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TG286.91 � � �� ..� � FL12 (SE)283.33 ET �® �A800 SF FL12" (SE)284.25 " ee RED STEEL FL12"(NE)284.25 38LF- 12 PRIVATE PVC STM 0.4496 ® �, .SPRI�IICLE FL12"(SW)284.25 FL12" S 284.55 FRAME BUILDING" �-- i FFA O FL12 SW 284.30 98LFN12" PRIVATE "PVC STM 0 0.44% 1 BUILDING HEIGHT - 2725FT FDC CONNECTION J .., PROP. ELEC. METER 20LF,-12* PRIVATE PVC STM 0 0.44% PROP, SIM INe PROP. GAS METER 97LFN12" PRIVATE PVC STM 0 0.44% C4. TG291.03 2� FL12"(NE)284.67 4• TG291.63 V ® 4 PROP. CLEANOUT FL12"(SW)284.19 C4. FL4"(SE)289.31 FL12"(E)284.19 STATE OF TEXA,. e �. CONSERVATION ATION E<gSEMEL NT � ee� , � 38,064 ACRES VOL.. 3925, FSG, 104 7, ZONE A-0 ' AGRICULTURAL -OPEN »" 56LFN12' PRIVATE PVC STM 0 0.4496 i 2 PRO 3" PVC DOMESTIC W.L. _ u ` TG291.34ee PROP. 6" PVC FlREUNE FL12 (SE)284.44 -- FL12"(NE)284.44 2 .. STATION TE`J ." PROP ,TY OFCOLLEGE 2417­127PRIVAlf PVC STM 0 0.44% 10' � fIDE: PUBLI0 UTILITY AN j �� PRN 00`WATl7. nDAlIlAO AqPM T CLEC 1.11 WALTER P MOO E IP 8" C AE EXIST. 36" PUBLIC STi WALTER P. MOORE AND ASSOCIATES, INC. t i yY w-- W 1301 N1TE 1100 IBM,IB'W TER HOUS ONTEXAS 77010 �I _ V!� PHONE: 713.630.7300 PAX: 713.630.739 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEGAS CL { P 80 PIii PVC PROJECT NAME W.L. C S 200 �""..m..a.,�.,..�.a..n......�.W..>...x^..., 71 DR14 WITHIN IST �C4. - u:s SCOTT WHIT ^ 1 PROPOS �, M w CLASS 20 DR14 "� � MEDICAL CLINI, +� Lo PVC WATE UNE ------- x I 6" GATE V��� ... ARRINGTON RD. _ 1 8" GATE V r COLLEGE . ». 1/2 IRON ;,CSU ^ ,f X EE f .AP, �11I � Sk � �.����..��" �^me.^ STATION, TEXAS .CAT -.0 .8.6"" !E ^ .„� M^ ZONING C 10V V FIRE HYDRANT ----µ»�^- 2.14 ACRE TRACT TE VALVE OW oFF LOT 2, BLOCK 4, VALVE .. WERP® INT ...� .�.� ..m... .-.„ ..STM..._ R^,.....� .. ."»e..tr�.....�.ww..w~,.�.--....w..WY,.....�. T® w FUTURE NECTI M SUBDIVISION PHA E I 11�13LFN24 CP 6 ' :. STM 0 0� Bs ROBERT ::.. C PROP SIM ILEL(. 5 STEVENSON SURVEY, I TG292.51 • FL12 SW 2 4. A 54 £ 2 IN ASSOCIATION WITH lm -11" I W_ -'i. @ SCALE: 1 "=20' NOTES: 111P FOR ON :,SUEVE UTILITY CONTINUATION. OSE IRRI COLLEGE STATIM MARKETPLACE, LLP 520 POST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188 FAX: 713-623-0178 UPI �' Waiter P. Moore and Associates, Inc. € TBPE Firm Registration No. 1856 41 �f 4V /............................. sOFL6" (W)278. S R. PINNAPUREDDY =ii ............./ •89577 I� 1s•.cEN �•Gt�'.. STACK CONN T10N 114 y' FL6" NWO 278 9l �l NO. DATE REVISION , Z '•`'`a �5 5� L\ HOP STM I 1292.05 4•' FL12"(NE)28 31 34 ,✓' VOL., 924.3, PG.134 C'�i CON IT "TG291.72Osloi t3 \ 'WN12" PRIVATE PVC STM 0 0.4436 `£ 2 " " ^\Q!.y TG292.80 64LFN " PRIVATE PVC w » 4R gxi FL12"(NW)285.36 SAN. S gk..�-IL.550%- FL12 (SE)285.36 FL12"(NE)285.36 1/2" 3rRON RUQ Y t SET 4. TG291.55 c+^ s 31 LFN12' PRNAPVC STM 0 0.4596 FL12-(NE)284.59 2 FL12 (NW)284.59 s "�` 4. TG292.60 FL12"(SW)284.59 FL12 (NW)285.22 a FL12 (S)285.22 93LF-12" PRIVATE PVC FL12"(NE)285.22 STM SWR ®0.44 E 6" CLASS 206'D 14 PVC FIRE LIN N 1 6" DDU CHECK VALVE 50LF,-12" PRIVATE PVC STM 0 0.44% y 3" CLASS D DRi 4 CD N ro PVC DOMESTIq WATER UNE CL `�. d th a FL1 2 -(N)284.f 1 ��. Ii A M". RIM5 " 77-51 . ; L 1/2" IP"I�, 7�^ SET PRIMARY BENCH 1, 3i& FLOODPLAIN RM . 0104 0 BSS DISK" STAMPED 010400 AT THE INTE SECTION OF GLENWEST STRE SOUTH F/ENTRANCE INTO THE LODGE AT BROOK ATION: 6.48 (NAVD88)(2001 USTMEPROJECT ) 13FNCH A' - "HY" IN HYDRAN ON E TOP, OAgGE OF THE FIRE HYDRANT, 76' DIS11 PF[TH HWEST CORNER OF EL DORADO MAR(; T -LACE, ES RVE "B", ON THE NORTH--SIDE-I)F - DOF2 D BOOJLEVARD. ELEV A TION: 33.18 i DESIGNED BY AP REVIEWED BY KS DRAWN BY BP PROJECT NUMBER 23-0504:10-04 DATE 08-26-2009 SHEET TITLE CIVIL SITE UTILITY PLAN SHEET NUMBER C3. Copyright Q 2009 WALTER P. MOORE AND ASSOCIA S, INC. € EX R.O.W. 1 , EXIST SAN. MIS i ----EX I.O.W. •::: ;I _`` RIM202.30 / 5 I"L(S)278.8' ; XIST' 30 P BLIO STM. EXIST. STM. MM :.,,. m _ 6".. P BIJC PVC W. I" LS SWTS2.47 s •: • . IST. SLEEVE 1 -% 0 UT IN TEE M MIS , f W/ 8" ISO VALVE )82. " :- I ' VALVE PROP. 8" PUBLIC T ALVE PVC W.L. WITHIN EXIST SLEEVE \-8- GAITE' VA LVE I 12 8"x6" TEE 16" FIRE 4Ylt W1I W/ SATE VAEVE IBL WOFF V) I10' PIS 10 STEEL LUG A CLAMP 8 I.L. U 1 ITy ESMT, i ENCASEMENT Z I VOL. 002 P . F- rri Z I a: { 3 1 Q I r I 10+00 11+00 I i 11+00 J r► .I. 0 wr , rLn !i wr FIRE UW _ O USE 5fRIU RAL BALI FlLL DUE TO VEHICULAR LOADING. .� .. • rWITHIN O3 PER TSR iREgUI EXIST SLEEVE A JOINT OF PIPE MUST BE CE ED: ........OVER 11 T}IE SANITARY SEWER CROSSING. ■Ii � ENCASEMENT N� ,=�1 r.lr IF'A 'DTII, �� • _ 1 31�f �, IY'Ili t R.O.W. IC i4; �' = .. �►I "r' 1 R'�1 IIIA IIIIII�II III I VIII 11 r • 0x6* TEE .. , 60 FIRE HYDRANT 3" COMBINATION METER ►' t s �I ��W/ GATE VALVE BLOWOFF VALVE- �� .r. it• f1• s =-mk1%q slitIIIIR fid mm - 01 go • . • . • • S w Ilww. -NF'm Amm m 0 a, Li 0 0 f1� .. Mm E�Lim M Mown Emmil OEM M � ��Iim MOEN M fAl i 11+00 10+00 1 10+90 J r► .I. 0 wr , rLn !i wr FIRE UW _ O USE 5fRIU RAL BALI FlLL DUE TO VEHICULAR LOADING. .� .. • rWITHIN O3 PER TSR iREgUI EXIST SLEEVE A JOINT OF PIPE MUST BE CE ED: ........OVER 11 T}IE SANITARY SEWER CROSSING. ■Ii � ENCASEMENT N� ,=�1 r.lr IF'A 'DTII, �� • _ 1 31�f �, IY'Ili t R.O.W. IC i4; �' = .. �►I "r' 1 R'�1 IIIA IIIIII�II III I VIII 11 r • 0x6* TEE .. , 60 FIRE HYDRANT 3" COMBINATION METER ►' t s �I ��W/ GATE VALVE BLOWOFF VALVE- .r. 1 10+00 1 10+90 10+00 10+90 wu ARANGTON ROAD 0��` .. 71 � C. 1 .. 8"x6" TEE 6" FIRE HYDRANT W/ GATE VALVE 7LU w U- 10+00 10+40 o J O 'N MUST FACE TOWARDS FIRE UW O USE 5fRIU RAL BALI FlLL DUE TO VEHICULAR LOADING. O3 PER TSR iREgUI EME,4fS, A JOINT OF PIPE MUST BE CE ED: ........OVER 11 T}IE SANITARY SEWER CROSSING. ■Ii � N� ,=�1 M = 1 iiI ■I�il■I w -NF'm Amm m 0 a, Li 0 0 f1� .. Mm Mown MOEN M 10+00 10+90 wu ARANGTON ROAD 0��` .. 71 � C. 1 .. 8"x6" TEE 6" FIRE HYDRANT W/ GATE VALVE 7LU w U- 10+00 10+40 o t 10+00 10+40 : 1 "=20' NOTES: J O 'N MUST FACE TOWARDS FIRE UW O USE 5fRIU RAL BALI FlLL DUE TO VEHICULAR LOADING. O3 PER TSR iREgUI EME,4fS, A JOINT OF PIPE MUST BE CE ED: ........OVER 11 T}IE SANITARY SEWER CROSSING. N� ,=�1 M = iiI ■I�il■I w MOEN M t 10+00 10+40 : 1 "=20' NOTES: J O 'N MUST FACE TOWARDS FIRE UW O USE 5fRIU RAL BALI FlLL DUE TO VEHICULAR LOADING. O3 PER TSR iREgUI EME,4fS, A JOINT OF PIPE MUST BE CE ED: ........OVER 11 T}IE SANITARY SEWER CROSSING. WALTER P MOOF E WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713,630.739 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS V t3AS PROJECT NAME SCOTT & WHIT E®I M CAL CLINI ARRINGTON RDs COLLEGE STATION, TEXAS ZONING C10V 2.14 ACRE TRACT, LOT 2, BLOCK 4, TOWERPOINT SUBDIVISION, PHASE 1 B, ROBERT STEVENSON SURVE , A-54 IN ASSOCIATION WITH COLLEGE STATIO MARKETPLACE, LLP 520 POST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188 FAX: 713-623-0178 Waiter P. Moore and Associates, Inc. TBPE Finn Registration No. 1856 � .......................• S.R.PINNAPUREDDY ............................. � -0 '- 89577 N ewe NO. DATE REVISION DESIGNED BY P REVIEWED BY KIS DRAWN BY E PROJECT NUMBER 23-05040-1 DATE 08-26-201 SHEET TITLE WATER LINE PLAN AND PROFILE SHEET NUMBER _-^Jl CVe1 Copyright © 2009 WALTER P. MOORE AND •. >t�. u u 1 ►:�MRSIM Maximum Allowable Slopes (H:V) (NOTE 1) Soil or rock For Excavations Less Than 20 Feet Deep (NOTE 3) type Type C 1 1/2 : 1 (34) 1. Numbers shown in parentheses next to maximum allowable slopes are angles expressed in degrees from the horizontal. Angles have been rounded off. 2 A short-term maximum allowable slope of 1/2 H:1 V is allowed in excavations that are 12 feet (3.67m) or less in depth. Short-term maximum allowable slopes for excavations greater than 12 feet (3.67m) in depth shall be 3/4 H:1 V (53). 3. Sloping or Benching for excavations greater than 20 feet deep shall be designed by a Registered Professional Engineer. TRENCH SHORING - MiNIMUM TIMBER REQUIREMENTS SOIL TYPE C Pa - 80 x Ham+ 72 PSF (2 FT. SURCHARGE) SEE Al I TIUAFR S17ES ARE ACTUAL NOT NOMINAL DEPTH OF TRENCH (FEET) XFMR SIZE AND SPACING OF MEMBERS A ** CROSS BRACES WALLS UPRIGHTS HORIZ. WIDTH OF TRENCH FT SPACING Up UP UP UP UP VS SIZE VS (FEET) TO 4 TO 6 TO 9 TO12 T015 (FT) (IN,) (FT) MAX. ALLOWABLE HORIZ. SPACING (FT) CL 5 TO 10 UP TO 6 6X6 6X6 6X6 6X6 8X8 5 IBX8 5 3X6 UP TO 8 6X6 6X6 6X6 8X8 8X8 5 IIOXIO 5 3X6 UP TO 10 6X6 I 6X6 I8X8 8X8 l8X8 5 11OX12 5 3X6 SEE GN 1 OVER 10 UP TO 15 10 TO 15 UP TO 6 6X8 6X8 6X8 8X8 8X8 5 1OX10 5 06 1 UP TO 8 8X8 8X8 8X8 8X8 8X8 5 12X12 5 06 SEE GN 1 SEE GN 1 SEE GN 1 OVER 15 UP 1'0-20 15 TO 20 - .- 6 8X8 8X8 8X8 8X10 8X10 5 10X12 5 4X6 SEE GN 1 SEE GN 1 SEE GN 1 SEE GN 1 SEE GN 1 OVER 20 OVER 20 SEE GN 1 VER <2C® (COVER <2) OR ASTM C-789 (COVER > 2) EXCEPT AS NOTED ON THE w� TESTED, THE PRESSURE APPLIED SHALL_ BE 150 POUNDS PER SQUARE INCH. BEST AVAILABLE INFORMATION. CONTRACTOR.TO FIELD VERIFY LOCATION OF SEWER UNE AND NEW WATER LINE (9) PLANS. - ALLOWABLE SLOPING AND BENCHING CONFIGURATION SiMPLE SLOPE 2 FT MIN. j MAXIMUM ALLOWABLE SLOPE FROM TABLE B-1 E X1/2 E b TRENCH SHORING - MINIMUM TIMBER REQUIREMENTS FOR SOIL TYPE C Pa - 80 x H + 72 PSF (2 FT. SURCHARGE) (SEE NOTES) Al I *nURFR Sl7F9 ARE ACTUAL NOT NOMINAL DEPTH OF TRENCH (FEET) XFMR SIZE AND SPACING OF MEMBERS A ** CROSS BRACES WAILS UPRIGHTS HORIZ. WIDTH OF TRENCH_(M SPACING UP UP UP UP UP W SIZE VS (FEET) TO 4 TO 6 ITO 9 M12 T015 (FT) (IN.) (FT) MAX. ALLOWABLE HORIZ. SPACING (FT) CL OVER 5 UP TO 10 UP TO 6 6X8 6X8 6X8 8X8 8X8 5 8X10 5 2X6 UP TO 8 8X8 I 8X8 8X8 8X8 8X10 5 14X12 5 2X6 UP TO 10 8X14 JBX10 BX10 BX10 1OX10 5 12X12 5 2X6 SEE GN 1 INCHES OVER 10 UP TO 15 UP TO 6 8X8 8X8 8X8 8X8 8X10 5 10X12 5 2X6 UP TO B 8XID BX10 8X10 8X10 10X10 5 12X12 5 2X6 SEE GN 1 THAN NINE (9)- FEET OF VERTICAL CLEARANCE, THE SEWER LINE SHALL BE () DUCTILE IRON PIPE FOR A DISTANCE OF NINE SEE GN 1 4° PVC EXTENSION PVC CAP OVER 15 UP 1'0-20 UP T 0 6 BX10 BX10 8 X10 8X10 10X14 5 12x12 5 3x6 SEE GN 1 54 SEE GN 1 10 SEE GN 1 15 OVER 20 SEE GN 1 250 VER <2C® (COVER <2) OR ASTM C-789 (COVER > 2) EXCEPT AS NOTED ON THE w� TESTED, THE PRESSURE APPLIED SHALL_ BE 150 POUNDS PER SQUARE INCH. BEST AVAILABLE INFORMATION. CONTRACTOR.TO FIELD VERIFY LOCATION OF SEWER UNE AND NEW WATER LINE (9) GENERAL NOTES 1. MEMBER SIZES AT SPACINGS OTHER THAN INDICATED ARE TO BE DETERMINED AS SPECIFIED IN OSHA STANDARD 29 CFR 1926.652, 'REQUIREMENTS FOR PROTECTIVE SYSTEMS'. (LATEST AMENDMENT). 2. WHEN CONDITIONS ARE SATURATED OR SUBMERGED USE TIGHT SHEETING. TIGHT SHEETING REFERS TO THE USE OF SPECIALLY -EDGED TiMBER PLANKS AT LEAST THREE INCHES THICK, STEEL SHEET PILING OR SIMILAR CONSTRUCTION THAT WHEN DRIVEN OR PLACED IN POSITION PROVIDE. A TIGHT WALL TO RESIST THE LATERAL PRESSURE OF WATER. CLOSE SHEETING REFERS TO THE PLACEMENT OF PLANKS SIDE-BY-SIDE ALLOWING AS LiTTLE SPACE AS POSSIBLE BETWEEN THEM. 3. ALL SPACING INDICATED IS MEASURED CENTER TO CENTER. 4. WALES TO BE INSTALLED WITH GREATER DIMENSION HORIZONTAL 5. IF THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSSBRACE TO THE BOTTOM OF THE TRENCH EXCEEDS TWO AND ONE-HALF FEET, UPRIGHTS SHALL BE FIRMLY EMBEDDED OR A MUDSILL SHALL BE USED. WHERE UPRIGHTS ARE EMBEDDED, THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSSBRACE TO THE BOTTOM OF THE TRENCH SHALL NOT EXCEED 36 INCHES. WHEN MUDSILLS ARE USED, THE VERTICAL DISTANCE SHALL NOT EXCEED 42 INCHES. (NOTE: MUDSILLS ARE WALES THAT ARE INSTALLED AT THE TOE OF THE TRENCH SIDE) 6. TRENCH JACKS MAY BE USED IN LIEU OF OR IN COMBINATION WITH TIMBER CROSSBRACES. 7, PLACEMENT OF`CROSSBRACES, WHEN THE VERTICAL SPACING OF CROSSBRACES IS FOUR FEET, PLACE THE TOP CROSSBRACE NO MORE THAN TWO FEET BELOW THE TDP OF THE TRENCH. WHEN THE VERTICAL SPACING OF CROSSBRACES IS FiVE FEET, PLACE THE TOP CROSSBRACE NO MORE THAN 2.5 FEET BELOW THE TOP OF THE TRENCH. B. VS DENOTES VERTICAL SPACING (FEET); CL DENOTES CLOSE; NR DENOTES NOT REQUIRED; GN DENOTES GENERAL NOTES. 9. FOR THIS PROJECT, THE SOIL TYPE SHALL BE TYPE C. • C ►.L.,170 ii I I 29 f'"- Omnrr mw -- ` 29 Commplaw C>DiDUIT `� T 53' 111" N MM- ALL DIYEN510NS ARE IM IKM gOOOOOO'0 1/2' REBAR 18' CENTER TO CENTER BOTH WAYS CLASS 'A' CONCRETE AS PER CITY OF COLLEGE STATION SPECIFICATIONS. FINISHED GRADE GROUT 0 PIPE WALL M EMBED RCP PIPE INTO CONC SLAB BELL I AND12 0 SPI 011 PIPE CONCRETE SLAB-` L ANDD SC APEIM NOT TO SCALE j 2-1/2 X2-1/2 STIL TUBE SiiFFNER 14'-0' 1/2' ,$PACE in SIL MMF;r IA s 3 tr Lm eau 1 1/2' WE P=. THENc�w A W12 FORRWE R C OO NC R, ,97E P&D AM NOT TO SCALE ulE I1l-I1�G;1 U 1OUV� '� I NOT TO SCALE - own F ALL I= � colw+an( ai�sral am I i n ALL I�IOl10 t nNAI SZ i V IG CITY OF COLLEGE STATION (1) THE UNE SHALL BE FLUSHED OUT, COMPLETELY REPLACING ITS ENTIRE 2. CONTRACTOR SHALL CONTACT CITY OF COLLEGE STATION ENGINEERING PERSONNEL 0 ME GENERAL NOTES: VOLUME WiTH WATER FROM THE OWNER'S MAIN. (979) 764-3570 AT LEAST 48 WORKING HOURS PRIOR TO COMMENCING TRAFFIC CONSTRUCTION NOTES GATE SEC -110N CONSTRUCTION. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED (2 CHLORINE WILL BE INJECTED INTO THE SECTION OF UNE BEING STERILIZED 2. ALL STORM SEWERS TO RECEIVE BEDDING AND BACKFILL IN ACCORDANCE 1, NO LANES SHALL BE BLOCKED DURING THE HOURS OF: 7:00 AM TO 9:00 BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED SO THAT ITS ENTIRE CAPACITY WILL BE FILLED WITH WATER CONTAINING CHLORINE 3. ALL DUCTILE IRON PIPE WATER MAINS USED IN THIS PROJECT RANGING WITH THE DETAILS CONTAINED IN THE PLANS. STORM SEWERS WITHIN PUBUC AM AND 4:00 PM TO 6:00 PM MONDAY THRU FRIDAY. AND WATERED UNTIL GROWTH IS ESTABUSHED. IN DEVELOPED AREAS WHERE IN THE AMOUNT OF 50 P.P.M. OR IN SUCH OTHER QUANTITY AS DETERMINED IN SIZE FROM 3 INCHES THRU 12 INCHES, SHALL BE AWWA C-151. CLASS STREET RIGHTS-OF-WAY OR EASEMENTS TO RECEIVE BEDDING AND BACKFILL �r GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED: BY THE ENGINEER. THE STERILIZING AGENT SHALL BE INTRODUCED AT ONE END 52, LATEST REVISION. IN ACCORDANCE WITH CiTY OF COLLEGE STATION PUBLIC. WORKS DEPARTMENT 2. CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN EACH OF THE SECTION AND THE WATER RELEASED -FROM THE OPPOSITE END UNTIL SPECIFICATIONS FOR SEWER CONSTRUCTION. LATEST PRINTING AND DIRECTION DURING WORKING HOURS. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE THE STERILIZING AGENT IS PRESENT AT THE DISCHARGE END IN SUCH QUANTITY 4. CENTERLINE OF FIRE HYDRANTS TO BE LOCATED 3'-0' FROM BACK OF ENTIRE 11ME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY AS TO INDICATE RESIDUAL CHLORINE LEVELS OF 50 P.P.M. OR AS OTHERWISE CURB UNLESS OTHERWISE NOTED, WITH CENTERLINE OF STREAMER NOZZLE AMENDMENTS THERETO. I IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABUSHED AFTER DETERMINED BY THE ENGINEER. ALL VALVES SHAD_ THEN BE CLOSED AND THE 3. CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH STEEL PLATES 22 TO 26 INCHES ABOVE FINISHED GRADE. PUMPER NOZZLE TO FACE 3. ALL STORM SEWER MANHOLES. GRATE INLETS AND JUNCTION BOXES TO BE ANCHORED PROPERLY DURING NON -WORKING HOURS. CONSTRUCTION IS COMPLETE. STERILIZING SOLUTION PERMITTED TO REMAIN' IN THE PIPE LINE SECTION FOR CD NOT LESS THAN 24 HOURS. STREET. FIRE HYDRANT DEPTH OF BURY TO BURY LINE SHOWN ON FIRE CONSTRUCTED AS SHOWN IN THE DE?AILS CONTAINED IN THE PLANS, I HYDRANT SHALL BE PLUMB. 4. OFF-DUTY UNIFORMED POLICE OFFICER (S) ARE REQUIRED TO DIRECT 3 AT THE END OF THE STERILIZING PERIOD THE STERILIZATION SOLUTION SHALL 4. STORM SEWER CONSTRUCTION INCLUDING INLETS AND MANHOLES. OUTSIDE TRAFFIC WHEN TRAFFIC LANES ARE BLOCKED, UTILITY TRENCH BACKFILL (WATER, SEINER. STORM SEWER): DISCHARGED FROM THE PIPE AND REPLACED WITH WATER DIRECTLY FROM A 5. CONTRACTOR TO ALLOW MINIMUM OF 6' VERTICAL CLEARANCE BETWEEN ' MAIN OF THE OWNER. PROPOSED WATER LINE AND OTHER EXISTING OR PROPOSED UTILITIES UNLESS WITH PUBLIC STREET RIGHTS-OF-WAY. S EASEMENTS TO BE IN ACCORDANCE UNDER EXISTING STREETS AND STRUCTURES (INCLUDING SIDEWALKS), BACKFILL OTHERWISE SHOWN ON THE PLANS. WITH THE CITY OF COLLEGE STATION SPECIFICATIONS AND DETAILS. STORM SEWER WALL SECTION WALL ELEVATION _•.,; SHALL BE CEMENT STABILIZED SAND (MINIMUM 1-1/2 SACK) AND SHALL BE (4) A SAMPLE OF WATER FROM THE STERILIZED MAIN SHALL BE TAKEN (NOT CONSTRUCTION WITHIN PUBLIC STREET RIGHTS-OF-WAY SWAY IC EASEMENTS ET LS EROSION CONTROL NOTES PLACED AND COMPACTED IN LIFTS NOT GREATER THAN 6" TO THE SATISFACTION THROUGH A FIRE HYDRANT) FROM A SUITABLE TAP UNDER THE SUPERVISION OF 6. ALL WATER UNES TO HAVE A MINIMUM COVER OF 4' BELOW FINISHED S ACCORDANCE WITH CITY IN COLLEGE STATION SPECIFICATIONS AND DETAILS. STORM OF THE ENGINEERING INSPECTOR. FIELD MIXING WILL NOT BE ACCEPTABLE. THE ENGINEER OR HIS INSPECTOR AND SUBMITTED TO AN APPROVED TESTING GRADE. VARY FLOWUNE UNIFORMLY FROM DEPTH AND LOCATION SHOWN ON SEWER CONSTRUCTION WITHIN PUBLIC STREET RIGHTS-OF-WAY OR EASEMENTS 1, THIS PROJECT IS SUBJECT TO ENVIRONMENTAL PROTECTION AGENCY UNDER FUTURE STREETS AND STRUCTURES (INCLUDING SIDEWALKS), BACKFILL SHALL LABORATORY OF THE STATE HEALTH DEPARTMENT FOR ANALYSIS, IF THE SAMPLE TO BE iN ACCORDANCE WITH CITY OF COLLEGE STATION PUBLIC WORKS DEPARTMENT EPA NATIONAL POLLUTION DICHARGE EUMINATIONAL SYSTEM (NPDES) w BE FINELY DIVIDED EXCAVATED MATERIAL AND SHALL BE COMPACTED IN SHOWS UNSATISFACTORY QUALITY OF WATER, THE PROCESS OF STERILIZATION PLANS TO ACHIEVE REQUIRED COVER AND CLEARANCE. SPECIFICATIONS FORM. LATEST PRINTING AND AMENDMENTS THERETO, (EPA) MAXIMUM 6" LIFTS TO A DENSITY OF NOT LESS THAN 98% STANDARD (ASTM SHALL BE REPEATED UNTIL A SATISFACTORY WATER SAMPLE IS OBTAINED. CONSTRUCTION STORM WATER DISCHARGE REGULATIONS AND D 698) ATA MOISTURE CONTENT BETWEEN SS AND 98% T OPTIMUM. 7. ALL WATER UNE FITTINGS TO BE CAST IRON/DUCTILE IRON AND WRAPPED 5, ALL STORM SEWER TRENCHES UNDER PROPOSED AND FUTURE PAVEMENT REQUIREMENTS. THE CONTRACTOR WILL BE REQUIRED TO EXECUTE A MOISTURE/DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 200 IF FOR STERILIZATION OF THE LINE OF ANY SECTION THEREOF SHALL NOT BE WITH 8 MIL POLYETHYLENE AND TAPED AT EDGES. OR WITHIN ONE (1) FOOT BACK OF ALL CURBS TO BE BACKFILLED WITH NOTICE OF INTENT AND IMPLEMENT THE POLLUTION PREVENTION PLAN EVERY 2 FT OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. COMMENCED UNTIL THE ENGINEERING INSPECTOR'S APPROVAL OF THE METHOD, CEMENT -STABILIZED SAND (CLEAN BANK SAND AND 1 1/2 SK/C.Y. MIN. INCLUDED IN THE CONTRACT DOCUMENTS AND COMPLY IN ALL fRONT_ELFVATION TESTS SHOULD BE PERFORMED IN THE INSPECTORS PRESENCE UNLESS DIRECTED APPARATUS, STERILIZING AGENT, AND THE SECTION OF THE LINE. HAS BEEN 8. CONTRACTOR TO PROVIDE ADEQUATE CONCRETE THRUST BLOCKING TO REPORTING AND INSPECTION REQUIREMENTS SET FORTH !N THE NPDES OTHERWISE. IN AREAS NOT UNDER STRUCTURES, BACKFILL MAY BE FINELY OBTAINED. WITHSTAND TEST PRESSURE AS SPECIFIED IN CiTY OF COLLEGE STATION PORTLAND CEMENT MIXTURE) TO A POINT ONE (1) FOOT BELOW PAVEMENT REGULATIONS. SPECIFICATIONS SUBGRADE AS SHOWN FOR CLASS "AA' BEDDING AND BACKFILL IN 0 XFMR A A A A A A A MAX WHERE MANHOLES. GRATE INLETS. JUNCTION BOXES ARE LOCATED KVA EVERY 2 FT OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. KUNG ENGINEERING, DATED APRIL 10TH, 2006, CURBS TO BE BACKFILLED WITH BANK SAND TO A POINT ONE (1) FOOT W6. AL WITHIN PAVED AREAS. CONTRACTOR SHALL SET RIM ELEVATIONS TO MATCH 3. CONTRACTOR TO PROVIDE STABILIZED CONSTRUCTION EXIT PER DETAIL WEIGHT 2. CONTRACTOR IS RESPONSIBLE FOR HIS OWN HORIZONTAL AND VERTICAL BELOW PAVEMENT. THE REMAINING BACKFILL TO BE MADE WITH COMPACTED INCHES INCHES INCHES INCHES INCHES INCHES INCHES 100 THE PROJECT. 10. WHEREVER NEW WATER LINES CROSS SANITARY SEWER LINES WITH LESS 7. CONTRACTOR TO ALLOW A MINIMUM OF 6 -INCH VERTICAL CLEARANCE 4. PRIOR TO REMOVAL OF EROSION CONTROL DEVICES, ALL AREAS DISTURBED ARE TO BE HYDRO -MULCH SEEDED. WATERLINE HYDROSTATIC TEST: 3. CONTRACTOR TO FIELD VERIFY ALL BOUNDARY AND TOPOGRAPHIC THAN NINE (9)- FEET OF VERTICAL CLEARANCE, THE SEWER LINE SHALL BE () DUCTILE IRON PIPE FOR A DISTANCE OF NINE SINGLE 4° PVC EXTENSION PVC CAP INFORMATION PRIOR TO BEGINNING WORK. CONSTRUCTED OF CONTINUOUS (EE NOTE 3) ( PHASE THROUGH 24 11 54 70 10 49 15 2,500 4. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATION BASED ON THE 250 VER <2C® (COVER <2) OR ASTM C-789 (COVER > 2) EXCEPT AS NOTED ON THE w� TESTED, THE PRESSURE APPLIED SHALL_ BE 150 POUNDS PER SQUARE INCH. BEST AVAILABLE INFORMATION. CONTRACTOR.TO FIELD VERIFY LOCATION OF SEWER UNE AND NEW WATER LINE (9) PLANS. - 112.5 ADJUSTMENT SO REQUIRED SHALL BE MADE FOR DIFFERENTIAL IN ELEVATION ANY EXISTING UTILITIES AND OTHER FACILITIES BEFORE COMMENCING WORK. CLEAR DISTANCE TO BE SIX (6) INCHES WITH SEWER UNE LOCATED AT (SEDT NOTE 3 ) THROUGH 46 15 91 91 21 55 22.5 4,915 300 WHICH MIGHT OCCUR BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALi EXISTING FACILITIES. 11. ALL DUCTILE IRON WATERLINE PIPE SHALL BE INSTALLED WiTH 8ML 1. SANITARY SEWER CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH EACH VALVED SECTION OF PIPE SHALL BE SLOWLY FILLED WITH WATER, AND THE ff 1 CITY OF COLLEGE STATION PUBLIC WORKS DEPARTMENT SPECIFICATIONS FOR SEINER - , 5. THE LENGTHS OF PROPOSED UNDERGROUND UTILITY LINES SHOWN ARE be CONSTRUCTION, LATEST -PRINTING ``AND AMENDMENTS THERETO; AND TEXAS Z I3 SHALL BE SUPPLIED BY MEANS OF A PUMP CONNECTED TO THE PIPE IN A SATISFACTORY MANNER. THE PUMP. PIPE CONNECTION AND ALL NECESSARY .:THREE 1.�. £C. 35'3<: .tlt 3'�i�: : *S : : ..��. :.1, t.f.�y 3. Hi %3�• :s ii%G' .1< ?'y: `3'3'.c.' s;fgr g" ss :� :.d a ENCOUNTERED AT THE TIME OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR UTILITY LINES TO SERVE THEiR 2. ALL SANITARY STEER TRENCHES OUTSIDE OF PUBLIC STREET RIGHTS-OF-WAY R -O -W OR EDGE OF EASEMENT •'6 Yi PHASE s,t . s! <v�''4m :Eri, ";;s.�f;; VARIES £F,.. N.a � 7H.;tl. �i'�� ::%£:%.'£i :•.'G5 < : K .<x Yq ,tif� P 'rbc<-" Rum :uew .. <s<���•ss . s<., �z':- <�i<' 1500 BEFORE APPLYING THE SPECIFIED TEST PRESSURE ALL AIR SHALL BE EXPELLED 1. ALL ROAD WIDTHS. RADII AND ALIGNMENT SHOWN INDICATE FACE OF CURB' OR (CLEAN BANK SAND AND 1 1/2 SK./C.Y. MIN. PORTLAND CEMENT MIXTURE) TO (sEE5N07E 1.) SEE NOTE 4 THROUGH 58 15 114 i20 25 BD 28 15,000 2000 AT THE POINTS OF HIGHEST ELEVATION AND AFTERWARDS TIGHTLY PLUGGED. OTHER ITEMS TO BE LOCATED WITHIN THE STREET RiGHT-OF-WAY OR A "AA" BEDDING AND BACKFILL IN ACCORDANCE WiTH THE DETAILS CONTAINED IN PVC (SEE NOTE 3) FINISHED GRADE GROUT 0 PIPE WALL M EMBED RCP PIPE INTO CONC SLAB BELL I AND12 0 SPI 011 PIPE CONCRETE SLAB-` L ANDD SC APEIM NOT TO SCALE j 2-1/2 X2-1/2 STIL TUBE SiiFFNER 14'-0' 1/2' ,$PACE in SIL MMF;r IA s 3 tr Lm eau 1 1/2' WE P=. THENc�w A W12 FORRWE R C OO NC R, ,97E P&D AM NOT TO SCALE ulE I1l-I1�G;1 U 1OUV� '� I NOT TO SCALE - own F ALL I= � colw+an( ai�sral am I i n ALL I�IOl10 t nNAI SZ i V IG CITY OF COLLEGE STATION (1) THE UNE SHALL BE FLUSHED OUT, COMPLETELY REPLACING ITS ENTIRE 2. CONTRACTOR SHALL CONTACT CITY OF COLLEGE STATION ENGINEERING PERSONNEL 0 ME GENERAL NOTES: VOLUME WiTH WATER FROM THE OWNER'S MAIN. (979) 764-3570 AT LEAST 48 WORKING HOURS PRIOR TO COMMENCING TRAFFIC CONSTRUCTION NOTES GATE SEC -110N CONSTRUCTION. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED (2 CHLORINE WILL BE INJECTED INTO THE SECTION OF UNE BEING STERILIZED 2. ALL STORM SEWERS TO RECEIVE BEDDING AND BACKFILL IN ACCORDANCE 1, NO LANES SHALL BE BLOCKED DURING THE HOURS OF: 7:00 AM TO 9:00 BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED SO THAT ITS ENTIRE CAPACITY WILL BE FILLED WITH WATER CONTAINING CHLORINE 3. ALL DUCTILE IRON PIPE WATER MAINS USED IN THIS PROJECT RANGING WITH THE DETAILS CONTAINED IN THE PLANS. STORM SEWERS WITHIN PUBUC AM AND 4:00 PM TO 6:00 PM MONDAY THRU FRIDAY. AND WATERED UNTIL GROWTH IS ESTABUSHED. IN DEVELOPED AREAS WHERE IN THE AMOUNT OF 50 P.P.M. OR IN SUCH OTHER QUANTITY AS DETERMINED IN SIZE FROM 3 INCHES THRU 12 INCHES, SHALL BE AWWA C-151. CLASS STREET RIGHTS-OF-WAY OR EASEMENTS TO RECEIVE BEDDING AND BACKFILL �r GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED: BY THE ENGINEER. THE STERILIZING AGENT SHALL BE INTRODUCED AT ONE END 52, LATEST REVISION. IN ACCORDANCE WITH CiTY OF COLLEGE STATION PUBLIC. WORKS DEPARTMENT 2. CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN EACH OF THE SECTION AND THE WATER RELEASED -FROM THE OPPOSITE END UNTIL SPECIFICATIONS FOR SEWER CONSTRUCTION. LATEST PRINTING AND DIRECTION DURING WORKING HOURS. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE THE STERILIZING AGENT IS PRESENT AT THE DISCHARGE END IN SUCH QUANTITY 4. CENTERLINE OF FIRE HYDRANTS TO BE LOCATED 3'-0' FROM BACK OF ENTIRE 11ME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY AS TO INDICATE RESIDUAL CHLORINE LEVELS OF 50 P.P.M. OR AS OTHERWISE CURB UNLESS OTHERWISE NOTED, WITH CENTERLINE OF STREAMER NOZZLE AMENDMENTS THERETO. I IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABUSHED AFTER DETERMINED BY THE ENGINEER. ALL VALVES SHAD_ THEN BE CLOSED AND THE 3. CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH STEEL PLATES 22 TO 26 INCHES ABOVE FINISHED GRADE. PUMPER NOZZLE TO FACE 3. ALL STORM SEWER MANHOLES. GRATE INLETS AND JUNCTION BOXES TO BE ANCHORED PROPERLY DURING NON -WORKING HOURS. CONSTRUCTION IS COMPLETE. STERILIZING SOLUTION PERMITTED TO REMAIN' IN THE PIPE LINE SECTION FOR CD NOT LESS THAN 24 HOURS. STREET. FIRE HYDRANT DEPTH OF BURY TO BURY LINE SHOWN ON FIRE CONSTRUCTED AS SHOWN IN THE DE?AILS CONTAINED IN THE PLANS, I HYDRANT SHALL BE PLUMB. 4. OFF-DUTY UNIFORMED POLICE OFFICER (S) ARE REQUIRED TO DIRECT 3 AT THE END OF THE STERILIZING PERIOD THE STERILIZATION SOLUTION SHALL 4. STORM SEWER CONSTRUCTION INCLUDING INLETS AND MANHOLES. OUTSIDE TRAFFIC WHEN TRAFFIC LANES ARE BLOCKED, UTILITY TRENCH BACKFILL (WATER, SEINER. STORM SEWER): DISCHARGED FROM THE PIPE AND REPLACED WITH WATER DIRECTLY FROM A 5. CONTRACTOR TO ALLOW MINIMUM OF 6' VERTICAL CLEARANCE BETWEEN ' MAIN OF THE OWNER. PROPOSED WATER LINE AND OTHER EXISTING OR PROPOSED UTILITIES UNLESS WITH PUBLIC STREET RIGHTS-OF-WAY. S EASEMENTS TO BE IN ACCORDANCE UNDER EXISTING STREETS AND STRUCTURES (INCLUDING SIDEWALKS), BACKFILL OTHERWISE SHOWN ON THE PLANS. WITH THE CITY OF COLLEGE STATION SPECIFICATIONS AND DETAILS. STORM SEWER WALL SECTION WALL ELEVATION _•.,; SHALL BE CEMENT STABILIZED SAND (MINIMUM 1-1/2 SACK) AND SHALL BE (4) A SAMPLE OF WATER FROM THE STERILIZED MAIN SHALL BE TAKEN (NOT CONSTRUCTION WITHIN PUBLIC STREET RIGHTS-OF-WAY SWAY IC EASEMENTS ET LS EROSION CONTROL NOTES PLACED AND COMPACTED IN LIFTS NOT GREATER THAN 6" TO THE SATISFACTION THROUGH A FIRE HYDRANT) FROM A SUITABLE TAP UNDER THE SUPERVISION OF 6. ALL WATER UNES TO HAVE A MINIMUM COVER OF 4' BELOW FINISHED S ACCORDANCE WITH CITY IN COLLEGE STATION SPECIFICATIONS AND DETAILS. STORM OF THE ENGINEERING INSPECTOR. FIELD MIXING WILL NOT BE ACCEPTABLE. THE ENGINEER OR HIS INSPECTOR AND SUBMITTED TO AN APPROVED TESTING GRADE. VARY FLOWUNE UNIFORMLY FROM DEPTH AND LOCATION SHOWN ON SEWER CONSTRUCTION WITHIN PUBLIC STREET RIGHTS-OF-WAY OR EASEMENTS 1, THIS PROJECT IS SUBJECT TO ENVIRONMENTAL PROTECTION AGENCY UNDER FUTURE STREETS AND STRUCTURES (INCLUDING SIDEWALKS), BACKFILL SHALL LABORATORY OF THE STATE HEALTH DEPARTMENT FOR ANALYSIS, IF THE SAMPLE TO BE iN ACCORDANCE WITH CITY OF COLLEGE STATION PUBLIC WORKS DEPARTMENT EPA NATIONAL POLLUTION DICHARGE EUMINATIONAL SYSTEM (NPDES) w BE FINELY DIVIDED EXCAVATED MATERIAL AND SHALL BE COMPACTED IN SHOWS UNSATISFACTORY QUALITY OF WATER, THE PROCESS OF STERILIZATION PLANS TO ACHIEVE REQUIRED COVER AND CLEARANCE. SPECIFICATIONS FORM. LATEST PRINTING AND AMENDMENTS THERETO, (EPA) MAXIMUM 6" LIFTS TO A DENSITY OF NOT LESS THAN 98% STANDARD (ASTM SHALL BE REPEATED UNTIL A SATISFACTORY WATER SAMPLE IS OBTAINED. CONSTRUCTION STORM WATER DISCHARGE REGULATIONS AND D 698) ATA MOISTURE CONTENT BETWEEN SS AND 98% T OPTIMUM. 7. ALL WATER UNE FITTINGS TO BE CAST IRON/DUCTILE IRON AND WRAPPED 5, ALL STORM SEWER TRENCHES UNDER PROPOSED AND FUTURE PAVEMENT REQUIREMENTS. THE CONTRACTOR WILL BE REQUIRED TO EXECUTE A MOISTURE/DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 200 IF FOR STERILIZATION OF THE LINE OF ANY SECTION THEREOF SHALL NOT BE WITH 8 MIL POLYETHYLENE AND TAPED AT EDGES. OR WITHIN ONE (1) FOOT BACK OF ALL CURBS TO BE BACKFILLED WITH NOTICE OF INTENT AND IMPLEMENT THE POLLUTION PREVENTION PLAN EVERY 2 FT OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. COMMENCED UNTIL THE ENGINEERING INSPECTOR'S APPROVAL OF THE METHOD, CEMENT -STABILIZED SAND (CLEAN BANK SAND AND 1 1/2 SK/C.Y. MIN. INCLUDED IN THE CONTRACT DOCUMENTS AND COMPLY IN ALL fRONT_ELFVATION TESTS SHOULD BE PERFORMED IN THE INSPECTORS PRESENCE UNLESS DIRECTED APPARATUS, STERILIZING AGENT, AND THE SECTION OF THE LINE. HAS BEEN 8. CONTRACTOR TO PROVIDE ADEQUATE CONCRETE THRUST BLOCKING TO REPORTING AND INSPECTION REQUIREMENTS SET FORTH !N THE NPDES OTHERWISE. IN AREAS NOT UNDER STRUCTURES, BACKFILL MAY BE FINELY OBTAINED. WITHSTAND TEST PRESSURE AS SPECIFIED IN CiTY OF COLLEGE STATION PORTLAND CEMENT MIXTURE) TO A POINT ONE (1) FOOT BELOW PAVEMENT REGULATIONS. SPECIFICATIONS SUBGRADE AS SHOWN FOR CLASS "AA' BEDDING AND BACKFILL IN 0 JOINTING MATERIALS, VALVES, ETC., THE SURFACE OF WHICH COMES IN 0 U. EXISTING STOCKPILE IS TO BE USED ENTIRELY AS FILL FOR CONTACT WITH CITY WATER ARE MAINTAINED IN A SANITARY CONDITION. SITE. IF PORTION OF THE STOCKPILE REMAINS AFTER GRADING IS COMPLETE STORM SEWER CONSTRUCTION NOTES MINIMUM VERTICAL CLEARANCE DISTANCE TO BE SIX (6) INCHES WITH SEWER 2.0' PLEASE CONTACT ENGINEER TO INITIATE DEVELOPMENT PERMIT FOR RELOCATION LINE LOCATED AT LOWER ELEVATION THAN WATER LINES WHEREVER POSSIBLE OF STOCKPILE LEFTOVERS. 1. STORM SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (PVC) EVERY EFFORT MUST BE MADE TO KEEP THE INSIDE OF THE PIPE, FITTINGS CONFORMING TO ASTM D-3034. SDR 35. FOR 8' THRU 15' DIAMETERS AND 6. CONTRACTOR TO ALLOW A MINIMUM OF 6 -INCH VERTICAL CLEARANCE SEE NOTE 4 O- AND VALVES FREE OF ALL FOREIGN MATTER, STICKS, DIRT, ROCKS, ETC, AS EACH 10. ALL EXISTING IMPROVEMENT WITH A SURFACE PRESENCE (IE GRATES, RIMS, TEE WYE SERVICE JOINT OF PIPE IS BEING LAID, IT MUST BE RAD BETWEEN PROPOSED SANITARY SEWER UNE AND OTHER EXISTING OR PROPOSED BOXES, ETC.) TO BE ADJUSTED TO MATCH PROPOSED GRADE. ASTM F-679 FOR 18' THRU 24" DIAMETERS. REINFORCED CONCRETE PIPE UTILITIES. FITTING (SEWER TEE) (RCP) CONFORM TO ASTM C-76, CLASS III. EXCEPT AS OTHERWISE NOTED E EFFECTIVELY. SWABBED SO THAT ALL FOREIGN MATTER IS REMOVED. ALL FITTINGS ON THE PLANS. DUCTILE IRON PIPE CONFORM TO ANSI A21.51, THICKNESS STANDARD CONIVEC7TONPROFILE CL AND EXPOSED OPEN ENDS OF PIPE MUST BE BLOCKED OR CAPPED UNTIL THE WATER LINE CONSTRUCTION NOTES CLASS 51. EXCEPT AS OTHERWISE NOTED ON THE PLANS. STORM SEWERS 7. SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (PVC) CONFORMING UNE IS COMPLETED. WITHIN PUBLIC STREET RIGHT-OF-WAY OR EASEMENTS SHOULD BE MADE TO ASTM D-3034 SDR-2fi-2241, EXCEPT AS OTHERWISE NOTED ON THE PLANS. N a, 1. WATER MAIN/METER CONSTRUCTION IN PUBLIC STREET OF REINFORCED TO CONCRETE PIPE(RCP) CONFORM TO ASTM C-76, CLASS C) WHEN THE ENTIRE PIPE LINE OR CERTAIN SELECTED SECTIONS THEREOF HAVE RIGHTS-OF-WAY OR EASEMENTS SHALL BE CONSTRUCTED IN III EXCEPT AS OTHERWISE NOTED IN THE PLANS. SS Q � O �T I'a G� Y SEWER SS E R V O C� E C� O l�N N E C� I Q O I� N BEEN COMPLETED, TESTED, AND MADE READY FOR TURNING OVER TO THE CITY e OF COLLEGE STATION, READY FOR USE, THE UNE SHALL BE THOROUGHLY STERIUZED ACCORDANCE WITH CiTY OF COLLEGE STATION SPECIFICATIONS AND DETAILS NOT TO SCALE ACCORDING TO THE FOLLOWING PROCEDURE FOR WATER MAIN CONSTRUCTION AND MATERIALS. CL m 11 0 AND DRAIN GRATE V-3810-1 RE 9 w 0 DRAIN PIPE (TYP) SUBGRADE i 14'-0' t Im 1 3/8' 2' B series 2' 2_C series 1 1/2' 2'C series 1 1/2' DESIGNED BY / 2' C series AP 2 1/2` REVIEWED BY KS DRAWN BY BP PROJECT NUMBER 23-05040-04 VAY ZONE FIRE LANE NO PARKING DAT ,e surface with 4" white letters stating 08_'' 6-2009 NG TOW -AWAY ZONE AVMV-MOL 9NN Md ON 3WI 3?JU SHEET TITLE GENERAL NOTES '& DETAILS i WALTER P M0013E WALTER P. MOORE AND ASSOCIATES, I c. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.73 6 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS EGAS PROJECT NAME IN ASSOCIATION WITH COLLEGE STATIM MARKETPLACE, LLP 520 POST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188 FAX: 713-623-0178 Waiter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 OF A0V* /...:......................... S. R. PINNAPUREDDY ............................. 89577 �� f t Z• �c NO. DATE REVISION jj 'E MA�KiN SHEET NUMBER C41.0 Copyright © 2009 WALTER P. MOORE AND ASSO i TES, INC. DMDED EXCAVATED MATERIAL. AND SHALL BE COMPACTED IN MAXIMUM 6 LIFTS TO A DENSITY OF NOT LESS THAN 90% STANDARD (ASTM D 698) AT A GENERAL NOTES ACCORDANCE WITH THE DETAILS CONTAINED IN THE PLANS. THE REMAINING BACKFILL TO BE MADE WITH COMPACTED SELECT MATERIAL. 2. REINFORCED SILT FENCES AND INLET PROTECTION TO BE PROVIDED DURING CONSTRUCTION OF THIS PROJECT, AND REMOVED UPON MOISTURE CONTENT BETWEEN -2% AND +4% OF OPTIMUM. MOISTURE/DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 200 IF FOR 1. BOUNDARY AND TOPOGRAPHIC INFORMATION OBTAINED FROM A SURVEY BY 9. WATER LINE. OUTSIDE OF PUBLIC STREET RIGHTS-OF-WAY OR PUBLIC EASEMENTS. UNDER PAVEMENT OR WiTHIN ONE (1) FOOT BACK OF ALL WHERE MANHOLES. GRATE INLETS. JUNCTION BOXES ARE LOCATED CONSTRUCTION COMPLETION (SEE SPECS. AND DETAILS). EVERY 2 FT OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. KUNG ENGINEERING, DATED APRIL 10TH, 2006, CURBS TO BE BACKFILLED WITH BANK SAND TO A POINT ONE (1) FOOT W6. AL WITHIN PAVED AREAS. CONTRACTOR SHALL SET RIM ELEVATIONS TO MATCH 3. CONTRACTOR TO PROVIDE STABILIZED CONSTRUCTION EXIT PER DETAIL TESTS SHOULD BE PERFORMED IN THE INSPECTORS PRESENCE UNLESS DIRECTED OTHERWISE. 2. CONTRACTOR IS RESPONSIBLE FOR HIS OWN HORIZONTAL AND VERTICAL BELOW PAVEMENT. THE REMAINING BACKFILL TO BE MADE WITH COMPACTED TOP OF PAVEMENT ELEVATIONS. OUTSIDE OF PAVED AREAS, SET MANHOLE AT ALL POINTS OF EGRESS DURING CONSTRUCTION. CONTROL, REFERENCE POINTS AND CONSTRUCTION STAKING AS INCIDENTAL TO SELECT MATERIAL RIMS AND TOP OF GRATE AT ELEVATIONS SHOWN ON THE PLANS. WATER THE PROJECT. 10. WHEREVER NEW WATER LINES CROSS SANITARY SEWER LINES WITH LESS 7. CONTRACTOR TO ALLOW A MINIMUM OF 6 -INCH VERTICAL CLEARANCE 4. PRIOR TO REMOVAL OF EROSION CONTROL DEVICES, ALL AREAS DISTURBED ARE TO BE HYDRO -MULCH SEEDED. WATERLINE HYDROSTATIC TEST: 3. CONTRACTOR TO FIELD VERIFY ALL BOUNDARY AND TOPOGRAPHIC THAN NINE (9)- FEET OF VERTICAL CLEARANCE, THE SEWER LINE SHALL BE () DUCTILE IRON PIPE FOR A DISTANCE OF NINE .BETWEEN STORM SEWER AND OTHER EXISTING OR PROPOSED UTILITIES. 4° PVC EXTENSION PVC CAP INFORMATION PRIOR TO BEGINNING WORK. CONSTRUCTED OF CONTINUOUS (EE NOTE 3) ( AFTER THE PIPE, HAS BEEN LAID AND BACKFILLED, BUT PRIOR TO THE ,_ (9) FEET EACH SIDE OF THE WATER LINE & EMBEDDED IN CEMENT SAND 8. CONCRETE BOX CULVERTS SHALL CONFORM TO ASTM C-850 2' REPLACEMENT OF PAVEMENT. EACH VALVED SECTION OF NEWLY LAID PIPE SHAM BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST. FOR ANY SECTION BEING 4. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATION BASED ON THE BEDDING MATERIAL MINIMUM HORIZONTAL CLEAR DISTANCE BETWEEN SANITARY TO BE NINE FEET. MINIMUM VERTICAL VER <2C® (COVER <2) OR ASTM C-789 (COVER > 2) EXCEPT AS NOTED ON THE w� TESTED, THE PRESSURE APPLIED SHALL_ BE 150 POUNDS PER SQUARE INCH. BEST AVAILABLE INFORMATION. CONTRACTOR.TO FIELD VERIFY LOCATION OF SEWER UNE AND NEW WATER LINE (9) PLANS. - P�vc c�aP ADJUSTMENT SO REQUIRED SHALL BE MADE FOR DIFFERENTIAL IN ELEVATION ANY EXISTING UTILITIES AND OTHER FACILITIES BEFORE COMMENCING WORK. CLEAR DISTANCE TO BE SIX (6) INCHES WITH SEWER UNE LOCATED AT (SEDT NOTE 3 ) BETWEEN THE LOW POINT OF THE SECTION BEING TESTED AND THE CENTERUNE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES LOWER ELEVATION THAN WATER UNE. SANITARY SEWER CONSTRUCTION NOTES ow i a� OF THE PRESSURE TEST GAUGE. WHICH MIGHT OCCUR BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALi EXISTING FACILITIES. 11. ALL DUCTILE IRON WATERLINE PIPE SHALL BE INSTALLED WiTH 8ML 1. SANITARY SEWER CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH EACH VALVED SECTION OF PIPE SHALL BE SLOWLY FILLED WITH WATER, AND THE POLYWRAP• CITY OF COLLEGE STATION PUBLIC WORKS DEPARTMENT SPECIFICATIONS FOR SEINER SPECIFIED TEST PRESSURE, MEASURED TO THE POINT OF LOWEST ELEVATION, - , 5. THE LENGTHS OF PROPOSED UNDERGROUND UTILITY LINES SHOWN ARE be CONSTRUCTION, LATEST -PRINTING ``AND AMENDMENTS THERETO; AND TEXAS Z I3 SHALL BE SUPPLIED BY MEANS OF A PUMP CONNECTED TO THE PIPE IN A SATISFACTORY MANNER. THE PUMP. PIPE CONNECTION AND ALL NECESSARY APPROXIMATE ONLY. LENGTHS OFLINESMAY VARY DUE TO FIELD CONDITIONS 12. ALL PVC WATERLINE PIPE SHALL AWWA-C900 OR C909 DEPARTMENT OF HEALTH "REGULATIONS, LATEST APPARATUS, INCLUDING GAUGES AND METERS SHALL BE FURNISHED BY THE THE DURATION OF EACH PRESSURE TEST SHALL BE FOUR (4) ENCOUNTERED AT THE TIME OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR UTILITY LINES TO SERVE THEiR 2. ALL SANITARY STEER TRENCHES OUTSIDE OF PUBLIC STREET RIGHTS-OF-WAY R -O -W OR EDGE OF EASEMENT CONTRACTOR. HOURS. INTENDED PURPOSE AND SHALL BE RESPONSIBLE FOR THE REROUTING OF PAVING CONSTRUCTION NOTES OR EASEMENTS UNDER PROPOSED OR FUTURE PAVEMENT OR WITHIN ONE (1} VARIES 18 LINES WHICH MAY CONFLICT WITH OTHER UTILITIES AND SITE FEATURES. FOOT BACK OF ALL CURBS TO BE BACKFILLED WiTH CEMENT-STABIUZED SAND BEFORE APPLYING THE SPECIFIED TEST PRESSURE ALL AIR SHALL BE EXPELLED 1. ALL ROAD WIDTHS. RADII AND ALIGNMENT SHOWN INDICATE FACE OF CURB' OR (CLEAN BANK SAND AND 1 1/2 SK./C.Y. MIN. PORTLAND CEMENT MIXTURE) TO (sEE5N07E 1.) SEE NOTE 4 FROM THE PIPE. TO ACCOMPLISH THIS, TAPS SHALL BE MADE, IF NECESSARY, 6. WATER METERS, UTILITY LINES AND APPURTENANCES. DRIVEWAYS. AND ALL EDGE OF PAVEMENT WHICHEVER IS APPLICABLE. A POINT ONE (1) FOOT BELOW PAVEMENT SUBGRADE AS SHOWN FOR CLASS AT THE POINTS OF HIGHEST ELEVATION AND AFTERWARDS TIGHTLY PLUGGED. OTHER ITEMS TO BE LOCATED WITHIN THE STREET RiGHT-OF-WAY OR A "AA" BEDDING AND BACKFILL IN ACCORDANCE WiTH THE DETAILS CONTAINED IN PVC (SEE NOTE 3) PI.r9N AT INTERVALS DURING THE TEST, THE ENTIRE ROUTE OF THE PIPE UNE SHALL BE PUBLIC EASEMENT, ARE TO BE CONSTRUCTED IN STRICT ACCORDANCE WITH 2. CONCRETE INCLUDING CURBS AND SIDEWALKS SHALL BE PORTLAND CEMENT THE PLANS, UNLESS OTHERWISE SHOWN ON THE PLANS. (MIN. 1x sI_oPE) STD. 45• BEND ftrr�cAU INSPECTED TO LOCATE ANY LEAKS OR BREAKS. ANY DEFECTIVE JOINT'S, CRACKED CURRENT CiTY OF COLLEGE STATION STANDARDS AND DETAILS. CONCRETE AND HAVE A COMPRESSIVE STRENGTH OF 2.000 PSI MINIMUM AT 7 STACK VARIES OR DEFECTIVE PIPE, FITTINGS OR VALVES DISCOVERED IN CONSEQUENCE OF THIS DAYS AND 4,000 PSI MiNIMUM AT 28 DAYS. REBARS SHALL BE ASTM A615 3. ALL SANITARY SEWER TRENCHES WITHIN PUBLIC STREET RIGHTS-OF-WAY IN HEIGHT PRESSURE TEST SHALL BE REMOVED AND REPLACED WITH SOUND MATERIALS IN THE MANNER PROVIDED, AND THE TEST SHALL BE REPEATED UNTIL SATISFACTORY 7. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY BUILDING PERMITS AND NOTIFYING ENGINEERING SERVICES AT (979) 764-3570 EASEMENTS AND UNDER PROPOSED OR FUTURE PAVEMENT WITHIN ONE 1) 2.0 3 RESULTS ARE OBTAINED. 48 HOURS PRIOR TO CONSTRUCTION OR COMMENCEMENT OF WORK. ORA4� RiS�V€MENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE T ND FOOT BACK OF ALL CURBS TO BE BACKFILLED WITH CEMENT STABILIZED SAND (CLEAN BANK SAND AND 1 1/2 SK,/C.Y. MiN, PORTLAND CEMENT MIXTURE) AS sm. 45• BEND 3/8' NO PIPE INSTALLATION WILL BE ACCEPTED UNTIL THE LEAKAGE IS LESS THAN A DETAIL CONTAINED IN THE PLANS. SHOWN FOR CLASS REDOING AND BACKFILL IN ACCORDANCE WITH OF SEE NOTE 4 D RATE EQUAL TO TWENTYFTVE (25) GALLONS PER INCH OF NOMINAL DIAMETER OF 8. CONTRACTOR SHALL COMPLY WITH O.S.HA REGULATIONS AND STATE OF OW COLLEGE STATION SPECIFICATIONS AS APPLICABLE UNLESS OTHERWISE SHOWN ON ECC NOTE: r Z PIPE UNE PER MILE OVER A TWENTY-FOUR (24) HOUR PERIOD. TEXAS LAW CONCERNING EXCAVATION. TRENCHING AND SHORING. EXCAVATIONS OVER 5 FEET DEEP TO BE SHEETED AND PROTECTED IN ACCORDANCE 4. EXISTING PAVING IN PUBLIC STREET RIGHTS-OF-WAY OR EASEMENTS. DAMAGED BY CONSTRUCTION SHALL BE REPAIRED AS PER CITY OF COLLEGE STATION THE p(,ANg• TEE WYE sERViCE I. WHERE DOUBLE WYE SERVICE FI TING (SEWER WYE DEEPCONNEC170NPROFIl.E ELEVATION IS LESS THAN 2'-7" cSHOULD ANY TEST OF PiPE IN PLACE DISCLOSE LEAKAGE GREATER THAN THE WITH THE 'TRENCH SAFETY DETAILS" CONTAINED IN THE PLANS AS REQUIRED SPECIFICATIONS AND DETAILS. ALL OTHER EXISTING PAVING NOT SHOWN TO BE 4. WHERE MANHOLES ARE LOCATED WITHIN PAVED AREAS. CONTRACTOR SHALL AND 1/e" BEND) BELOW PROPOSED BACK U CURB, MIN. SLAB ELEV. MUST SPECIFIED, THE CONTRACTOR SHALL AT HIS OWN EXPENSE LOCATE AND REPAIR BY STATE LAW AND O.S.HA ANY DEVIATION FROM THE METHOD SHOWN IN THE CONSTRUCTION SHALL BE REPAIRED IN ACCORDANCE REMOVED. DAMAGED BY CONSTRL SET RIM ELEVATIONS TO MATCH TOP OF PAVEMENT ELEVATIONS. OUTSIDE OF SE SRT TO ALLOW saNrraRY , SEWER SERVICE v o THE DEFECTIVE JOINTS UNTiL THE LEAKAGE IS WITHIN THE SPECIFIED ALLOWANCE. PLANS MUST BE DESIGNED AND SEALED BY A REGISTERED PROFESSIONAL WITH THE DETAILS CONTAINED IN THE PLANS. PAVED AREAS. SET MANHOLE RIMS 3' (MIN.} TO 6' (MAX.} ABOVE FINISHED R -O -W OR EDGE OF EASEMENT - LID m LEAKAGE IS DEFINED AS THE QUANTITY OF WATER SUPPLIED INTO THE NEWO' ENGINEER LICENSED IN THE STATE OF TEXAS AND IN GOOD STANDING. SAID DESIGN MUST BE FORWARDED TO THE ENGINEER AND IN HIS HANDS AT 5. EXISTING CURBS, SIDEWALKS, AND DRIVEWAYS IN PUBLIC STREET GRADE. ADD SLOPED FILL AROUND MANHOLES. SLOPES AWAY AND DOWN FROM MANHOLE RIMS 2. MARK EACH SERVICE END WITH METAL 'T" POST PAINTED GREEN. FIRE LANE NO -= LAID PIPE, OR ANY VALVED SECTION OF IT, NECESSARY TO MAINTAIN THE SPECIFIED LEAKAGE TEST PRESSURE AFTER THE PIPE HAS BEEN FILLED WITH LEAST 48 HOURS BEFORE BEGINNING EXCAVATION OPERATIONS. FAILURE TO RIGHTS-OF-WAY OR EASEMENTS DAMAGED OR REMOVED DURING VARIESstr SHALL. BE ASTM 03034 $' red 3. ALL MAW/ tv WATER AND THE AIR EXPELLED. COMPLY WITH THE REQUIREMENTS HEREIN WILL CONSTITUTE AGREEMENT BY CONSTRUCTION SHALL BE REPLACED TO CITY OF COLLEGE STATION STANDARDS. 5. WHEREVER NEW SANITARY SEWER LINES CROSS WATER LINES WITH LESS . ''� '' G SDR26 W/ GASKETS FIRE LAI LAI v THE CONTRACTOR TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ALL OTHER CURBS, SIDEWALKS AND DRIVEWAYS, NOT SHOWN TO BE REMOVED. THAN NINE (9) FEET OF VERTICAL DISTANCE, THE SEINER LINE SHALL BE 3.5' MAX. 4. A CLEAN OUT IS REQUIRED AND WILL o STERILIZATION OF WATER MAINS: WHICH MIGHT BE OCCASIONED BY HIS FAIWRE TO COMPLY. ASSUME TYPE "C' DAMAGED BY CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH THE DETAILS CONSTRUCTED OF CONTINUOUS DUCTILE IRON PIPE FOR A DISTANCE OF NINE (SEE NOTE 1.) BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 9NIMSVd ON o C) DURING THE CONSTRUCTION OPERATIONS, WORKMEN SHALL BE REQUIRED TO USE CARE TO SEE THAT PARTS OF THE STRUCTURES INSIDE OF PIPES FITTINGS SOIL. GRADING THE CONTAINED IN THE PLANS. {9} FEET (ACN SIDE OF THE WATER UNE. MINIMUM HORIZONTAL CLEAR DISTANCE BETWEEN NEW SANITARY SEWER UNE AND WATER UNE TO BE NiNE (9) FEET. c (SEE NOTE 3) �N. 1% sLOPE) JOINTING MATERIALS, VALVES, ETC., THE SURFACE OF WHICH COMES IN 0 U. EXISTING STOCKPILE IS TO BE USED ENTIRELY AS FILL FOR CONTACT WITH CITY WATER ARE MAINTAINED IN A SANITARY CONDITION. SITE. IF PORTION OF THE STOCKPILE REMAINS AFTER GRADING IS COMPLETE STORM SEWER CONSTRUCTION NOTES MINIMUM VERTICAL CLEARANCE DISTANCE TO BE SIX (6) INCHES WITH SEWER 2.0' PLEASE CONTACT ENGINEER TO INITIATE DEVELOPMENT PERMIT FOR RELOCATION LINE LOCATED AT LOWER ELEVATION THAN WATER LINES WHEREVER POSSIBLE OF STOCKPILE LEFTOVERS. 1. STORM SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (PVC) EVERY EFFORT MUST BE MADE TO KEEP THE INSIDE OF THE PIPE, FITTINGS CONFORMING TO ASTM D-3034. SDR 35. FOR 8' THRU 15' DIAMETERS AND 6. CONTRACTOR TO ALLOW A MINIMUM OF 6 -INCH VERTICAL CLEARANCE SEE NOTE 4 O- AND VALVES FREE OF ALL FOREIGN MATTER, STICKS, DIRT, ROCKS, ETC, AS EACH 10. ALL EXISTING IMPROVEMENT WITH A SURFACE PRESENCE (IE GRATES, RIMS, TEE WYE SERVICE JOINT OF PIPE IS BEING LAID, IT MUST BE RAD BETWEEN PROPOSED SANITARY SEWER UNE AND OTHER EXISTING OR PROPOSED BOXES, ETC.) TO BE ADJUSTED TO MATCH PROPOSED GRADE. ASTM F-679 FOR 18' THRU 24" DIAMETERS. REINFORCED CONCRETE PIPE UTILITIES. FITTING (SEWER TEE) (RCP) CONFORM TO ASTM C-76, CLASS III. EXCEPT AS OTHERWISE NOTED E EFFECTIVELY. SWABBED SO THAT ALL FOREIGN MATTER IS REMOVED. ALL FITTINGS ON THE PLANS. DUCTILE IRON PIPE CONFORM TO ANSI A21.51, THICKNESS STANDARD CONIVEC7TONPROFILE CL AND EXPOSED OPEN ENDS OF PIPE MUST BE BLOCKED OR CAPPED UNTIL THE WATER LINE CONSTRUCTION NOTES CLASS 51. EXCEPT AS OTHERWISE NOTED ON THE PLANS. STORM SEWERS 7. SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (PVC) CONFORMING UNE IS COMPLETED. WITHIN PUBLIC STREET RIGHT-OF-WAY OR EASEMENTS SHOULD BE MADE TO ASTM D-3034 SDR-2fi-2241, EXCEPT AS OTHERWISE NOTED ON THE PLANS. N a, 1. WATER MAIN/METER CONSTRUCTION IN PUBLIC STREET OF REINFORCED TO CONCRETE PIPE(RCP) CONFORM TO ASTM C-76, CLASS C) WHEN THE ENTIRE PIPE LINE OR CERTAIN SELECTED SECTIONS THEREOF HAVE RIGHTS-OF-WAY OR EASEMENTS SHALL BE CONSTRUCTED IN III EXCEPT AS OTHERWISE NOTED IN THE PLANS. SS Q � O �T I'a G� Y SEWER SS E R V O C� E C� O l�N N E C� I Q O I� N BEEN COMPLETED, TESTED, AND MADE READY FOR TURNING OVER TO THE CITY e OF COLLEGE STATION, READY FOR USE, THE UNE SHALL BE THOROUGHLY STERIUZED ACCORDANCE WITH CiTY OF COLLEGE STATION SPECIFICATIONS AND DETAILS NOT TO SCALE ACCORDING TO THE FOLLOWING PROCEDURE FOR WATER MAIN CONSTRUCTION AND MATERIALS. CL m 11 0 AND DRAIN GRATE V-3810-1 RE 9 w 0 DRAIN PIPE (TYP) SUBGRADE i 14'-0' t Im 1 3/8' 2' B series 2' 2_C series 1 1/2' 2'C series 1 1/2' DESIGNED BY / 2' C series AP 2 1/2` REVIEWED BY KS DRAWN BY BP PROJECT NUMBER 23-05040-04 VAY ZONE FIRE LANE NO PARKING DAT ,e surface with 4" white letters stating 08_'' 6-2009 NG TOW -AWAY ZONE AVMV-MOL 9NN Md ON 3WI 3?JU SHEET TITLE GENERAL NOTES '& DETAILS i WALTER P M0013E WALTER P. MOORE AND ASSOCIATES, I c. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.73 6 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS EGAS PROJECT NAME IN ASSOCIATION WITH COLLEGE STATIM MARKETPLACE, LLP 520 POST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188 FAX: 713-623-0178 Waiter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 OF A0V* /...:......................... S. R. PINNAPUREDDY ............................. 89577 �� f t Z• �c NO. DATE REVISION jj 'E MA�KiN SHEET NUMBER C41.0 Copyright © 2009 WALTER P. MOORE AND ASSO i TES, INC. 2' 6-7 6 1/2" b DOWELLED LED ON CURBS o S DE TROD NO. 4 BARS 0 18" C—C 10" LAPS, EACH WAY CONCRETE PAVEMENT Wit : i' ;• . to t. t 4, !: 't^' n+" . ,r ' .tit. •.. ,�M •M, 7:'' : r ,,.' t. �'• .�r' •\�' N i, •y.}' ,•':'i : y .:ml fay'•,a. ^' .'•\,,, • ,•iS " ' {,¢ h,N• PROPOSED 8" STABILIZED SUBGRADE SHALL BE A MINIMUM OF 6% LIME BY WEIGHT OR 5% CEMENT BY WEIGHT AND COMPACTED TO 95% STANDARD PROCTOR DENSITY IN A RANGE OF 1 % DRY TO 3% WET OF OPTIMUM MOISTURE CONTENT. EXTEND STABILIZED SUBGRADE 2 FEET BEYOND EDGE OF PAVEMENT 999 CONCRETE PAVE MEHT NOT TO SCALE NO. 4 BARS 0 18" C—C 10' LAPS, EACH WAY CONCRETE PAVEMENT •4 PROPOSED 8' STABILIZED SUBGRADE SHALL BE A -� MINIMUM OF 6% LIME BY WEIGHT OR 5% CEMENT BY WEIGHT AND COMPACTED TO 95% STANDARD PROCTOR DENSITY IN A RANGE OF 1% DRY TO 3% WET OF OPTIMUM MOISTURE CONTENT. EXTEND STABILIZED SUBGRADE 2 FEET BEYOND EDGE OF PAVEMENT X99 (CONCRETE PAVEMENT NOT TO SCALE #4 BARS O 18" OC EW 7" CONCRETE PAVEMENT R _Z N v .. 116 GLISILML NOTES (PAVERS) 1010101 1• a• FURNISH DETECT LE WARNING ,PAVER UNITS MEETING ALL _' REQUIREMENTS Tri AST; 936, C-33. LAY IN A TWO BY TWO TOP VIEi FM HEW -� UNIT BASKET V VE PATTEf�N OR AS DIRECTED. 24 MTRANSiIiISSiON UNIT LAY FULL-SIZE'NITS ,FIRS FOLLOWED EY CLOSURE UNITS WALTER P MCS RE WALTER P. MOORE AND ASSOCIATE INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713,630.7300 FAX: 713.630. 396 JOINT SEALER--s,,,SEAL WiTH EXPANSION CONSISTING OF LEAST 25 PERCENT OF A FULL UNIT. CUT HOUSTON DALLAS TAMPA ATLANTA i JOINT MATERIAL SMOOTH DOWEL BAR a C DETECTABLE W ING PA UNTTS USING A POWER SAW. ORLANDO KANSAS CITY AUSTIN LOS ANGELES 1 AS VEGAS y STAKE TO BAR 1/4" /2" 0 X 18", 12" O.C. 0 0 0 0 o Landing .�0 / 3/4" (COATED W/HEAVY GREASE) 4 0 0 0 0 = c' 3/4 26 GA S L TUBE 1° a �a g N0. EBAR ARI NO PAVER INSET PROJECT NAME ! t• WITH - ppvert with tn�ncaled ". �' ` • . a ,M r "A M V k P " 4 4' Max dome surface 1 DETECTABLE CCADOME SURFACE -- ~• . 1 :�• •_ —� and Usual AS REQUIRED INi ■ _ u DETECTABLE WARNING PA VER 1 MORTAR BED SHAM CONFORM TO SCOTT & W H T E DIPPED IN ASPHALT RECYCLED MATERIA!., 1 2" 3" LONG METAL OR PLASTIC CAP, A A ide fl re SIDEFLAREFLARE APPLICABLE SPECIFICATIONS ■ / E ypical /-CONTROL JOINT PERMISSIBLE 3/4 EXPANSION THICK AS MANUFACTURED INSIDE DWuIETER TO BE 1/16 GREATER iv 5 (TYP.j 10" JOINT (PRffORMEd BY J.D. RUSSELL CO.OR THAN DIAMETER OF DOWEL BAR. CAP MEDICAL CLII`4IC VARIES JOINT FILLER} APPROVED EQUAL MUST BE LONG ENOUGH TO COVER 2" IN. n OF DOWEL AND HAVE STOP SO END OF Face of A R R I N GTO N R NOTE JOINT SPACING SHALL, NOT BE GREATER THAN CAP IS 1 FROM END OF BAR. curb ■ 80' AND SHALL BE LOCATED AT THE ENDS OF ALL RADII OF THE ROADWAY AND/OR CURB. TRUNCATED DOME PATTF�dN "s (MARx.} oN CENTER COLLEGE STEEL TO MEET ASTM STD. SPECS FOR CONCRETE REINFOR. CI�RB RA11 QIP BOTH WAYS LASS A CONCRETE -SHALL CONFORM BAR UNITS SPACED 22" C -C. SIDE, CONSTRUCTION,�OINT o APPUCAB SPECIFICATIONS STATION, T E X ( S PAVEMENT DOWEL EXPANSION JOINT (IBJ' JOINT SEALER 38DETECTABLE WARNING PAVER NOTES: SEGS' ONA01 ZONING4 C10% " SAWED OR FORMED, 1, SIDEWALK PLACEMENT SHALL BE IN 2 (MIN} D/4 1/8 TO 3/16 SEAL WITH EXPANSION ACCORDANCE WITH B/CS UNIFIED sw2-03 2.14 ACRE TRA P T, 3/8" R JOINT MATERIAL, MIN. DESIGN GUIDELINES. -- 2. FINISH: LIGHT BROOM FINISH. JOINTS v LOT 2, BLOCK , •104�-TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK TOW E R PO I N 3. (� ) ' A A a " • " - WIDTH. EXPANSION JOINTS W 60 O.C., CONTRACTION JOINTS O 4' O.C. 1 1/2"-•'� 3. DOWEL IN AND TIE TO ANY CONCRETE 2'- W DEFORMED TIE BARS SAME STRUCTURE ADJACENT TO SIDEWALK DIAMETER AND SPACING AS PAVING SIDEWALK CONTRACTIONJOINT (DRIVEWAY, INLET BOX, CURB, REINFORCING JUNCTION BOX, ETC.) WITH #3 x 12" NOTE: TO BE LOCATED AT CENTERLINE OF ROADWAY BARS O 12" O.C. OR #4 x 12w BARS .(VIAL SPACING 0 10; MAX. SPACING O 2W) 4. 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE PAVEMENT LONGITUDINAL JOINT (dJ) 3'-0" MIN. 6'-O" VARIES MATERIAL COMPACTED TO DENSITY AT LEAST 989. OF MAXIMUM DRY DENSITY AS DETERMINED BY PAVEMENT 3/8" �.- '2% MAX. PROCTOR COMPACTION TEST ASTM SECTION D/4 JOINT SEALER D698 (STANDARD) AND SHALL BE • : _ 0-4R WET OF THE OPTIMUM �� 1. 12"(MIN.), .••: • •r.',•:••'- -: 'MOISTURE CONTENT •':• SEE NOTE 4 lipTo • • ra, 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF NOTE 1: JOINT TO BE SPACED AT 10' MiN. TO #3 BARS O 12' O.C.E.W. OR 28 -DAY CONCRETE SIDEWALK. 20' MAX. BETWEEN DOWEL EXPANSION JOINTS. #4 BARS N9 18" O.C.E.W. STRENGTH =3000 psi {VEHICULAR PAVEMENT) (4" THICK MIN.) CONTROL JOINT (CJ) SEE FINISH NOTE sEAUkNT - DEPTH AS 1/8" TOOLEDEDGE ALONG 1NIINOR COLLECTORS PER MANUFACTURER'S RECOMMENDATIONS AND LARGER FOAM BOND BREAKER" V CONCRETE BODE W RL K TIGHT TO SIDES 1/8 '� REMAINDER OF VOID ° NOT TO SCALE SIZE JOINT MAT. TO CONFORM TO PAVING � � N; '•. •r�.'I it "•gyp at1•t" 'y,.V :t ,,.' '�;+ wr' {' PROPOSED 8" STABILIZED SUBGRADE Stall BE A MINIMUM OF 6% LIME BY WEIGHT OR 5% CEMENT BY WEIGHT AND COMPACTED TO 95% STANDARD PROCTOR DENSITY IN A RANGE OF 1% DRY TO 3% WET OF OPTIMUM MOISTURE CONTENT. EXTEND STABILIZED SUBGRADE 2 FEET BEYOND EDGE OF PAVEMENT 4 0UNPr',5z-�qTE[R PAD PAVEN N NOT TO SCALE SUBDIVISION, PHj,, NSE �a 1 B, ROBERT W STEVENSON SURVEY, U A-54 I' IN ASSOCIATION WITH TYPI CAL PAR iNG SPACE OUT HMDICAF SYM9a. CURB COLLEGE STAT I N PANTED LUE MARKETPLACE, 4" WIDE LNI U LLP I PANTED WH + 4' WHITE PANT) 2' C -C (TYP) ( 520 POST OAK BOULEVAR D SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188 DEPTH & SEAIANTIiA DICAV��E�i`P U?�AP$I�I�GS I FAX: 713-623-0178 MUWUF'S REQUIREMENTS P PAVINQ JOINT 8i1ALANT CONCRETE RE`�E PAVEMENT JOONTS � OF EMIRDING NOT TO SCALE 130M CWT mm PER cEwl SEALM DETAIL- curs �< W/ RWOOHE 3/A' RDNDOD RMWED SUBfytAOE Ta' SW nTSODEMIn ALK DE` ROLA, AT o MOL�,DONG OR R C UR o NOT TO SCALE NOTE: I I OFY PANT COLOR WITH OWNER. YPOC L� D A VENENT HARKONGS 4` NOT TO SCA I Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 4" 120I 11 18" oFTF-i'!i+ 3F 4g /...:.......................• ■ % N S. R• PINNAPUREDDY -P ..•0000.►..-..- ................/ j4 ; 89577 i I I _ Ex r. Cow. PVM'T. BREAK OFF - -1 1/2' SAWED JOINT (iYP) `4 TYPE' EXPANSION JOINT." �..� ' . •. - ' i ' a ' ° •.; EXISTING CURB Ac GUTTER ELEV. - T/C ELEV.+ 3' r" `' Rap ""� '• �' "• NO. DATE REVISION TO BE REMOVED KEEP 8• RISE TO -• v " = A ,A 16 MATCH FL of :�::.� ....-......._......._........ BEND STEi3. BACK TO ....... ..:::::. a::::::.. R EXISTING GUTTER viiir :„i{ivsti }i?tium?ii. N ORIGINAL POSITION AND - ;:: �� g SPUCE, MINIMUM LAP OF 'i:i►':: en,.,....... EXISTING PVMT 3* 107. REINFORCING TO •. : •- ��PO ILHANDICAP©OOAP SYMBOL MATCH EXISTING. 9 NOT TO SCA •:CELLENi STAB. SANDY' 5 SACK CONCRETE {1.5 SIUIIC PER 70NY SELECTED BACKFILL CUSHION - 3- SE - ' "se`.:'4 'r: i ti;� WALK BACK WiTH A PIECE OF • EXISTING BASE M►� DRIVEWAY APRON SFW! r..++° •`.C`r tii.. EQUIPMENT OR LOADED 'TRUCK.' —D AY �R�SRENGTHW/#4 DEFORMED TIE BAR BARS O 18 O.C.E.W. ASPHALT APRONS W/O CURB & GUTTER VARIES • � N j4 X 1B' O.C. .FOR TYING NEW SHALL E ALLOWED ON OP E CONCRETE ,n EXISTING DITCHESTREET SECTIONS CONCRETE PAVEMENT Y. 9� : R E ONLY CONCRETE PAVEMENT o paDR D SEMONAA f— 4 NOT TO SCALE KING i A- TYPE 'G' EXPANSION JOINT 0'-6” SIDEWALK BEYOND d io DESIGNED BY CURB BEYOND R 4 1/2' CONCRETE REiNF W/ #3 , - — — PROPERW LINE (MiN.) 24 BARS s 18 o -C 1:12 MAX AP SLOPE AT RAMP LU VARIES CONCRETE PAVING " REVIEWED BY *MAINTAIN 2X MAX RETURN CURB TO HAVE RE DETAIL ,-... CROSS SLOPE A ROLL FACE DIMINISHINGN K5' c�3 AT RADIUS POINT. _ ■ . IF TYPE 'D' SUBGRADE AMBULATORY RAMP RE SPECiFICA71ONS ra'j 3 7 8" DRAWN BY 25' MIN. REMOVE CURB LONGITUDINAL SLOPE 1:12 MAXTHRU AMP JOINT /4 DOWELS PROVIDE WARNING N O 24' 0-C DETDCTORS PER BP t SIDEWALK 'W * SIGMTYOflI A—A AMERICANS WTTH DLSA UTIES ACT i WITHIN RAMP NEATcur �I °o lUV OM VNCAE e SEE PLAN FOR WiDTH sAW sew cuT AMERICANS DUTIES + � THE RAMP SURFACE, INCLUM CUREIM. l 15 TO BE CONSTRUCTED OF A CONTRASTING WiTH A11 1' TYPE c• A NEAT EXt5TiPTG CURB GUTTER To COLOR FROM THE ADJACENT SIDEWALK. COORDINATE THIS COLOR WTM THE .:,: CURB DOWELED ON EXPANSION JOINT SAW cur BE REMOVED trtflACE STREET LEXISr SURFACING A , ,gam OWNER/ARCHETECT. —� (TYPjz �•, PROJECT NUMBER ' DATE os SHEET TITLE N 3/4WIDE x 1/4■ DEEP GROOVES "��JE AU2 C -C AND RWITH BROOM FH i �I °o lUV OM VNCAE e N Z AMERICANS DUTIES DETAILS WiTH A11 WITHIN R4fP LEXISr 2 1/2' 0 PD. GALV. STLN (TYPjz A PIPE SET IN CONCRETE v c FOOTING 8 0 x Y-0' of SHEET NUMBER WHEELCHAIR RAMP AT SIDEWALK 13r IN PUBLIC RIGHT OF WAY NOT TO SCALE 16 TYPICALDI ASK C4.1 Copyright © 2009 WALTER P. MOORE AND ASSO I IATES, INC. i NOTES: METER BOX OR STANDARD 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: SHALL BE USED AT EACH MANHOLE IN NEW JrOCATIDJy COMPACTION REQUIREMENT OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL PAVEMENT 98 X STANDARD PROCTOR - ASTM D 698 BETWEEN RING/COVER. ADJUSTMENT RINGS LANDSCAPE AREA 90 X STANDARD PROCTOR - ASTM D 698 AND CHIMNEY OR CORBEL/CONE SECTION. MANHOLE DIA. MAIN SIZE 4 FT <18irt. 5 FT ,bin. <30in 6 FT 236in. PROP 8'X8' ROOF CLEAN-OUT BOOT Mill PER ARCA PLAN I& SELECT MATERIAL NOTES: 1' SO FIM CiMW PROP BUILO il, nNFSH GROUND r OR PMMTAPPLICABLEE PW AS E OIAPPLrABLE LAPPLIGId01IT SEALANT 5. NO RINGS ARE REQUIRED OU15IDE OF STREET RIGHT-OF-WAY 3. MANHOLE BASE THICKNESS AND FOUNDATION 1, RJ11Y BOiD BRSAAR0 AS FOLLOWS: 6. IN FLOODPLNNS OR AREAS OF CONCENTRATED � tEi1�lOFR OF�VOD r MANHOLE DEPTH (FT.) BASE THICKNESS FLOW. THE CONE SHAD. EXTEND t FOOT ABOVE SEE NOTE 7. 0 - 12 87 THE BASE FLOOD ELEVATION OR A BOLT DOWN 12 AND OVER 12' WATER -TIGHT RING AND COVER SHALL BE USED. VENTED WHERE REQUIRED. ® PRIM WATEI M 12NIf CRATE 7. WARNING SIGN ONLY TO BE PLACED WHERE CufECIN IN FII(. MM ' FMNM 18Ei SEWER CROSSES OPEN FIELDS. SEWER SIGN OF 11E INLET MANHOLE SIGN 1G' PVC PPE S' CLEAN OUT STACK {SEE DETAIL 53-05) iRMM WCC DIP OR PVC FOR EARTH. SEE BEDDING STD. DUCTILE IRON MANHOLE COVER 3' MIN. 6.-0, CONMCTION MUKOD8 AND TRENCH DETAIL AND FRAME (30" DIA• OPENING) OR EQUAL 12 MAX. SEE NOTE i ... a tere u p PF10P $W ROOF PMSIDIT OR s` " SEE NOTE t. % p � PER ARM CROtRO�\ 2'-6" .. PRECAST REINFORCED <, a x CLASS A CONC. CONC. MANHOLE SECT. 1„ VARIES 3000 PSI IN 28 DAYS ASTM DES. C-478 2 -0' ` 2" CUSHION REQUIRED VARIES 8 GREEN, HEAVY CEMENT STABILIZED \ FOR ROCK. CONCRETE (SEE TABLE) ;+ '<. •,'•a•° BACK FILL AROUND MH SHALL VARIES WING CHANNEL P09T FtOOF pRllL t?Yk e VA RES :- .r •r,:.t"`'i BE AS PER NOTE 4. Y SAND AS SHOWN. 9" ' K 5' MIN. (SEE TABLE) r RUBBER -GASKET JOINTS NOT LESS THAN 3" SFAL ME= PLUG- * W/ MORTAR SEALANT INSIDE AT ALL JOINTS) ° INVERT = 3/4 DIAMETER OF PIPE4G UP TO 24'. 24" AND LARGER PLUG 6' MIN. 4Y NYE BIWO 8. PPE 2•-0'w %r.•.'O' xf'0i• rtr r> SHALL BE FULL DEPTH INVERTS. •. ° x a. CONCRETE a e BASE WATERSTOP-PIPECONX ° ° ' •'r P r•. MANHOLE ADAPTER SEAL. #4 BARS, 8" O.C.E.W. OR APPROVED EQUAL 4 BARS BENT O 90 AND;; ,• ONX (2 REQ'D) NOTE DEPTHS GREATER THAN 12' MANHOLE ADPAPTEREtSEAL. TIED TO WALL AND BASE. 45" BEND WILL REQUIRE 2 MATS OF OR APPR0V� EQ 04 BARS. 8" O.C.E.W. tUl6 REINFORCING STEEL IN THE l2 REQ'D NOTE DEPTHS GREATER THAN 12' BASE. WILL REQUIRE 2 MATS OF©®� D�Q�UV �OUVUV���IlOUV 4 �7AND QRO CLEAN OUT CASTINPLACEMANHOLE REINFORCING STEEL IN THE BASE. A CONNECTION PR�CASTMANHOLE NOT O SCALE FOR e STANDARD AN ARD M;NGOLE in NOTE USE POLYETHYLENE WRAP OR V^"Al ft-. nn.,nsr, e• - - - �-� VULCAN MODEL V-1412 MANHOLE FRAME AND VENTED UD LETTERED CONSTRUCTION 2-#4 BARS "STORM'. JOINT CONT. (TYP.) J4 BAR 12" 1/2' RADIUS C.C. (TYP.) PAVEMENT 18` 32" 12' CONCRETE CAP } {MIN.) 3" MIN. RADIUS 1 /2" NATURAL GROUND TRENCH WIDTH BUT NOT MORE THAN 45'. ' f 8" CONCRETE BACKFILL WITH 12 OR BRICK CEMENT STAB. SAND IN PAVED cAREA 4 U) a UJI V-0" MIN. > (PIPE DIA. PWS BRICK WALLS TO BE 12" THICK BELOW THIS POINT WHEN MANHOLE ' o�� DEPTH IS MORE THAN 45'8 FL Q4f • Q� 4' 1/2' MORTAR JOINTS IXCAYATED FROM THE DITCH, HiGH IS FREE OF 1 • .FOOT AND TJiEINiCHlNG WIIN}N ROCKS, LUMPS. CLODS OR DEBRIS ER THAN TWO (2) INCHES IN THE LARGEST DIMENSION COMPACTED TOA ALLAA4EDI ARIAS SEE' DETAALS FOR MINIMUM OF 9OX OF MAXIMUM AS DETERMINED BY OPEI CUT WREM ASTM D698 (STANDARD) AT A MOIST IRE CONTENT WITHIN OPTIMUM TO +4X OF MUM UNDER N N -STRUCTURAL 2• Go c , F PIPE AREAS_ _(ie...YARDS. PASTURES. EASEMENTS AND TOA yv� MINIM OF 98 OF MAXIMUM DENSITY DETERMINED BY ASTM 0�6�9�8y (STANDARD) AT A MOISTURE CONTENT Ij VI�AQ�'fENT ARFA5,4X OF OPTIMUM UNDER NEW STREET 3, a�SIIA ACCORDAN� ® MATERIAL SHALL SSHALLL BE BANK RUN RIVER SAND WHICH IS FREE 4• CQ I I TAMPiNG.E ATTAINED BY OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS. OR ORGANIC app N p MATERIAL AND WHICH WHEN TESTED W STANDARD l�ENCE �F�ENGiNEER. LABORATORY METHOD§, MEET THE FOLLOWING REQUIREMENiS: 5• MAXIMUM LIQUID LIMiT 45 �I MAXIMUM PLASTICITY INDEX 15 8• MAXIMUM PERCENT PASSING200 SIEVE 35 MINIMUM PERCENT PASSING 3/44' SiEVE 100 I - THE MATERIAL SHALL BE FREE FLIDWING AND WHEN WET, SHALL 7, IAli � pAND NOT ADHERE TO .FORM A BALD_ WHEN PRESSED IN THE HND. ( 8� QAY. - (C) CEMENT STABILIZED SAND 8• }OTPF 1 fpT4�pus" ST•4-00, ORIGINAL GROUND OR -79. ORIGINAL GROUND BOTTOM OF SUB -GRADE ��NN IN FUTURESTREET IN FUTURE STREET AREA II i0 NG t BTAREA AREA . M7 A SELECT MATERIAL. ; • �'. . , © CEMENT STABILIZED SAND r, .•r� .�• r�� ��• 8 -12 © (MANUALLY CONSOLIDATE 4, AT OPTIMUM MOISTURE) UNDISTURBED SOIL '' ' ,.,� PIPE � • i • r'. 4 O.D. PI 6' MIN./12' MAX. ' PLACE METAL DETECROR O.D. TAPE AT A MNMUM OF 24 A9WE TOP OF PIPE OPTIONNO.1 ° MI ./12' MAX. OPT( NMb. 2 TO PREVENT CONCRETE FROM STICKING TO PLUG. C SPECIAL CONDITIONS o CDD D � � AND �[`�!� , �1 �' �� TEE SCHEDULE 1 -METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE D D D D D H (� ID THRUST C A VOLUME 09 l':.S I lJ LA U U 4581 0.3 2• PIPING APPARATUS WILL METAER MINIMUM TOHFE VAULT ES FROM BOTTOM OF ANY R „ O � � o � I ('„e,' I p 1012 3• REINFORCED TANND RD FIVE SACK CONCRE E MIX (FLOOR) REINFORCING COMPRISED F USING A w D a o� a �' - N EWA_ -- D 3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 (TACHES. m 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON POUR AGAINST MECHANICAL. JOINT PIPE. UNDISTURBED HORIZONTAL THRUST BLOCK SCHEDULE VACrM 5 VALVES SHALL MEET THE City SPECIFiCATTONS FOR TEE THRUST BLOCK THRUST BLOCK NOTES: gp5� t. �1 pL CALCULA1a0NS ARELLLER ON INTERNA OF 2 poi FOR 24 AND 5 INNER D1AM PIPE 2. PLAACEDB iGVS'T NU DISTU DTME R'TH OR�R�KSWLLL BE 3. CONCRETE FOR BLOCKING SHALL BE 2000 pat. 4.,�r�DIMENSIONS MA�MAY BE VARIED AS REQUIRED BY FgIIELD WHERE CONCRETE BLDCKINSBY }HIALL NOTA BSE LJ3TM'.E5 T�FiALLNMSHOWN HERE BEND SiZE C G VO E h0r. " 5.0 jA 1.5 0.9 2.7 0.4 0 12 6.5 2.5 1.5 1.2 4.0 1.0 45- 2.0 2.0 1.5 0.9 1.5 0.2 3.5 2.5 1.5 1.2 2.2 0.5 22.5- 8 8° 1.5 1.511.5 0.9 0.8 0.1 0.12T2.0 2.511.511.2 1.1 0.3 • 1.0 1.511.510.9 0.4 1125 0.1 0.12 1S 1.5 1.5 1.2 0.6 0.1 • VALVES. i " 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. 2X4" WIRE MESH �'' FASTENED TO MESH APPROVED 3' OR LARGER COMPOUND SEDIMENT CONTROL FABRIC METERS. VAULTS & MATERIAL FASTENED SECURELY TO APPROVED METERS - SENSUS SRH (U. S. GALLONS) T -POST & WIRE MESH APPROVED VAULTS - PARK DMC -BR 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTiL ALL CONCRETE PRE -CAST CONCRETE VAULT WiTH METAL T -POST BLOCKING HAS REACHED 1500pal. ADEQUATE ACCESS AND VAULT DIMENSIONS AS REWD. TO MAINTAIN. 8' OF FILTER FABRIC TO DMO THRUST BLOCK DETAILS FOR METER SELECTED SPACED 6' APART VALVE INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL APPROVED MATERIALS -DUCTILE IRON PIPE WITH MECHANICAL + rr ppppU�R CO RAE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTIi EXTEND BEYOND JOINTS JOINT. SET SCREW RETAINER GLANDS WILL BE USED ON ALL M. J. FITTINGS. ALLOW 2.5' TO 5' AT TOE OF WATER ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, SILT FENCE AND[OR SLOPE FOR SEDIMENT M �, PIPE VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER HAY BVES TO E ACCUMULATE ALIGN FENCE ;;:•••. ; r ,W.: : ; • ,. USED iN AREAS OF ,1y,1; ,• �:;• . SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. DRAINAGE FLOW. ALONG SLOPE CONTOURS. i'T•i• .7A }• r 4 �r 'y Y .f •r X - '• ` ' CONCRETE VAULT ' r 'tr.:"�j :{ THRUST • t9 .. NATURAL GROUND r DLAW o IREC110NF F PIPE JOINT ate. } f !} �• }p !ft 11 4, .. •.... .... • i . SEC!'IONXX omPOUR C)NCREiE O ® I I BETWEEN BRICKS ANDAGAINST, UNDISTURBED 4 20" EARTH a AT BASE PLAN VIEW METER ;^ , r i. 1> . f r I. .' =ir: rc�i. t Ir T t. • t• tv CONCRETE) 6'-0" MINIMUM STORM SEWER MANHOLE NOT TO SCALE V SELECT NATIVE MATERIAL NOTES: MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF, de's ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION). COMPACTED TOA 2" MI r MINIMUM OF 9OX OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN Y� DEMWATOW OF OPTIMUM UNDER NON-STRUCTURAL PIPE O.D. AREAS (is ... YARDS. PASTURES. EASEMENTS) AND TO A 8 ° MINIMUM OF 98X OF MAXIMUM DENSITY AS DETERMINED (4" MIN.) �r'Y BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +0 OF OPTIMUM UNDER FUTURE STREET AREAS. 'F PE MUST DESIGN TRENCH DETAIL THE TRENCH BOTTOM SHALL BE SITE SPECIFIC FOR HDPE PIPE. GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PiPE BARREL BETWEEN BELL HOLES. CONCRETE PIPE �- COMPACTED CEMENT STABILIZED SAND, 1-1/2 SACK/CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. I- 8" MIN./12" MAX. S ` }} �r M (� R () p (I O (� WATER MAIN ASNEQ VCAELVEONNEC110N AULT FLOOR (6' UP) X X "O NE u EIt'1Z V AULam,7 !n1 i.7 'EN LLL,V (n� ^SYM�L S�L� t! F15UYJCLS 1n1S6EMBLY I SAND BAG ROCKS. LUMPS, CLODS. OR DEBRIS LARGER THAN TWO (2) ))�� INCHES IN THE LARGEST DIMENSION COMPACTED TO 1 QNSTREETS. . Y� t sasr MINIMUM OF 90% OF MAXIMUM DENSITY AS DEi'ERMINED BY .m��.>�::�••,•<T ASPM 0898 (STANDARD) ATA MOISTURE -SIR WITHIN 2. E s OPTIMUM TO +4X OF OPITMUM UNDER NON-STRUCTURAL �j .. .{..��; AREAS (to .. YARDS. PASTURES. EASEMENTS AND TO A MINiMUM OF 98X OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698STANDARD) AT A MOISTURE CONTENT WITHIN 3. ��t Tl OPTIMUM M +4% OF OPTIMUM UNDER NEW STREET AND `Vmp IN PAVEMENT AREAS © GRANULAR MATERIAL 4- L�pMP/LCTiON SHUT gE ATTAINED BY CINDER BLOCK MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE MECFiAMN111CCAAlL TAMPING' NEAREST BELLJOINT OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 5. (TYP. EOL END) 1' MATERIAL AND WHICH. WHEN TESTED BY STANDARD �LANKING ° - 0g) :: • ...... .� .,L LABORATORY METHODS, MEET THE FOUDWING REQUIREMENTS: H 4 MAX 8'8" TVP. MAX MAX 6'8° TVP. B'8' TVP. MAX A? P kg`> ...: g� ,Q C� per• MAXIMUM LIQUID LIMIT '� $. ST4- tP� ST4-02.A1L5• ST4-00. 1" 1� �...tG�a�xyt�L MAXIMUM PLASTICITY INDEX �k 4, 15 0 CTR v STRUCTURAL BACKFILL AREA INCLUDES r x3,x -t N MAXIMUM PERCENT PASSING NO. 200 SIEVE _ 35 ALL PAVED AREAS (SIDEWALKS. STREETS. ALLEYS. MINIMUM PERCENT PASSING 3/4" SIEVE 100 DRNEWAYS,AND PARKING AREAS) AND SHALL ROCK AD EXTEND 5' BEYOND THE CURB UNE STRUCTURAL. 3/4" TO 1 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET. SHALL TABUZED (OPTION NOT ADHEREE BACKFILL SHALL BE CEMENT S TO FORM A BALL WHEN PRESSED IN THE HAND. NO. 2 IN 52-02) OR EXCAVATED SOIL COMPACTED �8• 1' MIN. CLR. CASING SPACER 3 1`.'J CEMENT STABILIZED SAND TO 98X MAWMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO +0 WET OF OPTIMUM SRR STEEL (OPTION NO. 1 iN S2-02) H/C 5* PIP i -PC. PULL -ON WATER ANG NOTE: 0 TIGHT NEOPRENE END SE&L W/ S!• STTEMPORARY DEVICES AROUND STORM CLAMPS APS OR DRAINS ARE USED TO DETAIN AND/OR CZ7 ORIGINAL GROUND IN ••pSI• FILTER SEDIMENT -LADEN RUNOFF. FUTURE STREET AREA !pw A THE PROTECTION ALLOWS SEDIMENT �`" ADJUSTABLE TOP RUNNERS AOSETTLE STORM DRAIN RTO INLITOR DISCHARGE CH INTO 0 2' @* TO MAINTAIN t' MAX CLR. SAND BAGS SHALL BE UV RESISTANT o ;� I AND MUST NOT DEGRADE DUE TO PAVEMENT AREAS NOTE: CASING SPACERS 30' MAX ATMOSPHERIC CONDITIONS. SAND BAGS _ 1' ► ' L 4 -RUNNER' MIN. (THROUGH 24' DIA SHALL BE REPLACED UPON FIRST SIGN 1 ;� ti ; c SELECT MATERIAL • > + J OF DETERIORATiON. � t2' MW. �'�:t;•t':`r r �-% � ¢ � CASING) 6 -RUNNER MIN. STEEL CASING CEMENT STABiUZED SAND 12 MIN. (MANUALLY i o CONSOLIDATE d 'c'C:: : S;•.. • AT OPTIMUM C) g B S :: •: MOISTURES PIPE `' ` ;�+' c-� i`�::;;:er, CD :.r.. S', `••:r, PIPE � I UNDISTURBED SOIL -•�' A `r .'7X ---���i1i PIPE ham- M D.D. PIPE 0.0. • MIN./12' MAX. E PLACE METAL DETECTOR 6- MIN./12" MAX. CL CD OPTIONNO.1 TAPE AT t2"-18• DEPTH. OPTION NO. 2 �r , �3 N . o LEDD09NO AND TRC�l�n CI �0 D D D D D D D N uIffFE (24 -42 DIA. CASING) STAINLESS BAND CLAMP STL TYPE334; 8• WIDE BAND AT SPRINGLINE W/ POLYMER RUNNERS: CENTERED W WIDE BAND STAINLESS A A/B/C OR NOK -Cy NTERED; CLEAR BELL. STEEL.�,E 304) RESIT AIN FROM FLOTATION; ►. :,,..• IONRSULA D• "ASPS, INC., MOD SS18" PROVIDE 4 NEOPRENE INSULATION SLEEVE ►. ' �. • ► RUNNERS AT �SIDEWALK BETWEEN PIPE AND BAND • BOTTOM 5' FILTER FABRIC NOT TO COVER DRAIN INLET FILTER t n FABRIC SAND HAY BALES META. T -PO: AS REWD. TO MINTA 45' MIN POLYMER RUNNER (TVP) r 9� 0 W R CAffl Q DUUQ�� 9M D C Obi T NOT TO SCALE SYMBOL AL FOLL F©0 �8_` E W E R Hao B' SECTIONA A 6' MIN. DEPTH STONE (ASTM D448, 3" TO 5 DIAMETER) OVER GEOTEXTILE FABRIC WITH SAME SQUARE FOOTAGE. EXISTING 0-i - SYMBOL C N 1 53 u NOTE: DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. Jr■ MINIMUM 12' SHALL BE FULL IDTH OF SITE ENTRANCE � VARIES TO t Q0. EXI WALTER P MCS ARE WALTER P. MOORE AND ASSOCIATES INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713,630.7'396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES L S VEGAS PROJECT NAME I SCOTT & WHI E MEDICAL CLINIC ARRINGTON RID. COLLEGE STATION, TEXAS ZONING C1 0V 2.14 ACRE TRACT, LOT 2, BLOCK 4, TOWERPOINT SUBDIVISION, PHASE 1 B, ROBERT STEVENSON SURVEY, A-54 IN ASSOCIATION WITH COLLEGE STATI N MARKETPLACE,, LLP 520 POST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188 FAX: 713-623-0178 Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 s � OF TIIII owl .........................a..• S. R. PINNAPUREDDY s ............................ = / j 89577 .r/ e� a/ NO. DATE REVISION DESIGNED BY AP REVIEWED BY KS DRAWN BY BP PROJECT NUMBER 23-05040-04 DATE 08-2 -2009 SHEET TITLE DETAILS SHEET NUMBER C4.2 I Copyright O 2009 WALTER P. MOORE AND ASSOCI nm_ S, INC. VALVE < + rr ate. } f !} �• }p !ft 11 4, .. •.... .... • i . SEC!'IONXX omPOUR C)NCREiE O ® I I BETWEEN BRICKS ANDAGAINST, UNDISTURBED 4 20" EARTH a AT BASE PLAN VIEW METER ;^ , r i. 1> . f r I. .' =ir: rc�i. t Ir T t. • t• tv CONCRETE) 6'-0" MINIMUM STORM SEWER MANHOLE NOT TO SCALE V SELECT NATIVE MATERIAL NOTES: MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF, de's ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION). COMPACTED TOA 2" MI r MINIMUM OF 9OX OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN Y� DEMWATOW OF OPTIMUM UNDER NON-STRUCTURAL PIPE O.D. AREAS (is ... YARDS. PASTURES. EASEMENTS) AND TO A 8 ° MINIMUM OF 98X OF MAXIMUM DENSITY AS DETERMINED (4" MIN.) �r'Y BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +0 OF OPTIMUM UNDER FUTURE STREET AREAS. 'F PE MUST DESIGN TRENCH DETAIL THE TRENCH BOTTOM SHALL BE SITE SPECIFIC FOR HDPE PIPE. GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PiPE BARREL BETWEEN BELL HOLES. CONCRETE PIPE �- COMPACTED CEMENT STABILIZED SAND, 1-1/2 SACK/CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. I- 8" MIN./12" MAX. S ` }} �r M (� R () p (I O (� WATER MAIN ASNEQ VCAELVEONNEC110N AULT FLOOR (6' UP) X X "O NE u EIt'1Z V AULam,7 !n1 i.7 'EN LLL,V (n� ^SYM�L S�L� t! F15UYJCLS 1n1S6EMBLY I SAND BAG ROCKS. LUMPS, CLODS. OR DEBRIS LARGER THAN TWO (2) ))�� INCHES IN THE LARGEST DIMENSION COMPACTED TO 1 QNSTREETS. . Y� t sasr MINIMUM OF 90% OF MAXIMUM DENSITY AS DEi'ERMINED BY .m��.>�::�••,•<T ASPM 0898 (STANDARD) ATA MOISTURE -SIR WITHIN 2. E s OPTIMUM TO +4X OF OPITMUM UNDER NON-STRUCTURAL �j .. .{..��; AREAS (to .. YARDS. PASTURES. EASEMENTS AND TO A MINiMUM OF 98X OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698STANDARD) AT A MOISTURE CONTENT WITHIN 3. ��t Tl OPTIMUM M +4% OF OPTIMUM UNDER NEW STREET AND `Vmp IN PAVEMENT AREAS © GRANULAR MATERIAL 4- L�pMP/LCTiON SHUT gE ATTAINED BY CINDER BLOCK MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE MECFiAMN111CCAAlL TAMPING' NEAREST BELLJOINT OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 5. (TYP. EOL END) 1' MATERIAL AND WHICH. WHEN TESTED BY STANDARD �LANKING ° - 0g) :: • ...... .� .,L LABORATORY METHODS, MEET THE FOUDWING REQUIREMENTS: H 4 MAX 8'8" TVP. MAX MAX 6'8° TVP. B'8' TVP. MAX A? P kg`> ...: g� ,Q C� per• MAXIMUM LIQUID LIMIT '� $. ST4- tP� ST4-02.A1L5• ST4-00. 1" 1� �...tG�a�xyt�L MAXIMUM PLASTICITY INDEX �k 4, 15 0 CTR v STRUCTURAL BACKFILL AREA INCLUDES r x3,x -t N MAXIMUM PERCENT PASSING NO. 200 SIEVE _ 35 ALL PAVED AREAS (SIDEWALKS. STREETS. ALLEYS. MINIMUM PERCENT PASSING 3/4" SIEVE 100 DRNEWAYS,AND PARKING AREAS) AND SHALL ROCK AD EXTEND 5' BEYOND THE CURB UNE STRUCTURAL. 3/4" TO 1 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET. SHALL TABUZED (OPTION NOT ADHEREE BACKFILL SHALL BE CEMENT S TO FORM A BALL WHEN PRESSED IN THE HAND. NO. 2 IN 52-02) OR EXCAVATED SOIL COMPACTED �8• 1' MIN. CLR. CASING SPACER 3 1`.'J CEMENT STABILIZED SAND TO 98X MAWMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO +0 WET OF OPTIMUM SRR STEEL (OPTION NO. 1 iN S2-02) H/C 5* PIP i -PC. PULL -ON WATER ANG NOTE: 0 TIGHT NEOPRENE END SE&L W/ S!• STTEMPORARY DEVICES AROUND STORM CLAMPS APS OR DRAINS ARE USED TO DETAIN AND/OR CZ7 ORIGINAL GROUND IN ••pSI• FILTER SEDIMENT -LADEN RUNOFF. FUTURE STREET AREA !pw A THE PROTECTION ALLOWS SEDIMENT �`" ADJUSTABLE TOP RUNNERS AOSETTLE STORM DRAIN RTO INLITOR DISCHARGE CH INTO 0 2' @* TO MAINTAIN t' MAX CLR. SAND BAGS SHALL BE UV RESISTANT o ;� I AND MUST NOT DEGRADE DUE TO PAVEMENT AREAS NOTE: CASING SPACERS 30' MAX ATMOSPHERIC CONDITIONS. SAND BAGS _ 1' ► ' L 4 -RUNNER' MIN. (THROUGH 24' DIA SHALL BE REPLACED UPON FIRST SIGN 1 ;� ti ; c SELECT MATERIAL • > + J OF DETERIORATiON. � t2' MW. �'�:t;•t':`r r �-% � ¢ � CASING) 6 -RUNNER MIN. STEEL CASING CEMENT STABiUZED SAND 12 MIN. (MANUALLY i o CONSOLIDATE d 'c'C:: : S;•.. • AT OPTIMUM C) g B S :: •: MOISTURES PIPE `' ` ;�+' c-� i`�::;;:er, CD :.r.. S', `••:r, PIPE � I UNDISTURBED SOIL -•�' A `r .'7X ---���i1i PIPE ham- M D.D. PIPE 0.0. • MIN./12' MAX. E PLACE METAL DETECTOR 6- MIN./12" MAX. CL CD OPTIONNO.1 TAPE AT t2"-18• DEPTH. OPTION NO. 2 �r , �3 N . o LEDD09NO AND TRC�l�n CI �0 D D D D D D D N uIffFE (24 -42 DIA. CASING) STAINLESS BAND CLAMP STL TYPE334; 8• WIDE BAND AT SPRINGLINE W/ POLYMER RUNNERS: CENTERED W WIDE BAND STAINLESS A A/B/C OR NOK -Cy NTERED; CLEAR BELL. STEEL.�,E 304) RESIT AIN FROM FLOTATION; ►. :,,..• IONRSULA D• "ASPS, INC., MOD SS18" PROVIDE 4 NEOPRENE INSULATION SLEEVE ►. ' �. • ► RUNNERS AT �SIDEWALK BETWEEN PIPE AND BAND • BOTTOM 5' FILTER FABRIC NOT TO COVER DRAIN INLET FILTER t n FABRIC SAND HAY BALES META. T -PO: AS REWD. TO MINTA 45' MIN POLYMER RUNNER (TVP) r 9� 0 W R CAffl Q DUUQ�� 9M D C Obi T NOT TO SCALE SYMBOL AL FOLL F©0 �8_` E W E R Hao B' SECTIONA A 6' MIN. DEPTH STONE (ASTM D448, 3" TO 5 DIAMETER) OVER GEOTEXTILE FABRIC WITH SAME SQUARE FOOTAGE. EXISTING 0-i - SYMBOL C N 1 53 u NOTE: DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. Jr■ MINIMUM 12' SHALL BE FULL IDTH OF SITE ENTRANCE � VARIES TO t Q0. EXI WALTER P MCS ARE WALTER P. MOORE AND ASSOCIATES INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713,630.7'396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES L S VEGAS PROJECT NAME I SCOTT & WHI E MEDICAL CLINIC ARRINGTON RID. COLLEGE STATION, TEXAS ZONING C1 0V 2.14 ACRE TRACT, LOT 2, BLOCK 4, TOWERPOINT SUBDIVISION, PHASE 1 B, ROBERT STEVENSON SURVEY, A-54 IN ASSOCIATION WITH COLLEGE STATI N MARKETPLACE,, LLP 520 POST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188 FAX: 713-623-0178 Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 s � OF TIIII owl .........................a..• S. R. PINNAPUREDDY s ............................ = / j 89577 .r/ e� a/ NO. DATE REVISION DESIGNED BY AP REVIEWED BY KS DRAWN BY BP PROJECT NUMBER 23-05040-04 DATE 08-2 -2009 SHEET TITLE DETAILS SHEET NUMBER C4.2 I Copyright O 2009 WALTER P. MOORE AND ASSOCI nm_ S, INC. -- ----- ------ 1/2- MJ PLUG -VALVE BOX AND SHAFT EXTENSION #4 BARS CONT. _6" EXIST. G CAST IRON VALVE BOX COVER (TYP.) 3" r-H.MAC. PAVEMENT (SEE 2' X 4� X 6* CONCRETE SLAB SEE C2.0 3" R PAVEMENT SECTION FOR AMERICAN FLOW CONMLQ #4 EARS 0 18" C -C MATERAIL AND DEPTH) A- 3w TRENCH ADAM OR AN APPROVED e APP100 EQUAL PPE MATMAL J TAPPED CAP C%4 WATER MAIN CONCRETE BLOCKING M EXISTING FG VARIES 44-'g- -: BE IN ACCORDANCE4 W;v o. e. wo •\_6* CRUSHED LIMESTONE BASE TO EXTEND EDGE DEMIL W3 -W ONE FOOT BEY 4" 'I , 4-M. J. ELL PLACED ON • OF PAVEMENT EXTENSION UNDISTURBED SOIL 9. 1 14- 4" END OF LIKE BLOW -OFF COMPACT EXISTING GROUND TO NOT M SCALE 95% STD PROTOR DENSITY 0 27A OPTIMUM MOISTURE CONTENET (COMPACTED STABILIZED SUBGRADE TO EXTEND TWO FEET BEHIND CURB.) tam, VALVE EXTENSION TO BE USED T I 'ONLY WHEN TOP OF GATE VALVE QU IER �CU till 1 110 IS DEEPER THAN 5 FEET FROM FINISHED GRADE. 24* X 24' X 6* 1 A�T Rt� 228 -DRAY CONCRETE f H Vpj%g� ALL VALVE OPERATING NUT 2.EXTENSIONS ARE TO BE MADE ALL V VE BOX. OF STEEL. SIZED AS NOTED AND PANTED WITH Two COATS OF METAL PAINT. L COPPERHEAD SNAKEPIT TEST STATION (LIGHT DUTY) OR 3.EMSIONS SHALL BE A MINIMUM APPROVED EQUAL E (1) FOOT LONG. VALVE BOX LIDS LOCATED ON 4 -VALVES To ISOLATE FIRE VIEWA -A SUPPRESSION LINES FROM PUBUC WATER LINES SHALL BE AMPro USA. U.562 LOCKABLE LID. COPPERHEAD SNAKEPIT TEST //-VALVE BOX PER SPECS WITH BOX STATION (LIGHT DUTY) OR EXTENSION AS NEEDED APPROVED EQUAL A 6" A 2' SQUARE AWWA NUT EXTENSION WITH CENTERING COLLAR. TERMINATE -V To 5' AWWA C FROM TOP OF BOX. GATE VALVE PRESSURE P S STAINLESS 14 ac. INSULATED STEEL BOLTS COPPER TRACER WIRE W1 ALL PVC OR D.I. PIPE SPLICES MADE USING APPROVED WATER TIGHT CONNECTORS BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL ETE TO ONE BAG OF SACKR GATE VALVE BOX NOT M SCALP GENERAL NOTES: STANDARD FIRE HYDRANT (1) FINLEY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" SHABE PLACE BY HAND, GATE VALVE LL AND COMPACTED AROUND THE CAST IRON PIPE TOA W/VAILVE BOX DEPTH OF 12* OVER THE TOP OF THE PIPE BEFORE + BACKFILL IS BEGUN BY ANY MECHANICAL EQUIPMENT. AS REQUIRED (2) ALL CONCRETE BLOCKING SHALL BE 28 DAY M STRENGTH = 2000 psi. (3) ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. REQUIRED (4) WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL --QB TAPPrV� CONCRETE HAS REACHED 7 DAY STRENGTH. (5) ALL PIPE WILL BE LAID SO AS THE ENTIRE BARREL WILL HAVE FULL BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR EACH BELL AND FIRE ANCHOR 90 -BEND HYDRANT. z (6) ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS WATER LINE GATE VALVE OTHERWISE DIRECTED. W/VAILVE BOX (7) HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET D MEASURED FROM THE BACK OF CURB TO THE FACE OF THE FIR NT STEAMER ON THE FIRE HYDRANT. + 0 FIRE HYDRANTLOCATION !E 24" X 24* X 6* RE,4LIGNAS NEEDED • 28 -DAY CONCRETE • STRENGTH -2000 psi WTIH #4 BAR AROUND bob ALL VALVE BOX. VALVE BOX PER SPECS. FIRE HYDRANT FMWA -A 2* SQUARE AWWA NUT EXTENSION WITH A A FINISHED GRADE CENTERING COLLAR. TERMINATE 4' TO 5' FROM TOP OF BOX Will fff%Vllf%l A. 111%vilv. 7,17=TV 6" BURY LINE AS REQ'D- VARIES a. rn GATE6* STD. D.I. OR C909 PIPE VALVE 6" MJ 'ANCHOR COUPLING ITN SS BO 0 CONCRETE PEA GRAVEL - FILL z BLOCKING TO 1 FT. ABOVE 9 WEEP HOLE a ::',•`::;® THRUST BLOCK LO 9 TEE OR TAPPING BLOCK USING SLEEVE & VALVE MECHANICAL JOINTS 12*x12"x4" PRECAST AS REQUIRED WITH SET SCREW. CONCRETE BLOCK 9 RETAINER GLANDS C) OR MEGA LUGS \-6* X 12* GRADELOK tn W/M.J. SPLIT .GLANDS 9 BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) W 10. La STANDAFD FIDE HYDRANT ASSEMBLY NOT M SCALE WALTER P MCS RE WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES AS VEGAS PROJECT NAME SCOTT&WH TE MEDICAL CLIj C ARRINGTON RD. COLLEGE STATION, TEX) I kS ZONING C10Nf 2.14 ACRE TRMIt-T, LOT 2, BL I ' TOWERPOINT SUBDIVISION, PHASE 113,ROBERT STEVENSON SURVEY, A-54 IN ASSOCIATION WITH COLLEGE STAT ON MARKETPLAC LLP 520 POST OAK BOULEVAF D SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188 FAX: 713-623-0178 --- --------- Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 co Of 41 ............................. . S. R. PINNAPUREDDY X ............................. 89577 CE sAI NO. DATE REVISION DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE SHEET TITLE DETAILS SHEET NUMBER Copyright Q 2009 WALTER P. MOORE At .3 ATES. INC. e.� WALTER P MOORE WALTER P. MOORE AND ASSOCIATES', IN 1301 McKINNEY, SUITE 1100 HOUSTON TEXAS 77010 . ..... . ..... . ....... . ..... .... PHONE: 713.630,7300 FAX: 713.630 739( ............ . . . . ......... HOUSTON DALLAS TAMPA ATLANTA E -T. SM x 151 116' . ..... ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEGAS 2 ........... ....... ... ........ . ... ..... ........ . ..... . . .......... ....... .......... .......... — — — — ------ - ----- - --------- .......... ............... . . . .... ............... .......... % ... . . . ................. .......... ......... . .. ........... —.1 ..................... . . ........... . .... ................ —EXE . . . ............ . . ........ PROJECT FC—T AME Ex— IPB Ex L 'n ARRINGTON ROAD s' iN "NO WY R/W) SCOTT & WHITE . . .... . . ....... . ....... . Sc 6 F- 7 71 MEDICAL CLINIC ARRI N RDJ NGTO ............. ...... COLLEGE RFB STATION, TEXAS ....... r1s: ZONING C10V ., ,..a. a. , a �, ��.... . ... . ..... . . ................. . . ....... . . .................. . ....... ..... ..... .......... ;n, 2.14 ACRE TRACT .. . ........ . ..... .......n.............mw................. .... LOT 2, BLOCK 4, -•n.... . .v.. ....... . .........i i .... ... --L-un TOWERPOINT F7 71 RIB SUBDIVISION, PHASE B) 1B,ROBERT E STEVENSON SURVE y A-54 z S-MlY yr P! 7 C==== .............. IPB ,n . . . ....... RFB ........... .. ......... IPB \1w/ 7-1 EROSION CONTROL NOTES a. j "71 1. THIS PROJECT IS SUBJECT TO ENVIRONMENTAL PROTECTION AGENCY (EPA) NATIONAL POLLUTION DICHARGE ELIMINATIONAL SYSTEM PROPOSED CLINIC BUILDING (NPDES) CONSTRUCTION STORM WATER DISCHARGE REGULATIONS-AND13o800 SF REQUIREMENTS. THE CONTRACTOR WILL BE REQUIRED TO EXECUTE <4 A NOTICE OF INTENT AND IMPLEMENT THE POLLUTION PREVENTION= SPRINKLERED STEEL PLAN INCLUDED IN THE CONTRACT DOCUMENTS AND COMPLY WITH IN] FRAME BUILDING ALL REPORTING AND INSPECTION REQUIREMENTS SET FORTH IN THE NPDES REGULATIONS. h FF29UO H BUILDING HEIGHT 2725FT 2. REINFORCED SILT FENCES AND INLET PROTECTION TO BE PROVIDED DURING CONSTRUCTION OF THIS PROJECT, AND REMOVED UPON CONSTRUCTION COMPLETION (SEE SPECS. AND DETAILS). 3. CONTRACTOR TO PROVIDE STABILIZED CONSTRUCTION EXIT PER DETAIL AT ALL POINTS OF EGRESS DURING CONSTRUCTION. LEGEND IPB 4. PRIOR TO REMOVAL OF EROSION CONTROL DEVICES, ALL AREAS M INLET PROTECTION BARRIER DISTURBED ARE TO BE HYDRO -MULCH SEEDED. L dul � j, ` �] (8 RFB REINFORCED FILTER FABRIC BARRIER STABILIZED CONSTRUCTION EXIT ell -1". ALL AFFECTED INLETS SHALL. BE PROTECTED IPB "WORE CONSTRUCTION ACTIVITIES BEGIN. 2. SEDIMENT AND EROSION CONTROLS INCLUDING NON—STORWATER DISCHARGES SHALL BE AS PER THE SPECIFICATIONS. oft-1--ftwom hh nh (L a. 9 u") CD (j) 9 RFB C) cl E cli ss o 04 CS CQ 0 - ---------------- - --- ------------- - IN ASSOCIATION WITH '111-k COLLEGE STATIO 0 40 MARKETPLACE, LLP SCALE: 1`-20' 520 POST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188 FAX: 713-623-0178 Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 OF + -* ................. S. R. PINNAPUREDDY ............................. 895JA AV liltssi E ee - - -------------------- NO. DATE REVISION T DESIGNED BY REVIEWED BY zf DRAWN BY PROJECT NUMBER DATE < SHEET TITLE Elenchff 9 J!RIMARY BENCHMAR14 FLOODPLAIN Ri I NO. 010900B DISK STAMPED 010400 OF AT THE INTE;QCTION OF G STREET SOUTH ENTRANCE IN# PROJECT THE LODQ: - AT.1'118AYB 11 04_ 00 1126 R K .48 (N YD861 001 ADJUSTMENT) BENCHMARK 'OF HWY' IN PJ ff, 04 THE TOP! FLANGE THE FIRE HYDRANT, 76! 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MOORE AND ASSOCIATE,c 1301 McKINNEY, SUITE 1100 INC, il HOUSTON, TEXAS 77010 ................................................................... � PHONE: 713.630,7300 FAX: 713.630. "",---,,.,,..,,,"."�""..".".",.", 7396 HOUSTON DALLAS TAMPA ATLANTA __� ORLANDO KANSAS CITY AUSTIN LOS ANGELES JAS .......................... . . . � ...... I— � ---......,,- VEGAS � I PROJECT NAME � I ­ ........ I .......... � ... I .. . . ... . ............. I .... . ... - -..__.-..-_..-..1 ........ _..­.­,­­,­' SCOTT & WHITE lound3ry ;,�!--, .11"--, MEDICAL CLINIC il I 1 : � ': �! � fativell ike I ) , ... I ..... ­�"*'­­* ... *'*'*'** ... ­­­­­*­'*­­_* ...."".'...."..'. .,.,--.--., -1 .......... I ........... ".:�.., ARRINGTON RD. . ,�:_. ............... ."....", � I k/ft 8,380.61 sq/ft .... I ...... I ............................. I .......................... COLLEGE I � I ion a � f I I i � � � 71 ......................... � ................ � ........................ .� . ........ --.-1-1 ... I ..... _­­ ................... STATION, TEXAS . I r Overland Flow - ___) I ........... ......... ­ ........... ........... I ... ­ ZONING C10V 0.440 -11.1.1-11. ....... ..... -.1 ..... -1 . ...... 1.1 .... ".. . 2.14 ACRE TRACT, 292.60 -'-1-.1_1.., . .......... _.._...._,,._..". LOT 2, BLOCK � .................. .,- , I 1. \ \_'. TOWERPOINT � . 15 - . � . SUBDIVISION, PHj SE 1B,ROBERT 0.15 STEVENSON SURVEY, 5.00 I ..". A-54 : � � ­ IN ASSOCIATION WITH � . I I i i : ----------- � . � . � i � I : � : COLLEGE STATION 0.44 9 zo 4.0 MARKETPLACE, L : - LLP 0.22 SCALE: 1 "=20' 284.59 52n Pr).qT r)Al< Rn"I rwAmr 3.22 D � -7-j- � � 1, 1: � � � � I ir e Area 19 : 1.�" TE DFWNAGE LEGEND I I r IV i lumb I Drab : Ige koc 1, 1 I cres � i 0.24 A I" -r1%_/* ( D I I � j I 11 ' I Numbe. 1 1 � r jr go Area I � I 3 �i1�1������H�N���q��h�,,����q����g'I lound3ry Curn I 1 : � ': �! � fativell ike I ) , I In s � I k/ft 8,380.61 sq/ft 1. 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A1N­'AG.i,'.-' EAS,EN,'E_'N " �_�,_.. , -.1 11 16 1 17 1003 0.02 0.02 0.02 0.02 5.19 0.10 15-00 0.49 1 ___�Q 12 0.44- 0.013 2.363 3.01 1019 284.44 284.25 0.14 1.47 0.440 0.189 292.51 291.84 17 18 1647 1 0.04 . 0.55 0.03 0.44 5.19 2.29 15.00 0.101 20 12 0.44 0.013 L363 3.01 0.09 284.25 283.65 0.79 3.43 0.440 0.088 291.84 29 1.25 � ................. � .1 . ", , ;' - 24`,�j, F>10'�'. -, 4 __ -, I "-.,,, 1 -_ 0.43 Is 118 5369 1 0.12 0.68 0.10 0.54 5.17 2.80 15-10 0.431 92 12 0.44 0.013 2.3 301 040 2 65 2 B5 1 M ,a rlcz n cz-1 r n rA7 001 or 001 ;rzo 11 ....... I .......... 1 1. \ IARK. k ; ,400 . I I '�, INTIM- - 1. *11, . \ -1 " 1_`><1 .11, " '\ , 01�,, ENTRANCE INTO `,-, .1--,.,. � 11.1 . _\ ��<` ". ", I . . . . . "I . , " " 1". -,",�,< .,. .`� . .. .. 1\ \, . .............. I .... HYDRANT. 76' 1.". �.i-­ 11. '­----'�-­-,­,,-:�, � _11 -1 11, . `\-, �. I - - " -,,,,�, , '. I." , \ � " ... .., " , \ � ',�. , . .. J, '�',*\\,- ,-,\ , I 1� , . . 1�� , �*, 5- , � _e,." 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AT� THI INTIM- - GLENWEST STF Ef T SOUTI 01�,, ENTRANCE INTO `,-, " . . . . . . . OHY" IN HYDRAflj, . . .............. I .... HYDRANT. 76' 1.". �.i-­ 11. '­----'�-­-,­,,-:�, � _11 -1 11, . `\-, �. I - - " -,,,,�, , '. I." , \ � " ... .., " , \ � ',�. , 1. . . , I -1 I I ; . J�: "! � % ,.\ , - . \ .. I ,.­�� � ;, _ NORTH -SIDE -O .." 1.1.11, I T: * "'Ib'. ' I I � '.., �, � I_ � B ELE )ULEVARD. ATION: 33.18 I - I :'4 ,� ,-%,, - $,, *:::;. , - ,.;t 1. ,� 'C' ,** * t� - '___A,. .- ", "'.. ". \ , 1 '. - : `,. `�.. '., I.. .. - : ,._.--1-_1`11z111 ��11- - .11 ; I i, �, , *; "t, * I . ". � � '.. " '; \ 19 110 5866 0.13 0.13 0.11 0.11 5.19 0.56 15.00 0.37 55 12 0.44 0.013 2.363 3.01 0.24 . 284.91 284.67 0.33 2.46 0.440 0.242 286.91 291.03 .............. I—. 1 N., �:`, '. .- __�,, ) . - I ­ ,��11, ,.."." .", 'N - �� "'.1, ­ *� --1.1 . I.LZ4�'-' I I __'. :*-It, .�:�,,� `:;:�.. "I. ., �. - - '. . - .. 1.� .." � , . - ;*, , '. %. , �,! I ", 1-_�',." ". 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I 11 _q 116 118 5585 0.13 0.28 0.10 0.22 5.19 1.15 15.00 1.17 185 18 0.33 0.013 6.034 3.41 0.61 283.41 282.85 0.44 2.63 0.330 0.611 291.45 291.52 I—— ...... ....". . .4, I ,. I .�%, `�, I.- � .­-., , - I * 1. �11 , J .1 -� . . . .. - .. - ., i; .., � _-:�` 1. < . . - - ..... ...... ...... .. ­ .. .. .. .. A. _ .J:.... * " � " � , ... .1 / , 0 4 * . . . 1 291.52 ...... ....... I ...... , . I I .1 . .. f � . . : . � : . . . . . I . . . . . I I ........ . , �. . � .. I � I �� I I - I , . I � I I " * 1.> I 1 111*.....11 *..% 11 - ,/ 117 118 M6 1 0.-02 1 �O 2-. -_ 2 I 5.19 0.08 15.00 1.67 120 . 18 . - - 0.33 0.013 6.034 3.41 0.40 283.35 282.85 0.12 1.20 0.330 0.396 293.11 9 1 1 i 1 1 1 ---I , _ ........ ­ ........ .... - 1. I � � � ,�-� .�, 0 1�t C) - - I _18 1 1 - I I I 291.52 .. .... .......... 1 I ,,'-"�11 1:/">"'* :-z-,"'.,-�, -,- O.- -,,' : �, : : , �t4V, .. z .".." ­_ .., 11 .... - ..", . I � ; I I I .. '. - i .1.1 I /' - ­, I / " 118 1 Outfall 14 � 33 _. _ 1 1.30 1 0.26 1 1.04 1 5.00 _ __ I 5.18 I 1 E. 0.041 10 1 24 1 1 0.33 1 0.013 12.996 4.14 0.03 282.85 282.82 0.88 3.90 - 0.330 1 0.033 ' 291.52 1 __ "...... � "=." PRIMARY BENCH IARK. k ; ,400 . I , ,-.. IBRA,SS DISK f -' "SECTION STAMPED 01040.I I ! AT� THI INTIM- OF ', GLENWEST STF Ef T SOUTI 01�,, ENTRANCE INTO `,-, " I I -EVAIlOt :,.2.6,48 (NAVD88)(2001 ',11. PROECT RFN �i , DJUSTME I � � I Al RK-� -4 . �jl) ,_ _.,,,,,­, 1-� - OHY" IN HYDRAflj, z � � fi ! ON, - -1 TO I ' , - "'* OF THE FIRE HYDRANT. 76' � i ff PFZ TI -E EL DORADO M I KET-PLACE, �90 RESERVE *8", ON THE NORTH -SIDE -O .." 1.1.11, I T: * "'Ib'. ' I I � '.., �, � I_ � B ELE )ULEVARD. ATION: 33.18 I I I ,�`, I. _ .. 1-. SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188 FAX: 713-623-0178 Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 -%--O"!��*'N%N� . t,e OF ��%jl -0�1 -.-.-..--.. + 1 4wz, ... * .... 0 co '.-* .:q� to, Aw * .9 *- 0 0, ,O IF 0 -.,No, . W, & X I f$ 70 '- 89577 . . . , -P . 0 , "* oi, 0.,( �,_�,40R..* ;C., *0 /C NS ... ft� -. ns .. .... Ily i... . - / . . . . � � . I I I NO. DATE REVISION . DESIGNED BY . AP REVIEWED BY � : ; � KS DRAWN BY � I j BP I ; PROJECT NUMBER ! *23-0 040-04 __ -1 ------ DATE 08-126-2009 SHEET TITLE I ! DRAINAGE AREA IV AP . _� ET : C6, 0 == Copyright (g) 2009 WALTER P. MOORE AND ASSOCA,TES, INC. - ...... ­­­__ _______............_ ......... __ . ___._._._...­...__­_ _­­ . . .... . ........ I -11 --_-._l .... . _,____.____,________.__. ­ . I . I IIIIIIIIIIIIIIIIII11 . . . _,,�_,__ ___ __ -_"_l--__. , . Uj l�l'-­_,,_,, . ___,_.- ­_� . . . -­"_, � '_ . ! I I . . I . . ___ " . - __�� - -, -"-"--*-- -.--I--.-.-,- ___-, - ! . I - ­,__ . __ . 11-1 . � - � - __ ____.._-_.. ! . �_"�_., - _�_� . ,­'_.­..._._ _..___­'- ­­­ ...... . ...... -­­­ -1---1 . .......... -1 -.-­..­.­- ._.__­­__­__ ...__________. ..­....... .1 ..... ....... � ................. ...... .... ......... ................ - ­ . . ............. � ........ ............................... ........ _ .... ........ � ...... .............. _ ...... . - ? I ... 11 ... . . ... ­­ ... 111- ­­­.. � "'ll -l -It- " � . i . "\ .� �IIIIIIIIIIIIIIIIIIIIII1111111, ___ ","_ . -1, --l I . I .. .. i . LEGEND -, I . ____ � ------_, I ,__l.­l...­ .... ... ..... 11 .... I ..... 1- . . .......... ­.­­ ..... ­ ......... .......... .... I ............... 1. ...... I— ......... � ....... .. ............... � ............ .1 .......... � . ......... 1--'..., ...... / -I,_ illillillillillllllllIIIIIIIIIIIIII -, . I I . *t-- , � ON- - -, 10' WIDE PU13LIC Up --------- � ­­ ---..-.-.- ­­, ,`11,_ ,_­ ".. ll_______ * 1 - - ..... ­­ ___-.1- _,.­__­.- ­__.. ! 4 ".1,-, I ­�"­. ___ Iy EA WENT - ...=-�­ - - . - - - - RIF CJ -4 -12 _., EXHIBIT "a" _­...., .-.-_____.._. - .. ,,,,, — --,,,.,. 'vot.­ six2-.--pd----�g---.. --.--------­ � 1 �1=0 ,�l �,-,__-_.. " I - - .. "',-, %lf,-­-­­-, I . . "I ; I -, `_� " Ev:l ]_3 SODDED AREA (3.083 SY:h) - - - .P I ARRINGTON ROAD I- 31 ii ­_,:�!�:��e­ /�11� � ��, -vf;�,,, "111-111-,. IH -12 * "-,/ /�\ . ,,,, I— - �. _",, - , WO -1 - � ... Q. - TYPICAL PLANTING WITH QOAN717Y AND KEY 0) �.* _� -__ I ­,, I ____ cy�-1 -­� , . , � I ", � - ." �l . 1* .-I.- no 0 n; 1--ik - . . 0 (SEE PLANT LIST) * _. ! 1 7... --'c,,..,. ,,,, I I 111111 , . 17= ) ..:...., -11" " I.- . ...: i ..... 1.ii i. I , I I-- . __ ...... I'll 111"ll I, . ` - ­ I.. � .. . 11 . - ...... " IH -8 . QN-1 -1 415 1 - .. . .... : ., I- � I .. — ,QN � - - . .­ ­: : _ " _ 1. , .4.. -11.1. ci-1 . ----_ .-� ... 2 : -,*-,,*, -11z , - -,,LNtMf%L I_lAf4UZ%af%rr- 1'4%J lr-O . � -, .. ,; .... :-.7 ! .1 I . , '. -,:, _­ ...�...., .,--- . .i. ..:'. *:.iir::.*::',: I �K - I- �P_�__ -­­­­-. " - A. LOCAXE ALL UTILITIES AND SITE LIGHTING CONDU17S BWORE LANDSCAPE ­ ­_ . 11, , . . " ­­J`� _,.­..� "' _1 ­___ - I - ­-, - * -. -­­- "' � _::----_ I...,-.-. -. - .-...,-� I - 1, CONML=ON am& . - ..., - ..'... _ , - - 1--_ � ­ � 0) ... :;... :: ...... � .... ---- , .ii .... -.11.1 ­­­ ,_ B. NOFIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE OF : �i i. � i,. i. --.,..-.. _ . IIIIIIIIIIIIIIIIII -l-:;-- !.- . : ANY LAYOUT DISCREPANCIES PRIOR TO ANY PLANTING. .'. .....: .... a . : - .. : . :. -1 - .­.....-.:.. 1.-. ; 1 ...::---- ",----,, ;11 ... :.. ..­. . _­_ t �..:. r el .. - : - ... : - a ALL DISTURBED AREAS AS DESIGNATED ON THE GRADING PLAN SHALL .. '4 _" _2 BE SOWN VAIN BERMUDA GRASS SEED MIX OF 90% BY WEIGHT AT A sm a RATE OF 5 POUNDS PER 1,000 SQUARE FEEL OR SODDED VAIN LOCALLY M5 IF. : ��. . --- _____ . . :. :....:. .h.. GROWN BERMUDA SOD. SEE THIS SHEET FOR SEEDED/SODDED MEAS. "11� - - 'i . -,i � SOD AR - __: D. FERTILIZE ALL PLANTS AT THE TIME Of PLANTING WITH TIME RELEASE '*�� ISO S.F. :: j FERTILIZER PER BRANIYS SPECIFIED APPLICATION RATE& I . E SEEDING ON SLOPM Fm ,_,� %1� I 9 ;;;.... � .: -,n;; I HYDROSEED WITH GRASS SEED AS INDICATED ON PLANS. SEE LEGEND * - '*,_� _ � ..... . 1. "I - I - - ..-.:: , ER -I FOR SPECIRC GRASS SEED TYPE. SEEDING SHALL BE ACCOIMPLISHED , - : * ­�;::"_ SOD AREA SOD MEA .1 .. - . , _� ... IMMEDIATELY AFTER BM PREPARATION. HYDROSEED, MIXTURE SHALL .- :: � : .. ::.::.-­ 18,425 &F. IAO IF. . . I ­::.:...',�;,. OONTAIN CELLULOSE MULCH APPLIED AT A RATE OF 2.000 LBS./AORE, � ... 1­1J'..!*,:,.�;.'..lf :; ....... :ii ....... : �:.. "11� . .. ........ !, j......*..jl'.t �,!.:.:, ..i: i ...... WITH A MAXIMUM OF 50 LBS,/100 CAL OF WATER, IF SEEDING IS �.�..*",..-.-.-*.,-..�.-'*,.'.�i-.,*.*.-.-.*-.i.-t..,.,.*, . I CM -1 DELAYED AFTER MIXING 1/2 - 2 HOURS ADD AN ADDITIONAL 5ax OF I .... ;u *,::-,.,!.,!..,"..".,.::.*-..*�.I..".'.':"� ......... ; -�--E.`.d..*:i;-�.7'" ": SEED MIX, IF DELAY IS LONGER THAN 2 HOURS. BEGIN WITH NEW Uj `i'�'j*­ .!::� 1 j.,...........! j ...-.�.,-.-,-! i -­ - -, .,,.,- i, --*-,:;---.*-.',..'---' ",� cu- . j: - - ."',. I : .... . ........ . 1�.;. ­�l '_,.; ... L".. 7.777M.,., ... - MIXTURF_ ALL SLOPES 2:1 OR GREATER SHALL BE COVERED WITH : " , ... tii. .........-.".1 --i........ � ..... : I " �- ... 'CURLEX* BLANKEM , .:..! .-.,-.::: �.: 1 ..-;..--lJ-._l`:_.- i....."..!-;�:,.:;.7�.,�l.;-:.-.�� - , "I, � .1 , , " .. SEE SPEWCAIIONS FOR ..; 1; ...... - : ...... I : z ... !..!:-�­.�l .,r7�..*,.iz,---,t,!..*.-.-:-,.-�..'�.ir ... !.�J.xn ESTABLISHMENT I %ckii� ... - ­ -1" '. , -, .., ...� T.77 i:z .. I N. -:::!:��i .,!�..:�-,..-"..**..-.*..-.-...:���ri,: ... * ­ . ': - ...... 14 _ , , " .1 z: ..., REQUIREMENTS, _.._ - �.".'..,.....-,:-.,::..,...!..i...*,.,...i .. �. .. , , 1 �:-::�:i i �:��-:::! i * �::-.-.j !.*:�::..!.-.- -2 ��,��.!"*��::;!.*.-,�,i�4-�*,:.....i.'*..*.'.� : -.,'*.!�.*'--.r-:.---..'�-.!..�;.-�.--.:;.!..'.*..'���*;:,-.,;..**....'�::-..--�;.,..I�.*�i�;::.-.!..- - : � . 7 . * I - " - , , � .i ,,, , -; � x . z -....i. ..""- - , -, . ..... . . .. , j ,:.,..,.*:.�i�.*.,::".,;Ii:.,�,.*.*.-,- ":"-.. --.,.--,- - -:�­ TOPSOIL AND MAINTENANCE 'Ili ': --- " " .. . i, i ,.,..:" ii" -il:- ; i ... j7.. � 1. '4� " .."., i ­!'! -v � ....... 1- ...... i . ....... ;.. , F. SEE GRADING PLAN FOR APPLICATION OF . � _ ... i*�. ll .... _ � . OF SEEDWAODDED AREAS. ll�_ -1", ,......i. .... - - - - .. .. . . ...... . - 4. ­� "'.., ­... . - ....r..'.r. , __ I I ,ft.-', ! in" -.l '17.7i i f.*.*.*.*.'.'. a ; . '*11� . 7 ­­ - - - - ­­ -!:.*.:�'.­,' !:.:!:.':f! I - 'N . � < !I�.-,.'i..-..!.,f.,:,i:.,.,i..!..--,....::�;.-...�...�: . - . - , ._.. . 1. ili: .u...'. - t " ; 4' . . .., .. ... .:. . . ..;.... , : . .��. I .,�. 1_'� Is i!:.-.,.,..- !'.'*.*.'.*.'�i..",:",,.,.,.�i:'.,',*,-'-*�"-'..L.'...!.r......-'i,�.-.....-�.�.�.�.�.� . I I I I I . .... Q HARDWOOD MULCH SHALL BE USED AS A FOUR INCH 9 ....., .- .... . i: ... i.i..!.��;:;:, L'. - '... `.'� .... * a IN ALL PLA14T BEDS AND MOUND ALL TREM I �; ... �.,.*..!..,.!-!...?..';...!,*..*, .-l.`--­,:-;.!l.! OPL-A I — I ;_,�X' t �F­ I r____ 4 . i -en 115im =_ww_wA_�_w 9940-1 W.Row-m IH -8 . ...­ ...... - . . -;.;z, ......... . I..... .. .. ...... � .? . . ... . , ".. ...... __ -.1 "'' ­­ . . , - - _� --.. , . .. .. .. 71! .... .� `­­ , P�: .. i. h ��.I:., 1,; 301, wto . . ,::"* , , ss- ­-.-..-.� �­..'.`..i.i�::: I . ...... : .!.i"..*.*-*-*!.,,.....,...,.*.*,**.,.,.�..i.i.. ­ . .:. .51ACRE, .. L4! ; : ... . . ­ il.... I SQDAlEA -l::.-:,.. lJ.i--,-:­ . -., : - . ... . 1. I . . . . . . � m. '. . : <:� I 1: t' � ��:",`v 1 . ..... : . . . . . . . . -, 1 71.1 � ...: ,-.,.I(,,! ...... i In, I m I I ! 4M) 215 &f. 11 , lt� i SOD AREA_,,� ER -1 : ­' I .1 6 4 :1.;. 0411 IF. ��P� . . .... 0- I " " t I= : � p�,.� . I 9 � I ALL SHRUBS DY -13 .. 0 1 I : _7wl__I2=_j_ Q . , <1; . .3�:: V7 . , , PROP. IV PU8LKjLl= : i __.; 0 U- , C.. EASEMENT(TYP) : . ALF & I bkf Tflibit_OIR SHRUBS SHALL BE MULCHED TO THE OU79DE EDGE : .*.*,� i i.s.", i L":..".ii i-.::::.- i 1 .... ... H! ..... -i i . QN-1 ­�-­ ,!,.--.,i..'.,,,*.'l ....... ; --- 11 � - X.;;r �l I CER OR LANDSCAPE ISLAND (SEE PLAN71NG DETA114 I -,%--.*::l.* ­ ; ...... :I� I . . OF THE SAU , - �-#.,L -.- �,.",::..; i f.�...-.-.-,.l 1 .-.:.:�..,..�l.i"."i..*,..".. : . , - .; ..... 7y ;--.--7 -.,-,--.-.-.-�.�,-.--.�i.,"..L.,.....!-�--,.-.--.�.....- *1 ..... T :..!..­..*... � I—— . - , ­* ,,, _. . . :_ N . I ..�.__. , * ­�, .. *_.... I 0. .... . - ---.. - __ �. ..... ... / / H. MAINTAIN 5! MR HORIZONTAL SEPARATION BEIMEEN TREE ,,, �,,,�- .-..-..ii-;-r.�,::.*".."2,.,..,-..!..-".,-,. -.,l.i..*. ., . ... ... SOD AREA ­­ - . I , ,:­� - �;':','�:::i,... 11: - " .­ . ..,.:;..-*.i..";�.�.-,.-..,�..*.!!.-.�-.. ';::�::-_-...i-�-,::-i - At=% / ArN ^#--�, - A,r% """"s 1_1 i.-_�.i.h: 350 IF. . I .. I . .. 1 1 � . i.. ... 11 ... ". I_ PLAN71MCS AND ALL umunrim lk QA� -11,�.,�.....!'.��.."�;.'i!.'�.:.,�....�.. � _ ,:;........., . . ...... iA i "S _­ � , - , y w to " / ...... ... .!� .. : �,­ ­ / ­ �­ . . . �. ., .... i ! --.-.l.'-�:l i.::...:. -.l i l-.-_-::.: 1 ...... " - . .;.,_._ - 160 .il! . . L SOD ALL SLOPES WITHIN DRAINAGE CHANNEL, AND ALL SLOPES '0,4, F04 ,%�--.:----i­%_-.�,­.­ ........ : - ...... ilf ....... it t ... - * " " , _�� I - :. ­ � z I ...... N.._ - - - _- _�` " ­ -, " %i"` ..."t,Z L, i.,; ... ! ! ..... .14 ER THAN 4:1, UNLESS OlH r. ­ , i'., ,�; ..... . . . . . . . ...... : , - - . 51 ERWISE CALLED OUT ON THIS PLAN. ... I __ �: ! 1..:_-� - i....:! E-1 I -.�" � !l:_.:!::_:H!f:. ) . T X, I _cA Ic- - ..... . ; ... ;.,.;; . ...... . -2 E :,: ... , . "! .... P........H i.... ...----!- -..*,*" ..,4 . .. _ . . . ,. , ..... :,..,::'.; t ...... . ** , I I - -­. I , _4�_ - . 1,�.,!":.*,..,-.-.,i.�,.,�"*,*.*-,.,....",.� .: ­.. I . :: ­ ... . 1,04., .."I.I., � � A REPLACEMENT OF DEAD LANDSCAPING MUST OCCUR WITHIN FOURTY-FIVE w . ...... ... \ ...... ... ; I ­ . . ,),- ', 110, I.; �. 07" -% - I -: " .. i :.::-��!!. !­.,-.,-_.,---, - -- ...... w::....; �:. -- . . .---16—.-.-..A— ---A.— ---6— ---&_I._...__J_.__L_ c jl� 4�;-, �P,O, I - I , - - . , C==== . / :­: ... (43) DAYS Or NOTIFICATION BY THE ZONING OFFICIAL OR HIS DELEGATE ...�.;:i:,-1 .... i -:�;�'.!.:�;:i: ! -_: - z :::: ;� I - .... !. j- ..... ! , .-­ : - ..... . z h- ... I 4� ..... ... mq 1 "....'.'.:"..fl !.*'.*.*.:..,. : ____ : : .. .. REPLACEMENT MATERIAL MUST BE OF SIMILAR CHARACTER AND THE SAME " -e -v `��.":, ` 4 - in ; k ... .. � ... I ... i" ...... :i. .., - QN-1 DY -77 �/ � .. " , . N'.*:'.-'- .. i - OR HIGHER POINT TOTAL AS 7K DEAD LANDSCAPING. FAILURE 70 REPLACE - I I , -- q I 4 - v, , : �, 38- LF 11.3 // ait § - 1. I � 's, :��;i: ::-;;:i j ;;:::::i E j::-"2 ff . 11 � - i ...... -; t 5 LF Y; - , ; - --ll � DEAD LANDSCAPIN% AS REQUIRED BY THE ZOMNG OFFICIAL. SHALL 'OF % .l... - ..'..'.i ...... I I -.l...."- !_rl­.!� : ....... lz ___� 4f,A, %3' , i ! .`l'.*_`.`.;l i i*.`.`.`._! il_... � : ..:... .........-... " 'N ___\. . :-7 CONS71TUYE A VIOLATON OF THIS SECTION OF THE ORDINANCE FOR WHICH , � :, ::iif � 'Ir .�...:; . 2 .1 ... t :­ '� THE PENALTY PROVISION MAY BE INVOKED. 0 .... :1 i i._.�.l.l.:.,-.!. r.`.'.* -.,.:3 I.E..'. _.-.f.:_ .... :: j ...... j i -..:.%I.- : . �.,'-.-.�.��.i.-.--.-,'.`*!-----.----�.,.:��i...:.�-'i.i:,,: -T I,--. V�­-�,..,.� �0 ... 111111 � .......... I , .. I . 4 ....... .. , � ...... � 1�11 -, . ..... ...... , , - F: " ..- I .... . , " " , "" : ....... ..... � . i ... tt 1: - i: e;f.1.1:i i !l.l.*.l,ll;l - * �-.-.­, - ..... I . . - . ..- I K. t00% coVERAcE OF GRoUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK :::::�! . I i � - : 1 PO -1 ...'�..--s"-*,..,".,.i,....'..iw ."'.11L I i :­ :v; ..... ; ; . t: , - , , �'i�-::�-,- �- - "f:2.`.-' '. - :;.: - ---i.' ­ :-- I - ­­, - J.., --i--,. . .��i i. - - : (NOT LOOSE). OR A PERENNIAL. GRASS 15 REQUIRED IN PARKING LOT ISLAND% I . ..; :.Air- .......... I ...... . Flo , I ,.�M -.1.1 - . ..'i" -:: - . . :1 .... _i ! i= .1 . . .... 1`17.1 .... .:.,., .. I . . '! ... Z j:': . ­ 111".. �= '.....'. . . i ­ . ..... ; 1 ... :- - -I ­ . i [:.*_7.� _­` SWALES AND DRAINAGE AREArh IW PARKING LOT SETBACK. RIGH715-OF-WAY. ,:�*.,.7.� i *=n i _­ - .:,.: 1-1 :­:` ! ! i-_-.-___*.;:* ! -f-_;-.­."i ! l::.*�*.,.7.�_*.*:.--:.i i ., �' �,:_-; -., ".. ...... :. -.' _.:..�:!._*"7'; ... � . ` .. . ...... - ! . I ,;,-...-;: z - .. . . . ...... i i -*�-._7i 1 j-.. z .- i I I il AND ADJACENT PROPERTY DISTUROM DURING CONSTRUC1110N. �_'­ ..',_: ,.,i.`J,;,;.'i'- . _ .!: i . � . � .::ri­--.'..'��,----i.*.l:-- - __ - _: , '... . ... N � . �� F ,,i'..*'..'-'.-t-�-.-.-!.!.-.--.--:.-.*..,.,: ... .. ��.�.:-...-...i_ - ;. ..... .- ­ - , --%jj:---- . I .. - --= . ; I I—— r - . , * -J j !�::::;. !.:::-=. ! .-.::::-., -:-... Z�- . QN-I .. `­.­44.tl7' f..- . l: 1 ; , � - 1 ...... .li ilt- .l.... -i.. - qw - - . t .... � tl - - I ., ­. -!:.:.. : i -,::: * I:- .... F ,­j�-- .7-i-.1. .. . � i7 �ik, --r-m... li ...... ! .. . .... n-l;_--F,-i, `--.!"-!-i i , , ...... j. .:..! .... j: .!. �' ll .r A I - - . ALL TREIM P0_1 1 ; .: a - N m TRE011- _ .... ..:::.. : �:; - . .... .­­:­_- ;� I . 'N%%S,L"_* i 1-1."-"*,*��l - !E'.'."'_ 1 F* I ** *: .. ; .,-.;..-..s..., f.___­lt. .:%. i ....: . � _ � - �� N. _. j .. ... ­ ... I I . . .., . I . I ....... :t:. ziii.. " i "Rk-41 - i-_,-.'-,*..,..,.: c!-_,*. =. . � .. 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IN THIS CASE THE 70TAL TOTAL mmm Rmim 93,1114/11m = OL198 . . .. * , , .. , 4 TREES 0 75 PONS ERCH ,_ �, - LF. OF THE ME 5 GREAHIL 9&19 X 30 = 2,796 POINTS 10 TREES 0 0 POMS EACH. im .'..' . - - - . . . . . . I . . . . . ... .. . . . . . ... . � , . . . .... . :.., ... . .. - .. .. . . ;.� _. . I.:-:,-.:,.,.*.' _...'..*.-'� : . . - .. .... .. .. I - . ... .. . . .. . - - . . . . . I ... . .... . . .- 39 TREES & V4 SHRIAL ' AND 355 SHIM 0 10 POINTS lrll ...... 7, - - - - -;,-.�u - ;:;'i i . ..... 4� .- . ­ , -i _ �:,Tsjl:,;� 10 .. A. 2 1 li! i�� � i ..l.. ��t­ ; � i::::;::i i j I i ,\: i -1 I .... I 1, .., - - . ­ I ........ I . . . I'lli�.it....,i,, :-; i*70li*.­,*­'!__ , - --.-. - %� '.\I. I—— W -L ------- m AREA ,-` I—: ­; ... : .. I �_I�l --,, . . . 1 !:"--:- - . SOD i ': 1 ­ a .. . ..... i I .... jj!j 1 ...... :;! ....... �: t. � I ; ..... R 1�,,,, �_,. - *4 `�,, - N, .. , :.:.:, - n'i,� .. .: .:"j . 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': , � . , I i�.,­�_.:.-T, !*.',-.,.,.-.!.,;,."�.'-.-7- -.*-..;.,.! I i,.; . , . . ... :! . ,...-;i 1 , . __ . - -1 .-­� .. . -":-,-:; .1 �:. o!. . I . . .;j - � - .1..7;--:0.*_ _* , ... ,.. i .. '11� , . , �_. ,,_ . . - .. ... �', ...... . . � I I 1, __­,;.....� I �__! i : . . . I - I . ­:.-ti'l !,...--.-.'. � '. -,*,I- --- i.- .1, Ns - . I . .. 22al/ .. � ,.-.f 1-1 ... . - .... . ... ., t. ­­ ...- I - i I!- � '. I "I . .. I. - UNDISTURBED SUBSOL . . _�' ....n -.� .- . l4t�.! --.f_!.:­j!.:,-r: .i-rc.-N '7-_-_-f i !:::;: -1 . 1;1_11 , 1* - \ � 'i. , � NCHES MULCH . _,%�C,1.11­ __�.! i,-?. . . .:*.1! I. "�� . ME LANDSCAPE NOIES - - .' 1 t ... r.J. ! 1-----; ...'. , ;­ ". I w .­ !_'.*.z2, i ­­­ ­­ �.­ - . . 1:z..4 � '..... .... �...i ��'.- ....: . . - - t '-N -1.0 1 iz.;4; ft_ -.::-,::..-Ll_, () I — ROM BURLAP & ROPE Ni�uu-. ,-.!..,..r L., - _... _ " , TYPE OF MULCH ): - ` - ', - I �I- - .. ... . . 1: ....... ! .-:-.! I -:::�-::: i !��::j . ,_ NOTE: P - ­ FROM 710P 1/3 OF THE RAIL � . . - . : I�T'_ — - � . . z I - ' ;;P.,:, .-._.-.-! -,..- - ­ILF�`l .% . .. . `%iLii ...... !!' .;: ... �, — - :..,. , I I . L, �-!,..!.J,:;-_ -R I - .'.*.-..,, - ,.. 11-�-4-: - . ...... L,..;,. ­.l i.E..,.. �� - r. -..�-. .:� PER THE CITY OF COLLEGE STATION REQUIREMENT THIS pi.­-.�v ._.V ­. ­ : -,%;y-j-.-..A.!;-.-?.4L ....... . _-.jr . I - "... �� �!.��.",-;:,.,.!..i.���:.--i..�..*!".,::",.,;..�.!i:,.,.- ­ - -1-1 I ___I�l �, SHRUB 19 8 & B. THEN � . .... ..-�,...�-.�i � .r_-.-. ! I -E.­.­�.. - � . . ­ I ____ . — N,.l.-1 ..... *."IT1.1'..; � _ r� ... vff-.3 -, - REMOINE BURLAP & ROPE ' V. � . - PO -1 :­­ � -, _� - ­ ... v ,;--, - - - , - ._­,.".: "'. ?­� '.1 � ...... !li­ ....... a . cl ...- !_ Q. . ... �_ - r , I -,- � �,� ,- FROM TOP 1/3 OF BALL N.."�.'_'i i -.-...,-,..;FT. f'= " , -1 ... _116p......77'. . ­ I'll- , ­­ - -,!i � i ­.__ - ;_r; !-�.z_-.= ... ....... r, : , � - , - .-,­,_.:--_ _-.__�:.. I , i ; J � i.'..' .. LANDSCAPING PLAN IS BASED ON THE CITY'S 1997 ORDINANCEA� ! -i . . ...... ! I !.. , . . lf.�-,-, .1. , . ... . i...' ...... : ... �� .. _ . _ .... ., "I . ..... ;�`__` ­'­ . . . . . . - "' --. - - ' * - .... ...... � ; . . ii MIX. - _ ,--. �,....._:.;.i ... -;I ;�::l.,.,.­.-! 1 i,l=ll_1411"-..,:.--.-..'.�, 1 --_.'.'jl* ll?..-.--.�-- - . il'.'........ � . - _".'.­ , . . 1'1'_a . . . ',�_,;" t"', .1. i :�_,:. . :j . . . ! ; - I;kl _7 7`1 , .. - � Hi I . ; ..... * , - . , . . . , I i: . ..!� : ..... ­�' `�� ", "i'l " , "" I ` " . _.- ..., 4 x!�, - .-g - - -�. "','5 ', ��',­, 'J." j * .,..-.,..!�.....�,�.g ....��-.......,......,.--........�.-...,..............., . /\ '1%i�lll. - '......, . '.'-'.li . . '*�DIS`IURSED SUBSOIL .... . . : - ! . , .. i . ;.,-,-_!.; � - , J.� ... %._. t . - BACKRU ..."4" NOTE. SEE LWSCAPE NOTES FOR THE TYPE OF MULCH MA70M TO USL - . '.... ...... .. ,�.^4"0.",-.--.,�'I'l-,%."�.�ll.-K��*,�,�- "..�*1'...*'...1il, .*..."",'*,i..'ii'-",�.,.*.�l.f'��...'�..'�..'�'.�,���-,�.i'.fl-l-�illl-,�W'�:t,...'f-;,..f;�-,�.;4�-ft..-,����.,."� .--�,�--��;.---.'x, M�iz -k-fi.,�;,�'i'........?ffil ��',..- g Av 'i.. � < . ..... ;, , � . . . . . . .. . .. . - ; . ­ .. I ...... i i i. ­. . . . . . . . . -,rs , : , ;­ .-,'-. .;: I . - f::. (,/ , - - _.L. ... .: ; .. ! ...... : � .� . �g �w, - . , . �. .. .�, . '.... � , .� 'm . , . ,� - 111; _Rl.�'�� , .P1 . - ;@ r , , ckffi ., ., ,� . . . ffi .. ..�,, ,.;..:,.. _...., I oakum. � I I N. .�. .. � . , ,� . . . .. ... I =;. - ' ' . , . 11 - I'll 1, f i `­ : - - I .. .. . .. I � - -; � --,: . t., ..: i . N : _: t. t -,-'.'_-__'W . . . . j: � - ..: 1­.� I �� � l-,=1 .1.1.1 - -;-.-,: Ll^ I I , - ; ­ . _, , ....... 1: . 4 1411i;�iz.-.1, IREE PLANT1111%w . SHRUB PLANING - : - i - . --2.;--; 1� - -;.-'t-.::: ... ;', .... .. ..... . - .... .. =9 I . ....... .:.,....j�. - .:­ . '1-8 �-_ ; - ------; ­ _. ! . . 0:)'t .­­ ,_ . � I " ... . � , , ,;­ , " , ;­­ . %! . .. . . ; — ..... . . N.X& . . . "":.i i !,.,.,.*.*.*'.,j i i'_ .... ­­:­ I - ;-��,;;-!'_!_""�­ : - M .... ­­, ...... %. I ... ;__-!:_-...-_l il .JlJ'-,.-,;­-.,-!..,**.. I . N.T.& � - -:� ...... - . : : . . . . . ., . . . . . . . . .. ... - ::: .... _., z: ....... :..--..-. - ­ ..: :..­� .­. ..:: %. ­ .... . ; %I:.'.' .. ._-...:j-- i -i.`.. -..i: -i -.-_-J-- ,.: ... i: , - . . .. . . . . . , . .. .... I � . t ..... . .. .. !-...:.:,'.__,.. � ! . . . . . . . . . ...: . 'l! P-i I i ...... 4. i ...... i � i--.. - - - -:: ..r . . " . . ..... ­ - I t I . .. .... . . . . . . .1, � . .. . . . . . . %.'.' i _ , % ... :::. ..._._-.-.-.;J,;.,.,-*_all.: , � . . * ­_ ­_ _il --_ .l." ** ..." � ': . I . .: , . --- �"!,-- ----.---'-' -- - , . . : . . . . . . ... ... ... . . .. . . . ....- .._ ...7 . .* I. - .. . . - - .... ...­ ...... ... I . . ., ... - .; . . y. -L'.1 ,:.'..-.-'.:�-.4:�'..-�'.-*4.',.Z..�::,.!.!. .0 .. 1 4. ..;::..__l::* .H . .. . .. � ... I . , : . .00 . . _ . . . . � , . : - . - � I ** . I ..... ------ i:� ... �t . . .. .. :4 _: . :­ , . . . . :..... .: ..��-­ . .. .: . I . . ': .... � I - . . . .. ., . . . . . . I . ... .1. . � . . . . . . PL^NT LIST . . . . I.. � ..... I . . .. L . I . . I � - I - . I., '... ` � . ': . . 1% . ... . . . . I . . . . i , - . .. . . . . . I . -1 . � . . I . . . . . . . * . -1 . KEY QTY COMMON NAME/ ROOT SIX REMARKS .. . .. . . ccLLE0E STATIONg, TX LANDSCAPE REQUIREMENTS . . :. . � .- . . . ___�, a.. _: BOTANICAL NAME . PLANT . . .. - - . . . . . . . : — ___ - . . . . .. . . . .. . . `�__ - �__ r am . . - . . . /,,��� I,- ___________l�_ P . . : . . . 1. .. .. .� PO to* v � SPACED AS . . . . . . . : - .. �.- I Q_v�:emq Stdhft . . � ic ]pg VAL 75 1 SHOWN I — _ — I . - - .. I - �� Ik N WID 17 WM'_5z OAK . SPACED AS . :..,-. -1 , q, . a a_lALj as Ban 2 lIr CAL 75 SHOW . .'� -1 I I . -- .1 ".�. . I am to Y.kvM - OAK L L .. NO 2 I1r CAL 75 SPACED AS I I.... . . . � � . Chm-8 �dwv SHOW .l...... , . .. L . : cm is CREPE MWU (TREE I=* ... .. Logwvbvwnb Indica B&B 2 I1r CAL 40 SPACED AS .. ,:. . SHOWN . . . — — ' . L 11 ER 5 EASTERN REDBUD ' SPACED AS :,* .:' cffcls cma I , B" 2 I/r CAL 40 SHOWN . G- IH -211 ROM HAWTHORN -, 5 CAL S-0 O.Q . .. . RqMdwb Indkm com. 31 IAL MIN. to Oft AS SHOWN .. . . . L . CJ 122 CAM 49ME ("WENIA) . 5 GAL 10 Jr -T O.C. I . I . ! .4-- . cordmio imbaw" . COff. X TALL MIL OR AS SHOWN. I . ..`: 0- Dy ISO DWARF YAUPCH . 5 0AI. X -O' D.C. I I I � I no vmdtwb Vote . I CONT. , Ir TAM !p 10 I OR AS SHOW . . . '. . � L Nam, - .� . I . . . I LA _ AM CANOPY I SH&L BE DAM & BURLAMED (O & 0) PER ME PLAMM I 70TAI. Pam - 6.5m 1 1 . I - p WT Pam . . , 6 1 L 1X r 6A am ' . . 1;0 PER ME CM OF COILECE STAMOWS IMF ZONW ORDINANCE FOR SIRMI SCAMING SECTION 11.10.F. . ­ . I , - L ---. � __ _­ "wWM CAPE JAWINES (Cwftla j=mIna&*4.WERE NOT CMTED IMAM. , � i . &Nle THE TOIAL, FOR = PRCJ= . :. , . . : d . 0-4) 9 69ADE .. . I . AaV-C*WN T0V,6 OiALA. 26 MEASVILC le6511m . . . - . . .: . . 1 ; .04:w , ., . . .. . .... _­­­_ .1. Rmus" . .. . . .. RIWRED . . . . . . . PROVIDED .. - - '­ I ,� . . , I .... -, ____ LA WTS OETERMW ff IM& 51. OF MAL $11 S1. = 1%128 LF, .. . - . . . . ` , , . ..� ., . . ......:. -:, .-*.' . �. � ... .. .. . . . . 1. i, , . , 4f OF E 12 OR WE OR TOTAL I OF PAMN6 SPACES WHICHM IS ORWER. IN THIS CASE THE 70TAL TOTAL mmm Rmim 93,1114/11m = OL198 . . .. * , , .. , 4 TREES 0 75 PONS ERCH ENTIRE SITE' DICLUDING LF. OF THE ME 5 GREAHIL 9&19 X 30 = 2,796 POINTS 10 TREES 0 0 POMS EACH. STREESCAPE AREA , . . .'..' . - - - . . . . . . I . . . . . ... .. . . . . . ... . � , . . . .... . :.., ... . .. - .. .. . . ;.� _. . I.:-:,-.:,.,.*.' _...'..*.-'� : . . - .. .... .. .. I - . ... .. . . .. . - - . . . . . I ... . .... . . .- 39 TREES & V4 SHRIAL ' AND 355 SHIM 0 10 POINTS '. :. . I .. - . . . . .... . THE f OF POINTS PER S.F. OF SITE AREA 5 EACH 2-4/2 CALIBER TREE 5 WOOH . ... . . . . . . - 30 POINTS PER 110110 OEMIMINW AS FOUM 75 POINTS AND EACH 5 01011 . . . . . ....... . S.F. OF SITE MEL SHM IS mm 10 PONM � . , . . . '. MAJOR ARTERIAL SIREEI REOM I SWK TREE U4 IF OF STREET FRONTAGE I OF THE TOTAL INWTED ABOVE SIREESCAPE AREA FOR EVERY 32 LF OF STREET FRONTAGIL 300 EKCIMG DRWAY OPENINGS = 20 20 TREES HAVE BEEN PROMED . '. ADDITIONAL POINTS SILU BE PROV= FOR EVERY TREES. 1624 IF OF SVIEET FRONTAGE / AIM YK SPM FRONTAGE. . 50 LF OF STREET FRONTAGE MUDOIS DRIVMY 50 X 300 = 3,744 PONTS . I OPENINIM � . a . . I I . . � ' . . . . .. .. . . . . . . . .. .. . . . - .. . . .. . , � . . I . . TOTAL = i 70TAL # OF PONTS a SM TOTAL f OF POINTS = 7,400 I -.V . � - .. L - . . . . . I . . . .. . . .. .. � . . . . . . . __ IN . I I : `�,� . ..... . . . —I ... 0 : . . . . . .�:. "' . . ' .1 .'-. I THE -CONTRACTOR: SHALL PROVIDE A FULL COVERAGE- � --/ , , 1 1111 111 111�1'.`11�'�`,�,;R I i ,.-. .-.:-il­ : , z I I... . . . . . . . .. . IRRIGATION SYSTEM. - . . fg',�'wq V�-t3!r"r , 1 ,... - 1, ... J - ... ;..-- � .. ... . b.....d.l..T. 7: *;. : 1� . --j i. _..i .010 4 - -:' ...i. : t!. : . ?. . .'..' . - - - . . . . . . I . . . . . ... .. . . . . . ... . � , . . . .... . :.., ... . .. - .. .. . . ;.� _. . I.:-:,-.:,.,.*.' _...'..*.-'� : . . - .. .... .. .. I - . ... .. . . .. . - - . . . . . I ... . .... . . .- p, pg.,,. -----.,!.-.,i , - 1.-�i,.,:K .1N...- , '.� . W 1 I � � i : . Q0 - i . i .,. . . . . . . 2.) THIE...IRRIGATION ,SYSTEM- MUST'8E� PROTECTED 'BY -EITHER' A �='n- 1 _�' I 1 !w x . 4's". I _k 'A ". �,Z�- \1N, . 1� . . I PRESSURE VACUUM '.:BREAKER,- -.A REDUCED'. PRESSURE-'-' ' r w i I I � . PRINCIPLE" BACK FLOW -DEVICE,,.OR. VDOUBLE-CHECK BACK. - P *­ ��""" ` --- I " I j � ' i I I ' ' ' FLOW DEVICE, AND INSTALLED AS PER C-I TY ORDINANCE 2394.' .-.-�,.'M-!!,� p-.,--,.i� 1111-11 I I � � I , . .,o '0 ­"' f.., OF 1 iv 1, - : .. ...-!7.,I . . . . . . .. pg- .m ......... , .......1 f. �-`­'.-. . ­ 3.) ALL BACK- FLOW. DEVICES MUST �BE -INSTALLED AND TESTED R4,.*-,!:� jg..��_---.,-, _,­, :'�,-:.,:,;--­ :`*� ,_ �:" "' E LA 01 . . UPON INSTALLATION'As PER --CITY ORDINANCE 2394. . . . . . -.----. - "' --.-- i-.7 36,311 . 'Iffis Do . ... . . . . � . . . � ��1,1�1 � I . W * 41944)L.6 CANC. . � . .. .... . .. . . . . . . . I � ------ ­­.. - . . . . ... ... .................. .. 1�vmmmmmmlw4m,�7L;7_ "LIC -4 - � IIIIIIIiIIIiIiI Aljwe fm , . . . Is IIIIIIIIIIIIII11IIIIIIIIII _IIIllIIiII&IIIIII� -, smum - 41111111V - . an a '. �,,�-�,, . I 0 , . zo !--fi"! t , i "' am - ,mze.,�m 1 40 1 !" ,"I", 7! I — I -,_,,,� c - I -PROJEOTNAM I __ , . .,. �- - I - ' . � I - - i , . 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" RS11 APEI ARCHITECTS 9 ENVIRONMENTAL SCIENTISTS ! , f Fr e , Suite 00 972-468-37J7 � � : - E_ I e Rev -2 JW NO.:* . 26038 - � Ll d7 2 , I DA TE: 81261Z79 � ,O 0 . sow am �11kIIIII111111111111111IIIIIIIII MMAM � I � ... ­­­ _._____­.__­­­ . . ...... ­­­­­ ----------- ­­­ ----- �-��,-���.���-11-1.���-��.�--�-�..�.-�..�.-.�'..".-"�1.1.���,.,�'ll,�,.��l-..------.--,,�.11�,.��-�..--��-�� --- I— -­ I . !.. -- ; I,---- I — I -- I . . . .. . ! I . . . . . . 7 � . . . . . . . . . 'IN . . . : . . I . ! . 0 . . .. .. . . .. . . � I . . : . . . I IIIIIIIIIIIIIIIIIII. . . . '.* *1 ­. . . . . � . . WALTER P MOORE .- - . . . . ... . � . . . . . . . . . : .. . WALTER P. MOORE AND ASSOCIATES, . . I . . . . . . . . . . . . . 1. . . . . . . : I . . . ... � . . IN C. . . N_"_"__, I ___ �_ . 111.1---, . .. . . . . . . . . . . . . , . . i . 1301 McKINNEY, SUITE 110 , . . . � . 010 .. . . . � . . . � . : . . . . i I . . . '"�`�'­­ ­­_., * I . .... I : . I : . .. . . . . . � HOUSTON, TEXAS 77 . . I . . 0 ""',_," ­­_______-__, - "". - -1-1 - .", _,__,._.,. ."_'.. * . . . : PHONE: 713.630.7300 FAX 11 . . � . � . � : "", I � . _`­"_­_ . � . . : . . . i 1--,", .. ___� ,,:__,.___,_ i 1 713.630.7396 . 11 - Al-__ : , . ! . ­­_.__,_,, � , ___ . .... ,._.,_._.. : finral"NUM , i In Inn . . . I : _41111AM . I ! I '. . I . . . .. . . . : . . LEGEND 11111111". . ,."--"_,_1.1___'__ � ------__, - . __ ­­­ ... . .... . . ­_�__.- . . .... �., . . .... -..._,.__.1 .... I . ....... � ..................................... --1-1 ............ I ... ........... ..... I ............... I ...... I- ......... L .......... ........ ; ...... t� ...... ­­ ... .............. � ............... .......... � ................... .............................. ............. � ........ ­ ... � ... ­ ......... . ........ ...--_111 .... . . � . . ... . .................. 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CM -1 . . . 111.8.60 ..... _.... ___� . . ........... . . ... _...;___.._ .... ­­ . . r..., � : � - SODDED AREA (3,083 SY *) ... VOE. .1 � ! ., .--��1111 - - I . 2, ' " 101i .... � I ' , i ' `­ ' 1* = IIIIIII-111-111-11"',_ * '­', " � I ..1. ", . ­­___ IH -6 I - PG. 289 . I *�,' 1. �, I : I SCALE -1 " ;=20' I..... -fl, � ..."", .. ,,�' .J,-----., CM_ - I � i -.1._- ..... . ..... �,____ . Vol .!j5;;f ARRINGTON ROAD - , � I...... :51� -6 . I . "I',,',,.,, ...� I " /P--- -_-�,., � f � , , i . ­, _� i `­ . il�_--111­11 .. . .... [ TYPICAL PLANTING WITH QUANTITY AND KEY ;�� " j � ___-, ­�_. -.I- IH . . . � ii-, (SM PLANT LIST) . I 1, _."."'. C -1 . . . I III : ­ SCOTT & WHITE .., I . - - ... � __ M (* �_, I E —"-- I .11-1 I , ... . I '. VA: : .. `E, -,._,111- I ­ ell" �, , __�� , *1 �Ri." I . .. . 0 i"...7..;..".,-.-.,,.".:.--_,.- .____. .-I., -11 .� 1 !'.*.'.'-`.',I i ... ::I;:... IH 0 Ai "..7 - �, - ..... ... "'." "I ) . .- - - --- , I ­­_ ___. � . � � .-., --..,-L-.,....---1.---;--... I., "' ­­-­ IH -10 W" ...: ... IH -9 11.�11 � '* f` *. I '.....! I f ...... -..-_.�.�l.,......,-_.-- i ... I- � "' .11 ., . . _..... �:: __ -11, - , 11...�, . -11- I- . .1 .1 ;­­ , I " - � I . . `­_ ...- . i ... _'___,._ __,"".- _1., . .1"', CJ ­9 _\ ;i;_f111 . I I . . . GENERAL LANDSCAPE NOTES An Allk li:i1f1ii :;:i,.0,7 ...... �--_ . ". ­,__. " IN t 415 �_ .." �:,i.-" MEDICAL CLI ::IC ff- Ar Is . ...... � 1_______., _'. IH -5 : - . A. LOCATE ALL U71UTIES AND STE LIGHTING CONDUITS BEFORE LANDSCAPE 0 a ­­­. . ;. ., .�111 H�e,l 1. . 4 � .. i � ­-, ­­_. - ­,­ . .. �': : 11 A " . . it 5 1 - "" . C%�_110 IALL WO -I "'", � , , I I '11, ... "", " "' ***, -` _,.,� � i . . I R.", - CONSTRUCTION BEGINS, . . .-I.- - - - . -11-11.- .., ____ I ... 1. -11 ...... - CCM -1 " 1 - - - -6 , , . /- I .." ....... �_-, .. 1,'I.`.,.`..,:`.- .1_,J".*.` -_.-1-j, IH_11 , I ER -1 .1131 IH -8 1H , . - J., J., . . "11.1-I.- ­­.. '. , 1i<1 " f,�e . AJ t..." . _.: * � 1% I __­­ . " . . -12 i . . ( -111 - . "- I A 4..� %1.0; "" ­­ , - ..... / . . _­­.. "' 1-1_--_._..._, * CM -1/' CM -1 . CJ . f " I : RRINGTON R ,. . B. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE OF �.-I".'i'*i"i"L�..",.'.-".*.,*', . -.11--_."...".." 1-1--__ ........ � "I I : / . ; " ,j.'.*..,,* i " 4 ­­­_.. . .....-I .... -11-11-11 _1 . .............. _.__ ........ ... 11-1 ..1.1- .... . ................ .. � ........... . ...... -11-1 .. ................ - ....... ........ I .... 11, ..... � ......... . . ... I .... ...... .... I-— .... - ................ " : I , : .f'-.'.�...� - ,-, . .. . ... � ­.. .. ­.. I ..... I ................. ".... ... ..... ­... _.___ - ....... � ... . .... ,,_ """""' ­ .. .- -. -�,[.. .. i - , � ". 11.1--.. - 1-11 .I..... . ... .... �.­ .�� ..... � � - . _..; : I . ANY LAYOUT DISCREPANCIES PRIOR TO ANY PLANTING. IIIIIIIIIIIIIIIIIIIIII N ��-'.--,`J --*,':'. !.!1j;..!. -H .­_­ . 1.11-1- .-I.... .. ....... I ...... / . I . I ........... ` i i ...... i! I. i f ... :I,. '­­­ .- I .... . ... I . ... . .... . ..... . ...... i . . . . � .......... � . . ........ I ... I... I ....... 7 ............ I ... ..... - : ' : : _N%�� - .,.,. .., 1­�­_ -1 .... . .......... _.- ...... �­ ........ ­­­: . ...... ...... I I ... 1-1 .... .... I .... 1-1.1 .... I ........... .., .......... . ... � ............. 1. ........ - ... I . I . � . .. .... : -'.-'.,'.".-.",".'.�-.*-.-',"�-.."""-'-'.-. : . .1 ...... ...1-1- ...... I ......... I ..... � ........ ....... ­ ............. I ..... I ............................... I .... ­.... ...... I .......... . I ...................... � ........ T., .... 1-T. `-1,111-Z, ........... . * ....... I. -I, -.1- .. ............... ­..­ ........ o .... . !. '. ! ........... ......... � .................. COLLEGE i ' - - * ... � .,.1.i.P'i - . . I . ;;;=-:--.:W-; .. . ........... __ i . : . .. � . ;1- . ." - i C. ALL DISTURBED AREA'S AS DESIGNATED ON THE GRADING PLAN SHALL ... ....... . . .7- .... . .. I .. ........ * ...... ...... * ..... ­­­ ... ..", .... I ... - .... I ......... ............ � ., . . .. .1� i , ...... ; ­-­., ... : ".1, . . 1�1 .. - . - ; Hi I-' I I I 1". I I i I '. . . i : ;­\ .... �­� " - i BE SOW WITH BERMUDA GRASS SEED MIX OF 9OX BY WEIGHT AT A i :: f-'. -111, ! . 7" ­ y C:� � � � " . : 111".........- ................ . ....... . ........ I ........ 1;W41.1 ....... :�; ........ . , N , :.; . I � R�A "-^,.,I -?w.-;0 ._-.1;--- . . ....... -111. 11 ��; � ............ J V ........................... � ........ _ � .. . I . -, ­­­ ............. . ......... - - . .1 .,�,,__ ....... ­-, .... 1.11-11 .... L_�jz .... ::::77!t� .� -1. 1 .... I ... - GROWN BERMUDA SOD. SEE THIS SHEET FOR SEEDED/SODDED AREAS, . ; Inn . .4r . � �J. r - . STATION, TEXA . ,;� . �::, . "I,% _ . .. ?Y111- _Vft-7"T5e!.ZP,' r,--% "vIN" V t"A - � i� ,, I RATE OF 5 POUNDS PER 1,000 SQUARE FEET, OR SODDED WITH LOCALLY ,N��, Zl r j I.. . -_ _...., ............. - ;� ...... 1.1! :;: , %,�95 S.F. I lld�1.11 ­­­­­­­­,­­.­ .... 1. V .i4l­ ... I .... I - ii - .1 I ... z t; ;.,� 11��, It ..1. ..) .......... - ­ ....................... ... � .I...... - ,-1 . ! so A ­ - . . ........ I i _L - N SOD ............. = 0 ­.""."'. ___ ............. � 0. FER71UZE ALL PLANTS AT THE 71ME OF PLANTING WITH TIME RELEASE NI -N . xv-1 � ............. I - . " 1� ........... i, I I - ____ .. -..:.� ....... � FER71UZER PER BRAND'S SPECIFIED APPLICATION RATES. 0 160 S.F. I . .. - - - .. IX -7 ­ ___ - _ - . �, ___ - ___ � - - .., - I I - I I 1, t i ........ iii. . �� T....... - Nkt,Lov 11�z jz.011 ��, - ;�� wl, , . I-- . �- - ;t'u - ZONING C10V' � . -1 -111)._ ... ..... .......... . ...- ....... ..."11.111"..'- r�i3j;-z-'U", � ... ......... � ': ........... - .......... ............. ... " _,i.i , - i - . . . - ".. - . , I ..... I ..... . 11 _­­ ­­­­ .......... . I ......... - ­­ ... "" .. .... ?.i.l.r ......... 1.], ..... I ...... ­­%� : ... 1,­.�.:.,.7811.:. 1- , _­­ ! E. SEEDING ON SLOPES- . I" , I Ns�-" -1 : ­- ­­ __ .*,'.*.*.R -i ..... . . . . i-.-?:::...-.:! , - �-­11= ..=��171 .... , ­_ . : I . . �. � ... .. - N �:: i HYDROSEED WITH GRASS SEED AS INDICATED ON PLANS. SEE LEGEND . .-.---. ___­__­ . . - Isso, I�'I".. ___,_�' . \ , �­­­ - i ...... .. P ­ T- :��'_::j ::::jij��:!:::j . 11 � !.". �---:`!I­�,--.*.! I ..... I --- , , ­ ;,� -, , �.. ­ 1...=` ... _1 , " ­ , ** I I i i=1-1 . . ­ ... I... " _­ ...... .. ............ ... ........... . ...... ........... ....... I ­ ... -1 .... .... .., ...... I ... .. I .... -11 ...... � - I I .......I.- i i" '. CCO SOD AREA . . ._� . .. .... ...... . ............... I . ..... . . ...... I � �"i .... ... J - . .. I Y VADE .. ... I ... V . -.-.-, - -_ FOR SPECIFIC GRASS SEED TYPE. SEEDING SHALL BE A . . .. -.... -?, %j ­­ �\ ..I... ........ .. .... .... I .... .. =:.:. ..... ­. LAN tNI I -- ----. - ­ -, - -, r I I F.........; i i�--.,.-.. . I A L;Lbb: - .,. I- .-,t...-.,.!..;.�'.,-.'.--...... t .. I I IMMEDIATMY AFTER BM PREPARATION. HYDROSEED MIXTURE SHALI.- , � N!Z25 S.F. SOD AMR ..". I . - " . . . .. .......... �­­_­ .- \ 4 IF I ,. 2.14 ACRE TRAC" El Ns"'. - . . - I .. MPLISHED IF , N""�`_ -LF 1j".. ., -1.1 .; 4 .e: I .... ­­: .;, . ...1-1.1- .... � .. .......... .... . 9 LF .., .....5 ..1jW 11- � ....... sli ..... . : . - ______ ___ ­.!f­;-i�1_.-..- ... f. - �1_ - . ... . J ". .." * ..... ` , 160 S.F, !.,I_:r'1.j!_,_: -..1.1._;::..-,:i.?_ij .......... .5 ACRE,1 VOL 9011 .'� ' - - fl,: . ........... .. i1V " " ­ z ---:-. � - .. I ` - �,� ... . ? :::!*1;I:,:: � . . L, � ..... - I FG� 28. H .*' . WITH A MAXIMUM OF 50 LBS,/100 GAL OF WATER. IF SEEDING IS ....... : . INS... ER -I . :. I QN-I . /I . i ...... 4i! ...... . I ;­­, �:::HH::. 41 11 i :A. .. !;: ... . CONTAIN CELLULOSE MULCH APPLIED AT A RATE OF 2,000 LBS./ACRE, ff. .11.-.*�, - . __ I * i W ­ , - . � ... C1�11 . 1-:::..'i � � I :..-::! .... LOT 2, BLOCK �4, DELAYED AFTER MIXING 1/2 - 2 HOURS ADD AN ADDITIONAL 5OX OF ", .., - ", , SQ On D - - H ..... I !,.,%. 1. '.11 ... " . . . . . . . - -11, I i *1*.,... - ei5 ___�� 71": , �� - .,.: :: i---,- - "'; -­-'j:..-..:j' .'*',' """" "" . - � ... I . SEED MIX, IF DELAY IS LONGER THAN 2 HOURS. BEGIN WITH NEW ....::.. -1 ....... --__ % - . - t�`_.[) � , *. . . ...... !'...I..-..I....­�� OD : � . .. - ffl] tr I � . . .... :.. 1; ...... ;H -1, ... I ALL SLOPES 2*1 OR GREATER SHALL BE COVERED WITH *_'1 ___. . . . . �, N-1, . C - , .....'......._7 � .7. -�J,_11'E,*-7.'-i'! ...... . , .... . . . - - WO -1 160 S.F. . . 160 S.F. . . MIXTURE . I . . I I t 0 SOD A IEA �, / t�� � i t -i "' I . ...... �-*-*"-'i..i".!...-.".",i,,�'.'.�.-.':.�..."".."f.;....*,...-.'-,"*,-.*'..�*.,..-".....- �`11��11_ �- . -1 "I i . .. .. I ... -, -- ". - -, - � , i .... . . - I— 7 _: - . , 1 M 215 S.F. : 'n TOWERPOINT 1 - -- - _ - - - . - - 4'....: : : .... . � ": ."......: ....... .. __ - -, . ,------ ,---- - - ___ _ - , - - __ __,.___,___ ------,--- - I - - - - ______ - - , __­ - __ I— SOD AREA : a � . . - - - - ­_ __---- � - - __ - - _____ �%4.""�,.'-.k.".-�.--!-'-�..".N .::.�..-!.�..'.-.,:--.-.".."..�.--�,:.f.;'.� ... :..i"..�.j.-.....".'i;.!.."..*.'�-..,."�..i.,�."t. - _� -, __ " -- REQUIREMENTS; - -1 , I - .. - EMR I * � C 440 S M , -_ - - QN-1 [2 U -j - . . I � - —, , " < 04 . ........ , ,. __ - , i � . , f ...... If; ....... ! 1: ....... ! : , - - _ __ _____ � -_ �101 : I /I . I .... ... ;*11..�..!i­.., ;--i-i......i.... ..i ,,, i ,,,,,, "CURLEX7 BLANKETS. SEE SPECIFICA71ONS FOR SEED ESTABLISHMENT ./ - . :,;l."::�!,*i"(.,::�:.-*-.*�."�*i'-.;.:!!..,.-i-.'.:! . ... 1 .;--r; � 'C' ­ .,g,.T....-._-, N..., 1 -.--,---:.-.;-,AJ',,-,-* ... � i ------ - .. 1'...'....1 . _­� Rz! __ _ -11 . 9 C, "I 8,.0 0 1 _ . ...... .:. .. , ': - ­ ­ - / I _� !�,j,:,::.-"::,?4'k.'� I ........ !'I j.........:M..... I . . � __ ___P . ...... i!%* ... � ­__ - .k�L; .C� ''! . _�7_,_ to _� , ALL SHRUOSr.--IDY-13 . . ,.,�,­, E --i- - ___ __ - -!-- ­--ta- "I 11 .,��.............;...�..,....�... .. , - ltl"i"-'*-'--�,.-':',-.",'*ii:!"-",i*�"-.'.'. - , . . . I __ SHR ' DY -13 . . _Z0 — - - .------- __ f, ...; I : ...... :1: ....... ::: .... . . ­ .... . :. . � � ­* ALL UB�IZM_ - � Ej jW . . c,4 �_ . . � I . , , . -) t.-":k%�, - cx-,� _< ON H I ."i"-.�.'*...�.,".'i"i:"....,...i.i"".i,.."...,.,..,".",: - I I _Z . .j. ..... ..... :.L.,J'..,-.r.-.UA,- ­.... . .. L AND MAINTENANCE 1111111<,,,�r .. . ,._11, ;;­ ---- --i---- —SUBDIVI-S-1 OF SEEDED/SODDED AREAS. I I , , . . . : . � ALL 71R : ..... ­­­ r ....... : 1..-�-.-..-,-,.,, i �--. .... !ii ........ . .... � . ��,� . M - � I . 0 "',�."J".., , - . _' . %,- 11-1 \ = - ; I , ... - . . .. (TYP . rip) % -1- . IIIIIIIIIIIIIIIIIIIIII ---i - .;,: ...... � ...... ;;: 50A ( . '! , g � . :::-_::i � !.....,......I . 1 ...... i 0-5 � '.7 = C, _�;!.,. 1� � z: I Ld . I r", ­�,.- !1,.:�z-. � ,, " -- .-. .. .1 i ...... .. , "', . ... 5;� I i N . �111 ... �: � .... N ...... ;-.L ...... : , ­­ -.'-%%,%, . PROP. 10' PUBU � i 0. HARDWOOD MULCH SHALL BE USED AS A FOUR INCH ,-, . . ,,�,, " -.t ., ... ,- - . . I.;..' I U ... . X� ' " �.-.-.:.:.-.-.I; !:.:"...,.*..:l H,o-.:,."-,l - - - M'q ;.,1:4 ....... ; . ..!.I.,."i,..*..,..,......,...-.: . I 1 (e) TOP DRESSING IN ALL PLANT BEDS AND AROUND ALL TREES, ., i�.'..'..'."�.'�.*..""ii'..'..'.�.:..,..*iii�,.'-.-.-.-.-.f!i�.-.-.=,: . . .. I . EASEMENT(TYP) . . . . . I 1 ��' � a. I.- 5 => _j 113, ROBERT . 'tii ...... � t `7%%,L` t1----'-'-1---- - � .... . . . ......... - . . .. . . . ON -1 WO -A ... I . � 1 1 1 � ;,� ; 0_0 . . i k I -,.-:�, W W, , . SINGLE TREES OR SHRUBS SHALL BE MULCHED TO THE OUTSIDE EDGE ..., - . . . MZO-1, - -�,_! : r_ 0 .,i - ,:. ... f fl_-., PO_`I . . ! 1!!..--A.-.1 �!'.-:.-.-.-.-j i I -.-.-.-.i 1: ....... : I 1:::..:j i i ! - � - .... . I . . i i ij,.ii ..... ior!.1: . 77; - � W . - . `� �-;`i 1-­.,-� .. ....... 1 � . . : . . ` , . : , < � . I - - Ill, � i I . . 71 - , , *`�,` C, M I I --i i 1 i. , 'I _.� -1 *1_!.-:-7-SL�-.-: .... ? . . -Y . =j *,��! ... I !-...`-�­r,--,-.'.,-.,`-_ QN-1 ij.....ji.e..., OF THE SAUCER OR LANDSCAPE ISLAND (SEE PLANTING DETAILS). I ........ N., --- -` "" . 0 ,;�.::.;-.-..J--_--.-,.-;,2 ...... 1111:1 : - STEVENSON SURV H. MAINTAIN 5' MIN. HORIZONTAL SEPARATION BETWEEN TREE . � ... Z'J i; j�.�_., i 'il� I I :.i,r--.--i-.`1. . . , ..... . .. j I �"-_;i! . 11 ... I 1 . _1J --:.;-..i -r-.- . PLAN71NOS AND ALL UTILITIES. -a �/,�_ -%��;.1%"....", I!_ H :---- ,., '..- ­ i f_ SODAREA if .....'...':!".... - . . I . . . / .....i.. 11 ... i �,_ 4F_? W - , - A' 1z!i._­- , -1 - * . " * - '** - .. 7.�,Arl. , _�,* *..'---,::--;1 i , , - - *.; '. . *, V ..%.%.ij.11.71. __ .__ ...... I F _1 J.. .1-1- . J- ", L:. --W:! 'i.? ,,�.!::'.-.'- .., * t!:: . . /� ­­ - 1 ........ 4 1 1 11��: ..... Xz..,, ... ::. -`'.,.,.,. . i.**-.*,."'�.'.."�l.'.*i.'..'.--.,- �;�, A-54 1. SOD ALL SLOPES WITHIN DRAINAGE CHANNEL AND ALL SLOPES ... , . - - " :. -..:.:, 1,:-- 350 S.F. . .. . n.""'.; - .; j.. ­� ; . �': .... =i, ;=; I . i I: .*.�,: i,.*. ­ !..--;��-: :.�i . 1: 1: . - , 'i 1 '.' * 1 -_*-.`_*_i I !.. .. " -!­­ ... I . STEEPER THAN 40, UNLESS OTHERWISE CALLED OUT ON THIS PLAN. P " 1(,�� . "'.'.. . i-H'-,.�`.'-"J , i ii: , 0 1 ­ - _.. - - - , , , ... 1 � i',=1 i L": - - - � / . ... % -...,1? i=:7 . . . . . .. ; ... , . . , . ..."'; .: I " ... I . ­ .-i ...... i . .,� .. .., I --q. . . �,.,.. i � - - � "_ J. REPLACEMENT OF DEAD LANDSCAPING MUST OCCUR WITHIN FOURTY-FIVE . . " ...., � ..... ....... 1 �f'.'..',';I lf'.....','! " 3�.,.--.,-,-,.j i �­ I I 41 10? // . . 70i 00 .... :. i i !.--..! 1 1','.'-....:',; !.-,'..',,-2` .� -4. �.:!: - . 7? / .? 4? i-. N ,., p. '.., 1. 441v_4�' -_--'.:z . " . . '' �*,, � 1 (46) DAYS OF NOTIFICATION BY THE ZONING OFFICIAL OR HIS DELEGATE. ts, ,.-.,.-.-.�. *.'..'..*.'._. 1 j",:".,.*.,.j 1 : i*.: -1] � .. ".-.. � 3! [- X. 1-._..',-:`.':` 1 1-.",�`.---�l i..=H I ... : : 1 ....... � :;:--i I i. .1 . . "I.I: -.-..��,! .*.".,* . - ­­ `­_, ;1_-1 .;: ... *.,�: � F��::: I ;... :: .. :.1 I .- --:i: J.-,-�z5i i.:........ i E.I., 1 i'S-"-;.,---'- . . : :.,_�1';:,_,_,11- I 11 I - - - - , , . . . I . * . 'I. . REPLACEMENT MATERIAL MUST BE OF SIMILAR CHARACTER AND THE SAME .. . ­ :.1 ...... :! ___L _c__�� — — X — : - : , 1., , ..1. ... :..,. I 1:__ . . ...... ..-..j � . . ..... �4 ­ _; QN-1 / . - . � �&.-.-,....,.",!j-:=­ _;,'i.l",= ........ �..,.,:;­.­�: ;T,.,�,..-.,i­ . ­­'­'­: DY -77 I 1, I 111 I / , , so . " -f,p, -v 7 .' - I ;7:;1 .1.1 . . . / 11 S( . IN ASSOCIATION WITH ''%z1,,Q.'-.'- - - -- '--i� `­' ..... . i I ... DEAD LANDSCAPING, AS REQUIRED BY THE ZONING OFFICIAL. SHALL * ___j �;; .... ;; i i-- ­( I.Q.Y.I...' : z­i­ � i ...... 1, !" 1 38 113 I . , - " - "' I , " f! I . CONST17UTE A VIOLATION OF 7141S SECTION OF THE ORDINANCE FOR WHICH - _. � 1'-�-.`--N"-"_.1 -, ..." I 0-t- . 11X--� "'. '1,:.,.,.,f1 � OR HIGHER POINT TOTAL AS THE DEAD LANDSCAPING. FAILURE TO REPLACE 6 6! , `�'� X I N - 7 -%, , . ,�;4 1 -�/ " - - - . __ ­ K I . , . - - 0 N I'll .'�.....,.;:":..,..�..i.;::.".� ..... ..... __ . ... _11, .`� , ...'. - .., "M i . . 5 LF IH 15 -10. . .... . I.i � I ...... � ".. � I *.'.*: THE PENALTY PROVISION MAY BE INVOKED. . . ,,, ��N�! -�Wi i- ;:; - ----- .-j,-,.,_.[..-.--1 ...... -; I:--- :;: .... . : .;..i,.*. 1 -,PO -1 I IIIIIIIIIIIIIIIIIIIII 0 . I - ... .1.1.1. ... ... ... . ...... - 1; . ...... — � ; ...... ...... .,-O *5;1*1 ._*1'-:i- ..... I - U 1. . ­.. i ...... I i ..... - ­= 1.j.I....:..:-..-..: _:::::; .... -..ft. !;. - -, ,�, I .... a . . .... Li.-'- . , '. , - "' , . . . I_K7.".'.'.. ...... I I 1.411.1. H-4; .. .,� . :­:*:U.;,;,M ; ... !:T I'l... ,."..:: I .. I "'.�',�, '-, '\ � . , : .." � -1 I - ,.J;-,;.dJ. , i 1,: ,�,,,' " , . I llul`�MIMMIF�l 1�t.lt ....... __1 SOD AREA K. 1OOX COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK � . elpi"z5a@ I I . ""'", "I , - " "', ",I hill im ;14!ffl P:7, -X=,-nn..x. ­�' . ;. .. 1. ­­.- I ­­­ ---..j,: . ),.";,.:..' -, ... I " "', *N, -_ � . (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, . . . . i*..; � I ,� ", ", ,� , ." �, 1, ..,, .1 ......... - ........... ­:::­­­ ... * : .--- ...... . ­., :.. .... .. :,.. 1,340 S.F. . . , ,,, ,..�:;­.. 1 j,--,:,,;: : I � 1 :::: 1::.-.: �, I " I= !......i.f,!..�i -_- - - =1 '�N,. �: .'. ; ,."', ... ;J.Ill, fl ... . .;:,.. � _ =': *-1-1- ............... � ...... SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGH7S-OF-WAY, ': 1: ...... :it ....... il� .., , - i.�rr . ...... �,", ,,, " ., ,%. ; .... . . .._�N _i . _ \�, 1�1 ..... ::::::::::::: l: _".... -iX. ''Li.1i ....... t . - . , '!� ..... --- � � - ----- � ....... - - ..:,..� .. ...... i .1 `\ ... ­­; -, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. Af..4 4,- I! ...... 1. . . � ... z " .. 11 \, N, ........ I ..................... � ...... �1. .'.,Z.�.._?... - , .:;,- p.- - - " 1, -, -N, -\, --, -� "\, ,\" . . ::: QN-I . I � ....... !!*, '. f'. -=%,l; 1 -.11 ,,, , :'I" I ­ f I . I; _1 , . . - . �., : , � �-!_ . -1, ,li' "!­ .., ­.' c'iq. 7� %., . "" . _ ­� -'!:-.' -.'-.' .."I q e 3--`_`. -T-1,1'.. . , ._:!'r.'. ::' - :!:'. i*!; ­ .1- I *­­ -r-?. I itl ­.. I... .... s - (.I - * i , ,\N-"" � I , , � " ,,-,,*­,� : - - iN 1 P', QN-I . .._ - ,� , ,11 -1 .1 I � .i " 0 , "11,11% I , : .-i � I` y — - , _-_:_.:�.' ,-, '.I. ""' ", , *,:":, J. �,.� -, ,�, " . , \N, -*111::::::::::::.1.*: J :1 ..... 1 f"�,*, d ­� -.'r, -I -.- �u "..1n...'. .7. -""N N, \. I ....... I ...... � ...... ;.;; C 1�_1111 1-1. LAC'.11 k.11E, 1-131. 1", �--'& .1 101.1, I i __Z, i�i�-�,, ...1-:-.-.,..N-";,,-�._ -y..,i.rJ.-­- ­.�i..-_!, L; ALL IREES r5-0jjEq=j__,-` . ..�: , - - NI 1. 11\ " = :_...­._­­.._ .............. I __ . .. . -� - *' - * � -, - .'-.;,---.-.'.�*7-.,-",�;.����--'f'i'--'--'-�-'�'. , :1 1.�n­ J,1-.­,:t.*_,.j� .-:.:. .j-�' . NN W..... 11!i, - . ....... : -j 1 $.­-:: . : .j� - _ .I...., I p-,". ---,. i ... ­., ..... ­ 1 i. `\ ..... �,",= __ ".... . 11 � A '_%`:­,�_.;1 . . I *�, '1% I 4: .... ; , , ,* I - ,, - 1�­ I . _4 .,. t ... i T7.! . i 1, - - -,;-. " - 1, ." " �*.,�.,-,-� rp, , ,,, , . 'A �i f F... - , 4'... ­­­ - ....... i i.11111�::. .. ... 5 "\ " .1 , a . -._­ _. .. I If: %"" ... :1 � .... i . < . . . _,� -.I-. ',.:I- ..z ". . " - - . . , 1, * - , � _.... .1 ; r, 111i . - 1�\ " I � i v.. , , 'K .,,,. Z0-, . .4 �, * ... I � .. [.":.,� ..... � . � . � . - A",�?i.!..',.��.),�(.,'�z4�,�'i', * .. i 50A TREE PLANTING N . . ii .4 ... 1--i i . \� ­*­ -*11 , i . I , �� I . ­-, 1 ...... � i i:7 .,.-; - - . . -i . .. ,�� -:-.::J, !:. ....... - - .I..'. , , .1.1 i -, 1, ", ,,'N\ i - -P-.� - I , J .. SHRUB PLANTING 'I N =­ 1 ..:;.,.,l.1 1 ',::::;l I I ..... i: ....... ...... I � ..... . ; �. �'%11 ".1-j". -M .-. i i14-- 1_,.:, 1 ...... ., 11\ , SOB ,� .J." . ;,_.; .,.--. ir 1, 0, 11,�`-, . - . .. n.1 -, I . .­'.%f_-..� � ..=_ , .. -, ,% . -, 11N �_ I , _.­: i ........ . - I:; ....... . . ..... iH . ..... I ........ .. . I . . . ..... ", . . 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F. i ......... .. . .1.1" -1 TREE PLANTING SHRUB PLANING � . ;:_,_,;,_,_..,-.;.._.!..... . :1i :­ ....... . : .... i... . %;I . .­. ? --...,.Z:� .. _ _ � I . -,V,i,/�,,� . . . .. L*. , .. � �,�_4�F - REVIEWED BY : . * ... : ; i -_N-�jl = . : I .... .i.".1k. , 1+ �j .. "_ ... ; ...; z - .. � .. , . , :. ': . M -H - - ... . EB - . _....". I ..... I .­.U-y-.�: .... .1,-.11" ,. -, ... . � I I ::: I ... , , .. M . .:. ..... - I . . N.T.S. I . . N.T.S. . . I . . . . . I ---- - .; z i � �;-Ilz- . . 11 ... : ...... ; " z; .� .... : ... ... W . - 'N�-­* , � .. . ; : ::... .::: � ,�- ..... ! ; 1':�. .i : . . "".-, i, , " . ..... :i....,".., , - ­;:­ A 11 . . i : .�' .j,:1 " * , ­ . - .. ­` A. ..... z , ; 1. . * `i��Tlf:,-.:!�-.'.-ffl. , . ... --..-- -P ­ W,- : ii ..... �; ,; ... r _ . I , 'e. . . . . . . . . . .. _. n --J..:!i; '2" PO -1 - I KS 0 . . : . . . . .. ". . . . . . 1. . . f.U.t­.-:1 ... ji-r-:­.i­. . I ... * . . ..... :,. . I ...... 1: OW . . . :: .: �­, i; ____.___._____._. M . . . � ..' :..,. , I : . ; : . : "' ..., .. ­ . � ^z -, -I-, I __-1____-- . I . . . . . i :: ...: i ...... : ....... � z.. . . . . . . . : . . _..--.-,..1V...._-.. �� :: : I . . . .. .:..:.. 11 . � 1- if ..... :;, 4".. - � .1., � 8 . .. . .,. . . . ...� ''...... - - .. _ - DIRAWN BY (0 I I . I . .. . . I . . . . . I ...... ..; ............ . . :;� A j, 11 . ,a . . ... . . . , " .. : . .1. . .. ., _.�.. .4.. , % � PLANT LIST . . I .. . � I I . . �, A, � I P", . " REVIEWED FOR r_ . I., , . . . . .. I k. : : . . . : f, �,N� I � I , I ., . . . . 11 . 1313 I ... . �� .. . ... I . `N� , , I ­ -- ... ­­____ .___-1-._-_ 9 � . � . : ... . . . '11/1 �, - � . ,­ A a a , . .,% . ./I..., " V..) �'.-I- . ... i ' , If i PROJECT NUMBER ROOT � .. .. . .. .: I . . ­',�111 "I """OWAPI IA_ " ---i" IT . C . PW&TS . . . . . . .. . . . . . .. . .- If , ,,, . ! �- KEY OTY SIZE . . COLLEGE STATION, TX. LANDSCAPE REQUIREMENTS. . .. . .. I . U 114 `1'�f t: i . I PLANT * . . .. . . . I I i �= 4::��� PO 10 POST OAK ' " . .,� - :.,. .. . . .. .. . . . . . .. . '. . . . . I 8- 4!#.11.#. 00 2 1/2* CAL SPACED AS ...,.. .. . . ... .� . .. . . ... . . . . .. . . .. . . . .. � � . nn / 1� ____._ - CM . REQUIREMENT \'\\ . . PROVIDED . .. __ LANDSCAPE POINTS DETERMINED BY TOTAL S.F. or - --- . . . . . . . ..:. ... ... or SITE OR SIM OR 70TAL I OF PARKING SPACES MUM I . I ' r_ .§ . () //,�� 44 TREES 0 75 POINTS EACH WO, 16 WILLOW OAK . Ousme Phellos B&B I 2 11r CAL' 75 - I . SPACED AS SHOWN . . ..� .... . . . : ., - " . - THE # OF POINTS PER S.F. OF SITE AREA IS 12 . I . ,-1: �:.., �. � I . .. DETERMINED AS FOLLOWS: 30 POINTS PER 1000 75 POINTS AND EACH 5 CALLON .. . . . SHRUB IS WORTH 10 POINTS. I . . . . . : . . � MAJOR ARTERIAL STREETS REQUIRE I SHOE TREE . . . � .. 0 is 1 1 FOR EVERY 32 LF OF STREET FRONTAGE. 300 EXCLUDING DRIVEWAY OPENINGS = 20 20 TREES HAVE BEEN PROVIDED ON 18 WATER OAX . I Ouarcus n1gra B&B 2 1/:r CAL 75 SPACED AS SHOWN . I . . . . . . I I OPENINGS. I : . , . .. . C6 M C) . . . . . . . . . . . . . . . .. . . . . _.. . . . . - . . . . . . . . . . . . ;. . � I I CM 9 I CREPE MYRUE,LT FORM) - - LagareWsmia B&B 2 Ilr CAL 40 SPACED AS SHOWN ' . . . . '.. , . (0 -9 ER 5 I EASTERN REDBUD Carets canadenals B&B I 2 I/r CAL 40 I SPACED AS SHOWN . . . :.. , . I . 0 W . 0- * IN 20 9 I INDIAN HAWFHORN - I 5 CAL � to 3'-O* O.C. 1* ... P! . — . RaphIdepts Indica *.- : CONT- r TALL MIN, OR AS SHOWN :.. �`_ . . il'* . CJ 123 CAPE JASMINE (GARDENIA) . 5 GAL 10 51--W O.C. '. NOTE: Gardenia jasminaides COW. V TALL MIN. . OR AS SHOWN .1 E All trees along Arrington Road must be trimmed as to not to DY ISO — DWARF YAUPON Ilex vornitorla Wand . CONT. 5 CAL Ir TALL MIN. I 2!-O' D.C. OR AS SHOWN . . � 7, . CL , extend over Arrington Road and must have a canopy clearance NOMI- .. . . . . . F1 -;i from ground -level to the bottom of the canopy of 8'-O", � ALL CANOPY TREES SHALL BE BALLED & BURLAPPM (8 ei i) 'PER -THE PLANTING . . . i ' NTS W 7,180 , I .. . .... . ­., . LIST ABOVE. - . . � . .. . __ .... . C4 01 M All shrubs must be pruned to not extend over the public NOM . . . '. .. PER 71M CITY OF cuLm smi*s i997 kmNc; ORDINANCE FOR STREET S'CAMr, SECTION 111.101. . . . . . , . C� . CAPE JASMINES (Gadento jaminotdoe) WERE NOT COUNTED TOWARD . . . . . .�.. . sidewalk along Arrington Road. THE TOTAL PLANT POINTS REQUIRED FOR THIS PROJECT. . . I . . . .. � . . . . . . , CD . NON -CANOPY I SHALL BE MEASURED 127 ABOVE GRADE'ON A StHME CANE. - . . . . N � . . . - �:: �': . . . . . . . . . . AREA . . REQUIREMENT REQUIRED ' . . . PROVIDED . .. I ... .. . LANDSCAPE POINTS DETERMINED BY TOTAL S.F. or TOTAL Sn S.F. = 93,198 S.F. --- . . . . . . . ..:. ... ... or SITE OR SIM OR 70TAL I OF PARKING SPACES TOTAL POINTS REQUIRED: . I ' . .i . SITE.EXCLUDING WHICHEVER IS GREATER. IN THIS CASE THE TOTAL 93,198/10DO = 93.198 44 TREES 0 75 POINTS EACH ..ENTIRE AREA S.F. OF THE SITE IS GREATER. .93.198 X 30 = 2,706 POINTS 14 TREES 0 40 POINTS EACH ..STREESCAFE .1 .. 39 TREES & 274 SHRUBS. AND 332SHRUBS 0 10 POINTS - " . - THE # OF POINTS PER S.F. OF SITE AREA IS EACH 2-1/2 CALIBER TREE IS WORTH . I . ,-1: �:.., �. � I . .. DETERMINED AS FOLLOWS: 30 POINTS PER 1000 75 POINTS AND EACH 5 CALLON .. . . S.F. OF SITE AREA. SHRUB IS WORTH 10 POINTS. I . . . . . : . . � MAJOR ARTERIAL STREETS REQUIRE I SHOE TREE 624 LF OF STREET FRONTAGE . OF THE TOTAL INDICATED ABOVE STRE.ESCAPE - AREA FOR EVERY 32 LF OF STREET FRONTAGE. 300 EXCLUDING DRIVEWAY OPENINGS = 20 20 TREES HAVE BEEN PROVIDED . ADDITIONAL POINTS SHALL BE PROVIDED FOR EVERY TREES. 624 LF OF STREET FRONTAGE / ALONG THE STREET MNTAOL. � . 50 IF OF STREET FRONTAGE EXCLUDING DRIVLVAY 50 X 300 = 3,744 POINTS . I I OPENINGS. I : . , . .. . . . . . . . . . . . . . . . . .. . . . . _.. . . . . - . . . . . . . . . . . . ;. . � I I TOTAL = . TOTAL I OF POINTS = 6.540 TOTAL # OF POINTS = 7,180 I . . .:. I . . . . . . .. '.' . . . � — __...,__.._.____.__ : . . .. . . . . . . . I . , I UU1 U I LU DATE . . . . . . . I * - . . . I — ___ - . . *� . . .. . I I . I . . . . I I I : . I . . . . I .. � WO _TE. .. . . -�'.-.� .. CU'i-L-c-ut 0 iA;1k;0N, � .. 06-17-2009 . . i�?,`�;!?,.i � . -,-- -"�j�i��i' � DEVELOPMENT SERVICES TITLE .. , � I SHEET . 1.) THE. CONTRACTOR SHALL. PROVIDE A. FULL .COVERAGE ��;,,,��'�� ! I 1. . : _ . . I ­ i . � � - . el,,P�`i`,.,�?,` � PLAT FILED: 1 -3 1 -01 . . . I � -IRRIGATION SYSTEM.. '. . N', � � - 4 Iq - ... .. . . . *9 Z I . . . . , � . . .� ­ .. .. .. - ...'. '' . . .. .. . . . . . �!!�, I � ; 0 a /I I I . ..,.: . ..- . . 1" .. . . .. ... .. . I . . . NN�" I I . . i . . . . . ", & / �1,�) * : . . 1 2.').'. THE .IRRIGATION SYSTEM -MUST'BE PROTECTED -BY.EITHER A W I 011 . ^ ^ a I 'r . . . . . . 11 P4%0 U � , . * . ­ �.-? I . � I , , . PRESSURE'VACUUM-BREAKER; A REDUCED-.�--PRESSUREt- . - �ii��il� I I I ; Engineering U I � ' .. �'il'.,A. . . , * * ' , ., . I annin i 'PRINCIPLE..'BACK FLOW :bE'VICE',-'-*OR - A.. DOUBLE-CHECK -BACK 11" �, �, � . ��� ' . .. . , � . .. gg � a � 0*1�1'1 I I FLOW DEVICE, ­AND INSTALLED AS PER �CITY ORDINANCE 2394. '' -:1-41 ssoda tes, Inc. ANDSCA E N 1. . . -, I . 1.` I . � . -.i!.R�, ­ '... � , . - . . . . . . . ... ' _ - I ... f - . - I � _. * ' ' . �,­.. EN,GIIJEERS 11 PLANNERS . SURVEYORS H ' . " . . : 0 1 . 3.) ALL'.BACK­ FLOW DEVICES MUST BE'INSTALLED AND -TEST ­.. LANI:SCAPE �RCHITECTS - -ENVIRONMENTAL SCIENTISTS . E ' ��::­. .—, ���, �. .... I I � _3 . UPON INSTALLATION AS PER'. CITY 'ORDINANCE" 2394. :.,.:::.:, . LBJ � Fre way, Suffe 100 972-488-3737 1 .. . . I .. . . . . :� /I 5 —488-67J2 . .. I . 1 972 . . I M, 11;,". - I I * I : . . n tur-, tAAB7. I - 14— 0- A 1^0 Air% n&rV120 I . I I r) a . . �� . . . . ; , - . .. . I '" upw � : M . 0 .. . . ... . .. . . I �. . . . . . . I co ____________ --- � ___ � � � - . . . . . .. . I . . - . . REWS N. DA 7F. 9128ID9 - - . . . . . . . . - 4 . I . , - -1- .......... ­_,_,_,____-­.­ ..... � .... ­­­­ . . . .. . I . ­ - . . . , . .,.� %.� ..,_ . .. . - :.. . . I . . .. .. . .. ... .. . .. . - . . . . .. . : .- ; .. , t. . : . I . . . . . . - . . . __,L . . CopyrIght 0 2009 WALTER P. MOORE AND ASSOCIATES, INC. -111111114 . I . I - � � : � � - . .......... _ 8 . ..... EXISTING ISIDEWALK (TYP) t/ 1 �0 C4.V 6 ARRINGTON-ROAD (W R/W). 7 ............. w. ........... ....... ........ ........ ..... Out. 0(3 00 10' WIDE PUBLIC UTILITY EASEMENT E I IT XH e VOL. 8002, PG. 289 -IRON ROD 1/2 ^2-spl....... .......... ACE cw 7 EXIST� SIDEWALK -Z 7 SPACES 0 9 =63' w. MI -57 I" go Wg­ �a to aw. 0a. )IRA w Q0 NOR RETAINING WALL -0-2 ff::% SEE RETAINING WALL CONSULTANT PLANS FOR RETAINING WALL DETAILS AND CONSTRUCTION 0. 0 *6, "C' 0, 426 S.F. Z",�044 ^1 11 0 �Q, g., tq 1,)/o `1� IN n a 0 "N Blow R=813.54' 1/2" IRON ROD SET '03'03- N-1 AL4804 0 & �l __11 ____ ChB=S 3 t3, 15' ChL=922.1 -�465 T=559.66' 3 1/2 -IRON ROD /2" IRON SET Pr,ln czpT 1; 1-01 A E I 426 S.F. PROP.JSIDEWALK c.2 Y 1 9' 14 ...................................... S 27-50'14-&-.�3 .02-5 SPACES 0 9 L i S.. IS 5'x5' Pau (MIN) 12.5 1 . . . . . . . . . . . . . '(>2 63' I T W. FITCH PARKWAY 0 W. 30, 21 R30 I N I u /1 4& /27 IF ROD & R10 Ll 5__ CA D_ '71 .. . . . ..... 5w PROP FIRE FYDINT C.> BICYCLE-/ 0- PARKING AREA 1958 S.F. in /0'2�516' filli, 111111 \Q!.YCONC. PAD 339 S.F. 6' F.D.C. PROPOSED CLINIC BUILDING CONNECTION l3s800 SF SPRINKLERED STEEL FRAME BUILDING FF293SO BUILDING HEIGHT 2725FT ""N 5'x5 RETAINING WALL WITH GUARDRAIL L 19 16' /2 g5g� SEE RETAINING WALL CONSU T*ANT n: CONC. PLANS FOR RETAINING WALL DETAILS Pon �'ND coNsTRucnON. SEE TXDOT 114 INUN KUL,�� X*1.11.1. I -bW R -L w_ METAL BEAM GUARD FENCE DETAIL 6 6 R d L111 Ij I .............. ............. AND CONSTRUCTION. GUARDRAL TO SET MBGF-03A FOR GUARDRAIL DETAILS C .. ... .... X.T__ 12' k". . TCH BRICK IN .............. 6 PAINTED TO MA 00 6 4. LINIC FACADE. Aj ........... ............... I PROP. SIDEWAILXK ............... STATE OF TEXAS .................... 38,064 ACRES 0 VOL� 3926, PC. 104 ZONE A-0 A CULT GRIC IURAL-OPEN NM 1. TOWER POINT PHASE 1A & 1B WILL BE CONSIDERED ONE BUILDING 7. PER §4.1.2(5) OF THE TEXAS ACCESSIBILITY STANDARDS, 4 PLOT. ACCESSIBLE PARKING SPACES ARE REQUIRED FOR A LOT WITH 91 - SPACES. 1 OF THESE SPACES MUST BE VAN -ACCESSIBLE. 2. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL. BE SUFFICIENT ACCESSIBLE PARKING IS PROVIDED. SCREENED FROM VIEW OR ISOLATED SO AS NOTTO BE VISIBLE FROM 1!52 ANY PUBLIC R(GHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF 8. THE SUBJECT SITE -DOES NOT LIE WITHIN THE 100 -YEAR FLOODPLAIN THE SUBJECT LOT, MEASURED FROM A POINT FIVE FELT ABOVE GRADE. INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS, AND SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO's. 0201D & ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 0205D. MAP NO's. 48041CO201D & 48041C205D. EFFECTIVE DATES ILM FEBRUARY 90 2000. 3. THE SITE LIGHTING WILL, MEET THE STANDARDS OF SECTION 7.10 OF ......... ....... - THE UNIFIED DEVELOPMENT ORDINANCE. 'ME LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SKU 9. SPECIAL CARE NEEDS TO BE TAKEK TO AVOID NEGATIVELY IMPACTING DIRECTLY PROJECT UGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED THE ADJACENT CONSERVATION EASEMENT WITH CONSTRUCTION ACTIVITIES AND NO ONE WILL BE PERMITTED M ENTERL THE IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT EASEMENT AT ANY TIME A TEMPORARY PERIMETER FENCE SHALL BE CROSS AW PROPERTY LINE. INSTALLED TO PROTECT THE CONSERVATION EASEMENT FROM OFF-SITE 4. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE THREATS DURING CONSTRUCTION AND SHALL BE INSPECTED FOR VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACKFLOW COMPLIANCE. DEVICE, OR A DOUBLE CHECK BACKFLOW DEVICE, AND INSTALLED AS 10. FIRE SUPPRESSION LINES SKALL HAVE A LOCKABLE UD ON THE PER CITY` ORDINANCE 2394. ISOLATION VALVE. THE LOCKABLE LID SHALL ALL A MINIMUM 5. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON SUPPLY PROTECTION AS THE AMP OR USA, LL562 LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY COLLEGE INSTALLATION AS PER CITY ORDINANCE 2394. STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 6. PER §7.1.1.9 OF THE U.D.O., 1.0 PARKING SPACES ARE REQUIRED FOR 11. SINCE THE DUMPSTER IS LOCATED WITHIN AN EASEMENT, THE PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OF ALL EVERY 200 S.F. FOR MEDICAL CLINICS <20II000 S.F. FOR A 13s800 S.F. SCREENING MATERIAL IF IT BECOMES NECESSARY TO REMOVE CLINIC, 69 PARKING SPACES ARE REQUIRED. 91 SPACES ARE THEM FOR UTILITY CONSTRUC11ON OR MAINTENANCE. PROVIDED. I Bs ROBE 3 S F, WALTER P MO(?RE L E )N MARP - E LLP LOT BLOCK 4 1!52 ACR TOWER POINT SUB[ VISI N PHASE 1B VOLI 904G, PROJECT NAME . 34 ZONE Cl ILM SCOTT & WH 4 .1 ......... ....... - MEDICAL CLIlqIl%...* _TE (DN .......... USED ul COLLEGE ARCH. ur ...... 9 ........... 2 ..X ................. ............. .. ................... .. . ..................... .. ................... . .............. ........................................... .... .. . ................. v ................. ...................................... ..... . .. . ............. ............. : ..... ..... ............................... ......... ..................................... ................................................................ ............ . ........................................................... ................................................... .............. ............... M ....... .................................................. . ... ....... . ............... ......................... I ......................................................... X. ....................... .................................................... . ........ I ........................................................................ 4j; ........................ ...................................................... A� ..................... I ..................................... ............. .. ........ ... ...... ............................. .. .......... .:-*-: .. ...................... 7.'. R 1_t.!; ........ .......... I ". ,.: .... I ............................ : ... . ... .... ........................... .............. - - - --------------- v ------------ .................. At- oxt. ............ .... . .. W.W7.­7 "V- Q. .7:00 . . ..... .................................... . ... ...... . . ...... I . ................................ . . ................................... . ............ .................. .......... 2 CITY OF COLLEGE STATION, TEXAS g� .g.g -OU'ry AND ui 10' WIDE PUBLIC U 04 PRIVATE DRAINAGE EASEMENT 3 VOL. 924.3*- PGA -34 ..................... ...... ....... ... .... 3 VICINITY MAP VA �i #ON _P!ROP.-'8CUAR r D (TYP) C3 REQUIRED C3 +1' 0+21 9 1/2 IROR ROD 0+3 'TAXION 0 441 SET GOL6EGE 6 LOPMEW 85,RVICES NOT R "RED 9 WATER & SEWER DEMANDS PEAK WATER DEMAND: 180 GPM AVG WATER DEMAND: 1850 GPD PEAK SEWER DEMAND: 23 GPM AVG SEWER DEMAND: 1605 GPD 01 00 Z009 '-'U E S --k Tim co !0 (D 0 a co W_ I Ln SCALE: 1'*=20' WALTER P MO(?RE L E )N MARP - E LLP LOT BLOCK 4 1!52 ACR TOWER POINT SUB[ VISI N PHASE 1B VOLI 904G, PROJECT NAME . 34 ZONE Cl SCALE: 1'*=20' PROP,. WALTER P MO(?RE H LEGEND WALTER P. MOORE AND ASSOCIATE 1301 McKINNEY, SUITE 1100 5. INC, PARALLEL, HOUSTON, TEXAS 77010 4.1 PROF' PHONE: 713.830.7300 FAX: 713,63017396 TO ADJACENT PROPERTY LINE OF HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSASCITY AUSTIN LOSANGELES �AS VEGAS IIS EDGE) PROJECT NAME PRO ILM SCOTT & WH 4 .1 STOUC MEDICAL CLIlqIl%...* _TE (DN ARRINGTON;RD,. USED ul COLLEGE ARCH. & STATION, TEXAS i AYd UT ZONING Cl OV Qy 2.14 ACRE TRACT, EX OSE EXIST. STEEL REMOVE D(IST. LOT 2, BLOCK ds, � BOULEVARD. S TOWERPOIN1 H ki DICAP SUBDIVISION, PHASE & SIDEWALK. Of I Bs ROBE TO : EXPOSE 00ST. STEEL STEVENSON SUR E ilits A-54 S .-I I DETAII IN ASSOCIATION WITH tC4.0 FOR TRASH RECEPTACLE PROP,. NOTES: H LEGEND (D i WALL PARALLEL, TO ADJACENT PROPERTY LINE 4.1 PROF' PA41EL " TO ADJACENT PROPERTY LINE OF PZ1 TI IIS EDGE) 4.1 PRO ILM FOR AREA LIGHT LOCATION, 4 .1 STOUC ]ON DETAILS. (DN KEY NOTES: (D i WALL PARALLEL, TO ADJACENT PROPERTY LINE C J !B LINE ) PA41EL " TO ADJACENT PROPERTY LINE OF y AL ON TI IIS EDGE) S 71 MEP I ILM FOR AREA LIGHT LOCATION, C) STOUC ]ON DETAILS. (DN ) E NOT USED 0 N 1H,E (�)SEE ARCH. & 3 )TRUCT. PLANS FOR BLDG DIMS. i AYd UT EL DORADO MA:' Qy fCUT EX OSE EXIST. STEEL REMOVE D(IST. 0 � BOULEVARD. S EEDED TO CONSTRUCT NEW H ki DICAP tAMI & SIDEWALK. Of SAW : CU'l TO : EXPOSE 00ST. STEEL \/-oo/\u 0 T OF C ilits REMOVAL AT END OF RADIUS S .-I I DETAII #3 tC4.0 FOR TRASH RECEPTACLE SCREEN 0 L INSI iUCTION & DETAILS. LEGItt D. LIGHTS' HYDRANTS 1/2" IR( N ROC Er LOODPLAI N 1110400 BRASS DISK STAMPED ADO AT THE 11ITERSECTION OF GLENWEST S '.ET s,o OF ENTRANCE INTO THE LODGE BAYBROOK ELEVATION: 26.48 (NAVD88)(2001 PROJECT BE ADJU,STIIIINT MARK- 11 "HY" IN HYDRAIlL 0 N 1H,E TDP FLANGE OF THE FIRE HYDRANT, 76' 1: �ST �OF HE SOUTHWEST CORNER OF EL DORADO MA:' RESERVE "Bm, ON THE NORTH SIDE 1) ff 0 � BOULEVARD. I �, EPOON: 33.18 COLLEGE STATION MARKETPLACE, LLP 520 POST OAK BOULEVARD SUITE 850 PHONE: 713-623-0188 FAX: 713-623-0178 TBPE Firm Registration No. 1856 ............ S. R. PINNAPUREDDY F ............... I.*..* ... #:... 891577 NO. DATE DESIGNED BY AP REVIEWED BY KS DRAWN BY BP PROJECT NUMBER 23-015040-04 --------- - DATE - 0 -26-2009 SHEET TITLE nnin e SITE LAYOUT 1:11LAN SHEET NUMBER c"Ifli .0 Copydght IQ 2009 WALTER P. MOORE AND ASSO',IATES, INC. 01 ICAL CLINIC RO �►D ,BLOCK 4, IT, @I In, 1 14, POINT U = DIVISIO ,PHASE 1 B MBERT STEVENSON SURVEY,. C�o00c�gc� VICINITY MAP, rr�Mr�' s .a U 0 v LO 0 C) _ in v _ co U - 0 0 v 0 LO0 0 0 N C) a E ca n rn 0 0 N N CD Q IN' PAGE DESI C0.0 COVER SHEET C0.1 SURVEY C1.0 LAYOUT PLAN C2.0 GRADING PLAN C3.0 UTILITY PLAN HOUSTON, TEXAS 77010 WATER LINE PLAN 2 C4.0 GENERAL NOTES & C4.1 DETAILS C4.2 DETAILS C4.3 DEAILS C5.0 _ WP°aP _ C6.0 , j,NAGE AREA M� 1. Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 s 4 4 S. R. PINNAPUREDDY • 89577 F .• E N ♦ .. 0 L d NO. DATE REVISION DESIGNED BY AP WALTER P MOC RE WALTER P. MOORE AND ASSOCLATES 1301 McKINNEY, SUITE 1100 INC. DRAWN BY HOUSTON, TEXAS 77010 BP PROJECT NUMBER PHONE: 713.630.7300 PAX: 713.630. 396 1040-04 DATE HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES L jS VEGAS 08-4"!6-2009 PROJECT NAME COVER SHEET, SCOTT& WH U E MEDICAL CLI ilc IOS Copyright © 2009 WALTER P. MOORE AND ASSOCh .ARRINGTON R COLLEGE STATION, TEX S ElKl' ZONING C10V 2.14 ACRE BION LOT 2, BLOCK 4, TOWERPOINT SUBDIVISION, PHASE 1 B, ROBERT STEVENSON SUR EY, ICaHLE IA -54 7 0 LS IN ASSOCIATION WITH COLLEGE STATION MARKETPLACE, LLP 520 POST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713.623-0188 I I FAX: 713-623-0178 Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 s 4 4 S. R. PINNAPUREDDY • 89577 F .• E N ♦ .. 0 L d NO. 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ELEVATION: 33AB ...—i _ , I. I . .1 � i I IT N, " .,,., . . C) ­ I � u') " I ..... , 1�11_ . . ? .T 9 \ : � .* U") 11-1 I .1 � I 0 \ . : (D \ `\.l. . c%j \ I . 6 \ - ... _-, ."'.11, � . C_..,"'. '.., I a. 1. , " . , -, ­--_*--,, ",-, I . . I . 1. _- �. E %,\ "'., CL . "., 00 ", \ 'A \ "".11 "I"*%.. I . \ --. ­. .1 - 0) .. '. " , ", . - -'I. -.I--,. 0 1-1- � . - - . ­,""", C) 1%1..,. cli \ ", '. � ** ` 11, 1-1, - " 06 . . ,,, ­— — ___ — Ak1. ­*­­­-­—­­- ll-_.l,%"..,%,.. — ___ ,�Z. . i .... : ...... ; ­ .--....--. __ ­­ � _ .. ........... �. __ I : . , ____­ln____l__ FLOODPLAIN I 0'> -- 4Z,C, , , C14 STAMPEMD 01 �,-� I. __ I ­­ ." I �,_. __3 'If � le� k:- ... U - -_e�__11_1 .... - " – ..., __.._,., 1 .4 , , �, , —I )­ le., - � � I - . - "I �; ; � I- . — 9 - 0 �_j ,,-.-�,, .. V,o , = . . I � _j I - $ f Q - �r, �1_ 414 N III i I SCALE: 1 0=20* 1 ; i I i � I : I � : : 1 : ll.�:�/ .�4 I"',% ; ; . �_",/ $ a . z ! . : 13DI!i8iON' I *1 . 3 I I I ", i I J . I . 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SfDE,.c F , qPw 9j, 9 DO BOULEVARD. 1.1, 1 .11, � / ELEVATION: 33AB ...—i _ cm. I ­--, " ._­­.­. m . I . I \.,� - , "I.. \ — =j < ------ ---------------------------------- ___ ---------- __ ----- � ----- - ----- - N _____ - - - _._.__________ ------ _._ ----------- � .... .. � ..... ... .. � � ..... .... . __ ____'. WALTER P MOORE WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1 1 00 HOUSTON, TEXAS 77010 � PHONE: 713.630.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA � ORLANDO KANSAS CITY AUSTIN LOS ANGELES LA � 3VEGAS -------------- �_____________ ----,---- -, , PROJECT NAME SCOTT& WHI � E MEDICAL CLI I IC ARRINGTON RIDI. � COLLEGE STATION, TEXA ZONING Clov 2.14 ACRE TRAG , LOT 2, BLOCK 4, - TOWERPOINT SUBDIVISION, PH/ SE 1B,ROBERT . STEVENSON SURV�EY, A-54 IN ASSOCIATION WITH : : . . . I � : COLLEGE STATION � MARKETPLACE, � . LLP , : 520 POST OAK BOULEVARD� ' SUITE 850 � I ! HOUSTON, TEXAS 77027 ! i I PHONE: 713-623-0188 1 FAX: 713-623-0178 � I . - . I . . . i .... I I, I � i i . I I 17��@mmmo NO. DATE REVISION I 11 DESIGNED BY � AP REVIEWED BY � i I I i 1 - KS i DRAWN BY : BP PROJECT NUMBER : 23-05040-04 DATE � � : 08426-2009 - i SHEET TITI r - SURVEY SHEET NUMBER C110.1 __ — Coppight 0) 2009 WALTER P. MOORE AND ASSOl' ,IATES, INC. I -------- ­.___.____­____ I . I I I � , , � i i i : � : i 1187 EXISTING 5,11DUKK Typ 10 ------ 4. A RRINGTON-ROAD--- (Ba R/W) 7 ............. 71 ......... 0 C; 6 00 12 10' WIDE PUBLIC UTILITY 'EASEMENT EXHIBIT "B" VOL. 8002, PG. 289 (mIN) 1/2- IRON ROD 6 0 9 cly S&t_ 2 SPACFq ..................... "'567R, EXIST, DEWALK 7 SPACES 0 9'=6Y X, ­;z :-x gm, - ACES 0 9 4�� 12 S 27*50'14"E-?�18-025 SP .5' m LL: g., OEM/ R1, LL: . . . ....... R2! gg, 'mg,, u: Cn OR, g/ g a go 0 . . . . . . . . . . W.- ......... aq, 42 ............... ............ RETAINING WALL Owl: SEE RETAINING WALL 293 So CONSULTANT PLANS FOR RETAINING WALL DETAILS . . . . . . . . . . . . AND CONSTRUCTION W. '101. to I 0A_ X.. . . . . . . . . . . 426 S.F. ............................ ..... .................... ...................... ............... �p vl�- 1m 11 ..... . . . . . . . . . . . .0 I .M.: -, : R=813.54- 1/2" IRON ROD SET k=69-03'03- AL=1?80A�' A w ChB=S 04�'353 2.18' 'A ChL=92 -�465 F. T=559.66' 1/2 -IRON ROD 3 7,f�8 SET /2" IRON Pr)r) (zp'T 1/2"IRON RO S ET fJ v v 0 "ail 426 S.F. PROP. I SIDEWAIX 96 14 0 PARKING AREA 339 S.F. - 16 1 5px5o U Lo 0) 3 TYP 1958 S.F. t' 2 A5mx5p N�CONC. PAD PROPOSED CLINIC BUILDING F.D.C. CONNECTION 1000 SF SPRINKLERED STEEL FRAME BUILDING FF293.50 BUILDING HEIGHT = 27.25FT 63 '@>2 30 9 ,45\ R10 21' RM t f% A 4'. j z 5 iJ I - ui co LO -'\5'x5 �-5 I SEE REIAINING WALL CONSULTANI 19 16' 0, .2 PLANS FOR RETAINING WALL DETAILS CONC. -0, En AND CONSTRUCTION. SEE TXDOT sm No IN, METAL BEAM GUARD FENCE DETAIL MBGF-03A FOR GUARDRAIL DETAILS 6 6 To AND CONSTRUCTION. GUARDRAIL ......... Go BE PAINTED TO MATCH BRICK IN 15 , %!1y *1 - i! m so CLINIC FACADE. 6 .1K.: ROW,, 12 . ........ ......... STATE OF TEXAS os ..... .. ................. to PROP. SIDEWALK L4 ............... CONSERVATION EASEMENT .1.1 . ......... . ...... LL: A.. 38,064 ACRES 239 S.F. 104 CID VOL 3926, PG_ ...... ....... ZONE A-0 ...... 9 .............. .. .......... I CU L -OPEN AGRI URAL 7 . . . . . . . . . . :-, .7. . . . . . ..... .... .... ................. --- ...... ............................. ... .. .. .. ...... f ........................................ ...... ............. ........ ............. ............................................ . ......... ........ .... . 04 *­*,*­­­­­­­ I .... . .. ................ .......... ............ .......... H ....... w ............................... .................. 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STATION TEXAS 2q4,4.F. rITY C)P 1 01 1 EGE D -g us 10' 'WIDE PUBLIC U11LI,rY AN PRIVATE DRAINAGE EASEMENT ::X . ............. . 3 VOL. 924.3, PG.134 Vir.1WITY MAP tjuumL) k I T r) 4A'l rZ '71 .5A! -1 /2" IRON ROD SET WATER & SEWER DEMANDS PEAK WATER DEMAND: 180 GPM AVG WATER DEMAND: 1850 GPD PEAK SEWER DEMAND: 23 GPM AVG SEWER DEMAND: 1605 GPD Go ly- CURB TO �11). FITCH PARKWAY v 1/2-,RON ROD & GAR -FOUND PROP ,'W ER; COLLEGE STATION NOTES 1. TOWER POINT PHASE 1A & 113 WILL BE CONSIDERED ONE BUILDING 7. PER §4.1.2(5) OF THE TEXAS ACCESSIBILITY STANDARDS, 4 LACE LLP PLOT. ACCESSIBLE PARKING," -SPACES ARE REQUIRED FOR A LOT WITH 91 LOCK 4 1.5 SPACES 1 -OF THESE SPACES MUST BE VM -ACCESSIBLE. 0 TOWER POINT 2. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHAII BE SUFFICIENT ACCESSIBLE PARKING IS PROVIDED. ION PHASE 113 VOL SCREENED FROM MEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM . . 34 ZONE C1 ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF 8. THE SUBJECT SITE DOES NOT LIE WITHIN THE 100 -YEAR FLOODPLAIN PROP�i, THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS, AND S FOR AREA LIGHT LOCATION, SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO's. 0201D & 0 ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 0205D. MAP NO's. 48041CO201D & 48041C205D. EFFECTIVE DATES rE NOI USI- FEBRUARY 9, 2000. EL DORADO 3. THE SITE UGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF &:STRUCT. PLANS FOR BLDG DIMS. THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALI_ 9. SPECIAL CARE NEEDS TO BE TAKEN TO AVOID NEGATIVELY IMPACTING ADO DIRECTLY PROJECT LIGHT HORIZONTALLY. nXTURES WILL BE MOUNTED THE ADJACENT CONSERVA11ON EASEMENT WITH CONSTRUCTION NCUT 4 IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT ACTIVITIES AND NO ONE WILL BE PERMITTED TO ENTER THE CROSS ANY PROPERTY LINE EASEMENT AT ANY TIME A TEMPORARY PERIMETER FENCE SHALL BE 4EEDED TO CONSTRUCT NEW INSIAI1.ED TO PROTECT THE CONSERVA11ON EASEMENT FROM OFF-SITE 10 4. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE THREATS DURING CONSTRUCTION AND SHALL BE INSPECTED FOR VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACKFLOW COMPLIANCE \yjtII DEVICE, OR A DOUBLE CHECK BACKFLOW DEVICE, AND INSTALLED AS 10. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE REMOVAL AT END OF RADIUS PER CITY ORDINANCE 2394. ISOLATION VALVE. THE LOCKABLE LID SHALL ALL A MINIMUM 5. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON SUPPLY PROTECTION AS THE AMP OR USA, LL562 LOCKING LID. -_ DETAIL, INSTALLA11ON AS PER CITY ORDINANCE 2394. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED By COLLEGE S(IEEN CfNSTRUCTION STA11ON UTILITIES DIRECTOR OR HIS DESIGNEE. E N 6. PER §7.1.1.9 OF THE U.D.O., 1.0 PARKING SPACES ARE REQUIRED FOR 11. SINCE THE DUMPSTER IS LOCATED WITHIN AN EASEMENT, THE EVERY 200 S.F. FOR MEDICAL CLINICS <20,000 S.F. FOR A .13,800 S.F. PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OF ALL CLINIC, 69 PARKING SPACES ARE REQUIRED. 91 SPACES ARE SCREENING MATERIAL IF IT BECOMES NECESSARY TO REMOVE PROVIDED. THEM FOR UTILITY CONSTRUCTION OR MAINTENANCE. CL 0 0 ------ ____ ------------ - - . . ..... .... .... ................. --- ...... ............................. ... .. .. .. ...... f ........................................ ...... ............. ........ ............. ............................................ . ......... ........ .... . 04 *­*,*­­­­­­­ I .... . .. ................ .......... ............ .......... H ....... w ............................... .................. 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STATION TEXAS 2q4,4.F. rITY C)P 1 01 1 EGE D -g us 10' 'WIDE PUBLIC U11LI,rY AN PRIVATE DRAINAGE EASEMENT ::X . ............. . 3 VOL. 924.3, PG.134 Vir.1WITY MAP tjuumL) k I T r) 4A'l rZ '71 .5A! -1 /2" IRON ROD SET WATER & SEWER DEMANDS PEAK WATER DEMAND: 180 GPM AVG WATER DEMAND: 1850 GPD PEAK SEWER DEMAND: 23 GPM AVG SEWER DEMAND: 1605 GPD Go ly- CURB TO �11). FITCH PARKWAY v 1/2-,RON ROD & GAR -FOUND PROP ,'W ER; COLLEGE STATION 'I I C'Eq LACE LLP LOT 1 E LOCK 4 1.5 AC, 0 TOWER POINT $SU � M ION PHASE 113 VOL 0 . . 34 ZONE C1 SCALE: 1'*=201 WALTER P MOORE WALTER P, MOORE AND ASSOCIA4S, INC. 1301 McKINNEY, SUITE 1 10b HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 i HOUSTON DALLAS TAMPA'ATLAN4 ORLANDO KANSASCITY AUSTIN LOSANGELEEJ LAS VEeAS PROJECT NAME SCOTT & WF ITE MEDICAL CLINIC ARRINGTON RD. U. COLLEGE STATION, TEMS ZONING C10V 2.14 ACRE TRAi6'w%T, LOT 2, BLOCK 4, TOWERPOIN SUBDIVISION, P ASE 113, ROBERT STEVENSON SURVEY, A-54 IN ASSOCIATION WITH LEGE-1 a. HATCH LEGEND PRO ) NOTIM NCRETE RIM285,56 S�I T ii S WALL TAI� 2/C4.1 PRO RB LIN, NCR TO ADJACENT PROPERTY LINE PVMT p kO I mo 3/C4.1 PROP�i, ` MEEPP P S FOR AREA LIGHT LOCATION, PVmTo C 4STRU( 0 4/C4. 1 LEGE-1 a. 104,110 LIGHTS HYDRANTS KEYE ) NOTIM HE RIM285,56 S�I T ii S WALL i PALM TO ADJACENT PROPERTY LINE THE LODGE RB LIN, PARALLEL TO ADJACENT PROPERTY LINE DATE p kO I mo IS EDGE) SE ` MEEPP P S FOR AREA LIGHT LOCATION, "HY"IN HYD C 4STRU( 0 & DErAILS. ON rE NOI USI- fOP SOUTH WEST CORNER OF EL DORADO ARCP &:STRUCT. PLANS FOR BLDG DIMS. NORTH SID LAYOU1 ADO BOULEVARD. NCUT 4 EX2OSE EXIST. STEEL REMOV ' E EXIST. 11 iEWALK AS, 4EEDED TO CONSTRUCT NEW 4DICAP SAWCUr P & SIDEWALK. EXPOSE EXIST. STEEL \yjtII IT OF URB REMOVAL AT END OF RADIUS /a \f/SE -_ DETAIL, #3,, '/C4 .0 FOR TRASH RECEPTACLE S(IEEN CfNSTRUCTION & DETAILS. LEGE-1 a. 104,110 LIGHTS HYDRANTS )N 'RO 0 AT 1/2" IIR ­. I F NO. ( 104,110 I BRASS DISK )N 'RO 0 AT HE RIM285,56 S�I T ET SO TH FL276.02 THE LODGE P BAYBR 2 1 � DATE E ION- PRIMARY kbt FLOODPLAIN ­. I F NO. ( 104,110 I BRASS DISK STAMPED 01C 0 AT HE NTERSECTION OF GLENWEST ST ET SO TH )F ENTRANCE INTO THE LODGE P BAYBR OK 1 � DATE E ION- 26 48 (NAVD88)(2001 PROJECT BE ADJ 5 �H RK- �Ej "HY"IN HYD NT, ON '"HE FLANGE OF THE FIRE HYDRANL 76': E -AST OF THE fOP SOUTH WEST CORNER OF EL DORADO RRKETPUE E, RESERVE -B-, ON THE NORTH SID ADO BOULEVARD. ELEVATION: 33.18 COLLEGE STAT ON MARKETPLACE", LLP 520 POST OAK BOULEVAF tO SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188 FAX: 713-623-0178 Walter P. Moore and Associates, in �1 TBPE Firm Registration No. 1856 -wg�_o OF 'wo, , a ... so. ,wco OF jw o' OF S. R. PINNAPUREDDY ............... ... OF 89577 Nor-,. NO. DATE REVISION DESIGNED BY AP REVIEWED BY KS DRAWN BY BP PROJECT NUMBER 23-�105040-04 DATE 013-26-2009 SHEET TITLE CIVIL� SITE LAYOUTP,LAN SHEET NUMBER I (.ao* 1 . 0 CopyTight 2009 WALTER P. MOORE AND ASSOCIATES, INC.