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HomeMy WebLinkAboutDrawingsGENERAL NOTES: - DUMP5TER ON EAST 51DE OF TOWER BUILDING AND SHIELDED BY GRANITE WALLS. - ALL 51GN5 ARE PERMITTED SEPARATELY. - ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED 50 A5 NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 1 50' OF THE SUBJECT LOT, MEASURED FROM A POINT OF FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. - NO MORE THAN 5 ACRES WILL BE DISTURBED DURING CONSTRUCTION OF THI5 PROJECT. - PROPOSED BUILDING INFORMATION: - ± 1925 5.f. - MATERIALS: HARDBOARD, HARDIE PANEL, WOOD FRAME, MEMBRANE ROOF, FABRIC AWNING - NON -SPRINKLED - PROPOSED WATER AND SEWER LINES ARE DEEMED PRIVATE LINES - WATER AND SANITARY SEWER: WATER DEMANDS: MIN.= 0 GPM MAX.= 21.5 GPM AVG.= 10 GPM SEWER: I G F. U . = 18 GPM (PEAK) - PARKING ANALY515: PARKING SPACES REQUIRED (I PER 250 5F) 8 REQUIRED PARKING SPACES PROVIDED: 21 PROVIDED EXIST. FIRE HYDRANT, REFER TO 1 .01 FOR LOCATION OF fIRE HYDRANT AT FIRST AMERICAN BLVD. SANITARY SEWER TIE-IN DIRECTLY TO MAIN LINE, ELEV. 292.50 _C WATER TAP ELEV. 294.00 PROPOSED WATER METER 01� 25-0" LANDSCAPE, DRAINAGE UTILITY * ACCESS EASEMENT, VOLUME 5708, PP 7G EXIST. TRANSFORMER NEW SERVICE .r RACK NEW CONCRETE LANDING NEW CONCRETE CURB BEYOND NEW CONCRETE RAMP EXIST. CONC. CURB 0 2RAMP _D ETAI SCALE: 12 = P-0" mmm���"=mw / N � En w I I �� ,.,._......_ 0 I I II _ ------------------ En ; z I '"517A50NAL COLOR PLANTERS �� i I IU / SANITARY SEWER ENTRY AT � � 17;I In IS \ - BUILDING, ELEV. 302.00 J I� PHASE LINE, TYP. m j01 IIS 00 c i �.01 ap j � I I Ole ELEC. LINE NEW cn II PROPOSED \ I Lu BUILDING 1925 FT2 I I 0 Ole NEW C/O ' = 11 /�- 13-2"TALL I j I n 11 -,-w�" � -u ��� - NEW UG ELEC. SERVICE j —"� ELEV. 305.30 CO------------- - H I EXIST. BLOW -OFF 1 I U ASSEMBLY 2i2.o i ASS I I P CRESCENT POINT PHASE I OT I i FL 292.69 L BLOCK I 1 i 1 I cIJ �---- 1 �� I I L I AKGED . I = 201-011 ITE P 2 I .7 ACRES 10'-0" P.U.E, VOLUME 5708, PP 76 EXIST. ELEC. LINE PHASE LINE TYP .I EXIT BI KERACK2 () :ja II [304. 1 6 �57w] WALKWAY 0 :411::' NEW 5 _011 1I 51DEWALK .i. PLAZA EX15T. LIGHT I POLE WHEEL STOPS, 11: TYP . I:.F 304.43 RFE-11" H C WALKWAY II II 1305.22 304.40 i GUTTE II II II 304.34 ----------------------------- — -- -------------------------------------------------- — 25-0" LANDSCAPE, DRAINAGE 5 42010'12" W - 17G2.53' UTILITY �F- ACCESS EASEMENT, VOLUME 5708, PP 7G SOUTHWEST CRESCENT POINT, L.P. PHASE 2, BLOCK 3, LOT I R 14.25 AC RES ZONED R4 :LFSFcf/art: si:. H.LQrteppp„i. LEVATiON CERTIFICATE C7 REQUIRED Cl +11' CI +22' 0 +T 0 44' NOT RF ;IPIJJIR D COMPLIANCE DEC; 3 0 2008 COLLEGE 81 WION REF: 1/2.01 EX 115T I Ac FAVI NIG X w z N I:' I•►11�I 12.15.08 .... ........ U 12 19 08 ............... . AWH ............... 2.24-08 :31 .....................:...... ................._.. 1...2 2.9.08 ....... _. CQ 11 SUITE 300 pI BRYAN, TFXAS 7 7802 979.77G. I I I I 2 I "RCP Title: mI �I III TEMPORARY BA c jj I I 25-0" LANDSCAPE, DRAINAGE UTILITY * ACCESS EASEMENT, VOLUME 5708, PP 7G EXIST. TRANSFORMER NEW SERVICE .r RACK NEW CONCRETE LANDING NEW CONCRETE CURB BEYOND NEW CONCRETE RAMP EXIST. CONC. CURB 0 2RAMP _D ETAI SCALE: 12 = P-0" mmm���"=mw / N � En w I I �� ,.,._......_ 0 I I II _ ------------------ En ; z I '"517A50NAL COLOR PLANTERS �� i I IU / SANITARY SEWER ENTRY AT � � 17;I In IS \ - BUILDING, ELEV. 302.00 J I� PHASE LINE, TYP. m j01 IIS 00 c i �.01 ap j � I I Ole ELEC. LINE NEW cn II PROPOSED \ I Lu BUILDING 1925 FT2 I I 0 Ole NEW C/O ' = 11 /�- 13-2"TALL I j I n 11 -,-w�" � -u ��� - NEW UG ELEC. SERVICE j —"� ELEV. 305.30 CO------------- - H I EXIST. BLOW -OFF 1 I U ASSEMBLY 2i2.o i ASS I I P CRESCENT POINT PHASE I OT I i FL 292.69 L BLOCK I 1 i 1 I cIJ �---- 1 �� I I L I AKGED . I = 201-011 ITE P 2 I .7 ACRES 10'-0" P.U.E, VOLUME 5708, PP 76 EXIST. ELEC. LINE PHASE LINE TYP .I EXIT BI KERACK2 () :ja II [304. 1 6 �57w] WALKWAY 0 :411::' NEW 5 _011 1I 51DEWALK .i. PLAZA EX15T. LIGHT I POLE WHEEL STOPS, 11: TYP . I:.F 304.43 RFE-11" H C WALKWAY II II 1305.22 304.40 i GUTTE II II II 304.34 ----------------------------- — -- -------------------------------------------------- — 25-0" LANDSCAPE, DRAINAGE 5 42010'12" W - 17G2.53' UTILITY �F- ACCESS EASEMENT, VOLUME 5708, PP 7G SOUTHWEST CRESCENT POINT, L.P. PHASE 2, BLOCK 3, LOT I R 14.25 AC RES ZONED R4 :LFSFcf/art: si:. H.LQrteppp„i. LEVATiON CERTIFICATE C7 REQUIRED Cl +11' CI +22' 0 +T 0 44' NOT RF ;IPIJJIR D COMPLIANCE DEC; 3 0 2008 COLLEGE 81 WION REF: 1/2.01 EX 115T I Ac FAVI NIG X w z N I:' I•►11�I 12.15.08 .... ........ AWH 12 19 08 ............... . AWH ............... 2.24-08 CDR .....................:...... ................._.. 1...2 2.9.08 ....... _. AWH i ... 11LA, i yo U) Z; 0 V ................................ ­­­ .......... ­ ..................... .................. Date: 1 2.29.0 Scale: VARIES Drawn: AWH Job: 8225 Owner: ADAM DEVELOP MFNT PROPERTIES I I I I BRIARCRF T DR. SUITE 300 BRYAN, TFXAS 7 7802 979.77G. I I I I Title: ADAM PLAZA - TEMPORARY BA K BUILDING ONE MOMFNTU BLVD. COLLEGE STATION, TX 77842 CRESCENT POIN SUBDIVISION LOT I , BLOCK I Sheet: NOTE: GRADING PLAN NAS BEEN COMBINED WITH LANDSCAPE PLAN, SHEET 4.01 CUSTOMER VALVE STRAIGHT OR ANGLE TAP - 1-1 /2 NOTE: USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE AND PLUG SCHEDULE NOTES: THRUST C A VOLUME tons ft ft o. 10 Service saddle, SS straps CC threads - installed per manufacturer's recommendations. 11.3 1.5 3.5 0.6 All main types: Smith Blair 317 ELEVATION IS LESS THAN 2'-7" O2 Corporation Stop: Ford FB 1000-6-Q - 1-1 /2" �3 Service tubing: Type K copper - soft - 1-1/2" ® Ford male adapter - C84 -66-Q - 1-1/2" a Meter box valve: METAL "T" POST PAINTED GREEN. 5 = Ford Angle Stop - BA -11-666W - 1-1 /2" U-::) 5A = Ford Sfraight Stop - B11 -666W - 1-1/2" © Swivel nut - C38-66-2-875 - 1-1/2" O �7 Brass all thread I.P.S. - 1-1/2" ® Meter adapter - BBIM 66 - 1-1/2" Q �9 Meter box and lid: Old Castle meter box, Cl lid with Reader #65 (1-Oi Ball valve UST BE� INS ALLED DURING THE CUSTOMER VALVE STRAIGHT OR ANGLE TAP - 1-1 /2 NOTE: USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE AND PLUG SCHEDULE ID in THRUST C A VOLUME tons ft ft o. 4,6,8 5.1 1.5 2.5 0.3 10 12 11.3 1.5 3.5 0.6 POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS TYPICAL HORIZONTAL THRUST BLOCK WATER PIPE PIPE JOINT 4" PVC EXTENSION NOTE:W/PVC CAP 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS, (SEE NOTE 3) 1. WHERE DOUBLE WYE SERVICE w ELEVATION IS LESS THAN 2'-7" PVC WYE WITH BELOW PROPOSED BACK OF PVC CAP CURB, MIN. SLAB ELEV. MUST w o BE BET TO ALLOW SANITARY NSI/AWWA STANDARDS SEWER SERVICE. a 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. BE IN ACC 3. ALL MATERIAL SHALL BE ASTM U-::) D3034 SDR26 W/ GASKETS OR PLANKI 4. A CLEAN OUT IS REQUIRED wm O o -THRUST--- FOR EACH SERVICE. (TYPICAL) .0N Q O wW o o THRUST DISTURBANCE. Q o w� UST BE� INS ALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BA' Nom' Q AND SHALL <� ¢o STAY IN PLACE UNTIL ACCEPTABLE VEGE TIVE GROWT IS ESTABLISHED M O AFTER CONSTRUCTION IS COMPLETE AND mo BY CONTRACTOR. 6" CLEAN OUT STACK J M N\\\ .L J m OF SILT AFTER DIP OR PVC EVERY RAIN. -F POUR AGAINST UNDISTURBED UNDISTURBED EARTH EARTH TEE THRUST BLOCK PLUG THRUST BLOCK THRUST BLOCK NOTES: AND TRENCH DETAIL 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24" AND SMALLER INNER DIAMETER PIPE. NTY � 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS TYPICAL HORIZONTAL THRUST BLOCK WATER PIPE PIPE JOINT SEE NOTE 4---" PLAN R -O -W OR EDGE OF EASEMENT VARIES 3.5' MAX. (SEE NOTE 1.) PVC (SEE NOTE 3) (MIN. 1% SLOPE) STD. 45" BEND STACK VARIES IN HEIGHT 2.01,-- STD. 45- BEND SEE NOTE 4 TEE WYE SERVICE FITTING (SEWER WYE AND 1/8' BEND) DEEP CONNECTION PROFILE R -O -WOR EDGE OF EASEMENT VARIES 3.5' MAX. (SEE NOTE 1.) PVC (SEE NOTE 3) (MIN. 1% SLOPE) 7 ----12. 01 -- SEE NOTE 4 TEE WYE SERVICE FITTING (SEWER TEE) STANDARD CONNECTION PROFILE SANITARY SEWER SERVICE CONNECTION METER BOX OR STANDARD 4" PVC EXTENSION NOTE:W/PVC CAP 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS, (SEE NOTE 3) 1. WHERE DOUBLE WYE SERVICE CLEAN-OUT BOOT ELEVATION IS LESS THAN 2'-7" PVC WYE WITH BELOW PROPOSED BACK OF PVC CAP CURB, MIN. SLAB ELEV. MUST (SEE NOTE 3) BE BET TO ALLOW SANITARY NSI/AWWA STANDARDS SEWER SERVICE. SODDED 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. BE IN ACC 3. ALL MATERIAL SHALL BE ASTM DEVELOPED D3034 SDR26 W/ GASKETS OR PLANKI 4. A CLEAN OUT IS REQUIRED G PLACED AT THE END OF AND WILL BE INSTALLED BY BARED THE PLUMBER AT THE ROW FOR EACH SERVICE. (TYPICAL) .0N SEE NOTE 4---" PLAN R -O -W OR EDGE OF EASEMENT VARIES 3.5' MAX. (SEE NOTE 1.) PVC (SEE NOTE 3) (MIN. 1% SLOPE) STD. 45" BEND STACK VARIES IN HEIGHT 2.01,-- STD. 45- BEND SEE NOTE 4 TEE WYE SERVICE FITTING (SEWER WYE AND 1/8' BEND) DEEP CONNECTION PROFILE R -O -WOR EDGE OF EASEMENT VARIES 3.5' MAX. (SEE NOTE 1.) PVC (SEE NOTE 3) (MIN. 1% SLOPE) 7 ----12. 01 -- SEE NOTE 4 TEE WYE SERVICE FITTING (SEWER TEE) STANDARD CONNECTION PROFILE SANITARY SEWER SERVICE CONNECTION METER BOX OR STANDARD GENERAL NOTES: 3/4" x 2.5" Long C38-23-2-5 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS, SEE LETA 3/4" x 12" Long CLEAN-OUT BOOT ALL AREAS WHERE EXISTING VEGETATION C38-44-2-625 ND "rRASS COVER HAVE BEEN BARED DANCE BY CONSTRUCTION SHALL BE ADEQUATEL) NSI/AWWA STANDARDS BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLII BE IN ACC HED, IN DEVELOPED AREAS WHERE OR PLANKI GRASS IS PRESENT, BLOCK SOD WILL BE G PLACED AT THE END OF EQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR .0N DAYS Oi LAST DISTURBANCE. IF APPROVED EROSION CONTROL MEASURES UST BE� INS ALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BA' D BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGE TIVE GROWT IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND HEN REMOVED BY CONTRACTOR. 6" CLEAN OUT STACK ALL EROSION CONTROL MEASURES SHOUL BE CLEANED OF SILT AFTER DIP OR PVC EVERY RAIN. FOR EARTH, SEE BEDDING AND TRENCH DETAIL ESTABLISHMENT OF VEGETATION MAY BE WARR1 NTY � ITEM. \\ STRUCTURAL BACKFILL AREA INCLUDES X ALL PAVED AREAS (SIDEWALKS, STREETS, A LEYS, DRIVEWAYS,AND PARKING AREAS) AND SH 2" CUSHION REQUIRED EXTEND 5' BEYOND THE CURB LINE. STIR FURAL CEMENT STABILIZED \ FOR ROCK, CONCRETE BACKFILL SHALL BE CEMENT STABILIZED (TION SAND AS SHOWN. NO. 2 IN S2-02) OR EXCAVATED SOIL COM ACTED B/C G� NOT LESS THAN 3" TO 98% MAXIMUM DRY DENSITY AS PER AS D698 45°BEND STANDARD CLEAN OUT FOR MAIN LINE AO SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS (ie ... YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. © GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX - 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 MINIMUM PERCENT PASSING 3/4" SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. © CEMENT STABILIZED SAND WITHIN OPTIMUM TO +4% WET OF OPTIMUM (OPTION NO. 1 IN S2 -02) I J P 5' T STRUCTURA ORIGINAL GROUND IN FUTURE STREET AREA �A SELECT MATERIAL 6"-12" © (MANUALLY 6": CONSOLIDATE AT OPTIMUM MOISTURE 4" q. PIPE UNDISTURBED SOIL O.D. 6 MIN./12" MAX. PLACE METAL DETECTOR TAPE AT A MINIMUM OF ABOVE TOP OF PIPE OPTION N0. 1 I 5' PAVEMENT AREAS B/C i SID;I=WALK. KEILL AREA A SELECT MATERIAL y D Vy © CEMENT STABILIZED SAND ih :..::.;:::::;:;:3.•:: - B MANUALLY CONSOLIDATE AT OPTIMUM }` MOISTURE ...PIP•E'. UNDISTURBED SOIL 0. D. 6" MIN./12" MAX. NOTES: FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS, SEE LETA 3/4" x 12" Long S FOR OPEN CUT STREETS.- C38-44-2-625 1" x 8.5" Long C38-44-8-5 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCC DANCE 0 NSI/AWWA STANDARDS FOR PVC PIPE. BBIM-77 A 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BEDDING AND TRENCH 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. BE IN ACC , RD NCE TO ANSI/AWWA C150/A21.50. 5 BE BACK FILLED AND TEMPORARY PAVIN FOR DI PIPE 8c PVC PIPE OR PLANKI (2 FOR DOUBLE SERVICE) G PLACED AT THE END OF EACH WORKING DAY. 1-1/2" X 1" BRASS WYE 6. SEE "OPEN CUT DETAILS" ST4-00, ST4-01, & ST4-02. .0N N ECTI ON IF STANDARD SANITARY5EWER SERVICE DETAILSO2 SCALE: NTS NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 5, ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTALLED WITH THE MAIN LINE CONSTRUCTION. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE. 3. MARK EACH SERVICE END WITH METAL "T" POST PAINTED BLUE. 8. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. .CONC. CURB & GUTTER O�1 STANDARD WATER SERVICE DETAILS I SCALE: NTS **SEE SPECIFICATION 660 FOR MATERIAL REQUIREMENTS APPROVED SERVICE SADDLES FOR DUCTILE AND PVC. OR TAPPED TEE CORP STOP 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE 1" TYPE K COPPER TUBING (SINGLE SERVICE) (1 FOR DOUBLE SERV.) 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) (SEE NOTE 1) WATER SERVICE BRASS CURB STOP WITH PLUG (REF) VIEW A -A DOUBLE SERVICE w z 0 4' MIN. I 0 2' MIN,,. -3' MAX. _, f� 2' M I (SHORT AND LONG SIDE) NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 3/4" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 -1/2" Meter Bushing 2" Meter Nipple BBIM-66 C38-77 2" Meter Bushing BBIM-77 WATER SERVICE R SWIVEL '',NUT OR NIPPLE ANGLE STOP A SERVICE ANGLE STOP METER BOX 0 w z 77 J WATER o METER 4' MIN. REF: EL WATER METER METER BOX METER SWIVEL NUT OR NIPPLE A 1" NUMEX SDR -9 200 PSI PIPE (2 FOR DOUBLE SERVICE) II 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) .0N N ECTI ON REF: c NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. 2"X4" WIRE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST & WIRE MESH METAL T -POST 8" OF FILTER FABRIC TO EXTEND AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SILT FENCE AND/OR SLOPE FOR SEDIMENT TO HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF DRAINAGE FLOW. ALONG SLOPE CONTOURS. NATURAL GROUND D�RECTiON OF FLOW .. 4„ 4"X4" MIN. TRENCH --D4" I� 20" Lj v 0 SEDIMENT/E 3 SCALE: NTS GENERAL NOTES: RROSION CONTROL DETAILS - LANDSCAPE PER PLAN SUBMITTED 5/1 G/2003 - 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT L005E), OR A PERENNIAL GRA55 15 REQUIRED IN PARKING LOT ISLANDS, 5WALE5 AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CON5TRUCTION. - IRRIGATION IN THI5 AREA 15 AN EXTENSION OF EXISTING SYSTEM FOR THE OVERALL TRACT FROM THE PREVIOUSLY APPROVED PLAN DATED 5/1 G12003. ALL TREES WILL HAVE BUBBLERS, 50D AND SHRUBS WILL BE IRRIGATED WITH POP-UP 5PRI N KLER5 - IRRIGATION SYSTEM PROTECTED BY BACK FLOW DEVICE A5 PER CITY ORDI NANCE 2394 FRR05ION CONTROL, TYP. TREE PROTECTION, TYP. 0 0 ° 0 z, NO i I\ 0 1 LAN DSCAE SCALE. I = 20'-0" 02BARRICADE DETAI CALF: NTS `'�' ^" ' ANDSCAPE, DRAINAGE ACCESS EASEMENT, 5708, PP 7G SYMBOL LEGEND O LIGUSTRUMS f o) CREPE MYRTLE C_� � LIVE OAKS SEASONAL COLOR PLANTERS NP. FOR (12), NOT INCLUDED IN LANDSCAPE CALC. OO OO • EXIST. TYP. i `�-- — — — — — — — — — — — PHA E LINE, TYP. CITY OF COLLEGE ATION LANDSCAPING POINT C COLATI NS NAME & TYPE SIE 1 2. 1 5.08 �i TY POINT VALUE TOTAL POINTS PROPOSED POINTS: 11 • Ligustrums Q 5; al to 15 10 150 Non -Canopy Trees (Crepe Myrtles) 1.011" + 0 40 0 Canopy Trees (Live Oaks) 3.d'+ 3 300 900 Total Proposed Points 1050 EXISTING POINTS: Ligustrums 5 ; al. 30 10 300 Non -Canopy Trees (Crepe Myrtles) Barricade Protected �' + X13 200 2600 Non -Canopy Trees (Crepe Myrtles) Unprotected �' + 0 35 0 Canopy Trees (Live Oaks) Barricade Protected �' + 5 400 2000 Canopy Trees (Live Oaks) Unprotected I' + 8 40 320 Total Existing Points 5220 TOTAL PROPOSED PROJECT AREA POINTS 6270 REQUIRED POINTS: STREETSCAPE �I 528 88' frontage /50 if = 1.76 1.76 x 300 pts = 528 points PROJECT AREA: 2190 Total Area - 73000 sf Area/1000 = 73000/1000 = 73 73 x 30 pts = 2190 points TOTAL REQUIRED POINTS 2718 PROJECT POINTS IN EXCESS OF REQUIREMENT 3552 NO TE - EXIS TING TREES SHAL L BE IN A BA II EXIST. ER0510N CONTROL BI KERACK (2) O • O O • Ob --:� / � .010014] Ole' 302 .' O >ia / NEW TREE �i 301 PROPOSED BUILDINGI �'' + 1925 FT2 TREE MOVED TO ERROSION 5TREET5CAPE 13'-2" TALL � CONTROL TYP. 1,1 crNr,/ ido„- A-rir,K i ., TEM --� FHA5E I 303 I0'-0" P.U.E, VOLUME 5708, PP 76 �03 \ 302 y PHASERO EECnION' i / � C"o • 304 � n 0, IST. CTED AREA AS SHOWN. i — — — — -- -- — — — — — — — — — — — — --- ----— — — — — — — --- -- — ----- — --- — ------1-- -- -- -- ----------� 30_2_ 25 -0 LANDSCAPE, DRAINAGE UTILITY * ACCE55 EASEMENT, VOLUME 5708, PP 7G GRADING PLAN -'' 5 4201 Oi12" W - 1762.53' (� 304 t _ CO PLICE DEC C X000 DEC . 3 0 ?003s ENGINEERING3� w as REVISIONS ' BY 1 2. 1 5.08 AWt1 1 2.19.08 AWH 12.29.08 i AWF Date: 1 2.29.08 Scale: VARIES Drawn: AwN Job: 8225 Owner: ADAM DEVELOPS ENT PROPERTIES I I I I BRIARCREST DR. SUITE 300 BRYAN, TEXAS 77802 979.776 I I I I Title: ADAM PLAZA - TEMPORARY BAN BUILDING ONE MOMENTUM BLVD. COLLEGE STATION, TX 77842 CRESCENT POINT SUBDIVISION LOT I , BLOCK I Sheet: • to Date: 1 2.29.08 Scale: VARIES Drawn: AwN Job: 8225 Owner: ADAM DEVELOPS ENT PROPERTIES I I I I BRIARCREST DR. SUITE 300 BRYAN, TEXAS 77802 979.776 I I I I Title: ADAM PLAZA - TEMPORARY BAN BUILDING ONE MOMENTUM BLVD. COLLEGE STATION, TX 77842 CRESCENT POINT SUBDIVISION LOT I , BLOCK I Sheet: T+)K E:::Il OO n �O UC __� i . Gp- EX15T. TYP. ----------------- TREE RELOCATED FROM APPROVED PLAN PHA5ff LINE, TYP. Ole � PROPOSED .00 j BUILDING 1925 fT2 Ole TREE RELOCATED ELEV. 0000 FROM APPROVED 305.32 PI AN 0 L-------------- --- -- NOTE: LAND5CAPE PER PLAN 5U5MITTED 5/1 G/2003 LAND5CAPE PLAN SCALE. I " = 20'-0" 50D IRRIGATION SYSTEM — ---- -- TREE RE -LOCATED P N AS E I FROM APPROVED PLAN �J - Pl-4AC-l= LINE, TVP. 0 0 0 -------------- Eo 11-:11 m (2) F121 -------- --- -- ol ---- --o i REVISIONS I 1I BY zf mml 5Tj NF Kff: Sheet: d SYM . NAM E * TYF F QTY PTH P�LU E TOTAL PROPOSED POINTS: LIGU5TRUM 5 GAL. 15 o CREPE MYRTLE 8"+ CAL. —0 lo� I 400 LIVE OAKS 8"+ CAL. 13 00 3000 TOTAL PROPOSED POINTS REQUIRIFD: -55�T-9, ET5CAFT 90/fRONTAGE/50Lf = 1.8 -V-'8 * 300 PTS = 540 PTS REQUIRED PTS i C:540 POINTS PER PROJECT AREA: TOTAL AREA - 73000 5f 73000 AREA/ 10()0 — 1000 -- 73 73 * 30 PTS = 2 190 PTS REQUIRED POINTS 2100 POINTS IN EXCESS Of REQUIREMENT 1720 E:::Il OO n �O UC __� i . Gp- EX15T. TYP. ----------------- TREE RELOCATED FROM APPROVED PLAN PHA5ff LINE, TYP. Ole � PROPOSED .00 j BUILDING 1925 fT2 Ole TREE RELOCATED ELEV. 0000 FROM APPROVED 305.32 PI AN 0 L-------------- --- -- NOTE: LAND5CAPE PER PLAN 5U5MITTED 5/1 G/2003 LAND5CAPE PLAN SCALE. I " = 20'-0" 50D IRRIGATION SYSTEM — ---- -- TREE RE -LOCATED P N AS E I FROM APPROVED PLAN �J - Pl-4AC-l= LINE, TVP. 0 0 0 -------------- Eo 11-:11 m (2) F121 -------- --- -- ol ---- --o i REVISIONS I 1I BY zf mml 5Tj NF Kff: Sheet: d -------- --- -- ol ---- --o i REVISIONS I 1I BY zf mml 5Tj NF Kff: Sheet: d S mil 5 :_e NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. 2"X4" WIRE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO FT—POST & WIRE MESH METAL T—POST 8" OF FILTER FABRIC TO EXTEND AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACK FILL ND/OR ALLOW 2.5' TO 5' AT TOE OF SILT FENCE ASLOPE FOR SEDIMENT TO HAY BALES N O USED IN AREAS E ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. DRAINAGE FLOW. NATURAL GROUND? DIRECT-, OF 1 FLOW 4"X4" MIN. TRENCH 4" I� 20" 0 5EDIMENT/ERR05IC 3 SCALE: NTS GENERAL NOTES: - LANDSCAPE PER PLAN SUBMITTED 5/1 G12003 - 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. - IRRIGATION IN THIS AREA IS AN EXTENSION OF EXISTING SYSTEM FOR THE OVERALL TRACT FROM THE PREVIOUSLY APPROVED PLAN DATED 5/1 412003. ALL TREES WILL HAVE BUBBLERS, SOD AND SHRUBS WILL BE IRRIGATED WITH POP-UP SPRINKLERS - IRRIGATION SYSTEM PROTECTED BY BACK FLOW DEVICE AS PER CITY ORDINANCE 2394 ERROSION CONTROL, TYP. NTROL DETAILS TREE PROTECTION, TYP. 0 BARRICAD 2 SCALE: NTS E DETAIL '' �' ^" ' DSCAPEDRAINAGE 5 ACCESS EASEMENT, 5708, PP 7G SYMBOL LEGEND O LIGUSTRUMS POINT TOTAL QTY VALUE POINTS CREPE MYRTLE 5 1�.j25 LIVE OAKS 2�tK SEASONAL COLOR PLANTERS TYP. FOR (12), NOT INCLUDED IN LANDSCAPE CALC. II O O II OO � II �II ERASION CONTF EXIST. TYP. --- i i BI K}ERACK (2) Ln t %n 0 (D i' z 0 PHA E LINE, TYP. i .1'❑ ❑ O fQ �i d 302 //304 NEW TREE 0 :;I; 301 PROPOSED ,I... CITY OF COLL LANDSCAPING P6 i STA ZION CALCULATIONS NAME & TYPE I'' II SIZE POINT TOTAL QTY VALUE POINTS PROPOSED POINTS: Ligustrums Q ; Non -Canopy Trees(Crepe Myrtles) 5 1�.j25 GaI 15 10 150 N { 40 0- Canopy Trees (Live Oaks) 3.5" + 3 300 900 Total Proposed Points uj N O 1050 W EXISTING POINTS: Non -Canopy Trees (Crepe Myrtles) Barricade Protect& N O j 00 Non -Canopy Trees (Crepe Myrtles) Unprotected 411+1 7 `35 245 Canopy Trees (Live Oaks) Barricade Protected " + 1 400 400 Canopy Trees (Live Oaks) Unprotected �" + 9 40, 360 Total Existing Points ( 1605 1151 U .N ' STREETSCAPE EXISTING S: (Barricade Prote. ed) Z 1 Non -Canopy Trees (Crepe My -� - . » +I 3 200 600 Canopy Trees (Live Oaks) '' " + 1 400 400 Total Streets cape Points O �OTyCCPR6fl@SE-B s'EOITS �2� ( 1000 TOTAL PROPOSEDPROJECT AREA POINTS 2655 REQUIRED POINTS: STREETSCAPE 528 88'frQnta el5n if_ _l_ 6-- _____--1:76x300_p 528_ points ` 2190 Total Area - 73000 sf Area/1000 = 73000/1000 = 73 73 x 30 pts = 2 190 points SCAPE P IN �' PROJECT AREA POINTS IN EXCESS OF NO TE: ALL EXISTING TREES SHALL BE IN IN O 3e�I 303 ��/ BUILDING 1925 FT2 ERROSION 13'-2" TALL CONTROL, TYP. m C/1m IMM1/` ATI/1A1 C\, EM FHASIE I 303 0'-0" P.U.E, VOLUME 5708, PP 76 PHASE LINE, TYP. / 0 1 LAN DSCAE FLAN SCALE. I — 20'-0' 302 25-0" LANDSCAPE, DRAINAGE UTILITY * ACCESS EASEMENT, VOLUME 5708, PP 7G 305.30 F0 II ' II , II 304 I I 1 0 . II 0 II INS �1 QOTEC TED AREA, REVISIONS BY 12.15.08 L AWH 9-11 S� N � uj N O W N O (,n L 1 L V UJ W 0 1 r k U .N Z 1 HI Q N ■ ■ LL %' " O �2� d- �0 15T. FA -'' S 4201 Oi12" W - 1762.53' ERROS ON 304 ,, CONT L; P. 305,,--- REF: Date: 12. 15.08 Scale: VARIES Drawn: AWN Job: 8225 Owner: ADAM DEVELOP -MENT PROPERTI F5 I I I I BRIARCRE T DR. SUITE 300 BRYAN, TEXAS 77802 979.774. 1 I I I Title: ADAM PLAZA - TEMPORARY BANK BUILDING ONE MOMENTUM BLVD. COLLEGE 5TATIO , TX 77842 CRF5CFNT POINT SUBDIVISION LOT I , BLOCK I Sheet: REVISIONS BY 12.15-05 f AWH NEW CONCRETE LANDING • NEW CONCRETE CURB BEYOND NEW CONCRETE RAMP EXIST. CONC. CURB 4 5% SLOPE • GENERAL NOTES: ° II - DUMPSTER ON EAST SIDE OF TOWER BUILDING i �.• :. :.:: AND SHIELDED BY GRANITE WALLS. II - ALL 51GN5 ARE PERMITTED SEPARATELY. L - 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 WITHIN 1 50' OF THE SUBJECT LOT, MEASURED PROM A POINT OF FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE L BUILDING ARCHITECTURE AND SCALE TO MAINTAIN 25 -0 LANDSCAPE DRAINAGE 02I�AM�-I�ETAI SCALE: ► - - I -o 1/2.0 I A UNIFIED APPEARANCE. � UTILITY * ACCESS EASEMENT, VOLUME 5708, PP 76 - NO MORE THAN 5 ACRES WILL BE DISTURBED DURING CONSTRUCTION OF THIS PROJECT. ' ==jl II — - PROPOSED BUILDING INFORMATION: I II -�- 1925 S.F. - MATERIALS: HARDBOARD, HARDIE PANEL, WOOD FRAME, MEMBRANE ROOF, EABRIC-------- -_ ---- EXIST. AWNING UjI I i / TRANSFORMER _--- -- - NON -SPRINKLED m I aol III NEW SERVICE EXIT -PROPOSED WATER AND SEWER LINES ARE DEEMED � c j� i I — — — — SCK N 1 I I I BIKERACK (2) 1 PRIVATE LINES _I W� O ____-------------- �n �z I I i / COLOR PLANTERS - WATER AND SANITARY SEWER. c� — ! I ► ►rL ,.---'STASONAL �- o a WATER DEMANDS. MIN.= 0 GPM Ip IIU I I \ - _ �._ ._� ___�__ _... SANITARY SEWS ENT Y AT / R R I i MAX.= 2 1 .5 GPM z �� I _ I I= \ ����� BUILDING, ELEV. 302.00 - w o AVG.= 10 GPM ---- SEWER: 17 F. U . 12 GPM (PEAK) _-- !� I I lcv i i �-- ��'' PHA5E LINE, TYP. •WALKWAY 304. f 6 SW !_ z — - PARKING ANALYSIS: PARKING SPACES REQUIRED (I PER 250 SF) I ► I �� 51�,-- .1.: ❑ ❑ ❑ N = 8 REQUIRED PARKING SPACES PROVIDED: 21 PROVIDED I °� I W I I I I II i ► �� EXIST. /� \ ELEC. LINE NEW C/O __,-N "- �— '�—' -,�-�""�- '' �� :.41: NEW 51-0 SIDEWALK .15 pal G PROPOSED I PLAZA \ 13UILDING 1925 FT 2:;: EXIST. LIGHT �' EXIST. ASPHALT C EXIST. FIRE HYDRANT, i I I -11 cA 11 ���� _-„--' NEW C/O �, ,--� ' _ POLEPAVING _ REFER TO I .01 FOR LOCATION OF FIRE HYDRANT _ 5� �� 131-211TALL WHEEL 'STOPS n I I -a_J1- �� 6 - �-,� �� p�IG, � NEW UG ELEC. SERVICE ... ::r,j: TYP. AT FIRST AMERICAN BLVD. ��I ELEV.:t 304.43 _.... --,"-.'- , �'�WI� 305.30 FIT FE11 ❑ -------------- ------------ T ' H I EXIST. BLOW -OFF , �' ;:i'•I:. /U H C WALKWAY 1 I ASSEMB Y L FHA5F 1 2/2.01 I I N 0 SANITARY SEWER TIE-IN 305.2 2 N DIRECTLY TO MAIN LINE, � i ,,I' F292.69 � I 304.4.0L II ELEV. 292.50 .I 1 1 II GUTTER co I l cry FIJI I I �_ �� 10 0 P.U.E, VOLUME 5708, PP 76 WATER TAP 1 I ~ I cn I EXIST. ELEC. LINE PHASE LINE, TYP. 304.34 F❑ ELEV. 294.00 I i x i �, PROPOSED WATER METER IW i I -f---1-- I ----------------------------------- -------------------------------------------------------; ------------� S 4201 Oi12" W - 1762.53' 0 25'-0” LANDSCAPE, DRAINAGE UTILITY * ACCESS EASEMENT, VOLUME 5708, PP 7G COLLEGE AIN APARTMENTS, LTD. REMAI N D 132 G4 ACRE TRACT L� . VOL. 3867, PP 2581, --� CURRENTLY ZONED(M- �L ( PLATTED) Q�t-kx& N e � 0 1 ENLARGED SITE PLAN SCALE. 1 — 20 -0 REF: 1 / 1 .01 REVISIONS BY 12.15-05 f AWH Za Oz y° mu F N Date: 12.15.08 Scale: VARIE5 Drawn: AWH Job:6225 Owner: ADAM DEVELOPEMENT PROPERTI E5 I I I I BRIARCRE5T DR. 5UITE 300 BRYAN, TEXAS 7 802 979.774. 1 I I I Title: ADAM PLAZA - TEMPORARY BAN BUILDING ONE MOMENTUM BLVD. COLLEGE STATION, TX 77842 CRE5CENT POINT 5UBDIV1510N LOT 1, BLOCK I Sheet. 2,00 • • Za Oz y° mu F N Date: 12.15.08 Scale: VARIE5 Drawn: AWH Job:6225 Owner: ADAM DEVELOPEMENT PROPERTI E5 I I I I BRIARCRE5T DR. 5UITE 300 BRYAN, TEXAS 7 802 979.774. 1 I I I Title: ADAM PLAZA - TEMPORARY BAN BUILDING ONE MOMENTUM BLVD. COLLEGE STATION, TX 77842 CRE5CENT POINT 5UBDIV1510N LOT 1, BLOCK I Sheet. 2,00 REVISIONS BY 1 2. 1 5.08 11 AWH Date: 12. 15.08 Scale: VARIES Drawn: AWH Job: 8225 Owner: ADAM DEVELOPEM NT PROPERTIES I I I I BRIARCRE5T DR. SUITE 300 BRYAN, TEXAS 77802 979.770. I I I I Title: ADAM PLAZA - TEMPORARY BANK BUILDING ONE MOMENTUM BVD. COLLEGE STATION, X 77842 CRESCENT POINT SUBDIVISION LOT I`, BLOCK I Sheet: v 1/1 /01 • • • Date: 12. 15.08 Scale: VARIES Drawn: AWH Job: 8225 Owner: ADAM DEVELOPEM NT PROPERTIES I I I I BRIARCRE5T DR. SUITE 300 BRYAN, TEXAS 77802 979.770. I I I I Title: ADAM PLAZA - TEMPORARY BANK BUILDING ONE MOMENTUM BVD. COLLEGE STATION, X 77842 CRESCENT POINT SUBDIVISION LOT I`, BLOCK I Sheet: v 1/1 /01 GENERAL NOTES: - DUMPSTER ON EAST SIDE OF TOWER BUILDING AND SHIELDED BY GRANITE WALLS. - ALL 51GN5 ARE PERMITTED SEPARATELY. - ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED 50 A5 NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT -WITHIN 1 50' OF THE SUBJECT LOT, MEA5URED FROM A POINT OF FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. - NO MORE THAN 5 ACRES WILL BE DISTURBED DURING CONSTRUCTION OF THI5 PROJECT. - PROPOSED BUILDING INFORMATION: - ± 1925 5.17. - MATERIALS: HARDBOARD, HARDIE PANEL, WOOD FRAME, MEMBRANE ROOF, FABRIC AWNING - NON-5PRINKLED - PROPOSED WATER AND SEWER LINES ARE DEEMED PRIVATE LINES - WATER AND SANITARY SEWER: VV/ -\l CK LJCIVI/AINL)D: IVIIIv.= V UrIVI MAX.= 2 1.5 GPM VG = 10 GPM - — — — SEWEK. - PARKING ANALY515: PARKING SPACES REQUIRED (I PER 250 5F) = 8 REQUIRED PARKING SPACES PROVIDED: 21 PROVIDED EXIST. FIRE HYDRANT, REFER TO 1 .01 FOR LOCATION OF FIRE HYDRANT AT FIRST AMERICAN BLVD. SANITARY SEWER TIF -IN DIRECTLY TO MAIN LINE, ELEV. 292.50 WATER TAP ELEV. 294.00 PROPOSED WATER METER ON 25-0" LANDSCAPE, DRAINAGE UTILITY * ACCESS EASEMENT, VOLUME 5708, PP 7G NEW CONCRETE LANDING NEW CONCRETE CURB BEYOND NEW CONCRETE RAMP EXIST. CONC. CURB 4 BY 12.15.08 .... AWH .... ............................ 1 219.08 AWH UEii CDR pI 21"R, d ' d ' II NEW CONCRETE LANDING NEW CONCRETE CURB BEYOND NEW CONCRETE RAMP EXIST. CONC. CURB 4 BY 12.15.08 .... AWH .... ............................ 1 219.08 AWH 4 CDR .d d ' d 0 IRA M P D ETA I L 2 SCALE: 12" = I '-0" FOR 5% 5LOPE 0 1 N ' 1 O W' II v �---------------- �z I I I ?' �SrA50NAL COLOR PLANTERS IIS SEWER -ENTKY AT ' d- I� IIS 000,BUILDING, ELEV. 302.00 PH ASE LINE TYP. --" m 'OI I IIN ' I� j iiLU �P� 6 Jam - I ap w I I EXIST. ELEC. LINE i� NEW C/O �i� t , '-" -''' PROPOSED I �u BUILDING 1925 FT2 a' 001 00, 0 ' NEW C/O, --77 /�- -13'-2" TALL NEW UG ELEC. SERVICE77. ELEV. —---5„ 305.30 H I EXIST. BLOW -OFF �''P� \� �`��� I ^ ASSEMBLY N�� �P 2/2.01 I PHASE I m O 0 1 ENLARGED SITE P SCALE. I = 20'-0" CRESCENT POINT PHASE I LOT I BLOCK 1 21.7 ACRES II �II EXIT BIKF: RAC K (2) II i 0 1304. I G 5W .. WALKWAY :I:: 0 ] NEW 5'-0" III: 51 DEWALK ,IJ PLAZA EXIST. LIGHT POLE WHEEL STOPS, 1: TYP . 304.43 H C WALKWAY II II 305.22 304.40 10'-0" P.U.E, VOLUME 5708, PP 7G EXIST. ELEC. LINE PHASE LINE, TYP. 304.34 25-0" LANDSCAPE, DRAINAGE 5 42010'12" W - 1762.53' UTILITY � ACCESS EASEMENT, VOLUME 5708, PP 7G SOUTHWEST CRESCENT POINT, L.P. PHASE 2, BLOCK 3, LOT I R 14.25 AC RES ZONED R4 GUTTE REF: 112.01 REVISIONS BY 12.15.08 .... AWH .... ............................ 1 219.08 AWH 1 2.24.08........... CDR XI1 T. ASPHALT AVING _ X W --- ----------J N REF: Date: 1 2.2 2.08 Scale: VARIES Drawn: AWH Job: 8225 Owner: ADAM DEVELOP MENT PROPERTIES I I I I BRIARCRE T DR. SUITE 300 BRYAN, TEXAS 7 802 979.776. I I I I Title: ADAM PLAZA - TEMPORARY BAN BUILDING ONE MOMENTUM BLVD. COLLEGE 5TATI0 , TX 77842 CRESCENT POINT 5U5DIV151ON LOT 1, BLOCK I .... 0,�� 1. _ Sheet. t2� 2001 I 'IR okyj arolmWooffid 12.1 AWH 1 2 19.08 . ....... AWH ........ ............ .. 12.24.08 NEW CONCRETE LANDING I I NEW CONCRETE CURB BEYOND NEW CONCRETE RAMP EX15T. CONC. CURB 4 5% SLOPE • • . 4 a it GENERAL NOTES: _ a a' i - DUMPSTER ON EAST SIDE OF TOWER BUILDING — AND SHIELDED BY GRANITE WALLS. - ALL SIGNS ARE PERMITTED SEPARATELY. I - 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 WITHIN 1 50' OF THE SUBJECT LOT, MEASURED FROM A POINT OF FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE RAMP DETAIL BUILDING ARCHITECTURE AND SCALE TO MAINTAIN 25-0" LANDSCAPE, DRAINAGE 02SCALE: I" = P-0" REF: I /2.0 i A UNIFIED APPEARANCE. UTILITY * ACCESS EASEMENT, VOLUME 5708, PP 7G - NO MORE THAN 5 ACRES WILL BE DISTURBED DURING CONSTRUCTION OF THIS PROJECT. ' II - PROPOSED BUILDING INFORMATION: pi I __ - ± 1925 S.F. - MATERIALS: HARDBOARD, HARDIE PANEL, _ _ _ _ _ _ _ _ _ 2 " R� WOOD FRAME, MEMBRANE ROOF, FABRIC -------- -- ---- EXIST. AWNING _ �� I TRANSFORMER _---- - 11 -HON-SPRINKLED NEW SERVICE / I j j EXIT i -DEEMEDN PROPOSED WATER AND SEWER LINES ARE n i i i — — RACK I i i I I BIKERACK (2) PRIVATE LINES _, x, _� Ln ------------------- Ln jz I i I / COLOR PLANTERS i - WATER AND SANITARY SEWER. cry I I a- / -- ,��--'S'E'ASONAL I WATER DEMANDS: MIN.= 0 GPM..- _ a o , � I o I_i n� -- \ - _ _ -- - � � SANITARY SEWER -ENTRY--AT MAX.= 21.5 GPM d- z U ISI _ II_ \ ��� BUILDING, ELEV. 302.00 w o VG = I0 GPM ---__ _ ._., ;c� IWALKWAY I I in► ���� PHASE LINE, TYP. F3 I G SW _.._ i' z SEWER: I G F. U . = 18 GPM (PEAK) O i I N "�' Lu- - PARKING ANALYSIS: PARKING SPACES REQUIRED PER 250 SF) I I � �P 6, 6 ,---- " 5' j:'; ❑ ❑ ❑ N (I = REQUIRED 8 E UI ED PARKING SPACES PROVIDED: 21 PROVIDED LuI i I �' � / , EXIST. \0 ELEC. LINE NEW C/O '-0" SIDEWALK _ IW �a-- PROPOSED i l.l. ,...I.`: PLAZA \ ' BUILDING 1925 FT 2 1: EXIST. LIGHT �' EXI T. ASPHALT EXIST. FIRE HYDRANT, —11 oo �� NEW C/O ---"�----"-- ��� _ POLE PAVI NG REFER TO 1 .01 FOR LOCATION OF FIRE HYDRANT I c i I = 11 n 11 � /� ,- :jl. 13 2 TALL WHEEL STOPS NEW UG ELEC. SERVICE ...:°..r,j: TYP. AT FIRST AMERICAN BLVD. ELEV. :::r 304.43 -— — — \ 305.30 ❑ ❑ ----- Ell I EXIST. BLOW -OFF ��� r2\� P � �� ,"^ HC WALKWAY i ^ � �N ASSEMBLY �� N� PHASE 1 2i2.o i II Ii 305.22 N o SANITARY SEWER TIF -IN I N - DIRECTLY TO MAIN LINE, I I FL,2J9G9 CRESCENT POINT PHASE I 304.40 ELEV. 292.50 =1c\j LOT I BLOCK I II GUTTER ~ a? 21.7 AC RES I I w ct� I I I I cn1 w 1 I 1 i I 10'-0" P.U.E, VOLUME 5708, PP 7G z ❑❑ 1 WATER TAP I EXIST. ELEC. LINE PHASE LINE, TYP. ELEV. 294.00 I I 304.34 �� I� ❑❑ I PROPOSED WATER METER I IW I 1 L----}-- I I ----------------------------------- — ----------------------------------------------------- ------------J i u W - 17G2.53 i S 42010 12 II 25-0" LANDSCAPE, DRAINAGE © UTILITY * ACCESS EASEMENT, VOLUME 5708, PP 7G SOUTHWEST CRESCENT POINT, L.P. PHASE 2, BLOCK 3, LOT I R 14.25 AC RES ZONED R4 N ENLARGED SITE PLAN 10 SCALE: 1 " = 20'-0" REF: I / I .0 I I 'IR okyj arolmWooffid 12.1 AWH 1 2 19.08 . ....... AWH ........ ............ .. 12.24.08 CDR L� J Z y° �U F 'gAm N Date: 1 2.2 2.08 Scale: VARIES Drawn: AWH Job:8225 Owner: ADAM DEVELOP MENT PROPERTIE5 I I I I BRIARCRE T DR. SUITE 300 BRYAN, TEXAS7 802 979.776. I I I I Title: ADAM PLAZA - TEMPORARY BANK BUILDING ONE MOMENTUMBLVD. COLLEGE 5TATIOI TX 77842 CRESCENT POINT 5UBDIV1510N LOT 1, BLOCK I Sheet: UL/ OLA 20I'. FIR LANE, TYP. FIRST AMERICAN BLVD. Groin (SD -19B) �y 0 0/0)y K= 25-0 i 36 (I LU � SII o I o II FIRE LANE TYP. 1 R= 14'-0" o — — EXIT Iff Ii T --- ONLY II PHASE LINE, r., 7^ i 912 I 12 4 13 5 14 G 15 11 i® �� C/0.�.- % i PLAZA i 7 1 G 5 17 —19 Mh --°ci0 PHASE 1 Hc 20 — I) PROPOSED Ili I EXI5T. FH BUILDING II L --J ± 1925 FT2 i -------- PHASE LINE=TYP. �— 1/2.01 SITE PLAN SCALE: I " = GO' -0" --A 23 REVISIONS = BY ME Sheet: ; l G, I 6 21 " RC1, I TRANSFORMER NEW SERVICE RACK T II -------------------- i� !11-1 b o ilk \ o 0 PHA5E LINE TYP. / !O1 11 / - � Wcn <o , U I �� EXIST. FLEC. LINE NEW CONCRETE LANDING NEW CONCRETE CURB BEYOND NEW CONCRETE RAMP EXIST. CONC. CURB G'-O" 0 ENLARGED SITE PLAN 25CALE: 12" = 1 '-0" u \ W !I loe-/"-/-- �� BUILD I I _ �1 — I ! 11 do - 000 • i � � EL n 11 ,/ 000 NEW NEW C/0------"�-- � � �� � � �NEW UG ELEC. SERVICE Az Ale, w 06 �� ` " 1212'` �� ice,- PHA5F: ),&Coe $ W V" 1 FL 292.69 vv( ,marI I m9�f6w*k lnb. I EXIST. FIRE HYDRANT . 1�/ATF12 TAP I 1A t1AA-Lol �In�� 11,411 II EXIT II II BIKERACK (2) II � 0 0 PLANTER i REF: 112.01 304. 1 G 5W U_j LU _ _ z .:; WALKWAY . 4� .. ❑ FEI] NEW 5._0.. 1°. 51 DFWALK `.IL. PLAZA -2 ; :.. EXIST. LIGHT �' E I T 5P HA POLE PAYING J• ''� WHEEL STOPS, ,11: TYP. 304.43 o ❑ H C WALKWAY 305.22 i 304.40 GUTTER ii CbMrJA 4L'ZI" DE" 55 LU n zl II 304.34 EX15T. FLEC. LINE PHASE LINE, TYP. � ----�— --------------------------------------- -------------------------------------------------------- NOTE: DUMP5TER ON EAST SIDE OF TOWER BUILDING AND SHIELDED BY GRANITE WALLS x IN`Tccr`w'� ol ENLARGED SITE P ELFV. 294'-0" Np � a� �• d.�1� C.��r'��, etc.) • L �4-1135 O0 w .,two( d.P aanc�s 6v\�P id�n 1�t Ic �► -, yv�p �rall �, �irmutw FRafkae, Ina pwow 9• dew Is d )Aw w �VJ )n -We Nova l"S Wl(KNI WIII�v SCALE: I " _ Sl On REF: 1 / 1 .01 REVISIONS ' BY Sheet: OJG , 71 .000 PHA E LINE, TYP. � 302 1-1 PROP05FD BUILDING 4- 1925 f ��� 0000000ERK0510N ELEV. � CONTROL, TYP. 305.32 \DI NG PLAN : I " = 20'-O" >ING INDICATE 4 ORIGINAL OVED PLAN PHA5F I 303 ,,4. 304 II II II I 30 304 / / / / j / / (� ❑ ❑ / / F121 / / ,,4. 304 II II II I 30 304 / / / / PHASE LINE, TYP. - - - - - - - - - - - - - - - - - - - - - - - - - - - - -2-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -/ - - - - - - - - - - - - - - i \ \ i 303. 304,,,-' 305, II i / / / / / REF: REVISIONS II BY Date: I 1.2G.08 Sheet 3.q I / / / / F121 PHASE LINE, TYP. - - - - - - - - - - - - - - - - - - - - - - - - - - - - -2-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -/ - - - - - - - - - - - - - - i \ \ i 303. 304,,,-' 305, II i / / / / / REF: REVISIONS II BY Date: I 1.2G.08 Sheet 3.q I