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DrawingsME P;cr->F= v ► C%S �.,t ►1t ESToN� ® Image Copyright 2004 R.L. Payne 8 Associates. Inc. LI row F- G/S.ST -s b, V-t IE-� r� \ ee. � zee ® Image Copyright 2004 R.L. Payne 8 Associates, Inc. 05 `emu t ee, (zeeK Scenario: Base M 1` 1 -3 L O P C� 1 -4 - 0-1 O -1 rn C L 1 -8 P -7 j -- — {� 1 -7 Title: Southwest Crossing at Bee Creek Project Engineer: Alton G. Rogers untitled.stm Gessner Engineering StormCAD v5.5 [5.5003] 05/28/05 04:26:00 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 LEGEND 1. REFER TO C1.2 FOR OVERALL SITE DIMENSIONS. EXISTING CONTOUR i 2. ALL ACCESS EASEMENTS ARE DESIGNATED AS PROPOSED CONTOUR PRIVATE EASEMENTS AND ARE TO REMAIN. 340 I, BUILDING OFFSET LINE WATER LINE - - - - - '\ 3. WATER METERS SET IN BLANKET ESMT. ADDITIONAL ESMTS. REQUIRED PRIOR TO ABANDONMENT OF SANITARY SEWER LINE - ♦ - - „- BLANKET ESMT. SILT FENCE °" 0 4. NO GAS IS REQUIRED FOR THIS DEVELOPMENT. TELEPHONE TOP OF CURB TC TO OF PAVEMENT TP 2 3 P AND DATA SERVICE SHALL BE PROVIDED AND COORDINATED - - Lessner UNDERGROUND ELECTRICAL WITH THE LOCAL SERVICE COMPANY. ' R AERIAL ELECTRICAL 5. WATER AND SEWER DEMANDS ARE AS FOLLOWS: WATER METER Q EXIST. 20' P.U.E. Building A - 55 GPM g... Building B - 90 GPM Engineering Building C - 55 GPM 6. THE LOCATION OF ALL TRANSFORMERS ARE APPROXIMATES FOR PLANNING PURPOSES ONLY. THEY SHALL BE SET UNDER SS _ SS SS - SS - SS - 1712 Southwest Ste / a THE EXISTING BLANKET EASEMENT AND NEW EASEMENTS EXIST. 8° SAN. SEWER College 107 6, Te us 776844 0 SHALL BE WRITTEN PRIOR TO ABANDONING THE BLANKET P.O. Box 10763. 77862 -0763 979.680.8840 (Ftwne) N EASEMENTS. 979.680.8841 (Fax) Z 7. ALL SANITARY SERIVE LINES SHOWN ON THIS PLAN ARE 6' I -gessnerengineefing- SCH 40 PVC. SERVICE LINE SLOPE SHALL BE NO LESS THAN �- EXIST 5 R.O.W. 0.50 % NOR GREATER THAN 12.30 % FOR ALL SERVICE LINES. m DEDICATION 8. THE RAODWAY SHALL BE REPAIRED AS APPROVED BY THE TEXAS DEPARTMENT OF TRANSPORTAION AND THE CITY OF Y 3: COLLEGE STATION AFTER THE INSTALLATION OF THE 12 °X6° m o TEE AND GATE VALVES. THE PIPELINE WORK SHALL BE y i ENCASED IN CEMENT STABILIZED SAND TO A MINIMUM OF I 12 INCHES ABOVE THE TOP OF THE LARGEST PIPE. THE 5!T \ REMAINDR OF THE TRENCH SHALL CONSIST OF TYPE A, I m N GE Za GRADE 3 CRUSHED LIMESTONE COMPACTED TO 95% OF BLOCK 1 LOT 5-A - -- 3 ALTON G. nOGEaS 1. STANDARD PROCTOR DENSITY (ASTM 6698). A MINIMUM FOUR AGS INVESTMENTS, L.L.C. y 50833 c OF 2 INCHES OF TYPE D, ITEM 340 HOT MIX ASPHALTIC 5937/115 CONCRETE SHALL BE INSTALLED AS THE SURFACE COARSE. L I C 3`S�OH A L �aG� 9.675 Ac. ZONED G7 BEGIN PHASE III _ DE VELop ME M - - - i,. END OF PHASE I DEVELOPME _ _ _ _ 3; 3 / RIED ELE T LINE _�- - - - - _ _ - -- r I FOR BID & - -'L PR 6 _ ❑ PERMIT PROPOSED20' I I I _ w g ELECT.EASEMENTI I I � _ 1y CV ENaCY a w a= 3 ML \ 5 0 ¢ 0 rn E, G OP 5/ F cl w a \F IOtAER x a z< P. TRANSFORMER, SCREENED I I AS REQ'D BY CITY OF COLLEGE U STATION. REF. AIE1 ❑ PHASE' BUILDINGA 3 �� w w PHASEI ss SSSF 6000 s/ _ I BUILDING B 6,1.'PL z 9000 sf -y ��` - LOCAL BENCHMARK O F !� I TOP OF FIRE HYDRANT UJ ELEV.= 298.42 / n / REMOVE EXIST. 3 `/, V J POWER POLE REMOVE EXIST TO REMAIN V ALVE /� 0 POWER POLE Gy pN ACV . r i SFAp 555 / _ ___...... ._... P. O. N \L \U 3 E. BUILDING sl - E �I NT .. Z N � / Z REF. LANDSCAPE PLAN COP PHASEI E IST. VAC SS Y1 \F BUILDINGC � I ASE - 6000 I f FOR IRRIGATION METE= / \ s ` / Z w � 3 V W 0_ ° IRF I LLI 1rz - 5 _ N.pl\L w r 1 �I 1n - W _ SS NJ Z ZD\iE 1 R INSTALL 6X6 W T E I wll U ° � 4� E)uS7 50' ACCESS It - _ - - - W W 55 �409T > U END W/2 U REMOVEBiRELOCAYE an may I _ WV r /\ O EASEMENT I W �EXIS1.8'WA7ER SS 55N SEWERSS -- 1635`B550`W _ a 6 GATE VALVES >' EXIST HYDRANT G • ,V W - SS _� 57.8' 9AA 13 - TO�HA 11 PAD SITE Z w - -� W 5 5 SS _ - BLIND FLANGE - - PROF W "1�R 1 IR �' - - SS - - APPROX. LOG. UJ CD - W SS EXIST 20' PUE _ w W M - 10 REMAIN IRRIGATION METER. J PROVIDE TAP 9 MT EXIST. SAN PROVIDE TAP FOR SS AND W REF. LANDSCAPE PLAN CO G pRR \E 0(10 8 VALVE �I SEWER MH OFF EXISTING LINES I O J 23pNE CA " FOR WATER SVC. TO REMAIN TAPS SHALL BE A MINIMUM N 4 O PRQP SED20' INSTALL 6X6 TEE OF 9 FEET APART. a PUE INSTALL 6° W/ STD CITY OF CS FUTURE a Q GATE VALVE FIRE HYDRANT PHASE II I ASSEMBLY SEE CITY I I PAD SITE f° OF CS DETAIL Wi -01'I r Issue Dale: PROVIDE SS TAP "� ♦ w 05116/05 T N G MAINTAIN 9' SEPARATION y � \ _ FROM WATER LINE '' 0 Q 0 0 �l y. I Project Number. a _ FUTURE PHASE II PAD SITE I .G� Q Q'�� : 6xisrso Acc �. � - ti ,�� � 04 -0324 r EASEMENT d rN 1 a 1/L° IRF y2�Q Drawn By: 12 ��g V ° IRF _ - `J 4150 DAL I ti - - Checked By: GR Revision: -EXIST 30- ':AGGE \ EASEMENT 1/2° IRF 14988 _ ' - 0 1/2'1R_/ _ . W __ W W _... _. •'.. .. _._ _ N 29 °41'04° W 2_ W W -- W -- W W W W ): W 0 INSTALL II - BEND w W W EXIST. 12° WATER W/ 6° GATE VAL E w W W W W W Q INSTALL 12'x6' TEE R.O.W. VARIES WELLBORN ROAD (FM 2154) W/ 12' GATE VALVE (AVG. WIDTH 80') UTILITY PLAN UTILITY PLAN C3 . 1 A SCALE 1 - =30' Sheet:6 of 8 wm.- Za �U «w Ema 0 +00 0+50 1+ 7+ 305 295 285 275 POTABLE W A SCALE 1' =30' H, 1' =1 ATER PROFILE 0' V V ou',V p,No S ee( s * POTABLE WATER PLAN 2+ 0 305 wm Z� t ++ U aFw Ems 1+ 50 2+00 2 +50 3 +00 3 +50 4 +00 305 295 295 285 28! 275 27! 1 9 p EXIST GROUND w Z aE m W KK JO Z N J XIST. GROUND J LLB, of EXIST. PAVEMENT �F-m MAINTAIN mm�ZJm a oo O WELLBORN RD. mLLmw 4' COVER ^w�m>o H W rm� H INSTALL 6' 11.25 MJ HO m h Fpm m '¢t7J � �('1FLL O BEND 8 6' TE V LVE MJF EXIST. 8' WATER LINE O PROP. 6' WATER LINE C CLASS 200 DR74 �� Qo �Y-J INSTALL 6" -11.25 MJ BEND O� +m (MEETII IG AW WA C -909 STD) INSTALL TAP g� m 6X6 MJ TEE INSTALL BEND 8 VALVE. 6' PVC CLASS 200 R14 J TEE 8 STD. rAH ii mZ (AW WA C -909 STD) ET B,D,15.1 nm CIT POTABLE W A SCALE 1' =30' H, 1' =1 ATER PROFILE 0' V V ou',V p,No S ee( s * POTABLE WATER PLAN 2+ 0 305 wm Z� t ++ U aFw Ems 1+ 50 2+00 2 +50 3 +00 3 +50 4 +00 305 295 295 285 28! 275 27! 1 9 p EXIST GROUND w Z aE m W KK JO Z N J J LLB, of Wo �F-m mm�ZJm a oo O maa mLLmw ^w�m>o H W rm� H (7J r(7 Z3F-LL mf rC7 mF HO m h Fpm m '¢t7J � �('1FLL POTABLE W A SCALE 1' =30' H, 1' =1 ATER PROFILE 0' V V ou',V p,No S ee( s * POTABLE WATER PLAN 2+ 0 305 wm Z� t ++ U aFw Ems 1+ 50 2+00 2 +50 3 +00 3 +50 4 +00 305 295 295 285 28! 275 27! 1 9 00 ALTON G. ROGERS Fy; f'CE HSCO.4? I O.AL fa FOR BID & PERMIT Zap J w' EXIST GROUND m W KK JO MENT �F-m --- - EXIST — GROUND mLLmw NS ALL 8X6 mmx Z Jm O MJF EXIST. 8' WATER LINE O 6' P C CLASS 200 DR74 �� Qo �Y-J Sj� O� +m (MEETII IG AW WA C -909 STD) O� m g� m O +� INSTALL BEND 8 VALVE. Q Q m W H Nro?�(71 -u mF fiX6 J TEE 8 STD. rAH ii mZ SEE SH ET B,D,15.1 nm CIT F.H. ASSEMBLY 00 ALTON G. ROGERS Fy; f'CE HSCO.4? I O.AL fa FOR BID & PERMIT LEGEND EXISTING CONTOUR - -- -- - PROPOSED CONTOUR 340 BUILDING OFFSET LINE - -- ----"— WATER LINE W SANITARY SEWER LINE SS SILT FE —SILT Lessner PROPOSED SED WOOD FENCE — gym — µ ill TOP OF CURB TC TOP OF PAVEMENT TO Engineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763,771142-0 63 979.680.8840 (Phase) 979.680.8841 (Fax) www.gessnerengineari g. Zap J w' m W KK JO �F-m mLLmw mmx Z Jm O }�l-m gm O �� Qo �Y-J Sj� O� +m NJ Jm N V +m O� m g� m O +� LIJ Q Q m W H Nro?�(71 -u mF ml- rAH ii mZ Q C <ryg m a lo, nm r v, v' U QQ POTABLE ATER PROFILE W C 0 = SCALE 1' =30' H, 1' =10' V W I..i. I U w m o F" AN PRCV U) V w� N � .1'4 \ -SO i HUGH18n1P - - _ - -- - - -- - -� -- i � ti W D J �iGNe X / a ?¢r PROPOSE- -- D "WATERLINE ss mss ss — — — _ REF CIS5�1 w w ss s� - 55 s� _ — - - — — Issue Dale: µtENoA0 ^ I 05/16105 CAR 790 , ZONE C" W INSTALL 6" GATE VALVE Project Number Q 04 - 0324 -- ELOCATE HYDRANT THIS LOCATION Drawn B AINTAIN MIN. 8' SEPERATION FROM N EXIST. SAN. SEWER MANHOLE DAL — \ m a s\ O REMOVE EXISTING Checked By: — - FIRE HYDRANT AGR \ - -- FROM THIS LOCATION Revision: 1 /2' IRF '�1/2" IRF 0 rv> a \ \ Q 1/2" -- 1 /2"IRF 149.88 N 29 °41'04 w PLAN & PROFILE w —w —w —ww —w —w —w w —w —w — p POTABLE WATER PLAN C 5 . 1 Sheet: 7 of 8 LEGEND EXISTING CONTOUR - -- -- - PROPOSED CONTOUR 340 BUILDING OFFSET LINE - -- ----"— WATER LINE W SANITARY SEWER LINE SS SILT FE —SILT Lessner PROPOSED SED WOOD FENCE — gym — µ ill TOP OF CURB TC TOP OF PAVEMENT TO Engineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763,771142-0 63 979.680.8840 (Phase) 979.680.8841 (Fax) www.gessnerengineari g. 2­ 4 - – — 4 " RAD.� 15' -y I -6" y, 1 • • #4 BARS CONT. &_/ 3" CLEAR, TYP. NOTE: EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, PTs, AND PC's. TYPE "B" CONTROL JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. nCURB DETAIL NTS 12" 12" 4" RAD. • • #4 BARS CONT. &, 3" CLEAR, TYP. RAD. NOTE: EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, PT'S, AND PC's. TYPE "B' CONTROL JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. nLAY DOWN CURB r NTS SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: LIGHT BROOM FINISH WITH GROVES (1/2" DEEP, 1/4" TO 3/4" WIDE, SPACED 2" APART). GROOVED AREA INDICATES LIMITS OF COLORED CONCRETE. RAMP SHALL BE "DARD BRICK RED" (SHEPLERS OR EQUIV.) IN COLOR USING AN INTEGRAL COLORED CONCRETE MIX WITH A MINIMUM COLORATION RATE OF 20 LBS. PER C.Y. NO COLOR AT DRIVEWAYS. PROJECT LOCATION _ - -48.2' _— _— __482' I .. .._ 135.8' __ _ — 251 O CONSTRUCTION.' 0S ED 12' WIDE PROPOSED 12' WIDE, > EL RATION LANE DECELERATION LANE rn T__ — — — — — — — — — — — EXISTING LEFT TURN LANE WELLBORN ROAD — — — — — — — EXISTING SOUTHBOUND LEFT LANE — — — _ — — — — _ _ — — — — — — — — — — — — — — — — — — EXISTING SOUTHBOUND RIGHT LANE EXP. JT. & SMOOTH DOWEL BARS @ 12' C-C (TYP). _T VARIES AS REQ'D BY TAS 1 CONC. SIDEWALK IWOP 11 CURB HEIGHT VARIES (TYP) 1: BACK OF CURB �H /C ACCESSIBLE RAMP V NTS SMOOTH DOWEL BAR 3 / 4 " 112" 0 @18' C-C (COATED W / HEAVY GREASE) SEAL WITH JOINT MATERIAL NON - EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. EXPANSION JOINTS TO BE PLACED AT 50' MAX SPACING OR AS DENOTED ON PLANS " 5" PAVEMENT - USE #3 REBAR @ 14' O.C. OR #4 REBAR @ 18" O.C. 6" PAVEMENT - USE #4 REBAR @ 18' O.C. X =6" IN FIRE LANE AND DUMPSTER AREA, 5" IN ALL OTHER AREAS EXPANSION JOINT C' NTS NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. EXPANSION JOINTS TO BE PLACED AT 50' MAX SPACING OR AS DENOTED ON PLANS NOTES: 1. REF. TXDOT STANDARD DETAILS TCP(2 -5) 03 FOR LONG -TERM RIGHT LANE CLOSURE. 2. REF. TxDOT MUTCD FOR SPACING AND DELINEATION OF TRAFFIC CONTROL DEVICES AT LANE CLOSURE FOR 45 MPH SPEED LIMIT. The seal appearing on this document was authorized by Alton G. Rogers, P.E. 50833 on May 27, 2005. TRAFFIC CONTROL ° rvTs REINFORCING BARS REF. A/C2.1 FOR REINF. AS REQ'D (SEE NOTE) SAW CUT 1 1/4" DEEP IN SLAB NOTES: EXISTING CURB & GUTTER TO 284.3' TO C OF - -- -- ----- 92.0'TAPER 72.0' 3000 psi) i SOUTHLAND ST (APPROX) H NITS STREET SECTIONS ONLY. RETURN CURB TO HAVE A 3. CONTACT CITY PUBLIC WORKS DEPT. AT (979) 764 -3690 LIMIT! PRIOR TO PLACING CONCRETE. rN EXIST. CURB & GUTTER AT RADIUS POINT TO BE REMOVED 2 H/C ACCESSIBLE RAMP PROF ', SLOPE AS NEEDED TO PROVIDE SLOPE 1:12 MAX CONC. SIDEWALK TW ACCC MATCH t OF EXIST. GUTTER r� p 30' R. EXIST. BASE & PAVEMENT -- R 6" E HBOUND RIGHT LANE Cj12 EXISTING NORTHBOUND LEFT LANE PROJECT LOCATION _ - -48.2' _— _— __482' I .. .._ 135.8' __ _ — 251 O CONSTRUCTION.' 0S ED 12' WIDE PROPOSED 12' WIDE, > EL RATION LANE DECELERATION LANE rn T__ — — — — — — — — — — — EXISTING LEFT TURN LANE WELLBORN ROAD — — — — — — — EXISTING SOUTHBOUND LEFT LANE — — — _ — — — — _ _ — — — — — — — — — — — — — — — — — — EXISTING SOUTHBOUND RIGHT LANE EXP. JT. & SMOOTH DOWEL BARS @ 12' C-C (TYP). _T VARIES AS REQ'D BY TAS 1 CONC. SIDEWALK IWOP 11 CURB HEIGHT VARIES (TYP) 1: BACK OF CURB �H /C ACCESSIBLE RAMP V NTS SMOOTH DOWEL BAR 3 / 4 " 112" 0 @18' C-C (COATED W / HEAVY GREASE) SEAL WITH JOINT MATERIAL NON - EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. EXPANSION JOINTS TO BE PLACED AT 50' MAX SPACING OR AS DENOTED ON PLANS " 5" PAVEMENT - USE #3 REBAR @ 14' O.C. OR #4 REBAR @ 18" O.C. 6" PAVEMENT - USE #4 REBAR @ 18' O.C. X =6" IN FIRE LANE AND DUMPSTER AREA, 5" IN ALL OTHER AREAS EXPANSION JOINT C' NTS NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. EXPANSION JOINTS TO BE PLACED AT 50' MAX SPACING OR AS DENOTED ON PLANS NOTES: 1. REF. TXDOT STANDARD DETAILS TCP(2 -5) 03 FOR LONG -TERM RIGHT LANE CLOSURE. 2. REF. TxDOT MUTCD FOR SPACING AND DELINEATION OF TRAFFIC CONTROL DEVICES AT LANE CLOSURE FOR 45 MPH SPEED LIMIT. The seal appearing on this document was authorized by Alton G. Rogers, P.E. 50833 on May 27, 2005. TRAFFIC CONTROL ° rvTs REINFORCING BARS REF. A/C2.1 FOR REINF. AS REQ'D (SEE NOTE) SAW CUT 1 1/4" DEEP IN SLAB NOTES: EXISTING CURB & GUTTER TO 1. DRIVEWAY APRON SHALL BE 6" (28 - DAY CONCRETE STRENGTH= BE REMOVED - REPLACE STREET 3000 psi) SURFACING AS NEEDED 2. ASPHALT APRONS SHALL BE ALLOWED ON OPEN DITCHED H NITS STREET SECTIONS ONLY. RETURN CURB TO HAVE A 3. CONTACT CITY PUBLIC WORKS DEPT. AT (979) 764 -3690 _ 25' MIN. TO 40' PRIOR TO PLACING CONCRETE. THRU RAMP EXIST. CURB & GUTTER AT RADIUS POINT TO BE REMOVED H/C ACCESSIBLE RAMP SLOPE AS NEEDED TO PROVIDE SLOPE 1:12 MAX CONC. SIDEWALK TW ADEQUATE DRAINAGE MATCH t OF EXIST. GUTTER 6' @ 1/4 " PER FT EXIST. BASE & PAVEMENT -- R 6" I TYPE "D "EXP. JT. DEFORMED TIE BARS ELEV. = T/C ELEV. + 3" #3 X 12" OR #4 X 18 ", 18' O.C. FOR TIE TO CONCRETE TO #3 BARS @ 12" O.C.E.W. OR - CONCRETE PAVEMENT ONLY SECTION A A #4 BARS @ 18" O.C.E.W. TYPE "G" EXP. JT. EXISTING CURB & GUTTER TO A BE REMOVED - REPLACE STREET NEAT SAW CUT SURFACING AS NEEDED PROPERTY LINE H NITS VARIES RETURN CURB TO HAVE A REMOVE CURB _ 25' MIN. TO 40' ROLL FACE DIMINISHING THRU RAMP AT RADIUS POINT 15'MIN. RAD. H/C ACCESSIBLE RAMP SLOPE 1:12 MAX CONC. SIDEWALK TW SLOPE 1 14'rER FT. TYPE "G" EXP. JT. 1" EXISTING CURB & GUTTER TO BE REMOVED - REPLACE STREET NEAT SAW CUT SURFACING AS NEEDED COMMERCIAL DRIVEWAY H NITS NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. EXPANSION JOINTS TO BE PLACED AT 50' MAX SPACING OR AS DENOTED ON PLANS " 5' PAVEMENT - USE #3 REBAR @ 14" O.C. OR #4 REBAR @ 18' O.C. 6" PAVEMENT - USE #4 REBAR @ 18' O.C. X =6" IN FIRE LANE AND DUMPSTER AREA 5" IN ALL OTHER AREAS CONSTRUCTION JOINT V NTS 5 ' 1:50 MAX #3 BARS @ 12" O.C.E.W. OR #4 BARS @ 18" O.C.E.W. - VARIES I "A" CONCRETE psi) (4" THICK MIN.) SAWED OR FORMED, SEAL W/ XPANSION JOINT MATERIAL, MIN. DEPTH" _ r A SIDEWALK CONTRACTION JOINT NOTES: 1) SIDEWALK PLACEMENT VARIES WITH EACH PROJECT AND WILL BE DETERMINED BY THE ENGINEER. 2) DOWEL IN AND TIE TO ANY CONCRETE STRUCTURES ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, ETC) W/ #3x12" BARS @ 12" C-C OR #4x12" BARS @ 18" C-C. 3) LIGHT BROOM FINISH, CONTRACTION JOINTS TO BE TOOLED 4" DEEP @ 4' INTERVALS. EXPANSION JOINTS @ 60'C-C. TYP. SIDEWALK X =REF. A/C2 1 FOR PAVEMENT THICKNESS (EXIST. GAS STATION 4 179.8' _- __._ _.. __ �" 31.3' LU 4 Gessner 3 Engineering N 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) _ — _ — — _ =80.8841 (Fax) www.gessn— gineering.com OF ........... ALTON G. ROGERS DRUMS SPACED AND fs (iOE 00 G 2� 7 TAPERED AS REQ'D. S�oN�L 1.N REF. TxDOT MUTCD , TYP. CONC. PAVEMENT NEW CONCRETE PAVEMENT EXIST. ASPHALT PAVEMENT @ ACCELERATION/ DECELERATION LANE (6' THK. 28-DAY CONCRETE @ WELLBORN RD. PANE psi) #3 BARS @ 12" #4 BARS @ 18" 6" COMPACTED, STABILIZED SUBGRADE AS DIRECTED (98% STANDARD ASTM D698 ±2% OF OPTIMUM MOISTURE CONTENT) K SECTION NEW LANE CONSTRUCTION FOR CONSTRUCTION ( T _ Z W . < VJ u 0 , 0 = W LV U �e z �-- W 0 W O� < �U W m J O J V! O Issue Date rruleu rvuniuei. 04 -0324 Drawn By: ­­ . y AGR Revision: 0 GENERAL DETAILS I C5.2 Sheet: 8 of 8 EXIST,8' SAN. SEWER Gessner Engineering $ 79680.8840(Pho T '. I , - - -- 23.0' 1712 Southwest Pky, Ste 105 CUT EXIST. CUR College on Texas 77840 - 825.0' g MATCH E %IST. AND METAL FRAME GATE W/ WOOD SLATS R480 - PHASE 11 URB (DEVELOPMENT - - __ - P.p. Box 10763 77842 -0763 9 y � '� R12.0' R6.0' yN' - -I CB PAVEME T 9ne) 1. F Al TALL COBBLESTONE SCREEN WALL 25.0 py PHASE (DEVELOPME _ �S d` - - y� -- -�-1+� q ' 8 � 97.6808841 (Fax) ' .gessnerengineering.cwn PAINTED TO MATCH WALLS BY SUPERIOR 25 FIRE LANE CONCRETE PRODUCTS AS PER CITY OF I �� COLLEGE STATION @ DUMPSTERS. -- WILLIAM HUNT HUNT RESTATES BY CIT Y BE SCREEN E S 'D 5 or AE - . �^ 6343' - ..11000 F T E +� THE SCHICK ADDITION REF A/E1 TRANSFORMERS - ,n P2 p J P �- ZONED Gi asam aawss ic oxsTauc.nx�� - �R33 . l� R5. "• 'A� 5 8' TALL'COBBLESTONE' SCREEN M �� � EHO -c - 185 I m E � R4.0' D 0' ^' 3 ¢ x G. Roc 5 WALL BY SUPERIOR CONCRETEt r� 4335 �, R5.0' R2.0' �� $ 0 PxLTO5083C [ =�W ...I. - ..I 48' FIRE LAN R12. �' c°+ fs PRODUCTS @PROPERTY LINE _ a ,FNS fNo LOT e'd. Z R12.0' LOCATION 1328• 11 _ Zq ° I ON1L r - - _ - 6.858 ACRES _ _ 8... o p •��� " _.. �' A r �� AADID6 -�. \ T PROJECT \ <� - _ p \ 3.0' - � -2 f z5 6.Sa 20 2 0. 7.92' FOR BID & X °� R20 0.0 PERMIT _ �- I _ 48 FIRE E RADIUS 1 rn r'o 400, v _ - 73.00 R33.0' 59.79 1 �s. 8 �. - � 4 of � / R12.0 � W.89' I �� LOCAL BENCHMARK 26 FIRE LANE PHASEI jl � 25.00' Z 'i� {` , 51 �0' .0' ❑ I ✓ 6000 BUIL Retail R2.0' Q h FIRE HYDRANT - TOP GLEV = 298.42 HARVEY MITCHELL PARKWAY \ 117 59 0' 'o 4 ' 9 35'39'26' E Z AppROX.74)6'AL � ONG 22.76 R3 /. 0 -. -.. ' pROPERTJ`L MODEL 4H 6-UNIT BICYCLE PHASE I 7.00` TYP. STRIPED H/C O W R45'0' LOT 1 - RACK BY DERO OR EQUIV. BUILDING B " 5.00' -C:. I m I G zl 2 `4 TRAVELWAY II ; 1 I 1` 79 ACRES B ONE UNIT PER BUILDING 9000 s/ RetaA 0 ' �' k� 9 'TYP. H/C N / I I �- R14.0' �- I R12.0' 14.48' 155.00 PARKING I I r 4110 p J 9 STRIPING I m `` rR 9' TYP. G I Z 0 2 HIC R2.0 W L 00 600 800 1000 FEET L 1 I - 102.W S BU I L D I NG C �"� PARKING ' C N - N �' Il ° FS 1 E ' 1 ' :± 6000 Sf RetaN' 25 FIRE LANE R2 $ MATCH EXIST. � /1 / a SCALE R -� r ) A CURB Cn GRAPHIC 9' TYP H/C C w = 1 d °liO' EX STp IN PAVEME T VICINITY MAP ''8 2000- PARKING 13'6 , A 14.47 I �0' _ N 4 24' -�- Q 2 i3 2 C D 2500 R20 �* \15787- MATCH EXIST. W N 4? 'i R12 0' VY R11.5' OT TO SCALE W r '. N2Q W 196. 14501, 3(09' . ��144, / $� PAVEMENT NOTES: C R12.0' R1.0 171 R120 __ V 1) OWNER/DEVELOPER CONTACT INFORMATION: W ILSO N 149 _ ' _ _ 1. ie �. B 8 W / ; F MR. HUNTER GOODWIN NVO'H RI P J „ I .� R2.0' 1 A o f I 1 W 72' IR 311 CHIMNEY HILL 210,E �' 25.00 _ R2.0' . - WI ��- W N 35 °35'50" W 149.77;., O COLLEGE STATION, TX 77840 7. , I 2) THERE ARE NO DRIVEWAYS WITHIN 400 OPPOSITE OR ADJACENT 'i' R2.0' _ ��b(t$9' - '212.0' y- R2 W ROLL DOWN CURB / W TO PROPOSED OR EXISTING DRIVES ONTO WELLBORN ROAD. ZONE R R11o' R12 'r 9 - I�r� 'ry g' WATER - @ PROPERTY LINE ' 3) REFER TO C3.1 FOR LOCATIONS AND DIMENSIONS OF ACCESS q _ '�.�r 2 Y $ 1. EASEMENTS. R2 0 '." R1 I .5 BIDE SETBACK 0' - 1 0"$ / EXIST 8" SAN. SEWER EXIST. 20' P.U.E. 4) MATCH EXIST. PAVEMENT AT PROPOSED ACCELERATION AND 9 0� A �, / - DECELERATION LANES ALONG WELLBORN ROAD. '' _��= 9' TYP.'H/C 5) PROVIDE LAY DOWN CURB AT WELLBORN ROAD ENTRY ISLAND TO . fEN {;PR ".. STRIPING', FACILITATE EMERGENCY LE ACCESS. C EXIST. FIRE HYDRANT VEHICAFR 24 p(1 00 1 - - - -- - 6 REF. B/C5.2 FOR TRAFFIC CONTROL PLAN ALONG WELLBORN E N T 28' FIRE LANE Z. " tON TO BE REMOVED .1 189.77' ROAD DURING PHASE 1 CONSTRUCTION. • REOCATED REF A/C3 a EXIST. / " - N - - p3,0L. .1 p _ - BLDG. - d UJ 7) THE SUBJECT PROPERTY IS CURRENTLY ZONED G1 THE ZONING OF _ - 2800' -' SIGNAGE N GE BY - % p rorvr+e 6 TO 8 FOOT TALL 1 ,� PROP. 20' P.U.E. e"o THE PROPERTY ADJACENT TO PROPOSED PHASE III CONSTRUCTION SOLID CONCRETE - -- 71 r V' OTHERS 3 _ / J IS ZONE R -1. OR MASONRY < 20.50 1S L:i _ 118.93' - T m - �+ m J h BLOCK 1 LOT 5-R .�- O ) L PROPOSED BUILDINGS IN PHASE I ARE PLANNED FOR RETAIL USE. SCREEN WALL 8 AL n - - rn - 1- 24.00 THE SCHICK ADDITION TYP:S STRIPED H/C „� O 9) ALL PAVEMENT AREAS TO BE CURBED AS REQUIRED BY THE BRYAN- (. NIF PHASE II TRAVELWAY y COLLEGE STATION UNIFIED DESIGN GUIDELINES, SPECIFICATIONS, 10 d `? JAY PAT ON O/ v AND DETAILS. REF. X/Y.Z FOR DETAILS. t2 °- K. PLAT 867/731 .. to _ ,� \ may _ - 10) REF. ARCHITECTURAL PLANS FOR STRIPING AND PAINTING NOTES N 987/244 ZONED G1 I R12.0' v QO1 (n Q U • , 12.00' __. 14.03' ? U -' Q AND DETAILS. J ® �.,..;- 12.13' -__. ft12A .. __ O R12.0 R12.0' - REMOVE EXIST. CURB SIGNAGE KEY: 29.8' " - ' 0���Or -'^ I66U6 Dale: $- 92.98' V 39.55 - ry - 138.54 - 1 _ � �$ j y o-h`� 03/29/0$ Q STOP \ \ > / I Ri RiT.0 . 1 20' FIRE LANE R1 .0' ) - ~� Project Number R9.0' R15.0' QB NO LEFT TURN 04 -0324 C HANDICAP PARKING SIGN a ZONE G1 T _ -- ' O � Drawn B Q \ o ' a,\ R48. o REMOVE 8 REPLACE 2500 II _ AL y 0 ONE WAY ° m 20 FIRE LANE ft4.0 E %(STING PAVEMENT f"' 'l 25 BUILDING SETBACK _ o _ _... .1 25 BUILDING SETBACK ✓ Ur Checked 8 QE DO NOT ENTER _ ". "" y: AGR i 1) COORD. STREET SIGNAGE WITH CITY OF COLLEGE STATION. �- R25.0' 149.88 12' ACCE RATION LANE R25 0' ` 12' DECELERATION LANE ' <• RCVISIOn. - _.... _.... REF. A/C5.2 FOR TYP _ R6. R1.0' N 29 °41'04' W EXI 2 �f�l 1213' W ' W ST 12' WATER W CURB AND GUTTER DETAIL W _ 33 .6 1 _ _ ._ - W -_.. .. -_ -�_. _ ".. __ _... _ 196.14' W EXIST ._ REMOVE BREPLACE EXIST. CURB 222.14' Q T. 12' WATER r _ REMOVE EXIST. CURB _ MATCH EXIST.: AVEMENT - - - 1 -- MATCH EXIST. PAVEMENT - 0 WELLBORN ROAD (FM 2151) R VARIES Q (AVG, WIDTH 80') LEGEND SITE PLAN - EXISTING CONTOUR - - -- PROPOSED CONTOUR - 34 BUILDING OFFSET LINE LAN PARKING ANALYSIS WATERLINE SITE P - v - SANITARY SEWER LINE - SS SCALE: 1 " =30' SS - /� ■ A TYPE: SF: REQ'D: PROVIDED: - I SILT FENCE -SILT- SILr- PHASE C 21000 84 +6 HC 86 +7 HC pROPOSED WOOD FENCE �"�' -'^- TC C The seal appearing on this document was authorized by Alton G. Rogers, P.E. 50833 on May 27 2005. _ TOP OF PAVEMENT TP Sheet: 3 of 8 - EXIST,8 SAN. SEWER Gessner Engineering -. 23 0• II 1712 Southwest Pky. Ste 105 R.0' 25 _UT College Station, Texas 77640 _ S MATCH EXIST. - 9 EXIST PHASE II DEVELOPME w - CURB B PAVEME T 979 680.8840 (Phone) 763 � � 0 PHA SE IOEVEL OPMENT P,i 4 . 8 I 979680.8841 IF-) 6' TALL'COB8LESTONE SCREEN WALL I 5.0 www gessnerengineeritg. can AND METAL FRAME GATE W/ WOOD SLATS R48.0' g9 83' PAINTED TO MATCH WALLS BY SUPERIOR I� ZS' FIRE LANE R12:0' R CONCRETE PRODUCTS AS PER CITY OF 81 I COLLEGE STATION @ DUMPSTERS. BLOCK/ TRANSFORMER, TYP OF THE SCHICK ADDITION - REF A/E1. TRANSFORMERS WILLIAM B. HUNTER ESTATES TO BE SCREENED AS REOD _ _ S 1E . rE 35 or H HUNTER GOOD WIN BY CITY OF COLLEGE STATION $� y � ZONED G7 e vo NV V Sem sT � �':m Es R33R5.0� / 7 ]ON C. FOGEPS °.. TALL C08BLES70NE'SCRF }EN E ` :` 18 r _ - R4.0' 8' 50833 WALL BY SUPERIOR CONCRE E \ - 4335' _ R2.0 48'FIRE LAN o F4,E��ENSEO PRODUCTS @PROPERTY LINE -- _. - . v `� �US - - -- 872.0' - �....... 6.858 ACRES PROJECT _.. _. .. .. -.. LOCATION - - -' -_� - .. /� y. _ 13.28' 92' 4.00 7] \ -� 2 3o 65 o z FOR BID & / / PERMIT zs 20 ' R2 0 0.0 \ \ \ 48' FIRE E RADIUS 1 I I 00' - 9.1 R33.0 9' �, N I is �. B @9• 1 -(,, g I 17.89, `. - / 12.0'j E3 a R3 50 / `^1yy q�I =190' I____ ❑ 1 - BUILD NGIA R2.0' ' w $ ELEV.= BENCHMARK OV "1 • 2 RE 25 E f - m t- -R2.0' ilo m TOP OF FIRE HYDRANT L 298.42 R2. 6000 sf Reta HARVEY MITCHELL PARKWAY OX. 7dfi' ALONG 22.76' �- 117 59 I y 35 3 _ In 9 II APPROPERTYLINE 5.0 •,: )DEL 4H 6 -UNIT BICYCLE PHASE I S z 7 OtY- - w R45?' LOT 1 E R .CK BY DERO OR EOUIV. BUILDING 8 e_ - _ 25_00' TYP. STRIPED H/G E 79 ACRES 8 O.E UNIT PER BUILDING 30.00- TRAVELWAY 13 1 9000 sf R to 1 _ _ _ TYP. HIC _ 9 R12.0' 14.48' _ - 15500' - - = 1 r PARKING �I e' - vC?:OPo�ID ` R2.0 - PARKING 0" T 0 200 400 600 800 1000 FEET y - J 296 _ - MATG EXIST. �W 10 PHASE I I y R2.0' N/ C 5 RIP/ t 1 - 1 HE /n U) BUILDING C L0 UA CURB V J GRAPHIC SCALE 3NER 2 %% 6000 sf Retail i 25 FIRE LANE - ''�- I Vrl I I I I X2.0' '-� I / I 250'�� REMOVE 8 REPLAgE U Q Q qp0 9' TYP. H/C o - \ V I .// - EXISTING PAVEMENNNT VICINITY MAP 2 ° °° PARKING _ - ° B NOT TO SCALE 2q 2fi -� �..,. 1 4 7 - - LU N r 1 ' N 2� W 196.8 - � ° I 1 R12 0 ''�, - 2 8 5'I MAT 3S I 4 I ' 4 24' C I I I . I 145 1. 1 3 @g �`' ''.1447 ,AI. ��. 'i f / C i , D I� 1 ' I I I 9 • -� 2500 R20 ..a. >� _,15.20 _ J.. 9i 21' PAVEMENT NOTES: 812.0' - t75 t. i R72 Er - � VV F ° rz•IIR T i 1) MR. HUNTEREGOODW INFORMATION: 11@ Vv Vv L 311 CHIMNEY HILL 2 0. `, �� O C O COLLEGE STATION, TX 77840 2oNE 1 I I I �k\ I R 0'' . $ W W I 1 2500' 1 _�- W N35 °35'50 149.77' ^ 2) THERE Iv �''� -,,_ 1 - E ARE NO DRIVEWAYS WITHIN 400 'OPPOSITE OR ADJACENT R2.0 W ROLL DOWN CURB / TO PROPOSED OR EXISTING DRIVES ONTO WELLBORN ROAD. ZONE R R11.0' �9� I ro @ �. -� i' R720 W *�I I S' WATER @ PROPERTY LINE / / y ! II �./ r/ , / 3) REFER TO C3.1 FOR LOCATIONS AND DIMENSIONS OF ACCESS \. - -_- R2 0' t j� 7.5' SIDE SETBACK / �' I W EASEMENTS. R12.0' / .d''' i EM 8" SA SEWER N.. EXIST. 20' P.U.E. H EXIST. PAVEMENT AT PROPOSED ACCELERATION AND /', / 1 / , I 4) MATC /� v � ) DECELERATION LANES ALONG WELLBORN ROAD. 5 N �� A i i 9' TVP'ti,/C V J E - _.' STRIPING,., FACILITATE EMERGENCY VEHICLE ACCESS. •/ �!`,, �' G 5) PROVIDE LAY DOWN CURB AT WELLBORN ROAD ENTRY ISLAND TO IA. 8� 1h. - G pS UJ W ER \ Z 00 1 EXIST . FIRE H YD RANT -� \� �� T � 6) REF. B/C5.2 FOR TRAFFIC CONTROL PLAN ALONG WELLBORN ° E N, TO BE REMOVED IL 28' FIRE LA'IE 189 `m°. EXIST ✓'I I 1 \ / , / I + / (� 20 11 a . yT 1 <3 v ROAD DURING PHASE I CONSTRUCTION. N RZ.O' RELOCATED REF. A/C3.1 > _ ra S I r BLDG. "/ �- O 7) THE SUBJECT PROPERTY IS CURRENTLY ZONED C-1. THE ZONING Of 6 TO 6 FOOT TALL m en SIC NAGS BY I �• r SOLID CONCRETE PROP. 20• P.U.E. mrs 28'0 \ \ m W THE PROPERTY ADJACENT TO PROPOSED PHASE Ill CONSTRUCTION 3 m OTHERS y amen y � 3:� IS ZONE R -1. OR MASONRY 20 50 118.93 rn 1 J' h a �„ BLOGK 1 LOT 5-R 8) ALL PROPOSED BUILDINGS IN PHASE I ARE PLANNED FOR RETAIL USE. SCREEN WALL r+ 24'00 'iYP - m N -��� /\ \• -./ I 5 THE SCHICK ADDITION :3: STRIPED �C 9) ALL PAVEMENT AREAS TO BE CURBED AS REQUIRED BY THE BRYAN- ^ N m .�• ��\ / p NIF / @. PFIASE II - 'RAVELWAY Y I / /. `.. \ In O COLLEGE STATION UNIFIED DESIGN GUIDELINES, SPECIFICATIONS, N �.Q � JAY PATON pLAT 867!731 rn ' i" � O AND DETAILS. REF. X/Y.Z FOR DETAILS. 1Y 'm KRAAK " .' -1 �`� p� W "• - I 10) REF. ARCHITECTURAL PLANS FOR STRIPING AND PAINTING NOTES G , .N 987x244 ZONED C-1 R12.0 ~ �~ AND DETAILS. I y\ ✓ m 1-�C s ��� 12.13' - r 12.00' 1403 O - 12.0' R12 .. ,� / ,�.. Q �i 0 / ti I Issue Date: SIGNAGE KEY: N 29.8' 92.98' 138.54' REMOVE EXIS 03/29/05 T. CURB I �`.� O Y Q h s I 1 �'. j -�� � \ / �- �/ ��'� I Project Number. QA STOP 1 R72 39 .0' O'FIRE LANE 1 .0' R15.0` i /' R12. iy R9 0 / / i = Q' I 04 -0324 Q NO LEFT TURN P ZONE G7 R37.0 0 ° o, ... ..... .. � / ' �' O '. �I Drawn By: o O C G SIGN HANDICAP PARKIN q� { ' Q , R48. EXESTIING PAVEMEN E ' - 22,5y0�0'� ,/ _ DAL 0 ONE WAY 20 FIRE LANE R4.0 0 25' BUILDING SETBACK `Y L; I l .... 25 BUILDING SETBACK o _... / j �� �� I � Checked By: QE DO NOT ENTER AGR 11) COORD. STREET SIGNAGE WITH CITY OF COLLEGE STATION. 12 ACCE RATION LANE, R25 ` R25.0�'� 149.88 I. - 12'DECELERATIN LANE eVISIOn. O REF, A/C5.2 FOR NP. R- R W VV 12.13' � R6.0' N 29 °41'04' W 2 W EXIST 12' WATER I CURB D GUTTER DETAIL - W W 33 .6 1' -- 196.14' REMOVE 8 REPLACE -- 222.14' I Q W EXIST. 12" WATER EXIST, CURB I Q REMOVE EXIST. CURB MATCH EXIST.: AVEMENT MATCH EXIST. PAVEMENT WELLBORN ROAD (FM 2154) Q R.O.'Y. VARIES (AVG. WIDTH 80) Q ©� _ �� ` ._ ,:..- _... - - .. .. - _ -... _. _. _ _.... -.... SITE PLAN A SCALE: 1 ° =30' The seal ap on this document was authorized b Alton G. R P.E. 50833 on March 28 2005. PP 9 Y ers g LEGEND EXISTING CONTOUR _...... _.. ... .... PROPOSED CONTOUR - - 34 - BUILDING OFFSET LINE WATER LINE V V - TYPE: SF: REG'D: PROVIDED: PARKING ANALYSIS SANITARY SEWER LINE - SST - S ry - SILT FENCE - S7LT SI LT- PHASE I: 21000 84 *6 HC Bfi +7 HC PROPOSED WOOD FENCE TOP OF CURB TC TOP OF PAVEMENT TP SITE PLAN Sheet: 3 Of 8 8 6Z PROJECT LOCATION HARVEY MITCHELL PARKWAY --� UE-- TALL'COBBLESTONE' SCREEN 14.00' WALL BY SUPERIOR CONCRETE ryry�� PRODUCTS @ PROPERTY LIN E) END TO PH. I BOUNDARY 1 I � \�N AppROX. 7•I. ' ALONG -'� o PROPERT INE 22.7 117.59' ,y 25.00' R25.0' s R5.0' 1 }{ 14.48 V R12.0' 0 200 400 600 800 1000 FEET ciZ Ln R2.0 GRAPHIC SCALE 102 PHASE I VN MAP N BUILDING C B NOE 42 5 000 sf Retail 25' FIRE LANE 9' TYP. H/C NOTES: 1) OWNER /DEVELOPER CONTACT INFORMATION: Pn Q O PARKING MR. HUNTER GOODWIN _311 `CHIMNEY HILL COLLEGE STATION, TX 77840 2) THERE ARE NO DRIVEWAYS WITHIN 400' OPPOSITE OR ADJACENT C \ TO PROPOSED OR EXISTING DRIVES ONTO WELLBORN ROAD EXCEPT AS SHOWN ON THIS PLAN. ADJACENT AND OPPOSITE DRIVES ' .._..R12 ,...... D ALONG SOUTHWEST PARKWAY ARE AT LEAST 290' AWAY (APPROX). 3) REFER TO C3.1 FOR LOCATIONS AND DIMENSIONS OF ACCESS EASEMENTS. V� N pt A 4) MATCH EXIST. PAVEMENT AT PROPOSED ACCELERATION AND NVG �aj2 \ DECELERATION LANES ALONG WELLBORN ROAD. 1 5) PROVIDE LAY DOWN CURB AT WELLBORN ROAD ENTRY ISLAND TO �ON�R ` OO' ' R2.( FACILITATE EMERGENCY VEHICLE ACCESS. R l g 6) REF. B /C5.2 FOR TRAFFIC CONTROL PLAN ALONG WELLBORN " -' ROAD DURING PHASE I CONSTRUCTION. N W ;EXI 7) THE SUBJECT PROPERTY IS CURRENTLY ZONED C THE ZONING OF ZONE R R11.O' THE PROPERTY ADJACENT TO PROPOSED PHASE 111 CONSTRUCTION R2.0: o_ AND THAT ALONG THE NORTH CORNER OF PHASE I IS ZONE R -1. - 8) ALL PROPOSED BUILDINGS IN PHASE I ARE PLANNED FOR RETAIL USE. =E DUMPSTERS SHOWN WILL SERVICE BOTH PHASE I AND PHASE 11. op A 9) ALL PAVEMENT AREAS TO BE CURBED AS REQUIRED BYTHE BRYAN- -4 " COLLEGE STATION UNIFIED DESIGN GUIDELINES, SPECIFICATIONS AND DETAILS. REF. A/C5.2 FOR DETAIL 10) REF. ARCHITECTURAL PLANS FOR STRIPING AND PAINTING NOTES EXIST. FIRE HYDRANT AND DETAILS. GP` 2 3p1 G.1 '�, TO BE REMOVED &. FUTURE Z `N R2.0 RELOCATED REF. A/C3.1 PHASE 11 28.001 SIGNAGE KEY: PAD SIT E 1 ' PROP. 20' P.U.E. m E p STOP z� rn FIRE LAN B NO RIGHT U TURN �� 20 Q' t 118'g3' BLOCK 1 LOT 5 -R CO © HANDICAP PARKING SIGN � ° 24.00' F UR AGS INVESTMENTS, L.L.. 5937/112 ' 4 t @ ONE WAY N 0.840 Ac. \ 0 DO NOT ENTER 12° y .. ZONED C -1 F 11) COORD. STREET SIGNAGE WITH CITY OF COLLEGE STATION, 12.13' R12.0' c9 ` 12.0' •�• R12 0' m ° 92.98' 1 29.8' Ui N ) R12.0 R12.0' 1 i P. OF 3 23.0' F�2 2ANSFORMER, TY =. A/E1. TRANSFORMERS ' 3E SCREENED AS REQ'D c Y OF COLLEGE STATION nt o 47. a25. R48.0' gg.83' R1 R6.C' 18.13 , 63.43' Lo .1 _... w 18 ' .... • � ZD Cli To U co - ---UE 43. 18.5 W R2.0' c ° R5. N _„• X12.0' ° to O � D j N La o o R12.0' 13.28' 0.0 17.92' \ 20 23.0' 10.0' 25.00' 59.79 R2.0' T I � _ 7 . 33.0' �� S . . .�,, \ 8 @g, o N X20 R12.0 6.50' 17.8 PHASE I 1 \ [] BUILDING A 12.0' �V _ 20.11' 6000 sf Retail MODEL 4hI'6 -UNIT BICYCLE PHASE 1 7.0 TYP. STRIPED H/C O RACK BY DERO OR Q 00' BUILDING B 0 0� • 25 TRAVELWAY 0 ONE UNIT PER BUILDING 9000 sf Retail o , 9' TYP. H/C MIN. T CLEAR FRONT & BACK PARKING o 4t 155.00 0_ 9' TYP. H/C 9' TYP. H/C STRIPING PARKING \ R2.0' C o ao - � .o.. _ w , 1 � 7.p p 25. R2.0' - ----- -15 -2 17 R12.0_.... -- w -.. S S -- '- S _ W W R2.0 -. ..... ... W ...: ._. ---- -- W __� SS ROLL DOWN CURB -,_ SS / N 35 °35'50 E S S / _ R2:0' "�_ W @ACCESS EASEMENT TER SS �. S mLn IS -S E R• o O_ EXIST. 20' P.U.E. m 189.77' Q� EXIST. FUTURE WI BLDG. SIGNAGE BY < PHASE II to OTHERS PAD SITE p in N ffi co N °►fin / CID i \ R12.0' ?. 14 03' 12.00' REMOVE EXIST. CURB � 138.54' ----- R15.0' R A o ONE C -1 R37.0' °o R48.0' 6 ° •,�� p �� REMOVE &REPLACE 2 r o ry F � 0 r ..•' ? �' EXISTI PAV EMENT - � -- - �' 0 25' BUILDING SETBACK 25' BUILDING SETBACK o N ; R25.0' R25. 149.88 ' ACCE RATION LANE DECEL TION LANE 15.08' - REF. A/C5.2 FOR TYP. R I R6.0' N 2W41'04" W 259.9 _ W _ W \ _ W 12.13' - W 33 .61' CURB AND GUTTER DETAIL W W W 196.14' REMOVE & REPLAC - �� T9-fBtiTMANB EXIST. 12" WATER EXIST. CURB R10.0' MATCH EXIST. PAVEMENT REMOV EXIST. CURB MATCH E IST. PAVEMENT WELLBORN LOAD (FM 2154) R.O.W. VARIES (AVG. WIDTH 80) SIT_E_ PL AN . A SCALE:1"=30' Oa ^ Q•.. G ,�.QQ�' ,��Qi Q- ��0� O I EXI .. SS SS SAN. S v E G ess ner Eni fineerin g X - 1712 Southwest Pky, Ste 105 N cn n College Station, Texas 77840 Ln Q) P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) CUT EXIST. CURB www.gessnerengineering.com & MATCH EXIST. CURB & PAVEME T '`P E 0 F TF� ALT N G. ROGERS :....50833 ....,��. FOR BID & N PERMIT cn � w L CAL BENCHMARK Q TOP OF FIRE HYDRANT 3: LEV.= 298.42 � ` (D N w UJ MATCH EXIST. CURB REMOVE & REPL/1 E EXISTING PAVEME T In ui 25' FI E LANE- 0 MATCH EXIST /2" IRF Z UJ O UJ UJ < U ♦♦nn VJ a W W I W U1 m W :D 00 O �-- O op to � w cn <C v Issue Date: 05/16/05 Project Number: II -nuff TAP GEND 04 -0324 Drawn By: _ L SANITARY SEWER OMPLI N DAL WATER /DOMESTIC JUN 1 OL 200 Checked By: WATER /IRRIGATIO L GE STATION AGR - W -W - N W W EXIST 12" WATER 222.14' CO � NGINEERING _-- W W -- ---- -- W Revision: OR 0 COMPLIANCE JUN 10 2005 COLLEGE STATION D DEVELO WNT SERVICES 0 SITE PLAN C1 e Sheet: 3 of 8 LEGEND EXISTING CONTOUR 339.53 PROPOSED CONTOUR 34 - BUILDING OFFSET LINE - - - - _ WATER LINE - W -V - " - SANITARY SEWER LINE -33-SS-SS PARKIN ANALYSIS _ SILT FENCE - SILT- SILT SILT- TYPE: SF: REQ'D: PROVIDED: TOP OF CURB TC PHASE I: 21000 84 +6 HC 86 +7 HC TOP OF PAVEMENT TP UNDERGROUND ELECTRICAL - UE -UE -, AERIAL ELECTRICAL - AE-AE- SITE PLAN C1 e Sheet: 3 of 8 - S SEPRG� eoP 11 15' Buffer Yard PHASE 0/ BUILDING C / 6000 s Reta I OR \� Z V��� N v2N a 1 ��1 ZONE R co 9 9 \g E c� G 23 Q y h con N ONE C -1 \ M \ ry 0 �teel FUTURE Edging PHASE II (typ•) ROP. 20' P.U.E. PAD SiTE - 1 � P 13Y DERO OR EQUIV. UNIT PEP, BUILDING 9000 sf Retail 3'CLEAP, FRONT & BACK ��i�������C/ /� // ////iii W �L w A a 0 v 0 — " o — N _ _UF- ce, MTN I N Q tf� N � Q teel Edging (typ w 4 PHASE BUILDING A 6000 sf Retail Q r W E G E . � � Q W _ -- — _ top _ — — — w _ W - SS i - - 35'50 "W� 49.77 ' / — Y" -� ' w W S ATER SS , SS Q W EXI SS SS �-- c� — 7.5' SIDE SETBACK .. ANA XIST. 20' P.U.E. o ti I a EXIST. , FUTURE T - BLDG. W W W EXIST%" WATER W W W W 147' PHASE II PAD SITE \ co PROPOSED FUTURE PARKING W P OP SE LRE SE UT RE AR KING UT AR ING �.. � AEI —P AC C A 122 N 29 0 41'04" W 259.97' W W W W W W W W W W W W W Orylaid Keystone 164' Brick Paver, Brick Red or Approved WELLBORN ROAD (FM 2154) Equivalent R.O.W. VARIES (AVG. WIDTH 80) NDSCAP P SCALE: 0 30' 60' 9 0' Top of mulch I5 1" below top of Steel edging. 5teel edging 2" above 2" layer Shredded red bark mulch finiehed grade. 11 7 I I II I I \\ \\ \\ A 3 Gra55 or other j \ �j \ material (see plan). / \\/! \ / \� Rototill exi5tin Soil to a 6 -10" \� \\ \ /� \�� \i�� depth. Add 2 parts black hummu5, 1 part Sand. Lightly till into Soil. Crown to center. 3 SHRUS PLANTING SCALE: NOT TO SCALE SPREAD PLANT 50 THAT TOP OF ROOT BALL 15 EVEN WITH THE FINISHED GRADE PAINT ALL CUTS OVER I" DIA, 2 STRAND TP15TED 12 GUAGE GAL, WIRE ENCASED IN 1" DIA. RUBBER HOSE J HARDWOOD STAKES 1 -3 STAKES 2" X 2" a DRIVEN (MIN, 18") FIRMLY INTO 5U5GRADE PRIOR FORM TO BACKFILLING SAUCER STAKE ABOVE FIRST BRANCHES _ OR AS NECESSARY FOR FIRM MULCH z �! SUPPORT SPECIFIED PLANTING MIX ( i� i WATER & TAMP TO W W REMOVE AIR POCKETS – III 1�I — I r NOTE: I I ' ' I� � I-�• � I � I III (i I ( STAKING AS REQUIRED 2 X BALL DIA, TREE PLANTING - VERTICAL STAKES 5CALE. NOT TO SCALE Q 0. 0 W - p 5TAKE TO FIRST BRANCHE5 00 AS NECESSARY FOR h FIRM SUPPORT 0 WIRE SHALL NOT TOUGH N OR RUB ADJACENT TRUNKS OR BRANCHES 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE 5U5GKADE PRIOR TO BAGKFILLING Q _ 2 STRAND 12 GAUGE GALV, WIRE TWISTED AND ENCASED 3" MULCH IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE Q FORM SAUCER WITH 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL 3" CONTINUOUS RIM = --I BRANCHES -- =1 � I =I i I —I � ::::•..: ••: III =I � I =I I I AE _--- -- — III = i I = :•:`:•:: � :••III = III =� I' —I - L.J A� - SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS I I -I I I —I I LI I I —III — I I— � -1 2 X BALL DIA. w w MULTI -TRUNK TREE STAKING 5CALE: NOT TO 5CALE PLANT LEGEND AND POINTS PROVIDED 0 U[muo craooifolia NOTES: 1. All areas will be covered by an automatic irrigation Syotem (an irrigation plan will be Submitted before the C.O. iS ;e 46 Crape Myrtle min. 1.25" ca[ /(o` tall 40 1840 granted). - -- REQUIRED POINT CALCULATIONS REQUIRED BUFFER. CALCULATIONS LagerStromia indica 2. Areas disturbed during construction Shall be repaired and overoeeded to return turf coverage. 3.5oi1 Preparation Guidelines: Site Developed Area 174895 of / 1000 x 30 - 5247 Landscape Points , Suffer Wall Distance 200' i 31 Wax Myrtle min. 1.25" cal /6' tali 40 -- —UE— —UE — —U — m 5treetocape Points 497 total frontage / 50 x 300 2982 5treetocape points __ -- _ —UE— — —UE — — —UE — _ — Myrica cerifera — — 0 8229 points Buffer Non - Canopy Trees Regd 200 ft/ 15 = 14 Non - Canopy Trees ___ CIA 25% Brick Sand _* 124 Compact Nandina 5 gal (min. 3' tall) 10 1240 4. All landscape areas where Surface iS not indicated ao ground cover Shall be covered by turf graoo. BUFFER TREES PROVIDED —UE _ — — _ — 5. 100% coverage of ground cover, decorative paving, decorative rock or perrenial grass i5 required in parking islands, REQUIRED 5TREET5CAPE TREES Swaleo and drainage areas, the parking lot Setback, rights- of -wGy and adjacent property disturbed during construction. 314' Wellborn Road Frontage / 25 = 13 Trees buffer Canopy Trees Provided 10 Canopy Trees Suffer Non Canopy Trees 31 Compact Nandina 5 gal (min. 3' tall) 10 Nandina domestics 'Compacts' only used in buffer yard 6. All planting mixed shall be 2 parts black hummuo, 1 part brick sand tillled into or mixed with native Soils to the - S SEPRG� eoP 11 15' Buffer Yard PHASE 0/ BUILDING C / 6000 s Reta I OR \� Z V��� N v2N a 1 ��1 ZONE R co 9 9 \g E c� G 23 Q y h con N ONE C -1 \ M \ ry 0 �teel FUTURE Edging PHASE II (typ•) ROP. 20' P.U.E. PAD SiTE - 1 � P 13Y DERO OR EQUIV. UNIT PEP, BUILDING 9000 sf Retail 3'CLEAP, FRONT & BACK ��i�������C/ /� // ////iii W �L w A a 0 v 0 — " o — N _ _UF- ce, MTN I N Q tf� N � Q teel Edging (typ w 4 PHASE BUILDING A 6000 sf Retail Q r W E G E . � � Q W _ -- — _ top _ — — — w _ W - SS i - - 35'50 "W� 49.77 ' / — Y" -� ' w W S ATER SS , SS Q W EXI SS SS �-- c� — 7.5' SIDE SETBACK .. ANA XIST. 20' P.U.E. o ti I a EXIST. , FUTURE T - BLDG. W W W EXIST%" WATER W W W W 147' PHASE II PAD SITE \ co PROPOSED FUTURE PARKING W P OP SE LRE SE UT RE AR KING UT AR ING �.. � AEI —P AC C A 122 N 29 0 41'04" W 259.97' W W W W W W W W W W W W W Orylaid Keystone 164' Brick Paver, Brick Red or Approved WELLBORN ROAD (FM 2154) Equivalent R.O.W. VARIES (AVG. WIDTH 80) NDSCAP P SCALE: 0 30' 60' 9 0' Top of mulch I5 1" below top of Steel edging. 5teel edging 2" above 2" layer Shredded red bark mulch finiehed grade. 11 7 I I II I I \\ \\ \\ A 3 Gra55 or other j \ �j \ material (see plan). / \\/! \ / \� Rototill exi5tin Soil to a 6 -10" \� \\ \ /� \�� \i�� depth. Add 2 parts black hummu5, 1 part Sand. Lightly till into Soil. Crown to center. 3 SHRUS PLANTING SCALE: NOT TO SCALE SPREAD PLANT 50 THAT TOP OF ROOT BALL 15 EVEN WITH THE FINISHED GRADE PAINT ALL CUTS OVER I" DIA, 2 STRAND TP15TED 12 GUAGE GAL, WIRE ENCASED IN 1" DIA. RUBBER HOSE J HARDWOOD STAKES 1 -3 STAKES 2" X 2" a DRIVEN (MIN, 18") FIRMLY INTO 5U5GRADE PRIOR FORM TO BACKFILLING SAUCER STAKE ABOVE FIRST BRANCHES _ OR AS NECESSARY FOR FIRM MULCH z �! SUPPORT SPECIFIED PLANTING MIX ( i� i WATER & TAMP TO W W REMOVE AIR POCKETS – III 1�I — I r NOTE: I I ' ' I� � I-�• � I � I III (i I ( STAKING AS REQUIRED 2 X BALL DIA, TREE PLANTING - VERTICAL STAKES 5CALE. NOT TO SCALE Q 0. 0 W - p 5TAKE TO FIRST BRANCHE5 00 AS NECESSARY FOR h FIRM SUPPORT 0 WIRE SHALL NOT TOUGH N OR RUB ADJACENT TRUNKS OR BRANCHES 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE 5U5GKADE PRIOR TO BAGKFILLING Q _ 2 STRAND 12 GAUGE GALV, WIRE TWISTED AND ENCASED 3" MULCH IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE Q FORM SAUCER WITH 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL 3" CONTINUOUS RIM = --I BRANCHES -- =1 � I =I i I —I � ::::•..: ••: III =I � I =I I I AE _--- -- — III = i I = :•:`:•:: � :••III = III =� I' —I - L.J A� - SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS I I -I I I —I I LI I I —III — I I— � -1 2 X BALL DIA. w w MULTI -TRUNK TREE STAKING 5CALE: NOT TO 5CALE PLANT LEGEND AND POINTS PROVIDED 0 ®� E OF T �� P� o o o ® Y if °° 1900 ® v° S•t•or O ° °� ®�� ° asc I CHECKED SCALE 1 =8' - 0" JOB NO. U[muo craooifolia NOTES: 1. All areas will be covered by an automatic irrigation Syotem (an irrigation plan will be Submitted before the C.O. iS ;e 46 Crape Myrtle min. 1.25" ca[ /(o` tall 40 1840 granted). - -- REQUIRED POINT CALCULATIONS REQUIRED BUFFER. CALCULATIONS LagerStromia indica 2. Areas disturbed during construction Shall be repaired and overoeeded to return turf coverage. 3.5oi1 Preparation Guidelines: Site Developed Area 174895 of / 1000 x 30 - 5247 Landscape Points , Suffer Wall Distance 200' i 31 Wax Myrtle min. 1.25" cal /6' tali 40 1240 50% Native Soil 5treetocape Points 497 total frontage / 50 x 300 2982 5treetocape points Buffer Canopy Trees Rec�'d: 200 ft /25 � 8 Canopy Trees Myrica cerifera 25% Compost Total Points Rewired 8229 points Buffer Non - Canopy Trees Regd 200 ft/ 15 = 14 Non - Canopy Trees 25% Brick Sand _* 124 Compact Nandina 5 gal (min. 3' tall) 10 1240 4. All landscape areas where Surface iS not indicated ao ground cover Shall be covered by turf graoo. BUFFER TREES PROVIDED Nandina domestics 'Compacts' 5. 100% coverage of ground cover, decorative paving, decorative rock or perrenial grass i5 required in parking islands, REQUIRED 5TREET5CAPE TREES Swaleo and drainage areas, the parking lot Setback, rights- of -wGy and adjacent property disturbed during construction. 314' Wellborn Road Frontage / 25 = 13 Trees buffer Canopy Trees Provided 10 Canopy Trees Suffer Non Canopy Trees 31 Compact Nandina 5 gal (min. 3' tall) 10 Nandina domestics 'Compacts' only used in buffer yard 6. All planting mixed shall be 2 parts black hummuo, 1 part brick sand tillled into or mixed with native Soils to the - Provided 11 Non - Canopy Trees Specified depth. 183' 5outweot Parkwa Fron�ta e / 32 = y g 6 Trees C) 127 Indian Hawthorne 5 al 10 1270 7. Beds by parking lot closest to west .property fine are outlined in Steel edging as shown. BUFFER TREE5 5US5TITUTED Rhapieolepis indica 8. 3' earthern berms form Screen between parking lot and Wellbcrn Road on southern edge of site. Total 5treet�ca e Trees Required p 18 Trees 14 non - canopy trees regd- 11 provided= 3 non - canopy trees substituted 9. planting in the 13uffer Yard lo not included in point calculations. j 3 no m-cano p y — trees ouboited x 3 Shrubs /tree– ,shrubs rewired =L15. ` 25 Dwarf Burford Holly 5 gal (min. 3 ' tall) 10. Plants used to screen the parking along 5outhweot parkway must be a min. 3' high. - 3xl� 2_j15) = 3 = 15 s V_X� �S Ilex cornuta 'Sufordii Hans' only used in buffer yard 3' tall shrubs provided in buffer yard= Xohrubo provided Asian Jamine Groundcover 1 gal 0 / Trachleoopermum aoiaticum Total Points Provided 10690 pto - S ®� E OF T �� P� o o o ® Y if °° 1900 ® v° S•t•or O ° °� ®�� ° asc I CHECKED SCALE 1 =8' - 0" JOB NO. �`-- ----__ _______ -__.__ �--� -- ',,,rte•• -- � ,,,,..+ - - 20' DRAINAGE &UTILITY EASEMENT EDELWEISS ESTATES, PHASE 7 -B AE -- -'- "" 6' HIGH CMU BLOCK FENCE LOT 11, BLOCK 22 G i -^ � --`_ - --- �: VOL$Q STLECT UNDGRND G _j EXIST GAS LINE ONE ^! 6' HIGH CMU BLACK FENCE 23 3 E + +,.► - _ "" �•• .....r 302.85' - S42 55'36"E G - - ..-- G _ S;:X - - • ---�.- �' �'"'� -� ..., .,.,. .,,,� �....,. ,� �� --- �.-_ --- 142.4 ++ ..- "."'..� G •ti`s -r-.�� --�`_ ....► —►-- G +' IST ...�,� _ 6" SS _ 55423' E .,,�.,....v� "'�'+' ..�- -- ' ` EXIST G' SS STUB OUT O - & 57011 91.19' _ 60.57' - S42'55'3fi"E EXIST ELECT tMDGRND -- EXI S $ NEW PRIVATE 5' SS STUB pUT - 25' I LANDSCAPE BU , ' F7 LOT 4 O � ( oa O a. 04 &N s I w 0 t0 z z I 0 vi M I I r WL EXIST CITY OF BRYAN 20' ELECT ESMT AE EXIST 85' PRIVATE ACCESS ESMT MIN SLOPE 1Lg' PER LIN FOOT PROVIDE CO PPER CITY SPECS _ _ I EXIST PP NEW PRIVATE 6 SS 4" SS TYP 4" SS TYP MIN SLOPE 1 /g' PER LIN FOOT PROVIDE CO PER CITY SPI CS NEW PRIVATE 6" SS MIN SLOPE 1 /g' PER LIN FOOT I { FIRE PROVIDE CO PER CITY SPECS SPRINKLER �ewL w I ELECT SERVICE 10 2" TEL & 10 2" TV ( { I 208 /3PH /1200 AW 9TEM - .- - CONDUIT STUB OUT ' TEL / CABLE 18" VERT SEPARATION { FROM ELECT It_ PEDESTAL 0 L ' � VERIZON TEL CO BLDG B 1 0 r TEL COND (� 15,625 SF 1 0 r CABLE TV LOT 9 — — — — I R( a ( 2 0 4 ELEIsT CONDUIT STU13 OUT CONDO STUB 1 0T TV Q / a N I ( W/ PULL EXIST POLE INSTALLED & TESTED STRI -BACK FLOW PREVENTER DEVICE _ - CITY ORDINANCE 2394 1g' VERT SEPARATION FROM ELECT PEDESTAL 0 VERIZON TEL CO -- - NEW / 2 0 4" ELECT L �_�" -- / '� S I 10'X10' CONK` PRIMARY 4 TRANSFORMER 0 CITY OF CS �- __ !! _) __ � PAD..BY_GC SETS _ PE CITY SPECS CON DUFF ELE WIRE 4° SS ~ —�� 0 � TE CON COND lo ELECT SERVICE 1 0 r TEL COND ( 208 /3PH /fi00 AMP I 3 ®4 ELECT- PRIMARY 1 0 r CABLE TV TEL / CABLE I : \\ i NEW PRIVATE 5' SS MIN SLOPE 118" PER UN FOOT 2 0 4 ELECT BLDG "A'' WATER 1" 70 GAL PER MIN SEWER - I PROVIDE CO PER CITY SPECS CONDOR -4 WIRE 1RANSf012MER 3 208, 3 I ELECT SERVICE - PER MOP SINK X 1 NI /� CONC PAD BY GC o 4" SS L TOTAL m WATER BLDG A PER CITY SP CS RESTAURANT I r BACK FLOW TOTAL = 26 FIXT UNITS WATER SUPLY = 30 GAL / MIN (A CEN — I I FIXT UNITS PER TOILET X 2 o� 20 I DOL WL — 2 FIXT UNITS PER LAVATORY X 2 = 4 ul DOL I 2 M u UNITS PER SINK X 1 = u I FIXT UNITS R E:CIVIL 4' SS P 4' SS I YP ---2 0 4 ELECT ;EW FH CONDUIT –4 WIRE REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE INSTALLED & TESTED – CITY ORDINANCE 2394 BACK FLOW PRBOVER DEVICE INSTALLED & TESTED – CITY ORDINANCE 2394 0 0 a o a a a a a a 1" WL IRRIG k. r WI ELECT SERVICE 208/3PH/1200 AMP TEL / CABLE BLDG A 16,800 SF FIRE SP RVQGIR SYSTEM 0 a o a a a a a 1:1 0 -fr rW BLDG "A'' WATER 1" 70 GAL PER MIN SEWER - I r PER MIN ELECTRICAL 3 208, 3 I ELECT SERVICE - PER MOP SINK X 1 NI 208 /3PH /600 AMP UNITS PER HAND SINK X 1 o g , W RE:CI L TOTAL m WATER BLDG A I 1 RESTAURANT FIXT UNITS r BACK FLOW TOTAL = 26 FIXT UNITS WATER SUPLY = 30 GAL / MIN (A CEN — I I FIXT UNITS PER TOILET X 2 o� 20 FIXT UNITS DOL GEN — 2 FIXT UNITS PER LAVATORY X 2 = 4 ul DOL I 2 M u UNITS PER SINK X 1 = u I FIXT UNITS RE.CML DEMAND - BLDG "A'' WATER 1" 70 GAL PER MIN SEWER I GR TRAP PER MIN ELECTRICAL PER TRIPLE SINK X 208, 3 PH, 800 AMP - 4 WIRE ELECT SERVICE - PER MOP SINK X 1 = 2 FIXT UNITS 208 /3PH /600 AMP UNITS PER HAND SINK X 1 TEL / CABLE g , W RE:CI L TOTAL = 52 FIXT UNITS WATER BLDG A I 1 RESTAURANT FIXT UNITS r BACK FLOW �I DEVICE 111 0 1" WL 1 0 4" ELECT CONDUIT SECONDARY TEL / CABLE BLDG B I OFFICE DOLLAR GEN 2,246 SF ( RETAIL AREA 9,100 SF �- REDUCED PRESSURE PRINCIPLE INSTALLED & TESTED CITY ORDINANCE 2394 �- IN P REVENTER DEVICE STALLED &TESTED I CITY ORDINANCE 2394 & PRIVATE DRAINAGE ESMT I 1" W IRR G I I I I I I I I I I I II 2" WM r WM EXIST CITY OF CS 20' UTILITY ESMT LOT 4 & 6 7 0 1 WM NEW Fi I D ST er WL RE:CML g WL EXIST EXIST 16" WL 16" WL 15' W 16" WL LOT 5 LOT 6 LOT 7 _. 302_.06' - N4Z'03','?Fr W _ , - _ -- - - - -- 298.03' -. N47'03'58'W UTILITIES DEMAND - BLDG "A'' WATER 1" 70 GAL PER MIN SEWER ELECTRICAL 70 GAL PER MIN ELECTRICAL PER TRIPLE SINK X 208, 3 PH, 800 AMP - 4 WIRE UTILITIES DEMAND - BLDG " B" WATER 1" 60 GAL PER MIN SEWER ELECTRICAL 60 GAL PER MIN ELECTRICAL PER TRIPLE SINK X 208, 3 PH, 800 AMP - 4 WIRE FM 2154 ( WELLBORN ROAD ) SITE PLAN - UTILITY 1" = 30' -0" ALL UNDERGROUND CONDUITS TO BE INSTALLED BY GC PER CITY SPECS PROVIDE PULL STRINGS PROVIDE SANITARY SEWER CLEAN OUTS AS PER CODE • UTIUTIES DEMAND - BLDG "A" A WITER WATER - 40 GAL PER MIN 1" SEWER 40 GAL PER MIN 10 FIXT UNITS ELECTRICAL 208, 3 PH, 600 AMP — 4 WIRE 6 FIXT 10 FIXT UNITS PER TOILET X 2 = 20 FIXT UNITS 2 FIXT UNITS PER LAVATORY X 2 = 12 FIXT UNITS 10 FIXT UNITS PER DISHWASHER X 1 = 10 FIXT UNITS 6 FIXT UNITS PER TRIPLE SINK X 1 = 6 FIXT UNITS 2 FIXT UNITS PER MOP SINK X 1 = 2 FIXT UNITS 2 FIXT UNITS PER HAND SINK X 1 = 2 FIXT UNITS ELECTRICAL 208, 3 PH, 600 AMP - 4 WIRE TOTAL = 52 FIXT UNITS WATER SUPLY = 40 GAL / MIN 1 UTILITIES DEMAND - BLDG "B" WATER 10 METER WATER DOL 'GEN 30 GAL PER MIN 1" SEWED DOL GEN DOL GEN 30 GAL PER MIN UNITS PER LAVATORY X WATER OFFICE 30 GAL PER MIN in SEWER GEN — 2 OFFICE 30 GAL PER MIN 2 ELECTRICAL 208, 3 PH, 600 AMP - 4 WIRE DOL DOL GEN — 10 FIXT UNITS PER TOILET X 2 = 20 FIXT UNITS DOL GEN — 2 FIXT UNITS PER LAVATORY X 2 = 4 FIXT UNITS DOL GEN — 2 FIXT UNITS PER SINK X 1 = 2 FIXT UNITS DOL "GEN — 2 FIXT UNITS PER MOP SINK X 1 = 2 FIXT UNITS TOTAL = 26 FIXT UNITS WATER SUPLY = 30 GAL / MIN DOL CEN — 10 FIXT UNITS PER TOILET X 2 = 20 FIXT UNITS DOL GEN — 2 FIXT UNITS PER LAVATORY X 2 = 4 FIXT UNITS DOL GEN — 2 FIXT UNITS PER SINK X 1 = 2 FIXT UNITS TOTAL = 24 FIXT UNITS WATEFa SUPLY = 30 GAL / MIN IN \ 3 0 i4 \ � N t 1 \ I I M I r AE FEODORA L4T 9, BLOCK 2 VOL 4297, PG 268 ZONED – Cl I I I I - �I W _ _ EXIST CITY OF BRYAN ' 20' ELECT ESMT 85' PRIVATE ACCESS ESMT I ( I & PRIVATE DRAINAGE ESMT I EXIST EXIST -- CITY OF CS SF F INS , a x , l r • r v i I All .. ..'7..... .- -., , OCR \ ' k4 zz - 05 vv\� R6 , s o PROJECT LOCATION HARVEY MITCHELL PARKWAY X 0 200 400 600 800 1000 FEET imEwnd GRAPHIC SCALE VICINITY MAP B NOT TO SCALE NOTES: 1) OWNER/DEVELOPER CONTACT INFORMATION: MR. HUNTER GOODWIN 311 CHIMNEY HILL COLLEGE STATION, TX 2) THERE ARE NO DRIVEWAYS WITHIN 400' OPPOSITE OR ADJACENT TO PROPOSED OR EXISTING DRIVES ONTO WELLBORN ROAD EXCEPT AS SHOWN ON THIS PLAN. ADJACENT AND OPPOSITE DRIVES ALONG SOUTHWEST PARKWAY ARE AT LEAST 290' AWAY (APPROX). 3) REFER TO C3.1 FOR LOCATIONS AND DIMENSIONS OF ACCESS EASEMENTS. 4) MATCH EXIST. PAVEMENT AT PROPOSED ACCELERATION AND DECELERATION LANES ALONG WELLBORN ROAD. 5) PROVIDE LAY DOWN CURB AT WELLBORN ROAD ENTRY ISLAND TO FACILITATE EMERGENCY VEHICLE ACCESS. 6) REF. B /C5.2 FOR TRAFFIC CONTROL PLAN ALONG WELLBORN ROAD DURING PHASE I CONSTRUCTION. 7) THE SUBJECT PROPERTY IS CURRENTLY ZONED C-1. THE ZONING OF THE PROPERTY ADJACENT TO PROPOSED PHASE III CONSTRUCTION AND THAT ALONG THE NORTH CORNER OF PHASE I IS ZONE R -1. 8) ALL PROPOSED BUILDINGS IN PHASE I ARE PLANNED FOR RETAIL USE. DUMPSTERS SHOWN WILL SERVICE BOTH PHASE I AND PHASE II. 9) ALL PAVEMENT AREAS TO BE CURBED AS REQUIRED BY THE BRYAN - COLLEGE STATION UNIFIED DESIGN GUIDELINES, SPECIFICATIONS, AND DETAILS. REF. A/C5.2 FOR DETAIL 10) REF. ARCHITECTURAL PLANS FOR STRIPING AND PAINTING NOTES AND DETAILS. SIGNAGE KEY: (z ) STOP @ NO RIGHT U TURN @ HANDICAP PARKING SIGN @ ONE WAY @ DO NOT ENTER - - - -- 11) COORD. STREET SIGNAGE -WITH CITY OF-COI LEGE,STATION.____.,_. MATCH EXIST. PAVEMENT _ REMOVE EXIST. CURB MATCH E�IST. PAVEMENT WELLBORN ROAD (FM 2154) R.O.W. VARIES j (AVG. WIDTH 80) r r A SITE PL SCALE- 1"=30 DEVELOPMENT AREA: JUN 1 4 2005 PHASE L COLLEGE STATION 174,895 sf (4.02 ac). v saw . - DWIP ..1,1 "C Drawn By: ,JUN 1 4 2005 DAL C iLLES STA Checked By: FN AGR DECAL TION LANE 15.08' ' RF W W Revision: W 12.13' REF. A/C5.2 FOR TYP. R Q: R6.0' N 29 0 41'04" W 259.9 '�� W W W W W 33 .61' CURB AND GUTTER DETAIL W W W W W W EXIST 12 WATER W T0�@t}TI'ACAND78T - �, 196.14' REMOVE & REPLAC 222.14' EXIST. 12" WATER EXIST. CURB R 10.0' (*%( PL1ANC AL OZONE C -1 t i ` R37.0' ° 1\48.0' o ~` -� _ ___ { s _ l` N G. ROGER ti a, �> o F 2p I 2 �� o REMOVE &REPLACE 25.00 1 !�� ` -- - , t C) + \ EXISTING PA VEMENT - t i ~ _ .. - _. C° 25' BUILDING SETBACK o 23' UIL BDING SETBACK t t , - - R25.0' ``. ,., ;; ;. - '-- •- ....._12'_ACCE RATION LANE R25. -- - ___._._._._.,_.._., _ 149.88 � TRANSFORMER, TYP. OF 3 REF. A/E1. TRANSFORMERS TO BE SCREENED AS REQ'D BY CITY OF COLLEGE STATION 1 •4 I � w m m rn ;� SS ' 2 SAN. S�WE En ineenn ff 2 3 0 , ! ?� ?� 1712 Southwest Pky, Ste 105 f�2 0' College Station, Texas 77840 o o P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 47. 979.680.8841 (Fax) CUT EXIST. CUR ` \ 6' TALL 'COBBLESTONE' SCREEN WALL `' . , _ 25.0' www.gessnerengineering.com AND METAL FRAME GATE W/ WOOD SLATS R48.0' 89.83' &MATCH EXIST. PAINTED TO MATCH WALLS BY SUPERIOR 6� �_ ROB R6.0' CURB & PAVEME T \`•: - _ CONCRETE PRODUCTS AS PER CITY OF -.--,,, STATION @ DUMPSTERS. ,.. 63.43' w BLOCK 1 LOT 5 -A FOUR AGS INVESTMENTS, L.L.C. \ 5937/115 `'.� �� U E iE N r,�• 9s 1 ` 9.675 Ac. •� - Z 0 60 U . + ., \\ \ _...... (0 E N PHASE IN CONS C _ 0 BEGI A CTION �� 7 TN ZONED C -1 _.,,..BNB' S- SNS Rai UE CD 4 -� r.� _ ___ -- -UE 18.50' ;� a - ....50833 ..e.,. ... `; _.... --- -UE 43. 5R �:., R2.0 o - R12.0' U OD CID UE__ - N d ___._ -- .,� ____ UE -- - _ --- \- - op ``,� \`;.`` 23.0 O.o 17.92 FOR BID & p I 20 0.0' ,� PERMIT PROP,_20 P_U_E. G \ I 25.00 R2.0' 8 TALL 'COBBLES - -- - -_ . ' SCREEN - - _ _ _ _ _ ,, _ - -- 46 -_ _ __ _ W; LL BY SUPERIOR CON 33.0' CRETE �:, 14.00 - st I -, - 7s. ; 1 \` PRODUCTS @ PROPERTY LINE. `�, �\ ��'' 8 @9' c N 7 R12.0'� 6,50' EXTEND TO PH. I BOUNDARY 17-89 ��. 00' 11 mop, 'ra PHASE R2.0' 25' ❑ BUILDING A v Q 117.59' 20 6000 sf Retail lV - ':• cD R25. m R25.0 W G 22.76' ` - 1 _ (O OX• W t j pPROPERT INE 4 A MODEL 4H 6 -UNIT BICYCLE PHASE I 0). 7 40` t0 LU p ❑ 14.0 RACK BY DERO OR EQUIV. TYP. STRIPED H/C R45 0' 25 TOP OF FIRE HYDRANT ONE UNIT PER BUILDING co_ 0 0 .00 TRAVELWAY ---- �Q L AL BENCHMARK R5.0' E MIN. 3' CLEAR FRONT &BACK 9000 sf Retail ,4 rn 9' TYP. H/C LEV.= 298.42 cv 48' 155.00' ''tip o PARKING - �® 00 14 B _- R2.0 (n R12.0 1 9' TYP. H/C 9 TYP. H/C X `b t° i PARKING STRIPING tLt ` `` (3i UJ EP S S 102.96 ; C l PHASE I R2.0' "',� . MATC EXIST. vJ N 5 t 4 `t BUILDING C ` 4 ; ® ' CURB o 6000 sf Retail 25' FIRE LANE `, N o =-� xON 50' ran a ❑© No 2.0 �...__ _ 25.0' REMOVE & REPM E vi E 9 TYP. H/C ° w o EXISTING PAVEE T ! `'� PARKING Q o '� .•,,, - -' ' 0 I 25' E FI LA+& Qe -11"0 242 ` `• o '� 2 @ 9 " _ _ 1\11.5' o� MATCH EXIST , LL . ` co 1 .50 3 @g' cn _ - "o W` - PAVEMENT i 1 �. o _ , - - C C R 0 , 25.00 1\2.0' o - ' _ -:. 1 ` „ 1\12.0',.. ^.._ W _15:28 1/2 IRF _ D `N`�SON _ ----f• . W � NV GH 81 � ! , \ ' A 00' W S SS 2A1 •0 1\2.0' - W _. S 49 7 ' 1 ;EXI`T.ClB _X ' 0 ZON ! 25.00 18. / �.. W - W SS x135 35 50 W .1 7 i � ~ -' O t}� t Y z R2.0' R2.0 R2:o' W SS t 0} ! - (T EI1 IA�1 "._ • 3 1 __ 5@ }S ; 9 1\1• SS SS ROLL DOWN CURB ZONE R \ R11.0' _ '., W 'EX1S SS �...._ @ ACCESS EASEMENT ' 1\2.0 c � c�S A N ,/� _.�`_ - ! ;, �.. ~-' --`• ; � �. I 1\12.0 E jS a SAN. SE A EXIST. 20' P.U.E. t T t k - Gp,R 20I�00 ___ EXIST. FIRE HYDRANT r' \ v- Q �1 !' TO BE REMOVED &. < FUTURE �\ 1 41 a , EXIST. ` } E l ; �� �� LU Z 189.77 U �: T 1\2.0' RELOCATED REF. A/C3.1 PHASE II '4, m 3 �, 1 -~ -� , y t sL �� BLDG. _ • rn i °' i 0 j• ,. ;U , ,` FUTURE ,_� t- , `� � �;,: - \ PAD SITE 28.00 SIGNAGE BY w 't - �' ~ \ z PROP. 20 P.U.E. FIRE LANE *`� OTHERS PHASE II m �� ~ ~.- i t ;. • UJ , 7a PAD SITE �` s �,, - tY ` " ~� 00 .�..� i _ L... -- O 20. '0 118.93 BLOCK 1 LOT 5 -R rn �� M / ,- .._.... L LLJ y t 24.00' F RAGS INVESTMENTS, L.L. . �� N � ! _- �.. •; ; }; r C 0 5937/112 ~ L N ,/ : y N V 0.840 Ac. N f r�' \ ! + �' O ! a' 0 Isss- 1 0 bD " r - ,% _ 1 \ C s - �1 - ZONED .. -1 - - - ~ C O N 12.13' 12.00' `, 14' 03' ? -- ', ' i - �.Q O ' R 12.0' �...� `" : - .� �� ,�� -. o , - r Y 12.0 i O Q 05/1 e te: m - R12a0' REMOVE EXIST. CURB / i .� '"� - y - ' t t °•. ,. er g` o�� � Q- 1 v4 f: ' t, �Q i 29.8' ° 92.98' 39.55 v, 138.54 , 1 r -' � �`ti _.. Ui N ' � 1 . � N \,�` � I �� -_�C' � ~, -...`- ~ �� ! �, i� t \ 1 .0' l �° ; - -: V 1\12.0 Project Number: R 5. -,,.. , Q- 9.o A t ` - 0 - �-''`; 04 -0324 LEGEND EXISTING CONTOUR _ --------- ___ PROPOSED CONTOUR 34 - __ __ ..... .....___�._... BUILDING OFFSET LINE - - - - WATER LINE - - W - W - PARKING ANALYSIS SANITARY SEWER LINE ss ss ss TYPE: SF: REQ'D: ,PROVIDED: SILT FENCE -SILT- slLr SILT - PHASE I: 21000 84 +6 HC 86 +7 HC TOP OF CURB TC TOP OF PAVEMENT TP UNDERGROUND ELECTRICAL UE UE- AERIAL ELECTRICAL AE. AE- v saw . - DWIP ..1,1 "C Drawn By: ,JUN 1 4 2005 DAL C iLLES STA Checked By: FN AGR DECAL TION LANE 15.08' ' RF W W Revision: W 12.13' REF. A/C5.2 FOR TYP. R Q: R6.0' N 29 0 41'04" W 259.9 '�� W W W W W 33 .61' CURB AND GUTTER DETAIL W W W W W W EXIST 12 WATER W T0�@t}TI'ACAND78T - �, 196.14' REMOVE & REPLAC 222.14' EXIST. 12" WATER EXIST. CURB R 10.0' (*%( PL1ANC AL OZONE C -1 t i ` R37.0' ° 1\48.0' o ~` -� _ ___ { s _ l` N G. ROGER ti a, �> o F 2p I 2 �� o REMOVE &REPLACE 25.00 1 !�� ` -- - , t C) + \ EXISTING PA VEMENT - t i ~ _ .. - _. C° 25' BUILDING SETBACK o 23' UIL BDING SETBACK t t , - - R25.0' ``. ,., ;; ;. - '-- •- ....._12'_ACCE RATION LANE R25. -- - ___._._._._.,_.._., _ 149.88 � TRANSFORMER, TYP. OF 3 REF. A/E1. TRANSFORMERS TO BE SCREENED AS REQ'D BY CITY OF COLLEGE STATION 1 •4 I � w m m rn ;� SS ' 2 SAN. S�WE En ineenn ff 2 3 0 , ! ?� ?� 1712 Southwest Pky, Ste 105 f�2 0' College Station, Texas 77840 o o P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 47. 979.680.8841 (Fax) CUT EXIST. CUR ` \ 6' TALL 'COBBLESTONE' SCREEN WALL `' . , _ 25.0' www.gessnerengineering.com AND METAL FRAME GATE W/ WOOD SLATS R48.0' 89.83' &MATCH EXIST. PAINTED TO MATCH WALLS BY SUPERIOR 6� �_ ROB R6.0' CURB & PAVEME T \`•: - _ CONCRETE PRODUCTS AS PER CITY OF -.--,,, STATION @ DUMPSTERS. ,.. 63.43' w BLOCK 1 LOT 5 -A FOUR AGS INVESTMENTS, L.L.C. \ 5937/115 `'.� �� U E iE N r,�• 9s 1 ` 9.675 Ac. •� - Z 0 60 U . + ., \\ \ _...... (0 E N PHASE IN CONS C _ 0 BEGI A CTION �� 7 TN ZONED C -1 _.,,..BNB' S- SNS Rai UE CD 4 -� r.� _ ___ -- -UE 18.50' ;� a - ....50833 ..e.,. ... `; _.... --- -UE 43. 5R �:., R2.0 o - R12.0' U OD CID UE__ - N d ___._ -- .,� ____ UE -- - _ --- \- - op ``,� \`;.`` 23.0 O.o 17.92 FOR BID & p I 20 0.0' ,� PERMIT PROP,_20 P_U_E. G \ I 25.00 R2.0' 8 TALL 'COBBLES - -- - -_ . ' SCREEN - - _ _ _ _ _ ,, _ - -- 46 -_ _ __ _ W; LL BY SUPERIOR CON 33.0' CRETE �:, 14.00 - st I -, - 7s. ; 1 \` PRODUCTS @ PROPERTY LINE. `�, �\ ��'' 8 @9' c N 7 R12.0'� 6,50' EXTEND TO PH. I BOUNDARY 17-89 ��. 00' 11 mop, 'ra PHASE R2.0' 25' ❑ BUILDING A v Q 117.59' 20 6000 sf Retail lV - ':• cD R25. m R25.0 W G 22.76' ` - 1 _ (O OX• W t j pPROPERT INE 4 A MODEL 4H 6 -UNIT BICYCLE PHASE I 0). 7 40` t0 LU p ❑ 14.0 RACK BY DERO OR EQUIV. TYP. STRIPED H/C R45 0' 25 TOP OF FIRE HYDRANT ONE UNIT PER BUILDING co_ 0 0 .00 TRAVELWAY ---- �Q L AL BENCHMARK R5.0' E MIN. 3' CLEAR FRONT &BACK 9000 sf Retail ,4 rn 9' TYP. H/C LEV.= 298.42 cv 48' 155.00' ''tip o PARKING - �® 00 14 B _- R2.0 (n R12.0 1 9' TYP. H/C 9 TYP. H/C X `b t° i PARKING STRIPING tLt ` `` (3i UJ EP S S 102.96 ; C l PHASE I R2.0' "',� . MATC EXIST. vJ N 5 t 4 `t BUILDING C ` 4 ; ® ' CURB o 6000 sf Retail 25' FIRE LANE `, N o =-� xON 50' ran a ❑© No 2.0 �...__ _ 25.0' REMOVE & REPM E vi E 9 TYP. H/C ° w o EXISTING PAVEE T ! `'� PARKING Q o '� .•,,, - -' ' 0 I 25' E FI LA+& Qe -11"0 242 ` `• o '� 2 @ 9 " _ _ 1\11.5' o� MATCH EXIST , LL . ` co 1 .50 3 @g' cn _ - "o W` - PAVEMENT i 1 �. o _ , - - C C R 0 , 25.00 1\2.0' o - ' _ -:. 1 ` „ 1\12.0',.. ^.._ W _15:28 1/2 IRF _ D `N`�SON _ ----f• . W � NV GH 81 � ! , \ ' A 00' W S SS 2A1 •0 1\2.0' - W _. S 49 7 ' 1 ;EXI`T.ClB _X ' 0 ZON ! 25.00 18. / �.. W - W SS x135 35 50 W .1 7 i � ~ -' O t}� t Y z R2.0' R2.0 R2:o' W SS t 0} ! - (T EI1 IA�1 "._ • 3 1 __ 5@ }S ; 9 1\1• SS SS ROLL DOWN CURB ZONE R \ R11.0' _ '., W 'EX1S SS �...._ @ ACCESS EASEMENT ' 1\2.0 c � c�S A N ,/� _.�`_ - ! ;, �.. ~-' --`• ; � �. I 1\12.0 E jS a SAN. SE A EXIST. 20' P.U.E. t T t k - Gp,R 20I�00 ___ EXIST. FIRE HYDRANT r' \ v- Q �1 !' TO BE REMOVED &. < FUTURE �\ 1 41 a , EXIST. ` } E l ; �� �� LU Z 189.77 U �: T 1\2.0' RELOCATED REF. A/C3.1 PHASE II '4, m 3 �, 1 -~ -� , y t sL �� BLDG. _ • rn i °' i 0 j• ,. ;U , ,` FUTURE ,_� t- , `� � �;,: - \ PAD SITE 28.00 SIGNAGE BY w 't - �' ~ \ z PROP. 20 P.U.E. FIRE LANE *`� OTHERS PHASE II m �� ~ ~.- i t ;. • UJ , 7a PAD SITE �` s �,, - tY ` " ~� 00 .�..� i _ L... -- O 20. '0 118.93 BLOCK 1 LOT 5 -R rn �� M / ,- .._.... L LLJ y t 24.00' F RAGS INVESTMENTS, L.L. . �� N � ! _- �.. •; ; }; r C 0 5937/112 ~ L N ,/ : y N V 0.840 Ac. N f r�' \ ! + �' O ! a' 0 Isss- 1 0 bD " r - ,% _ 1 \ C s - �1 - ZONED .. -1 - - - ~ C O N 12.13' 12.00' `, 14' 03' ? -- ', ' i - �.Q O ' R 12.0' �...� `" : - .� �� ,�� -. o , - r Y 12.0 i O Q 05/1 e te: m - R12a0' REMOVE EXIST. CURB / i .� '"� - y - ' t t °•. ,. er g` o�� � Q- 1 v4 f: ' t, �Q i 29.8' ° 92.98' 39.55 v, 138.54 , 1 r -' � �`ti _.. Ui N ' � 1 . � N \,�` � I �� -_�C' � ~, -...`- ~ �� ! �, i� t \ 1 .0' l �° ; - -: V 1\12.0 Project Number: R 5. -,,.. , Q- 9.o A t ` - 0 - �-''`; 04 -0324 BLOCK 1 LOT 5-A \FOUR AGS INVESTMENTS, L.L.C. 5937/115 9.675 Ac. ZONED C -1 te. E---- -- . _ - _ UE- -UE _... b i ,5 Aw ovs NV 18 � 1 .. • • I IRF ♦0� AO BY April 29, 2005 STIR KE TO FIRST BRANCHES A5 NECESSARY FOR May 1G, 2005 QQ �1 5� July 22, 2005 AK4 FIRA SUPPORT AK�-i ►�Q''G ♦ � W WIRE SHALL NOT TOUCH ♦ Q OR'�UB ADJACENT G, TnNK5 OR BRANCHE5 S �`�L 3 6 2" X 2'• HARDWOOD STAKES � ♦ DRIVEN FIRMLY A MINIMUM OF IRF 6 1B" INTO THE 51JBGRADE v It 5 •� PRIOR TO BACKFLLING CCU •� 2 STRAND 12 GAUGE GALV. � 1J� tl �! It g N RUBB H05E 6 9CASED 0 0 0 d� 3'• MULCH FROM TOP OF STAKE AE - 2 WIRE SUPPORTS SHALL 8E I W AE FORM SAUCER WITH USED ON MAIN STRUCTURAL O ng $ b 9" (ONTINUOUS RMA - -1' � BRANCHE5 hE Cn C — • ' •I I I� 1 11=1 11= 5PECIFIE) PLANTING MIX 149.88 WAS & AMP To ° n - REMOVE AIR POCKETS I I 111 - - a tRF W W W I - 1— III — III —III L "�I 29 0 41 1 04" IN 2 9. w W W _..� Vy --- W w w 11 =1 11 =1 w W. W w 2 X BALL DIA. /DryLaid Keystone Brick Paver, MULTI - TRUNK TREE STAKING Brick Red or Approved " P SCALE: NOT TO SCALE Equivalent Nyli SCALE 30' 60' 9 0' \ Y FUTURE \ PHASE II PAD SITE BLOCK 1 LOT 5•R FOUR AGS INVESTMENTS, L.L:a 5937/112 0.840 At ZONED C-1 PLANT LEGEND AND POINT5 r ROVIDED 21 Cedar Elm 2.5 " -3.0" Cal 150 2700 Ulmuo crassifoll,c.- )TES: 46 Crape Myrtle min. 1,25" cal /6' tall 40 18401 III areas will.be covered by an automatic irrigation System (an irrigation plan will be Submitted bcfore the C .O. i5 REQUIRED POINT CALCULATIONS REQUIRED BUFFER CALCULATIONS Lagerotromia ineca anted). Areas disturbed during construction Shall be repaired and overseeded to return turf coverage Site Developed Area 174895 of / 1000 x 30 = 5247 Landscape Points Buffer Wall Distance 200' min, 1.25" cal /6' tall 40 1240✓ Soil Preparation Guidelines L 50% Native 5oIl 5treet5 Points 497 total frontage / 50 x 300 = 2982 5treet5cape points buffer Canopy Trees Req,'d: 200 ft /25 = 8 Canopy Trees Duffer Non - Canopy Trees Req 200 ft/ 15 = 14 Non - Canopy Trees 25% Compost a p - < 136 Co 25% Brick Sand Total Points Re 8229 oint5 m�act N�ndina 5 dal (min. 3' tall) 10 1360 All landeca P e areas where Surface iS not indicated as ground cover Shall be covered by turf grao5. DUFFER TREES PROVIDED Nandina domestca 'Compacts' 100% coverage of ground cover, decorative paving, decorative rock or perrenial grass iS required 411 parking islands, REQUIRED 5TREET5CAPE TREE5 ales and drainage area5, the parking lot setback, rights -of -way and adjacent property disturbed. during construction Buffer Canopy Trees Provided 8 Canopy Trees All planting mixed Sh p 127 [ndian Hawt 5 qal 10 1270 i all be - 2 arts black hummuo,1 p art; brick Sand tillled into or mixed with nat!ve soils to the 314' Wellborn Road Frontage / 25 = 13 Trees Buffer Non - Canopy Trees Provided 14Non- Canopy Trees Rhapieolepls ind .a ecified depth 183' 5outwoot Parkway Frontage / 32 = 6 Trees Beds by parking lot closest to west property line are outlined in steel edging as Shown. Total itreet5ca e Trees Re erred 1� Trees REV4EW ® Q Asian Jamine br•ou ndcover 1 gal 0 3' ear'thern berms form screen between parking lot and Wellborn Road on Southern edge of sifie. p t� CO Trachleosperrnur�l aoiaticum Planting in the Suffer Yard is not included in point calculations. �S -,� S used to Screen the parking along 5outhwest Parkway must be a min. 3' high. DEC 20 5 Plant p g g 11- . t, r '' T4al Points Provided 8410 e�/ � CQLLGk 5(ll..{V pt DEVELOPWNT SEF VIC l c' 14--AE- PHA BUILDING C r 0 •Ilt sf Retail R � c c fill O i - 3 Top of -mulch 19 1" below top of Steel edgrng. Steel edging 2" above 2 layer shredded red bark mulch finloh.d grade. W x l �� O w, \�� \ % UE `co` Gram or other / u �. material (5e p Gdn). ____.. _---UE Rototill exletin 9011 to a 6 -1o 9 _..-- ---"UE UE —_ — o a i hummus, l art sand. U htlytill , _��. \ \\ , depth. Add 2 parts black ° p g into soil. Crown to center. W 5HRUb PLANTING j 0 a '- 1' SCALE NOT TO SCALE ` ' MODEL 4H 6—UNIT BICYCLE t I RACK BY DERO OR EQUIV. bNE UNIT PER BUILDING MIN. 3' CLEAR FRONT 6 BACK PHASE BUILDING B 9000 sf Retail - AE AE AE AE AE AE T PHASE SPREAD O BUILDING A 6000 V. Retail 4 3 / PLANT THAT TOP OF ROOT :. BALL 15 EVEN WITH THE LO�:AL BENCHMA FINISHEV,GRADE TOP OF FIRE HYDRA qT _ • PAINT ill CUTS OVER r DIA. ELEV.= 298.42 3 2 5TRANO TR15TED 12 GUAGE W GAL diRE ENCASED IN T' DIA. RU5B-!? H05E A HAWNOOD STAKES " 1 -3 51•AKE5 2' X 2" 3 DRIVE d (MIN. 16) FIRMLY INTO ! UBGRADE PRIOR FORM 0 TO OPCKFILUNG SAUCER 5TAKI: ABOVE FIRST BRANCHES 0 OR A's NECE55AIZY FOR FIRM MULCH I ' W 1/2 IRF SPECIFIED PLANTING MIX -� _ •_,_, WATE'. & TAMP TO _ W REM6 E AIR POCKET5 W S 5-- 9 3 OIE: 1 -1 III —III =1 _ W W S 5rj / STPt.ING AS REQUIRED 2X5 L VIA. SS S SS SS -''' S S — 1 IRF 3 TREE PLANTING - VERTICAL STAKES SCALE: NOT TO SCALE Q F URE rnd a PHAS N PAD SITE z _ � � • cv NOTE: Revisions BY April 29, 2005 Ate May 1G, 2005 AKA July 22, 2005 AK4 Nov 16, 2005 AK�-i .MP A e 00 o,t '•e e0 o e° ease eeees°/ 0 0 .. 01 e'p • o •eooes r .• 1900 , o Q e U �j�tios �•: e c ee CEN 5 •• � 011 I 0- CI .X 6 6 v It 5 •� CCU •� k. 1J� tl E It g d� o ° o� a I $ b Cn C Cn. n Cn 2 U a IL 0 .�"� .. V1 F e o �a O c I 0- Vii:.' � 1• ��'� �l •!W! gym. fl7 MIMIM v "Ii�� ! , ��® •. ��. i IBM F" A -