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HomeMy WebLinkAboutStaff Comments1101 Avenue, P.O. Boa 9960 C�F�.,,,,as e Station, Texas 77842 Pho e 979.764.3570 / Fax 979.764.3496 CITY OF COLLEGE STATION ✓ MEMORANDUM September 22, 2008 TO: Mark Delgado, DCB Construction Company via fax 303.287.5985 'n FROM: Matt Robinson, Staff Planner �)� � II_1�I SUBJECT: ADT SELF STORAGE (SP) - Site Plan Staff reviewed the above-mentioned site plan as requested. The following page is a list of staff review comments detailing items that need to be addressed. The next submittal will be the third and final review by staff for this round of reviews. If all items have not been addressed on the next submittal, another $200 processing fee will need to be submitted for the subsequent set of three (3) reviews. Please address the comments and submit the following information for further staff review: Four (4) revised site plans One (1) revised landscaping plan If there are comments that you are not addressing with the revised site plan, please attach a letter explaining the details. If you have any questions or need additional information, please call me at 764-3570. 1 -- Attachments: Staff review comments cc: Stephen Ross, Cutting Edge Self Storage via fax 801.273.163 Chris Harris, Kimley-Horn and Associates, Inc. via fax 846.8450 Case file #08-00500180 -slauuego lepiozadeal ao1 paiinbai sl L:t710 adols apis wnwiuiw y — laodaa abeuleao 'LZ .algel „uoijewaojuI linpuoo oilneap/(H„ aql ui pasn seen gL-0 10 luaioillaoo ssaugbnoi e Aqm lliaelo aseald — laodaa a6euleaQ '9Z ,linpuoo aql to apis weailsunnop aql uo �(lioolan ubisap aql uo paseq aq pinogs luawleaal eoepns aq1 -Aennaniap ay} gleauaq slinpuoo oMl agl pue puod uoilualap agl woal @did a6aegosip pasodoad agl ao1 uoilewaolui 6uizis apinoad aseald — poda8 eBeule.1Q 'gZ Z-� pue L-�l slinpuoo 10 sauilMoll pue 'gl6uai 'uoileool agl 6uinnogs 6u1Meap a apinoad aseald — Podad eBeuleao 'tZ algel «uoilewiolul a6euleaa„ aql ul golew lou scop abeaaoe uiseq-qns ielol pasodoad pue builsixe aql AqM AJ!Jeio aseald — podgy ebeuieap '£Z snnoll luawdolanap-aid uegl ssal aae snnoll luawdolanap-lsod aaglagM aealoun sl li uoilewaolui u9n16 aql uo paseq 'AIIeuoilippd *Lo -o laagS uo unnogs asogl golew lou op laodaa aql ui palsil seaae 96euieap pasodoad aql -liodai aql ui dew ease 96euieap a apnloui aseald — podgy a,6euleao 'ZZ 'Mo1laano auols uegl aaglea paiinbei aae saleq AeH — d d-0 leegS ' LZ -apo0 aaij leuoileuaalul agllo L-90LO pue L'gOLB elgel aad 96elool aaenbs pue adAl buipirng apinoad aseald — podgy molj e lj 'OZ -s6uissoao gloq ao1 aaoq a 10 asn aql Alloads aseald aliload ul — 0k-0 laauS '6 L 'aliloid aql of 6uipuodsaaaoo 6uiuoilels glint Main ueld apnloui of 6uiMeap asinaa aseald -au1paleM oiignd aql aol palliwgns aq s6uiMeap eliload pue ueld legl saainbai lenuelN auilapinO ubisao pa!1!un SO/8 aql — 0t-0 !gads '9 L 'amen aleO „g a uegl aaglea amen uoilelosl ue aneg pinogs 91,'£0 +Z 'elS — 60-0 leegS 'L L '991,,g x „g ue aneq pinogs 99'99 + L 'e1S — 60-0 4eegS '9 L -lauuego iepiozedeil pasodoad aql ao1 lielap e apinoid aseald 'sueid agl uo unnogs aq lsnw laodai obeuieap agl ui pazAleue linpuoo oilneipAq a(4l 'g L *ueld buipea6 aql uo AeMllids Aoua6aawa anoA 10 uoilenala pue uoileool agl aleoipui aseald -K -walsAs agl uo peol leuoilippe agl ao1 lun000e pinogs laodai u6isap aaleM aq} 'os 11 �loafoad 91-11 10 Z asegd glint paledioilue uoisualxe auipaleM aaglinl Aue sl '£ L weld alis agl uo spuewap aaleM apinoad aseald "Z L -auil Aliadoid aql piennol luawu6iie luawasea pue uiew aaleM aql lsnfpe of a1q!ssod aq li pinoM 'auil Aliadoid uaalsea aq1 buoly - L L -algissod se auil MO2j pasodoad aql of asolo se puaq 99a6ap 9 -ZZ pue sialaw pasodoad aql lab of se `view aaleM pasodoad aql lsnfpe aseald '01, (ssau�{oigl „gl£ pue aalaweip „g I, -ai) sseurigl pue aalaweip adid luawaseoue aql Apoads aseald '6 ,sgt, algnop glint spuaq aaa6ap 06 pasodoad eoeldaa aseald '9 -piepuels wnwiuiw laaw peagaawweq pue sauel axil aql ao1 sasnipea lie legl A1u9n aseald 'L -sbuipeol aelnoigan of loafgns seaae lie ui paainbai si sauipaleM agl�ol 11poeq leanlonils legl alou a ppe aseald '9 '(peol 'qI 000'09 laoddns of aige aq lsnw) piepuels aag6iq e a„� of llinq aq }snw sauelaiil Ile legl alou aseald 'g .lug a6palMou)�{oy 10 aalla-1 agl ui aagp slielap anon( Moq Apoods aseald 'pasn lou aae s7-sluaw aepuels Al!0 11 'slielap piepuels Apo asn aseald '7 -aaauibue ue �(q paleas pue pau6nalsealui o11gnd iol alewilse lsoo e apinoad aseald '£ -luawa6painnou�{oy 10 aallaq 9pinoid aseald 'Z woo lie of asuodsaa ualliaM apinoad aseald ' L 6 'ON S1N3WW03 JNIb33NIJN3 80/86/8 :aIeo uosuigod I}eW :Aq pannaina�j ques uaaq aneLl s;uaWWoo BuiaaaulBue Il;un j!wgnsaa jou op aseald 'Bulua034}401 IMS We s4uauaua03 BulaaauiBu3 -66 nnalnaa nnau Alalaidwoo a ajnjijsuoo llp;o aaeMe jo apew aq IOU seg Atio aqj 1egj sueld asagl uo sabueuo leuoilippe Auy -sueld anon( uo ,pelggnq,, pue aapal lel}Iuasueal Ixau anon( ui pauleldxe aq }snw 'uoijejs 9691ioo jo AtiQ ay} Aq palsenbaa uaaq IOU aney teuj 'sueld aqj 01 apew s96ueuo Aue }eqt alou aseald -86 eoueaeadde paipun e ule}ulew of aleos pue aanjoajIgoae 6uipllnq aqj ujiM pajeulpa000 aq ilegs 6uluaaaos gong -apea6 anoge }aa; 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Sheet C-09 —Please adjust the me er boxes so they are within the revised PUE. 15. Sheet C-09 — The steel waterlin encasement pipe is required to have a 16 -in minimum diameter for an 8 -inch waterline. Please revise on profiles as well. 16. Sheet C-10 — Please verify at the minimum 4 -ft cover is provided at approximate Sta. 0+79. 17. Sheet C-11 — The 20 -ft break allowing runoff to sheet flow into the detention pond and emergency spillway are posed to be partially blocked by landscaping. This conflicts with the proposed erosion control mat shown in your Erosion Control Plan. Please revise. 18. Drainage Report — Is the detention pond area factored into the "DA -1" analysis in the "Drainage Information" table? 19. Drainage Report — In the "Hydrology Results" tables, please clarify how the JA1 maximum flowrate is obtained. 20. Drainage Report — Please use Appendix C — Table C-10 of the Unified Stormwater Design Guidelines to obtain the correct roughness coefficient for use in the "Existing Rock Prairie Road Borrow Ditch Information" table. 21. FYI ... You can provide only the City standard details that apply to your project and combine them on one or two sheets. Reviewed by: Erika Bridges Date: 9/24/08 ELECTRICAL COMMENTS REQUIRING IMMEDIATE ATTENTION 1. Developer provides temporary blanket easement for construction purposes or provides descriptive easements for electric infrastructure as designed by CSU for electric lines. 2. Developer may be responsible for locating easements on site to insure that electrical infrastructure is installed within easement boundaries. GENERAL ELECTRICAL COMMENTS 1. Developer installs conduit per CSU specs and design. 2. CSU will provide drawings for electrical installation. 3. Developer provides 30' of rigid or IMC conduit for riser poles. CSU installs riser. 4. Developer will intercept existing conduit at designated transformers or other existing devices and extend as required. 5. If conduit does not exist at designated transformer or other existing devices, developer will furnish and install conduit as shown on CSU electrical layout. 6. Developer pours electric device pads or footings (i.e. transformers, pull boxes etc) per CSU specs and design. 7. Developer installs pull boxes per CSU specs and design (pull boxes provided by CSU). 8. Developer provides digital AutoCAD 2000 or later version of plat and/or site plan. Email to: sweido@cstx.gov. 9. Developer provides load data to CSU as soon as it is available to avoid construction delays. Delivery time for transformers not in stock is approximately 40 weeks. 10. Final site plan must show all proposed electrical facilities necessary to provide electrical service, i.e. transformer(s), pull box(es), switchgear(s), meter location and conduit routing as designed by CSU. 11. To discuss any of the above electrical comments please contact Sam Weido at 979.764.6314. 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Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 CITY OF COLLEGE ST PION MEMORANDUM October 29, 2008 TO: Mark Delgado, DCB Construction Company via fax 303.287.5985 °` FROM: Matt Robinson, Staff Planner 6b SUBJECT: ADT SELF STORAGE (SP) - Site Plan Staff reviewed the above-mentioned site plan as requested. The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information for further staff review: $200 processing fee for the next round of three (3) staff reviews Four (4) revised site plans One (1) revised landscaping plan If there are comments that you are not addressing with the revised site plan, please attach a letter explaining the details. If you have any questions or need additional information, please call me at 979.764.3570. Attachments: Staff review comments cc: Stephen Ross, Cutting Edge Self Storage via fax 801.273.1634 / '�)artd Chris Harris, Kimley-Horn and Associates, Inc. via fax 846.8450 Case file #08-00500180 STAFF REVIEW COMMENTS NO. 4 Project: ADT SELF STORAGE (SP) - 08-00500180 PLANNING 1. Please include the turning radii exhibit as a sheet with the construction documents. Alternatively, the radii can be shown on the site plan without the outside radii and path being shown. 2. The landscape plan is showing trees located in the drive aisle / 15 P.U.E. on the eastern side of the property. Please revise. 3. Please revise the acreage description as shown on the landscape plan to match the site plan. 4. From speaking with the development engineer, a concrete swale will be built going through the detention pond. Please verify that the tree plantings will not interfere. 5. Staff was only able to count 100 Skyrocket Juniper's. Please revise. As an FYI, not including at least one additional Juniper will put the proposed landscape plan under the required point requirement. 6. FYI, at the northwest corner of the tract two non -canopy trees may be required to be planted to meet minimum spacing requirements as mentioned in 7.6.F.2.b 7. Please note that any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that the City has not been made aware of will constitute a completely ,/iew review. Reviewed by: Matt Robinson Date: 11/17/08 4. Developer will intercept existing conduit at designated transformers or other existing devices and extend as required. 5. If conduit does not exist at designated transformer or other existing devices, developer will furnish and install conduit as shown on CSU electrical layout. 6. Developer pours electric device pads or footings (i.e. transformers, pull boxes etc) per CSU specs and design. 7. Developer installs pull boxes per CSU specs and design (pull boxes provided by CSU). 8. Developer provides digital AutoCAD 2000 or later version of plat and/or site plan. Email to: sweido@cstx.gov. 9. Developer provides load data to CSU as soon as it is available to avoid construction delays. Delivery time for transformers not in stock is approximately 40 weeks. 10. Final site plan must show all proposed electrical facilities necessary to provide electrical service, i.e. transformer(s), pull box(es), switchgear(s), meter location and conduit routing as designed by CSU. 11. To discuss any of the above electrical comments please contact Sam Weido at 979.764.6314. Reviewed by: Sam Weido Date: 8-13-08 FIRE - 1) Will the back building have a fire sprinkler? FDC location? 2) No other comments Reviewed by: Steve Smith SANITATION 1. Sanitation is ok with this project. 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In addition to the following standard comments, if more than 5 acres will be disturbed during construction of this project a NOI must be filed with the state and a copy provided to the CoCS. Storm water management requirements are as follows, any questions may be directed to Donnie Willis, CoCS Drainage Inspector, at 979-764-6375: Stonn Water Discharges fron') Sm�dl Construction Activities The Texas Commission onVnIronmental Quality has issued a general permit for construction activities under the Texas Pion Discharge Elimination System. The general permit (TXR150000) is for construction activities disturbing at least 1 but less than 5 acres or is part of a common plan of development disturbing at least 1 but less than 5 acres. You will need to follow these steps to discharge storm water from your construction site to the City of College Station's Municipal Separate Storm Water Sewer System (MS4): 1. Read the general permit (TXR150000) to make sure it applies to your situation. 2. Adhere to the requirements of the general permit (TXR150000). 3. Prepare and implement a Storm Water Pollution Prevention Plan in accordance with Part ///of the general permit (TXR150000). 4. Sign and post a construction site notice. 5. At least 2 days before beginning construction, provide a copy of the site notice to the operator of any Municipal Separate Storm Water Sewer System (MS4) into which storm water will be discharged. A MS4s include streets, channels, gutters, ditches or anything else that is publicly owned, designed or used to collect or transport storm water. As long as you meet the conditions of this general permit, you are authorized to discharge storm water. No notice of intent (NOI), notice of termination (NOT), or fee is required under this option—as long as the requirements of this general permit are followed. This particular general permit will expire at midnight on March 5, 2008. A copy of General Permit TXR150000 can be obtained from TCEQ at: http/www. tceq. state. tx. us/assets/public/permitting/waterquality/attachments/stormwater/txr150000. pdf A copy of the construction site notice can be obtained from TCEQ at: http/www. tceq. state. tx. us/assets/public/permitting/waterquality/attachments/stormwater/txr152d2. pdf Reviewed by: Josh Norton/ Erika Bridges Date: August 25, 2008 CITY OI= COLLEGE $T M ION 1101 Texas Ave ue, P.O. Box 9960 College Statfon, Texas 77842 Phone 979.764.3,870 / Fax 979.764.3496 MEMORANDUM August 20, 2008 U TO: Mark Delgado, DCB Construction via fax 303.287.5985 FROM: Matt Robinson, Staff Planner SUBJECT: ADT SELF STORAGE (SP)- Site Plan Staff reviewed the above-mentioned site plan as requested. The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information for further staff review: Cover memo providing written responses to all of staff's comments (identify the specific page that each comment was addressed on or the reason for not addressing the comment); Four (4) revised site plans; One (1) landscaping plan; One (1) 11 x1 7 grading and erosion control plan; If there are comments that you are not addressing with the revised site plan, please attach a letter explaining the details. If you have any questions or need additional information, please contact me at 979.764.3570. Attachments: Staff review comments PC: Stephen Ross, Cutting Edge Self Storage via fax 801.273.1634 Chris Harris and Steve Witten, Kimley-Harris and Associates via fax 979.846.8450 Case file #08-00500180 CITY OF COLLEGE STATION Planning & Development Services 1101 Texas Avenue, P.O. Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 August 25, 2008 J TO: Mark Delgado, dcb Construction Company, Inc. via fax 303.287.5985 FROM: Erika Bridges, Graduate Civil Engineer 6� gj3 1 SUBJECT: Engineering Document Comments for ADT Self Storage Staff reviewed the above-mentioned engineering documents as requested. The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information for further staff review and approval of the plans: One (1) sets of revised construction documents. If you have any questions or need additional information, please call Erika Bridges at 979.764.3570. Attachments: Staff review comments PC: Stephen Ross, Cutting Edge Self Storage via fax 801.273.1634 " Chris Harris, Kimley-Horn and Associate, Inc. via fax 846.8450 Case File No. 08-00500180 STAFF REVIEW COMMENTS NO. 3 Project: ADT SELF STORAGE (SP) - 08-00500180 LANDSCAPING 1. Please correct note #5. 2. The dumpster pad will need to be revised. A single 300 -gallon container can use a 10'x10' enclosure, but will need to be operated from the side. Another option would be to increase the dumpster enclosure to 12'x12' to allow for a single (one eight -yard) dumpster to be used which would allow for the existing driveway approach. Please contact Wally Urrutia at 979.764.3841 if you have any questions. Reviewed by: Matt Robinson Date: 10/28/08 LANDSCAPING 3. All easements are not being shown on the landscape plan. In addition the proposed 20' PUE as shown measures 25'. 4. Please show the tree survey / existing vegetation for the buffer areas as shown in the previous submittal. 5. As per the Development Engineer, all trees located within a PUE will need to be moved. Shrubs are allowed to stay within the PUE's. The trees located along Rock Prairie Road will need to be moved to the detention pond to be able to meet streetscape requirements. In addition there are approximately 4 trees at the rear of the property that are within a PUE. Note #16 actually states that the trees shall be planted at least 4 feet outside any utility easement. 6. Please provide a general note stating that any portion of the existing vegetation buffer not meeting sufficient density to provide 100 percent opacity to a height of six feet will be require the installation of a solid plant or hedge wall that is greater than six feet in height with approximately 100 percent opacity. As an FYI, all shrubs planted for a hedge wall must be a minimum of 15 gallons each and the solid plant or hedge wall must be evergreen. 7. The crepe myrtles are listed as a non -canopy tree which earn 40 points per tree. Please revise the point value, total points for crepe myrtles and total points claimed. 8. Please note that any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that the City has not been made aware of will constitute a completely new review. Reviewed by: Matt Robinson Date: 10/28/08 ENGINEERING 9. Please note that engineering comments are still forthcoming.