Loading...
HomeMy WebLinkAboutSOUTH TIMBERLINE ROAD WATER LINE AND ROADWAY IMPROVEMENTS - Filed STR-STREETS - 2006-06-30Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. (� 4 a / WAYNE . N®JANb�� EA l o I , � I I T1 1 0 Q -t 0— p I , O a Q, „ INSTALL (4) NEW �I 1 / STA. 21+18 - : @i)91E8TC9il$ \ STA. 18+35.00 1 THREADED OUTLET W/� 3/4" SERVICE, 11 LOT 3 VJ I � 1„ THREADED OUTLET W/' INSTALL 2 N 3/4' PP T WITH i - NEW 3 4" CORP STOP � T 7 ®C!f� � METER PIT ADJACENT TO EXISTING METER ��� - INSTALL STOP SERVICE, �3/4" PRV/WITH TH w bVAYNB f8 AN®JAPdOLL LBOSTVGCOVV cL N� E TIC® �MERER PIT ADJPRV ACENT EXISTING METER PIT ADJACENT TO Q 51 T 4 GATE VALVES, 4 _ 1 WAYNE �. AND JAINIOIE E LED�TOUfObV 3 PRV VAULT L0T 4 STA. 17+50.00 0�6 EXISTING METER PIT \ 4g j ( L®T 3— _ ei !ME9 z 4 4901 sL' nLVE� \ �' 3 4Q�SM P 4901.78 Ln STA. 10+34,49 -2� ACCESS MANWAY /4 IT 491 FIRE HYDRANT 22 1/2' HORIZ BEND TIMBERId1� ��� RO �i /'i R Wr HANDLES ROw2 i RO ' 3 METER PI a E ROW E E 8� 4A Row ROW �- E 3 o s25 E E E E -E - E -- - E- E ° E 3 - - _ --- --- --- _.-... o - Ow D�YOW : R W _-- ROW -o- ROVP-- �_ r ROW _ _R f _ _- _ O N - _.-.. _. -_ - _ - __. - _ __ _.Off - _ -_- _ _.. _. _ _. -_ _- _ A - _ �i _ n . -- -1 - - T� - -I T T - T T 1T O szev p) T� T T 4• AC Uea+DONM)- \ a AC (Aeu�ooNeo) ABANDDNED N T T- T T T T T T T T-- T T T T Tw= TW W WT WT T W $i 1 o i' + W W W W W W W W W yV W W W W W T s" PVC 1� \ , w- -_w w w IN w W W w N J 16" DIP 16" 11+00 — 12+00, f3+00 14+00 15+ob 16+00 17+00 D 6+ 0 ` 9+00 20+00 21+00 22+00 +00 _ YY W � � j 10.6 1a+ 00 �. Uj -- -- .� 15` RCP (PROTECT IN PLACE)I ` N __ _ _. I I OHE 0HE E E OH - R W - - - fi GATE VALVE _ STA. 10+08.36 R _ _- --3'- H 0�-;E OHE OHE (n ` 22 1/2' HORIZ BEND -- -- -4915- _ 3 f - _ —F Fo FG�- o Z W III OF F�iCi-T-t--/-��..., FO- _ - ,� FO-F•^� F F F F� F0 FO�F F `r Fc�Fo r F Fc;~ror Fc�r r r a• cns:. V �! i�j y.,f ��..9- - - . G G _ `G G G --- G G - G G G —er G 2 c� G G c G c O G c b a c �c —� c—C �'' V 0 00 H -15 Q/ 0/ a� 0 a e - � 30Ax62 E87. ` �- 6" GATE VALVE W/ Q Q 5, Q L° ; , �' j a �} �� V / 0 _. 0 LOf 0 BOX, 64" L.F. 6" PVC W/ 6"X6" TIE TO EXISTING a ��, W O __ �J IE� E C '� TEE, PLUG W/ T.B. AND FIRE �� LOT �4 9� LOT �`� I I0'C1 a ROAN P _b HYDRANT ASSY. AT END OF LINE 24'x16' CROW - �� �' Q �T�PH�N L J !U AND 12" WATERLINE �; L®�/�LL V9� OLL a. �a®[� � . �N® o�� ��� ®Tv �- ���P� P. PISCHER as _ > �, �O SEE DETAIL � � / � � a.®T 3 � 1, 1 4925 1 4920 1_ 4910 4900 S m DRAWN SAS C H F C K r D DNT DES,GNED SAS i IMAM[ 030_water-1 B `I SEx HEET 12 } C� �� i L, I I� °�s� } ROWIL & PkYLVCHOATE m F+ I ®��u®� LOT 23 `; JOIN TO al� C� ' - � W F. & LELME P. B NSON / EXISTING S' PVC �, �I SEE SHEET 11 a� o Q OF R 2 _ b n AT M OF R1�00 i y�]E, THE M\bRE BASED UPON THE R C G ISHEDW -- BY CONN OURCES, AS WELL THEIR DATA PROND� 1ST. ECORD �I a �'� �� M M ' M M DOCUM 1S OW SIGNIFICANT CHAN MADE DURING C S CTION. BECAU ESE �RU Q ( (� -�M RECOR DOCUMENTS ARE BASED ON PO TIAL UNVERI INFORMATION PROVID BY I �J 0 ER PARTIES, WHICH TST ASSUME RELIABLE, CANNOT AND DOES N T Q I WARRANT 50 O LL 1 - '_� W Q 3 / M� �� �I_ - - C� R ACCU A Ii scale 1"=50' feet Q u„' m 1372.92 IL.F. 30" IDIA. PIP CONTRAC OR SHALL WELD w Z JOI A ON wSHOWN LAYING AGR MS PREPARED BY NORTHWEST BY NO8Y--EAIG1AlE!<R_ WEST PIPE AND 3 ° I --- N i FUTURE GRADE OVER CIL OF PI E EXISTING I RADE — — — — — — (NOT A PART 1 F OVER CL C F PIPE — -- --- — -._—_ _ - THIS PRO - - D O --_ - _ 3 O 0 — _ ` _ Id _ _ N — Cm 1 ° —<— _ d 00 - w LLl_ j or � W Z W W =W Q Ee W x 0-3En } O a m , �.1 3 _. a 0 >�ILLI 3'00 z °�° c�4 06 01 O`° M 0 0 o rn 000 17Q J}Z -1 _ N 00 w> O + w O r a' 00 ++F LL1Vj O +w NH w NUC) ~ w FQW + + JW NLID W NO) + 0) OOdLID O - O Q LLI -. x 9 .14 x mN X � Oi F , a L Q :t00� a 1dO O e F- O (1) N 0 F- 'IT N M 0 F-!'0)O n CD c0 F- 9+00- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 Q > L06, CV cr Cr z H 4930 a W �_ CO Z z 0 4925 WM 0. N .41 W W 0 z 4920 W a z Q Z 4915 / LU J 4910 Q 4905_ 4900 TST, INC. Consulting Engineers 4895 748 Whalers Way, Bldg. D Fort Collins, Colorado 970-226-0557 JOH No 0918-030 SCALE HORIZ: 1" = 50' 4890 VERT: 1" = 5' DATE OCTOBER 2003 HE Li 4885 7 OF 24 DRAWINU Ur HLUUHIJ i / a v l 1 I lI i t l / STA. 36+40.00 I J l l 1/ / l/ l � TEST STATION F-F 2069 I / AT SANITARY 3949 M2 PITS ' STA. 36+20.00 �7 7 I / / / ! I / ' I 1" THREADED OUTLET W SEWER CROSSING / tES STATION 33� �RM ITS l / CORP STOP NOT REQUIRE �06 _ 2 i - / j l / 115 INSTALL NEW 3 4" pp��jj 490 1/ 49:0.95 / 2f60 ! 48 .M / / ROBERT F. & DONNA P. KOEHLIER � SERVICE, 3 4" PRV WITH � pp / 2047 6' G ALVEI -4 POST 48 ¢A3 3/4 METER PIT or. PT = 31+59.43 METER PIT ADJACENT TO 4870.2611 487 . : 2161 v 4 METER ('ITS/ �ro PC = 30+21.02 METER PI NT Ln 2089 ' o/- ° m �, oZ1588 - < - --� -- EXISTING METER PIT �MH I m 49 .45/ ° ° 488b.81 -- --- IN V 1 4863.F7 39 o I � 3�44.1AETE(? i 3�4, MEfER'PIT� READER / PT = 29+78.75 - [8b -- --- -- -- �� �� 0 CID p NG �207Il = VALVE _�ROW / - C 0 o nwN T� rn' T _ / 2157 __ _` -- - -- - DONEDOW E O cNEchLo --- -- --- -- - _ _ -- _ SAS A AN J 494Q MEffB.PITS "REMOVED Tom_ 4B ,,�35 PC 28+40.34 -- - -- — — M T � _ _ , - -�T 3 YJE7€R P11a, AC (AerviuoHm) _ _ - _ - - - - -- - -- _ _ _ _ - -- - - - W - ]rA8 W--- _.- WW — W w„_A-AC (PROTECT IN PLACE) "_ �DINT l7LSIGNED . ,� � W W W W -W W W W W W W W W W W ryr �♦• ACy(AeAr+oa+m) o W > W W-�N SAS ISTING- I RVICES .t 31+00 32+00 33+00. 34+00 35+0a 36+a0 +oo za+oo 10' zs+oe ANDONkD6+oo 0 27+00 28+00 29+00 30+00 a oo = unnrst 2058 4-877.32 , 030-water-1 B - - p 6" GATE VALVE o - - n /r4) - \ o - - -- -- -- 4875 - - - - - - - - --- - - - - - - - W - 7E VALVE - --_ o _ - -60 TEST STATION - - 48 o V) �- �� O 0 i M 8- - M 8 - -/emu-} -0 E OHE HE E— OHE 0 H - - - 0 o I I ti.. TIMBERLI R AD STA. 35+50.00 20 ` v r,� ��roo or �_r —ram / I ,STA. 25+31, STA. STA. 30+95.32 _ -- 24" ACCESS MANWAY 48�32.Sh I Q IS,tF VF�1— G G - G ' I 25+33, STA. 25+37 & 36"x6" TEE W1 HANDLES j . o G^G' 1 STA. 25+39 BLOW OFF ASSYOrk RIM V OU� 4863.�52 o O TEST STATION FT -A \ o �� INSTALL 100 L.F. 36" PVC SANITARY /C�I o m / a I (4) 1' THREADED dpTV ®I P®RT®LLONS SEWER PIPE AND 2-72° DIA. MANHOLES VALVE W �" �� I / OUTLET W/ CORP STOP DOWNSTREAM INV. = 4863.27 W� 6"X6"d ;Fj / �� I' INSTALL NEW 3 4" J ND FIRE P W 0, UPSTREAM INV. = 4863.41 ND OF LINE" w - SERVICE, 3�4" PRV u S = 0,14% \ v1 T WITH METER PIT / , � II ADJACENT TO EXISTING a- /, METER PIT W / C ! ;o-o®ATL� IiJ J I i 1 X i 0 w I i I I CO W I - �I Z 61 O 50 0 50 100 O O scale 1"=50' feet o W LV m Q > M Cr M z I a co 4895. W - - —_ Z CONTRACTOR SHALL WELD JOINTS AS 3HOWN ON LAYING _DIAGRAMS PREPARED BY NORTHWEST PIPE AN APPROVED- Y--€NGIN€E4R ------ Z— Q Q a 0 - - - - 4890_ _ W N a F L Z io ZF4 L._Q cm PI) M N. ri 4900 4885 > oc O --- --- ---- - - _ a /1P LPL - _- -- -- 4885 LL E STING GRADE - -- --u > _ - - 0 ER CL OF PIPE _. z W 0 \ \ ` ` FUTURE GRADE a o Cm\OVER CL OF PIE STING GRADE Z ` (NOT A PART F T CL OF PIPE 4895 + � FUTURE GRADE 4880 --_--------.-.._.'i..___. _------ -- ---- -.- THIS _PROJECT) _ - - - Q - - --- -- CE OF P - - - -- - - -- _ -_ - ` - - - - - - -........- - - - - — 0-- - 4880 N I� (NOT A PART F ? - - - _ - - + ti - - - _ _---------- w Z � THIS PROJECT _ui 4890 2— _ U) _ - - - -- C0 W 4875 cc W \ f=- W Z J \ 4885 Z W Q 4885 = 4� \ - - - U -- --- --- -- - J Cn -- --- -- ------4870 F- 4880 Q 4880 Q x -------- -- -- TST, INC. 4875 Consulting Engineers - 4875 - - - 748 Whalers Way, Bldg. D Fort Collins. Colorado - 970-226-0557 r JOB NO, n rn z 0918-030 06 4870 0 4870 00 o a^O Nn 00 n a o SCALE e HORIZ: 1" = 50' __b.. #._ - - --- - -. �. �. ._ _ - - - - o - VERT: 1" = 5, _ 4855 N w N w o o o r u LJ OCTOBER 2003 a a ao � ao � a a m ��' _ � � sHfer 4865 v) V) (n v~i 0 E_ N 4 0 8 OF 24 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 DRAWING OF RECORD Page is too large to OCR. VrlMVVIII%J Wr nL.-vvnv 1 _4875 1 l I I I I r I I V i �� a a 1 i I l I I I °° v i M� 3 I I JOIN TO I , Gov ®F F®Ri COLLINS ! / EXISTING 4' PVC - SEE I i i j SHEET 11 I 1.6 r PC = 55+55.23 /PT = 56+65.14' E N PT = 51+76.41 - - LID - - / : fTIMBERL' INE �ROA T ®�7 _ 44 _._.ROW_ ROW R9W- - R - t� -.. �`.--�' ROW OW ....-ROW H -- _ _ _— _ - STA. 62+57.00 - W 4" AC (ABANDONED) --_ �_ _ _ e AC (ABANDONED)— / — — — _ _ _ — 4 AC (ABANDONED) j 3 4" AC (ABANDONED) 5" BUTT STRAP :Ll---- T , T - - = W W W J W W i 1n/ W W4+oo 1N W W W W W W W W W W W W�o W— —BMW W IN w W I _W11 FF}iG—W W W co 52+00 53+00 v/ 55+o0 LU 56+00 _ 57+00 11.9 58�aa - 59+00 _ 60+00 _ ' 62 00 oa W W - ����.�� — _ - — `Oh1 OHE OWE HE 0 E E E E \ E I _ E 0 --- EM��E E ROWzw R RO _ OW �N7--- _ �—ROW-' r _ J OHE OHE OHE OHEfOHE OHE-4s _ecW ROW �, / 4 .J O 0 E E 0€� OH 0 E 0 —� \ yi STA. 62+24.77 U Q / " PC 53+01.43 PT 54+17.02 O�VY ®� R®�8T I 30"x6" TEE y, ', STA. 5 4+ 50. 00 STA. 63+25i.00 24' ACCESS MANWAY I \ J = ®�OViIIS � � / � 1 i JOINED TO EXISTING F- W/ HANDLES % EXISTING SERVICE �Q' 30" PIPELINE TO BE ABANDONED STA. 62+54 ABANDONED TEST STATION I iAT GAS �TYPE F-F CROSSING TEST STATION I ICI 1z I / NOT REWIRED � I I 0 �W o �I �[ v rn i - a0 r �o �qq i I I i i i 50 0 50 100 scale 1"=50' feet 1225 L,F. 30" DIA. PIPE O - L6 CONTRA TOR SHALL WELD JOINTS kS SHOWN OIN LAYING IAGRAMS PREPARED BY NOR HWEST PIPE AND APPROV D BY ENGIN ER. EXISTIll, G GRADE Cl) OVER CIL OF PIPE w o Q (o as / v� u a �i N o o w ao I o_ v a- m N _ -- EXISTI G GRADE - - ~ ~ 0 AT CL OF PIPE _ �� - FUTURE GRADE - OVER OF PIPE 15 .00% i�� (NOT A PART OF �% +r 0 df THIS P OJECT) y 0 M � ... _ / ... � i. p.. m cTT�I. PIPELIN r---E}OS -- ----- - -- - —-- ---- - ------ --- - T1N6 iq FUTURE GRADE d OVER CL OF PIPE „^ PROPOSE GRADE W - (NOT A PAR OF W THIS PROJEC )_... OVER CL OF PIPE ' I / / _ ._:...:.... -._ �.... lox Q ---- W W ---- _ A7% Z Cf) -- — — / a - c.� otm — _ a Q Cl) 00 O N o X vILLI W LLJ _-. O W O > -' a_ F-- N -0 Q - do — LLI ME Lo Of +ILLI VI + +J +j 04 w NLID w �ILLJ W Ww; a] + U + W N N (0 O W (9 52+00 53+00 54+00 55+00 56+00 57+00 58+00 60+00 61+00 62+00 63+00 64+00 0 m DR4WN SAS CHECKED DNT JLsicNED SAS 5LrNAVe 030_water-1B W Uj co _ ^ 1L 00 H J Z w ILL Cr N Q / W cc Ix Z W CL Q 0 cc Z Z L/yL� )5-- W Q + 7.Q ZGO J H p )o M W F- o QCO W J ) 0- IIx 148801 - TST, INC. Consulting Engineers 748 Whalers Way, Bldg. D 5__._.. Fort Collins, Colorado 970-226-0557 JOH No. 0918-030 SCALE HORIZ: 1" = 50' 0 VERT: 1" = 5' DACE OCTOBER 2003 SHED 10 of 24 DRAWING OF RECORD 11 m ( ) _ CONTRACTOR SHALL POTHOLE EXISTING PIPELINE AT CONNECTION AND ALL EXISTING UTILITIES WITHIN TWO V m I ` WEEKS AFTER THE START OF CONSTRUCTION TO VERIFY 71 EXISTING HORIZONTAL AND VERTICAL LOCATION. CONTRACTOR SHALL SUBMIT A DETAIL FOR EACH o / I�, �, CONNECTION ONCE ACTUAL LOCATION OF EXISTING ? PIPELINE AND UTILITIES HAVE BEEN VERIFIED. I o 24" ACCESS o o MANWAY m �I i I w i I , Q / 1 o ? I I O F� 6" 0 H RIZ - - - - -- STA. 10+00.00 - - - -__ � i � ,' �, o BEND W/ T.B. � \ � _ - - -- - --PRV VAULT n JOIN TO EXISTING 8' PVC WATERLINE STA 10+95 10 �, � E E ' _ m - -- - -- ____ SEE SHEET DETAIL- - --- - 6" 90' HORIZ. 12 - / JOIN TO EXISTING 8" PVC WATERLINE CUT IN 8"x6' TEE W T. WBOX,B / b , > STA. 10+00.00 6" j BEND W/ T.B. T T 11$>T T T - - - 49 8U GATEBVALVEEW / 6" GATE VALVE W/ BOX 1-8 GATE VALVE W/ BOX ) z o LINE =STA. 62+24.77-30" LINE o T �7 4914.36 ACCESS M - - VAULT 15.10 L.F. 6" PVC \ _ v 2076 1-6' GATE VALVE W/ BOX - 4910.76 �� L WV 2074 -� ` . 8' 45' BEND i ' 30"x6" TEE / � -- - - - - - I I ���jg - 1990- S -- - - ----491439 - -STA. 11+27.68 - - r m o wN SAS _ V4VV nnn/� pp - 2 - I� uVuQNJs��� ©�� V L� 4 o EXISTING m 8" PVC W/ T.B. 3' j 1 wv - _ , --- " w 93.24 L.F. 6" PVC491 .40 WV 1985 4914.77 WV 6 x4" TEE W/ T.B.,---_ 1-6" GATE VALVE W/ BOX 1991 1-4" GATE VALVE W/ BOX -- 4914.62 1-6" PLUG W/ T.B. - cr, cKEn W, W W W W W W W W 2075 2073 WW o W I 1 G G G G z �a G-C WV m FISTING 3' n BAN NED G G G G 1989 WV G G G wv DNT DEscNro V49N10.92 4911.28 o m a Q O W W{987 W W SAS I�rNAME 030-water-1A-connect 6" PVC �� -. --� - - r - - - - - - - 449�13.64 Lj - 30Ax818T 01 91/-30" LINE w c ~ L 4914.47 STA. 10+93.24 WV ,� 6"x6" TEE W/ T.B., \ 47.12 L.F. 4" PVC 1992 -- - 6"PVC z 8 GATE VALVE, �} 2-6" GATE VALVE 4914.65 " �\ a J OIN TO EXISTING G 8" WATERLINE o W/ BOX * wv C�QGGpC�I�CG G3000D QC�G3322� zo - I M o Yi I STA. 11+12.58 _- STA. 10+37.88 1 6" 90' HORIZ. w ~ I JL 00 6"x6" TEE W/ i 6" GATE VALVE T.B., W/ BOX STA. 11+74.80 JOIN TO EXISTING 4" PVC WATERLINE yy W - - - - BEND W/ T.B. STA. 10+57. I O 077 o I o I Q -- _-- _ - __ - - -- / , --- - ---- - - - - % - - - -- - CUT IN 4"x4" TEE W/ T.B., 4" GATE VALVE W BOX A911.SS MH V `.6" 90' HORIZ. BEND W/ T.B. ; 11 I I N� `� T Ii -- T E T _ E--E E T ET - / T o T T T T CONNECTION SHALL BE COORDINATED WITH FCLWD PERSONNEL. T T T T T PRV VAULT o o ! O - SEE DETAIL I m W T T . (f\� SHEET 12 I oe oe of m oe �� m ¢�` of m of m oe-... o I oe oe - oe - V , 4 915 � W T oo_ I I m I i O DRAWING OF RECORD LOT 9 \ o m I I I ; I 1 I DATE: MAY 7 200 Cn PHEiV�'I L &P�9AV�V P. 0®ILLO�` o I � I • NQM THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD FURNISHED I" ' MM 1.1� I n I PRAWNGS BY CONNELL RESOURCES, AS WELL AS OTHER DATA PROVIDED W I o BY TST THESE RECORD Z � - DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTIOr�. BECAUSE THESE 20 0 20 4mmai0 + STA. 18 01. 1 9 20 0 20 40 + STA. 62 24.77 RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH TST ASSUME ARE RELIABLE, TST CANNOT AND DOES NOT W v� Z scale 1"=20' feet 8" CONNECTION ® PARAGON ESTATES scale _ ---,"=2G' feet WARRANT THEIR ACCURACY. 4" CONNECTION ® CARPENTER ROAD � Q a. Q j 37.88 L.F. 6" PVC 19.34 L.F. 37.88 L.F. 16" PVC 93.23 L.F. 6" P C 15 L.F. 4" PVC 1 0 0 Uj w/ RESTRAINED JOINTS 6" DIP w/ RESTRAINED w/ RESTRAINED JOINTS W/ RES RAINED JOINTS W� R STRAINED Q U 4920 --- - JOINTS - -- -- - - --- - -- - 4920 - 4924 - -- - -- - _. -- - - -------- - -- J T IN S 4924 W a ZZ 0 19.34 .F. 15. 0 L.F. -- -------- Z � O 6" D. W/ 1. 6' PVC Q = - - RESTRAI ED RES / RAINED M�M a: U coV, 4916 - -- 4920 -_ JOINT J INTS 4920 W Q , a - - LLJ u EXISING GRADE w o o Q- a 7W z N N G = _ ~ O `♦/� 4912 4916 4916 O vJ - -_- ----- -- W 00 N 0 z - _-- - - - _ _ _ _ ---- LOCATION OF E ISTING 8" CO a m - - -. Z O 4908 - - WATERLINEHAS or BEEN o o 4908 4912 4912 Q 'R SHALL PROVID FITTINGS TO ADD'L MAKE N ' < m - , / - - - Uj CONNECTI N. \ \\ - 8_PVC - - WATERLINE - -.� 7 m - - - - - - EXISING - - _ !�-`f 4904 j 4904 4908 - - - 4908 -- W 4900 - 4 -- - - -- 4900 4904 -- - - ---- - - - 4904 + - 0 o z z o J N N J N) h J n J 'n - - - 4896 4900 - - 1 4900 w _ z Of Q TST, INC. w � nsulting Engineers 4892 w Q 4892-- - 4896_ - -- - x x x w 488 whalers way, Bldg. D z x x x x x m - o _.._Fort 970-226-0557 Collins, Colorado m x O m in J x c m in cc (D Z�t° °� m m � O 'D 3 - m m m\ \\ M> 3 .. G 0 m b° . 0918-030 4888 �_. 1 W W > - CO �- c0 J Ln D - O \ W >-> - W > c� - ~ 4888 4892 p o CN W \ > rn j w m z \ 00 \ Q Q 00 Z N 3 ~ t HVERT 1" = -~ .> -- > --� Q a Q x - - - - - - -- --._---- 0) �_ L0 1 TCw -cfl _> > a '° 48VERr: 1»=4 4'O OCTOBER 2003as W > > W + ++W w > > w O W W > ~ w O W + W w a CO O� > O + a O > +> + w j w p N + w W W aa e} + W oO w o - o �o o w Qa �+ w o p+ o �c�rn o �m Ewa W �c)c) p a OFFw D 00 z d (D Q - °gym �. `- Z <c0 - a Qo '- Q Q v bo �- - co� c f-Q DO - 00 co O (0 pp7 (0 W E) cc -�O0 00 Co V) M (Kl ,� - H (n O r7 --.. H 0 e cc CV O 4-w H (n m Z E7 w U) c O CO l0 H H E7 s 1 1 cD 0 F- H N 0 czoo kr t 1 of 24 10+00 11+00 10+00 11+00 DRAWING OF RECORD NOTE: 8'-0„ Z _ter ALL PIPING SHALL BE CLASS 52 1 10 0 10 20 all -11111111mmmmmmmmw WATERTIGHT 30" 4-07' INSIDE HEIGHT EXISTING FIRE HYDRANT �>> scale- 7' -- 1'= _feet ALUMINUM R/C; > _ 12" DIAMETER SUMP HS-20 LOADING; „ W/ GRATE SHIM TO GRADE 6 STEPS 12" O.C. OD EXISTING GATE VALVES (2) o REMOVED, EXISTING C BUTTERFLY VALVE AND PRV T T T T T T-MANHOLE ABANDONED, e o EXISTING 4" LINE go w o ABANDONED T T N oe 4" AC (ABANDONED) 3" CLA-VAL 690G-01 EXISTING 24°x16" CROSS 2083 w EXISTING 16" LINE DISCONNECTED AT F(ABCSGCPRESSURW/X101E y924.23 CROSS AND INSTALLED 16" PLUG, REDUCING VALVE; OPEN GATE VALVE (WHEEL) A PORTION OF 16 PIPE REMOVED ON FLOW REFERSAL; FLG x FLG (2 REQUIRED) F- W/2: 0-200 PSI UNI-FLANGE N ERU NE IR D > GAUGE ASSEMBLIES 30"x24" REDUCER > W owawN ISOLATION VALVES ✓ / 33 D,I.P, DIP4924.25SAS / EXIST. 16" DIP (ABANDONED) cHLCKLu o !!! 6 D.I.P. ��W WV W Wes— 1D 2084 oEsi�Ntu 0 4�I923.87 SAS r., . 6" D,LP.\ -- 24° D.I.P. ^ n ^' w I L!-NAM[ �16" BUTT STRAP - 030_water-tA-connect 30' STEEL PIPELINE FLOW FLOW 24"x24" TEE, -�Li _ u 24" BUTTERFLY VALVE 2080 [ 2079 4924.16OD r 6" 45° HORIZ. - 24"x12" REDUCER '^ 4924.13 TEST STATION LINK SEAL o / 24" INK SEAL \ WV „ BEND W/T B., STA. 9+92.30 UNI-FLANGE UNI-FLANGE �, \ \ 12 PVC 19' 6 PVC 30 x6 TEE _6" GATE VALVE W/ BOX i 2081 S 11 L.F. 6" PVC — \ 4wV 924.03c TIE TO EXISTING 6" FIRE HYDRANT LINE OH E m 2082 49924.06 12"x j r 6"x3" TEE x FLG 6" CLA-VAL 69OG-01 TEE T.B. AHYDRANT `. MULTIPLE PIECE PRECAST FLG PRECAST (2) REQUIRED (ABCSKC W/X101) 12" GATE VALVE W E W/ BOX ASSY. ULTILITY VAULT (OR APPROVED EQUAL) FLGxFLG PRESSURE 6" GATE VALVE W/ BOX REDUCING VALVE; OPEN O > I DRA G OF RECORD J (HS-20 LOADING), 6" GATE VALVE (WHEEL) ON FLOW REFERSAL; JOIN TO EXISTING _ FLOOR SLOPE TO SUMP FLG x FLG (2 REQUIRED) W/2: 0-200 PSI C� 1/8" PER FOOT 12" PVC WATERLINE N 42085 923.55 ATE: MAY 7, 2W4 a. Q GAUGE ASSEMBLIES = ' FH TOP OF FLANGE I THESE DRAWINGSOF RECORD ARE BASED UPON THE RECORD DRAWINGS FURNISHED W/ISOLATION VALVES BY CONNELL RE RCES, AS WELL AS OTHER DATA PROVIDED BY TST. THESE RECORD .. . K DOCUMENTS SHOW SIGNIFICANT CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE • '^ Q STA. 9+47 08 RECORD DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION PROVIDED BY OTHER PARTIES, WHICH TST ASSUME ARE RELIABLE, TST CANNOT AND DOES NOT CONNECTION ® TRILBY ROAD WARRANT THOR ACCURACY. Z J ui NOTE: 8'-0" Q 12" NATIVE MATERIAL ALL PIPING SHALL BE CLASS 52 D.I.P. Q W ON TOP OF VAULT 8'- 0" `/` WATERTIGHT 30" 4'-0" 0 0 / WATERTIGHT 30" ALUMINUM R/C; ALUMINUM R/C; 4-0 12" DIAMETER SUMP HS-20 LOADING; 8' INSIDE HEIGHT 0. HS-20 LOADING; SHIM TO GRADE ' C SHIM TO GRADE WATERTIGHT SHIPLAP W/ GRATE 6 STEPS ® 12" O.C. L LOd JOINT (TYP) ui 6" GATE VALVE ~ 0 3" GATE VALVE (WHEEL), (WHEEL), FLGxFLG UNI-FLANGE Z FLG x FLG (2 REQUIRED) (2 REQUIRED) 3" 90' BEND 0 FLG X FLG 3" GATE VALVE (WHEEL) U (2) REQUIRED FLG x FLG Z 3" I1 WATERTIGHT 6"x3" REDUCER, I m o s JOINT (TYP) o FLG X FLG / W (2) REQUIRED JM 6 D.I.P.---------- -- -- - ------------- 10 6" D.I.P. cc UNI-FLANGE 6" D,I.P, -- \ L \ icr - _ \\\ - W --- _ FLOW - L _ Q FLOW - - - ° I I I � ° FLOW FLOW L LINK SEAL ° e LINK SEAL -F N g°> 4" UNI LA GE LINK SEAL 2 g�� INK SEAL UNI-FLANGE UNI-FLANGE TST, INC. Consulting Engineers 6" CLA-VAL 690G-01 VALVE SUPPORT TYP 748 Whalers Way, Bldg, D 8' x 6' x 8" MULTIPLE 6"x3' TEE FLG x FLG ( ) 3"x3" TEE FLG x FLG 3" CLA-VAL 690G-01 Fort Collins, Colorado PIECE PRECAST ULTILITY (2) REQUIRED (ABCSKC W/X101) ADJUSTABLE SCREW TYPE FLGxFLG PRESSURE MULTIPLE PIECEPRECAST(2) REQUIRED (ABCSKC W/X101) 970-226-0557 (6 REQUIRED) FLGx FLG PRESSURE Boa No. VAULT (OR APPROVED EQUAL) REDUCING VALVE; OPEN ULTILITY VAULT (OR APPROVED EQUAL) REDUCING VALVE; OPEN 0918-030 (HS-20 LOADING) ON FLOW REFERSAL; (HS-20 LOADING), 3" GATE VALVE (WHEEL) ON FLOW REFERSAL; VAULT TO BE PLACED ON W/2: 0-200 PSI FLOOR SLOPE TO SUMP FLG x FLG (2 REQUIRED) W/2: 0-200 PSI SCALL HORIZ: 1" = 20' " WASHED ROCK, 8" THICK GAUGE ASSEMBLIES 1/8" PER FOOT W/ISOLATION VALVES GAUGE ASSEMBLIES vERT: t" = a' DA W/ISOLATION VALVES OCTOBER 2003 SH LI PRV VAULT DETAIL ® PARAGON ESTATES PRV VAULT DETAIL ® CARPENTER ROAD N.T.S. N.T.S. 120F 24 DRAWING OF RECORD DRAWING OF RECORD TIMBERLINE ROAD NOTES: (LOOKING SOUTH) 1. ALL STATIONING IS BASED ON EDGE OF PAVING & CL ALIGNMENT. - - 2. MIN. GRADE OF EDGE OF PAVING, ALONG ROADWAY, SHALL BE 0.50%. _n rill Il I19 J�. r L� 3. PAVEMENT SECTION SHALL BE 4" HBP OVER 6" ABC. E »�,r.; ;_; G „;,i t JOIN TO EXISTING 36' Roadway4. GRAVEL SHOULDER SECTION SHALL BE 4" THICK. STA = 56+99.79 ELEV = 6+99. 4 h <"l<IHE;'e F'ie F''...?.>''':' � ll CL BEGIN TRANSITION 7' 11' I 11'7' GAVEL ADD'L ROW TO MATCH EXISTING n' r.,.,,,,i.l �.I J, V" I. n' r.,.,,,,i 0 rSHOULDER PT = 51+85.16 REQUIRED % �1 _ cz, oA oz 9' rRv oFI rCEgN�ERnN EINF STAY= 56++6989. w a I Shoulder Bike Travel Lane Travel Blke Lone v ShOUlder v } 0 r 1� a0 �0 0 LLLV = voat.Ui q 1 0 �1' �Fq .•flZ 00 1� OR; �16' _O. • - T -� ELEV = 488229 9`0 _4• - -- SHOULDER 1 n�' ADD'L ROW REQUIRED - PT = ELEV 55+83.38 = 4886.0 w C c W �� c� o 1 T - v a lT Cokch W - __ _- 53+00 - __ 56+00 .cc 58+00 Catch 3:1 - - - 50 0 50 100 w - i - _ 55+00 o PT = 55+83.38 '(5 o a TYPICAL SECTION' EL = 51 a.36 -- - _ o oo10o ELEV 82.44 '`' PC 53 41 ELEV = 488 6.44 } 38' EOP-EOP W/4' GRAVEL SHOULDER _ +9p _ _ _ �{oy _ - _ - _ - scale 1"=50' feet CL STA 48+33.01 TO STA, 49+85.01 W ► EL�v = 1� 0O e�'� W 0y 5e+q�+ LO >. 58+00 1 W w PC = 53+63.23 55+00 Q Z o 0 0 ELEV - 4882.28 0 0 TIMBERLINE ROAD J 2' GRAVEL PT = 51+83.56 2' GRAVEL PT = 55+83.38 (LOOKING SOUTH) = SHOULDER ELEV = 4882.08 EXISTINGTIMBERLINE ROAD (CR 11) SHOULDER ELEV = 4886.08 Q EXISTING ow v ROADWAY BEGIN CROWN ROADWAY V TRANSITION TO O $ MATCH EXISTING 36' Roadway" u I'1 STA = 56+69.79 JOIN TO EXISTING CL ELEV = 4889.21 STEr A = 56+99.79 m CL G o__: ;.; t CL ELEV = 4890.26 Z DRAWING OF RECORD 7' 11' 11' 7 ` DATE- MAY 7. 2004 DRAWN NMD 2' Gravel l je � 2' Grovel BEGIN TRANSITION Shoulder Bike Travel Travel Bike Shoulder To MATCH EXISTING ELEV = 4888.84 CHECKED Lane Lane STA = 56+69.79 STAJOIN ro 6+99EXIST9 NM THESE DRAWINGS OF RECORD ARE BASED UPON THE RECORD SAS ELEV = s4889 .9 9 DRAWINGS FURNISHED BY CONNELL RESOURCES, AS WELL AS OTHER ELEV = 4889.93 DATA PRONDED BY TST. THESE RECORD DOCUMENTS SHOW SIGNIFICANT DESIGNED h 3:1 CHANGES MADE DURING CONSTRUCTION. BECAUSE THESE RECORD NMD C°vc Catch 3: 1 DOCUMENTS ARE BASED ON POTENTIAL UNVERIFIED INFORMATION HLENAME TYPICAL SECTION: \ PROMIDED BY OTHER PARTIES, WHICH TST ASSUME ARE RELIABLE, TST CANNOT AND DOES NOT WARRANT THEIR ACCURACY. 030_timberline-p&p 39 EOP-EOP W/2' GRAVEL SHOULDER CL STA 42+4425 TO 48+33.01 & CL STA 49+85.01 TO 58+99.79 I EAST EDGE OF PAVING, 440+0 VC 15 .00' VC LOW POINT ELEV = 4881.75 ^ n HIGH POINT ELEV = 4882.2 OW POINT STA 52+76.58 u N / PVI STA 5 +42.03 HIGH POINT TA = 51+06.0 _ w ro w 4890 o PVI STA = 51+06.18 m rn PVI ELEV = 880.79 a n y y 4890 ---------- --------.. ----_ ---P_Vl_-€bE-=-4882-•47 _cam _o . m - -D'------- - -- -----. N N N m. K 10 06 6 ' 0 o a K 150.27 N co N co Q } m m w w > 4885 4885 m w m m � � 00 e - _a w uD a W 7 -0 50% u n w} ZUj _ > _ 4880 _ Wco w 11LO 4880 v/ --- - JW --- FINISHED GRADE ------ --- -- J; a s w X 2 =C0 EXISTIN GRADE y 0) W ^ y li 30' TRANSITIONO -. 4875 Q 0 EXISTING ROADWAY 4875 � rn / = O I- Z.N N / N F Oa Oa OD / OD - O0 OD CD OD 00 _ - co m 00 _ - - - Z 1/ Oa 00 - OD-. OD OD co CO CO _. 00 Co 00 CO W 50 00 51+00 52+00 53+00 04+00 55+00 56+00 57+00 58+00 Q 2 O CENTERLINE - D 440.00' VG - - W cc coCL �yJ POINT ELEV 182,2 _0POINT STA 52+7610 0 5 00' VC j w LOoce 0 . Co y - + HIGH POINT LEV = 4882.6tPVI ELEV = 4 81.15 y 4890 y HIGH POINT TA = 51+05.7 a a N A D - 4. U % y -- 4890 --- --- } -- Z 0. CC Q -. --� -�- � �/r=-ST+i157II-_. ...-__.-.� � N � -.-- K _. 109.2 w w 3� d r o 00 PVI ELE = 4882.83 a N w Q 2 A A.D. = -1.00 ir) O wK = 150.00 J rn --- - ---- 4885 W Do m 2 - --- -- ----- Q 4885 O 0 = J` a +0 ~T 0.50% _050 N J W II Z O II Co w H Q 4880 4880 V --- - - a w II W -w WQ - EXISTING GRADE 30' TRANSITION N O CO 0 EXISTING ROADWAY CO 4875 - - --- Z 4875 W Eli vi to 00 00 CO CO 00 cc %� 00 00 00 00 00 J �00 :.. _ LLU 50 00 51+00 52+00.. 53+00 54+00. 55+00 _ 56+00. 57+00 - _ 58+00 WEST EDGE OF PAVING - _ __ _ ; 4400D' VG --- I OW POINT ELEV = 4881.75 CO Co 150 00' VC tj o m HIGH POINT LEV = 4882.2 LW POINT STA 52+75.68 + 00 HIGH POINT STA = 51+05.1 PVI STA = 5 +40.89 / PVI ELEV = 880.79 y PVI STA = 51+0522 .. - 4890 N _�- PVL_ =_ 4882_47 N $. m m _ A.D. _ .02 -_ N w 4890 - -- 00 A.D. - -1.00 00 K = 109 47 w 3 o a K = 149.96 N 0 N m o Q 4885 4885 d �__ -- - - - - - - 0, OD O j TST, INC. - - + w 1� 1 Consulting Engineers W - ° N a rn Qi 748 Whalers Way, Bldg. D W 0.50% -0. 0% - II II of 0)0 _ Fort Collins, Colorado w } Z - 970-226-0557 4880 W f4 _ - - - ' ____--.- _.. - -JL �(?_� 4880- -- JOB NO. �W _ .. ---- - - - ------ _ 918-030 _ ziw SCALE Horiz 1' = 50' XISTING GR DE T w Vert 1" = 5' 30' TRANSITION 0 EXISTING ROADWAY 0 DATE Q H 4875 OCTOBER 2003 4875 - - - Z SHEET 00 CC) 00 00 - a o - O m 15 of 24 N N o ^ 00 N N N 00 N 00 00 CO 00 C0 00 N m W Co OO N CO Cm 000CO0 00 00 co co co CO CO Com CO Co 00o m Co Com Co i JO 52 i 00 �J.i i Ou S4 I OU bb { Uv 56+UJ S/ 100 L8+ JO DRAWING 0F RECORD Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.