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Home My WebLink AboutDrawingI I EXISTING LOT I - COMMERCIAL FIRE HYDRANT # iLEHTONEN INVESTMENTS, LTD (EXISTING PAVEMENT) 511 UNIVERSITY DR., EAST Ste. # 200 COLLEGE LEGE 0 ELE STATION C. EASEM Tx 77840 ENT I CITY OF BRYAN (V98/PCJ77) .f mm I W � I I I Z ••3 2 rn � s :I 25' C.O.C.S. P.U.E. 30' PRIVATE ACCESS (V940, POG8) EASEMENT (V3922/Pcg282) I I J 20' P.U.E. � � ;(EXISTING BLDG.)%(V705/PcgG23) (VG02/Pcg519) 1 i �D �� N 0-) �I m I I 15 (EXISTING PAVEMENT) 4 [5fl 22'-7" DRIVE AILSE I cern p,l m (EXISTING) 11 1 L 1 I- I ffFIRE LANE FI LANE FIRE LANEg NE 3 FI FIRE rrn ° I f„ N z .p N`dA 9 P.U.E. 10524/272) L -=L_ 7 TEL TEL f EXISTING .,.1 12 SIGN (TYP.) c�T cT Ac SMT m �j . d GV9 - GV9 GV9 GV9 SVD `d0 Sd9 Sd0 Gd0 - 8 SW SW 8 8W =8U✓ 10, P.U.E. 5 GO"33' 13" W 215.30 S GO°33' 13" W 20@.29' (OLD R -O -W) 5C=3 I 1.4G':DD I N 7402G'47" W 12.73' SEE GENERAL NOTE # 13 9 SEE GENERAL NOTE # 13 24 II 13 1 14 LANDING EE E - E ffX15TING SIDEWALK _ _ __. __ EXISTING 4' SIDEWALK A.D.A. RAMP DOME BRICKS (TYP.) MATCH ROCK PRAIRIE ROAD UTILITY POLE CP(P)120' R 0 W SITE LAYOUT SCALE: V = 20' 2 NUMERICAL LEGEND: _ I. BENCHMARK: RIM ELEV.=310.88............., N - 5,224.02 S ,.I 3. E 4,891-37 7 1 N F -CUT � REMOVE k= f� CURB AS SHOWN. 2. SAdV £• 3. 4' .NIDE A.D.A. PATH f E WAY; 2% MAX. GRADE ALL DIRECTIONS. 4. A.D.A. - f m RAMP SEE DETAIL THIS SHEET. E 5. r REMOVE EXISTING SIGN PLACE AT f ENT f I RANCE. ' : k.., (n G. TEf_ECOMM B ,ik `s Z OX' 23 LINEAR FEET OF DOUBLE 2 CONDUIT. o 4 o 0 7. EXISTING 4" PVC CONDUIT .,•� N y+ k...."..,. r i (TO BE USED FOR WATER SERVICE LINES). •• 8. 3G L.F. - DECORATIVE STEP 5 •` AtFii RD � .s " kpR9 �...... � W I 57.9,, 9. DBL. (2) - 1 "O DOMESTIC WATER METERS BOXES." _ 1 27 i 10. A.D.A. HANDICAP SIGN (SEE DETAIL SHEET). }. PROJECT SITE i . G" RAISED CURB SECTION. SEE DETAIL SHEET. 12. 18" x 8" SADDLE -TAP * VALVE, SEE 8" WATER MAIN SHEET FOR DESIGN t_............. 13. 1 2 1 L. F. OF 8" DR 14 C900 PVC WATER LINE w/M.J. FITTINGS, 4' COVER nl� I 14. EXISTING LANDSCAPING. DO NOT TOUCH. W WN j' T Nr " 5. E�.ISI NG STO RM WATER INLETS. o UwoI In I G. Ti;:: INTO EXISTING CURB AS SHOWN. LOCATION MAP N W 17. DI=CORATIVE SIDEWALK. TO BE DETERMINED BY OWNER. NOT TO SCALE 18. GRE TRAP: FLUSH WITH PAVEMENT. GENERAL NOTES: NT. TO BE SIZED BY OTHERS. 1. BENCHMARK ELEV. = 310.88 BENCHMARK ELEVATION FOR EXISTING PROPOSED N 19, GREASE TRAP SUPPLY LINE. 22 L.F. OF G"O SDR 2G PVC @ -1 .0% (MIN.) EL .., o WER RIM ELEVATION LOCATED ON NORTHERN PORTION C 20. G'O SANI_TARY SEWER CLEANOUTS BOXES TO BE FLUSH WITH ofTrAie�oT BY me SANITARY BSiJLDNG. z V1 ct _. PavEME _: _ 2. THE CONTRACTOR SHAL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING h N NT w/METAL COVERS. FIL IN=308.00' FLOUT - - -- / 30@.80 - _ - -- - � ~ � _ ,_ _ CONTACT DIG TESST@81-8 0344-8 RJOATO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL z x 2 I SANITARY SEWER SERVICE LINE. 40 L.F. OF G O SDR 2G PVC @ I O.O% 3. ALL CONSTRUCTION SHALL BE IN I CCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES AND _7. � `' I. w:: w W `� ~ f -/L IN = +/- 308.00' F/L OUT = 304.00', USE EXTERNAL DROP CONNECTION SPECIFICATIONS FOR WATER, SE1 ER, DRAINAGE AND STREET CONSTRUCTION. TESTING W H O W ?........._, Z SHALL BE PERFORMED IN ACCORDANCE WITH THE CITYS STANDARDS. ALL CONSTRUCTION £„ I 0 W ° 22. 2 - I "%%X WATER SERVICE LINES * WATER VALVE VAULT SHALL B W Q - z 2 E COORDINATED WITH THE CITY ENGINEERS OFFICE PRIOR TO START. 00 3, UNDERGROUND VERIZON TELECOMM (VERIFY DEPTH) 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION z w DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. _z ��J 1 w m o W W 24. PROPOSED 2 f 4 L. F. OF ATMOS GAS SERVICE -CONTACT ATMOS GAS 5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY. OTHER 00 `@ W o �'- 25. 3 - 4 ELEC. CONDUITS -SEE NOTES THIS PAGE UTILITIES MAY BE PRESENT THAT IRE NOT SHOWN ON THE CONSTRUCTION DRAWINGS. THE V O � �I -' w D c) CONTRACTOR SHALL BE RE5PON IDLE FOR LOCATING AND PROTECTING OF ALL BURIED UTILITIES 2G. PROPOSED DBL. GAS SERVICE LINES (75') * VAULT - CONTACT ATMO5 GAS G. THE PROPOSED BUILDINGS AND 50CIATED DIMENSIONS SHOWN HEREIN z p Z I G WERE PROVIDED BY BILL SCARM hDO, WC5 ARCHITECTS. =W �' 27. 4 BIKE RACK: G' x 9' CONCRETE PAD. SEE DETAIL THIS PAGE. b'L„ `r,� 7. THE SUBJECT PROPERTY IS CU NTLY ZONED C -I GENERAL COMMERCIAL. 1'�, C�co-(an than � 8. THE SUBJECT PROPERTY DOES OT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD � ry HAZARD AREA AS ESTABLISHED Y THE FEDERAL EMERGENCY MANAGEMENT C*n oh q/2-7/13 3 9. ALLEPROP PRONCY: MAP PERTY FORMATION FOUND HEREIN, EFFECTIVE I 82C, NCLUDING METES AND w U J II BOUNDS w 3 DESCRIPTIONS * UTILTITY EASEMENTS, WERE PROVIDED BY STRONG SURVEYING CO., * O NOVEMBER 201 I .1-4 10 10. ALL SIDEWALKS AND RAMPS SH I'LL BE CONSTRUCTED IN STRICT ACCORDANCE WITH A.D.A. d \\ (AMERICANS WITH DISABILITIES CT) AND T.A.S. (TEXAS ACCESSIBILITY STANDARDS) REQUIREMENTS AND STANDARD ANE I 1. ALL CURB RADII SHALL BE PF BACK OF CURB UNLESS NOTED OTHERWISE. Iq Y" X 2" ANCHOR BOLTS (TYPICAL) 12. CONTRACTOR SHALL PLACE GRASS SOD (ST. AUGUSTINE) TO PROMOTE GRASS RE-GROTH w p 2G I 35" TO ALL AREAS THAT HAVE BEEN DISTURBED BY CONSTRUCTION. p 13. NEW RIGHT-OF-WAY/ PROPERTY IIINE ESTABLISHED BY THIS SITE PLAN PER CITY i I REQUEST FOR 9 FEET OF RIGHT QF WAY ALONG ROCK PRAIRIE ROAD. 14. BUILDING SETBACKS: FRONT: 2 �' , REAR: 15', SIDE: 15', SIDE STREET: 15' 15. PHASE 2 BUILDING WILL USE ONE'i OF TWO EXISTING 8'x 8' TRASH BINS LOCATED BEHIND EXISTING PHASE I BUILDING. II 17. 100% PERENNIAL GRASEIGNAGE OF GROUND COVER, PERMITTED SEPARATELY. VER, DECORATIVE PAVING, DECORATIVE ROCK, OR A S IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, 15 „ THE PARKING LOT SETBACK, RIG TS -OF -WAY, AND ADJACENT PROPERTY DISTURBED 24 DURING CONSTRUCTION. 11 18. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED 50 AS NOT TO BE VISIBLE FROM ANY PUBLIC R(GHT-OF-WAY OR Lu 10 * BIKE' RACK CONCRETE PAD SHALL BE G' x 9' IN SIZE RESIDENTIAL DISTRICT WITHIN 150- OF TEH SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH CREENING SHALL BE COORDINATED WITH THE 'RACKS NEED 3' SEPARATION FROM BACK OF CURB BUILDING ARCHITECTURE AND SOLE TO MAINTAIN A UNIFIED APPEARANCE. 14 DBL. INVERTED 'U' BIKE RACK (4-13IKE) DETAIL 19. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 - OF THE UNIFIED DEVELOPMENT NOT TO SCALE T ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED IITELECTRICAL/UNDERGROUND UND ELECTRICAL: COLEvEs sHAL PROVIDE THE ELECTRICAL DESIGN / LAYOUT FOR THIS -. PROJECT. 2. BUILDING SHALL HAVE THREE SE�ARATE ELECTRICAL cIq DEWA REVIEWED�R METERS: ONE FOR EACH LEASE O :SILK SPACE AND THE THIRD FOR GENERAL USE.Uj MI s @Q I LANDSCAPING REQUIRMEN,TS: LEASE SPACE 2 C LI i�) C I I • ALL LANDSCAPING REQUIRMENTS FOR THIS PHASE 2 PROJECT WERE ALREADY ® cl) ACCOUNTED FOR AND INSTALLED. Q CL -1 SUN Q� 01Z - STORM WATER MITIGATION, NOTES: �r 4 x 5 LA Y. LADING AREA I i . CONTRACTO70_ WNER I5 RESPONSIBLE FOR FILING A NOTICE TO INTENT (NOI) WITH _ (� 1568 5F ELEV. = 3 1 1.80' ( ) TCEQ PRIOR TO CONSTRUCTION (IF f fQUIRED). .j..1 O V ♦ I �'iiJ�.Li=�aC .� ii�►t i F.F. = 312.00' 2• THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION DEVELOPMENT SERVICES ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO cnW 11- 19.4' RAMP @ 8.0% LAT FILED:S. 3. ALL STORM WATER PRODUCED FROM DIMENT FROM THE PROJECT SITE. PREVENT THE TRANSPORTATION OF S • � _-••„-_� ._• � �M THIS PROJECT SITE FLOWS TO THE PARKING LOT AREAS AND IS CAPTURED BY THE EXISTING INLET GRATES. THE STORMWATER IS THEN (� CONVEYED TO THE EXISTING, SHARED DETENTION FACILITY LOCATED ON LOT 4 OF THIS G n�L I II IG '� F FBUILDiN2G00 DEVELOPMENT. uj 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER co DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEADS NECESSARY TO PREVENT THE OCCURANCES OF WIND BLOWN LITTER FROM THE PR JECT. WATER * SANITARY 5EWE LOADINGS - 1. 0. TOTAL DESIGN AMOUNT OF FIXTURE UNITS IS GO F.U. (COMBINED) 2. PROJECTED WATER * SANITARY SEWER DEMANDS: AVERAGE lifEAK MAXIMUM WATER GO gpm 240 gpm 40,000 gpd SEWER 2,000 SITE CLEARING AND 9GRAD1 G: 35,000 ep d I , SITE PREPARATfON: CONTRACTOR $f1ALL CLEAR AND GRUB PROJECT SITE OF ALL TOP SOIL AND ORGANIC MATERIAL. TOF SOIL SHALL BE STOCKPILED ON-SITE AT A (� LOCATION DESIGNATED BY OWNER. �[ 2. ALL AREAS THAT ARE FOUND TO BE PUMPING' OR'51NK-HOLES' OR NOT TO BE IN 1 0- ORIGINAL UN -EXCAVATED COMPACT D STATE, SHALL BE REMOVED AND REPLACED WITH J /� 25 2 STEPS TO If- LANDING I SELECT FILL, COMPACTED PER Z PROJECTS SPECIFICATIONS. W F REV�EE® �,0� DEMOLITION / CONSTRUCTION WASTE: '� u MEET GRADE dU ELEV. =310.25' ( 1. CONTRACTOR SHALL PROVIDE CONTAINMENT FOR WASTE, PRIOR TO, AND DURING, _ COMPLIANCE DEMOLITION /CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES /METAL DUMPSTERS O (,.. GE ( I SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTORS) ONLY. W FIRE PROTECTION * FIRE FLOW ANALYSIS: a 2 J Z 2G - _ - Jur� a f7 2o1z W � _. - '- 309.65= -- 1 . PROP50AED BUILDING WILL CON515 OF 2,679 5.f. AND SHALL BE BUILT OF 4''IMIDE-All.-D.A. PA _._ IN S i• STRUCTURAL TH t SOLATION PANEL CLASSIFYING IT��S Tl i E 5-B CONSTRUCTION. _OLLE E `2. PER THE INTERNATIONAL FIRE CODE 2003 TABLE B 105.1 , A MINIMUM OF 1,500 g.p.m. OF Lu OE OTI FIRE HYDRANT IS REQUIRED.ENGINEERING 3. FIRE HYDRANT S LOCATED N FRONT V 0 OF THE BUILDING ALONG STATE HWY G. IT IS 129 0 W N Lf. TO THE CLOSEST CORNER OF THE BUILDING AND 224 I.f. TO THE FURTHEST CORNER. ® r (CL D FIRE HYDRANT #2 IS LOCATED IN THE BACK OF THE RETAIL CENTER TO THE NORTH 21 I FEET W O 1 V I ®®® AWAY. G U. E. 272) Z W ®�' ®® PARKING/PAVEMENT DESIGN: O N j 0 PCE OF TF�� I: • °e : I . DRIVE-THRU PAVING SHALL BE G" THICK REINFORCED CONCRETE WITH #3 REBAR (GRADE Q� Q TEL 309.49 ®* �k GO) AT 1 2 ON CENTER, BOTH WAYS c *0 I t L a�� 2 FOR MADE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR IS RESPONSIBLEcv Z G oss •eeaeeoeoeoeeooe ® GATTIS MAINTAINING SLUMP DURING PLACEMENT. (5 SLUMP MAXIMUM)M U O ~ I I ®o®.S� ON• oG.® ,�® 3. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT OF CONCRETE. W (( Off, 10pe. 9096 0 PARKING ANALYSIS: 00 Lu 23 I. REQUIRED PARKING: ALEXISTING RETAIL CENTER (PHAS : 19,284 s.f. = 77 PARKING SPOTS FQ- - U) I� ®® PHASE I HIGH INTENSITY USE: I = 15 PARKING SPOTS 309.40' STORM PHASE 2 DRIVE-THRU RETAIL: i 2,679 5.f. = I I PARKING SPOTS N U) W INLET ADMINISTRATIVE ADJUSTMENT: -9 PARKING SPOTS TOTAL REQUIRED: 94 PARKING SPOTS1)-- 1 4 I� W t>J PROVIDED PARKING: O J LAVA HANDICAP SIGN J 9 11`.U.E.�1052�272) EXISTING - = J I PHASE 2 DRIVE-THRU RETAIL: 11 I) 2,679 5.f. = 40 PARKING SPOTS �' O I I •` TOTAL PROVIDED: 1 15 PARKING SPOTS' INCLUDES I REQUIRED A.D.A. HANDICAP PARKING SPOT SITE HANDICAP PARKING LAYOUT UTILITIES - S OWNER/DEVELOPER DRAWNBY: JOE G. SCALE: 1" = 20' SCALE: 1" = 10' ' LEHTONEN INVESTMEN S, LTD DATE: MARCH 2012 Pm.1 511 UNIVERSITY DR., EAS Ste. # 200 SCALE: NOTEDS_ COLLEGE STATION, Tx 77840 PROJECT #. GE022001 ii do",nninQ i to, " ut-,ipj "^40� ' 7/ ELEVATION O o 5C=3 I 1.4G':DD � LANDING ffX15TING SIDEWALK 3 12.22' - - R22' � - - - - cn BC=311.42' "k' . 0 ............ .............. ............. ............. ............. ............. 15C=3 1 1.251 ............. ....... BC=3 12.00' o_ CURB @ -1 .0% 8'-4" _ ::. _ 1,51 5C=31 1.00' I G'-511 0 O LEAH SPACE I LEASE 2 ' -SPACE III 15F F.F. = 312.00' 1568 SF F.F. = 312.00' I IL o I I GO' DECORATIVE STEPS TP=310.75' I BC=3 10.70' BC=3 10.82' SITE ELEVATIONS SCALE: 1" = 20' 2 NUMERICAL LEGEND: _ I. BENCHMARK: RIM ELEV.=310.88............., N - 5,224.02 S ,.I 3. E 4,891-37 7 1 N F -CUT � REMOVE k= f� CURB AS SHOWN. 2. SAdV £• 3. 4' .NIDE A.D.A. PATH f E WAY; 2% MAX. GRADE ALL DIRECTIONS. 4. A.D.A. - f m RAMP SEE DETAIL THIS SHEET. E 5. r REMOVE EXISTING SIGN PLACE AT f ENT f I RANCE. ' : k.., (n G. TEf_ECOMM B ,ik `s Z OX' 23 LINEAR FEET OF DOUBLE 2 CONDUIT. o 4 o 0 7. EXISTING 4" PVC CONDUIT .,•� N y+ k...."..,. r i (TO BE USED FOR WATER SERVICE LINES). •• 8. 3G L.F. - DECORATIVE STEP 5 •` AtFii RD � .s " kpR9 �...... � W I 57.9,, 9. DBL. (2) - 1 "O DOMESTIC WATER METERS BOXES." _ 1 27 i 10. A.D.A. HANDICAP SIGN (SEE DETAIL SHEET). }. PROJECT SITE i . G" RAISED CURB SECTION. SEE DETAIL SHEET. 12. 18" x 8" SADDLE -TAP * VALVE, SEE 8" WATER MAIN SHEET FOR DESIGN t_............. 13. 1 2 1 L. F. OF 8" DR 14 C900 PVC WATER LINE w/M.J. FITTINGS, 4' COVER nl� I 14. EXISTING LANDSCAPING. DO NOT TOUCH. W WN j' T Nr " 5. E�.ISI NG STO RM WATER INLETS. o UwoI In I G. Ti;:: INTO EXISTING CURB AS SHOWN. LOCATION MAP N W 17. DI=CORATIVE SIDEWALK. TO BE DETERMINED BY OWNER. NOT TO SCALE 18. GRE TRAP: FLUSH WITH PAVEMENT. GENERAL NOTES: NT. TO BE SIZED BY OTHERS. 1. BENCHMARK ELEV. = 310.88 BENCHMARK ELEVATION FOR EXISTING PROPOSED N 19, GREASE TRAP SUPPLY LINE. 22 L.F. OF G"O SDR 2G PVC @ -1 .0% (MIN.) EL .., o WER RIM ELEVATION LOCATED ON NORTHERN PORTION C 20. G'O SANI_TARY SEWER CLEANOUTS BOXES TO BE FLUSH WITH ofTrAie�oT BY me SANITARY BSiJLDNG. z V1 ct _. PavEME _: _ 2. THE CONTRACTOR SHAL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING h N NT w/METAL COVERS. FIL IN=308.00' FLOUT - - -- / 30@.80 - _ - -- - � ~ � _ ,_ _ CONTACT DIG TESST@81-8 0344-8 RJOATO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL z x 2 I SANITARY SEWER SERVICE LINE. 40 L.F. OF G O SDR 2G PVC @ I O.O% 3. ALL CONSTRUCTION SHALL BE IN I CCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES AND _7. � `' I. w:: w W `� ~ f -/L IN = +/- 308.00' F/L OUT = 304.00', USE EXTERNAL DROP CONNECTION SPECIFICATIONS FOR WATER, SE1 ER, DRAINAGE AND STREET CONSTRUCTION. TESTING W H O W ?........._, Z SHALL BE PERFORMED IN ACCORDANCE WITH THE CITYS STANDARDS. ALL CONSTRUCTION £„ I 0 W ° 22. 2 - I "%%X WATER SERVICE LINES * WATER VALVE VAULT SHALL B W Q - z 2 E COORDINATED WITH THE CITY ENGINEERS OFFICE PRIOR TO START. 00 3, UNDERGROUND VERIZON TELECOMM (VERIFY DEPTH) 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION z w DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. _z ��J 1 w m o W W 24. PROPOSED 2 f 4 L. F. OF ATMOS GAS SERVICE -CONTACT ATMOS GAS 5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY. OTHER 00 `@ W o �'- 25. 3 - 4 ELEC. CONDUITS -SEE NOTES THIS PAGE UTILITIES MAY BE PRESENT THAT IRE NOT SHOWN ON THE CONSTRUCTION DRAWINGS. THE V O � �I -' w D c) CONTRACTOR SHALL BE RE5PON IDLE FOR LOCATING AND PROTECTING OF ALL BURIED UTILITIES 2G. PROPOSED DBL. GAS SERVICE LINES (75') * VAULT - CONTACT ATMO5 GAS G. THE PROPOSED BUILDINGS AND 50CIATED DIMENSIONS SHOWN HEREIN z p Z I G WERE PROVIDED BY BILL SCARM hDO, WC5 ARCHITECTS. =W �' 27. 4 BIKE RACK: G' x 9' CONCRETE PAD. SEE DETAIL THIS PAGE. b'L„ `r,� 7. THE SUBJECT PROPERTY IS CU NTLY ZONED C -I GENERAL COMMERCIAL. 1'�, C�co-(an than � 8. THE SUBJECT PROPERTY DOES OT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD � ry HAZARD AREA AS ESTABLISHED Y THE FEDERAL EMERGENCY MANAGEMENT C*n oh q/2-7/13 3 9. ALLEPROP PRONCY: MAP PERTY FORMATION FOUND HEREIN, EFFECTIVE I 82C, NCLUDING METES AND w U J II BOUNDS w 3 DESCRIPTIONS * UTILTITY EASEMENTS, WERE PROVIDED BY STRONG SURVEYING CO., * O NOVEMBER 201 I .1-4 10 10. ALL SIDEWALKS AND RAMPS SH I'LL BE CONSTRUCTED IN STRICT ACCORDANCE WITH A.D.A. d \\ (AMERICANS WITH DISABILITIES CT) AND T.A.S. (TEXAS ACCESSIBILITY STANDARDS) REQUIREMENTS AND STANDARD ANE I 1. ALL CURB RADII SHALL BE PF BACK OF CURB UNLESS NOTED OTHERWISE. Iq Y" X 2" ANCHOR BOLTS (TYPICAL) 12. CONTRACTOR SHALL PLACE GRASS SOD (ST. AUGUSTINE) TO PROMOTE GRASS RE-GROTH w p 2G I 35" TO ALL AREAS THAT HAVE BEEN DISTURBED BY CONSTRUCTION. p 13. NEW RIGHT-OF-WAY/ PROPERTY IIINE ESTABLISHED BY THIS SITE PLAN PER CITY i I REQUEST FOR 9 FEET OF RIGHT QF WAY ALONG ROCK PRAIRIE ROAD. 14. BUILDING SETBACKS: FRONT: 2 �' , REAR: 15', SIDE: 15', SIDE STREET: 15' 15. PHASE 2 BUILDING WILL USE ONE'i OF TWO EXISTING 8'x 8' TRASH BINS LOCATED BEHIND EXISTING PHASE I BUILDING. II 17. 100% PERENNIAL GRASEIGNAGE OF GROUND COVER, PERMITTED SEPARATELY. VER, DECORATIVE PAVING, DECORATIVE ROCK, OR A S IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, 15 „ THE PARKING LOT SETBACK, RIG TS -OF -WAY, AND ADJACENT PROPERTY DISTURBED 24 DURING CONSTRUCTION. 11 18. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED 50 AS NOT TO BE VISIBLE FROM ANY PUBLIC R(GHT-OF-WAY OR Lu 10 * BIKE' RACK CONCRETE PAD SHALL BE G' x 9' IN SIZE RESIDENTIAL DISTRICT WITHIN 150- OF TEH SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH CREENING SHALL BE COORDINATED WITH THE 'RACKS NEED 3' SEPARATION FROM BACK OF CURB BUILDING ARCHITECTURE AND SOLE TO MAINTAIN A UNIFIED APPEARANCE. 14 DBL. INVERTED 'U' BIKE RACK (4-13IKE) DETAIL 19. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 - OF THE UNIFIED DEVELOPMENT NOT TO SCALE T ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED IITELECTRICAL/UNDERGROUND UND ELECTRICAL: COLEvEs sHAL PROVIDE THE ELECTRICAL DESIGN / LAYOUT FOR THIS -. PROJECT. 2. BUILDING SHALL HAVE THREE SE�ARATE ELECTRICAL cIq DEWA REVIEWED�R METERS: ONE FOR EACH LEASE O :SILK SPACE AND THE THIRD FOR GENERAL USE.Uj MI s @Q I LANDSCAPING REQUIRMEN,TS: LEASE SPACE 2 C LI i�) C I I • ALL LANDSCAPING REQUIRMENTS FOR THIS PHASE 2 PROJECT WERE ALREADY ® cl) ACCOUNTED FOR AND INSTALLED. Q CL -1 SUN Q� 01Z - STORM WATER MITIGATION, NOTES: �r 4 x 5 LA Y. LADING AREA I i . CONTRACTO70_ WNER I5 RESPONSIBLE FOR FILING A NOTICE TO INTENT (NOI) WITH _ (� 1568 5F ELEV. = 3 1 1.80' ( ) TCEQ PRIOR TO CONSTRUCTION (IF f fQUIRED). .j..1 O V ♦ I �'iiJ�.Li=�aC .� ii�►t i F.F. = 312.00' 2• THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION DEVELOPMENT SERVICES ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO cnW 11- 19.4' RAMP @ 8.0% LAT FILED:S. 3. ALL STORM WATER PRODUCED FROM DIMENT FROM THE PROJECT SITE. PREVENT THE TRANSPORTATION OF S • � _-••„-_� ._• � �M THIS PROJECT SITE FLOWS TO THE PARKING LOT AREAS AND IS CAPTURED BY THE EXISTING INLET GRATES. THE STORMWATER IS THEN (� CONVEYED TO THE EXISTING, SHARED DETENTION FACILITY LOCATED ON LOT 4 OF THIS G n�L I II IG '� F FBUILDiN2G00 DEVELOPMENT. uj 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER co DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEADS NECESSARY TO PREVENT THE OCCURANCES OF WIND BLOWN LITTER FROM THE PR JECT. WATER * SANITARY 5EWE LOADINGS - 1. 0. TOTAL DESIGN AMOUNT OF FIXTURE UNITS IS GO F.U. (COMBINED) 2. PROJECTED WATER * SANITARY SEWER DEMANDS: AVERAGE lifEAK MAXIMUM WATER GO gpm 240 gpm 40,000 gpd SEWER 2,000 SITE CLEARING AND 9GRAD1 G: 35,000 ep d I , SITE PREPARATfON: CONTRACTOR $f1ALL CLEAR AND GRUB PROJECT SITE OF ALL TOP SOIL AND ORGANIC MATERIAL. TOF SOIL SHALL BE STOCKPILED ON-SITE AT A (� LOCATION DESIGNATED BY OWNER. �[ 2. ALL AREAS THAT ARE FOUND TO BE PUMPING' OR'51NK-HOLES' OR NOT TO BE IN 1 0- ORIGINAL UN -EXCAVATED COMPACT D STATE, SHALL BE REMOVED AND REPLACED WITH J /� 25 2 STEPS TO If- LANDING I SELECT FILL, COMPACTED PER Z PROJECTS SPECIFICATIONS. W F REV�EE® �,0� DEMOLITION / CONSTRUCTION WASTE: '� u MEET GRADE dU ELEV. =310.25' ( 1. CONTRACTOR SHALL PROVIDE CONTAINMENT FOR WASTE, PRIOR TO, AND DURING, _ COMPLIANCE DEMOLITION /CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES /METAL DUMPSTERS O (,.. GE ( I SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTORS) ONLY. W FIRE PROTECTION * FIRE FLOW ANALYSIS: a 2 J Z 2G - _ - Jur� a f7 2o1z W � _. - '- 309.65= -- 1 . PROP50AED BUILDING WILL CON515 OF 2,679 5.f. AND SHALL BE BUILT OF 4''IMIDE-All.-D.A. PA _._ IN S i• STRUCTURAL TH t SOLATION PANEL CLASSIFYING IT��S Tl i E 5-B CONSTRUCTION. _OLLE E `2. PER THE INTERNATIONAL FIRE CODE 2003 TABLE B 105.1 , A MINIMUM OF 1,500 g.p.m. OF Lu OE OTI FIRE HYDRANT IS REQUIRED.ENGINEERING 3. FIRE HYDRANT S LOCATED N FRONT V 0 OF THE BUILDING ALONG STATE HWY G. IT IS 129 0 W N Lf. TO THE CLOSEST CORNER OF THE BUILDING AND 224 I.f. TO THE FURTHEST CORNER. ® r (CL D FIRE HYDRANT #2 IS LOCATED IN THE BACK OF THE RETAIL CENTER TO THE NORTH 21 I FEET W O 1 V I ®®® AWAY. G U. E. 272) Z W ®�' ®® PARKING/PAVEMENT DESIGN: O N j 0 PCE OF TF�� I: • °e : I . DRIVE-THRU PAVING SHALL BE G" THICK REINFORCED CONCRETE WITH #3 REBAR (GRADE Q� Q TEL 309.49 ®* �k GO) AT 1 2 ON CENTER, BOTH WAYS c *0 I t L a�� 2 FOR MADE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR IS RESPONSIBLEcv Z G oss •eeaeeoeoeoeeooe ® GATTIS MAINTAINING SLUMP DURING PLACEMENT. (5 SLUMP MAXIMUM)M U O ~ I I ®o®.S� ON• oG.® ,�® 3. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT OF CONCRETE. W (( Off, 10pe. 9096 0 PARKING ANALYSIS: 00 Lu 23 I. REQUIRED PARKING: ALEXISTING RETAIL CENTER (PHAS : 19,284 s.f. = 77 PARKING SPOTS FQ- - U) I� ®® PHASE I HIGH INTENSITY USE: I = 15 PARKING SPOTS 309.40' STORM PHASE 2 DRIVE-THRU RETAIL: i 2,679 5.f. = I I PARKING SPOTS N U) W INLET ADMINISTRATIVE ADJUSTMENT: -9 PARKING SPOTS TOTAL REQUIRED: 94 PARKING SPOTS1)-- 1 4 I� W t>J PROVIDED PARKING: O J LAVA HANDICAP SIGN J 9 11`.U.E.�1052�272) EXISTING - = J I PHASE 2 DRIVE-THRU RETAIL: 11 I) 2,679 5.f. = 40 PARKING SPOTS �' O I I •` TOTAL PROVIDED: 1 15 PARKING SPOTS' INCLUDES I REQUIRED A.D.A. HANDICAP PARKING SPOT SITE HANDICAP PARKING LAYOUT UTILITIES - S OWNER/DEVELOPER DRAWNBY: JOE G. SCALE: 1" = 20' SCALE: 1" = 10' ' LEHTONEN INVESTMEN S, LTD DATE: MARCH 2012 Pm.1 511 UNIVERSITY DR., EAS Ste. # 200 SCALE: NOTEDS_ COLLEGE STATION, Tx 77840 PROJECT #. GE022001 ii do",nninQ i to, " ut-,ipj "^40� ' 7/