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Home My WebLink About9 Development Permit 500042 Ramsey Twins Subd. 1726 Harvey MitchellENGINEER'S COST ESTIMATE RAMSEY T WI NS SU BDI V IS ION SAN ITA R Y SEWE R IM PRO VE M EN T S W/O UT OVE RS IZE PA RTI C IPA TIO N UNIT NO . DESCRIPTION QUANTITY UNIT COST 1 8" PV C Sanitary Sewer Class 160 (D3 034) w/Class 133 LF $20 .00 "D" Embedment 2 4' Dia Manhole 1 EA $1 ,500 .00 3 Tie Into Existing Manhole 1 LS $1 ,500 .00 4 Erosions Control & Seeding 1 LS $8 00 .00 5 Trench Safety 133 LF $5 .00 ES Tl MA TED CONSTRUCTION COST = CONTINGENCIES= This engineer's estimate was prepared in our office , at the date shown , an d is released for the purpose of public infrastructure cost projections . North B. Bardell , Jr., P.E. 60873 Date \iC\ICIPA L DEVELOPME\T GROCP 2'1 5 1 TEXAS /\VENCC so i;rn STL~. /\ COLLEGE STA TIO.'\, TEXAS 77840 1'11 (409 )693 5 359 F'/\X : (40 9)693 4243 E -muil: 1nd!!cs@gt.e 11el 000557 -e-01-86(3295) GRAND TOTAL = TOTAL COST $2 ,660 .00 $1 ,500 .00 $1 ,500 .00 $800 .00 $665 .00 $7 ,125.00 $1,875.00 $9,000 .00 ENGINEER'S COST ESTIMATE RAMS EY TWINS SU BDIVI S ION SAN ITA RY SEWE R IMPROVEMENTS W/OUT OVERSIZE PARTICIPATION UNIT TOTAL NO . DESCRIPTION QUANTITY UNIT COST 1 8" PVC Sanitary Sewer Class 160 (D3034) w/Class 133 LF $20 .00 "D" Embedment 2 4' Di a Manhole 1 EA $1 ,500 .00 3 Tie Into Existing Manh ole 1 LS $1 ,500 .00 4 Erosions Control & Seeding 1 L S $800 .00 5 Trench Safety 133 LF $5 .00 ESTIMATED CONSTRUCTION COST= CONTINGENCIES = Th is engineer's estimate was prepared in our office , at the date shown , and is released for the purpose of publ ic infra structure cos t projections. North B. Bardell , Jr., P.E. 60873 Date Ml ,NICIP L uEV ELOPME:\T CEOUP 2551 TCXA::' AVENUC SOl"l'll :::iTI: J\ COLLL:CI~ STAT I0 1\, TEXA S 77840 I'll (~09)693 5:l59 FAX: (409)691 4243 I~ m<til: mdgcs@gle .n<'l 000557 -e -0 1-86(3295) GRAND TOTAL= COST $2 ,660 .00 $1 ,500 .00 $1 ,500 .00 $800 .00 $665.00 $7 ,125.00 $1,875.00 $9,000.00 . ..... ENGINEER'S COST ESTIMATE RAMSEY TW INS SU BDI V IS ION SA NITARY SEWER I M PROVE M EN T S W ITH O VE RS IZ E PA RTI C IP ATI OJ\ UNIT TOTAL NO . DESCRIPTION QUANTITY UNIT COST COST 1 15" PV C Sanitary Sewer Class 160 (D3034 ) 133 LF $29 .00 $3 .857.00 w/Class "D" Embedment 2 4' Dia to 6' Dia Transition Ma nh ole 1 EA $4,000 .00 $4 000.00 3 Tie In to Exis ting Manhole 1 LS $1 ,500 .00 $1 .500.00 4 Erosions Control & Seeding 1 LS $800 .00 S80 0 .00 5 Trench Safety 133 LF $5.00 S66 5.00 ESTIMATED CONSTRUCTION COST= $10 ,82 2.00 Th is engineer's estimate was prepared in our office , at the date shown , and is released for the purpose of pub)ic infrastructure cost projections . IJL:Jl)P 6 ,u11 b \:, \'C:IP 1\L 2fifi 1 TCXAS A \IC\'liC sot;~!-! sn; A COLLCGC S'J'Al'IO\', TCX..'13 778'10 ···1 ('109)G93 5359 F'AX: (4J9)69:1 '1243 I~ ma i l : mdgcs@gl.e ne t. 0005 57-e .01 -86(3295) CONTING E NCIES = $2,178 .00 GRAND TOTAL = $13 ,000 .00 Da te ENGINEER'S COST ESTIMATE RAMSE Y TW I NS SU BDI V IS IO N SAN ITA RY SEW E R I M PROV E M E NTS WI T H O VE R S IZE PA RTI C IP ATIO N UN IT TOTAL NO. DESCRIPTION QUANTITY UNIT COST COST 1 15" PVC Sanitary Sew er Class 160 (0 3034) 133 LF $29 .00 $3 ,857.00 w/C lass "D " Embedm ent 2 4' D ia to 6' Dia Transit ion Manhole 1 EA $4 ,000 .00 $4 ,00 0 .00 3 Tie In to Ex isting Manh ole 1 LS $1 ,500 .00 $1 ,50 0 .00 4 Erosions Control & Seeding 1 LS $800 .00 $800 .00 5 Trench Safety 133 LF $5 .00 $665 .00 ES Tl MA TED CONSTRUCTION COST = $10 ,82 2.00 This engineer's estimate wa s prepared in our office , at the date shown , and is rel ea sed for the purpose of ,P"J' ;o f'.:'tr~ctoce '°'' ~je ct;oo: . 1~2 .8. /2,/-£LY!I b f'J!'-, ·-.~ ¥ .~I ~f~ ~c , f-. \:lJ -;c:P A L D l<:VF:I ?\!ICN T GRO l.'P 2Ci51 TCX .-\S AVJ ·:1\l "0 l '1'11 S'l'I~. A COLLCGC S'l'A'l'JO\ .CX1 \S 77040 l'h (~09)69'.l 5359 I \ (409)693 -4243 L: ma il : 111cl u: ,·,~µle 11cl 000557-e .01 -86(3295) CONTINGENCIES = $2,178 .00 GRAND TOTAL = $13 ,000 .00 DEVELOPMENT PERMIT MINIMUM SUB MITT AL REQUIREMENTS $100.00 Development Permit Application Fee . Drainage and erosion control plan, with supporting Drainage Report two (2) copies each. Notice oflntent (N.O.L) if disturbed area is greater than 5 acres . Ne.+ /1 f'P lt't...C!. b I~ LEGAL DESCRIPTION R g Wl s~ =r=vV 1 'vzs s vJo d I 'v 1 's /orz APPLICANT (Primary Contact for the Project): Name Ji' m vJ 0 0 d.s/ J . t-1 . W ' Ccrvt +roi c fovs I Street Address Box l O "2. 'Z. O City __ c __ S _________ _ State l'X Zip Code 7 7 81-'Z E-Mail Address ------------- Phone Number (p <[ 3 -I ~ f 7 Fax Number g 4(.p 9 I 3 :S PROPERTY OWNER'S INFORL\1ATION: Name Fr~V\. k. R Cl l/V1 Sey c:/ o Street Address Se. e. A l:::>o v e.. City -------------- State Zip Code ______ E-Mail Address ------------- Phone Number Fax Number ------------------------------ ARCHITECT OR ENGINEER'S INFORMATION: Name M vV111 'c.i'po.. I 'b~vc.lcpVVl e-1.11 t &;v-0'79 Street Address 2 S 51 A Jcxq.s 611e So CA.th City CS -------------- State /x Zip Cod e / 7 8 40 E-Mail Address t11 d7 cs(? §J ie. '1f 7- Phone Number 0 ?3-S-3 S Cf Fax Number ------------------ Application is hereby made for the following development specific site/waterway alterations: CC?Ylslcv. c..f1'CYVJ o--F I 3 3 '-F -I Su SerY! !'fo,,,,.-/ ACKNOWLEDGMENTS: I , ___________ __, d0sigR eRgineer/owner, hereby acknowledge or affirm that: The information and conclusions contained in the above plans and supporting documents comply \vith the current requi rements of the City of Colkge Station , Texas City Code , Chapter 13 and its associated Drainage Policy and Design Standards . As a condition of approval of this pem1it application, I agree to construct the improvements proposed in this application .-...,-a,..;ccording to t ,ese d ocu;~;e f?:iPts orni"· Co:._ OEVELO,,.lE>OT PERMIT cJJ;;J'l°!;:EN!Zt DP ER.\llT.DOC J /24/99 • CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.) A. I, certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm. Engineer Date B . L certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended. Engineer Date Engineer Date Conditions or comments as part of approval : ~~~~~~~~~~~~~~~~~~~~~~~~~~~~ In accordance with Chapter 13 o f the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, eros ion , and sedim entation shall n o t be deposited in city streets , or existing drainage faciliti es . All de velopment shall be in acc ordance wirh the plans and specifi c atio ns submitted to and approved by the City Engineer for the above name d proj ect. A ll o f th e applicabl e cod es and ordinances of the City of College Station shall apply . DE VELOP.'.!£~ PER.'.!IT D PER~ llT. DO C 3;2.;;9 9 2 of 2