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HomeMy WebLinkAboutED CARROLL MOTORS LOT EXPANSION - PDP - 5-98A - CORRESPONDENCE - REVISIONS (5)• 4 - i 121 No water services are permitted beyond the last fire hydrant (including irrigation services). Place the proposed irrigation• service a minimum of five feet (5) before the existing fire hydrant. Lv e. P%vvr.1 +4 cr Serv%co 4o S' Wej+ •f F/YL N y.frs44• 122 Provide the standard fire hydrant, thrust block and water service details on the detail sheet. See the site, landscape and utility plans for other comments. w c A d 4,04 + kc v( a +&0-/s f a A04 i J Ole s Be sure and return all of your redlined plans when you re -submit. If you have any questions regarding these issues or any other issues related to this project, please feel free to call me at (970) 221-6750. fours ruly, T OY ONE City anner Pace 4 A a N.A.9/12/2: Provide a temporary construction easement for tieing into the stormline that's in the adjacent property owner's lot. 12/18/02: The temporary construction easement provided with the last submittal is being returned. Please resubmit with the appropriate exhibits and signatures. Also, the legal description does not close and may not be described correctly. Please provide an additional temp ��ry Construction easement for the newly propose retaining wall on the north side of the property. W e . ` e ejem r+ f er + k e- now Fi 0 e Y r*k1 et» d -P6t f kC f �`. �e✓�r� CO'f .i'}ry.Gf'�O^. C W fN mow'% Tb� r`L 35 N •,43/20/2: Contact Bob Zakely at 224-6063 for drainage and erosion control notes. 12/19/02: Drainage and erosion control notes are specific to the project and determined by Bob Zakely. Please contact him at the above number. 112 Line 48 of the General Notes needs to be more specific. The variance for the separation distance must include the distance the code required and the actual distance granted by the variance. The variance for the detached/attached sidewalk needs to state the actual widths, code vs variance. This is so that anybody looking at the plans 10 years from now will know exactly what the variance was granted for without having to research the actual documents themselves (which may or may,not be stored in the same building). WG +WO Ecn e-sl ,Uol-ei Pee. Tke. v zeta4cej -Flit t- c✓epe 'LPP*ffl s& 4 113 Index -Remove the word "Subdivision" from the Plat. We- Ke Nowa.( "S"e/iv f,i.e FooA The- e -4 117 Provide more information on the newly proposed retaining wall along the north property line (height, width, footings,etc). 4)e A4d.d 0ie+4;11 op Walt at i a, Department: Stormwater Utility Issue Contact: Wes Lamarque Topic: Drainage 60 ru•h• 3/25/02 Please provide the finish floor elevation for the building east of the site and show that the building would not be inundated in a spill situation from the pond. 9/17/02 Repeat Comment. 1/3/03 - After a field visit, water that overtops the drive on the south end of the site could inundate the building to the east. The driveway to the north should act as the spillway for the pond only, and not the south driveway. Please increase the grade along the south drive so in a spill situation all of the water will be �irec ed along thf north side of the b�+flding to the east. Joe r4f se•l +A a gra 4c 4o zd.as a» Qv.+e.,r%t to r4—F d ou+• "to tXiaf+A, .t r 104 Please see comment on grading plan regarding sidewalk in detention pond. Repeat 1/3/03 Department: Transportation Planning Issue Contact: Tom Reiff Topic: Site 119 Install a directional access ramp on the south side of the McCleland drive aisle to align with the directional ramps on the north side. We- h,+.I. 'Detai) 7—Z7 S o. J-Ae.r6 4-.1 we- mOrd,-leliI if e, SM[// a Mouwt- �O o{irec>t . f /✓01'44. Department: Water Wastewater Issue Contact: Jeff Hill Topic: Utility 120 Blow -offs are not permitted within the City of Fort Collins utilities service area. Provide a fire hydrant at the end of the abandoned line. Provide a utility easement for the required fire hydrant. W` pcoitd.rl a Frig f/yara.tt n-trl GR�e.�t f K i' '+ 6 It 's Page 3 Department: Engineering Issue Contact: Susan Joy Topic: General 49 Al. A 3/20/2: Provide a detached sidewalk, additional ROW and 15' utility easements along McClelland. Exact ROW requirements are to be determined in a meeting this Friday. Contact myself at 221-6605 or Tom Reif in Transportation Planning 416-2040. N..4 9/12/2: Research by the city staff has shown that the this particular lot has already dedicated 50' of ROW in 1978 with the McClelland Special Improvement District. The additional 28' of ROW required to improve McClelland to a minor arterial will be purchased by the city at a later date. However, the project will need to continue to keep those future improvements in mind when designing the site as they have been. Just a few things that need to be coordinated on the plan sets, however. The plat is currently showing the 50' ROW but the utility plans are showing only 40'. The Site/Landscape plans call out 50' but do not scale out as 50'. All plan sets will need to be coordinated to show the correct ROW, as well as the existing RR and Ditch Co. ROW and/or easements. The project will still be required to dedicate a 15' utility easement from the back of walk. The project would need to submit a variance request to install attached 8' sidewalks to match the existing attached walks and Engineering would be favorable to granting that request. A Public Access Easement would need to be dedicated on the plat and shown on the plans sets for the area that the sidewalk extends past the existing ROW. This project must also provide the temporary construction easement to do the off -site work on the storm line. Please don't hesitate to call if you have any questions. 12/18/02: The variance request was returned by fax for more information on 12/10/02. Please resubmit the variance request in accordance with 1.9.4 of LCUASS. W e veri-frct +k,& v �•�s�ec Topic: Plat A),h3/20/2: Clearly define all existing and proposed easements and ROW. Aj•49/12/2: Show and dimension the exisiting RR and Ditch ROW and/or easement. Show all off site drainage and utility easements to the north and provide the reception numbers. Provide a Public Access Easement for the area that the attached sidewalk extends over the existing ROW. Need to coordinate the various plan sets to present the same information. 12/18/02: Change "Pedestrian Easement" to "Public Access Easement" as requested above. tv a ck aw 1r e J t o r'Pw 6/rf." 118 From Technical Services: What are the dashed lines in the vicinity map? The. Ncw H erc.•. Cows / 0. 1 toe' z- Ge. Ne•Z Caw�l. Topic: Site/Landscape 43 3/20/2: See redlines for spelling error in the crosswalk label and correction to the Property Description, Attorney's Certificate and the Planning & Zoning Approval certificate. See attached. 9/12/2: Repeat 114 The Project ID Sign can not be located within the 15' utility easement. 115 Show the temporary construction easement for the newly proposed r1etaining1wall on the north side of the property. We- h.eole. 4. +Lc YCideiai..sW19/. 116 Change the "Pedestrian" Access Easement to "Public" Access ease �rler�t. Topic: Utility 30 ,o.,5 3/20/2: All offsite improvements require an easement. All offsite grading requires a temporary construction easement. Page 2 6ZSTAFF PROJECT REVIEW Citvot Fort Collins JIM SELL DESIGN, INC. Date: 01/08/2003 C/O BRAD SAUCERMAN 153 WEST MOUNTAIN AVE FORT COLLINS, CO 80524 Staff has reviewed your submittal for ED CARROLL MOTORS LOT EXPANSION PDP, and we offer the following comments: ISSUES: Department: Current Planning Issue Contact: Troy Jones Topic: General 105 1/8/03 Three light poles need to be moved away from trees. See the redlined landscape plan from Current Planning. 9/25/02 Several of the proposed light poles are shown between 10 and 12 feet away from proposed trees required within landscape islands. This sets up a potential problem for the trees in the future in that when they mature, they will block the light from the pole, and Ed Carrol Motors will be put in a situation where they will have to choose between the tree or the functionallity of the light. Although cutting down the tree in the future to avoid this conflict would not be allowed by the city, and would put the site in a zoning violation, it would be difficult for the city to enforce. The tree/light pole configuration needs to be slightly modified in such a way as to distance the light poles from the trees so that this problem doesn't arise. Although we applaud the use of as many trees as possible, it may be appropriate, when a pole and tree share a landscape island, to reduce the number of trees on that landscape island to one. If the tree is on the far eastern side of the island and the light pole on the far west, or vice -versa, the problem may be solved. Section 3.2.1(E)(5)(c) of the land use code only requires one tree per landscape island. 110 1/7/03 The submittal is still missing clarification on which fixtures the light shields are being used. This needs to be clarified. 9/25/02 This submittal didn't include specifications for the lighting fixtures. This needs to be submitted so that it is clear what fixtures the approval is for, and so that any inspection of the site after construction can check to see whether the approval has been satisfied. Include specification sheets of the proposed fixtures, and elevations of the proposed poles, and clarify where and on which fixtures the light shields are being used. 123 Although there are several outstanding issues (based on this comment letter), the project has been scheduled for a type 1 hearing. All outstanding issues must be resolved prior to recording of the final compliance approval. The hearing is set for 4:30 P.M. on Thursday January 23, 2003 at 281 North College Avenue, Fort Collins in conference room A. This hearing date is conditioned upon off -site easements being obtained prior to the hearing. If the easements are not obtained prior to the hearing will have to be rescheduled. Susan Joy can clarify which easments are needed. Topic: Site/Landscape 72 1/7/03 Take out reference on the drawing to the existing curb cut from the site and landscape plans. 3/25/02 There are too many confusing lines on the drawing along McClelland. It is very hard to make out where the sidewalk is. If the existing curb cut is to be removed, don't show any reference to it on the proposed plans. Adjust the line weights so the drawing is less confusing. Why are there so many lines crossing the new proposed curb cut? What do they mean? Pa,-e t uoV� 4.4 114, l.LI) 1'1 WJ_L1tVJ It-,]Ull./Ull Architectural Options Architectural colors* Degree Arms uwder finish. Add as suffix to catalog number. KL Series available DA12P Degree Mounting Arm. Maximum DAI2P/W in DUB, DNA, DBL and DWH only, 30' uptih in 5' increments. Use for Standard Colon Classic Colors 008 Dark bronze (standard) DMS Medium bronze KSF. Single or Twin 180' configurations for KVS. , DWH While DNA Natural aluminum DAIZWB Degree Arm (or Wall. Maximum 30'upti)l 5'Incremems. Use for lr DBL Black DSS Sandstone KSF. Single or Twin 180' DCC Charcoal pray DAO12P configurations for KVS. DAD12P/W Degree Mounting Arm. Maximum DTG Tennis green 30' uptilt in 5' increments. Use for DBR Bright red KAR. DSBSteel blue DAD1ZWB Degree Arm for Wood Palo or Wall. Maximum 30' uptilt in 5' 0 ' Addllional archlteaurd colon svaltable: please sse pain brochure. s-nnz increments. Use for KAR. Fixture Finishes ---Ito,• ADS Anodize Dark Bronze. Architectural Class 1. Round housings Tenon Slipfitter for KK Series only for KAR2, KKR, KOR and certain B' KB bollards. Add as suffix to catalog number. Use with KKR or KKS. Shipped separately. Order as separate CR Corrosion-ResistantFintsh. Clear polyester coating foraddi- catalog number, T tional protection against soma corrosive atmospheres. Con- sult factory for corrosive compatibility. Not available on KL KKR T2O 73la' 1197an1 Tenon Slipfitter for Z' pipe tenon 23'e' O.D. NS Natural Brushed Finish, For SS option only. KKR T25 Tenon Slipfitter for 2tfz' pipe tenon 2'/e' 0.0. KKS T2O Tenon Slipfiner for 2' pipe tenon 234 O.D. Tenon Slipfitters for Arm-Moumed Luminaires Use with KSF, KVS, KAR, KSE Series. When ordered, fixture must include round pole ; Slipfinar arm IRP or RPO suffix) or pole degree aiming arm (DA12P or DA012P). / ItM Am To order, locate catalog number from chart below based on tenon size and mounting configuration. Example: For 3 fixtures at 1200, using a 2'/a'tenon, catalog number is �. T25-320. Shipped separately. Order as separate catalog number. Tenon I fixture 2 fixtures 2 fixtures 3 fixtures 3 fixtures 4 fixtures �• at 18Oe at 900 at 120' at 190' at 90e T20-190 T2O-280 T20-290' T.20-32D' T2O.390' T21l-49o' �t eel rcrew• 27/0' TZ5-190 T25-2H0 T25-29O' T25-32O T25-390' T25-49O' 4' T35-190 T35-28O T35.29a' M32O T35.390' T3549O' -- Tenon • RPD09 must be used with KSF. KVS. KT, or KSE. Inor pmvidedl Standard Mounting Arms: �} SPI2PIW SPO4/OSA2 Square Pole Mounting Arm for 4', 9', 12'. Use with KVS, KSF, KT, KSE. Use 9' when mounting 2luminaires at 90° SP0O AS Square Pale Mounting Arm for 4', 9. Use with KAR. Use 9' when mounting 2 luminaires at Tr RPO M/12 Round Pole Mounting Arm for 4% 9". 12'. Use with KVS, KSF, KT, KSE. Use 9-when mounting 2luminaires at9O' RPDti41D9 Round Pole Mounting Arm for 4', T. Use with KAR. Use 5 when mounting 2 luminaires at 90e Wood Pole or Wall Mounting Arm: W812P/W tiPe: WWO9112 Woad Pole or Wall For conduit stub 9' or 12'. Use with KVS, KSF, KSE. a 71/4' WWD0419 Wood Pole or Wall for conduit stub — 4' or 9'. Use with KAR. Use 9' \Sin• when mounting 2luminaires at 90' WB09/1Z Wall Mount for J-box — 4', 9' or 12'. Use with KVS, KSF, KT, KSE �l WHO" Well Mount for J-box— 4' or 9'. Use with KAR. Mounting boleWHO"r by others. W' Minimum fastener size Is tR' a -,� VI diemetm. o i I Additional Options KMA Mast Arm mounting for area lighting. 6' mini- KfelA mum arm length. Use for 2'h' O.D. pipe for KVS, KSF, KSE. MB KTMD MB Mounting Brackot. Use for KSF1/KSE1 only, a o11 l 35-3/4' �{ RPF Round Pole Fitter. For KGR Series only. SPF Square Pole Fitter. For KOS Series only. KTMB Twin 1lfotit) tingBar squaremountingarms.Usn ° ° ° O ' O - 01 for area lighting with KSF, KSE, All, KVS.- A�'• Shipped separately. Mounts on T20 21 O.D. Tenon, 0 13 248 LIT140NIA LIGHTING uu: 14.,iJu i1.00 'UJUJ 404 1141 GhL N1 GULLINS `16J.,.,.ii Metal Preparation All exterior surfaces are cleaned with an alkaline rinse to remove dirt, oil or surface contaminants. Exterior metal surfaces are then blasted with a combination of shot and grit, to remove all mill scale, oxides, or any foreign matter. Excess shot and by-products from the blasting operation are blown off with dry, compressed air. Blasting in accordance with the above requirements provides a 1.5 mil profile anchor pattern for a maximum fusion bond to the substrate. This surface satisfies the "near white" specification as published by the Steel Structures Painting Council Standards SSPC-SP10. Chemical Pretreatment All blasted metal surfaces are chemically pretreated with an iron phosphate conversion coating applied at high pressure at 1100 to 120° F. The pretreated surface immediately receives an ambient fresh water rinse containing special surfactants and sealers. The phosphated exterior metal surface is force dried by convection heat at approximately 200° F., forming a dry tight micro -crystalline coating not less than 50 mgJ Sq. ft. of iron phosphate on the surface. Powder Coating K-Klad is a special powder coating formulated from a unique combination of polyester resins designed to exhibit superior outdoor weatherability, durability and gloss retention. K-Klad is applied with state-of-the-art electrostatic powder coating equipment to a uniform 8 mil finish. Charged powder particles adhere to the surface of the lighting standard to form a high molecular weight, fusion bonded finish. Precisely con- trolled bake times and temperatures ensure complete bonding and dispersion of pigments and resins. K-JAWW ® Internal Coating The internal base -end of the pole is blasted, cleaned and powder coated for a minimum of 12 inches from the baseplate. The entire internal surfaces including the powder coated area at the base -end are coated with K-Seal, a thermoplastic hydrocarbon resin system specially formulated for application over untreated steel surfaces. K-Seal is to be applied in a manner to ensure complete, uniform ID coverage to a thickness of 3 mils. The internal coating shall contain special corrosion inhibitors and is capable of passing 1000 hours of salt spray exposure (ASTM B-117). K-ILiF�L/a Over Hot Dip Galvanizing In areas where superior performance is required, K-Klad powder coating applied over hot dip galvanized steel provides an additional surface barrier, encap- sulating the cathodic protective zinc surface. Hot Dip Galvanizing All exterior and interior metal surfaces are hot dip galvanized in accordance with ASTM A-123. During the hot dip galvanizing process the molten zinc reacts with the steel surface forming a barrier that becomes an extension of the steel surface. _ Metal Preparation All exterior galvanized surfaces are washed under heat and pressure with an alkaline rinse to remove any excess oxides or contaminants. Tile exterior surfaces are then centrifugally brush blasted with a combination of shot and grit to remove excess oxides and foreign matter providing an anchor pattern profile without disruption to the galvanized surface. Chemical Pretreatment All blasted metal surfaces are chemically pretreated with an iron phosphate conversion coating applied at high pressure at 1100 to 120' F. The pretreated surface immediately receives an ambient fresh water rinse containing special surfactants and sealers- The phosphated exterior metal surface is force dried by convection heat at approximately 200° F., forming a dry tight micro -crystalline coating not less than 50 mg./ sq. ft. of iron phosphate on the surface. Powder Coating Charged powder particles are applied to the surface of the lighting standard to form a high molecular weight, fusion bonded K-Klad finish. Exact bake times and temperatures ensure complete bonding and dispersion of pigments and resins. This process assures superior weatherability, durability and gloss retention. ifal—WI—a Internal Coating The internal galvanized section is coated with K-Seal, a corrosion inhibitor, to form a protective internal barrier. The cathodic protection of the hot dip galvanized surface, encapsulated by the K-Seal internal coat, provides superior corrosion resistance. jff- Fused Powder Coating Performance Specifications (based on phosphate coated panels) GLOSS: ASTM D-523 - Go deg 50% to 60% gloss PENCIL HARDNESS: ASTM D-3363 -2H minimum IMPACT RESISTANCE: ASTM D-2794 - 1 GO inch lbs. forwardlreverse FLEXISJUTY.• ASTM D-522 - 180 deg bend over 1/4' mandrel ADHESION: ASTM 0.3359E - no liking of coating SALT SPRAY RESISTANCE: ASTM B-117 - 1000 hrs. in 5% solution at 95'F and 95% relative humidity produces no blistering and less than 1/16" undercutting from scribe HUMIDITY RESISTANCE: ASTM D-2247 - 100% relative humidity at 100'F for 1000 hours - no effect WEATHERABILITY.• ASTM D-822 - 1 year south Florida exposure at 45' angle 91 % of gloss retention VJ. y'��..� y1 Jv V�./VJ 4VY 1141 LL.L 1'i I.0 LL L1V.i 4J U u U U11 Finishes (F) STANDARD BRZ BRONZE WHT WHIT SLK BLACK P PRIMED GRY GRAY G GALVANIZED GRN GREEN H"���`�• iY %id%11L/® OVER GALVANIZING K813 BRONZE K891 GREEN K821 BLACK K881 WHITE K841 GRAY KZ13 BRONZE KZ91 GREEN KZI1 BLACK KZ81 WHITE KZ41 GRAY Mounting Designations (*) ��' DRILL MOUNT .AA TENON MOUNT DM10 DRILLED FOR 1 LUMINAIRE 2 2-318" x 4" TENON ---,%bDM2180 DRILLED FOR 2 LUMINAIRES ® 180 p 3 2.7/8" x 4" TENON DM2090 DRILLED FOR 2 LUMINAIRES ® 90 3.5 3.1/2" x 6" TENON DM3090 DRILLED FOR 3 LUMINAIRES ® 90 p 4 4" x 6" TENON III DM4090 DRILLED FOR 4 LUMINAIRES @ 90 Options There are no limits to the number of options that can be ordered. Please indicate these selections under the options column in the catalog number. Example: CPL - WPR2 - BC. CPL THREADED COUPLING'' NPL THREADED NIPPLE* X-HH EXTRA HANDHOLE' "Please advise sire and location WPR2 WEATHERPROOF DUPLEX RECEPTACLE"* 'Located same side as handhole 24- above base unless otherwise specified BC BASE COVEib rteceptacle Base Cover Packaging fdm I,rldustilPs, Inc. coating process system Immediately after coating, the lighting standard including the an`6'string ent•quaIIty,control procedures, baseplate shall be wrapped In heavy corrugated wrapping specially �-d 'Id©';our �ustome� Yherflnest`.qua �lty. designed and sized to achieve maximOm protection in transit. ?110tlngstan,dards inthe industry.: ' SSP3-4.0-11-(F)-(•1 3.0 4.0 x 10 11 3 x 5 75 x 17 13 8.00 - - - 43 SSPIO-4.0-11-ff1-(•) tun 4-0 x 10.0 11 3 x 5 .75 x 17 x 3 8.00 42.1 335 27.1 87 • ';° SSP12-4J1-11-(FH*l 12.0 4.9x 12.0 II :1x5 .75x 17 x3 8.110 33.7 26.7 21.4 l0D ..:,1 t'•'` SSP14-4.0-I I-IFH-1 14.0 4.0 x 14.11 11 3 x 5 .75 Is 17 x 3 8,00 27.4 21.5 17.1 113 •�tx SSPIS-4.0-I1-IFf-I.1 15.0 d.Ox ISM 11 3x5 .75z17 z3 8.00 20.7 161 12.6 119 rL(•�•..I SSPIS-4.0-7-IFI-(•I I6.0 AM 15.0 7 3.5 .75x 30 x3 8.00 30.9 24.4 19.6 172 SSP16-4.0-11-IFI-1.1 16.0 4.11 Is 16.0 ] I 3 x 5 .75 x 17 x 3 8.00 18.7 14.4 11.2 125 8.7 138 " ''{b"•• SSPI8-4.0-11-IFI-01 IH.0 4.0118.0 lI 3 x 5 .75x17x3 tl.00 15.2 11.5 -"h '}`, '•: SSP20-4.0-11-IFI-161 20.11 4.0x 20.0 II 3x5 .75%170 8.00 123 9.0 6.5 151 �•'•: i W%s:.•. $SPZU-4.0-7-IFh1'1 20.0 4.0s30.0 7 3a5 .75x30x3 B.UU 19.6 15.0 1115 219 i 'ICI: •f L ,W _�•- SSP20-5.0-11-IFI-1.1 20.0 5.1) 120.0 11 315 1.00 x36 x4 1JAU 222 16.8 12.6 235 • SSP10-5.0- 7-IFIA.1 20.0 5.11S 30.0 7 3 x 5 1.00 x 36 x 4 11.00 35.4 27.5 01.5 313 SSP22-5.0-1 I-IFI-(') 22.0 .5.11z 22.11 11 3.5 I.00x 36x4 11.00 I11.5 13.6 9.8 252 SSP22-5.U- 7-tFl-I.1 1. 22.0 5.0 x 32.0 1 J x 5 1.00 x 36 x 4 11.00 30.2 23.2 17.8 337 17 SSP24-5.0-11-IFI-1'1 34.0 5Ax 24!1 11 315 1,00x36 z4 11.00 15.2 1D.8 7.4 Mm SSP24-531-7-IFI-1.1 24.0 5.1)xM 7 3x5 1.00 x36x4 1100 25.8 19.4 14.6 Jfil r SSP25-4.0-11-IFI-1.1 25.0 Us x 250 11 3 x 5 .75 x 17 x 3 8.00 6.9 4.3 2.3 182 e' u 55P25-4,11- 7-IFI-I' I 25.0 4.0 x 25.0 7 3 x 5 .75 x 30 x 3 9.00 12.2 8.7 6.0 266 ' SSP25-5.0-11-IFI-I.1 25AI 5.11x21.11 11 3x5 I.DO x36x4 11.00 •13.8 9.5 63 2711 SSP25-5.0-7-1F1-1•1 250 5.0x25.0 7 3x5 1.00x36 x4 11.00 23.8 17.7 13-1 3-13 `• S5116-5.0-11-1 Fhl•1 26.0 5(1x MAI II 3x5 1.00x36x4 11.00 12.4 8.3 5.2 284 •� SSP26-5.0- 7-IFI-141 2b.0 501'26.11 7. 3 x 5 1.00 x 3fi x 4 )100 21.9 16.1 11.8 384 SSP28-5.0-1 I-IFI-1 `I 28.0 5JI x 28.0 11 3 x 5 100 x 36 x 4 I ]'DO 9A 6.1 3.2 300 f SSI'28-5.11- 1-1F1-NI •x. 28.0 S.0 x 28.11 i 3 x 5 100 x 36 x 4 11.00 16.4 132 9.2 408 SSP30-4.0-1-IFI-1.1 30.0 4.IIs31U1 i 3 x 5 .750013 11.01) 6.9 4.0 1.0 312 N yn�l �? I SSP30-SA-11-IFI-I'I 30.0 i.11X30.11 11 3x5 1.00x36x4 11.00 6-5 3.5 1.1 315 .,y SSF30-5.0. 7-IFI-1'l 30.0 5.0 x 311.11 7 3 x 5 1.00 x 36 x 4 1100 13.4 9.1 5.9 432 SSP3D-6.0-7-IFH'1 30.0 6.11 x:111.11 7 30 LUUx36x4 11.50 27.5 19.9 14.1 512 .�y SSP30-8.11-3-I1'I-I`I 30.0 fill x 31111 J 30 5 1.00 x 36 It 4 12.00 343 25.3 1A.5 645 'ir, • SSP35-5.11- i-IFI-1.1 `•;'�F.i :15.0 S.O x SS.n 7 3 x 5 1.00 x 36 x 4 11.0U 7.2 3.7 1.0 49! �:' SSP35-6.11- 7-IFI-I'1 35.0 fi0 z 35.0 7 315 1.00 x 36 x 4 11.50 15.0 9.5 5.3 SM SSP35-6A-3-IF)-,'I 35.0 6.0 x:15.0 3 3x5 IN x36x4 12.00 19.7 13.2 82 739 ?ST'•` SSI'39-6.11- 7-11'I-1.1 39.0 fill x:49.11 T 7 x 5 1.00 x 36 x 4 11.50 9.2 4.3 0.6 642 •.�} ''- SSP39-tin-:1-IFI-1.1 39.0 fi.11 x390 3 3x5 1.00 x36x4 1200 13.0 7.4 3.1 614 •. s W -See Finish Chart. (•3 -See Mounling Designations Chart. Square Non -Tapered Steel Poles Pole Shaft The pole shaft is one piece construction, being fabricated from a weldable grade carbon steel structural tubing which has a uniform wall thickness of 11 gauge (0.1196"), 7 gauge (0.1793"), or 3 gauge (0.2391"). The pole shaft material shall conform to ASTM A-500 Grade C with a minimum yield strength of 50,000 psi. The pole shaft has a full length longitudinal resistance weld and is uniformly square in cross-section with flat sides, small comer radii and excellent torsional properties. Baseplate The anchor base is fabricated from a structural quality hot rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi. The anchor base telescopes the pole shaft and is circumferentially welded top and bottom. All welds are performed in accordance with the American Welding Society specification AWS D1.1, latest edition. Anchor Bolts Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds a minimum yield strength of 55,000 psi. Four properly sized anchor bolts, each furnished with two regular hex nuts and washers, are furnished and shipped with all poles unless otherwise specified. Anchor bolts shall have the threaded end galvanized a minimum of 8 inches in accordance with ASTM A-153. Fully galvanized anchor bolts are available upon request. Handhole An oval reinforced gasketed handhole, having a nominal 3" x 5" inside opening, located at 1'-6" above the base, is standard on all poles unless otherwise specified. The grounding lug is welded inside the handhole ring. Standard Finishes A polyester thermosetting powder coating electrostatically applied to the surface of the substrate to a minimum of 3 mil is standard on all color finishes. Prime finish is also available. Hot dip galvanized finish tc a ASTM A-123 specification is also available. For optional finishes, see K-Klad Coating System. HOW TO ORDER When ordering KW lighting standards, mounting adaptors and accessories, be sure to specify the complete catalog number. Our catalog numbers reflect the precise specifications of the item ordered to ensure our customers will receive the product which meets their exact requirements. The following explanation of the catalog numbers will be helpful in placing orders: CATALOG LOGIC ORDERING EXAMPLE BASE SERIES DIAMETER FINISH OPTIONS NOMiNAI MOUNTING HEIGHT GAUGE DESIGNATION SSP 30 - 5.0 - 11 - BRZ - DM10 - BC im AN Ngwvo I Square Non- Ta�ered Steel Poles Getting your brightest ideas off the wound Name Date Page 2 Please contact our office, should you have any questions regarding this resubmittal. Sincerely, Jim Sell Design, Inc. James Ivy Landscape Architect I cc: File 4 EMROIECf FI MANUV.IS OOCSUt-SU MM28.03DOC March 28, 2003 Mr. Troy Jones City of Fort Collins Planning Department 281 North College Ave. Fort Collins, Colorado 80525 RE: Project No.: Ed Carroll Motors Dear Troy: The attached prints of Ed Carroll Motors -Lot Expansion II, Project Development Plan, Site and Landscape Plan, reflect revisions made in accordance with the comments in your letter of January 08, 2003. Our specific response to each comment is noted below, using numbering shown on your letter. Please refer to Stewart Engineers & Assoc. responses for specific engineering comments. Planning Comments General 105. The tree locations have been modified to accommodate light locations. 110. Individual light locations with shields have been indicated on the plan. Lighting specifications for the fixtures have been included with this letter (see attached). SitelLandscape 72. References to the existing curb cut have been removed from the site and landscape plans Enjzineerinjz SitelLandscape 114. The Project ID Sign has been relocated out of the 15' utility easement 115. A temporary construction easement has been added for the newly proposed retaining wall on the north side of the property. E:\PROJECT FILES\LAND\2151\DOCS\RESUBMIT3.28.03.DOC