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HomeMy WebLinkAboutDrawingsfl IN �r r •- ui 1 MM MM i II II n II N d H F IaF- / ' y 0 o \ U n , rn M Q, ±� LO CL rn UUU r,: a � I I � v I� I ' N LI I� Set 5 j/ V1250 T.p 11.79 Rip —rap ro (mZOlb pi s) To— 312.501 ( of T. T, Tp�31 1 :87. \` I T Ti Project Location �61 CR / su / � An r 8 a 3 't9 / 'POD, •C � i mm �r r •- ui 1 MM MM i II II n II M n II q ►� ►° H H F IaF- / U a V) U n , rn Q, CL rn UUU r,: i — ®4 Cc All 4 �r - - - .. ,f Fnd 1/2" I/R S .Proposed - Son.Swr.M /H I Power P o wr.M /H A L UNIVERSITY PARK PHASE i / / s� \ BLOCK E _ " \t N8 °p s f S' S owes o 8 4 ps r . - - e ( qct. x 20 er Ine nd. 5/$ " } " o / (s2g 0 ,32 s` n 8 ° 2 / Seale : - 1 — 40 C US a / me t�k s� p z '29n e =�_ Sp 4 1 r(q�, & / LOT 6 20 p = Plan) \ s blic utility EQ-_ / Fnd. 1/2" I/R / / g er)t (Plot) Power Pole a /8n I/R Z ROSSCO CHIMNEY HILL, INC., t,0� / S / UNIVERSITY PARK PHASE II BLOCK "V" – LOT 2 + 3.74 Acres ` / / _ i " o- (3216/114) _ / / / / ROSSCO HOLDINGS; INC., Fire Hydra {\ I / / , / " Q UNIVERSITY PARK PHASE II N a o / T 3E // ( �. BLOCK U - – LOTS 4 -9 UJ / / 2.00 ACRE TRACT / N " Ln °' / �, (1216/37) Ln — 1 LOT 5 24' /{'n'vafF Access Ea �ent o _ ~ w ( 433/30) / f N ° { Public Utility Easement " `•'a° " F. Hydrant (5431/49 & 5433/30) - / valve Fnd. 5/8 "" I/R, W / cap " / N 68 °53'26" E 238.89'(Act.) Ind. 1/2" I/R s es "ss 2s° W - 179.89'(ACt.) E — nd. 1/2 I/R \ Power Pole ti Q ot / cp { Q ��" f I - Ga { LOT 3F f Q _ 6 y , — 0.51 ACRE TRACT ° LOT 4 " 1 - W rN LOT 3D-R / 1.06 ACRE TRA , i l I / / " I i a \ U-) — — Son.Swr.M /H Fred. 5/8" I/R / o o .: 1 S 68 0 45'42" W - 180.03'(Act.& Plat) I " / 0, 0 / - ,\ Fnd. 1/2" I/R ¢ 1 in Concrete LLJ W LOT 3 M corcr� Fri Are-3 o Z Set 5/8" I/R 1 I I / / o / / u STATE FARM MUTUAL AUTO INS. CO. w /cap _ _ _ _ _ _ _. / _ _ — — — — — •° UNIVERSITY PARK PHASE II I . e s S 6$ °55'33" W - 240.31(Atz a BLOCK "V" — LOT 3A Set 8;" - I /R 1.32 Acres Son M/H / / ° (856/499 & 1107/068) I Plat Bearing used as Basis of Bearing E t� w • CERTIFICAT OF THE SURVEYOR °� v � E' t N - f Donald D. Garrett Re isterd Professional. Land Survey -No .2972 in the State of Texas, do -- r o 9 m V) hereby certify that this plat is true and correct and was prepared from an actual survey of the ° i., . to I N property made on the ground under my supervision on June 5, 2003. 1 further certify that no 1 I 1 N I improvements on this property encroach on adjacent property nor do any improvements on adjacent LO* 3C- property encroach on this property, except as shown. This propp4y does not lie within the 100 year flood hazard area as established by Federal Emergenp 'Mani" 9"1 it- - Agency, flood Insurance Rate g ' 1.38 ACRE TRACT / - q 7., Map Community Panel No.48041C0942 Q Effectivg' alts duty 2 199 1 a / / / • °�. ;F 'S7 1 S t / \ 1 - 61 t�l r r6tt & w c's No,2972 / 2 Y i d { ° W . 1 50' Privatc\ Access Easement n 1 Of \ / GTE M/H / , / Fnd. 5/8" I/R ®5 T -- I light /Foie Existing 12" Water Line Tei.eox '< ate — Fnd. 1/2" /R er ront - P. o. B / •:, s , . •, . . �� - ' Concrete 9:dewai ° � - , , 9 1 Inlet , Box • - • a16e M/H - - REFERENCE BEARING & 2VS A / ° college Station GPS Monumerd No� \ � S 68 � W - 240.5 5'� —)- S54 °392f1 "W- 1721.31feet J' 5S3 - 240.00 _ AJ MUSE 11 S 68 Volume 5431, Page 49 Richard Carter League, A -8 U [N W B TV © College (O Station, Brazos County, Texas I �1 Scale 1" = 40' December 2003 140.00 Ft. Right —of —Way Width PRE Jlm woods P FOR: 1 • C nct eke avers r--r r Pavement - - JHW Gem I Contractors nr�mm Er T rw r.+rTrTTT 1 1 de Asphalt V e n 1 P.o.Box lozzo 7 uARn� 11 1v GL1d�r.nu3G 64.00 Ft. W College Station, TX 77840 , ( eoamtrUns &wineertng k Lena sarraying r Telephone: (979) 693 -1617 ' 4H4 Carter croak Pkiiy SM 108, Brien. E 77862 J I (979) 777 -6967 - - ¢�xoososaosua.owc Fax: (979) 846 -9133 IJ VHJL u,ns IN S UIAA PHAA 0 Joy ICAMS Ulgjj, OAa u®jjo xa - Jojs ji0 Z -G 1J t t" field sly; 0160,4 q sey arogelapisuou 6uueaul6us jadard;eyl dpueo A4aiey Op 'sexel Jo ale7S ay? ut '662'it "0N J9e016u3 /euo/ssajcud Pe1Sr6a�l 'paue0 p/euot7 y e 833N1JN3 3Hl d0 31VDI:4112130 r/y Z1BZ'oN, S'7'a!'7J'�eyBcJ PI�`doQ r i II asvIla ma-va uisuamma � 3 �s�s w 1 i i t osn� Z n Nt s uol ua o a uo ue 6u e� eu 0� Su n ,av uv � d d P OI �' . )P OM p P �jdaixLIO�j JO ddOj�j • / a as uo a M �£ a C p . T. 6u e.l ue 6u a �� / .P J p .� d (Z GO dox T. 1 tC] o � to aul - t X M as e . A V L =d1 0 L •Z 09 C!—d £col 88'Z L 11 l g L�TI O£ Z � ®d 1 _ o D o W O O' Z L �d 1 OS'Z L col r _ I I -S .iaa;o you__ tu 00' 1 A od , 6S'Z P 1. 11 l L�TI T -O IVID •,UH:4dO 'dd AHl d0 JNINOZ 1Nmi2illO _ o D _ g£ I £�5 � ) P, w I ' s U04BA913 a D d BadO � 90 Z rt W z e �n s8� sp�oen e41 usennleg �ue3 pt(LIS� p41 uo }108 111 V �E 1 071 3 a as 10'I- xa 0'IH - o o �ewoo see a �eeu enu ►sjeniu o • • seen ou e u ug�PH aJ� �oeA e4i 1 I 4� 4 �. t13 M d 2! 1 411 4� !; A _ ' 7 II 5[S -VIia XHVd A.LIS2IaA Nfl a CD ° drgs,�auaBd pueZ i��tsaaetun �12it/W HN88 3l IS D A.. St,iaiaaao;� ao AWN CD h N 6upeag jo slseg se pass 6upeag jeld �OZ - « t. , IavS I I _ N ^yw t STANDARD DETAIL SHEETS ON -SITE DURING CONSTRUCTION. ii O m I � I I v1 SCALE: 1 „ _ 30' ". w EXISTING FIRE HYDRANT , '; EXISTING CONCRETE SIDEWALK ': , t X ?T S Q . 1 Z > 1/2 0 IRON 'ROD k . STA.O +00' INSTALL, PROPOSED 12" X 8 {� Z (fl W 1.1. < V)� W E - 0 10 40 160 •', 5 . - WU6 - 20 80 - X12" M.J. TAPPING 'SADDLE WITH 8" M.J. TAPPING m0oW PROPOSED SANITARY SEWER IMPROVEMENTS a (SCALE IN FEET) N + 4 8 GATE VALVE AND BOX • BEGIN "PROPOSED s - j GENERAL NOTES: 310 310 j I zw R -- 8 "0 C9OO -CLASS 200 P.V.C. WATER PROPOSED WATER IMPROVEMENTS - - - -- — - — — + _ - O :! FOR CONSTRUCTION OF UTILITIES WITHIN - SUBDIVISIONS. Q wOE Z �m a Q 2. LINE FL .EXISTING 12 "o311.76 Q O ` THE EXACT DEPTH AND LOCATION OF ALL EXISTING UNDERGROUND U i UTILITIES WITHIN THE PROJECT AREA PRIOR TO COMMENCING O 0 Z N A'B WORK ACTIVITIES. 3 0 3. I I o ' _j WITH TEXDOT SPECIFICATIONS. m CL _ O •Z W a ' THE CONTRACTOR MUST HAVE A COPY OF CITY OF COLLEGE STATION EXISTING NATURAL GROUND ALONG CL S ANITARY SEWER LINE PROPOSED 8 0 SAN AR EWE NE ' CONCRETE PAVEMENT MAY BE OPEN CUT U - U Om > O aA f _j U { PROVIDED IT IS REPLACED TO EQUAL OR BETTER CONDITION ' 305 0�M La zo2pz ',MAY 1 EXISTING 12 "0 WATER LINE 305 M O a W _---- CONCRETE PAVEMENT BE OPEN CUT I 320 320 p I` a Om II-- PROVIDED IT IS REPLACED TO EQUAL OR - — — - — - — - — - N NN�li — ,/• - I � ~ EXISTING UND :• RGROUND.TELEPHONE 300 300 { CABLE - CONTACTOR MUST VERIFY — — I I EXACT DEPTH & LOCATION PRIOR TO I EXILI NG UNDERGROUND TELEPHONE COMMENCING WORK ACTIVITIES 3 1 5 315 { I 0 __ CABLE - CONTACTOR MU VERIFY ST -EXAG. BEf�TI F Fr96AT 9N 1�RI9R -T8 - - -- { ° I M COMMENCING WORK ACTIVITIES { `I F- PROPERTY 'LINE 295 295 310 g -30 RL — – N In — o , m X N WT 310 g'!0 ER NEB +1 .0% — P.V.C. WATER LINE a '�' I M PROPOSED SEW a m M N a SAN SAN U W W' o M co F- W I ° N co I aN is & �O w a 3 a Y 290 - i LL 0 w! U m o ° �, N W: vT : a ° ^ W;N to a 0, 0 Q It X °N 305 305 a N O.a a ri m a'.f a ui 0 it �'N a:m K' pj� �!N p'm x'N p m 0 : p'a aiMd o t a m OJ _j IL N a U �N a'� a lI 'N alp a p a' g a' II al I, Z w rl, g ou,z LL �;3 �' �' M 3 3 N N ; N Q N UX O UJ +iZ O I,. to ° I + 0 (n O N ° + +, O + 7d O + 3 M O I + M 0 q + a O + ! a ? o SCALE: IL o d!m N d'� N N d, ul 3 3 1.. = 5' VERTICAL o I-> a 1" = 5' VERTICAL d s Fs � dim m m �nlm!m �i;m In m m d'9 iim F s m m /_ Inlro d Z . ;as w sc�m0 .� mIOD co Z w - I i �I Z I i 1/2" 0 IRON ROD , STANDARD DETAIL SHEETS ON -SITE DURING CONSTRUCTION. ii O m I � I I v1 SCALE: 1 „ _ 30' ". W , t X ?T S Q . NOM O {� Z (fl W 1.1. < V)� W E - 0 10 40 160 •', 5 . - i 5 20 80 o m0oW PROPOSED SANITARY SEWER IMPROVEMENTS a (SCALE IN FEET) + 4 8 s - j GENERAL NOTES: 310 310 j I zw R -- ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY PROPOSED WATER IMPROVEMENTS - - - -- — - — — + _ - O FOR CONSTRUCTION OF UTILITIES WITHIN - SUBDIVISIONS. Q wOE Z �m a Q 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY Q O ` THE EXACT DEPTH AND LOCATION OF ALL EXISTING UNDERGROUND U i UTILITIES WITHIN THE PROJECT AREA PRIOR TO COMMENCING O 0 Z N A'B WORK ACTIVITIES. 3 0 3. I I o ' _j WITH TEXDOT SPECIFICATIONS. m CL _ O •Z W a ' THE CONTRACTOR MUST HAVE A COPY OF CITY OF COLLEGE STATION EXISTING NATURAL GROUND ALONG CL S ANITARY SEWER LINE PROPOSED 8 0 SAN AR EWE NE ' CONCRETE PAVEMENT MAY BE OPEN CUT U - U Om > O aA f _j U { PROVIDED IT IS REPLACED TO EQUAL OR BETTER CONDITION ' 305 0�M La zo2pz ',MAY 305 M O a W _---- CONCRETE PAVEMENT BE OPEN CUT I 320 320 p I` a Om II-- PROVIDED IT IS REPLACED TO EQUAL OR - — — - — - — - — - N NN�li — ,/• EXISTING NATURAL GROUND ALONG! CL PROPOSED 8 "0 WATER LINE 300 300 — — I EXILI NG UNDERGROUND TELEPHONE 3 1 5 315 0 __ CABLE - CONTACTOR MU VERIFY ST -EXAG. BEf�TI F Fr96AT 9N 1�RI9R -T8 - - -- { ° j M COMMENCING WORK ACTIVITIES { I M 295 295 310 g -30 RL — – N In — o , m X N WT 310 g'!0 ER NEB +1 .0% — P.V.C. WATER LINE a '�' I M PROPOSED SEW a m M N a SAN SAN U W W' o M co W I ° N co I aN is & �O w a 3 a Y 290 290 0 w! U m ° ° �, N W: vT : a ° ^ W;N to a 0, 0 Q It X °N 305 305 a N O.a a ri m a'.f a ui 0 it �'N a:m K' pj� �!N p'm x'N p m 0 : p'a aiMd o t a m OJ _j IL N a U �N a'� a lI 'N alp a p a' g a' II al I, Z w rl, g ou,z LL �;3 �' �' M 3 3 N N ; N Q N UX O UJ +iZ O I,. to ° I + 0 (n O N ° + +, O + 7d O + 3 M O I + M 0 q + a O + ! a ? o SCALE: 1 " = 30' HORIZONTAL o d!m N d'� N N d, ul 3 3 1.. = 5' VERTICAL o I-> a 1" = 5' VERTICAL d s Fs � dim m m �nlm!m �i;m In m STANDARD DETAIL SHEETS ON -SITE DURING CONSTRUCTION. ii N m � I I v1 SCALE: 1 „ _ 30' ". J , X ?T S Q . NOM O {� Z (fl W 1.1. < V)� W E - 0 10 40 160 z O U W (n I Y L n 5 . - i 5 20 80 : I, a (SCALE IN FEET) + 4 8 s - j GENERAL NOTES: 325 j I 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY PROPOSED WATER IMPROVEMENTS �I W + ra N OF COLLEGE STATION STANDARD DETAILS AND SPECIFICATIONS — + _ - O FOR CONSTRUCTION OF UTILITIES WITHIN - SUBDIVISIONS. N a0 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY Q O THE EXACT DEPTH AND LOCATION OF ALL EXISTING UNDERGROUND U i UTILITIES WITHIN THE PROJECT AREA PRIOR TO COMMENCING , WORK ACTIVITIES. 3 0 3. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL CONSISTANT o ' _j WITH TEXDOT SPECIFICATIONS. 4. THE CONTRACTOR MUST HAVE A COPY OF CITY OF COLLEGE STATION STANDARD DETAIL SHEETS ON -SITE DURING CONSTRUCTION. ii N m � I v1 J , X Q W / n J O {� Z (fl W 1.1. < V)� W E - O Q O a_ Li > Y U m M ��0 z O U W (n I Y L n � OU O � co i ?® a a 8 325 R Z� ct: PROPOSED WATER IMPROVEMENTS �I W + ra N — + _ - O 325 N a0 Q O U N CL 3 0 o _j OU m U CONCRETE PAVEMENT MAY BE OPEN CUT U w '.. > aivm _j U PROVIDED IT IS REPLACED TO EQUAL OR BETTER CONDITION ' ',MAY M O a CONCRETE PAVEMENT BE OPEN CUT I 320 320 p I` N C M PROVIDED IT IS REPLACED TO EQUAL OR - — — - — - — - — - NC9tp — ,/• EXISTING NATURAL GROUND ALONG! CL PROPOSED 8 "0 WATER LINE i EXILI NG UNDERGROUND TELEPHONE 3 1 5 315 __ CABLE - CONTACTOR MU VERIFY ST -EXAG. BEf�TI F Fr96AT 9N 1�RI9R -T8 - - -- j COMMENCING WORK ACTIVITIES 310 i . " — o , m X (� aW _ tn 310 �7P (5TJEB — P.V.C. WATER LINE o a N I M a W lo, a e ] co W W�N '� w'.N Nlw W a w a 3 a Y 0 w! U m - W:.a "'m W' �' - N to a ° In rn ° W: vT : a ° ^ W;N to a 0, m a +i x- p, ° < Q It X °N 305 305 i' r _j ° 'Z a'w a w ajw a'w a:w ° w Z a !W x g ou,z w ; = w ' = w j J.Z Il l� J ti u_ ti. Q N UX M . , K p:x N w oO, It 0 w Oo;W 30' H SCALE: 1 " = ORIZONTAL ? o a�OW p F): 3 a' 3 N 3 3 3 1.. = 5' VERTICAL o I-> a d s Fs m d'9 iim F s m m /_ Inlro d Z . ;as w sc�m0 .� mIOD co N I v1 BENCH MARK: X TOP OF MANHOLE LOCATED APPROXIMATELY 172' SOUTHEAST OF THE NORTHWEST CORNER OF SUBJECT SITE. ELEVATION = 289.50 W / n J O w ~ 1.1. < V)� W E - O Q O a_ Li > Y U m M ��0 z O U W (n I Y L n � OU O � co i