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HomeMy WebLinkAboutSP and L'scape1LliG LEGEND DIRECTION OF FLOW Dow- SETBACK LINE SWALE FLOODPLAIN BOUNDARY LINES EXISTING CONTOUR 248 — - --- ponomED CrITOUR 248 - --- �--� -- ` a SECTION OF BARBED WIRE FENCE f TO BE REMOVED (APPROX.' 215') 25 2s� j SECTION OF BARBED WIRE FENCE + TO BE REMOVED (APPROX. 565') PROPERTY LINE . STANDING WATER ON A •`'�. c$ :, SEE NOTE 9 WET DAY = 243.7' . FIELD SURVEY CHECK BY BLEYL c; �. & ASSOCIATES Qy RIP RAP r � I`� �, `�`'• i •.. pr's.' .:..` �,..• ..' ... .' � �� ` SCHEDULE' °B ': NTS � T10 VOL 304 PG. 237 CI OF BRYAN 20' WIDE BLANKET EASEMENT M .NO LANDSCAPING C TY OF BRYAN 20' WIDE BLANKET EASEMENT f� VOL 98, P( 216 CITY:OF BRYAN (20' WIDE) _. VOL 407 P6. 800 O TY OF COLLEGE STATION 20' WIDE SAN. SEWER ESMT SHOWN VOL 2085 P.C. 120 GUSDN BURLESON COUNTY GAS `20' WIDE BLANKET EASEMENT VOL 4371 P.G. 295 t'GATHERING SYSTEM . EROSION CONTROL BLANKET (SEE NOTE 15) 10 —m VOL. 130 PG. 237 Q ? Raintree 29 10 —n VOL. 307 PO, 310 OITY OF BRYAN 40' WIDE EASEMENT SHOWN 4A O Park VOL 456 PG. 380 dULF STATES UTILITIES. COMPANY 115D' WIDE EASEMENT SHOWN 10—D VOL 49 Pb. 18 ALIMBLE PIPE LINE COMPANY BLANKET EASEMENT SHOWN AS CRUSHED LIMESTONE FiLIMBLE PIPE LINE COMPANY STANDARD 50' EASEMENT �FpSeGrp� �•c 7„���i� XON PIPELINE COMPANY AND _.. 1TY OF COLLEGE STATION N. FLOODPLAIN MITIGATION AREA 1 PIPELINE COMPANY AND ENCROACHMENT AGREEMENT CITY OF COLLEGE STATION ENTERGY POWER POLE � 10—q VOL. 510. PC. 629 .'CITY OF COLLEGE STATION 40' WIDE 'EASEMENT SHOWN CSU POWER POLE ` a SECTION OF BARBED WIRE FENCE f TO BE REMOVED (APPROX.' 215') 25 2s� j SECTION OF BARBED WIRE FENCE + TO BE REMOVED (APPROX. 565') PROPERTY LINE . STANDING WATER ON A •`'�. c$ :, SEE NOTE 9 WET DAY = 243.7' . FIELD SURVEY CHECK BY BLEYL c; �. & ASSOCIATES Qy RIP RAP r � I`� �, `�`'• i •.. pr's.' .:..` �,..• ..' ... .' � �� ` SCHEDULE' °B ': D NO• � T10 VOL 304 PG. 237 CI OF BRYAN 20' WIDE BLANKET EASEMENT M .NO VOL. 98 PG. 217 C TY OF BRYAN 20' WIDE BLANKET EASEMENT VOL 98, P( 216 CITY:OF BRYAN 20' WIDE BLANKET EASEMENT VOL 407 P6. 800 O TY OF COLLEGE STATION 20' WIDE SAN. SEWER ESMT SHOWN VOL 2085 P.C. 120 GUSDN BURLESON COUNTY GAS `20' WIDE BLANKET EASEMENT VOL 4371 P.G. 295 t'GATHERING SYSTEM . N/A—SOUTHWEST OF PROPERTY 10 —m VOL. 130 PG. 237 4OLF STATES UTILITIES COMPANY 100' WIDE EASEMENT SHOWN 10 —n VOL. 307 PO, 310 OITY OF BRYAN 40' WIDE EASEMENT SHOWN 10-0 VOL 456 PG. 380 dULF STATES UTILITIES. COMPANY 115D' WIDE EASEMENT SHOWN 10—D VOL 49 Pb. 18 ALIMBLE PIPE LINE COMPANY BLANKET EASEMENT SHOWN AS VOL 49 PG. 33 FiLIMBLE PIPE LINE COMPANY STANDARD 50' EASEMENT VOL 513, Pd. 156 XON PIPELINE COMPANY AND ENCROACHMENT AGREEMENT 1TY OF COLLEGE STATION N. VOL 854 PG. 599 1 PIPELINE COMPANY AND ENCROACHMENT AGREEMENT CITY OF COLLEGE STATION 10—q VOL. 510. PC. 629 .'CITY OF COLLEGE STATION 40' WIDE 'EASEMENT SHOWN 10 —r VOL. 1085, PG. 89 h6ITY OF COLLEGE STATION PERPETUAL EASEMENT SHOWN 10 —s I VOL 7239, F 3 , . 232 1 ,CITY OF COLLEGE STATION PUBLIC UTILITY EASEMENT SHOWN Xv . GENERAL NOTES u, 1) UTILITIES WERE LOCATED ON OBSERVATION BY • .. x., f FITTZ & SHIPMAN, INC. AND INFORMATION PROVIDED BY THE CITY AND THE UTILITY COMPANIES. NO BELOW GRADE EXCAVATIONS WERE MADE. THESE FACTS SHOULD BE VERIFIED WHERE NECESSARY. 2) PLEASE USE THE TEXAS ONE CALL SYSTEM BEFORE ANY EXCAVATION TAKES PLACE. CALL 1 -800- 545 -6005. CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL UTILITIES. 3) IN ACCORDANCE WITH THE PROPOSED FLOOD INSURANCE RATE MAP, FEDERAL EMERGENCY MANAGEMENT AGENCY, COMMUNITY PANEL NO. 480083 0220 E DATED AUGUST 4, 2009. THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE "X ", "SHADED X" AND "AE ". FITTZ & SHIPMAN, INC, AND PBS&J DO NOT WARRANT NOR SUBSCRIBE TO THE ACCURACY OR SCALE OF SAID MAP. 4) BEARINGS ARE REFERENCED TO THE NAD83 TEXAS STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE #4203. DISTANCES SHOWN REFLECT SURFACE AREA. THE VERTICAL DATUM IS NAVD 1988 AND IS TIED TO LECIA CORS STATION IN COLLEGE STATION, TX. 5) THIS PROPERTY IS ZONED ' -0" AS ESTABLISHED 8Y THE CITY OF COLLEGE STATION'S GIS MAPPING SYSTEM. 6) ACCESS ROAD TO SUBSTATION TO BE GRADUALLY SLOPED DOWN TO MATCH THE ELEVATION OF THE ROADWAY INSIDE THE SUBSTATION AT THE ENTRANCE GATE. SLOPE SHALL NOT EXCEED 5% AT ANY POINT. ACCESS ROAD DETAIL PROVIDED BY ENTERGY. GRADING AND DRAINAGE CALCULATIONS AND DRAWINGS PROVIDED BY BI EYL & ASSOCIATES. 7) NO PUBLIC WATER OR SANITARY SEWER WILL BE EXTENDED TO THIS PROPERTY AS PART OF THIS SITE DEVELOPMENT. . 8) CONTROL HOUSE WILL BE 24' X 24 (576 SQ. FT.) AND 10' TALL. THE EXTERIOR WILL BE MADE OF CONCRETE WITH AN EXPOSED AGGREGATE FINISH COLORED GREYSTONE GRAY. ALL DESIGN AND ENGINEERING PROVIDED BY MODULAR CONNECTIONS r A —4 / v , POND 1 A r SEE NOTE 12 ' ANITARY SEWER LEGEND DRAINAGE SWALE IN. WATER DEMAND 0 GPM 15 FT. PRIVATE DRAINAGE EASEMENT cV �` f �w MAX. WATER DEMAND 0 GPM AVE. WATER DEMAND 0 GPM �' ' Y r ... y. ..' •< 1 ' 24 MAX f REMAINDER OF MAX. SEWER LOADING 0 GPM V � . ♦; " `` BRYAN D. JONES, N CHARLES ERIC JONES AND NOW OR FORMERLY h N MARSHALL B. JONES RICHARD SMITH r V ' : /,'' VOL 6488. PG. 248, O•P.R,B.C. + .. 2 �S TRACT THREE ES 45.12 ACRES AND VOL 328, PC% " N (CALLED 77.62 ACRES) VOL 6875,PG 19i. 4. (TRACT ONE- 46.12 ACRES AND ZONING A -0 co ;R" # ZONING A -0 C.S.U. TRANSFORMER SEE NOTE 10 r� + %'+}� -� PROPERTY LINE , PROPOSED 15FT C.S.U. \. , ELECTRICAL EASEMENT •:. r = • � •., f�� . #�' � s Ln • Cx 1x g• 2 �-..',.:. + .. •• '., .• - - 9) THE WATERING TANK AREA WILL BE CLEARED AND ALL UNSUITABLE/ O 2 r PVC TO C.S.U. s ' '�.�► ORGANIC MATERIAL WILL BE REMOVED AND REPLACED WITH STRUCTURAL '� :, •, ca ... FILL AND REGRADED TO THE ELVEATIONS SHOWN BY THE CONTOURS ON CIV THE DRAWING. THE STRUCTURAL FILL SHALL HAVE MEASURED PLASTICITY .�• . ,: "..;...,: ,,•. 4 •;� N - _ .....:.... INDICIES OF 10 TO 20 AND LIQUID LIMITS LESS THAN 407., AND SHOULD \ 4k { ,r BE FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIAL ALL FIRE LANE SIGN ', ' .•� -.• ,.,.... .. :,�' '.� � < -' \�' FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AT MOISTURE CONTENT OF NOT LESS THAN 1% BELOW ...'� >. a. ` � • -�, '+ y� ";. �; ' i ^ °' # -, ,. " '" ;• � l D � � . -' '�_ AND NOT MORE THAN 3% ABOVE OPTIMUM MOISTURE CONTENT. SEE NOTE 10 1 • s . 10 A NO FIRE PROTECTION AVAILABLE FOR THIS SITE SIGN WILL • ' ) • BE LOCATED AT THE PROPERTY E NTRANC E AND ON THE � •• - ••••• - "';,,' - -• •p -, a7 "' %*/ , SUBSTATION ENTRANCE: j ...,.,.... , • z.... :...._..... .......,x..... a , ,� �F ••'�- . .. _ _ _ - _ - _ 11) EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE .p x a LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING SEE NOTE 8 ',R. •'' �° � / , f AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. +� 6 ti, FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. p + 14 12) AN 8' TALL WOOD PRIVACY FENCE WILL BE PLACED 2' OUTSIDE OF C • .•:: ::.,. J\ �/ ;x __ �__ N Q� THE SUBSTATION CHAIN LINK FENCE AROUND ALL FOUR SIDES. 13) USE LANDLOK S1 EROSION CONTROL BLANKET BY PROPEX ,. • f ��' , 2 / ! GEOSYNTHETICS OR APPROVED EQUAL. HYDROSEED OVER THE EROSION N � , w <l *'' - - 44 - : CONTROL BLANKET AREA TO RE- ESTABLISH VEGETATION. :- y 5 14) 100% COVERAGE OF GROUNDCOVER, DECORATIVE PARKING, DECORATIVE' ' ROCK NOT LOOSE). OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, mo o° 5� �°g'o� r ;; ;% 20' WI ACCESS '„ : -' PROPERTY LINE " RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING•. 6" CRU HED LI STONE vi ` EE 13 �: / CONSTRUCTION. ' " NOTE : y a eF�'4�'' ::c' :,!' (SEE TE 6) �7 "r ; + : a (o �/ 15 FLOODPLAIN MITIGATION AREAS WILL BE MAINTAINED BY ENTERGY TO "' f ° ; ENSURE THEY CONTINUE TO FUNCTION PROPERLY. LO �y. \ q GROUND 16) THE 251' CONTOUR IS BASED ON A GR ND SURVEY PROVIDED BY a:: R) ro FITTZ &SHIPMAN. INC. 4f , Zg9 `yh ti� N '� 17) SCHEDULE B PROVIDED BY FITTZ & SHIPMAN, INC. 18) WATER AND SANITARY SEWER INFORMATION PROVIDED BY ENTERGY. � j '�' �% f'�y a p 4 r' a Q a ' opt f ..• o • PROPERTY LINE ,. >, ♦S` �, ..L : - v L : • V 3 • , :M .:: ''s APPROXIMATE LOCATION OF 100 -YEAR ' ;. : ♦� C� ,�'�' �• ' OF fy <iy FLOODPLAIN BOUNDARY _ a; MCP . ., �' •CJ t Pt .... • EL.) `. X15+ (251 BASE FLOOD fib. s - ._ ' �►`�' � •° �`•• r. (SEE NOTE 16) ti :f � t •�® .... •+ NOW OR FORMERLY K . `'a `246_ . : : 1�•wti.•aaw......•••°•w•eo ii .�� s .� q _ /. J£f . R EY .. I \ CITY OF COLLEGE STATION ' VOL 36% PM 3, DJLB.G • • . • 4 .•� ,.- MMAANHOLE 38 + (CALLED 9.74 ACRES) < �` � � ,3��•. {ir 2 .... ZONING - "�. . -, g',�`�,�� • , •'t Va 244 •s (/ _ ' SUBSTATION 47 1 V , SIT 'x''41 P OF M : • r I°JT I t� ' S' IT I-I SrrArrTnkT •�i .., •`., . '� '° =. TREE � / .. � PROPERTY LINE ° I ]E�AWII�TG: SP I ,`A 'a , ,. ♦* LOT 1 BLOCK: 1 T NOW OR FORMERLY 16 ACRES C. CARL KOLBE 2 `_. VOL 2866. PQ 126. QP.R.B.C. COLLEGE STATION e lk, �� '', VOL 3213. PG. 335, O.P.R.B.G. =,. V40L 3213, PG. 339, Q cC 7 ZO A 0 P.R.B.C. BRAZOS COUNTY, TEXAS (7 HORSE HAVEN ESTATES VOL 4265, PG 35, 0•P.R•B.C. ZONING A -0 . . . . . . . . . . MAY 2010 �5 • n e to THE PROPOSED CONTOURS AROUND THE SWITCH STATION WERE "> PREPARED BY: LARRY MCVAY PREPARED FOR: ENTERGY TEXAS, INC, RE -DRAWN TO PROVIDE A SWALE THAT DRAINS TOWARDS THE ' ENTERGY SERVICES, INC. 1050 IH -10 NORTH NORHTEAST SIDE OF THE SUBSTATION AND TO THE SOUTHWEST. PHONE (504) 463 -2993 BEAUMONT, TEXAS 77702 PHONE 800 968 -8243 THE CONTOURS FOR THE FLOODPLAIN MITIGATION AREA WERE JEFFREY KESSEL, PE # 66623 ( ) PBS &J TBPE Reg # F -474 AND PHONE (512) 327 -6840 BRYAN D. JONES RE -DRAWN AS WELL. CHARLES ERIC JONES SCALE: 1" = 60' MARSHALL B. JONES DATE: 05 -17 -10 COLLEGE STATION, TX An M PLANT LIST Key Quantity Size Common Narre (Botanical Name) I Non - Canopy Tres 0 45 2 • Cal. Cedar Elm (Uimus craseifoia) 8/10' HL, 3/4' Sp., Method (15 Gal.) r 8'-0• ClearTnrnk Min., Container O 15 5 Gal. Elasagnus (elaeagnus ebbkWQ 24• Height Min., Rooted, Full 70 5 GaL Green Claud Sage (Laucophyuum kdesoens - 24' Height Min., Rooted, Full 'Green C") O 23 5 Gal. Spineless Pricidey Pear (Opurdia sp) 18' Height Min., Rooted, Full 15 5 Gal. Century Plant (Agave americans) 24• Height Min., Rooted, Full O 9 5 Gal. Spanish Dagger (Yucca glorioss) 24' Height Min., Rooted, Full Hyd rowed �S 41 SF Hydro- seed Common Bermuda (Cynodon dactylon) • Sri iiw: i -e :: :o. (Seed Harvested within 9 mos. of Installation.) (Apply April 15 through OcL 1 ONLY) Wood Fiber Rate: 3000# /so f Guaranteed Stand: 10 plants 1 SF r l` lop _ o M i' ail EYJSTING • ' f An M i r i 1 DIRECTION OF FLOW LANDSCAPING AREA + + + + + + + + + + + + { + ++ + + + + + + + + EROSION CONTROL BLANKET (SEE NOTE 1) 77 .7 CRUSHED LIMESTONE MITIGATION AREA 0 0 0 0 0 0 FINAL ELEVATION, FT. 253.5' EXISTING CONTOUR gas FINAL GRADE 245 CORRUGATED METAL e CULVERT PIPE I111IkilillI 7: HYDRO HYDROSEED (OVER EROSION CONTF -- - _ ___ - - - -I I -. ATIO _ - No Irrigation system will be installed. The landscape will be tw*jA- wW for ore year by a privately hired landscape maintenance company to insure plant material establishment The drought tobient plant materiel will then be left to gnaw relying on naturally oocxrmirtg rainfall events. NOTES: 1. Erosion conbot blanket to be LANDLOK S1 by PROPEX GENSYNTHETICS or approved equal. 2. An V wood privacy fence (ceder) will be placed 2' outside of the substation chain link (security) fence an all bur sides. 100 % coverage of groundoover, decorative !raving, decorative rock (not loose), or a perennial grass is required in paridng lot islands, swales and drainage areas, the parking setback, rights-of-ma, and adjacent property disturbed during consbuclion. SPINELESS PRICE GR 8' WC 20' L OF °s ............................. ROBERT B. RUTH ...................... 1434 PLANT LIST Key Quantity Size Common Narre (Botanical Name) Comments Non - Canopy Tres 0 45 2 • Cal. Cedar Elm (Uimus craseifoia) 8/10' HL, 3/4' Sp., Method (15 Gal.) Shrubs 8'-0• ClearTnrnk Min., Container O 15 5 Gal. Elasagnus (elaeagnus ebbkWQ 24• Height Min., Rooted, Full 70 5 GaL Green Claud Sage (Laucophyuum kdesoens - 24' Height Min., Rooted, Full 'Green C") O 23 5 Gal. Spineless Pricidey Pear (Opurdia sp) 18' Height Min., Rooted, Full 15 5 Gal. Century Plant (Agave americans) 24• Height Min., Rooted, Full O 9 5 Gal. Spanish Dagger (Yucca glorioss) 24' Height Min., Rooted, Full Hyd rowed 41 SF Hydro- seed Common Bermuda (Cynodon dactylon) Seed Rata: 10# / 5000 SF (Seed Harvested within 9 mos. of Installation.) (Apply April 15 through OcL 1 ONLY) Wood Fiber Rate: 3000# /so Guaranteed Stand: 10 plants 1 SF i r i 1 DIRECTION OF FLOW LANDSCAPING AREA + + + + + + + + + + + + { + ++ + + + + + + + + EROSION CONTROL BLANKET (SEE NOTE 1) 77 .7 CRUSHED LIMESTONE MITIGATION AREA 0 0 0 0 0 0 FINAL ELEVATION, FT. 253.5' EXISTING CONTOUR gas FINAL GRADE 245 CORRUGATED METAL e CULVERT PIPE I111IkilillI 7: HYDRO HYDROSEED (OVER EROSION CONTF -- - _ ___ - - - -I I -. ATIO _ - No Irrigation system will be installed. The landscape will be tw*jA- wW for ore year by a privately hired landscape maintenance company to insure plant material establishment The drought tobient plant materiel will then be left to gnaw relying on naturally oocxrmirtg rainfall events. NOTES: 1. Erosion conbot blanket to be LANDLOK S1 by PROPEX GENSYNTHETICS or approved equal. 2. An V wood privacy fence (ceder) will be placed 2' outside of the substation chain link (security) fence an all bur sides. 100 % coverage of groundoover, decorative !raving, decorative rock (not loose), or a perennial grass is required in paridng lot islands, swales and drainage areas, the parking setback, rights-of-ma, and adjacent property disturbed during consbuclion. SPINELESS PRICE GR 8' WC 20' L OF °s ............................. ROBERT B. RUTH ...................... 1434