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i \ • • '`��� 1., c, 2551 Texas Ave. South, Ste.A,College Station,TX 77840 Ofc: 979.693.5359 Fax: 979.693.4243 Email: mdgcstx@yahoo.com �' January 7, 2005 Carol Cotter City of College Station Planning & Development Services 1101 Texas Ave., South College Station, Texas 77842 RE: Horse Haven Estates Subdivision Water and Fire Flow Report Dear Ms. Cotter: Attached is the revised water and fire flow report for Horse Haven Estates Subdivision. The water system was re-analyzed and is now in compliance with the requirements of the B/CS Unified Design Guideline Manual as all the pipe velocities are below 12 ft/s. Water analysis for the system was performed under the assumption that if the system sufficiently supports the fire hydrants and is in compliance with the fire flow requirements, it will be more than adequate for supplying domestic water. If you have any questions,please call. Very sincerely yours, Municipal Development Group Lenwood S. Adams, P.E. Principal FIRE FLOW AND WATER REPORT FOR HORSE HAVEN ESTATES PHASES II & III 16.44 ACRE TRACT (VOLUME 2085, PAGE 289) MORGAN RECTOR LEAGUE, A-46 MDG JOB NO. 000751-3775 COLLEGE STATION, BRAZOS COUNTY, TEXAS JANUARY 2005 0 e ja 1WGLD . Pi, �< •!�,oi0\ 63357 M 2551 Texas Ave. South, Ste. A, College Station, TX 77840 \slswe�@4;5‘�' Ofc: 979.693.5359 Fax: 979.693.4243 Email: mdgcstx@yahoo.com The proposed development consists of the I 6.44-acres of Phases 11 and 111 of Horse Haven Estates. The site is now served by an 8" DIP main that runs northeast along Horse Haven Lane. We intend to tie into and extend this line and create a 6"closed loop. A fire flow analysis was conducted in conjunction with EPANET for the three proposed fire hydrants at Horse Haven Estates. The domestic water section of the Bryan/College Station Unified Design Guideline Manual was used to determine the required flow rates and pressures for the proposed hydrants. This manual states that fire hydrants must provide 1,000 gallons per minute in residential areas. Flow data for the existing fire hydrant located at Horse Haven Lane was obtained from the City of College Station Utilities. The information for this hydrant is as follows: Static Pressure: 114 psi Residual Pressure: 112 psi Flow Rate: 1550 gpm For the analysis, a pressure of 112 psi for the Horse Haven Lane hydrant was used. According to the Unified Design Guideline Manual, it must be determined if the proposed fire hydrants can hold a minimum pressure of 20 psi. From the gathered data on the Horse Haven Lane fire hydrant, the Hydraulic Grade Line (HGL) for the hydrant was determined using the equation: HGL=z+ P/d Where HGL=>Hydraulic Grade Line(ft) z=> Elevation(ft) P=> Pressure(psi) d=> Density(62.4 lbs/cf) Knowing the HGL for the Horse Haven Lane hydrant, the HGL for every node in the network was obtained using the calculation: HGL2=HGL, -KQ2 Where K=> Head loss coefficient Q=> Flow rate(cfs) HGL2=>Downstream HGL(ft) HGL, =>Upstream HGL(ft) For this calculation, it is important to start at a known HGL, and move down the network computing the HGL in order from upstream to downstream. However, if the known HGL is located downstream and upstream HGLs need to be determined, the calculation can be reversed to accommodate the situation. The equation for this instance is as follows: HGL, =HGL2+ KQ2 The head loss coefficient(K) for each pipe section is calculated using: K=(fL)/(2*DA2g) Where f=> Friction factor L=> Length of pipe(ft) D=> Diameter of pipe(ft) A=> Area of pipe(ft) g=> Gravity(32.2 ft/s2) The HGL for the proposed fire hydrants were determined using this method. The pressures at the hydrants were determined by rearranging the above equation that solved for the HGL. Knowing the pressures,the flow rates of the hydrants can be determined using the following equation: Q=29.83cD^2*sqrt(P) Where Q=> Flow Rate(gpm) c=> Friction Coefficient(0.7-0.9) D=> Diameter of Outlet(in) P=> Pressure(psi) The proposed hydrants were assumed to have an outlet diameter of 2.5 in. Using this method for calculating the HGL at each junction, the flow rate and pressure at the proposed hydrants were computed. Further analysis of the network was also performed using the computer simulation program EPANET. This program can perform time simulations of the system by entering the information for each node and pipe. However, for the program to properly work, the known fire hydrant must be entered as a tank rather than a valve or junction. The demand for the existing fire hydrant, as a tank, must be enough to supply the entire network. After completion of the analysis, it was determined that the proposed fire hydrants for Horse Haven Estates will supply adequate flow rates and pressures to the site. After two hours, the hydrants can provide a total of 4155 gpm while staying above the minimum pressure requirement of 20 psi. Because this water distribution line meets the fire flow criteria outlined in the Unified Design Guideline Manual, it will sufficiently supply Horse Haven Estates with domestic water. L0 0 0 N -J C C C G) E m CLO a 2 aamoat - F. 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College Station Utilities Reliable, A(lorclablc, Community Owned 1601 GRAHAM ROAD COLLEGE STATION TEXAS 77845 Date: 26 OCTOBER 2004 Number pages including cover sheet - 1 Fax to: 693-4243 Attention: ALLEN TAYLOR Company: MDG From: Butch Willis Water Wastewater Division Phone: 979-764-3435 Fax: 979-764-3452 FLOW TEST REPORT Nozzle size: 2.5 inch Location: HORSE HAVEN ESTATES Flow hydrant number: II-089 Pitot reading: 85 (GPM): 1550 Static hydrant number: 11.001 Static PSI: 114 Residual PS1: 112 NOTE: TEST WAS RUN 25 OCTOBER 2004 .. ch 10) 2551 Texas Ave. South, Ste.A,College Station,TX 77840 zigkI NsitL���� \-\ Ofc: 979.693.5359 Fax: 979.693.4243 Email: mdgcstx@yahoo.com } s: January 7, 2005 Carol Cotter City of College Station Planning & Development Services 1101 Texas Ave., South College Station, Texas 77842 RE: Horse Haven Estates Subdivision Water and Fire Flow Report Dear Ms. Cotter: Attached is the revised water and fire flow report for Horse Haven Estates Subdivision. The water system was re-analyzed and is now in compliance with the requirements of the B/CS Unified Design Guideline Manual as all the pipe velocities are below 12 ft/s. Water analysis for the system was performed under the assumption that if the system sufficiently supports the fire hydrants and is in compliance with the fire flow requirements, it will be more than adequate for supplying domestic water. If you have any questions, please call. Very sincerely yours, Municipal Development Group Lenwood S. Adams, P.E. Principal FIRE FLOW AND WATER REPORT FOR HORSE HAVEN ESTATES PHASES II & III 16.44 ACRE TRACT (VOLUME 2085, PAGE 289) MORGAN RECTOR LEAGUE, A-46 MDG JOB NO. 000751-3775 COLLEGE STATION, BRAZOS COUNTY, TEXAS JANUARY 2005 074V,0°"00,>1.14.'o®. j E. 3�� y-A 351 ,r. rvd ,3'43+mw..000. q�'1 h1 Noatar �r 2551 Texas Ave. South, Ste. A, College Station, TX 77840 �e4 Ofc: 979.693.5359 Fax: 979.693.4243 Email: mdgcstx@yahoo.com 04 V The proposed development consists of the 16.44-acres of Phases II and III of Horse Haven Estates. The site is now served by an 8" DIP main that runs northeast along Horse Haven Lane. We intend to tie into and extend this line and create a 6" closed loop. A fire flow analysis was conducted in conjunction with EPANET for the three proposed fire hydrants at Horse Haven Estates. The domestic water section of the Bryan/College Station Unified Design Guideline Manual was used to determine the required flow rates and pressures for the proposed hydrants. This manual states that fire hydrants must provide 1,000 gallons per minute in residential areas. Flow data for the existing fire hydrant located at Horse Haven Lane was obtained from the City of College Station Utilities. The information for this hydrant is as follows: Static Pressure: 114 psi Residual Pressure: 112 psi Flow Rate: 1550 gpm For the analysis, a pressure of 112 psi for the Horse Haven Lane hydrant was used. According to the Unified Design Guideline Manual, it must be determined if the proposed fire hydrants can hold a minimum pressure of 20 psi. From the gathered data on the Horse Haven Lane fire hydrant, the Hydraulic Grade Line (HGL) for the hydrant was determined using the equation: HGL=z+ P/d Where HGL=>Hydraulic Grade Line(ft) z=> Elevation(ft) P=> Pressure(psi) d=> Density(62.4 lbs/cf) Knowing the HGL for the Horse Haven Lane hydrant, the HGL for every node in the network was obtained using the calculation: HGL2=HGL1 -KQ2 Where K=> Head loss coefficient Q=> Flow rate(cfs) HGL2=>Downstream HGL(ft) HGL1 =>Upstream HGL(ft) For this calculation, it is important to start at a known HGL, and move down the network computing the HGL in order from upstream to downstream. However, if the known HGL is located downstream and upstream HGLs need to be determined, the calculation can be reversed to accommodate the situation. The equation for this instance is as follows: HGL1 =HGL2+KQ2 The head loss coefficient(K)for each pipe section is calculated using: K=(fL)/(2*DA2g) Where f=> Friction factor L=> Length of pipe(ft) D=> Diameter of pipe(ft) A=> Area of pipe(ft) g=> Gravity(32.2 ft/s2) The HGL for the proposed fire hydrants were determined using this method. The pressures at the hydrants were determined by rearranging the above equation that solved for the HGL. Knowing the pressures, the flow rates of the hydrants can be determined using the following equation: Q=29.83cD^2*sqrt(P) Where Q=> Flow Rate(gpm) c=> Friction Coefficient(0.7-0.9) D=> Diameter of Outlet(in) P=> Pressure(psi) The proposed hydrants were assumed to have an outlet diameter of 2.5 in. Using this method for calculating the HGL at each junction, the flow rate and pressure at the proposed hydrants were computed. Further analysis of the network was also performed using the computer simulation program EPANET. This program can perform time simulations of the system by entering the information for each node and pipe. However, for the program to properly work, the known fire hydrant must be entered as a tank rather than a valve or junction. The demand for the existing fire hydrant, as a tank, must be enough to supply the entire network. After completion of the analysis, it was determined that the proposed fire hydrants for Horse Haven Estates will supply adequate flow rates and pressures to the site. After two hours, the hydrants can provide a total of 4155 gpm while staying above the minimum pressure requirement of 20 psi. Because this water distribution line meets the fire flow criteria outlined in the Unified Design Guideline Manual, it will sufficiently supply Horse Haven Estates with domestic water. in 0 0 N C r -J c m E @ N SO_ 1 O U = _ d 0 V N O M CO yOp to N r C__c_a. rr Ofd' ap w 0 ' r O,) r C O= .----v _ = .v V J . J C N in NCl) a) V = O _ J Q,U O O .. O CL�- CV N ^ U) U U E 2 0 0 U' 'a 'd O dN O 9 N N N , U ,C12 C.1 w- —--- U C V 0 N N - N C O O E N O N 7 .� 7 > Y O OO On N * cCO O to J 7 7 m p L... N O .� Od t7 'N -D C N 3 ' N Z u) of Q m m ° a ami a) o 0 0. CI o .� _ m co m '� m LLJO < O a 2w as O 21L o o Cr) ii: u_ Q - O N — N 2 n n CO > a N n II II II Cn _ >`d O II II N N N n n n O @ w y I U a n n n J -J n n n _J I� Ij J J CD I I I I �I I I I I L o .@ Ti) 0O 0 II I� II II II II O O II II II = Y O = 2 0 U U d LL o Ja < O) I 2 Naa Il. (l� � u.. 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O N M e' O J I- r O` r- r r r r c0 r r C) ti r N = LU OU CC) OU LU OU LU O it) LO LUU Of) LO )n OU $ x w u) C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N I O o CO O O 'U N r V N M 0 CO <n r LL N6 6 4 N 1 @ r <<a O LU O`C CO CO CO LU U) CO CO CO CC) to O O In r > N N N N N N N N N N N N N N N W C? y C W c>oO co LO C X 2 0 O N M N O▪ r N M C Cn OO I� 00 C) o r W S S C r LL LL L.L LL , 0 32 -) -, tf) 0 0 N C J C > E ca u .N Q VN-. } = O d O) U w, _ y rnvrnaov- cfl _ r` 00 N N '% •��_' O 0 0 I- CO M J O J _ c a) _ = O N CO 'U V' C) N N J E 'U 7 CL C77 O O CD N �'�' o U ( 2 be? CD O Q N CD 9 a o 0_(V U c , o N o E E - U - a) o f O a) O D •o D > Y o m CC C Cu J c -Er-3 o w o o Y m m N 'u� -Ti c N 3 '0 E u) C▪ Z �i m Q rn E m > v -o > c 0 o o ) 0 `a u) 17 m ya v tiJDQC� + S W a D S n n o T'O N N I I I I I I I I CT _ >'Q. O N J it I I N A N n A A y = U ;� n n A J J A A A -J II 11 J J II II I� II II LL 0 a) N 0 I II 11 AI 11 II II = 2 II II II 0 d 'O I Y O I 2 0 0 U D S LItncCu.. 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CO O O o0 Co o0 O 0) 00 CO Co OCD O CO + 0 0 f) Mco • O 0) CO V' V' CO N V NOCOCO CD N co tN O O N COM CO(O O CID 10 N CO CO -J N N N N CO N N N Co N N Co N N t` = CO VO' CO VO' VO' 't CO' V CO CO V ,r ,r V CO a E. x U_ rn C 0 0 0 0 0 0 0 0 0 0 0 0 0 C) 0 = C) o (3) (O O O to N V N M O 00 LO V' v- 1 O COI� N O CO V N , to .: O W In N r >• co N N N co N N N N N N N N N CO w N > N N N N N N N N N N N N N N N N N t!) W > t` @o � 2 0 0 o X N M o 8 v ,- N CO V' U) CO I- 00 CT O3 r. w 2 2 S N C U- -) L IL 1.1.. w 0O 1] S ) OfCollege station Utilities Reliable, 4vrththle, Community Owned 1601 GRAHAM ROAD COLLEGE STATION TEXAS 77845 Date: 26 OCTOBER 2004 Number pages including cover sheet - I Fax to: 693-4243 Attention: ALLEN TAYLOR Company: MDG From: Butch Willis Water Wastewater Division Phone: 979-764-3435 Fax: 979-764-3452 • FLOW TEST REPORT Nozzle size: 2.5 inch Location: HORSE HAVEN ESTATES Flow hydrant number: 11-089 Pitot reading: 85 (CPM): 1550 Static hydrant number: H-001 Static PSI: 114 Residual PSI: 112 NOTE: TEST WAS RUN 25 OCTOBER 2004 (1.11/ CITY OF COLLEGE STATION Planning 6'Development Services 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 MEMORANDUM January 5, 2005 TO: Greg Taggart, MDG, via fax 979.693.4293 FROM: Jennifer Prochazka, Staff Planner SUBJECT: HORSE HAVEN ESTATES PH 2 (FP) - Final Plat Staff reviewed the above-mentioned final plat 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 by Monday, January 10th at 10:00 a.m. to be placed on the next available Planning and Zoning Commission meeting scheduled for January 20, 7:00 p.m. in the City Hall Council Chambers, 1101 Texas Avenue. Two (2) 24 x 36 copies and one (1) 11 x 17 of the revised final plat; and, Revised Construction Drawings. One (1) Mylar original with the appropriate signatures. If you have any questions or need additional information, please call me, Josh, or Carol at 979.764.3570. Attachments: Staff review comments cc: Alton Ofczarzak, via fax 979.690.2504 Case file #04-00500270 Home of Texas A&M University •4 STAFF REVIEW COMMENTS NO. 3 Project: HORSE HAVEN ESTATES PH 2 (FP) - 04-00500270 PLANNING/ENGINEERING Yb Comments 11 thrupecifically apply to Phase 2 & 3 Construction Plans 1. Repeat Comment: The Tax Certificate reflects ownership under Burt & Virginia Hermann. Please revise application to reflect current ownership. 2. Repeat Comment: Our records show that you have paid the Development Permit fee; however, the proper certifications must be signed. The plat application must al o be signed. epeat Comment: Continue sidewalk on south side of Horse Haven Ln to the Appomattox Dr inter: motion, as v�(elll as west of intersection on the north side of Horse Haven Ln. ` y d G� 11 ,w� s,J•�, 11,, w 1! sJ of-Ag A-c, Lug 4. Repeat Comment: This submittal deals with Phase 2. The drawings show much more than Phase 2. Either submit as 2 separate sets or clearly indicate what infrastructure is to be built for phase 2 as well as temporary construction before hase 3 is commenced . , OP-peat Comment: You must provide construction drawings for the portion of Appomattox existing on the property with this plat submittal. If you do not wish to build it at this time you must provide a construction cost estimate and provide a bond for the construction cost. Lepeat Comment: Please see Vl.B.5 of the Drainage Design Manual in regard to pipes 24-inches and less are required to be designed with 25% less cross sectional rea. This corresponds to a 133% increase in design flow. WrrRepeat Comment: Water report shows velocities in excess of 12-ft per second. Please explain because this is in violation of the requirements. 8. Repeat Comment: Show entire ROW line on plans for temporary cul-de-sac easement on Horse Shoe Drive. c c$ Repeat Comment: Please note, no demolition of any infrastructure approved with ��P ase2. Idit Keepeat Comment: Please ensure all construction notes refer to a conform to the CSUDG. ,rVeP ,{� eminder to show all existing easements at affect this property and utilities on construction plans. The easement that to be depicted as existing should b- formerl abandoned thru council .rior to • & Z if not de•ic -• Layl4eminder to provide complete set of pla issing. `''�`'L/ tic!'eminder to provide proposed street gra•e roug out. .7— e -- LL - .Reminder to provide proposed final grade on all utility profiles. / o4- c minder to Sta. all fittings and services. 1,.c tr e ‘96 tgiAminder to label and show sidewalks to be 6ft wide. eminder to provide differentiating line types, label top of ground, and show jroposed grade (specifically on C8, C9, C10). heet C5, depict flood plain on plans, due to the site grading plans showing the grade to slope away from the development. h,A n-fc- NOTE: 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"bi bulad"on your plans. Any additional changes on these plans that have not been pointed out to the City, will constitute a completely new review. 2 of 4 b 19. heet G6, provide additional detail depicting clearance between water line and storm inlets (1-3) and at storm inlet (1-4 provide easement for utility such that there is a minimum of 5ft. from the utility to't a edge of theasement or ROW (same ue on Sheet 010 with fire hydrant at Sta. 5+70.00). r1/1 E s,„tt ,c-„j, (zf-- /Y 4 sheet Cr8l,clarify the extension of the existing water line to where it is proposed. O. hoeet C8, cleanout at Ste. 18+50.00 is labeled as manhole on pr. ' - et C9, provide surface access to storm junction box . nd (J-2 . lip eet C9, provide breakout of lateral storm drain conn tion between storm inlet (I- 4) and junction box (J-2). pile Sheet C10, at Ste. 1+50.00, at least 4ft. of cover required between grade and water line. 1•2'Stheet C10, provide double 45 degree bends in water line to relocate fittings from under pavement at Ste. 3+50.00. dieneet C10, manholes not numbered. heet C10, show detail of street bore across Horse Haven Lane and provid 4 encasement detail (Encasement pipe shall conform to ASTM Specification A134, h.', Mild Carbon Steel, A139, Grade A, or AWWA C200-91 Grade B, butt-welded joints S76/ with entire circumference welded by a certified welder shall be in accordance with Cay, 4 AWWA C200-86 Section 3, also the encasement shall extend 2ft. past the edges c.11 6 i,,f _pavement),; ,,,,4 affSh-- 'provide all flow lines in and out for manhole at Sta 3+74 Cl and Sta. 1+00 C16 -,Arm,. C6,4 k l.+,.a4-€ 1 - Zy2:-/Y- >� eet C11, drop manhole required for 6in. lines on manhole at Sta. 3+74 (C11). •1691P eet C12, show design slope of water and sewer lines prior to Sta. 10+00.00. eet C12, label bend in water line around Sta. 13+00.00. . heet C12, manhole at Sta. 13+80.68 not labeled and manhole at Sta. 12+25.00 isv. ' not depicted on profile view. ll / Sheet C12, show bend in water line on profile at Sta. 13+ 11 ) I)C,”Imo'l 41- /„ � Sheet C14, turnaround needs to be asphalt w' - •etail prove. - •, and temporary�h 5e easement must also be provided. .. c,�,1-1 5 sheet C16, provide contours for area between Sta. 1+00.00 and 6+29.43. .•1.heet C16, provide drainage and sewer easement extending to Sta. 6+29.43 P' 3 ICV heet C16, show detail of storm drainage from Sta. 1+00.00 and 6+29.4- tiLvTMr- c,,.16.. i`le°'IT1eet C16, provide standard manhole tie in detail and notes that it is to be used on existing junction box tie in at Sta. 6+29.43. 1.201.5heet C16, provide grade of 48in. storm sewer pipe. %etheet C19, "Driveway Handicapped Ramp" are located at street crossings, not "Driveway" crossings. Reviewed by: Josh Norton and Carol Cotter Date: January 4, 2004 ELECTRICAL 1. Developer installs conduit per city specs and design. NOTE: 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`buhnled'on your plans. Any additional changes on these plans that have not been pointed out to the City, will constitute a completely new review. 3 of 4 2. Developer provides 30' of rigid conduit for riser poles. Developer installs first 10' City installs remainder. 3. Developer installs pull boxes , secondary pedestal and transformer pads per city specs and design.(pull boxes, secondary pedestal and transformer pads provided by the city). 4. Developer provides easements for electric infrastructure as installed for electric lines (including street lights). 5. Developer will need to provide a temporary blanket easement on property to cover existing electric lines. (This is needed so existing easements can be abandon before the lines are moved or relocated.) Once project is complete and /or final plat is filed temporary blanket easement will be released. Overhead electric lines cannot be removed until underground conduit is installed by developer. 6. College Station Utilities will provide an electric design plan to the developer for the installation of conduit and for necessary easement to be added to final plat. 7. To obtain a copy of the design plan and discuss any of the above electrical comments, please contact Tony Michalsky at 979-764-3438. Reviewed by: Tony Michalsky Date: 1-6-05 0N(7 mcditc.ft' 6 n6,31dkrz,-, r?.►`L� C `C wl" `1 LCt.Gin eAlif /Oa/74n 6&.4z, c/t 47;L-Lt- NOTE: 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 have not been pointed out to the City, will constitute a completely new review. 4 of 4 se • t p FOR OFFICE y�SE ONNLj� 4, AA. l D ' D P&Z CASE NO.: (/tet ` v COLLEGE STATION DATE SUBMITTED: 11--/8--°4 FINAL PLAT APPLICATION (Check one) ❑ Minor ❑ Amending Final Vacatin ($300.00) ($300.00 ($400.00) ($❑400.00) g ($❑600.00 Replat * *Includes public hearing fee The following items must be submitted by an established filing deadline date for P&Z Commission consideration. MINIMUM SUBMITTAL REQUIREMENTS: Filing Fee (see above) NOTE: Multiple Sheets - $55.00 per additional sheet ✓,Variance Request to Subdivision Regulations - $100 (if applicable) /Development Permit Application Fee of$200.00 (if applicable). Infrastructure Inspection Fee of$600.00 (applicable if any public infrastructure is being constructed) Application completed in full. of A. Copy of original deed restrictions/covenants for replats (if applicable). ✓Thirteen (13) folded copies of plat. (A signed mylar original must be submitted after staff review.) VOne (1) copy of the approved Preliminary Plat and/or one (1) Master Plan (if applicable). Paid tax certificates from City of College Station, Brazos County and College Station I.S.D. '✓ A copy of the attached checklist with all items checked off or a brief explanation as to why they are not. Two (2) copies of public infrastructure plans associated with this plat (if applicable). Parkland Dedication requir ent approved by the Parks & Recreation Board, please provide proof of approval (if applicable). rr_vtoo S ovo� Per-1/ Pe . et Date of Preapplication Conference: NAME OF SUBDIVISION 140e6e- f4,4.i .) les-T-Aure 5 P(44S C TMJ z SPECIFIED LOCATION OF PROPOSED SUBDIVISION (Lot& Block) . . 45 WO QP 1-{p4"E(-f*t/E41 APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name 1-&t,l62e& T'Ges r Street Address c2.CS1 4 Tic 197)C.1 cj Cityle4t /1.‘. State Zi Code 777JQ,o E-Mail Address GSI�� & 41100. e'00. �S1�1 Phone Number �qz2 643 —$357 Fax Number(�'7 bq3-- 4 q3 PROPERTY OWNER'S�/ INFORMATION: Name A tt Oc otvZw- Street Address +gap a D Sv o rr e-r City CPC, E S zero State Zip Code "7 70' E-Mail Address Phone Number 4YQ ` 4 Fax Number n - 0O-c950L1 ARCHITECT OR ENGINEER'S INFORMATION: Name & Street Address CQMMC 44 at✓tome City State Zip Code E-Mail Address Phone Number Fax Number 6/13/03 1 of 5 Is there a temporary blanket easement on this property? If so, please provide the Volume 4.44- and Page# Acreage -Total Property i�. QGf e i Total#Of Lots to R-O-W Acreage O. Z7 4Z. Existing Use: V Yi COI tial Proposed Use: g S 'f(,4.( Number Of Lots By Zoning District to /, Average Acreage Of Each Residential Lot By Zoning District: 6-7O i 14` Floodplain Acreage pp KA. A statement addressing any differences between the Final Plat and approved Master Plan and/or Preliminary Plat(if applicable): tJIA- Requested Variances To Subdivision Regulations & Reason For Same: 1,-,O E-- Requested Oversize Participation: A d 6 Pkeiff TZ Total Linear Footage of Parkland Dedication due prior to filing the Final Plat: Proposed Public: ACREAGE: (70 Streets (7 fl Sidewalks # of acres to be dedicated + $ development fee ?Z� Sanitary Sewer Lines # of acres in floodplain e5 3 Water Lines # of acres in detention Ofd" Channels # of acres in greenways NIA' Storm Sewers OR Bike Lanes / Paths FEE IN LIEU OF LAND: Sze. od# of Single-Family Dwelling Units X $556 = $ � (date) Approved by Parks & Recreation Board NOTE: DIGITAL COPY OF PLAT MUST BE SUBMITTED PRIOR TO FILING. The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true, correct, and complete. The undersigned hereby requests approval by the City of College Station of the above-identified final plat and attests that this request does not amend any covenants or restrictions associated with this plat. g. 2 J cis— 0. Sign a and tle ,/ Date P r Acf47/7 6/13/03 2 of 5 LETTER OF COMPLETION CITY ENGINEER DATE: 6l/04 CITY OF COLLEGE STATION COLLEGE STATION,TEXAS RE: COMPLETIONGOF /� FlOY25I_/- i4Jfi, £ST/4TLS Pfr,4.Sf_� Dear Sir: The purpose of our letter is to request that the following listed improvements be approved and accepted as being constructed under City inspection and completed according to plans and specifications as approved and required by the City of College Station,Texas. This approval and acceptance by the City is requested in order that we may finalize any subcontracts and to affirm their warranty on the work. This approval and acceptance by the City of the improvements listed below does hereby void the letter of guarantee for the listed improvements on the above referenced project. The one-year warranty is hereby affirmed and agreed to by_Aajastvc"2.2a2,,ms and by their subcontractors as indicated by signatures below. WORK COMPLETED DATE rr44-r L,.)`c/Z. ro/1/CC. G G-tXM,G✓1G 64(//°6 Owner: Al Lroni OFez,4-, Contractor: ,4ouam/G Com; 0,25 Mailing Address: Address: 410 W7 a 'f,O Hwr 6 _ - l 7l>Z<wD COU-£6L S. • • , Y!0 Signa % �.� Signature' . __..a. /` 1 ACCEPTANCE : • •• ••OVAL City a es nta ve a City Eng nee Revised 10/92/00 FINAL PLAT CASE#{ .-- Q REVIEWED BY LAND MANAGER (ETJ&MINOR PLATS N/A) NAME: p cS .Q ENGINEERING FFI /SURVEYOR: \ D- OWNER: P6 C\N, 0--cC P & Za-?3--05 APPROVED X, DENIED ❑ N/A CONDITIONS OF A MITI r 7 A T - TYPE DATE APPROVED fY i ER SEWER STREETS -'" _ DRAINAGE SIDEWALKS DETENTION/RETENTION ACCEPTED BY PARKS (IF APPLICABLE) OTHER PARKLAND DEDICATION REQUIRED NO O SINGLE-FAMILY O MULTI-FAMILY O OWE FEE IN LIEU OF LAND OWE DEVELOPMENT FEE O DEDICATE LAND OWE DEVELOPMENT FEE O DEDICATE LAND DEVELOP PARK IF REQUIRED: PARK ZONE # OF LOTS/UNITS 0 AMOUN �� ,*� DATE PAID IMPACT FEES REQUIRED YES NO IF REQUIRED: IMPACT ZONE: # OF LOTS/UNITS: AMOUNT: DATE PAID: UTILITY INFORMATION: P INFRASTRUCTURE CONSTRUCTED& APPROVED YES NO N/A LETTER OF GUARANTEE/CREDIT RECEIVED TAX CERTIFICATE: TAKE ORIGINAL COPY TO COURTHOUSE. PLAT WILL NOT BE FILED WITH OUT IT. CHECK WITH NANETTE TO SEE IF THE DIGITAL PLAT HAS BEEN RECEIVED. IF WE HAVE NOT RECEIVED IT HOLD FILING THE PLAT UNTIL IT IS TURNED IN. FILING INFORMATION CONDITIONS OF APPROVAL MET 2 SIGNATURES P& Z CHAIRMAN CITY ENGINEER COUNTY JUDGE (IF APPLICABLE) CITY PLANNER(IF MINOR PLAT) FILED AT CLERK'S OFFICE VOLUME PAGE CALL APPLICANT/OWNER WITH VOL. &PG. #'S RETRIEVED FROM CLERK'S OFFICE SIGNED OFF ON AS/400-THE SEND COPIES TO: O JESSICA KRAMER,P&DS O ONE FOR FINAL PLAT FOLDER(TOSS THE REST IN THE FOLDER AWAY) E-MAILS PLATS TO: Ct TONY MICHALSKY,CSU ELECTRICAL BARBARA STEPTOE,OTIS CID RONNIE HORCICA,POLICE MARK SMITH,PUBLIC WORKS , M (11/11111111111-411111111111111 CITY OF COLLEGE STATION Planning er Development Services 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 MEMORANDUM November 29, 2004 TO: Greg Taggart, MDG, via fax 979.693.4293 17 FROM: Bridgette George, Development Coordinator SUBJECT: HORSE HAVEN ESTATES PH 2 (FP) - Final Plat Staff reviewed the above-mentioned final plat as requested. The following page is a list of staff review comments detailing items that need to be addressed. If all comments have been addressed and the following information submitted by Monday, December 6, 10:00 a.m., your project will be placed on the next available Planning and Zoning Commission meeting scheduled for, Thursday, December 16, 2004, in the City Hall Council Chambers, 1101 Texas Avenue. Two (2) 24x36 copies of the revised final plat; Ten (10) 11x17 copies of the revised final plat; Parkland Dedication in the amount of$5,560.00 must be submitted prior to the filing of the final plat; One (1) Mylar original of the revised final plat; and One (1) copy of the digital file of the final plat on diskette or e-mail to nmanhart@cstx.gov Upon receipt of the required documents for the Planning & Zoning meeting, your project will be considered formally filed with the City of College Station. Please note that if all comments have not been addressed your project will not be scheduled for a Planning & Zoning Commission meeting. Your project may be placed on a future agenda once all the revisions have been made and the appropriate fees paid. If you have any questions Home of Texas A&M University or need additional information, please call Spencer Thompson or myself at 979.764.3570. Attachments: Staff review comments cc: Alton Ofczarzak, via fax, 979.690.2504 Burt & Virginia Herman, via fax 979.694.7835 Case file #04-00500270 NOTE: 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 have not been pointed out to the City,will constitute a completely new review. 2 of 4 A STAFF REVIEW COMMENTS NO. 1 Project: HORSE HAVEN ESTATES PH 2 (FP) - 04-00500270 PLANNING/ ENGINEERING The comments concerning the construction drawings are preliminary. No attempt to review compliance of the construction plans for compliance has been made at this time. ,e Please show all existing easements that affect thisro ert . p P Y Lot 9 is affected by an existing easement. No building permit will be issued for this / lot until the easement is abandoned. '6. The P.U.E. along Horse Shoe Drive can be reduced to 15 feet to coincide with the /side street setback that will be required on Lot 9. 47. The variable width P.U.E. along Horse Haven Lane can be reduced if the sewer line is shifted toward the street. epThe Tax Certificate reflects ownership under Burt & Virginia Hermann. Please evise application to reflect current ownership. 6. Our records show that you have paid the Development Permit fee; however, the proper certifications must be signed. The plat application must also be signed. 7. Please see Section 6.D.4 of the Subdivision Regulations. All utilities have separate plans. The City will allow the street and drainage plan on a single sheet. The sewer Ca / plan is to be on separate sheets as well as the water plan. * 1(' The water line design submitted requires an additional road bore when the north side of Horse Haven Lane has already been supplies with an 8-in water. Why would you incur the cost of an additional bore as well as boring for service taps when the 8- in line is already on that side of the road? Why would you bore the road again when I it is not necessary? A 3-in line can be taken west and the 8-in continued east to p,i, orse Shoe. • :idewalks are required as part of the subdivision regulations. No sidewalks are 0shown on any drawings. A sidewalk is required from Appomattox to Horse Shoe. 10This submittal deals with Phase 2. The drawings show much more than Phase 2. Remove lot lines, infrastructure and other information from construction drawings that do not relate directly to Phase 2. ou must provide construction drawings for Appomattox with this plat submittal. If you do not wish to build it at this time you must provide a construction cost estimate and provide a bond for the construction cost. 12. lease see VI.B.5 of the Drainage Design Manual in regard to pipes 24-inches and less are required to be designed with 25% less cross sectional area. This orresponds to a 133% increase in design flow. 13 gain, show all existing easements that affect this property and utilities on construction plans. 14.Show entire ROW line on plans.-- . e-AAA.—des 4"*•- °{ ""`'"-t G1V 15.Additional easement is required when se er is deeper than Xft. NOTE: 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 have not been pointed out to the City,will constitute a completely new review. Page 3 of 4 • 6-)V /here does sewer system connect to existing system? 17. Sewer report required. 18 Water report shows velocities in excess of 12-ft per second. Please explain because this is in violation of the requirements. 19.Please note, no demolition of any infrastructure approved with Phase 2. 20.Please ensure all construction notes refer to and conform to the BCSUDG Reviewed by: Spencer Thompson & Jennifer Prochazka Date: 11-29-04 ELECTRIC 1. Developer installs conduit per city specs and design 2. Developer provides 30' of rigid conduit for riser poles. Developer installs first 10'. City installs remainder. 3. Developer installs pull boxes and secondary pedestals as per city specs and design (pull boxes and secondary pedestals provided by the city). 4. We will be providing the developer an electric system design plan for the installation of conduit, transformer pads, pull boxes, and secondary pedestals. 5. Developer installs street lighting per city specs and design. 6. Developer provides easements for electric infrastructure as installed per electric design plan. 7. Easements will need to be dedicated per College Station Utilities design plan. 8. Any temporary re-routing of overhead lines for construction purpose will be at the cost of the developer. 9. To discuss any of the above electrical comments and request the electric design plan, please contact Tony Michalsky at 979.764.3438. Reviewed By: Tony Michalsky Date: November 22, 2004 NOTE: 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 have not been pointed out to the City,will constitute a completely new review. 4 of 4 STAFF REPORT Project Manager: Jennifer Prochazka, Staff Planner Date: January 24, 2004 Email: jprochazka@cstx.gov Item: Public hearing, discussion, and possible action on a Final Plat for Horse Haven Estates Phase 2, consisting of 10 lots on 2.37 acres generally located at Earl Rudder Freeway and Horse Haven Lane. Applicant: Greg Taggart, Municipal Development Group, agent for owner Staff Recommendations: Staff recommends approval of the Final Plat. Item Summary: This item is for consideration of a Final Plat in preparation for residential development. The applicant is proposing 10 R-1 Single Family Residential lots. The Final Plat is in compliance with the approved Preliminary Plat and the Subdivision Regulations. Comprehensive Plan Considerations: The Land Use Plan designates this property as Single-Family Residential Medium Density. Appomattox is shown as a minor collector on the Thoroughfare Plan. The applicant has provided sufficient right-of-way for the extension of Appomattox to the northern property. Commission Action Options: The Commission has final authority over the Final Plat. The options regarding the Final Plat are: • Approval • Denial Supporting Materials: 1. Location Map 2. Aerial 3. Application 4. Copy of Final Plat Horse Haven Phase 2 Final Plat (04-270) SAM: This item is for consideration of a Final Plat of 10 Single Family lots. The Final Plat is in compliance with the Preliminary Plat and Subdivision Regulations. LUP: It is also in compliance with the Land Use Plan and Thoroughfare Plan. The plat provides sufficient right-of-way for the extension of Appomattox, a minor collector, to the northern property. Staff recommends approval. CITY OF COLLEGE STATION Planning e5 Development Services CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone (979)764-3570 / Fax (979)764-3496 TO: MGD—Greg Taggart RE: Final Plat for Horse Haven Estates Phase 2 FAX: 979-693-4243 FROM: Lisa Lindgren, Staff Assistant DATE: January 31, 2005 RE: Agenda &Staff Report P&Z Meeting, February 3, 2005 Following this coversheet is a copy of the Staff Report that was prepared for the above referenced project. Please keep in mind that staffs responsibility is to provide the Planning & Zoning Commission with all pertinent facts of a development case, but that staff is not acting as an advocate for the applicants. Therefore, it is in the applicant's best interest to send a representative to the Planning & Zoning Commission meeting to speak on behalf of the proposal. This item is scheduled for the February 3, 2005, Planning & Zoning Commission Meeting. This meeting will begin at 7:00 P.M. in the City Hall Council Chambers., 1101 Texas Avenue. I have included a copy of the agenda for this meeting. Please contact our office at (979) 764-3570 if you should have any questions. Thanks. TRANSMISSION VERIFICATION REPORT TIME : 01/31/2005 13:04 NAME : COCS DEVELOPMENT SER FAX : 9797643496 TEL : 9797643570 SER.# : BROE2J341073 DATE,TIME 01/31 13:03 FAX NO./NAME 96934243 DURATION 00:01: 12 PAGE(S) 02 RESULT OK MODE STANDARD 4,11114 Cm OF COLLEGE STATION Planning d-Devdnpment Services CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES 1101 Texas Avenue South, K) Box 9960 College Station, Texas 77842 Phone (979)764-3570 / Fax (979)764-3496 TO: MGD—Greg Taggart RE: Final Plat for Horse Haven Estates Phase 2 jAx: 979-693-4243 FROM: Lisa.Lindgren,Staff Assistant DA'T'E: January 31,2005 RF: Agenda &Staff Report P&Z Meeting, February 3,2005 Following this coversheet is a copy of the Staff Report that was prepared for the above referenced project. Please keep in mind that staff's responsibility is to provide the R (111:*,11111114 CITY OF COLLEGE STATION Planning er Development Services CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone (979)764-3570 / Fax (979)764-3496 TO: Alton Ofchvzak RE: Final Plat for Horse Haven Estates Phase 2 FAX: 979-690-2504 FROM: Lisa Lindgren, Staff Assistant DATE: January 31, 2005 RE: Agenda Sc Staff Report P&Z Meeting, February 3, 2005 Following this coversheet is a copy of the Staff Report that was prepared for the above referenced project. Please keep in mind that staff's responsibility is to provide the Planning & Zoning Commission with all pertinent facts of a development case, but that staff is not acting as an advocate for the applicants. Therefore, it is in the applicant's best interest to send a representative to the Planning & Zoning Commission meeting to speak on behalf of the proposal. This item is scheduled for the February 3, 2005, Planning & Zoning Commission Meeting. This meeting will begin at 7:00 P.M. in the City Hall Council Chambers., 1101 Texas Avenue. I have included a copy of the agenda for this meeting. Please contact our office at (979) 764-3570 if you should have any questions. Thanks. TRANSMISSION VERIFICATION REPORT TIME : 01/31/2005 13: 07 NAME : COOS DEVELOPMENT SER FAX : 9797643496 TEL : 9797643570 SER. # : BR0E2J341073 DATE,TIME 01/31 13:06 FAX NO. /NAME 96902504 DURATION 00: 00:34 PAGE(S) 02 RESULT OK MODE STANDARD ECM (1*. CITY OF COLLEGE STATION Ptaroting tr Drvel pment Services CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone (979)764-3570 I Fax (979)764-3496 To: Alton Ofchvzak RE: Final Plat for Horse Haven Estates Phase 2 FAX: 979-690-2504 FROM: Lisa Lindgren,Staff Assistant DATE: January 3 1, 2005 RE: Agenda Sc Staff Report P&Z Meeting, February 3, 2005 Following this coversheet is a copy of the Staff Report that wasprepared for the above «.i +1%.t.+ a+eWa rnavnrowle ea;tV iu to nretvicle the r* SUBMIT APPLICATION AND THIS LIST CHECKED OFF WITH 13 FOLDED COPIES OF PLAT FOR REVIEW COLLEGE STATION FINAL PLAT MINIMUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: (Requirements based on field survey and marked by monuments and markers.) 1. Drawn on 24" x 36" sheet to scale of 100' per inch or larger. [K 2. Vicinity map which includes enough of surrounding area to show general location of subject property in relationship to College Station and its City Limits. No scale required but include north arrow. 3. Title Block with the following information: ❑ Name and address of subdivider, recorded owner, planner, engineer and surveyor. ❑ Proposed name of subdivision. (Subdivision name & street names will be approved through Brazos County 911.) (Replats need to retain original subdivision name.) ❑ Date of preparation. ❑ Engineer's scale in feet. ❑ Total area intended to be developed. EIV 4. North Arrow. [K 5. Subdivision boundary indicated by heavy lines. 111/4-6. If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch or larger. [V 7. All applicable certifications based on the type of final plat. ❑ Ownership and Dedication ❑ S• urveyor and/or Engineer ❑ City Engineer (and City Planner, if a minor plat) ❑ P• lanning and Zoning Commission (delete if minor plat) ❑ Brazos County Clerk ❑ Brazos County Commissioners Court Approval (ETJ Plats only) 8. Paid tax certificates. ❑f lD k 9. If submitting a replat where there are existing improvements, submit a survey of the subject property showing the improvements to ensure that no encroachments will be created. ❑W10. If using private septic systems, add a general note on the plat that no private sewage facility may be installed on any lot in this subdivision without the issuance of a license by the Brazos County Health Unit under the provisions of the private facility regulations adopted by the Commissioner's Court of Brazos County, pursuant to the provisions of Section 21.004 of the Texas Water Code. ❑ 011. Location of the 100 Year Floodplain and floodway, if applicable, according to the most recent available data. tig( 12. Lot corner markers and survey monuments (by symbol) and clearly tied to basic survey data. Dir 13. Matches the approved preliminary plat and/or master development plan. SITE PLAN CHECKLIST 4 of 6 Final Plat 4/17/2003 Li:3` 14. The location and description with accurate dimensions, bearings or deflection angles and radii, area, center angle, degree of curvature, tangent distance and length of all curves for all of the following: (Show existing items that are intersecting or contiguous with the boundary of or forming a boundary with the subdivision, as well as, those within the subdivision). Existing Proposed purr Streets. Continuous or end in a cul-de-sac, stubbed out streets must end into a temp turn around unless they are shorter than 100 feet. ❑ Public and private R.O.W. locations and widths. (All existing and proposed R.O.W.'s / sufficient to meet Thoroughfare Plan.) ❑ Street offsets and/or intersection angles meet ordinance. ❑ l/ Alleys. ❑ ❑./ Easements. ❑ A number or letter to identify each lot or site and each block. ❑ Greenbelt area/park linkages/parkland dedication ( All proposed dedications must be reviewed by the Parks and Recreation Board prior to P & Z Commission consideration.) EV 15. Construction documents for all public infrastructure drawn on 24" x 36" sheets and properly sealed by a Licensed Texas Professional Engineer that include the following: ❑ Street, alley and sidewalk plans, profiles and sections. One sheet must show the overall street, alley and/or sidewalk layout of the subdivision. (may be combined with other utilities). ❑ Sanitary sewer plan and profile showing depth and grades. One sheet must show the overall sewer layout of the subdivision. (Utilities of sufficient size/depth to meet the utility master plan and any future growth areas.) ❑ Water line plan showing fire hydrants, valves, etc. with plan and profile lines showing depth and grades. One sheet must show the overall water layout of the subdivision. (Utilities of sufficient size/depth to meet the utility master plan and any future growth areas.) ❑ Storm drainage system plan with contours, street profile, inlets, storm sewer and drainage channels, with profiles and sections. Drainage and runoff areas, and runoff based on 5, 10, 25, 50 and 100 year rain intensity. Detailed drainage structure design, channel lining design & detention if used. One sheet must show the overall drainage layout of the subdivision. ❑ Detailed cost estimates for all public infrastructure listed above sealed by Texas P.E. ❑ Drainage Report. ❑ Erosion Control Plan (must be included in construction plans). 16. All off-site easements necessary for infrastructure construction must be shown on the final plat with a volume and page listed to indicate where the separate instrument easements were filed. Separate instrument easements must be filed prior or concurrently with Final Plat. LV 17. Are there impact fees associated with this development? ❑ Yes l` o [5/ Impact fees for R-1, R-2, & R-3 zoned final plats, must be paid prior to filing. 18. Will any construction occur in TexDOT rights-of-way? ❑ Yes EL. 114 If yes, TexDOT permit must be submitted along with the construction documents. NOTE: 1 . We will be requesting the corrected Final Plat to be submitted in digital form if available prior to filing the plat at the Courthouse. 2. If the construction area is greater than 5 acres, EPA Notice of Intent (NOI) must be submitted prior to issuance of a development permit. 5of6 SITE PLAN CHECKLIST Final Plat 4/17/2003 SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific site/waterway alterations: ACKNOWLEDGMENTS: , design engineer/owner, 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 College Station City Code. Property Owner(s) Contractor CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.) Al,. 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. I, 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 C. I, , certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of floodways and of floodway fringes. Engineer Date D. I, , do certify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest 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 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. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply. 6/13/03 3 of 5 Issue Date : 11/17/2004 TAX CERTIFICATE '�. �, 'ro ,'„ ; Y � � i ,��v�'niu a 4, .: i,,* iFi 'its.. .i., s, - 300EWmJBryan Pkwy Bryan, TX 77803 Ph: 979-361-4470 Fax: 979-361-4491 This certificate includes tax years up to 2004 Entities to which this certificate applies: C2-CITY OF COLL.STAT. G1 -BRAZOS COUNTY S2-COLLEGE STATION ISD r. i. nifii1* Pr perfYgniOitat© t .-,t, \� tt . , t. ijWlcIno 04, -(... , Property ID : 004601-0014-0020 Owner ID : 028530 Quick-Ref ID : R13181 HERMANN, BURT&VIRGINIA Value Information 2710 HORSE HAVEN LN 2740 HORSE HAVEN LN Land HS : $7,500.00 COLLEGE STATION, TX 77845-6043 Land NHS : $24,380.00 Imp HS : $45,650.00 Ownership: 100% A004601 M RECTOR(ICL), Imp NHS : $0.00 TRACT 14.2, MH SERIAL# Ag Mkt : $164,350.00 0005957583A LABEL# Ag Use $2,630.00 26 16275439, ACRES HS Cap Adj $0.00 26.1627 Assessed : $80,160.00 This Document is to certify that after a careful check of the Tax Records of this Office,the following Current or Delinquent Taxes,Penalties,and Interest are due on the Property for the Taxing Entities described above: Ent '144ki .. Fes' TOTAL C2 2004 371.94 0.00 0.00 0.00 371.94 G1 2004 378.75 0.00 0.00 0.00 378.75 S2 2004 1,418.83 0.00 0.00 0.00 1,418.83 Total for current bills if paid by 11/30/2004: $2,169.52 Total due on all bills 11/30/2004 : $2,169.52 2004 taxes paid for entity C2 $0.00 2004 taxes paid for entity G1 $0.00 \\`Ouuwuu„oN..,/ 2004 taxes paid for entity S2 $0.00 1.Np COL.LF0), -. 1111 + • -+ This certificate is issued on regi a ; $,- a ',y m _ estate only. >t does not include o S minerals and/or personal property. • ';o OS�CI0UN� SPECIAL CONDITIONS EXIST ON THIS ACCOUNT, SEE BELOW If applicable,the above-described property is receiving special valuation based on its use. Additional rollback taxes that may become due based on the provisions of the special valuation are not indicated in this document. This certificate does not clear abuse of granted exemptions as defined in Section 11.43,Paragraph(i)of the Texas Property Tax Code. Date of Issue : 11/17/2004 ,+ Requestor : MUNICIPAL DEVELOPMENT GROUP, Li �� '� Ref. Number : BC-2004-003375 FeeePaid $10.$10.00 signature of Authorized officer of the Tax Office Payer _ MUNICIPAL DEVELOPMENT GROUP Page 1 of 1 ©2003 Tyler Technologies,Inc. -41 „ _ ,,, -,„z.z.y, NierilittliellP*'10"#•- 1:,, ic.- " - A totike 4* it 4 1r lis 44 riltno, ,e,,. .... , , ,.. f " ' s. 4 * t.', "il, dipt.A* gm 41.P,,,,4 . st, z _ . . ,; ANY ito i L +r3F^ s i,. " , . Grs9^ r X' Lim OP 40 ill ..01:41, ,444, ,14%.* 0) ,,,, Aik 4. `... . `...p•. «„ . rN"lt:-'‘.:',.,-*--,..,4";4., , V , $'; !e A `.. F J fir I ' i, 4 ' �.:—. , 4,, .rt w.y ° ;s�:ti ! � - . Si" 4.10!''''' u..I4 j . ; �i4, , ; r• - „rt.' 107,4 ". (A f , x,,,2 - : - ^_ fky `f 0 Ay* 04a '4,:,...!' J .a4tk3 4 g«ma €CC _''.*:,71/ 140' 0 4 )firts 4 ,iss _ }r . S i -v ._ t +„ _ ,, '''' Jill 44"4,40 /Vr... :w$ f AteaC ^ r fY-lik + ` , Rt M `✓ _xi - l a mogyti CUi ,,,r.,, •.4,p),„ ,r ), • . ., ..'*,,, 4,, * * ....':' *'‘,.' *- ?it-4k ." 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