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HomeMy WebLinkAbout45 Development Permit 332 Assisted Living Conceptst1S McCLURE ENGINEERING , INC. November 15, 1995 City of College Station P.O.Box 9960 College Station , Texas 77842 Attn: Mrs. Veronica Morgan, P. E. Assistant City Engineer RE: College Station Assisted Living Facility (Edelweiss Estates, Phase 3-A) Drainage Drainage Report for Edelweiss Estates (Jan., 1995, Revised-April, 1995) Dear Veronica: In keeping with the requirements of the Drainage Ordinance, this letter covers the specifics of the drainage design of the subdivision called Edelweiss Estates Phase 3-A. Although the area is platted in this phase, the overall drainage scheme is covered in detail in the above referenced Drainage Report for Edelweiss Estates, January 1995, Revised April, 1995. The project is located on the east side of Victoria A venue north of Graham Road. The referenced drainage report addresses the general location and description, primary drainage basin , and existing secondary drainage basin description for the watershed. Per the Drainage Report, the area is included in Drainage Area Number 7 (See Exhibits D-2 through D-4). The Drainage Report was cdmpleted before we knew the specifics of the development of this tract. The characteristics of the undeveloped tract comply with a curve · number of 75 and a lag time of .57 hours. The developed tract was assigned a curve number of 92 and a lag time of .16 hours. Now that the specifics of the development are known , it is apparent that the developed curve number and lag time are very conservative. The estimates are still appropriate since we do not know the nature of the development of the other tract in Drainage Area Number 7. As demonstrated in the report, and as a result of the detention provided upstream, no detention is required with the development of this tract. In order to keep peak flows at manageable levels , the storm water management plan for the subdivision depends on the un-impeded release of storm water from areas downstream of the detention facility. 1722 Broadmoor , Suit e 21 O • Bryan , Te xas 7780 2 • (409) 776 -6700 • FAX (409) 776-6699 College Station Assisted Living Facility (Edelweiss Estates, Phase 3-A) Drainage Page 2 Enclosure "A", Site Drainage Map, shows the site with the drainage facilities labeled. Enclosure "B" shows the runoff calculations for each area. Enclosure "C" shows the sizing of the flumes for Drainage Areas A and C. Calculations for the flumes were based on the peak discharge of a 10-year storm frequency. The courtyard outlet pipe (Drainage Area B) was designed to accommodate the 100-year storm frequency. AU of the assumptions listed (see page 7 and 8) in the referenced Drainage Report are still appropriate . The design of these facilities are in keeping with the Drainage Report and the City of College Station Drainage Policy and Design Standards. Should you have any questions, please advise. Sincerely , MRM/mlm enclosures I 11 I I I I 1 1 1 '> :::> .... ~~ ~ ~ ~~ .~ ., I ~~ I Q~ I I <:;~ I ~G I I I E 27 26 25 24 23 22 J /t-,~1 < I ' ' __ , ' ___ t--1 ' ' ' I\ ,---I \_3()5 f I ----t-J I ' ' ----t -~ "\ ' ' ' ' I ' -----... __ _.,_ ____ _:+ ' ... ~, ... ... ----...... ' ' '---------~---- £ ' [-- © J \ I I \ . I © INDICATES DRAJN AGE A REA NO . "'--0 2 1 20 ~ ~ ------ I I I I ' ,~s I L? I l I~;> --- College Station Assisted Living Fa cility Enclosure A Sit e Drainage Map Scale: r = JOO' Pm ENCLOSURE B PROPOSED DRAINAGE COMPUATIONS ACRES DRAINED ~ re ~ ~ H ~ s ~ 0 h 0 ~-~ u 8 u ~ Q 1%4 ~ 8 ~ ~ H 8 ~ 0 0 0 § t/l 1%4 .-1 QI 0 0 Ll') Ll') 0 0 0 ~ ~ 0 ~ ~ rlj Vl Ll') LI') .-1 .-1 N N .-1 .-1 E-4 E-4 u D H QC H QC H QC H QC Ac . 0 .40 0 .55 0.87 CA I I I I min min "/hr cfs "/hr cfs "/hr cfs 11 /hr cfs A 1. 03 0 .00 0 .00 1. 03 0 .8 9 2 5 0 3 4 5 0 2 10 .7 10 .7 7 .4 8 6.67 8 .4 0 '7 . 4 9 9.60 8 .5 6 12 .20 10.88 B 0 .45 0.00 0 .00 0 .45 0 .39 3 0 1 30 2 0 .5 5 .0 9 .8 5 3 .83 1 0 .98 4.27 12 .51 4.86 15 .7 8 6 .14 c 1. 36 0 .00 0 .00 1. 3 6 1.1 8 4 00 5 350 2 12 .3 12 .3 7 .0 1 8.2 7 7 .8 9 9 .30 9.02 1 0 .64 11. 48 13 .5 4 D 3 .18 0.00 3 .18 0 .00 1. 75 400 5 350 2 1 2 .3 12.3 7 .01 1 2 .2 6 7 .8 9 13 .80 9 .02 15.7 8 11 . 4 8 20 .09 PIPE SIZE COMPUTATIONS N• 0.014 0 ... ~ 0 .-1 ~ : ~ QC -~ re H ~ -~ ~ u i:il ~ QCS N ~ ~ 0 ~ H 8 tl ti) ti) min cfs % " cfs B HW 0.3 9 5 .0 6 .1 0 .61 18 7.7 ENCLOSURE B TRAPEZOIDAL CHANNEL ANALYSIS NORMAL DEPTH COMPUTATION November 7, 1995 ENCLOSURE C EDELWEISS ESTATES PHASE 3-A FLUME DESIGN ==================================================================== PROGRAM INPUT DATA : DES9RIPTION Flow Rate (cubic feet per second) ...................... . Channel Bottom Slope (feet per foot) ................... . Manning's Roughness Coefficient (n-value) .............. . Channel Side Slope -Left Side (horizontal/vertical) ... . Channel Side Slope -Right Side (horizontal/vertical) .. . Channel Bottom Width (feet) ............................ . VALUE 9.3 0.0070 0.0140 0 .00 0.00 4.0 ==================================================================== PROGRAM RESULTS: DESCRIPTION Normal Depth (feet) .................................... . Flow Velocity (feet per second) ........................ . Froude Number (Flow is Super-Critical) ................. . Velocity Head (feet) ................................... . Energy Head (feet) ..................................... . Cross-Sectional Area of Flow (square feet) ............. . Top Width of Flow (feet) ............................... . VALUE 0.49 4.77 1.203 0.35 0.84 1. 95 4.00 ===============c==================================================== TRAPEZOIDAL CHANNEL ANALYSIS COMPUTER PROGRAM, Version 1.3 (c) 1986 Dodson & Associates, Inc., 7015 W. Tidwell, #107, Houston, TX 77092 (713) 895-8322. A manual with equations & flow chart is available. tLLlJV)t:. D£1AJL N-1"~ )J.J';:./I 1-;3 //1~.F C{C:.<Nu' \UlJr1 Cf .IJ1U.f D l N Lf" o f 3606 PS1 CoNc.. JVcrrl . fx PAN.SJDN -:Jt.s: e f bGf; (it COk.JC:. CH .qJJN£L ~ I fD&L or P.Af.KIA./6 L OI . . TRAPEZOIDAL CHANNEL ANALYSIS NORMAL DEPTH COMPUTATION November 15, 1995 ENCLOSURE C EDELWEISS ESTATES PHASE 3 -A FLUME DESIGN ==================================================================== PROGRAM INPUT DATA : DESCRIPTION Flow Rate (cubic feet per second) ...................... . Channel Bottom Slope (feet per foot) ................... . Manning 's Roughness Coefficient (n -value) .............. . Channel Side Slope -Left Side (hor izontal/vertical) ... . Channel Side Slope -Right Side (horizontal/vertical) .. . Channel Bottom Width (feet) ............................ . VALUE 7 .5 0 .0050 0 .0140 0.00 0 .00 4 .0 ==================================================================== PROGRAM RESULTS: DESCRIPTION Normal Depth (feet) ..................................... · Flow Ve l ocity (feet per second) ........................ . F r oude Number (Flow is Super -Critical) ................. . Velocity Head (feet) ................................... . Energy Head (feet) ..................................... . Cross-Sectional Area of Flow (square feet) ............. . Top Width of Flow (feet) ............................... . VALUE 0 .47 3 .96 1 .01 5 0 .24 0.72 1. 89 4 .00 ==================================================================== TRAPEZOIDAL CHANNEL ANALYSIS COMPUTER PROGRAM, Version 1 .3 (c) 1986 Dodson & Associates, Inc., 7015 W. Tidwell, #107, Houston, TX 77092 (713) 895-8322. A manual with equations & flow chart i s available. DATE: TO: ATTN: 8/20/96 McCLURE ENGINEER.ING, INC. 1722 Broadmoor, Suite 210 Bryan, Texas 77802 (409) 776-6700 FAX 776-6699 TRANSMITTAL LETTER Mr. Steve Homeyer Developnent Services Dept. CITY OF COLLEGE STATION ATTACHED PLEASE FIND: As requested, revised drawing and field notes for the Assisted Living Facility 20' P.U.E. (9>t) j3$ -707{ {§!>1) ~'3~-:-7Dl~F/J.K' L-cc Gll-L{i.,AND ~e. ct1e1s cAt,lt"z THESE ARE TRANSMITTED TO YOU FOR THE FOLLOWING REASON: For Approval Your Use XX Revisions Made As Requested For Review and Comment Returned after Loan to Us RECEIVED BY: DATE: SIGNED BY: MICHAEL R. McCLURE, P.E., R.P.L.S. ~-w of Colle e Station Develop m e nt Services Ci P 0 Box 9960, Col lege Station, TX 77842-9960 FAX Date _J0-2 (-Cj{; Number of pages including cover s he e t To : Cdf?tS CAri2.-"1b~ Phone ( sz:> _h_ 9 _ 'SS --7-'--0_l__.t{ ___ _ Pho ne (409) 764-3570 Fax ph one (~~'3B-7o7$"" Fax phone : (409) 764-3496 cc REMARKS : 0 Urgent 0 For your rcv icll' ~ply ASAP 0 Please comme nt ~ A~S1S\CJ:) L-1V1NG ~''-'T'/ o,,../' VICR:>R...tA ~~uc 1 tJ. G<::>'-'-eGG cs~~ ~k".A:S,, we /\/cc1:> 1rl-is 1 Al ~ oet::>a._ 70 CA:> )'Y'? '-E'tt n-16 (£'°2>1 cA-nw CF !>-I? s EASEMENT INFORMATION SHEET (robe filled in and submitted wfth construction plans and specif1Cations for preliminary review) Requested By: S-rci>E .J--L€'f ~ EXT. (Department and Name of Person to Contact) ---- Type of Easement: Public utilities Water line Sprinkler Vault Drainage Electric line Temporary Blanket Electric Lines Temporary Blanket Utilities (prior to building permit) Fire Hydrant Sanitary Sewer Line Access Other (specify below) Special instructions:------------------------------ Review and Approval Required/Given by the following Departments: Approval Required By : Electric --WaterN/'N X City Engineer ,_- Approval Given By : __ (please initial) Electric WaterN/'N City Engineer lntormaton belOw to be supplied by Applicant: Property Owner(s): ----_,..,,=-::-=,..,..,.,..,.....,-~.,,...,..,=..,.,..,....,....,..,...~__,..--.--,,....---------­(Names must be exactJY ss Oley appear on the d96d) Address: _____________ _ Phone Number: ----------- All Lenders : _______________________________ _ (Names and Addresses) If Owner is a corporation, partnership, or joint venture: 1. State of Incorporation/Registration _________________ _ 2 . Partners' Names (if applicable) ------------------- 3 . Person Authorized to Sign---------------------- (Name and Trtfe) -legal Department must be proVided with the foliOwing: js /c/for ms/info.doc 032593 1. A signed. sealed and dated metes and bounds description. 2. A diagram of the property showing the location of the easement. 3. A copy of the corporate resolution or other proof of authority to sign on behalf of the corporation, partnership, or joint venture, if applicable. ,.., ___ _ 4. Name, address and phone number of person who is to receive the easement and be responsible for getting it executed.------------------- Any land acquisition f'8Sl.ltk1g from Csptal lrnprov9fT16ft Proj9cts requkrJs a moomg b6twBoo ths Cly Amm9y and the Project Manager. .. .. '• ... . f. .·· ' . . -· {' ~. 10,/21196 11: 33 '6'409 764 3496 DEVELOPMENT SVCS TRANSMISSION OK TX/RX NO. CONNECTION TEL CONNECTION ID START TIME USAGE TIME PAGES RESULT *************************** *** ACTIVITY REPORT *** *************************** 7813 019387075ppp396 10 /21 11: 32 01'09 2 OK 141001 ~-'1 Ci of Colle e Station Development Services P.O. Box 9960, College Station, TX 77842-9960 FAX Date: Number of pages including cover sheet: To: From: (Y\ I I(. G° <;1euc: Phone: //(_ -Co 7 00 Phone: (409) 764-3570 Fax phone: (409) 764-3496 CC: REMARKS: D Urgent 0 For your review 0 Reply ASAP 0 Please comment " ' . . {.I I ' ',a ,. •· I • •·. :J&I 30 / 96 09 :33 'B409 764 3496 DEVELOP MENT SVCS TR AN SMISSIO N OK TX/RX NO. CO NNE CTIO N TEL CO NN ECTION ID START TIME USAGE TI ME PAGES RES ULT *************************** *** ACTI VIT Y REPORT *** *************************** 7218 9pp7766699 MCCL URE ENGR I NC 08 /30 09 :32 01 '38 2 OK ~001 DEVELOPMENT PERMIT PERMIT NO. 332A Assisted Living Concepts FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Edelweiss Estates Phase 3A SITE ADDRESS: 3901 Victoria OWNER: Assisted Living Concepts Inc. Street Address City, State Zip DRAINAGE BASIN: North Fork of Lick Creek TYPE OF DEVELOPMENT: This permit is valid for site construction according to approved site construction plans . Contractor shall prevent silt and debris from leaving the site in accordance with the City of College Station Drainage Policy and Design Criteria. Owner and/or contractor shall be responsible for any damage to existing city streets or infrastructure due to heavy machinery and/or equipment. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development of an area outside the special flood hazard area. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply . ~~ Administrator/Representative Date --~~ Contractor Date -t-1~rr., Date 1RushiJ ~Ui'l l -~ ~ rec id 3/ Z-f.J O\'YI • 1Juvp1-ron re c/'' wn (dorvi~hc.) pte-VlovSl7 ~olvu --f~ d~{ 6eJ;rc:..--/oi)+ l het::<: rd Ge.. dL t~ f cJ.e: ve-/c; pe/ o ,, 7 'SA ,'cJ :/1 ( v&->u-$ Z .. ) -Iv jef pe ,,..,.,,--f . o ?;/27 no~n 1Ju.Gft"O,, re 4 2" Wr\ (1r-n·<1 .) r:vr 3D (}Pm de Y>'\.oriol. Joe) S°Pi 1'd if 5hou?J htl ve. 1ae er, 4o bv f fha f t\ 2-" 1',s IA ht;.,/· i rn'A. htJ.,, ff\t1;1 Sa ,'cJ h4.S ~e.~Y) w~,.Lj' -.Jod ~iJ "1e w·»l l ~d /\ J.. 1Je:J be.&L w.~/-h rv-c . No~l..;~ ~ 4-p""' so I :}vck__ Vi .{;le_ VL{) 1-e. ~ DDP 3?:/2 1z> fh Is erfcd-. • T~ e IL we-,? t<.lrw /-IA &-SU-of p f.c. vis thJ ~ 1\-. <Pn 3/25, fot} SJ-i,r-fc; 4"'bke) ~f ~se_ ~~~~i Llv1 ·,J pltivis IRe .~;V'U'l ~i,her pnt;n·f,_. ,,.. rf-v,,AJ-d7 1 t?f-c vc_ p 1C-~'1 uf VVh&t.,. I I e {t-. I <!)ff on the. of-"1 e:.r pl~'1?· 0 J..1Ae:..rw1~ 1..i. l I YI I I VJC:V) W ovl J hturc.. locc.--. It;: f-c dve-fv rush~I'\. 1 A<?s'ol i_.; "i j fhr1> 'jt., . :) , ~'cl Liv;') plans -sh.~p«'1 ?/Z.1 <? 4' ?o, wit hovr hUln) ~~tk...-~ J f)el re, -i~Nh~tin di 7C::-1Cf?ll"ICJ ( c/e.rfl(:.{ni;l V?. ~I U J -:; ,')C~ $'/., 1,-{J IS e)CfC~') 1h.c de V'G lo(~r h°r>f rhi'J nol\.) <f/ 1 • 0 '7h1rlc7 ~U0f-e . .J 1/DP ~ 4:2-S ~n 3/Z4._c.~70'---_ fhc. f !N 01-f.Z Cuvi 5~ti rt A7Af J101)ct~7 . i:::;,~t-: ~re&\07'' 0 0 'ti {Jl 0 ::r ro 0 Ill ::s {Jl rT Ill 11 rT ~ 0 11 ;.;' Ill {Jl Ill "O 0 ::s s ::s 0. Ill '< . vs 1r ~I e ~F c '-i Gvzc..e.. +ton e y F e...-+-r L \ 07d u, rJI-, I rY1 <: f-c,,. w orl~ Pi -ri ~ , Th?"-! +-'s It- KlvHn cAJ v~ ~ r ~ese. prvJ e.c:I--? Ovi l] u n c sh... -h·o.,, r-vn s ~t t:t -h 1Y1 c. 0 ?o -4o jp,,,,., /~ h -".., , ( Th circ. a re. lo -rz L?bvf-i"e:'n S 1 f:= '--( I , ) w e. IN 7 11 ~ I I 011\J ct 1-,, N r1 v DEVELOPMENT PERMIT PERMIT NO . 332 Assisted Living Conc e pts FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA ..----- RE : CHAPTER 13 OF THE COLLEGE ST A TION CITY CO SITE LEGAL DESCRIPTION: Edelweiss Estates Phase 3A SITE ADDRESS: 3901 Victoria OWNER: As sisted Living Concepts Inc . Street Address Ci ty, State Zip DRAINAGE BASIN: North Fork of Lick Creek TYPE OF DEVELOPMENT: Thi s permit is valid for site grading ONLY. The site pl an and sit e construction plans have NOT been appreved as of this date . Cont ractor shall prevent silt and debris from leaving the site in accordance with the City of College Station Drainage Policy and Design Criteria . Owner and/or contractor shall be responsible for any damage to existin g city streets or infrastructure due to heavy machinery and/or equipment. Thi s permit, being temporary, is valid only within sixty (60) days of th e date shown below, and is not intended to allow th e complete de velopm ent of th e s it e as proposed. Any work p erform ed after th e expiration of this p ermit is no_t co':rred, and is frmsidered ~ unauthor~zed. ~ fY\9--0. ~-'p 62_ ~ca &._ G'J'-0d~ IJ ~sk~ ~~s I ~~~~. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to in s ure that debris from construction, erosion , and se dimentation shall not be deposited in cit y streets , or existin g drainage facilities . I hereby grant this permit for dev elopment of an area outside the special flood hazard area. All development shall be in accordance with the plans and specifications ubmitted to and approved by the City Eng ineer in the development permit application for t e above named project and all of the cod es and ordinances of the City of College Station t apply . Date 1 ~1 ~ Contractor ,. Figure XII Development Permit City of College Station, Texas Site Legal Description : tAe\.uiliso ~~ S ~?::>A Site Owner: /19;157c0 ), ~1At9 Cwrrpr;; ..We.Address : ----------- ,-1 Telephone:------------ Architect/ Engineer: -------------- Contractor: G~\\i,ll~ ~~ Date Application Filed : :2-? -7? Address : -------------Te 1 e phone No : ---------- Address : ?o eo~ ~+1 ~~ IAf- Telephone No : (?O \)Ot~...-] D1 Cf ·1-z.i<cO Approved : ------------ Application is hereby made for the following development specific waterway alterations: ~ Application Fee Signed Certifications ~ 0 ~ 0 0 Drainage and erosion control plan, with supporting Drainage Report two (2) copies each . Site and Construction Plans, with supp.orting Drainage Report two (2) copies each. Other: -----------------------------~ ACKNOWLEDGMENTS : I, ____________ ___, design engineer, hereby acknowledge or affirm that: The information and conclusions contained in the above plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards. As a condition of approval of this permit application, I agree to construct the improvements proposed in this application according to these documents and the requirements of Chapter 13 of the Col!eg ~J¥tion City Code. ::11?~ Property Owner Figure XII Continued A TIONS : (for proposed alterations within designated flood hazard areas .) A. I , certify that any nonresidential structure on or proposed to be on this s e as part of this application is designated to prevent damage to the structure or its contents as a re It of flooding from the 100 year storm. Engineer Date B . I, certify that the finished floor elevation of the lowest floor, including any baseme t , of any residential structure, proposed as part of this application is at or above the base flood ele ation established in the latest Federal Insurance Administration Flood Hazard Study and maps , s amended . Engineer C . I , certify tH t the Iterations or development covered by this permit shall not diminish the flood-ca ing cap a ity of the waterway adjoining or crossing this permitted site and that su alterations o development are consistent with requirements of the City of College Station City ode, Chapter 3 concerning encroachments of flood ways and of floodway fringes . Engineer I, do certify that the p posed alterations do not raise the level of the 100 year flood above elevation established in the late Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval : _________ .....,_ _________ _ In accordance with Chapter 13 of the Code of Ordinances of the City of Colle e Station, measures shall be taken to insure that debris from construction, erosion, and se imentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above na ed project. All of the applicable codes and ordinances of the City of College Station shall apply . Date : 11 /15 /95 K. L. Karne s Construction Co ., Inc . 5305 Trail Lake Drive Fort Worth, Te.xa.> 76 133 817-294 -2700 Memorandum ·fiio f-1.r ~ Veronica Morgan. P. E . ...--:---( , ___ Fro1n:iandy Kopplin o. / . /Jr,1}/~~j,.,? sf?Jv~~~a~£ ,_/){ lft.ia·, !. RE: Edelwiess Phase 3 A 36 Unit Assisted Living Facility LlJ&'.,C 1iJ . -~ We have calculated the Sanitary Sewer Impact Fee for the abOve referenced project as follows: (36 Living Units) x (. 75 factor) x ($152 .18) = $4108.86 Would please confum that our calculations are correct. Thank you for your assistance . ~4 1 i ~~ \. ufMl Y:Jv Qt~(JR6 ~UIE­ Jrow·ClG Qt 'Sl~ ~ ~ oti:_. l;.~'--\,\{A_,[;lk:l /;~~ &-c.vtcl. VllCO(L DEVELOPMENT PERMIT PERMIT NO. 332 Assisted Living Concepts FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Edelweiss Estates Phase 3A SITE ADDRESS: 3901 Victoria OWNER: Assisted Living Concepts Inc . Street Address City, State Zip DRAINAGE BASIN: North Fork of Lick Creek TYPE OF DEVELOPMENT: This permit is valid for site grading ONLY. The site plan and site construction plans have NOT been approved as of this date. Contractor shall prevent silt and debris from leaving the site in accordance with the City of College Station Drainage Policy and Design Criteria. Owner and/or contractor shall be responsible for any damage to existing city streets or infrastructure due to heavy machinery and/or equipment. This permit, being temporaty, is valid only within sixty (60) days of th e date shown below, and is not intended to allow th e complete de velopment of th e site as proposed. Any work p erform ed after th e expiration of this p ermit is no_t CO ';~red, and is 1r:pnsidered -{) unauthm:~ze d. ~ ~ ~Jp 62.. ~c.acl (W'...0Je_, 'J ~s-k~ l~s 1~~1->~. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development of an area outside the special flood hazard area . All development shall be in accordance with the plans and specifications ubmitted to and approved by the City Engineer in the development permit application for t e above named project and all of the codes and ordinances of the City of College Station t apply . D ate 1 !?PJ ~ Contract or Date _?,.-~k i?.: ' I TEXAS DEPARTMENT OF INSURANCE P.O. BOX 149098 ENGINEERING SECTION (MC 104-3A) AUSTIN . TEXAS 78714-9098 CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR C,o~fw,, S.J.d.<M. A'-' E PROPER NAME ~czo \ v1c1nc\s it!u~ PROPER~ ~ • /} :5~ ~tr·A,lcL& ~- CONTRACTOR NAME ZIP /~. C.R.# ?O-..£'qa .3'13 )JtuJ ~rtd?-Y ---)X CONTRACTORADORESS CITY STATE ZIP IHIT1'UCTIOHI LOCATION UNDl1'CMOUND PIPllAHD JOINTI TllT DllCltlPTION l'LUIMHO TllTI ACC!l'TED BY APPROVING AUTHOR ITY('S) NAMES AODRESB tNSTAUATION CONFORMS TO ACCEl'TED l'LANS !CUIPMINT U81D 18 APPROVED IF AT VIAT HAI PERSON IN CHARGE OF FIRE EOUIPMENT BEEN INSTRUCTED AS TO LOCATION al CONTROl. VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT IF NO EXP AIN IN REMARKS SECTION HAVE COPIES Of APPROPRIATE INSTRUCTIONS ANO CARE ANO MAINTENANCE CHARTS IEEN I.EFT ON PREMISES IF X NIN R MARKS SECTION IUPP\.111 IUll.OINGS PIPE TYPES ANO CLASS TYl'E JOINT ,,··e-100 zoo /f)ec.h . ),)1,:,'t zYES _HO YH _NO -4es __ NO ~s __ NO PIPE CONFORMS TO STANDARD -"-..:YES __ NO FITTINGS CONFORM TO STANDARD ~ES __ NO IF X IN IN REMARKS S CTION JOINTS NEEDING ANCHORA()E CLAMPED . STRAPPED. OR BLOCKED IN ACCORDANCE WITH N f P Ji STANOARO ~S __ NO IF NO . EXPLAIN IN REMARKS S CT!ON FLUSHING. Flow lhe required ra• unlil wa'8r is a.. 11 indicated by no collection of foreign malllrill in buNlp bags at oullell such as hydrlf'ltl and blow-oltl . FIUlh at flows not ... than 400 GPM (1514 LJmin) fof 4-ineh pipe, eoo GPM (2271 Umin) for 5-inch pipe, 750 GPM (2839 LJmin) lor 6-inc:h pipe, 1000 GPM (3785 L/min) for 8-inch pipe, 1500 GPM (!178 l.JmWI) lor 10-inch pipe Md 2000 GPM (7570 Lin*!) lor 12-inctl pipe. When supply cannot produce npulae.d flow,._, obtain maximum ........ HXPRQ3fAI!C . Hydra.tallc "" lhal be made at not ... than 200 psi (13 .8 tMn) for two houri Of 50 pli {3.4 bin) IDoYe static pr-.. In.-of 150 pai (10.3 ..,_)tor two hours . I ftQAf ... pipe IMS wllh Nbber gllSketed joints shall. If the womnanlhip Is satllfactDry, heYe .. Of no .... b jolml. The.,...ol.....,.at the joints Iha• not exceed 2 qta. per tv. (1 .89 LJh) per 100 jointall!91P9CMof pipe cllamet9r. The IMil.-ge lhllt be~ over all joints. If IUCh leaMge occurs at a f9w joints the lnsc.llalon lhll be C0111iderecl urmbfKtclly Md '*I lllrY iwpalrs m.de. The 8"1ount of allowlDle leaQge specified eboYe may be lncrewd ~ 1 I oz per In . vat.le ~ per hour (30 mL/25 rnmhl) lor e.c:h metal .. ated vatve lllolating the ••st MCtlon. If dry barrel hydr9ntl .,. tlltlCI wllh b "*1 v.iv. ari• •• under ... ur• an additional 5 oz minute 1 !50 mlJmin le Is lor .en rant. NEW UNDEAOROUNO PIPING FLUSHED ACCORDING TO N · .. STANDARD IV (COMtAHY) ~S __ NO IF XPl.AIN IN REMARKS SECTION HOW FLUSH ING FLOW WAS 08TAINED THROUGH WHAT TYPE OPENING .J:::::::JiuBLIC WATER _TANK OR RESERVO IR _FIRE PUMP ~HYDRANT llUTT _OPEN i'IPE LEAD-INS FLUSHED ACCORDING TO STANDARD BY (COMPANY) -------- IF NO . EXPLAIN IN REMARKS SECTION -'-::::::YES __ ,...o HOW FLUSHING Fl.OW WAS OBTAINED THROUGH WHAT TYPE OPENING ~Bl.IC WATER _TANK OR RESERVOIR _FIRE PUMP .....Y-coNN TO FLANGE I SPIOOT _OPEN PIPE ENG. FOAM 100U HYOM>aTATIC TllT LEAKAQI TllTI CONTlllOL VALVH PfllOCIDUN ~ ININCTION AND TtaTINO TllTI wrTNllllD IY: NII Cl .. TIPICA TION AIMARKI: ENG. FORM 100U ALL NEW UNOERGl=IOUNO PIP ING HYOROSTA TI CALLY TESTED AT 2.0 o PSI FOR i.. HOURS TOTAL AMOUNT OF LEAKAGE MEASURED _____ GALS _____ .HOURS ,• ALLOWABLE LEAKAGE _____ GALS _____ .HOURS NUMBER INSTALLED TYPE ANO MAKE ALL OPERATE SAT ISFACTORY 2... /ll&.<<,11~ WATER CONTROL VALVES LEFT WIDE OPEN IF NO . STATE A ASON HOSE THREADS OF FIRE OEPARTME NT CONNECTIONS ANO MYOAANTS INTER- CHANGEABl.E WITH THOSE OF FIRE DEPARTMENT ANSWERING ALARM J..:l'ES _NO _YES _NO _YES _NO Upon oomple · of work. intpeetion and lftts ahllll be mede by IN contractor'• 19P"...,,taMve 'M1nwed by M owner'• repr ... ntallv• and I ~ aulhomy . An detec:ta ah.ii be oorredl9d and syswm left in seMc:e beto'9 co11trector'9 ps90nnel leave the job. A oerlilicate shall be tilled out and signed by ALL r....,ldv9. Copiel .,_.be pepeied tar~ l&llatllel. owners and oontractclfs . It it understood the owner'• representat!Ye'a lignllue In no •"I ~ .,,,, c11in ..... ~actDr tor fa.ilty materiel . wortcmans · Of hlilure to com 01 loc:.i FOR PROPERTY OWNER (Signed) (0Pf1Cl-1JI CONTRACTOR'S REPRESENTATIVE ( LOCAL AUTHORITY s· . I CERTIFY THAT THE INFORMATION HEREIN IS TRUE ANO THAT THIS SPRINKLER SYSTEM WAS INSTALLED IN ACCORDANCE WITH ARTICLE 5.43-3, TEXAS INSURANCE CODE ANO THE RUl!S ADOPTED BY THE TEXAS O!ll'AATMENT OF INSURANCE . RESFIONS!Bl.E MANAGING EMPLOYEE (SIGNATURE)__,~...._-~..._ ___________ __,....___,,__ __ _ R.M.E . LICENSE e_..0_3.-~--..--------;--- • February 27, 1996 CITY OF COLLEGE STATION Post Office Box 9960 1101 Texas Avenue C o llege Station, Texas 77842-9960 (409) 7 64-3500 Mr. Kris Carter, Regional Project Manager Gilliland Construction Co . P. 0. Box 347 Scranton, AR 72863 Dear Mr. Carter: As I indicated in our telephone conversation a few minutes ago, the City staff is having a great deal of difficulty in reviewing the plans submitted on 2-14-96, because the site plan is incomplete, and it really isn't at all like the site plan submitted by K L. Karnes Construction Co. and reviewed by the staff in November 1995. Normally the steps in the review process are as follows: (1 )Applicant submits 16 copies of site plan, grading plan, drainage plan and landscape plan for review. (2)Project Review Committee reviews plan and votes on the project. In this particular case, the PRC voted to approve the plan with certain specific conditions . (3)Applicant revises the plans to comply with conditions of approval and submits 4 sets of full building/site construction plans with those revised site/grading/drainage/landscape plans attached. (4)City reviews plans and redlines with conditions for comp!iance and returns on 5th working day to applicant for revisions. (5)Applicant makes revisions and resubmits 4 complete sets of plans for review for compliance (done within 5 working days). (6)1f plans approved , applicant pays fees and receives building perm it and drainage development permit. To date the staff has reviewed the building plans submitted and has the following comments pertaining to the items missing from the site plan: (1 )Need vicinity map , (2)Need temporary blanket easement prior to issuance of bu ilding permit, (3)Need all water & sewer & irrigation demands (minimum & maximum in gallons per minute and gallons per day (sewer) so City can size meters , (4)Need waterline plans for interior, including fire hydrant(s), (5)Sprinkler connection (Siamese) needs to be located near the fire hydrant area , but away from the bu il ding -show location, (6)Need ADA details for ramps on public sidewalk - Home of Texas A&M University show location, (?)Need drainage details, including flumes, headwalls, etc., (8)Need to see backflow preventer/sprinkler vault details on some set of plans, (9)Need detail on how driveway detail will tie into Victoria, (10)Need technical data on fiber mesh to indicate that 4" with fiber mesh is as strong as 6" w/#3's at 18" o.c., (11 )Need grading details with curb openings, (12)Need for fire hydrant to be shown on site plan so staff can determine if 1 hydrant provides coverage for entire site , (13)Fire lanes need to be more clearly defined, (14)Show radii of curbing, both inside & outside, (15)Make the location of the new manhole more clear, (16)Water meters must be located in easements, with City maintenance up to and including meter, and owner maintenance for serv ice line (from meter to building), (17)Scale on plan is so small it is barely legible -please provide better prints . As you can see with the above comments from the engineering division, there are a number of problems to be addressed before a complete review can be made . The planning staff has not yet made a determination as to whether or not an additional P.R.C. review will be required . I will call you as soon as that decision is made . I am including with this FAX a copy of the review made by the building division. Those comments must be addressed prior to issuance of a building permit. I am also including a copy of the P.R.C . report of the review of the plans submitted by Karnes so you can see some of the items which were missing on those plans. In addition, I am including a checklist that staff uses to review plans submitted. If you will have your designer use this list in preparing a revised site plan, it will include the items we use to determine compliance. I look forward to hearing from you as to the direction you indicate to us you would like to take at this point in the process. I will help you all I can . We are looking forward to having this facility developed in College Station . :::::yv:~Vtrul~ Development Coordinator cc: Assisted Living Concepts 10570 SE Washington #213 Portland , OR 97216 Jane R. Kee, City Planner File