °�' ca D U E o E 5. use a 18' long #4 epoxy rebar at 18'On centers along the perimeter of concrete panel replacement INSTALL IN LOCATIONS SPECIFIED O Q Q O -0 O I c sections. 1= IN CHAPTER 22 Varies N O O .� ._ m .0 C '� N .0 O p N — WEAKENED PLANE JOINT r� U) o °' o Q� o c `� o 6. Refer to Chapter 22, Materials 8 Construction Specifications for compaction and testing c'a =Z EXPANSION JOINT E Q a) co I o- E � `� v ` 0 -0 0 � � Q= � requirements. '�� Flow line O ca E m ro S (DL — w z o d �, - c (DiZ- (D N a) Eo un -0 a ro 7. In unimproved areas, all disturbed areas shall be regraded; seeded & mulched. o � N Qco w � o z � 0 0 C 0 0 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. 0 0 �, U 9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of — Q C � -6 r (,i ri .4 unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe. � ~ NOT TO SCALE o o 0 c� NEW FHWA ARROWS (ELONGATED) SIDEWALK DETAIL RESIDENTIAL LOCAL STREET ACCESS RAMPS TRENCH DETAIL �� W 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/O1/07 1602 STREET STANDARDS DRAWINGS DATE: 02/17/15 1606a STREET STANDARDS DRAWINGS DATE: 04/01/07 2201 Ld W 0° N Cn CV Z 900 FHWA ARROWS (ELONGATED) 901 SIDEWALK DETAIL 902 RESIDENTIAL LOCAL STREET ACCESS RAMPS r9O3 TRENCH DETAIL O J O0 O NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE U D9 D9 D9 D9 � 0 LJ O N Q U \ Z C N LJ Q'Z5 Iw—� Qa Q d U\ 00 (n Z d Q M H N 0 m LJ N N LLLJJ O Z Z , Ors (n0 QO of 00 LJ . Ir . a_O 0 0 O U 0 0 a 0 0 a 12' CONCRETE TRAIL a 3 MAX W N C 2.0% 3 MAX III = .. O N 1 - _III—III J W I I III, i � ..I=1 I I III=1 I I I I I I I III=1 I I- III_I_I III—III- II III- III—III- —III —III —III—III —III—III — 1 - III- -1 II II =1 II —III=1 — I III. I I � � i � � �I II _ III III III_I _III III I -III II Ili II ��^^ z COMPACTED SUBGRADE 5 NOTE: GEOTECHNICAL ENGINEER TO VERIFY RECOMMENDATIONS FOR TRAIL (12" MIN.) SECTION. TRAIL SECTION SHALL MEET HS 20 LOADING REQUIREMENTS (TRUCK AXLE LOADING OF 32,000LBS OR WHEEL LOADING OF 16,000LBS). W 9 s I 0 m 3 CALL UTILITY NOTIFICATION CENTER OF r9O4 12FT TRAIL CROSS SECTION coLORADo D9 NOT TO SCALE a w w � • a Sheet x U' W Zo Know what's below. D 9 Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF 57 of 64 UNDERGROUND MEMBER UTILITIES. MATCH LINE — SEE THIS SHEET LEFT NORTH WON a \\ / / o OIIIIII I II Ix 80 0 --- 80 ITI 160 240 Feet 991E4990 IN FEET)a s -WEST 1 inch 80 ft.93 —I 4984 — -- -______ _______ WEST WILLOX LANE9 ro490 ,4989_ _ —O'� - JIBill SF �- X \ co ACKELSON CONNIE A. 603 \\\ KAFKA, AMY \ i W WILLOX LANE, W WILLOX LANE, <r SOFT GOLD PARK I 1 I \ h eF \\\\ l/ it eF \� \I\\ O I HICKORY TREET Az �\ \ L KEYMAP NTS �p O fn To Lc wa V) LEGEND: L aE LLI \ \ /) `�\ I \� ///a°j� \ Ir x PROPOSED STORM SEWER \�a .° JE - o \ I \ PROPOSED CONTOUR 93 o o EXISTING CONTOUR - - - —4953- - - - - D o o o PROPOSED SWALE ------------------- w a - \ PROPOSED CURB&GUTTER \ \\\\ "�I \J \ \\ P \\ �9�� II I I // I PROPERTY BOUNDARY \ ^\\ 11 \� \\ > \ � - �I l o� 00 J I 1 I� (I I I I LIMITS OF DISTURBANCE �LOD LOD 9 X \ \ =w Q �)II I / J SILT FENCE SF $F , °�'a WATTLE DIKE °c z 0 _ — xW o ROCK SOCK = RS i 4984_ \\\ I \ I PEREZ DANIEL A. \ ' — _ _ _ i �/ I % ° > / I } \ //) > —�s l\\ - Ld �\\ \ \ \C -� 1 - // 1. \ \I o ass - — J 14 I SF400 HICKORY STREET 149 / / i I 09�9 0� // // ((/ /�%,� ( ) \ \\�\ \ \ x 0 = \ O I CONCRETE WASH AREA CWA ^ � '' � -� V) _ \\ \ \ \ \ \l �/ IJI�I�U III/// \\ \��/ \ I \ \\ \ — / 8F \ VEHICLE TRACKING CONTROL PADLd O Ld } r ��/•��\\ \, I 3 I J Z �//�/� � /�/�/V//////�/%/ I)�/���`` /\ / \\ �\I ` \ \`��J/ �/ / I / I x � INLET PROTECTION I 1-0 �` �� ► I I \ / l I IP Nz I \ I- o \ r \\ - \ `a / of PITT, JEAN - 1522 WOOD LANE, I \� \� I t �/ J oo \l1 /��� �//��/ � BALE OUTLET PROTECTION BOP o *>!'I► I ,�� /� - //// ///// WOOD 1 I o j/ \ / RIPRAP RP N w o DUCK — �— — \ \ I x / L C1 ca�, l � o Q v - T —_— l \\ r \�\�\\ I ( I I / \ /I�l POND I \ ( / I / Q DD zc Z`l / MULCH MU u 0- II \ / / oo cvi�:- �Q ^ '-°° l � `\ < \� l /i \ \� , — ��- -� �" BENCHMARK/BASIS OF BEARING: \ IJ �\ \ \ /\ ✓� \ I /// / ( ��_ —� — — - —� - - - - -L--- --- - - - - - - /� — PROJECT DATUM: NAVD88 �, o m OF 1 \ \ — — \ — — — — H — — — - City of Fort Collins Benchmark NO. 9-07. o N Ld Q \ - - _��- — _ -•-�- T -I _., _ . — — — — — _—= Southeast corner of Shields ST. and Willox Lane on the South east win wall of 00 w Of GBP LLC I , \ / \ \ / / — — — — _ — — - - _ / of the bridge over an irrigation ditch. 1434 WOOD LANE, I I g;a \\ /�1// I\ � / � � — _ - - - - - � / - - - - � - - - - " — � � � o 0 6 \ \ // — —/ I II I \�' / _ _ _ ELEV.=4999.15 NGS Benchmark V-401. In Fort Collins, at the 'unction of U.S. 287 and Bristlecone Drive, 59.4 meters � / ,, (194.9 ft) east of the north bound lanes of the highway, 14.7 11 I! meters (48.2 ft) North of the center of the drive, and 1.1 meters (3.6 ft) north I II I I I,IIII � . 01 of a utility pole and powerline crossing the drive, Note--access to the datum is i I \\ �\ ^ I through a 5-inch logo cap. l J I I PEREZ DANIEL A. ELEV. 4977.81 7 OD V 4985 4 0 HICKORY STREET 149 Z \ \ I I i Please Note: This plan set is using NAVD88 for a vertical datum. I \ I Surrounding developments have used NGVD29 Unadjusted for their vertical 0 i I i1 \/ I al datums. J If NGVD29 Unadjusted Datum is required for any purpose, the following OD / I� I TABLE OF CONSTRUCTION SEQUENCE AND BMP equation should be used: 0- o. I I �9e �,tw► / // I I APPLICATION NGVD29 Unadjusted = NAVD88- 3.18' J `- / \ � i I ` l / II \ —/ 1 CONSTRUCTION PHASE PHASE I PHASE II PHASE III PHASE IV Basis of Bearings �y 15 O SF —�9� / (DESCRIPTION) (GRADING) (INFRASTRUCTURE) (VERTICAL (PERMANENT Assuming the North line of the Northeast Quarter of the Northwest Quarter of LL p 6 CONSTRUCITON) BMP'S) Q Section 2, Township, 7 North, Range 69 West of the 6th P.M., as bearing Q - �C Grading(Include Offsite) o llll7 lll ---------------------------------- _ _ - - X------ m ------------ North 89 3313 East. � i x 1/I I 1 1111 �% r h 5- - - J / \ Overlot CD z IIIIIII IIJ1r / �— - - +�X— P GENERAL NOTES: X O " o I I IIIII I I / F_ %'���\ -- , —SOFT GOLD PARK Pipeline Installation O o $ III I I\ / // \\\ +� I Stormwater 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP J r , "' '� I I I I I( / \\\\ x MULCHING OR SIMILAR METHODS. v n a I I I \\ \ N c Sewer Service 44�8Y \\\\\ I / �111h Water Service 2. SWMPContacNISTRATOR: \ U N I I ( \\ \ Concrete Installation Company S Address O Site Walls aN I °' \\ 11 I tttt Phone o I ICI III I a \ �� `tttttt x Building Structure /'\ �J Z nIi I IUIIIII h I \\\\ J�/ I \ Curb and Gutter 3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE O x p \ WASHOUT AREA IF ACCESS IS OFF PAVEMENT. a p / \ 1 4. REFER TO THE Final Drainage Report dated April 12,2024 BY NORTHERN O rl I I \ \, �R / / I 1 Hardscape Amenities ENGINEERING FOR ADDITIONAL INFORMATION. " I oo Ill I ' I ,y z IIIIIII II BEST MANAGEMENT PRACTICES 5. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS W I x O IIIIII IIIIIII \ \ \ q0 — — / I \ 1 I� Temporary DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS TT 1 _ — — I \1 I I PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING Inlet Protection (IP 0 III ) THE USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND E w " I flit \\� ■ \;, �'� ■ �� ■ ■ ■ ■ ■ ■ ` Vehicle Tracking Control (VTC) ACTIVITY, DATES OF CONSTRUCTION, DETAILS RESTORATION PLANS, ETC. CALL UTILITY NOTIFICATION CENTER OF N F MATCH LINE — SEE THIS SHEET RIGHT Flow Barriers(Wattles,Rock Socks,etc.) (RS) COLORADO Concrete Washout Area (CWA) m •i S Preventative Maintenance Activities/Meetings/etc. a � Silt Fence(SF)/Construction Fence(CF) a Permanent Sheet x z o Mulching/Sealant Q F Know what's below. EC1 o Permanent Seed Planting Call before you dig. Turf Reinforcement Mat(TRIM) CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Erosion Control Fabric(El UNDERGROUND MEMBER UTILITIES. 58 of 64 MATCH LINE - SEE THIS SHEET LEFT Q; �� ■ ■ ■■�� ■ � ■ � p � �/ ■ ■ � ■ ■ � ■ ■ � ■ ■ Ii� �■ � NORTH ° _ \ I I IY x 80 0 80 160 240 Feet �—� OH' OH C7113 OH _ eF_— __ — — _ _=4999 499�590-== \ / I 1 inch= 80 ft. LI (IN FEET) I - - - - -WEST WILLOX LANE - - - - - - - - - F 1 `- - i — I \\\\ \ �� \`�� / / ` \ II 193 -- i 8 o I f 4984 � / � ' � \ I I WEST WILLOX LANE — — — -------------------- � \ l �9�° I R8 ��� ��\ \\V\ I( V I I I _ _ 9 PROPOSED 2' - 1I w alr - - - - — CONCRETE P N O d I I — � I — � - - � \ �\ + � \ I II\\ I I I A96 °° - o ACKELSON CONNIE A. 603 KAFKA, AMY I I I III — I W WILLOX LANE, W WILLOX LANE, r I � — J Imo — ' I I I \ \� —/ � I \ EC2woo 8 / j I w S �NT� . - - j I I \ \\ \\ / I co ti a� I I SOFT \� I 1 I GOLD PARK 1 I 1 C0 I I \ I OF - / I HICKORY TREET \ L= — -I \ Rs \ r --- -� - J sF �9� \� \ / /�/ / \\ 1 @ �I KEYMAP 0 - - - � ®NTS Q . E LJ LEGEND: °-'t06zQ) PROPOSED STORM SEWER w o o)( o° m o (3 rn N \ � � � C 4 PROPOSED CONTOUR 93 1 \ PROPOSED 4' \ } I I L I EXISTING CONTOUR — — — —4953- — — — - 8 o o c a o•a � � CONCRETE PAN m , \ / LOLL II ------------------- I - - I I / I �I I PROPOSED SWALE L w 0 W CO J1 w/7"CURBS \\ 'o ca 6 r o ` L \\\\ ���� I I \\�I\\ I — ' JI 1\ 1�, _ \ m m ,1\ 1 -��' "� t \\\ ti I / / I / r �°' I CID PROPOSED CURB&GUTTER — \` �g� I I I I PROPERTY BOUNDARY 1 � � — 1 I / _ 1 II x 11\II I l I I I o00 � \\\ PROPOSED 2' CONCRETE PAN 1 1 1 I I i I LIMITS OF DISTURBANCE LOD LOD c Z PROPOSED 4' I L — —� I R ` I tt \\1\\ 1 ` I �1 �I I 1� o w R8 I I I \\\ \— _ — I / 11 W I r CONCRETE PAN I l- I ` L \ , I pfs ? I SILT FENCE SF $F o w/7"CURBS � — — — _ _ I I O its— Z —/I I WATTLE DIKE ' — L — - J R8. I R8 A l n, - sF �� 9 ///J\ \ \ \ \ , /✓/ / (� I ROCK SOCK PEREZ DANIEL A. //Ij sa �_ ���� l\� \ \ \\� — 1 1 _/ // I I r 4sa7- I 400 HICKORY STREET 149 �� / / / / `b,� \ \ \ Q \ o 9Sill /�i // I / /-�9 �9 i // Jf//'j%� �— � O \ ��\j�\ ` \ \, I hQII \ o OLLER CONCRETE WASH AREA -- — STREET — Q — . . . — . . . — \ I V � w R8 / ,— /�� o �: _ I ` 1 �/%j/,- �� ; I IJ I%v III/////i \\ \P77 _ I\ I \ \\\ \ \ a _ I VTC — / 8F I VEHICLE TRACKING CONTROL PAD W WI j — _ - I I / I \I �z ��/ 1 /l��yll11/l/ j l�= �� ,jl J\\ \\ \ \ \ I ��1 // I /I� °° :I W /// // / / \ \ \ / \ \ \ ;J I I 00 W W 'n\`o �" I // / \ '1 \ / / I I INLET PROTECTION L I I j L_ L - - - I z cnl I I I I < / /� // � r � � Nz — I� — � �- o I /cc 6 / li/ / \ I \ — � / / � - - - of PITT, JEAN I I I \ , . \I j//_////// ���� ( \ �j\\l11 / 0 PROPOSED 4' r O — \ 1522 WOOD LANE, j I I L — — I i I I L — J , CONCRETE PAN I I — p / // °'�'° ` \ _ \I / \ \ \ / / �'I \ BALE OUTLET PROTECTION BOP I I i I L — — — L - - �-I - - I w/7"CURBS / / // / �o II iii !/ j \ / 1 _ / I - - Y I I L -- - � I I I � I I � I � \ lyl�/ /�/i 1 1 \ ��`\_.\��� // I► R8 Rs I ) // / WOOD / p 1 I I L - - - L 11► I � L I I \ _ ���J n ill / ////l \�-- ,� Jl \ RIPRAP RP Ill L — _ I I I _ _- - — - - - - - I _ - I f . ii \ _/ /lIJ l/// \� \ \ l 0I / N (/ DUCK T — W o I I I �� I I I I ' \ l L /�lY(I POND 1 \\ / \ \ \ / I /� \ 00 z G I I� \ J "�I �'_ \�J/ / - e � I Y I I Rs �\ Q II � I I 8 -- — ` '. L — — —� I „// / //�� \ 1 �� / MULCH IVIU o o (`_'n:- d Q \\\\ \ I I - - - - L I I R8I I L � II .. 1 - - - \ /��// _ J��/� \\� _\\ 1�� , —tea—J -- \\\� � \ I I� , _ I f , II \ BENCHMARK/BASIS OF BEARING: PROJECT DATUM: NAVD88 - - _ /_ \ - - - — 7 o m —=l = - - - - - — L _ � / - - - --mac �— �� - - - � � WO Z U Z U \ \/ L — --_ I sF —/-� - - �- _ �- - __- _ —I CKORY STREET _ City of Fort Collins Benchmark NO. 9-07. o N Q o SAINT GRACE p L — — — L /// . // — — — — — — —— --- — — —_ Southeast corner of Shields ST. and Willox Lane on the South east wingwall of Do W Of 1434 WOOD LANE, I T \\\ ��-. STREET— of the bridge over an irrigation ditch. I RP /// JJ/ // ! f \\ NGS Benchmark V-401. / / III III I I / / / In Fort Collins, at the junction of U.S. 287 and Bristlecone Drive, 59.4 meters RP ���6 �' I `� I II I I IIII I (194.9 ft) east of the north bound lanes of the highway, 14.7 meters (48.2 ft) North of the center of the drive, and 1.1 meters (3.6 ft) north 01 \ of a utility pole and powerline crossing the drive, Note--access to the datum is I . '.'. . I ..L . . \ I I, I through a 5 Inc logo cap. N J I — — — , PEREZ DANIEL A. I 1 �" \ 5 4 0 HICKORY STREET 149 ELEV.=4977.81 - - I Z Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical 0 5 :::: / I d datums. J i I PROPOSED 2' : : . . . + S I I CONCRETE PAN I I n a — III If NGVD29 Unadjusted Datum is required for any purpose, the following Lf ® A9 �I I TABLE OF CONSTRUCTION SEQUENCE AND BMP equation should be used: J 0< a� ®a5 0� " ' l $� // I APPLICATION NGVD29 Unadjusted = NAVD88- 3.18' / 5— -' Basis of Bearin O <a 8F 87 6�J _�g8 CONSTRUCTION PHASE PHASE I PHASE II PHASE III PHASE IV Bearings n/ /�/ C 8F SCRIPTI ) ( ADI ) FRASTRUCTU ( T of �j� 11-IL'. --------------------------------- _ - - - - x- - North, Range 69 West of the 6th P. s bearing (DE ON GR NG IN RE) (VERTICAL PERMANEN Assuming the North line o the Northeast carter o the Northwest carter CONSTRUCITON) BMP'S) ------ — ----------- Section 2, Township, 7 R n e M. a e m — --- -- —� \— \ Grading(IncludeOffsite) North 89°33'13" East. N a 1/IIII III _ _ _ — _ . ^ ��9�� — \ z L.L W ��IIIIII IIIr %�= \�_ _ —SOFT GOLDPARK + � O�erlot GENERAL NOTES: X W Nc \ Pipeline Installation O O $ FUTURE CITY OF FORT COLLINS / \\\ \ — — 1� \ \ x Stormwater 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP r , n PARKS DEPT. IRRIGATION LINE _ J v c (TO BE DESIGNED BY OTHERS) \\ \\�� �/ �'_' �\ I \ �/ Z \49,�3" /i \�1 \ / / Sewer Service MULCHING OR SIMILAR METHODS. — — _982" i Water Service 2. SWMP ADMINISTRATOR: Z 4�8ri �\ \\ Contact N ilIl I I I I \\\ \\ / � LL \ Concrete Installation Company N xl O w � ao1 I I Site Walls Address Phone Building Structure /'\ o z W l JII \\\\\ J// II X� / f/ p I\\ I Curb and Gutter 3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE CIO > o Z /,0'1 \ \\\\ �// I I 1 I WASHOUT AREA IF ACCESS IS OFF PAVEMENT. O a J r \ I \ ` \ 1 I 4. REFER TO THE Final Drainage Report dated April 12,2024 BY NORTHERN N o O O Ij11 I Ilf I I \\ � /J1 R9e -}- I I \ I HardscapeAmenities ENGINEERING FOR ADDITIONAL INFORMATION. 0 r,, O O IIII II IIII 1 \ \\ \ BEST MANAGEMENT PRACTICES ow I 5. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS W X o IIIIII III I III \ \ \\ °a'tic' \\ I 1\ I 111 it Temporary DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THIS W IIII I)I I III I \\ \\ I I \ PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING E > III I \ \ \ ,// \ \ 1 Q IIII Inlet Protection (IP) THE USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND o ■ \' ■ �/ ■ ■ ■ ■ ■ ■ I■ I Vehicle Tracking Control (VTC) ACTIVITY, DATES OF CONSTRUCTION, DETAILS RESTORATION PLANS, ETC. F Flow Barriers(Wattles,Rock Socks,etc.) (RS) CALL UTILITY NOTIFICATION CENTER OF MATCH LINE - SEE THIS SHEET RIGHT COLORADO Concrete Washout Area (CWA) co •i Preventative Maintenance Activities/Meetings/etc. a ro al ° Silt Fence(SF)/Construction Fence(CF) a Y� Permanent Sheet x z o Mulching/Sealant Q F Know what's below. EC2 o Permanent Seed Planting Call before you dig. Turf Reinforcement Mat(TRIM) CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Erosion Control Fabric(EF) UNDERGROUND MEMBER UTILITIES. 59 of 64 MATCH LINE - SEE THIS SHEET LEFT ■ ■ ■ ■ ■ � � �� ■ ■ �� ■ ■ � ■ ■ ■ ■ l� NORTH woo eI _ I \\ \ I I 80 0 80 160 240 Feet =O—H� ----------O 99 Y4 — 4ss = _$990---4 _ 4 - II I II I t III i�ll lIx (IN FEET) 49 1 inch 80 ft.WESTWILLOXLANE -499 °I WEST WILLOX LANE / III I' �� ----------- / I mmft MU VA PROPOSED 2' - - - - �\ CONCRETEP N I \`� \\\\ I l \\R9 I ( h o e31 V \ \ `� . 603ACKELSON CONNIE A I \�\\ ' Q) KAFKA, AMY MU W WILLOX LANE, 0-1EC3W WILLOX LANE, � \� \�\\\\ / I I I� III I 000 00 I, j I I �� \ . � I I I I SOFT f- — — ✓O'\ \ I + I I GOLD PARK _W Lu \\\ \ I I L Q I ► \\ 9 \.� l �� \ /' 1 1 C HICKORY �IRPPT__!\�=__ z 771 _J _ — I Mu \\ \ L ---- - -v - / �Q_, �\ `� N // 11 11 I �I ®"S KEYMAP _ °•� ICI u ° u) L� L / LEGEND: ° ° a) PROPOSED STORM SEWER w o L_ rn III - I � tt PROPOSED CONTOUR 93 �\F° ° � ° oE° _S'E 6 ° oLN PROPOSED 4' / } I t EXISTING CONTOUR — — — —4953- a a Z CONCRETE PAN co `� II LLL > w o a s c�w 1 1 Jt f / jy _ PROPOSED SWALE ------------------- ° ° o w/7"CURBS a I �I' 1'1 - m PROPOSED CURB&GUTTER �x PROPERTY BOUNDARY30 F -A— \ m 11 J , II 11\II l I l i o0 \ r PROPOSED 2' 1 - 1 I� ( I °o \\ \ � � I I I I — — _ I \ CONCRETE PAN I I � — 1 � iO f j I � i LIMITS OF DISTURBANCE �LOD ,�X 1 1 �� �z =Z PROPOSED 4' I _ _ /I^ I t \\\\ t Q / ) I ` / I a�i= CONCRETE PAN I -I I �\\� , f s ? I SILT FENCE SF $F W `a r w/7"CURBS - - - _ — J \\ I I _ 00 WATTLE DIKE LLJ�C z \l � �I / \ I J O I ROCK SOCK ~ _ 4984. , , If, �\ \ \ v' / I RS \ _ '� �/ / moo— `\ \ \ — � 1 — / / Ld �I iii� a, ���� \ — lam _ // I W PEREZ DANI EL A. /'� / / I I �)// > °,� - — �- l\\ — \\ \C / I o — — — — — I 1 I 400 HICKORY STREET 149 / > — 9t� '//' /lI / ,/Z — — �J � \ ^ �/\\Q\ \ \ /\ \ \ I I C o \ _. . . . —. .. — .. \ � 9�0 / / /J //// v`°'• \\ \ �� \ \ 1 � v —. CONCRETE WASH AREA CWA W � Ld c¢i� 9 \ — MOLLER STREET.-9p — �- �� ^ �l I / // / /I I///� /// ll� \ 1 \ \ \�_\\ \ \ \ 1 \\/ / I Y VILI \I1I\I I\ \\\ I VEHICLE TRACKING CONTROL PAD O OOVB'ITOPCP o— W w wI , V//l I— — � �� INLET PROTECTION � 1�� r z Q V, z iK/�� I / / z — ILI "/ \ o— PROPOSED4' M- BALE OUTLET PROTECTION/� ////PITT, JEAN 1522 WOOD LANE, MU Ll CONCRETE PAN \1tL II w/7"CURBS vo � / rfo ( I ��1 �MI u I - -- — —1 I I I —*_ - - 11► I -- - -_— _ _ I I - - - II l III (^ n v wooD U I f//I - RIPRAP DUCK T ORP d 0 N/ Q POND Wz o=04 .1981 <� MULCH IVIU 00 V)�Ik 11 Q \ v / ' \\ c \ 11 ^I BENCHMARK/BASIS OF BEARING: � — / � -�C \ \\ �� ~ ��� - ---- �T-�— - --`�- - - - - - N, — = PROJECT DATUM: NAVD88 m � 1-N � F�ICKORY STE City of Fort Collins Benchmark NO. 9-07.\1 RET o ir� N Q I ' I - ' \ — — \ / ' //'� / •- — � _—� _ — — — — — — — — — — _ - — — _•- _: — _ — — — = Southeast corner of Shields ST. and Willox Lane on the South east wingwall of 00 Ld of GBP LLC i /� \ a SAINT GRACE — — — I ✓/ /��/// / — — — — — — — — _ __ — — —__— I _ \v \J/ l o of the bridge over an irrigation ditch. o m o m a ' STREET— f� // I\ / / ` - - - - 1434 WOOD LANE, 11 I / — — —/ _ _ _ — \ — — — ELEV.=4999.15 — — — — — _ NGS Benchmark V-401. In Fort Collins, at the junction of U.S. 287 and Bristlecone Drive, 59.4 meters :I . (194.9 ft) east of the north bound lanes of the highway, 14.7 - \ \\ I I I \ /i — 1 I \ f \I II I II III I,I I meters (48.2 ft) North of the center of the drive, and 1.1 meters (3.6 ft) north � I• • •• � \ ` � � ' � \ \ I �� I � -•:-:•:•_ � of a utility pole and powerline crossing the drive, Note--access to the datum is through a 5-inch logo cap. l I J ELEV.=4977.81 PEREZ DANIEL A. OD 49 $ 4 0 HICKORY STREET 149 Please Note: This plan set is using NAVD88 for a vertical datum. e` I I I Surrounding developments have used NGVD29 Unadjusted for their vertical S LL: / 1 datums. J PROPOSED 2' 0 1 i CONCRETE PAN Ii I If NGVD29 Unadjusted Datum is required for any purpose, the following OD MU I equation should be used: ge / I NGVD29 Unadjusted = NAVD88- 3.18' J 9 Mu s . l O < 35 / 1 Basis of Bearings g 87 6 —�9$y I Assuming the North line of the Northeast Quarter of the Northwest Quarter of -�� North, Range 69 West of the 6th P. s bearing-- -- --87- -- -- - _ _- - - Section 2, Township, 7 R n e M. aQ ` J E9 ---------------- L X- - 1----------------- _ _ _ z ( f f7 Jff --- - - \— — _ North 89°33'13" East. x I I I I I I % _ _ _ — . -- ,�9a — — — — __ X z I I► x — _ � I GENERAL NOTES: O Z I I IIIII I I I r� — —SOFT GOLD PARK \, +��\ \\ \ \ N CILLINS/ ` \\\\\\ \ — — 1� \ \ / 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP FUTURE CITY OF FORT O J r , g PARKS DEPT. IRRIGATION LINE \ v/ x MULCHING OR SIMILAR METHODS. v N LL (TO BE DESIGNED BY OTHERS) TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION J �\49�3- i �\ \ 2. SWMP ADMINISTRATOR: \\449 t`' ` \I�\l I �/� Project: WILLOX FARMS Contact Company Address\" UTILITIES FLAT WORK VERTICALM III I �� CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING LANDSCAPE DEMOBILIZATION O INSTALLATION INSTALLATION INSTALLATION � \ phone CIII BEST MANAGEMENT PRACTICES(BMPS)z I u 1 3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE ♦♦♦ ~ J W l —�X I I 1 I STRUCTURAL"INSTALLATION" WASHOUT AREA IF ACCESS IS OFF PAVEMENT. �o z v� i I \ \\\`\ %// I Q I O \\\ / II Silt Fence Barriers* 4. REFER TO THE Final Drainage Report dated April 12,2024 BY NORTHERN O po Concrete Washout Area* ENGINEERING FOR ADDITIONAL INFORMATION. V' O 1I �1 Vehicle Trackin g Pad* W r 5. DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS go go DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK.THISx W Straw Wattles PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING)I II III Inlet Protection Anypror inlets that cou d us e protecting THE USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND 0 0 ��■ \ u k ' ■ ■ ■ ■ ■ ■ ■ ■ ` ACTIVITY, DATES OF CONSTRUCTION, DETAILS RESTORATION PLANS, ETC. � Rock Socks* Any prior in ets that cou d use protecting a CALL UTILITY NOTIFICATION CENTER OF N F MATCH LINE - SEE THIS SHEET RIGHT *All Temporary BMPs to be Removed once Construction is Complete COLORADO a I co Mr Ion a ro Vegetative , Temporary Seeding Planting Anytime the site will sit dormant longer t an 30 ays Mulching/Sealant Anytime the site will sit dormant longer t an 30 as Sheet o z o Permanent Seeding Planting Know what's below. EC a ~ o Call before you dig. Sod Installation 3 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU Rolled Products:Netting/Blankets/Mats Anytime the site wil sit dormant longer t an 30 ays DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 60 of 64 iv INSTALLATION NOTES: +' 1 1" (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH 1. VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. 6' MAX RS 2. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. 3. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e. RIVER ROCK AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" ;i:,' DIAMETER. THE STONES SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION. POSTS WIRE TIE ENDS 4. ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR. SIGN TO INDICATE THE - 5. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD SILT FENCE FABRIC (ASTM D6461) ANCHORED IN rF I LOCATION OF THE AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY TRENCH AND ATTACHED TO POST. CONCRETE WASHOUT AREA _ - INSPECTOR. 6. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 24" MIN MAINTENANCE NOTES: BERM AROUND PERIMETER 0" ON BEDROCK %% OR HARD SURFACE,T GROUND SURFACE 4" TO 6" MAX AT CURBS, 1. CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY 2" IN SOIL OTHERWISE 6"-10" DEPENDING UNDER WHEEL LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO GROUND SURFACE THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ON EXPECTED SEDIMENT LOADS ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS. 00 2. SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF 12" MIN ROCK SOCK SECTION ROCK SOCK PLAN EACH WORKING DAY. FLOW 3. VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE 12" 2'-0" MIN. ANY GAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE STABILIZED. 4. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. �- AMOUNT OF 11" (MINUS) CRUSHED ROCK AND WRAPPED ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK 5. ACCUMULATED SEDIMENT IN THE WASH WATER/SEDI MEN T TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. O REINFORCED SOCK. AS AN ALTERNATIVE TO FILLING JOINTS INSTALLATION NOTES: O 50' MIN. _ '� 12" BETWEEN ADJOINING ROCK SOCKS WITH CRUSHED ROCK AND 1. DRIVE POSTS VERTICALLY INTO THE GROUND TOAMINIMUM DEPTH OF 18". > ROCK SOCK ADDITIONAL WIRE WRAPPING, ROCK SOCKS CAN BE 2. EXCAVATE A TRENCH APPROXIMATELY 4"WIDE AND 4"DEEP ALONG THE N (TYP.) 12' OVERLAPPED (TYPICALLY 12-INCH OVERLAP) TO AVOID GAPS. COMPACTED BACKFILL LINE OF POSTS AND UPSLOPE FROM THE BARRIER. � COMPACTED EMBANKMENT 3. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND,WITH TRENCHER,OR MATERIAL, TYP. WITH SILT FENCE INSTALLATION MACHINE.NO ROAD GRADERS,BACKHOES, 000 3H:1 V OR FLATTER GRADATION TABLE w PLAN 4. ETC.SHALL BE USED. 00 * IMPERMEABLE LINER MAY SIDE SLOPES 0 1 NOT LESS THAN THE BOTTOM V OF THE SILT FENCE FABRIC SHALL BE BE NEEDED IF GROUND 8'x 8' MIN MASS PERCENT + 1/"x 1/z WOODEN FENCE POSTS 5. BURIED IN THE TRENCH. OR AS REQUIRED TO THE TRENCH SHALL BE COMPACTED BY HAND,WITH"JUMPING JACK"OR BY ii WATER IS ENCOUNTERED. CONTAIN WASTE CONCRETE SIEVE SIZE PASSING SQUARE In WHEEL ROLLING.COMPACTION SHALL BE SUCH THAT THE SILT FENCE 6. RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. MESH SIEVES > R-5 SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY ROCK SOCK JOINTING N0.4 . LAND-DISTURBING ACTIVITIES. SILT FENCE FABRIC (ASTM D6461) ANCHORED IN 7 USE WOOD POSTS OROTHERMATERIALASACCEPTEDBYTHECITY. TRENCH AND ATTACHED TO POST. 2" 100 CURB AND GUTTER2SS MINIMUM 12" 1-1/2" s0-100 24'" MIN COMPACTED BACKFILL 4"MIN. -��FLOW 1" 20-55 42' MIN MAINTENANCE NOTES: O 0-15 A I 3' - 6' ROCK 20' MIN. 16 1. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND z RUNOFF 3/8" 0-5 / AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT NOTES: UPSTREAM SEDIMENT AS NECESSARY. iv MATCHES SPECIFICATIONS FOR NO.4 COARSE AGGREGATE FOR / 2. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. - CONCRETE PER AASHTO M43.ALL ROCK SHALL BE FRACTURED FACE, 18" MINANY WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". Q- '" s_ ALL SIDES / 4"MIN. 3. SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS O N O O m-0 d N 2. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY.IF ANY (D .�+ a E-0 W .� 4"x4" TRENCH DISTURBED AREA EXISTS AFTER REMOVAL,IT SHALL BE SEEDED AND I`- T, O•-,� L 3. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS WIRE ENCLOSED 1 1/2" O MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. (n a) O rn O O 0 NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF WASHED ROCK w i >,c LJ - CONCRETE TRUCKS AND PUMP RIGS. T o m(D o.2 U) o T 4. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MARKETUBULAR ` 0 CO: E C ` SIGN "CONSTRUCTION ENTRANCE" ci Q) O p Q) MAINTAIN CAPACITY FOR WASTED CONCRETE. PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP c-p 1n 0) 7 C- 5. THE CONCRETE WASHOUT SHOULD BE EMPTIED WHEN HALF OF TOTAL HOLDING CAPACITY HAS BEEN REACHED. AT JOINTS SO THAT NO > ° O O 6. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN CONSTRUCTION FENCE, TYP., TO DISCOURAGE GAPS EXIST IN SILT FENCE. - w p U) CO w ACCEPTED WASTE SITE. ROCK SOCK INSTALLATION NOTES VEHICLE ACCESS EXCEPT AT VTC o- - rn H 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR ,. SEE PLAN VIEW FOR: OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. - LOCATION (S) OF ROCK SOCKS. �2 MIN. r 6" MIN. 8. LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE 2. CRUSHED ROCK SHALL BE 1 j" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL �� + 6" MIN. JOIN FIRST ROTATE SECOND o� DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. COMPLY WITH GRADATION SHOWN ON THIS SHEET (1}" MINUS). _ , Y= O O Q1 3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM - OPENING OF RECOMMENDED MINIMUM ROLL WIDTH OF 48". NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE 3" - 6" ROCK - NOTE, c Z PLACED IN GUTTER TO FACILITATE W CWA/� 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6' CENTERS ALONG ALL MOUNTING CURB; HOWEVER, CURB THICKNESS OF GEOTEXTILE 5p JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. MAY BE CUT DOWN TO A HEIGHT OF 2" VTC d 0- EASIER ACCESS AND POST SHALL BE JOINED AS SHOWN,THEN HAS BEEN EXAGGERATED. 1L1 c d REPLACED ATOR HIGHER RPROJECT COMPLETION. ROTATED 180"IN DIRECTION SHOWN AND =W. N 2 5 FOR SOME MUNICIPALITIES ROCK LENCLOSUREALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH OTHER ACCESS DEVICES MAY BE USED SECTION A DRIVEN INTO THE GROUND. AS ACCEPTED BY THE CITY. ii00 !=c3 c z SF _SF SILT FENCE JOINTSw o 001 CONCRETE WASHOUT AREA 002 ROCK SOCK rO3 VEHICLE TRACKING PAD NOT TO SCALE NOT TO SCALE NOT TO SCALE H EC5 EC5 EC5 004 SILT FENCE O EC5 NOT TO SCALE 0 c� I� - W (n W LA W LA W A MANHOLE CURB INLET B MANHOLE STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE - INSTALL A TEMPORARY - -----� Yx 4"WOOD STUD EXTENDED �--� STAKE PROTRUDING ABOVE THE WATTLE. A SEDIMENT/EROSION CONTROL INTO CONCRETE BLOCKS -�.. HEAVY SED MENT LOAD WILL TEND TO PICK THE 04(n BMP UNTIL THE SURROUNDING • AREA IS-ZIENTLr s' WATTLE UP AND COULD PULL IT OFF THE STAKES OUTLET 0 J STABILIZED. -• • - .• - ` "' IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE _J BMP WIDTH VARIES -I=--- BMP WIDTH VARIES S TR U C TU R E --;..-fir:�`'�° `.: ',. I i •';'tr NECESSARY TO MAKE A HOLE IN THE WATTLE WITH 0)0 A PICK END OF YOUR MADDOX IN ORDER TO GET '*'• •;. ,g i ROCK BERM SHALL BE PLACED j:, '�• ♦ i THE STAKE THROUGH THE STRAW. WHEN STRAW TIGHTLY AGAINST CURB FACE I x•"•"".,;t• I I " a' I,.mow,t._�•..'•r�tr•,a:, � I •.•i �� WATTLES ARE USED FOR FLAT GROUND p I'4'.'0.:•'•' of ; �•+"� i'i I APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; ..+.•; �.�.:a Q I •"f •'.• CURB AND GUTTER ., •_, .: r WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. A A 1' I I •:'1:'a••�y..5 ;:.. t I,I -MIN I " r x..:..�:'.�•.• v MIN ', MIN Q I E:" : �.:..� `:�C • OR I' .• h CURB AND GUTTER A !J:•.. a I CV U STAKES SHOULD DRIVEN ACROSS FROM EACH WQ \ Q OTHER AND ON EACH SIDE OF THE WATTLE. I-\ Q Q N 3 LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE 0 O 0 Z d Q ROCK BERM SHALL WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE BE PLACED TIGHTLY F TIED TO THE STAKES ACROSS THE WATTLE. STAKES ® ® AGAINST CURB FACE SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE A WIRE ENCLOSED 1 1/2" B ® OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WIRE ENCLOSED TUBULAR 1Y2 ANGULAR WASHED ROCK m WASHED ROCK � WATTLE. WRAPPED IN FILTER FABRIC N o m i 1/2"WASHED ROCK MARKER CONCRETE NBULAR TUBULAR PLAN VIEW BLOCKS MARKER PLAN VIEW MARKER W V) z TUBULAR MARKER TUBULAR MARKER POINT A POINT A O NLLI Q GRAVEL FILTER SHALL BE PLAN VIEW of 00W O U U Of 1/2"TO I"BELOW TOP OF CURB RFLOW FLOW O P m 0) 0 m Q m OVE WIRE ENCLOSED 2'x4°WOOD STUD 4" MIN A A POINT B GRAVEL FILTER f BMP WIDTH VARIES E ENCLOSED 5" MAX BMP WIDTH VARIES GRAVEL FILTER • OUTLET " POINT B ENTRENCH 3" a � •• e� `•'' �' \ POINTS A MUST BE HIGHER THAN POINT B STRUCTURE FILTERED SETTLED RUNOFF "y RUNOFF POINT A SECTION A-A ° \. A •` •` POINT A FINISHED GRADE a° CURB INLET CURB INLET POND BOTTOM WQCV °•° ° .< 01 SECTION A-A SECTION B-B \, \ WATTLE DIKE rnn R �. DITCH INSTALLATION WD •� 2 Aa A A vJ N CURB INLET BLOCK AND GRAVEL FILTER CURB INLET GRAVEL FILTER \ d•' • 0 (INLET IN SUMP) (CONTINUOUS GRADE) OR . I OD GENERAL NOTES MAINTENANCE NOTES: 1. INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET.INLET PROTECTION(AFTER PAVING) V SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. 2. WASHED ROCK SHALL COMPLY WITH A 1-1/2"MINUS GRADATION. PLAN VIEW 1. THE CONTRACTOR SHALL INSPECT DIKES EVERY TWO WEEKS AND AFTER SIGNIFICANT N 3. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1°(COMMONLY TERMED'CHICKEN WIRE").ROLL 0 WIDTH SHALL BE 48". WATTLE STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. 4. TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTTH CD). (1 O" MIN. DA.) 2. SEDIMENT ACCUMULATED UPSTREAM OF DIKES SHALL BE REMOVED WHEN THE UPSTREAM 5. OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. SEDIMENT REACHES 1/2 OF THE DESIGN DEPTH. SECTION A-A W 3. DIKES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED �j MAINTENANCE NOTES: AND GRASS COVER IS ACCEPTED BY THE CITY. o OD 1. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS 4. WHEN REINFORCED ROCK BERMS ARE REMOVED, ANY DISTURBED AREA SHALL BE SEEDED, O7 Q NECESSARY. CRIMPED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. p 2. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2"OF THE 0- n CREST. Q 3. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED.UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF INLET PROTECTION IN STREETS. 007 OUTLET PROTECTION J a a EC5 0 NOT TO SCALE 005 rL, CURB INLET PROTECTION 006 SWALE WATTLE DIKE Q E ` EC5 NOT TO SCALE EC5 NOT TO SCALE ILL o z I w 'x`\/ 1 I a O0 " a J O x Mp I m N _j V � o o � W N O O Z � CD 3 � Oa o ry w W OD rn E � I 3 o CALL UTILITY NOTIFICATION CENTER OF N F COLORADO o I m •i 0 coa � s a Sheet z 0 Know what's below. o Call before you dig. EC5 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 61 of 64 adift `I ol .. 1 Me o -1 1. Mmok- tea• , . . . ■ ■ r WIN willpl�P000- _ f ♦ ` —- - ® III ., '. .: . 1 \` � ; ,,�:'Y a ;. .III I if w '/ 1 •1 :1 1 RSCALE: •- -• EXISTING ��������������������������■���� 1���1���������������■���� EXISTING GROUND GROUND PROPOSED CASESANITARY— PER FOCO PREFERRED METHOD GRADE (CONCRETE OR STEEL CASING PIPE) MIFF i • ���������������� 1 ����������� ��� - • - �n��� ��_�_ • — MIMI$ 11 11 1 11 • 11 : 11 11 illip ligil • 11 11 11 11 11 11 1 11 • 1 SANITARY SEWER ROUTIN HICKORY STREET CONNECTION - SOFT GOLD PARK EAST PAT �I�nr■ ' I ,_I �► RM �ELu • •:1 ` 1 :. 57 A J 11 . 1 ,1' _ _ •. . 1 i min1�� - �1■Yn ` f low- Aw PI � rI PROFILE SCALE: •- 4• ��'��■I����.���■I�������A��-���■��-��■�_���-��I■�■1��1������■���������ice■�Ca PVC PVC 2"PVC 2"PVC --------------------------------- . 1 / -- . 1 ------ . 1. ----f :. • 11 11 11 11 11 11 1 11 • 11OF 1 11 11 • 11 11 11 11 SANITARY SEWER ROUTIN ' HICKORY STREET CONNECTION - SOFT GOLD PARK EAST PAT adift `I ol .. 1 Me o -1 1. Mmok- tea• , . . . ■ ■ r WIN willpl�P000- _ f ♦ ` —- - ® III ., '. .: . 1 \` � ; ,,�:'Y a ;. .III I if w '/ 1 •1 :1 1 RSCALE: •- -• EXISTING ��������������������������■���� 1���1���������������■���� EXISTING GROUND GROUND PROPOSED CASESANITARY— PER FOCO PREFERRED METHOD GRADE (CONCRETE OR STEEL CASING PIPE) MIFF i • ���������������� 1 ����������� ��� - • - �n��� ��_�_ • — MIMI$ 11 11 1 11 • 11 : 11 11 illip ligil • 11 11 11 11 11 11 1 11 • 1 SANITARY SEWER ROUTIN HICKORY STREET CONNECTION - SOFT GOLD PARK EAST PAT �I�nr■ ' I ,_I �► RM �ELu • •:1 ` 1 :. 57 A J 11 . 1 ,1' _ _ •. . 1 i min1�� - �1■Yn ` f low- Aw PI � rI PROFILE SCALE: •- 4• ��'��■I����.���■I�������A��-���■��-��■�_���-��I■�■1��1������■���������ice■�Ca PVC PVC 2"PVC 2"PVC --------------------------------- . 1 / -- . 1 ------ . 1. ----f :. • 11 11 11 11 11 11 1 11 • 11OF 1 11 11 • 11 11 11 11 SANITARY SEWER ROUTIN ' HICKORY STREET CONNECTION - SOFT GOLD PARK EAST PAT Erosion and Sediment Control Escrow/Security Calculation for the City of Fort Collins Project: Willox Farms Disturbed Acres: 20.44 BMP Amount Estimated Unit Total EROSION CONTROL BMPs Units Quantity Price Price Inlet Protection each 5 $250.00 $1,250.00 Silt Fence L.F. 3,395 $1.10 $3,734.50 Straw Wattles each 19 $90.00 $1,710.00 Rock Socks each 25 $125.00 $3,125.00 Vehicle Tracking Control Pads each 1 $1,700.00 $1,700.00 Concrete Washout Area each 1 $1,250.00 $1,250.00 Sub-Total: $12,769.50 1.5 x Sub-Total: $19,154.25 Amount of security: $19,154.25 Reseeding Amount Total Acres x Price/acre: $20,440.00 Unit Price of Seeding per acre: $1,000.00 Sub-Total: $20,440.00 1.5 x Sub-Total: $30,660.00 Amount to Re-seed: $30,660.00 Miniumum Escrow Amount Minimum escrow amount: $3,000.00 Escrow Amount Erosion Control Escrow: $30,660.00 "The amount of the security must be based on one and one-half times the estimate of the cost to install the approved measures,or one and one-half times the cost to re-vegetate the disturbed land to dry land grasses based upon unit cost determined by the City's Annual Revegetation and Stabilization Bid,whichever is greater.In no instance,will the amount of security be less than one thousand five hundred dollars($1,500)for residential development or three thousand dollars ($3,000)for commercial development" 9/29/2024 10:37 PM P:\987-012\Drainage\Erosion\987-012_SWMP_Escrow NORTHERN ENGINEERING FINAL DRAINAGE REPORTAND EROSION CONTROL REPORT WILLOX FARM FORT COLLINS, COLORADO SEPTEMBER 18, 2024 NORTHERN ENGINEERING.COM 970.221.4158 FORT COLLINS GREELEY This Drainage Report is consciously provided as a PDF.Please consider the environment before printing this document in its entirety. When a hard copy is necessary,we recommend double-sided printing. s ,w Eps w NORTHERN GROUP ENGINEERING STORMWATER MANAGEMENT PLAN Willox Farms FORT COLLINS, COLORADO SEPTEMBER, 2024 Project Number: 987-012 NORTHERN ENGINEERING.COM 970.221.4158 FORT COLLINS GREELEY 4(.,E1 APPENDIXGROUP NORTHERN LANDSCAPE NORTHERNENGINEERING.COM 970.221.4158 SWMP:WILLOX FARMS FORT COLLINS I GREELEY APPENDIX