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Home My WebLink AboutMisc. JONES & C A R T E R, ' N700 University Dr.East,Suite 110C TEL 979731 8000 ENGINEERS• PLANNERS•SURVEYORS College Station,Texas 77840-1848 FAX 979 846 2893 AUSTIN DALLAS HOUSTON BRENHAM SAN ANTONIO ROSENBERG COLLEGE STATION THE WOODLANDS November 5, 2007 Ms. Brdgette George City of College Station P.O. Box 9960 College Station,Texas 77842 Re: Site Plan 1 Aggieland Dental PKJC Job No. C0019-001-00 Dear Ms. George, Enclosed please find the following for the referenced project: • Site Plan Application including all of the Minimum Submittal Requirements and a check in the amount of$400. Very Truly Yours, Omia• Christina Smith Smart Engineering.Smart SolutionsTM www.jonescarter.com / 9 "e- )1 /(7) JONES. ir & CAR T E R, J ,, 700 University Dr.East,Suite 110C TEL 979 731`8000 :2% ENGINEERS. PLANNERS•SURVEYORS College Station,Texas 77840-1848 FAX 979 846 2893 AUSTIN DALLAS HOUSTON BRENHAM SAN ANTONIO ROSENBERG COLLEGE STATION THE WOODLANDS December 3, 2007 Mr. Matt Robinson City of College Station P.O. Box 9960 College Station, Texas 77842 Re: Site Plan 2 Aggieland Dental JC Job No. C0019-001-00 Dear Mr. Robinson, Enclosed please find the following: • One (1)revised site and landscaping plan. Note that the easement dedication sheet and required documents are not attached and will be submitted separately prior to obtaining a building permit. The following items are addressed: PLANNING (Matt Robinson) 1. The indicated setback lines were changed to 15'. 2. The spelling error was corrected. 3. The NRA application will be submitted separately prior to obtaining a building permit. 4. A portion of the existing curb was made darker and a note added to keep existing curb. 5. The line was removed. 6. A 9'x 6' bike facility was added to the site plan. 7. The width of the sidewalk along the building was changed to 6'and the length of parking stripes was kept the same. 8. Easement lines were made darker. All easements affecting the subject property are clearly labeled on sheet C3. 9. Added. 10. Added. 11. OK Smart Engineering.Smart Solutions T" www.jonescarter.com LANDSCAPING/STREETSCAPING/BUFFER(Matt Robinson) 1. Point information not used was deleted and existing landscape that will be kept was clearly labeled. 2. OK 3. The widths of the driveway and visibility triangle were subtracted from the frontage along Highway 6, which resulted in 175'. The number of trees required should then only be 7. MISCELLANEOUS 1. This is stated in a note on sheet C l. 2. A note was added. ENGINEERING COMMENTS NO. 1 (Josh Norton) io/A letter stating that no detention is required is attached as discussed. ise Added. Added. ELECTRICAL—IMMEDIATE (Sam Weido) 1. -3. OK ELECTRICAL—GENERAL (Sam Weido) 1. — 10. OK FIRE (Steve Smith) 1. Fire lane was removed. SANITATION (Wally Urrutia) 2. OK ADDITIONAL CHANGES 1. A storage building was added to the site plan next to the dumpster. 2. Location of proposed gas line was added to the utility plan. 3. One additional parking spot was added. Very T y Yours, Steve E. Duncan, P.E. sd uncan@jonescarter.com SED/cls CC: Dr. Spence Smart Engineering.Smart Solutions"' www.jonescarter.com P Pledger Kalkomey, Inc. 7020 Coyote Run Bryan,Texas 77808 979-731-8000, 979-731-1500(Fax) K Consulting Engineers www.pkengineering.corn March 12, 2007 Mr. Joshua Norton City of College Station P.O. Box 9960 College Station, Texas 77842 Re : Grading and Erosion Control Plan Lot 3, Graham Corner Development PK Job No . 55607-291 Dear Mr. Norton, Enclosed please find the following: • One (1) 24" X 36" revised grading and erosion control plan. The following items are addressed: 1 . The revised grading and erosions control plan is attached. 2 . Existing utility lines are shown . 3 . Additional copies will be forwarded upon approval . Very Truly Yours, Steve E . Duncan, P.E . sed@pkengineering.com SED/dr Enclosure cc: Dr. Spence Brenham • Bryan • Rosenberg 0 S:\2007\59607-291 AGGIELAND DENTAL-new office TS-01-grading plan.doc ..-�`/J`( �`'' OF ' . 1 This survey was prepared with �1'•.••. T •.• t\ the benefit of a Title Policy �' 0� AR',.1prepared by Brazos County Abstract Company. All easement information applicable to this ;H••A ..... • •S 41��`Q • survey is shown according to `�..90�49� o0•i to this Policy in File No. 144779. BUYER: Spence Family Living Trust, \;tio•3118 fes• Kenneth R. Spence and Roxanne G. Mlcak-Spence �� Being all that certain lot, tract or parcel of land lying and being situated in Brazos County, Texas and being Lot Three (3), Block One (I), GRAHAM CORNER PLAZA, an addition to the City of College Station, Texas, according to plat recorded in Volume 5878, Page 129, Official Records of Brazos County, Texas. I, H. Curtis Strong, Registered Professional Land Surveyor No. 4961, do hereby certify that the above plat is true and correct and represents the results of a survey performed on the ground under my supervision on October 6, 2006. I further certify that no improvements on this property encroach on adjacent property nor do any improvements on adjacent property encroach on this property, except as shown. This property is rte$ located within a 100 - year flood hazard area as depicted from FLOOD INSURANCE RATE MAP NO,48041CO201 D , DATED: FEBRUARY 9, 2000. 1 fe r0. 0 . 0sI> �Yv 2 � S �� h w " I COre\Ve. ' eACey C_1 U 1r /< Cvee a � Ex _ r e t? c,,l_ e cl c o--I i cry, 4 /. () 3 a c 4 CI-L1 Lc" ' Cx ism Teve le?e T .so r v as 2 --- ,4 E-. -4-i ''' Flt c ,- I; 4/ C_0t h e r ,� Qsfr-. en � s .In e r s4e ri c e c-, Nr U � I � Q S c_.,.-;e 111 Sure a JJJIhes it exi.1enc 2 C---" -f---7--r--j'r--. --- I i w. 'c wf ,.. 1uY 1-K Li3.---e) f. I I a s a-0 0 i '-oril . 4 v s l rt. �r ,-,1,‘ E r 1 rwZ / � / 1-16I '' -41. c--_, Mc i, 'PS ,i psTrLz� �,L.per res Lo. - cQ V b Se�� ie 5 art Ih ex.s le c._„/0$--) 0( _Q. ,e_f��q cT3 wi 11 V /. f • - a / �rc �h 0. LleC� / �fl�per �lu J � � ro ' ec� c'� � J be- i i�S�l L7 p r 0 0.S p FROM :AGO IELAND DENTAL FAX NO. :9796931693 Sep. 06 2006 11:22AM P1 \:1 Vileand DentalQ �� 4, Associates P.C. 11) 2700 Earl Rudder Frwy S., Suite 1900 °\r College Station, Texas 77845-5010 (979) 696-4511 Dr. Kenneth R. Spence Dr. Roxane G. Moak-Spence FAX COVER SHEET FAX NUMBER (979) 693-1693 DATE: 9 to o t TO: FROM: SUBJECT; - .► q 3 Ot, COMMENTS:- r[S3• � 4tici rk � I�l e1 ( -f in-14 10�¢ 4 o - r s 5 u.e..S w L L L Ltire. GJ 6 u.. C_ 8_ Ire SS s MRSi V Lie Wvu Q Crr e rn 4. Ka( 4+c oar-k r iSSu�S 41,1. ft.e I jet.--, 1 L pi,• 1--; C.c.s . 0--) 700 2 Pages to follow this cover sheet NOTICE OF CONFIDENTIALITY The information contained in and transmitted with this facsimile is subject to Doctor/Patient privilege anq confidential. It is intended only for the individual or entity designated above. You are hereby notified that any dissemination, distribution, copying, or use of or reliance upon the information contained in and transmitted with this facsimile by or to anyone other than the recipient designated above by the sender is unauthorized and strictly prohibited. If you have received this facsimile in error, notify Aggieland Dental associates by phone at (979) 696-4511 immediately. Any facsimile erroneously transmitted to you should be immediately returned to sender by U.S. Mail or if sender grants authorization, destroyed. If you have any trouble receiving this transmission, please call (979) 696-4511. FROM :AGGIELAND DENTAL FAX NO. :9796931693 Sep. 06 2006 11:23AM P2 A:gi and Dental .. -., -..,..,,..._„:,.11 Asociates P.C. /lid' iii' ' 2700 Earl Rudder Freeway South, Suite 1900 College Station, Texas 77845-5010 (979) 696-4511 Dr. Kenneth R. Spence Dr. Roxane G. Mlcak-Spence T e e.1/4/e i`'—'. 'Zi Pi e e.4:, / / , , i N. CP. / : 00 f,, 1 r....e.,..] .6,.., k), . 1 }} L corse M e ue /ut,v @_.. 174„7 (0 ---"P e. ,p ( (-) ,e.,.. j , Z I 0 f 1; t.e .. r at ,a �.7� vc$ J1 i . +1 ALA�rGSSi .t.. • -3 e.L..,2✓' ) lit I ; ,31 s'7-Q.T ; r4- re.f' K Tr i v.. • LA- )- J-7 e...5e c. I Ty i a ' ct Vi cw ', t sh,r�Io„ •f emet 610(.1i, 4A moo . 11 lo, I v , ) 't nr a 6 a'°n y 4,, .i.---. 44,4i-,,,-,, j e.s"..\--\,- t C-Gr6.. C.D r h , W l e S C: 1 1 @. 5 O. O'+ C CQ r n S s e t...,-e..v e_Q. .S2 v-. e...."� `4 r 0.k L 4L ?. ° v 751 loo( ! - a. f is, iSalte.S OV .ic. IC `..Y"C,e. La..J ._..I-e_c. r., 0. .....01 ' e+ LAN '''h k e.-, \\...1 ‹,: . (1-, , -\- r CC1, L 4 4..c.4-T v. _ 1 0 0 pi.c i 4.\ FROM :AGGIELAND DENTAL FAX NO. :9796931693 Sep. 06 2006 11:23AM P3 and Dental Associates P.C, ,O. %iR 2700 Earl Rudder Freeway South, Suite 1900 College Station, Texas 77845-5010 (979) 696-4511 Dr. Kenneth R. Spence Dr. Roxane G. Micak-Spence -- u..\ i t n.Ox4. (D - - C e l41„. S) 4 Qr rtii.A S' res . i ��i cr�S \,.,)-, v,do t.A.3 leiss -, 6-, Ci.,-,. J ) S 1 ii• a cv, 0. , '� . h I 0 I -T rQSa E" (ye SS di IA K.c..e -c)-1.-&II-, )--)Liv --P,4- 0. el,''`1 lk)V ..c, c 01r a ,1 :,..).,,,_,. 1 0 e e -1-j 04% kdi 2.* _. -fa Y e S -c4A-41A r t fe, ,,. oitti e_ lop e «-.I JONES . 700 University Dr.East,Suite 110C TEL 979 731 8000 J .� ENGINEERS•• PLANNERS•SURVEYORS College Station,Texas 77840-1848 FAX 979 846 2893 AUSTIN DALLAS HOUSTON BRENHAM SAN ANTONIO ROSENBERG COLLEGE STATION THE WOODLANDS December 3, 2007 Mr. Josh Norton City of College Station P.O. Box 9960 College Station, Texas 77842 Re: Stormwater Detention Aggieland Dental JC Job No. C0019-001-00 Dear Mr. Norton, The development of Block 1, Lot 3 of the Graham Corner Plaza plat does not require storm water detention. When the land included in the Graham Corner Plaza subdivision was platted, a portion was given to the City as part of a greenway dedication in exchange for a waiver of the storm water detention requirements. The plat is attached for reference. Sincerely, =—'/E.OF TE, igd'iIl �' 1— .•.*I7 . ,"4,41‘ e STEVE E. DUNCAN Steve E. Duncan, P.E. % . 83 .:. . Vice President iid�'o,�;•.�/cEN •'�`�-r SED/cls tiit roN& _:.:,c '?` cc: Dr. Spence Smart Engineering.Smart Solutions TM www.jonescarter.com AGGIELAND DENTAL CITY OF COLLEGE STATION PK&JC JOB#C0019-001-00 FIRE FLOW CALCULATION CALCULATED FLOW Fire Flow at hydrant Q-122: + OF T1 With 20-psi pressure at Static Hydrant Q-121: ..S Ex�s 'll • '.*III/ Q, =29.83cdD2 Pp r*' ..*10 SIEVE E. DUNCAN e Q, = (29.83)(0.9)(2.5)2/8-'6 = 1,500 gpm '• 83252 i �P 200 .54 th qt•..`CEN Ps — Qf = Qr 1 !�•, ,i `• APs — Pr / i U'' 0.54 Ay* Qf =(1,500)(104 ) =6,237 gpm —20104-98 Where: Q,. = residual flow at the pitot pressure(gpm) Qf = Fire Flow(gpm) cd = friction loss(usually 0.9 for smooth 2.5-in opening) D = diameter of opening in inches(2.5 in most cases) Pp = pitot pressure(psig) Pr = residual pressure (psig) PS = static pressure(psig) REQUIRED FLOW Building Type=VB (Section 602 and 1505 of 2000 International Building Code) Fire Area=4,560 square feet (Section B104 of 2000 International Fire Code) Required Fire Flow= 1,750gpm (Table B105.1 of 2000 International Fire Code) Number of hydrants required= 1 (Table C105.1 of 2000 International Fire Code) RESULTS 6,237 gpm available> 1,750 gpm required = OK 1 hydrants available= 1 hydrant required = OK WICollege Station Utilities Reliable, Affordable, community Owned Date Thursday, October 25, 2007 Time 3:20PM Test completed by Matthew Matcek Witness Sergio Vasquez, Aaron Matthews Location 4030 SH-6 S. Nozzle size 2.5 Flow hydrant Q-122 Pitot reading 80 G.P.M. 1500 Static hydrant Q-121 Static PSI 104 Residual PSI 98 Comments