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BE POLIS ED UNTIL 4 ',, FORMING A CONTINUOUS SI RFACE. PROPOSED 4. BENCHED SHAL. BE INSTALIED ON A 4" THICK CONCRE" E PAD. SIIE)EWALK 3ENC R DETAEL I . ...... ... . . ....... . .. ....... EXIST N G all 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. . . . . . . . . . SEWER MAIN GENERALNOTES. .............. ............ . ......... 1-i ....... 4A -L 1L e n ELEV.=347.40 AND SERVICE LINES WITHIN THE PROJECT A EA, WHETHER SHOWN ON PLANS OR NOT, AT I FAST 48 A- �XISTING HRS, PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO ELECTRICAL EXISTING FACILITIES. CALL 1-800-DIG-TESS. 0, -7 BUILDING PULL BOX I 9 Al I PANI AW) n1fZTAK1rCC ADC' Ur'ACHDrr) Tn TWr MArV r)r rHDQ HKII 17Q(Z nTWr7DW1t=' kle*%TPn r_KUrUz3r.0 qF SIDEWALK FDC PROPOSED PROPOSED EUR?.-. SIDEWALK 'r) n n MAIN (27) STEEL SLATS ARE FORMED FROM . . . . . . . _P_ BENCH ENTRY S 'r- 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN COLLEGE STATION 2009 BENCH ADA RAMP . . . SEE DETAI SEE DETAIL --- n -"n AIL SOLID STEEL w PtN utl STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD A4"X1 Y2 L IRRIGATON METER PROPOSk6 THREE-STORY PROPOSED PVC S T� . . . SEAT MEMBERS 5 SW3-04 4. SPECIFICATIONS FOP AnA DAklc" FIRE LINE W/ -349 rM MUNI OLU%2 ISOLATION VALVE W/ DErECTAAL FF =348.00 TING 12" R Exis 'U, SURFACE 01 -- 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN SEWER MAIN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION U11LITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN LL 0, -BUILT CONDITIONS. 4Y.- 9105t STAIR WE 000,10,1001, -00, POSITIONS MAY NOT REPRESENT AS P'ROPOS D 4. ch a - CONCRErE LK V 01 P P �Pf 50 ------------- 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. ADA1,R WOODEN g�g �.j� FENCE TO REMAIN 6. ALL SITE LIGHTING SHALL COMPLY WITH SEC11ON 7.10 OUTDOOR LIGHTING STANDARDS, OF THE UDO. PROPERTY W lepi -EIII -4 5 0 7. THE PARKING LOT IS 6" DEPTH CONCRETE PAVEMENT & THE DUMPSTER AREA IS 8 DEPTH CONCRETE 182.8 PAVEMENT TO MEET OR EXCEED MINIMUM CITY OF COLLEGE STATION REQUIREMENTS. CONDENSING R10 SF UNITS 8. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. th EXISTING UNDER- GROUND ELECTRICAL 9. THE BACK OF CURB RADIUS IS SHOWN ON THE DIMENSIONAL CONTROL PLAN. w �N 01-l"' dtb _A5 15' PUE 10. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA, PREPARED BY STRONG SURVEYING. En PER PLAT . . . . . . . ..... VOL. 4833 w 11. THE BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE T /PG. 196 PLAT RECORDED IN VOL. 9268, PG. 48 AND AS MONUMENTED ON THE GROUND N APPROX. LOCATION 12. SUBJECT PROPERTY IS CURRENTLY ZONED "NG 3". EXISTING 8' WATER P 13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED 2 8 1, DEVELOPMENT ORDINANCE. w Mz ?r - F w 4.- 14. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, El ECTRICAL METER AND SERVICE COMPONENTS. AND SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL MOUNTED, OR MN -OF-WAY. E ERIOR SCREENING 5 ROOF MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT XT MATERIALS SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE w PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE, 0 Wr OHE- OHE OHE- OHE- OHEr OHE:::::�E- OHE-;4- 0HE_ HE- OHE COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF SCREENING v EXISTING SEWER MH VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS. EXISTING OVER- PROPOSED CED PROPOSED FENCE (TYP) HEAD ELECTRICAL ELECTRICAL 15. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. EXISTING V] D I CONDUITS GRAVEL DRIVEWAY EXISTING CONCRETE PRIMARY �HRAVM_M_' & GRAVEL DRIVEWAY' ELEV.=343 914 2 0 2" PVC LEGEND ELECTRICAL NOTES: w 1 DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. Y D _7 -2.-�-DEVECOPER-'PWOM-DES--30'--OF- _ff_RIGID_CONDUIT -FOR-- RISER POLES.- ___bEVELOI5ER__ INSTALLS FIRST 10' PROPOSED - ------ SIDEWALK F EXISTING CITY INSTALLS REMAINDER. w I, TRENCH GRATE CONCRETE PAVEMENT 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. EXISTING 8' 4. DEVELOPER INSTALLS PUH BOXES AS PER CITY SPECS AND DESIGN. (PUH BOXES PROVIDED BY -,�EWER MAIN C11 . . . PROPOSED CITY.) LANDSCAPED . . . AREA 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. e,� 4 161 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. zrp , ... .. .. ... .. . . '0; PROPOSED V 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. BRICK ob 0 41 W t, x PAVERS 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES e( w (INCLUDING STREET LIGHTING). # th w PROPOSED TREE PLANTER NOTES: CONCRETE SIDEWALK % 1. TREES SHALL BE PLANTED IN A MINIMUM 4!-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH OF Cq EXISTING HYDRANT w AT LEAST 4'. A MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE. 1500 GPM MIN THIS WILL ONLY APPLY IN AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, OTHERWISE CU SOIL MAY FIRE FLOW BE REQUIRED. w APPROX. LOCA*nON 2. THE FOLLOWING SOIL SPECIFICA11ON SHALL APPLY. D go IN o#4 BARS ON11 18 4. X SMOOTH EXPANSIO DOWELS '.T.S 1/2" x 2" SOLID STEEL BAR, WELDED AND GROUND Z FOR 1/2-1 W_ NOTES: ANCHOR JULIb 1 . MODEL: STE ITES SERIES RB -28 BY VICTOR STA, LEY INC. OR STORM LINE PRE-APPROVEC EQUIVALENT. ENGTH: 6- OHE- OHE 2. ALL SURFACE3, SHALL BE LLC. ELECTROSTATIC _LY POWDER-CuAlf-D ELECTRICAL WITH POLYEStE 1 ', POWDER COATINGS. 1 3. ALL WELDS SH&L BE POLIS ED UNTIL THEY DISAPPEA ',, FORMING A CONTINUOUS SI RFACE. PROPOSED 4. BENCHED SHAL. BE INSTALIED ON A 4" THICK CONCRE" E PAD. SIIE)EWALK 3ENC R DETAEL I 30" TOGETHERI W/ (2) X-1 30 SS HEX BOLT & HEX NUT W/ �ASHERS. NOTE: 1. 60" X 60'i! , IEENAH FOUN CAST IRON: IREE GRATE h R -8738 -Al 2. MATERIAL SHALL BE CAST ASTM A-48, CLASS 3 58 NOT PAINTE(L TRF -E GIR.kTE b1E A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS W-10 QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL w -?0 w_j(] W -lo THAT DOES NOT MEET THE SPECIFICATIONS OF TABLE 1 BELOW. W-10 ___H W-10 W-1 0 B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL) SOILS 401 ..... ...... iweigin W_ w W_ WATER LINE 5 S 5 SEWER LINE = = = = = STORM LINE w -w -w- 24 GPM GAS LINE OHE- OHE OHE OVERHEAD LLC. Planning Solutions 3002 Texas Avenue South ELECTRICAL UGE_ UGE_ UGE- UNDERGROUND ELECTRICAL College Station, TX 77840 (979) 693-7191 PROPOSED (214) 389-9447 1 CEDAR FENCE LP UTILITY DEMAND WATER DEMAND SOLUBLE SALTS MINIMUM 0 GPM AVERAGE 26.7 GPM MAXIMUM (PEAK) 80 GPM 1 X" DOMESTIC WATER METER SANITARY SEWER DEMAND (0 90% OF WATER DEMAND) AVERAGE 24 GPM MAXIMUM (PEAK) 72 GPM 6 1. SANITARY SEWER LINE 11 T y T1117 SEAL APPEARING ON THIS ]EILAIRLE ENGINEERING COMPAN DOCUMENT WAS AUTHORIZED BY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE 3002 TEXAS AVENUE SOUTH NO. 65889 ON DECEMBER 16, 2009. COLLEGE STATION, TEXAS 77845 RELEASED FOR CONSTRUCTION 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE LSTRON JPS JPS 09-CPY-1 SEPTEMBER 2009 tt'��IE OF *J1 E --ifiRIN6 6ff�j NGIN IRM# 4538 SOH, QUALrlYSTAADARDS TABLE I SOLUBLE SALTS < 2.5 SODIUM ABSORPTION RATE (SAR) < 2.0 pH 6.0-7.5 SAND (%) < 70 SILT < 70 CLAY < 30 ORGANIC MATTER (7.) > 5 401 SECOND ST1H EE T APARTMENTS COLLECE STATION, TEXAS IN.T.S I F PLAN VIEW = - r SIDE VIEW FRONT MEW NOTES: 1. MODEL: SUPER CYCLOOPS #2175-8 13Y COLUMBIA CASCADE OR PRE- APPROVED EQUIVALENT. 2. ALL SURFACES SHALL 13E ELECTROSTATICALLY POWDER- COATED WITH POLYESTER POWDER COATINGS. BRICK PAVERS 4" WIDE CURB FOR EDGING 1 " THICK SAND BED `,,4" THICK #3 R AR CONCRETE BRICK DIMENSIONS: 7 ';X6" x 3 36" x 2 %'p I I I I PATTERN: RUNNER BOND NOTES: 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETE SHALL HAVE A 28 -DAY STRENGTH OF 3000 PSI BRICK PAVER DETAIL N.T.S 1. SHUMARD OAK TREE, 3- MIN ARY CALIPER. )DEL # 2. TREE GRATE - SEE DETAIL. RON 3. BRICK PAVERS - SEE DETAIL. NISH, 4. AMEND SOIL PER NOTES. r.km TME PIA1N= DETAIL N.T.S SE L, 01 S TRTET APA' I ....RTMENTS III, OLLEIGE STATION, TEXAS k 17-Ij .C. BOYETT 'E Fj" ION SUBDIVISION X20, LOTS 5-8, VOL. 9268, PG. 8 R PE: V I 0.447 ACRES p 401 SECOND STREET COLLEGE STATION, BRAZOS COUNTY, TEXAS �4 DEC 2 Z009 ZIL171ILPAIDILIN ZUUU SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:20 FILE NAME: 09-CPY-1 r%adfr 3 OWNER/DEVE LOPER: f 4 APPLICANT: E N G I N E ER: NsN, T � 6b, f, I !CES CS Second St -eef IPS Group, z -%T P-11: Harle Apartments 11, LLC. Planning Solutions 3002 Texas Avenue South 16800 Westgrove, Ste. 100 511 University Dr, Ste. 205 College Station, TX 77845 Addison, TX 75001 College Station, TX 77840 (979) 693-7191 (214) 389-9447 1 (979) 846-9259 SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:20 FILE NAME: 09-CPY-1 r%adfr 3 HHHH 6. ALL SITE LIGHTING SHALL COMPLY WITH SECTION 7.10 OUTDOOR LIGHTING STANDARDS, OF THE UDO. A IMF REMAIN PROPERTY nvt STEEP TIES SI hRB-28 7. THE PARKING LOT IS 6" DEPTH CONCRETE PAVEMENT & THE DUMPSTER AREA IS 8" DEPTH CONCRETE 1. MODEL LNE W all PAVEMENT TO MEET OR EXCEED MINIMUM CITY OF COLLEGE STATION REQUIREMENTS. _0 low, ww-ij,. BY VICTOR STO -EY INC. OR I CONbE SING PRE-APPROVEb EQUIVALENT. LENGTH: Klu UNITS 6 -FT e4 8. LANDSCAPING AND IRRIGA11ON DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE Q; IRRIGATION PLANS. EXISTING UNDER- 2. ALL SURFACES ;HALL BE 9. THE BACK OF CURB RADIUS IS SHOWN ON THE DIMENSIONAL CONTROL PLAN. 'GROUND ELECTRICAL ELECTROSTATICAI LY POWDER -C DATED GR OR WITH POLYESTEP POWDER coA rINGS. 15* PUE 10. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA, PREPARED BY STRONG SURVEYING. PER PLAT ED_ 3. ALL WELDS SHA L BE POLISH D UNTIL ........... VOL. 4833 Me 11. THE BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE THEY DISAPPEAF FORMING A /P" 06 PLAT RECORDED IN VOL. 9258, PG. 48 AND AS MONUMENTED ON THE GROUND CONTINUOUS SU FACE. �R.0?0 N APPROX. LOCATION 12, SUBJECT PROPERTY IS CURRENTLY ZONED "NG -3". 4. BENCHED SHAPI BE INSTALLE ON A 4 ell R EXISTING a- WATERN, "n son" 13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STA ON UNIFIED DEVELOPMENT ORDINANCE. IDEWAIA ENCH DETAEL S 1C SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, El ECTRICAL METER AND �k.T.S 11 SERVICE COMPONENTS. AND SIMILAR UTILITY DEVICES. WHETHER GROUND LEVEL. WALL MOUNTED. OR IL - son am %q V 9!* 45� -DEVELOPER PROVIDES- 30� OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10' CITY INSTALLS REMAINDER. 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. 4. DEVELOPER INSTALLS PUH BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY.) 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. 1. 60" X 60" 1 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES CAST IRON; I (INCLUDING STREET LIGHTING). R -8738 -Al. TREE PLANTER NOTES: 2. MATERIAL SH ASTM A-48, 1. TREES SHALL BE PLANTED IN A MINIMUM 4!-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH OF NOT PAINTEE AT LEAST 4'. A MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE. THIS WILL ONLY APPLY IN AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, OTHERWISE CU SOIL MAY 1 .111 BE REQUIRED. APPROX. LOCATION 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY - EXISTING 10" VWVAaTER N, A. THE CITY OF COIIEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS W-10 W-1 a QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL W- oul TWAT nnrcz IdnT KAP77T TW17 (Wr7r[MrAMMICZ M7 TAPI 17 1 QM nW 111211wort 105 �WGRF TOGETHER 1W/ (2) X-130 SS HEX BOLT & HEX NUT W/ WASHERS. ------------ PLAN VIEW SIDE VIDW FRONT VIDW NOTES: 1 . MODEL: SUPER CYCLOOPS #2175-8 BY COLUMBIA CASCADE OR PRE- APPROVED EQUIVALENT. 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER- COATED WITH POLYESTER POWDER COATINGS. BICYCLE RACK DETAIL N.T.S BRICK PAVERS 4" WIDE CURB FOR EDGING 1 THICK SAND BED 4" THICK #23 REBAR CONCRETE 18" O.C.E.W BRICK DIMENSIONS: op 7 x 3 x 2 PATTERN: FL -T-1 RUNNER BOND NOTES: 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETE SHALL HAVE A 28 -DAY BRICK PAVER DETA11L 1430 1. SHUMARD OAK TREE, 3" MIN ENAH FOUN RY CALIPER. EE GRATE MC DEL # 2. TREE GRATE - SEE DETAIL. _L BE CAST I RON 3. BRICK PAVERS - SEE DETAIL. :LASS 358 F1 qISH, 4. AMEND SOIL PER NOTES. ,TE DETATT, TREE PLANTER DETAIL .T.S - - - I I - C11 _w-10 i 4� ...... ...... 'OND STREET APARTMENTS 4�4g. W B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL) SOILS ---Rw-10_w-10_w_j0 -10 401 SEIf w W-10 W -1c, w SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF _10- W-10- W-10- W-1 TABLE 1. '0 L L E E S T.ATION, TEXAS "wow? n w W-10 W-10 w BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION S pH W-10 w SPECIFICATIONS. S S = :777! 7 77. D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVA ON IS COMPLETED, THE TI STORM LINE TABLE 1. IF . j- j- W_- 7777 10; SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDI T`ION (LESS THAN 1400 kPa) TO A DEPTH OF 20" -W-GAS-GAS- MUST AMEND IOWA," 7 00 V S 1 BELOW FINAL TOPSOIL. OVERHEAD ORDER TO MEET D fill _w -n E. BEFORE TOPSOIL INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 48 HOUR NO CE TO ALLOW 1K1QPrrT1nK1 rV7 TWf7 Cl= Tn 171,1CHOC TUAT CHOCnif IC C="C' nC' MCDOIC AKIn kICETC DCK1C7TDA011 1TV PRTA UGE- LEGEND W_ W_ W_ WATER LINE S pH F. THE FWAL RESULTING SEWER LINE S S = = = STORM LINE TABLE 1. IF - -- - ---- GAS GAS LI N E -W-GAS-GAS- MUST AMEND OHE- OHE- OHE- OVERHEAD ORDER TO MEET LISTED ELECTRICAL UGE- UGE- UGE- UNDERGROUND (979) 846-9259 ELECTRICAL G. FOR TOPSOIL INSTALLA11ON SPREAD 2-3" OF APPROVED TOPSOIL ON EXISTING SOIL. PROPOSED ADDED CEDAR FENCE A WATER DEMAND MINIMUM 0 GPM AVERAGE 26.7 GPM MAXIMUM (PEAK) 80 GPM 1 X" DOMESTIC WATER METER SANITARY SEWER DEMAND (0 90% OF WATER DEMAND) AVERAGE 24 GPM MAXIMUM (PEAK) 72 GPM 6" SANITARY SEWER LINE y THE SEAL APPEARING ON THIS HA1PL%1E ENGINEE"UNG COM'r-AN DOCUMENT WAS AUTHORIZED BY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE 3002 TEXAS AVENUE SOUTH NO. 65889 ON DECEMBER 111 2009. COLLEGE STATION, TEXAS 77845 RELEASED FOR CONSTRUCTION 9746930191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009 of k% for OF.7-, JOSEPH P. SCHULTZ- ENGINEERING CO. IRM# 4538 SOH, QUA1=ST,4AD.1" TABLE I SOLUBI F SALTS STANDARDS. -not., �wgw Y �: 0�� 1 SWIM 4, E, pH F. THE FWAL RESULTING SAND < 70 BLC 7� _7� GAS— CLAY TUPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE 1. IF - -- - ---- GAS EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND/OR GAS GAS IMPORT SOIL ACCORDING TO THE CITY'S RECOMMENDATIONS IN ORDER TO MEET LISTED College Sfahon, TX 77840 (979) 693-7191 REQUIREMENTS. (979) 846-9259 G. FOR TOPSOIL INSTALLA11ON SPREAD 2-3" OF APPROVED TOPSOIL ON EXISTING SOIL. TILL ADDED SOIL WITH A ROTARY 11LIER THAT 0 SET TO A DEPTH OF 6". ADD AN ADDITIONAL 4" OF APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE. y THE SEAL APPEARING ON THIS HA1PL%1E ENGINEE"UNG COM'r-AN DOCUMENT WAS AUTHORIZED BY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE 3002 TEXAS AVENUE SOUTH NO. 65889 ON DECEMBER 111 2009. COLLEGE STATION, TEXAS 77845 RELEASED FOR CONSTRUCTION 9746930191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009 of k% for OF.7-, JOSEPH P. SCHULTZ- ENGINEERING CO. IRM# 4538 SOH, QUA1=ST,4AD.1" TABLE I SOLUBI F SALTS < 2.5 -not., �wgw Y �: 0�� 1 SWIM < 2.0 pH . . . . . . . . . . . . . . . . . . . . . . z, SAND < 70 SILT y THE SEAL APPEARING ON THIS HA1PL%1E ENGINEE"UNG COM'r-AN DOCUMENT WAS AUTHORIZED BY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE 3002 TEXAS AVENUE SOUTH NO. 65889 ON DECEMBER 111 2009. COLLEGE STATION, TEXAS 77845 RELEASED FOR CONSTRUCTION 9746930191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009 of k% for OF.7-, JOSEPH P. SCHULTZ- ENGINEERING CO. IRM# 4538 SOH, QUA1=ST,4AD.1" TABLE I SOLUBI F SALTS < 2.5 SODIUM ABSORPTION RATE (SAR) < 2.0 pH 6.0-7.5 SAND < 70 SILT < 70 CLAY < 30 ORGANIC MATTER (P.) > 5 401 SECOND Srp"EET I _n A PA R TMENTS -Am STATION, TEXAS COLLECE ..V -X .C. BOYETT 'E PARTITION SUBDIVISION 110vorM 6y t: kUr' 10 01 _OTS 5-8, VOL. 9268, PG. El C 0.447 ACRES -LIPLE SECOND STREET DEC 21 WOO COLL;GEnSTATION, BRAZOS COUNTY, TEXAS SEPTEMBER 2009 OWNER/DEVELCIPER: APPLICANT: E N G I N E E R - CS Second Straef IPS Group, Harle Engfirnswring Apartments 11, LLC. Planning Solutions 3002 Texas Avenue South 16800 Wesfgrove, Ite. 10,0 511 University Dr, Ste. 205 College Station, TX 77845 Addison, TX 75001 College Sfahon, TX 77840 (979) 693-7191 (214) 389-9447 (979) 846-9259 sjww .1 1__� PLAN SCIALLE VERTICAL N/A HORIZONTAL 1 "=20' PLOTFING SCALE: 1:20 FILE NAME: 09-CPY-1 D61. If6t '60 01115. Y, � •_'� • - • • • i • • • - • • - - • •+`� ` LECTRICAL EXISTING FACILITIES. CALL 1-800-DIG-TESS. :1'.8 ° , : • /. i PROPOSED /BUILDING 3 8.... I Putt BOX - r-- 2 ALL RADII AND S - J . PRt1POSkfi3 N PRot=osEo (27) STEEL SLATS ADA fldMP PROPOSED DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 3 PE12:ETA1L �` . • • • • • . SIDEWALK �E4 FDC +I • SIDEWALK - PROPOSED 1" I CUT. {TYP) 03 d ,'.'+'•' '',•• BENCH ', SERVICE W -Y4" i BENCH I Er; $EE;DETAIL N 4 ADA RAMP 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN ARE FORMED FROM 1 • . . . . ... SEE DETAIL / 1 SEE DETAIL ---- ,*, ,; J, PER DETAIL / COLLEGE STATION 2009 Y4°x1 1�" SOLID STEEL •I IRRIGATON METER pROPOSD THREE-STORY PRopo" PVC > > sw3-04 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD ' • ' ' ADA RAMP FIRE LINE W/ ; SEAT MEMBERS APA EN BLDG. 349 I SPECIFICATIONS FOR STREETS &DRAINAGE. 'y /. W/ DETECTAkE,,` ISOLATION VALVE p'� i'ROPC?5ED 79 SURFACE F , 348.00 EXISTING 12" 'tt' IR WELLS: W/ i N SEWER MAIN 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN 1tiq�' .� �Y DEGpRATIVE `TREE M"� I Pt�ec�SEi` DUMPst1 R`,I i FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS O �`�, I 3 TE (iYP} I OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN , - , `, Et�(CL�YSLIRE Wf DOf3RS1 i�� DETAIL STAIR WELL ///�/////// I ,H GB I N I I POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 'S tic' ♦ - PROPOSED I i W.I. �� 1 1` PROPOSED . ` • • • ' •• i • :CONCRETE WALKWAY' " 1 r<..'fa •F, ' ; •ri, * ., t • " s "• „ 1 •l:, 4: Lt:�.. L +.:._t- EXISTING S . �' :•• • - s .:.v ; �' f/ . 4.5 ;ti:' y a'-�_:- _ --r�'.. 1 N CLEARA , P 5 ELECTRICAL CONDUI T FOR PARKING LOT LIGHTING WILL H WN N THE ELE TR i P 1/2" x 2" SOLID STEEL BAR, WELDED AND GROUND 1tic _ WOODEN BES 0 0 C ICAL S TE LAN. I .. �. • . ,.� PER:,. D _:. IL .: -, -. , ...:.,: .. .. :.. ... .:. • :..: ...: _;,.. ... .::.' .. , .. T -. . ':.. .. .:..:, .,. ': , .:.. ' ''":: I � - FOR 1 /2" FENCE TO ANCHOR BOLTS . _ ......SYl3. 03 ..... .., REMAIN 6. ALL SITE LIGHTING S HALL COMPLY WITH SECTION 7.10 OUTDOOR LIGHTING STANDARDS OF THE LIDO. I .. _..__.-_._ ... ...._ f. ....., , ,::. :.:_ _PROPOSED_..:.. ._ ,. _ _. _. .�. , w ♦ N PROPERTY ., . _ _..,....: , ......:.. ._ ,. _ :.. :..:......_ _ w L0 E........ _.._P OTOS D ... .._ _.......... �. . . LINE � .. ;.:,..... ,,... .. `'�t. _ _ .. . _. _ _ ... . .... _. _.... .... .. .. ... .... .,. .:.. . „ .:., .. .�... . .,_ -... ,... N 1. MODEL. T SERIES RB 28 S EEL ES ..... _....... .. ...__ ..: _:-........ .., ...E . . P _.� .. .., , 7. THE PARKING LOT IS 6 DEPTH CONCRETE PAVEMENT &THE DUMPSTER AREA IS 8 DEPTH CONCRETE # BY VICTOR STA EY INC. OR ,. _ ,: . .....r.... PAVEMENT TO MEET TOR EXCEED MINIMUM CITY OF COLLEGE STATION REQUIREMENTS. ....�:., ,., .. C{Y a:, ,:. , .::_: , .. .: � ... , ,.:. ,.., _... sEe .EfAL, . _:.... _....:...... ._.... ,-......,, :. :-_: -:.... .,., �_.. , :,. ::.:_. _:..: :182.8 6 PRE APPROVED QUIVALENT. INGTH: R 10 ♦ . ♦ ♦ r J ... _ SF _. _: . I • _. . , ...._, _ _ . _. _ : .., .: _ .. _ _.... _ ... _ .._ . ...:.... UNITS _ 6 FT ,. :.... . .. :.. . ... _ __ 8. LANDSCAPING G AN N �, P N D IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. chs ' - _ .. ... _ :._ ... . _ _ _.. _ ... ... , . _...... _ - ._......, _. EXISTING UNDER , .., :.. ,. ,. i _ __.: _: ,... 2. ALL SURFACES BE .r• �'. � _..... .............. .CO DEN N13 .. , . ._ ........... ._...__. .. _..._.. ,. RFACE HALL PROPOSED. :.: _ .. ....,-.. __ _:. _. , _. __ _ ::..:. _ ^� :. _ ..:. .. .. ,...:. _.._ .. ... ........... _ �. ._-.......:. .. ,.::... � ..:. .. _:... ,...._. ..... ..._ .:.... __... :.._ . f _._. r. _... � .. .: GROUND ELECTRICAL . N_. .... _. . _. ,.. _ .P $ .. _... .. ... WDER OATED _... _ ..._: _._ _ _ _ ._ ...... ..... ... .. ... .._.. .. _. -.. ..�: ..R .. ED .._: ._ ELECTROSTATICA Y P 9. THE BACK OF CUR B RADIUS IS SHOWN ON THE DIMENSIONAL ONAL CONTROL PLAN. , _ .... 3 R. CE�I'L.1 CO T NGS. Vl. DER F .. WITH POLYESTE POW.. . MEiaT , P R 4 ...----"'"r•-- 10. THE TOPOGRAPHY G SHOWN I FROM FIELD SURVEY D PREPARED BY STRONG SURVEYING. S M F D R A PREPA E G S G I t PER PLAT :.. .. .:.. ....: ... ...... .. �..... . ._. ._,. ._. ... .._. ._. _, _. �. _.,., ... .. ::.� ..._ .,._.... ._.......-......., _._ ._ .. " ... � . .... _ a, � .. ,.. ._ ._ .. POLISHED UNTIL .. ;. ,..,; ...: i::_ _. •;_ -:..., ,,, _. � _ .. .. .. _ :..:. _ .. 3. ALL WELDS SHA L BE . _ ._.. _ .. :ADA... � _. .. _.. .. ........._. .._...:_ _ _. _. _. _ VOL. 4833 1 iG _ _- ... _ _ ._. _- THE BEARING SYSTEM SHOWN HEREON IS HONORING G CALLED BEARINGS AS SHOWN ON TH D SAPPER FO . ... �. ._,�_.. _._, _,..... ....�. THE .: :. , : _. _. .. _. . _ � , . - � _.. �.;.. "... R N IN THE PLAT ..PER. -_ ,. - .. _. _... .... _ _.._ _. _.� ... :..- ... _ .. _ _ _ a_ .. P .196 _ .. _. -.. _ .:. � _. . , _ _ � _. �'� . _ :. PROPOSE ..: G .. .. - .. . `�.... CONTINUOUS U E PLAT RECORDED IN S FAC VOL 9268 PG 48 AND AS MONUMENTED ON THE GROUND c P i ,. ............... ..........._ ...... ....PRO OSE .UNDE12 :. -.., >.: . �.._.::.:_ .:::: ...:-....:.,.: O . _ ....... ... _ _.. , .... _.. : , . _.. ,:J N.._ N..... .. 5 5956 TREht H:. GR TE ..., .. OROA..1RO WORK C .. A _ .. _. : ,.. . _p�: ET l .._, • :: ,:. .... :. .: .. ... ..... ._. .... ......_._ :. ... ..-.... .5.. .._. .. ... .......... :.. .. '".::..: :: ;.:v _r :-:.: APPROX. LOCATION _ _. _ .- .._. _ �. -.. _.. .. , . r. ,_. , ._<< .._ ..� � ,--, 1•L" - 12. SUBJECT PROPERTY IS CURRENTLY ZONED NG 4. BENCHED SHA BE INSTALLS ON A 4" I`r , EXISTING 8 WATER .. ..: ,. ., <:, . ::... __ ,: RO E .. � ' • : JJ +�..--. _ ....- ♦ BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED _ 182.8 ISO , , 1 DEVELOPMENT ORDINANCE. __,_. _-� __-_ SIDEWALK ENCg3 DETAIL SF ff . .. ::.. ... ; :.:: '' .:<.... ....:. .., ,.,... ,�, . .. ......,.....,..... .... _ G .......LET .. i J :. _ ......:. � , , ,�. . , 5 : - . ., ...:. ., .:: .:.. • � .�I#L>•. �1•.r �. �-,ffl :: #•,.t. .. r#'t= ;#:1/i 'r.#� #.##w':. '�.... .: .4� : 1�T1.1t #F.._-.� riT1!_.. TI.riM�R #.'14>•.# 1�3i7# flr### ft w,fA IIR# „.ls#w. �fM w _.. , _: ._ , 3r.._.. 14. SOLID WASTE STORAGE _. .44 _. + RAGE AREAS MECHANICAL EQUIPMENT, AIR CONDITIONING ELECTRICAL METER AND a..:... . - ,.. -: . .. ..... ..... . ..r.... _ . ..:_., . . .. ,..... ... .._. �. ......_ .._ ........: ..._.._v. ........ ... _:._. ....._... ....,....:. _. i .. ..,...: .. ... : i ..:_.:., .: , _.. _:... ._..,::_ ......,.,. is .._. - ...__...... ___,,. ... .......:.. ., t..... :. ._ .,. .. ... ... _ ... 1 SER ICE COMPONENTS, T.S ......POS ♦ TS AND SIMILAR UTILITY DEVICES WHETHER GROUND LEVEL WALL MOUNTED, w+ ET L TED OR w� d _M �.1 n � _.. . ..... ..... .... tom. ..._ ..-... .�. .. ...... �� �� T . ._... ..�..Mt,..... O,.IC_.�......:. __:. ...I ._.,..:.._. .. .......:-,.._. . ,,:..:.. :::::.: -:,:.. �-__.:.i. ,_:. _.... .. __ .. .-. 1Y._-:. ._-... _._. ..._i....: ....-,... :,:, . 1 ... ..._ �. ::.. -.. .... ♦ a 1 n, �1•_ D/1f1C tI1111AITCr1 Cual I o1 c•nncr.lrn rnn., .nr5.r rnn.. n,nl_,-r nr 5u.v r-vrr-n,nn r•nnrr.,,w,n ff PLAN VIEW SIDE VIEW FRONT VIEW NOTES: 1. MODEL: SUPER CYCLOOPS #2175-8 BY COLUMBIA CASCADE OR PRE- APPROVED EQUIVALENT. 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER- COATED WITH POLYESTER POWDER COATINGS. i 161 Of V411 I I BRICK PAVERS 4" WIDE CURB FOR EDGING ;.� . 1 " THICK SAND BED 4" THICK #3 REBAR� CONCRETE 18" O.C.E.W BRICK DIMENSIONS: 7 ';he" x 3 36- x 2 " PATTERN: RUNNER BOND NOTES: 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETE SHALL HAVE A 28 -DAY STRENGTH OF 3000 PSI BRICK PAVER DETAIL N.T.S P W II PAVEMENT 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. GRATE HALVES BOLTED N i TOGETHER W/ (2) Y2-13x3 I ~' EXISTING 8'. I ( 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY SS HEX SEWER MAIN BOLT &HEX 0 1 PROPOSED CITY.) / NUT W WASHERS. �a'go in I LANDSCAPED + VAREA 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. 60" pn1 JQ �0 aF�o I I 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. o�° • ° izOw dye �yN PROPOSED 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. NOTE: y3 , 3 o �� �, A,� �' I BRICK 1. 60" X 60" ENAH FOUND �' ` oF5`� = i PAVERS Q, ry� ,•'•ti F� � �*` 1 �, � I 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES CAST IRON T EE GRATE Mt R -8738-A1. ,V�' 9s ':i,•. 4 I gPq I N i (INCLUDING STREET LIGHTING). PROPOSED TREE PLANTER NOTES: 2. MATERIAL SH LL BE CAST I ASTM A-48, LASS 358 FI CONCRETE SIDEWALK 1. TREES SHALL BE PLANTED IN A MINIMUM 4'-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH OF NOT PAINTED EXISTING HYDRANT ' i w I AT LEAST 4'. A MINIMUM 6 GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE. 15FlREGFLOWPM IN THIS WILL ONLY APPLY IN AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, OTHERWISE CU SOIL MAY TREE G TE DEI BE REQUIRED. 4 I.T.S I APPROX. LOCATION w, , s "` I ( „ I 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: i EXISTING 10' WATER rn '•: I �, I l i A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS w-10 ° \ I I I I I i QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL -i0"" W-10 w_-... f -":.: , :'� I TN DT nn�c �InT AACCT TUC CDC('ICI!'ATInAiC nC TAM[ C , DCI nW 0 NOTES: 4 1. SHUMARD OAK TREE, 3" MIN RY CALIPER. SEL # 2. TREE GRATE - SEE DETAIL. ON 3. BRICK PAVERS - SEE DETAIL. ISH, 4. AMEND SOIL PER NOTES. AIL TREE PLANTER DETAIL N.T.S STREET APARTMENTS 'NTS rE ,STA TION.1 TEXAS .C. BOYETT .. ff 10.. . .... ... ... ...:_ f. .. :. - ..., _. � _ ..... ..... �: .. 1 E. BEFORE TOPSOIL I 8 OU T o INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 4 HOUR NOTICE 0 ALLOW �. -: p _ .$'1r�4.i. .' .... "�.��' -"�"- "����` � "��:'" .. .:."�:-'' '.i�:�'�. ::r''� `.l_. IAICDC!`TInAI nC TtJC CITC Trt-CAICIIOC TWAT CIIDCrtII IC CD CC rtC 1•,CDDIC AAII'� A/CCTC DCAICTDADIIITV I ESTA IrE PARTITION SUBDIVISION � HAIRLE ENGINEERING VMIF-1 1N y THE SL APPEARING ON DOCUMENT WAS A THORZEDIBY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE 3002 TEXAS AVENUE SOUTH NO. 65889 ON DECEMBER 16, 2009. COLLEGE STATION, TEXAS 77845 RELEASED FOR CONSTRUCTION 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009 �A 0/� ,t�ryof .7 -,t -la • •tk r i JOSEPH P. SCHULTZ ENGINEERING CO. IRM# 4538 SOIL QUALPIYS ANDARDS TABLE 1 LEGEND < 2.5 SODIUM ABSORPTION RATE (SAR) - w w W_ WATER LINE SAND {%} < 70 SILT {9b) SEWER LINE CLAY (%) --------- ORGANIC MATTER (%) STORM LINE CS Second Sty et GAS - CIAS - GAS LI N E - chs - - OHE- OHS- OHE- OVERHEAD Planning Solutions 3002 Texas Avenue South ELECTRICAL - urs UGEUGE- UNDERGROUND 511 University Dr, Ste. 205 College Station, TX 77845 ELECTRICAL Addison, TX 75001 Be PROPOSED CEDAR FENCE HAIRLE ENGINEERING VMIF-1 1N y THE SL APPEARING ON DOCUMENT WAS A THORZEDIBY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE 3002 TEXAS AVENUE SOUTH NO. 65889 ON DECEMBER 16, 2009. COLLEGE STATION, TEXAS 77845 RELEASED FOR CONSTRUCTION 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009 �A 0/� ,t�ryof .7 -,t -la • •tk r i JOSEPH P. SCHULTZ ENGINEERING CO. IRM# 4538 SOIL QUALPIYS ANDARDS TABLE 1 SOLUBLE SALTS < 2.5 SODIUM ABSORPTION RATE (SAR) < 2.0 pH 6.0-7.5 SAND {%} < 70 SILT {9b) < 70 CLAY (%) < 30 ORGANIC MATTER (%) > 5 401 SECOND STREET APARTMENTS COLLEGE STATION, TEXAS SCALE VERTICAL N/A HORIZONTAL 1 ,f=20' PLOTTING SCALE: 1:20 FILE NAME: 09-CPY-1 r%a3 ' N 1 }.1 w iUl g 00A 3' L) LP 16A ''SER OWNER/DEVELOPER: APPLICANT: ENGINEER: I ttr ca CS Second Sty et IPS Group, gineerinF-- Harle En Apartments II, LLC. Planning Solutions 3002 Texas Avenue South 16800 Westgrove, te. 100 511 University Dr, Ste. 205 College Station, TX 77845 Addison, TX 75001 College Station, TX 77840 (979) 693-7191 (214) 389-9447 (979) 846-9259 j SCALE VERTICAL N/A HORIZONTAL 1 ,f=20' PLOTTING SCALE: 1:20 FILE NAME: 09-CPY-1 r%a3 ' N 1 }.1 w iUl g 00A 3' L) LP 16A �GAS 20 10 0 SCALE IN FEET F-3 I APPROX. LOCATION Ary EXISTING 8' WATER d:+'o� 04� EXISTING HYDRANT 1500 GPM MIN FIRE FLOW APPROX. LOCATION EXISTING 10' WATER -10 -__ W-10 w-10 _ __ w -so LEGEND r s lb WATER LINE - s s S - SEWER LINE =_=_=== -28 STORM LINE PROPERTY 4 UNE j m OHE OHE- 3 1 I APPROX. LOCATION Ary EXISTING 8' WATER d:+'o� 04� EXISTING HYDRANT 1500 GPM MIN FIRE FLOW APPROX. LOCATION EXISTING 10' WATER -10 -__ W-10 w-10 _ __ w -so ® m' PARKING ANALYSIS REQUIRED PARKING: 33 1-BEBROOM APARTMENTS 1.125 SPACES PER UNIT 0.54.75) 38 LEGEND 2 - w w W_ WATER LINE - s s S - SEWER LINE =_=_=== -28 STORM LINE CAS GAS CAS- GAS LINE - OHE- OHE OHE- OVERHEAD LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & PRE -APPROVED 6 -FT ELECTRICAL - UZ UGE UGE- UNDERGROUND IRRIGATION PLANS. 100 ELECTRICAL TREE PLANTER NOTES: 2. MATERIAL SH IIEXISTING PROPOSED 9. THE BACK OF CURB RADIUS IS SHOWN ON THE DIMENSIONAL CONTROL PLAN. 2. ALL SURFACES ELECTROSTATICA CEDAR FENCE ® m' PARKING ANALYSIS REQUIRED PARKING: 33 1-BEBROOM APARTMENTS 1.125 SPACES PER UNIT 0.54.75) 38 SPACES REQUIRED TOTAL 2 ADA SPACE REQUIRED PROPOSED PARKING: 32 STRAIGHT -IN PARKING SPACES 2 ADA PARKING SPACES WATER DEMAND MINIMUM 0 GPM AVERAGE 26.7 GPM MAXIMUM (PEAK) 80 GPM 1 72" DOMESTIC WATER METER SANITARY SEWER DEMAND (0 90% OF WATER DEMAND) AVERAGE 24 GPM M SITE SPECIFIC NOTES: I 1. THE DEVELOPER OF THE PROPERTY IS CS SECOND STREET APARTMENTS II, LLC. THE SUBJECT PROPERTY IS LOTS 5-8, BLOCK 20 OF THE W.C. BOYETT ESTATE PARTITION SUBDIVISION. THE PROPERTY IS ZONED NG -3, NORTHGATE RESIDENTIAL. Ja 2. PROPOSED BUILDING IS A THREE-STORY TYPE VA -SPRINKLED, WITH 22,620 SF GROSS AREA, 43'-4" 6" OVERALL HEIGHT, AND FF=348.00. Y4 R 3. THE DENSITY IS 73.8 UNITS PER ACRES (33 UNITS AT 0.447 ACRES). 3» I 4. THIS LOT IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY, 0 I TEXAS AND INCORPORATED AREAS, MAP NO. 48041CO143C, EFFECTIVE JULY 2, 1992. 5. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE CHERRY STREET 12" 3» q e w -e RIGHT-OF-WAY. DETENTION IS PROPOSED ON SITE FOR THIS TRACT. 10 ' 6. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS. 2„ ° 3" 3 IDEWALK PdVERS ; 7. THE DEVELOPED AREA FOR THIS PROJECT IS 0.447 ACRES (19,471 SF). 8. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. `,' 9. THERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. A KNOX BOX SECURITY KEY 4„ SYSTEM IS REQUIRED ON THIS BUILDING. EXISTING 8" 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. SEWER MAIN GENERAL NOTES: SITE BM 11: W I MH RIM 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES ��TT���� N ELEV.=347.40 AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT FAST 48 cum EXISTING HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO ELECTRICAL EXISTING FACILITIES. CALL 1-800-DIG-TESS. PULL BOX 1 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. N PROPOSED (27) STEEL SLATS ADA RAMP 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN ARE FORMED FROM W PER DETAIL / COLLEGE STATION 2009 SW3-04 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD Y4"x1 SOLID STEEL I SPECIFICATIONS FOR STREETS & DRAINAGE. SEAT MEMBERS N EXISTING 12' N SEWER MAIN 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN j FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS 1 OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. ENCE. SHOWN N POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. EXISTING = WOODEN 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. X FENCE TO 4" 5„ No 3" o #4 BARS N4" X 18" SMOOTH EXPANSIO I DOWELS DETAIL.. '.T.S CLEARANG FOR 1 /2 1/2" x 2" SOLID STEEL BAR, WELDED AND GROUND ROOF MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING 1 MATERIALS SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE j N,�;y1��1p PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE, COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF SCREENING VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS. j 15. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. LEGEND ELECTRICAL NOTES: 301, N 1 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. 2. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10' I EXISTING CITY INSTALLS REMAINDER. N CONCRETE PAVEMENT 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY N II PROPOSED CITY.) LANDSCAPED i AREA 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. N I 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. GRATE' HALVES BOLTED TOGETHER W/ (2) X- 130 SS HEX BOT & HEX NUT W/ WASHERS. REMAIN 6. ALL SITE LIGHTING SHALL COMPLY WITH SECTION 7.10 OUTDOOR LIGHTING STANDARDS, OF THE UDo. NOTES: ANCHOR �DLTS BRICK 7. THE PARKING LOT IS 6" DEPTH CONCRETE PAVEMENT & THE DUMPSTER AREA IS 8" DEPTH CONCRETE 1. MODEL: STEEL TES SERIES IRB -28 PAVERS CONDENSING PAVEMENT TO MEET OR EXCEED MINIMUM CITY OF COLLEGE STATION REQUIREMENTS. BY VICTOR STA EY INC. OR Harle Engineering Co. W UNITS N c�8. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & PRE -APPROVED 6 -FT QUIVAL NT. LENGTH: Planning Solutions (INCLUDING STREET LIGHTING). R -8738-A1. IRRIGATION PLANS. 100 PROPOSED CONCRETE TREE PLANTER NOTES: 2. MATERIAL SH IIEXISTING UNDER - GROUND ELECTRICAL 9. THE BACK OF CURB RADIUS IS SHOWN ON THE DIMENSIONAL CONTROL PLAN. 2. ALL SURFACES ELECTROSTATICA HALL B Y POWDER- DATED (979) 693-7191 PER PLAT 10. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA, PREPARED BY STRONG SURVEYING. WITH POLYESTEF POWDER COAjTINGS. (979) 846-9259 T,w 1AT VOL. 4833 LEAST 4'. A MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE. 3. ALL WELDS SHA L BE POLISHED UNTIL 1 /PG. 196 11. THE BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE THEY DISAPPEARFORMING A i N I PLAT RECORDED IN VOL. 9268, PG. 48 AND AS MONUMENTED ON THE GROUND CONTINUOUS SURFACE, N � 12, SUBJECT PROPERTY IS CURRENTLY ZONED "NG -3". 4. BENCHED SHALL BE INSTALLED ON A 4" W I 13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED THICK CONCRETff PAD. i DEVELOPMENT ORDINANCE. N I ��1•�S 14. SOLID SIDEWALKr1T-S NC DETAIL j I � ,6 • `y WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER AND j SERVICE COMPONENTS, AND SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL MOUNTED, OR ROOF MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING 1 MATERIALS SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE j N,�;y1��1p PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE, COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF SCREENING VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS. j 15. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. LEGEND ELECTRICAL NOTES: 301, N 1 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. 2. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10' I EXISTING CITY INSTALLS REMAINDER. N CONCRETE PAVEMENT 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY N II PROPOSED CITY.) LANDSCAPED i AREA 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. N I 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. GRATE' HALVES BOLTED TOGETHER W/ (2) X- 130 SS HEX BOT & HEX NUT W/ WASHERS. r N = 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: T•S A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS i QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL _ W I THAT DOES NOT MEET THE SPECIFICATIONS OF TABLE 1 BELOW. N � I I PLAN VIEW SIDE VIEW FRONT VIEW NOTES: 1. MODEL: SUPER CYCLOOPS #2175-8 BY COLUMBIA CASCADE OR PRE- APPROVED EQUIVALENT. 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER- COATED WITH POLYESTER POWDER COATINGS. BICYCLE RACK DFTATT , N.T.S BRICK PAVERS 4" WIDE CURB FOR EDGING .» ;•, 1" THICK SAND BED 4" THICK #3 REBAR CONCRETE 18' O.C.E.W BRICK DIMENSIONS: 7';�s"x3x2 „ PATTERN: RUNNER BOND NOTES: 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETE SHALL HAVE A 28 -DAY STRENGTH OF 3000 PSI BRICK PAVER DETAIL N.T.S 1. SHUMARD OAK TREE, 3" MIN CALIPER. 2. TREE GRATE - SEE DETAIL. 3. BRICK PAVERS - SEE DETAIL. 4. AMEND SOIL PER NOTES. TREE PLANTER DETAIL l,ER B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL) SOILS 401 SE610N_ _D IST�EET APARTMENTS li NTS W I SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF C. BEFORETABLE TOPSOIL IS PLACED ALL AREAS LLE GE STA TION, TEXA S THAT RECEIVE PLANTINGS WILL MEET COMPACTION SPECIFICATIONS. D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETED, THE W� C. BC)YETT N �-- SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF 20" I BELOW FINAL TOPSOIL. AXIMUM (PEAK) 72 GPM Q 34 TOTAL SPACES PROVIDED I ( 6" SANITARY SEWER LINE HA]�LE ENGINEERING COMI-1A.NY THE SEAL APPEARING ONDOCUMENT WAS AU HORIZEDIBY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE 3002 TEXAS AVENUE SOUTH NO. 65889 ON DECEMBER 16, 2009. COLLEGE STATION, TEXAS 77845 RELEASED FOR CONSTRUCTION 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009 OF •% .... JOSEPH P...SCH LTZ ......... . �w..•�� 121 f HARLE ENGINEERING CO. FIRM# 4538 SOIL QUA&I7YSTAIVDAMNTABMI SOLUBLE SALTS NOTE: SODIUM ABSORPTION RATE (SAR) < 2.0 N i I BRICK 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. < 70 SILT (%) 1= I PAVERS 1. 60" X 60" N ENAH FOUNDA Y I Harle Engineering Co. 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES CAST IRON T E GRATE MODEL # N 1 Planning Solutions (INCLUDING STREET LIGHTING). R -8738-A1. 16800 Westgrove, Sle. 100 PROPOSED CONCRETE TREE PLANTER NOTES: 2. MATERIAL SH L BE CAST IKON Addison, TX 75001 ''•' SIDEWALK ASTM A-48 LASS 358 FINISH, (979) 693-7191 N j ti' : ' 1. TREES SHALL BE PLANTED IN A MINIMUM 4'-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH OF NOT PAINTED. �'. (979) 846-9259 T,w 1AT LEAST 4'. A MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE. THIS WILL ONLY APPLY IN AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, OTHERWISE CU SOIL MAY TME G BE REQUIRED TE DETAIL r N = 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: T•S A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS i QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL _ W I THAT DOES NOT MEET THE SPECIFICATIONS OF TABLE 1 BELOW. N � I I PLAN VIEW SIDE VIEW FRONT VIEW NOTES: 1. MODEL: SUPER CYCLOOPS #2175-8 BY COLUMBIA CASCADE OR PRE- APPROVED EQUIVALENT. 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER- COATED WITH POLYESTER POWDER COATINGS. BICYCLE RACK DFTATT , N.T.S BRICK PAVERS 4" WIDE CURB FOR EDGING .» ;•, 1" THICK SAND BED 4" THICK #3 REBAR CONCRETE 18' O.C.E.W BRICK DIMENSIONS: 7';�s"x3x2 „ PATTERN: RUNNER BOND NOTES: 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETE SHALL HAVE A 28 -DAY STRENGTH OF 3000 PSI BRICK PAVER DETAIL N.T.S 1. SHUMARD OAK TREE, 3" MIN CALIPER. 2. TREE GRATE - SEE DETAIL. 3. BRICK PAVERS - SEE DETAIL. 4. AMEND SOIL PER NOTES. TREE PLANTER DETAIL l,ER B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL) SOILS 401 SE610N_ _D IST�EET APARTMENTS li NTS W I SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF C. BEFORETABLE TOPSOIL IS PLACED ALL AREAS LLE GE STA TION, TEXA S THAT RECEIVE PLANTINGS WILL MEET COMPACTION SPECIFICATIONS. D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETED, THE W� C. BC)YETT N �-- SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF 20" I BELOW FINAL TOPSOIL. AXIMUM (PEAK) 72 GPM Q 34 TOTAL SPACES PROVIDED I ( 6" SANITARY SEWER LINE HA]�LE ENGINEERING COMI-1A.NY THE SEAL APPEARING ONDOCUMENT WAS AU HORIZEDIBY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE 3002 TEXAS AVENUE SOUTH NO. 65889 ON DECEMBER 16, 2009. COLLEGE STATION, TEXAS 77845 RELEASED FOR CONSTRUCTION 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009 OF •% .... JOSEPH P...SCH LTZ ......... . �w..•�� 121 f HARLE ENGINEERING CO. FIRM# 4538 SOIL QUA&I7YSTAIVDAMNTABMI SOLUBLE SALTS < 2.5 SODIUM ABSORPTION RATE (SAR) < 2.0 PH 6.0-7.5 SAND (%} < 70 SILT (%) < 70 CLAY (%) < 30 ORGANIC MATTER (%) > 5 401 SECOND STREET APARTMENTS COLLEGE STATION, TEXAS SITE PLAN SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:20 FILE NAME: 09-CPY-1 C3 p-161$ ' q j'5. � 5'(DtO YA Jtr I tMtitK 1UU9 OWNER/DEVEL PER: APPLICANT: ENGINEERLLf.`I_° CS Second Str et IPS Group, Harle Engineering Co. Apartments II, LC. Planning Solutions 16800 Westgrove, Sle. 100 511 University Dr, Ste. 205 3002 Texas Avenue South College Station, TX 77845 Addison, TX 75001 College Station, TX 77840 (979) 693-7191 (214) 389-9447 (979) 846-9259 SITE PLAN SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:20 FILE NAME: 09-CPY-1 C3 p-161$ ' q j'5. � 5'(DtO YA !!!I 10 -5 0 10 SCALE IN FEET 9) LIRIOPE AA &kvj em., LIRIOPE 17) LIRIOPE M Pit', vma _,NtZi il 17) LIRIOPE SHUMARD OAK (18) LIRIOPE 101 I III A -A I I I v (12) LIRIOPE I ZANTIVI I I I I I I i I %..IN "I I I :�_ LA I , . I pa ♦ + --(10) LIRIOPE --(4) TEXAS LANTANA 9, + + 0 u Jr + + 0 0 0 0 �) 171m -k (3) INDIAN HAWTHORNE (4) TEXAS REDBUD_ Go W W W W W 0 0 O �o 0 O O Q o u (3) ABEILA (3) ABEILA (3) ABEILA (2) INDIAN HAWTHORN (3) ABEILA (4) INDIAN HAWTHORNE (3 ABEILA (4) INDIAN HAWTHORNE (5) TEXAS LANTANATEXAS LANTANA (3) TEXAS LANTANA (4) INDIAN HAWTHORNE (3) TEXAS LANTANA (4) INDIAN HAWTHORNE (3) TEXAS LANTANA \�(4) INDIAN HAWTHORNE (2) NOIAN HHAWWTHO 0 (3) TEXAS LANTANA (3) TEXAS LANTANA (10) ASIAN JASMINE (4) INDIAN HAWTHORNE Q. (1) SHUMARD OAK (4) DWARF WAX MYRTLE• r - — — — — — — — - 1 r -- — — — — — — (4) TEXAS LANTANA A. • Cc 4. 40A- L 4- "A A A. L ---------- --- i (10) ASIAN JASMINE C.U. .'Tv° J 7 ? V IV 9 va4 n7 C.U. •'yd Vv1 ' v v v 9 0 — — — — — — — — — -----------— — — — — — — — — — — — — — - (32) ASIAN JASM"NE (4) BURFORD HOLLY — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (4) INDIAN BURFORD HOLLY HAWTHORNE 41 (40) ASI N JASMINE (9) INDIAN HAWTHORNE a' (27) ASIAN JASMINE HARLE ENGINEERING COMPANY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77845 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG ips ips 09—CPY— 1 SEPTEMBER 2009 401 SECOND STREET A P A R TMENTS _& .4 A COLLEGE STATION., TEXAS SYMBOL SIZE NAME & TYPE QUANTITY 411 Ck 7vv — — 9 A. Yx-vvv vv7vl (Quercus shumardii) `V4 V17Vv1 vvvv CANOPY og 211 CERAS RED BUD + 4 (Cercis T 0 + CANOPY 5 GAL ABELIA + elia grandfflora) 18 SHRUB 5 GAL INDIAN HAWTHORNE logo HARLE ENGINEERING COMPANY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77845 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG ips ips 09—CPY— 1 SEPTEMBER 2009 401 SECOND STREET A P A R TMENTS _& .4 A COLLEGE STATION., TEXAS SYMBOL SIZE NAME & TYPE QUANTITY 411 Ck — — — — — — — — — — — — 9 (Quercus shumardii) CANOPY HARLE ENGINEERING COMPANY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77845 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG ips ips 09—CPY— 1 SEPTEMBER 2009 401 SECOND STREET A P A R TMENTS _& .4 A COLLEGE STATION., TEXAS SYMBOL SIZE NAME & TYPE QUANTITY 411 Ck HUMARD OAK TREE 9 (Quercus shumardii) CANOPY og 211 CERAS RED BUD 4 4 (Cercis canadensis) CANOPY 5 GAL ABELIA elia grandfflora) 18 SHRUB 5 GAL INDIAN HAWTHORNE (Rh aphiolepsis indica) 44 SHRUB 5 GAL DWARF WAX MYRTLE 4 �Myrcia pusilla) 4 SHRUB 5 GAL HARLE ENGINEERING COMPANY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77845 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG ips ips 09—CPY— 1 SEPTEMBER 2009 401 SECOND STREET A P A R TMENTS _& .4 A COLLEGE STATION., TEXAS SYMBOL SIZE NAME & TYPE QUANTITY 411 Ck HUMARD OAK TREE 9 (Quercus shumardii) CANOPY og 211 CERAS RED BUD 4 (Cercis canadensis) CANOPY 5 GAL ABELIA elia grandfflora) 18 SHRUB 5 GAL INDIAN HAWTHORNE (Rh aphiolepsis indica) 44 SHRUB 5 GAL DWARF WAX MYRTLE �Myrcia pusilla) 4 SHRUB 5 GAL TEXAS LANTANA (Lantana urficoides) SHRUB 1 GAL L RIOPE (BIG BLUE) (Liriope muscari) GROUNDCOVER 99 Y9 yY Y9a 1 GAL ASIAN JASMINEP4 119 rash elosporum asiaticem) GROUNDCOVER 5 GAL BURFORD HOLLY (Ilex comuta 'burfordi') SHRUB COMMOBERM DATURF — HYDROSEED NOTE: AN IRRIGATION SYSTEM T6 SERVICE ALL NEW PLANTINGS WILL BEINSTALLED 13Y A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF 6CC,L PANCY IS ISSUED. it LANDSCAPING - LVAINW.21101 jp 16— L - A; 'A' DEC 'i E009 DE v'p;p SCALE VERTICAL N/A HORIZONTAL 1 "=1 0' PLOTTING SCALE: 1:10 FILE NAME: 09—Cpy-1_ I I v� : DCP 7 �CY 6* j 21 nil -3. 10 5 0 10 SCALE IN FEET U (4) TEXAS REDBUD (10) ASIAN JASMINE (7) LIRIOPE a 9) LIRIOPE woo .&lin `Wim ' (3) ABEILA ' (2) INDIAN HAWTHORNE (3> TEXAS LANTANA ol i i r—(4) INDIAN HAWTHORNE 17) LIRIOPE KAP INDIAN HAWTHORNE e —(S) TEXAS LANTANA (5)TE LIRIOPE 17) LIRIOPE 18) LIRIOPE HAWTHORNEPPP Jim (3) ABEILA (3) ABEILA (4) INDIAN HAWTHORNE (4) INDIAN (3) TEXAS LANTANA (3) TEXAS LANTANA B) SHUMARD OAK :. (12) LIRIOPE 'Q NEENINNIME N�I,,�� .. ■irn�ttt�tt� 1 (10) LIRIOPE (4) TEXAS LANTANA (3) INDIAN HAWTHORNE t 4" CAL SHUMARD OAK TREE 9 (Quercus shumardii) CANOPY as i (1) SHUMARD OAK °I 2" AL TEXAS RED BUD 4 (4) DWARF WAX MYRTLE r -------n r-------, ( (Cercis canadensis) (4) TEXAS LANTANA j � CANOPY i i i I ;r r t$ . d • ',' •. w • 4 •' ` f'•: .. :a. '•,a d • + •d•' : • d ..•, y J L A ELIA 'a �• f t .• �! .• dr• • +•. 4 t a• 4 •� .` ` a •+, a• �•' •a I ------- 1--------••J �•k._,�'` B a Z.4 a a „ •. — (Abella grandiflora) 18 SHRUB `;..,' • , •a•—a" a °'A•...a!s ' II O w c.u.w Q 5 L INDIAN HAWTHORNE(10) ASIAN JASMINE (Rhaphialepsis indica) 46 ' , •a, SHRUB p C.U. W W 5 L DWARF WAX MYRTLE Q O O OW W (Myrcia pusilla) 4 O www SHRUB (32) ASIAN JASM NE {2) TEXAS LANTANA (6) TEXAS LANTANA W W 5 � L TEXAS LANTANA {b) INDIAN Lantana urticoides - - w ( 44 HAWTHORNE __ - _ W i � ( SHRUB ) - W - w W 1 C L LIRIOPE (BIG BLUE) W (Liriope muscari) 106 w GROUNDCOVER (9) INDIAN HAWTHORNS W (40) ASI N JASMINE W (27) ASIAN JASMINE (3) ABELIA ASIAN JASMINE 119 (Trachelosporum asiaticem) ,• 1 ��''. O O 07i n W W W GROUNDCOVER f , -----..... ---- ..---- ___--- _ 4.` k — — — — --- ----- —— — — —— ------ — — — — --- — — — — ----- ---- W w W W :yam ------ — — — — 041 f qn ------ — — — — -------- — — — — — — — — — — — — —.....------ — — — — ---- � /10 T. } ---- -- .,-------- — — — — — — — — — ........— ----- ---- --_ _ ,. — -- — — — — -- — — — — — — — — — — — — — — c f T W W ----------- O D W w O � O C� �� �� � y w COM AON BERMUDA TURF - HYDROSEED •'a•' w w de ' • NOTE: AN IRRIGA ONS STE�TO SERVICE ALL NEW PLANTINGS WILL ( E INSTALL D BY A CERTIFIED INSTALLER BEFORE A CERTiF CATE OF OCCUPANCY IS ISSUED. HARLE ENGINEERING COMPANY TEXAS HOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77845 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG JPS JPS 09—CPY-1 SEPTEMBER 2009 407 SECOND STREET APARTMENTS COLLEGE STATION, TEXAS PLAN SCALE VERTICAL N/A HORIZONTAL 1 "=10' PLOTTING SCALE: 1:10 FILE NAME: 09—CPY-1 -y-kaaj iii v -j jvDq w w w W W W W W W W w w w F w W W W W W w W W w W W W Wlw p w W W i 9) LIRIOPE woo .&lin `Wim ' (3) ABEILA ' (2) INDIAN HAWTHORNE (3> TEXAS LANTANA ol i i r—(4) INDIAN HAWTHORNE 17) LIRIOPE KAP INDIAN HAWTHORNE e —(S) TEXAS LANTANA (5)TE LIRIOPE 17) LIRIOPE 18) LIRIOPE HAWTHORNEPPP Jim (3) ABEILA (3) ABEILA (4) INDIAN HAWTHORNE (4) INDIAN (3) TEXAS LANTANA (3) TEXAS LANTANA B) SHUMARD OAK :. (12) LIRIOPE 'Q NEENINNIME N�I,,�� .. ■irn�ttt�tt� 1 (10) LIRIOPE (4) TEXAS LANTANA (3) INDIAN HAWTHORNE t 4" CAL SHUMARD OAK TREE 9 (Quercus shumardii) CANOPY as i (1) SHUMARD OAK °I 2" AL TEXAS RED BUD 4 (4) DWARF WAX MYRTLE r -------n r-------, ( (Cercis canadensis) (4) TEXAS LANTANA j � CANOPY i i i I ;r r t$ . d • ',' •. w • 4 •' ` f'•: .. :a. '•,a d • + •d•' : • d ..•, y J L A ELIA 'a �• f t .• �! .• dr• • +•. 4 t a• 4 •� .` ` a •+, a• �•' •a I ------- 1--------••J �•k._,�'` B a Z.4 a a „ •. — (Abella grandiflora) 18 SHRUB `;..,' • , •a•—a" a °'A•...a!s ' II O w c.u.w Q 5 L INDIAN HAWTHORNE(10) ASIAN JASMINE (Rhaphialepsis indica) 46 ' , •a, SHRUB p C.U. W W 5 L DWARF WAX MYRTLE Q O O OW W (Myrcia pusilla) 4 O www SHRUB (32) ASIAN JASM NE {2) TEXAS LANTANA (6) TEXAS LANTANA W W 5 � L TEXAS LANTANA {b) INDIAN Lantana urticoides - - w ( 44 HAWTHORNE __ - _ W i � ( SHRUB ) - W - w W 1 C L LIRIOPE (BIG BLUE) W (Liriope muscari) 106 w GROUNDCOVER (9) INDIAN HAWTHORNS W (40) ASI N JASMINE W (27) ASIAN JASMINE (3) ABELIA ASIAN JASMINE 119 (Trachelosporum asiaticem) ,• 1 ��''. O O 07i n W W W GROUNDCOVER f , -----..... ---- ..---- ___--- _ 4.` k — — — — --- ----- —— — — —— ------ — — — — --- — — — — ----- ---- W w W W :yam ------ — — — — 041 f qn ------ — — — — -------- — — — — — — — — — — — — —.....------ — — — — ---- � /10 T. } ---- -- .,-------- — — — — — — — — — ........— ----- ---- --_ _ ,. — -- — — — — -- — — — — — — — — — — — — — — c f T W W ----------- O D W w O � O C� �� �� � y w COM AON BERMUDA TURF - HYDROSEED •'a•' w w de ' • NOTE: AN IRRIGA ONS STE�TO SERVICE ALL NEW PLANTINGS WILL ( E INSTALL D BY A CERTIFIED INSTALLER BEFORE A CERTiF CATE OF OCCUPANCY IS ISSUED. HARLE ENGINEERING COMPANY TEXAS HOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77845 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG JPS JPS 09—CPY-1 SEPTEMBER 2009 407 SECOND STREET APARTMENTS COLLEGE STATION, TEXAS PLAN SCALE VERTICAL N/A HORIZONTAL 1 "=10' PLOTTING SCALE: 1:10 FILE NAME: 09—CPY-1 -y-kaaj iii v -j jvDq SITE SPECIFIC NQUS: 1. THE DEVELOPER OF THE PROPERTY IS CS SECOND STREET APARTMENTS 11, LLC. THE SUBJECT PROPERTY IS LOTS 5-8, BLOCK 20 OF THE W.C. BOYETr ESTATE PARTITION SUBDIVISION. THE r V " V 4 I h �� ( • PROPERTY IS ZONED NG -3 NORTHGATE RESIDENTIAL Ak, 0 1 , 2. PROPOSED BUILDING IS A THREE-STORY TYPE VA -SPRINKLED, WITH 22,620 SF GROSS AREA, 43 -4 PP 15' PUE /PG. 148 OVERALL HEIGHT, AND FF=348.00. 4 R 11 r 'o 7\ VOL 8832 3. THE DENSITY IS 73.8 UNITS PER ACRES (33 UNITS AT 0.447 ACRES). 3 "R 10 E*XISTIkG, CON'C`RE* 4. THIS LOT IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY, GRAVEL PARKING AREA TEXAS AND INCORPORATED AREAS, MAP NO. 48041C0143C, EFFECTIVE JULY 2. 1992. IAD 511 HYDRANT 12 7Iti9f7GGPM MIN 31' 1150 to 5. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE CHERRY STREET RE FLOW 0 RIGHT-OF-WAY. DETENTION IS PROPOSED ON SITE FOR THIS TRACT. �10 0 621 7pp 10 A nPAIMAr-17 fMF7nPMA"nnFd Amn nr-TAn (z wn i w Ppnvinim nN 'rW;7 C.'PAniKIP. AMn nRAIKIAr.F PI AN -q- 01 -40$ IF r ^22 Wor w • 5[DEWALK PRO 1" SIDEWALKj I\- MAIN FDC \V (41 1/2" x 2 SOLID •ENTRY PROPOSED 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2009 ARE FORMED FROM STEEL BAR, WELDED BENCH SrAVI%,r 0.0 74 BENCH th ADA RAMP SEE DETAIL STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STAN RIGATON METER V / DARD Y4"X1 X" SOLID EEL AND GROUND SEE DETAIL IR PROPOS THREE-STORY PROPOSED '4- PVC SEAT MEMBERS FIRE LINE W/ STEEL SPECIFICA11ONS FOR STREETS & DRAINAGE. ADA ENT BLDG. a_ Z W/ D ISOLATION VALVE EZAL ... .. 12" SURFACE 1348.00 EXISTING SEWER MAIN 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS -RROPOSM.)'DUMOBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN R WELLVV POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. PROPOSED V CLEARANCE EXISTING WOODEN 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. PO 11/2 NOTES: FENCE TO REMAIN 6. THE PARKING LOT IS 6" DEPTH CONCRETE PAVEMENT & THE DUMPSTER AREA IS 8" DEPTH CONCRETE -PP ED!.' oy PAVEMENT TO MEET OR EXCEED MINIMUM CITY OF COLLEGE STATION REQUIREMENTS. -28 P 1. MODEL. STEEI SITES SERIES #RB .'0S_O-_ A., 904 BY VICTOR SW 4LEY NO. OR IRRIGATION DESIGN & ANALYSIS 7. LANDSCAPING AND WILL BE PROVIDED ON THE LANDSCAPE & -APPROVEI EQUIVALENT. LENGTH: F im 2.8 CON IRRIGATION PLANS, PRE 0_1 UMTS 6 -FT B. THE BACK OF CURB RADIUS IS SHOWN ON THE DIMENSIONAL CONTROL PLAN. 2. ALL SURFACES SHALL 13E . 06 1 EXISTING UNDER - ""t GROUND ELECTRICAL ELECTROSTATIC LLY POWDER- COATED A 9. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA, PREPARED BY STRONG SURVEYING. WITH POLYESTI R POWDER COATINGS. `."".'� . ... . . . 15' PUE 10. THE BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE G.A S ED UNTIL PER PLAT 3. ALL WELDS SI- kLL BE POLIS PLAT RECORDED IN VOL. 9268, PG. 48 AND AS MONUMENTED ON THE GROUND VOL 4833 THEY DISAPPS R, FORMING /PG. 196 OPP,% S S R 1 4 11. SUBJECT PROPERTY IS CURRENTLY ZONED "NG -3". CONTINUOUS SE. .. ............. 0. N . ...... . 'n 4:. BENCHED SHAI D ON A 4" 12. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STA ON UNIFIED E INSTALLE B DEVELOPMENT ORDINANCE. THICK CONCRE 'E PAD. GO . . . . . . . . . . -PF-Qw 01 13. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDMONING. ELECTRICAL METER AND .......... =-= I 10 SERVICE COMPONENTS, AND SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL MOUNTED, OR SIDEWALK BENCH DETAIL PIS ROOF MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING 7' !_. MATERIALS SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE -4 NDER '4 %r, r T PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE, Im- " APPEARANCE. ACCEPTABLE METHODS OF SCREENING el. COLORS, AND SCALE TO MAINTAIN A UNIFIED VIM= 'N V VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARRON SCREENS, AND BRICK WALLS. OHE- OHE- WE- OHE T:" - I 0 e a* OHE-�E- OHE E_ OHE 14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. SEWER MH EXISTING OVER- J PROPOSED CEDAR EXISTING EXISTING PROPOSED tFENCE (TYP) ELECTRICAL V A' SEWER ELECIIRICAL NOTES: HEAD ELECTRICAL. % '-.- . . '... . EXISTING PRIMARY V) 0 CONDUITS 30" 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. GRAVEL -DRIVEWAY.' " :'.: - . . .. . - . . , . . N I LEGEND 2 0 2" PVC I L . .. : - - . 1 0 2DEVELOPER ponvinve zn nr A Off -lin rInkin"IT rMO 01=0 DrIl t-, �UVrLUf-rK INCTAI I C r1K TY N C -INSTALLS - REMAINDER. PROPOSED' SIDEWALK• EXISTING 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. TRENCH GRATE •Od ai CONCRETE PAVEMENT 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY GRATE HALVES BOLTED TOGETHER W/ (2) X-130 CITY.) EXISTING 8" SS HEX BOLT & HEX ■ EWER MAIN �ASHERS. S PROPOSED 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. NUT; W/_. LANDSCAPED AREA 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. 60"- .4th kA lb :„ y ( 1 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. NOTE: BRICK PROPOSED 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES 4 1. 600 X 6q- 6 -o PAVERS e .\ =? I (INCLUDING STREET LIGHTING). EENAH FOUNL CAST IRON' rREE GRATE MODEL # 1. TREE PLANTER NOTES: R-8738- 1 PROPOSED2. N SIAH BE CAST IRON CONCRETE I TREES SHALL BE PLANTED IN A MINIMUM 4'-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH OF ASTM A-44 CLASS 358 WISH, I I ( I AT LEAST 4'. A MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE. SIDEWALK NOT PAI THIS WILL ONLY APPLY IN AREAS WERE THE SIDEWALK IS NOT STRUCTURAL, OTHERVq / SP CU SO IL MAY N BE REQUIRED. TREE G,"I'ATE DETAIL 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: N.T.S . C7V tu THE CITY OF COLLEGE STATION WILLANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS Cn QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL THAT DOES NOT MEET THE SPECIFICATIONS OF TABLE I BELOW. w R ALL SOILS f7YtAX1ATPn MO Pn"fdrIAMM'S OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL) SOILS h 11 11 \1 PLAN MEW SIDE VIEW FRONT VIEW NOTES: 1. MODEL SUPER CYCLOOPS #2175-8 BY COLUMBIA CASCADE OR PRE- APPROVED EQUIVALENT. � re 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER- COATED WITH POLYESTER POWDER COATINGS. BICYCLE RACK DETAIL N.T.S BRICK PAVERS 4' WIDE CURB - I -"Vr FOR EDGING 1" THICK SAND BED 4- THICK #3 REBAR CONCRETE 18" O.C.E.W BRICK DIMENSIONS: 7 1fe" x 3 36' x 2 I-L_II PATTERN: RUNNER BOND NOTE 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETESHALL HAVE A 28 -DAY STRENGTH OF 3000 PSI BRICK PAVER DETAIL N.T.S 1. SHUMARD OAK TREE, 3" MIN CALIPER. 2. TREE GRATE - SEE DETAIL. 3. BRICK PAVERS - SEE DETAIL. 4. AMEND SOIL PER NOTES. TREE PLANTER DETAIL N.T.S SH 'n ALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECinCA ONS OF W-10 W-10 TABLE 1. 401 SECO S7REET A-PARTMENTS W-10-w-10-w-10-W-10_'OLL ON W-10 W-10 C. BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION w w SPECIFICATIONS. f Tih� XA -10 _10_w_10_w_10_w_10_w_10 I GE STATION, r S . .... .... W -1c, W-10 w -10 W-1 D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETED, THE SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF 20" Au_ BELOW FINAL TOPSOIL 77 -.77. -n MON, CONTRACTOR SHAH GIVE THE CITY 48 HOUR NOTICE TO ALLOW W.C. BOYETT E. BEFORE TOPSOIL INSTALLA t INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS PENETRABILIT'Y STANDARDS. S TE P ION SUBDIVISION ESTA ARTIT PARKING ANALYSIS LEGEND PARKING: 1 -BEBROOM APARTMENTS W_ W_ W_ WATER LINE S S S SEWER LINE ========= PARKING: STRAIGHT -IN PARKING SPACES STORM LINE - GAS W GAS GAS LINE - 014E- ONE 014E- OVERHEAD ELECTRICAL - UCE- UCE- UGE- UNDERGROUND ELECTRICAL PROPOSED CEDAR FENCE Wor w • 5[DEWALK PRO 1" SIDEWALKj I\- MAIN FDC \V (41 1/2" x 2 SOLID •ENTRY PROPOSED 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2009 ARE FORMED FROM STEEL BAR, WELDED BENCH SrAVI%,r 0.0 74 BENCH th ADA RAMP SEE DETAIL STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STAN RIGATON METER V / DARD Y4"X1 X" SOLID EEL AND GROUND SEE DETAIL IR PROPOS THREE-STORY PROPOSED '4- PVC SEAT MEMBERS FIRE LINE W/ STEEL SPECIFICA11ONS FOR STREETS & DRAINAGE. ADA ENT BLDG. a_ Z W/ D ISOLATION VALVE EZAL ... .. 12" SURFACE 1348.00 EXISTING SEWER MAIN 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS -RROPOSM.)'DUMOBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN R WELLVV POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. PROPOSED V CLEARANCE EXISTING WOODEN 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. PO 11/2 NOTES: FENCE TO REMAIN 6. THE PARKING LOT IS 6" DEPTH CONCRETE PAVEMENT & THE DUMPSTER AREA IS 8" DEPTH CONCRETE -PP ED!.' oy PAVEMENT TO MEET OR EXCEED MINIMUM CITY OF COLLEGE STATION REQUIREMENTS. -28 P 1. MODEL. STEEI SITES SERIES #RB .'0S_O-_ A., 904 BY VICTOR SW 4LEY NO. OR IRRIGATION DESIGN & ANALYSIS 7. LANDSCAPING AND WILL BE PROVIDED ON THE LANDSCAPE & -APPROVEI EQUIVALENT. LENGTH: F im 2.8 CON IRRIGATION PLANS, PRE 0_1 UMTS 6 -FT B. THE BACK OF CURB RADIUS IS SHOWN ON THE DIMENSIONAL CONTROL PLAN. 2. ALL SURFACES SHALL 13E . 06 1 EXISTING UNDER - ""t GROUND ELECTRICAL ELECTROSTATIC LLY POWDER- COATED A 9. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA, PREPARED BY STRONG SURVEYING. WITH POLYESTI R POWDER COATINGS. `."".'� . ... . . . 15' PUE 10. THE BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE G.A S ED UNTIL PER PLAT 3. ALL WELDS SI- kLL BE POLIS PLAT RECORDED IN VOL. 9268, PG. 48 AND AS MONUMENTED ON THE GROUND VOL 4833 THEY DISAPPS R, FORMING /PG. 196 OPP,% S S R 1 4 11. SUBJECT PROPERTY IS CURRENTLY ZONED "NG -3". CONTINUOUS SE. .. ............. 0. N . ...... . 'n 4:. BENCHED SHAI D ON A 4" 12. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STA ON UNIFIED E INSTALLE B DEVELOPMENT ORDINANCE. THICK CONCRE 'E PAD. GO . . . . . . . . . . -PF-Qw 01 13. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDMONING. ELECTRICAL METER AND .......... =-= I 10 SERVICE COMPONENTS, AND SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL MOUNTED, OR SIDEWALK BENCH DETAIL PIS ROOF MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING 7' !_. MATERIALS SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE -4 NDER '4 %r, r T PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE, Im- " APPEARANCE. ACCEPTABLE METHODS OF SCREENING el. COLORS, AND SCALE TO MAINTAIN A UNIFIED VIM= 'N V VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARRON SCREENS, AND BRICK WALLS. OHE- OHE- WE- OHE T:" - I 0 e a* OHE-�E- OHE E_ OHE 14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. SEWER MH EXISTING OVER- J PROPOSED CEDAR EXISTING EXISTING PROPOSED tFENCE (TYP) ELECTRICAL V A' SEWER ELECIIRICAL NOTES: HEAD ELECTRICAL. % '-.- . . '... . EXISTING PRIMARY V) 0 CONDUITS 30" 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. GRAVEL -DRIVEWAY.' " :'.: - . . .. . - . . , . . N I LEGEND 2 0 2" PVC I L . .. : - - . 1 0 2DEVELOPER ponvinve zn nr A Off -lin rInkin"IT rMO 01=0 DrIl t-, �UVrLUf-rK INCTAI I C r1K TY N C -INSTALLS - REMAINDER. PROPOSED' SIDEWALK• EXISTING 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. TRENCH GRATE •Od ai CONCRETE PAVEMENT 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY GRATE HALVES BOLTED TOGETHER W/ (2) X-130 CITY.) EXISTING 8" SS HEX BOLT & HEX ■ EWER MAIN �ASHERS. S PROPOSED 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. NUT; W/_. LANDSCAPED AREA 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. 60"- .4th kA lb :„ y ( 1 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. NOTE: BRICK PROPOSED 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES 4 1. 600 X 6q- 6 -o PAVERS e .\ =? I (INCLUDING STREET LIGHTING). EENAH FOUNL CAST IRON' rREE GRATE MODEL # 1. TREE PLANTER NOTES: R-8738- 1 PROPOSED2. N SIAH BE CAST IRON CONCRETE I TREES SHALL BE PLANTED IN A MINIMUM 4'-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH OF ASTM A-44 CLASS 358 WISH, I I ( I AT LEAST 4'. A MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE. SIDEWALK NOT PAI THIS WILL ONLY APPLY IN AREAS WERE THE SIDEWALK IS NOT STRUCTURAL, OTHERVq / SP CU SO IL MAY N BE REQUIRED. TREE G,"I'ATE DETAIL 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: N.T.S . C7V tu THE CITY OF COLLEGE STATION WILLANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS Cn QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL THAT DOES NOT MEET THE SPECIFICATIONS OF TABLE I BELOW. w R ALL SOILS f7YtAX1ATPn MO Pn"fdrIAMM'S OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL) SOILS h 11 11 \1 PLAN MEW SIDE VIEW FRONT VIEW NOTES: 1. MODEL SUPER CYCLOOPS #2175-8 BY COLUMBIA CASCADE OR PRE- APPROVED EQUIVALENT. � re 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER- COATED WITH POLYESTER POWDER COATINGS. BICYCLE RACK DETAIL N.T.S BRICK PAVERS 4' WIDE CURB - I -"Vr FOR EDGING 1" THICK SAND BED 4- THICK #3 REBAR CONCRETE 18" O.C.E.W BRICK DIMENSIONS: 7 1fe" x 3 36' x 2 I-L_II PATTERN: RUNNER BOND NOTE 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETESHALL HAVE A 28 -DAY STRENGTH OF 3000 PSI BRICK PAVER DETAIL N.T.S 1. SHUMARD OAK TREE, 3" MIN CALIPER. 2. TREE GRATE - SEE DETAIL. 3. BRICK PAVERS - SEE DETAIL. 4. AMEND SOIL PER NOTES. TREE PLANTER DETAIL N.T.S SH 'n ALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECinCA ONS OF W-10 W-10 TABLE 1. 401 SECO S7REET A-PARTMENTS W-10-w-10-w-10-W-10_'OLL ON W-10 W-10 C. BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION w w SPECIFICATIONS. f Tih� XA -10 _10_w_10_w_10_w_10_w_10 I GE STATION, r S . .... .... W -1c, W-10 w -10 W-1 D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETED, THE SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF 20" Au_ BELOW FINAL TOPSOIL 77 -.77. -n MON, CONTRACTOR SHAH GIVE THE CITY 48 HOUR NOTICE TO ALLOW W.C. BOYETT E. BEFORE TOPSOIL INSTALLA t INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS PENETRABILIT'Y STANDARDS. S TE P ION SUBDIVISION ESTA ARTIT PARKING ANALYSIS REQUIRED 33 PARKING: 1 -BEBROOM APARTMENTS 1.125 SPACES PER UNIT (11.54-75) 38 SPACES REQUIRED TOTAL 2 ADA SPACE REQUIRED PROPOSED 32 PARKING: STRAIGHT -IN PARKING SPACES 2 ADA PARKING SPACES -4 APPROVED REDUCTION BY DRB 34 TOTAL SPACES PROVIDED UTILITY DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 26.7 GPM MAXIMUM (PEAK) 80 GPM 1 Yj" DOMESTIC WATER METER SANITARY SEWER DEMAND (0 90% OF -WATER DEMAND) AVERAGE 24 GPM MAXIMUM (PEAK) 72 GPM 6" SANITARY SEWER LINE F. THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE 1. IF EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS. CONTRACTOR MUST AMEND SOIL AND/OR :t -81 VOL. 9268, PG. 48 LOTS 5 IMPORT SOIL ACCORDING TO THE CITY'S RECOMMENDATIONS IN ORDER TO MEET LISTED BLC CK 20 tcJis REQUIREMENTS. 6� GAS GAS GAs GAs 0.447 ACRES G. FOR TOPSOIL INSTALLATION SPREAD 2-3" OF APPROVED TOPSOIL ON EXISTING SOIL. TILL ADDED SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6'. ADD AN ADDITIONAL 4" OF 401 SECOND STREET APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE. COLLEGE STATION, BRAZOS COUNTY, TEXAS 1ZrPTrURrP )nno THE SEAL APPEARING ON THIS HARLE ENGINEERING COMPANY DOCUMENT WAS AUTHORIZED BY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE 3002 TEXAS AVENUE SOUTH NO. 65889 ON NOVEMBER 24, 2009. COLLEGE STATION, TEXAS 77845 RELEASED FOR REVIEW 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009 k.* .............. JOSEPH P. r% SOIL QUAL17T37ANDAPDS TABLE I SOLUBLE SALTS < 2.5 SODIUM ABSORPTION RATE (SAR) < 2.0 PH B.o-7.5 SAND (Z) < 70 SILT < 70 CLAY <. 30 ORGANIC MATTER (%) 401 SECOND STREET A P A R TMENTS COLLEGE STATION, TEXAS OWNER/DEVELOPER: APPLICANT: ENGINEER: CS Second Sweet IPS Group, Harle Engineering Co. Apartments 11, LLC*: Planning Solutions 1 3002 Texas Avenue South 16800 Westgrov,6 Sire. 100 511 University Dr, Ste. 205 College Station, TX 77845 Addison, TX 759( 1 College Station, TX 77840 (979) 693-7191 (214) 389-9447 (979) 846-9259 srr�� PLAN SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:20 FILE NAME: 09-CPY-1 C3 - GAS •_ lIffuw b .y 1. t� i •i . •i I I PROPERTY ! i LINE I p. i' [•' it APPROX. LOCATION a EXISTING 8" WATER 1. EXISTING CONCRETE & GRAVEL DRIVEWAY EXISTING HYDRANT 1500 GPM MIN FIRE FLOW APPROX. LOCATION EXISTING 10" WATER -i0 •--__ W-10 w-10 --•- w-10 �J,j� SPECIFlC NOTES: , 1. THE DEVELOPER. OF: THE . PROPERTY IS CS SECOND STREET APARTMENTS II, LLC. THE SUBJECT 24" i I PROPERTY IS .'LOTS 5-8, BLOCK 20 OF THE W.C. BOYETT ESTATE PARTITION SUBDIVISION. THE PROPERTY IS ZONED NG -3, NORTHGATE RESIDENTIAL. lbip�A' �' o� y y ( 511 2. PROPOSED , BUILDING IS A -THREE-STORY TYPE VA -SPRINKLED, WITH 22,620 SF GROSS AREA, 43'-4" y4"R F y da OVERALL HEIGHT.' AND x=348.00. E "s i 15 PU : !� ' O "y (- 8832/148 -1 ,�g° 4a 0 ,�'ts ' �g�` t�', / "'• `' N,7/� I j `�`�p`y�� • =: ; : _jF,,�A�� - 3. THE DENSITY ,IS; 73.8 UNITS PER ACRES (33 UNITS AT 0.447 ACRES), V 3" Y2sR7 511 EXISTING CONCRETE N/ , }- O nQ tij &GRAVEL PARKING AREA' . • . r I 4. THIS LOT IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY, jl - EXISTING HYDRANT `bloc TEXAS AND INCORPORATED AREAS, MAP NO. 48041 CO143C, EFFECTIVE JULY 2. 1992. 12" 15FIRECFFLLOPM W'N m Aoc r0 ```' %" x ' ''.: •: '" • '' , ' . ; '� ' • •' `' ° r _ ? `� + 5. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE CHERRY STREET 3„ 411 �� „ -- _ ~ + ,o w $ , w •e.w +e;. w -s- w -s - w -e - w -a a RIGHT-OF-WAY. DETENTION IS PROPOSED ON SITE FOR THIS TRACT. � � � % _ rrs - cAs - r.As = rns = cis --• -��"7 cr+s c,�s - - Gas -- c 0• 3 t, O ExISI1NG �,r' ' 6. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS. " 3 3 2EXISTING GAS m ah APPROX. ,tf ��! GAS EXISTING SIDEWALK 26tISTING SERVICE TO BE♦ LOCATION EXISTIN WATER SERVICE yy/ BRICK PAVERS r + AS MAIN ABANDON EXISTING '� �� SERs TO BE TO BE ,� 7. THE DEVELOPED AREA FOR THIS PROJECT IS 0.447 ACRES (19,471 SF).�% PROPOSED PROPOSED 2" �� 8" WATER �.� '� ABAN ONED ABANDONED SECOND TREBT 27' PVMT. TH W/ BRICK WATER SERVICE < EXISTING ( EXISTING SIDEWALK W/ 1 \2, / SERVICE TO BE 1 SEWER MH 8, THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 3" R. 0. W VARIES' PAVERS R.O.W. @ ABANDONED. PROF SED ( ) v� WATER METER 3' w ADA P TIE-IN TO s 3 1 9. THERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. A KNOX BOX SECURITY KEY-�.•-I- 4" -�-a- 0 4 BARS 96 c� 18' EXISTING SYSTEM IS REQUIRED ON THIS BUILDING.o j�Jjl `� 5. ' URB ..�;�' i - aY " 80' �� EXIS IN 8" 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. fF; X 18 MOOT .� .,� ,, .: 2 � CURB CUT .��,' ,`' � � SEWER MAIN E� ( NSION DOWEI. S GENERAL NMS_ (TYP)-SEE DETAIL i SITE RM $i: • PROPOSED W I MH RIM 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UiILIT[ES w -g. • = .•.•. • • CONCRETE N 3 - l ELEV.-347.40 AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 CURB DE ASL • • - - - •••- w - - - - - - W• •• ACCESS DRIVE EXISTING HRS; PRIOR TO .ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO • • EXISTING FACILITIES. CALL. 1-800-DIG-TESS. N.T.S ` PROPOSED PULL BOX 00 . PRO S6 .• • / PROPOSED /•BUILDING 3 0 CURB l 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. SIDEWALK PROPOSED 1" ( SIDEWALK PUBLIC FDC CUT (TYP) N I PROPOSED BENCH ENTRANCE SEE DETAIL N ADA RAMP •'' N SEE BENCH ' `+` IRRIGATON SERVICE AfETF�2 PROPOS i� THREE-STORY SEE DETAIL PROPOSED 4" PVC --" f j 3. ALL SITE WORK IS TO' BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2009 (27) STEEL SLATS ' ENTRY [ 1 AP ENT BLDG. 24• /27 2" SOLID ADA RAMq FIRE UNE W/ -549_ __ I STANDARD SPECIFICATIONS FOR . WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD "ARE FORMED FROM STEELBAR, SOLID DE AME ISOLATION VALVE i YA. x1 k, SOLID STEEL 79 /, W/ DETECT , 348.00 N I I SPECIFICATIONS FOR STREETS & DRAINAGE. SURFACE �'�. ., EXISTING 12' SEAT MEMBERS AND ROUND SEWER MAIN 4. ALL' UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN PROPOSED DUMPSTER 1 ' I FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS STaR WELL ENCLOSURE w/ DOORS I OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. i ''. PROPOSED '• • :: "' +' '' .r► :+ ► 6' H H I N I 1 SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. ° �' 4'' : f • i } �;• �.'.- • CONCRETE WALKWAY , •6.0; . -x _'•�: `• :a'. C 'i� ' : • r :' : r . :'�, •!.' , �.�•- 4 * r I i �, 50 •. . • • S�. .:... -- -- - EXISTING b E y WOODEN eocl • + ` v + y '' J FENCE TO '� 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. o e� o. o + .`•' REMAIN CL RANCE �. ! PROPOSED �;' N W ti. PAVEMENT DEPTHS: REFER TO SHEET C4 -PAVEMENT PLAN FOR PAVEMENT DEPTHS. F0 1/2 i ".. • \ I PROPOSED PROPOSED 1 �� tt (� \ 3 O CURB i 1 AN HOR BOLTS L • •• `~ PROPOSED HANDRAIL WHEEL STOP 2d� \ C� OYp) 182.8• N i 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & NOTES: •f y` ELECTRICAL (�) \ `�*� SEE DETAIL 5F • 1 IRRIGATION PLANS. f ,• •• ETER RACKH F\ I ? I • • • • j 1. MODEL: STEELSITES ;S RIES #RB -28 +� w . HEIGHT=B r-- --1 ,� �--- ---I \Q�-^r�- r- ---1 a 1 8, THE BACK OF CURB RADIUS IS SHOWN ON THE DIMENSIONAL CONTROL PLAN. BY VICTOR STANLEY IN3. OR cn� GAS ` �_ • •"""' '_ _______-j L_____.__ -`_J -- L----- , th 'EXISTING UNDER- PRE -APPROVED EQUIV ENT. LENGTH: L �` PROPOSED BLDG I GROUND ELECTRICAL 9. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA PREPARED BY STRONG SURVEYING. 6 -FT PROPOSED I PROPOSED I`1 PROPOSED CONCRETE' PROAQ$ED /) ' BICYCLE RACK STRIPING t BLDG OVERFpWG' COLUMNS i v1+ PAVEMENT/ PARKING �, R I + (20 SPACES) �a ,et,� 4 2,}' � i 9'-1/2' MIN - � 10. THE BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE 2. ALL SURFACES SHALL E a�' 0�`AV CLEARANCE ,� I PET' PST PLAT RECORDED IN VOL: 9268, PG. 48 AND AS MONUMENTED ON THE GROUND ELECTROSTATICALLY POWDER -COATED �i4 4833/196 WITH POLYESTER POWCER C, RATE ,\ \ PROPOSED 18" TRENCH ~GRATE\ PROPOSED 6" PVC PROPOSED 6" `. ; 1 11. SUBJECT PROPERTY 1S CURRENTLY ZONED "NG -3". a PROPOSEbt UNpER- ��i+ ;q `EAST JORDAN IRON WORKS #5956 y ` TRENCH GRATE MONOLITHIC CURB • N 3. ALL WELDS SHALL BE OUSHED UNTI 26' GROUND ELECTRICAL 1��.y1� (TYP)-SEE DETAIL l I ,� DRAIN {TVP) N ! 12. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED THEY DISAPPEAR, FORMING A I DEVELOPMENT ORDINANCE. CONTINUOUS SURFACE. R70' PROPOSED „„ .;`. � 1 t +''• GRATE IN 1 PROPOSED•� ���� _'_�_ __ _ ___ ___ _ _ ____ ____ s ___ _____= I 182,8 1. 1 . SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER AND •••' __ ____ ___ ___ _ __ ____ ____ ___ ___ ____ _-__ ___.� PROPOSED sF 1T SERVICE•COMPONENTS, .AND SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL MOUNTED, OR SIDEWALK BENT H DETAIL TRANSFORMERS -- ---- --- --- - ---- ---- --- --- -- _�__ ____, GRATE INLET r I 1 a___ ___ _ .. .�..� �CG� z -w _w� www :20 ��� ---- --- ��C: :�� .. W i o e�'� ROOF. MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING T • PROP051ED i PROPOSED 4 12" HDPE • • • • 8 I ,� y'� J� MATERIALS SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE N.T.S •�•• 10 PUE UNDERGROUND DElENT10N, \ •.•. �o� o� PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE, y- ,1� a� o� oma I �' �° COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF SCREENING ,J�,� VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS. " ' v DHE-- - OHE DHE--- qHE-- OHE OHE - HE-- OHE HE- qHE HE OHE j Q .t •(;• SEWER i PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. i EXISTING OVER- PROPOSED CEDAR HEAD ELECTRICAL . PROPOSED • f , '. :, :.. .. , FENCE (1YP) _ . SEWER ELECTRICAL I ELECTRICAL_ NOTES: EXISTING : t.. I' PRIMARY W :3 MH RIM :•, GRAVEL DRIVEWAY . ` 1=•. I CONDUITS " ELEv.=34364 ' 2 ®z" IS ' LEGEND 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. 30 -• - -•• • �•-•:�•-.. • - ' � .. i 2 DEVELOPER PROVIDES 30' OF 4RI GID CONDUIT FOR RISER POLES DEVELOPER INSTALLS FIRST 10 PARKING ANALYSIS REQUIRED PARKINGB 33 1-BEBROOM APARTMENTS 1.125 SPACES PER UNIT (1.50.75) 38 SPACES REQUIRED TOTAL 2 ADA SPACE REQUIRED PROPOSED PARKING: 32 STRAIGHT -IN PARKING SPACES 2 ADA PARKING SPACES -4 APPROVED REDUCTION BY DRB 34 TOTAL SPACES PROVIDED • 1�niiiiiiiiii CITY INSTALLS -REMAINDER. 8 EXISTING 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. N a I CONCRETE 6 1 E HALVES BOLTED PAVEMENT 4 DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. {PULL BOXES PROVIDED BY th TOGETHER W/ (2) )k -13x3 So' EX BOLT & HEX N ' i PROPOSED 5.. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. NU W/ WASHERS .. i I LANDSCAPED r �to'1ylS' ` y N I i AREA 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. -60" ig N i I 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION- PURPOSES. NOTE $e'� q° �y , I 1 PROPOSED a�0 •.A o� �' `� I BRICK 8. DEVELOPER PROVIDES EASEMENTS FOR ELEC INFRASTRUC' AS INSTALLED FOR ELECTRIC LINES 1. 60" X 60" NEENAH FOUNDARY PAVERS (INCLUDING STREET LIGHTING). CAST IRON TREE G TE MODEL # a TREE PLANTER NOTES: R -8738-A1. PROPOSED .-- v 2. MATERIAL SHALL BE CAST IRON N i : . •� 1. TREES SHALL 'BE PLANTED IN A MINIMUM 4'- ' SQUARE A OF TOPSOIL EXTENDING TO A DEPTH CONCRETE ASTM A-48, CLASS 358 FINISH, SIDEWALK OF AT LEAST 4. A MINIMUM 6" GRAVEL BASE BE PROVIDED BELOW THE TOPSOIL FOR NOT PAINTED. DRAINAGE. 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: TREE GRA DETAIL W A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS N.T.S QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL '" THAT DOES NOT MEET THE SPECIFICATIONS OF TABLE 1 BELOW. 1 B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL) SOILS PLAN VIEW SIDE VIEW FRONT VIEW NOTES: 1. MODEL: SUPER CYCLOOPS #2175-8 BY COLUMBIA CASCADE OR PRE -APPROVED EQUIVALENT. 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER- COATED WITH POLYESTER POWDER COATINGS, BICYCLE RACK DETAIL N.T.S BRICK PAVERS 4" WIDE CURB FOR EDGING 1" THICK `�.; ,: •...• SAND BED 4" THICK #3 REBAR CONCRETE 18" O.C.E.W BRICK DIMENSIONS: 71Yie"xx2" PATTERN: RUNNER BOND NOTES: BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETE SHALL HAVE A 28 -DAY STRENGTH OF 3000 PSI BRICK. PAVER DETAIL N.T.S 1. SHUMARD OAK TREE, 3" MIN CALIPER. 2. TREE GRATE - SEE DETAIL. 3. BRICK PAVERS - SEE DETAIL. 4. AMEND SOIL PER NOTES. TREE PLANTER DETAIL N.T.S I SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF �j f� TRI�'T APARTMENTS TABLE 1. 401 ,j_i lJ -W-10 W-10 -W-10`" w'10 --w-10 w_10 W -70y„ ---�- - = I C . BEFORICATOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION Cn ECE STATION, TEXASw-10 W-10 --_ w-10 - W-10 _-- _ w_10 �' -•- D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVA11ON IS COMPLETED, THE SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF __ ------ 20 BELOW FINAL TOPSOIL. V. BOYETT 3 S"t° s-10 s-10 S_10 -_ '� "-----------_ E. BEFORE TOPSOIL' INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE TO ALLOW j 5-10 g-10 --_ S-10 -_ S-10 ' BOYE7T STREET N s-10 -- s_1q } INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS PENETRABILITY 27 PVMT, g IDTIH 5`t0 -- S-10 - $_1q O S_a STANDARDS. ESTATE PA I E I O N SUBDIVISION (R. 0. W VARIES) 4-S-8, ffl-11M1VA 01:4►lri/_101to, MINIMUM LEGEND AVERAGE -- W_ W_ W_ WATER LINE - 5 - s -- s - SEWER LINE = = = _ = = STORM LINE -GAS GAS -GS- GAS LINE - OHE OHE- OHE- OVERHEAD ELECTRICAL - 110E UGE- UDE- UNDERGROUND ELECTRICAL PROPOSED CEDAR FENCE �J,j� SPECIFlC NOTES: , 1. THE DEVELOPER. OF: THE . PROPERTY IS CS SECOND STREET APARTMENTS II, LLC. THE SUBJECT 24" i I PROPERTY IS .'LOTS 5-8, BLOCK 20 OF THE W.C. BOYETT ESTATE PARTITION SUBDIVISION. THE PROPERTY IS ZONED NG -3, NORTHGATE RESIDENTIAL. lbip�A' �' o� y y ( 511 2. PROPOSED , BUILDING IS A -THREE-STORY TYPE VA -SPRINKLED, WITH 22,620 SF GROSS AREA, 43'-4" y4"R F y da OVERALL HEIGHT.' AND x=348.00. E "s i 15 PU : !� ' O "y (- 8832/148 -1 ,�g° 4a 0 ,�'ts ' �g�` t�', / "'• `' N,7/� I j `�`�p`y�� • =: ; : _jF,,�A�� - 3. THE DENSITY ,IS; 73.8 UNITS PER ACRES (33 UNITS AT 0.447 ACRES), V 3" Y2sR7 511 EXISTING CONCRETE N/ , }- O nQ tij &GRAVEL PARKING AREA' . • . r I 4. THIS LOT IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY, jl - EXISTING HYDRANT `bloc TEXAS AND INCORPORATED AREAS, MAP NO. 48041 CO143C, EFFECTIVE JULY 2. 1992. 12" 15FIRECFFLLOPM W'N m Aoc r0 ```' %" x ' ''.: •: '" • '' , ' . ; '� ' • •' `' ° r _ ? `� + 5. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE CHERRY STREET 3„ 411 �� „ -- _ ~ + ,o w $ , w •e.w +e;. w -s- w -s - w -e - w -a a RIGHT-OF-WAY. DETENTION IS PROPOSED ON SITE FOR THIS TRACT. � � � % _ rrs - cAs - r.As = rns = cis --• -��"7 cr+s c,�s - - Gas -- c 0• 3 t, O ExISI1NG �,r' ' 6. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS. " 3 3 2EXISTING GAS m ah APPROX. ,tf ��! GAS EXISTING SIDEWALK 26tISTING SERVICE TO BE♦ LOCATION EXISTIN WATER SERVICE yy/ BRICK PAVERS r + AS MAIN ABANDON EXISTING '� �� SERs TO BE TO BE ,� 7. THE DEVELOPED AREA FOR THIS PROJECT IS 0.447 ACRES (19,471 SF).�% PROPOSED PROPOSED 2" �� 8" WATER �.� '� ABAN ONED ABANDONED SECOND TREBT 27' PVMT. TH W/ BRICK WATER SERVICE < EXISTING ( EXISTING SIDEWALK W/ 1 \2, / SERVICE TO BE 1 SEWER MH 8, THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 3" R. 0. W VARIES' PAVERS R.O.W. @ ABANDONED. PROF SED ( ) v� WATER METER 3' w ADA P TIE-IN TO s 3 1 9. THERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. A KNOX BOX SECURITY KEY-�.•-I- 4" -�-a- 0 4 BARS 96 c� 18' EXISTING SYSTEM IS REQUIRED ON THIS BUILDING.o j�Jjl `� 5. ' URB ..�;�' i - aY " 80' �� EXIS IN 8" 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. fF; X 18 MOOT .� .,� ,, .: 2 � CURB CUT .��,' ,`' � � SEWER MAIN E� ( NSION DOWEI. S GENERAL NMS_ (TYP)-SEE DETAIL i SITE RM $i: • PROPOSED W I MH RIM 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UiILIT[ES w -g. • = .•.•. • • CONCRETE N 3 - l ELEV.-347.40 AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 CURB DE ASL • • - - - •••- w - - - - - - W• •• ACCESS DRIVE EXISTING HRS; PRIOR TO .ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO • • EXISTING FACILITIES. CALL. 1-800-DIG-TESS. N.T.S ` PROPOSED PULL BOX 00 . PRO S6 .• • / PROPOSED /•BUILDING 3 0 CURB l 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. SIDEWALK PROPOSED 1" ( SIDEWALK PUBLIC FDC CUT (TYP) N I PROPOSED BENCH ENTRANCE SEE DETAIL N ADA RAMP •'' N SEE BENCH ' `+` IRRIGATON SERVICE AfETF�2 PROPOS i� THREE-STORY SEE DETAIL PROPOSED 4" PVC --" f j 3. ALL SITE WORK IS TO' BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2009 (27) STEEL SLATS ' ENTRY [ 1 AP ENT BLDG. 24• /27 2" SOLID ADA RAMq FIRE UNE W/ -549_ __ I STANDARD SPECIFICATIONS FOR . WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD "ARE FORMED FROM STEELBAR, SOLID DE AME ISOLATION VALVE i YA. x1 k, SOLID STEEL 79 /, W/ DETECT , 348.00 N I I SPECIFICATIONS FOR STREETS & DRAINAGE. SURFACE �'�. ., EXISTING 12' SEAT MEMBERS AND ROUND SEWER MAIN 4. ALL' UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN PROPOSED DUMPSTER 1 ' I FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS STaR WELL ENCLOSURE w/ DOORS I OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. i ''. PROPOSED '• • :: "' +' '' .r► :+ ► 6' H H I N I 1 SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. ° �' 4'' : f • i } �;• �.'.- • CONCRETE WALKWAY , •6.0; . -x _'•�: `• :a'. C 'i� ' : • r :' : r . :'�, •!.' , �.�•- 4 * r I i �, 50 •. . • • S�. .:... -- -- - EXISTING b E y WOODEN eocl • + ` v + y '' J FENCE TO '� 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. o e� o. o + .`•' REMAIN CL RANCE �. ! PROPOSED �;' N W ti. PAVEMENT DEPTHS: REFER TO SHEET C4 -PAVEMENT PLAN FOR PAVEMENT DEPTHS. F0 1/2 i ".. • \ I PROPOSED PROPOSED 1 �� tt (� \ 3 O CURB i 1 AN HOR BOLTS L • •• `~ PROPOSED HANDRAIL WHEEL STOP 2d� \ C� OYp) 182.8• N i 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & NOTES: •f y` ELECTRICAL (�) \ `�*� SEE DETAIL 5F • 1 IRRIGATION PLANS. f ,• •• ETER RACKH F\ I ? I • • • • j 1. MODEL: STEELSITES ;S RIES #RB -28 +� w . HEIGHT=B r-- --1 ,� �--- ---I \Q�-^r�- r- ---1 a 1 8, THE BACK OF CURB RADIUS IS SHOWN ON THE DIMENSIONAL CONTROL PLAN. BY VICTOR STANLEY IN3. OR cn� GAS ` �_ • •"""' '_ _______-j L_____.__ -`_J -- L----- , th 'EXISTING UNDER- PRE -APPROVED EQUIV ENT. LENGTH: L �` PROPOSED BLDG I GROUND ELECTRICAL 9. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA PREPARED BY STRONG SURVEYING. 6 -FT PROPOSED I PROPOSED I`1 PROPOSED CONCRETE' PROAQ$ED /) ' BICYCLE RACK STRIPING t BLDG OVERFpWG' COLUMNS i v1+ PAVEMENT/ PARKING �, R I + (20 SPACES) �a ,et,� 4 2,}' � i 9'-1/2' MIN - � 10. THE BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE 2. ALL SURFACES SHALL E a�' 0�`AV CLEARANCE ,� I PET' PST PLAT RECORDED IN VOL: 9268, PG. 48 AND AS MONUMENTED ON THE GROUND ELECTROSTATICALLY POWDER -COATED �i4 4833/196 WITH POLYESTER POWCER C, RATE ,\ \ PROPOSED 18" TRENCH ~GRATE\ PROPOSED 6" PVC PROPOSED 6" `. ; 1 11. SUBJECT PROPERTY 1S CURRENTLY ZONED "NG -3". a PROPOSEbt UNpER- ��i+ ;q `EAST JORDAN IRON WORKS #5956 y ` TRENCH GRATE MONOLITHIC CURB • N 3. ALL WELDS SHALL BE OUSHED UNTI 26' GROUND ELECTRICAL 1��.y1� (TYP)-SEE DETAIL l I ,� DRAIN {TVP) N ! 12. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED THEY DISAPPEAR, FORMING A I DEVELOPMENT ORDINANCE. CONTINUOUS SURFACE. R70' PROPOSED „„ .;`. � 1 t +''• GRATE IN 1 PROPOSED•� ���� _'_�_ __ _ ___ ___ _ _ ____ ____ s ___ _____= I 182,8 1. 1 . SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER AND •••' __ ____ ___ ___ _ __ ____ ____ ___ ___ ____ _-__ ___.� PROPOSED sF 1T SERVICE•COMPONENTS, .AND SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL MOUNTED, OR SIDEWALK BENT H DETAIL TRANSFORMERS -- ---- --- --- - ---- ---- --- --- -- _�__ ____, GRATE INLET r I 1 a___ ___ _ .. .�..� �CG� z -w _w� www :20 ��� ---- --- ��C: :�� .. W i o e�'� ROOF. MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING T • PROP051ED i PROPOSED 4 12" HDPE • • • • 8 I ,� y'� J� MATERIALS SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE N.T.S •�•• 10 PUE UNDERGROUND DElENT10N, \ •.•. �o� o� PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE, y- ,1� a� o� oma I �' �° COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF SCREENING ,J�,� VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS. " ' v DHE-- - OHE DHE--- qHE-- OHE OHE - HE-- OHE HE- qHE HE OHE j Q .t •(;• SEWER i PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. i EXISTING OVER- PROPOSED CEDAR HEAD ELECTRICAL . PROPOSED • f , '. :, :.. .. , FENCE (1YP) _ . SEWER ELECTRICAL I ELECTRICAL_ NOTES: EXISTING : t.. I' PRIMARY W :3 MH RIM :•, GRAVEL DRIVEWAY . ` 1=•. I CONDUITS " ELEv.=34364 ' 2 ®z" IS ' LEGEND 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. 30 -• - -•• • �•-•:�•-.. • - ' � .. i 2 DEVELOPER PROVIDES 30' OF 4RI GID CONDUIT FOR RISER POLES DEVELOPER INSTALLS FIRST 10 PARKING ANALYSIS REQUIRED PARKINGB 33 1-BEBROOM APARTMENTS 1.125 SPACES PER UNIT (1.50.75) 38 SPACES REQUIRED TOTAL 2 ADA SPACE REQUIRED PROPOSED PARKING: 32 STRAIGHT -IN PARKING SPACES 2 ADA PARKING SPACES -4 APPROVED REDUCTION BY DRB 34 TOTAL SPACES PROVIDED • 1�niiiiiiiiii CITY INSTALLS -REMAINDER. 8 EXISTING 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. N a I CONCRETE 6 1 E HALVES BOLTED PAVEMENT 4 DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. {PULL BOXES PROVIDED BY th TOGETHER W/ (2) )k -13x3 So' EX BOLT & HEX N ' i PROPOSED 5.. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. NU W/ WASHERS .. i I LANDSCAPED r �to'1ylS' ` y N I i AREA 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. -60" ig N i I 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION- PURPOSES. NOTE $e'� q° �y , I 1 PROPOSED a�0 •.A o� �' `� I BRICK 8. DEVELOPER PROVIDES EASEMENTS FOR ELEC INFRASTRUC' AS INSTALLED FOR ELECTRIC LINES 1. 60" X 60" NEENAH FOUNDARY PAVERS (INCLUDING STREET LIGHTING). CAST IRON TREE G TE MODEL # a TREE PLANTER NOTES: R -8738-A1. PROPOSED .-- v 2. MATERIAL SHALL BE CAST IRON N i : . •� 1. TREES SHALL 'BE PLANTED IN A MINIMUM 4'- ' SQUARE A OF TOPSOIL EXTENDING TO A DEPTH CONCRETE ASTM A-48, CLASS 358 FINISH, SIDEWALK OF AT LEAST 4. A MINIMUM 6" GRAVEL BASE BE PROVIDED BELOW THE TOPSOIL FOR NOT PAINTED. DRAINAGE. 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: TREE GRA DETAIL W A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS N.T.S QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL '" THAT DOES NOT MEET THE SPECIFICATIONS OF TABLE 1 BELOW. 1 B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL) SOILS PLAN VIEW SIDE VIEW FRONT VIEW NOTES: 1. MODEL: SUPER CYCLOOPS #2175-8 BY COLUMBIA CASCADE OR PRE -APPROVED EQUIVALENT. 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER- COATED WITH POLYESTER POWDER COATINGS, BICYCLE RACK DETAIL N.T.S BRICK PAVERS 4" WIDE CURB FOR EDGING 1" THICK `�.; ,: •...• SAND BED 4" THICK #3 REBAR CONCRETE 18" O.C.E.W BRICK DIMENSIONS: 71Yie"xx2" PATTERN: RUNNER BOND NOTES: BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETE SHALL HAVE A 28 -DAY STRENGTH OF 3000 PSI BRICK. PAVER DETAIL N.T.S 1. SHUMARD OAK TREE, 3" MIN CALIPER. 2. TREE GRATE - SEE DETAIL. 3. BRICK PAVERS - SEE DETAIL. 4. AMEND SOIL PER NOTES. TREE PLANTER DETAIL N.T.S I SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF �j f� TRI�'T APARTMENTS TABLE 1. 401 ,j_i lJ -W-10 W-10 -W-10`" w'10 --w-10 w_10 W -70y„ ---�- - = I C . BEFORICATOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION Cn ECE STATION, TEXASw-10 W-10 --_ w-10 - W-10 _-- _ w_10 �' -•- D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVA11ON IS COMPLETED, THE SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF __ ------ 20 BELOW FINAL TOPSOIL. V. BOYETT 3 S"t° s-10 s-10 S_10 -_ '� "-----------_ E. BEFORE TOPSOIL' INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE TO ALLOW j 5-10 g-10 --_ S-10 -_ S-10 ' BOYE7T STREET N s-10 -- s_1q } INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS PENETRABILITY 27 PVMT, g IDTIH 5`t0 -- S-10 - $_1q O S_a STANDARDS. ESTATE PA I E I O N SUBDIVISION (R. 0. W VARIES) 4-S-8, ffl-11M1VA 01:4►lri/_101to, MINIMUM 0 GPM AVERAGE 26.7 GPM MAXIMUM (PEAK) 80 GPM 1 Yen DOMESTIC WATER METER SANITA SEWER DEMAND (a 90% OF WATER DEMAND) AVERAGE 24 GPM MAXIMUM (PEAK) 72 GPM 6" SANITARY SEWER LINE ORGANIC MATTER (%} F. THE. FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE 1. IF EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND/OR BLOCK Q , LOS 5-8, VOL. 9268, PG. 48 ���..------ �____ GAS- �_ IMPORT SOIL ,.ACCORDING TO THE CITY'S RECOMMENDATIONS IN ORDER TO MEET LISTED rec`c ~ - G. FORTOPSOILSPREAD 2-3" OF APPROVED TOPSOIL ON EXISTING SOIL TILL ADDED I' 0 �47 ACRES TOPS SOIL 'WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6". ADD AN ADDITIONAL 4" OF 401 SECOND STREET APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE. COL EGE STATION, BRAZOS COUNTY, TEXAS �. L HARLE ENGINEERING COMPANY OCUM N APPEARING TORZE THIS TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE 3002 TEXAS AVENUE SOUTH NO. 65889 ON OCTOBER 27, 2009. COLLEGE STATION, TEXAS 77845 RELEASED FOR REVIEW 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG JPS JPS 09-CPY-1 SEPTEMBER 2009 of OF :RING CO. i38 SOIL QUAL17YSTAADARDS TABLE I SOLUBLE SALTS < 2.5 SODIUM ABSORPTION RATE (SAR) < 2.0 pH 6.0-7.5 SAND (%) < 70 SILT < 70 CLAY (%) < 30 ORGANIC MATTER (%} < 5 401 SECOND STREET APARTMENTS COLLEGE STATION, TEXAS SEPTEMBER 2009 OWNER/DEVELOP, 1. R: APPLICANT: ENGINEER: CS Second Street' IPS' Group, Harle Engineering Co. Apartments II, LLC Planning Solutions 3002 Texas Avenue South 16800 Westgrove, Ste., 00 511 University Dr, Ste. 205 College Station, TX 77845 Addison, TX 75001 College Station, TX 77840 (979) 693-7191 (214) 389-9447 (979) 846-9259 sIrr PLAN SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:20 FILE NAME: 09-CPY-1 C3 V Gl �'f 43 q, �� o �:•�r� r�� 2;3n �3i t.��'ut, yews (i6� Lxi �b ty, tG i , �ID�V) 1'5-'500 - 131 T-0=26 2_q • ,� k o� h�dC11n Cq 14, cot.R1 10 1- -15' PUE' �I,I t.�e 4b t`�,�,i--(Q,�njti��. 7lj �ry31 I % pil cid-1/2, AS&'�� 0 P� aad u r arbnd �' ��G nS•�r e tr'j' qo' Z t�enC� eS C1�-e(q ���� s (A �' ,4(01 � 5 a ub ate' , �51ci�wGllLrn��-e�Y"v�c(Q�. t5�ahc� 9 PARKING ANALYSIS REQUIRED PARKING: 33 1-BEBROOM APARTMENTS 1.125 SPACES PER UNIT (1.5xo.75) 38 SPACES REQUIRED TOTAL 2 ADA SPACE REQUIRED PROPOSED PARKING: 32 STRAIGHT -IN PARKING SPACES 2 ADA PARKING SPACES 4APPROVED REDUCTION BY DRB 34 /TOTAL SPACES PROVIDED Iffis Mrs I "n, 1, WATER DEMAND ........./.......��/.//I_ B• i/YI I .•/II / IIII/IiIIIIIIIII// /II.I/InII/IIIIII/JIT. MINIMUM 0 GPM AVERAGE 26.7 GPM MAXIMUM (PEAK) 80 GPM 1 Xz" DOMESTIC WATER METER SANITARY SEWER DEMAND (0 90% OF WATER DEMAND) AVERAGE 24 GPM MAXIMUM (PEAK) 72 GPM 6" SANITARY SEWER LINE J, n,• n a J C'Non 24 N " X 4 3" M M.� 0 J J 12" 3» 10- „ U'1A o l r 4' �1/�S I ins o., ��ttr�of�hg�f r�-,'„ t? (,t 1 I S p in V-? cA r l d i4 5 P -e O'r7ti2 n 4e-1 (ties) s4o eL r -1G-1 ri 5 kcrVAVA s ? s s ? oL Udhoc is w andu t n C.- 1 0 C L.e.cc.r a5on -ii, SCrev� �v�1I vh C �rrj SI`c!� r,2 m ° •r r.•$s'-`��I-3�°.s"9B].°®!f ®B®Brasv�'or...�es __w?S: _ -o-• B ww �- .. -. - .-----..-:.�0-:7"=•. w� www:: � *,: q:-,if-:� • r ' int �:'-:,iiL; {�I� I'b'SEWER MAIN- .r���f �{,,p{} ,I, ;.�.. ..?':1:::::.. p -- --- %Lh7{}f.:^tin.-•itJti}x :C`4:� _ ----- I I II �I I I � j II/lI//riI/f///iiII:; �iIINiII�.IiII./IiI/�yiIIA-lBsP,>oyJi.r;olIi✓/•.//�✓.r_.Ji/I /IIi. .-/,n.'....riI,.�w �-w _-s_-_.a..-...,w,._w�Q;_7;w,'� -c.; '.!:y.;,.t7.}.jj ww------t -w.SL `:. _ ww ww. � w . SITE SPECIFIC NOTES: : =1. :.' fr1 , Im CALIPER. OAK TREE, 3" MIN :w_� ..- ;It - DEVELOPER � •��SECOND STREET APARTMENTS 11, LLC. THE _- .:-w=wwr+--..--------w-..ww_ywrwwwrr� _______El D „OP • �' I' .Ili ........./.......��/.//I_ B• i/YI I .•/II / IIII/IiIIIIIIIII// /II.I/InII/IIIIII/JIT. ___ _ I®111 IIIII III I I I w !//I : ♦/I WATER LINE - - _ ---- r' s S_ =_=__== III.I/IIII/IIII/J /iii va/i/iBi/./,/ii//ii .P4/ = l w. w .. _-'!:: - - - r ; / ' • ; �• �� • w«u---- - ww w� w ^^��� = Tjl GAS LINE - GAS W iiiiiiiiiiriiiiaiiii �� r� -- -���_ ' - - - - - /� - .' _ ,�-�=- •r'' - OHE- �I �7 ®. ® B -1 : • OVERHEAD '0-4 r r • iii�i� iiiiiii �IIII I.BI/I/.•JI •/III ...II/I/N.�III/I�) ......../�i./.� 'iii i 1i;�a a'� 1' IIII � � /ii/ - / � - UGE UCE _ B I - I - 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION ..III I��illFc�rrtriy�B�lB��4h:-4Ba' I '•-•Br -s•• • PROPOSED FIRE LINE W/ B PROPOSED I ( _ OPOSED, ADA 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES (INCLUDING STREET LIGHTING). _ { � � ° � ° B _I. �ptili4°ilu•i�i�ell zl I�iI -• FPi 348.00 • BENCH.�Illlrlllll SEE DETAIL 12"SAVER OWNER/DEVE OPER: �rili I • r \EXISTING m 3 . . v VAIN •"a .. LEGEND - w w W_ WATER LINE - s DATE STRONG SEWER LINE s S_ =_=__== SEPTEMBER 2009 In GAS LINE - GAS W GAS- SUBDIVISION 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. TELEPHONE - OHE- OHE OHE- OVERHEAD BL K 2 OTS 5-8, VOL. 9268, PG. 48 ELECTRICAL - UGE UCE UGE- UNDERGROUND 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION ELECTRICAL I 0.447 ACRES 0. I`4 � 7 Z z to ► S PURPOSES. 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES (INCLUDING STREET LIGHTING). COLLEGE 401 SECOND STREETS STATION, BRAZOS COUNTY, TEXAS ��11 SEPTEMBER 2009 V (� OWNER/DEVE OPER: APPLICANT: ENGINEER: m 3 . . v •"a .. EXISTING 8" •,SEWER MAIN et V IPS Group, Harle Engineering Co. Apartments II, LLC. Planning Solutions 3002 Texas Avenue South W 16800 Westgrove, . 3e. 100 511 University Dr, Ste. 205 College Station, TX 77845 Addison, TX 75001 College Station, TX 77840 (979) 693-7191 (214) 389-9447 NN (979) 846-9259 "� m "',.= `P• �`�Ot' Opti �U's'h t .: �• (o '1r° c� V� •� Fk'/�` Y� W 4 '47' • . to EXI NGt a �,••.. I w l I N HYDR NT 4 APPROX. LOCATION EXISTING 10" WATER • r �r � LEGEND - w w W_ WATER LINE - s DATE STRONG SEWER LINE s S_ =_=__== SEPTEMBER 2009 STORM LINE GAS LINE - GAS W GAS- SUBDIVISION 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. TELEPHONE - OHE- OHE OHE- OVERHEAD BL K 2 OTS 5-8, VOL. 9268, PG. 48 ELECTRICAL - UGE UCE UGE- UNDERGROUND 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION ELECTRICAL TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77845 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG JPS 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. JPS 09-CPY-1 SEPTEMBER 2009 SUBDIVISION. THE0 RTY IS ZONED N -3 NORTH ATE RESIDENTIAL PR PE G G 2. TREE GRATE -SEE DETAIL. 2. PROPOSED BUILDING A IS 3 STORY TYPE VA -SPRINKLED, 13,718 SF CONDITIONED - 4„ 4 BARS SPACE, AND FF=348.00. �-- ( 3. BRICK PAVERS - SEE DETAIL. X 18' = SM, TH PANSION DO ELS 3. THE DENSITY IS 73.8 UNITS PER ACRES (33 UNITS AT 0.447 ACRES). 4. THIS LOT IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 48041 CO143C, C11RB DE" PAIL TREE P DETAIL EFFECTIVE JULY 2, 1992. -1 5 N.T.S N.T.S -b 5. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE CHERRY STREET RIGHT-OF-WAY. DETENTION IS PROPOSED ON SITE FOR THIS TRACT. 6. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED' ON THE GRADING` AND _. _ r •_ «_,y _ -- _ _ __ _ . _,_v - _= - ___-v _ - __ _ _ _ __ _ DRAINAGE DESIGN PLANS.�� 7. THE DEVELOPED AREA FOR THIS PROJECT IS 0.447 ACRES (19,471 SF). 8. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. PLA VIEWI 30" 9. THERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. \ / 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 8" GENERAL NOTES: GRATE HALVES BOLTED 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF TOGETHER W/ (2) Xi -130 S5 HE BOL & E X T HEX EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR SIDE VIEW FROM VIEW NUT W/ WASHERS. IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL I-•�60"� 1-800-DIG-TESS. NOTES: 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS : 1. MODELSUPER CYCL OPS2175-8 BY NOTE: OTHERWISE NOTED. # COLUMBIA CASCADE OT PRE -APPROVED ARY 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE EQUIVALENT. 1. 60" X 60" NEENAH FOUN STATION 2009 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF CAST IRON TREE GRATE MODEL # COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 2. ALL SURFACES SHALL BE R -8738-A1. ELECTROSTATICALLY POWDER- COATED 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) WITH POLYESTER POW ER COATINGS. I 2. MATERIAL SHALL BE CAST IRON SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON ASTM A-48, CLASS 358. FINISH, NOT PAINTED. CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT ABOVEAGENCIES AND/OR GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS-BUILTCONDITIONS. BICYCLE RACX DErl L TREE GRATE DETAIL 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE N.T.S N.T.S ELECTRICAL SITE PLAN. I; 6. PAVEMENT DEPTHS: REFER TO SHEET C4 -PAVEMENT PLAN FOR PAVEMENT DEPTHS. 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE (27) STEEL SLATS LANDSCAPE & IRRIGATION PLANS. ARE FORMED FROM 1/2" x 2" SOLID BRICK PAVERS X4"x1 JS" SOLID STEEL STEEL BAR, WELDED 1" THICK 8. THE TYPICAL BACK OF CURB RADIUS IS 3.5' UNLESS OTHERWISE NOTED ON THE SEAT MEMBERS AND GROUND SAND BED PAVEMENT PLAN. 9. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA, PREPARED BY STRONG 4" THICK SURVEYING. #3 REBAR CONCRETE 18 O.C.E.W BRICK DIMENSIONS: 10. THE BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS 7 1�hs" x 3 7/6" x 2 " SHOWN ON THE PLAT RECORDED IN VOL 9268, PG. 48 AND AS MONUMENTED ON CLI kRANCE THE GROUND FO 1/2" AN HOR BOLTS ¢i •� PATTERN: 11. SUBJECT PROPERTY IS CURRENTLY ZONED "NG -3". NOTES: RUNNER BOND 12. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE 1. MODEL: STEELSITES 1RIES #RB -28 NOTES: STATION UNIFIED DEVELOPMENT ORDINANCE. BY VICTOR STANLEY I q4 OR PRE -APPROVED EQUI A ENT. LENGTH 1. BRICK PAVERS SHALL BE HOLLAND 13. ROOF A GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED 6 -FT STONE BY PAVESTONE IN RIVER RED R VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC COLOR. RIGHT -0 AY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, 2. ALL SURFACES SHALLE MEASUR A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE ELECTROSTATICALLY PQ DER -CO TED' 2. ALL BRICK PAVING SURFACES SHALL COORD ATED WI THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED WITH POLYESTER POWD R COATINGS. FOLLOW A RUNNER BOND PATTERN AS APP CE. 3. ALL WELDS SHALL BE OLISHED UNTI SHOWN ABOVE. 14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. THEY DISAPPEAR, FORN NG A 3. CONCRETE SHALL HAVE A 28-DAY CONTINUOUS SURFACE. STRENGTH OF 3000 PSI _ A I , ELECTRICAL I SIDEWALK BEN H DETAIL BRICK PAVER DETAIL 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. - N.T.S N.T.S 2. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10' CITY INSTALLS REMAINDER. 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. W.C. BOYETT 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY.) ESTA i E PARTITION SUBDIVISION 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. BL K 2 OTS 5-8, VOL. 9268, PG. 48 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION I 0.447 ACRES 0. I`4 � 7 Z z to ► S PURPOSES. 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES (INCLUDING STREET LIGHTING). COLLEGE 401 SECOND STREETS STATION, BRAZOS COUNTY, TEXAS ��11 SEPTEMBER 2009 V (� OWNER/DEVE OPER: APPLICANT: ENGINEER: v CS Second Sfr et V IPS Group, Harle Engineering Co. Apartments II, LLC. Planning Solutions 3002 Texas Avenue South 16800 Westgrove, . 3e. 100 511 University Dr, Ste. 205 College Station, TX 77845 Addison, TX 75001 College Station, TX 77840 (979) 693-7191 (214) 389-9447 (979) 846-9259 401 SECOND STREET APARTMENTS COLLEGE STATION, TEXAS SITE PLAN SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:20 FILE NAME: 09-CPY-1 C3� b4- 1ew SYMBOL SIZE NAME &TYPE QUANTITY i i °4" CAL SHU ARD OAK TREE 0 (Que'cus shu mardii) V/"* CANOPY 00 2" CAL T (Cer S RED BUD ,- is canadensis) CANOPY + 5 GAL rABELIA 1% (Abels grandiflora) SHRUB 21 O 5 GAL TEXAS SAGE V/ (Leucophyl lumfrutescens) SHRUB 5 GAL W R AX MYRTLE (M irda pusilla) 4 HRUB i 5 GAL ''TE KAS LANTANA La tana urticoides) 35 HRUB 1 GAL CON (FIEDERATE JASMINE (Trachelospermum jasminoides) 3 tv VINE 1 GAL LIRIOPE (BIG BLUE) (Liriope muscari)� GROUNDCOVER 281 �o to �- --7TI ...... COMMON BUF MUDA TURF HYDROSEED NOTE: AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE I NSTALLE D BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF 01, CUPANIC IS ISSUED. HARLE ENGINEERING COMPANY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77845 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG JPS JPS 09—CPY-01 SEPTEMBER 2009 401 SECOND STREET APARTMENTS COLLEGE STATION, TEXAS LANDSCAPING PLAN SCALE VERTICAL N/A HORIZONTAL 1 "=10' PLOTTING SCALE: 1:10 FILE NAME: L1 mmmmolo jq NIl3BL3X XOL 1]YLXOJ 'LH6'68C1 LL 3NOXG '1005[ %l 'NOSIOOtl '001 '3S'Otl 3fi0tl'uL53M 00911'.l 'II SW3191 '133 ONOMt 5] Y3NM0103MNa Oc SV%31 'A NnOD SOZVNS 'NOI1V153031100 133U1 ON00351O S3N0V LVV0 '89Z6 'lOA '8-55101 'OZ)DO18 84'0d NOISIA[GonS NO111111V d 31V153113AOS'D'(A 2$$v4$ " S1N3WBdVd`d 112US dNOD3S 1O17 _ ' � �" 4 ■ gy m a C F L (RR® pPq b�AW A�g7 9e� t � gy �3a € € € H 6� I ■ ©m1111 Dl�l�lpflll �flfl��f E