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HomeMy WebLinkAboutDrawings�. O SITE OF LOCATION v \ \ 1 'elk s � t t t t t • t t t t i t 1 REPUBLIC BANK A &M ' CALLED 18.552 AC. VOL 948 PG. 803 t . t ZONED 'C -Z I t 1 t t i 1 t t t 1 t 1 t 1 t ffA ®RYUG C�v & ti ,,— .— . iyi�•r• —. .•rr.��f.v —. rr�r -+r�'1 r - -r ri i- rr��.- .r.— y.- . �..r•r�-•T 1�'— •r-- -�. ..�.,i-r� - - -•r —�•— ..... , __ .._.__ ......................... .............._.._. -, x- 45'P - ubtrc U ;; , .. ...................... 15 ........... : I /- - -- — - Easement \ — — — — — —- [ — —,— — — - — �.... ................... ............................... .... - .........._..._...... i r ` l' .................... ...... ^ ��EXIST 20' FIRE LANE - == = - 'R - ---------- - - - -- - - - - - - - - - - _W _._ _ _........._.....r�......_ -- — — — — — — — — — — -- — — — — — — — — — — — — — — — -� T f 3 i REPUBLIC BANK A&M CALLED 18.552 AC. VOL 948 PG. 803 ZONED "C 2" S 9 E • - _ / Ex. 20' Utility Easement — t Vol. 1133 Pg. 69 I I TYR. \ a k ,c [ t� ; i r I / ` Q / v i ,Z 1 i • ' i 1 1 �c i ' : i i i i I i I i ; / I e < , 1 \ 35 p y I 1/9 : 1 I: I I- , k. k 7 I t �, ff I .k1V I s I t ! \ i \: ,> I i i [ I\ ,\ . , ....wk. �1 R i .. \ \, h / Ex. 20 Public Utilit 4 =►I r I i E asement • t Ea I � ii - i I t { t' 1 i • 4 li F i i i r• •� fff i J I % ( i i I �• I .. EX. WATER 7 3 . . . . . . . . : . . . . . . J .. . . ...,. . . . F . . i . . . . . . . .......... ..--- .......................... . . . ..___. .......<........,........_ - - - -- ... .. ................... . _... > I 1 i II , I - I - - 91 - ; ; : > ....... ...jam .: . . . 1 ., .,., .. .f.. . . . . I /., 1. .0 I i I: ✓ ■' I I I. 'X.`2 'G AS` v..E / Ili 1 1 I I LINE � ,r I I ,:,:.: >:.::: l, I r w t - - -- —I— — -- - -- — - - - - -- ,_ J, • i - -_ - . ..t.. �•_-- �_ I — — -'� �_.,,. -: �— — ..__..._ _ ......,1+. — •- 3- •...._o-. _.L... i L — f >.:t .............. I { EX. FIRE 'DEPT• c , j : ! . I I :� =_ ._ ._....__ — ,; �. ......_.._ CONNECTION, �•....... ._ ....... .--------- _.._.._..... _.._..... - _ -- I ------------------------ - - - - -I — I — y- - - - - - -- - - -- - - -- — Ex.- C/aria - ble Wi�tf� ; - -- — - -- r ; i i 1 I I i I: I <, . i P II•G ment Pu l id.. Utillt E s% a , > I I �� I .. .. ., y . Se ildina _ m . . . . . . . . ...... . . f ._ ... _..._.... . . . . . �..I........� :............. >. . ....... .•- ., .. — - :........:._ - - - - - - - - - -- - - - - -- -- — — - -- - — — — -- ------------------------------ S 42° 18`37" W - 1259.35' ELECTRIC ■ f t..::.... E.x -_�a P,ub11.c.....ut +l'i't ,., . .......__ ------ _ ._ ........ _...... _:,,: _. ....... _.._.._._......._ . 2 -4 CONDUITS _ .__ •�� "���� __.............r._. Easemen ..... _..... . ,.�_.. - __ __ _ - - - -- - R ........_..._... _..._ ....... _....._........._...__........ _. •; WAL -MART STORES, INC. LOT 1, BLOCK ONE SAM'S SUBDIVISION CALLED 16 AC. VOL 1275 PAGE l3 ZONED 'C -I" \ ;s' PROP .''15' ''.i DRAINA'CE ` ESMT . r�) i 1 . :l .iA / %��i x 1, + \: J t ! . ;s• ass t r•• II + s n. n��fi.3E i J Y K:n i J <, 1 %Y i scs. S SUDHIR D. PATEL, M.D. REMAINDER OF CALLED 29.92 AC. VOL 1969 PAGE l3/ ZONED `C-2' WATER DEMAND METER FLOW: 0 GPM MIN. 150 GPM MAX. FIRE FLOW. 750 GPM MAX. (VERIFY WITH SPRINKLER ENGINEER). PARKING LOT 1 689 SPACES (INCLUDING 18 H.C.) LOT 2 -154 SPACES TOTAL - 843 SPACES TOTAL REQUIRED - 837 SPACES ACCESS J t t _ _ 1 SUDHIR D. PATEL- 4�l.D.- ' REMAINDER OF CALLED 29.92 AC. 1 1 VOL 1969 PAGE l3/ ZONED "C -2" GENERAL NOTES: 1 -ALL EXISTING UTILITIES ARE SHOWN SCHEMATICALLY AND ARE FOR THE CONTRACTOR'S GUIDANCE ONLY. THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, SIZE AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITIES 48 HOURS PRIOR TO BEGINNING WORK. 2 -ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS AND GENERAL DESIGN STANDARDS. 3 -ALL DIMENSIONS ARE FROM FACE OF CURB UNLESS NOTED OTHERWISE. 4- STARTING HYDRAULIC GRADE IN DOUBLE 48' RCP WAS DETERMINED TO BE AT ELEV.= 257.25 FROM FEMA FLOOD INSURANCE RATE MAP 48041CO142C, EFFECTIVE DATE, JULY 2, 1992. 5 -ALL DISTURBED EARTH MUST BE 100% COVERED WITH ESTABLISHED GRASS OR GROUNDCOVER PRIOR TO C.O. 0 25 50 75 100 150 SCALE IN FEET REGENCY PARKWAY, INC. CALLED 34J3 AC. VOL 1082 PAGE 337 ZONED "C-2 Ex. 30' Utility Easement Vol. 1978 Pg. 201 LEGEND UFfUrf TAP LEGEND tk) f q EXIST. EASEMENT LINE - - - 260 — — — `7- 4••---259.60 EXIST. SPOT ELEV. ,VAIEWOMESTI EXIST. WATER LINE W ATMIRRIGATION SUDHIR D. PATEL, M.D. REMAINDER OF CALLED 29.92 AC. VOL 1969 PAGE l3/ ZONED `C-2' WATER DEMAND METER FLOW: 0 GPM MIN. 150 GPM MAX. FIRE FLOW. 750 GPM MAX. (VERIFY WITH SPRINKLER ENGINEER). PARKING LOT 1 689 SPACES (INCLUDING 18 H.C.) LOT 2 -154 SPACES TOTAL - 843 SPACES TOTAL REQUIRED - 837 SPACES ACCESS J t t _ _ 1 SUDHIR D. PATEL- 4�l.D.- ' REMAINDER OF CALLED 29.92 AC. 1 1 VOL 1969 PAGE l3/ ZONED "C -2" GENERAL NOTES: 1 -ALL EXISTING UTILITIES ARE SHOWN SCHEMATICALLY AND ARE FOR THE CONTRACTOR'S GUIDANCE ONLY. THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, SIZE AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITIES 48 HOURS PRIOR TO BEGINNING WORK. 2 -ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS AND GENERAL DESIGN STANDARDS. 3 -ALL DIMENSIONS ARE FROM FACE OF CURB UNLESS NOTED OTHERWISE. 4- STARTING HYDRAULIC GRADE IN DOUBLE 48' RCP WAS DETERMINED TO BE AT ELEV.= 257.25 FROM FEMA FLOOD INSURANCE RATE MAP 48041CO142C, EFFECTIVE DATE, JULY 2, 1992. 5 -ALL DISTURBED EARTH MUST BE 100% COVERED WITH ESTABLISHED GRASS OR GROUNDCOVER PRIOR TO C.O. 0 25 50 75 100 150 SCALE IN FEET REGENCY PARKWAY, INC. CALLED 34J3 AC. VOL 1082 PAGE 337 ZONED "C-2 Ex. 30' Utility Easement Vol. 1978 Pg. 201 LEGEND — -- — -- — -- — EXIST. PROPERTY LINE - — — — — — — EXIST. EASEMENT LINE - - - 260 — — — EXIST. CONTOUR LINE 4••---259.60 EXIST. SPOT ELEV. Ex. 12' W EXIST. WATER LINE - — ss - — - EXIST. SS LINE EX. 30 RCP s" n EXIST. STORM SEWER GAS EXIST. GAS LINE LIGE EXIST. U.G. ELECTRIC TEL EXIST. TELEPHONE 0 L EXIST. LIGHTPOLE - - - - - - - - - - PROP. EASEMENT LINE 712 PROP. CONTOUR LINE .}--- 259.60 PROP. SPOT ELEV. 12' W PROP. WATER LINE 18' RCP PROP. STORM SEWER - - W UGE PROP. U.G. ELECTRIC z��,s;Ft <r S .,.;�. >..�..�� °f <,Er�I PROP. PAVEME N T OWNER CINEMA PROPERTIES, INC. (CINEMARK USA, INC.) 3900 PLANO PARKWAY, SUITE 500 PLANO,TEXAS 75093 (972)665 -1000 SITE AREA LOT 1 -9.929 ACRES LOT 2 -1.523 ACRES TOTAL AREA - 11.452 ACRES CO MPLIANC JUL 2520 C OO ENGINEERING CERTMwE 0 REQUIRED 0 + 1 1 , 0 +2' 0 -r3' 4l. NOT COMPLIANCE JUL 2 5 2003 ��� COi LEU STATION "LO NT SEVICES BENCHMARKS BM #1 - S.E. CORNER OF CURB INLET AT THE SOUTHEAST DRIVEWAY TO ASSOCIATES. ELEV = 260.80 BM #2 - V2" IRON ROD IN LANDSCAPE AREA ALONG SOUTH PROPERTY LINE. 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A.. v .................-..---...................-. .................._.._..-....I- . � rnrnin SYMBOL DESCRIPTION MANUFACTURER 9 MINI- WEATHER STATION HUNTER O CONTROLLER RAINBIRD ESPMC X STRIP 1812 A STRIP (END) 1812 A( SPRAY 1812 / STRIP 1804 1 STRIP (END) 1804 Q SPRAY 1804 No. REMOTE CONTROL VALVE H DOUBLE -CHECK ASSEMBLY Q WATER METER 'A QUICK COUPLER - — — — MAINLINE PIPING �•-� -1 SLEEVE PIPING LATERAL PIPING STATION NUMBER [ 33q2 VALVE SIZE GPM (APPROX.) RAINBIRD 15SST RAINBIRD 15EST RAINBIRD MPR NOZZLES RAINBIRD 15SST RAINBIRD 15EST RAINBIRD MPR NOZZLES RAINBIRD PEB 2" FESCO (REUSE EXISTING) 2" WATER METER (REUSE EXISTING) RAINBIRD 33DRC SCHEDULE 40 - ALL 2" SCHEDULE 40 CLASS 200 EXISTING 2 1/2" PVC IRRIGATION MAINLINE TIE INTO EXISTING 2 1/2" PVC IRRIGATION MAINLINE 4" SLEEVE 2" CONDUIT TIE INTO EXISTING 2 1/2" PVC IRRIGATION MAINLINE Vx lJ�OH H . 11 i8 H 10H j 4" SLEEVE 2" CONDUIT 25 2 1/2" PVC IRRIGATION :MAINLINE RMEWEE OR COMPLIANCE JUL L 5 2003 ` COLLEGE STATION DEYE LOPWRT SEVICES z O Cn z Q w Cn W to Z 0 W_ > Cn O W W J J y 0 Q z r -4-1 L � i I �P•' TF� �1 ...........t...I , SCOTT E. HOR . ICK ........6696 ro Gn 0 v � a H � a -4=J ct a CIA 4mm4 U H va W � H q 1MIIIIIIIIIIIIII U 'n � (4 C-4 v■■ mom w 00 A Project No: AVO # • 21403 Issued: JULY 2003 Revisions: No. I Date Description Drawn by: TID Checked by: 'SH Sheet Title IRRIGATION PLAN IR - 1.1 Sheet Number FINISH GRADE 3 .-4' CONDUIT FOR 120/ QUICK - COUPLING VALVE _ER W/ 4BINET RETE PE TO DRAIN) 1 1, 2" OR 2" CONDUIT FOR VALVE WIRES RAINBIRD ESP -MC WALL MOUNT C ONTROLLER SCALE: N.T.S. SCALE: N.T.S. " MIN. CLEARANCE SLEEVE SCHEDULE SCALE: N.T.S. A B E SIZE DOWNSTREAM PVC PIPE EXTENSION TO MATCH SIZE OF UP STREAM MAINLINE PIPE. GENERAL NOTES: 1. INSTALL 8" X 8" X 16" SOLID CMU BLOCK ALL AROUND THE VALVE BOX. 2. PEA GRAVEL SHALL BE INSTALLED FLUSH WITH BOTTOM OF PIPE AND VALVE. 3. MAIN LINE SHALL HAVE A MINIMUM OF 18" COVER LATERIAL LINE SHALL HAVE A MINIMUM 12" COVER 4. PROVIDE A 24" WIRE EXPANSION COIL AT EACH SPEARS DRY SPLICE WIRE CONNECTION. 5. CENTER VALVE ASSEMBLY IN VALVE BOX. CONSTRUCTION NOTES: A. FINISH GRADE B. VALVE BOX BY AMETEK C. SPEARS DRY SPLICE CONNECTORS. D. IRRIGATION MAINLINE. E. IRRIGATION MAINLINE SERVICE TEE OR ELL. F. SCHEDULE 80 PVC X 12" NIPPLE. G. SPEARS TRUE UNION SCHEDULE 80 PVC BALL VALVE. H. SCHEDULE 80 PVC CLOSE NIPPLE I. ELECTRIC VALVE (SEE PLAN) J. SPEARS SCHEDULE 80 PVC UNION. K. LATERAL LINE. L. MINIMUM 6" DEPTH PEA GRAVEL. M. 8" X 8" X 16" SOLID CMU BLOCK. N. 24" WIRE EXPANSION COIL. 0. FILTER FABRIC. TAPE TO ALL INLET AND OUTLET PORTS OF VALVE BOX TO BLOCK SILTING PROBLEMS. ELECTRIC VALVE & VALVE BOX SCALE: N.T.S. FINISH C SPRAY NIPPL IRRIGATION NOTES: WIRE W/O CONDUIT RUN WIRING BENEATH ALL SOLVENT WELD TIE A 24 —INCH LOOP IN AND BESIDE MAINLINE. PLASTIC PIPING TO ALL WIRING AT CHANGES TAPE AND BUNDLE AT BE SNAKED IN OF DIRECTION OF 30 10 —FOOT INTERVALS. TRENCH AS SHOWN. OR GREATER. UNTIE AFTER ALL CONNECTIONS NOTES: HAVE BEEN MADE. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. -� PIPE & WIRE TRENCHING SPRAY - ON NIPPLE SCALE: N.T.S. •6. PAVING DITCH SLEEVES 18" MINI- - -•—PVC CAP (TYPICAL) 4" JIN. T FINIS GRADE PAV I NG i ISH GRADE /TOP OF MULCH CK — COUPLING VALVE: VE BOX WITH COVER: —INCH SIZE SCH 80 NIPPLE LENGTH AS REQUIRED) NCH MINIMUM DEPTH OF ;/4 —INCH WASHED GRAVEL SCH 40 STREET ELL CK (1 OF 2) SCH 80 NIPPLE LENGTH AS REQUIRED) SCH 40 STREET ELL SCH 40 TEE OR ELL MAINLINE PIPE SCH 40 ELL A 2" REDw000 STAKE w/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT NOTE: SUPPORT SYSTEM 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. SCALE: N.T.S. 18" 'MIN. 24", MAX. C CAP (TYPICAL) NOTES: 1. ALL IRRIGATION SLEEVES TO BE SCHEDULE 40 PVC. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24— INCHES MINIMUM ABOVE FINISH GRADE. 4. MECHANICALLY TAMP TO 95% PROCTOR. SLEEVING PLAN VIEW SCALE: N.T.S. 1. ALL SPRINKLER EQUIPMENT NUMBERS REFERENCE THE RAINBIRD EQUIPMENT CATALOG. 2. ALL 24 VOLT VALVE WIRING IS TO BE OF 14 SINGLE CONDUCTOR. ALL WIRE SPLICES ARE TO BE PERMANENT AND WATERPROOF. _ 3. SLEEVES SHALL BE INSTALLED BY GENERAL CONTRACTOR. SLEEVE MATERIAL SHALL Bc PVC. SIZES AS INDICATED IN DETAIL. 4. TEN DAYS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE. IF STATIC PRESSURE IS LESS THAT 60 PSI. DO NOT START WORK UNTIL NOTIFIED TO DO SO BY OWNER. 5. ALL MAIN LINE AND LATERAL PIPING SHALL HAVE A MINIMUM OF 12 INCHES OF COVED. ALL PIPING UNDER PAVING SHALL HAVE A MINIMUM OF 18 INCHES OF COVER. 6. THE IRRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF THE SYSTEM WITH THE LANDSCAPE CONCTRACTOR SO THAT ALL PLANT MATERIAL WILL BE WATERED IN ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. 7. CONTRACTOR SHALL LAY SLEEVES AND CONDUITS AT TWENTY —FOUR INCHES BELOW FINISH GRADE OF THE TOP OF PAVEMENT. 8. CONTRACTOR SHALL EXTEND SLEEVES ON FOOT BEYOND EDGE OF ALL PAVEMENT. 9. CONTRACTOR SHALL CAP PIPE ENDS USING PVC CAPS 10. GENERAL CONSTRACTOR SHALL FURNISH OWNER AND IRRIGATION CONTRACTOR WITH AN AS BUILT DRAWING SHOWING ALL SLEEVE LOCATIONS. 11. HUNTER MINI — WEATHER STATIONS WITH FREEZE SENSOR MUST BE INSTALLED WITH EVERY CONTROLLER. " MME E 6_ COMPLIANCE JUL 2 5 2003 COLLEGE STATION DEYELOPWNT SEVICE z VO # . 21403 O JULY 2003 U) 2 z 2 11 Q 2 0— 2" W Q � -- 7� 1 114" W -- Z 1 1/ 0 3 " 3 " W < 4 4 OW 6 6 W 3" J J 6" 0 8 0 Q 6 11 Drawn by: TID W Checked by z Sheet Title IRRIGATION DETAILS U CE..0F. TF1 %Il w i ... .SCOTT E. HORICK ........... •• ra t �•• 669 • 0 V� V./ 4 M a UH o� U CCU N N � ■E■ acj� . z mom w Project N VO # . 21403 issued :� JULY 2003 1/2" 2 2 11 3/4" 2 Revisions: 2" No, Date -- Description 1 114" 3" -- 3 1 1/ 3 " 3 " 3 " 2 " 4 4 4 2 1/2" 6 6 4" 3" 6" 6" 6 8 0 8 11 6 11 Drawn by: TID Checked by 5H Sheet Title IRRIGATION DETAILS IR - 1,2 Sheet Number PVC PIPE SIZE: SOLVENT WELD SCH. 40 FITTINGS BELL AND GASKET FITTINGS SOCKETED PIPE 1/2" 2 2 11 3/4" 2 — 2" 1" 2 1/2" -- 2 1/2" 1 114" 3" -- 3 1 1/ 3 " 3 " 3 " 2 " 4 4 4 2 1/2" 6 6 4" 3" 6" 6" 6 8 0 8 11 6 11 ELECTRICAL WIRING TO BE INSTALLED IN SEPARATE 2" CONDUIT sssssFE.Esasss 95SOATESSO StW4WdJSPR0.IECT89 SECTION VIEW MAINLINE. LATERAL.MAINLINE LATERAL WIRING IN AND WIRING IN PIPE PIPE CONDUIT THE SAME TRENCH