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HomeMy WebLinkAboutDrawingsNOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. 33/8" IR FND DIGTESS: 800-D,I0-TESS COOS ELECTRICAL: ERIC HORTON 979-764-3660 ATMOS: JOSH NORTON - 979-774-2506 COCS WATER & SEWER: BUTCH WILLIS 979-764-3660 TELE PED. VFRI7(�N RPF -)Q vinnrk _ Q7Cl_R?1-a77n qi innFnii imiz. nAni Al.irgRi 1pr.i=r� sa�_�a�a I UNDERGROUND I G P -- - —_uj DEC 062013 •�. �....: , Lle, N .: . 327 FIRE HOSE LAY LENGTH --� .. Ire 9%K /L PARKING REQUIREMENTS MULTI -FAMILY DEVELOPMENT @ 1.5/BEDROOM PARKING SPACES REQUIRED 36 PARKING SPACES PROVIDED 36 �)ENGINEERING LEGEND Q� PROPERTY LINE • .. -- MAXIMUM BUILDING HEIGHT IS LESS THAN 30 ALL A PERMITTED A SIGNAGE MUST BE PERM TT SEPARATELY - - EASEMENT LINE.._ _ .- TP =12 0.96 ACE =12. em UNI PER ACRE / R S 5 ���� O _ Q J P : O P J l 8,0' -WIDE- UTILITY I _ - WATERLINE ......... . ...... _ ._........ _ _ . ww. _. \ - - ,r• T i f. SANITARY SEWER SERVICE X DR N , WATER SERVICE WS #RAIZ .SANITARY SEWER SERVICE S S .t� g ISANITARY SEWER CLEAN OUT ED PROPOSED , .EXISTING Prvl rn 110 00 0 00 i o� W i 00 Iq A 00 W I ! O 0 U I a. 0- C14 Z cr IIN 0 a A M '- I aZ O i j_ 7_5' B.L.(ORD_ )— l J� w U SOUTHWEST BORDER PARTNERS LTD. LOT B3 0.98 ACRES, PHASE 30 VOL 11377, PAGE 186 `4 W ` 'CALLED S 44°17'20" E 357.85') ( S 44014'55'1 E 358.02' u a nO TWO STORY BRICK/WOOD -- BLDG. --., � � C O E O d H Poo CONC. CONC. f 19P G P CE. � 10 3PACESG CON.. CONC. N 41016126" W 351.90' y` APPROXIMATE(CALLED N 41015117" W 351.86' � CREEK CENTERLINE 201 PRIVATE ACCESS ' EASEMENT ZONE x(500 YE ' FLOOD pLA" AR. _ ' ZONE FLOOD yE� OD pLA" 0246-BALCONES DR 903.DWG ,1/17 .11 via -m- 0=41-w` H&L REAL ESTATE LLC LOT B1 0.94 ACRES, PHASE 30 VOL 1.1844, PAGE 130 00 M N 00M tn 110 NT ,SUR VEYLEGEND SUBJECTPROPERTYLINE Q SEWER MANIZOLE AD.f01WGPR0PERTYLINE ® WATER METER - - UTZUYYEASEMEIVT .b. FIREHYDRANT - ——ORDZNANCEBUMDZNGLME(B.L.) - - PLATTEDBUZLDINGLINE(B.L j ®ELECTRZCMETER RESTRIC?TONSBUILDDVGLINE(B.L,� POWER POLE —P ELECTRICAL LINE X LIGHTPOLE ----�� WOOD FENCE SEWER CLEANOUT BENT 1/2"ZRONRODFOUNDMCONCRETECOVERED CONC. 1/2-MONRODFOVADBV'CONCRETE 'X"FOUNDINCONCRETE Survey Notes: 1). The bearings of this survey are based on the Texas State Plane Coordinate System, Central Zone, NAD83(2011) EPOCH 2010, and boundary referenced to 1/2" iron rods found referred to the previous plat recorded. 2). Drawing Scale is 1'1=50' 3). Drawn by: Adam Wallace 4). Said lot DOES appear to be under the 100 year flood plain, as shown, and as identified by the Federal Emergency Management Agency on Community Panel No. 48041 C0305 effective date, 05-16-2012 i, Raam waiiace, Kegistered Professional Land Surveyor No. 6132, hereby certify that the above survey is a true and accurate representation of an actual on the ground survey performed on September 1st, 2017, made under my supervision and that there are no encroachments or overlaps unless otherwise show Adam Wallace Texas Registered Professional Land Surveyor, Number 6132 2E T ` 00°°°°00 s T °°°° 0 0 -� *0 o* 0000800000000000000000000000 ADAM C WALLACE 000%00000000000000( ° o °o-,06132 �q" y Pyi°° o ° 0�°oFs 0°° 000000000 - � o SIJ Rv I - SURVEY PLAT -1 LOT: B-2 AREA: 0.9607 ACRES SUBDIVISION: SOUTHWOOD VALLEY, SECTION 30 - VOL. 2719, PAGE 151 STREET ADDRESS: 903 BALCONES DRIVE cITY: COLLEGE STATION, TEXAS CouNTY: BRAZOS COUNTY SURVEYED FOR BOBBY MIRZA *THIS SURVEY COMPLETED WITHOUT THE BENEFIT OF A TTTLE COhMMW ENT ATM Surveying P.O. Box 10313, College Station, TX 77840 PHONE: (979)209-9291 email: Adam@ATMsurveying.com www.ATMsurveying.com - FIRM #101784-00 P tfi tf � 1 ii z z 0.98 ..- AC-RES, VOL 11377 7 PAGE 191 IS 4401712011 . 1 (C ' / 1 511 E 359.021 1 F_ X&) lisill 6wu-* • • P7 51 B -RD ►� }--, - • • ..mo • : ® ° • '� • • j�, • • • �� 6.691 e 11-0 _ • ° wao 1 � Tw® STORY 00pm' C, . . r �. , . 00 � g , `9 tin till • LO let 00 00 0 till 7—S 4 Qjr It. XFMR* e- . /( ^qy, 9 `k�py, �.df �,l1j>ti' [ �''+� CONC, J t ,ONC.- CON -G IL 4 P E 110 26Ott A APPROXIMATE � � 20, pgNA'lE ACCESS CREEK CENTERLINE � � F.ASEMEN ER & SANITARY SEWER LEGEND WAT p':-GAL/MIN.... UM WATER DEMANDS/UNITEQUIREMENTS , MINIM 30 GAL/MIN PARKING R . MAXIMUM WATER DEMANDS/UNIT- 7 5 GAL/MIN GAL MIN.' MULTI -FAMILY DEVELOPMENT.@ 1:5/BEDROOM e AVG. WATER DEMANDS IN / 43,200 GAl/DAY. MAX. SANITARY_ SEWER LOADINGS/UNIT PARKING SPACES REQUIRED 36 ' - PARKING SPACES PROVIDED 36 OFFICE 10 GAL/MIN MAXIMUM WATER DEMAND GAL/MIN .:. . 2.5 AVG. WATER DEMAND 4 400 GAL/DAY UNIT PER ACRE 12/0.96 ACRES.=12.5 1, I MAX. SANITARY SEWER LOADING --4. STREETSCAPE - 128 -FEET FRONTAGE :` "SPACI(dG SYMBOL' SIZE NAME & TYPE QUANTITY POINTS LIVE OAK CANOPY 3 32' O.C. 450 QUERCUS.VIRGINIA 4 LD NA 600** o 5 GAL 'INDIAN HAWTHORNE. 6 3' O.C. 60 RHAPHIOLEPIS INDICA MINIMUM 3' HIGH 2' SPACING FROM CURB FRONTAGE. 128 LINEAR FEET FRONTAGE - 25' SITE TRIANGLE -12' DRIVE = 91 LF/32 = 3 TREES *ADDITIONAL POINTS -. .. 128 LIN EAR FEET. FRONTAGE - 25' SITE TRIANGLE - 12' DRIVE = 91 LF / 50 X 300 * 546 = 4 TREES LANDSCAPE POINTS - SYMBOL : SIZE ' NAME & TYPE : QUANTITY .VALUE POINTS PAIN ; SUMMARY: REQUIRED PROVIDED LIVE 150 1050 '. OAK CANOPY 7 C LANDSCAPE POINTS STRE =TSCAPE POINTS 990 1050 606 1110 . 1596 2160 .QUERCUS VIRGINIA . SUB TOTAL -TREECALIPER MEASUREMENT SHALL BE 12".ABOVE GROUND:. EXISTING CONCRETE PAVEMENT .,.... :. ... .. < , O , STREETSCAPE `- 128 -FEET FRONTAGE SVNAR(11 SIZE NAAAF R, TVPG Cll IAKITITV CPAGINC: D(11f\ITC XISTING FIR E, HYDRANT ED FOR . I I I I .. I � '..!"�.�.,"�*�.�,."::.'�,��,.,....."�i�.�,.,.�: � . I I I I I . , ".., I I . I I � I I . .1 . , A , � I I I I � � I I ..�,;, - .., .1 I I 11 � . � 1, I I I . I - * " ,z , ,� , . : � I . . I 1. I . I I � . . I ..� 1* , 1�1: ;., � - " " " �l , . ­ I �-,_..-.? *l?, I I . NOTE: I I I . , .­ . I .. .1.11;s�l I I I ', I. - m_- 1, '.,. :�.,:,:.­ I I � I I, . I I . I .1 . . '. , .1; . . * . I I I . I I I " ,.s' � I I ? - : I ­':­�� ` I I � I . . I I �":. � -1� - �.. I . <C11 * I , - , -, -,, ,,. . .�, HESTER ENGINEERING COMPANY 15 NOT RESPONSIBLE FOR THE I ­ ..' , 2 I I � I I I :.,:"*, I., � � I ;,..� : ,_ � I � , � . I .; I . � I I I . I . . I . . � I . "'..... ,-:': ,� , - � ..,::, ,.: . 11 . �. �x � � �,,.', I ') .." :, I . ... * , . I— , . -, I I ACCURACY OF THE TOPOGRAPHIC SURVEY WORK SHOWN ON � ". ., I . �, '. "I � I �.',*. '' . I � -1 � I . I I I , � � , � ., ` '. .. I . I � ,­_ . /I , I 1. .1 I I . I ,; ., �, :, %, .1 � .. I . � ,�: I � � �. 0 , ,�­_ I I `­ I =�_ I - HALL BE RESPONSIBLE FOR I EXISTING SUDDENLINK I , �,-.' , , ..,., . "'-,� * I � � , _v\ . . I I I - I ., � " � �; I �;,.v - . '�­ I . � �. ;*:! , .­ : THIS PROJECT, THE CONTRACTORS - . , .�.* . , 1� � . ::, , � , , .�.�. � �,� I I I . . I .� " "ZD _ . . I .: . .. ��:,� � . . I . I I ... .1. � ` , ,:_..., .-,,�i: .. -l: � � , � , - . . . I , . I . . I , V, . :.,..: . � I I I I ,I , . - .1, . . : ''. " � , I , . I � . I . I � z I I.. � ­ . ...- % , I \_ CONFIRMING EXISTING ELEVATIONS AND DIMENSIONS PRIOR TO - � " - . _­ . � � . , ,:­ , - � - - . �� . I -r)[\IqTPHr'Tlnf\l Py [=ypnozirmr, .a I I EXISTING LINES. � � ;_­ I , ol !.-.,,! --, .. � EXISTING PARKING - 11 I I � I I .EXISTING * [EVICT txlr'. r) A DV KI � �,,; - : i. .l.. 0 .. I , .,. � I I � c I I. ( . I I � � � I .. I � . . 1. I . � � I . � . . I � I I I � I I . . I NOTE: I I . I ,� I 1. � . � : 11 . I � .1 I I � � . I I I I I I I I . I I I I i 1, I 11 I . . . � I I I . I I I I � I I THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING. UTILITIES AND 1, � I 1, ., I 11 I . I I I I 11 . r . .1. �� 11 � . . I 11 . SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. 3/8" IR FND _//'�'j I � � � I I I I � � 1. I I . � � I I I . I I I I I I I I DIGTESS: 800-DIG-TESS COCS ELECTRICAL: ERIC HORTON 979-764-3660 1 ''I : _,_� . � I I I � I TELE PED. , � � . I I . I I I I I I . I ATMOS: JOSH NORTON - 979-774-2506 Cocs WATER & SEWER: BUTCH WILLIS 979-764-3660 1 1 . I � � � I � � I I � � I I VERIZON: BREND VIDOCK - 979-821-4770 SUDDENLINK: D N UGSBURGER 595-2429 � . . I I I I � � I . . I � . .. � . , , - " : - I . I I 11 . � I ­ i,.. - . * �; 1� .. �tl � .. � ., J: . � : i I I I � I . I I I � . � I I . � � I I . 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SUDDENLINK: DAN AUGSBURGER 595-2429 TI ONCRETE PAVEMENT GGp� ':. .. 1 __ - — _ _ ___ "_ — — ._ e .' • ® �.... . . o .. Z�.,.,�, • , _..., 327' FIRE HOSE AY LLENGT PARKING REQUIREMENTS TOWNHOME DEVELOPMENT @ 1.5/13EDROOM PARKING SPACES REQUIRED 36 PARKING SPACES PROVIDED 36 LEGEND PROPERTY LINE ALL SIGNAGE MUST BE PERMITTED SEPARATELY - EASEMENT LINE MAXIMUM_ BUILDING HEIGT. 33 WATERLINE "�" + X -FI E HYDRANT O �M-123SANiTARY SEWER SERVICE .::: --,• Y _. WS W SERVICE _ Q - WATER SER E P ANI W SANITARY Y SE T R ER SERVICE SS J : SANITARY SEWS CLEAN-OUT OUT PROPOSED 80 WIDETIL( TY _ • U EXISTING EASEMENT 5 08 571 f �. Al t e CONCRETE .,. .. _ ' CHURCH I I _ 15 DRAINAGE & PUE 20 PRIVATE ACCESS EAE T WATER METER Ell S MEN G .. F KAZEROUNI HASSAN 9565/13508 571 GRASS ......, . o � n I LTB , 0 PARKIN SPACES . 3 7 1 GS C S 45/_: / , S 44 15 44 E 5 .8 ZONED R4 _.._ E 0 r /Aix/ P i f t f / / r i f ! r fi r . E r : E EXISTING : SING NATURAL. GROUND r O , / . r FLOODPLAIN ': i ..:.. , .......... ....... ... : < : r: .r : ...� .w ....,........ FLOODPLAIN REVISED _ NOTE WHEN I. LOTTED SHEETS CHECK BAR SCALE FOR ACCURACY (PLOT @ 24X36111 c� CONSOL TRACT Atc/ ! DEVELOPMENT FOR . BFE AGGIE MANORAPARTMENTS < f r : , <r < cta .. CT IC25 ELEPARK � _ ! ... __ . ._ O - OD VALLEY SECTIO EASEMEN[ N 30 LOT B2 I m POWER LIE PSOUTH W SOUTHWOOD VALLEY, SECTION 30 508 571tLIBRARY :< . 0.963 ACRE -. S 2719/151 .. o IACRES .__ __.w__ _ _ r ! / o � ....:...... : . : LOT 62 0.96 B3 0 .. f: , /..7� _ .. N r O r : < r . _. � m . ,fir ...c_ AWFORD BURNETT LEAGUE A � _ o rfi,:,< ..........::...... :. r.: :r .fir. r<< ... MICHAEL s P O�—. < / r ,. Er1 .. , f% GNESTER M• ; / r r f B2 o E : . . z : : m 0 : : ,. : f : .. � BALCONIES PROJECT LLC F d' : 40 : < : ,< E < .fi E fir , t f _ _ � O n - :. ,/ r ,1 •t .< fi fir : ! r _ r , fi m G O o r o ! I c rf' y, , SCALE.1 30 @24x36, ; ,::. M 7 COLLEGES ATION BRAZOS NT -� -t � . ,. .....� :,x , E. �: , << , .., , � -0 6 9'104 � Y, /, , -< ! ._ r 11599/ 100 COU TEXAS ry r ..= r' f <E� r :� : r </ .... ,: C , : < r .. .. .r r' <fi C!%m G: Y ! fE / _ V LN ! t A / r r:<E a Q y o o z, E F r ZONED R4 ZM O .� i ,f, r :! .E : f:<.., � / 3 CONES DRIVE - C2 p \J�, ... << f < :� r .: r / E .. r ! f � . ,., # A PORTION OF THE LOT IS IN THE 100 YEAR U S/ � — ! ... � , ._ : .. .: , : 'Z r : < ,, fir is - o a s R 2 'I — < r < OCTOBE 0 3 -SCALE � iL1 / r r r ; r r ! p i a 0 Cl v r r` : <E r :: fi• ,r r , .<. f .. :, I� ! : f E : � r ...' .. FLOODPLAIN PER FEMA FIRM MAP 4$04'IC0305E _ O�� r r Q to O MAP REVISED MAY 16 2012. mco . f r r f M. r . 4 I .< : .. r .. : ....._.. -:.. THE SE ! AL APPEARING ON THIS DOCUMENT WAS A THORIZE BY MICHAEL I U �., IC EL G RESTER, .. / r r f . < _.. CHURCH o : , ... r� ., :.�.: : , _..�:... _ < f... : , �fi .: : ., .. : E , .. ..... P.E. NO. 69'104 HE ( , / E , •,. ....bac., <, ,. w...:: STER EN �INEERING COMPANY FIRM # F 3476 OCTOBER 16, 2013. O f _ .. _ �, . I ••..•_ .........:_ ALTERATION OF A SEALED I_ � � DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE O <v o i EN (NEER IS AN FFE � I I ,.,, n _ O NSE U, dDER THE TEXAS ENGINEERING PRACTICE ACT. a N 41 13 Q ( FLOODWAY _ .�...._ ...__.._..... 3 52.2 7 CITY O OLLEGE STATION DEVELOPMENT SERVICES: PRELIMINARY NOT FOR CONSTRUCTION PL,/\N O F 8 SHEET sl z I I ..W N/F M X 3 HOLDINGS INC 9452/189 _, ..._..�:` ..�....: , STAFF PLANNER. TERESA ROGERS _ -LOT B1 ZONED R4 20 PRIVATE ACCESS ❑ ❑ #f 3476 STAFF ENGINEER. ERIKA BRIDGES EASEMENT 2110 168 G S 0 0 0 0 � - PROPERTY IOWNER &DEVELOPER. 0 p 0 p . t BOBBY MIRZA BALCONIES PROJECT LLC Q j f SCALE. 1 30 /0. KEY MAP o0 P.O. BOX 2932 BRYAN TEXAS -77805 0 �10 0 0 a d 00 D og�[jgnE0 0 0 00- WC�O� Ra���ann DG���� ����� ��6 Q ��ia400� �i R�1� �1�04�0 fly 979-575-8172 bobby@theisaccteam.com �� m I . 'r NOTE: NOT RESPONSIBLE FOR THE F HESTER ENGINEERING Y NEERING COMPAN IS I I ACCURACY OF THE TOPOGRAPHIC, SURVEY WORK SHOWN ON I SHALL B I F .... C ..:. ; ...,. THIS PROJECT THE CONTRACTOR _ E RESPONSIBLE OR I , EXISTING SUDDENLINK CONFIRMING EXISTING ELEVATION§ AND DIMENSIONS PRIOR TO EXISTING PARKING rleNn:rl if, nv rv�m:� n: I EVICTIf�I(^. 1 INCC NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND ;, I SHALL CONTAC 3 8 IR F ND R ..T UTILITY COMPANY REPRESENTATIVES S A IV I T ES 48 HOURS IN ADVANCE OF ANY EXCAVATION. t ,„ DIGTESS: 800-CIG-TESS CoCS ELECTRICAL: ERIC HORTON 979-764-3660 .ATMOS: JOSH NORTON _ 979-774-2506 CoCS WATER & SEWER: BUTCH WILLIS 979-764- 3660 TELE PED. I \/CDI'7n\l. DDCKir— — — n-�-v� r—r—.. :w... . — RAJ - — = ND 32T FIRE HOSE LAY L I.. PARKING REQUIREMENTS TOWNHOME DEVELOPMENT @ 1.5/BEDROOM PARKING SPACES REQUIRED 36 PARKING SPACES PROVIDED 36 ALL SIGNAGE MUST BE PERMITTED SEPARATELY AAAXIAAI IAA RI III nimn Pr -l( -;PT -4-411 'ham ,• .. r ; .: < , :r J ._ :,J', ',;.......,.., 0 r r � 0 EXISTING NATURAL GROUND o rr .FLOODPLAIN CONSOL < ....... .,. II. :< , :'r,R........�........._...NOTE: WHEN SCALING LOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. (PLOT @ 24X36).. .._... �:..,._ FLOODPLAIN REVISEDTRACT r .....,., : aa FOR DEVELOPMENT =' r I: l . Ln _ I Q - .cam 00 BFE277.25 F � .fij r _ 2 _ <. g. :.:. .. .. AGGIE MANOR APART MENT S 25 ELECT ICPARK Nm POWER LI SOUTHWOOD VALLEY SECTION 30 LOT B2 o EASEMEN � Lu, SOUTHWOOD VALLEY SECTION 30 508]571LIB0.963 ACRES 2719/151 W Lu OLOT B2 0.96 ACRES 271 � r oto CRAWFO2D BURNETT LEAGUE A- : G ,o 69 2O 9 FOp on D0„ z ;rw .<, r,rr�;.<' f.frr .f.,•: ' .r ;.rits : , . I _ o_ M�IC �H AELo r � G H E ST�E �B2 o m 0 40 BALCONIES PROJECT, LLC 6g C4C5 D r SCALE: @24x36 11599/100 c, COLLEGE STATION,BRAZOS COUNTY, TY TEXA UJED C4 m / ZONED R4 d .. 903 BALCO�ES DRIVE �S ,:. S s C2 NO - n i`+ c J � `,•rte` p 0 ''• r' t 1 1 A PORTION F v S• f ON 0 THE LOT I I � r S N THE 'i00 YEAR / 9 a t . •c9 � i 0 — r< 0 L �, i`r `r'` N A a ` OCTOBER 20'13 SCALE 'I 10 Cl �] ” !` l ii r E` i' r fir :.< ; /r, r / r :r f ' :<><' rJ r , .,t >' i a m :. .. r < :. ; .< :. r r r '' r r :' r < : ,: :' :<�•'• .: :>' :r' ; .. :::',..:,.. FLOODPLAIN PER FEMA FIRM MAP 48041C0305E, t O ,,,t. �' fr,,.r.<•s �<, ' ..r:'fr r<`<<rr<.:+r'r<'<r:r:;.'� ,<,: : „<•r<<rr ..`r�,r i vJi✓f < r'rr'/ <=<<< ,r'rr r , :rr rr, iIf::, r, <. rf: „ J::• r Jr. r :;:r<r+ `:.;`�••,`.,' .• •..� r : : < ,•<.. i ._....._.. --. _..•__... _. I I� mMAP REVISED MAY 16, 2012. . c� THE SEAL APPEARING ON HIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. NESTER 4 :,.;rr :<r _P.E. NO. 69104 RESTER ENGINEERING COMPANY FIRM # F-3476 - OCTOBER 16 2013. CHURCH . _ .<-......... ALTERATION OF A SEALED DOCUMENT W --- � ITHOUT NOTIFICATION TO THE RESPONSIBLE cv 0 I -� EWPRELIMINARY EER IS AN F � N n a, OFFENSE UNDER THETEXASENGINEERING_ PRACTICE ACT. Q � � - _ -•_ 411330 .s.., FLOODWAY w..._ .. _.. w 3 1 I, _ s � _...... ....w 52.27 -�- • • N/F M X 3 HOLDINGS INC 9452 189:CITY O OLLEGE STATION DEVELOPMENT SERVICES: NOT FOR Co N S T R U C T I O N P t_ A ISI OF 8 SHEET. •--.. STAFF PLANNER: TERESA ROGERS - LOT B1 ZONED R4 20' PRIVATE ACCESS _..- .. .... _.... ❑ ❑: #f-3476 EASEMENT 2110/168 STAFF ENGINEER. ERIKA BRIDGES I I PROPERTY INFORMATION OWNER & DEVELOPER: �0 0 � 061 BOBBY MIRZA; BALCONIES PROJECT, LLC SCALE: 1 -30 ! KEY MAP P.O. BOX 2932 BRYAN TEXAS 778050 00o i 0'01W D�U�Vmo 0 0 D o a 0 0 0 0 0 0 0 979-575-8'172 bobb @theisaccteam.com �1RQf f llaQg D. M ��� a gqg:lnmUR�R 9 �( (9) g�1g (g 3 �1 f 100 v 9 9 i NOTE: NOTE:.... � COORDINATE WET CONNECTIONS WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND I BUTCH WILLIS, CoCS UTILITY DEPARTMENT, SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. 979-764-3660 AT LEAST 48 -HOURS PRIOR TO DIGTESS: 800-0IG-TESS CoCS ELECTRICAL: ERIC HORTON 979-764-3660 CONNECTION. ATMOS: JOSH NORTON - 979-774-2506 COCS WATER & SEWER: BUTCH WILLIS 979-764-3660 � VERIZON: BRENDA VIDOCK - 979-821-4770 SUDDENLINK: DAN AUGSBURGER 595-2429 15.0' :. :.. .. ..... .'\UG/IVIVI.KC I C FV 0 — SIDEWALK //// N, N\4 NN4\ \\\\\ r i r / :. ER 288 / X\z CURB&GUTT r/ r/rr/ rr/ZKING , r r o SECTION BETWEEN Br& RACY. PLO @ 24X3 NOTE. WHEN SCALING PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. (PLOT ) -SCALE 1 2 .SECTION B B / AGGIE MANOR APARTMENTS ,. 15.0 _SECTIO/,qF � T P L D VALLEY 30 O �- � SOUTHW 00 T 132 SCALE 1 2 .SECTION A Afcy s V �._ 0.963ACRES27'19 'I5'� 6.0 4 SIDEWALK.. .5'PORCH � . _ :� , ,� _ : _ O 9 • } _ CRAV1/FORD B RNETT LEAGUE A MICHAEL G. NESTER - _ D BLDG A 4 Q .\. .<\r• .�� Q- 0 i S �. G COLLEGE S' BRICK @2/ 283.80 CURB TAT903 I\1BABLf�CAOZNOESS CDRIVE cEN sLEDGE @2/I T YSHTEEETXANS- O DOWEL TO PARKING PAVEMENT �o S Na OCTOBER 20'3 SCALE 'n—'0iD�AINGE PA® � 7777— Vii\ - / ToC275.50 @CURB OPENING r/r/// /, / ..... 2.5X5 r///////////,. //////, \\ BLDG \\\\\\\\\\:. _ \\ \\ \\ \\\\i\\ \� \\ �\ PARKING PAVEMENT @ 1 /o THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, _ FF281.60 r /i ri,• / / P.E. NO. 69'104 HESTER ENGINEERING - 2013. _ R NG COMPANY FIRM # F {3476 OCTOBER 16, r r X NAT.GRD. rr . - .•. ,.:. \ \\ ..: ,<... ALTERATION OF A Sk LED DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE .... .....:......:....:.>,..� EN INFER IS AN OFFS E UNDER THE TEXAS ENGINEERING PRACTICE ACT. - :..KEYSTONE BLOCK :........:..... . .,. PLAN - PRELIMINARY NOT FOR CONSTRUCTION OF 8 SHEETS 4 THK. CONCRE hE PAD CITY OF COLLEGE STATION DEVELOPMENT SERVICES. 280 MATCH EXISTING - �4\,\� — — — �� STAFF PLANNER. TERESA ROGERSFl-n ❑ �, ❑ #f 347 GRADE MIN. XNG275.25 STAFF ENGINEER: ERIKA BRIDGES •.:...:.,. G A E0.5 DEVELOPER: OWNER & , 0 0 N BUILDING B C [ o o 61n SEC ION BETW l.X BBY MIRZA BALCONES PROJECT LLC — I N C -C o o p o 0 0 0 SCALE 1 2 SECT 0 P.O. BOX 2932 BRYAN, TEXAS 77805 4 00 D o0 0 0 0 0 00 0 00 �C�O� 979-575-8172 bobby@theisaccteam.com 9 9 I I NOTE: NOTE: COORDINATE WET CONNECTIONS WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND - BUTCH WILLIS, CoCS UTILITY DEPARTMENT, SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. 979-764-3660 AT LEAST 48 -HOURS PRIOR TO DIGTESS: 800-DIG-TESS COCS ELECTRICAL: ERIC HORTON 979-764-3660 CONNECTION. ATMOS: JOSH NORTON - 979-774-2506 COCS WATER & SEWER: BUTCH WILLIS 979-764-3660 VERIZON: BRENDA VIDOCK - 979-821-4770 SUDDENLINK: DAN AUGSBURGER 595-2429 NOTE: NOTE: COORDINATE WET CONNECTIONS WITH : THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND BUTCH WILLIS, CoCS UTILITY DEPARTMENT, SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. 979-764-3660 AT LEAST 48 -HOURS PRIOR TO DIGTESS: 800-DIC-TESS CoCS ELECTRICAL: ERIC HORTON 979-764-3660 CONNECTION. ATMOS: JOSH NORTON - 979-774-2506 CoCS WATER & SEWER: BUTCH WILLIS 979-764-3660 VERIZON: BRENDA VIDOCK - 979-821-4770 SUDDENLINK: DAN AUGSBURGER 595-2429 DEVELOPABLE SQUARE FOOTAGE 41817 UNDEVELOPED FLOODPLAIN =8816 1� TOTAL SQUARE FOOTAGE 33,002 REQUIRED LANDSCAPE POINTS (S.F./1000X30) 990 V 2.1 -INCH CALIPER LIVE OAK CANOPY @ 150 PTS, 7 TREES 5 _... -STREETSCAPE 128 FRONTAGE - 12 DRIVEWAY - 25 SITE TRIANGLE ='91 F %32, h 1 = 3 TREES @ 32' O.C. ALONG BALCONES FRONTAGE: 128 LINEAR FEET FRONTAGE - 25' SITE TRIANGLE - 12' DRIVE = 91 LF/32 = 3 TREES POINT SUMMARY:** REQUIRED - : AD ITIONAL P TS: = ----�-- EXISTING CONCRETE PAVEMENT 128 LINEAR FEET ONTAGE - 25' SITE TRIANGLE -12' DRIVE = 91 LF / 50 X 300 546 = 4 TREES LANDSCAPE POINTS 990 : STREETSCAPE POINTS STREETSCAPE - TACE - 128 FEET FROM ),6'56 2160 SYMBOL SIZE NAME &TYPE QUANTITY SPACING POINTS i 2.111 ,/LIVE OAK CANOPY 3 32' O.C. 4 LANDSCAPING INSTALLATION: QUERCUS VIRGINIA 14 NA 00** ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH STREETSCAPE BUFFER SHRUBS THE CURRENT PLANTING PROCEDURES ESTABLISHED BY THE MOST 6 - 5 GAL @ 10 POINTS @ 3' O.C. & 2' FROM BACK OF CURB I 5 GAL INDIAN HAWTHORNE 6 T O.C. 60 RECENT ADDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, MINIMUM THIGH RHAPHIOLEPIS INDICA AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. I MINIMUM THIGH 2' SPACING FROM CURB - DEVELOPABLE SQUARE FOOTAGE 41817 UNDEVELOPED FLOODPLAIN =8816 1� TOTAL SQUARE FOOTAGE 33,002 REQUIRED LANDSCAPE POINTS (S.F./1000X30) 990 V 2.1 -INCH CALIPER LIVE OAK CANOPY @ 150 PTS, 7 TREES 5 _... -STREETSCAPE 128 FRONTAGE - 12 DRIVEWAY - 25 SITE TRIANGLE ='91 F %32, h 1 = 3 TREES @ 32' O.C. ALONG BALCONES FRONTAGE: 128 LINEAR FEET FRONTAGE - 25' SITE TRIANGLE - 12' DRIVE = 91 LF/32 = 3 TREES POINT SUMMARY:** REQUIRED PROVIDED : AD ITIONAL P TS: = 128 LINEAR FEET ONTAGE - 25' SITE TRIANGLE -12' DRIVE = 91 LF / 50 X 300 546 = 4 TREES LANDSCAPE POINTS 990 STREETSCAPE POINTS SUB TOTAL = ),6'56 2160 -LANDSCAPE PLAN DEVELOPABLE SQUARE FOOTAGE 41817 UNDEVELOPED FLOODPLAIN =8816 1� TOTAL SQUARE FOOTAGE 33,002 REQUIRED LANDSCAPE POINTS (S.F./1000X30) 990 V 2.1 -INCH CALIPER LIVE OAK CANOPY @ 150 PTS, 7 TREES 5 _... -STREETSCAPE 128 FRONTAGE - 12 DRIVEWAY - 25 SITE TRIANGLE ='91 F %32, h 1 = 3 TREES @ 32' O.C. ALONG BALCONES CROSS SLOPE NOTES: 2%MIN. CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B)CS UNIFIED DESIGN GUIDELINES. _ CROSS SLOPE W BE AS SHOWN ELSEWHERE IN ., . EXPANSION JOINTS 2. FINISH. LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1 DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. SLOPE , . SIDEWALK_ CROSS SLO Z "*VARIES 4' THE PLANS. @ 40' O.C.,CONTRACTION JOINTS @ 4' O.C. °° ° ° /°MIN. 2°° to 4/° 2/ MAX,,� n.:- 3116" NOMINAL VARIES NEENAH GRATE BOLTED 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK DRIVEWAY INLET BOX CURB JUNCTION BOX, ETC.) 2 WARNING SURFACE WITH #3 x 12 BARS @ 12 O.C. OR #4 x 12 BARS @ 18 O.C. PAVEMENT U a s+axr,. .. >. ,,..r , ..<.,.r... , w e 6' ° e . SIDEWALKS e . ,E¢ o DENSITY AS 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98 /° OF MAXIMUM DRY. e ��FSS DETECTABLE ' ' ¢ !� WARNING .> 6 a a _ - O DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMA MOISTURE CONTENT ,..,�,, arr,: ,t,:.,�.,,:,;,},,, •,,�,,:;;;,;,;,�� 1. A R APF•�RE MAXIMUM ALLnWAR THE LEAST O ` 6" VARIES (TYp) 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH QF SIDEWALK. PROPERTY LINE \ �L s• 8' TYP. TRENCH GRATE MAY ONLY BE a f• --i- f. LANDING FOR PEDESTRIANS TO CROSS THE INTERSECTION AS NOTE: ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE WHERE THERE IS NO OTHER STORM SEWER SYSTEM • ° 112"0 X 18" 12" O.C. 1l4" R REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. "" w W U w> w (COATED WITH HEAVY 314" GREASE) ".. ylj� \ ° SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE OF APPROACH SIDEWALKS AS DIRECTED. 3-0„ MIN. VARIES E 5 0 -2A" _ • P F \ 77M 4 ° °M X. , .. .� .. x . ,* ;: -•qe , n,vn nu mn,va.n-nv, vncv - .. .. t Slp b BY J.D. RUSSELL CO. OR 3" LONG METAL OR PLASTIC CAP, INSIDE 1 e qS ohdjr Sfre r- :x. ,", • , Yy.,h`,�f• , ��:,:.:<'i'"? n i .� DIAMETER R O DOWEL BAR. CAPUST O.C.E.W. EQUAL GREARTHANDIA E ER OBE 1116OR -28-DAY CONCRETE#3 BARS @ 12BE LONG ENOUGH O COVE 2"OF STRENGTH = 3000 P SI DOWEL AND HAVE STOP SO END OF #4 BARS 18O.C.E.W. 4" THICK MIN.)CAP IS 1" FROM END OF BAR. :i,,i ...,, aY: $EE FINISH NOTE l =s• x,<�, , PER TAS >� .rvt STANDARDS :,,r.,.........y ALONG LOCAL STREETS t ..,,,...,,... SIDEWALK EXPANSION SIDEWALK. SLOPE REQUIREMENTS & CONSTRUCTION J DINT SE1-00 , 4"x4"x3/16" STRUCTURAL STEEL TUBING 6 8'-0" MIN. VARIES - SAWED OR FORMED, . 0„ R 8' O.C. M A lMUM 8' O C.MAXIMUM 12" O.C. .118" TO 3116 SEAL WITH EXPANSION ` X I .E-- JOINT MATERIAL MIN 2/° MA. 5., 3181, R EE S NOTE 4 50., #3 BARS @ 12" O.C.E.W. OR 28 -DAY CONCRETE .. #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI L4 „ (4 THICK MIN.) 4"x2"x3116" STRUCTURAL STEEL TUBING SIDEWALK CONTRACTION JGINE $EE FINISH NOTE 4"x4"x3/16" STRUCTURAL STEEL TUBING 1 "x1 "x3116" STRUCTURAL STEEL TUBING ALONG MINOR COLLECTORS SEE CONNECTION DETAIL SWEEP SAND MIN 8"INTO ALL JOINTS - 4.. MAX 24 AND LARGER _ E CON SIDEWALK 6„ •..; 3-112" 1!2" DIA. BOLT • TYPI AT PEDE T ,.• ... C S RIAN r C. .. 4 CONN�CTIONDL 7.5" GUARDRAIL TAIL 4 ACCEPTABLE o v TRAFFIC RATED 8'-0„ VARIES-=� PAVER MATERIAL i 0 SW1-01 6„ E-• 2% MAX ..:., , GENERAL NOTES. 1. . ,j MAX. SAND LAYING COURSE SEE NOTE 4 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SEE NOTE 3 SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED ACCEPTABLE Q UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT,BOC S TRAFFIC RATED 28 -DAY CONCRETE BLOCK OD WILL BE REQUIRED. PAVER MATERIAL " STRENGTH = 3000 PSI BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. #3 BARS @ 12 O.C.E.W. OR ((4" THICK MIN. #4 BARS @ 18" O.C.E.W. $EE FINISH NOTE APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS SIDEWALK PAVER ET m IDEWALK i R SECTION ESTABLISHED AFTER CONSTRUCTION IS AND THEN REMOVED BY CONTRACTOR. ALONG MINOR COLLECTORS ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN AND LARGER ACCORDANCE WITH TXDOT STANDARDS REFER TO SPEC 31 17 23.23 PAVEMENT MARKINGS FOR ADDITIONAL LOCAL REQUIREMENTS. ( ) Q MENTS. CONCRETE SIDEWALK SWI 021 CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, MTE T TECTABLE WARNINGS CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL PED i , I;STRIAN FACILITIES BE AS SHOWN ELSEWHERE IN - - _. _ 0 ` TEC BE E TA L CROSSWALKS: i i G I;RAL NOTES. "*VARIES 4' THE PLANS. GENERAL NOTES. **VARIES THE PLANS. 3116" NOMINAL VARIES NEENAH GRATE BOLTED 2 WARNING SURFACE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC ° '• • ° . SIDEWALK .':.:: LggOi IIIA r Dn e 6' ° e . SIDEWALKS e . ,E¢ e ��FSS DETECTABLE ' ' ¢ !� WARNING .> 6 a _ - O CONTROL DEVICES AT CONTROLLED INTERSECTIONS. THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION�• 1, CURB RAMPS MUST CONTAIN A DETECTABkE WARNING AMP e ' b. 4r FC 12:1 L�• DETECTABLE 1. A R APF•�RE MAXIMUM ALLnWAR THE LEAST .' �` ` 6" VARIES (TYp) PROPERTY LINE \ `� - WARNING. R ?S PROPERTY LINE \ �L s• TRENCH GRATE MAY ONLY BE 'A f• --i- f. LANDING FOR PEDESTRIANS TO CROSS THE INTERSECTION AS CA ED SURFACE THAT CONSISTS OF RAISED TRU T HE TEXAS ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY 6 ?s OIG WHERE THERE IS NO OTHER STORM SEWER SYSTEM • ° w W U w> w WELL AS INFORMING DRIVERS G RIV RS WHERE PEDESTRIANS S HE BE PRESENT. MAY P S NT. NOT ALL LOCATIONS ATI NS EED E N TH DOMES COMPLYING WITH SECTION 4.29 OF FACE ACCESSIBILITY STANDARDS FACE MUST (TAS). THE SUt� ylj� \ ° SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE OF APPROACH SIDEWALKS AS DIRECTED. 21.5' (20' CURB RADIUS) 16.5' (25' CURB RADIUS) .p \ ,.. °' v F \ a w 0 � w _ CROSSWALKS MARKED; E K HOWEVER V R TYPICALL COLLECTOR AND ARTERIAL STREET'S DO. AS STATED CONTRAST R T VISU L Y A L WITH ADJOINING SUR.. , - INCLUDING SIDE FLARES. FURNISH DARK BROWN OR 2: LANDINGS SHALL BE A 5'X ti' MINIMUM WITH A MAXIMUM � * 23' (10` CURB RADIUS) ❑ -y CROSS SLOPE NOT TO EXCEED . 2% OR BE LESS THAN 1%ON ANY ❑ w i 21,5' (20' CURB RADIUS) \ " A 4 MAX. d . tl.p.o.a.t! p.. IN THETMUTC AN ENGINEERING STUDY SHOULD BE , O DARK RED DETECTABLE WARNING t AOJACE G SURFAG UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE TTO 2/o SLOPE IN ANY DIRECTION. z o PORTION OF RAMP OR TRANSITION , _ AND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. IN THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 4 X 4 WHOLLY CONTAINED WITHIN - cn � CROSS SLOPE NOT TO EXCEED ! • •p• �•�• THE CITY OF BRYAN'S PREFERENCE FOR MARKING 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACt�UMULATE. THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. > � ; CROSSWALKS IS THE LONGITUDINAL OR "LADDER" 8' Isometric View 5'/6' SIDEWALK AMBULATORY - - STYLE).THE CITY O COLLEGE F CO G STATION'S TATIC�N S 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF SIDEWALK DRAINAGE " 4. MAXIMUM ALLOWABLE A LE CROSS SLOPE ON SIDEWALK AND A o RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION SW3-02 _ PREFERENCE IS IS THE TYPICAL L" PCA TRANSVERSE'S STYLE; TY PEDESTRIAN :STREET. P SYRIAN TRAVEL WHEN E H N NTERING THE _ CURB RAM S .. P I 2/°. * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED 6" MIN. FACP EDF 10" MAX. CU IAB HOWEVER, IN THE NORTHGATE AREA ADJACENT TO SCHOOL O SCHOOL Z R H ONES AND OTHER HIGH > �1 R 1 H `"E E DED TH 4 SHA AREAS ON SHEETS D T 3 AN 4 INDICA t , TO STREET 5. CURB E U RAMPS WITH RETURNED CURBS MAY BE USED L M US ONLY TO STREET / PEDESTRIAN CROSSINGS, THE LONGITUDINAL ((OR APPROXIMATE LOCATION FOR THE DETECAULE WARNING WHERE PEDESTRIANS LD WOULD NOT NORMALLY WALK ACROSS , tih y "LADDER" STYLE IS PREFERRED. DEVIATION FfiOM SURFACE FOR EACH CURB RAMP TYPE. C1 ' THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS ryg / y y �/ y y - TYPICAL PLACEMENT OF DETECTABLE WARNING THESE PREFERENCES WILL BE ALLOWED ONLY WITH THE APPROVAL OF THE CITY ENGINEER. 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF PLANTING O OTHER R T NON -WALKING SURFACE OR BECAUSE THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED, LINE / DETECTABLE LINE / DETECTABLE + & SIDEWALK SURFACE SURFACE ON LANDINGAT T S REST EDGE THE LONGITUDINAL STYLE MARKING SHALL BE 24 .. DEPTH IN THE DIRECTION OF PEDEST�I RA RAV AND AMP OR N EXTEND THE FULL WIDTH OF THE CURB EL, OTHERWISE, PROVIDE FLARED SIDES. • caS1t RAMP* Ue z AMP*'p33.Yc 6' SIDEWALK g :•;1 in SLOPE `':: Z RAMP* n:.. 5' SIDEWALK g SLOPE I:e; 1:12 ...eaMAK AND 8 FEET IN LENGTH SPACED 48 -INCHES LANDING WHERE THE PEDESTRIAN CC S ROUTE E A ES TERS 6: ADDITIONAL INFORMATION ON CURB RAMP LOCATION I 3• EXPANSION JT. & . 3' EXPANSION JT. & .WIDE APART. THE TRANSVERSE MARKINGS SHALL CONSIST OF TWO 12 -INCH WIDE LINES SEPARATED BY 6 FEET THE STREET. r DESIGN LIGHT RELECT V I E VALUE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS 1/2" DIA: X 16", WITH CAP @ 12" D.C. BACK 112" DIA. X 16", WITH CAP @ 12" O.C. BAC OF CURB 1/2" DIA. X 16", WITH - SW2 00 OF UNMARIiED PAVEMENT. ALL CROSSWALK PAVEMENT 6. DETECT BLE E LOC TED A WARNING SURFACES SHALL B A THAT THE E A HA TH G NEAREST THE CURB LINE 19 MINIMUM 8 O OF ACCESSIBILITY STANDARDS TAS AND 16 TAC 68.102. (TAS) GREASE) ` 8' SIDEWALK AMBULATORY RAMP S S � MARKING HALL ALWAYS MEET TxDOT S SPECIFICATION FOR TYPE I MARKINGS UNLESS OTHERWISE.APPROVED 6 AND A SONO N MAXIMUM OF 10 FROM THE EXTENSION F T FACE OF CURB. DETECTABLE WARNING SURFACES MAY HE BE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA THE MEDIAN SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE AT STREET INTERSECTION & DRIVES SW3-03 Q Z LANDING BY THE.CITY ENGINEER. CURVED ALONG THE CORNER RADIUS. I SW3-05 DESIGNED TO PROVIDE ACCTS LE PASSAGE OVER OR I _ rx O _ ADDITIONAL INFORMATION I N NATION ABOUT CROSSWALK MARKINGS 7. ACCT BLE VI PTA PAVER E AY TRI R MAT RIAL SHALL BE CL , F ED THROUGHTHEM. H M. U_A rnw _ w>U CAN BE FOUND IN THE TMUTCO. POLYMER COMPOSITE PRECAST ONCRETE R CAST POLYMER C , 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND STOP BAR LOCATIONS w wm- CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, ANO CONCRETE. SHALL BE AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK o ❑ f- D p ETECTABLE WARNING (7 INC SU CE N RFA RUN PARALLEL TO STAMPED CONCRETE ETC. SHALL SO AL REQUIRE RETRO -REFLECTIVE THERMOPLASTIC TRANSVERSE MARKINGS ARE NOT REQUIRED CURB RAMPS SHALL BE : , ALIGNED WITH THEORETICAL CROSSWALKS, ORAS N TRAVEL) STRIPING. DIRECTED BY THE ENGINEER. 4" MAX AND USUAL 9. EXISTING FEATURES THAT COMPLY P Y WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10. HANDRA tLS ARE NOT RE UIRED ON CURB R i Q AMPS. PROV DE 0.,VS D EFL R ;rs:o; A E$(TYP.) CURB RAMPS W1 HEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHERELEMENTS M NTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 6 MIN FACE " OF 10 MAX CURB ` 12. PROVIDE S A SMOOTH TRANSITION WHERE THE CURB RAMPS i CONNECT T TO THE STREET. TYPICAL PLACEMENT. OF DETEC'T'ABLE 13. FLARE SLOPE SHALL NOT EXCEED 10%MEASURED ALONG : CURB LINE. WARNING SURFACE ON SLOPING RAMP RUN SW2-01 „ 2„ �1 1/8 GENERAL NOTES V (PAVERS I I I E 3/8 .. -� 2-3/81 FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO U NIT BASKET WEAVE PATTERN ORAS DIRECTED ' Z z 5x5 LAY FULL-SIZE ZE UNITS FIRST FOLLOWED BY CLOSURE UNITS - O LANDING - ��� L „ . - _ 1 4 Z - 0000 o CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER ER UNITS USING A POWER S SAW. W U ❑¢ M 2 4 i- N " W 0000 m U LANDING E 1 E w w�'x ❑aw w _ 8 � NO: 3 REBAR AROUND at -o T DETECTABLE WARNING PAVER WITH TRUNCATED PAVER INSET D�TL'CTABI,� 4 MAX DOME SURFACE DETECTABLE WARNING PAVER WITH W ¢ a v AND USUAL EXPANSION JO WARIVINGPATTLR NT TRUNCATED DOME SURFACE con . O ma -�- SIDE :.....::.....:: = A AS REQUIRED Z ::.:: - ;.: A 1" MORTAR BED - SHALL CONFORM TO ' F E 1.10 SLOP o _ :• :::•:...:. SIDE FLARE SIDE FLARE APPLICABLE SPECIFICATIONS C14 .. MAX. a .:.. , ..:... (TYP.) (TYP) CONTROL JOINT PERMISSIBLE r• (TYPICAL) _ FAC OF 6 6 E , 4 RAMP WIDTH CURB FACE OF CURB N 3 RE -�V-' MINA " R AT �- TYPICAL (TYPICAL) (TYPICAL) {T CAL o. I (TYPICAL) _ 18" MAX TR UNCATED D M O EPATTL'R1V BOTH WAYS ON -CENTER s i CURB RAMP CLASS A CONCRETE SHALL A CONFORM. TO APPLICABLE SPECIFICATIONS TYPICAL AMB ULATORYRAMP W - _ WINGS DETECTABLE WARNG PAVER SECTONA_ATNLAREll I SW2 02 SW2-03 , CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, : CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN 4 BE AS SHOWN ELSEWHERE IN "*VARIES 4' THE PLANS. **VARIES THE PLANS. 3116" NOMINAL VARIES NEENAH GRATE BOLTED ANNULAR SPACE IN PLACE OR APPROVED EQUAL 3' y y GREEN SPACE y FIRM G�90 q��F�iP ° '• • ° . SIDEWALK .':.:: LggOi IIIA r Dn e 6' ° e . SIDEWALKS e . ,E¢ e ��FSS DETECTABLE ' ' ¢ !� WARNING .> 6 a 6 r SURFACE _ 6•, No. 4 BARS :a;i,•;';:., AMP e ' b. 4r FC 12:1 L�• DETECTABLE " ` I AMP \ - .' �` ` 6" VARIES (TYp) PROPERTY LINE \ `� - WARNING. R ?S PROPERTY LINE \ �L s• TRENCH GRATE MAY ONLY BE 'A 'Pq ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND 10�G 6 SO 6 ?s OIG WHERE THERE IS NO OTHER STORM SEWER SYSTEM • ° AVAILABLE. . ** 23' (10' CURB RADIUS) yq,�� '. ylj� \ ° °. 21.5' (20' CURB RADIUS) 16.5' (25' CURB RADIUS) .p \ ,.. °' v F \ a w J a w * 23' (10` CURB RADIUS) ❑ -y CROSS SLOPE NOT TO EXCEED . 2% OR BE LESS THAN 1%ON ANY ❑ w 21,5' (20' CURB RADIUS) \ y vi 16.5' 25' CURB RADIUS) PORTION OF RAMP OR TRANSITION TO STREET ' ° ' • ° y � CROSS SLOPE NOT TO EXCEED • : 1 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION ° TO STREET 5' 3' 8' Isometric View 5'/6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE " TRENCH GRATE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION SW3-02 SW3-00 SW3-01 * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION/ 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION 2% OR BE LESS THAN 1 % ON ANY PORTION OF RAMP OR TRANSITION , TO STREET TO STREET / TO STREET / �p � tih y ,�Pp�JS y ryy Q•Pp`J� y y C1 ' // y y y ryg / y y �/ y y y PROPERTY PROPERTY / PROPERTY DETECTABLE WARNING LINE / DETECTABLE LINE / DETECTABLE + & SIDEWALK SURFACE WARNING _' -- '` yy� SURFACE *y / WARNING _ -. y SURFACE y y y • caS1t RAMP* Ue z AMP*'p33.Yc 6' SIDEWALK g :•;1 in SLOPE `':: Z RAMP* n:.. 5' SIDEWALK g SLOPE I:e; 1:12 ...eaMAK i SLOPE MAX. 3• EXPANSION JT. & . 3' EXPANSION JT. & SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, EXPANSION JT. & BACK -/SMOOTH DOWEL BAR, 1/2" DIA: X 16", WITH CAP @ 12" D.C. BACK 112" DIA. X 16", WITH CAP @ 12" O.C. BAC OF CURB 1/2" DIA. X 16", WITH OF CURB (COATED W/HEAVY GREASE) (COATED W/HEAVY OF CURB 6' MIN. GREASE) 6' MIN. CAP O.C. ED W/HEAVY (COATED GREASE) 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DSS AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 I SW3-04 I SW3-05 NOTE: 12' NOTE. TYPE •'G" EXPANSION JOINTS IN CURB & GUTTER TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF SHALL BE SPACED AT A MAXIMUM DISTANCE OF 1" MIN. TO • 40' APART AND AT ALL RADIUS POINTS P.T.'S AND #4 BARS 18" O.0 E. 6" MAX. 40 APART AND AT ALL RADIUS PAINTS, P.T. S AND @ W .• •• P.C. S. TYPE B CONTRACTION JOINT§ IN CURB & E P.C. S. TYPE B CONTRACTION JOINTS IN CURB & (MID SLAB) GUTTER SHALL BE SPACED AT A MAXIMUM GUTTER SHALL BE SPACED AT AMAXIMUM - -• r- -:- • r.- -••-•-• 6" DISTANCE OF 10' APART. DISTANCE OF 10' APART. R3 2' SECTIONA A 3., - 24" 6"T #4 BARS @ 18" C/C 24"1!4 6 15 ( 24 O: R. W. W 12" 12" 3" E 114„R A 2' 1 A ARIES �Q'• „ ,. � V 12”114 5 • ::�:. 314"R 1/4"R^� .Q- 1.. ( Q - a 3" I / � w 4 OQ 4" i 4 ti Q „ -••'c_ - fd 6,. 7„ 61/2" 10-112 • 3/4 "R �• 3,. 3„ • #4 BARS 'A / a 6 2 :,;� 1-112" 1 ' 2" E Q 3" Q- J 'c #4 BARS CONTINUOUS 4.. AND 3 CLEAR TYP. • _ #4 BARS DOWELLED IN CURB 0 = 3!4" X 18" SMOOTH EXPANSION DOWELS DETAIL TYPE ..G„ EXPANSION JOINT 2411 LAY DOWN - REE� TYPICAL COMBINED �S GUTTER SECTION CURB & GUTTER SECTION T1- - VIN S 00 STI Ol STI -02 ALLEY G NOTE: NOTE: 1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE STI -06 TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL : SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'s, AND P.C: s. TYPE "B" CONTRACTION RADIUS POINTS, P.T.'s AND P.C: s. TYPE "B" CONTRACTION JOINTS IN CURB & GUi'TER SHALL BE SPACED AT A MAXIMUM JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM GENERAL NOTES: _ O DISTANCE OF 10' APART I DISTANCE OF 10' APART .: 2. PIPE IED I PL ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER 1"-2" FROM BOC TO BE COVERED WITH FABRIC HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 1/2" CHAMFER AND TIED N PLACE BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL #4 BAR TYPICAL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS - 24" SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. " 15 •: ;, t 6 APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED 'DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY 24" ,. • <; ..; �, h. <„ `• 8 „ CONSTRUCTION AND SHALL STAY IN PLACE UNTIL A CCEPT ABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION I S 1/4"R 3„ COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANEDOFe lb� 6.. SILT AFTER EVERY RAIN. „ 114"R 1 "DIA a ALL TRAFFIC SIGNALS AND APPURTENANCES AND ALL PAVEMENT 12 3" ° • 3 " MARKINGS AND MARKERS SHALL BE IN ACCOND N E D 24 MIN 1)2/° Q 6 R HA A C WITH TX OT SLOPE STANDARDS 12"------- 1/4"R JJ I 4" - REFER TO SPEC 3117 23.23 PAVEMENT MARKINGS) FOR -� , •� 3" flf 6" 8-3i4" ADDITIONAL LOCAL REQUIREMENTS. 3" 3„ • 28 -DAY CONCRETE 2' _ 3.. 0 3„` 3” 00 6-3/4" STRENGTH=3500 psi, 2' 3„ 2 • 4„ —� 3" 4„ 3 • = #4 BARS • = #4 BARS „ = 3/4" X 18" SMOOTH TYPICAL - _ � T !� 314 X 18 SMOOTH EXPANSION DOWELS EXPANSION DOWELS RIBBON O CURB TYPICALMB COMBINED :TYPICAL CU UVEEPH LE RB O S CURB RB STI -03 STI -04 I STI -051 TYPE "G" EXPANSION EXISTING CURB & GUTTER I JOINT. ELEV. + KEEP 6 RISE TO _ TYPE "G" EXPANSION TO BE REMOVED E w � NOTES: w TIC ELEV. = 3' MATCH ILOF PROPERTY LINE JOINT. ELEV. + I I aD CURB RETURN RADIUS + 2' O -HERE ISA' 1: IF T VALLEY W CURB RETURN RADIUS + 2' w n - TIC ELEV. - 3" leeKEEP 6" RISE TO EXISTING GUTTER> MATCH ILOF PROPERTY LINE oa I 1\r I I -a z= CURB RETURN RADIUS GUTTER, THEN i'-6" CROWN AT VALLEY TRANSITION GUTTER O Zj CURB RETURN RADIUS 1'-6" EXISTING TING PVMT. EXISTING GUTTER I r2' I 4" O aU ACCESSIBLE ROUTE (4' MIN) TO FULL CROWN o IN 501. -� O 2' PVMTING 4•• - --- --"- ------ - � (OPTIONAL) OT OTE E_3-- 2. TYPE "G" EXPANSION IN CURB & GUTTER SPACED ATA'!MAX. JOINTS SHALL BE DISTANCE aU ACCESSIBLE ROU1% MIN.) (OPTIONAEXISTL OT � - ____- - _ - EXISTING BASE �� 3 "RISE DRIVEWAY MIN R VEWAY APRON SHALL BE 4" .-NOT E 3 "'� OF 40' APART'AND 6" RADIUS POINTS TYPE "B" CONTRACTION AT ALL ; , P.T. S & P.C. S. N O TES-► 3 OTE ._..• (28 -DAY CONCRETE STRENGTH = „ " JOINTS IN CURB & GUTTER 3" RISE DRIVEWAY APRON SHALL, BE 4" 3000 psi) WI #4 BARS 18" p ((�� DEFORMED TIE BAR O.C.E.W. ASPHALT APRONS W/O _ 1 1!4 SHALL BE SPACED AT A MAX. g• EXISTING MIN (28 -DAY CONCRETE STRENGTH BASE = #4 X 18" O.C. FOR TIE CURB AND GUTTER SHALL BE TO CONCRETE TO OPEN DITCHED TYPE "D" LONGITUDINAL DI T7'ANCE OF 3. AX SLOPE. 10 APART. TYPE "D" 1-1 /4" 3000 psi) W/ #4 BARS @ 18 O.C.E.W. ASPHALT P HA APRONS W/O STL•LOWEDON O REE VE E STREET SECTIONS ONLY. C NC T PA M NT Y. JOINT 4. 5' MIN TRANSITION TO LAY LONGITUDINAL JOINT DEFORMED TIE BAR CURB AND GUTTER SHALL BE #4 x 18" O.C. FOR TIE ALLOWEDON OPEN DITCHED ONLY EG'TIQIVA A DOWN CURB BEGIN AT P.T. SECTIONA A TO CONCRETE TO STREET SECTIONS ONLY. SECTIOIVA A CONCRETE PAVEMENT SLOPING AWAY FROM INTERSECTION SLOPING TOWARD INTERSECTION ONLY SECTIONA A EE SIDE STREET WIDTH WITHLAYDOWN CURB " A TYPE G„ EXPANSION JOINT 6 THICK CONCRETE PSpNPL NOTE: RAMPS ONLY MP O L WHEN PROPERTY LINE ( 28 DAY STRENGTH = 3500 ° *MAINTAIN 2/o MAX CROSS SLOPE O THE LONGITUDINAL SLOPE IS - -�_---- PSI W T B I H #4 ARS AT 18” O.C.E.W. WITH A POINT OF GREATER THAN 1:20 RAMPS SHALL COMPLY WITH TAS DOWEL INTO EXISTING SIDEWALK 6" LSSB TO 2' BEYOND CURVATURE REQUIREMENTS (VARIES) WITH #4 BARS @ 18" O.C. BACK OF CURB J, BACK OF CURB RETURN CURB TO HAVE A ROLL FACE DIMINISHING T RADIUS POINT i -F I+1_" EXPANSION JT. & I, 25' RAD. (MIND SIDEWALK *y, G� SMOOTH DOWEL BAR. 1/2 0 X 16", WITH CAP (I I TYPE "D., i -i H -1-H `t -t (a� 12 O.C. (COATED ITH HEAVY GREASE) I I LONGITUDINAL JOINT ACCESSIBLE RAMP 5' R. (MIN.) BACK OF CURB I' (SEE RAMP DETAIL) _ A I -- - - - -- ----I- ---- - - - - -- ACCESSIBLE ROUTE NEAT SAW CUT NEAT I NEAT SAW CUT -----=-- ------ _---------- _ SAW CUT _A1�-1' /EXISTING I POINT OF TANGENCY * MAINTAIN 2% MAX CROSS TYPE "G" EXPANSION JOINT CURB & GUTTER TOmmt I' SLOPE. 5' MIN. WIDTH. BE REMOVED. REPLACE STREET SURFACING AS NEEDED "EXISTING D SI EWALKS, (A MIN. �% � �% EE (R Lam' EXPANSION JOINT (TYP.) ' SEAL WITH APPROVED OF 4 BEHIND BACK OF CURB) -� MAY REMAIN IN PLACE. RESIDENTIAL S NTIAL DRIVEWAY C.i S EXPANSION JOINT MATERIAL OTHERWISE SIDEWALK MUST ` BE REMOVED, TYPICAL T CONCRETE STREET APRON ST2-00 L ST2-01 > TYPE D EXPANSION N ION JOINT. A vDVR1VE WAY SLOPE ELEV TIC ELEV. 3 EXISTING CURB& TYPE G EXPANSION, JOINT ARES11 GUTTER TO BE KEEP 6 RISE TO I F7 M IN. REMOVED PROPERTY LINE PROPERTY LINE DRIVEWAY WIDTH : APPROX.12" OF J, EXIST NATCH G GUTTER I I 3' AC ( EXISTING PVMT • I r � * o - VA IES _ L DRAINAGE L NAG CULVERT I 6 „ MAINTAIN 2 /° MAX SLOP E I RETURN CURB TO HAVE (MIN. 18" DIA. RCP PIPE) A ------ "- - ..CROSS A ROLL FACE DIMINISHING - --- -- E AT RADIUS POINT SECTIONA A- PROPERTY - - --f — - -LINE _ 3" E EXISTING BASE MIN. 25' MIN. R. EM E REMOVE C I TYPE "D" AMBULATORY RAMP: RB i LONGITUDINAL SLOPE 1:12 MAX TE. DRIVEWAY APRON BE 6" 28 -DAY CONCRETE DEFORMED TIE BAR AR SHALL T JOINT STRENGTH = 3000 psi) #4 X 18" O.C. W/ #4 -------- --I----------- 1. LENGTHO F DRAINAGE A PIPE FOR RESIDENTIAL DRIVES IS 36 MAX DRAINAGE EDGE PVMT. FOR TYING NEW BARS @ 18" O.C,E.W. ASI ASPHALT SHALL W/O CURBI SIDEWALK --L,,. CONCRETE TO EXISTING &GUTTER SHALL BE ALLOWED I G� & 20 MIN: CULVERT CONCRETE PAVEMENT ON OPEN DITCHED STREET ONLY -- -- - - - - -- -------•�- - - - - - - 2. ALL DRIVEWAY PIPES WITHIN ROW MUST HAVE CONCRETE SECTIONS ONLY.. NEAT SAW CUT I - NEAT —STREET- SECTIONS - CUTSLOPEDE :1 SLOPE) OR APPROVED E 6QUAL. E TI N - S C O A A _ �I IF - 1. TYPE„G" q NEAT EXISTING CURB & GUTTER TO TYPIC A T JET ]` TAY EXPANSION JOINT SAW CUT BE REMOVED. REPLACE STREET Dl� l� V L V V ENTRANCE COMMERCIAL SURFACING AS NEEDED DRIVEWAY EITH - L j CU VERT 1. ST2-02 T2- S 03 cn z O Ln w Of I 17'c FLEX BASE I #4 BARS, 18 O.C.E.W. 28 -DAY CONCRETE MIN 6" HMAC STRENGTH -3500 psi ` (TYP) TYPE C O EXIST COATI DOWE #5 BARS 16" LG. p 1 R SEAL WITH JOINT MATERIAL BORING OF STREETS FOR ( OR ) A HMAC , 8 INTO EXIST. PVMT. UTILITY PIPE IS THE CITY ). 3 EXISTING „ ., SAW CUT GRAVEL STREET 6 STANDARD. OPEN CUTTING a� 18 O.C. COMPACTED CEMENT : CURB OF STREETS SHALL BE BY �' STABILIZED SAND _ o • > o .o: <- ._ . • . •o •. o.. o.. . o Ov APPROVAL OF THE CITY ESXTRISETEINT GCONCRETE 6" ENGINEER ONLY. SA C D, • .. a P .. #4 BARS 18" C.C. ;. a...:.::. ., 6 MIN. :'• •:.:. :,..,:.:.::::•r.•.. ::r..::• THE REB�RS AT EVERY _. COMPACTED CEME 12 VARIES :. : „:. > w NT COMPACTED CEMENT 12. INTERSECTIONro - SHALL BE STABILIZED SANG OR STABILIZED SAND-7rf't"�' F'i• �` t'-""•"• •• •' •- �• � -,- �•� ' TIED 100 E E I PRC NT -I FLEX BASE 12" DOWEL BARS � REFER TO HMAC SPECIFICATION ATION 1 2" 12" .' FOR UFT ANDCOMPACTION 1 B" C.C. TYP RE UI REMENTS DEFORMED TIE BARS .. ... ... .:. .... BORING OF STREETS FOR METAL KEY WAY PLATE .: O.D. . . ,. �• • ,. UTILITY PIPE IS THE CITY I #4X18 ,18 O.C. • 6c; . •, •: STANDARD. OPEN CUTTING D O TYPE"G JOINT SEE BEDDING DETAIL FOR II II OF STREETS SHALL BE BY SEE DETAIL SEE BEDDI -i NG DETAIL FOR ::: '. ?.:[:.::. APPROPRIATE PIPE TYPE :' O.D i": APPROVAL OF THE CITY rhYPE D - x APPROPRIATE PIPE TYPE Fn- , . :: �: • . . • ENGINEER ONLY. > to - UNDISTURBED SOIL UNDISTURBED k� ............ ,:... �-- E SOIL _VARIES _ m VARIESLONGITUDINAL TOINT m BORING OF STREETS FOR ::::•.::.,::..• SEE BEDDING DETAIL FORm , 1 UTILITY PIPE IS THE CITY D a UNDISTU BED SOIL APPROPRIATE PIPE TYPE LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE STAND ARD. OPEN CUTTING CENTERLINE OF THE PAVEMENT & INTERSECTIONS r IN AS DETAILED -._ _ OF STREETS VARIES D _. TS SHALL BE BY Z w OPEN j 7 CVT OPEN E APPROVAL OF THE CITY I ... w CU SEAL COAT � ENGINEER ONLY. TYPE•'D•'JOINT OPEN � T ,. SEE DETAIL , U CONCRETE STREET #4 TIE BARS 18 LONG GRAVEL STREET OVERLAY STREET T4-00 ST4 01 TYPE G JOINT 10 S _02 ST4 SEAL W/EXPANSION JOINTMATERIAL SMOOTH DOWEL BAR 3/4 H X 18", 18O.C. -----20'MAXIMU TYPE "B" JOINT 100' ROW _ COATED WITH HEAVY TYP I 1/4” R 3/4,. REASE) a . D •" >.' .. CURB �• • 6" MIN. 40' 40'- 16'— - 0• 18' 16' fs, 16' UTILITY 14' 14' 16' UTILITY ." ! O EASEMENT p -� EASEMENT (SEE NOTE 1) 12' 2' Lu (SEE NOTE i 1) a Q TYPICAL I - O JO NT &REINFORCEMENT LAYOUT z _ - J - RECYCLED 314 MATERIAL, - F- F . R THICK AS MANUFACTURED 3 LONG METAL OR PLASTIC CAP o STD. R BBON CURB NOTES. d 2 HOT MIX INSIDE DIAMETER O „ a.W BY J.D. RUSSELL 00. OR R T BE 1116 GREATER FOR CONCRETE A AS C PAVEMENT Z _ HALTIC o APPROVED EQUAL THAN DIAMETER OF DOWEL BAR. CAP 1. RURAL SECTIONS WILL NOT REQUIRE 16' Wx H CONC. PVMT. f- as o: x MUST BE LONG ENOUGH TO COVER 2 EASEMENTS PARALLEL TO ROW WITHIN � U ' OF DOWEL AND HAVE STOP SO ND O o - FT FT. SLO E F _ CITY LIMITS. u� PE -r w _ CAP IS 1" FROM THE END OF B 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL NOTE: _ � ill1V1A1 _ FOLLOW COUNTY SPECS AND ST �\\ N STANDARDS TYPE G EXPANSION JOINTS AS SHOWN AND AT - EACH RADIUS POINT. CURB EXPANSION MINA" HMAC BASE JOINTS SHALL BE AT 0 CENTERS CURB OR 6" CRUSHED 6 I CI IMPACTED STABILIZED SUBGRADE- LIMESTONE BASE o CONTROL JOINTS SHALL BE AT 10 CENTERS. 98 / S - EXPANSION &CONSTRUCTION TOINT � TANDARD ASTM D 698 AT .1 VARIES A M ISTURE CONTENT BETWEEN 0 AND , ` 4/o F OPTIMUM _ TYPE B JOINT _ (TYP) <I 5 p0 9 yep' LONGITUDINAL JT.(� 0 TYPICAL RURAL ROAD RIBBON .CURB SECTION ( ) cyo TO CHORD OF RADIt7S TYP i R E i ST4 03 � 5-112" NOTES: • t :• • . , 0 1'_g•• NOTES. T -- CITY OF, BRYAN 3/4 �- v-- 1. ALL SUBGRADES SHALL BE STABILIZED. b: REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL SAWED OR FORMED SEAL 718 (TYP.) TYPED JOINT AN L FOR 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" ^ ' " • TYP. , ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. FOR ACCEPTED 1 _ The Good L[%, Texs S1 le. WITH JOINT MATERIAL. „ (TYP.) m 2. FOR SUBGRADES WITH PI > 15 AND /o PASSING THE #200 R GHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH - 3500 PSI) Y SEALING NOT REQ'D IN a o• 1-518 W SIEVE >- 35% USE LIME STABILIZATION. , 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5 HMAC CURBS BASE OR 8 CRUSHED LIMESTONE BASE AND STABILIZED d Q o E " " " „ a � • .- •• - /2 3. FOR SUBGRADES WITH P) < 15 AND /o PASSING THE #200 3/8 R 1/8 TO 3116 1 1 TYPE G JOINT AT ALL > SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN 314 SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. RADIUS POINTS AND _ . GUIDELINE MANUAL ORAS DIRECTED BY CITY ENGINEER. „ 3 MAX. DISTANCE OF ., VARIABLE R O, W (SEE NOTE 1) 3i4 300' ON TANGENTS 1 _6 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND WILL BE DETERMINED BY THE ENGINEER. - I AX METAL KEY W .> ; . .•, .. AY PLATE -VARIABLE BIC 10 BIC SEE NOTE 1 �• . 6„ MIN. , r. I VARIABLE R -O -W SEE NOTE 5 ( ) p BACK OF CURBR R - R TYPE „B„ JOINT VARIABLE BIC TO BIC (SEE NOTE 5) MONOLITHIC CURB - � I SEE 6 CONCRETE SEE 6 CONCRETE 6 SEE 5 CONCRETE ,. .. 2 HOT MIX ASPHALTIC .STD: CURB &GUTTER SEE 5 CONCRETE I REINFORCED I i TYPE G JOINT AT FUTURE SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL ( SIDEWALK DETAIL CONCRETE (28 DAYTYPE „D.' JOINT SIDEWALK DETAIL #4 BARS, 18 O.C.E.W. EXTENSION OR AT PROPOSED STRENGTH 3500 PSI) WORK (TYP) TYPE it B II 3o/°SLOPE,..:.,.. :. 3/ sLDRAWN BPE—Y C.L.M. D A T E:{ 08-01-12 , MIN. 4" HMAC BASE OMIT OF ME E LIMIT OF MEASUREMEN ASUR MENT—�I B T� 2 .. 6 COMPACTED STABILIZED SUBGRADE 98 /o STANDARD 2 #4 ARS 18 O.C.E.W: 6 COMPACTED STABILIZED SUBGRADE 98/o STANDARD OR 6 CRUSHED LIMESTONE FOR ROADWAY EX _ SCALE FOR ROADWAY EXCAVATION ° ASTM D-698 AT A MOISTURE CONTENT BETWEEN W LAVATION MID SLAB ASTM D 698 AT A MOISTURE CONTENT B� WEE N T S CONTRACTION OINT 1 11ICh1 DINT L�EOUTAT BASE 96% MOD. ASTM -Dl TW N ( ) ( BETWEEN AND STABILIZATION ) O AND +4% OF OPTIMUM. &STABILIZATION 0 AND +4% OF OPTIMUM) (LOCAL STREETS) APPROVED: W. P. CONCRETE INTERSECTION TYPICAL STREET SECTION TYPICAL TEE _ C S T SECTION- � � GUF?E=. ST3-OO ASPI--IALTICCONCRETEP.4TVL'AIEA'T - REIVF R ED I ST4 04 O C C NCRLTL PAVLMT,IVT ST4 05 , RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT 24 30 WIDTH R.O.W WIDTH 70 100 40' 40'- 16'— - 0• 18' 16' fs, 16' UTILITY 14' 14' 16' UTILITY ." ! O EASEMENT p -� EASEMENT (SEE NOTE 1) 12' 2' Lu (SEE NOTE i 1) a Q TYPICAL I - O JO NT &REINFORCEMENT LAYOUT z _ - J - RECYCLED 314 MATERIAL, - F- F . R THICK AS MANUFACTURED 3 LONG METAL OR PLASTIC CAP o STD. R BBON CURB NOTES. d 2 HOT MIX INSIDE DIAMETER O „ a.W BY J.D. RUSSELL 00. OR R T BE 1116 GREATER FOR CONCRETE A AS C PAVEMENT Z _ HALTIC o APPROVED EQUAL THAN DIAMETER OF DOWEL BAR. CAP 1. RURAL SECTIONS WILL NOT REQUIRE 16' Wx H CONC. PVMT. f- as o: x MUST BE LONG ENOUGH TO COVER 2 EASEMENTS PARALLEL TO ROW WITHIN � U ' OF DOWEL AND HAVE STOP SO ND O o - FT FT. SLO E F _ CITY LIMITS. u� PE -r w _ CAP IS 1" FROM THE END OF B 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL NOTE: _ � ill1V1A1 _ FOLLOW COUNTY SPECS AND ST �\\ N STANDARDS TYPE G EXPANSION JOINTS AS SHOWN AND AT - EACH RADIUS POINT. CURB EXPANSION MINA" HMAC BASE JOINTS SHALL BE AT 0 CENTERS CURB OR 6" CRUSHED 6 I CI IMPACTED STABILIZED SUBGRADE- LIMESTONE BASE o CONTROL JOINTS SHALL BE AT 10 CENTERS. 98 / S - EXPANSION &CONSTRUCTION TOINT � TANDARD ASTM D 698 AT .1 VARIES A M ISTURE CONTENT BETWEEN 0 AND , ` 4/o F OPTIMUM _ TYPE B JOINT _ (TYP) <I 5 p0 9 yep' LONGITUDINAL JT.(� 0 TYPICAL RURAL ROAD RIBBON .CURB SECTION ( ) cyo TO CHORD OF RADIt7S TYP i R E i ST4 03 � 5-112" NOTES: • t :• • . , 0 1'_g•• NOTES. T -- CITY OF, BRYAN 3/4 �- v-- 1. ALL SUBGRADES SHALL BE STABILIZED. b: REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL SAWED OR FORMED SEAL 718 (TYP.) TYPED JOINT AN L FOR 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" ^ ' " • TYP. , ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. FOR ACCEPTED 1 _ The Good L[%, Texs S1 le. WITH JOINT MATERIAL. „ (TYP.) m 2. FOR SUBGRADES WITH PI > 15 AND /o PASSING THE #200 R GHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH - 3500 PSI) Y SEALING NOT REQ'D IN a o• 1-518 W SIEVE >- 35% USE LIME STABILIZATION. , 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5 HMAC CURBS BASE OR 8 CRUSHED LIMESTONE BASE AND STABILIZED d Q o E " " " „ a � • .- •• - /2 3. FOR SUBGRADES WITH P) < 15 AND /o PASSING THE #200 3/8 R 1/8 TO 3116 1 1 TYPE G JOINT AT ALL > SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN 314 SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. RADIUS POINTS AND _ . GUIDELINE MANUAL ORAS DIRECTED BY CITY ENGINEER. „ 3 MAX. DISTANCE OF ., VARIABLE R O, W (SEE NOTE 1) 3i4 300' ON TANGENTS 1 _6 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND WILL BE DETERMINED BY THE ENGINEER. - I AX METAL KEY W .> ; . .•, .. AY PLATE -VARIABLE BIC 10 BIC SEE NOTE 1 �• . 6„ MIN. , r. I VARIABLE R -O -W SEE NOTE 5 ( ) p BACK OF CURBR R - R TYPE „B„ JOINT VARIABLE BIC TO BIC (SEE NOTE 5) MONOLITHIC CURB - � I SEE 6 CONCRETE SEE 6 CONCRETE 6 SEE 5 CONCRETE ,. .. 2 HOT MIX ASPHALTIC .STD: CURB &GUTTER SEE 5 CONCRETE I REINFORCED I i TYPE G JOINT AT FUTURE SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL ( SIDEWALK DETAIL CONCRETE (28 DAYTYPE „D.' JOINT SIDEWALK DETAIL #4 BARS, 18 O.C.E.W. EXTENSION OR AT PROPOSED STRENGTH 3500 PSI) WORK (TYP) TYPE it B II 3o/°SLOPE,..:.,.. :. 3/ sLDRAWN BPE—Y C.L.M. D A T E:{ 08-01-12 , MIN. 4" HMAC BASE OMIT OF ME E LIMIT OF MEASUREMEN ASUR MENT—�I B T� 2 .. 6 COMPACTED STABILIZED SUBGRADE 98 /o STANDARD 2 #4 ARS 18 O.C.E.W: 6 COMPACTED STABILIZED SUBGRADE 98/o STANDARD OR 6 CRUSHED LIMESTONE FOR ROADWAY EX _ SCALE FOR ROADWAY EXCAVATION ° ASTM D-698 AT A MOISTURE CONTENT BETWEEN W LAVATION MID SLAB ASTM D 698 AT A MOISTURE CONTENT B� WEE N T S CONTRACTION OINT 1 11ICh1 DINT L�EOUTAT BASE 96% MOD. ASTM -Dl TW N ( ) ( BETWEEN AND STABILIZATION ) O AND +4% OF OPTIMUM. &STABILIZATION 0 AND +4% OF OPTIMUM) (LOCAL STREETS) APPROVED: W. P. CONCRETE INTERSECTION TYPICAL STREET SECTION TYPICAL TEE _ C S T SECTION- � � GUF?E=. ST3-OO ASPI--IALTICCONCRETEP.4TVL'AIEA'T - REIVF R ED I ST4 04 O C C NCRLTL PAVLMT,IVT ST4 05 , MECHANICAL JOINT PIPE. 5. VALVES FOR VALVES. A ES SHALL MEET THE CITY SPECIFICATIONS L - 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. MODEL SIZE L1 W1 H1 LB DMC-CS3 3" 8'-8" 5'-0" 4'-6" 12,000 DMC-CS4 4" 8'-8" 5'-0" 4'-6" 12,000 DMC -CSB 6" 11'-0" 6'-0" 4'-9`' 2 00 1 0 „ NRS GATE VALVE FLG. COUPL NG AD TE 1 AP R- w/FLG. SPOOL (TYP 2) NRS FLG GATE ;r MFG. PARK EQUIP. VALVE (TYP-2) ;, :: MODEL: DMC CS CO. 00., .; APPROVED 3 OR LARGER COMPOUND METERS VAULTS & MATERIALS ROD (TYP) APPROVED METERS .SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PARK DMC -BR SENSUS C2 OMNI FLG TEE PRE -CAST CONCRETE 000 T OUCH READ _ 1 (TYP 2) VAULT W/ ADEQUATE GALLON w/STRAINER ACCESS AND VAULT PIAN TIET/fr DIMENSIONS FOR METER , SELECTED TT I �s APPROVED MATERIALS - DUCTILE IRON PIPE WITH CONCRETE LID WI 36"40" MECHANICAL JOINT. SETSCREW SINGLE LEAF GALVANIZED RETAINER GLANDS WILL BE STEEL HATCHWAY (H-20 RATED) ' BASED ON ALL M.J. FITTINGS. DUCTILE IRO TYP N ( ) ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE o DIVISION MANAGER WATER SERVICES 72 HOURS O O , PRIOR TO ANTICIPATED DEVIATION. • GAL ANIZED STEEL PIPE SUPPORT ! (TYPil „ I GRAVEL BED 12 SQ SUMP W/ C ST IRON GRATE AND OPTIO 4AL DRAIN TT T DATION TIE, N , CITY OF COLLEGE STATION _ METER VAULT ASSEMBLY � FW5 000 .,r NOTES: NOTES: . NOTES. NOTES: NOTES: NOTES. P F 1 Service saddle, SS straps, CC threads 5 Meter box valve, 1 Service saddle, SS straps, CC threads 5 .Aeter box valve. 1 Service saddle SS straps, CC threads 6 Swivel nut - C38-66-2-875 -1-112 OQ , p, Q .. 5 -Ford Angle Stop BA13 342W 1 Installed per manufacturer s Service sad - - Installed per manufacturer'sp n 5 -Ford An le Sto - BA -13 -444W -Q- Installed per manufacturer's 1 Service saddle SS straps, CC threads 6 Brass bushin IPS -1" x 314" 1 ry saddle, SS straps, CC threads 6 Meter nipple - C38 44-2-625 -1" 1 Service saddi SS stra s CC threads 6 Swivel nut -C38-66-2-875 -1 1/2" p_ gg _ p _ p 1 p „ p recommendations. Ail main t es. 5A = Ford Straight Stop - B11 -444W 1 recommendations. All main t es. 5 - g - B - 7 Brass all thread I.P.S.-1-112 O g Installed er manufacturer's O pp O p types: g p yp A Ford Straight Stop 11-444W 1 recommendations. All main types. installed per manufacturers recommendations. „ p Installed per anufacturer s " . � 7 Meter nipple - C38-23-2-5 - 3/4 8 Ball valve •� 7 Brass all thread I.P.S.-1-1 /2 Smith Blair 317 Smith Blair 317 t BI 7 .. All main t es: Cambrid a 800 Series orrecommendations. Ail main t es, � recommendations. All main types: � .. .. „ Smi h air31 adapter tib -1-1 /2 gYp 6 Brass bushing IPS -1 x 3/4 6 Meter nipple - C38-44-2-625 -1 : 8 Meter p IM yypp" Q 9 PP � Ford S70/S90 Cambridge 800 Series or Ford S70/S90 9 Meter box and lid. Old Castle meter bo Cambridge 800 Series or Ford S701S90 - - - ,. " � g Ball valve 9 [� x, g 8 Meter adapter BBIM 66 1 112 2 Corporation Stop: Ford FB 1000-4-Q -1 2 Corporation stop: Ford FB 1000-4-Q -1 2 Corporation Stop: Ford FB 1000-6- -1-1/2 Q p p .c Q p p p p Q „ Cllid with Reader #36 7 Meter nipple - C38-23-2-5 - 314 8 Meter box and lid, Old Castle meter box 9 Meter box and lid. Old Castle meter _ 2 Cor oration Sto . Ford FB 000- _ . Q PP Q , � Q2 Corporation Stop. Ford FB 1000-4 1 9 Meter box and lid. Old Castle meter 0 p p 1 41 2 Corporation Stop. Ford FB 1000 6 1 1/2 �9 Meter box and lid. Old Castle meter � I 3 Service tubing: Type K copper - soft -1' 3 Service tubing: Type K copper - soft -1" Cllid with Reader #36 box, Cl lid with Reader #65 - � g Yp pp Q 9 YP pp 0 Service tubing: Type Kcopper.- soft -1-1/2" 8 Meter box and lid. Old Castle meter box, box, Cllid with Reader #36 � box, Cl lid with Reader #65 O 3Q Service tubing: Type Kcopper -soft-1" 03 Service tubing: Type Kcopper -soft -1" 3 Service tubing.,Type Kcopper- soft -1-1/2" ..., 4 Ford male adapter -CS4-44-Q -1 Cllid with Reader #36 4 Ford male adapter -CS4-44-Q -1 Ford male adapter -C84 -66-Q-1-1/2" _ _ _ " Bali valve p O P ®®Ford male adapter - C84-44 1 4 Ford male adapter . C84-44 1 4 Ford male adapter - C84-6ti-1-112 I 5 Meter box valve: 5 Meter box valve: 5 Meter box valve. 5 Meter box valve. o S o o" _ " _ _Angle" -••-- -- 5 =Ford Angle Stop - BA -11-666W -1-112 5 -Ford Angle Stop - BA13-342W -1 CUSTOMER 5 -Ford Angle Stop - BA -43-444W -1 CUSTOMER -Ford Sto - FV -43-666 -1- /2 CUSTOMER g p ,. g p " g p " 5� p W 1 - 5A = Ford Straight Stop - B11 -666W -1-1/2 5A = Ford Straight Stop - B11 -444W -1 VALVE 5A = Ford Straight Stop - B11 -444W -1 VALVE = or Stop -1311-666W-11-1/2" VALVE CUSTOMER — 9 P -- 9 p 9 P 5A F d trarghtS g --- ' VALVE CUSTOMER CUSTOMER 8 9 9 9 ! VALVEE 8 VALV IVCAUL 5 6 7 Q8 8 g4 4 10 3 5 3 4 3 CUSTOMER CUSTOMER OMERVALVE VALVE VE a 2 CUSTOMER - 3 VALVE CUSTOMER 8 CUSTOME 9 2 9 2 9 W 3 VALVE 3 VALVE 8 3 8 1U g n7 80or 1 3 4 6 4 6 4 5A 6`7 4 6 ;4T. 6 ;, o r l CITY OF BRYAN CITY OF BRYAN CITY. BRYAN CITY OF COLLEGE STATION „ „ ,, CITE' OF COLLEGE STATION CITY O; COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/4 STRAIGHT OR ANGLE HAP - 1 STRAIGHT OR ANGLE TAP - 1-1/2 STRAIGHT OR ANGLE TAP - 3/4" -III II R AN LE TAP 1-1/211 STRAIGHT OR ANGLE TAP 1 STRAIGHT O G - W6-Ol W6 -OT W6 00 6 W7-00 W7-01 W7-02 NOTES: NOTES: NOTES: NOTES: 1 service s a threads 7 Brass coupling I.P.S. - 2" addle, SS straps, CCQ p g 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 1 Service saddle, SS straps, CC threads 8 Swivel nut -C38-77 - 2 1. ALL CONNECTIONS TO BE COMPRESSION TYPE.. ETER SWIVEL NUT OR NIPPLE METER Installed per manufacturers METER SWIVEL NUT OR NIPPLE METER O Installed per manufacturer's recommendations. O recommendations. All main types: 8 Swivel nut - C38-77 - 2 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN P 9 Meter adapter eOX YP BOX All main types: Cambridge 800 Series or Q pter -BBIM 77 - 2" 2: MATERIAL USED SHALL BE AS SPECIFIED OR AN ANGLE STOP - Smith Blair 317 APPROVED EQUAL. ANGLE STOP Ford S70/S90 APPROVED EQUAL. O9 Meter adapter -BBIM 77 - 2" ®Brass nipple I.P.S.- 2" x 3" o w 2 Corporation Stop: Ford FB 1000-7- 3. ALL SERVICE WYE$ & EXTENSIONS ARE TO BE o w .. Z p p Q 2 Corporation Stop: Ford FB 1000-7 cc thread - 2 3. ALL SERVICE WITH T & EXTENSIONS ARE RU TI " _ cc thread - 2" ®Brass nipple I.P.S.2 x 3 INSTALLED WITH THE MAIN LINE CONSTRUCTION. _ " � ? � P p � ) ©Meter box and lid. Old Castle meter. INSTALLED WITH THE MAIN LINE CONSTRUCTION. ': 1-1 /2 BA VALVE ,j ( 1 1 1/2 BALL VALVE � 3 Service tubing: Type K copper - cu - soft - 2" box, Cllid with Reader #65 (FOR DOU LE F " © Meter box and lid: de Castle meter 4. EXISTING METER BOXES ARE TO BE REMOVED. FOR DOUBLE SERVICE 5 Yp PP SERVICE NLY O 3 Service tubing. Type Kcopper.- cu -soft- 2 ( ,. 4. EXISTING METER BOXES ARE TO BE REMOVED. ) WATER box, Cl lid with Reader #65 THE NEW METER BOXES SHALL BE OLD CASTLE. ONLY) WATER O Ford male adapter C84-77- 2 Meter box and Ild: Old Castle 12 � 4 Ford male adapter C84 -77-Q- 2"METERJ ® P ® round valve box #3RT THE NEW METER BOXES SHALL BE OLD CASTLE, METER: P Meter box and lid, Old Castle 12 e © 5 Meter box valve: - — - — — - — - — -� ' — — - — _ r S - FV -43-777W - 2:. 05 Meter box valve: _ _ _ — � 5 - Ford Angle top -4 7W ®Ball valve. _ .. round valve box #3RT 4 MIN. 0 _ g 5 = Ford Angle Stop- BA -11-777W-2" 2 5A -Ford Straight Stop - B11 -777W - 2 5A - Ford Straight Stop - B11 -777W - 2 © - ©Brass nipple I.P.S. - 2" x 6" Brass nipple I.P.S.2 x 6 1 7 Brass ocu lin LP.s: - r' VIETfi�A A 11 CUSTOMER VIEW A -A O p g 2 VALVE o -s o 7 DOMESERVICE o 11 VALVE MER DOUBLESFRVICE 10 � (D-7 4 5 6 9 8 2 12 11 CUSTOMER 1 3 . VALVE 10 METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 314" x 3" Long 038-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-448-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 314" x 3" Long ANGLE STOP 314" x 12" Long C38-23-12 0_74 C38-44-2-625 H' MIN. C38-44-8-5 _ 3 5 1-112" Meter Bushing WATER 2" Meter Nipple CUSTOMER BBIM-77 METER METER 2 2 11 VALVE . 8 BOX 10 METER SWIVEL t i n METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 314" x 3" Long C38-23-3. 314" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-112" Meter Nipple C38-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 CITY UP .-TA.N ANGLE STOP 71e Good Life, 7 e, as Slple. Imo' WATER METER BOXER METER SWIVEL NUT OR NIPPLE a 6 9 NUT OR NIPPLE '