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HomeMy WebLinkAboutDrawingsI III IR /_.� Z 4, (KIT) 4 C CERTIFICATE OF 0 AND DEC "AIE or TEXAS COUN Gk WAZOS on OR- ­j D-MOP- -f the t-A S M. jenont, Prcsidrt lf T­ 1,04 end T(Reon- 44 P-9- 216 .1 o f Imd !BaWn on thX Pin Z�2 N..- 1 & 2. EIIo6 1 .1 the Llb.tY the affleid r­d% a". III n y . IF.Woy 'I : f Meg. StWo., 1-0s. cEnd -h .. d pobill. P-- DI 11 1 :-==tN­F` EN. N LOT 2 B LOCK I 7.70i TZRI;�S 20 teo� 7 AF PL"'-j ' Cn A AUTSC- ANU jF _. - T11- DART , TRACT IKIL. 5,64, 3 t226 /W Z., c- I 13 srATS OF IELAE COUN� OF BRAZOS S.I. F. - In kn IF th. ond ... j1pd ..th-ly- Th",,Ty P"_- wd ­ to U :h... ­ th- .,.Led. IS: I P . To .­N,d 0 -n. f� th 0­ -do Hy h-d end ra 2 0& CERTIFIC& 'I� or OWAEN�141P AND DE-AMUN STATE OF TEXA� C0jjNTry` OF RRAZOS GWA " I M�Lcrd. P­Iode�t .1 -d d.vSn-I-d �Fvt on e'. S.bdm- Ph ... 3. W he (fit, of Coll IT in ". . a,.,, 1 .1 IF. _Ob Fte.t.. h. " 1.6 U` the p Zd p't'ie t SIN,ton. T..-. TinO -h -_ Ied HIL 5h_n fi, t" �J� em�w, P.R., ee-en n IFLwk EX... IN ef- FE "p-ed, Tr _U , .1 .A!O'l jin-y IT WC.,d kn..n He ,_ _� tH. ,eW­pd IhN d.Y P­ 1'e"'..1, on. -�­ 1, 1.4ged I. th-t I. the ore; the c­-0- UT.- lite"'. he ­,'" the or,d, 1 -d - P PLAI REPLAT & FINAL I Fi IT, D C- // , ",\\ ARE WED ON TH rio,_ PLALT DATLO — EST PHASE 3 11W :0 60� SCALE; 1` OR1, KAT H�AL FLAT $OUTHW�$T CRC)SISING PHASF- THRIZ� LQTj,BILOCK7 VOL, CZ�9, PG, W r 'ERTII Or THE COUNry CLERK STATE LIE I CGXjNjy OF BRAZOS I 4,._W ' --: Coo-EY CRIR� I' end I- tgd f. - - jZ161 of "' .-tity th.t Us p ,, ztZ tQq With its R at " In the Deed 1 TeRerd y �� dn P.q. R"­"` .1 Br e C w VL ITNI WFTWESS rny Fund -4 SRR t _ .(F.. . ERyqH. xpioRcv OF pLAMIN ON � ZOWNG COWAR" G.-INIon of ChoWnT.o of 0 pjUnnj on Z. wif, t'. InT. City . 101119 the day 0, __J:�­_ I E.,,. PuKc =I mpo"m m USU.4Rr CERTIFICATE OF Uly cmCINktR h-by �eTtdy th.1. R. of cit E 01 CRAII t, IF, -I the Sobdyw_ the city -f C...g. stiai_. 7- ar.HT-OF ICATION I THE SCAR P , A RE, Rwi, DUCIEMATE �AQ L:L:. � -I- Doc Sk ega!5ge96 OR 6128 IS CURREMM, ZCH C -t COMMERCIAL AND A-P ADMiNISTRATA-PROIESS e� 2 1 HIS PROPERTY 4, DW%ERsw Or = To 4128,'PG, 339, VOL 44-N5 /K� 216. AND V"L D 15 D FI IN Or BRAZOS COUNTY Et CCORDS O fRopERv Fm 4j,A3/VG 26tF OF IAL POINTS UNLESS OT�ERIWISE NOTED 0,,: J,," 22, ' 4 IRDN RODS W B SET AT ALL LOT CO p NE pS A MOLE RT L TG FLOOD 02AR'L AREA ACCORON TO I"c I"100 5. No FORTLON Of THIS THAD 1 6 WITHIN A PANEL NO ,CC," C EFEECIITL WE lLV. 11�� WOuIT LOT I R., BLOCK 7 CROSSNG _ASF THIR" ,SRAjECL RATE MAP (F I-1-`0 , COM ALOAIX� HE ERCONDMy OR R,OPr-Of WAY ONES ARE QtC LENCIVIS OUTHI*ST I L' 01ii Aa�U ZONED A� - 4. fIF p I & 2 OF BIOC FOR SIC,,� , , GTI PLOT." FCLLOWS� 25 FRONT, 15' SIDE 1 4JILLCI� 7 5" _1C FOR THIS PROPERTY ARE AS OF, a WILDING SETBACKS w" 2 AND 15 REAR. OR LOT 1, BLOCK I 1763 ACRES Ie y 4 C CERTIFICATE OF 0 AND DEC "AIE or TEXAS COUN Gk WAZOS on OR- ­j D-MOP- -f the t-A S M. jenont, Prcsidrt lf T­ 1,04 end T(Reon- 44 P-9- 216 .1 o f Imd !BaWn on thX Pin Z�2 N..- 1 & 2. EIIo6 1 .1 the Llb.tY the affleid r­d% a". III n y . IF.Woy 'I : f Meg. StWo., 1-0s. cEnd -h .. d pobill. P-- DI 11 1 :-==tN­F` EN. N LOT 2 B LOCK I 7.70i TZRI;�S 20 teo� 7 AF PL"'-j ' Cn A AUTSC- ANU jF _. - T11- DART , TRACT IKIL. 5,64, 3 t226 /W Z., c- I 13 srATS OF IELAE COUN� OF BRAZOS S.I. F. - In kn IF th. ond ... j1pd ..th-ly- Th",,Ty P"_- wd ­ to U :h... ­ th- .,.Led. IS: I P . To .­N,d 0 -n. f� th 0­ -do Hy h-d end ra 2 0& CERTIFIC& 'I� or OWAEN�141P AND DE-AMUN STATE OF TEXA� C0jjNTry` OF RRAZOS GWA " I M�Lcrd. P­Iode�t .1 -d d.vSn-I-d �Fvt on e'. S.bdm- Ph ... 3. W he (fit, of Coll IT in ". . a,.,, 1 .1 IF. _Ob Fte.t.. h. " 1.6 U` the p Zd p't'ie t SIN,ton. T..-. TinO -h -_ Ied HIL 5h_n fi, t" �J� em�w, P.R., ee-en n IFLwk EX... IN ef- FE "p-ed, Tr _U , .1 .A!O'l jin-y IT WC.,d kn..n He ,_ _� tH. ,eW­pd IhN d.Y P­ 1'e"'..1, on. -�­ 1, 1.4ged I. th-t I. the ore; the c­-0- UT.- lite"'. he ­,'" the or,d, 1 -d - P PLAI REPLAT & FINAL I Fi IT, D C- // , ",\\ ARE WED ON TH rio,_ PLALT DATLO — EST PHASE 3 11W :0 60� SCALE; 1` OR1, KAT H�AL FLAT $OUTHW�$T CRC)SISING PHASF- THRIZ� LQTj,BILOCK7 VOL, CZ�9, PG, W r 'ERTII Or THE COUNry CLERK STATE LIE I CGXjNjy OF BRAZOS I 4,._W ' --: Coo-EY CRIR� I' end I- tgd f. - - jZ161 of "' .-tity th.t Us p ,, ztZ tQq With its R at " In the Deed 1 TeRerd y �� dn P.q. R"­"` .1 Br e C w VL ITNI WFTWESS rny Fund -4 SRR t _ .(F.. . ERyqH. xpioRcv OF pLAMIN ON � ZOWNG COWAR" G.-INIon of ChoWnT.o of 0 pjUnnj on Z. wif, t'. InT. City . 101119 the day 0, __J:�­_ I E.,,. PuKc =I mpo"m m USU.4Rr CERTIFICATE OF Uly cmCINktR h-by �eTtdy th.1. R. of cit E 01 CRAII t, IF, -I the Sobdyw_ the city -f C...g. stiai_. METES AND B OOK DESCRIPTION OF A , RUNE WO RE ' 1OR LEAGUE, A 46 EGAN COLL GL ITATIOEL� BRAZOS C OUNTY ' TEXAS IND LYING AND BEING S' TUA ' EUl" LA BAD T EILI METES AND BOUN Dr�jkjprl,­ OF THAT CKRT TRACT OR PARCEL OF 'OUNTe TEXAS sout) T ' 'T't`CN=" E THE PRIFF AD T ALL 669 AS THE BE LEC R4 C T To 0 5 COU aw OU .......... .... OUTH T ME G` s U WEST PARKWAY FOR A DISTANCE OF 205 94 FEET C WO E F SAO LOT I vID TH THENCE. N 42' 0 1' 22' F F C -O" TH S EAS r" ROOTH E WEST CORNER OF SAID TO A q i.CH RON ROD LNO NAPKIN PIE R m CORN 7 223 AO'RE TRACT� CC , LINE OF SOUTPWES' FMKWAY FOR THE 0LLO*`w1 CALLS THENI Nj;NUIN ALLNO THE SOUTHEAST N 39' 4,5' 29* E fUN A DISTAN OF ZELI� FEET 10 � CONCRETE RIGHT �WAY MARKER FOUND; - CONCRETE Rj CHj_OT_wX( MARKER fQIJND; N 51 33' 41' E FOR A DISTANCE OF 355,11 FEET TO A N 9' 1 04' 53 E FOR A DIST OF 2BI 65 FEET TO A CO&CRETE FIGHT - OF -WAY MARKER FOUND ON THE 6 AMCE WjOTH N 0 W ) MOKING THE NORTH COMER OF SAID 7 2 SOUTH,MEST ERE OF STATE E,GPNeAi( NO 6 (VARIABLE ACRE TRAOT, F STATE HIGHWAY NO. 6 FOR A OISTANCE OF 5% THENCIE� S 3er 41' 21' E ING THE SOUTHWEST UNE "' KING THE EAST CORNIER OF SAID � -RE TRACr AND ' THE ' 110 BY A DEED G S TEPHEN A W.DSON AND 'AN 4 FEET TO A DESCH 15FD PAGE 113�01` TH � RECOROS OF OF TRACT E DiFICAL PUEEL CORIBE R A T E ND 6" 14 VOLUME 376 E&DJAC,QA_ MADISON. FRUSTEES� RECORDED BRAZOS CaUmTt, IEXA$; HE COMMON UNE OF SXQ 223 ACRE TRACT AND SAID 9,143 A TRACT THFNED�. S 47 LEI' Zl' W ALONGBII.CN, A h JNCK ERC ROD FOUFIC M ARRING ' SOUTH COMER OF I ORNER OF SAID LOT 1� ,3783,/113) Fop 4 UISTMCE Of OPEC TO SAID 'F2_23 AD RE TRACT AND THE EAST ONE LF SAID LU All," :T 7 ,1711 . 1" 1 I, AND _D 9 1- ER Ur IRON ROD FOU 0 _�T _., . 3 BE OR D, C 1'14 FEE (M , 'C 4 A THENCE S 'rr 08' 17* W ALI � U TG A AD LE OF I, F )1AN 7.E TRACI AS TRAG ORTH 'ON A I 'ALI I) , IA UM, .S� P, , (� �"" 0 . MA RAG TPG IM� U __N, �u WFE. HENRY RECORDED GO RECORDS Of -AZO ' C ON 9 143 ACRE EXACT _0 OUb/625) e - OF SAID T ICTI F U`N' 1".,, 0 ED, I ,1 . 2 , Ty AL N uril N. , C . Or IN _ R-ER THENECE: OF 'i, INUN Poo k OUN P VOLUME 2 'ACE 257 FOR A DISTANCE ORD4NG TO EAT RECORDED IN .154, Nk ACC CERISIC-TE C* SU"E'yak THE EAST CGH CCLIN7. TEXA STATE Or FE0, OF w QFRCLU yHF CO M E OF SAID LOT AM WINDSOR POINTE FOR A, DISTANCE F e THEFITGF� N 47 56' 02 ' W ALONG 0 LOT 2� BLOCK 7, SOUTRIVES' OUNT a BRAZOS > UUct this t tTI F EET To A % INCH tRON Ron FOUND MIMRAING THE EAST CORNER OF SAO 45 t.t. f F,"R.", . PHASE THRM st­d PWb6 S""I" . �� )1* -) -a LET. IF CRO.ESING 0 L 2 FOR A DISTANCE 1).Oc 7 nd ;­w. 11 0 , mlsNoy of th N L OF SAID LOT I AND SIR a , O Tny THENCE N 47 4b 01" THE SOUTH CORNER OF SAO I ACR Pie t I ­., n th IKE COMMO 1 . 1e tv ­,*­ �j -on -M ROA_ E TRACT (4703/ FEET TO A * INCH kRU" FOUND A"KiNG COMMON LINE OF I AND SAO LOT 2. SO-WE SONG 'Z, UARING GRIE 55 �O; W ALONG TH SAID �%Ell TO THE POINT OF I. For 4 K.r. I E AD 111, ACRE IgZ�T , A 0111MICI OF ' NIATION T ONE " 0, . AS SUFF . OR UND FEEIR , 2004� 4w H 287 NORTH AS ESTABLISHID FIR T14E s, CONTAINING 12 Ou GGS 't sulk HERIEIN IS BASED ON GRED M!g TIM IF sm ENE ME d.11 ImI 0 N W Me " W IN _m M-HK t "a be �11 REPLAT SOUTHWEST CROSSING 3" BLOCK 7 LOT I R 1.815 ACRES AND FINAL PLAT LIBEfM SUBDIVISION BLOCK 1, LOTS I & 2 10.472 ACRES RIGHT-OF-WAY DEDICAT101',1 0.030 ACRES MORGAN RECTOR LEAGUE A-46 COLLEGE STATION. BRAZOS 6OUNTY, TEXAS MAY. 2004 SCALE: 1*=80' RfVISED JUNE� 2004 OWNER/DEVELOPER: ENGINEER: T .... Hot ., u . Hoge , nn itnt Corp. I 4-1 T, "Itz " 0 TEXCO.I (179) 111,411-6700 SURVEYOR,. General Cantraciu B Kery. RPLS No, 4W2 UT PLE, L 'R. KW SRHINIO-9, % TX 77841 77- C (979) 690-7711 (979) 2"-3195 — ST PLANE HE I S REFFRhiO To THE, W-8 ItXA5 ATE THE GROUND. N AS MGAQ.ENTFO ON Vol P2 I THE SCAR P , A RE, Rwi, DUCIEMATE �AQ L:L:. � -I- Doc Sk ega!5ge96 OR 6128 IS CURREMM, ZCH C -t COMMERCIAL AND A-P ADMiNISTRATA-PROIESS rd 2 1 HIS PROPERTY 4, DW%ERsw Or = To 4128,'PG, 339, VOL 44-N5 /K� 216. AND V"L D 15 D FI IN Or BRAZOS COUNTY Et CCORDS O fRopERv Fm 4j,A3/VG 26tF OF IAL POINTS UNLESS OT�ERIWISE NOTED 0,,: J,," 22, ' 4 IRDN RODS W B SET AT ALL LOT CO p NE pS A MOLE A5 R TG FLOOD 02AR'L AREA ACCORON TO I"c I"100 5. No FORTLON Of THIS THAD 1 6 WITHIN A PANEL NO ,CC," C EFEECIITL WE lLV. 11�� WOuIT EkL� ,SRAjECL RATE MAP (F I-1-`0 , COM ALOAIX� HE ERCONDMy OR R,OPr-Of WAY ONES ARE QtC LENCIVIS "Nw LENGTHS SHOWN _ FIE CONSIDERED A -,g"F - 4. fIF p I & 2 OF BIOC FOR SIC,,� , , GTI PLOT." FCLLOWS� 25 FRONT, 15' SIDE 1 4JILLCI� 7 5" _1C FOR THIS PROPERTY ARE AS OF, a WILDING SETBACKS AND 15 REAR. METES AND B OOK DESCRIPTION OF A , RUNE WO RE ' 1OR LEAGUE, A 46 EGAN COLL GL ITATIOEL� BRAZOS C OUNTY ' TEXAS IND LYING AND BEING S' TUA ' EUl" LA BAD T EILI METES AND BOUN Dr�jkjprl,­ OF THAT CKRT TRACT OR PARCEL OF 'OUNTe TEXAS sout) T ' 'T't`CN=" E THE PRIFF AD T ALL 669 AS THE BE LEC R4 C T To 0 5 COU aw OU .......... .... OUTH T ME G` s U WEST PARKWAY FOR A DISTANCE OF 205 94 FEET C WO E F SAO LOT I vID TH THENCE. N 42' 0 1' 22' F F C -O" TH S EAS r" ROOTH E WEST CORNER OF SAID TO A q i.CH RON ROD LNO NAPKIN PIE R m CORN 7 223 AO'RE TRACT� CC , LINE OF SOUTPWES' FMKWAY FOR THE 0LLO*`w1 CALLS THENI Nj;NUIN ALLNO THE SOUTHEAST N 39' 4,5' 29* E fUN A DISTAN OF ZELI� FEET 10 � CONCRETE RIGHT �WAY MARKER FOUND; - CONCRETE Rj CHj_OT_wX( MARKER fQIJND; N 51 33' 41' E FOR A DISTANCE OF 355,11 FEET TO A N 9' 1 04' 53 E FOR A DIST OF 2BI 65 FEET TO A CO&CRETE FIGHT - OF -WAY MARKER FOUND ON THE 6 AMCE WjOTH N 0 W ) MOKING THE NORTH COMER OF SAID 7 2 SOUTH,MEST ERE OF STATE E,GPNeAi( NO 6 (VARIABLE ACRE TRAOT, F STATE HIGHWAY NO. 6 FOR A OISTANCE OF 5% THENCIE� S 3er 41' 21' E ING THE SOUTHWEST UNE "' KING THE EAST CORNIER OF SAID � -RE TRACr AND ' THE ' 110 BY A DEED G S TEPHEN A W.DSON AND 'AN 4 FEET TO A DESCH 15FD PAGE 113�01` TH � RECOROS OF OF TRACT E DiFICAL PUEEL CORIBE R A T E ND 6" 14 VOLUME 376 E&DJAC,QA_ MADISON. FRUSTEES� RECORDED BRAZOS CaUmTt, IEXA$; HE COMMON UNE OF SXQ 223 ACRE TRACT AND SAID 9,143 A TRACT THFNED�. S 47 LEI' Zl' W ALONGBII.CN, A h JNCK ERC ROD FOUFIC M ARRING ' SOUTH COMER OF I ORNER OF SAID LOT 1� ,3783,/113) Fop 4 UISTMCE Of OPEC TO SAID 'F2_23 AD RE TRACT AND THE EAST ONE LF SAID LU All," :T 7 ,1711 . 1" 1 I, AND _D 9 1- ER Ur IRON ROD FOU 0 _�T _., . 3 BE OR D, C 1'14 FEE (M , 'C 4 A THENCE S 'rr 08' 17* W ALI � U TG A AD LE OF I, F )1AN 7.E TRACI AS TRAG ORTH 'ON A I 'ALI I) , IA UM, .S� P, , (� �"" 0 . MA RAG TPG IM� U __N, �u WFE. HENRY RECORDED GO RECORDS Of -AZO ' C ON 9 143 ACRE EXACT _0 OUb/625) e - OF SAID T ICTI F U`N' 1".,, 0 ED, I ,1 . 2 , Ty AL N uril N. , C . Or IN _ R-ER THENECE: OF 'i, INUN Poo k OUN P VOLUME 2 'ACE 257 FOR A DISTANCE ORD4NG TO EAT RECORDED IN .154, Nk ACC CERISIC-TE C* SU"E'yak THE EAST CGH CCLIN7. TEXA STATE Or FE0, OF w QFRCLU yHF CO M E OF SAID LOT AM WINDSOR POINTE FOR A, DISTANCE F e THEFITGF� N 47 56' 02 ' W ALONG 0 LOT 2� BLOCK 7, SOUTRIVES' OUNT a BRAZOS > UUct this t tTI F EET To A % INCH tRON Ron FOUND MIMRAING THE EAST CORNER OF SAO 45 t.t. f F,"R.", . PHASE THRM st­d PWb6 S""I" . �� )1* -) -a LET. IF CRO.ESING 0 L 2 FOR A DISTANCE 1).Oc 7 nd ;­w. 11 0 , mlsNoy of th N L OF SAID LOT I AND SIR a , O Tny THENCE N 47 4b 01" THE SOUTH CORNER OF SAO I ACR Pie t I ­., n th IKE COMMO 1 . 1e tv ­,*­ �j -on -M ROA_ E TRACT (4703/ FEET TO A * INCH kRU" FOUND A"KiNG COMMON LINE OF I AND SAO LOT 2. SO-WE SONG 'Z, UARING GRIE 55 �O; W ALONG TH SAID �%Ell TO THE POINT OF I. For 4 K.r. I E AD 111, ACRE IgZ�T , A 0111MICI OF ' NIATION T ONE " 0, . AS SUFF . OR UND FEEIR , 2004� 4w H 287 NORTH AS ESTABLISHID FIR T14E s, CONTAINING 12 Ou GGS 't sulk HERIEIN IS BASED ON GRED M!g TIM IF sm ENE ME d.11 ImI 0 N W Me " W IN _m M-HK t "a be �11 REPLAT SOUTHWEST CROSSING 3" BLOCK 7 LOT I R 1.815 ACRES AND FINAL PLAT LIBEfM SUBDIVISION BLOCK 1, LOTS I & 2 10.472 ACRES RIGHT-OF-WAY DEDICAT101',1 0.030 ACRES MORGAN RECTOR LEAGUE A-46 COLLEGE STATION. BRAZOS 6OUNTY, TEXAS MAY. 2004 SCALE: 1*=80' RfVISED JUNE� 2004 OWNER/DEVELOPER: ENGINEER: T .... Hot ., u . Hoge , nn itnt Corp. I 4-1 T, "Itz " 0 TEXCO.I (179) 111,411-6700 SURVEYOR,. General Cantraciu B Kery. RPLS No, 4W2 UT PLE, L 'R. KW SRHINIO-9, % TX 77841 77- C (979) 690-7711 (979) 2"-3195 — Jun 18 04 08:3 ^ 6a I ` � C L11 ° ol 1 i � I I N 1 00 Q� Lj o 1 L6 U 00 O I LO of N � N �I I �n o W T W ° Jcn i to N M I � 01 LO F� o1 r LO 01 d' �— � z I U) I TEXCON ENGINEERING L12 C2 Ln w 52 I Ln a cn I c° � I I N48 °00'07 "W I 125.00' Li �r i D N ° d IC) N t 0 I � I N48 °00'0 "W I 125.00' I I O N 1Qo Ir- 9797647759 ,'_C3 Ll o� (14 125.00' N I I / ( ,,; O N I o I I Ln 1 N \o Ln °00'07 "W 107.73' j �� /�^ L G w I( 61 Q > i . 1 Ln 48. a D in I I lc \ co M / f r _5 f Ln r l r� co p.2 m; '^ o LO , a� J h M LO W N N _O m lr� O C/) Jun 18 04 08:37a TEXCON ENGINEERING T" L12 C2 T /l CG ------ 11 - -' 9797647759 t - %_C3 Ll I 1 w I � of w �I r \I Ln i W I I 01 O1 �I I I �I a �I i in cD r 03 Ln b i s2'1 1.4d - - - - I Ln I - 0 - M I co I - n Li Ln i � 1 I I I N48 °00'07 "W I 1 6 l0 w 10 la � I Ln i I 1 0 U 1 0 0 I t� I I 125.00' 1 I w1 I I O � CIA N N a- 1o1 I � I I I N48 °00'07 "W 1 Lnl 125.00' I NI I ,nI _ Io N ] C n 1� 1 �1 N48 '00'07 "W j 0.) 1 125.00' 1 �� loo ci I cnI 0 00 z i ,n ��• � I N I I � � I� 1 z \o �n I I a w Elf Ui _______ - -- LL' Q C 107.73' j 1 o w z w 1' N w I I rn I I F ' `sc 1 1 I ca << j z\ 100 I I o o� ` N� � M I� Z w O :� �CL $9. W d � � C) Z M c H r- X L \ M LL wN — Lj ¢oar w oN w �V) z w a a_ z� J a_ w O aw o w O N 47 C)5' r LO 00 r . � r 1' 1 r r CO ,� N U CO r • ,�-� N N� N W � 0 LO r o � r CO Off' •sic � \ r - p.3 J LIP] m� ^ o� L , n r r J u r O L W N V i N C) O CD r— Jun 18 04 08:37a TEXCON ENGINEERING 9797647759 p.5 1 " - sD' � III FUTURE DEVELOPMENT I I I CASTLEGATE SECTION 7 I I II GREENS PRAIRIE INVESTORS, LTD. I I II REMAINDER 39056.0 AC. TRACT I I II ZONED PDD -H ' 43 3 422 A I I .,. 11 100 -YEA I R Sit; I 'ti'e, tip% "in- .: ?i,:i':�'.+�i.'. -''ti Stc'1�• FLOODPLAIN ,z•;h� ; i> �Y x�ti�' =;��'' LIMITS : 1 80 40 0 80 I SCALE IN FEET 7 +' _ ' BLOCK 1 \ 0 Mn I I I LIMITS OF .' FLOOD WAY ' 4 �•.'. , : <';`► = ±::_ •` =,.'' CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS =, I, Wallace Phillips, Manager of Greens Prairie Associates, LLC, the General Partner of Greens iL 2�L•`o co Prairie Investors, Ltd, a Texas limited partnership, owner and developer of the 13.507 acre -1 .. -: „;,, I, o tract shown on this plat, and designated herein as Castlegate Subdivision, Section 5, Phase 0. '4'.'r 2, in the City of College Station, Texas, and whose name is subscribed hereto, hereby \ dedicate to the use of the public forever all streets, alleys, parks, easements and public places thereon shown for the purpose and consideration therein expressed. COMMON ` AREA �♦ NO. l (0.32 AC.) Wallace Phillips, Manager � "1 t f•:h .fin ='3 fl ' � 0 1'' 7_; t` L'(ii. •S). / \ / • G 1 1 a di t "r. a4'ti5i1r w c' "Y = /' 2 y _ I ' }1 c ' SX•�gSr y jCia`s{j(} �?� ��$r \ ,/ BLOCK 1 le I I 1 M. , f' 1 8, `t / P.U.E k L3 I I s��yti��•�,.. � ;x'_:;,75!' ='; 'v ti �i1i � / icy. T , a ,! ' '`- l s fqg 8s 5 Irbo 6 0 /1 I I I �'� ?h .' 11._1 .mil.' J/ S .t 7.aq ^' r ;i. g.L'Svs. •.+ }srylr.°: + -.K.; 45L•.S11:f 0� i.. 3. I '1 it iS '1•- L' I - � / iCc'a'�?ct? ra, e< "+lk.•a, ;% O I -'•< �' �' c'�� ''`. >`�4,;zf�,';1�'"1''='s:h'i :.r;�fo/ 1. A `� r?',� *'�� „ � " ti' y+'. 4•,_' ,'a: { ?'.Y•,C`a "'p���Ga_a:+:i�i� M/ II � ?vti'?hl` Skr'til,. / `y« lo CASTLEGATE SECTION 5 /� / PHASE 1 I BLOCK 2 ,\ 25 BLOCK 3 1 1, 11 -, / \ ti v P.U.E. 5 7 i 10' i8 \ S o / \ ti Q1. P. \ 1.7 14 5 53 S / D� G 8 ,'ohs 7 2 O \ d I 3 9 \ i 2 i 3- , dip 1 / / 52 .•:'tuN� " 'fiir r.'j / /• / / / P I !\ � •O LIlVIIT OF I 9 y� i j 1 40 Ax �� \\ 526 35.51, n � / I � - 1 DETAILED I 1 1 N o „; / 8 s �SS� / 20' 5' P.U.E. �-/ 30' E / ,� P.U.E. , 1 1 51 STUDY I 1 I ss �+. 39 t I 5' P.U.E. j boo 10 �N,/ / • BLOCK 3 1 I N41 * I I i NS T1Sr -� X00, orn/ i Ia I 119.01' N41'59_5 "E 1 16 sr� �� n / t• 1 v, r6 6 j l N4i'59'53 "E t � j ` W 13.56' 10' P.U. 120 P.U.E P.U.E. w / 126.39' 1 1 41 � .A n c .A !CA 50 I 1 I 11 P.U.E. �t % ° I + 41 o = R o V I I i i ti 38 l 1 N41 "E _I o ° `_' C:5 i N "E t - 1 P' ►,t 120.00' I �! p� y I I I i 10' 137.32' N 41'59'53 " E - I 01 i 0 m 1 I I I w1 P.U.E. rnl 1 140.27' la, o� 42 0l j o lc 01 Jul 12 t0 I 1A 1 °o_I�, �I rn h 5' 10.00'Wj 37 to , t N41' "E i ° ° 3� N 41'59'53 " E _ 1 , 1 120.00' CA t t I I I . "... ._•• 137.90' I T `. I I -N33•28'02�E 125.02 1 � t t� IS1 1 43 i/o 3.25.1 I 5' P.U.E w1 1� 1 1 / COMMON ► 13 N_` Q 1� 5' P.U.E. 36 l0 1 N41 59 - 53 "E ^ J N0.9 & P. E. I I of - 120.00' 49 N41'59'53 "E 120.00' 48 1 8 0.029 A O � 1 0 � " 1 I 98.16 ( pt 96.59' ) I I 1 8 1 N41'59 53 E ? I I I t N33 2 .02 "E I ` 127.40' 1 i o1 Ii 5' P.U.E. I '� Cni I 125.00 1 p t I I I 1 iro I �I o Z m w 35 r� I i 44 `N 47 1 �I I 14 I o, 0o 0 x 5' P.U.E. I , 9 II a I I I 9. �`/ I I I 1 I W �' 1 1 I ' 6)r 4 ♦ h GREENS PRAIRIE pI I N33 28'02 E t N41' "E 1 t 5 P.I.I.E. 1 7.5 ♦y� w, t I 00 116.52' 1 I I \� �� 45 - Z t�- P.U.E. l0 1 INVESTORS, LTD. I ( I I 125 .00 rn1 n m O �4' ,au I &. I I -J I ► t ° 4,` ool i9 O l0 46 REMAINDER OF I I / I "'I':I °'' °� o I� 34 Iv t ��` of to I coNmtox `�� -'�� 1 1 , 10 �t 15 1 w ► .N 1 i 316.02 AC. TRACT I I o1 w a, 1� to I ,� axlxo.8 ` 3905 55 -1 ► " ' p cfl ► P . I.I .E. 12.5 'I , 014 t* (0.AC.) 10' 1 1 / I I ► N33'25 00 E I �- -- --- - r - - -- - - -r - -_ 14.95 t __ ____ P.U.E I I 92_77 _ 5 7.50 _70.00 -� 55.05' - 92 - .50 T --- - - - - -- I ► 12 91 -- - - - - -- 302.22' - - -- -- - - - -- - - I 1 1. o► - � - -- -- - - - - -- - - -- I U.E. ta I o1 16 5 PI °II iw Z BLOCK 3 Z P. 20' I �� FUT t433'2 4' I I t_ 0 z _' 0 I 125.00 c,; 3 i a IC 32 N 1a 31 P 10 30 r 29 I 28 1 DEVELOPMENT I I 91 1 010 011 0 ° ° _ 1 a Cfl I I 27 CASTLEGATE SECTION 6 I - .1 17 \ 9.9 ACRES 1 I °J -7.65 ' `� 5' P I 33'28'02 "E 0 7g �> ; 96 -_ -- - -- ZONED A -0 I 1 1 1 N _ / - - - - -- 114 76 Ent 41 E -- 215.82 ' Newark Circle r \� I I I o J ' 50' CITGO PIPELINE EASEMENT I w 1 50' ROW t0 PIPELINE, 600 PSI MAX.. I I I °1 18 10.02'1 6 A S 41 °59'53" W - 225.82' j� 0 OPERATING PRESSURE, REFINED �' 20' `li' • • -' - - - - -- - - - - -- �.. 0 T Newark Circle /� ( 28.32 70.00 70.00 57.50' �\ /--- - -'- -- - - - ---- PETROLEUM PRODUCTS I I �++ P.U.E ♦6y'.,:•' ' / 36�� kp \ �' / WILLIAMS I I /' j ~ Sg, t 33. BLOCK 1 5' P.U.E. 10' WI I d I 1 ��'. ' Z Z Z I o 1 BLOCK 2 COMMUNICATIONS I I I •5 �, ._, ,'� 15' I P • 3 00 5' I EASEMENT o o, , UBUC I I p N «: N Q: -' P.U.E + r 1 Vol. 3736, Pg. 228 I �i i DRAT o f fa; �►o to to 17.88' v , : -1 EASEMENT v I IIo 20 oI ot o I c 23 I 14.17 ?m,.; : '!� °° oI Ito O? 0 2 21 Q o I N p I I 22 24.15' 20 ' I I - - - - - -- - - - - -- 82.59' - -r 75.00 -- 7d o' _7 -- --- 77.65 'v L-- - - - - -- - - --- P.U. E: - 1 , ' - - - ------ - - - - -- _ =.may - .� _ I - - 0 1 : o' -c ! TE ND • G - I ER ROU� ND , COT DU(T' - I ( 3 1 S - - t ' ENT=':7 5 ^ I EM 4 3 I I `J t .20. MI SE 0 N CE' PIPEUNE; EA §EM ENT!:.. :•..: � ;. : . . 5 GTE UNDERGROUND I ': :' :: :. ..:•..CO `.to22 WON ON•A :' - :;::: :::- :;::: ::; ;.:� ;':'-.. CONDUIT EASEMENT I I �' - :. ~:•'�807 `..• ;.: 1. • 5 .: w I 771/005 I I ERTIG: .;.: • ... PIPELI; ` 1440 : PS6 MAX..:: '; : -`:: : :- .. •,. ' NE • I . 128 AC:)': - = '::: _ :: - ("� / I I I OPAN:PRESSURE, .l Q'G',: ( I I MONUMENT_ hA :... 1 1 A -qAlo 19'02 "W 248 55' 119 / V ` f � lo� i 5 10 I .p t "' I BLOCK 3 I t 6 s STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Wallace Phillips known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of , 20 Notary Public, Brazos County , Texas CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OF BRAZOS 1 Count Clerk in and for said count do hereby certify Y Y� Y Y that this lat together with its certificates of authentication was filed for record in my office the P 9 - da of _ -_ 20 yn a Dee Records a Brazos ou Y the Deed f County,- Texas, in Volume Page WITNESS my hand and official Seal, at my office in Bryan, Texas. County Clerk Brazos County, Texas APPROVAL OF PLANNING AND ZONING COMMISSION 1, Chairman of the Planning and Zoning Commission of the City of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the day of , 20 Chairman \ =i ' P.O.B. Greens Prairie Road LEGEND PLAT BOUNDARY ROW LINE COMMON AREA - - - - ' - ZONING BOUNDARY - _°° °`' _ -_ 100 -YEAR FLOODPLAIN OMIT PROPERTY LINE (PER ER FEMA O PROPERTY CORNER EXISTING PUBLIC UTILITY EASEMENT 316 " BASE FLOOD ELEVATION -------- - - - - -- PROPOSED PUBLIC UTILITY EASEMENT P.D.E. PRIVATE DRAINAGE EASEMENT - - " - - -'" - UMrrS OF FLOODWAY CERTIFICATE OF CITY ENGINEER I, , City Engineer of the City of College Station, Texas, hereby certify that this Subdivision conforms to the requirements of the Subdivision Regulations of the City of College Station, Texas. City Engineer LINE TABLE TABLE LINE LENGTH BEARING L1 38.94' N84'32'06 "E L2 134.33' S88'54'1 2"E L3 9.45' S01'54'01 "W L4 50.00' S8905'59 "E L5 17126' N82752'37 "E L6 74.02' N79'11'15 "E L7 45.79' S01'32'24 "E L8 92.50' S41'59'53"W 1_9 125.00' S48'00'07 "E L10 2514' S41'59'53"W L11 50.00' S48'00'O7 "E L12 62A 5' S48'00'07 "E L13 24.91' S3357'56 "E L14 42.07' S48'00'07 "E L15 104.82' S41'17'16"W L16 21.82' S40'42'23"W L17 7.23' N01'54'01 "E L18 44.16' N85'09'11 "E L19 44.57' S85'09'1 1"W L20 93.06' SO4 50'49 "E L21 7.23' N01'54'01 "E L22 75.02' S20'40'1 9"E L23 68.00' S28'17'07 "E L24 31.54 S8927 33"W L25 54.81' S89'27'33"W L26 54.19 S89'27 33"W L27 21.43 N00 . 37 . 18"W L28 7.93 N00 37 18'W L29 11.74' S89'27'33 "W L30 50.00' S75'33'1 9"W CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 39.27' 25.00' 90'00'00" 25.00' 35.36' N86'59'53 "E C2 36.75' 150.00' 14'02'10" 18.47' 36.65' S40'59'02 "E C3 36.75' 150.00' 14'02'10" 18.47' 36.65' S40'59'02 'E C4 38.96' 25.00' 89'17'23" 24.69' 35.14' S03'21'25 "E C5 85.75' 970.50' 5'03'46" 42.91' 85.73' S00'37'52 "E C6 40.00' 25.00' 91'41'04" 25.75' 35.87' S49'00'1 7 "E C7 183.96' 225.00' 46'50'42" 97.47' 178.88' S71'25'28 "E C8 58.57' 100.00' 33'33'26" 30.15' 57.74' S64'46'50 "E C9 215.65' 50.00' 47'06'53" 75.38' 83.33' S41'59'53 "W C10 58.57' 100.00' 33'33'26" 30.15' 1 57.74' N31'13'24"W C11 143.08' 175.00' 46 75.81' 139.13' N71'25'28 "W C12 39. 27 25.00 90'0000 " 25.00 35.36 1 S40'09 , 11 'W C13 248.07' 275.00' 51'41'08" 133.19' 239.75' S30'41'23 "E C14 71.10' 50.00' 81'28'09" 43.06' 65.26' NBT43'58 "E C15 17.39' 25.00' 39'51'08" 9.06' 17.04' S22704'1 9"W C16 140.65' 50.00' 161'10'26" 301.60' 98.65' S82743'58 "W C17 17.39' 25.00' 39'51'08" 9.06' 17.04' N36'36'23 'W C18 293.18' 325.00' 51'41'08" 157.41' 283.34' N30'41'23"W C19 120.18' 1020.50' 6'44'50" 60.16' 120.11' N01'28'24 "W METES AND BOUNDS DESCRIPTION OF A 13.507 ACRES TRACT OF LAND OUT OF THE ROBERT STEVENSON SURVEY, A -54 SECTION FIVE, PHASE 2 COLLEGE STATION BRAZOS COUNTY, TEXAS All that tract or parcel of land lying and being situated in Brazos County, Texas, out of the Robert Stevenson Survey, A -54, out of the remainder of Greens Prairie Investors 316.02 acre tract, as recorded in Vol. 3905, Page 55, of the Brazos County Official Records(B.C.O.R.) and being more particularly described by metes and bounds as follows with all control referred to the 1983 Texas State Plane Coordinate System, Lambert Projection, Central Zone: BEGINNING at a 5/8" iron rod found for corner having a Texas State Plane Coordinate Value of Y= 10,184,254.36 (N), X= 3,573,166.42 (E) and being South 4228'31" West, a distance of 2,334.79 feet from Monument # 137 referenced to said Coordinate System, also being a point on the northwest right -of -way line of Greens Prairie Road, also being the south corner of the Castlegate Subdivision, Section 5, Phase 1; THENCE along the common line between this tract and said right -of -way line of Greens Prairie Road South 41'17'16" West, a distance of 104.92 feet to 5/8" iron rod set for corner; South 41'19'02" West, a distance of 248.55 feet to 5/8" iron rod set for corner; South 40'42'23" West, a distance of 21.82 feet to 5/8" iron rod set for the south corner of this tract also being n the east corner of the Greens Prairie Investors �d. g L remainder of the 316.02 acre tract, as recorded in Vol. 3905, Page 55, of the B.C.O.R. THENCE North 56'31'58" West, a distance of 884.65 feet along the common line between this tract and said remainder of a the 316.02 acre tract to 5/8" iron rod set for the west corner of this tract, also being the south corner of the future development of Castlegate Section 7; THENCE along the common line between this tract and said future development of Castlegate Section 7 for the following calls: North 635'48" West, a distance of 256.86 feet to 5/8" iron rod set for corner; North 527'54" West, a distance of 254.38 feet to 5/8" iron rod set for the north corner of this tract, also being the west corner of said Castlegate Subdivision, Section 5, Phase 1; THENCE along the common line between this tract and said Section 5 for the following calls: North 84'32'06" East, a distance of 38.94 feet to 5/8 " iron rod set for corner; South 88'54'12" East, a distance of 134.33 feet to 5/8" iron rod set for corner; South 1'54'01" West, a distance of 9.45 feet to 5/8" iron rod set for corner; South 88'05'59" East, a distance of 50.00 feet to 5/8" iron rod set for corner; North 82'52'37" East, a distance of 171.36 feet to 5/8" iron rod set for corner; North 79'11'15" East, a distance of 74.02 feet to 5/8" iron rod set for corner; South 1'32'24" East, a distance of 45.79 feet to 5/8" iron rod set for corner; South 48'00'07" East, a distance of 463.44 feet to 5/8" iron rod set for corner; South 41'5953" West, a distance of 92.50 feet to 5/8" iron rod set for corner; South 48'00'07" East, a distance of 125.00 feet to 5/8" iron rod set for corner; South 41'59'53" West, a distance of 25.14 feet to 5/8" iron rod set for corner; South 48'00'07" East, a distance of 50.00 feet to 5/8" iron rod set for corner; Around a curve to the right having a delta angle of 90'00'00 ", an arc distance of 39.27 feet, a radius of 25.00 feet, and a chord of North 86'59'53" East, a distance of 35.36 feet to 5/8" iron rod set for corner; South 48'00'07" East, a distance of 62.15 feet to 5/8" iron rod set for corner; Around a curve to the right having a delta angle of 14'02'10 ", an arc distance of 36.75 feet, a radius of 150.00 feet, and a chord of South 40'59'02" East, a distance of 36.65 feet to 5/8" iron rod set for corner; South 33'57'56" East, a distance of 24.91 feet to 5/8" iron rod set for comer, Around - - a curve to the left- having a delta angle of 1402'10", an arc d'stance of 3635 feet, a radius of 150.00 feet, and a chord of South 40'59'02" East, a distance' of 36.65 feet to 5/8" iron rod set for corner; South 48'00'07" East, a distance of 42.07 feet to 5/8" iron rod set for corner; Around a curve to the right having a delta angle of 89'17'23 ", an arc distance of 38.96 feet, a radius of 25.00 feet, and a chord of South 3'21'25" East, a distance of 35.14 feet to the PLACE OF BEGINNING containing 588,349 square feet or 13.507 acres. CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I Dante Carlomagno, Regis n R I tered Public Surveyor o. 1562 'n the Stan e N I e of Texas 9 9 Y hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that the property markers and monuments were placed under my supervision on the ground. Dante Carlomagno, R.P.L.S. No. 1562 NOTES: 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT (PDD). MODIFICATIONS OR VARIATIONS TO THE CITY OF COLLEGE STATION STANDARDS ARE REQUESTED FOR THE FOLLOWING ITEMS: - STREET PAVEMENT WIDTHS FOR RESIDENTIAL STREETS -24' WIDTH FOR CUL -DE -SAC STREETS -27 . WIDTH FOR OTHER RESIDENTIAL STREETS - SIDEWALK REQUIREMENTS FOR RESIDENTIAL STREETS -NO SIDEWALKS ARE PROPOSED - BUILDING SETBACK LINE DISTANCES -FRONT SETBACK: 20' MINIMUM -SIDE SETBACK: 7.5' -SIDE STREET SETBACK: 15' -REAR SETBACK: 20' FOR LOTS >100' IN DEPTH 15 FOR LOTS <100 IN DEPTH - MINIMUM LOT SIZE AND DIMENSIONS WITH SPECIAL CONSIDERATION TO LOTS THAT ARE LOCATED ADJACENT TO THE FLOODPLAIN OR GREENWAY AREAS - MINIMUM LOT AREA: 6000 SF MINIMUM LOT WIDTH: 50' AT FRONT /REAR SETBACK LINE 35' AT STREET RIGHT -OF -WAY - MINIMUM LOT DEPTH: 87.5' THE LOTS WILL MEET THE REQUIREMENTS OF R-=1 ZONING UNLESS SPECIFIED OTHERWISE. 3. A VARIANCE TO THE SUBDIVISION REGULATIONS FOR BLOCK LENGTH WAS GRANTED BY THE CITY OF COLLEGE STATION PLANNING & ZONING COMMISSION ON DECEMBER 11, 2003. 4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041 CO205 D, EFFECTIVE DATE 2 -9 -2000. i 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT -OF -WAY LINES ARE ARC LENGTHS. 6. LOT 23 BLOCK 1 WILL NOT LL BE ALLOWED DRIVEWAY ACCESS TO DONNINGTON DRIVE 7. THE COMMON AREAS WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION (HOA). , I 8. IRON RODS WILL BE SET AT ALL LOT CORNERS AS REQUIRED BY THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE STATION. VICINITY MAP ON FutuFutu a H ighw a y 40 �o c Q e N sy o��c \ -PR OJECT'_ c� - LOCATION xoro 1 � 1 0 1 SECTIO 5 PHASE 2 1. 3 507 ACRES BLOCK 1, LOTS 4 -23 BLOCK 3, LOTS 30 -54 ROBERT STEVENSON SURVEY , A -54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1' =80' . OWNER /DEVELOPER: Greens Prairie Investors, Ltd. by Greens Prairie Associates, LLC 4490 Castlegate Drive College Station, TX 77845 SURVEYOR: Dante Carlomagno, RPLS No. 1562 CARLOMAGNO Surveying, Inc. 2,714 Finfeather Road Bryan TX 77801 (979) 775 -2873 JUNE, 2004 ENGINEER: T co General Contra s Ginger L. Urso, P.E. & i 1707 Graham Road College Station, Texas 7 (979) 690 -7711 _ , 0 9.9 ACRES I 1 B . 2 .0 - -' -- JNl�Q -- - - = -- - ZQ,SiA' -- ------------------------ ZONED A -0 1 1 N33'28 a , I 1 1 1 N41 E'-216.N>,2' � I I Kewasic Circle _r,, C Newark Circle 50' CITGO PIPELI EA SEMENT I 1 O A �AMI t0' PIPELWE. 800 PSI . 40 I I 18 , ? 1 1 • » O - - - - - -- MAX OPERATING PRESSURE. REFINED ��- - 47.SO •\ �� ,•' ------- r I _ P£1ROLElJ11 PRODUCTS I I P U.E. • v '►�i� `010 ^� 6' ►.1►E• ` d COM IN A 1 I I a ,,`' �to ( i ' P.U.E. Z a�>ES 1 Z o?'fss z r��s3 5 I o` BLOCK 2 EASEMENT I I l �� I = a�> N N P.U.E I �. 1 Val. 3738. Pa. 228 ; 17.88' w � OI u►I$ 0 -, I I .,,,,i : I vl 20 8Ic $;$ $I 23 o 1 i 2 I 14.17 U.E. 19 c 21 22 I CI , I 2415' I 3^ \ WO1H VARIES i U ; 0 I I I `- 85.0_9 ___� -- -x1 -- -- � -- -- Q�► -- - __ '77.65 7 J ` N J < L---------- - - - - -- r I I P.UE Vi i- - - - - -- -- - - - - - -- "- _ I I 10' CTE uNttEaGRauNO CONDUIT - - --.-• - -- - - - - -� \ �-------- - - - - -- I I , EASE". M/W8 3 � 0 � ' 5' GTE UNDERGROUND I I I �' SEWNOIE PtPEUNE EASEMENT QQMWN A4A ti' ► W i � CONDUIT EASEMENT I I I - 4' PIPELINE, 1440 1 MAX. PS NO.7 P.U.E. I 771/005 I I I OPERATM 4 Pi1ESSt/E, LPG (1.31 AC-) I IMONUMENT f L 16 541 ° 19'02"W 248.55' Lis c>7t;alls Pndfie Road 'I "ih•t�tK�ss LEGEND PLAT BOUNDARY COMMON AREA ROW LINE - - ZONING BOUNDARY I 1"1 7 100 -YEAR FLOODRI 111 LIMO PROPERTY LINE ..... ..... +' (KR FOM) • PROPERTY CORNER EXISTWG PUBLIC UTILITY EASEMENT 316 BASE FlAOD ELEVI►TION - - - - -- - - - - -- PROPOSED PUBLIC UTILITY EASEMENT P.D.E. PRIVATE DRAINAGE EASEMENT "- _ -- " '- -- - UNITS OF F1 DODWAY METES AND BOUNDS DESCRIPTION � OF A 13.507 ACRES TRACT OF LAND I 1 1 1 FUTURE DEVELOPMENT �� Ir � uktG' Milk` CERTIFICATE OF OWNERSHIP AND DEDICATION OUT OF THE ROBERT STEVENSON SURVEY, A -54 GREENS PRAIRIE INVESTORS, I CASTLEGATE SECTION 7 ` ' . r � • ;�1�,�1 ° : � � ,��I�1'a , I I LTD. �;r, SECTION FIVE, PHASE 2 REMAWOEJR OF 316.02 AC. TRACT STATE OF TEXAS I III I,:' COUNTY OF BRAZOS COLLEGE STATION �/ BRAZOS COUNTY, TEXAS ZONED POD -H ...�:C I I I "' + ,. • ••. 11�1*`�I•:� �, I, Vicki Hillert, Vice President of Greens Prairie Associates, LLC, the General Partner of '' co Greens Prairie Investors, Ltd, a Texas limited partnership, owner and developer of the 13.507 All that tract or parcel of land lying and being situated in Brazos County, Texas, out of the o Robert Stevenson Survey, A -54, out of the remainder of Greens Prairie Investors 316.02 acre • :. �� �f ,.:. '� tract, as recorded in Vol. 3905, Page 55, of the Brazos County Official Records(B.C.O.R.) and acre tract shown on this plat, and designated herein as Castlegate Subdivision, Section 5, f:t`:,.s+ i� ..�`�+�'. -!'' Phase 2, in the City of College Station, Texas, 13nd whose name is subscribed hereto, hereby I III •, i.`t's`f a ` b ,�\ th use of the ublic s, parks, easements and public being more particularly described by metes and bounds as follows with all control referred to .. dedicate to e P forever all streets, alley places thereon shown for the purpose and consideration therein expressed. the 1983 Texas State Plane Coordinate System. Lambert Projection, Central Zone: .''COMMON �\ I 1 . 100 -YEAR AREA ` . • � BEGINNING at •a 5/8 iron rod found for corner having a Texas State Plane Coordinate Value FLOCIDPLAI� }l ; } +' •� •j� \fie of Y= 10,184,254.36 (N), X= 3,573,166.42 (E) and being South 42'28'31" West, a distance of II I N N O + I III LIMITS Iy , "�' 1 �E,EI�'`` i'� (0.32 AC.) Vic i Hillert, Vice President 2,334.79 feet from Monument # 137 referenced to said Coordinate System, also being a point � 4 + , ,� , on the northwest right -of -way line of Greens Prairie Road, also being the south corner of the 11. F Castlegate Subdivision, I II I 80 40 0 80 �ti ,'I� a�,ii i (s ,!� � ' \ �/ Section 5 Phase 1 , 11 SCALE IN FEET BLOCK 1 \ 1 r -1 STATE OF TEXAS THENCE along the common line between this tract and said right -of -way line of Greens Prairie r,' 1 ,' Road 11 LIMITS OF i�jl u., '_ 1 1 , r " » . + , ti COUNTY OF BRAZOS 11 FLOODWAY t::1'Yt• a. I 4�1``�3'11ti F,p \� au appeared Vicki Hillert known South 41' 17 16 West, a distance of 104.92 feet to 5/8 Iron rod set for corner; Before me, the undeirs igned authority, on this day. personally appe G to me to be the person whose name is subscribed to the foregoing instrument, and `DS , acknowledged to me that he executed the some for the purpose and consideration therein South 41'19'02" West, a distance of 248.55 feet to 5/8" iron rod set for corner; 1 11 d t stae. » ' / \ f 1 feet to 5 I �� ... „1r . ,, 1� PP South 40'42 23 West, a distance o 2 .82 8 Iron rod set for the south corner of / 3 Given under my hand and seal on this day of 2 0 this tract, also being the east corner of the Greens Prairie Investor's, Ltd. remainder of the 316.02 acre tract, as recorded in Vol. 3905, Page 55, of the B.C.O.R. CASTLEGATE SECTION 5 i BLOCK z I , HLOCiC i , PHASE 1 LO I 111 Mt 'Ir ,' �� "�"��+ • __ �+ THENCE North 56'31'58" West, a distance of 884.65 feet along the common line between this 2S G I I I ►�% ,I, . �, \\ J;•r { . G L. UR50 » I I a 4 / �-� � \ Nottlry Public, State of Tixtu -� - tract and said remainder of a the 316.02 acre tract to 5/8 iron rod set for the west corner I ',y � �'�. �� /�' �\ \\ �lG� � My Commission Ex0es Lary P Brazos County ,Texas of this tract, also being the south corner of the future development of Castlegate Section 7; septernber 05, 2 I 1 1 a, ti/ yw. , �,' THENCE along the common line between this tract and said future development of Costlegate 1 1 9 `' 5 BLOCK 3 ��\ °l Section 7 for the following calls: 111 ,001 �`��� �i• ��'� •' v� ` \\ 1 \�` \` CERTIFICATE OF THE COUNTY CLERK North 6'35'48" West, a distance of 256.86 feet to 5/8" iron rod set for corner; STATE OF TEXAS North 5'27'54" West, a distance of 254.38 feet to 5/8" iron rod set for the north corner of I p 6 COUNTY OF BRAZOS this tract, also being the west corner of said Costlegate Subdivision, Section 5, Phase 1; op I I I i ; ail e� -�r ^� �►�' 54 I ���b�lv�... County Clerk, in dnd for said county, do hereby certify that THENCE along the common line between this tract and said Section 5 for the following calls: " i P.u.E ti`' , ` � 1:1 plat together with its certificates of au entication was filed for record in my office the 7 ' 1� 1 f( e;�'w; to \� 3 / day of �� in the Deed Records of Brazos County, North 84'32 O6 " East, a distance of 38.94 feet to 5/8 " iron .rod set for corner; Texas, in Volume Pa9e 57' I►�► 53 " " WITNESS my-hand and official Seal, at m office in Br an, Texas. South 88'54 12 East, a distance of 134.33 feet to 5/8 iron rod set for corner; - 1 11 , , ��• �` �h�" `yam 8 t � � �►� �, 3 ` ` ' ' South 1 54 01 West, a distance of 9.45 feet to 5/8 iron rod set for corner; N lj I I � 52 � ';S ^'� ) j , � y . ; ,/ \� County Clerk South 88'05'59' East, a distance of 50.00 feet to 5/8 iron rod set. for corner; I I., CIS f,.:. Y , . % / \\\ �• Brazos County, Texas g 5' , NI I �\ M North 82'52'37" East, o distance of 171,36 feet to 5/8" iron rod set for corner; .. � .. P.U.E. i �/ I ... � v gOk g5 I I LIMIT O F I ; / ' 5 H6�. ��',' ,' I 40 -:1 �1 ,, 1 521 i i North 79' 11 ' 15" East, a distance of 74.02 feet to 5/8" iron rod set for corner; DETAILED 1 I I o . / Ap y ss . ts F� e/ l t �, -, • P.U. 5 I I I • �' `� 51 STUDY I p i South 1'32 24" East, a distance of 45.79 feet to 5/8 " iron rod set for corner; I ' rd,,,t ti Ai, Q\ '� �4 39 I ( W P.U.E. I 1 1 I I 10 ^, , . gig 3 I I 41'59'53 N �L i 1 South 48'00'07" East, a distance of 463.44 feet to 5/8" iron rod set for corner; t N41'S9 �� i 53'E oo B, 1 . `�d by , __ ___ ; r r N41' I �� r0- I 3.56' 120.41' - -- i BLOCK 3 APPROVAL OF PLANNING AND ZONING COMMISSION South 41'59'53" West, a distance of 92.50 feet to 5/8" iron rod set for corner; I 1 10' P.I.I.E. j�,,, 126.8:7 I I 41 0-1 �+ 1 .t� . S' P.0 E. b t 6 J�_\ » 1 s' t t I 1 C .� SO I, _� -, Chairman of the Planning and Zoning Commission South 48'00 07 East, a distance of 125.00 feet to 5/8' iron rod set for corner; 1 I 11 P.u. I I {'' t > �° r $� i �!I $ of the City of College Station, Texas, hereb certify that the attached plat was I I I 1 N4 tr 38 I I 41'59 - 53"E I o .+ o � i _ __ duly 0-p ove b the Commission on t e day of South 41'59'53" West, a distance of 25..14 feet to 5/8" iron rod set for corner; I I 43'36'E t , 12 00' G N41 53'E _ 6' 0 1 -- 1 -4 12 f�0 1 20 t » I I I 1 t0• 137.32' I 1 _ ,N 4.1'S9'S3 'E � _ I � � m I +*' South 48'00 07 East, a distance of 50.00 feet to 5/8 iron rod set for comer, P.0 E I 1 140.27' , " Q64 1 11 la 10' P.U.E. I � � I I I i°t 9I �, - ' 49 Q 7 -- - Around a curve to the right having a delta angle of 90'00'00 .an arc distance of 39.27 feet, 12 , r I irrran 0 I I I i y 1# �- 37 . I I I 1 1 Q Chc a radius of 25.00 feet, and a chord of North 86'59'53* East, a distance of 35.36 feet to P.I.I.E. o 5' P.. 1.00 1 ► c� t'S9'S3'E _!. ` _,t n,.!2 t - - n�r �y 1 t _ 5/8 Iron rod set for corner, I I I 1 _yg92>2L 1 _ _N 41'59'5 r__ 0-1 1 20.g0 , � t I 120.Q0' 1 m __ 137.9A'. I . n �� 48 i t South 48'00'07" East, a distance of 62.15 feet to 5/8 " iron rod set for corner; I t2 �T' 1 I I r-N3328 02 2, I��Y I , 43 �; -- - 5' P.U. E� 3 ' u� i°T 14 I T om' ' � s .65' t ^ Around a curve to the right having a delta angle of 14'02'10 ", an arc distance of 36.75 feet, COMMON °' $ 36 t t . N4.t'59'53'E 1 .• E -1 _ _ _ _. "a radius of 150.00 feet, and a chord of South 40'59'02' East; o distance of 36.6$ feet to 'M NI 1 P.u.E I _ _ CERTIFICATE OF CITY ENGINEER NO. 9 � 13 -� - -- i 5/8 » iron rod set for corner, (0.029 ) I 1 `� 1 N41'59 53 " E N3328' City E n g i neer o I ► 86.59 ► � I 1 02.E -__ 1 I � 40" , i � 1 �► I Engif .he City of College Station, 127 , I I I r_ 125 m i III 141st tiv i i Subdivision Regu ons o Texas, hereby certify that this Subdivision can farms to the requirements of the' South 33'57'56 "`East, a distance of 24.91 feet to 5/8" iron rod set `for corner, I 1 1 1 W P.U. E �'' z e � i 44 \ 47 latif the City of College Station, Texas. Around a curve to the left having a delta angle of 14'02' 10', an arc distance of 36.75 feet, a I x'I 14 351 i P.0 E i i 9 radius of 150.00 feet, and a chord of South 40'59'02" East, a distance of 36.65 feet to 5/8' I 1 1 • 8'02'E 1 1 N41'S 'S3" 1 I ' / �P.U" I ~ 1 / / iron rod set for corner; GREENS PRAIRIE �tol 1 N33 2 _� I 1 _9 E I i �� tt IZ ` �ti� City gineer r East, a distance of 42.07 feet to 5/8 " trop rod set for corner; INVESTORS I LTD. I 125 1 ` , t 16.52 , I 1 ' 45 P,u.E , $ (JAI 1 oN to o y p� 1� s �, , 1 .t I I I 4 y S ) 1 � South 48 00 07 ,D I 1 REMAINDER OF I "1.1 ' ; ' 1 I �' cl Ig ooscMObr I I 10 318.02 AC. TRACT I 1 15 w P• 34 , v �� AttB&r,o 11 i �/ Around a curve to the right having a delta angle of 89'17'23 ", on arc distance of 38.96 feet, 1 " I 1 't' 20 �I i I 149 taeta,uc) 11 I I a radius of 25.00 feet, and a chord of South 3'21 25 East, a distance of 35.14 feet to the / I (� P.U.E. 12 I I 3905 I =1 N33 28_02 E 14 I p,U,E I I PLACE BEGINNING containing 58 49 square feet or 13.507 acres. 1 `__ 92.77 - -- 57.50 --- ia.00' -- OF n 8 3 s u I 125 a ► at - - - - - - - - -- - 55.05'--- - - - - -- T- ---- - - - - -- I 1 1 r -- -- - - - - -- - - - -- - - -- �!- ---- ---------- - . E ►t+ SI,OCY► 3 1 5' P.0 Z Z I 1 328-0 ' 2 E N N CERTIFICATE OF SURVEYOR 1 1 N3 1 uI FUTURE 1 33 32 � 31 P 18 30 t 29 1 28 I DEVELOPMENT I I 1 125.p0 s ulg t o (0 I I 27 STATE OF TEXAS I 1 �'3 �, CASTLEGATE COUNTY OF BRAZOS I I ''1 17 � � `� � $ � '�s� � ' SECTION 6 I 7 \` a �s8 �+ j� �p p P.U.E. at f 5'Z BLOCK I, Dante Carlomagno, Registered Public Surveyor No. 1562, in the State of Texas, hereby certify LINE TABLE TABLE LINE LENGTH BEARING Lt 38.94' N84'3 bII L2 134.3 ' S8 4' 1 " L3 90'00'00" 01' 1'W L4 50.00' S88'05'59'E L5 171.36' N8752'37E L6 74.02' N79'11'I5'E L7 45.79' S01'32'24E LB 92.50' S41'5953'W L9 125.00' S '07'E L10 25.14' S41'5 ' L11 50.00' S48'00'07" L12 .15' S4,WOO'07'E L13 2.4.91 ' S33'57' 'E L14 42.07' S4E'00'07 "E L15 104.92' S41'17'16'W L16 21.82' S40'42'23W L17 7.23' NO1'54'01'E L18 44.16' N85'09'11 "E L19 44.57' S85'09'11'W L20 3.06' SO4'50'49 "E L21 7.23' N01'54' 1" L22 75.02' S20'40'1 9E L23 68.00' S28' 17'07 "E L24 31.54' S892733 L25 39.81' S89'27'33 W L26 54.19' S89'27'33"W L27 21.43' N00'37 18'W L28 7.93' N00'37'18'W L29 11.74' S89 27'33'W L30 50.00' S75'33'19'W L31 177.11 N09'0 '54'W L32 38.55' N67'46'51I L33 10.01' S19'10'03'E L34 36.74' N6746'56"E L35 77.59' N09'02'54W L36 20.36' N7E 55'10 "E L37 5.23' S28' 17'07 "E L38 106.98' N14'24'43`W L39 S82'43'58'W N 4 " that this plat Is true and correct and was prepared from an actual survey of the property and that the property markers and monuments were placed under my supervision on the ground. OF Do to Cort agno, R.P.L.S. t 2 DANTE CAFil.UMAGNi 1562 Bk Vol �T. a ol Filed ror Record in: ' °�o Doc 8k BRAZOS COUNTY iiii918460 OR 7187 1 28 CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 39.27' 25.00' 90'00'00" 5.00' 35.36' N 9'53 "E C2 36.75' 150.00' 14'0 '1 36,65' " C3 ENGINEER: 50.00' 14' '1 ' 16.47' 36.6 '02'E C4 . 36.75' 4490 Castlegate Drive 24.69' 35.14' 1' C5 85.75' 970.50' 5'03'46' 42.91' 85.73' S00'37'52'E C6 40.00' 25.00' 91'41'04' 25.75' 35.87' 549'00'17 "E C7 18:5.96' 225.00' 46'50'42' 97.47' 178.88' S71'25'28 "E C8 58.57' 100.00' 33'33'26' 30.15' 57.74' S64'46'50'E C9 215.65' 50.00' L24 75.38' 83.33' 'S41*59*53W CIO 58.57' 100.00' 33 33'26' 30.15' 57.74' N31'13' 4'W C11 1418' 175.00' 4"0'42 75.81' 139.13' N71' 8'W C12 5.00' 0'00" 25,00' 35.3 40'09'11'W C13 7' 275.00' 51'41'08' 133.19' 39.75' S30'41'23 "E C14 71.10' 50.00' 81' 8'09' 43.06' 65J S' N82'43'58'E C15 17.39' 25.00' 39'51'08' 9.06' 17.04' S22'04'19"W C16 140.65' 50.00' 161'10'26 301.60' 98.65' S82'43'58'W C17 17.39' 25.00' 39'51'08' 9.06' 17.04' N36'36'23W C18 293.18' 325.00' 51'41'08' 157.41' 283.34' N30'4l'23"W C19 1 .1 10 .50' 6'44'50' 1 60.1 120.11 O1' '24"W On: Mar 08 at 03:33P As a Plats Document Number: 00918960 Amount 58.011 Receipt Number - 285933 89 F Cathy Barcelona STATE OF TEXAS COUNTY OF BRAZOS I hereby certify that this instrument was riled on the date and time stamped hereon by me and was duly recorded in the volume and Page -Of the Orricial Public records or: BRAZOS COUNTY as Stamped hereon by me. Mar 08112006 HONORABLE KAREN MCQUEENr COUNTY CLERK BRAZOS CO NOTES 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT (PDD). MODIFICATIONS OR VARIATIONS TO THE CITY OF COLLEGE STATION STANDARDS ARE REQUESTED FOR THE FOLLOWING ITEMS; - STREET PAVEMENT WIDTHS FOR RESIDENTIAL STREETS -24' WIDTH FOR CUL -DE -SAC STREETS -27' WIDTH FOR OTHER RESIDENTIAL STREETS - SIDEWALK REQUIREMENTS FOR RESIDENTIAL STREETS -NO SIDEWALKS ARE PROPOSED - BUILDING SETBACK LINE DISTANCES -FRONT SETBACK: 20' MINIMUM -SIDE SETBACK: 7.5' -SIDE STREET SETBACK: 15' -REAR SETBACK: 20' FOR LOTS > 100' IN DEPTH 15' FOR LOTS <100' IN DEPTH - MINIMUM LOT SIZE AND DIMENSIONS WITH SPECIAL CONSIDERATION TO LOTS THAT ARE LOCATED ADJACENT TO THE FLOODPLAIN OR GREENWAY AREAS - MINIMUM LOT AREA: 6000 SF - MINIMUM LOT WIDTH: 50' AT FRONT /REAR SETBACK LINE 35' AT STREET RIGHT -OF -WAY - MINIMUM LOT DEPTH: 87.5' THE LOTS WILL MEET THE REQUIREMENTS OF R -1 ZONING UNLESS SPECIFIED OTHERWISE. 3. A VARIANCE TO THE SUBDIVISION REGULATIONS FOR BLOCK LENGTH WAS GRANTED BY THE CITY OF COLLEGE STATION PLANNING do ZONING COMMISSION ON DECEMBER 11, 2003. 4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041CO205 D. EFFECTIVE DATE 2 - 9 - 2000. 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT -OF -WAY LINES ARE ARC LENGTHS. 6_ LOT 23, BLOCK 1 WILL NOT BE ALLOWED DRIVEWAY ACCESS TO DONNWGTON CARNE. 7. THE COMMON AREAS WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION (HOA)._. 8. IRON RODS WILL BE SET AT ALL LOT CORNERS AS REQUIRED BY THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE STATION. 9. THE STORM WATER DRAINAGE STRUCTURES AND DETENTION POND. LOCATED IN COMMON AREA NO. 7 ARE PRIVATELY OWNED AND MAINTAINED. VICINITY MAP W r> WF.cr LOCA•nOH �*�• t � � CASTLEGATE SUBDIVISION i , i i SECTION 5, PHASE 2 13.507 ACRES BLOCK 1, LOTS 4-23 BLOCK 3, LOTS 30-54 ROBERT STEVENSON SURVEY A -54 , COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1' =80' i JUNE, 2004 (REVISED) REVISED JANUARY, 2006 REV. FEBRUARY, 2006 OWNER /DEVELOPER ENGINEER: Greens Prairie Investors, Ltd. by Greene Pralrle Associates. LLC T CON 4490 Castlegate Drive Calla," Station, TX 77845 go SURVEYOR: General Contractors Dante Carlomagno, RPLS No. 1562 Ginger L. Urso, P.E.. CARL.ONAGNO Surveying Inc. 1707 Graham Raoad 2714 Flnf•ather Road College Station, Texas 77845 Bryan TX 77801 (979) 775 -2873 (979) 764 -7743 .... -� .. ., ', ..v.e.vw",»»..e.,v„ul. . y.y,.,pT _ _ �•'.,wa- _ -' ,! • I T __ "_' _- ';!•�L� - .. ._ ._.-.. FM R E ET, Al 0 Af o D 0 � I� �� Q DD�IO� O � Q G�Q� �O ca co �U N 9 JU Ly �oo 9 Developer: Greens Prairie Investors,. Ltd INDEX OF SHEETS 4490 Castlegate Drive DESCRIPTION SHEET N0. College Station TX 77845 OVERALL LAYOUT & STORM WATER POLLUTION PREVENTION PLAN 1 (979) 690 '7250 PLAN /PROFILE — NEWARK CIRCLE, STA. 3 +75.83 TO 15 +86.43 2 PLAN /PROFILE — HEARST COURT, STA. 0 +00 TO 4 +67.04 3 PLAN /PROFILE — STORM SEWER PIPES 5,4 8E 6 AND DETENTION 4 POND OUTLET STRUCTURE, FLUME & CHANNEL PLAN /PROFILE — WATERLINE W-1, STA. 0 +00 TO 11+23.23 5 PLAN /PROFILE — WATERLINE W -6, STA. 0 +00 TO 3 +96.31 6 WATERLINE W -7, STA. 0 +00 TO 1+71.50 PLAN /PROFILE — SEWER LINE S -1, STA. 4 +57.58 TO 15 +65.97 7 PLAN /PROFILE — SEWER LINE S -4, STA. 0 +00 TO 5 +43.69 8 SEWER LINE S -5, STA. 0 +00 TO 2 +38.86 Prepared by . STREET & PAVEMENT DETAILS 9 STORM SEWER DETAILS 10 CON WATERLINE DETAILS FIGURE W TE SANITARY SEWER DETAILS FIGURE S General Contractors 4�fi OF T 1707 Graham Road IOSEPH h. S6NULTZ College Station TX 77845 U . ; 8588 0 , (979) 690 -7711 L-, 4 L H + FU RE DEVELOPM NT CAS EGATE SECTI N 7 i GREENS P AIRIE INVES ORS, LTD. ' REMAINDE OF 316.02 C. TRACT 3905/55_ ZONED PDD H \ ' �` ` j 1 ` -� 1 10 -YEAR e l l � �, a � �._ -�,��� � � h� �.-- � AREA II FLO DPLAIN ' NO.1 LiMIT,t .32 AC. I S / 80 40 SCAL IN FEET LIMITS 1OF �" � �'� � ��� � 1 V s FLOOD AYE 3 PEA GRAVEL �7 R NYLON BAGS (OR APPROVED EQUIVALENT) `\ 6 HEIGHT (MIN.), LAID END TO END. �J PAVEMENT AREA DGE OF GUTTER / OF CURB CASTLE ATE �--' SECTIO 3 f ` PHA 4251 1-4 ZO PDD —H PATH O CURB /GRATE INLET OR JUNCTION BOX NTS 3 DIA. CRUSHED STONE, MIN. THICKNESS - 6 MIN. ROCK EXIT LENGTH - 30'. SIZE. LOCATION AS SHOWN ON THIS SHEET. EXISTING OR PROPOSED PUBLIC ROAD OR 57REET J I THE DOT SHALL BE MAINTNNED AND KEPT IN A CONDITION j THAT PREVENTS MUD FROM LEAVING THE SITE. ADDITIONAL CRUSHED STONE SHALL BE ADDED AS NECESSARY. / CONSTRUCTION EXIT NTS U EXISTING 8' SEWER LINE _ \ 25 / 24 CTION / ), �* /�- '♦♦ \`, / / `� \\ \\ �• �`Vla - 9 i / S IT � / � 23 ., EXISTING 8° 1 // ~\ , Y�! \♦ \ \ \ i ` \WATERLINE / STO �NLET 5-5 22 RECESSED , i NC \\ t /i ''_ -L' . -' �\ gSo/j \\ / 80X 2 M PIP �iOtar�l TOR ` \ \ 60. L° F \ ^ / r` -.. • ! �� 2 R S 5A `♦ \\ \�� !/ CsFNCE , OCK 2 / ! STORM INLET 5-6 s �� STORM IPE \` \ �. F, \\ / /c/ 19 JJ/ 15' RECESSE� 53 ���•- `Y r: � ? t,T- - �`�x`s 'z r= ; >:- ".�a •�.. � \ / b s 24 "/� \ 52 8 SEWER tlNf S -1 % � ,/ � I I i \ r 1 1 �L�1' PROTECTI SQUIRED AT 6" SEWER IIgLETS) \\ \ LINE S-4-- _ i + \ \ i6 F,��+ "., / r i I 4 � \ P + \� . I i \ 51 ' c i ' t ! 17 BLOCK 1 DETAILED I , _ ! 17 , III - CAS EGATE / 1 x t t 39 I- N 5 / 18 WAT� RL W= 6 „�e�� 10 BLOCK 3 4. 6 I t 1 I A 1 1 41� i m 1 50 i m I•"' i ` 15 16 i i i — \,\ i t ! i 1 1 I I 1 1 I a - o !n " 1 1 . 1 ` � � i 38 ' I -- -- = CD 1 1 8 WATERLINE W -1 1 ' I o 1 -, t cTS I I I ---- - - - - -- 1 1 1 + 42 1 0 1 to I I( ° ' 15 _ m a 00 I - - -- 1 12 * I 1- - - , , WATERi -Its i �-- • ---... I I t - - , ,n- � - - - I t ,--'" I � - - -- I ' a I IJATERLINE 1 t t '/' I I r P t t r i o i L_ -GAT€ T 2" BL OFF !/ 1 48 1 r 8 // i SECTION 4 t J \, / � I i 2O 1 , 1 t 1 43 V \\ f l ' \\ 13 i r i I I i + 1 �5`_� 2 MMON ' ► ' t 36 I _ _ / -- _ I \ I , = m _ _ _ _ , 4362/4 NO.9 &P.U.E. 13 8 "SEWER r - - -= ----- y i ' ' f ZONED PDD -'- F� (0.029 A .) 1 LINE S- I I 1 1 1 _ ,,,, _-•- -" - 1 1 �' 1 I l t ; � I I t 1 / +,+ j � � I I � ` Ts 47 I ♦ f � ' i 21 t m I 35 $ 1 14 / 1 1 1 1 LANDSG`APE 12 r _ ♦ 1 1 �- \ IRRIGATION -e PVC ICAL) ! i , - t j f 5♦ i GREENS PRAIRIE ' ' - - "� _ i ' T r �/ 45 I i 46 12 INVESTORS, LTD. 1 ! 1 v C9 1 I 1 1 COMMON 1 t 10 , I I r , y f REMAINDER OF , 1 15 i m� 1 34 1 i f II AREA � i � / � I' i I i % 22 6.02 AC I � 1 _ ► . TRACT 1 + ` 't' ' 1 I I 1 I r 0.014 AC. ♦ I t / '' \ , 1 31 li ( ) / .I I/ \i ♦ ♦I ' 3905/55 ! _ - L----- - - - - -- + ------- - - - - -- �- -- -------- L - - - -- ---------- - - - - -- - - - - - -- --- - - - - -- +- _ - - - - -- - -I i I 1 �t9 - - I H f SILT FENCE � � .� c , � _ __ -- � _ -- a I i 1 I L-- - --------- - - 1 - i 16 1 ° t K 1 t 4 FUTURE l 4 — — 1 ► m ` t t 33 32 31 30 � 29 28 27 1 26 25 24 23 1 m i i 1 DEV NT r \ CASTLEGA 1 ► t I ( ' E7NS I / 1 I ' / l / t SECTION 6 17 \ ON UCTION ` 6 WATERLINE BLOCK 3 t I E J / `. s w RLINE ' / 1 coNC \- - -- --------- - - -�L- - - - - -- - - -- -- - ___ - - -- --- - - - -_- 9.9 ACRES -- - - -- - - -- - -- - - - - - -- - - -- \ - - r i� \ ZONED A -0 1 " FLUME v -e J 1 I I / \ \♦ 1 _ _ _- / N �> , -' New Circle t, 9 + \♦ . ' 1 18 �' 3 A <- \ d -� 27' B- ASPH PVMT, 5Q' ROW S -6 6 • i 5 6 i 6 ♦ / 50' CITGO PIPELINE EASEMENT 8" SEWER,/ / I ♦ !// Vol. 3440, P 40 ~ -- - - - - - -- -- - - - - -- --- - - - - \ LINE S -5 / , - - -- / 9' ' /'/ _5 a �. \ 1 r / TINC , -- - - - -- \ . \ ` , \♦ 10" PIPELINE, 600 PSI MAX. i /' - BL 1 I `� I s" x UNE�� BL 2 - - t 1 ♦ r OPERATING PRESSURE, REFINED L. I 1 I I t 1 �' s , I + 1\ ° 11 ,. _ -• --^'7 _ \♦/ PETROLEUM PRODUCT \ // I 6° SEWER 1 I ! C! i ' ' + 1�� 8 + \ `♦ LIN S-1 I I 23 ,.. m 1 1 I f 4 �` i Z1 , WIWAM 19 1 1 21 11 = i / I - 1, /{ COM 41CATIONS ' EASEMENT ♦ I f Vol. 736 P . 228 - - - -- ,2 _ _ _ __ -_ -I - _ - - - -_ _ - - - - -- - - - - -- - -- - -- -- - ---- -------- -_ _- - - -- -------- - - - - -- -- - C' r - - - -__ - - - - - -- -- / ' 1Z_ - )pit i COMMON AREA / - 1 TE UNDERGROU - DUIT s'�r 745/838 EA ENT, + BLOB ,� COMMONAREA / t NO.6 (0.046 AC:) COMMON ' t f 1 �� D y ► 20' SEYWOLE PIPELINE EAS ENT � ' STRUCTURE � �`-- {128 AC.) 5 GTE DUIT EAGROENT 7 AC.) �� 1022 07 I , / 4' PIPELINE, 1440 PSI AX. s I 1/00 \ f OPERATING PI 3UR LPG ­71 � —�-- f - - -i ='F -- — 6A: RIP -RAP - Greens Prairie Road HAY BALES AND SILT FENCE TO BE USED IN AREAS OF CONCENTRATED DRAINAGE FLOWS. STAKES -1 "x2" 2 PER BALE WIRE FENCING TO STAKES+ -6' SPACING OR WIRE FENCING TO SILT FENCE FABRIC PROVIDE SUPPORT f P051S -10' SPACING PROVIDE SUPPORT TO FABRIC TO FABRIC @ILT FENCE FABRIC DIRECTION OF FLOW DIRECTION OF FLOW EXISTING GROUND EXISTING GROUND BURY BOTTOM FLAP 12 MIN. DEPTH BURY BOTTOM FLAP {2' MIN. DEPTH SILT FENCE W/ SILT FENCE HAY BALES NTS NTS NOTE: TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 1994. LEGEND CONSTRUCTION NOTES: 1. The Contractor shall be responsible for verifying the exact location of all existing underground utilities. Notifications of the utility companies 48 hours in advance of construction is required. Dig Tess (800) 344 -8377 TXU Gas (979) 774 -2501 COX Communications (979) 846 -2229 Verizon (800) 344 -8377 2. It is the responsibility of the Contractor to use whatever means necessary to minimize erosion and prevent sediment from leaving the project site. 3. The Contractor is responsible for inspecting and maintaining the erosion and sediment control devices. Inspections shall be done every 14 days and after every rainfall event of 1/2 or more. 4. All construction shall be in accordance with the 2004 City of Bryan /College Station Standard Specifications for Water & Sewer Construction. All construction shall be coordinated with the City Engineer's office. 5. The construction shall comply with OSHA Standard 29 CFR Part 1926 Subpart P for trench safety requirements. 6. Project Benchmark: College Station Monument CS -137, Elevation 332.97 (located on the north side of Greens Prairie Road near the intersection with Castlegate Drive). 7. Inlet protection to be installed at all inlets. 8. The contractor is required to maintain the TPDES General Permit no. TXR 150000 requirements for construction sites. NTS COMPLIAN AUG 3 120 COLLEGE STA ENGINEERING VICINITY MAP 30 Future�H 40 o- N PROJECT LOCATION NOTTO �P` arrre fi..l - , ttlI �� 00 eo eo • e T l� *� 0 0 O e ........................... a JOSEPH .. SCHULTZ I0Oeelaoeaesa•e••O Oe 9 6588 C6 -(b -o� z 17 U O Q w M in o Q wz Q Q V) W U X W J (n 0 0 LL. O t- U LiL J U) ZoUJO W ry ( f ) G1 0 LL_ > o0 W � / L.I_ Z) In I) W 00 o of L � O 00 -F- U � O � L_ v -I— -� x o O U o� 0 LNG (0 m CO EXISTING CONTOUR (MAJOR) ;\ EXISTING CONTOUR (MINOR) < U) PLAT BOUNDARY — - - - - — PROPERTY LINE PROPOSED SANITARY SEWER LINE V_e _V_e PROPOSED WATER LINE —_ = -- ELECTRICAL FIRE HYDRANT a GATE VALVE O SANITARY SEWER MANHOLE FLOW DIRECTION ® HAY BALE CHECK DAM LO CONSTRUCTION EXIT MIMI =III®IM SILT FENCE INLET PROTECTION PLO .e..l.eee 100 -YEAR FLOODPLAIN LIMIT (PER FEMA) -- — -- -- — -- — -- FLOODWAY LIMITS 247 ■ BASE FLOOD ELEVATION CONSTRUCTION NOTES: 1. The Contractor shall be responsible for verifying the exact location of all existing underground utilities. Notifications of the utility companies 48 hours in advance of construction is required. Dig Tess (800) 344 -8377 TXU Gas (979) 774 -2501 COX Communications (979) 846 -2229 Verizon (800) 344 -8377 2. It is the responsibility of the Contractor to use whatever means necessary to minimize erosion and prevent sediment from leaving the project site. 3. The Contractor is responsible for inspecting and maintaining the erosion and sediment control devices. Inspections shall be done every 14 days and after every rainfall event of 1/2 or more. 4. All construction shall be in accordance with the 2004 City of Bryan /College Station Standard Specifications for Water & Sewer Construction. All construction shall be coordinated with the City Engineer's office. 5. The construction shall comply with OSHA Standard 29 CFR Part 1926 Subpart P for trench safety requirements. 6. Project Benchmark: College Station Monument CS -137, Elevation 332.97 (located on the north side of Greens Prairie Road near the intersection with Castlegate Drive). 7. Inlet protection to be installed at all inlets. 8. The contractor is required to maintain the TPDES General Permit no. TXR 150000 requirements for construction sites. NTS COMPLIAN AUG 3 120 COLLEGE STA ENGINEERING VICINITY MAP 30 Future�H 40 o- N PROJECT LOCATION NOTTO �P` arrre fi..l - , ttlI �� 00 eo eo • e T l� *� 0 0 O e ........................... a JOSEPH .. SCHULTZ I0Oeelaoeaesa•e••O Oe 9 6588 C6 -(b -o� z 17 U O Q w M in o Q wz Q Q V) W U X W J (n 0 0 LL. O t- U LiL J U) ZoUJO W ry ( f ) G1 0 LL_ > o0 W � / L.I_ Z) In I) W 00 o of L � O 00 -F- U � O � L_ v -I— -� x o O U o� 0 LNG (0 m CO SHEET 1 OF 10 BELOW bd NG GROUND HAY BALE CHECK DAM ;\ < U) ■ LO UJ WW ■ •' ■ �# i < W o 1 SHEET 1 OF 10 BELOW bd NG GROUND HAY BALE CHECK DAM 40 20 0 179 4 SCALE IN FE 24" RCP STORM PIPE 5A 27" RCP STORM INLET 5-5 W-8 Sig 311+r 5 Newark Circle JUNCTION BOX 2 \ ^�~ / \ \ | � \ . \ ` PROF SCALE 1" = 40` HORZ 1" = uf VERT. - NON-STFUCTURAL Northing STRUCTURAL go Direction aao+ou 1018*96.3e2e 3572340.1699 r~ INLET NO. 5­5 4.5000 nm-u2-1rW 330+04.50 328 328 STA. 330+91.22-ELEV=319. C� X ozoney s 01-30-34 E 330+91.72 10184869.69*6 3572342.3598 � � ~= »� ' � �, � 16o000 u n+-*a-o*s 331+07.72 10184853.7486 3572343.6735 STA. 331+11 16.22-El FV=320.48 K� �' (D naynru s 0+-38-08 s STA. 332+ 33.22-ELEV=320 1 71 3572350057e JUNCTION BOX 2 15' RECESSED 16.5000 o 0+-40-45 c 332+03.22 101e4758.5648 3572351.*039 Horizonta Alignment STA. 330+05-ELEV=317.92 nmpou LL C/) Desc: Flume, Outlet Structure & Pipe 0 6 U j nouc. mtouvn -_-_-____-_----_-_-______________ nnmu/nunm Data GRADE __\GRC LIND ------------------------------------------------------ PI ana+ou 0 320 3572940.2262 Length: 35.00 n 320 won-2o-o4W CL _______________________________________________________ PI 333+25 10183965.5204 35729275467 Length: PIPE 6 woo-28+u+W omu,. ------------------------------------------------------- o-oo-oo ZPIPE 79.0 LF @ 1.39% 5A, 7" T&G RCP \\, \-6" 10183943.97+4 3572e40.2262 aao+uo 87.2 LF @ 1.10% 101839e5.5204 3572e27.5467 umom. 25.00 EXISTIN G w 30-28-3** SEWER ------ --------------- PI 33e34 I ----------------------------_____' PIPE 5 3572922.e821 LINE S-4 LL_ C mytu' _______________________________________________________ o-no-on 00 to Tangent Data ano+mo 10183965.5204 35729275467 nnx+n* 101e39732770 3572922-9821 Length: eoo o*ursm w 30-28-34w _______________________________________________________ PI ano+u/'oe 10184022.8024 nnromauuaro umnm: 304 ovvmm w 30-28-34* Delta: o-m+no 304 _______________________________________________________ Tangent Data naa+a* 10183973.2770 3572922.9821 333+91.*6 10184022.8024 3572893.8373 00 Lo 1.0 ovumw m oo-oe-n* w 0 04 C14 101840253880 3572892.3157 Length: 5.*0 cnvmm w on-ou-o*w nauz o-oo-no 0)0 ------------------------------------------------------- 00 333+91.** 1018*022.8024 3572893.8373 333+94.*6 1018*0253800 3572892.3157 0 3.00 Course: m 30-28-3** C14 00 10184030.0395 35728e9.e784 umnm. 98.48 ouumo: wo4-no-*ow De uz 33-32-12 _______________________________________________________ 330f00 331f00 332+00 PROFILE - STORM SEWER PIPES 5A & 6 RO RIP QE DIT TO \DRAI 33 WV SAFETY END P :EATMENT OND OUTLET m tp Vold . \ CONCRETE 31 U CHANNEL r GRADE AREA ~ ~ ` TO DRAIN ~ � \ CONCRETE . cumowE/E / Rk \ \ o FLUME \ \ | \ |^ L- OU ET CURB WN DETENTION POND 5 PROPOSED POND 324.65 CONTOURS TC 324.55 32 TF 323.72 18 TF 324.22 In TF 323.72 20 10 0 20 In SCALE IN FEET -32 4--TOPOGRAPHY SHOWN IS FROM FIELD S D&TA TOPOGRAPHY PREPARED FOR THE CITY -C STATION IN 40 2 0 40 SCALE IN FEET 0 19 1. STORM SEWER PIPE MATERI L RCP, T&G ASTM C-76, CLASS III OR RCP, PROFILE CASK1 IN ACCORDANCE WITH ASTM C443, ASTM C-76 CLASS 111. 2. REFER TO STORM SEWER D - DETAILS AND NLET & HEADWALL 3. 30" DIAMEIER PIPE MAY BE S09811TUTED FOR THE 27" DIAMETER TOP OF DETENTION 4. EXISTING GROUND PROFILE SHOWN POND BERM = 324.00 IS BASED ON FIELD SURVEY DATA. 328 OUTLET STRUCTURE -EXISTING I- BLOCKS EMMMEM-2 GRADE TO DRAIN 1.50% 015006000000 N, 0j STA: 337+04.11 EL[V: 324.67 0.1 1115121MMMM POND OU I Lt I PIPE �_CONCRETE CHANNEL RIP-R 4,P FLUME REF_ STA 336+25.70 STA 336+35.71 C14 04 04 U) 04 C14 LO to 333f00 334f00 335f00 336f00 337f00 PROFILE DETENTION POND OUTLET PIPE N & CHANNEL DETENTION POND OUTLET S UCTURE TYPICAL DETAILS , 1 FRONT VIEW NTS ELEV. 320.5 27" RCP FOOTPR OF FOOTING V . -J| | 12^ _1 k -~1 18+ -~4 �~- y PLAN VIEW NTS DESIGN GRADE G" EXISTING � �-��--�-��-\-- 2 BARS , DRAINAGE CHANNEL SECTION A-A NTS EXISTING #3 BARS GROUNDA . . . . . . . . . . . DE 6' DRAINAGE FLUME SECTION B-B NTS GRADE wme oISSIPAmnamuKS REQUIRED ONLY AT DOWNSTREAM emo or uwAwwu_ OR AS nsQu|nco BY ENGINEER 1O~ 1O^ 8 ^ 8 1 REVIE PLAN AUG 3 1 200 DISSIPATOR BLOCK LOCATION COLLEGE STAIMN FOR CHANNEL | tLLV. 01-0-W 1 � ��� SECTION 13-13 NTS #4 @1D~O.C.E.VK [CAL IN ALL ^O.C.E.W. " L " .BAR DETAIL #4 BARS 24" NTS BARS REQUIRED 0 12" O.C. SPACING -�� 1n Horizontal Alignment PI Station Report. PI Station Northing Eaotinn Distance Direction aao+ou 1018*96.3e2e 3572340.1699 r~ 4.5000 nm-u2-1rW 330+04.50 1018+e56.88*2 W72340.0*22 C� X ozoney s 01-30-34 E 330+91.72 10184869.69*6 3572342.3598 � � ~= »� ' � �, � 16o000 u n+-*a-o*s 331+07.72 10184853.7486 3572343.6735 CL 0 K� �' (D naynru s 0+-38-08 s 331+86.72 1018*775.0098 3572350057e 1 � 0 C)) 16.5000 o 0+-40-45 c 332+03.22 101e4758.5648 3572351.*039 Horizonta Alignment StariQn and ounm nmpou LL C/) Desc: Flume, Outlet Structure & Pipe 0 6 U j nouc. mtouvn -_-_-____-_----_-_-______________ nnmu/nunm Data Northing ------ sno«my -------- ------------------------------------------------------ PI ana+ou 0 10183943.e7*4 3572940.2262 Length: 35.00 Course: won-2o-o4W CL _______________________________________________________ PI 333+25 10183965.5204 35729275467 Length: 9.00 Course: woo-28+u+W omu,. ------------------------------------------------------- o-oo-oo Tangent Data 333+00 10183943.97+4 3572e40.2262 aao+uo 101839e5.5204 3572e27.5467 umom. 25.00 Course: w 30-28-3** ------ --------------- PI 33e34 I ----------------------------_____' 10183973.2770 3572922.e821 LL_ mytu' _______________________________________________________ o-no-on Tangent Data ano+mo 10183965.5204 35729275467 nnx+n* 101e39732770 3572922-9821 Length: eoo o*ursm w 30-28-34w _______________________________________________________ PI ano+u/'oe 10184022.8024 nnromauuaro umnm: 3.00 ovvmm w 30-28-34* Delta: o-m+no _______________________________________________________ Tangent Data naa+a* 10183973.2770 3572922.9821 333+91.*6 10184022.8024 3572893.8373 Length: 57-*6 ovumw m oo-oe-n* w _���������---------------------------------��---------` n ano+n�*o 101840253880 3572892.3157 Length: 5.*0 cnvmm w on-ou-o*w nauz o-oo-no ------------------------------------------------------- Tangent Data 333+91.** 1018*022.8024 3572893.8373 333+94.*6 1018*0253800 3572892.3157 umnm: 3.00 Course: m 30-28-3** ------------------------------------------------------- PI aos+oama 10184030.0395 35728e9.e784 umnm. 98.48 ouumo: wo4-no-*ow De uz 33-32-12 _______________________________________________________ Tangent Data 333+94.46 1me4o25.aemo 3572892-3157 333+e5.3* 1018+026.14*2 3572891.8707 umnm: ------------------------------------------------------- uam ouumc w nn-uo-o^W Circular Curve Data po 333+95.34 101e4026.1*42 3572891'8707 np 10184018.e365 3572878.9431 PT 33++04.12 10184032.01ee 3572885.51e7 Delta: 33-32-12 Type: uFFr nvmum 15.00 onC: 381-58-19 Length: 8.78 Tangent- 4.52 w/o-om: uo* uor cmvm: mon Course: w *7-1+-+0 w Es: car -------- ---------------------------------------------- PI 334+98.08 10184073.1916 3572801.0539 Lewnm. 129-*5 cvvmm m 06-e8-04 w Delta: _______________________________________________________ 57-02-41 Tan 334+04.12 334+04.12 1ma*uoo.mna n 33++87.22 1018*068.4e90 357280.8241 umyu`: _______________________________________________________ 83.09 Course: w 6+-00-45 w Circular cunm Data po 33++87.22 10184068.4290 3572810.8241 np 1018*086.+069 aurumoo PT 335+07.13 10184083.9806 3572799.7353 oeluz 57-02_41 Ty mmnT nnums: uunn oom 286-28-4* Length: 1e.e1 nonn°nt' 10.87 Mid-Ord: 2.43 External-. 2.76 Chord: 19.10 umom m ao-xs-une Es: 2-/a _______________________________________________________ PI 336+25.70 1018*20.6816 3572785.3503 Length: 10.47 Course: w 11-*3-10 s Delta: _______________________________________________________ 18-41-15 nunyent oo Data 355+07.13 10184083e806 357279e7353 3%+25.70 1018*20.6816 3572785.3503 ^/ Length: ^^ 118-58 Course- woa-eo-o*W "------------------------------------------------------ PI 3m+36.18 10184211.9362 3572787.*77e Length: eamx Course: wo+-ou-oun mmm: _____________________--------------------------------- 16-38-45 runw=�num M6+25.70 10184201 o 336+36.18 10184211 3e72787.*776 umom: 10-47 nvumm w 11-43-10 c ------------------------------------------------------ Pi Y-57+04.74 ______________________________________________________ 1018*2802504 3572781.5894 Tangent Data 336+36.18 10184211.936e 3572787.*776 3o7+04.74 1018*280.2504 3572781.5894 Length- 68.57 Course: wo+55-oow Of Ul 0 _ 0 Ljj ry LLJ ED IME 0 _ N +_ r~ � C� X 0 E- ULj 3: CL � � ~= »� ' � �, � to 6 W CL 0 K� �' (D m - _ � 1 � 0 C)) 0 (0 LL C/) 2 � 0 6 U j 10 in Lu Lo 0 CL WOO LL_ CL 0 Of Ul 0 _ 0 Ljj ry LLJ ED IME SHEET OF 10 0 _ N +_ r~ � C� X 0 E- ULj 3: CL � � ~= »� ' � �, � to 6 W (� K� �' (D m - _ � 1 � 0 C)) SHEET OF 10 _ N ULj 3: CL to W 06 0 (0 LL C/) 2 � 0 6 U j 10 CL Lo 0 CL CL 0 SHEET OF 10 / 1 � s' I 6 / / 1 3 A / s_1 / c -M "7, 7 '' D WATER LINE\VV -6 s l IN, G � C STA. 3 +96.31 INSTALL 1" BL0WOFF ASSEMBLY / / / / �10 s SIG, a PROFILE SCALE 1 " = 40' HORIZ. 1 " = 4' VERT. STA. 0 +00 "1 / / CONNECT TO 8 "X3" M.J. TEE ON / WATERLINE W -1 M / STA. 0 +03:17 GATE + /' / / __ /' / \ Y _Imt� s a 0 20 0 '4� 40 �y SCALE IN FEET 2 +0 WATER LINE W- _ _ -_ --- + w-$ TER LINE W- \ / . / / WATE LINE W -7,/ \ \ /- 0 / STA. 0 +00 \ / 0/ CONNECT TO STA. 1 +51.50 \\ 1 \ / / � 8" M.J. TEE ON \ 8" M.J. GATE VALVE , \ \ WATERLINE W -1 \ \ , STA. 1 +71.50 \ / \ / / STA. 0 +02.59 �i 1 $" M.J. GATE VALVE 2 BLOWOFF ASSEMBLY \ \' d' FI R OPTIC CABLE APPROXIMATE LOCATION) \ , APPROXIMATE LOCATION / ' CITGO - 10" HIGH 1 /PRESSURE PIPELINE � Z / i0/ 10' WILLIAMS COMMUNICATION EASEMENT FOR FIBER OPTIC G Z �/ / CABLE 40 20 0 40 SCALE IN FEET NOTE: EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 0 +00 1+00 J •'r V V IN Station Spiral /Curve Data NON-STRUCTL RAL NON -S RUCTURAL 9 0+00 � 10184795.2156 - - - - -- 3572353.0108 Length: 150.64 Course: BA KFILL ------------------------------------------------------ PI BACKFILL ` 10184807.5837 STRUCTURA C T oI P- - Length: 216.93 Course: S 48 -00 -07 E �Nrn Delta: 46 -42 -27 BACKFILL ------------------------------------------------- Tangent Data O U D L 0+00 336 STRU BACKFILL TURAL 0+72.81 STRUCTUR BACKFILL, 3572425.5727 336 - - -- Length 72_81 - - Course: N 85 -17 -26 E F- - - -- ------------------------ Circular Curve Data - - - - -- PC 0 +72.81 10184801.1934 328 328 Z 10184621.5419 3572440.3727 PT 2 +19.76 EXIS NG 0 Delta: 46 -42 -27 Type: RIGHT Radius: 180.26 DOC: z_ ND Length: 146.95 Tangent: 77.83 EXISTING GROUND 14.77 External: 16.09 o Chord: 142.91 Course: S 71 -21 -21 E Es: 16.09 N W - - -- -------------------------------------------- 3+58.85 W O W 3572664.3596 Length: 35.69 Course: S 25 -30 -07 E La Delta: 22 -30 -00 N DESIGN GRADE ------------------------------------------------- a _ - - - - -- 2 +19.76 ° o DESIG GRADE 3+29.02 - 10184682.3973 3572642.1858 - - - Length: - - -- 109.26 Course: S 48 -00 -07 E Lil - - - - -- ---------------------- Circular Curve Data - - - - -- PC 3+29.02 1 W 3572642.1858 RP 10184570.9222 328 PT 3 +87.92 10184635.5034 ° Q w Delta: 22 -30-00 328 Radius: 150.00 DOC- 38 -11 -50 Length: 58.90 Tangent: 29.84 Mid -Ord: 2.88 External: 2.94 10 (00 d Chord: 58.53 Course: S 36 -45 -07 E Es: 2.94 N II + ------------------------------------------------- PI --------------------------------------- 3+93.78 10184630.2206 - - - - -- 3572679.7255 Tangent Data N D r 3+87.92 10184635.5034 3572677.2056 3+93.78 10184630.2206 m w 5.85 Course: S 25 -30 -07 E ' MIN. BURY to °Q 11 II I N to 4' MIN. J W 320 320 ° + d 4- BUR 73* .10% 0.68 0 M Ei f J 320 CENTER 20 J < (n LL 320 PIPE OVER I (n LL_ SEWER LINE 6" SEWER 312 312 2' MIN. LINES 4 z z O m O J m M w to / ,j ~ �� w ttl w w N t7 w U W U V U w C N Q w N w w w w oQ _ D- - ' w if) I w in w i (n w in (n i in in in in N M w M x t7 M II�Q w °� w °m I� I ' w i w w 1 w 4+J r i� w i w �� O 11 :' i+ ^ I ft + io3 M3 n3: M3 00 �� 0003 r �+� O O w �> M z w �_t - d- O � O J ° in -) + in P7+ J + J rn r + t J + i9 00 LO i` O 4 a 00 N N N + (� M N M i`) O N M N to O Z w LC) O ? LC) (fl ~ mfr IN (O r N \ \ r � e( � eQ \ Na= �i \ Q \ Q F ) G Q z ° � '- Q i` � � Pr) t� U) h in r � i r 0 +00 1+00 J •'r V V IN 0 +00 1+00 Horizontal Alignment Station and Curve Report. Desc: 3" Waterline W -6 Desc. Station Spiral /Curve Data -- Northing - - - - -- NON -S RUCTURAL 9 0+00 � 10184795.2156 - - - - -- 3572353.0108 Length: 150.64 Course: BA KFILL ------------------------------------------------------ PI 1 +50.64 ` 10184807.5837 STRUCTURA C T oI P- - Length: 216.93 Course: S 48 -00 -07 E �Nrn Delta: 46 -42 -27 BACKFILL ------------------------------------------------- Tangent Data O U D - - - - -- 0+00 336 10184795.2156 3572353.0108 0+72.81 10184801.1934 3572425.5727 336 - - -- Length 72_81 - - Course: N 85 -17 -26 E F- - - -- ------------------------ Circular Curve Data - - - - -- PC 0 +72.81 10184801.1934 3572425.5727 RP Z 10184621.5419 3572440.3727 PT 2 +19.76 EXIS NG 0 Delta: 46 -42 -27 Type: RIGHT Radius: 180.26 DOC: GRO ND Length: 146.95 Tangent: 77.83 Mid -Ord: 14.77 External: 16.09 o Chord: 142.91 Course: S 71 -21 -21 E Es: 16.09 N W - - -- -------------------------------------------- 3+58.85 10184662.4333 3572664.3596 Length: 35.69 Course: S 25 -30 -07 E La Delta: 22 -30 -00 DESIGN GRADE ------------------------------------------------- a - - - - -- 2 +19.76 10184755.5052 3572560.9858 3+29.02 10184682.3973 3572642.1858 - - - Length: - - -- 109.26 Course: S 48 -00 -07 E Lil - - - - -- ---------------------- Circular Curve Data - - - - -- PC 3+29.02 10184682.3973 3572642.1858 RP 10184570.9222 328 PT 3 +87.92 10184635.5034 ° Q w Delta: 22 -30-00 328 Radius: 150.00 DOC- 38 -11 -50 Length: 58.90 Tangent: 29.84 Mid -Ord: 2.88 External: 2.94 10 (00 d Chord: 58.53 Course: S 36 -45 -07 E Es: 2.94 N II + ------------------------------------------------- PI --------------------------------------- 3+93.78 10184630.2206 - - - - -- 3572679.7255 Tangent Data N D r 3+87.92 10184635.5034 3572677.2056 3+93.78 10184630.2206 3572679.7255 Length: 5.85 Course: S 25 -30 -07 E ' MIN. BURY to °Q 11 II J W .10% 0.68 0 . ���:. -:� �..�.�:•. 320 CENTER 20 320 PIPE OVER SEWER LINE 6" SEWER 2' MIN. LINES 4 z m O M w to / ,j �� w ttl N t7 w U W U N N C N Q w N M H _ D- - ' w a > I w in w i (n a LL - > i X3 0 F �w Q °� w °� °� °m LC) OU 't< 00<tQ '04 �tAd ^ 4 + UK -, U 00 N �+� + ) z w .- o + - � 0 +3 in r in N N '- -� Qzf N ¢ ¢� N¢� �v N M 04 M (nnuo Q� v �� �z 0 +00 1+00 Horizontal Alignment Station and Curve Report. Desc: 3" Waterline W -6 Desc. Station Spiral /Curve Data -- Northing - - - - -- Easting ----------- PI 9 0+00 � 10184795.2156 - - - - -- 3572353.0108 Length: 150.64 Course: N 85 -17 -26 E ------------------------------------------------------ PI 1 +50.64 ` 10184807.5837 3572503.1429 C T oI P- - Length: 216.93 Course: S 48 -00 -07 E �Nrn Delta: 46 -42 -27 ------------------------------------------------- Tangent Data O U D - - - - -- 0+00 10184795.2156 3572353.0108 0+72.81 10184801.1934 3572425.5727 -- - - - - -- Length 72_81 - - Course: N 85 -17 -26 E - - -- ------------------------ Circular Curve Data - - - - -- PC 0 +72.81 10184801.1934 3572425.5727 RP 10184621.5419 3572440.3727 PT 2 +19.76 10184755.5052 3572560.9858 Delta: 46 -42 -27 Type: RIGHT Radius: 180.26 DOC: 31 -47 -06 Length: 146.95 Tangent: 77.83 Mid -Ord: 14.77 External: 16.09 Chord: 142.91 Course: S 71 -21 -21 E Es: 16.09 -- - - PI - - -- -------------------------------------------- 3+58.85 10184662.4333 3572664.3596 Length: 35.69 Course: S 25 -30 -07 E Delta: 22 -30 -00 ------------------------------------------------- Tangent Data - - - - -- 2 +19.76 10184755.5052 3572560.9858 3+29.02 10184682.3973 3572642.1858 - - - Length: - - -- 109.26 Course: S 48 -00 -07 E - - - - -- ---------------------- Circular Curve Data - - - - -- PC 3+29.02 10184682.3973 3572642.1858 RP 10184570.9222 3572541.8199 PT 3 +87.92 10184635.5034 3572677.2056 Delta: 22 -30-00 Type: RIGHT Radius: 150.00 DOC- 38 -11 -50 Length: 58.90 Tangent: 29.84 Mid -Ord: 2.88 External: 2.94 Chord: 58.53 Course: S 36 -45 -07 E Es: 2.94 ------------------------------------------------- PI --------------------------------------- 3+93.78 10184630.2206 - - - - -- 3572679.7255 Tangent Data 3+87.92 10184635.5034 3572677.2056 3+93.78 10184630.2206 3572679.7255 Length: 5.85 Course: S 25 -30 -07 E Horizontal Alignment PI Station Report. Desc 8" Waterline W -7 to Section 6 PI Station Northing Easting Distance Direction 0+00 10184466.2913 3572478.9622 171.5000 S33-28-02 W 1 +71.50 10184323.2260 3572384.3865 WATERLINE PIPE MATERIAL PVC, DR -14 (AWWA C -909, CL. 200) REFER TO WATERLINE DETAILS SHEET FOR DETAILS AND EMBEDMENT REQUIREMENTS 3" PIPE - PVC SDR -21, ASTM D -2241, CLASS 200 COMPLIA AUG 3 1200 COLLEGE STATJO" ENGINEERING NOTE: 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. 2. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 3. WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING. NO SPLICES ARE ALLOWED IN THE TUBING FOR THE WATER SERVICES. 4. ALL BENDS SHALL BE RESTRAINED TO THE PIPE AND BLOCKED TO UNDISTURBED SOIL. Or- "IVA S4 O D 0 JOSEPH P. SPHNI T7 �r�A'f_•�® 0 V) i ate} j m L)-I mod Lj C zz O 0 Q Q U) J U) O O LL_ Z Z O O F- a- Of (!) wwV) O Ofo z o Cf) 0 ry 00 W Iz Cl 0 VU) o Q O o � I A111C SHEET OF 10 O 0 L0 d 00 U � O -}- C_ 0 0)) 0O h- O ` C T oI P- - q v I �Nrn O U D SHEET OF 10 Sta. 2 +26.13 / Proposed MH Vo. 14 SEWER LIN S -4 k \ 14 'o ON I I J 00 I Sta. 5 +43.69 I Proposed MH 1 No. 15 I: 15 \ S -s S -s - - \ TX p� S`s ----- --1s -s S 5+00 \ \ \Hearst court 2 - ``-1N -3 A W -3 "y"- --- 2270 i� i/ kn Go J M 1 40 20 0 40 SCALE IN FEET S N g STA. EXIS11IN \ MH No. \ N�� \1" WS - -- _ \ \ SEWER LINE S -1 - - -- - - -` - -- - - - d PROFILE SCALE 1 " = 40' HORZ. 1 " = 4' VERT. STRUCTURAL NON- STRUCTU L _ STRUC URAL I STRUCTURAL STIR CTURAL BACKFILL BACKFILL BACKFILL BACKFILL B CKFILL NON- STRUCT RAL NON -STRUC URAL BACKFIL BACKFIL MH N0. 15 STA. 5 +43 69 ST O. 4' DIA MANHOLE TOP OF ANHOLE - 328 64 328 328 E XISTING GROUN S A. 2 +26.13 S D. 4' DIA MAN OLE --' EXISTING T P OF MANHOL - 322.11 - MH NO. STA. 0 +0 TOP OF ANHOLE - 319 53 _ � - - DESIGN G ' ADE 0 320 320 r piPE 27" STORM f lIPE 6 33,6 D p,SSM ® .1 8" WATERLINE W -1 SPECIAL CEME 6" STACK -- U SAND BACKFl 3.5' HIG (SEE NOTE 5) 4° STACK - 312 2' MIN 2.5' HIGH 312 " IPE, 6 a 3.4- LF I)-_303' , 28.7 LF I SDR-2 OF 6" PIPE, ASTM D ASTM D- 2-2410(MI OF 6 0 ® •00% UNDER WATERLINE o <- 0 04 L 0) ,4- PO Z 304 °' II 304 z 00 - z � 200 0 oz - C�H� w :E W U.1 U U U d O> ZDo v U I �? > > � o`"� XO t- > ,- ,- i ��' ,�� r- �`P �(n rte' '` � 11 Ld I (� J Irj 0t0 N M ry c0 1`1� W d C r- N 1 ? + W + W d `� W 0 o o z es° ,o c„� +� rn d +�i! �r� o �M� M� 0 0 a , �rw w o U) ao + 1= r� rn + �j N W II �{j W W r (n M F 0p o N j o o W w .- O (n Z `" ro V) Q cn M ''� Q- H (n io O W (n Z `- r j V) t� I` Q I I- = C0 (n Q0 r7 Q M Q H h J= J (n c0 (n cfl �� � U) ` U'o �wmw 4 +00 5 +00 3 +00 I - - W -8 ---- �--_ - W -8 ��Ik W -s ---- cn Newark Circle S -0 --- •--- -- S 8 1 S -8 n i0N O M �p N ki7 \ , r--�l �\ip / Op SEWE LINE S -5 - \, C /t C C - GAS VS---- -- SAS- ---- -- -~ GAS � GAS _---- ______ ---- -- 16 ` Sta. 2 +38.86 Proposed MH No. 16 �6' c� 10' WILLIAMS COMMUNICATION FIBER OPTIC CABLE EASEMENT FOR FIBER OPTIC (APPROXIMATE LOCATION) APPROXIMATE LOCATION CABLE CITGO - 10" HIGH PRESSURE PIPELINE I d 1 0< +00 1{W PROFILE - 6" SANITARY SEWER LINE S -4 0 +00 I � I i!�4 Ee- 1 Cn 6- ! i =L= 320.80 I I I I I I I I C) I i L LINE - -- _ I 12 I I 4, STA. 0 +00 I 1 PROPOSED MH No. 12 011 I \ I I \ I I I I 00 \ / 1+00 2 +00 it i ° OFe ' T � xI 1p GJ o o ae r l� P U O o O O s ooe r • srer•••s••••ren• ••r••a• JOSEPH p_. SCHULTZ�r, -C �, d tf O LL d } m w m 0 I ;i Z Z O Q 4 (n III U x W J ADO Li- Z Z O O F- h- � O 0 (!1 w w U) O��° U) ly O O'' LL- W �o (nW w oo Q 0 d o Lo r` WC In LO NON -S RUCTURAL O BA KFILL 4 Direction - - - - -- 0+00 10184849.3312 3572308.4707 STRUCTJRAL BACKFILL V) 226.1332 - a 3572533.1786 C o� O 317.5552 S 51 -08 -24 E U MH NO. 12 E 0- STD. 4' 01A MANHOLE a V) °� Pl Station - -- - - - - -- - - - - -- - Easting - - - - -- Distance - ------- TOP OF K - 3572782.6878 h 0 0 1 1 [ - M ATCH P EMENT O � 0%° (WATERTIG T MANHOLE C ER) 328 328 DESIG EXISTING GRADE GROUND MH NO. 1 STA. 2+38.86 _ STD. 4' DIA MANHO OF MANHOLE - 322. 10" HIGH PRESSURE GAS LINE - CON ACTOR TO VE IFY LOCATION AND DEPTH 320 320 PRIOR To CO STRUC ON - 4" STACK 4' HIGH WILLIAMS COMMUNICATION FIBER OPT C CABLE - CONTRACTOR TO VERIFY CATION AND D PTH PRIOR TO CO STRUCTION 234.9 LF OF 8" PIPE, ASTM D-3034, SDR -26 ® 0. 1, 0% 312 312 ' 0 r i { Z 0) n O Z t I r i A � z0 w U i IMO 1 Uj r+ ��- I Ics� c6 + M (n (f) -I n LO N O OD d0 W d d M I a - (n M J J:J Fes"^ �tJi ki7 \ , r--�l �\ip / Op SEWE LINE S -5 - \, C /t C C - GAS VS---- -- SAS- ---- -- -~ GAS � GAS _---- ______ ---- -- 16 ` Sta. 2 +38.86 Proposed MH No. 16 �6' c� 10' WILLIAMS COMMUNICATION FIBER OPTIC CABLE EASEMENT FOR FIBER OPTIC (APPROXIMATE LOCATION) APPROXIMATE LOCATION CABLE CITGO - 10" HIGH PRESSURE PIPELINE I d 1 0< +00 1{W PROFILE - 6" SANITARY SEWER LINE S -4 0 +00 I � I i!�4 Ee- 1 Cn 6- ! i =L= 320.80 I I I I I I I I C) I i L LINE - -- _ I 12 I I 4, STA. 0 +00 I 1 PROPOSED MH No. 12 011 I \ I I \ I I I I 00 \ / 1+00 2 +00 it i ° OFe ' T � xI 1p GJ o o ae r l� P U O o O O s ooe r • srer•••s••••ren• ••r••a• JOSEPH p_. SCHULTZ�r, -C �, d tf O LL d } m w m 0 I ;i Z Z O Q 4 (n III U x W J ADO Li- Z Z O O F- h- � O 0 (!1 w w U) O��° U) ly O O'' LL- W �o (nW w oo Q 0 d o Lo r` WC APPROXIMATE LOCATION CITGO.- 10" HIGH PRESSURE PIPELINE 40 20 0 40 SCALE IN FEET Horizontal Alignment PI Station Report In LO Desc: 6 Sewer Une S -4 O PI Station Northing ---------------------------------------------------- Fasting 4 Direction - - - - -- 0+00 10184849.3312 3572308.4707 0 V) 226.1332 - a 3572533.1786 C o� O 317.5552 S 51 -08 -24 E U C � E 0- Desc: 8' Sewer Line S -5 a V) °� Pl Station - -- - - - - -- - - - - -- - Easting - - - - -- Distance - ------- Direction - - - - -- D+00 10184215.5826 3572782.6878 h 0 0 1 1 238.8600 S 00 -37 -18 E O � 0%° APPROXIMATE LOCATION CITGO.- 10" HIGH PRESSURE PIPELINE 40 20 0 40 SCALE IN FEET Horizontal Alignment PI Station Report Desc: 6 Sewer Une S -4 PI Station Northing ---------------------------------------------------- Fasting Distance Direction - - - - -- 0+00 10184849.3312 3572308.4707 226.1332 S 83 -33 -49 E 2 +26.13 10184823.9815 3572533.1786 317.5552 S 51 -08 -24 E 5 +43.69 10184624.7409 3572780.4527 Horizontal Alignment PI Station Report. Desc: 8' Sewer Line S -5 Pl Station - -- - - - - -- - - - - -- - Easting - - - - -- Distance - ------- Direction - - - - -- D+00 10184215.5826 3572782.6878 238.8600 S 00 -37 -18 E 2 +38.86 10183976.7367 3572785.2789 :ONIPLIA AUG 3 120 XLEGE STA -110N ENGINEERIN -a �s 1 N SEWER LINE PIPE MATERIAL 0) 0 � 0 Lu PVC, SDR -26, (ASTM D -3034) (n OR ASTM D -2241, SDR -26, vi M Q CLASS 150 + + _ SEWER SERVICE LINE PIPE LO N Q- MATERIAL TO BE PVC O O ids CONFORMING TO ASTM D -2241 ® O Z SDR -26, CLASS 150 OR SDR -26, ASTM D -3034. C) ® e Uj + + E- I.IJ NOTE: >j ® ® V �- 1. REFER TO THE SANITARY Q Q Uj SEWER DETAILS SHEET LL F- h° (1) Z FOR EMBEDMENT AND 0 U) (1 ® O BACKFILL DETAILS. 2. REFER TO PLAN VIEW FOR `i L 1 Z SEWER SERVICE LINE LOCATIONS. (1) U, O <C 3. FINISHED GRADE OF MANHOLE W W ( E- COVERS IN THE PAVEMENT SHALL 0 6 Z Z -- MATCH THE GRADE OF THE > W PAVEMENT SURFACE. Z J _j 4. EXISTING GROUND PROFILE SHOWN W W W IS BASED ON FIELD SURVEY DATA. W W 5. WHERE THE SEWER LINE CROSSES THE WATERLINE, THE SEWER LINE SHALL BE EMBEDDED W W W 0 IN CEMENT STABILIZED SAND FOR w U) i-- THE TOTAL LENGTH OF ONE PIPE < SEGMENT PLUS 12 INCHES 0 BEYOND THE JOINT OF EACH END (PER TCEQ REGULATIONS). - WHERE SPECIAL CEMENT - �- STABILIZED SAND BACKFILL IS Z Z REQUIRED, THE CEMENT Q Q SJABILIZED SAND SHALL HAVE A /MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT TABILIZED SAND MIXTURE, BASED ON LOOSE DRY WEIGHT VOLUME SHEET (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE WASTEWATER MAIN OR LATERAL. OF 10 LAYDOWN CURB —, ---1 2'-0" 10' -0" — 2' -0' LAYDOWN CURB LAYDOWN CURB PER 2' - 0' DETAIL THIS SHEET 1' - 11' -6" — 13' -6" — 3.3% 11' - 6" 3.3% — ► 2' - 0" A BOVE 6" FLEXIBI E BASE V LIME STABILIZED SUBGRADE OR 4" BITUMINOUS BASE FINISHED CROWN AT CENTERLINE • 5 • 1" A13OVE TOP OF t 1 I RESI NTS NOTE: EXPANSION JOINTS IN CURB SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 1/4" R - 3 BAR 1/4" R fi o il iiiiiiiiii will � w • 12" 12' 1 -1 2 �IA t0' 6° CoN mum 3" LAYDOWN CURB DETAIL NTS l EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 100' APART AND AT ALL CURVE PC' S & PT'S. 3 - #5 X 18' SMOOTH DOWELS SHALL BE USED AT EACH EXPANSION JOINT. 1/4'R 6' 15 ° 2, 5' 1' 114° R 5' 12' > 3A' _ ---- ®� 6' 7' 3 3 3 24' 9 =#4 BARS STD. CURB & GUTTER DETAIL NTS WHEN SIDEWALK IS PROPOSED INSTALL 4' WIDE STRIP WITH 2% MAX CROSS SLOPE RADIUS PER PLAN 1.5" HOT MIX ASPHALTIC CONCRETE SURFACE COURSE 24'0 I CL STREET RADIUS PER PLAN \-- 6" FLEXIBLE BASE 6" LIME STABILIZED SUBGRADE OR 4" BITUMINOUS BASE FINISHED CROWN AT CENTERLINE IS 5" ABOVE THE GUTTER FLOWUNE AND 1" ABOVE TOP OF CURB TYPICAL 27' RESIDENTIAL STREET SECTION NTS ROW LINE I— 5% 3 i 2' TYPICAL CUT SECTION NTS r- ROW LINE . TYPICAL FILL SECTION NTS C OMPLY SURFACE FINISH SHALL • B ROOM LIGHT •• DEEP TO WI DE , • TO GROO SHA DING CONSTRUCTED SO THAT THEY DO NOT HOLD WATER. DAR • OF • •" • CO NCRETE. SHALL BE "BRICK RED" IN COLOR. 2%0 MAX7,l -, CONCRETE SIDEWALK-\ #4 BARS, 18" O.C.E.W. CONCRETE PAVEMENT a' 6" LIME STABILIZED SUBGRADE TYPICAL CONCRETE PAVING SECTION SEAL WITH JOINT MATERIAL SMOOTH DOWEL BAR 5/8" DIA. X 18 ", 12" O.C. -�i Imo- 3/4" (COATED W /HEAVY GREASE) II � NON- EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR EXPANSION JOINT TO BE SPACED AT 60' MAX. INTERVALS NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL 4' 4' 5 4' < 4' 4' SIDEWALK 5 , 48" 4' 12" SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: LIGHT BROOM FINISH WITH GROVES(1 /8" DEEP, 1/2 TO 3/4" U 4' BACK OF „� WIDE, SPACED 3/4" TO 2" APART) GROOVES SHALL BE CURB LINE 30 MIN- 4' -0" CONSTRUCTED SO THAT THEY DO NOT HOLD WATER. DARK m SHADING INDICATES LIMITS OF COLORED CONCRETE. RAMP SHALL BE "BRICK RED" IN COLOR. CURB & GUTTER HANDICAP RAMP DETAILS AT A CORNER NTS ASPHALT PAVEMENT SURFACE 2% MAX CROSS SLOPE !- 18" m �mE TYPICAL SIDEWALK RAMP DETAILS AT STREET INTERSECTIONS N TS SAWED OR FORMED, SEAL WITH JOINT MATERIAL 3/8" TO 1/2" SMOOTH DOWEL BAR 5/8" DIA. X 18 ", 18" O.C. (COATED WITH HEAVY GREASE) CONTRACTION JOINT CONTRACTION JOINTS SHALL BE AT 20' MAX. SPACING NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL 18" OF T �� ep pppp * ° . .............. ° JOSEPH , SCHU Z O = n O_ N m w }: I M W O L yj Z Z t� < < co W U0_w J (n in 0 LL_ Z _z O o F �. Fy V) w z ° w o 0 ry v Cf) ry r) > O l y Ld ^/ 11 W W V y O O w I I o ;' co r O 0 3" 8' LONGITUDINAL N0. 4 J TRANSVERSE NO. 4 BARS 0 18' O.C. BARS 0 10" O.C. 4" I 3' -0" TYPICAL VALLEY GUTTER W CROSS SECTION NTS STANDARD OR LAYDOWN CURB F z w 4" THICK (MIN) REINFORCED CONCRETE SIDEWALK 4' 4' 2 -5% 1/4" PER 1' (MAX) -- /� } +.: • e: CL 12" SAND CUSHION 06 Z j,3 X 12" O.C.E.W. COMPACTED SUBGRADE FO CONCRETE SIDEWALK TYPICAL SECTION COMPLIAN Lu N.T.S. AUG 3 1200 COLLEGE STATION ��^ SEAL WITH JOINT MATERIAL SMOOTH DOWEL BAR ENGINEERING v ✓ 1/2" DIA. X 18 ", 12" O.C. 3/4" (COATED W /HEAVY GREASE) I LIGHT BROOM FINISH -� JOINTS TO BE TOOLED 4' 1/4" TO 1/2" DEEP NON- EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR SIDEWALK EXPANSION JOINT SIDEWALK CONTRACTION JOINT TO BE SPACED AT 60' MAX. INTERVALS CONTRACTION JOINTS SHALL BE NOTE: AT SAME SPACING AS SIDEWALK WIDTH EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL N W Lo Z 0 cq U w W �- w z 1 0 Z 0 Q V ♦ i(1)� W M� 0 W W U) 0 W U Q V J F- W Q U SHEET OF 10 BACK OF CURB 1.5" HOT MIX ASPHALTIC CONCRETE SURFACE COURSE 27'0" N 0 Lo d DO DETAIL THIS SHEET 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL HAVE A MINIMUM 28 -DAY U PER CUBIC YARD. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND Q 2. L _- c a Q) ~ THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABLIZED TO A MINIMUM O 0� PROVIDE A HOMOGENEOUS MIXTURE WHICH MEETS THE GRADATION REQUIREMENTS U V _ SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS AND BRIDGES, ITEM 260, O� WITH THE ADDITIONAL REQUIREMENT OF A MIMIMUM OF 60% OF THE SOIL PASS THE NO. � y i DENSITY OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM N m D698 AT A MOISTURE CONTENT BETWEEN OPTIMUM AND 3% ABOVE OPTIMUM MOISTURE a CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND SLURRY." 4. THE BASE COURSE FOR ASPHALT PAVEMENT AREAS SHALL CONSIST OF CRUSHED O 0) 0 U _' 3" 8' LONGITUDINAL N0. 4 J TRANSVERSE NO. 4 BARS 0 18' O.C. BARS 0 10" O.C. 4" I 3' -0" TYPICAL VALLEY GUTTER W CROSS SECTION NTS STANDARD OR LAYDOWN CURB F z w 4" THICK (MIN) REINFORCED CONCRETE SIDEWALK 4' 4' 2 -5% 1/4" PER 1' (MAX) -- /� } +.: • e: CL 12" SAND CUSHION 06 Z j,3 X 12" O.C.E.W. COMPACTED SUBGRADE FO CONCRETE SIDEWALK TYPICAL SECTION COMPLIAN Lu N.T.S. AUG 3 1200 COLLEGE STATION ��^ SEAL WITH JOINT MATERIAL SMOOTH DOWEL BAR ENGINEERING v ✓ 1/2" DIA. X 18 ", 12" O.C. 3/4" (COATED W /HEAVY GREASE) I LIGHT BROOM FINISH -� JOINTS TO BE TOOLED 4' 1/4" TO 1/2" DEEP NON- EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR SIDEWALK EXPANSION JOINT SIDEWALK CONTRACTION JOINT TO BE SPACED AT 60' MAX. INTERVALS CONTRACTION JOINTS SHALL BE NOTE: AT SAME SPACING AS SIDEWALK WIDTH EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL N W Lo Z 0 cq U w W �- w z 1 0 Z 0 Q V ♦ i(1)� W M� 0 W W U) 0 W U Q V J F- W Q U SHEET OF 10 BACK OF CURB 1.5" HOT MIX ASPHALTIC CONCRETE SURFACE COURSE 27'0" \-- NO. 4 ® 18" O.C.E.W. TYPICAL VALLEY GUTTER PLAN NTS GRADING AND PAVEMENT CONSTRUCTION NOTES LAYDOWN CURB PER DETAIL THIS SHEET 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 PER CUBIC YARD. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 20 PERCENT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABLIZED TO A MINIMUM DEPTH OF 6 ". THE AMOUNT OF LIME TO BE ADDED TO THE SOIL IS APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION ( TXDOT). STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS AND BRIDGES, ITEM 260, WITH THE ADDITIONAL REQUIREMENT OF A MIMIMUM OF 60% OF THE SOIL PASS THE NO. 4 SIEVE PRIOR TO COMPACTION. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT BETWEEN OPTIMUM AND 3% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND SLURRY." 4. THE BASE COURSE FOR ASPHALT PAVEMENT AREAS SHALL CONSIST OF CRUSHED LIMESTONE BASE MATERIAL WITH A MINIMUM COMPACTED THICKNESS OF 6" FOR RESIDENTIAL STREETS AND 7" FOR COLLECTOR STREETS. THE BASE MATERIAL SHALL CONFORM TO TX DOT ITEM 247, TYPE A, GRADE 1 OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS STREETS AND BRIDGES. THE LIMESTONE BASE COURSE SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST, (ASTM D1557), AT A MOISTURE CONTENT BETWEEN 2% BELOW AND 3% ABOVE OPTIMUM MOISTURE CONTENT. 5. THE ASPHALTIC CONCRETE SURFACE COURSE SHALL MEET TXDOT 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 STABILITY SHOULD BE BETWEEN 35 AND 55. \-- NO. 4 ® 18" O.C.E.W. TYPICAL VALLEY GUTTER PLAN NTS o " ° JOSEPH P. • SCHULTZ� a � o � r« 658 R 4 s d TO CONFORM TO 'MODIFIED INLET ° N ^J THROAT & CONNECTION TO CURB CONNECT MACHINE SURFA 1 ' #4 BARS 12' O.0 A 6" SNGLE INLLEET" *MODIFIED 6" 2 - 1/2' NO DEPRESSION AT GUTTER UP #3 BARS 18' O.C. DOWEL EXPANSION JOINT 6" _� 1 0 O z -- - -� STORit� — I o cn to .- A A �ELd N0. 4 BARS 12' O.C. I'7 0 NO. 4 BAR, 1.5' Q t- �, LINE Of NORMAL CURB do GUTTER i o 24' 22 -1/4' I 32' m W 6 >- i R3' -2 " — 0 2" COVER mo / 6" ( J z z 5' 2" I s 0 . . BLOCK OUT FOR O Q a (n J 6" REQUI EXTENSIO — LAP NO. 3 BARS MIN. 6' 0 Ty w #4 BARS 12' O.C.E.W. APPROX. GRATE CAN BE FURNISHED 3' VARIES W - 175/ 3' 6 ++ 2» COVER - 225# PATTERN 400 -24 1 ' -51' MANHOLE RING AND COVER 14 ao RS 12' O.C.E.W. 2 11 2" NO. 4 BARS 12' O.C.E.W + ++ 5 _o 7 STORM SEWER 6 " NO.4 BARS 12* O.C.E.W RING AND COVER o VARIES SECTION A -A 2 a J. MANHOLE R SECTION A -A 5' -0" EXTENSION z o A FOR MODIFIED ° fy 8 cn �� RECESSED INLET STRUCTURE SINGLE INLET o N.T.S. N.T.S. Ld o V) �► A o 0 w i PROPOSED GRADE Q 6" 1 2 20 ALL #4 BARS o NORMAL TRAVERSE SLOPE 3' -6" 6" ° ° ° ° 12 �� C BOTH WAYS MATERIALS FOR EMBEDMENT - KEY Q SELECT MATERIAL 0 ° 3" " -- o QA snECT MATERIAL O.D. + 1 -0 6" CAST IRON MANHOLE COVER MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE OF PIPE Q SELECT MATERIAL zz Q STD. O 6" MIN. 5' -0' ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO 2 ( 6" AND FRAME (24 DIA) ' -' ++ INCHES IN THE LARGEST DIMENSION. COMPACTION OF T}it 4 n ° MATERIAL SHALL BE TO AT LEAST 90% OF THE MAX. DRY 6 ° ALL MATERIALS SHALL CONFORM DENSITY AS DETERMINED BY ASTM D -698 AT A MOISTURE 6" MIN. .....• © (SPADE BY LIFTS INTO PLACE, • ^ 4 TRANSITION FOR 4 TRANSITION FOR CONTENT OF -2 BELOW TO +4% ABOVE THE OPTIMUM MOISTURE O TO FILL ALL VOIDS AROUND DEPRESSED GUTTER SLOPE GUTTER DEPRESSION 0 o GUTTER DEPRESSION TO COLLEG STATI STANDARD CONTENT OF THE MATERIAL 0p PIPE. MANUALLY CONSOLIDATE.) ' SPECIFICATION N 0. 71 o R ► BOTTOM GRANULA GRADED SO AS O PROVID S HALL FORM • ° • • 6" MATERIAL SHALL BE BANK RUN SAND WHICH IS FREE AND CONTINUOUS SUPPORT FOR THE 8' MIN. /12" MAX. (n 14, 0 0 OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC PIPE BARREL BETWEEN BELL HOLES. •' CURB CURB MATERIAL AND WHICH, WHEN TESTED BY STANDARD B B LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 0 6,. 6 „ MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 BEDDING AND BAC K FI LL FOR v � Vl MAXIMUM MUM PERCENT PASSING �4' 2s SI EVE ; o STORM SEWER PIPE -Q �x THROAT DETAIL #4 BARS 12" o.0 #3 BARS 18" O.C. NON— STRUCTURAL AREAS o ~ © CEMENT STABILIZED SAND ry THE MATERIAL SHALL BE GRANULAR MATERIALS MEETING THE REQUIREMENTS !0 r- OF A PRODUCE A C STTRENNG H OF 5 D IN 48 v E .O HOURS AND 100 PSI IN 7 DAYS WHEN COMPACTED TO 95% DENSITY IN O t 6" 2 „ ACCORDANCE WITH ASTM D558 AND CURED AND TESTED IN ACCORDANCE WITH _ a ASTM D1632 AND ASTM D1633. THE CEMENT -SAND MIXTURE SHALL BE + 0 COMPACTED IN 8' LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. v in 0. INLET PLAN ° 0 0 0 o FIELD MIXING OF CEMENT STABILIZED SAND IS ACCEPTABLE. PROPOSED GRADE _ (O NOTE: REFER TO PLAN DRAWING L FOR PIPE SIZES ° ° ° ° PAVEMENT SECTION N _ IAA SELECT MATERIAL (� O 0) #4 BARS 6 " O.C.E.W. PIPE © (MANUALLY CONSOLIDATE 6" A TOP SLAB CONCRETE ° , ° AT OPTIMUM MOISTURE) O. + 1 6" MIN. ® (SPADE BY LIFTS INTO PLACE, :. GUTTER TOP OF CURB ° (5 MIN) ° ° ° PIP TO FILL ALL VOIDS AROUND ti , z i TO MANUALLY CONSOLIDATE.) N 6" THE TRENCH BOTTOM SHALL BE O.D. NORMAL GUTTER LINE GRADED SO AS TO PROVIDE UNI AND CONTINUOUS SUPPORT FOR THE • " 2" PIPE BARREL BETWEEN BELL HOLES. 8° MIN. /12' MAX. FORM 6' X124 DEPRESSED GUTTER LINE 6 ++ �90•;; INVERT SHAPING ° "` CONCRETE FILL BEDDING AND BACKFILL FOR r� +/( _ #4 BARS 12 O.C.E.W. SIDE 2 (I STORM SEWER PIPE WALLS & BOTTOM SLAB L d ^ A ° ° I I DRAINAGE CONSTRUCT ION NOTES. STRUCTURAL AREAS 1. ALL CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. Z SECTION A —A INLET ELEVATION ° ° - I IO I I 2. REINFORCING STEEL SHALL BE GRADE 60 (60,00 PSI) 3. STORM SEWER PIPE SHALL BE TONGUE AND GROOVE REINFORCED CONCRETE PIPE L ° o 0 0 0 0 ° (ASTM C -76, CLASS III) WITH JOINT MATERIAL TO BE "RAMNECK' COLD APPLIED f ° '+ o 0 0 0 0 ASPHALT SEWER JOINT COMPOUND OR APPROVED EQUAL. BOX CULVERTS SHALL BE V w 6 REINFORCED CONCRETE PRE -CAST BOX SECTIONS (ASTM C -789 OR ASTM C -850) ® W IZZ .AS NOTED ON THE PLANS. '^ 4. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE CURRENT CITY OF COLLEGE v, SECTION A —A SECTION B B STATION STANDARD SPECIFICATIONS FOR WATER, SEWER, STREETS AND DRAINAGE I 2 z STD. CURB IN LET SHALL BE COORDINATED WITH THE THE CITY ENGINEER'S OFFICE. Z W 0 ,-- 5. THE CONSTRUCTION SHALL COMPLY WITH THE OSHA STANDARD 29 CFR PART 1926 F STANDARD JUNCTION BOX SUBPART P FOR TRENCH SAFETY REQUIREMENTS. v! W > U) _ w 9' Cn 0 w 30" STORM PIPE - SEE PLAN m J FOR SIZE PIPE s _ » '^ 30" DIA., IN. X, FT. rn , �`� 0 0 + I w NOTE: 18 2 0 ,L L DISSIPATOR BLOCKS 24 3 0 6" 1 a O r REQUIRED ONLY AT 1�- ' DOWNSTREAM END ❑ 27 4 I + a OF CULVERTS, OR El ❑ 30 4' ` o AS REQUIRED BY 36 5 ENGINEER. ❑ 42 6 8 1 -0 12 48 7 1' -6 _ F] 54 $ '^ 6" 30' V J X' 4' -`I 8" {-- ❑ 12" 12' 12" 6" Q 14�' U #3 'U' BARS #4 BARS 12" O.C.E.W. _� 2 PER BLOCK WALLS, BOTTOM SLAB &TOE 12 " ELEVATION PI_,o,N COM PLI SHEET ELEVATION PLAN � . DISSIPATOR BLOCK LOCATION TYPICAL CONCRETE HEADWALL AUG 3 120 4 FOR HEADWALLS NTS WITH WINGS C OLLEGE ENGINEERING OF 10 NOTE: VALVE EXTENSION TO BE USED ONLY WHEN TOP OF GATE VALVE IS DEEPER THAN 5 FEET FROM FINISHED GRADE. VALVE BOX PER SPECS. 171 ��- 2" SQUARE AWWA NUT EXTENSION. TERMINATE 12" FROM TOP OF BOX. STD. GATE VALVE W /STAINLESS STEEL BOLTS PVC OR D.I. PIPE z J r z U- 0 r- STANDARD FIRE HYDRANT - " GATE VALVE W /VALVE BOX \ WATER LINE AS REQUIRED TEE OR TAPPING SLEEVE i 28-DAY CONCRETE & VALVE AS REQUIRED ' I STRENGTH= 2000 psi F --> V MIN. I : . I WTIH "4 BAR AROUND AS REQUIRED I i - _----- . i ALL VALVE BOX. "L - -' I VIEW A - A ANCHOR 90° BEND - GATE VALVE - W /VALVE BOX STANDARD FIRE HYDRANT - FIRE HYDRANT LOCATION REALIGN AS NEEDED 2" SQUARE AWWA NUT - FINISHED GRAD EXTENSION. TERMINATE 12" FROM TOP OF BOX. I i I VALVE BOX PER SPECS. A � I �VARIES � n \ STANDARD FIRE HYDRANT BURY LINE �- 6" STD. 6" D.I. OR C909 PIPE t / GATE VALVE f' 6" MJ ANCHOR / WITH SS BOLTS j COUPLING PEA GRAVEL - FILL CONCRETE T01 FT. ABOVE BLOCKING WEEP HOLE THRUST BLOCK TEE OR TAPPIIIG BLOCK USING 12 "x12 "x4 SLEEVE & VALVE - MECHANICAL JOINTS PRECAST CONCRETE AS REQUIRED WITH SET SCREW BLOCK RETAINER GLANDS OR MEGA LUGS '­G" X 12" GRADELOK W /M.J. SPLIT GLANDS BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY W1 -o1 ,-- PIPELINE WARNING SIGN J VALVE IDENTIFICATION SIGN 8' BLUE. HEAVY DUTY, WING j CHANNEL POST 2'X 4' X 6" CONCRETE SLAB NOT GREATER THAN 45° H / /�� -6" DIP W /RETAINING GL I AL /� AT BEND AND PLUG PIPELINE ^ LINE -M. J. TEE OR CROSS -VALVE BOX AND SHAFT EXTENSION -4' -0" / CAST IRON VALVE BOX COVER 2' X 4' X 6" CONCRETE SLAB ` FILL � L,� G 0, \ GG THRUST BLOCK -/ RESTRAINED JOINT 6" M. J. ELL PLACED ON-\ " W /THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING AND REDUCER AS REQUIRED IN -LINE BLOW OFF ASSEMBLY W3 -01 GLV. ELL LE i REMOVE AND DISCARD AFTER USE )ND 1220 SCH. 40 GALV. PIPE AL AFTER BLOW -OFF / INSTALL MALE OUICK Y / CONNECTION/ &CAP J I BRASS BALL VALVE BRASS THREAD PIPE 1" IRON PIPE THREAD BRASS ELL MJ TAPPED CAP COMPRESSION FITTING AND 1" GATE VALVE CONCRETE BLOCKING 1" BRASS ELL (TYP.) (SEE BLOCKING DETAIL) " WATER PRE -CAST CONCRETE VAULT WITH ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE USED ON ALL M. J. FITTINGS. ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, 4'-0" C VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION, CONCRETE VAULT ,/-VALVE AMERICAN AMERICAN FLOW CONTROL TR ADAPTER OR AN APPROVED E �- METER 7 WATER MAIN SERVICE CONNECTION VAULT FLOOR (6" LIP) +NOTE AND VALVE OF WITHIN LIMITS OF ASSEMBLY SHALL BE 95/ STANDARD DENSITY PER METER VAULT ASSEMBLY W3 - 00 ASTM D698 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM G UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH BRONZE INSECT SCREEN SIDES OF COPPER. PIPE. W /S.S. HOSE CLAMP 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" BROOKS UN SHALL INCLUDE ALL MATERIALS, AS SHOWN IN 1" AIR RELEASE VALVE ENCLOSURE - DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APCO MODEL 50 OR APPRO' 3. SIZE OF LINES AND VALVES MAY BE MODIFIED BY THE ENGINEER HOT -BOX POLY ROX EXIST. G MODEL PHRI WITH HEAT OR APPROVED EOUAL \- 1" APCO WAFER 4" X 3'X 3' CONCRETE PAD CHECK SERIES 300 BLOCK AS DIRECTED. THRUST (tons) NOTES: MIN. DIMENSION APPROX. VOLUME (�• •> EQUAL TO ONE BAG OF 5.1 SACKRETE 1, METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. GATE VALVE & BOX �- BLACK -\I 11.3 W1 -00 AND ON ALL VALVE SIGN POSTS. F TO BE CONSTRUCTED 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY General Notes: TEXT (1) Finely divided earth free of rock, lumps and clods exceeding 6" WARNING shall be placed by hand, and compacted around the cost iron pipe to a depth of 12" over thy top of the pipe before back fill is begun PIPING APPARATUS OR METER WITHIN THE VAULT. VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A by any mechanical equipment. (2) All concrete blocking shall be - 28 day concrete strength = 2000psi 10 " (3) All thrust blocking shall provide a minimum of 2 square feet of bearing area of concrete on undisturbed soil, or as directed by the UNDERGROUND PIPELINE engineer. (4) Water moins will not be fully pressurized until concrete has 3. REINFORCED, CONCRETE STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF -3 reached 7 day strength. (5) All pipe will be laid so as the entire barrel will have full 0.9 bearing on the fine graded trench bottom. Bell holes shall be cut CONTACT THE CITY for each bell and fire hydrant. (6) All gate valves to be "0" ring type, with non - rising stems: with REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. M. J. ends including all glands, bolts and gaskets: and to open 2.5 counter- clockwise (left). (7) All fittings shallbe mechanical joints unless otherwise directed. 2" SQUARE AWWA NUT - FINISHED GRAD EXTENSION. TERMINATE 12" FROM TOP OF BOX. I i I VALVE BOX PER SPECS. A � I �VARIES � n \ STANDARD FIRE HYDRANT BURY LINE �- 6" STD. 6" D.I. OR C909 PIPE t / GATE VALVE f' 6" MJ ANCHOR / WITH SS BOLTS j COUPLING PEA GRAVEL - FILL CONCRETE T01 FT. ABOVE BLOCKING WEEP HOLE THRUST BLOCK TEE OR TAPPIIIG BLOCK USING 12 "x12 "x4 SLEEVE & VALVE - MECHANICAL JOINTS PRECAST CONCRETE AS REQUIRED WITH SET SCREW BLOCK RETAINER GLANDS OR MEGA LUGS '­G" X 12" GRADELOK W /M.J. SPLIT GLANDS BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY W1 -o1 ,-- PIPELINE WARNING SIGN J VALVE IDENTIFICATION SIGN 8' BLUE. HEAVY DUTY, WING j CHANNEL POST 2'X 4' X 6" CONCRETE SLAB NOT GREATER THAN 45° H / /�� -6" DIP W /RETAINING GL I AL /� AT BEND AND PLUG PIPELINE ^ LINE -M. J. TEE OR CROSS -VALVE BOX AND SHAFT EXTENSION -4' -0" / CAST IRON VALVE BOX COVER 2' X 4' X 6" CONCRETE SLAB ` FILL � L,� G 0, \ GG THRUST BLOCK -/ RESTRAINED JOINT 6" M. J. ELL PLACED ON-\ " W /THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING AND REDUCER AS REQUIRED IN -LINE BLOW OFF ASSEMBLY W3 -01 GLV. ELL LE i REMOVE AND DISCARD AFTER USE )ND 1220 SCH. 40 GALV. PIPE AL AFTER BLOW -OFF / INSTALL MALE OUICK Y / CONNECTION/ &CAP J I BRASS BALL VALVE BRASS THREAD PIPE 1" IRON PIPE THREAD BRASS ELL MJ TAPPED CAP COMPRESSION FITTING AND 1" GATE VALVE CONCRETE BLOCKING 1" BRASS ELL (TYP.) (SEE BLOCKING DETAIL) " WATER PRE -CAST CONCRETE VAULT WITH ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE USED ON ALL M. J. FITTINGS. ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, 4'-0" C VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION, CONCRETE VAULT ,/-VALVE AMERICAN AMERICAN FLOW CONTROL TR ADAPTER OR AN APPROVED E �- METER 7 WATER MAIN SERVICE CONNECTION VAULT FLOOR (6" LIP) +NOTE AND VALVE OF WITHIN LIMITS OF ASSEMBLY SHALL BE 95/ STANDARD DENSITY PER METER VAULT ASSEMBLY W3 - 00 ASTM D698 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM G UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH BRONZE INSECT SCREEN SIDES OF COPPER. PIPE. W /S.S. HOSE CLAMP 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" BROOKS UN SHALL INCLUDE ALL MATERIALS, AS SHOWN IN 1" AIR RELEASE VALVE ENCLOSURE - DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APCO MODEL 50 OR APPRO' 3. SIZE OF LINES AND VALVES MAY BE MODIFIED BY THE ENGINEER HOT -BOX POLY ROX EXIST. G MODEL PHRI WITH HEAT OR APPROVED EOUAL \- 1" APCO WAFER 4" X 3'X 3' CONCRETE PAD CHECK SERIES 300 1" TYPE "K" COPPER TUBING 1" TAPPING SADDLE W/ CORPORATION STOP. AIR RELEASE VALVE & VACUUM CHE VALVE W3 -02 MAIN BRASS NIPPLE BLOW -OFF RISER W3 -03 NOTE:USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. AND PI-W SC F TEE ID (W THRUST (tons) NOTES: SPECIAL CONDITIONS VOLUME (�• •> 4,6,8 5.1 1, FURNISH AS SHOWN ON PLANS 1, METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 0.3 �- BLACK -\I 11.3 11.513.51 AND ON ALL VALVE SIGN POSTS. F TO BE CONSTRUCTED 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY 90" TEXT 6.5 WARNING FROM 20 G STEEL BAKED ON FO 20 PIPING APPARATUS OR METER WITHIN THE VAULT. VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A 4.0 10 " MINIMUM OF 90/ OF MAXIMUM DENSITY AS DETERMINED BY UNDERGROUND PIPELINE ENAMEL FINIS H. FURNISH ONE WARNING AND ONE VALVE SIGN 3. REINFORCED, CONCRETE STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF -3 1.5 0.9 1.5 CONTACT THE CITY NSTALLED PO VALVE AT OTHER REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 3.5 2.5 1.5 BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON W 4 - 0 1 YELLOW 1.5 1.5 1.5 0.9 FURNISH SAME NUMBER OF MECHANICAL JOINT PIPE. 22.5° BACKGROUND 2.0 14" 1.5 REPLACEMENT SIGNS AS FOR EACH 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. OF THE VAULT. 0.3 (TUNNELING IN CUT) V AL V INSTALLED (OMITTING VALVE NUMBER ON VALVE SIGN BLANK) 6. THERE SHALL BE NO PIPING UNDER THE FLOOR 1.5 0.9 0.4 (NOT A SEPARATE PAY ITEM) APPROVED 3" OR LARGER COMPOUND 10,12' 7 " N0. n I " -2" BLACK PRESSURE SENSITIVE NUMBERS METFR5, VAULTS & MATERIALS "` 1 0.6 I� / NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. CONSOLIDATE 6� LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. I TO BE ADDED AFTER APPROVED METERS - SENSUS SRH (U. S. GALLONS) ` MOISTURE) STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. WHITE BASIC SIGN HAS BEEN PAINTED. APPROVED VAULTS - PARK DMC=BR BACKGROUND . 1" TYPE "K" COPPER TUBING 1" TAPPING SADDLE W/ CORPORATION STOP. AIR RELEASE VALVE & VACUUM CHE VALVE W3 -02 MAIN BRASS NIPPLE BLOW -OFF RISER W3 -03 NOTE:USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. AND PI-W SC F TEE ID (W THRUST (tons) C (it) A (ft) VOLUME (�• •> 4,6,8 5.1 11.512.51 6,8" 0.3 10.12 11.3 11.513.51 2.7 0.6 / 1,-p„ W W LID 00 ��� --- oo THRUST ¢ L J o' �; THP.UST ¢ W� 0 0 p Nv N- M -POUR AGAINST POUR AGAINST UNDISTURBED UNDISTURBED EARTH EARTH TEE THRUST BLOCK. PLUG THRUST QLOC ( THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24" AND SMALLER NNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS 7 , ' t •+' \ °�•:�••� �, j• fit. • ,• \INER DIA. OUTER POUR. CONCRETE DIA. AGAINST UNDISTURBED EARTH SECTION X -X PLAN VIEW HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE ( A ) B C r E ) G VOLUME PAINTED BLUE. 6,8" 5.0 1.5 1.5 0.9 2.7 0�.2 90" 10,12" 6.5 2.5 1.5 1.2 4.0 MINIMUM OF 90/ OF MAXIMUM DENSITY AS DETERMINED BY 6 8" 2.0 2.0 1.5 0.9 1.5 0 45° 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 W 4 - 0 1 6,8" 1.5 1.5 1.5 0.9 0.8 0.1 22.5° 70,12 2.0 2.5 1.5 1.2 1.1 0.3 (TUNNELING IN CUT) 6'8 1.0 1.5 1.5 0.9 0.4 0.1 11.25° 10,12' 1.51 1.5 1 1.5 1 1.2 1 0.6 1 0.1 TYPICAL HORIZONTAL THRUST BLOCK WATER T PI PIPE JOINT OAP' W2 -00 NOTES BRASS CURB STOP -, W 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 3. MARK EACH SERVICE END WITH METAL "T" POST WITH PLUG (REF) v% J BETWEEN THE SERVICE SADDLE AND THE CURB STOP PAINTED BLUE. MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF AS DIRECTED BY ENGINEER FOR SINGLE SERVICE OR BETWEEN THE SERVICE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN [ - ' o SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINES IMMEDIATELY AFTER. THE APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE J STREET CROSSINGS HAVE BEEN INSTALLED. INSTALLED WITH THE MAIN LINE CONSTRUCTION. l._._ ._._.- ----------- 4' MIN. - -- -- - -- - --- CONC.CURB & GUTTER APPROVED SERVICE SADDLES FOR DUCTILE AND PVC. OR TAPPED TEE r- CORP STOP VIEW A -A o DOUBLE SERVICE i� r T i 2' MIN. -3' MAY,. /4 BALL VALVE - PAD 2' Mlhl. 1 WITH PLUG (2 4 OR DOUBLE SERV.) £� 4' MIN. A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1 -1/2" X 1" BRASS WYE ('1 FOR DOUBLE SERV.) 1" TYPE K COPPER TUBING (SINGLE SERVICE) 1 1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) WATER LINE (SEE NOTE 1) WATER CROSSING W2 -01 MIN. i MIN. 3' -0" BELOW DITCH FLOW LINE. CARRIER PIPE STEEL CASING NOTE: 1, FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING W4 -02 0 0 0 0 °� co V) N C7 a a a o 0 w w w w w Cn LLJ W C4: c,c c>r o- OF T . im k o 0 ........ ° °•••••• SCHULTZ .............. ° ° JOSEPH. P ..�,.. �, •� ' ..d ... °- , L ONAL 1 1 doMb 1 -a1 ar r � a X W t- r s; z +�y,4 O v 1 t F Q A W Y _ s;u uyq r � ?` .6 0 tL o m rr a�Z j 4i. Jti:aJ :k r W f- is lI L 0 W I" DRAWN BY: y DATE: 1 -31 -03 SCALE: N T S APPROVED: W. P. K. EIGIJRE = SHEE 1 OF MAIN TRACK SIDEWALK MAf BE SELECT MATERIAL OPEN CUT OR BOP.ED MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF AS DIRECTED BY ENGINEER NON - STRUCTURAL OR FUTURE STREET AREAS SUBGP.ADE DITCH 3 ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) AS REQUIRED CARRIER PIPE o f b INCHES IN THE LARGEST DIMENSION), COMPACTED TO A GENERAL NO TES: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING MINIMUM OF 90/ OF MAXIMUM DENSITY AS DETERMINED BY ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER MIN. ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN 4' 0" MIN. APPROVED BY THE CITY ENGINEER. OPTIMUM TO �4 /. OF OPTIMUM UNDER NON- STRUCTURAL IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS AREAS Ge ... YARDS, PASTURES, EASEMENTS) AND TO A I' SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. MINIMUM OF 98/. OF MAXIMUM DENSITY AS DETERMINED W 4 - 0 1 BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN ORIGINAL GROUND OPTIMUM TO +4/ OF OPTIMUM UNDER FUTURE STREET AREAS. DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY STEEL CASING CARRIER. PIPE IN FUTURE STREET O GRANULAR MATERIAL CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE AREA MATERIAL SHALL BE BANK RUN RIVER. SAND WHICH IS FREE MACHINE BORING MACHINE BORING PLACE METAL DETECTOR OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR. ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD (TUNNELING) (TUNNELING IN CUT) TAPE AT 12 " -18" DEPTH. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: COMPLETE AND THEN REMOVED BY CONTRACTOR. (TUNNELING IN EMBANKMENT) MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 5'-0" WIDTH OF PAVEMENT 5'-0" � �- 0A SELECT MATERIAL MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING 6' - 12' MINIMUM PERCENT PASSING 3/4" SIEVE 100 © (MANUALLY THE MATERIAL. SHALL BE FREE FLOWING AND WHEN WET, SHALL SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER. / NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. CONSOLIDATE 6� LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. AT OPTIMUM NOTES I. FOR BEDDING AND TRENCHING to //THIN EXISTING STREET/ 3. DRY BORING IS REQUIRED. ` MOISTURE) STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. TYPIC RAILROAD C R 0 S S I N G 4„ - PIPE All bedding & installation of PVC pipe shallbe in accordance UNDISTURBED SOIL to ANSI /AWWA Standards for PVC Pipe. PIPE Ductile Iron be in 54-00 3. All bedding & installation of pipe shall O.D. /� accordance to ANSI /AWWA C150/A21.50. 4. Compaction sholl be attained by mechanical tamping. 4 " MIN. /12" MAX. 5. Relative compaction shallbe tested in the presence of the 2'-0" MIN. MACHINE BORING 2'-0" MIN. City Engineer. 6. Dust resulting from the Contractor's performance of the work, (TUNNELING) OPEN CUT either inside or outside the right of way, shallbe controlled by OPEN CUT LIMIT the Contractor. LIMIT WIDTH O F PAVEMENT 7. All trenches shallbe back filled and temporary paving or plating placed at the end of each working day. 8. See "Open Cut Details" ST4 00, ST4 02 & ST4 -02. PVC PIPE WITHIN MIN. i MIN. 3' -0" BELOW DITCH FLOW LINE. CARRIER PIPE STEEL CASING NOTE: 1, FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING W4 -02 0 0 0 0 °� co V) N C7 a a a o 0 w w w w w Cn LLJ W C4: c,c c>r o- OF T . im k o 0 ........ ° °•••••• SCHULTZ .............. ° ° JOSEPH. P ..�,.. �, •� ' ..d ... °- , L ONAL 1 1 doMb 1 -a1 ar r � a X W t- r s; z +�y,4 O v 1 t F Q A W Y _ s;u uyq r � ?` .6 0 tL o m rr a�Z j 4i. Jti:aJ :k r W f- is lI L 0 W I" DRAWN BY: y DATE: 1 -31 -03 SCALE: N T S APPROVED: W. P. K. EIGIJRE = SHEE 1 OF 1 3'-0" MIN. SIDEWALK MAf BE BEDDING AND TRENCH FOR DI PIPE & OPEN CUT OR BOP.ED AS DIRECTED BY ENGINEER NON - STRUCTURAL OR FUTURE STREET AREAS STEEL CASING THE [ W4-03 AS REQUIRED CARRIER PIPE NOTE GENERAL NO TES: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. HAVE BEEN BARED BY CONSTRUCTION/ SHALL BE ADEQUATELY ED AND WATERED UNTIL BLOCK SODDED OR HYDRO 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN DE GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS APPROVED BY THE CITY ENGINEER. IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS TYPICAL CITY STREET CROSS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. W 4 - 0 1 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 MACHINE BORING VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS (TUNNELING) COMPLETE AND THEN REMOVED BY CONTRACTOR. SHOULDER SHOULDER VARIES VARIES ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY PAIN. 5'-0" WIDTH OF PAVEMENT 5'-0" ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. MIN. i MIN. 3' -0" BELOW DITCH FLOW LINE. CARRIER PIPE STEEL CASING NOTE: 1, FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING W4 -02 0 0 0 0 °� co V) N C7 a a a o 0 w w w w w Cn LLJ W C4: c,c c>r o- OF T . im k o 0 ........ ° °•••••• SCHULTZ .............. ° ° JOSEPH. P ..�,.. �, •� ' ..d ... °- , L ONAL 1 1 doMb 1 -a1 ar r � a X W t- r s; z +�y,4 O v 1 t F Q A W Y _ s;u uyq r � ?` .6 0 tL o m rr a�Z j 4i. Jti:aJ :k r W f- is lI L 0 W I" DRAWN BY: y DATE: 1 -31 -03 SCALE: N T S APPROVED: W. P. K. EIGIJRE = SHEE 1 OF NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. SECTION A - A NOTES: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED A EACH MANHOLE IN NEW OR EXISTING RIGHT -OF -WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING /COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEL /CONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION AS FOLLOWS: MANHOLE DEPTH (FT.) BASE THICKNESS 0 - 12 ---------------- ---- --- - ---- 8„ 12 AND OVER - ---------- ___----------- 12" 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT ------------------------------- 98 % STANDARD PROCTOR ASTM D 698 LANDSCAPE AREA - -------------- -- -____. 90 % STANDARD PROCTOR ASTM D 698 SEE NOTE 7. 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT-OF-WAY 6, IN FLOODPLAINS, THE CONE SHALL EXTEND ABOVE THE BASE FLOPD tvl- ELEVATION OP. A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED. SEWER SIGN 7. WARNING SIGN ONLY TO BE PLACED WHERE MANHOLE SIGIII SEWER CROSSES OPEN FIELDS. (SEE DETAIL S01 -05) 6'-0" STD. CAST IRON MANHOLE COVER ;?' MIN. AND FRAME (30" DIA. OPENING) OR EQUAL r 1 2" MAX.. SEE NOTE 1. - 2'- 0" PRECAST REINFORCED i 45 BEND 45° BEND VARIES 90° BEND 6" MIN. SEE BASE AM NOTES NOTE FOUNDATION MANHOLE DIA. NOTE: - CONC. MANHOLE SECT. ASTM DES. C-478 (18in. 8' GREEN, HEAVY DUTY, 218in. (30in. DROP FITTINGS ARE TO BE STD. 45° WYE Spy AND /OR AT EACH MANHOLE WHERE WING CHANNEL POST WITH PVC CAP RESTRAINED JOINT DUCTILE 5" MIN, :, IRON PIPE. CEMENT STABILIZED SAND AS SHOWN. BACK FILL AROUND MH SHALL BE AS PER NOTE 4. VARIES 3. CONTRACTOR SHALL CONSTRUCT = uj (SEE TABLE) SEWER LINE CROSSES OPEN FIELDS VARIES 5" MIN RUBBER- GASKET JOINTS DEPTH OF 6' OR TO A DEPTH z a WARNING 2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. W/ MORTAR SEALANT LARGER INVERTS. STD. 45° WYE 4" i r- ��\\\ R „ ENAMEL FINISH. FURNISH ONE ONE SIGN AND ONE POST INSIDE AT ALL JOINTS 8" MIN. BE SET TO ALLOW SANITARY WITH PV SEWER SERVICE. (SEE NO W PLUG t!2 "�F� F FOR EACH MANHOLE INSTALLED AR V IES A VARIES �- 3" 3„ A J STANDARD MANHOLE 45 BEND 45° BEND VARIES 90° BEND 6" MIN. SEE BASE AM NOTES NOTE FOUNDATION MANHOLE DIA. I MAIN SIZE 4 FT (18in. 5 FT 218in. (30in. 6 FT 236in. BASE e4 BARS BENT @ 90° AND ZZ MARS P" 0 C L� W TIED TO WALL AND BASE. BARS 8" 0 C (� W 4" PVC EXTENSION 1. FURNISH AS SHOWN ON PLANS W /PVC CAP 16" NOT GREATER THAN 12' 24" W /PVC CAP 26" AND /OR AT EACH MANHOLE WHERE � WITH PVC CAP WILL REQUIRE 2 MATS OF W REQUIRE (SEE NOTE 3) ,} w 3. CONTRACTOR SHALL CONSTRUCT = uj ,' a w SEWER LINE CROSSES OPEN FIELDS G e4 BARS, 8" O.C.E.W. -- DEPTHS GREATER THAN 12' WILL *INVERT - 3/4 DIAMETER OF PIPE REINFORCING STEEL IN THE BASE. BLACK TE XT DEPTH OF 6' OR TO A DEPTH z a WARNING 2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. UP TO 24 ". 24" AND SHALL BE FULL DEPTH LARGER INVERTS. 10" UNDERGROUND SEWER ENAMEL FINISH. FURNISH ONE ONE SIGN AND ONE POST STANDARD DROP M AN H O L E BE SET TO ALLOW SANITARY WITH PV SEWER SERVICE. (SEE NO ww M WITHIN TOLERANCE. o: z PLU B I 2 w � CONTACT THE CITY FOR EACH MANHOLE INSTALLED J STANDARD MANHOLE POUR CONC. AGAINST BEFORE EXCAVATING ACROSS OPEN FIELD AND AT OTHER AS SHOWN ON PLANS. NOTE: CAP CLEAN-OUT AT BLIND FLANGE ON S 1 - O 2 INTO HOLE S 1- 0 3 METAL "T" POST PAINTED GREEN. DRILLED PIER FOR AERIAL LOCATIONS RESTRAINED JOINT FOR FORCE MAINS. YELLOW 3. ALL MATERIAL SHALL BE SDR 21 FURNISH SAME NUMBER OF D2241. BACKGROUND REPLACEMENT SIGNS AS FOR EACH NOTES: MAf\IHO E INSTALLED (OMITTING MANHOLE NUMBER ON MANHOLE SIGN) 6" CLEAN OUT STACK - EMOVE INVERT AS REQUIRED 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. NO �? (NOT A SEPARATE PAY ITEM) \ ' \- FOR EARTH, SEE BEDDING 5. A CLEAN OUT IS REQUIRED pl PIPE . O.D. I U .D AND NEW INVERT FOR NEW AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING 7" . N 2" BLACK PRESSURE SENSITIVE NUMBERS THE PLUMBER AT THE ROW PLAN LINE. SMOOTH TRANSITI. NEW INVERT SHALL PERIPHERAL "STARTER" HOLES ON INTO EXITING INVERT. REWORK THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. FOR EACH SERVICE. TO BE ADDED AFTER 0 (SEE NOTE 1.) EXISTING INVERT AS REQUIRED. 2 THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF 10 BASIC SIGN HAS BEEN OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. WHITE PAINTED. \\-' >" CUSHION REQUIRED 3. INATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH BACKGROUND. - VARIES I OPENING CREATION DETAIL - NON- SHRINK MANUFACTURERS REQUIREMENTS. SEWER WARNING AND A GROUT 4. CONCRETE SHALL BE 3,000 P.S.I. MANHOLE IDENTIFICATION SIGN cv SYNKO -FLEX PREFORMED - NOT LESS THAN 3" PVC (SEE NOTE 3) (MIN. 1/. SLOPE) m CONCRETE 1' -0' PLASTIC ADHESIVE DIAMETER VARIES - IN S 1- 01 STACK VARIES IN HEIGHT 'a BLOCK e3 REBAR (14" LONG) WATERSTOP, OR APPROVED EQUAL. NOTE 3.) 1 0 NON- SHRINK 45 °BEND �- T -Y SERVICE FITTING EMBEDDED AND EPDXYED INTO MANHOLE WATERSTOP - PIPECONX 2" CLR. (TYP.) SEE NOTE 5 GROUT NEW INVERT STD. 45° BEND STANDARD CLEAN OUT FOR MAIN LINE WALL 3 ". (SEE NOTE 2.) MANHOLE ADAPTER �- DEEP CONNECTION PROFILE 1 PIPE O.D. SEAL, OR APPROVED B.1 PLUS 18" EQUAL. (2 REQ'D) PIPE O.D. PLUS i R -O -W MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF 1 CONNEC DETAIL SECTION VI WATER STOP-PIPECONX MANHOLE ADAPTER SEAL, _ B_1 oR APPROVED QUA NOTES: 1 MANHOLE CONNECTION DETAIL D) INCHES S DETERMINED B IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY A I Y B STANDARD MANHOLE TIE-IN I CONNECTION DETAIL SECTION VIEW - . B.2 S1 -04 4" PVC EXTENSION VERTICAL STEEL W /PVC CAP 16" (SEE NOTE 3) 24" W /PVC CAP 26" PVC DOUBLE WYE 2 . 0 ' WITH PVC CAP ` (SEE NOTE 3) ,} w 3. CONTRACTOR SHALL CONSTRUCT = uj ,' a w OUT 800! I it z ELEVATION IS LESS THAN 2'-7" 0- _j DEPTH OF 6' OR TO A DEPTH z a j PLAN 1 � Q (TYPICAL) \ I? SEE NOTE 5 3 p CONC, CURB & GUTTER SIDEWALK SIDEWALK 3.5' MAX. OR AS DESIGNED (SEE NOTE 1.) 3.5' MAX. OR AS DESIGNED 7 I WATER LINE (SEE NOTE 1.) I•II / 7 (MIN. 4' BURY) ' PVC (SEE NOTE 3) to 2' DESIRABLE 2' PVC- 2.0 T Y SERVICE FITTING (SEE NOTE 3) /� - --- � - °•-- tSEWER TEE) ND STD. 45° PVC BEND SEWER LINE L PVC SDR 21 D2241 Q1.0% MIN. - STD. PVC COUPLING PROFILE NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB, MN E R SERVICE. MIN. ELEV. V. MUS T BE SET TO ALLOW SANITARY SE W 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL SERVICE CONNECTIONS WITHIN THE R -O-W SHALL BE SDR 21 D2241 MATERIAL. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. SEWER SERVICE LINE CROSSING 53 -00 MAIN TRACK 3I SUBGRADE DITCH rl 4 6 MIN. 4' -0" MIN. STEEL CASING J CARRIER PIPE - MACHINE BORING MACHINE BORING (TUNNELING IN EMBANKMENT) (TUNNELING IN CUT) NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL RAILROAD CROSSING 53 -01 2'-0" MIN. MACHINE BORING 2'-0" MIN. (TUNNELING,) -OPEN CUT OPEN CUT LIMIT LIMIT WIDTH OF PAVEMENT 13'-0" MIN. SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASIN THE ENGINEER. G AS REQUIRED CARRIER PIPE NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BOUNG PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVID TYPICAL BY THE ENG INEER. CROSSING 53 -02 MACHINE BORING (TUNNELING) SHOUL)ER SHOULDER VARIIS \ VARIES 5'-0" WIDTH OF PAVEMENT 5'-0" MIN. MIN. 3'- O'BELOW DITCH FLOW LINE. CARRIER PIPE -J NOTE: STEEL CASING 1. FOR MOREVFORMATION ON WATER AND SEWER ,LINE CROSSING SEE CITY fANDARD SPECIFICATION FOR WATER AND SEWER LINI CONSTRUCTION. 2. STEEL CASE SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORINIIS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHEARE CROSSING S3 -03 NOTE: 4" PVC EXTENSION VERTICAL STEEL "5 BARS 16" 8 24" W /PVC CAP 26" 14 r METER BOX OR STANDARD 42" 1. WHERE DOUBLE WYE SERVICE (SEE NOTE 3) 3. CONTRACTOR SHALL CONSTRUCT = uj / CLEAN OUT 800! CONCRETE PIER TO A MINIMUM ¢ ELEVATION IS LESS THAN 2'-7" VERTICAL STEEL AS PER TABLE DEPTH OF 6' OR TO A DEPTH z a j WHERE A GOOD BEARING SOIL w CURB, MIN. SLAB ELEV. MUST BELOW PROPOSED BACK OF PVC DOUB416 "2 HOOPS, 12" O.C. " 4. ALL SHAFTS SHALL BE BORED VERTICALLY o BE SET TO ALLOW SANITARY WITH PV SEWER SERVICE. (SEE NO ww M WITHIN TOLERANCE. o: z PLU B I 2 w � i r 5. ALL INFORMATION SHOWN IS CITY e a o J MINIMUM. ALL PIERS SHALL BE z o 3 POUR CONC. AGAINST n DESIGNED BY A PROFESSIONAL ENGINEER. c ° UJ 2. MART: EACH SERVICE END WITH UNDISTURBED EARTH M INTO HOLE TYPICAL CONCRETE METAL "T" POST PAINTED GREEN. DRILLED PIER FOR AERIAL SEWER 3. ALL MATERIAL SHALL BE SDR 21 D2241. 4. GLUED FITTINGS WILL ONLY BE ALLOWED AT THE DOUBLE WYE ' CONNECTION. GLUED FITTINGS TO a 6" CLEAN OUT STACK - BE PVC -DWV. SEE NOTE 5� �? DIP OR PVC .� \ ' \- FOR EARTH, SEE BEDDING 5. A CLEAN OUT IS REQUIRED AND TRENCH DETAIL AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW PLAN FOR EACH SERVICE. R -O -W \\-' >" CUSHION REQUIRED - VARIES CEMENT STABILIZED SAND AS SHOWN. FOR ROCK, CONCRETE - ^ ` r' 3.5' MIN.(SEE NOTE 1J - - NOT LESS THAN 3" PVC (SEE NOTE 3) (MIN. 1/. SLOPE) ! II STD. 45° BEND- - IN STACK VARIES IN HEIGHT 'a \ 2.0 ' 45 °BEND �- T -Y SERVICE FITTING (SEWER TEE) SEE NOTE 5 STD. 45° BEND STANDARD CLEAN OUT FOR MAIN LINE S2-01 DEEP CONNECTION PROFILE SELECT NATIVE MATERIAL ORIGINAL GROUND IN R -O -W MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF FUTURE STREET AREA ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) NOTES: VARIES INCHES S DETERMINED B IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY A I Y PLACE METAL DETECTOR TAPE AT 1�- " 18" DEPTH 1. 0 BEDDING D TRENCHING STRUCTURAL AREAS SEE DETAILS T F I OR E OPEN J CUT STREETS. - . ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN .. _.. . i OPTIMUM 70 -4% OF OPTIMUM UNDER NON- STRUCTURAL � 2, ALL BEDDING &INSTALLATION OF PVC PIPE SHALL BE IN 3.5' MIN.(SEE NOTE 1.) i AREAS Oe ... YARDS, PASTURES, EASEMENTS) AND TO A �- . Q SELECT MATERIAL. ACCORDANCE TO ANSI /AWWA STANDARDS FOR PVC PIPE. I MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED g " -12" 3, ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL �� BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. B (MANUALLY O � � CONSOLIDATE BE IN ACCORDANCE TO ANSI /AWWA C150/A21.50. 4, COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. © GRANULAR MATERIAL AT OPTIMUM PVC (SEE NOTE 3) MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE `` MOISTURE) 5, DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE (MIN. 1/. SLOPE) OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4" OF THE WORK, EITHER INSIDE OP. OUTSIDE THE RIGHT OF - 2.0 _ MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: T' - �� PIPE UNDISTURBED SOIL WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. g ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING - T Y SERVICE FITTING MAXIMUM LIQUID LIMIT 45 15 *� p,p �f OR PLATING PLACED AT THE END OF EACH WORKING DAY. (SEWER TEE) SEE NOTE 5 MAXIMUM PLASTICITY INDEX MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 /' \ \Z6" MIN. /12" MAX. 7. TWENTY -FOUR (24) HOUR NOTIFICATION TO ENGINEERING MINIMUM PERCENT PASSING 3/4" SIEVE 100 IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL STANDARD CONNECTION PROFILE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. COMPACTED CEMENT STABILIZED SAND, 1-1/2 SACK /CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. SANITARY SEWER BEDDING AND TRENCH FOR DI PIPE & PVC PIPE SERVICE CONNECTION 52 -00 52 -02 �n PIER DIA. AS SHOWN ON PLANS \: V SECTION A -A "2 HOOPS, 12" O.C. 3" CLEARANCE MININMUM ES Am PIER DIAMETER VERTICAL STEEL "5 BARS 16" 8 24" 12 26" 14 30" 16 42" 1 24 4" WIDE X 3/8" THICK STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE DUCTILE IRON PIPE TO PIER (2 REQ'D. PER PIER) WRAP WITH ONE LAYER /- 1" x 18" GALVANIZED STEEL OF TAR PAPER TO \ ANCHOR BOLT SECURED TO PREVENT BONDING / VERTICAL REINFORCING STEEL NOTES: _ 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. = w A A 2. CHAMFER EDGES 3/4 ". 0 3. CONTRACTOR SHALL CONSTRUCT = uj CONCRETE PIER TO A MINIMUM ¢ VERTICAL STEEL AS PER TABLE DEPTH OF 6' OR TO A DEPTH z a WHERE A GOOD BEARING SOIL w "2 HOOPS, 12" O.C. IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY o "' M WITHIN TOLERANCE. o: z PLU B I 2 w � i r 5. ALL INFORMATION SHOWN IS CITY e a o MINIMUM. ALL PIERS SHALL BE z o 3 POUR CONC. AGAINST n DESIGNED BY A PROFESSIONAL ENGINEER. c ° UJ UNDISTURBED EARTH M INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER e2 STIRRUP, 24" O.C. e4 BAPS 6" CONCRETE ENCASEMENT S4 -02 MACHINED BEARING SURFACE 5 5/ BOLT HOLE DETAIL 33 -1/4" 32- 3/16" - V L4 -1/2" 1 „ 1 -1/2 "� GROO NEC 7/16" 30" 33 15/ - 4D -31 FRAME SECTION 31 -7/8" 7 2 „ t21- 3/4 �) t2-1/2" 23' _A COVER SECTION (4) 1/2" DRILLED AND TAPPED BOLT HOLES NAI P.TIGHT FRAME ONLY) (4) 1/2 " -13 X 1-3/4" SS HX HD BLTS (4) 1/2"-13 X 1 -3/4" 5S HX HD BLTS a�u W . ASHERS WITH STEEL & RUBBER. WASHERS f -V1420 APT) (WATERTIGHT COVER, ONLY -V1420 APT) OF GOLEEGF S COVER FACE COVER FACE (VULCAN V1420) (VULCAN V1420) MANHOLE RING AND COVER & WATERTIGHT MANHOLE RING AND COVER 54 -01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION A14D GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 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 ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. 2 -1/4" -- 1-3/8" - 7/16 I 1-1/4 PICK HOLE DETAIL -SEE BOLT HOLE DETAIL (WATERTIGHT COVER ONLY) FOR 1/4" DIA. .NE GASKET COVER BACK 0 0 0 0 0 0 .. O.J y .. 17 00 c0 �- C/7 N N O N d d 6 d d G Cn w w w w w w cn cn cn cn w > > > � co �p.�� e.eee.�,F- I'ys6� ®s0 e e oe% p_ JOSEPH P. SCHULTZ /ON .fr -6 d X w O rr i w 4i'u 1 r 3, 0 LL O z w Cl7 i- t� W E -- DRAWN BY: DATE 1 - 31 - 03 SCALE: N T S APPROVED: W. P. K. F-10URE = .SHEET 1 OF 1 1 i r .fr -6 d X w O rr i w 4i'u 1 r 3, 0 LL O z w Cl7 i- t� W E -- DRAWN BY: DATE 1 - 31 - 03 SCALE: N T S APPROVED: W. P. K. F-10URE = .SHEET 1 OF 1