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HomeMy WebLinkAbout03-00500153- 000764104 r w ti P E_. r K 0 v A 1 THIS DOCUMENT IS 1 9ELEASEb'FOR, PURPOSE OF REVIEW i O NLY U DR �E CO � � 1 • H AUTHORITY' OFJOSEPH. 1 P. SCH VOL. .. 1 ` i 1 LICENSE N0 ON JUNE 4 2001. . 1 t 1 - .,.. . ..r. ... ++r►' ..r. . .r.+ ....r . ..rr rT IS NOT TO BE U S ED FOR BIDDIM OD C0NSTR0CT O ' 4 --- ---. PUR P OSES. i 1 t + 1 t , T -- - -- -- '- --- .r-/ I 0. 0 lot co -•- J7 91 01 / '' f -- - ---- 1 _�,,,_ : , - ...,rte �- l �. .�• -"(-•' �. �� � 1 ? � � � � i� ! _ . _ _ _ ._ - _ sf if fj _ �� -� -- � i • I 00, ­' — CO W 0 LLJ 6 I . / / 4 �' 1 )ioo EXISTING MH 117 l , � i I XIST IN MH 116 1 � EXIS I r i i 1 •� # I o I t 11 �• (7 zz i t1i i r 3 VOW vww — .. ! i 1 A f-"' EXISTI ; , N t _ - L 4* SS SE ER L NE S4 C4 .� `� i r A �_ �; 8 _ S -6 S -6 Y S -¢ -d I S 6 S -6 a) v t L[N _ 1 , EXISTING MW 115 .��_a -���_ 3+ Z' 115 r EWER 4 0 _- 2 0 ar is e Court 48* zi_ SS 89.40 0,0 EXISTING �°, ; - I" --~ - -- ,..,, C• ��, 1 113 , _.. r _-- _____ -- _ _ -- / --'' o EXISTING M H 114 �, N 1 �" _ N .� . .. - ... .._ 9 " �� .� 9 - � - 9 -- ? g -► o LAJ cr 114 + P4 - t `� J- f �'� ► ��„�•► N t i f i k=298.50 N ( N \ 0 .. p 0 10000' L 9 f , " i f / OD t ;> N I 3 1 t ` 0 00 9- t7 i-• } t 1 z < EXISTING 1 i 0 Z, ; E XISTING t 1 1 f (6) E S E WE ____ ... ...... +rr ..t.... .. .. . ...... .... .+... .. ^ . r ..... r ...... ...... ..rr ..rrr ..... f7 y 1 / .. _ .._._ _ '1 -•. .. _ .... - _. _ _...... -, ..: ... •'-'. _.• "/'* *-tt•e'n.•w:•:rr .. y.,,,F ...`r+r_t v ., w • s• 1 t - 1 1 _4' f t __ i d i / iA 0- v 40 201 0 40 i i t ~ SCALE IN FEET , +. E _ , I n15 r 1 . PROFILE SCALE 0 1 = 40 HORZ. .*.•. 1 " = 4 VERT. ■ ♦. 4 A 1 THIS DOCUMENT IS 1 9ELEASEb'FOR, PURPOSE OF REVIEW i O NLY U DR �E CO � � 1 • H AUTHORITY' OFJOSEPH. 1 P. SCH VOL. .. 1 ` i 1 LICENSE N0 ON JUNE 4 2001. . 1 t 1 - .,.. . ..r. ... ++r►' ..r. . .r.+ ....r . ..rr rT IS NOT TO BE U S ED FOR BIDDIM OD C0NSTR0CT O ' 4 --- ---. PUR P OSES. i 1 t + 1 t , T -- - -- -- '- --- .r-/ I 0. 0 lot co -•- J7 91 01 / '' f -- - ---- 1 _�,,,_ : , - ...,rte �- l �. .�• -"(-•' �. �� � 1 ? � � � � i� ! _ . _ _ _ ._ - _ sf if fj _ �� -� -- � i • I 00, ­' — CO W 0 LLJ 6 I . / / 4 �' 1 )ioo EXISTING MH 117 l , � i I XIST IN MH 116 1 � EXIS I r i i 1 •� # I o I t 11 �• (7 zz i t1i i r 3 VOW vww — .. ! i 1 A f-"' EXISTI ; , N t _ - L 4* SS SE ER L NE S4 C4 .� `� i r A �_ �; 8 _ S -6 S -6 Y S -¢ -d I S 6 S -6 a) v t L[N _ 1 , EXISTING MW 115 .��_a -���_ 3+ Z' 115 r EWER 4 0 _- 2 0 ar is e Court 48* zi_ SS 89.40 0,0 EXISTING �°, ; - I" --~ - -- ,..,, C• ��, 1 113 , _.. r _-- _____ -- _ _ -- / --'' o EXISTING M H 114 �, N 1 �" _ N .� . .. - ... .._ 9 " �� .� 9 - � - 9 -- ? g -► o LAJ cr 114 + P4 - t `� J- f �'� ► ��„�•► N t i f i k=298.50 N ( N \ 0 .. p 0 10000' L 9 f , " i f / OD t ;> N I 3 1 t ` 0 00 9- t7 i-• } t 1 z < EXISTING 1 i 0 Z, ; E XISTING t 1 1 f (6) E S E WE ____ ... ...... +rr ..t.... .. .. . ...... .... .+... .. ^ . r ..... r ...... ...... ..rr ..rrr ..... f7 y 1 / .. _ .._._ _ '1 -•. .. _ .... - _. _ _...... -, ..: ... •'-'. _.• "/'* *-tt•e'n.•w:•:rr .. y.,,,F ...`r+r_t v ., w • s• 1 t - 1 1 _4' f t __ i d i / iA 0- v 40 201 0 40 i i t ~ SCALE IN FEET , +. E _ , I n15 r 1 . PROFILE SCALE 0 1 = 40 HORZ. .*.•. 1 " = 4 VERT. ■ ♦. 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 PROFILE - EXISTING SANITARY SEWER LINE S -2 11+00 12 +00 • 13+00 M H N 0. 1 Y LJ . ' r A . + �i 0 r 5U.. 4 D;A. NHOI...E i , LE --- 299.70 3 , 3 E t SEWER SERVI LINE PIPE MATERIAL TO BE P C DESIGN GRADE 8" WATER INE W- 4 296 i ► 2' MIN .2 l - �y "� �� � .....• � 34 � • CONFORMING 0 ASTM D2241 ,SDR 21, CLASS te i 288 • cr_ 160 OR SCHE ULE 40 UTILIZING CLASS 1245-A 0 -� 4 + to ' to V) t PVC COMPOUND - 8 C`•3 N { f ` t 1 1 f t 4 4.. ANMO i NOTE: 1. REFER TO fHE SANITARY S WER I A � ( ET V., V Nu. 4 1 :� � -- - , -, , r {��; ; << DESIGN GR DE ? � - .�"- � ._3 r a �.� jO'E � _ ?99.70 DETAILS SH FOR EMBED ENT t S W S T A. 3+98-00 D 41 D IA. MANi . 01E i f n I C" a _ I � . . 0 1Y! i { �, � � r i ; • � 1 31 2 � 3 � � AND BACKFLL DETAILS. � 2. REFER TO PLAN VIEW FOR SEWER R I LOCATIONS. ON SERV LINE LOC S . � i S 1 32 MH Nb', 117 _v_ , • 2 6 1-- -- ^` XIST�N GROUND E I G G 0 D , STrIPU 296 # � M H N 0. 11 S COP DI A. MAf V HC) L M -- 174.10 PIPE 1 i f ST D , 4 O R O r O F :1 l AN H 0 F E - -- 3 0 2 .. 2 0 - f { � # _ t 304 DESIGN GRADE AGROUND 4 i -- _. -- -' 304 i 7 U of 8 EXISTING I -- f 6 WATERLINE W-6 A STM # r [ Y [ t 3 1 ( • f 4 t. t 1 .. ! 4 _ 1 288 ' OF 8" PIPE, S ASTM j F 2' MIN D -3034 ► f �j - 2 6 Sill i j t � i � t i ."' -•" 0 .�' t } t } I 296 f i , 3 296 � 1B { f { x rw W 280 V _._.. -. • (•,,� 0 � (D ..._ _._...._._...._ _ -._... _ W V W # V ,,. ... -..,_ � W •� i � r W - -� W i `� -� -•rte. , f i _'� - �•i- 28 ` ' --�- /y w 3. / Li W i NN LL W V) --- �y r W �y 3 ■ r W N lL W { R i �i� t �- l , Y i t 4 � ? f /y /�/ �/ i Lim LL 6L W W W O / W _. 3 to j } i 4 . _ •00% { \�(�) U) (n to ' Q: 3 ( 4L� W i Y.. , 1 fii.. W LL ! i �.'.. ` (jam, 0 -30 "' • ' i + O QD �[,. � Yr t--' W a► V t/� (;! W-_ ( n .. tX_J W (n W V) I W ' ( n :' x ` €, ; ,� `� < . :. �.�: W to S S W ' c3' W tC� /\ W /\ W es\ 0 N � w 001 INI " :..a. c600 cy. .�^ _ _ - " _. �' � Ulf `� L w �" /� ri � i ...... ._... s t J W �� �S./ + t •--' t '� + Q N + W mot• + '�-� W - ` , , `~` r < pp .- { '+ W tD DO �� + Ew-- W 0) O + W - �_ `" '� `' ^, " �} r' + W Q N j __ CJ r-- Na s — t� I `� �'�! + WL� F- to N + WW F- f M + C37 �. Li.. {; N U + W F- Cy) 0 #-� "� W J C'� W _..! `� _�' 10 ►.� Cp _1 �, ca _! c0 t� _.1 - y.: r, to 40 _..J + W �; �. (7) W W _j Q � '� L n u - ; Y _ - �__ _ (0 __ I Q W . W r-- W ��. - , I �D �.,. W s m • 00 0 ;1 � Q � O (•) { � ? � Q � � g O 0) 00 Q � � o �l Q 1 �.i �• C) O _ i _ .. _ : r i ! ; ! «!�'± 0 \ I 'd �+�► O .-- `r' Q at. fig r- � �'l a_ � 6i� C . `. � (J ` i - �"� ,c d, a ' S � ii `� " Q a. 1.f � i Q a_ l.J i Q a. (� < � �� 0 (� c� . c t Q 0- cn N V) V CN (n 0 (n � = �, N (n U . r -4 (n v y (n (n w (n CN �-- (n o w U (n t •, v __ --� o W " �-- � _ _ # .� . t V (n O V �- (n O U N F - t!) o U �, _j _..1 ! (3D �.-- (n U 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 PROFILE - EXISTING SANITARY SEWER LINE S -2 11+00 12 +00 • 13+00 0 +00 1 +00 PROFILE - EXISTING SANITARY SEWER LINE S -3 OF 13 M H N 0. 1 Y LJ . ' r A . + �i 0 r 5U.. 4 D;A. NHOI...E "FOP OF MANN . LE --- 299.70 3 304 EXISTING GRC ND DESIGN GRADE 8" WATER INE W- 4 296 296 PIPE 6 2' MIN .2 l - �y "� �� � .....• � 34 � • ��, � te 288 288 • cr_ 0 -� 4 + to ' to V) - 8 C`•3 N 0 +00 1 +00 PROFILE - EXISTING SANITARY SEWER LINE S -3 OF 13 r f*1*1 0 0 +00 1 +00 PROFILE - EXISTING SANITARY SEWER LINE S -3 OF 13 S r x. L r M S r x. LIM 0 — r. � (� � � v NOTE: 1. REFER TO THE SANITARY SEWER � C4 DETAILS SHEET FOR EMBEDMENT A t � R SEWER LINE PIPE MATERIAL PVC, SDR -26, (ASTM D -3034) SEWER SERVICE LINE PIPE MATERIAL TO BE PVC CONFORMING TO ASTM D2241 SDR 21, CLASS 160 OR SCHEDULE 40 UTILIZING CLASS 1245 —A PVC COMPOUND LIM 0 — r. � (� � � v NOTE: 1. REFER TO THE SANITARY SEWER � C4 DETAILS SHEET FOR EMBEDMENT t NON—STRUCTURAL CN Z STRUCTURAL TO" O SERVICE LINE LOCATIONS. ! + BACKFILL F ; f BACKFILL V BASED ON FIELD SURVEY DATA. i 1 � J j 312 } } 3 w ' � N .!1 MH 0 22 312 cl) i I�IY _ } . - T 3 + _6a co J STUD. 4' DI A. MANHOLE , Z TOP OF MANHOLE = 305.10 EXISTIN O H NO. ? 1 r --� w -- QTD. 4' D TOrP OF A. MANHOLE ANH 0LE --- 304 cl) �3 DESIGN; GRADE i s Vi t SHEET j � i w '— f ; 04 EXISTING GRO ` ND _ _._ . _ __ __ i f i i �• 1 � r ! t 4 i 1 1} t I t i i i 311.2 LF OF 6„ - .ASTM.- 303 . t SOR — 26 ®0.609 i i N i U_ U; 0 tf? ' to W y W W W W' CY_ W W f— U U_ (n (n , • N > > > > > d- �' 0 cv cD W ''� w co a '� '-,� cn `° w �3 a p w (c) o0 � 7 U) � cn r (7) � 0 . ' #f W cy- W mot- 0 (n cn w w — t 0 H- 0 © W 00 r--� W r te' W N3- w N� w to � f--- V) N �t Q (� Q Q ' . � 1 ' ! --- to x i W L�. U) A (D N cN (n .•,► cD (n A D w (n w (D F (n t.i- 4 J Ll- L - 1 - SEWER LINE PIPE MATERIAL PVC, SDR -26, (ASTM D -3034) SEWER SERVICE LINE PIPE MATERIAL TO BE PVC CONFORMING TO ASTM D2241 SDR 21, CLASS 160 OR SCHEDULE 40 UTILIZING CLASS 1245 —A PVC COMPOUND LIM 0 — r. � (� � � v NOTE: 1. REFER TO THE SANITARY SEWER � C4 DETAILS SHEET FOR EMBEDMENT t AND BACKFILL DETAILS. CN Z 2. REFER TO PLAN VIEW FOR SEWER TO" O SERVICE LINE LOCATIONS. + � ~ NOTE: EXISTING GROUND PROFILE SHOWN IS V BASED ON FIELD SURVEY DATA. C) w cl) i I�IY w co J W Z � --� w cl) �3 I,�t V Vi SHEET 0 +00 1 +00 2 +00 3 +00 PROFILE - SANITARY SEWER LINE S -4 OF 13 i i 1 • 0 —12 12 too 3/4 R s' L= LAYDOWN CURB DETAIL NTS NOTE: EXPANSION JOINTS IN CURB L GUTTER SHALL BE SPACED AT A MAXIMM DISTANCE OF IW APART AND AT ALL CURVE PC' S L PT'S. 3- B'S X I W SNUM DOWELS SHALL BE USED AT EACH EXPANSION JOI I ROW LINE 5% 1 2' TYPICAL CUT SECTION NTS �-- ROW LINE TYPICAL FILL SECTION NTS aow urx 13� 1 � TYPICAL CUT SECTION WITH IDS EWALK NTS aow urn _ r i.. Lee- MAX s TYPICAL FILL SECTION WITH SIDEWALK NTS i i GRADING AND PAVEMENT CONSTRUCTION NOTES 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL HAVE A MINIMUM 28-DAY COMRESSIVE STRENGTH OF 3000 PSI WITH A MINIMUM CEMENT CONTENT OF 5 SACKS 1.5' HOT MIX ASPHALTIC PER CUBIC YARD. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CONCRETE SURF/1(E COURSE ANT SHALL BE 20 PERCENT. 2• REINFORCING STEEL SHALL BE GRADE 60 (60 PSI) 27•0• IAYDOWN CURB PER DETAIL THIS SHEEP 3. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHAL't. BE UAL ST/&1ZED TO A M000MJAi DEPTH OF 6 ". THE AMOUNT OF LIME TO BE ADDED TO THE SOIL IS APPROXIMATELY 6'X, LAYDONRJ CURB PER 2 •_ a - 2' -0 -0" OF THE DRY WEIGHT OF THE SOIL THE LIME STABILIZED SOIL SHALL BE MIXED TO DETAIL THIS SHEET � - 13' -6' 13' -6' PROVE A HOMOGENEOUS MIXTURE WHICH MEETS THE GRADAIIQN REQUIREMENTS ►-- 3.3X 3.3X —� SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (T�OI'), STANDARD � SPECIFICATIONS FOR CONSTRUCTION OF HIGHVIrAYS, STREETS AND ITEM 260. . ° •• WITH THE ADDITIONAL REQtNRE�1T OF A kltldlMUM OF 6076 OF THE Ste. PASS 1HE N0. M murc-urn 2 rOnWh:AT 4 SIEVE PRIOR TO COMPACTION. THE LIME STA$tUZED SOIL SHALL BE COMPACTED TO A cn OEDISITY OF AT LEAST 95x OF THE MAXIMUM DRY DENSITY AS DET�R4ED BY ASTIiA 6" FLEXIBLE BJ►SE D698 AT A MOISTURE CONTENT BETWEEN OPTIMUM AND 3x ABOVE OP7tM{JNf MOISTURE 6" LIt�AE STABIUZEO SUBGRADE OR 4" BITUMINOUS BASE CENTERLINE CONTENT. THE LIME USED TO STAENUZE THE SOIL SHALL MEET THE REQUIREMENTS Of IS 5" ABOVE THE GUTTER FLOWUNE TXDOT ITEM 264, 'UA1E AND SLURRY." AND 1' ABOVE TOP OF CURB 4. THE BASE COURSE FOR ASPHALT PAVEMENT AREAS SHALL CONSIST OF GRtiS1iE[) LIMESTONE BASE MATERIAL 1NI7H A MINIMUM COMPACTED THICKNESS OF 6" FOR TYPICAL 27' RESIDENTIAL STREET SECTION RESIOEN7IAL STREETS AND 7' FOR COLLECTOR STREETS. THE BASE MATERIAL SHALL CONFORM TO TX DOT ITEM 247, TYPE A, GRADE 1 OF THE STANDARD SPECIFICATIONS NTS FOR CONSTRUCTION OF HIGHWAYS STREETS AND BRIDGES. THE LIMESTONE 'SASE NURSE SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95i OF 7FIE MAXMJAA DRY ' DENSITY AS DETERMINED BY THE MODIFIED PROCTOR LEST. (AS'i'M{ D1557), AT A MOISTURE CONTENT BETWEEN 2X BELOW AND 3% ABOVE OPTiMIM i�lOiSTi1RE CONTENT. 5. THE ASPHALTIC CONCRETE SURFACE COURSE SHALL MEET TOOT ITEM 340, TYPE D .�, REQUIREMENTS. AN ASPHALTIC PRIME COAT SHALL BE APPLIED TO THE CRUSHED LIMESTONE BASE MATERIAL COURSE PRIOR TO THE PLACEMENT OF THE HOT MIX ASPHALTIC CONCRETE SURFACE COURSE. THE HVEEM STABIUTI' SHOULD BE BETWEEN 35 AND 55. 0 —12 12 too 3/4 R s' L= LAYDOWN CURB DETAIL NTS NOTE: EXPANSION JOINTS IN CURB L GUTTER SHALL BE SPACED AT A MAXIMM DISTANCE OF IW APART AND AT ALL CURVE PC' S L PT'S. 3- B'S X I W SNUM DOWELS SHALL BE USED AT EACH EXPANSION JOI I ROW LINE 5% 1 2' TYPICAL CUT SECTION NTS �-- ROW LINE TYPICAL FILL SECTION NTS aow urx 13� 1 � TYPICAL CUT SECTION WITH IDS EWALK NTS aow urn _ r i.. Lee- MAX s TYPICAL FILL SECTION WITH SIDEWALK NTS Lid #4 BARS, 18 O.C. ©ON!CRE:TE PAVEMENT 1 { -.► •=-.r - - 4 "1 - --I --I ter -7 }- -� 6" LLJ '+ • SiSinali OZA It • SEAL VM JOINT MAlER1Al. SMOOTH DOWEL BAR 5/8" Dw X 1 12" O.C. 3/4•• (COATED W /HEAVY GREG) 1 NON — EXTRUDING JOINt FUER METAL OR PLASTIC CAP, INSIDE 90AlETER TO BE 1 /16 . • Ol 'A' Tww DIAMETER OF DOWEL SO EXPAN ION JOINT TO 11E SPACED AT 60' MAX. INTERVALS NOTE: EXPANSION JOINT SEALANT M K SONOBORN SL -1 OR APPROVED EQUAL: 4 1/4" R • =#4 BARS 24' b" 7. 1 STD. CURB & G UTTER DETAIL NTS • i i 01 . W cn Z. Lid #4 BARS, 18 O.C. ©ON!CRE:TE PAVEMENT 1 { -.► •=-.r - - 4 "1 - --I --I ter -7 }- -� 6" LLJ '+ • SiSinali OZA It • SEAL VM JOINT MAlER1Al. SMOOTH DOWEL BAR 5/8" Dw X 1 12" O.C. 3/4•• (COATED W /HEAVY GREG) 1 NON — EXTRUDING JOINt FUER METAL OR PLASTIC CAP, INSIDE 90AlETER TO BE 1 /16 . • Ol 'A' Tww DIAMETER OF DOWEL SO EXPAN ION JOINT TO 11E SPACED AT 60' MAX. INTERVALS NOTE: EXPANSION JOINT SEALANT M K SONOBORN SL -1 OR APPROVED EQUAL: 4 1/4" R • =#4 BARS 24' b" 7. 1 STD. CURB & G UTTER DETAIL NTS • i i R 4' SIDEWALK SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: LIGHT BROOM FINISH WITH GROVES(1 /8" DEEP, 1 /2 1 w TO 3/4" 6' BACK OF WIDE, SPACED 3/4" TO 2" APART) GROOVES SHALL BE o CURB LINE CONSTRUCTED SO THAT THEY DO NOT HOLD WATER. DARK m SHADING INDICATES LIMITS OF COLORED CONCRETE. RAMP � SHALL BE "BRICK RED" IN COLOR. r I I. 11 TYPICAL SIDEWALK RAMP DETAILS AT STREET INTERSECTIONS N TS 12" OR �— COMPACTED SUSGRADE ' �.r♦' CONQREEE SIDEMLK TYPICAL SECTION N.T.S. loom SEAL WITH JOINT MATES SMOOM DOVAEa. BAR 1/2" DW X 18", 1 2" O.C. 3`4•• (COXTED W /HEAVY GREASE) UGHT BROOM F __..�. JOBI7S TO BE TOOLED •.•::.• ;:....•: :.: 4" / " Ir oar SHEET . 1 4 To 1 iR.1N JOINT r 1U.GR ■��w�■/e ■ / �/ y , ����/V� � •'• •`• • �•• •S••• �• fl•• f METAL R • ` V.'� , • ,., . R • • . • • � DIAM"m TO K 1/16 tsRE'�CTER THAN DWAETER OF DOWEL BA SIDEWALK EXEAN51ON JOINT 51DEWALK CON,:TRACTIQN . NT TO BE SPACED AT 00' MAX. "ERWALS C004RACMN JOKM SKM.L BE NOTE: AT SAME SPACM AS SIDEWAIX V110M EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. STNXM OR 6' — LAYOOVM Ctm 2 -5X i STNXM OR 6' — LAYOOVM Ctm 2 -5X 1 0 r I f i & I � TO OONFOW TO Md.ET` 7HRMT C01 NECY'ION TO CURB 6" � ��► MACHINE SURF (ACT TO I MODFIED ®wQ 12 o C A 6 ScI INLET' 2-1/2 Ift -pit Alt s 4 IS ewe n� wo�uaE , FROM 03 &M 18' O.C. DOWEL OiPlWSION JOINT � 6 4 � ' NO DEPI1�910N AT AUTIER I.P �j • 5 A L CL CL 0 0 NO. 4 BAR, 1.5' COVER NO. . 4 BARS 12' O.C. 0 » LINE of NORMAL carte do cuRER i � � 24 22 -1/4 ( 32 . 6 RJ`2 �„ Gn I •r m Z pit d j f 0 5• SOCK OUT FOR I p Q (,/) W to 0 E� n EXTENSION WHERE A(t !Y W 6 REQUIRED LAP N0. 3 B5 MIN. 6' 2� - 6 ~ /4 BARS 12' O.C.E.W. ' APPROX. GW1TE CAN BE � IGF(f FUIWS%*]) VARIES r`'. RING 175f 3 3 wr�o�E � 6 2n COVER - 2n# PATTEgN 100-24 ' �'-3� �� —J » RNG AM COVER p a �2' ccw 2 „ 2" NO. , BARS 12" O.C.E.W 5 ._ 0 » STORM SEWER now 12 6 ° RING AND COVER � VARIES N • � - o.c.E.w SECTION A —A F 2' a. 0 w MANHOLE ' A CU " SECTION A —AJ -- 0 EXTENSION � z o S -. A FOR _MODIFIED 0 _ RECESSED I STRUCTURE S INLET V) � N.T.S. N.T.S. W rr� -elf cn A PROPOSED (TRADE 4 0� 1 6" 12" ALL #4 BARS NORI�AAL TRAVERSE SLOE . �— r s ° ' 12" C —C BOTH WAYS MATERIALS MATERIALS FOR EI�ABEDMENT -KEY � �►TM� � 3" 0.D. + 1 $_o° � O � SELECT W1�IIL o a 6 " STD. CAST IRON MANHOLE COVER �'�K ooOw�u 1 at�a� MHdH I,S� p a��F� p1pE 0 ��T �1� Z iROCKS, LUMM s . � MIN. 5' -0" 6 AND FRAME (24bIA) M MME LARGEST � � T01YD�10�1. O MY{ OM� � IION CF YME �. ---� - ALL MATERIALS SHALL CONFORM „ o"� „ a -,�. ���-�� = J$) � e,� u� .,r�o cs • � ^ TO • 4' TRANSITION FOR 6 4' TRANSITION FOR ooKrFxr OF -2 eEtow 70 +ax oPtw�� � �- &L � rESS�o c�rr�R s�cSLOPE ;; GUTTER DEPRESSION � o GUTTER DEPRESSION COLLEGE STATION STANDARD CO� o�,� w,�. ME. . �w�,.Y '` 0 � SPECIFICATION N0. 71 � '"� TRENCH ' SOTM � BE s^ "' w►, MWAL BE OW awe sMO WNW � � Foie IM � W �. /tz• MAX L ov a�wrmies a at aRO�wc � ,,t eEU r�o�s. � 10 LL '� CURB CURB B i tHE � : L- - •Isl�- 00 6 B �I�+ � � 45 BEDDING AMID BACKFILL FQB MAXIMUM Pu►srIcm NM , s MAXIMUM PERCENT Pi � c No. zoo s ,s STORM SEWER PIP E , � �p -0- THROAT DETAIL �4 BARS 12" O.0 ; �3 ems ,s O.C. MMIIMUM PF�fM PASSING 3/4 SIEVE , 100 Mow" � � Q �„� SAND N Q t►+e w►� �y� ' e c�wwuNe MA w�rurc n+E r�QUrs c: +' A P�I A ^ �IN�MUN�KX� SiRaC(�1 OF IN 48 � � � IS IN HOM � ROD 2M IICCORDiM��E w ASTit OOE� CWlED AND TESTED M�IIiCCOROANCE MATH � Q 6 ASTM o1632 AND ,�srw ou� sue THE CEMENT-SAND wixn� s►+Au Be �,�crEO � + p co w+ e' uFrs N an�iw �asn� oo►+rEHr. �3 v tt? NOTE: REFER TO PLAN DRAWING � . . 0 a o . o � COMM s� o� ,� SAM IS �� o . �os�n GRADE FOR PIPE SIZES INLET PLAN � � � • 0 3 s' � O ,r fto 40 SOJECT VARNAL %"POO '` '• cQ tT c�a�sa�a►� 6 . �4 BARS 6" O.C.E.W. � � e a - AT oruwuw A TOP sine ' .� MOMUM) CONCRETE � . ,_�.:� . 9P,�oE BY L�rs wro PtAcE, t�frTER TOP OF CURB o. D . + � � (5 MIN) 6' w►�.O AM V= M011D • o 0 o TO � M �AMNNLI.Y OOM9061QA7E) — 6 . i�N BdR�01A SHAD. 8E .. GRAM SO Ps TO artavro� e- �./12• MAX 41" • 424 � i t NORMAL GUTTER LINE � r o o AND CONi1M110US SUPPORT FOR 1HE PW.BAMM DEPRESSED GUTTER LINE NE 6„ B EDDING A FOR � INVERT SHAPING Vow" 0 `�'.., CONCRETE FILL #4 BARS 12" O.C.E.W. SIDE 2n STORM SEWER PIPE � 9, A - 0 A w�us & eorroM su�,e o NOTES: e II _ I I DRAINAGE CONSTRUCTION STRUCTURALAREA�) � � � loom y I I I � • ALL CONCRETE MII SFWl HAVE A MMUM 28-DAY COMPRESSIVE STRENGTH Of- 3000 PSI. z. R�o�tciNC sr�E� sw� BE ctt�oE so (so.00 Psi) SECTION A —A INLET ELEVATION � � � ' 3. STORM SEWER PIPE SHALL BE TONGUE AND GROOVE REINFORCED CONCRETE PIPE 0 0 0 0 0 0 (ASTM C-76, CLASS IN) WITH JOINT MATERIAL TO BE NECK" COLD APPLIED , • � • • • o • � ASPHALT SEWER JOINT COMPOUND OR APPROVED EQUAL. BOX CULVERTS SHALL BE 6" RE NOTED C ONC THERPLJWS. -GIST BOX SECTIONS (ASTM C -789 OR ASTM C -850) D Fmm 4. ALL WORK TO BE COA1PlETED IN ACCORDANCE WITH THE CURRENT CITY OF COLLEGE Q SECTION A —A SECTION B-13 STAB ��MD SPE(F1CATIONS FOR WATER, SEINER, STREETS AND DRAINAGE _ STD . CURB i N L ET SHAM. BE COORDINATED WITH THE THE CITY ENGINEER'S OFFICE. 5. THE CONSTRUCTION SHALL SLY WITH THE OSHA STANDARD 29 CFR PART 1926 � a N.T.S STANDARD JUNCTION BOX SUBPART P FOR TRENCH SAFELY REQUIREMENTS. GENERAL INFORMATION ON TRENCH Q SAFETY IS PRESENTED ON THE TRENCH SAFETY DETAILS SHEET. town RC P SEE PUN R W v _ � � W e. � J s FOR SIZE � l oom J 0 PIPE o CIA.. IN. X. �. o r 1 6 18 2 d � 8 24 3 � /►/'1 27 4 V J 36 5 1' -s" 6 6' —�I y � 42 x' y 48 7 s' 54 $ #4 BARS 12" O.C.E.W. WALLS, BOTTOM SLAB do TOE ELEVATION PLAN SHEET TYPICAL CONCRETE HEADWALL WITH WINGS j OF 13 t NO OF MAN UE SIGN jj Q (SEE DETAIL 1 E) STAM D MANHOLE RING �c COVER STANDARD THOLE MATERIALS FOR EMBE DMENT - KEY x EXCEPT AS SHOWN ON PLANS ac 0 FINISH GROUND COR � (Z) SELECT MATERIAL * �' u ( SEE GEN . NOTE 4 SEE DETAIL 4--A _ TZ MATERIAL EXCAVATE • FROM THE DITCH WHICH IS FREE t P.w, ION-- SHRINK GROUT Z' GENERAIL ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO ( ) -.04 ��� l� PURPOSE OR MECHANICALLY C OMPACTED AT 6" LIFTS INCHES I N TIC LARGEST DIMENSION. COMPACTION € F Ti's ► � �►„ APPROVED i TO 85% MODIFIED PROCTOR (ASTM D 1557) USE PRE -CAST CONCH z MATERIAL `SHALL BE TO AT L _ 9019' ' [�' THE MAX DRY � V • EQ�I.lAL. AT MINIMUM 290 OVER OPTIMUM MOISTURE 24" 24" GRADE RINGS a MORTAR DENSITY AS DETERMINED BY ASTM D 698 AT A MOISTURE 24 _ � MORTARED RP" FOR ADJUSTMENTS � (UNLESS SPECIFIED OTHERWISE ON PLANS OR BRICK & MORTAR AS CONTENT OF -2 BELOW TO +6% AB13VE THE OPTIMUM MOI STURE '� I� 4w �,,�,,► AS REQUIRED REQUIRED TO RAISE TO c�v � as► CONTENT [IF" THE MATERIAL, FINISH BADE 24" MAX HEIGHT MANH CONE "0" RING GASKET (TYP -) FOR 5' & s' ou. GRADE GRANULAR MATER I A PRE -� MANHOLE (SEE GEN. NOTE 3) M.H Z 6" MIN. l. +► (SEE DETAIL 1 —C) MATERIAL SHALL BE BANK RUN SAND WHICH IS FREE `' PER ATM C -478 MANHOLE RISER PIPE. INSTALL PLUMB & LEVEL. SET I N " OF DETRIMENTAL i�1ANT I T I ES OF CLAY, DEBRIS, OR Q�!t�AN I C BEFORE POURING BASE (HEIGHT DETERMINED BY DIAMETER 6' 4' -0 3000 PS CONCRETE 6 MIN. 22 -3 �, MATERIAL AND WHICH, WHEN TESTED BY STANDARD ;i DUOLITHIC POUR 24 / 32 LABORATORY METHODS., U•I MEET THE FOLLOWING REOREM ENTS CAST IN PLACE 48 o1A. OF SEWER PIPE & NOTCH -OUT SIZE) VARIES 4 #-off W BOTTOM 6 MIN. FOR PRECAST W1 5 9 -0 0 & 15* FOR s• Mk MAX IMUM LIQUID LIMIT 45 T . % , � " — 8 30' F W 6 � PROMDE �LL JOINT 12 MIN. FOR CAST-IN 1 2" s _o 1 2 „ MAXIMUM PLASTICITY . INDEX 15 AT E & • PRE -FAB NOTCH -OUT MIN MAXIMUM PERCENT PASSING NO. 200 SIEVE 15 -- FOR PIPE I 5 -0" & W -0" MINIMUM PERCENT PASSING 3/4' SIEVE 100 " W EXIT OF ALL (SEE GEN. NOTE 5) MANHOLES • j= . ' . " �•` SET BOTTOM OF MANHOLE RISER � 8 MIN . 0 � , • �, AT CENTER OF PIPE ,_ 4 . , .s: NOTE 5 - mnntox. 6RAlE CO BE CEMENT STABILIZED SAND WEIGHT FUND PAl"T1 300 -24 C) " _ THE MATERIAL SHALL � GRANULAR MATERIALS MEETI�I THE REt.?111RE�ilE;NT'S SEE SPECIAL NOTE 3 J 2 THICK 2000 PSI CAP RING 1 �sj MANHOLE IlNG & COVER - LIMIT FOR INITIAL POURING Cow - 1251 OF MATERIAL "8 MIXED fl CEtiiEt+IT AND DESIGNED TO < U CAST -IN -PLACE OR PRE -CAST OF CONCRETE WHEN FIRST WALL . " PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STIRIEINGTH OF IN (J t 12 BASE - 3000 PSI CONCRETE HOURS AND 100 PSI IN 7 DAYS WHEN COMPACTED TO.957 DENSITY IN t� 0 0 M SECTION IS NOT CONSTRUCTED ( SEE SPECIAL NOTE 2 ) WITH FOOTING DETAIL ACCORDANCE WITH ASTM D558 AND CURED AND TESTED IN ORD WITH WITH 1-- C SANITARY SEWER ASTM D1632 AND ASTM D1633. THE CEMENT - -SAND , XTU R E SHALL COMPACTED INS LEFTS AT OR NEAR OPTIMLOII MOSTURE CONTENT. TRANSITION DETAIL F 5 & 6 DIA FIELD RING A �i D C 0 V E R MIXING of STABILIZED SAND IS A A .Ew DETAIL 1; A DETAIL 1 -13 CEMENT -SAND MIXTURE USED FOR SANITARY SEWER ` WnHIN CAST-IN-PLACE MANHOLES 9 FEET OF A WATERLI1NE SHALL CONTAIN A MIN. OF z S00 OF CEMENT PRECAST MANHOLE STANDARD PER CUBIC YARD OF MATERIAL ( ASTM C478) CAST -IN -PLACE MANHOLE . o SPECIAL NOTES: PROPOSED GRADE 1. ALL JOINTS AT MANHOLE SECTIONS & OTHER OPEN OR COLD ry �y TAL 1i N I A1�) TAPE INITIAL BACKFILL W 24 BEL G� JOINTS, OR LIFTING HOLES, SHALL BE THOROUGHLY FILLED 8' MIN. -12' MIN. < 0 WITH SYNKO -FLEX OR OTHER APPROVED MASTIC WHEN TRENCH DEPTH :.,• j � .:.:y. .. `. Q SELECT MATERIAL WATERPROOFING MATERIAL. ....., 2. CONCRETE FOR MANHOLE BASE SHALL CURE FOR MINIMUM I S GREATER THAN 10' - ;" • , ` r •� �;� : � • OF 24 HOURS PRIOR TO PLACING ADDITIONAL SECTIONS. •. @(MANUALLY CMS13L I DATE 3. POUR OR SET BASE ON FIRM U14DISTUBED SOIL IF SOIL IS Uj GENERAL NOTES SDR PVC PIPE -26 ASTM D -� _ •• AT C�'T I1! MOISTURE) W WET MUDDY, OR SOFT, THEN N UNDERCUT UNSTABLE MATERIAL 34 do BACKFILL WITH CRUSHED STONE OR GRAVEL (N.A.S.P.I.) 1. FOR ALL TYPE MANHOLES, PLACE CONCRETE FOOTING OR BASE ' • ' ` • • - ' ' @ )(SPADE LIFTS INTCI 4• SEE SPECIFICATION S -204 DETECTOR TAPE FOR INSTALLATION ON FIRM SOIL OR OVER EXCAVATE TO FIRM SOIL AND BACKFILL 6' MIN. •• �L 'd BY L I K ACE, w AT MANHOLES. WITH STANDARD GRADATION CRUSHED STONE. TO FILL ALL VOIDS ARMJND PI PIPE. MANUALLY CONSOL IDATE. 2.ON CAST IN PLACE MANHOLES, ALLOW FOOTING OR BASE AND THE TRENCH BOTTOM SHALL BE FIRST SECTION OF WALL TO CURE A MINIMUM OF 24 HOURS , GRADED SCI AS TO PR0�/ I DE UNIFORM 8' MIN. / 12' MAX. BEFORE SETTING ADDITIONAL WALL FORMS AND PLACING CONCRETE < 00 IN FORMS. AND CONT INUOUS SUPPORT FOR THE M.J. WYE 18 JOINT DUCTILE IRON PIPE, PIPE BARREL BETWEEN BE�.L HOLES. � , CLASS 350 W/8 MIL POLYWRAP 3. PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C478. " z 6 JOINTS SHALL BE "0 GASKETED. IN LIEU OF THICKNESS AS SPECIFIED IN C478, SECTION 7, DESIGN --THE Mllft uM BEDDING AND BACKFILL F C; < THICKNESS FOR MANHOLE RISERS SHALL BE AS LISTED UNDER Z: PVC PIPE WALL "8" IN THE CLASS TABLES" OF ASTM C76, REINFORCED CONCRETE PIPE. SANITARY SEWER PIPE D ADAPTOR ��\ BAN 4. MANHOLE COVERS WILL BE MARKED SANITARY SEWER. PICK , N N STRUCTURAL AR A BARS OR LUGS SHALL ALSO BE CASED IN MANHOLE COVERS. NO OPEN HOLES ALLOWED IN COVER. THE CAST IRON RING AND BACKFILL IN 8" LIFTS COVER SHALL BE FURNISHED & INSTALLED BY CONTRACTOR. Go VARIES _ 0 (MIN 2' -0'� TO 85% DENSITY 95% - - DENSITY IN TRAVELED 5. MANHOLE BASE OR FOOTING THICKNESS (CAST IN PLACE OR • ROADWAYS _ PRE —CAST AS FOLLOWS: - ryaj MT 4L D GRADE FT. THICKNES `' .. y MANHOLE DEPTH (. ) PAV�EM�NT C I UNDISTURBED EARTH g 0 -g TAL. WARNING TAPE / 8 -12 10"`"' C 24' BELOW GRADE) ,� ��... • •- , • DUCTILE IRON PIPE ... :•::.� do OVER 12 6• 12 NtN, -- :r:•;.! ...:: .. r.,: •:�..,:•.� CLASS 350, SAME i r -.� .II' •. ! ., ,� M A..w•!7 N. • .• :y . M.J. 90r D SIZE AS SEWER .� :. ..;, •. A SELECT DATER I AL,,,, , 1 :. .. MAIN OR ONE . SIZE LARGER IF '�' 44 4 C C MAtVALLY GONSt.. i DATE '""'"` - 0 FLOW LINE AT 4: 4.. C) NOT ABAILABLE'� AT OPT I Mtn! MOISTURE) TOP OF MAIN IN SAME SIZE PVC PIPE;,. LINE PIPE AS MAIN 3 7 "1 SDR -26 ASTM D -3034 •�` ��' •' INITIAL BACKF I LL C 6 MIN. 01 - @(SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AR"D 0 P, PIP PIPE. MANUALLY tSOL I DATE.) Cb DETAIL 1- D 0 A � • STANDARD SAN. C.I. DROP 2000 P.S.I. CONCRETE = •• ER CLEANOUT BOOT THE TRENCH BOTTOM SHALL BE CONNECTION AND COVER OR EQUAL. GRADED SO AS TO PROVIDE UN I T � 8' M IN./ 12' MAX. 7 "' PROP. 4" SANITARY SEWER SERVICE LINE 5' MIN AT AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES. STOPPER MINIMUM SLOPE OF 1/8" PER FT. END OF SERVICE .. - BEDDING AND B ACKF ILL F DEPTH PROP. 4 " -45• BEND CLEANOUT STACK VARIES • _ NOTE: S AN ITARY SEWER PIPE 6" LINE FOR 45 DOUBLE SERVICE STRUCTURAL.._ AREAS THE PIPE SHALL BE PVC CONFORMING TO UNDISTURBED GROUND; IF FILL IS REQUIRED A ASTM D2241 SDR 21, CLASS 160 OR 0 IF NOT ON UNDISTURBED EARTH, EMBEDMENT WILL E NECESSARY. SCHEDULE 40 UTILIZING CLASS 1245 -A F " . - CONCRETE B �••� 45' BEND CONCRETE CUSHION MUST PE PLACED PVC COMPOUND. THE OUTSIDE DIAMETER „ 3 MIN AROUND SEWER LINE. PROPOSED TEE OR WYE (4 " BRANCH). SHALL BE IPS STANDARD (STEEL PIPE IVW DIAMETER).. • PROPOSED SANITARY SEWER MAIN. - �► NOTE: MINIMUM SIZE CLEANOUT TO BE 6". }..� MANHOLE DECAL CARSONITE CUM — 375 w 6' GREEN MARKER POST MH - 668 DETAIL 3—E 2000 P.S.I. CONCRETE. cr) 0 SEWER LINE' DE TAIL 3 SERVICE LINE CONNECTION DETAIL > SEWER LINE FM C ITY CLEAN OUT DETAIL ' ITY of COLLEGE SEWER LINE CONSTRUCTION NOTES UUji STATION DECAL P -- 2 097 AT � PAVEMENT BRACE 1 . Ail • construction shall be in accordance with the current City of College W X*, r To H= PIPE 4 » FOOT MIN. OR 4,_0" Station Standard Specifications for Water & Sewer Construction. All IN PUCE WHU AS SHOWN ON PLANS construction shall be coordinated with the City Engineer's ineer's Office.`""' -.j NOTE: a acs 2. All sewer line materials, structures and appurtenances shall meet current 0 PLUG City standards and details. Alternate materials shall be allowed Only If the SIGNS NOT REQUIRED FOR t Contractor receives written approval from the City Engineer. ....�. MANHOLES LOCATED ALONG 4 SAN. SEWER STREET RIGHT — OF —WAYS 3. Manholes, either cast —in— lace or recast, shall be constructed and 4 " PIPE — LENGTH VARIES SERVICE LINE installed in accordance wi h curren City of .College Station specifications �- y , 6 FOR DOUBLE and details. Standard manhole rings and covers shall be used. NOTE: s PIPE FOR SERVICE 4" - 45 BEND. 4 . P . The compaction of the backfill material shall be verified b in—place „ DOU .7GR7�V�. density tests. The rate of denst testing shalt be determined by 4 " BRANCH. The City of College Station inspec or. 5. The construction shall comply With OSHA Standard 29 CFA Past 192 NOTE: SIGNS AVAILABLE FROM Subpart P for trench safety requ reMents. General information on trench JIM COX SALES ' - safety is presented on the Trehdh Safety Details sheet. - 2819 ANODE LANE _ ••. .�• • • �. 4 • � •ms j DALLAS TX 77845 - - WITH OR W/0 SIDEWALK & QR WATER LINE 6. Sewer lines shall be tested for exfiitration and TV inspected prior to acceptance. All manholes should be leak tested either by the S'H� _,_. � 2000 P.S.I. C ONCRETE. water or vacuum method. DETAIL 1 DETAIL 3 7 i n of c struction the Contractor shall M ANHOLE Upon c�mplet o on provide a p IDENTIFICATION SEWER LINE set of red — lined drawings marked As- -Built to the City NTS DETAIL 3 SERVICE LINE DETAIL Engineer.. SEWER LINE STACK DETAIL O F 1 3 g METES AND BOUNDS DESCRIPTION OF A 17.3526 ACRES TRACT OF LAND OUT OF THE ROBERT STEVENSON SURVEY, A--54 CERTIFICATE OF OWNERSHIP AND DEDICATION CASTEEGATE SUBDIVISION -- SECTION 12 COLLEGE* STATION STATE OF TEXAS BRAZOS COUNTY, TEXAS COUNTY OF BRAZOS • • • � • • C the General Partner of - Greens Prairie Investors, Ltd, a Texas _ • f the Robert Stevenson Survey, A -54, and being more I Wallace Philli Manager of Greens Prair this plat, and designated herein as Castlego e ie Associates, LL Cs or parcel of land lying and being situated in Brazos County, Texas, out o ti n P tra Pro c o 17.353 acre tract shown an Par All that tra • P r 9 Wow with aU amtrol referred to the 1983 Texas State Plone Coordinate System. Lambert ye Ain, f limited partnership, owner and developer of e descr4bed by metes curd bounds as Qh w ' Texas, and whale name is subscribed hereta hereby d:ed.tc�ate to e Can tral Zane • Subdivision, Section 12, in the City of College eta he purpose and • t olio arks, easements and public places thereon shown for p p • - (N)s X =3 572,615.80 E) and being use of the public forever all stree s, ys� P " e havin a Texas State Plane Coordinate Value of Y 10,187,758.25 BEGINNING at a 5/8 iron rod set for corner g • to said Coordinate Systems also being a point on the. south. consideration therein expressed North. ��02'S�" West, a distance. of 2,77�4:90� foot from Monument X137 referenced � m • 40 as recorded in Vol. 3926, Page 85, of the Brazos County Official Records (B.C.O.R.). also being the right -of -way Inns of State Highway � northw.osf. corner of the. Castlegate, Subdivision... a$. recorded.. in Section. 2,. Phase. 2,. as. recorded. in Vol.. 4618,. Page. 295 -296,. of. the B.C.O.R., THENCE along the common line between this tract and Section 2, Phase 2 for the following calls: J --' M . 3 South 20'13`29" East. a distance of 39.51 feet to a 5/8 » iron rod set for corner, Wallace Phillips, an • 3 .36 feet to a 5 South 29 58 25 Eost, a distance of 8" iron rod set for corner; 1 / Sou 43 28 29 , " East a distance of 22.05 feet to a 5/8" iron rod set for corner; South 1618" 0" West a distance of 42.72 feet to a 5/8" iron rod set for corner; South 82'10'15" West, a distance of 40.38 feet to a 5/8 iron rod set for comer; " " ' d set for corner; South 72"09 West, a distance of 90.34 feet to a 5/8 Iron rod STATE OF TEXAS • • " f eet to a 5 f 4.84 8 "' iron rod set for corner; COUNTY OF BRAZOS 0 / South 01 31 21 East, a distance o 2 • " t to a 5 8" iron rod set for corner, • au I appeared Wallace Phillips known to me to be the person whose 78.01 fee Before me, the undersigned thority, on this day p ersonally pp the same for the p ur p ose ose and South 15 a5 38 Eost. a distance of / • instrument, and acknowledged to me that he executed P P » , name is subscribed to the foregoing ns South 31'02'50" Eost. o distance of 49:91 feet to a 5/8 irfln rod set for corner, consideration therein stated. • » . a 5 8" iron rod set for corner; 20�• South 46 53 44 East, a distance of 27.86 feet to ,/ Given under my hand and seal on this __ day of --� South 041 7'48" West, a distance of 52.03 foot to a 5/.8" iron rod set for corner; • + " 0 5 8" iron rod set for corner; *�► GINGER L . URSO South 4fi 32 53 West, a distance of 52.35 feet t a / ��.•• •�.��, • wry Pw*m state of Texas . " • t for corner; �•• " My Ex p ires Notary P olio, Brazos County ,Texas South 47'40 West, a distance of 50.49 feet to a 5/8 iron rod se ' %;;its soptembw 05, 2007 NOW# sit M South 16'2935" East, a distance of 96.41 feet to a 5/8" iron rod set for Corner, South 43 '31'51" Wort, a distance of 55.71 feet to a 5/8" iron rod set for corner; 7 5 North ?0 '12" Wast a distance of 52.77 fact to a 5/8" iron rod set for corner; "� South ?8 1'06" West, a distance of 68.12 foot to a 5/8" iron rod set for corner, South 30'43'04" West, a distance of 19.58 foot " to a 5/8" iron rod set for corner; South 16'2537 "* East, o distance of 46.57 Beet to a 5/8 » iron rod set for corner, APPROVAL OF PLANNIN AND ZONING COMMISSION • P lanning and Zoning Commission of the City of College Station, Texas, . �. " ' set for corner, I, ____ , Chairman of the P a g 9 t Q 22 03 East, a distance of 40.45 fact to a 5/8 iron rod Sou 6 approved b - the Commission on the ..�_ _ day f NO • hereb erti y t at the attached plat os 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD - 83 TEXAS STATE duly pp y " - fact to a 5 8 iron rod set for corner, 20 Eas a � distanc of 26.58 e / ,,,_,_,,,•__•._ __, South 4'18 58� E South 01'22'35" East. a distpnc® of 69.52 feet to 0 5/8" iron rod set for corner; PLANE COORDINATE SYSTEM LAMBERT PROJECTION, C ZONE, AND AS » " ' et for corner ._.__ MONUMENTED ON THE GROUND. fact to a 5 . iron rods Chairman 2. THE PROPOSED BUILDING SETBACK LINE REQUIREMENTS ARE AS FOLLOWS: 20' of fi5 49 c South Z6 31 33 West. odistance / South 39"12'40" Waste a distance of 156.35 feet to a 5/8" iron rod set for corner; FRONT, 20' REAR, 15' SIDE STREET AND 5' SIDE. THE MINIMUM DISTANCE BETWEEN BUILDINGS IS 10 FEET. • d Castlegate Subdivision, Section 3, Phase 2, as recorded in 5349, Page 126, of the B.C.O.R. between this tract an g THENCE slang the common line _ 3. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT HOUSING for the following alls: 9 (PDD -H). FOR SECTION 12 THE MINIMUM LOT SIZE IS 5900 SQUARE FEET. VARIABL LOT WIDTHS. ARE REQUESTED. FOR THIS. SECTION.. THE MINIMUM. LOT 'WIDTH AT THE Sout h 56.' 06 38 distance. of 81.23 feet to a 5/8" iron rod set for corner; West, o d STREET RIGHT -OF -WAY IS LESS THAN 50' FOR .THE FOLLOWING LOT :LOTS 6, 7 30, 31 do 32. BLOCK 1. THE LOTS IN SECTION 12 WILL FEET THE REQUIREMENTS South 29'08'1.2" West, a distance of 33.01 feet to a 5/8" iron rod set for corner; OF R -1 ZONING UNLESS SPECIFIED OTHERWISE. " to a 5 8 iron rod set for corner; 4. A PORTION OF THI 3.8 feet " S TRACT 1S' WITHIN* A SPECIAL FLOOD HAZARD AREA. ACCORDING South 8'13 45 West, a distance of 8 5 / TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY PANEL NO. 48041 CO205 • t a distance of 65.64 feet to a 5/8 iron rod set corner; CERTIFICATE OF West - -2000. THE MINIMUM' FINISH' FLOOR OFF') ELEVATIONS SHOWN South 25 OS 02 W s , " d t f CITY ENGINEER D. EFFECTIVE GATE 2 rob certif that this Subdivision • Texas, he ARE 3 FEET ABOVE THE BASE FLOOD ELEVATION (BFE). " distance of 37.18 feet to a 5/8 iron rod set for corner, City Engineer of the City of College South 55 ion, Y '10 28 West, a Y I ' ' ' ' I Clt o College S ation, Tex s. "iron rod set for corner; conforms to the req uireme is of the Subdivision Regu lations of th 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT -OF -WAY LINES ARE South 85 . 53 ' 40 " Waist a distance of 70.88 feat to 0 5/8 ARC LENGTHS. South 41 '3851" West, a di stance 5 8" iron rod set for corner; e o / t c f 43.64 fee t to a 1 e � 6. NO DRIVEWAY ACCESS TO VICTORIA AVENUE IS . W South 23 55 58 West, o distance of 63.60 fee / • " t to a 5 8 iron rod set for corner, City . En inset ` 7. LOT 1, BLOCK 1 WILL BE ALLOWED DRIVEWAY ACCESS TO EITHER MIDD HAM . AVENUE OR CARLISLE COURT. LOT 34, BLOCK 1 WILL BE ALLOWED DRIVEWAY " set for corner, also being the north corner of Castlegate Section 8, as recorded ACCESS TO EITHER BELSAY AVENUE OR CARLISLE COURT. LOT 1, BLOCK WI South 18 41 57 West, a distance of 56.81 feet to a 5/8 iron rod O.R., ALLOWED DRIVEWAY ACCESS. T0. EITHER MIDDLaEIH�A►M AVENUE OR SLE COU In Vol. 5002, Page 152. of the B.C. LOT 6, BLOCK 2 WILL BE ALLOWED DRIVEWAY ACCESS TO EITHER B LSAY AVENUE OR • feet aloe the common line between this tract and said Section 8 to a 5/8" iron rod set for CARLISLE COURT. 0 1 5.84 f c f 0 THENCE South 55 59 39 West, a distance 9 c"ner, 8. THE COMMON AREAS WILL BE MAINTAINED BY A HOMEOWNERS' ASSOCIATION (HOA). • on line between this tra:.t and said Section 8 to a 5/8" iron rod' set for 9. COMMON AREA N0. 2 WILL BE (ANDS THENCE North 85'14 53' West, a distance of 1 fi8:44 feet along the comet • Subdivisions i 13 (unrecorded); t on . o b rho south corner of Castlegate Subdwision, Sec corner, all sung • said Section 13 to a 5/8" iron rod set for and a t n c 10. IRON RODS WILL BE SET AT ALL. LOT CORNERS AS REQUIRED N orth 35'11'46" West, a distance of 208.49 feet along the common line between this tract CERTIFICATE OF THE COUNTY CLERK TH ENCE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE STATI Conner;. I common line between t THENCE North 50'13 57 his tract and said Section 13 to a 5/8" iron rod set for STATE OF TEXAS West, a distance of 192.83 feet along. the • a Dint on the southeast right --of -way line of Victoria s tract also boIn the north corner of said Section 13, also being p COUNTY OF BRAZOS the southwest corner of thi 9 a Section 11 (unrecorded); rjAe._ r said count , ereby certif that thi plot together with • i s Avonuo� nd t -6'7 Cou nty Clerk, in and fo y • f lowin calls: E 20 in the line of Victoria Avenue for the following of etween this tract and said right of way in ' tee of authentication was filed for record in m office t e THENCE along the common line b certifi " Deed Records of Brazos County, Texas, i n Volume 5 � GI__. Page �.�__. North 39'4048" Easts a distance of 426.59 fact to a 5/8 iron rod set for a point of curvature, » a chord of North WIT NE SS m having a delta a n g le of 90 00 00 . an arc distance of 39.27 feet, a radius of 25.00 feet, and WIT ES y hand and official Seal, at my office in Bryan, Texas. Around a curve to the right h g .9 East. a distance. of 35.36 feet to. a.. 5/8:' iron rod. set for corner; 8+ L&C r _ • of 50.00 feet to 0 5/8" iron rod set for corner; North 39 40 48 East, a distan Irk _ P L County C ' • of 39.27 feet a radius of 25.00 feet, and a chord of North 5'19'12" Brazos Count Texas F 1 1 1 4 A- L a curve to the right having a delta angle of 90 00 00 , an arc distance . Around 9I'� a distance of 35.36 feat to a 5/8" iron rod set for corner; Waste ' CASTLEGATE SUBDIVISION North 3940'48" East. a distance of' 105:02 foot to a 5/8" iron rod set for corner; ' Around' a curve to the left having a' d�slta • angle of 1 2 47 , an arc distance of - 176.77 feet, a .radius of - 835.00 feet; and a - chord of - North 33 East, a distance of 176.44 fact to o 5/8" iron rod set for corner; . 17, Around a curve to the right having 9 a delta angle of 86 on arc distance of 37.82 feet, a radius of 25.00 feet, and a chord of North 70 !53'01." East. a distance of 34.31 feet to. a 5/8" iron. rod set for corner; CERTIFICATE OF SURVEYOR BLOCK 1, LOTS 1 - " 5 . r, e to a distance of 50 00 feet / 8" iron rod set for corner; BLOCK 2, LOTS 1 =6 North 24'13 02 East, o d rt STATE OF TEXAS t having a delta angle of 86'40' " f 3782 ft a radius of 2500 feet 01 , an arc distance o.ee, ., and a chord of Nort COUNTY OF BRAZOS STEVENSON r ROBERT STEV SURVEY A-54 , Around a curve to the igh 9 9 22'261 50 West, Q distance of 34.31 fact to 0 5/8" iron rod set f or com rn ; ' the State of Texas, hereby certify that this plat is true • COLLEGE STATION, BRAZOS COUNTY,. T EXAS I Dante Carloma no, Registered Public Surveyor No. 1562, n • " of 4968.66 feet o radius of 835.00 feet, and a chord of North 9 d a curve to the rig having a delta angle of 340 56 17 , � an arc distance v of the . ro art and that the property markers and monumen s JUNE, 20 Aroun correct and was re ared from an actual sir ey P P Y o � � g n rod set for corner; and d c prepared u� V 11'21 11 East, a distance of 276.52 feet to a 5/8 ire d were laced under m supervision on the ground ,�' sREVISED JULY, 200 P y SCALE: '38" an arc distance of 43.80 feet, a radius of 30.00 fee, an a cord of North ti 0 83 39 t d chord '�' REV NOVEM 2003 Around a curve to the right having a delta angle f . r als be ing point on the south ri line of State Highway 40, y� t�•,''Si .0 rw 43"39'09 East, a distance of 40.02 feet to a 5/8 " iron rod' set for come , s 9 a P ___. ._. ---- - �► i as OWNER D E V E LO P E : ENGINEER. taaj. ao recorded in Vol. 3925, Page 65, of the B.C.O.R., Dante Ca omagn R.P.L. 562 l��,fJ•! �' ��a. .,; . �� • � P rairie Investors, Ltd. Greens " a istance of 519.64 feet alon the common line between this tract and said right-of-way line to the PLACE OF NC North a5 28 58 East, d 9 THENCE ��,�� i;;�,;; , .� , « by Greens Prairie Associates, LLC G containing in 755,.881 squar are fact or 17.3526 acres. ' `.��.ti�� . �� o►'�.� "�;� 4490 Castlegate Drive ON TE KC 4EGwNNIN 9 q �.''�'`� ,• :, w ;r College Station, TX 77845 ``�i� =: �y �--• 'Contractors �. General SURVEYOR: Dante Carlomagno, RPLS No. 1562 Ginger L . Urso, P.E. CARLOMAGNO Surv eying. Inc. 1707 Graham Road 2714 Finfea #her Road College Station Texas 77845 Doc Bryan TX � k Vo l V o 1 R 77801 9 1340414 OR 5779 116 7 75-2873 (979) 690 -7711 O� (979) __ SHEET 2 OF 2 LINE TABLE, .CONY. LINE . :: LENGTH BEARING L28 81.23' S56'06'38:"W L29 . 33:01'' S29'08'1 2"W UNE TABLE 83;85'. S08' 13'45"W L31 65.64' S25'08'02' W -: 37.18' S55' 10'28'V L33 70:88' 58553'40 "W L34 p CURVE p TABLE L35 63.60' - - .S23`55'58 'W . L36. =. ' 56.81' LINE .;: T '.LENG H BEARING. I S55'59'39 "W L38 9.,25' < CURVE LENGTH RADIUS S61' 16' 10 "E DELTA 85:33' TANGENT CHORD CHORD- BEARING H ...... L42 L1 ;' 50.00 ,: N39 4048 E „ 28.35 'N39 "E - L44 17.53' N 61716' 10"W L45 _ 9.25' 'N65'46'58 "W L46 20 :00' N04'31'02 "W L47 .24'.20 N 13' 1 E L2 105.02 :: N39'40 48 E L49 30.00 SO4 31 02 E C1 39:27 25.00 - L51 90 00 OD N7526'38 "E i 25:pp 35.36 N8 4 40 48 E _ ,..: :1-0:03 L3 _ ,:..50.00 N24 i 3'02"E C2 39:27 25.00 ' 90 0000 ': 25 00 35.36 N05 19 12 'iN. ; L4 .. 39 51 S20 1.3'29'!E . , C3 176.77 835.00 1207 47 88. 176:44 _ N33 3fi_54 E .. ......: ...,.. .. ..... , 31.36 . !' : __... S29 58 C4 > 37.82 25 00 86 40 01 - _: 23.59 34.31 N70' 53 01 E , _ _ L6 22.05.. - ;, 543 28 29.E C5 37.82 , 25.00 , - 86 40 Qi ., 23:59 34.31 N22 26 58"W - ,., . ; L7 4272 ':6: -. 18 , 5p » W .-St 6718'50"W C6 - t 277.80 t 835.00 » 19 03 43 , _ :140.20_ 7 2 6.52 N11 21 .1 ,1 .E ` ,. L8 , , 40,38 _ 582 10 15 W. C7 43.80 30.00:... 83 39 38 L 26:85 40.02 .. N43 39.09 E ::. L9. .. 90:34: > !, S72 - C8 41:35 ` 525.00 - 4 30 48 20:69 41.34:. S63 3.1 34 E ,, <, :.. .. _ _,L10 ,. ':24.84 -. .. S01 :31: 21 E , C9 39 :27 25.00 90.00 00 - ,:25 :00 35 3 6 N73.43 50 E .., L11 . -, 78.0 1 51.5 d5 38 E. _ C10 . - 17828 > 275A0 t 37 08 38 92 :40 �. 1 75.17 N47 1$ 09 E :, - Li 2 : _: 49.91 S3'11* 02'50"E C1 1 18:59 25.04: 42 35 56 9:75 18.1:fi, _ N44 34 30 E _ ,113 27:86 . ;546 ' - a _ C1'2 , , 240.61 f 50.p0 , 275 43 27 45.24: „ ..67.09. .: 1 5.1 44 E S 8 ; > > : _ ,. ' .L14 ._. _ ,, 52 03 , „ 50417.48 W C13 24.33.. 25.00 55'46 13 23 . 23.3g _ _ 0 ''W N88 53 8 _ L15 52:35 S46'32 53 W C14 _ > 135 ,47 225,00 34 29 5 4 69:86' 133,44 , 545 5 847"W. - _ .. _ . . .L16 ,_ 50.49 .: , ,, „ S47.40 22 W ` C15 > ' 157:66 825.00 10 56 59 79.07 _ � i'S7.42 . _ .. .. 534 12 1 9"IN ;. _ L17 , >. 96.41 _ - » ; 516 29 35 E ... , !. C16 21.03 25.00 48 1 1 23 _ 11. i 8 _ 20.41 _ - '. 515.35 07 W .. 1 L 8 : .. 55.71 ..: S43 31 .51 .W. X17 241':19 50.00 276'2246 44 :72 66.67 1 N50 19 2 'W _. _ Lig 52.77 - ,, f , N70,15 12'W. C18 21.03 25.00 481 -1 23 11.18 20.41 _:. N63 L20'; > 68 :12 • ; , ,f 57859,06 W _ C19 _ 9. 7 3 2 25 .00 .„ 90 00 00 _ 25:00 ,. 35.36. ;. > N05 .19 12.'W. , L21 . , 19.58 ., „ S3p 4. 3,04 W C20 39.27. 25.00 90 00 00, 25A0- 35.36 ., _ » ., N8 40.48..E ,. 4 _ 1-22 ,_ 46:57 , • S16 25' .37 „ E C21 148.11 775.00 10 56 59 74:28: 147:88 .T N341:219.E .. _ L23 . , ,_ . 40.45 „ -S60 22 03 E - , C22 39.27 25.00 90 00 00 .. 25 - 35.36. 6 1 1 d"W N1 6 •::;.. ;L24 : , ; 26.58 .. , „ 504 18 58 E C23 37.42 475.00 4 30 48 1..8.72 37.41 ,: N63!,31'3,4!* L25 69:52 501 2235 n E - L26. 665:49 - S26'3:1.33'W LINE TABLE, .CONY. LINE . :: LENGTH BEARING L28 81.23' S56'06'38:"W L29 . 33:01'' S29'08'1 2"W L30 83;85'. S08' 13'45"W L31 65.64' S25'08'02' W L32 37.18' S55' 10'28'V L33 70:88' 58553'40 "W L34 43:64' S41'38'51 "W L35 63.60' - - .S23`55'58 'W . L36. =. ' 56.81' Sl8'41'57 "W L37 1.05.84' I S55'59'39 "W L38 9.,25' < S65'46'58 "E 17.53' S61' 16' 10 "E L40 85:33' N28'43'50 "E L41 " 80.00', N50' 19'1 2"W L42 80.00' S50'1 9'12"E L43 28.35 'N39 "E - L44 17.53' N 61716' 10"W L45 _ 9.25' 'N65'46'58 "W L46 20 :00' N04'31'02 "W L47 .24'.20 N 13' 1 E L48 20.99' N1 fl 1'06 "E. L49 30.00 SO4 31 02 E L50 26.83' 05'26'38"E L51 20.90' - N7526'38 "E L52 20.32' N29'31''09 "E L 53. : :1-0:03 „ - N81 9 E