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HomeMy WebLinkAboutDrawings20 10 0 20 SCALE IN FEET CS SECOND STREET APARTMENTS, LLC EXISTING FIRE BOYETT SUBDIVISION HYDRANT LOT 3R, BLOCK 5 EXISTING 4" GAS LINE 1 15' PUE 8832/148 CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION PARTS OF LOTS 1 & 2, BLOCK 5 GAS GAS GAS GAS GAS GAS GAS - EXISTING UNDERGROUND SECOND ST. to EXISTING ELECTRICAL 27' PAVEMENT 8" WATER UNE LINE 0 R.O.W. VARIES Q I EXISTING PROPOSED 8" 0 STREEPRIVAT TREE 171 G 8" STREET LIGHT WATER UNE _ (25 O.C. TYP.) LINE w IRRIGATION _ 1.1 .., _ ... , 1 o GAIJI ZE AND DOMESTIC 8" WATER LINE WATER METERS STREET -B, LIGHT D THE FAMILY I � a LIMITEDITNER PARTNERSHIP PROPOSED PRIVATE BOYETT SUBDIVISION IRRIGATION LINE LOT 3, BLOCK 19 & SLEEVE & PART OF LOT 4, BLOCK 19 (TYP') fl PROPOSED PRIVATE STORM SEWER PIPE G GAS co 7C� •d 5• EXISTING 8" WATER LINE EXISTIN UNDERGROUND ELECTRICAL LINE Z Q W W O .a� d > w a o BONA, R. J. 3:.000 BOYETT SUBDIVISION m a° ' cy LOT 2, BLOCK 19 PROPOSED PRIVATE TREE WELL STORM DRAIN LINE (TYP-) 00 a PROPOSED 8' WIDE SIDEWALK (TYP.) D'b .. EXISTING 6' SIDEWALK ° . 00 a ° 0.76' p NEELLEY, A. G. PRIVATE PARK BENCH BOYETT SUBDIVISION LOT 1, BLOCK 19 °' (50' O.C. TYP.) EXISTING- 2" XISTING 2" WATER UNE EXISTING EXISTING FIRE 4" GAS W-2HYDRANT LINE W-2 - ST ST a ST - ST------0� --S-10 7,—S-10 PROPOSED PUBLIC -- 5-10 STORM SEWER PIPE EXISTING MANHOLE RIM = 343.13' 10" FL IN = 333.29' 8" FL IN = 333.36' ¢ 10" FL OUT = 333.22' ,GAS GAS GAS GAS CS SECOND STREET APARTMENTS II, LLC BOYETT SUBDIVISION LOT 1, BLOCK 5 -w s PRIVATE PARK BENCH CO (5�0' O.C. TYP.) ca r W-8 AS GAS EXISTING MANHOLE RIM = 347.40' 8" FL IN = 337.63' 8" FL OUT =337.43' 20 10 0 20 "NO PARKING ANYTIME" SCALE IN FEET AND 'TOW -AWAY ZONE" SIGNS CS SECOND STREET APARTMENTS, LLC BOYETT SUBDIVISION LOT 3R, BLOCK 5 SECOND ST. 27' PAVEMENT R.O.W. VARIES -) SD SD D - SD SD --- SD SD - 5 SD SD ti { e PROPOSED LOCATIO I PROPOSED PROPOSED PRIVATE• FOR STOP & STREET a S PRIVATE S - IRRIGATION LINE' '- -" a a5 S SIGNS RELOCATION rcn 1 °a T f EXISTING NO PARKING STORM oaav rrua w _d;3aa GATESa3u �� . SEWER PIPE SIGN SIGN TO BE REMOVED z alis STING Ilvtl ROPOSED ELECTRICAL r ssarx FDC LOCATION PAD INSET A PROPOSED 6 STORY THE PITNER FAMILY �s a BUILDING LIMITED PARTNERSHIP Ic r Ts ai to �s�1 LEVELS 1 & 2 PARKING aS - 8---- as FLOORS 3 - 6 a5 - as -- as LOT 3, BLOCK 19 EXISTING STOP & STREET SIGNS "� MULTI—FAMILY RESIDENTIAL �, LOT OF LOT 4, BLOCK 19 aea; TO BE RELOCATED f ,u 3_0S --- (IS —� srasv�� v' � o Jr3:Cii { w 0/4 PARKING ANYTIME" AND sTOWAWAY ZONE" (h , jS.�i 11 SIGNS !sa -PROPOSED 3.97 w PRIVATE IRRIGATION LINE ( o o m (A V) I fi• EXISTING a5 �, I CK) j A ° ' 4 GASl M p o w S p. o LINE J o O En ,• F STREET-EXISTINW m ( _ C n A a .'. 'G mc:D Z �w� 2 C5 LIGHT 23' 9 �, So z >_ GS -- - as --- N - QS - QS m o f o m ,°D e Q v m 1 a aS --'� ( , Z rn BOND, R. J U L0 -STREET a as o V) BOYETT SUBDIVISION a� ' N LIGHT m A o w LOT 2, BLOCK 19 20' TYP. 9' TYR EXISTING UNDERGROUND v �23 ELECTRICAL LINE oEXISTING 2 N BIKE RACKS o ca ELECTRICAL PER GARAGE LEVEL I CISEXISTING r PAD �- - as 8" SEWER LINE "' _ o 9- QS �(IS -(IS to00 wLn pe 1 � a5 _" cis as ` 0 I e as — as — as — as as o 00 w 15' PUE NEELLEY, A. G. "NO PARKING ANYTIME" z, �.a;ai 1 [4833/196 BOYETT SUBDIVISION AND 'TOW -AWAY ZONE" cn v, c� LOT 1 BLOCK 19 SIGNS It araas PROPOSED UNDERGROUNDV ' DETENTION FACILITY z� r� a;��s PROPOSED UNDERGROUND PROPOSED t. DETENTION FACILITY ELECTRICAL cn PROPOSE TRANSFORMERLOCATION %1:13 LLJ °i` PRL.VATE _C/IQTIPf± n as 1� 1 - as as s " 5 - IRRIGATION -- (Is— LINE r -10 BOYETT STREET 28' PAVEMENT 50' R. 0. W. GAS GAS - GAS 10 ---._.__. STREET-] 4 LIGHT 10 S-10 --� PRIVATE EXISTING PARK BENCH 6" WATER (50' O.C. TYP.) LINE PIP NOTES: 1. TREES LOCATED WITH IN 30' OF INTERSECTION AND SHALL BE TRIMMED SO THE LOWEST BRANCHES START AT A HEIGHT OF 9'. IME ION i -- GAS -GAS EXISTING 4' GAS LINE ELECTRICAL PAD 'PRIVATE STREET TREE (25' O.C. TYP.) id -S-10� f PROPOSED cb0 6" WATER LINE EXISTING MANHOLE S�8 '`"--- RIM = 344.69' GAS - -- -- GAS _ 8" FL IN = 335.87' 8" FL IN = 334.59' ---- GAS GAS _ 10" FL OUT = 334.49' 9—m THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY SC%;hu1t'z Engineering, DECEN L. DOYEN, P.E., LICENSE N0. 109835 2730 Longmire, Suite A APRIL 12, 2015 College station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14323 APRIL 2015 . f .................... s. DEVEN L DOYEN .-v ............... s. 109835 � - n FIRM # 12327 SCHULTZ ENGINEERING, LLC BOYETT STREET 28' PAVEMENT 50' R. 0. W. REVIEWED FOR COMPLIANCE APR 21 2015 COLLEGE STATION DEVELOPMENT RVICES. PLAT FILED: CHERRY STREET APARTMENTS a W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 - COLLEGE STATION, TX CS SECOND STREET APARTMENTS II, LLC BOYETT SUBDIVISION PARTS OF LOTS 1 & 2, BLOCK 5 CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION LOT 1, BLOCK 5 PROPOSED 6 STORY BUILDING LEVELS 1 & 2 PARKING FLOORS 3 — 6 MULTI—FAMILY RESIDENTIAL L r, r z� assdi 'N}hf3 `1�2it� A3 "RESIDENTIAL PARKI C ONLY" SI P P111T R1VATE IMPROVE IN PUBLIC ROW EN I` MR U 0 Q q :..A9 M:Ic;o: SCS agz to2m V rV ,# P APR H: i► � 1 SCALE SHEET NITVERTICAL '! HORIZONTAL 31TPLOTTING SCALE: FILE NAME: 14323 n� dJ e I� 0 m I) 59 ri TTT t!) TTT nrnn►sn en•rns—rr ^Imr BOYETT STREET SIDE MEDDING Mix NOTES: 1. BEDDING MIX: A MIXTURE BY VOLUME THAT CONSISTS OF 80% SAND LOAM AND 20% COMPOSTED HARDWOOD MULCH. A. SAND LOAM: A CLEAN, FRIABLE, SANDLOAM OIL CONTAINING LESS THAN 20% CLAY THAT IS FREE OF ROCKS, SUBSOIL, REFUSE. ROOTS, NOXIOUS SEEDS, STICKS, GRASSES AND ANY CONTAMINANTS THAT MAY 13E DETRIMENTAL TO TREE GROWTH. S. COMPOSTED HARDWOOD MULCH: A i¢" MINUS PARTICLE SIZE. COMPOSTED HARDWOOD MULCH MATERIAL COMPOSTED A MINIMUM OF 6 MONTHS THAT IS FREE OF 810 -SOLIDS, ANIMAL MANURE, ROCKS. REFUSE, NOXIOUS SEEDS, AND OTHER FOREIGN CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. C. ALL MIXING SHALL TAKE PLACE AT THE CONTRACTOR'S YARD, USING COMMERCIAL MIXING EQUIPMENT SUFFICIENT TO THOROUGHLY MIX ALL COMPONENTS UNIFORMLY TO CREATE A HOMOGENOUS SOIL MIXTURE. D. SUBMIT SAMPLES PER SUBMITTAL REQUIREMENT FOR APPROVAL SAMPLES SHALL BE OBTAINED RANDOMLY FROM THE LOT BEING DELIVERED TO THE SITE OR FROM THE STOCK PILE. SIDEWALK CONSTRUCTION NOTES: 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEEM SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE M xIM�U,/M��}PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT B WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND -PROOF-ROLLED'- ANY WEAK OR SOFT AREAS IDENTIFIED BY THE 'PROOF-ROWNG' SHALL BE REMOVED AND REPLACED. 4. JOINT SEALANT MATERIA. TO BE SONNESORN SL -1 OR APPROVED EQUAL 5. CURING. COMPOUND__ SHALL _BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT NI: RATE RECOMMENOW BY' THE MANUFACTURER: THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. S. ALL ADA RAMPS WILL HAVE SHAW HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROTECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 7. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2X FOR SIDEWALKS AND PAVEMENT. & ALL AOA ACCESS PATH(S), SIDEWALK(S), AND PARKING SHALL. BE IN ACCORDANCE WITH TAS, CURRENT EDITION SFCOND STREET SIDE TREE GRATE 6` VARIES 61 5' (MINIMUM) (NEENAH #R-8713) BRICK PAVER SIDEWALK 3" OF HARDWOOD MULCH IRRIGATION PIP (SEE DETAIL) (SCH. 40) W/3' PVC SLEEVE (SEE . PLAN FOR SIZES) BEDDING MIX 6 LAYER OF 3/8' PEA GRAVEL STAB. SUBGRADE 5' CONC. Wj `SLOPE TO QRAIN PIPE #4 0 I2" O.C.E.W. UNDISTRIBUTED GRATE FRAM "r �r .. `.:. EARTH (TYp•) W/ CONCRETE— ANCHOR (11'P.} 4" PVC PERFORATED COMPACTED SUBGRADE 15 MIL M015TURE BARRIER II WRAPPED IN (TYP.)SEE SIDEWALK (AS MANUFACTURED BY GWEOTF3P(EDiILr FABRIC CONSTRUCTION NOTE 3 STEGO INDUSTRIES L) (FLEX -DRAIN OR APPROVED EQUAL) APPROVED EQUAL) SIDEWALK SECTION AT TREE GRATES DETAIL NOT LOCATED ON BACK OF CURB N.T.S. 6' CURB i4 LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED 6' CONCRETE SUBGRADE AND NATIVE SOIL TO PAVEMENT WITHIN THE LIMITS OF THE GRATE WHEN PLANTING STREET TREES STREET TREES TO BE BED IN BEDDING MIX. TREE GRATE DETAIL ON BACK OF SIDEWALK N.T.S. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Z DO kc,- h, U -m I t z E n r� e e ri n g, DECEN E DOYEN, P.E., LICENSE N0. 109835 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 BOYETT STREET SIDE r DRAIN LINE (PERFORATED PVC W/GEOTEXTILE WRAP) 4" DRAIN LINE (PERFORATED PAVEMENT OWN I LANDSCAPE CONTRACTOR TO 6' d FULLY REMOVE COMPACTED TREE GRATE (NEENAH #R-8713) SUBGRADE AND NATIVE SOIL TO 5' (MINIMUM) 6' VARIES 6' WHEN PLANTING STREET TREES STREET TR TO BE BED IN 6' CURB BEDDING MIXT IRRIGATION LINE (SEE IRRIGATION PLAN FOR SIZE) BRICK PAVER TREE GRATE DETAIL ON BACK OF SIDEWALK N.T.S. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Z DO kc,- h, U -m I t z E n r� e e ri n g, DECEN E DOYEN, P.E., LICENSE N0. 109835 2730 Longmire, Suite A FEBRUARY 13, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 BOYETT STREET SIDE SIDEWALK SECTION AT TREE GRATES DETAIL RT.S: 6' CONCRETE 4" DRAIN LINE (PERFORATED PAVEMENT PVC W/GEOTEXTILE WRAP) LANDSCAPE CONTRACTOR TO 6' d FULLY REMOVE COMPACTED TREE GRATE (NEENAH #R-8713) SUBGRADE AND NATIVE SOIL TO 5' (MINIMUM) 6' VARIES 6' WHEN PLANTING STREET TREES STREET TR TO BE BED IN 6' CURB BEDDING MIXT ,d. BRICK PAVER GRATE FRAM 3' OF HARDWOOD MULCH a' SIDEWALK TREE GRATE W/ CONCRETE (NEENAH #R-8713) a BUBBLER NOZZLETION LINE (SEE DETAIL) (SEE IRRIGATION ANCHOR (TYP.} PLAN FOR SIZE) :.`!VX YAIL°�:•r d d e G .'` BODING MIX':,. a°' --- - 5" CONC. W/ ' #4 0 12" O.C.E.W. STAB. SUBGRADE M ' ` • •i' , ; _ COMPACTED SUBGRADE SLOPE TO ORAN PIPE (TYP,)SEE SIDEWALK CONSTRUCTION NOTE 3 L �,t jg•... — IRRIGATION PIP (SCH. 40) 6` 30° MIN -UNDISTIRIBUTED' Wr PVC SLEEVE (SEE 4` PVC PERFORATED IN �� EARTH (IYP.) PLAN FOR SIZES) UNDERORAN WRAPPED GEOTEXTILE FABRIC !! 6' LAYER OF 15 MIL MOISTURE BARRIER (PS (FLEX -DRAIN OR APPROVED 3/8 PEA GRAVEL MANUFACTURED BY STEQO EQUAL.) INDUSTRIES OR APPROVED EQUAL) SIDEWALK SECTION AT TREE GRATES DETAIL RT.S: TREE GRATE DETAIL N.T.S. LM CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 -COLLEGE STATION, TX 1B' #4 BARS 0 12" O.C.E.W. TYPE 4 CURB BRICK PAVER SIDEWALK 1 6' A s'• ' ::i.: ! :r a.r•. 0 00000 00 00 0 0000no 0p004�0 00 a0©00 4000 9" 8' 0 0 000 000 O 000 0 000 COMPACTED 5' CONCRETE W/ 1" SAND CUSHION SUBGRADE (SEE SIDEWALK #4 0 12` O.C.E.W, CONSTRUCTION NOTE 3) TYPICAL SIDEWALK SECTION DETAIL N.T.S. PREF. 36` �_36*_ 108" 6' CONCRETE 4" DRAIN LINE (PERFORATED PAVEMENT PVC W/GEOTEXTILE WRAP) LANDSCAPE CONTRACTOR TO 6' d FULLY REMOVE COMPACTED -a SUBGRADE AND NATIVE SOIL TO CLEANOUT WITHIN THE LIMITS OF THE GRATE WHEN PLANTING STREET TREES STREET TR TO BE BED IN 6' CURB BEDDING MIXT ,d. d q .w •. •d d ea. a< v. .. a • a' d TREE GRATE (NEENAH #R-8713) a BUBBLER NOZZLETION LINE a• (SEE IRRIGATION •O PLAN FOR SIZE) TREE GRATE DETAIL N.T.S. LM CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 -COLLEGE STATION, TX 1B' #4 BARS 0 12" O.C.E.W. TYPE 4 CURB BRICK PAVER SIDEWALK 1 6' A s'• ' ::i.: ! :r a.r•. 0 00000 00 00 0 0000no 0p004�0 00 a0©00 4000 9" 8' 0 0 000 000 O 000 0 000 COMPACTED 5' CONCRETE W/ 1" SAND CUSHION SUBGRADE (SEE SIDEWALK #4 0 12` O.C.E.W, CONSTRUCTION NOTE 3) TYPICAL SIDEWALK SECTION DETAIL N.T.S. PREF. 36` �_36*_ 108" 6' AT EACH END 6' d -a 'd _ a d.. a �• ,d. d q a:•a d Z a' d a d a a -• a• •O d d e G �,t jg•... i 6` 30' Mf4T 6` 30° MIN 6' 1715-4— BME RACK DETAIL N.T.S. ® = #4 BARS NOTE: ALL CURBS 6` IN HEIGHT 0 = 3/4' X IW SMOOTH UNLESS NOTED OTHERWISE. EXPANSION DOWELS TYPICAL CURB. DETAIL N.T.S. MIN. 20' SPACING MIX TREE PLANTER DETAIL B N.T.S. 1/2' x 2" SOLID STEL BAR, WELDED AND GROUND SLATS FRO11 8— --CLEARANCE FOR 1/2' ANCHOR BOLTS NOTES: 1. MODEL STEELSITES SERIESRB-28 BY VICTOR STANLEY INC. OR PRE -APPROVED EQUIVALENT. LENGTH: 6 -FT 2. AL I SURFACES SHALL BE ELECTROSTATICALLY POWDER -COATED WITH POLYESTER POWDER TINGS, COLOR BLACK. 3. ALL WELDS SHALL BE POLISHED UNTIL THEY DISOPEAR, FORMING A CONTINUOUS SURFAiCE. 4. BEt MED SHALL BE INSTALLED ON A 4' THICK CO CRETE PAD. S 11 DEWALK BENCH DETAIL N.T.S. GRATE OPENING SPECIFY MIN. CLEARANCE OF TRUNK TREE GRATE SHEET 2 OF 2 POUR IN P CONCRETE DRAINAGE TIED TO STORM SI BRICK PAVERS 6" WIDE CURB FOR EDGING a i" THICK SAND BED 5" 'HICK CONCRETE t8 3 R W (6' FOR DRIVL VAYS) ��`�' RUBOND '" ''1 (LONG SIDE OF BRICK PARALLEL TO STREET CURB) BRICK DIMENSIONS: 79f®"x3Wx2W 6' WIDE CURB NOTES: 1. BRICK PAVERS SHALL 13E HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE, AND SHALL RUN PARALLEL TO STREET. 3. CONCRETE WALL HAVE A 28 -DAY STRENGTH OF 3500 PSI BRICK PAVER DETAIL N.T.S. 1. 4' MIN CALIPER TREE 2. REFER TO LANDSCAPE PLAN FOR TREE TYPES. 3. TREE GRATE - SEE DETAIL. 4. BRICK PAVERS - SEE DETAIL 5. AMEND SOIL PER BEDDING MIX NOTES. 6. STREET TREE SOIL BEDDING MIX. M3EELTREE ELAdIING NOTES 1. LANDSCAPE CONTRACTOR TO FULLY REMOVE COMPACTED SUBGRADE AND NATIVE SOIL TO THE SIZE OF CONTAINER WHEN PLANTING STREET' TREES. 2. FULLY REMOVE ALL CONSTRUCTION DEBRIS, TRASH, ROCKS AND ANY OTHER MATERIA. GREATER THAN 2" IN DIAMETER. 3. INSTALL BEDDING MIX. 4. DIG PLANTING HOLE WIDTH 12" LARGER THAN ROOTBALL ON ALL SIDES. S. SCARIFY ROOT BALL. 6. ROOT FLARE SHALL BE EXPOSED. TREE PLANTER DETAII•, N.T.S. GRATE HALVES BOLTED TOGETHER W/ 2) YA-13x3 HEX BOLT & HEX NUT W/ WASHERS. fim T. 60" X 60" NEENAH FOUNDARY CAST IRON TREE GRATE MODEL # R -8738 -At. 2. MATERIA. SHAT BE CAST IRON ASTM A-48, CLASS 358 FINISH, NOT PANTED. TREE GRATE DETAIL NNS. SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14.323 SHEET C � L CANOPY TREES QUANTITY SYMBOL CALLOUT COMMON NAME SCIENTIFIC NAME SIZE 4 CONDITION 1q O CLEYERA Cleyera Cleyera japonica 5allon, 24" Ht./20" spread, bushy, full to ground 56 @ OZ. NANVINA Gulf Stream Nandina Nandina domestics Gulf Stream 4" caliper, 10-12' HtJ 20• n O 0WAR ELM Cedar Elm Ulmus crassifolla 6-I'spread, 585, stralght trunk 2 + PODOGARPUS NandIna Dwarf' bushy, full to ground 5HRUB5 QUANTITY SYMBOL CALLOUT COMMON NAME SCIENTIFIC NAME SIZE AND CONDITION 1q O CLEYERA Cleyera Cleyera japonica 5allon, 24" Ht./20" spread, bushy, full to ground 56 @ OZ. NANVINA Gulf Stream Nandina Nandina domestics Gulf Stream 5 gallon, 18" Ht./12"-14" spread, bus , full to ground IOQ n O HD. NANDINA Harbour Dwarf Nandina domestiaa 'Harbour 5 gallon, 14"Ht./[Z-14" spread, 2 + PODOGARPUS NandIna Dwarf' bushy, full to ground 21t O HAWTHORN Pinky Rhaplolepsis indlca 5 gallon, 14" HVIZ-14" spread, Hawthorn 'Pinky' bushy, full to ground I� Q MAHONIA Soft Caress Mahonla Mahonla spp. 'Soft Caress' 5 gallon, 14" Ht112"-14" spread, bushy, full to ground 6Q O MOJO PITT. Mojo Variegated Pittosporum tobtra 'M 5 gallon, 16" Ht./14" spread, Pittosperuojo' m bushy, full to ground 8 N.F.HOLLY Noddle Point Holly Ilex ornuto c 'Needle Point' 5 gallon, 24"-50" Ht./2011-260O spread, full, bushy, specimen &ROUNDCOVER / MISCELLANEOUS 515 ® MONDO Mondo brass Ophtopogon japonicum I gallon, 6" MAO" spread, full, bushy to ground 160 EllONYMUB Winter Creeper Euonymus fortunei I gallon, 6" MAO" spread, full, Euonymus 'Coloratus' Ibushy to ground 665 S.F. o. DECOMPOSED GRANITE 2„ DEGPOMP05ED GRANITE Al FILTER FABRIC 220 L.F. RYSERSON COMMERCIAL GRADE STEEL EDGE ALL LAN05CAPE BEDS SHALL BE EXCAVATED 2” IN DEPTH AND 501L REMOVED. THEN FILLED WITH 2" OF "PROFESSIONAL BEDDING SOIL" FROM LIVING EARTH TECHNOLOGY AND TILLED TO THE DEPTH OF 4". ALL LANDSCAPE BEDS AND TREE MLL5 SHALL RECEIVE A TOP DRE551N6 OF 2" DEEP "FINE SHREDDED HARDWOOD MULCH" FROM LIVING EARTH TECHNOL06Y. ORNAMENTAL. TREES OUANT11 Y SYMBOL CALLOUT COMMON NAME SCIENTIFIC NAME SIZE AND CONDITION 16 EAST i'ALATKA2' HOI„ L.Y East Palatka Holly ilex spp. 'East Palatka' Caliper - 8'-10' Hb13' spread min., 90 Galion, limbed up 90" ht. full, bushy tree formed, specimen. 1 4 � NELL.IE R. STEVENS HOLLY NellNellie P- Stovers y Ilex cornuta 'Nelile R. Stevens' 6' Ht -M2, spread, BBB, specimen 2 + PODOGARPUS Podoca' pus Podocarpus 1 1/2" Caliper - W-10' lit S' sproad min., 30 Gallon, • 1 macrophyiius full, bushy specimen. ,lb LANDSCAPE CONTRACTOR TO VERIFY ALL OUANTITIM ZXISTIN& ,w STREET LI*HT TO BE REMO / PROPOSED STREET L16HT i 4- HONI Q - 6.5. NA ,lb 110 EUONYMUS / 4 - MAHONIA ii .5. NA INA NELLIE R. ' S HOLLY EUONYMUS s GP PODOGAR ST 10 - HAWTHO)RN t PROPOSED\ SUNDERGROUND �p DETENTION \ ACIUTY ` TREE 6RAT"00CE-L # R-8 AI `s H FOUNDRY CO. (TYPJ s`10 V' HO 5'FQNE -RED RI VP ICK PA VEF�TYiJ CEDAR SIDE K MODEL RB -26 EL f • s\ �\ 5 SITES/RS SERIES (BLACK) cgs ,0 s $Y IGTO STANLEY, INC. - MO O PITT. b8 -MO n � 44 - . NANDINA cgs, s`ro r n .. �, PALATKA n Y n 01 PROPOSED �n n Is, STREET LIGHTs`To40 y , NOTE: 100% COVERA6E OF 6ROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL 6RA55 15 REOU l RED IN PARKIN& LOT ISLANDS, SINALES AND DRA I NAGE AREAS, THE PARK I N6 LOT SETABCK, RIGHTS OF WAY, AND ADJACENT PROPERTY DISTURBED DURIN6 CONSTRUCTION. TREES LOCATED INITHIN 30' OF THE STREET INTERSECTIONSSHALL BE TRIMMED 50 THE LOY'NIE5T BRANCHES START AT A HEIGHT OF Cl IRRIGATION SYSTEM MUST BE PROTECTED BY A PRESSURE VAGUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK PLOW DEVICE, AND I N5TALLED AS PER CITY ORD I NANGE 23414. ALL BACK FLOW DEV I CE5 MU5T BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORD I NANGE 23414. y c ,s I I - HAWn 5 - MAHONIA 'T - 'VAI,:, a�l �`•AM � �" rV ,rSA����� • - ar�.q. �r i� ..��s. �� L���ti;,���. ' NE AID_- PAVERS- :.ITES R5 SMES K) _ ICTOR -� 0 1 i�� 28 MONDO cgs 5 - H . NANDINA 52 . - S.F DECOf 6RAN1 r 6 6.5. N.P. HOLW --/ 28-M O - N.P. cgs s�'o cy s CC " \ Ile Jk' J� 525 5.F - DECO O5ED GRANITE 188 L.F EDGE •3`r EET LIGHT J§" 1\\� GQS c� 9 G,q � s GP 2 MOJO PITT. P - MONDO cgs -5 - H.D. NANDINA REVIEWED FOR C OMPLIANCE A APR 2 12015 J C OLL1=ht 5'I ATION �.� DEVELOPMENT §PERVICES Jw PLAT;, FILED: P*40 ann Pli����-��y� 10 20 g 40 SCALE --III = 201 .;o II NORTH r � 1 • IPA • • 1 issued For: CONSRM:57/0N .Job No. 1413✓ txo% Drawn I&. .JD6 Dote 4-3-2013 .............. JOE D. GRUBBS ....... ..... 17 3 ; 4-�a$ I 1 n 11F] n Sheet Number: L1 of Ll Sheets lu ie � 1 • IPA • • .............. JOE D. 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VARIES < RIVATE I �,� EXISTING PROPOSED 8" STREET TREE EXISTING 8" STREET LIGHT WATER LINE4 (25' O.C. TYP.) WATER LINE w IRRIGATION - 1 .,l�- AND DOMESTIC WATER METERS STREET=-�-. LIGHT THE PITNER FAMILY- 11 LIMITED PARTNERSHIP PROPOSED PRIVATE BOYETT SUBDIVISION IRRIGATION LINE ��` LOT 3, BLOCK 19 & SLEEVE & PART OF LOT 4, BLOCK 19 to (TY'') fl PROPOSED PRIVATE STORM SEWER PIPE -r G GAS 1.49 00 EXISTIN A 8" WATER LINE EXISTING UNDERGROUND ° ELECTRICAL 00 LINE to j 2.: Uj _z: } La.! a- {7 BOND, R. J. _ - BOYETT SUBDIVISION c13 e V N LOT 2, BLOCK 19 D °• PROPOSED PRIVATE TREE WELL STORM DRAIN LINE (TYP.) PROPOSED 8' WIDE SIDEWALK (TYP.) p n. EXISTING 6' SIDEWALK ° 00 ° ° 0.78'.. PRIVATE NEELLEY, A. G. PARK BENCH BOYETT SUBDIVISION co (50' O.C. TYP.) LOT 1, BLOCK 19 EXISTING- 2" XISTING 2" WATER LINE EXISTING FIRE EXISTING 4" GAS HYDRANT LINE W-2 W-2 _._W-9 i� - 4 __-- ST 0[0 ST ST ST 0 ------ 10 -J S-10------�..� PROPOSED PUBLIC 5-10 STORM SEWER PIPE EXISTING MANHOLE RIM = 343.13' 10" FL IN = 333.29' 8" FL IN = 333.36' Q 10" FL OUT = 333.22' c� -GAS GAS GAS GAS CS SECOND STREET APARTMENTS 11,LLC BOYETT SUBDIVI§ION LOT 1, BLOCK 5 � ` ` S-8 ------_— GAS GAS PRIVATE EXISTING MANHOLE PARK BENCH RIM = 347.40' (n(50' O.C. TYP.) 8" FL IN := 337.63' 8" FL OUT =337.43' +�— SD SD dT— S'D — SD S 5 SD SD 5D ROPOSED PROPOSED PRIVATE, _ S a S { PRIVATE S i IRRIGATION LINE' — a DS �iDnL :ul�ib'a��� w cnri� 013 SMRM4 Ll ��, SEWER PIPE -EXISTING i PROPOSED I ELECTRICAL PAD FDC LOCATION v�au PROPOSED 6 STORY INSET A BUILDING LEVELS 1 & 2 PARKING as _-_ as --- (IS as E3--- as FLOORS 3 - 6 00 MULTI -FAMILY RESIDENTIAL 0i D-_ (IS -- as -�- M o 11,SV31 w a 8.2' 00O [ISIR J 1 v 3.971'' -PROPOSED w PRIVATE IRRIGATION LINE N o 0 0 I I XISTINGto I fI4" GAS CIS a a LINE `� w T —EXISTING � w I (no c< STREET �► 2"�_ TYP. _..t o 5 z LIGHT aS ---� (IS— N — (IS---�r- (IS �T Z Zp CIS -6 v I a- �1�' STREET arr) as o rn �' LIGHTor r- w o 20' TYP. 4 9' 7YP. 0 1(23' EXISTING UNDERGROUND aELECTRICAL LINE o EXISTING 2 - BIKE RACKS EXISTING m ELECTRICAL PER GARAGE LEVEL (ISo-- ©S 8" SEWER LINE 1rNy---- CIS � _ 1 "i �,-- CIS as o o to o 00 n Uj Lnin v� Q as — as as 4tC 3 p as as — as -- a5 as Q o � w 15' PUE � v, 4833/196 a PROPOSED UNDERGROUND' -i13: d"'D I is z!ials DETENTION FACILITY r,3i3 PROPOSED ' ELECTRICAL cn TRANSFORMERILOCATION 'ATR I r O w S -10 ----.._.STREET BOYETT STREET LIGHT t0 S-10 28' PAVEMENT PRIVATE EXISTING 50' R.O.W. PARK BENCH 6" W L ER (50' O.C. TYP.) vno VAS GAS PIP NOTES: 1. TREES LOCATED WITH IN 30' OF INTERSECTION AND SHALL BE TRIMMED SO THE LOWEST BRANCHES START AT A HEIGHT OF 9'. GAS GAS =EXISTING 4" GAS LINE 20 10 0 20 "NO PARKING ANYTIME" SCALE IN FEET AND "TOW -AWAY ZONE" SIGNS 1'1 PROPOSED LOCATIO FOR STOP & STREET SIGNS RELOCATION D a :D THE PITNER FAMILY LIMITED PARTNERSHIP b oar BOYETT SUBDIVISION & PARTOF L07 4,KBLOCK 19 A (:30 Q m~n :n A "NO PARKING ANYTIME" AND 'TOW -AWAY ZONE" 2CZ cn�� SIGNS A' �sZ p. D N. w A VI Uj °f) ° m 2 a. BOND, R. J. = u� U CO BOYETT SUBDIVISION A N LOT 2, BLOCK 19 D a DA• 6,. i cn �o- a De. ' A NEELLEY, A. G. "NO PARKING ANYTIME" BOYETT SUBDIVISION AND 'TOW -AWAY ZONE" LOT 1, BLOCK 19 SIGNS A -.11 I -- CS SECOND STREET APARTMENTS, LLC BOYETT SUBDIVISION LOT 3R, BLOCK 5 SECOND ST. 27' PAVEMENT R.O.W. VARIES / zac � i1row \-EXISTING NO PARKING Ja na 3313 SIGN TO BE REMOVED, l 4 • i� j �r 14i� EXISTING STOP & STREET SIGNS TO BE RELOCATED 7WWI 31fa+7 CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION PARTS OF LOTS 1 & 2, BLOCK 5 CS SECOND STREET APARTMENTS 11, LLC BOYETT SUBDIVISION LOT 1, BLOCK 5 PROPOSED 6 STORE ( BUILDING LEVELS 1 & 2 PARIIING FLOORS 3 - 6 L MULTI -FAMILY RESIDENTIAL Mel - INN ir�mmx' �, ► . _ - (' �� ��� ��'���_�-7�►�►�0�INI IIIIIIIIIIIIIII1Q, 1.4 0 m 11601 m 0 a►%mom 1='Cry ~ >v � X1!`..1 / —V-_ '-•� � .7C�Li� ��� � --._ --•,� - ,— -�_ ^ - -^ »u: :� � rY��Il•+.�s � ritn?;,i h:I 1� � �V'! � � vt.,.,��� ���■ .1V }�ilr SA.I�a„•.q,., �,;,�^" '.��, +i..•. 'ny. � r"•�•�I�'-'i'i..lr..:....'!' Ir—p.. 'a�i'i •••`Q'�,L,ri��'}If _, TL�!+'�•�r•�'�"'�ra - u.,'�6 a�ir�, 96 ..._`_, l\�.J .I.,t��'.—•.ice g1u•f>: �� � A • ��. J ':4K / �� tT a••�� t�-->r. a ��.,�, G �`� ---------___ +—�.�__��_-,.�>; 10PROPOSED 6" WATER LINE EXISTING MANHOLE S8 RIM = 344.69' ,- GAS ----_ GAS _ 8" FL IN = 335.87' 8" FL IN = 334.59' GAS GAS - FL OUT = 334.49' 9-M 7 c0 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY z)U#-,h,AU,z111z Engineering, DEEN L. DOYEN. P.E., LICENSE N0. 109835 2730 Longmire, Suite A MARCH 25, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN I APPROVED JOB NO. DATE STRONG DLD DLID I In 14-323 MARCH 2015 .: f .................... DEVEN L DOYEN 109835 FIRM # 12327 SCHULTZ ENGINEERING, LLC CHERRY STREET APARTMENTS W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 -COLLEGE STATION, TX BOYETT STREET 28' PAVEMENT 50' R. 0. W. "RESIDENTIAL PAI ONLY" VICINITY MAP SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 mmmmono SHEET PI] oar r3.2S•IS �: (:30 P�5 m~n D 2CZ cn�� w �sZ w rk'0m m 2 a. -4 rq a i cn Mel - INN ir�mmx' �, ► . _ - (' �� ��� ��'���_�-7�►�►�0�INI IIIIIIIIIIIIIII1Q, 1.4 0 m 11601 m 0 a►%mom 1='Cry ~ >v � X1!`..1 / —V-_ '-•� � .7C�Li� ��� � --._ --•,� - ,— -�_ ^ - -^ »u: :� � rY��Il•+.�s � ritn?;,i h:I 1� � �V'! � � vt.,.,��� ���■ .1V }�ilr SA.I�a„•.q,., �,;,�^" '.��, +i..•. 'ny. � r"•�•�I�'-'i'i..lr..:....'!' Ir—p.. 'a�i'i •••`Q'�,L,ri��'}If _, TL�!+'�•�r•�'�"'�ra - u.,'�6 a�ir�, 96 ..._`_, l\�.J .I.,t��'.—•.ice g1u•f>: �� � A • ��. J ':4K / �� tT a••�� t�-->r. a ��.,�, G �`� ---------___ +—�.�__��_-,.�>; 10PROPOSED 6" WATER LINE EXISTING MANHOLE S8 RIM = 344.69' ,- GAS ----_ GAS _ 8" FL IN = 335.87' 8" FL IN = 334.59' GAS GAS - FL OUT = 334.49' 9-M 7 c0 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY z)U#-,h,AU,z111z Engineering, DEEN L. DOYEN. 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O CL.EYERA Cleyera Cleyera japonica 5 gallon, 24" Ht./20" spread, bushy, full to ground 36 i Q G.S. NANDINA Gulf Stream Nandtna Nandina domestica Gulf Stream 4" caliper, 10-12' Ht/ 20` n CCOWAR ELM Cedar Elm ulmus crossifoiia 6-7, wood, 54S, straight trunk 21 (D HAWTHORN Pinky Hawthorn Rhaplolepsis indica "n4l 5 gallon, 14" Ht/12"-14" spread, bushy, full to ground SHRUBS QUANTITY SYMBOL CALLOUT COMMON NAME SCIENTIFIC NAME SIZE AND CONDITION Iq -? O CL.EYERA Cleyera Cleyera japonica 5 gallon, 24" Ht./20" spread, bushy, full to ground 36 i Q G.S. NANDINA Gulf Stream Nandtna Nandina domestica Gulf Stream 5 gallon, 15" /12"-14" spread, Ht bus , full to ground 1001 ' n H.P. NANDINA Harbour Dwarf Nandina Nandlna domesttca 'Harbour Dwarf' 5 gallon, 14' Ht/12"-144" spread, bushy, full to ground 21 (D HAWTHORN Pinky Hawthorn Rhaplolepsis indica "n4l 5 gallon, 14" Ht/12"-14" spread, bushy, full to ground IT O MAHONIA Soft Caress Mahonia Mahonla Opp. 'soft Caress' 3 gallon, 14' 14tA2"-14" spread, bushy, full to ground MO.10 PITT. Mojo Variegated Plttosporum Pittosporum tobira 'Moja' 5 gallon, 16" Ht./14" spread, bushy, full to ground 8 Np NP.HOLLY Neddle Point Holi y Ilex cornuta Needle Point' 5 gallon, 24"-90" Ht✓20"-26" spread, full, bushy, specimen CGROUNDCOVER / MISCELLANEOUS 313 ® MONDO Mondo brass Ophiopogon japonicum 1��shy to ground spread, full, 160 EUONYMUS Winter Creeper Evonymus Euonymus fortunes 'Coloratus' I gallon, 6" Ht/10" spread, full, bushy to ground 665 S.F. GRANITE 2 DECPOMPOSED GRANITE W/ FILTER FABRIC 220 L.F. RYSERSON COMMERCIAL GRADE STEEL EDGE ALL LANDSCAPE BEDS SHALL. BE EXCAVATED 2" IN DEPTH AND SOIL REMOVED. THEN FILLED WITH 2" OF "PROFESSIONAL BEDDING SOIL" FROM LIVING EARTH TECHNOLOGY AND TILLED TO THE DEPTH OF 4". ALL LANDSCAPE BEDS AND TiZEE WELL5 SHALL RECEIVE A TOP DRE551N6 OF 2" DEEP "FINE SHREDDED HARDIHOOD MULCH" FROM LIVING EARTH TECHNOLOGY. LANDSCAPE CONTRACTOR TO VERIFY ALL QUANTITIES ORNAMENTAL TREES QUANTITY SYMBOL CALLOUT COMMON NAME SCIENTIFIC NAME SIZE AND CONDITION ib 7(D EAST PAL.ATKA East Palatka Ilex app. 2' Caliper - V-10' HtJ51 spread min., 90 ballon, limbed up 90" ht. HOLLY Soily East Palatka' full , bushy tree formed, specimen. 4 "ts' NELLIE R. STEVENS HOLLY Nellie R Stevens Holiy Ilex rornuta 'Nellie R. Stevens' b' Ht/42" spread, 5413,, ecimen 2 + PODOGARPUS Podocarpus Podoaarpus 1 1/2" Caliper - 8' -ID' WWW spread min., So ballon, full, bushy • i 'COMMONER macrophyllvs specimen. 8 I 1 - HAWTHORN - 5 - MAHONIA —n s NOTE: 100% COVERA6E OF 6ROUNDCOVER, DECORATIVE f- v i lq6, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS 15 REG2U I RED IN PARKING LOT ISLANDS, SWALES AND DRAt I N46E AREAS, THE PARK I N6 LOT SETABGK, RIGHTS OF WAS`(, AND ADJACENT PROPERTY D15TURBED DURING CONSTRUCTION. IRRI&ATION SYSTEM MUST BE PROTECTED BY A< PRE55URE VAtCUM BREAKER, At REDUCED PRE55URE PRINCIPLE BACK PLOW DEVICE, OR A DOUBLE-CHECK BACK PLOW DEV I GE, AND INSTALLED AS PER G I TY ORD I NAsNCE 25c[4. ALL BACK PLOW DEVICES MUST BE INSTALLED ASNDT75TED UPON I NSTALLAtTI ON AS PER G I TY ORD I NArNCE 25414. Of ,s � _ �...,.----• +ail': ��i��� � --- ♦ i, ��..,� .moi►_ .�: ��> :. � - .,. � - • . - � ` , `111 w - ♦ -CIE NELLIE R. 5 HOLLY EUONYMUS v 5 s�\ 10- HAWTH00�8At i �/ PROPOSED S� UNDERGROUND �O DETENTION \ ACIUTY TREE 6RAT"ODEL # R-8 Al J� �� H FOUNDRY CO. (TYP J S�10 `^° HO ND 9NNE - RED RI yp ICK PA (TYPJ J� CEDAR EL i : SIDE K SEW.,H MODEL Ria --28 — - -- �, s � S ITES/RB SERIES ($LA K) 525 5.F -DECO OSEP $Y ICT STANLEY, I NGf GRANITE - Mc�jo PITT. 66 - MO n 44- . NANDINA � 09 � S\ •�'�• M � s 'o "" PALATKA 188 L.F ED6E A. J_ s � 28 MONDO J S � a 5 - H . NANDINA - 32 - ED o _ S.F DECOMPOSED 6RANI R 6 6.5. INA 1 'a VP VP �a s� W s5 34 - 0 0- M0.10 1 4 - N.P. Y s 09s 28 -Mo O - N.P. aq5 s\�o s .F� hid ewe .r� J4' O 10 20 I' \ SCALE: I" = 20 II MR - . ---I - NORTH R r r 4 • i 'COMMONER IS&AOd For: WBM1 ??'AL Job 140. 14/35 Selo/e / "--20'-0 Drawn 8y: J126 Date .2--12-2015 r r r 4 • ko I IV] 0 / 1 1 1 '-hoot Number: Ll of Ll Sheets IN 154, �•IID•t5 1 too 2" WATER LINE 20 10 0 20 SCALE IN FEET EXISTING STREET LIGHT EXISTING IRRIGATION 8" WATER LINE AND DOMESTIC \Iy 8 WATER METERS W-8 -\ 8 STREET= - THE PITNER FAMILY LIMITED PARTNERSHIP BOYETT SUBDIVISION LOT 3, BLOCK 19 & PART OF LOT 4, BLOCK 1 EXISTING 8" WATER LINE BOYETT ON DIVISION LOT 2, BLOCK 19 6' SIDEWALK NEELLEY, A. G. BOYETT SUBDIVISION LOT 1, BLOCK 19 --W-2 - ST — ST,--- PROPOSED PUBLIC STORM SEWER PIPE CS SECOND STREET APARTMENTS, LLC EXISTING FIRE BOYETT SUBDIVISION HYDRANT LOT 3R, BLOCK 5 27' PAVEMENT R.O.W. VARIES EXISTING ELECTRICAL PAD EXISTING ELECTRICAL PAD 5' PUE EXISTING ELECTRICAL PAD STREET TREE (25' O.C. TYP.) -10---_._•_.--S-1013qrr-o S -10 ------S-10 'D --------- � 4-W-6 1 W-6 o n ad- -6 � DRESS WITH ADDITIONAL STONE 6" MIN. AS NEEDED. STONE IS TO BE 8 EXISTING MANHOLE RIM = 343.13 S-10 BOYETT STREET -_____STREET 10 LIGHT ludi S-10 GEOTEXTILE FABRIC 10" FL IN = 333.29' v� 28' PAVEMENT S-10 PROPOSED cy0 PROPOSED D 5-10 ., 8 FL IN = 333.36 ¢ ' 50 R. 0. W. PARK BENCH (50' O.C. TYP.) ., 6 WATER 6 WATER cn S-10 LINE 10' FL OUT = 333.22 LINE - - ,EXISTING MANHOLE RIM = 344.69' " f GAS GAS GAS GA5 GAS - GAS _ 8 FL IN = 335.87 GAS GAS GAS GAS GAS $" FL IN = 334.59' —GAS GAS 10" FL OUT _= 334.49' -_---� EXISTING 4" GAS LINE 1 &chultz Engineering, 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE N0. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE STRONG DLD DLD JPS 14-323 FEBRUARY 2015 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835, ON FEBRUARY 13, 2015. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. a GRAVEL BAG GRAVEL BAG NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION, GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. t GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION DETAIL N.T.S. EROSION & SEDIMENT CONTROL NOTES: 1. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. - 4. --CONSTRUCTION EXIT IS TO BE DRESSED WITH -ADDITIONAL- ROCK AS NEEDED AND MAINTAINED_ -SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. 5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR150000 REQUIREMENTS FOR CONSTRUCTION SITES. 6. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. Lei A 111 5 1101 111=11 1, W.C. BOYETT ESTATE PARTITION LOTS 1-8, BLOCK 20 — COLLEGE STATION, TX 6' MIN. !DEPTH STONE VARIES -►{ (ASTM 0448. 3" TO 5" DIAMETER) OVER 50, SO �� GEOTEXTILE FABRIC S WITH SAME SQUARE r'OV FOOTAGE. AalA ISTING STREET NOTE: DRESS WITH ADDITIONAL STONE 6" MIN. AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. GEOTEXTILE FABRIC f MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE F SILT N.T.S. r WIRE MESH (OPTIONAL)- �-SEDIMENT CONTROL FABRIC FASTENED TO T -POST OR FASTENED SECURELY TO WOODEN STAKE T -POST OR WOODEN STAKE WITH OPTIONAL WIRE MESH METAL T -POST OR WOODEN 8" OF FILTER FABRIC TO STAKE AS REQUIRED TO MAINTAIN. EXTEND INTO A TRENCH SPACED 6' APART AND BE ANCHORED WITH COMPACTED BACKFILL NATURAL GROUND DIREF FLOW 4'X4" MIN. TRENCH .} AI1OW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT II I� 20" TO ACCUMULATE, ALIGN FENCE ALONG SLOPE CONTOURS. SILT FENCE ASSEMBLY DETAIL a— wow WAIIIIIIIIIIIIIIIIII it•� �MIN '. rte,•� iv�>•Irrtn*►..�_=-_: JIr�►�►�4���,�.,_ owl • • t �i ��:�iiri�irrr��rw��filr���ic �� •ECTION (FDC)" CA -------------- of J� l,L'-•� err � �, ` \ 1 FOIRIVATE IMPROVE IN PUBLIC ROW EN1 N.T.S. VICINITY MAP SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14-323 SHEET PI]