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HomeMy WebLinkAboutDrawingsv c v E L Cl) 0 m 0 0 CD 3 v N 0 / U 0 rn I 0 I i 0 U 7 "O 0 I C I O O C I LO 0 I 0 N_ Lj- Carters Creek Wastewater EXISTING MATCH Treatment Plant C? ELECTRIC BOX EXISTING GRADE 2200 North Forest Parkway o ELEV ±252.6 TOC/TOP 248.62 College Station, Texas 77845 � N N XISTING PARKIN LO s N N r z5� N N N �' 10 TRANSIT N CURB City of College Station L-01251.91 5 _ �s \ \ `s 24 't 2613 Texas Avenue College Station, Texas 77840 ---_ ° ° b S SND T N ION 251.88 / 249 / TOC 9.35 Phone: 979-776-1000 I ° . -252.5 252:21 0 , i 1 \ ° - 2�2 - - - - - - } \ ti� ?S 2S.2 --._ \ \ ?.g - - - ( / ° s`�s { 1 249.5--- { �Sp 250 TOP 2 / 249 .00 .85 Lockwood Andre S ° .D 292.08 ��252_40 - - - .� •S , ` ( I & Newnem, Inc. 252.20 / 252.19 i 252.45 ° �° 252.8 .. '/ ?3.. l ,� -�+�- ` ' A LEO A DALY COMPANY PLANNING °. 25,2-57 �, 1 / / `s> 1 ` \ 1 "�" I EXISTING ENGINEERING PROGRAM MANAGEMENT e 2 2.31 �` 252.80. _ `- R AINAGE APRO . ° s > 249 I DRIVEWAY W ;> 11 52.6 l..: 1 z �� :- , -- SLOPING FR sem" PROPOSED 250--\.�,.� S DRI EWAY I �' I I END RANS TION 2925 Briarpark Drive EXISTING TRAINING BUILDING J W 253.00 TO -152.64`'i ` > / e AWAY BUILDIN 25 I I TO TO 249.9 249.48 e Houston, T" xas 77042-3720 t �S2 0, t� 1 I \ -FR6 S� S _ _ _ _ �� �° C 250.70 q s 1 Tel 713-266-6900 Fax 713-266-7596 - ,} El - ; -� "� �sR ° s� `PROPOSED LAB/SCADA BUILDING �2 �s I TOP 250.20 I FF=253.00 ` PROPOSED ear 2s \ I ! TOC 251.45 - , 10 T N (TION CURB k. O ��•� \ 1 GE10ATOR PAD \ `'s2 2s� ` (PROPOSED TOP 250.95 \ =o'` ,gyp } EL�V 252.58/ \ \\ �S. sR � PARKING I AREA DRAINAGE APRON X51 \\ / / City of College Station Planning and OPING FORM \ ° 5 \ MAT IH Development Services Departmen FLOWE B 2 \ 252. 7 TO 252.64 S2.S `,,� v� / ISTIN / G DE Submittal Date: AWAY QOM BUILDING ° 2 h �, N N j T Cj( /• P 2 9.50 ISSUED FOR BID /� � EXIST.EP ° I s�� '` S� �� MATCH 5 EXI G G E ?S iso /TO 51_.7 } � �.�' .4 , •� S TOC 252. � ~ .- - EXISTING GRA E s - -- SOP X52.40 _ _ ..� _ TOC/TOP 24"9.83 L 52.5 X252-_ " - - :... ,_ - �' - 10 TRANSITION CURB 10' TRANSITION CURB _i - - _ _ _ ,- - O 0 END TRANSITION ` - _ - - _ -- - _ N 00 U O 0 TOC 252.01 TOP } O' %��� / o END TRANSITION TOC 250.46 o `" D END TRANSITION TOC 252.55 251.51 TOC 252.00 TOP 251.50 251 TOC 252.22 \, TOP 251.72 �Oh `�' o N TOP 249.96 N 0 oo TOP 252.05 PROPOSED C MATCH DRIVEWA - _ �(� END TRANSITION EXISTING GRADE TOC/TOP 252.25 -----_- - 1 � _ -- - _ �25D:5 - - - _ - ---1----"� _ _ - _ TOC 250.21 • REVISIONS _ _ __ _ _ -�-- 5i _. _ TOP 249.71 EXISTING `2s `` �- _ `�' _ � _ -- `---.►.._' _ ""'-= - •"., -.. �, .. ; PARKING 10' TRANSIT( CURB ° ` `� 250.5 _2 2S0 �' \ \ 0V119 - �. �, NO. DESCRIPTION DATE 252 5 - SEE INSET THIS SHEET EXISTING DRIVEWAY 10' TRANSITION CURB 12" LIVE OAK 10" LIVE OA 0 0 14' LIVE OAK 12" LIVE OAK 12" LIVE OAK 12" LIVE OAK 18" LIVE OAK 12 LIVE OAK 0 ° Q MATCH EXISTING GRADE FILE LOG 24" POST OAK TOC/TOP 249.67 VIEWED FOR Manager SMK Design ALO O COMPLIANCE Draw ALO i`'1AY "I 6 2011 Check PW M '15-0 *-..2...:��9M u ..::SY:.ecu- PTR° **.I'M `.s�{'.� O U^i:„�4iE :I I �'3 I'`gtr `�- `� "cE�x.'* e� :3i� '� .: �._:..._:.: - est... bs �x TAT 0 _ OF �\t PROPOSED N N,��`���\\\\ LAB/SCADA BUILDING N END TRANSITION NOTES: ENGINEERINGSTAMP 1 FF=253.00 f TOC 252.62 N TOP 252.62 1. UNIFORMLY GRADE FROM EXISTING ELECTRICAL BOX (ELEVATION 17LF OF 18" i ±253) TO EXISTING SIDEWALK (ELEVATION ±25 .6). i•'�SARAH••' 'KR STA END TRANSITION CURB RIBBON CURB 10 TRANSITION CURB , N N TIE INTO SLAB TOC 252.62 ►� N N TOC 252.62 N a Cn ry TOP 252.62 N BEGIN TRANSITION 2. UNIFORMLY GRADE FROM EXISTING ELECTRICAL ±253) TO PROPOSED SIDEWALK. BOX (ELEVATION ....'96651••••'. 11 0� .<,c •. .. jt1 Fs'• �N It sioN 1 a o� TOP 252.62 Z" � CURB = _ 1 /2 CHAMFER (TYPICAL) 4% a a TOC 252.50 TOP 252.00 LEGEND: ` Lockwood, Andrews & Newnam, Inc. Texas RegisteredFEngineering Firm #4 BAR BE I a + a Q Q .. + a . EXISTING CONTOUR TO REMAIN ' ------- ----- EXISTING CONTOUR TO CHANGE I BEGIN TRANSITION a CURB TOC 252.62 �N PROPOSED PROPOSED MAJOR CONTOUR N DRIVEWAY PROPOSED MIN R CONTOUR 0 20 40 o d a o Q ° ° ' ° ''° ° d - ° ° TOP 252.12 10' TRANSITION CURB -..-- .. EXISTING SWALE TO REMAIN i TIE CURB INTO DRAINAGE APRON cs EXISTING SWALE TO CHANGE 1)1=20j-01) TOC 252.62 ---- - --- PROPOSED SWALE 18I P OP 252.12 2 S2 TOC 252.90 TOP 252.40 % N a N TOC 252.75 's EXISTING PAVEMENT PROPOSED PAV "' MENT I m .: ra ct No. 120-10954-000 5 , n ' 28 -DAY CONCRETE ri - PROPOSED TOP 252.25 EXISTING BUILDING av E ��� CIVIL GgADING PLAN STRENGTH=3500 psi. DRIVEWAY -r"" TOC 252.85 PROPOSED PROPOSED BUILDING �� I M Y \i 6 ,� wj 7 TOP 252.35 PARKING AREA EXISTING CONCRETE � $2y �y1 j e QE�E �� ��; , a K �� . j�up �=� IPROPOSED � � wE�'�._ mKm I - \ RW 3 5 ' s s :. CO ILM r�° s+,f I8" RIBBON CURB INSET -■- PROPOSED FLO ARROW -77 II NOT TO SCALE SCALE: 1" = 10' TOC PROPOSED TOP OF CURB ELEVATION -102 TOP PROPOSED TOP OF PAVEMENT ELEVATION ... •I v SMK v Design ALO v ALO Check PW N STAMP _-%V�\\\\%. O m 1•ti N 0 N LOQ -n 4 0 0- -� 0 U ,v v 0 I 0 C:0 U -v 0 C. I 0 I d- i CD C:) —O I L0 0) O I 0 _1 vim imp —0-0-0— —0-0-0— RMUNRM rar•u. u t';Fxy au,.�..�F 3.`„—:� :w;F; :: r a•.. p a ° D p ° EXISTING FENCE PROPOSED FENCE EXISTING PAVEMENT PROPOSED CURB & GUTTER FIRE LANE EXISTING BUILDING PROPOSED BUILDING EXISTING CONCRETE PROPOSED CONCRETE PROPOSED ASPHALT GENERAL NOTES: 1. ALL DEMINSIONS ARE SHOWN FACE OF CURB TO FACE OF CURB UNLESS OTHER WISE NOTED. 2. PROPOSED FIRE LANES SHALL BE PAINTED RED WITH FOUR INCH (4") WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET (15') APART. 3. STANDARD FIRE LANE SIGNAGE: 1' NOTES: 1. ALL SUBGRADES SHALL BE STABILIZED. 2. FOR SUBGRADES WITH PI > 15 AND % PASSING THE #200 SIEVE > 35%, USE LIME STABILIZATION. 3. FOR SUBGRADES WITH PI < 15 AND % PASSING THE #200 SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND WILL BE DETERMINED BY THE ENGINEER. LIMIT OF MEASUREMENT � 2' FOR ROADWAY EXCAVATION AND STABILIZATION 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE B/C TO B/C (SEE NOTE 5) 2" HOT MIX ASPHALTIC STD. CURB & GUTTER-\\ CONCRETE PAVEMENT SLOPE PER GRADING PLAN.. (VARIES) ;y., .t: 0.: h: '. r:q ..XT Lt•ri .: j::'... •..f.r :'t 771 MIN. 4" HMAC BASE 6" COMPACTED STABILIZED SUBGRADE 98% STANDARD OR 6 CRUSHED LIMESTONE BASE (95% MOD. ASTM -D1557) ASTM D-698 AT A MOISTURE CONTENT BETWEEN 0 AND +4% OF OPTIMUM. NOTE: TYPE "G" EXPANSION JOINTS IN CUB & GUTTER SHALL BE SPACED AT A MAXIMUM D STANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION J01 OTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 2411- 1/ 411 R 4"1/4"R 15' 311 11 1/4"R 511 12� 311 411 6'� 711 • 31 1 °'Z �J 11 311 • 21 1 211 • _ #4 BARS 3/4" X 18" SMOOTH 411 311 EXPANSION DOWELS M, I b , 11, � 9 f Fall • C 1 DRIVEWAY SECTION CURB &GUTTER SETYPICAL A51'//A/.I %C CONCNt."! E I'AVE;NE;VT exisnxc ue aUiwirvc[ PROPOSED WAREHOUSE (3279 SF) XISTIN PAR G 8 PACES\ SELECTI MA€ HOLE it 9.91'20R 6.00' °PROPOSED _ r R5-1 SIGN 9.91' 14R o PROPOSED SEE SHEET � Carters Creek Wastewater Treatment Plant 2200 North Forest Parkway College Station, Texas 77845 City of College Station 2613 Texas Avenue College Station, Texas 77840 Phone: 979-776-1000 Lockwood, Andrews & Newnem, Inc. A LEO A DALY COMPANY PLANNING ENGINEERING PROGRAM MANAGEMENT 2925 Briarpark Drive Houston, Texas 77042-3720 Tel 713-266-6900 Fax 713-266-7596 i City of College Station Planning z nd Development Services Departme t Submittal Date: ISSUED FOR BID PROPOSED R5-1 a SIGN 1g �2 9• , . a. GENERATOR PAD SEE SHEET C-503 —i p ..." FIRE LANE2 , . , ° . a , y�4 48.16 °r�' °d° 1 - .� , OQ h� C-503 0 98 D �, �R N PROPOSED 2" �R A�h D... D w R3-2 SIGN SEE °, h 63.06 .��, :. �o w.. o a ° SHEET C-5)3 " DESIGNATED 2" :: °� 0•s�' oR 6' (TYP.) PROPOSED ', 3' DRAINAGE '`�PROPOSED .m ' PROPOSED ° d 11-6" 1" EXISTING TRAINING BUILDING ' - 2 PROPOSED FIRE R6-1 R SIGN n ASPHALT OR • ° REVISIONS 12 (8300 SF) 22.87 SIDEWALK ° APRON (TYP) ° LANE MARKING {TYP.) SEE SHEET:. p. DRIVEWAY - �, ° ° _:. D NO. DESCRIPTION DATE' 2" : ° SEE NOTE 2 & C-503 ; <�'� _ - _ . __ _ - -_- _ _ __._ _ �_ _� _ _ POSED _ _ PARKING PRO 1" SPEC 02760 v PROPOSED 2 1`'`,,� }...��. LAB BUILDING .. ,. PROPOSED o „,� (2,994 SF) s ASPHALT _ R1-1 SIGN ONLY 2 0---o 0-0-0 o °oY: PARKING AREA SEE SHEET �- o 22" O '�'5 �� (2 SPACES) C-503 y X Ill PROPOSED FIRE F `O' •o ° m' TOW AWAY ZONE 12" LIVE OAK O 0 0-0-0-0-0-0-0-0 170 LF OF PROPOSED `' ° �� LANE SIGNAGE & ° i FENCE SEE DETAIL ° FLOWER,►�� O 90 PROPOSED R7-201 51 D o �: t SHEET C-503 ►� •o •`L o SIGN, SEE SHEET10 ' .0 O C-503 & NOTE 3 t `2 „- 0 THIS SHEET ° ° oD D, ° �R \ t O M: ;�� PROPOSED 4"x10 WHITE FILE LOG Y%. o•. PAVEMENT STRIPE POLE+6.4 PER SECTION 02760 o b� 0 b ° �: is i' ° 3 20R ° °�' 41.88' PROPOSED o ° m,..... KNOX BOPROPOS© D o � O 4 PROPOSED R3 -5R SIGN ASPHALT � p PROPOSED b QQ� p ° SEE SHEET C-503 DRIVEWAY N ° R6 -2L SIGN SEE EXISTING �O� ��'� R a ° b 154 07' SHEET C-503 O 50 Fx PARKING PROPOSED 36' SWING GATE PROPOSED PAVEMENT o PROPOSED SEE DETAILS SHEET C-503 MARKING (TYP.): FIRE ° SEE SHEET . C-503 x HYDRANT �oJ- q� o PROPOSED CURB (TYP) SEE DETAIL ST1=-01 o " o oIEFOR OPS S I F _ IAN o 14" LIVE OAK 12" LIVE OAK 12" LIVE OAK 12" LIVE OA hO 18" LIVE OAK i lAY 16 2011 0 o s u'9 0 0 1211 LIVE OAK O O EGE - TION ° . BM 3 NEIN RIN 1/2 �, 1 N RO o ��- W/ CAP Manager SMK 11 Design ALO Draw ALO Check PW STAMP _-%V�\\\\%. �E OF T��1 .••... ..... SARAH. •KR STA. • j �'• • 96651• ilk, N 1 Lockwood, Andrews & Newnam, Inc. Texas Registered Engineering Firm F-2614 0 20 40 1 11=201_01 1 Project No. 120-10954-000 F N 10211546.395 ° 00 E 3571743.8332 D FOR CIVIL PAVING AND ELEV 252.30' DIMENSIONAL PLAN O 0-0-0-0-0-0-0— OOO p O O ° ° ° S moo, ° ° ° ° o 0 0 0 ° ° ° ° o MAY i6 0110E f s� DE C-1 O1 i qty O r � 0%10 anning i e 0 J 0 O C E Q a, a m 01 N Ln 0 n Ln -o 0 IL rLM ------------ GENERAL NOTES: LEGEND: Carters Creek 1. NORTH ORIENTATION IS GRID NORTH BASED ON THE CITY OF COLLEGE STATION o o o EXISTING FENCE Wastewater Treatment Plant CONTROL MONUMENTS AS DERIVED BY GPS OBSERVATIONS. —0-0--,o— PROPOSED FENCE •� 22U0 North Forest Parkway 2. THE COORDINATES SF SF SYSTEM IS TEXAS CENTRAL NAD83 COORDINATES BROUGHT TO PROPOSED SILT FENCE College Station, Texas 77845 AN ASSUMED SURFACE COORDINATE SYSTEM. GRID COORDINATES MAY BE EXISTING PAVEMENT OBTAINED BY MULTIPLYING BY AN AVERAGE COMBINED SCALE FACTOR OF 0.999894750. PROPOSED PAVEMENT City of College Station 3. THE VERTICAL DATUM IS BASED ON NAVD88. EXISTING BUILDING 2613 Texas Avenue College Station, Texas 77840 4. UTILITIES ARE SHOWN BASED ON DRAWINGS PROVIDED BY OTHERS. CONTRACTOR PROPOSED BUILDING Phone: 979-776-1000 SHALL FIELD VERIFY. EXISTING CONCRETE 5. REINFORCED FILTER FABRIC FENCE SHOWN REPRESENTS MINIMUM STORM WATER .:: >..:..' ::: ; .r .,.:"�: ;' .:...., ' ., > ;..:..;: ,...:. , :' PROPOSED CONCRETE Lockwood, Andrews a POLLUTION PREVENTION MEASURE TO BE IMPLEMENTED AND MAINTAINED BY ' ' ' PROPOSED CONTRATOR LAYDOWN AREA & Newnam, Inc. CONTRACTOR THROUGHOUT ENTIRE DURATION OF CONSTRUCTION. CONTRACTOR A LEO A DALY COMPANY SHALL BE RESPONSIBLE FOR THE DEVELOPMENT AND SUBMISSION OF DETAILED PROPOSED CONSTRUCTION ENTRANCE/EXIT P L A N N I N C STORM WATER POLLUTION PREVENTION PLAN tSWPPP) FOR OWNER AND ENGINEER E N C I N E E R I N G REVIEW PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES, AND SHALL PROGRAMMANAGEMENT COMPLY WITH ALL OTHER APPLICABLE STIPULATIONS AND REQUIREMENTS OF SECTION 01500, TEMPORARY FACILITIES AND CONTROLS, AS THEY PERTAIN TO THE 2925 Briarpark Drive SWPPP. Houston, Texas 77042-3720 Tel 713-266-6900 Fax 713-266-7596 6. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY 1N PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH 1S ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. 7. ALL EROSION CONTROL MEASURES SHOULD BE CLEAN ED_,OF . SILT AFTER EVERY; --- RAIN. - - City of College Station Planning and O 8. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED Development Services Department BY CONSTRUCTION SHALL BE ADEQUATELY HYDRO -MULCHED AND WATERED UNTIL + Submittal Date: GROWTH IS ESTABLISHED. CONTRACTOR SHALL SEED ALL DISTURBED AREAS WITH COMMON BERMUDA, IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 92 O 0 13, HYDRO -MULCH SEEDING, BARED AREAS SHALL BE SEEDED WITHIN 14 ISSUED FOR BID CALENDAR DAYS OF LAST DISTURBANCE. EXISTING LAB BUILDING 9. CONTRACTOR SHALL PROVIDE TEMPORARY SIGN AT CARTERS CREEK WWTP MAIN 3279 sE EXISTING PROPOSED ° ENTRANCE OFF OF NORTH FOREST PARKWAY DIRECTING ALL CONSTRUCTION (2894 SF) WAREHOUSE TRAFFIC TO DESIGNATED CONSTRUCTION ENTRANCE. EXISTING PARKING PROPOSED' DRIVEWAY AND O -- PARKING AREA SIGNAGE _ SEE SHEET C-101 PROPOSED o o — PROPOSED GENERATOR SIDEWALK D PADLLJ N o ❑ , .. ry EXISTING TRAINING) BUILDING (8300 SF ' � Z I' X REVISIONS O PROPOSED LA pQ`� cn w ° NO. DESCRIPTION DATE - -0-0-0 •. BUILDING - � �--- 2994SF..- o ) _ I, �X1S�1NG PPRKING _-- _ElLIGHT \ Q PROPOSED O O PARKING O POLE*_ / \ --__ PROPOSED DRIVEWAY FILE LOG 1 EXISTING O PARKING Manager SMK O \ Design ALO Draw ALO O 12" LNE OAK 10' LIVE 0 74' tY LNE LNE OAK 12° LNE OAK( ° o ° 1T LIYE OAK K TOR LAYDOWN O AREA Check PW ° -•l P _ C.IE 24" POsi OAx o p ° - STAMP �P�E o� rF ttti 0----_--0-0-0-0-0 0— —0-0-0-0-0 �O .00 o° SAFRsA'✓ O___O o ° --` DESIGNATERON RPC0� C IG 0 ...... .A.= • -0 9651 ` O -,o_ O ENTRANCE/DELIVERY ° NsKRo tt SONAL ° _-- O O �_ OC3 I EQ R QUI `Inc. O -- ---�' O_----- O Lockwood, Andrews & ewn , Texas Regist red Firm O �'` 0 i 1n�gineering E3 -r ` _ - 0 40 80 y gg I yrs 1 "=407_O„ MAY "i 6 2011 PROPOSED CLL-� � r5 r Project No. 120-10954-000 CONSRUCTION SIGN, ENGIN -ERING SEE NOTE 9 CIVIL SITE PLAN 10, N, h1A°( `I 6 2011 � r s� C-100 rLM ------------ ------ ---- - I 5A,,11 , (CLARIFIER 00 0 1z. am E ED C-4 0 Q) 0 0— rn C) CD C) Cl) co 0 n I C) CD CD CD LO C> C14 U— ;,"61TY OF COLLEGE STATION ZONING: R-1 )ON A & ZANNE NG: R-1 plMISS ilriim-ffiwes 0 11 CLARAIFIER I AM'\ 3 0 AERATION 0 BASIN 2 LARIFIE 0 A %\ op 0 0 Em 0 0 00 EXISTING PROF OSE ID REHO U E'l 4 BUILDING 0 (32-79 (7 F--�(2894 SF) ..... ........ EXISTING FIRE HYDRANT POP SE EXISTING WATER METER FIRE 50'\sEr BACK � 36' GATE 1M CITY OF COLLEGE STATION =_ =-_ ^�ZONING: A-0 ABOU—EL—KHEIR, RAFEIK ETAL ZONING: R-1 b> WOLF, R;DRI`CK, K \ZONING: R-,-1 OSS, HAYES E ! & MARSHA L ZONING: _R-1 60' EXXON EASEMENT EXISTING PARKING X ER 9 .PROPOSED 8" WATERLINE LIMITS OF)DISTURBANCE/ LIMITS.OF CONSTRUCTION (�zREGORY H & NASIRI, WAHID & ZONI'DEBRA INR G: R- 1 SUSAN L IVEY, RANDLIL ZONING: R-1 GARR14, & MARY ANN STEVEN R & ZONING: R-1 DEESTA J WILSON ROBERT ZONING:!­Rz71_ J & JULIE D ZONING: R-1 i�__ /' __­_ F3 20' Skf-BACK a EDWARDS, MARK & CHRISTINE L SEABURG, ZONING: R-1 HRISTOPHER M & ASHLEY G ZONING: R-1 TURTLE ROCK Loop .'I` PROPOSED DRIVEWAY WOLTERS, FREDDII ZONING: M L CITY OF COLLEGE STATION ell ZONING: A-0 I HEFTEL, SHARI C> ZONING: R-1 .0 CREEL, JIMMY Z_" WARNCKE, lRUSSELL W RAY & CYNTHIA 27 !-ZONING: R-1 ZONING: R-1 ;" � < ED 00 0 1z. am E ED C-4 0 Q) 0 0— rn C) CD C) Cl) co 0 n I C) CD CD CD LO C> C14 U— ;,"61TY OF COLLEGE STATION ZONING: R-1 )ON A & ZANNE NG: R-1 plMISS ilriim-ffiwes 0 11 CLARAIFIER I AM'\ 3 0 AERATION 0 BASIN 2 LARIFIE 0 A %\ op 0 0 Em 0 0 00 EXISTING PROF OSE ID REHO U E'l 4 BUILDING 0 (32-79 (7 F--�(2894 SF) ..... ........ EXISTING FIRE HYDRANT POP SE EXISTING WATER METER FIRE 50'\sEr BACK � 36' GATE 1M CITY OF COLLEGE STATION =_ =-_ ^�ZONING: A-0 ABOU—EL—KHEIR, RAFEIK ETAL ZONING: R-1 b> WOLF, R;DRI`CK, K \ZONING: R-,-1 OSS, HAYES E ! & MARSHA L ZONING: _R-1 60' EXXON EASEMENT EXISTING PARKING X ER 9 .PROPOSED 8" WATERLINE LIMITS OF)DISTURBANCE/ LIMITS.OF CONSTRUCTION (�zREGORY H & NASIRI, WAHID & ZONI'DEBRA INR G: R- 1 SUSAN L IVEY, RANDLIL ZONING: R-1 GARR14, & MARY ANN STEVEN R & ZONING: R-1 DEESTA J WILSON ROBERT ZONING:!­Rz71_ J & JULIE D ZONING: R-1 i�__ /' __­_ F3 20' Skf-BACK a EDWARDS, MARK & CHRISTINE L SEABURG, ZONING: R-1 HRISTOPHER M & ASHLEY G ZONING: R-1 TURTLE ROCK Loop .'I` PROPOSED DRIVEWAY WOLTERS, FREDDII ZONING: M L CITY OF COLLEGE STATION ell ZONING: A-0 CARTER CREEK WASTEWATER TREATMENT PLANT Raintreo Park :> kl_" 4 e� 1'4 Central Park QQ creek GAJ vAAfE71 Top, 2813 JADE LEGE STATIO Pop 52, 456 r Carters Creek Wastewater Treatment Plant 2200 North Forest Parkway College Station, Texas 77845 City of College Station 2613 Texas Avenue College. Station, Texas 77840 Phone: 979-776-1000 Lockwood, Andre" 7 &Newnam,lnc. A LEO A DALY COMPANY PLANNING ENGINEERING PROGRAM MANAGEMENT 2925 Briarpark Drive Houston, Texas 770.42-3720 Tel 713-266-6900 Fax 713-266-7596 N.T.S. City of College Station Planning and Development Services Department EWF 0;` Submittal Date: REVI E D COMPLIANCE ............ Np sf MAY 116 2011 ISSUED FOR BID COLLEGE STATION GENERAL NOTES.' ENGINEERIN PROPERTY LEGAL DESCRIPTION: R_ 1 TRAFFIC IMPACT AILYSIS FOR NON—RESIDENTIAL CARTERS CREEK WASTEWATER TREATMENT PLANT DEVELOP 0 "DISPOSAL PLANT" LABORATORY BUI ING BEING CONVERTED TO A004601, M RECTOR (ICL), TRACT 103, "K, DEVELOPMENT N REQUIRED. EXISTING 55.2844 ACRES, NRIA WAREHOUSE/STORAGE FACILITY AND REPLACED ZONING: A-0 WITH PROPOSED LABORATORY BUILDING; JTHEREFORE, NO ADDITIONAL TRAFFIC FLOW TO THE SITE VIA NORTH FOREST PARKWAY WILL OCCUR AS A RESULT OF THE PROPOSED BUILDING BEING CONSTRUCTED. 2. ZONING: A-0 J 3. TOTAL PARCEL AREA. 55.28 AC. REVISIONS 4. DISTURBED AREA WITHIN PARCEL 1.55 AC. NO. DESCRIPTION DATE 5.-, PROPO LAB�E�LIILDING*-- 2994 -SF-- - S8D 6. ALL ROOF AND GROUND—MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT—OF—WAY OR RESIDENTIAL DISTRICT "J I� WITHIN 150' OF E SUBJECT LOT, MEASURED P. ) FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL. BE COORDINATED WITH THE BUILDING ARCHITECT AND SCALED TO MAINTAIN A UNIFIED APPEARA 1 CE. 7. EXTERIOR BUILDIAND SITE LIGHTING SHALL MEET THE STANDARDS OF SECTION 7.10 OF THE FILE LOG UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT Manager SMK SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY Design ALO 14 i PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE Draw ALO MOUNTED IN SUCi A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS Check PW ANY PROPERTY LNE. 8. SEE SHEET C-103 FOR WATER AND SEWER STAMP DEMANDS. OF 111 9. PROPOSED LAB E ILDING: ..... . ... ... SIZE 82'- " x 42'-7" SARAH KR STA ... OCCUPENC CLASSIFICATION: TYPE 11—B ........... . . i .......... VJ 9665 .:,Q- . 4V CONSTRUC71ON MATERIAL- STEEL FRAME < Ve" /C,�N W CMU WALLS• SPRINKLER ( SYSTEM NOT REQUIRED %\"S'/ON Lockwood, Andrews & Newnam, Inc. 10. NO PORTION OF THE PROPOSED LAB BUILDING IS Texas Registered Engineering Firm LOCATED WITHIN THE 100—YEAR FLOODPLAIN. F-2614 THE FEMA FIRM MAP FOR THIS SITE IS 48041CO163D. FEMA FLOOD ZONES 0 100 200 ZONE AE SPECIAL HAZARD AREAS I — NEW INUNDATED BY 100—YEAR FLOOD. BASE FLOOD ELEVATIONS DETERMINED. 1)1=100 —0 Or ZONE X ER FLOOD AREAS. AREAS r7 OF 500 —FEAR FLOOD; AREAS OF Project No. 120-10954-000 100 —YEA FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PI OTECTED BY LEVEES FROM 1004EA y CIVIL OVERALL SITE PLAN q Z04E X U � �, U P. DET RMI IRE !r -,-YEAR F DID ON 2, N MAY 76 7— E G � U kVy �Ul 1UN < P'IV 6 11ENT C-000 < �X,� N�, PLAT MUD J. 117 ^fto ning i e mi 4,5 c1b I HEFTEL, SHARI ZONING: R-1 CREEL, JIMMY I WARNCKE, lRUSSELL W RAY & CYNTHIA 27 !-ZONING: R-1 ZONING: R-1 ;" � � t , CARTER CREEK WASTEWATER TREATMENT PLANT Raintreo Park :> kl_" 4 e� 1'4 Central Park QQ creek GAJ vAAfE71 Top, 2813 JADE LEGE STATIO Pop 52, 456 r Carters Creek Wastewater Treatment Plant 2200 North Forest Parkway College Station, Texas 77845 City of College Station 2613 Texas Avenue College. Station, Texas 77840 Phone: 979-776-1000 Lockwood, Andre" 7 &Newnam,lnc. A LEO A DALY COMPANY PLANNING ENGINEERING PROGRAM MANAGEMENT 2925 Briarpark Drive Houston, Texas 770.42-3720 Tel 713-266-6900 Fax 713-266-7596 N.T.S. City of College Station Planning and Development Services Department EWF 0;` Submittal Date: REVI E D COMPLIANCE ............ Np sf MAY 116 2011 ISSUED FOR BID COLLEGE STATION GENERAL NOTES.' ENGINEERIN PROPERTY LEGAL DESCRIPTION: R_ 1 TRAFFIC IMPACT AILYSIS FOR NON—RESIDENTIAL CARTERS CREEK WASTEWATER TREATMENT PLANT DEVELOP 0 "DISPOSAL PLANT" LABORATORY BUI ING BEING CONVERTED TO A004601, M RECTOR (ICL), TRACT 103, "K, DEVELOPMENT N REQUIRED. EXISTING 55.2844 ACRES, NRIA WAREHOUSE/STORAGE FACILITY AND REPLACED ZONING: A-0 WITH PROPOSED LABORATORY BUILDING; JTHEREFORE, NO ADDITIONAL TRAFFIC FLOW TO THE SITE VIA NORTH FOREST PARKWAY WILL OCCUR AS A RESULT OF THE PROPOSED BUILDING BEING CONSTRUCTED. 2. ZONING: A-0 J 3. TOTAL PARCEL AREA. 55.28 AC. REVISIONS 4. DISTURBED AREA WITHIN PARCEL 1.55 AC. NO. DESCRIPTION DATE 5.-, PROPO LAB�E�LIILDING*-- 2994 -SF-- - S8D 6. ALL ROOF AND GROUND—MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT—OF—WAY OR RESIDENTIAL DISTRICT "J I� WITHIN 150' OF E SUBJECT LOT, MEASURED P. ) FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL. BE COORDINATED WITH THE BUILDING ARCHITECT AND SCALED TO MAINTAIN A UNIFIED APPEARA 1 CE. 7. EXTERIOR BUILDIAND SITE LIGHTING SHALL MEET THE STANDARDS OF SECTION 7.10 OF THE FILE LOG UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT Manager SMK SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY Design ALO 14 i PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE Draw ALO MOUNTED IN SUCi A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS Check PW ANY PROPERTY LNE. 8. SEE SHEET C-103 FOR WATER AND SEWER STAMP DEMANDS. OF 111 9. PROPOSED LAB E ILDING: ..... . ... ... SIZE 82'- " x 42'-7" SARAH KR STA ... OCCUPENC CLASSIFICATION: TYPE 11—B ........... . . i .......... VJ 9665 .:,Q- . 4V CONSTRUC71ON MATERIAL- STEEL FRAME < Ve" /C,�N W CMU WALLS• SPRINKLER ( SYSTEM NOT REQUIRED %\"S'/ON Lockwood, Andrews & Newnam, Inc. 10. NO PORTION OF THE PROPOSED LAB BUILDING IS Texas Registered Engineering Firm LOCATED WITHIN THE 100—YEAR FLOODPLAIN. F-2614 THE FEMA FIRM MAP FOR THIS SITE IS 48041CO163D. FEMA FLOOD ZONES 0 100 200 ZONE AE SPECIAL HAZARD AREAS I — NEW INUNDATED BY 100—YEAR FLOOD. BASE FLOOD ELEVATIONS DETERMINED. 1)1=100 —0 Or ZONE X ER FLOOD AREAS. AREAS r7 OF 500 —FEAR FLOOD; AREAS OF Project No. 120-10954-000 100 —YEA FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PI OTECTED BY LEVEES FROM 1004EA y CIVIL OVERALL SITE PLAN q Z04E X U � �, U P. DET RMI IRE !r -,-YEAR F DID ON 2, N MAY 76 7— E G � U kVy �Ul 1UN < P'IV 6 11ENT C-000 < �X,� N�, PLAT MUD J. 117 ^fto ning i e mi 4,5 c1b