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HomeMy WebLinkAbout1.0 Construction Documents19 pHASjr;f 1 Op ROSERANCHCONSTRPLANNED UYVITDEVELOPNTS FOR MbNT GARFIELD COUNTY, COL ORA 1J0 SHEET INDEX SHEET NUMBER TITLE 1. COVER SHEET 2. PHASING PLAN 3. PLAT COVER 4. PLAT - BOUNDARY 5. PLAT - BOUNDARY 6. PLAT - LOTS 7. PLAT - LOTS g, PLAT - LOTS 9• PLAT- LOTS 10. PLAT - TRACTS 11. GRADING and DRAINAGE PLAN - OVERALL 12 GRADING and DRAINAGE PLAN 13. GRADING and DRAINAGE PLAN 14. GRADING and DRAINAGE PLAN 15. GRADING and DRAINAGE PLAN 16. GRADING and DRAINAGE PLAN 17. GRADING and DRAINAGE PLAN 18. GRADING and DRAINAGE PLAN 19. GRADING and DRAINAGE PLAN - WATER TANK SITE 20. GRADING and DRAINAGE PLAN 21 GRADING and DRAINAGE PLAN 22. GRADING and DRAINAGE PLAN 23. GRADING and DRAINAGE PLAN 24. -ROAD A - PLAN and PROFILE STA 1+00 7413+00 25. ROAD A - PLAN and PROFILE STA 113+00 TO END 26. ROAD B - PLAN and PROFILE STA 1+w To E14D 27. ROAD C - PLAN and PROFILE STA. 1+00 To END 28. ROAD D :=::`:`:< :•'•' - PLAN and PROFILE 8TA }!00 TO EM ;. ROAD J - PLAN and PROFILE STA NW To DO 40_ GOLF CART PATH - PLAN and PROFILE STA t0O To K+00 41, GOLF CART PATH -- PLAN and PROFILE STA. t4+00 To END 42. MASTER UTILCTY PLAN - OVERALL 43. MASTER UTILITY PLAN 44. MASTER UTILITY PLAN 45, MASTER UTILITY PLAN 46. MASTER UTILITY PLAN 47. MASTER UTILITY PLAN 4R3. MASTER UTILTrY PLAN 49. MASTER UTILITY PLAN RECEIVED jUN 2 5 1 23 GARFIELD COUNTY PLANNING DEPARTMENT 109 8TH ST. - SUITE 303 GLENWOOD SPRINGS, CO 81601 SUBJECT n f c PROPERTY �°a j' 't. `Z 1 :•'--------- .... 1; VICINITY MAP u�­ - 20m, SHEET INDEX SHEET NUMBER SLE 50. SEWER LINE MAIN RUN PLAN and PROFILE µx 1 To IAN. 6 51, SEWER LINE MAN RUN PLAN and PROFILE m. 6 To mA t2 52. SEWER LINE MAIN RUN PLAN and PROFILE Fere 12 To MR n 53. SEWER LINE MAIN RUN PLAN and PROFILE ux n TO MR 22 ;A 56. SEWER LINE 'A' and 'S' PLAN and PROFILE 57- SEWER LINE 'C' and 'D' PLAN and PROFILE ER LINE ' PLAN and PROFILE 58. SEWER , .. B0 --SEWER LINE 'I' PLAN and PROFILE W1,1 WATER TREATMENT PLANT DETAIL SHEET W1.2 WATER TREATMENT PLANT DETAIL SHEET W}.3 WATER TREATMENT PLANT DETAIL SHEET W1.4 WATER TREATMENT PLANT DETAIL SHEET W1.5 WATER TREATMENT PLANT DETAIL SHEET W1.6 WATER TREATMENT PLANT DETAIL SHEET W17 WATER TREATMENT PLANT DETAIL SHEET W1.8 WATER TREATMENT PLANT DETAIL SHEET W1.9 WATER TREATMENT PLANT DETAIL SHEET W1.10 WATER TREATMENT PLANT DETAIL SHEET 54. LIFT STATION 01 DETAIL. SHEET - SMITH and LOVELESS 65. LIFT STATION *2 DETAIL SHEET- SMITH and LOVELESS S1. WATER TANK DETAILS - BROWN and CALDWELL S2, WATER TANK DETAILS - BROWN and CALDWELL S3. WATER TANK DETAILS - BROWN and CALDWELL S4• WATER TANK DETAILS - BROWN and CALDWELL S5. WATER TANK DETAILS - BROWN and CALDWELL S6' WATER TANK DETAILS - BROWN and CALDWELL S7• WATER TANK DETAILS - BROWN and CALDWELL 66, MISCELLANEOUS DETAIL SHEET 67. WATER LINE AND MISCELLANEOUS DETAIL SHEET fib. SEWER LINE and MISCELLANEOUS DETAIL SHEET 51.0 CART PATH BRIDGE SECTION AND ELEVATION DETAILS ODDO ENGINEERING ------ ENGINEER- OFFSTTE 8 ROARING FORK INVESTMENTS, L-L.C. aA 70. COLORADO HIGHWAY #82/COUNTY ROAD 0154 IMPROVEMENTS e 4 71. 72. COLORADO HIGHWAY #82/COUNTY ROAD #154 IMPROVEMENTS COLORADO HIGHWAY #82/COUNTY ROAD #154 IMPROVEMENTS 73. COLORADO HIGHWAY 6821COUNTY ROAD *154 IMPROVEMENTS 74-A. 74-S. GARFIELD COUNTY ROAD *109 IMPROVEMENTS GARFIELD COUNTY ROAD 0109 IMPROVEMENTS i 75. GARFIELD COUNTY ROAD #109 IMPROVEMENT'S - NORTH ENT. 76. 77. GARFIELD COUNTY ROAD 1F109 IMPROVEMENTS - MAIN ENT. GARFIELD COUNTY ROAD #109 IMPROVEMENTS - SOUTH ENT. 78. GRADING and DRAINAGE PLAN - WESTBANK GOLF COURSE 79. 80. POTABLE WATER MAIN - ASPEN GLEN SANITARY SEWER FORCE MAIN - ASPEN GLEN PROJECT LAYOUT 00CL%EW 6AM iSMSMY OWNER: ENGINEER- PLANNER; a ROARING FORK INVESTMENTS, L-L.C. _ I COU ENG NG NORRIS DULLER COMER Y e WEST COLFAX923 19555 EAST MAINSTREET, SUITE 200 � CONSULTING9 ENGINEERS SURVEYORS COOPER AVENUE . CQLORADO 80204 DENVER. PARKER, COLORADO 50134 GLENWOOD SPRINGS, COLORADO 61601 (303) 892-1166 2 (303) 841-6072 (970) 945-8678 to cz m � Q rO cm 7 M cn CP Lo r•'r1 I� Q Q C Qi s- u� S CD V Qt x Ln a C) n Q7 [n7 3 Ir d [f] cn V7 m m �i�ie�.iN�[s Lvw. �ew�",aa'ie f ifaaa"'�'rr'"arf�iw[ifieLr, [ f, `tlr YL x1111 [w11a •. rrw6rl'a i M b• a s�qr��.w�irk."'•mun�vvw°ewnewii.'a,'�i,i"Y n4$rrp. [!i•f •Pr[ wirr�a,S• r1= ��,;.•,rn:pa...p-�,. L=.rr��L.K.�a..,..[,wrw.a mr.[r�r [r rK rpr•Ktr N,rafq �•r t�leY r[" w Y was V .. Iva: 111Ka [. �.fHX°°saR�.Wr(�� LrOrrxµ w,�l "R� M r0.it:lw rn r].. ntr w. mr.a .Ise'L m prf+..wv •«r ry.rr iaij qt a �Wt ffl=.%fai0 . 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HfNOvalri"owk mr[w °K°nen� irhgp aR rK [�Me r t+,vl�Qry �,rrtMa•4a[ w•rrt.r d .w � ,r1r-e. rs HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS. COLORADO BI801 [970] 945 6678 •� •awnT w rax a .w,e-s, caea.r.rM w ew*•rew r,wxwr* ee.[ [. ,Irl, S►[r-.L n ..f :W,i 1. sa r,ars•.�u•xoa rf.•cr�.M .. 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CONSULTING ENGINEERS ARID SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81661 (970) 945^'96?6 Yn.r n + �I rst. X13 80' a6 ri +S6" C'Y+yAPv .rN£A. 1 00 L--_ P ORE N { LI R� SME �S : +1 71319 ACRES : ' 051+ 5 11Ra Ls s 36 $- , FNE ?3.1s OS ] www C - , MEN ^a.'v :A5[7JEN1 ENI•ARC,fYCNr NLAR Ja SEC r7 r�tl, (rs 5]•EEr} AWY CAP" FXD h��• Ynr Ryrq; Y eA+t� 6 a •o'Yr3.• 9. 7Eaer GRAPHIC SCALE n zr szr E - 2.r ry � [ rR EYST ] 1 leSb 2G0 Ni .i rE s tri ' PlrAJ[ Y. CGLF PCEI,I S. 917 C ] ,CAE$ E fir: nr ti. ' 1 C[' S•'� L �H aY I •-rzr• r c r co1.NrAr ARE= y 9 969 AcNCl NOTE: 1XICRpOR ?ROPE tY CORNERS NOT SNO11N AS r"O 10 9E 5E1 Sk1 ROM ANO CAP, LS 19596. N 9 561-95Y; Oa E 2*16 S <i G 5 63'8119 E 5 17'A501 2a � 7 n 7.1 rst. X13 80' a6 ri +S6" _ y P ORE N { LI R� SME �S : +1 ' 051+ 5 11Ra Ls s 36 a7 70.6 5 ?3.1s OS Ja SEC r7 AWY CAP" FXD M1 w 0 GRAPHIC SCALE [ rR EYST ] 1 leSb 2G0 Ni .i I 1 PUBLIC FISHING A M NT DETAILS g� FINAL PLAT OF ROSE RANCH PLANNED UNIT DEVELOPMENT PRASE 1 ;L.°. GOLF Cpl1R5>< BOUNDARY AND CART PATH DESCRIPTION SHEET 3 OF 8 ROAREIV[3 FORK RIVER Nw CORNER SEC 1 BEARS DIREC TIM WSTMCE 5 F6V•'2e L ia5.6% N 09'00 lI P 0.9 r, LSS L• Nr QDRRMER $EC. 1 BEAR L5 � S 6R�2�6' E. 1199. ■ Ly • e�4" L u a ,• ■ L L9 ] •ELL 6 1 _ rw ^pIMER SCC + 9EAR5 - S .7]9']9' (, S+OaW' To To 11 EASEwN13 yl SEE DETERS +BOK +] c+ MoD x' Sa 37 i53F 3+ 9 k L4 4 Nw LOANER SCC. + BEARS 6Q 10'.6 21 N 21 Mr CWyEI SEC + BFJRS i9 S SMS 1+' :. 16x9.56'■ A' " 3' _ w y sr Dl 7r4. 2" N D1' E . ..A 66'0 07 E L1• Y 69' � + FEET 1 Y L2] 36 29 110 L31 Y •3.16 N 19' r S 69' • ■ N20 'I S6" w ] H L13 SIR 1 1 C a 300 ft r ^ R 40 awCAlaN •S ALLOWD M0•w +DD r OF n.E 9EL's AS DFPC*EO "LwcN LINE DIREC TIM WSTMCE LT N 09'00 lI L2 ~�Rueuc nstr�c E-tmi rs LSS L• 19'16 SO 'S1 la L5 • fie i + 5 SCE DIT. s .A" Ly • e�4" L Nw CORNER SEC- T BEARS L L9 9 LA GRAPHIC SCALE •'79 56 • 563'•a'DD aE. 299y.6T L AN;rN .� ar To To 11 9E s cn'�a yl " +] c+ MoD x' Sa 37 i53F 3+ 9 k —N. 6 '2 16'19 N Nw LOANER SCC. + BEARS 6Q 10'.6 21 N 21 s i9 S SMS 1+' :. 16x9.56'■ A' . •o D2' _ w y sr Dl 7r4. 2" N D1' E L23r 66'0 07 E L1• Y 69' � + FEET 1 Y L2] 36 29 110 L31 Y •3.16 N 19' r S 69' • ■ N20 'I S6" w ] H L13 SIR 1 1 C a 300 ft r ^ R AR Av i s1 ■ NwY O[1RNije SEC- + R 6 -5' 2920. N' RCBAR FNp FlNrAT N0. 7 0431 a -9 R AR AP 40L - 43"660 ACRES ! Y. V ]9 N. d M LINE DIREC TIM WSTMCE LT N 09'00 lI L2 S 10,o2'25- LSS L• 19'16 SO 'S1 la L5 S • ' • e�4" L �E L L9 S' 9 GRAPHIC SCALE •'79 56 • CLF NE "<.0 •moi L AN;rN .� ar GyNOL 9E s cn'�a yl e•-56 06 13-5 +] c+ MoD x' Sa 37 i53F 3+ 9 LI —N. 6 '2 16'19 N L+1 10'.6 21 N 21 S 61'+9 06 i9 :S 3a3 �o +u.esSF •o D2' s o •Da 1 ■ v •55 +s y sr Dl 7r4. 2z N D1' E L23r 66'0 07 E L1• Y 69' � + FEET 1 Y L2] 36 29 110 L31 Y •3.16 N 19' r S 69' • ■ N20 'I S6" w ] N 5"11 )e w L13 SIR 1 1 C a 300 ft r LINE DIREC TIM WSTMCE LT N 09'00 lI L2 S 10,o2'25- LSS L• 19'16 SO 'S1 la L5 S • ' 51• •o• L 5 AI'I1 N L L9 S' 9 'To •'79 56 • L+1 r 111' ll -O6-6 7 06 w L+ S 9'S.I2 w yl e•-56 06 13-5 +] s 3•'56 03 LIS N 06'.9 1a ■ LI —N. 6 '2 16'19 N L+1 10'.6 21 N 21 S 61'+9 06 i9 S"DO i 36 LH92 7a 1 y sr Dl 7r4. 2z N D1' E L23r 66'0 07 E L1• Y 69' � + 25Y LN Y L2] 36 29 110 L31 Y •3.16 N 19' r S 69' • ■ N20 'I S6" w ] N 5"11 )e w L13 N 55-29 3a w N Q5.59] N 69'5] 27 E p� � .ex�ra mNex�wee� Ter m.n�.�.�en N a [VYEAO MONUMENT QFSCRIPTION TART F NO -E. EXMRN R AMER-E" OYtKRS NOT 9.Orh AS FOw1O TO 9E SE' •ITN ROAR MO CAP, LS '959& HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81801 {9701 945^'8878 CL LIMITED ACCESS EASEMENT { GOLF CART PATI ) WESTBANK FILING IV T!E TO THE SW CORNER SEC 1 BEARS SW30'32"W 1335-39 FEET-- TIC Tap >T"ii SW CORNER SEC N XRS N88b8'24'W -ECT. FF � TIE FROM TiTE SW CORNER SEC T BEARS N8113'26'E 2223"28 FEET" TROUT PARCEL GPI GRT PATH EASEyENT CONSSN 0r A YEMNAA Sao FOC- -as . �C'a CA5EME4r Ory CEN1E�•NE AND A a9yµ EN' 15"0 cMl !AML- 'n :-1 ��.� LRCM CAUnh' ROAD 6+09 TO THE IW)Ur -ARC(L n.E::aa CM' =a- Ea �• ACROSS NE ARGUE PARCEL SNALa CONSIST OF AN ecc TOOF [ONs'RLcnm EASEMENT ON CExrERuNE AND A aERw"rNr •aG rx* EASEMENT CN CEA rE2r'E" GRAPHIC SCALE [ IN PdCT ; 1 w b - 2Dv ft CENTERLINE pESCRIPTION OF GOLF CART PATH EASEMENT [IANF TAfhS 1 M M t LS 19596 SET 1 AA •! W AB RCIAR, REIAA AR I CAP IS 19528, SET r a a AR AR • r f REARCAP i+ L 1v 4 3AR k CAP �S +95 5Er 4 AR AP � 13 R AR WT +] SEA M9[aAR, eM ! IS 910A TND f R AR AR F 21 RE 3AN tr CAP O - i9 AR 6 R M M zi RES AP FN 2z fSM REAAR FNo 23 aFBAR t CAP LS 9104FND 2•10 REAMND 25 RLBAR t ALW CAa 'S 1120. FNO 2 AR AP cN ] AR x R M TN AA T AR r;Ap Ls �+a r AR Av i s1 MT+ R 6 r JQ RCBAR FNp 39 R AR AP 40L I- E NO -E. EXMRN R AMER-E" OYtKRS NOT 9.Orh AS FOw1O TO 9E SE' •ITN ROAR MO CAP, LS '959& HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81801 {9701 945^'8878 CL LIMITED ACCESS EASEMENT { GOLF CART PATI ) WESTBANK FILING IV T!E TO THE SW CORNER SEC 1 BEARS SW30'32"W 1335-39 FEET-- TIC Tap >T"ii SW CORNER SEC N XRS N88b8'24'W -ECT. FF � TIE FROM TiTE SW CORNER SEC T BEARS N8113'26'E 2223"28 FEET" TROUT PARCEL GPI GRT PATH EASEyENT CONSSN 0r A YEMNAA Sao FOC- -as . �C'a CA5EME4r Ory CEN1E�•NE AND A a9yµ EN' 15"0 cMl !AML- 'n :-1 ��.� LRCM CAUnh' ROAD 6+09 TO THE IW)Ur -ARC(L n.E::aa CM' =a- Ea �• ACROSS NE ARGUE PARCEL SNALa CONSIST OF AN ecc TOOF [ONs'RLcnm EASEMENT ON CExrERuNE AND A aERw"rNr •aG rx* EASEMENT CN CEA rE2r'E" GRAPHIC SCALE [ IN PdCT ; 1 w b - 2Dv ft CENTERLINE pESCRIPTION OF GOLF CART PATH EASEMENT [IANF TAfhS aE •! R"lJOBLE IND RCIAR, AR •N •9 R t LAR ❑BlE 50 REARCAP i+ L 1 4 3AR k CAP �S +95 5Er 4 AR AP � 5• 1.kC 9 FND M9[aAR, 4UAR, FW f 21 a It 05 AR FNQ 6 AP140 05 AAk CAP IS t959H. SE T R M AP 63 P AA RESAR R ^AP F r REa.R NO -E. EXMRN R AMER-E" OYtKRS NOT 9.Orh AS FOw1O TO 9E SE' •ITN ROAR MO CAP, LS '959& HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81801 {9701 945^'8878 CL LIMITED ACCESS EASEMENT { GOLF CART PATI ) WESTBANK FILING IV T!E TO THE SW CORNER SEC 1 BEARS SW30'32"W 1335-39 FEET-- TIC Tap >T"ii SW CORNER SEC N XRS N88b8'24'W -ECT. FF � TIE FROM TiTE SW CORNER SEC T BEARS N8113'26'E 2223"28 FEET" TROUT PARCEL GPI GRT PATH EASEyENT CONSSN 0r A YEMNAA Sao FOC- -as . �C'a CA5EME4r Ory CEN1E�•NE AND A a9yµ EN' 15"0 cMl !AML- 'n :-1 ��.� LRCM CAUnh' ROAD 6+09 TO THE IW)Ur -ARC(L n.E::aa CM' =a- Ea �• ACROSS NE ARGUE PARCEL SNALa CONSIST OF AN ecc TOOF [ONs'RLcnm EASEMENT ON CExrERuNE AND A aERw"rNr •aG rx* EASEMENT CN CEA rE2r'E" GRAPHIC SCALE [ IN PdCT ; 1 w b - 2Dv ft CENTERLINE pESCRIPTION OF GOLF CART PATH EASEMENT [IANF TAfhS FINAL FLA T OF 9osE RlWCIP.U.D KE171M ROSE E' RA NCS PLANNED UNC T �' VL'L D F ENT . 9 r� t.111 ,,,A g A Uu CAP LS 1 MSB, &0 PEASE 1 SHEET 4 OF 8 ,..:,. of V av N gL17]�' EBAR ALUM CAP LS 17x08, sk0 5 L�E TABLE v Oil 0. :fMG r C ANGE Mi A ryA 21 E• R/1 1 0.00 71 >• +p .19 15.43 N BEAR+NO w +gpE ip L -!A C ITO.G6 7e5.+5 +af.+ eu,a0 M ]6'06 3+ • 3a •.� r x . •R,� e� _ 9 0 LAG ]i7 9156 • Y P,-., Oa I N10519 �' V • Y A s '� + .37 6.16 '+0 Y IPf x]wr w6 tiY s g� pR � - REBAR h ALUM LAP Q J• � � RSV `cR 5J." LS 17488, s, O R i 1 T S . 1 Po'.. • CoMMUN AREA 1 e N19'!a E e DEDICATION TRACT 1 :� - 194.7]9 rata. 9l9 se ' J9C9 SEE SHT" 9 OF 8 �• 1 �; euo sa •v 19 �a 20'55'56' ^•:.— •�•---- T 18473' '•;,--:..':- L 363"31' �•., Sy - -- _ cewsa2.39's7•E OEOICAAOH TRACT I - SEE SHT. 9 OF p •,"•• 3SO f i a - +-Wow' R . 290.00' £ i . 37'0' �*? ]x61' C X367 Ca•Sa14iia'F N - ' y'EL ^��.►p� ■E iLANp uNE FUTUREP DEVELOPMENT ASE ,< ' GRAPHIC SCALE '.W COURSE PARCEL ' ""•` """""""->: PHASE �P• - _ ( IR PST 1 feeh t00 It 17'24.0 5S L ca.s sw!ry PHASE t 20, PEDES'm- s'^' COURSE PARCEL 5 91CnU aAiw FASENENi v. R . 70.00' T . 100.65'-- q;,; "- .. f L r9AS1' _�.. ROBINSpN OI7CN '� r ',.� ~' 1OO1p9UC SER%ACE OF COLORAOO ---- '•� EASEMENT. SEE SHECT 2 OF 8 '?e, • , • / 100 +'EAR FL000 UNI — S,f- t`9. .�� - r -r :s• -..sea: aA']yy..;;.2asm•. 13 CA —I21 --CDLF COURSE PARCEL --" F �. •• - ..-----;:'�,. �'. .. 751r.! PHASE 1, TMP, -" ' >• Sr O' ROCKY E SEE NATURAL CAS EOICS+COMPANY { OTITRACT 4 EASEUENT, SEE SHEET 2 OF 8 _`�, OEOI EE SH TRACT 3 �' E E 5'Mi, 8 OF 9 _ PHASE t �• SEE qtr 8 of a i BLOCK t __ PHASE uHE `. 93,619 V• /- PHASE 1 -_ 2142 AC./- COMMON AREA .. PHASE 1 n GOLF COURSE PARCEL 15 FUTURE OEVELLIPMENT -• -- a •.'5.77.094 9<. /- sPHASE 3 ._ ...•. 35"744 +1C•/- GOLF COURSE PARCEL ,,\HIGH COUNTRY ENGINEERING, IN0r: w w tttttttw� w w ME al w NO wttttr ON w w ---now NO CONSUMING ENGINEERS AND SURVEYORS MATCH LINE SEE SHEET 5 93 COOPEAVENUE baTc .aceon m a,ae.reR w .e. rs. ew.pgE .r. Maa GLENWOOD SPRINGER COLORADO 81501 r.cm •9A +on ewa. 9am1a ae e99Cr. N •9 cw.i ... w..cwP1 970 945- 9876 IN M — r GRT DAD+ 9EET 3 Y 8 ROSE RAN04 P.U.D. KEYMAP MATCH LINE SEE SHEET 4 TRCVT PARCEL P+tASC 7 DOLF COURSE PARCEL Z Z� ,_..r.. w FINAL PLA T OF ROSE RANCH PLANNED UNIT DEVELOPMENT mm�mm-mm� FUIIJFIE OE%,W>'MCNlPHASE 1 FM4ASE 3 IT � - SHEET 5 OF 8 --cri-mo -m .100 SEAR kDOD u, -E 1/1 --- WV COVRSE PARCC\ - - - - - ---- -- -- ----------- -- -- .... ..... ----- P"ASE HIGH COUNTRY ENGINEERING, INC. MA,, LINE SEE SHEET 6 CONSULTING ENGINEERS AND SURVEYORS 92$ COOPER AVENUE CLENW000 SPRINGS. COLORADO 81601 (970) 945-0678 L141�� 9 12 D3,45 36 E9.67 GRAPHIC SCALE IN FjMr L I -h - loo t, 1/1 --- WV COVRSE PARCC\ - - - - - ---- -- -- ----------- -- -- .... ..... ----- P"ASE HIGH COUNTRY ENGINEERING, INC. MA,, LINE SEE SHEET 6 CONSULTING ENGINEERS AND SURVEYORS 92$ COOPER AVENUE CLENW000 SPRINGS. COLORADO 81601 (970) 945-0678 w MATCH LINE SEE SHEET 5 OOLF COURSE PARC PHASE 1. TVP- s� �cA9E5�,�9EL9nes v. w R�1n mL..rs w � rcno . 6a un..n.. n.r4 +.44 PHASE ' GOLF Ci1U,3Ai PARCEL 4+ r Z"ASE ','JYUON AREA .3253 PV'tiRE ']E1i_OPMENT PHASE 2 6,01 5F•/- 7x.319 -Z./- 406ER-SON DITCH COURSE XARCCL PHASE —P. PHASE f GOLF COURSE PARCEL 3 COURSE -ARCEL -'+ASE -Yp. Q{ FUTURE ELOPIAENT L PMA$ASE 2r� r w — -- MATCH LINE SEE SHEET 7 FINAL PLOT OF ROSE -.--RANCH PLANNED NED UNLET DEVELOPMENT PHASE 1 SHEET 6 OF 8 ]LIN Y. CIO 0.627 AC•/ - D5' r�.w k �_•.61• LOT 97 •'-y �-+7.673 SE• � [ P. + LOT 1 r 23,13) 1 FLO' 103 ; �P C11 CfT e \ LO +w+9 "ma x •'z •k k k \ Aw 5 AS 6i CuRvC y 3 �u54K.GT. T.WS fRi C. "..c 1TA -' 52.90 5! . 7 7 2] S72'S0 a9 w t2 215M 10.60 6.0 50-r 506-26 'aD 1f ii i .-.-----..-__. .. .....-_-. _. ... _ _— .2 ll 2F 0e S06'a3 56 E lc. 7s. 2 .eo t5 a6 R_2a 09 • 9 •32 a5 E L HE �5fA1.LE 5Sa3-' 22 6 69 GV .1 JB 50.6-15 0.5 . 5562.36 D5 S2,1 -5,w 1.. Wm • w FEA —E TABE .a LI D5R C w - DISTANCE y rws Hv s6 E ,2.15 5.r1A 1'7 00 E sSi 96 5 15 RD5'15 e w , 7• KA'ER T -K 5CC S 1(Hi Li ABL H23'<70 +6 w 2 ].64 } LA+ DIRE C i,prl iSTARLE .r52 w i 1 51 w 5 6 ii A2 555'19 • 16.56 W+9 5♦62•fD 39 5 3 A. 3 9: + +e w +ei. is AA AS 5+6'9+ 09 w 165- i Y� PHASE 1 CDuMON AREA,•,'Wr 1T RIPARIAN AREA � 159.2547 •/- 'w 1 f GRAPHIC SCALE m u{Aw rsp. MA'ER .6E - U; �; Yn7 w 1 t 60.. 9EDEs>tnue s 1 :,> �• 75CMLiE eAfM EwSEREHr ` 1 ' PHASE f GOLF COURSE PARCEL 2 4 01.207 gF./- i SEE 9.EEi 2 OF a } i; 1 V 1 l � 1 0 l} 1` $ CL SG' —rER ACC{j� EAgEUEHr 4 furl 4� �l 1 �l}Ly III I!` 1'll PHASE 1 OPEN SPACE 5 s� �cA9E5�,�9EL9nes v. w R�1n mL..rs w � rcno . 6a un..n.. n.r4 +.44 PHASE ' GOLF Ci1U,3Ai PARCEL 4+ r Z"ASE ','JYUON AREA .3253 PV'tiRE ']E1i_OPMENT PHASE 2 6,01 5F•/- 7x.319 -Z./- 406ER-SON DITCH COURSE XARCCL PHASE —P. PHASE f GOLF COURSE PARCEL 3 COURSE -ARCEL -'+ASE -Yp. Q{ FUTURE ELOPIAENT L PMA$ASE 2r� r w — -- MATCH LINE SEE SHEET 7 FINAL PLOT OF ROSE -.--RANCH PLANNED NED UNLET DEVELOPMENT PHASE 1 SHEET 6 OF 8 ]LIN Y. CIO 0.627 AC•/ - D5' r�.w k �_•.61• LOT 97 •'-y �-+7.673 SE• � [ P. + LOT 1 r 23,13) 1 FLO' 103 ; �P C11 CfT e \ LO +w+9 "ma x •'z •k k k \ Aw 5 AS 6i CuRvC y 3 �u54K.GT. T.WS fRi C. "..c 1TA -' 52.90 5! . 7 7 2] S72'S0 a9 w t2 215M 10.60 6.0 50-r 506-26 'aD 1f ii i .-.-----..-__. .. .....-_-. _. ... _ _— .2 ll 2F 0e S06'a3 56 E lc. 7s. 2 .eo t5 a6 R_2a 09 • 9 •32 a5 E L HE �5fA1.LE 5Sa3-' 22 6 69 GV .1 JB 50.6-15 0.5 . 5562.36 D5 S2,1 -5,w 1.. Wm • w FEA —E TABE .a LI D5R C w - DISTANCE y rws Hv s6 E ,2.15 5.r1A 1'7 00 E sSi 96 5 15 RD5'15 e w , 7• KA'ER T -K 5CC S 1(Hi Li ABL H23'<70 +6 w 2 ].64 } LA+ DIRE C i,prl iSTARLE .r52 w i 1 51 w 5 6 ii A2 555'19 • 16.56 W+9 5♦62•fD 39 5 3 A. 3 9: + +e w +ei. is AA AS 5+6'9+ 09 w 165- i Y� PHASE 1 CDuMON AREA,•,'Wr RIPARIAN AREA 159.2547 •/- 315 "C•/- N P GRAPHIC SCALE m u{Aw rsp. MA'ER .6E - U; �; Yn7 w SIN FEET j 190.11 3$ �• ROM RANCH P.U.CL KEYWAP kl LDT 93 :,tiy a o ` 11.667 5<•/- J • 0.3=0. AC./ '� �ieaJr -LOT 94 y TA aN S' 0.663 AC•/- 6Y ' A ' r _ LOT 95 76.,96 SF♦/- •++ 0.827 AC•/- •6 r"5 "rte�i� LO42.36 k0.977 AC•/- \\ HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS. COLORADO 61601 (97D) 945-8676 PHASE 0MUD04 ARE ARIA" AT_A •L13 f 2E StEROh - __ Tk fECT10N 2CwE J - := I M14 q p�A$E T. COMUON AREA =l^ RIPARIAN AREA. BLLE HERON PROTECTION IONE h1P2 a FINAL PLAT OF ROSE RANCH PLANNED UNIT DEVELOPMEVT PHASE I SHEE r 7 OF 8 MATCH LINE SEE SHEET 5 �r r r r r r � MvMt r r + Y „4 r y r �� r r r r r r N 1 ` }__ Y ► `x PHASE I. TW re LUT 96 LOi`, Qa $ ' Ctt7 Com/ �..* A�C- �j PHASE , COMMON AREA P ^ F�^,.RE OEVELOPuENT " A"6 \ RIPARIAN AREA, v 1 ♦ BLUE !+£RUN PHASE I 1: Y+IO ,.� J �.. ,p ,;n"� f PROrEC TipN IONE a i «_ : LDi las. ►k �.• -`�. ;8�' :.,.,� 7 _ 2HASE 1 :`' 'yyC•/_ ' bpi j'• -, 0. 26 +1C•%-� •{fy , ryry JJ m y �'' . ,F�=:'•F- COV COURSE PARCEL 3 =` C Y •L?�,� iy.. aha I ' ' r "li'- •• yS ;1Y- 3x.913 SF./_ C16 "a. �^ + -04, s : m C+77 -1 LOT '�`` f r'•er 9.96. AC./- _`- a•% �'i1 D r� � '.''J r•' , 3x7 SF.I- 'b • ---, ' �•. LD7 1 n RFL f g 1 3.a pi26 e.j_ .' 6 t° La? ,�5g ,cia Sti Ac. v_ ,.an •;:Y ti '1 COMMON AREA a� rR°� �-,�� 4' c, e� ... • y,� r•.. � � � .� � •- � 3.193 SF./— .,60' PFpES rWAN ?:}r i, LOT 176'•. 't / / ,•y( 0 r56 A[ - i R a1GKLF A31M { N. •{Y PExF5TTA3w 9N0 15.364 5F. /f - : .. "'LDT 158` * Y' J�6b�: EASEMEwT lt'- �4°R l'PEOESE AN A FAYEuey �. \. : x1 Ac.l_ ,f V /i' ` °]7i Ac:/- LOT 1pg R rJ 7.736 sr•/- ,� w �.Hy %• ® �- `.!. ? '7-x35 'T•/�• �4 ® 0.39, 3C•/-�aFe ri LOT 1. �6i7) 4135 AL•/- ,.0" •• 5.793 Si• ` . 4...�-•- _ .� RE B0.R & 0.LlJA, CAP AC `q..,S3t1 ,. ,2a(y LOT '09 LQr 16T ' 'P 16336 20E-/- •P �/ .-:] LS x$SBD. rN0 45.159 SF -/_t . `fOT 1571 v &332 L• + LOT , 6& ati' t%{G].e AC•/- 8 ISa,o Sr./: •�" /- '1 0.3-5 Z'i- z1.s• `` e�,!-'.LOT ts-?. -c7�� r a Lar t 27j\Y'• $ ••-w•' • nLd, t p �`','` 15,](16 SF �] ✓ ,e.794 SF./ St., _ �ly / ,3 of r 6.1/.....1 t6,3p2 ?./- w •� 7a• 4iwr aazx AC-/-- •A JTIUtt EASE !,p~tS of t0: rss •7� °.]7s .c./_ V LOT :66 'k./ eh -'��l !��- ••.1,+::;:; 5.7]3 Sfa _ � � - ;y� F,7 LOi TSL, L0 1 — iiZ u s� ��,. ❑s5F AC•I- I• .+ 7.9]2 sr -1y45 3 Q - . +� Yi. O°`.#• ea• x6,397 IF-/_ ,.,� ��• � . r ra oIL�` a. Q of o�TS' 7s,"f 3.,,.- �36a u./- r � � 3331 c./- _ �' .. Uuix�� • ..4pT 154`. (b. L, •�p.757 C./_ r ds ,. ,ws,,9s sF. /- �. s6s r a q}o ` S `6• '.� •i I "a R3a7 AC• �i � • F ?C ] Z °b. ry �� iw L 1 o{• `7� J /- _ 1ti �E - 0T 65 .•s7 • LOT 153 � . _pT I = r °.-,• Ac•/7 t+gs r9r- ,e.an sr./- w / rp ''S,zoa sr. /-. '� a] ' •cx5 ss.iv . fatal S SLOT =46. $r b• b9 ®q I3, AC -f-9 °.P �,. 3 COVON AREA c�n.MGSE uEwi.- 4 wry z7F C• '®- a -Qi t ;>: Y+. ♦ yC+1-s0T - L ;I 9LLE wERON ,� v/ �� / . +� •- 5.•69 SF-/-�1. 02�] AC / YY J III 3� 'l , 52 +W� `�-/-M .' d Cp++5E4 Jal EASEuENi ••{'/•'-OMM� RR Ail AC-/- COMMON c COMMON AREA a f j," 'TJ .Asj. rLpT !SD y4 C1.6 S' d J ( 0.]93 •/ 26.619 5F•/- •'is .� >(�_ �LQT 1491w 'i'+.I s, V.//-- °61 ,r AC. r f •R• eR4 l y'�e Y to 'p. CpT:,1. 42 9 - :fir'' t'S ,y� •0L.1Q00T Y11 •4 0 r - •- .. y iy 10.6W,Mr r�+ •y 4 ` v \i`LQr- T 151 LCr Y }070+639 AC. . •1y,1 r',•.;'-. 1146T ACa.las Y.A rSF./- AC-/ �•_! �, ..6 Ac. f- `��\' :o``" Lar „5 z to- c7 /�t+DT 1,J� s s� 1r al �. t��. ,]6 7360 •C. f_ 1.Er.. yW .ASR �w� OeC el 17Y*S,WS SF•/-qf w L.7i -3�� �9:- LOT I45 6 AC - LOT ,7,7721./- 060 --ca AC./- sa 015 , ,..w6 `ASxLa'A ®r¢ t --•.6,. LOT 135 4d -OT 2 :i .JIF7p'CO•'r cr37 ;17•795rn/_ y .�> LDr Toa = a % a"7 3c•I- RL2Oaii_ 1). . 5AC- , i --15259 SF il-5.276 i ss+ ir4 OA.1 3C. /_ \ �. �. ' G y ,i W -s50 AC•/-( xw- A 004 ciao '+11, 339 Y•/- .E $ ..•L*•5 �+� .. 7: •••,��Sn7ow `. � Lar ua 1' 8 1•l J aw; J { L07 143 - •,S SSf Sr./- t. +•• f,�,a� $. �- * 07% +C. /r='� .',, - F 'Lq "'36 - �" .WS ,�1'.,J;z d/1 ,.. „ ` :a �_...: LNZC.126 'f. 0.331 AC. I c a $ �' N7 AC-/- A i 6 S9"E"..-.' I SS,yp•00•w •� `lr 'b ww2 CCM MpN AREA. -_.fa R•-'. n.11 a .n67- - 563.6E \ -' '5.755 gF. fC "i •. yp00' �� LOT F37 m $ �74 0_.]67 SO•i/q• - 1� R:P ARIAN RREA. Y ',x1215F•f_ y $ LDi i2+ Yr• •--' qh5 zw6 �ti a e. \. T a� EfW£ HERON PROTECTION ;QN( q LOT 142 1 L Sal AC• f ni "J e', r• `/-`. ,-- `� a - 7p6,643 ,Y./- a '. .�. _ - ..____.... � O.SSI AC.I-: ...- V'7 Y•0. '• C,- iCa6�+�� .``•',�$ �_ � �4.� '_r a •',+ 00 WLAA %000 UNC +Y PEoESTR1An •MO 1 LOT 136 L- ' $ [ •.~ \ d•' .�'' C . 2a,ae3 �.�_ BICTCLE A31H EASEYLMi Tyg75•w'y�t ,�51] 5'F./- •: ' � �•-�, �'1 $ � .- � --19.x1. AC �- LOT 141 C, SO °153 0.736 +M•/- 11 LOT 123 '•,� LOT 119h'. ✓ e �.+ $ 0.11.7 Sr'y 3 :27.7.9 yt./_ F"'a -c, 306 4•/= 1' b3: N. '� �•i 0.7-5 AC. /- ..•�. .... - •t 765 RC•/- $SYS,-y+� ,g �i nan •b� `'� LOT 122 _ LOT 120 apt�'P'``,^-,^a a per J1 19.0!° SF. • LOT 1211. 0661 3G/- :z1.aQ4 gr. /-=. 05+5 AC•/- z».nn few• LOT 130 0.352 .[ 'E1 +b: -;;i]' ..'Y 87'56'25" w ~ 323.7.• [p• Isro4 rAvi6AT1 :21,954 ev. COMMON AREA O.Su AC. /-•^' •v1 i Z G.50- AC*/- a6. -7p SF./_ ),� `M1•...••••: ST5 �d ✓F•R' j �1�u1r _ •� + 7.7r 7.,.x• '..._ 6,•39']5•E rpT.7:> +1.,r s g6yb1`1 '62 aYJ, swaroYw ."Wore PH 62-.09 V,•,', -i 0 r IIENr 01RECT ❑M MON AREA ASE COMMON AREA COMMON AREA s, 9,0 Y•/- 51.'3. • f _ ._ r = x.600 ff./- 0.1,0 AC TELLER $PRINC.S 8k1TFER ZONE +75169 SF./- 0090 AC•/- dla Y 84522(• E __S -' ..._...._........ ... 1103 AC•1_- �T -. _ �.�. •_ _-.-_N •. .3&{•y1' J;, 55.4 as 5 84.54'08• w 855.53' S 3454'09- w 89'59'08• E 220.61 GRAPHIC SCALE REB FNp AL�CI I iN PE I—b . t0C[0 fl, HIGH COUNTRY ENGINEERING, INC. CONSULTISO ENGLNEERS AND SURVEYORS 923 COOPER AVENUE C A'►IDOLi? SPRiYGS, COLORADO 51601 t970j 945-9876 0 r IIENr 01RECT ❑M 315 AMC U1 539'36 79 51.'3. • .aa I� Yse•+a •a R x2 ROSE RANCIi P.U.O. KEYMAP L M19 4'30'E 88.94' 52.t3' C 86.733' CB�52JY9'E-4 Q - 52G5'46" ♦ I R - 390.00' N 4 19'1 W T - 6.69' R = 620-00' T - 70.25' �. 9 5 L = 4 1 CH 139.61' p = T2'S5'[s' 71 - w =,2 3.26' ca 0121' T.7 o w ❑ � 30V5'79' R .520-00' T 166.ei' L 325.59' C - 321.96' CO. N5S4,'S4'w 12'4536"W 35-81' Z R - 689-90 d. i. 91-94' N L 192.75' C - 182.2T' Se .'�-N11'01'44'W TRACT 2 SO FT -3414> ACRES = 0-078 FINAL PLAT OF ROSE RANCID PLANNED UNIT DEVELOPMENT SHEET 8 OF 8 TRACTS TO BE DEDICATED TO GARRELD COUNTY D TRACT 1 I SO FT - 29,317 *- ACRES - 0.673 ± d � 25'55'56' R .1500.90' T ,94.73• - 363.St' C8=59239'2 7"C R47 .W T � .54' 88.94' C 86.733' CB�52JY9'E-4 - �� ~ ♦ I 5 5 ', 7- 33.59 S 52'20'57' E 82.,5' w 1759' \ TRACT 3 i SOFT -95± ACRES = 0-002 -t -a GRAPHIC SCALE ul raer 1 1 1La8 - 10O A HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS. COLORADO BIS01 (970) 945--8878 TRACT 4 SC FT=906± ACRES = 0.021 5 5 52'2,'{57 ♦ I N 4 19'1 W = 4 R = 620-00' T - 70.25' �. 9 5 = 4 1 CH 139.61' p = T2'S5'[s' 71 - w =,2 3.26' 82 T.7 x l , � -t -a GRAPHIC SCALE ul raer 1 1 1La8 - 10O A HIGH COUNTRY ENGINEERING, INC. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS. 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PROPOSED NOW -OF- 1 LME �y--�—V— PPOPOYD 5W -0-T =-MM FE M PRDPOS[D �ALT f r � / r' C7 " f ter' / /�i' - �1.? -•i: j. :: f AE76E wwW P"V.4. KEFYM _-, rw , o° • •• i. �. apo OF w PR0.1EU HO" 8704205 SECT so �i ■ WY. IM Sy{3 - r OU Y. 5762 Moi[ I. $cc rx r.M T{e•/ ON 5N¢i is r9R ENEp[ a,u{ rREollvTcr w ROM SM1E oAoiEs Z. SHOW STOR/CE i5 P wm RT ROM9OC Dm-" rtMO y TkjM/Mrt W C/5&"NT$. 4 0% r41 ROT RE STIED ■tr W R{T> , QF + IPE •rOR{MT {SSE WL• y. .kL mSNRI�y +AGS -K ToRE 9m iR�LJ+lO AS S^CN a5 PmKE rKFER O(fi3R nQ*.. EMT iRE {T1ENi WTERI {L GRAPHIC SCALE .7 i1 l TM DTZ WS -N'3 i Tees � w R MATCH TO SMET 11 y so S+ 5995.64 6096.0+ 01 -IES AO" 1, CME EWT T+7LE TPPRpx CUEYEAF S12C-0i.. LEIR:'M irtr[RI •WERi il10iE5 �ECt iN P1T EMT iRE {T1ENi WTERI {L LOCArip. - Si• .7 i1 O ES WS -N'3 y so S+ 5995.64 6096.0+ 01 -IES AO" 1, INi+•95 39 '3 399+.33 3090-1* 6 1d 93 '01 I. 75 6006. DO ao-PE5 O�"S rtO5-M+i AVI - ,2 0,- ,, LL]+2] E ${ 7! 5960 .00 5719.t• -IES FDS -Nit CY++«OG 5990. 2S 5119]RIES ADS- - ----- 670.0....-.. EMS COMTOIiR L -RE - --- ® PROPOS CCHTOIIR LDL --_ __..--- PROPOSED Cu Wmr �\ "amsep LOT lw [ ] PkOKXD CMVMT mraDO [SFE IABUI \y PROPOSED CREPT Ow STAKJ RE �- PROPOSED RWp MITERJME •+ ••.'� vROI JYO RICHT-Qr--X, RICHT-QE--X,LWt —V—�—O— PROPOSED ULOsj>T CONTROL raC[ j 8704245 h u GRADING and DRAINAGE PLAN EET t3 qF S� i "Tc" W ! ONIu(RT i1aE r ■r I LUYERr SSI[ +e sa +� re �e �e a :e Irxr(Pi ITN[R[ O,rT �.arrn w.Tnr s9r1-ss Sf7]-oo s9aa.ox 59ax.a7 •J015. e6 19Te.,e 5941.7+ 3p.P. 9e 593], TO 59]1-.3 I PRE 042 H0. MS GRADING and DRAINAGE PLAN or vs CF 80 �i �.. . � � an SHitr +e ecq ^Jtrx aA1' rx['�"-�`}WE cnAc WE dMHM � ` l l l � �` _ . •--:- ' J:. - • rl _ _ ��• - r x sxrar srd+.s is rRmnoio �N eo,osmi olTa.is Aw vnuTr vR rrAcc FASEf t7rTS Vmw v.r NOT OE SIO- m, A S0. 9apus d AxY ME •11 MT ASS LY ] A{1 O+SnWm AP[t5 RC m K 4[m WLc� AS AS vp59lLE +r1S1� Cak5To BE 1 GRAPHIC SCALE b n ar u u. x. AN -MI w/ 91% rr. N iP07.0 wI, OUT . I=$ f �~ r .Y. - ^ • .. _ ❑ - .gar pxvF_RT . -� [CAIS? �' _ . ~/ '.. - . r•(. B . 1i ❑'taf_ � �~fir _ - - •. •� .. -1 9� ��� � ,sea ea K r� - � .. -! r' .1 r :' I. •----"+r.•-i , � -r �,''' - f ��- - .s �r 7A' Aas-.,x w/ � � �_� ^ ! --a- � --. /, - _.J • r ' v -� r '�." � ^f- yrr.. - - +MY- pUr yaw 0 _ � - �- _ {I /ti• � iVVi ; 1, 1 - ..! ".. Ln t •• Jar `^• j � � .r . ••JlI.�.� -'� ji �:. .� �� T k2o _ •I?' t.. - - 1 ff _ i.y it ' '- - ! �� i ge 1 _ �-• lFrm r ! L f � I 1 • ! 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L..... r w Ha ..:.............«..----------`-.,..........rl....................-..---r._. __, �._.__- .... ... f.. _ _ ..... .. p.y,.----.............-..... .. ___ •__ ....-.. .......... ....... ._.-.. .._... . - _ IOARl} ..p.. _.}_- xx � d W . III F w . w4u.w ••rasw� k �# v d S3 Uv d _� aF i wF� OI3�4 Ob.a06 .� GL.'.TPS � S ...m X3.00 IrHa fi+q IN00 TP.a IV.>0 t•W tt•0.0 IJ.aO x.•00 ]'1.OA riAV xi. ou PRaaECT NO. STA-nONING IS CENTERUNE ST,ATIGNING ROAD 'A' PLAN and PROP7LE SiaEET 75 OF ea _ " A' ,� • 'rte `•r�/� ; �. r - - - • ' +tt, r'L°�, � �. _ - �` / / •"c_� ,•� �r':• :.�`.,1's--_.Lfi.i -. �. - _ •71]5• r •� i .Q ; �: r � '� �' - � �• - 059` ... .. .... '4 , it ' ;i�;'t:,`• .." �•. `` \ ;r . � . � � -_ is i - .... � _ � .. .'-"� �,r�; '� ' ? � • _ - � . 1. � 'r/ • T.9. `r` _ - fr':-: • I - r.''r ' �. ,� 1_ •, . y +666i R 3:4: _ . r4" _ ,fie t _ _ " .. �I"' .. �- .C. "'"-•fie-.�-•�-•� •nr.• i. .1 •'� �`.`" iii 1 — 1 .• Xs •-.r • - _ �%:. 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J-•' / :'. s rte• ..goovsrb .moi +�+iT GRAPHIC SCALE D FROM°° GR.VM PROM= MmMuR umE �nop--- m —d—� -•--�ena-.... rRarosm cm,"T MPC:FL SM.4NT UNTwx, rEr.q .. osses.r+c cdrtwR ure d PIr, } 2 - GRADING and DRAWAGE PLAN P"Act NO, 9]04205 OF ea I� RRA REACH P•LL.O. stEMAP GRAFHiC SCALE I sub, [ m sa-rt . ..... 6040 -- casrrw cn Tf UK �— PROPO${p �rOUP �!E �����..—rw PRCPoY➢MKRi PROPoun •ar ur.c /'� { 7 } o OPQ= WLWrt MAOFR (SrE Tom) PROP05EA ROM [NTOLK ------------- R r-w-NEY VIE ROAD SWIONINZ; 1 E 3"nCMkL i o �o .a a� � WW p❑ 9704205 ROAD 'B' PLAN and PROFILE OF zc OF 80 WE ROAD 'Co STATIONING IS CENTERLINE STATIONING rr. 0 Y GRAPHIC SCALE Ix met I Ls b -sa rt SEE CETAiL SHEET FOR ROAD CROSS SECTION SEE GRACING SHEETS FpR CULVERT INFORMATION RME RANp1 P,IJ-P. ICEWAP PRO.ECT NO. p704205 sNEer 2i ROAD 'C' PLAN and PROFILE � ea LEGEND a� rr+oraan crrl.u�we arc ��������� oaowaxo nnrrAr v+coaa*,o DoT we //�� (7� ��- R019= cu T WIVWR Is TA ) v�vro-sn r+ow �nronxa woraco arc�r_aF_w.. UK MOM= Apn F RME RANp1 P,IJ-P. ICEWAP PRO.ECT NO. p704205 sNEer 2i ROAD 'C' PLAN and PROFILE � ea Jr.:, GRAPHIC SCALE n [nnxT} L I h. W n SEE ]ETAJL SHEET FOR ROAD CROSS SECT{ON SEC RADiNG Sma TS iOR CULvERT INTORYATION W� •prrT Oil • i�T.TI � Pewi fiA - a•ILY M 6[.. rOY.p n..... •.9.. -��1 --------- .........._..............._..Y...._...- - 1JI.OiY-�_1l�J.l/.... _.. _ +i_ - _ ... _-wA4�►.at- 40. _ :• � ..; T .......... wTcer r .........._,...--i- ,____'..2 ,_...-....,i.�._.._.... __....._.�.r....�.M. ...y.-......-- .Y-•-...._.._.. -...-......... _. ......... . w• .w>;cwrar ' .rrw� o�rc ucvnoa r.a.a� cr.•.m : � • e' .uir.A T�oT w rx Iro> p •w x.00 3.G0 ,,ww�.00 f.q 4cP STATICTANG IS C'ENTERuNE STATONWG ROSE RAN04 P.U.0• i(ETYAP ROAD 'D' PLAN and PROFILE o W o Id 4 0 O AROJECT NO, 9704205 SHEET 25 OF SO LEGEND � Preorosm cwrwu uc --- --PROPOSM CMVOT MA mn LOT u OrP�= a MIT SKE TA&kfy PROPOSED ROAD CtMTUVn K — — -0rQ= f T -OF --1 V+C ROSE RAN04 P.U.0• i(ETYAP ROAD 'D' PLAN and PROFILE o W o Id 4 0 O AROJECT NO, 9704205 SHEET 25 OF SO p 5 5 5 5 1+00 2+00 3+00 4+00 5+00 FS+ 7x06 g+0o 9+00 10+o0 11+00 12+00 ROAD SrAnONING IS CWERLAE SSAnONimi� 5950 5940 GRAPHIC SCALE l In FM ] I 4 b . Rw R SEE QUAIL 5KET FOR ROAD CROSS SECTON SEE GRAOINC SHEETS FOR CLPL%ERr MFORMA110N LEGEND SCuO .... wsnw comm up um vRomw CCNMU* L!! PROPOSED Lor UI{ 7� P*Qposp CurVv MAW (sm TASU) PRopow ROAD CL-Tukm PHO11SEO.10.}-OF-W-1YIE DPROPOSED AVR F ROS£ RANCM P.L O. KEYMAP u ROAD V PLAN and PROFILE OFEEr eO OF ao ;w .4 lz z6f Fu 0 • 10� x, V.. x. OF rK..W.L P\ f X x CART PATH 91A EM TO 14+00 STATIONING IS CENTERLINE STJLMQNINC STATIONING IN TlHiS PROFILE IS FROu MCHT TO LEFT -1E = CT mG wci;rw T M WC1 4p Fp! car �ran! SECTION P&c 3 -o.-K $6 MR, 4w �c � 'G-NAlltR S61M C T TO �LA9 �V' 51 0CSHCC I ", FOR Roca CY1T'AN WTAIL UICIEM C. =1 cc�cwm �M�M ELEVATED OM C�M�N �= Rw sq.0 js y 4111 %WAW "rM Of W ut .0 ARL ......................z ...... . ........... ........... 9,M ........ ............ EE ............ rig e� Ir E� 49M.0 M. 00 .......... NCL Lod K SW U "EV A.12- 4131S. 110 — ------------ --------------- — ...... P 0 -I)SM"OWE o- t N DnTM c;uc EMS ewer ............... ............... --- ------- - --------------- --------------- ......... ........... ... .............................. . ............... ... . ... ..... .... �: - ----- ............... 13 Al. r_c L Ito CART PATH 91A EM TO 14+00 STATIONING IS CENTERLINE STJLMQNINC STATIONING IN TlHiS PROFILE IS FROu MCHT TO LEFT -1E = CT mG wci;rw T M WC1 4p Fp! car �ran! SECTION P&c 3 -o.-K $6 MR, 4w �c � 'G-NAlltR S61M C T TO �LA9 �V' 51 0CSHCC I ", FOR Roca CY1T'AN WTAIL UICIEM C. =1 cc�cwm �M�M ELEVATED OM C�M�N �= Rw sq.0 js y 4111 %WAW "rM Of W ut CMT PATH STA 1+00 TO 6+00 STATIONING IS CFNTERL6%E STATIONING STATIONING IN THS PROFILE IS FROM RIoHT TO LEFT %lW7 M FRQ.,ECT NO- MaW SHEET 40 CAW PATH PLAN and PROFILEDF do E� 49M.0 M. 00 NCL Lod K SW — ------------ --------------- — ...... N DnTM c;uc ewer CMT PATH STA 1+00 TO 6+00 STATIONING IS CFNTERL6%E STATIONING STATIONING IN THS PROFILE IS FROM RIoHT TO LEFT %lW7 M FRQ.,ECT NO- MaW SHEET 40 CAW PATH PLAN and PROFILEDF do tom.: - �.. _ t� - f- - ^Sym'..- --. _ o- _ /ff � � _ . .r i. fir• �:,s,:-;.-. _ _ ��`:-. _ •.:--•-�•:� •�. TE.PGRA" SG- CAAY -M CO M1C?� L,%ErQf R{RVAW.r 2y' CArr cArrl ACCESS CAS01(0r 25• 25, �VAR[5 � S' S• YUCES� �• GGApeETE STrro ALL rCPSOI %AR►'.' ARORewwAcr a' CZAR 6 AprirfF,c A. •l St*c ADC . va„n W s• s N M "S covrsc w—Acmp ry rsx STAWAM roc rOs slA oARG nrvc,OR TYPICAL CART PATH SECTION -UP RAVINE cor4mcrE :AAr PAN pc, S[.E qAR s+::o-[ET Es] ren ,iOOG 6ARTPAN GETAI LAR .p QAC,L CAATPAM MI -10 ,r DW CARMAN ® {5(E cc,A; slr S-1) s1ft [ wAXR% GF THE vS CART PATH ALONG CR V9 STATIONIN i * GEH,LRLWE STAT*NING TEIPGRA W e T RAW GGRs,wc,w rAffAtrrr, 004u.,[w, 2a• cwr GAN AccEss Ewsp.Enr 2s• �vAR[s—}� s' s' vueEs� ' CairnE>E m( _ A• - ti STRIP ALL rovSUL sews• A1,0 RCcew.Cr a• CSAa a A GA,E BASE .A. A . ar C DEPIM TO MR `Coors a -AC, m MR ST—DAlq neoeroR- s,.waAxo rxae,or CART PATH SECTION UNDER COUNTY ROAD 109 QNLY MmCKs E .SRT AAn, a a, src w.. sr.o (srccT H) FM 6 Cur PAM KTr r J` 1.i. i' - f SIS I suH.o .c,rr- •-s� rFn r- r..M [Fj..........................................� i }..........................a. r µ �............ ................-...---•--.-..,...............- ............ .......... .......... ........... ......... ........... .......... ........----- -- 1 r S • S EE '` C .........w_.... ---- ...........................................6 �....... I MD C&WE W..�.....,.............: ..... ........ +............... . .� ° A 0. l]PSrY4[LLvA-5 cT, 1er.pa I I l do '•'- EYFF 50 R, rvFCA'. EYFJTr SO Fr. TVPCJ ............ 2x ....... ............... ...................... . ........ .............+............................ oa I .................... w 17404 I ...........,............... s ......... ................. .......... i PROJECT NO - 9704205 CAE PATH STA 14#00 TO BrD STATIOM 0 IS CE&TERUNE STATIONING SHEET it STATIOMC IN IWS PROFRE S ROM RIGHT TO LEFT CART PATH PLAN and PFK)FILE OF 80 MASTER UTILITY KEYMAP m I E GRAPHIC SCALE I lmk - 2w ft - REEF 43 lip9 GRAPHIC SCALE L ileo nwr 1 1 h o i T E C SOL. GAL -WOW-WOWOVA& 3N II OEiAR p4Ei�aa I Ra/ax SSURE AM.WCO! - YN0.f r rELVACrRi r 10WRKM ` , rmpl m(,a,SR,"r Vii$ Pt"; TO iRANSOUCU Rar ; I l , l `\ , \-`!�14 SiF s T n FOR O X— � L L—Uk=NU -----ate PROP= alcT C. 1[LEPIrpwE ARp CABrL a RRmosm cAs .rE �• PROP rr NC.TXi WOR "MR YAM ti �a Iia r- PAS S cuvu " -VA "AM mOPMD sMR P t - a- 5W-33 PROp EORCE - -� - PROF RAN WATER "Nrr ---a -----� —rt- PROP -To Sown Aa[ RBIAS '/4K hS3llrat� 11 PROPMW WE WA 4 PQ EPE WMA -7 -mmi ,Y RR,OP- ECvAUAr Aro � �rlRWlc-ar+aec PepEsrAE © RROPo FORCE — r,w.DC(/ OLE T LOT 143 Raavosw scum raRr.o1J: lyl PROPOSED PRESSkWE REpyprr VA W VAO T o i T E C SOL. GAL -WOW-WOWOVA& 3N II OEiAR p4Ei�aa I Ra/ax SSURE AM.WCO! - YN0.f r rELVACrRi r 10WRKM ` , rmpl m(,a,SR,"r Vii$ Pt"; TO iRANSOUCU Rar ; I l , l `\ , \-`!�14 SiF s T n FOR O X— � LOT 147 11 i4 LOT 145 hILOT 144 y LOT 146 LOT 143 } = J ' LOT 141 1 '1 LOT 142 1 1 FW-vbkmT , ' i f LOT 148 .� FdK Rvmm? ` 1 1 A.�}Rly l rR wAc ENC LOT 140 " X w 4 i 6W P _j +-M f L or /� \ �� T KI ! l �- — + f=1NS-" ` \ \ E 1 r� AIR YALYE MRc 1--- ,ii ij( 149 ~ J LOT . s P9 So LF_ Ir op .� LOT 135 1 l LOT 1 �9 I l 1 1 LOT 13� LOT 131 j 1 ` ' LOT 14 LOT 1381 1 l 1 _� L F,Wo M W- a vurEs iE af56.0a ' PPREaLNE'. 7i P9 vawsmEAw vREssvR� - w +a E !ai]Aat S VALVES IE lalu-ae \LOT 166, [ ,Pr s�� f , , ■ �, LOT 167 LOT 165 r MATM TO SHEEP ' R OTC: ,. Au wAip! Arb 5DER rRrEs+IMAED AHO.E '14 RCOOTSOR Orrpr puu "A`E "EcA-LUO. OR APPRONEO MC JOni REsmA n wsTA„m FOR y PPE JDMIS ARO E1r, 9L 7. wdp-MA"tkl m REmU Fm VJmms plow BMm YRE Roo RF8 oar _ SEE 'a KR-CECAv�TON TA ' X11 9 EEf ea. 4 3 a�R ' -7" I r 1 a� I / —I 2-rs I I ■ I Robe gMCH P.u.& KEWAP MASTER UT1L r Y PLAN PROJECT H6. X744205 5],EET i3 MATCH TO SFEEf 43 GRAPHIC SCALE { Di rwr ] I inch - " n �•• \ {} . LEGEND i 1 1 ' /• - PROPO= ELECTR.C.ITUL"04E AND CABLE / " 1 . LOT 1016--,\/ PRMSEA RAs PTE / /t\ MCP .Y- Ruc TLE .RvM ►,Tu?. MUN PREP Y DUCTRL ACK WATUt .A l PRC = SC.SR Pq - e' SDP -35 L — J / PROP •ORCE " lftCp RAW -A,FR MAN —.. -0-4— mop NATER SOURCE w AR R(LEA$E va�E 0RUS-L, H PROPMO WE -OLE „ROP FW KTLRAMT ASSOWY 9ROPOSM EJECMIC VALA-T ,RD .CLE"O.CICA&Z PEDMFE GRAPHIC SCALE { Di rwr ] I inch - " n �•• \ {} . •• •� i 1 1 ' /• / " 1 . LOT 1016--,\/ , / /t\ TROPOSW FORqAM u. "MKU. r FuwplT LOT 138 l i L — J / '/ / 2 mm= wsw' —Ou / ' PR(WOSLD PRESRAE RLDvC.ND vALYE VW T LL _eR L—. -- " r LILYR x l /1 , ' C- [i �^ ................ iD + rump AW SEWER UNES NST+ UD APOvE !68 W RCBG750" witrl FHAµ "A uECA-WG w ex LOT 133,LOT / FOR APPWCD f4TTM TY ws.,yjp 1— C * , , / / \ ,EDnT�S AFA z V R0NE " LOT 16 / sYU �a Ro�erRTsa pTC SEE \ ti / \ uPs""�4. fRE- P*EEsgjw w Pg -O�ER-EACAVA.ON TAKE' ON SHUT 66 ' ' 4+p , , ) / DowdSTREAM dRfS9f� - 'A -9 — \ a . r ^oP C1 / ,• . LO- 169 c f9as'�0c: C LOT 123 II LOT 12 ` {, LOT 163,} LOT ; 70 / I\ IV& \ \ , , •/ / / /i *sDryx� / I ,, , // / \ �� / LOT 171 } LOT 122 `\\`<," W " L° ;O" 1 I i. 4(- C LOT 162 C, / LCT '31 1 r+ ` ,/,� I I ,, , II /Al" Zll KT LOT 12`5 ` / C, - 'P - � /- LO T 161 cc`I Imo, �- /// LOT 15`0l" V / f LOT 121 �fpT 12�` I I ,\ ' "� 1 V • _ �, LaY i 1 , LOT 130 '� LOT 154 _, fn. Y LOT 9 I t- LOT 12�- LOT 15 1 r 1 I �j I IDT 120 I / - / , / •� \ \ C\ .y.� DP- I LOT 15 1 LDT 158 1VLIT ` ]; 12 I I / LOT 119, ' /LDT 12 �� \ `o- ]2a \, V \ 111 e i LOT 15� s Valk es+D..0 Ill ■ � � pie Ta ` / y L -07-'037 — �© 1.� y N VALAS IDK/µ ..r 11r/ # r 1 f 1a07.44 v �ASSxY1.L� t %� - /` ✓ mss' eoaD � � , , E 17=4.y r�.lrE ` f 1xC60.5 jVV LOT 1 ' r LOT 10) / LOT 11 / / LOT 117 I I r E in 3a ` 1 � J LOT 114 / / 1 LOT 116 LOT 115 1 I I 1 I Lor 11 LOT 11 q I LOT 1 091 1 1 / / I ,Lor 108 --., LJ J L- r E ,7xTRR�_ E 1732 SR _ EXTDI ' rn. AYfNAC XW0 S,yCE SERE QFTE NDRQ `♦ 1[AM CYT£n90. WET e0. V= wwo+ v.v.o..G�ww QS r ER LMUTY PLA I ce •1a pF 80 m ol - cu CD MATCH TO SHEET 45 [iiurws4xiar� r�rJ! r• _. Llifr�7 +r r r• • +f �• l � �i .i � s I' N f3 '� f f � � � • f ; J• I ! •• �y1 }} f iF�il + j all • f ' � { i .: N: X J• Flamm 1iiR ! i ` P+ • ,• !• I r i •r f % Lis• J f ; • � • • i ' _ _ • � l f` f? r n'.N • ' R . f i p' r J "• f � r r r LIOT, RISA,/Vk;�• �: �A • ; f •°• Jf +' f • f t ff .'00370 � fJ l £ '1 ! f �•• � fr J f ,1 LOT 101 `v• \\ \ r J� 1 ffL�T R�; f �t f fI t' J ; ' f •F r f 0- 98 YH •Q �: , / / \ 1 � ' , J •�lr• ;• ± 'l41 1 ' ' £ r � ?_ •• ° K� � � � \ LOT 99\\� N Osys.DL �' � \ � ! , � r jrr ! % • `' � , 3 IAA ' ' � / LOT T7 1t i I f f ,.{' +F 1pnx3a� LOT �'� LQT 1 ' T f •1+ If. Id pe 1 % r • r • a , .f •Y BEM T7l silt /Y„ ` _ y�-pIp fir\ LOT/W.91 LOT 36 �' c °„x,1.01 f ,,, LI. 1a1 ov } 11osuu�l. `1 '` LOT 9 2 E 1nRRlD LOT LOT 541 r J ROARING FORK RIVER f+ f 9 i � ' if j l• � f i • � � � ' s • � l r E .� • 1 J _• F r r i E , I f • + J s � • � � GRAPHIC SCALE r [ AI EEE} } F vss . eo R *cm: T rcuoY uTFTEs OY n,6 9i[T 4LF3T BE CONSTRUCTED 1r PHAN 1 U TN Cw ygWR N MA$ x SANITARY SERER YAM 3AOY 1M 13 - W 17 pE I -mot kCk" LIFT SrAno% NE FDREE YAW rR01/ Tl¢ IIFT STA1101w TO ASP04 OUD% Mo THF FT>f,CE YUX FRAY FTM SW 23) TO Tµ"1 STapON [4X 171. • rNc -TER 1 HE I, , 4AER1e CR 106 TO TIE -Tot Tu -Sr CR; tokpp cTED R1 pwK t. HATE: I. AU w TER mQ SERER L s WSTY ABOVE TIC 60901PSON D1TC1 91,Y.L T w YEW-LUO, OR '"*ov(p EWa A -T AuTitws NSTULM EOR A14 *i QTS ATC 3fii m x. MR-EICAYATON IS AFOAkm EOR UTumu Ww BELOW THE RDBEArso" 01rm SEE 'DN(A-E O.avAnON TAW, pR %GFEr m. L.EGEIVD — — A 0 - -NAx LWE tWT F,10POOED CLPCAAC" rnjPNOME AND CABLE PROPOSED 0As P,PE N�NI� PROP ID' DYETLE 0104 YATEF YAW —R VSE fr--E w RROR B' OtICTLE Wi WATER Y _ _/ C NISTALL ,0F,0 ON REDYCf11 --OR `w—IR— F'ROR RANI "M YAW loan m.Es LO Y 104 E R[ RTQRTwr L�1Far 1 +cdia3o Tr / . c T TEL IiiN , E +E1,f.E0 MAD= WWER MNM `l p � E +a►2l y �I � 1 / LOT lag j / LOT+ 97 MATCH TO SHEET 45 [iiurws4xiar� r�rJ! r• _. Llifr�7 +r r r• • +f �• l � �i .i � s I' N f3 '� f f � � � • f ; J• I ! •• �y1 }} f iF�il + j all • f ' � { i .: N: X J• Flamm 1iiR ! i ` P+ • ,• !• I r i •r f % Lis• J f ; • � • • i ' _ _ • � l f` f? r n'.N • ' R . f i p' r J "• f � r r r LIOT, RISA,/Vk;�• �: �A • ; f •°• Jf +' f • f t ff .'00370 � fJ l £ '1 ! f �•• � fr J f ,1 LOT 101 `v• \\ \ r J� 1 ffL�T R�; f �t f fI t' J ; ' f •F r f 0- 98 YH •Q �: , / / \ 1 � ' , J •�lr• ;• ± 'l41 1 ' ' £ r � ?_ •• ° K� � � � \ LOT 99\\� N Osys.DL �' � \ � ! , � r jrr ! % • `' � , 3 IAA ' ' � / LOT T7 1t i I f f ,.{' +F 1pnx3a� LOT �'� LQT 1 ' T f •1+ If. Id pe 1 % r • r • a , .f •Y BEM T7l silt /Y„ ` _ y�-pIp fir\ LOT/W.91 LOT 36 �' c °„x,1.01 f ,,, LI. 1a1 ov } 11osuu�l. `1 '` LOT 9 2 E 1nRRlD LOT LOT 541 r J ROARING FORK RIVER f+ f 9 i � ' if j l• � f i • � � � ' s • � l r E .� • 1 J _• F r r i E , I f • + J s � • � � GRAPHIC SCALE r [ AI EEE} } F vss . eo R *cm: T rcuoY uTFTEs OY n,6 9i[T 4LF3T BE CONSTRUCTED 1r PHAN 1 U TN Cw ygWR N MA$ x SANITARY SERER YAM 3AOY 1M 13 - W 17 pE I -mot kCk" LIFT SrAno% NE FDREE YAW rR01/ Tl¢ IIFT STA1101w TO ASP04 OUD% Mo THF FT>f,CE YUX FRAY FTM SW 23) TO Tµ"1 STapON [4X 171. • rNc -TER 1 HE I, , 4AER1e CR 106 TO TIE -Tot Tu -Sr CR; tokpp cTED R1 pwK t. HATE: I. AU w TER mQ SERER L s WSTY ABOVE TIC 60901PSON D1TC1 91,Y.L T w YEW-LUO, OR '"*ov(p EWa A -T AuTitws NSTULM EOR A14 *i QTS ATC 3fii m x. MR-EICAYATON IS AFOAkm EOR UTumu Ww BELOW THE RDBEArso" 01rm SEE 'DN(A-E O.avAnON TAW, pR %GFEr m. 806E UNICK P.LLO, REYEIRP s s uG q x 3 o� PROJECT XO" �7a42Q6 MASTER U17LITY PLAN Si1EET +6 OF BO L.EGEIVD — — A 0 - -NAx LWE tWT F,10POOED CLPCAAC" rnjPNOME AND CABLE PROPOSED 0As P,PE N�NI� PROP ID' DYETLE 0104 YATEF YAW —R VSE fr--E w RROR B' OtICTLE Wi WATER Y F'RDP03E0 SEIITR PPE - a' SCR -DS mop FOkCE 4 AT1 --OR `w—IR— F'ROR RANI "M YAW Mo. —R,,, SaL LE NN RUZASE v"' ASSD+BL* 04 PROPOSE31 care vµ•,E Tr YRDp Iw "m MT 1 y . FW wv ELECTFbC _WT AND TUJEF ?%CABLE F UT+4 PRDPOKO FORCE WW WaM / CIEAHODT MAD= WWER MNM `l p PROPOSW PRESUM *WD CWC YAL1E YWLT 806E UNICK P.LLO, REYEIRP s s uG q x 3 o� PROJECT XO" �7a42Q6 MASTER U17LITY PLAN Si1EET +6 OF BO Q WWI 7a m 3 �ws j N imm" E I 51,I"l r� SO 3 ww_- I. + WATER AW $CNCR LMT MT� A1113W IMIE ROBUtrWN 01" W� -W WU-WC MAA/ROM MAIL p T WIM-A M A11TALL0 FOR 4U PLIK .)psis AIA F"w= 7. 0VLW-VCAYAM" IS WfWRfII FM UWJTJM 9-0,N MOW W *QKRtSO, MMM SEE *OAR-UCA-110. 1.01-C ON S.Ul 60. -071: W rotloitwo; vl:�TkES Omj� SHEET UnT MPC �STRXTED PHASE AAIHQUCH "M N PHASE Ll 00 k rHe Ti~ARY UFT STA1104 (I S]. THE FORGE QmRi mow W Lrr STAuk TO w 17• ME AAMW SEWER ON WM i CVH IS - w 23). ALSO. r"' MTM UK �Qwr Co SCS ro TK WAT"t r— -VST et �-�Fw . �u " 4cii#c 0Iq ME P0.4 REQU Ku FOR rME "MR TREArKNI FAcRm 'j- r op srm r ?24 ■ 5 rn, 4 LO 73'• \-,L 7 (X 2 LOT",78 �7 7' E. mom I': gift" YN 40 w "I LOT FAIR 45 m1makso!—.1 MUM J, J, Z 77 ig 11 10 i n "I I , \\I- k - 8�� E 160 dy".- 67 ti LMIRs r6fl Iq 11 MASTEP UMfTY PLAN W TE GQ RaZ RANCH PMA KEYVAP LEGEND PROPOM [Lj.CmC.-Z;Z APD CABLE kPHiC SCALE PROPOSED srg* "VE - 6, sm-M PROP rofta — RAW 44. UAN PROP KA" SMKcc t 01 113T A RaZA-It '4w -sm-mv PROPOSED UTE P4YE FIRE NTDR—T ASV-4ftir R`� '"21" ��' ARI TELV%KIREfcAAu Pmw� FROM= rcm � —mzl PROPMED MMM mu3uO x; vA r aO A ■ 12 -VLM EV Q WWI 7a m 3 �ws j N imm" E I 51,I"l r� SO 3 ww_- I. + WATER AW $CNCR LMT MT� A1113W IMIE ROBUtrWN 01" W� -W WU-WC MAA/ROM MAIL p T WIM-A M A11TALL0 FOR 4U PLIK .)psis AIA F"w= 7. 0VLW-VCAYAM" IS WfWRfII FM UWJTJM 9-0,N MOW W *QKRtSO, MMM SEE *OAR-UCA-110. 1.01-C ON S.Ul 60. -071: W rotloitwo; vl:�TkES Omj� SHEET UnT MPC �STRXTED PHASE AAIHQUCH "M N PHASE Ll 00 k rHe Ti~ARY UFT STA1104 (I S]. THE FORGE QmRi mow W Lrr STAuk TO w 17• ME AAMW SEWER ON WM i CVH IS - w 23). ALSO. r"' MTM UK �Qwr Co SCS ro TK WAT"t r— -VST et �-�Fw . �u " 4cii#c 0Iq ME P0.4 REQU Ku FOR rME "MR TREArKNI FAcRm 'j- r op srm r ?24 ■ 5 rn, 4 LO 73'• \-,L 7 (X 2 LOT",78 �7 7' E. mom I': gift" YN 40 w "I LOT FAIR 45 m1makso!—.1 MUM J, J, Z 77 ig 11 10 i n "I I , \\I- k - 8�� E 160 dy".- 67 ti LMIRs r6fl Iq 11 MASTEP UMfTY PLAN W TE GQ III p 3-4' V-� r0Q AA- "TEa Cb -,Q �— 1--.1 —T E "VA 119EATWAT RlAIIT ---.. ................ . . . ........... [XC XT WWI 417& 15�34 ... ............... ....... - - - - - - ....... . .............. ........ ------------ - moo rokm rAw 11 ........ ....... - ..... PRWRAW a TER IUH PROP NATER SOV KE .......... — •------ 154 LF. 4, OR ..... . ...... . . .. . ........ .... 9 PfPDPQ5tj) WTE rµ LE L: wept/ ME -1 MT AMDIKI . . .................... . . ............... .. ........ LOT 35 . Mi PRCPos;m amCE wAo MA ouf wWOIAr O T 5, F mDPO%D SEWER —40LE ........................ .... . . ----- - --- - --- — .................... — .......... .......... �'YVKVCZ E -Q-NAYUNt PRoposlo cdcT,� Inju"me ANP GAft[ ---.. ................ . . . ........... T 164 417& 15�34 ... fi'iv MATCH TO SHEET 49 U. ----- ------ . ..... ---------- ............. -_-...,._........g. Laz_.az_-....-.-.-........_.._.. ...................... A— ----- wx OETr ------ ------------------- —­___ ... -... ... ------------- ------------- LOT M4 ...... . .............«...._...---......__.._.... --- ...... LOT 41 mm op LOU li-, -Q- PONT. . ........... ..... ............ ............ . .... . ...... T �t VAULT .. . ............. . .......... ........... ........ . . ...... . ...... . ..... ...... :ii . . . ...... le VALVE AR& AS3W1 Y C 13277.17 4 P447XIM E 7,37ma . .............. - -r.--------._ ._._—.........-.,..__._...»»................... - LOT 22 . .................. .......... . . .............................. -- - - — ------- --IXT-57 ........... -- -- - — - — -- ------------ ----------- .... . . .. . ..... — ........ . . . ........ ........ ----------- -------- MEW. ....... . . . . ...... ... ............. ........ --------- ------------ ........... . ... . . .... . ....LOT 38 . . .... . .. . ...... . . ...... L07 32 N q'ONn ------- - -- . . . ............. . AVVair-------- ' IT LOT 37 m I ------ — --------- --------- - --- - --- .......... .... .......... ------- .. ..... ... ....... ............................... ............ . .. .. . . .. .... .... .... . . ......... . MIN ............. — .-- ... . .... LOT 28 .................. -- ....... NOTE STUB rcm P9�@IE ME ftKIRrFHW M�TAWF ... ......... ...... PDC or -r RNF@ ............................... .............. . .............. GRAPHIC SCALE -Q-NAYUNt PRoposlo cdcT,� Inju"me ANP GAft[ ---.. ................ . . . ........... ...... ....... . .... . ....... ........... LOT 34 ... ............... ....... - - - - - - ....... . .............. ........ ------------ - moo rokm rAw 11 ........ ....... - ..... PRWRAW a TER IUH PROP NATER SOV KE .......... — •------ ..._................Vie ..... . ...... . . .. . ........ .... 9 PfPDPQ5tj) WTE rµ LE L: wept/ ME -1 MT AMDIKI . . .................... . . ............... .. ........ LOT 35 . PINDPOSED alcT W.6r .6 lEii DK/CA@PLE PEDESTAL PRCPos;m amCE wAo MA ouf wWOIAr . . ....... mDPO%D SEWER —40LE ........................ .... . . ----- - --- - --- — .................... — .......... .......... �'YVKVCZ -V -- ------- - -- ..... . ......... .. .... ---------- -- . ........ -- ------- --------- - .... . ....... . .......... --------- ............ ­.­­ . ......... LOT 61 I .......... ............ ....... LOT 25 ..... .............. ------....... ........ Q[ T4 RiIFLA1E .. ............ nmE �i ��y ......... .. . ....... E .................. - LOT 62 ss -- ------- ...... Fw-W UKARAUX-..., ................ ... --------- .... . ........ ..... KAND 4 ----------- "0'.00 r ... -,sm- ...... .................. - T-26 --- — -- . ...... . tG . ... ..... ... ..... ... ..... .. . N 1� E ................. .... 2!]: �oru .-----`-'• — — ------------ wmut A. SE;Zr LmEs �T� THE mow-tru" DITCH, Sm� mw �-Wc, OR APPROIED E*JU. �T WSTR�M PNST�= fr FOR AyL Pot JpNTs Am flTTw= 1W f1 sa�I0.03 ---------- . . ..... co OKM-EXCAWATIW M REWIND 100 UtUTES V40� BELOW AWRr" MT04. SEE ..........................._-....•.-----------•••• --- . m '00-0C*VATHW fASLE' ON SHEET $0. LEGEND ............. — .-- ... . .... LOT 28 .................. -- ....... NOTE STUB rcm P9�@IE ME ftKIRrFHW M�TAWF ... ......... ...... PDC or -r RNF@ ............................... .............. . .............. GRAPHIC SCALE ,R= RANC14 PJJ.0. KE-fUokP MASTER V17L[TY PLAN i -Q-NAYUNt PRoposlo cdcT,� Inju"me ANP GAft[ PR9 10• DLICW —E ISRNH—E PROP V WtTLE ft0m "MR mWosma SERER ME - Y• � -15 moo rokm rAw PRWRAW a TER IUH PROP NATER SOV KE AA RmfAm VMA s Cmw� PfPDPQ5tj) WTE rµ LE wept/ ME -1 MT AMDIKI PINDPOSED alcT W.6r .6 lEii DK/CA@PLE PEDESTAL PRCPos;m amCE wAo MA ouf wWOIAr mDPO%D SEWER —40LE ,R= RANC14 PJJ.0. KE-fUokP MASTER V17L[TY PLAN i �" r! a+ s�c��--.�`-•, --mac.----• 1+ 1 t �4 E 4 } 4 k 4 1 ff Rm l p+bl 01K19d Ti S[rRy1C PdG. u-rur, s; n,' -, V; mpaj�c) MAN To �o E. FW HYD�T �� Asmar ` M 1v tom E 1l1}q yS E � S y �y kk k E k ",;kk •"`k4 L(�T rr7- 1 � , 4S `, `` ,, � \11, • 11 I • i4 tL ,; T"+M1 ;, ♦t F %y Aw 4k t S 5 y4 4 L i L7 4, ! a �� i E • 4 4 4 s 4 •4 •4 'Y 1 •, � k r t 'a � E 4 • � 4S � � a ♦ 4 I4 •4 L'4 4 th R4 • OS a� a i��tS s t 1 4 � 1 k k 1 LT a S E 61 C} 4 4 E t E lk '\ k S s 1 k i •4 4 4 h t M1'a ' )Tt�48L�� r - ' t � � �y �k :4 ` 'v3 y •k E4 �4. � 4 S �c � E5,_ a S x 4♦ a 44 ROAD M 'I ; t a L'. zvL `tk 4. k 4 � \. d• jil 4 a L kN - `y y M 4 4 y l k LGAT � Lfl,T `'¢3 k y , a l b t 1 4 \ 4 1 E 'O.11i S � v � E♦ \ \ 4 f L I /� k 1� t ev TE[ VM > y t l S k ♦ l i S � 4 S � \ s4 s s a ! ;L �� \ i ♦ ti4 4 4 i � k'k ak s S •' yi, 1 4 \ T 4 ks i 4 \ A i a ! E• L � 3 � 4 k as l i 4. 4 • h t e, EM1 Lt T"J 6 y 3y \k \ 4 � y4 ♦ '•y � s g l ,� s4 \ � 44 `^ � 4k 4 44 * �- k k 4 k ; 4" `, \, .4 \. 4%t �♦ � ♦ k 4 '� \ 's � � i yi 4 y4 \ 3 4 4 4 \ � y 3 4 \ ♦ 4, i 4 k L 1 1 \ y �4[] y 4; Y 7\421 ' k\ 4 \ k s \ '\ t �E l •;, 4' L' 0 T y 7 \ 4 y `; 4 `•e 4 rt � �v t h_ � .t }b L! M1 � M1 . i 4 -, 4 •'... 4 k : 4 T441 ?k \ L, Ty5 ka L GRAPHIC SCALE jlid rm I 1 h . 00 It Wa $` O 7 31 S m 1 W w P -,A, sk 4 %E; 4.4• 1a ` iy Ji y 4 � 4 ' x• s l 4" - 4 4 4 4 k LL6-T 7 k ` `• t k. y 1,�k -%-% .' 1 •.11 c.r. `t'y t .y ' • •� 4� y hk ya s� i 5 4�w 8 \ 4 �. - '\S % '�♦ -'t : �-:.... "iLi Q ; / •� '� � 54:4 t Y a 4 4 e • Av^ Lo ; Y v M1♦ E i t; k \ yLj) T',1 4, `y y� e4- ' 4l 4 S s : N 1 �4 ' ls. r r� 4- :4 4 ..,fie k 4E s vk �i M1k Ei �L y \ rt. ;•.. L k 4 -4 •:k 4 ■ •tis M1• � y •4y 4k 4 44 �'y 4ti L�\ � � `� � �4 ti� �y - � .�.k , �z 4R M1k ,y 4 's -4 k 4. s• a a s' \ 4 -., a �f N, \ F4Iry k ; yy k \ E4L 4Y 'y� S 1 ti k ,k -k •'4 4 l._ 4 4 4._4 4k 1.4; 4, 4 ''a 1 i• �4 M ;LLA 1 1? 4 LRT yV L'QT'1.5 E' =4 k L4QT 4,1 3 . 4a -y a •S k � � 4 1 a t[ � 4 "y 4. 4. 4. 4 `. 4: \ kii s♦ 4 •k a 4 4. ~s \ i M1 z� y \ �.t 4 L 4\ k � � 4 S S 'k a ♦ � � a •. 4 � LEGEND c+� �IVRv G ajCf$1G WALPMPNE AW CME E PRMC= CA$ APC —M r—N V— PRM 10e R/CTIIE PDX WAMR WAR -w •--•R vr—. rr Mi Ir MC11I.E WN "TO IA. P11�= 27 E PIE - A• SGA -SS PROP 'mm YAH —� — — Mop WAN —Tm "AN —�— PRM WER SURCE A RELEASE vA K ASSL-ft, M PIIMOCip GATE v E i AM IRE XTMR A53L1 l "&V= ELECIMC V mT 4 TCLEP110XE/CA1LC P=STAL P110PQ= SAKE WH XAMOLU RLAMp1T PRO"= !r;WD VANNGa MASTER lJ7 UTY PLAN i PROJECT M6. �042.05 -: -- i9 ❑F 30 x 4♦ a 44 ROAD M 'I ; t a L'. zvL `tk 4. k 4 � \. d• jil 4 a L kN - `y y M 4 4 y l k LGAT � Lfl,T `'¢3 k y , a l b t 1 4 \ 4 1 E 'O.11i S � v � E♦ \ \ 4 f L I /� k 1� t ev TE[ VM > y t l S k ♦ l i S � 4 S � \ s4 s s a ! ;L �� \ i ♦ ti4 4 4 i � k'k ak s S •' yi, 1 4 \ T 4 ks i 4 \ A i a ! E• L � 3 � 4 k as l i 4. 4 • h t e, EM1 Lt T"J 6 y 3y \k \ 4 � y4 ♦ '•y � s g l ,� s4 \ � 44 `^ � 4k 4 44 * �- k k 4 k ; 4" `, \, .4 \. 4%t �♦ � ♦ k 4 '� \ 's � � i yi 4 y4 \ 3 4 4 4 \ � y 3 4 \ ♦ 4, i 4 k L 1 1 \ y �4[] y 4; Y 7\421 ' k\ 4 \ k s \ '\ t �E l •;, 4' L' 0 T y 7 \ 4 y `; 4 `•e 4 rt � �v t h_ � .t }b L! M1 � M1 . i 4 -, 4 •'... 4 k : 4 T441 ?k \ L, Ty5 ka L GRAPHIC SCALE jlid rm I 1 h . 00 It Wa $` O 7 31 S m 1 W w P -,A, sk 4 %E; 4.4• 1a ` iy Ji y 4 � 4 ' x• s l 4" - 4 4 4 4 k LL6-T 7 k ` `• t k. y 1,�k -%-% .' 1 •.11 c.r. `t'y t .y ' • •� 4� y hk ya s� i 5 4�w 8 \ 4 �. - '\S % '�♦ -'t : �-:.... "iLi Q ; / •� '� � 54:4 t Y a 4 4 e • Av^ Lo ; Y v M1♦ E i t; k \ yLj) T',1 4, `y y� e4- ' 4l 4 S s : N 1 �4 ' ls. r r� 4- :4 4 ..,fie k 4E s vk �i M1k Ei �L y \ rt. ;•.. L k 4 -4 •:k 4 ■ •tis M1• � y •4y 4k 4 44 �'y 4ti L�\ � � `� � �4 ti� �y - � .�.k , �z 4R M1k ,y 4 's -4 k 4. s• a a s' \ 4 -., a �f N, \ F4Iry k ; yy k \ E4L 4Y 'y� S 1 ti k ,k -k •'4 4 l._ 4 4 4._4 4k 1.4; 4, 4 ''a 1 i• �4 M ;LLA 1 1? 4 LRT yV L'QT'1.5 E' =4 k L4QT 4,1 3 . 4a -y a •S k � � 4 1 a t[ � 4 "y 4. 4. 4. 4 `. 4: \ kii s♦ 4 •k a 4 4. ~s \ i M1 z� y \ �.t 4 L 4\ k � � 4 S S 'k a ♦ � � a •. 4 � LEGEND c+� �IVRv G ajCf$1G WALPMPNE AW CME E PRMC= CA$ APC —M r—N V— PRM 10e R/CTIIE PDX WAMR WAR -w •--•R vr—. rr Mi Ir MC11I.E WN "TO IA. P11�= 27 E PIE - A• SGA -SS PROP 'mm YAH —� — — Mop WAN —Tm "AN —�— PRM WER SURCE A RELEASE vA K ASSL-ft, M PIIMOCip GATE v E i AM IRE XTMR A53L1 l "&V= ELECIMC V mT 4 TCLEP110XE/CA1LC P=STAL P110PQ= SAKE WH XAMOLU RLAMp1T PRO"= !r;WD VANNGa MASTER lJ7 UTY PLAN i PROJECT M6. �042.05 -: -- i9 ❑F 30 MASTER lJ7 UTY PLAN i PROJECT M6. �042.05 -: -- i9 ❑F 30 7 GRAPHIC SCALE "K Rmcm P.V.Q. KEWAP LEGBD pwom PROM" LP4 —n— pwmm r SIR 36 SERER a f -f- PROPOSED SEER FMM .— PROPOSED SEWER .- HOLE ALN PF�S�D FURce MA .4 -OLE PROPOSED RSPMALI GRAPHIC SCALE "K Rmcm P.V.Q. KEWAP w Z Jo -1 (9 (L :E z PRD,ECT NO. 1.00 2.00 3-00 4-00 5.00 6.66 7-00 8.00 9-00 10.00 tl.00 12-00 la,ft 14,00 15.OD Lb -DQ SEWER UNE PROFILE - MAIN RUN UR I - MA 6 51EET 50 STAT*" 6 u04C SVFADR MmTERLPIE SEWER LINE PLAN and PROFILELY 80 14 a Ira L, sato ir ...............IRR .............. ............... a, I .... ............... 1— ........... .... ....... ............... .......... ... ... ... ............... ... ..................................... ........ ...... ............... ----------- — -- ............... ............. ............. ........ ......... ................ .............. .............. ............... .. .............. ..... . . . ............. ............. ... ........... ...... ........... . ..... sit W AM6 Mi- sora ......... ............. ................. ...... J— ............. . ............... ............ .......... — ............... ............... ........... ................. 1---. ........... .... ........ — .... ......... ...... .... ....... .... ..... .. ..... .. ..... ...... .. ..... .............. ... ....... .............. ...... . ...... ------ — ------ .... ...................... .......... i ... ......... . ..... ....... ..PA% SM . . .......... — 35 2% LF. i Llax a' *0 u w Z Jo -1 (9 (L :E z PRD,ECT NO. 1.00 2.00 3-00 4-00 5.00 6.66 7-00 8.00 9-00 10.00 tl.00 12-00 la,ft 14,00 15.OD Lb -DQ SEWER UNE PROFILE - MAIN RUN UR I - MA 6 51EET 50 STAT*" 6 u04C SVFADR MmTERLPIE SEWER LINE PLAN and PROFILELY 80 LECE0 PwPU mo&D Kum P;IoPosm Pftwuft L't —n— PROPOSED Ir MR M WWV, qPE FA— PRwom %.m FORCE -a PRWsm sf-m -m F0.E PROPOSED FCHM — — mOLE 05 MOPOSED AWMAT Ra'A RA"CH P.V.D. KETMAF cv 05 w z D PROJECT ry0. me ............ . . . - - - - - - - - - - - - - ....... . . . . .............. ry ............. ....... ................ ............... ....... ....... .......... .......... ... — ..... — ....... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ . . . . . . . . . . . . . . . . . . . . . . . . .................... t0 ru w JmM: LU CL, aw #1 gaz JO Z -.,m . .. ................ ....... — ....... —.+. .............. - - ----------- ........... ........... .. . ...........LA ............. ............ .......... .... .... ------ ... .......------------- ....... ...... ... ........ ... .......... ........... ............. .... dow I a t CUL YMY on i t84 L4 I got mftl 2*8 LF, L MR m: X3 LF. 41i O, d6 cv 05 w z D PROJECT ry0. 17-00 Is -DO 19-00 20-0 $1.00 22-00 27-00 24100 25,00 26.00 27.00 26-00 29.00 so -DO 31.00 SEWER UNE PROFLE - MAIN RLR4 M.H. 6 - UR 12 F--Ecl- STA� is &Duc � ctwflmuw SEWER LINE PLAN and PROFILE I 4�F 9 0 I w I N. I ;kN411k. .4-Y. . . ........ 4t rz ---- ------ .�7 -�7 - .... .... .. A rn LFT SFA "ON C 1UR147 sU OrL wT. NDTE- I - ROAD "M' TO BE CONSTRUCT ED OLR I NO PHASE Z. 2- SEVOERL NNE 64AIN RL1N mm. 12 TO 4. N. 17 MUST BE GRAPHIC SCALE CONSTRUCTE0 DMING "A.SE 1. Di rExT 1-t - 30 ,-Nb.t S-1. L' - 17 ROM RMCM P.W,D. KEYM" -- - ------------------------- '4000SEP Rov f4o.m. ............... PRO'NED Pk"Lr4c —%x ncpM. IDR m SEWM mpc ............... .............. MWOSM 5CWR FMtCE MAIN ...... t ....... - ...... pw*5m W-NNm MI NIIE t ......................... t ............ -M HOLE ............... ............... ........... ROM RMCM P.W,D. KEYM" -- - ------------------------- ................. ............. . ............... ---- - - ......-•--_-... --- - ------ ... ................................. ............... .............. ...... .. ...... t ....... - ...... ......... ................ t ......................... t ............ .......... .. ............... ............... ........... ............... .................. ii ........ ........... t r,7 -V '7 zs lit ............... ......... ... . ....... .......... .... ........... ................... . .......... ............... . ............... ............... ......... . . ..... . .. ........ . ...... ..... . ....... - ...... ....... ......... ...... . ......... .... ................ ..... .......... ................ .................. ........... - - E 347 LF - 0 Qddx r 5OR Z 4N f 774 LF, SDR 33 teo Je.uu ii-uu J.'Llu jz.•Vv Jd.ug 39+00 40-09 Z.00 4e.00 43,00 44-00 45.00 46'. w U, z 0 m i SEWER UNE PROF LE - MAIN RUN M.H. 12 - MFt 17 STA1..� s k� SAyEP �� SEWER UNE PLAN and PROFILE SHEET s2 . r ��F±G`3� _ xL`f•JeuAi � Y�Ii � +�:.- .1� �. � _- �.�- -...- ..� � ... • r,�,�.� ::�,a� � � .,� I � • �.- '��;, —595 I n a w+ �6yl k• a_b.��� 1r= r� y z r • �}/ 9X •`! �` ./" •�: .FLA .f.: ~ N gµ0.41 ._-. _ ■ _ _ .rUn 1 `7 K LM'JPJ'r N E ,t23l.M .. �} . £ ,0.1 4 PRpvO•,(p PRpoEk rr � .-........� . " �.-.ice •- � - PROPOS(p SMIx FORM( uur, OPRa =O 2WWR Nw, -C R gpv G rMa YNN Rm "a PROPOSM A$Pr T nim A r - _ -. -•'•� `�'�'� -.i- .�-.�+ - •• .-ice. r� �F' ;: }£-'K:+ � .. _ _ �r�. - - .. �� -... NOTE: ,- FORCE MAIN MUST BE CONS TRUCT E9 DLRING PHASE 1, 2- ROAD -A- TO Be CONSTRICTED DURING PKASE 2. 3- ROAD 'G' TO 9E CONSTRUCTED DVR ING PKASE 3. 4. GRAVI Ty SEWERL I HE TO BE CONSTRUCTED Ok,R ING PHASE 1, SEWER UNE PROFILE NOT REQUIRED J GRAPHIC SCALE I Lara .—. + .l - . 10, BOSE RAMGN P.MD. KETMAR �. PWPO= ROAD A.0— PRpvO•,(p PRpoEk rr � �i Si .--- PROPp•„@ 6 s pf PROPOS(p SMIx FORM( uur, OPRa =O 2WWR Nw, -C R gpv G rMa YNN Rm "a PROPOSM A$Pr T SEWER LINE PLAN PROJECT HQ - 9764205 SHEET 53 pP ao 2 -DO 1,00 SEWER LOVE 'A' STABOw* 13 nOmO WwR CEmTUkp*E L�T 146 �� Cal: LGT 1445 Of 1/43: -7 7 A LOT 'LIIT 141 P iggi GRAPHIC SCALE '/v l S k k, - lar I ------------------ -LILACK.A.D.J I Ir W 35 M1 APE r- PRaPcr.(L C.o rmc w MM71— VWN w'1 RCIE � -o 5w .,Cc 6+00 1,00 5-00 5-00 -00 SEWER UNE 'S' S-.Afl� is ��G V� Q!Wraq�x SjAnv g U n.3 r U r acro R T TO L17r AZfV diF-- ROM RMCM P.U.D. KEYMW Y :3 o IMMOT NO, MaW SIiXT SEWER LINE PLAN and fflOFLE 11 F I 1�1 VIC T! .......... ............... ........................................... .. .............. ...... ...... ............... ........... . ...... .1 .. ....... . ..... W20 i t t L2T5 i Ll PA no .,Cc 6+00 1,00 5-00 5-00 -00 SEWER UNE 'S' S-.Afl� is ��G V� Q!Wraq�x SjAnv g U n.3 r U r acro R T TO L17r AZfV diF-- ROM RMCM P.U.D. KEYMW Y :3 o IMMOT NO, MaW SIiXT SEWER LINE PLAN and fflOFLE 11 F I 1�1 GRAPHIC SCALE SEWER LINE '0' STAT.C." IS ftD.0 !Ew, CMTEft.K 5, To" ft r� Mow rs fum ww Ta LE" -toft= ° % 4 of Im °ROP05W Ir MR 35 SEEM NK L�lash - so rL APP� �M ,.& zor SE'No .— -OLE SEWER LINE '0' STAT.C." IS ftD.0 !Ew, CMTEft.K 5, To" ft r� Mow rs fum ww Ta LE" -toft= ° % 4 Im °ROP05W Ir MR 35 SEEM NK A95 -ml APP� �M OMMOMO SE'No .— -OLE PROFa ° WSLD AW�ALT .......... . .............................. ........................... . ............ ............... .... . ........................ .............. . ......... ..... ... ......... . . . . . . . .......... . . ............ ... ... .......... ... .......... .. . ...... .......... ii J5 I FOSsr OWEe iow 22 ffl.x ...... .............. ... ............ ............... .............. ............... ............... ............... ...... ....... ........ .......... ....... ........... ............... ............i 60M iijiijiij 0, CA OUNO PROME gms 4L, Act, A I's A, ..... .................. ............. .............. ............... .. ......... ... ......... ........... ............... I ................................................................. .... . ............... .......... .. ........... ................ ....... t E+C z SEWER LINE '0' STAT.C." IS ftD.0 !Ew, CMTEft.K 5, To" ft r� Mow rs fum ww Ta LE" -toft= ° I -W 2-00 '.00 SEWER LINE 'C' ROM RANCH P.U.C. KEYWAP PROP05CMD Tr UK Im °ROP05W Ir MR 35 SEEM NK A95 -ml APP� �M OMMOMO SE'No .— -OLE vw 05 PROFa ° WSLD AW�ALT `EEt / jag'I ... ............ .............. ............ .............. J5 I -W 2-00 '.00 SEWER LINE 'C' ROM RANCH P.U.C. KEYWAP VId 11�,- a. PROP05CMD Tr UK Im °ROP05W Ir MR 35 SEEM NK —F— aR Omp SEWDI rORCE 0.0 OMMOMO SE'No .— -OLE P V.O= ruea km" om ° WSLD AW�ALT VId 11�,- a. i GRAPHIC SCALE LO i IN ►RT 1 1 ae SO K � aloulo eMxffEE PAOAosm e.aiaa Q� r,19L oRwE 1 mane rir ROSE RMCM P.U.O. NEYMAP f P..t, I I SEWER LINE 'E' SlAtglwlG i5 SinER C L MC — — PROPOSm vOM x.0.w. T OF fR[lu Alda m �ErT Sr.nn..c w >� PPROF"rs M enecoLnEv PxoPckir urlt u nRoo�v C sax u s[.Ex PwE SEWER LINE PLAN and PROFILEEET PROPOSCO sEWO ttRCI uwl OPROPO= SELLER wm MOLE �} G Opamb TORa .0 -M MOLE MCPOO= ApPM T ROSE RMCM P.U.O. NEYMAP f P..t, I I SEWER LINE 'E' SlAtglwlG i5 SinER C L MC T OF fR[lu Alda m �ErT Sr.nn..c w >� PPROF"rs M PROJECT Ha. 9704206 SEWER LINE PLAN and PROFILEEET SH 58 0 PROPOSED PROPERTY LOK "OPOM e MR 35 SrwA P c PROPOSED SEKR YAM OULE .0a GRAPHIC SCALE I---------------- %6Yyl 3—w: 1' -4 IN.4 - W m N*TE: I ROAD -J" TO BE CON13TRWTED DVR INC PHASE 3. 2 SEWERL I NE ' P ' WST BE ODNSTRUC TEO OtA I NG PHASE T. APPNPW aftam -i �ptOL916 PRCCU V" FL ........... . ......-...........-...-.-.....--....+............. N - .... .............. ................. ...... ......... ............... ............... %ow V "WOOD I I IQC* -low Mr._ cn .. ............ .. .... ... . � 7f WIrn7 88.E At k 2. Qa A. 7 % >....». ............... ............... . . ............. ........ . .... ........... ............. ................. .. ................. -. .4 . ....... 0 PROPOSED PROPERTY LOK "OPOM e MR 35 SrwA P c PROPOSED SEKR YAM OULE .0a GRAPHIC SCALE I---------------- %6Yyl 3—w: 1' -4 IN.4 - W m N*TE: I ROAD -J" TO BE CON13TRWTED DVR INC PHASE 3. 2 SEWERL I NE ' P ' WST BE ODNSTRUC TEO OtA I NG PHASE T. APPNPW aftam -i �ptOL916 PRCCU SEWER UNE T STAT"MCS 40MC WNW`M� Cf STAP� m MS PboFU IS. iROE1 I m LLrT V— J,00 2,00 1+00 PRQJECT NO. SEWER LINE PLAN and PROFILE I CF as FL ........... . ......-...........-...-.-.....--....+............. N - .... .............. ................. ...... ......... ............... ............... %ow "WOOD I I IQC* Mr._ � 7f WIrn7 88.E At 2. Qa >....». ............... ............... . . ............. ........ . .... ........... ............. ................. .. ................. -. .4 . ....... ............................ — 5940 AS SEWER UNE T STAT"MCS 40MC WNW`M� Cf STAP� m MS PboFU IS. iROE1 I m LLrT V— J,00 2,00 1+00 PRQJECT NO. SEWER LINE PLAN and PROFILE I CF as Ir Riw vATUU LRs r6 VT. WTN; YALYiS I `ip �.T xx' AR1M NTME I 4-><1r ELRW 7 oar ,.:iludm to-IKCS amouIT- .IML !DYER L' Ir SETTLING P❑ND WET WELL PLAN VIEW SCALE lin = 5Ft ]R• . AO' v&mr pmR At NN.YCACTURCp �c,TT�s o'uF w.DIXTCn'C. eEaYL. rS K RAIL R T . S CIFWM RT KWXACTIACR MAID El TOR SINCE GIRT[ MEWT KmMtt[D tMtMtC w EE RABR«� —CLE .m rs "wyCKT D 11 C coK - RPRRO DER Iw-m IPNTEL CICNA ]6' K 60' LOGCABLE VAULT DOOR AS W wIR CODER Wp�R �E%CAYATCfI n. FERIAE !0 95% ITR. SrC KT R SYR �r� SLIDE RAIL BRACKET ns SPECIFIED By MANUFACTURER a�T0�RE4rlift PRECAST REINFORCED CONCRETE HAMbLE BARREL ftpa[ .eeeREv ✓ RNC* I•A'E - oCC- YKVC Rplr w Mw R[ tr 1V �• ELEYATm . 9f74/x /f[ t 1 ebrw . cvcarTr +rrNdL YS[ Q 0.S' NEOCWZCR CUIrnETE IUNHKE RAS[ S T-Vtft C [' KILIIG AI TCRIaL' 1-ur GRA R LmPKTCO SYiCRS[RF RAr AIRY Rat �TE1 IrSNP^ 4H 5 TNM. aR_RS r.RUr N y T, a rory y�M C VIFI TD n% �nRlnra .ircTpt xllslrr crny�n, w.v.N:I .. E�a.� A as�auE wr< EOIIAL. RUBBER 0 -RING GASKETS MAY IF SETTLING P❑ND WET WELL ELEVATION SCALE lin = 5Ft 12'CSP FROM RORLRTSIGN BuISETTLlumING PCOM] INLET ELEVATION SCALE lin = 4f t RIVER INTAKE/WET WELL PLAN VIEW SCALE lin = lUt RIVER INTAKE/WET WELL ELEVATION SCALE lin = 1OFt It -INCH DIAMETER DIP 6' 9E DDIHG MATERIAL' SUBMERSIBLE PUMP SLIDE RAIL MOUNTED .t Z00ppn ¢rW BO T.8}U I-ll2' MNI"US GRAVEL COMPACTED GQILm MINA bOCL R NaIRMftC. x OWN. TO 95x "aQIFtED PROCTOR DENS ITT SWIM 1 LONELESS 1P 111T .11 SLUICE CATS RIVER WET WELL ELEVATI❑N SCALE lin = 4Ft PCNA, PLOP BO% AS SPE PIMP CONTROLS CWDUIT- PIBNPS POWER CONDUI B•BLIND FLANGE 9" B'RB'%4• TEE Q'x0'x8• TEE S'%(I'%4• TEE TRAHSTORHTER SBY OTHER) 4'x90• ELBOV 4'x22' ELBOW GATE VALVES B' RAV WAFER I' Pump CONFROL rONDUIT LIRE TO YTP TO WTP RIVER WET WELL PLAN VIEW SCALE lin = 4 F t WATER EDGE AS OF 9/11198 JOffSOH VOP STAINLESS STEEL 106 -SLOT INTAKE SCREEN A SLOT FOR THE Qli •; t1 r"L V� A[R BMKVASH NAMlIi OLD CONSISTING A 2' PVC AIR SL y PIPE AND i -I/2' PREFORATEMI14'h.A-M PVC PIPE LOCATED o 6' CCHTCRSTHE WIDTH OF THE INTAKE SrRUC T ORE -13f PROVIDE NOW& TO ASSIST IN THE PLACEMENT AND RE KOVAL Of THESCREEN PLACED AS REQUIRED BY FABRICATOR 2• UNION 2• VC SCHEDULE IM AIR SUPPLY LINE RIVER INTAKE STRUCTURE PLAN VIEW SCALE tin = 2ft BRACKLD TO THE INTAKE BOX RIVER INTAKE STRUCTURE ELEVATI❑N SCALE lin = 1Ft ]6' K 60' LOGCABLE VAULT DOOR AS MANUFACTURED 91 THE 01LC6 COMPANY OR APPROVED EQUAL, CAST INTO FLAT MANHOLE COVER ' SLIDE RAIL BRACKET ns SPECIFIED By MANUFACTURER HANDWHEEL FOR SLUICE GATE PRECAST REINFORCED CONCRETE HAMbLE BARREL TOP ELEVATION 5921 ­ eAi� r 610 KANROLE RT CASr \ IN PLACE LADDER T AL' MANHOLE JOINTS TO 8E SEALED HIT"A_,NEfR - HATWACTUREO BY K -T. SWDER COKPAW ED EOIIAL. RUBBER 0 -RING GASKETS MAY IF APPROVED BY TER. u ND u pNTR64 CO"DUII Rr TO VTP BACKWASH AIR S 6' NOL COVER .I AIR COMPRESS6D' iDDY, :LOOD E `U •�+ GATE VALVE L VALVE BOX SEE DETAIL THIS SHEET �f El, TED MATERIAL TO - BE REtLALEQ ! 73% STD. i' RESER PIPE r/ CI[LI( VALVE USI PROCTOR DEMSITY Z SLIDE RAIL SYSTEM R/PITLESS ADAPTER MOUNTED AS SPEC]FICD BY KANUTACTURER 6' DIA, KMHDLE BASC VATER SUPPLY PIPE NTAKE SEE DETAIL THIS SHEET PRECAST REINrDKED CONCRETE KAMOLE BASE OR REINFORCED CONCRETE WWNgE BASE CAST -IN-PLACE SLOPE A059Tt/Fi. BOTT@I R HANHOL-E ELEVATION . 5903Ft It -INCH DIAMETER DIP 6' 9E DDIHG MATERIAL' SUBMERSIBLE PUMP SLIDE RAIL MOUNTED .t Z00ppn ¢rW BO T.8}U I-ll2' MNI"US GRAVEL COMPACTED GQILm MINA bOCL R NaIRMftC. x OWN. TO 95x "aQIFtED PROCTOR DENS ITT SWIM 1 LONELESS 1P 111T .11 SLUICE CATS RIVER WET WELL ELEVATI❑N SCALE lin = 4Ft PCNA, PLOP BO% AS SPE PIMP CONTROLS CWDUIT- PIBNPS POWER CONDUI B•BLIND FLANGE 9" B'RB'%4• TEE Q'x0'x8• TEE S'%(I'%4• TEE TRAHSTORHTER SBY OTHER) 4'x90• ELBOV 4'x22' ELBOW GATE VALVES B' RAV WAFER I' Pump CONFROL rONDUIT LIRE TO YTP TO WTP RIVER WET WELL PLAN VIEW SCALE lin = 4 F t WATER EDGE AS OF 9/11198 JOffSOH VOP STAINLESS STEEL 106 -SLOT INTAKE SCREEN A SLOT FOR THE Qli •; t1 r"L V� A[R BMKVASH NAMlIi OLD CONSISTING A 2' PVC AIR SL y PIPE AND i -I/2' PREFORATEMI14'h.A-M PVC PIPE LOCATED o 6' CCHTCRSTHE WIDTH OF THE INTAKE SrRUC T ORE -13f PROVIDE NOW& TO ASSIST IN THE PLACEMENT AND RE KOVAL Of THESCREEN PLACED AS REQUIRED BY FABRICATOR 2• UNION 2• VC SCHEDULE IM AIR SUPPLY LINE RIVER INTAKE STRUCTURE PLAN VIEW SCALE tin = 2ft BRACKLD TO THE INTAKE BOX RIVER INTAKE STRUCTURE ELEVATI❑N SCALE lin = 1Ft I i etrlM AS.p SYQu+m ! P•sa.� gnu n�^r rc � 9Fa rrwuar waw I� awvyT waw ala.,,t7 -YPICAL 3A-'-' HALVE ANS 3'OX NOT TO SCALE POND #1 pRDIECT Ppq MTM toM 44CR[r[TE DR PAD oovq 10' »EEE WTE I I I coNc15'RET[c PRCLAST 1 [DNCREI% W[iH 1 / TERV [CE JIATE lo• BACKWAgM EQE� I I I 1 IV tSP INLET— vweTEc oMo wrM POND #2 t�xlE PAe E BACKWASH POND INLET PLAN VIEW SCALE 1 in = 3ft ROBERTSON DITCH DIVERSION PLAN VIEW SCALE lin = 1 Oft BACKWASH POND PLAN VIEW SCALE lin = 1 Oft WA R SURFA 4' BACKWASH POND CROSS SECTION SCALE 1 in = 1 Oft SLIMERCIILE POW SLIDE RAIL MOUNTED V/ 50ppn AND 43' TQN 40uLL5 MODEL 0683 SUDHCF43 SLE EFFLUENT, 3i"OR EGUIV. SMITH AND LOVELESS APPROVEQ ➢Y ENG[hEER 8• .RAV WATER LIME TO VTP µ0 SETTLING POND 90' ELIOV w WHEEL GATS -1 GATE VALVES ,--C1ECK VALVE I PUMP OR GRAVITY WS— TO SAMITARY SE POND #1 � owLrl 3'XP'X2' PRECAST CONCRETE INLET IDK WITH TRASH RACK 3, c -Io N+Eac.+ .� ! 0' RAV WATER STD' 9LO4l LINE FRO" RIVER POWER RSP POvER 11 5955 - 5954 - - S95o 10' V EEL ATE s937 - I T S. sou TRANSFORMER HEMAI POW CONTROL 3l�0 _ - 59J; [BY 071ER1 60% AS SPECIFIED Rl PIP O D #� -595e VCONTRTL Cao WIT FAM rACTURER 3914 TO VTP 5w ROBERTSON DITCH DIVERSION ELEVATION BACKWASH PONDS INTAKE PLAN VIEW SCALE 1 in = 1 Oft SCALE lin = 4ft ZP y ! \ \ 4 \ Go do --RcAV V- DETAIL NOY TO SCALE ROBERTSON DITCH DIVERSION PLAN VIEW SCALE lin = 1 Oft BACKWASH POND PLAN VIEW SCALE lin = 1 Oft WA R SURFA 4' BACKWASH POND CROSS SECTION SCALE 1 in = 1 Oft SLIMERCIILE POW SLIDE RAIL MOUNTED V/ 50ppn AND 43' TQN 40uLL5 MODEL 0683 SUDHCF43 SLE EFFLUENT, 3i"OR EGUIV. SMITH AND LOVELESS APPROVEQ ➢Y ENG[hEER 8• .RAV WATER LIME TO VTP µ0 SETTLING POND 90' ELIOV w WHEEL GATS -1 GATE VALVES ,--C1ECK VALVE I PUMP OR GRAVITY WS— TO SAMITARY SE POND #1 � owLrl 3'XP'X2' PRECAST CONCRETE INLET IDK WITH TRASH RACK 3, c -Io N+Eac.+ .� ! 0' RAV WATER STD' 9LO4l LINE FRO" RIVER POWER RSP POvER 11 5955 - 5954 - - S95o 10' V EEL ATE s937 - I T S. sou TRANSFORMER HEMAI POW CONTROL 3l�0 _ - 59J; [BY 071ER1 60% AS SPECIFIED Rl PIP O D #� -595e VCONTRTL Cao WIT FAM rACTURER 3914 TO VTP 5w ROBERTSON DITCH DIVERSION ELEVATION BACKWASH PONDS INTAKE PLAN VIEW SCALE 1 in = 1 Oft SCALE lin = 4ft - - - --- - A M IS POLYMER STORAGE TANTS I i I TO WASTE — _ _ _ FROM SUMP UNIT NO.1 III --= Aq F i MANUAL INFLUENT AUTOMATIC I I V CLARIFIER AIR j-_ ISOLATION VALVE AIR INLET VALVE FROM AIR BLOWER (TYP,) (TYP•) - AIR & VACUUM RELEASE VALVE 1 INFLUENT L+ ORIFICE PLArE7 AL JM f STORAGE TANK TANK ON 420A (BY CUSTOMER) - SEE FILTER AIR FRCM AIR BLOWER WASTE LATE (TYP, ) UNIT N O.2 MEDIA PROTECT1ONJ �-•� I��+ FLOAT SWITCH -------- P""s�"[. 1.1 S-F-a—_—.—_� LATER ��PHASEHOUDs CLARIFIER DRAIN SEE DETAIL NOTES: AIR dr VACUUM RELEASE VALVE Liquid level controllers operate effluent valves to maintain lb- niter role. Floe[ switches are provided For media cleanConstanting. REDUCTION INFLUENT 6. I FILTER TO WASTE Control circ•..i:s provide for automatic backwash and flush 17, cycles with return to operating service, initiated by time clock, high bres5ure or headlogg, or manual pushbutton. ORIFICE PLATE MEDIA RETAINER— 12. (SEE NOTE 20) TR -210A.2.0 Cu. yds./Tank TR -420A.7.2 Cu, yds./Tank separate equipment list. Pipe spoals, piping and pipe supports, discharge pressure is required to operate pneumatic Optional equipment to suit project requirements is available. Typical process equipment options include; connection fittings, air piping, conduit, wiring and motor i — 10- instnumentotion and automatic control valves. Air compressor SEE NOTE 6 SEE NOTE 6 control center are nal included with standard unit. Major WASTE and reservoir (by Customer} should be sized to prevent c Raw woler turbidity monitoring. d Influent in-line static mixer. equipment and components to be assembled at jobsite, Two level swit=hes (by Customer) should be provided in the clearwell tank used zs the backwash/surface wash source. Low leve{ pump protection switch should open above a water level where the AUTOMATIC '•T w i INFLUENT as 0 = VALVE (IYP, -- Design and :aplicalien features are described in typical 13. _. level is below tris switch. Minimum volume between switch levels should 5e quantity required for ane CoCkwash ❑t maximum water temperature. 20. I N specification sheets, technical data sheet, naw schematic, PLANT INFLUENT I LINE OPTIONAL { WASTE SUMP STATIC MIxER source to filter, to be vented in 20 seconds with differential SEE is for Belo. grode finished water storage- T4 WASTE STORAGE--�LNOTE ..—. 15 _— of appraxirrcn. y 10 PSIG'and be capable of continuously OR DECANT TANK 3. SEE FILTER AIR FRCM AIR BLOWER WASTE LATE (TYP, ) UNIT N O.2 MEDIA PROTECT1ONJ �-•� I��+ FLOAT SWITCH -------- P""s�"[. 1.1 S-F-a—_—.—_� LATER ��PHASEHOUDs CLARIFIER DRAIN SEE DETAIL NOTES: yLq� 7- y; I Liquid level controllers operate effluent valves to maintain lb- niter role. Floe[ switches are provided For media cleanConstanting. REDUCTION I • 6. I FILTER TO WASTE Control circ•..i:s provide for automatic backwash and flush 17, cycles with return to operating service, initiated by time clock, high bres5ure or headlogg, or manual pushbutton. CUSTOMER 1• Equipment A•mished by U.S.FlLTER\CPC is described in a 12. )ry, filtered compressed air. 10 SCFM free oir at 80 PSIG TR -210A.2.0 Cu. yds./Tank TR -420A.7.2 Cu, yds./Tank separate equipment list. Pipe spoals, piping and pipe supports, discharge pressure is required to operate pneumatic Optional equipment to suit project requirements is available. Typical process equipment options include; connection fittings, air piping, conduit, wiring and motor i — 10- instnumentotion and automatic control valves. Air compressor a Additional chemical Feed systems - if b Inuent and a}fluent turbidity recorders. control center are nal included with standard unit. Major T and reservoir (by Customer} should be sized to prevent c Raw woler turbidity monitoring. d Influent in-line static mixer. equipment and components to be assembled at jobsite, Two level swit=hes (by Customer) should be provided in the clearwell tank used zs the backwash/surface wash source. Low leve{ pump protection switch should open above a water level where the excessive cycling. '•T by Customer. 2. Design and :aplicalien features are described in typical 13. An air release valve is required at high paints of the backwash supply line to vent accumulated air, The volve(s) are to be level is below tris switch. Minimum volume between switch levels should 5e quantity required for ane CoCkwash ❑t maximum water temperature. 20. couplings, with exception of air connections. Couplings and/or !range ocapters are by Customer. Consult factory for other in Fluent flow conceal options. specification sheets, technical data sheet, naw schematic, sized to allow the Complete volume of the backwash line from electrical ,ydgrdm and etectrirot schematic. Arr❑ngamant shown source to filter, to be vented in 20 seconds with differential is for Belo. grode finished water storage- of appraxirrcn. y 10 PSIG'and be capable of continuously 3. the standar- TRlOENT design is for indoor installation.. venting accumulated air. (by Customer) 4, Influent a For inatoll❑tians ulilT23ng vertical turbine or "Can -Type" operc'inq pressure required for controlling influent pumps, ❑ separate iu rbi Air Valori is required to vent the B flow must x 20 Feet minimum at the tank connection, For final air Contents of the pump column without letting the air into over Feet t factory. head, cantopressure- -c the backwash piping. (by Customer) Optional'it: mixerssure di Stott mixer will require additional prassure- q 5. Either Check valves or backflow preventers aro required in f4. Tanks are fumished with finish coating suitable for potable water applications On interior; universal on exterior. backwash Ines. primer Tank bottom is unpainted for installation on coal tar or b. Automatic asphaltic type base mosUc. compound (by Customer), Tanks rate of flow control loops on each influent line should be level within 1/8 inch at time of installation, maintain the pre-set flow to each unit. Flaw set paint is Equipment pod design and installation by others, established by the ph nt operator. Influent flow control is interlocked with flushing and backwashing cycles- influent 1s. Waste sump (by Customer) must be sited to give free discharge orifice plates require no obstructions ten plpe diameterswith an airbreak, for each size of tank. upstream and five pipe diameters downstream. For maximum flow (CPM) see It ern L "'�'_• ` yLq� 7- y; I Liquid level controllers operate effluent valves to maintain lb- niter role. Floe[ switches are provided For media cleanConstanting. Waste !rough lip is positioned obova the normal operating water level and below the top of the lank, This allows it to act as an emergency overflow. I • 6. I FILTER TO WASTE Control circ•..i:s provide for automatic backwash and flush 17, cycles with return to operating service, initiated by time clock, high bres5ure or headlogg, or manual pushbutton. Trident Units require Concrete fill to the top of the Triter header (by Customer). Approximate volumes are? TR -105A: 1.1 cu. yds./Tank VALVE (rYP.) 4. • I Circuitry is provided in the plant controller to operate uni!(s] by c�stomcr supplied level switches located in the finished water storage lank. A single contact should Close on TR -210A.2.0 Cu. yds./Tank TR -420A.7.2 Cu, yds./Tank J low tevel and open on high keel with sufficient volume belween 18. these points to prevent excessive cycsng• Optional equipment to suit project requirements is available. Typical process equipment options include; — i — 10- The Air Blowers are not shown. (2j Blowers are required far a Additional chemical Feed systems - if b Inuent and a}fluent turbidity recorders. T air supply c Raw woler turbidity monitoring. d Influent in-line static mixer. 11. Two level swit=hes (by Customer) should be provided in the clearwell tank used zs the backwash/surface wash source. Low leve{ pump protection switch should open above a water level where the a Intake screens, f) !nflucnt streaming current detector_ q) Platform clips. '•T pump will start to pull air and re -close on rising level, Upper level switch is to prevent backwash initiation when water 14- Tank connections are furnished grooved far YctouliC brand I S - 1 2" $ACKFLUSH / LINE FROM CLEAR PRESSURIZED WATER level is below tris switch. Minimum volume between switch levels should 5e quantity required for ane CoCkwash ❑t maximum water temperature. 20. couplings, with exception of air connections. Couplings and/or !range ocapters are by Customer. Consult factory for other in Fluent flow conceal options. ADSORPTION CLARIFIER TRITON UNOERDRAIN PLAN VIEW 'ASSEMBLIES FILTER TO WASTE (TYP.) 3•-0' MIN. OVERHEAD PLAINT CONTROL STATION CLEARANCE REQUIRED] (FIELD LOCATED) WASTE TROUGH FOR MAINTENANCE Fit -TER uPLEVL SEE NOTE 16 — -� ---- — CONTROLLER SUPPLY --1 21. Alternate chemical feed systems we avoitable. Consult factory for recommendations. 1 1-T/2" TE VALVE 22. patented 8t potents pending GA 3" VALVE 3" DRAIN LINE BY OTHERS BY U.S. FILTER/CFC SUGGESTED CLARIFIER DRAIN DETAIL rARtTRCL III ED MEDIA CONTROL TER PANEL PRESSURE INDICATOR/SWITCH AIR SC UR VALVE of CHECK VALVE ©� • AIR RELEASE VALVE EFFLUENT TURBIDIMETER K 24' SHOWN AND INDICATOR C 4- A-9' - bl EQUIPMENT PAD LENGTH EFFLUENT 2 DISCHARGE1 LT hW"IMUM CLEEAQRNELL ELEVATION VIEW BACKWASH VALVE - r F E PRESSURE REDUCTION VALVE LOW RATE BACKWASH VALVE HIGH RATE AIR RELEASE VALVES BACKWASH VALVE Nil�lw BACKWASH I' FILTER TO 'WASTE VALVE (TYP,) EFFLUENT RATE CONTROL VALVE EFFLUENT END VIEW [B x 2.7 + 2' EQUIPMENT PAD WIDTH A I BACKWASH PLUMBING — ZANCANELLA & ASSOC. 16/991 ONq TAZ TRIDENT PACKAGED WATER TREATMENT PLANT SHEET NO. TR -105A, TR --21 DA AND TR -420A GENERAL ARRANGEMENT j jj I e -71 1 $LG MOC NONE 03/03/9$ SHEET 3 OF 10 RM2 rn rn rn ,:D (Zi a C L L r - a Service Water Chem 1 Feed {Qplidnal} Calibration Column Alum Feed Calibration Column Mixer (Typical) r ----- ----------- Optional Static Mixed E j J 0 I � V Nt -------------I I L 1 l { t pH t Optional I pH Monitor --��--------„I Chemical Disperser Warm Service Water Polymer Feed Calibration Column Tank on TR -420A & TR -840A LEGEND (By Customer) ----------- 0 PROCESS FLOW —BACKWASH ROW NOTE: Either Influent Turbidity -------{r------ 86-80 PSIG AFR r 1NFLiJENT Or Streaming Current To 3-15 PSIG PNEUMATIC SIWIAL UNE ----� LOW PRESSURE AR T Aquaritrol III_ Not Both — - - — - - — ELECTRICAL LNE 1 CHEMICAL FEED UNE I/P — ELECTRO PNEUMATIC TRANSDILICER To o ----------------------� FLOW IN04CATOR CONTROL Optional Controls Effluent Valve AQUARITROL III F E I A„ To rI Influent Turbidity Monitor %During Drain Dawn PRESSURE INDICATOR ARV — �Turb ' AOUARITRO!_ Ill PRESSURE SWC,t LC — LEVEL CONTROLLER LS — NE Waste GV Gate p 107 +D� Trough FILTER TO WASTE -7 iu DISCHARGE Ss nal r ----- ----------- Optional Static Mixed E j J 0 I � V Nt -------------I I L 1 l { t pH t Optional I pH Monitor --��--------„I Chemical Disperser Warm Service Water Polymer Feed Calibration Column I V I Media o o i0� _ 'lovet I Effluent Select L ----------------------J Retention - Turbidimeter Screen Optional — _ i oo. o Influent Streaming TO WASTE j I F{V 169 T Current Monitor +- --- -- ` --- - I 1 Sample ; .'Adsorption Clarifier. Filter 1 Pump Influent Check •. Media tAE Valve By Others Of 1c. - - n r r--z� influent :' Mixed Media:_-: _.;',._:.; IPO ,o, I I When Req'd (Typ) Distribution `Triton Underdrain_..= _ ti 0 I0 3L •�--�� - -� -- —�+- --- Clearwell Switches I H I T FCV 1°1 ;¢ , (By Customer} ' � l -� Drain a: ... + , 1 1 P„ i os {By Customer} i Unit No. 1 1 0 0 ' Double Wall ;`° t FlushingWater__j i ' T (ConnectioBy Customer) Leak Indicator _� -, i i er ATAI $ackwash High Rote I 5V i $ I Sv P C65 1Qy Fte<d set ` II ,�„ „ From Tank i n11er praindvwn ' ppq AF k Pressure L - p9 M a Fc n _ F( 65-80 PSI _� dens -- 3 -,sac T- I� I���F--�/1- I.SC 1pa 0• T '0` (#3y Customers} 3 5 `--rr, I L_ J `� I I 1 � y From Main PQI � � - �, Air Supply .L------ Fr„°1 i Backwash Rate I� 1 PP Y --------- ' --Al - --- I ----- ---- ---- '- ---- - 20 PSIG ------ - ---------------------------f* (8y Customer} --- i8y Customer) I Clean do Dry To i L , Y Valves T _ R waste Gate Trough „ Sn, (TPP-) -- — GV 207 ugh FCV 20, -J I Unit ,j 1 Pump TTO WASTE FCV 204 � --------------------------i-------._r} Media m, i I Retention----�--J Screen 21 fCS Effluent F[LTER D - - Sample I ; EFFLUENT '_Adsorption Clarifier. Filter k Pump Turbidimeter i + Media g ^� I • • -Influent Distribution Drain -w ti QJ •203 (By Custome, Flushing Water_ o (onw ion By Custo Air �„ # ulawer � 1 -- 0” Air Blower # 2 CV JJ No. G -+FtV x(18 2°2 ouble all I eak Indicator T i°9 I I 5 FILTER TO WASTE DISCHARGE Clearwell i (By Customer) C BACKWASH PLUMBING - 2ANCANELLA & ASSOC. 6/99 DN TAZ B REVISED LOCATION OF TR -420A FILTER AIR INLET 6/99 DCS JAG B ADDED FCV009 5/99 DCS JAG A REVISED PER ENGINEERS COMMENTS 7/98 OCS JAG STANDARD TRIDENT "A" SHEET No. WATER TREATMENT SYSTEM W1.4 FLOW DIAGRAM 8LG MDC NONE 03/23/98 SHEET 4 OF 10 1RM2190M3.dwg Unit 2 LEGEND Pump ----------- 0 PROCESS FLOW —BACKWASH ROW FILTER TO WASTE -------{r------ 86-80 PSIG AFR _ 20 PSIG NR ------bc-------- 3-15 PSIG PNEUMATIC SIWIAL UNE ----� LOW PRESSURE AR SAMPLE LINE — - - — - - — ELECTRICAL LNE --------------- CHEMICAL FEED UNE I/P — ELECTRO PNEUMATIC TRANSDILICER PRV — PRESSURE REUEF VALVE FIC — FLOW IN04CATOR CONTROL PR— PRESSURE RFCU•ATOR CV — CONTROL VALVE FCV — ROW CONTROL VALVE PI— PRESSURE INDICATOR ARV — NR RELEASE VALVE [By Cusumer� PS — PRESSURE SWC,t LC — LEVEL CONTROLLER LS — LEVEL SWITCH POS — VALVE POSIDDINER SCM --- STREAMING CURRENT MONITOR SV — SOLENOID VALVE AE-- ANALYZER ELEMENT AT — ANALYZER. TRANSMITTER A!T — ANALYZER, INDICATING TRAHSLITTER FT — FLOW TRANSMITTER FE — FLOW ELEMENT �— CONTROL PANEL FACE MOUNTED �— MOLWTED WOE CONTROL PANEL 0 - FELD LI XAM I V I Media o o i0� _ 'lovet I Effluent Select L ----------------------J Retention - Turbidimeter Screen Optional — _ i oo. o Influent Streaming TO WASTE j I F{V 169 T Current Monitor +- --- -- ` --- - I 1 Sample ; .'Adsorption Clarifier. Filter 1 Pump Influent Check •. Media tAE Valve By Others Of 1c. - - n r r--z� influent :' Mixed Media:_-: _.;',._:.; IPO ,o, I I When Req'd (Typ) Distribution `Triton Underdrain_..= _ ti 0 I0 3L •�--�� - -� -- —�+- --- Clearwell Switches I H I T FCV 1°1 ;¢ , (By Customer} ' � l -� Drain a: ... + , 1 1 P„ i os {By Customer} i Unit No. 1 1 0 0 ' Double Wall ;`° t FlushingWater__j i ' T (ConnectioBy Customer) Leak Indicator _� -, i i er ATAI $ackwash High Rote I 5V i $ I Sv P C65 1Qy Fte<d set ` II ,�„ „ From Tank i n11er praindvwn ' ppq AF k Pressure L - p9 M a Fc n _ F( 65-80 PSI _� dens -- 3 -,sac T- I� I���F--�/1- I.SC 1pa 0• T '0` (#3y Customers} 3 5 `--rr, I L_ J `� I I 1 � y From Main PQI � � - �, Air Supply .L------ Fr„°1 i Backwash Rate I� 1 PP Y --------- ' --Al - --- I ----- ---- ---- '- ---- - 20 PSIG ------ - ---------------------------f* (8y Customer} --- i8y Customer) I Clean do Dry To i L , Y Valves T _ R waste Gate Trough „ Sn, (TPP-) -- — GV 207 ugh FCV 20, -J I Unit ,j 1 Pump TTO WASTE FCV 204 � --------------------------i-------._r} Media m, i I Retention----�--J Screen 21 fCS Effluent F[LTER D - - Sample I ; EFFLUENT '_Adsorption Clarifier. Filter k Pump Turbidimeter i + Media g ^� I • • -Influent Distribution Drain -w ti QJ •203 (By Custome, Flushing Water_ o (onw ion By Custo Air �„ # ulawer � 1 -- 0” Air Blower # 2 CV JJ No. G -+FtV x(18 2°2 ouble all I eak Indicator T i°9 I I 5 FILTER TO WASTE DISCHARGE Clearwell i (By Customer) C BACKWASH PLUMBING - 2ANCANELLA & ASSOC. 6/99 DN TAZ B REVISED LOCATION OF TR -420A FILTER AIR INLET 6/99 DCS JAG B ADDED FCV009 5/99 DCS JAG A REVISED PER ENGINEERS COMMENTS 7/98 OCS JAG STANDARD TRIDENT "A" SHEET No. WATER TREATMENT SYSTEM W1.4 FLOW DIAGRAM 8LG MDC NONE 03/23/98 SHEET 4 OF 10 1RM2190M3.dwg U W1.5 ■t E At 0 off' -0" Al rwon Fan / See gwg.AS 3- x 36" x 14'-0' Nom B - V -a" Insulated Wan panel (Typ. Both Sides and Endsj OS os Wos eater Room 1$" Z4" C Mix p rror PopoldeTowel Labors}p line Shafl Turbines Motor Control Center See Qwg. E3 H 10• x 10' Clear Well to Tank Roli-up Qoar v i ^_I� Agventral II ++-Control Panel r r -Turbidimeter d '� 0 Chemical Storage 1 Area 1 I Pressur Reduc ion Valve ------------J 3" Check Valve 6" Filter to Waste 8• 3" Air Inlet Valve 6" F!Iter to Waste Vgive Fire Extinguish 0Alur.rk4F7e;ed@idg. 4" f fice Pfdte+^ k longer 4" Check Valve I � 4 Air inlete• I N9 n Fr Proof I Hyde Hydrant Polymer Fe d I Microffoc Products Ssembly AL �romir Trident TR -105A Standard Equlprltent +" Air Scour Q � @line ower Arrangemen Blower ry Manual Isolation I Valve I $' x 4' 1L P R O P SED 4" Check Volve 9" influent Line 4" Air Inlet AI 3/+' Air/Vacuurn �elea5e q'e Qptianoi Soda � LATE Valve r� Hupply A assembly Assembly Removable Panel 4" orilice Plate ' ,d^ & Fianges� I In Fluent Valve 5' Filter to Crearweil Access t Waste Valve Hutch gg ncrete Block Wall I I 6" Filter to Waste —Q Chlorine —moi 2'-6" o 1 Rotel Ire Extinguisher Q$ I)S B A� E 3 -D" Sq. Elev. + 2'-0' Layer r❑ sill t 6' x 3' AI. Sliding Windo Al 7'-4-5 0, T ( yp. Both Sides) Yrth Sash Screen and Self -Flossing Jamb. Elev. + 7'-0" to Sill (Typ. Bath Sides) Z^F F t 1 FLOOR PLAN A REVISED PLUM81NG — ZANCANELLA do ASSOC. 6/99 DN TAZ A[Y. wtyyp, WE sr *K DO NOT SlXf DRAWING OR CALCULATE DINEN5iON5. am 0111iM SAEOFU--_ -U— -" -L-- == U . S. F I LTE Fi I G P C REFER TO U.S. FILTER/CPC FOR ALL DIMENSIONS. XMIUMM - = r+aTES" QRXWINe InQEx n� pDCMI T sue nu WOiMnOM pa�roKD snm. ,w[ Txt : crus d-_ � 441 Main St, P.O. Box 36, Sturbridge, MA 01566 1, AIi piP4 lacgtions and dimension; are FAgo based on standard qz _ Faundatl on Plan W1.fi 6 � �% &T 3'1R� n �"w � 3� D NISe' '+I steel pipe g A4 - ug1d Cras �qWI 1tt1n s with short radius eipows. BBTIME N1.7 AS - Buildin Lon Section, W1.8 � 'tEr ANE Inr REXSFERP4RE A1�I Mtsr at sm p%Lr row TME TRIDENT PACKAGE PLANT BUILDING 1W *XN %E =6W C. Ems, LQ*M T1rt1' AW 1fa1 Be 1115CLOSM. RFPTiOO1M. UYl, 1 aR U= N Wf OTIFR No 11WWD$q=W °'aMWOFU •WOe17 IrK KM "W W= n UNIT FOR TR -105A FLOOR PLAN . SNI no % 4= h Miff k!"M K71p4xNL M OI Ua T of 1S. Ml PAW %pills An AFSEA1Ea. lidl or usr, 716 YIP - N nE RM CH ALM\RN2192c I.O.g mDaz OOdll[M, ALONG 1111% All CWU RM FIRIYCr; iYe ALL RpA1L9 NXES HIO AM ISL5, vS1 Of WR O M LairON tESn MOL AS MPR rf. W= Br SGL p11E• 90 KMdlwC 111M R -7-T- p6TIItI = V usr. A=KHV or TI[ atlllafr a Ila ="N ruMnnnEs Acl*r lrt 1a DEW TEAM .0 d]Yd7171i _T.S. 5 OF 1 W — DRAWING NUMBER: W1.6 Module Line 0 tside oke 40'-0" 0� Cos[—In—Place Metal Base $" Influent Line 5'-0" i I To System FF 71 }1 1 I ! I I I I I I Qr J I I j l j I I Sgrvice Pump Pads' ? l sign Construction Joint I I l I I I I l\-4' High ll III I I I l SACC Pad l i f ' Ir 4.n' T „ II i 1 l l I I I I ,1I I I I I 10 I I _ I I I � I .••• I I $" Influent line i TankV., 1 l 2-2 1 (Ref.)Bldg L III I 4 I +'v I .n 5fope S�1e• �I I I I I �t3" Effluent ----- l ; To Clearwell � III I I I I I I B" x 2--0-- Grade Beam I ' 10" Dio- Hub I I I I -- — I (TYp. 2 Pioces) 1 l I• I E l� Access for fill r tc, f ' 4" Cost , I I l waste Piping 1 utilizedl ron Oram I 11 1 •{ I �, I I i I I•I �1; ll ll I Q + Iii I r I I l I Z r7 6 ' \—Microfloc Products Suggests J I I Utilizing The Space under The B Building For Below Grade I Cleorwell n 4'—G. y�� 10" waste line FOU1904TIQN_/SLAB PLAN Splash Block �t LowxPointfi" x fi (Typ- Ea- Downspout) 0 I 0 X22" x 40" Cleorweli - Access Hatch With 6 High Curb All Around I 0 r 00 NOT SCALE DRAWING OR CALCULATE 01MEH510NS. DN - ODE1d6E SKCM REFER TO L.S. FILTER/CPC FOR ALL DIMENSIONS. MQ6M A'E It To 9^140 Ck THS DOEUMIMT ANO Ali MFGIDHTION 0XIMED HMN ARE NE Y3Uft M1P1Y5 aRoarlrlr a< I� uX1�A SiAIE3 F1LTtR a>tsararaN AMG/ce irs UW WQF11 3•AK[ OF[WLS AfTu+Tts I�� T E oES.x aMKFPi A!a .sDI�ATEu+ mIr N�[p IF1imI 7a9vvcr+Rr TG vs N,o K rn.lor,IEE. TPET ARE TUT T%VtSMVaE AND WLET EIE USED ONLr FOR THC AM= ,,- / gals *I- PUNIOSE FOR WKH TIE DOCUEMT 5 EMBRY IAHM Mitt MU¢ EIZU +V. AMP E9QS NOT BE DtSLLOSFD, R[pNCOM . CBNED OR USED N ANY OVER Wma WTNOUT THE aPEYY MRTFR CM" OF USF, M NO FyW DOLL PEI IE LM N ANI UVO" IXTRbIDUA TG THE N -Ml Li FILE: USF. sE POW MGM ARE RULWEIL WON 05WIG OF IS. - 00UMM. &MC WN ALL on -a APO EiTiMOS, NIG . REf . .. Raw RUCH ALTV=im VU 00 MKVSM MUST Irt 11EIU1PiD M U' dDE MWM AS I MIR. BR *M W 9A[f 0411EiCTEO r 161. Atliyi OF TEE OFLKW 0, THS OOp%04 A REVISED PLUMBING — ZANCANELLA & ASSOC. 6/99 1 ON4 TAZ 0- ■ RtM9al DUE ar UPR a _ ___ = U.S-FILTER I CPC ■s 3i�? �a t 441 Main St., P.O. Box 36, StuTbridge, MA 01566 W TRIDENT PACKAGE PLANT BUILDING UNIT FOR TR -105A FOUNDATION PLAN DFET MIAMt6 of 10 1 ° Kam W1 .6 1 Wf: DRAWING NUMBER- W1.7 UMBpE'R: YY 1 .7 Gutter and Down Spou (By Bldg. Mfg.) 4" Hollow Core Slab � 1a4As 1na A 3-1/2" Cost–in–place Me of Base Standard Roof Panels (By Roof Mfg.) 1 –1/2" x alb. Density Fiberglass Insulation with 4 Mil Vinyl Facing 14, L In mated 'Noll Panels (By Bldg. Mfg.)-� i Microfioc Products Trident TR --105A Standard Equipment Arrangement I 24" Dia. Roof Vent with Bird Screen and Damper (By Bldg. Mfg.) Structural Frame (By Bldg. Mfg.) 7--0- 6" Concrete Slab V z A7 V 3" .Air scour line filter to 8" Effluent waste Line Maximum Cleorwell Column Center I Water Elevation I ,—Clearwell Floor 6-1/4" 14'0-5/8" SECTION B� AlA4 20'1 1-3/8" 8" Backwash from tank 0 6" Filter to waste I • I• DO NOT VLE DRAWING OR C4LCUI-ATE 0IWENSID45. am oREralaE Stara REFER TO U.S. FlLTER/CPC FOR ALL 011lENSIONS. ME raInNEEs ae na P=hi Nr AIC XL NFQRWnM CpRAREO AEREIN ARE THE I -ALAS{ OU?rL5 .1- +u PROPpm OF THE +W= STATES FILTER 0pf7'IMM10 A1C/OR ffS 3-HKS IXCRIlS +YS>fiVfS 7( .'t.Si17[ CLNCEPTS AC SFOIbW10M fblfl/40 PIiOPIQ7�NF/ 10 Cfyi10F1KL 41ims +/- IEpEE�i 1J7 ALA Aid SI�ETRD N T>£F ARE rm IR%NST IWU AW W%&7 K U= ONLT FON TIME Avow •�_ .f PIRAAE F% OaDi SE OOpIEM 5 EN MIM LLWAR 747 KST >ililNl AL 9W Do NOT K OSIMOSQ.7EPCpU . "MM OR USED X AW OVER ��714 � CF%W.It10DW PILE: -% A TIV E 40 IN NM YYMR OURNOM 17 7E WE REST OF VF. AIL POW MOM ARE FEXWM 10% OFOWC OF 1/3. TILS IIP - ROSE: PLANES{ ALT\RWI q2.4 -"q 00aAE1R. 1406 ROI ALL COFF.S Alb Ex1MC1i AIC ALL RPaIEA NOTES AM ANALYSES WN BE 17LINm To OF ON AS pnE TPI olMw V. me / 7 & VW. OOMnANti a TW baM2T OF 7� ooeuExr CMEMU s lawns 7t n nrw Tcm6 UC mums N .T. S. Ridge Line Of Roof N Concrete Splash Block At Each Down Spout A REVISED PLUMBING - 2ANCANELLA & ASSOC. 6/99 1 DIN4 TAZ T4x U.S-FILTER / CPC 441 Main St.. P.O. Box 36, Sturbridge. MA 01566 11L. TRIDENT PACKAGE PLANT BUILDING UNIT FOR TR -105A CROSS SECTION Sw NAVY Q 1- 1 NAM 111.111Mw 1.7 cf., Ridge Line W of Roof 1 -A" x 6 Ib. Density Fiberglass Insulated with 4 Mil. Vinyl Facing 24" Dia. Roof Vent With Bird Screen & !Damper (By Bldg. Mfg.) Standard Roof Panel (By Bldg. Mfg.) �Fro E3y Bldg. al Mfg �e 3/4" Air Vacuum y Release V❑1�e Insulated Wall Panel � 4" orifice plate A5 A7 and flanges 4„ d l Min. l OL Microfioc Products �° Trident TR -105A 3" Air line to units o Wash (Ref.] Room Standard Equipment I <I Arrangemen `ti 9° 8" Static MixerI -Automatic Intake muffler Influent{ Vale II o" Filter Air Inlet To Waste Line Air Scour Blower -8" influent line 4" Concrete Pad -Grade 3-1/2" Cast -lin -Place l jl l l Metal Base L- Column Center L ( Concrete Slab I L Line Beyond (Minimum I I I 1'2-5/S" �. l 1'2-5/8" 20'-0" 2a'—a" SECTION A Al A� A REVISED PLUMBING - ZANCANELLA & ASSOC. 6/99 DN TAI IEr. wL551fM WE �n rl lPPil DO NOT SCALE DRAWING OR CALCULATE DIMENSIONS. utm oncftiz rr�ercn --- ---` LLS U.S.FILTEFt ICPC REFER TO U.S. FILTER/CK FOR ALL DIMENSIONS. _ = na =MANN AM ,u WOMWa+ MWAMCO MQiE7M Nu 1AE Wona" 1 -PUCE 00AU +I- All "I Main St.. P.o.Bvx 36. Sturbridge, MA 01566 PQ0KM OF TK kWW suns nUTAEnn�aFAMN AMIN ITS s -J u MOW y- s .. 1 1 gIS'R:461 tONCFPSS NYIomiumu �e N Woxfll L TM +YtE ME M TWE kilMT6Or KY= "°"WUUMI FIGL'fld6 f - -/ � C•WEIK ILL S1W7P {qIS TRIDENT PACKAGE PLANT BUILDING UNIT N00 FM= FM aYUWdM 0a BE si 11N0� OE %XXW fi 6 F e 0011 LOME d f Wy7 MOT BE T6 WM 16P187f5 WFT Uwe Ok F U M NN MCI N NO JW FOR TR -105A LENGTH SECTION 9WMU0A1VVd1"�°°��7X710C'LM 9MIL nE7 W 14FL M N71Wr�411 OLinSE]RAL 1O nlC MIIdSi OF VW KL MM9 4005 ARE OM%I D. YPOM j2" Or L 116 OOOF". N4W AM ALL CAPSS AM O{iltlCl; ND ALL PFlA1ED P - ROSE !7µp1 AL t\FW7192n5.d" AM rr � Sr Y.NL• WE: FQ'f M)tlll! dr�i 1AARIt tY_ MWM IM AMXFSES. 1561 ME Wifto M 115 OR OES WIU AS INSTWO ��r. �K��im M >� � ,� N.T.S a OF 10 WT.B BER: 9 Wall Far) �El. + 7"-0" —vent }hru Roof 0S Wash �-�- Heater RDom P3 J J Tank to Backwash —� Pi n� Not Shcwrl - �r—pill UH-1 Unit 5 rowing Wt.j LHeater Above t j Aquaritral II p 1 I 1/2' Copper Air S /4" Copper Line p2 I Supply Line Turbidimeter I" Cold Water Line �Meter Connections y Others} Vent thru Roof I Sample I r Oram I I I I To Pos 104 1 �2" Chemical Feed I Tubing (Typical) I SV 203 To Pas 20Pas Control Panel �20 Unit #2 Sam p``e Pump I 5V 202 Alum. I SV 208 For 0tion al I Filter To Waste An I 3/8" Tube To SV 201 Pos 20 Fro exe Proof Control Panel Level �lydrant #z I sv 207 Control Pressure R1 Reducin �sI nh "'fluent Vale set at zff POS 204 f Polymer =I h. Trident TR -105A Air Blower Area Is not shown on this Orowina 103 Standard Equipment #1 SV Arrangement Pressure Reducing Valve Set at 70 PSI 107 5V 101 Leel Air Dryer '1I Contra SV 108 For 8" Influent Gptional Optional Soda Line F.iter To Waste Sys Supply a ' Pas l°' PROPOSED I � � Removable Panel 3/4" Chlorine Line ------I Sample Pump Unit 102 LATER PHASE sv 6" Concrete Curb CIContro� 3/8' Tube To & Control Panel UI -PosClearwell Access Hatch UH -2 Alternate POS 104 FFilteng thla ante Heater Above Se Drawing W1.5 Mount Optional F�ow Writer At Chlorine Scale I To Wall in ythis Area I ' I I I ❑S D I I Wall I I 1 El. +F 1n-0" Chlorincjor Vent i i 10" Waste tine EI. + 1 -0" �► andWConnectonsewer i__���Ii A REVISED PLUMBING — ZANCANELLA & ASSOC. 6/99 DN TAZ (By Others) PLUMBING / MECHANICAL PLAN NOTES; I WM WE 81 VM ALL PIPING AND FIXTURES PER STATE AND LOCAL PLuu@ING CODES. ,IW- Q[} HOT SG4Li DRAW OR G4LCULAIE OI11EH$iONS. 111L[4011[R85P[=D �= ALL HOSE BIBB ELEVATIONS To BE +3'-6'. BRACE ANO PP07ECT REFER TO U.S. FILTER CPC FOR ALL DIMENSIONS. ■�• LLSe = = L.1.5 -FILTER /CPC ALL O.H. AIR LINES. SEE SHEET u3 FOR PROCESS EQUIPMENT - FLOW SCHELIATiC. THIS DonArtxT AND AL NFON ON DWAPIM HERON ARE NE t-Il[L maws y- ALL 441 Alain St., P.O.Box 3S, Sturbridge, TutA 015fi5 PRrETM Or TIE U10TO STATES PLTER CORPORATgN NXD/OR tt$ J -P= MME ��- WN. wtwss [ '} THE oLs>� camcrm , �,OM T0, sorrHxm Ascus y - I 1 P IETAAT To USF AND W swam Al mNrXM ii p� 1�_ / T!L a�SEFORTffMSFEJhYIIIA NOWMEED=mDn"e r�"T»Ns; AAEMI+RLSKW TRIDENT PACKAGE PLANT BUILDING UNIT NOT 9E DSMOSM WROOtM. LOkVM M USM M AW OTHER �TTf�atMr. ■'nom FILE: FOR THE TR -105A PLUMBING/MECHANICAL 9w1 nrr TIE USED IN AY/ Q*M xlTs1011AL Ia nE INTOW n OF USP, u PAIENE RTIXLS ARE RESEWM I)1� rt a Dsr, Tla P – R= RANCH AL"2192m,.dwq DIXX� . rneD PITH ALL caPrs No omrcTs. Aw ALL RaATm 43M NE M&YSES. Id= SE RETt*0 TO ui DR DE3IRvrm. As #M of. I19N1 III". ZIIFL• Due 94T NU1� �Tm ar Dar. AECUTMIEE x Rt a1Aur oT rHs DoaAnlr N . T.S. 9 OF 10 W1 .9 amurrem ADREf�F71I TO TIm 84m Aon rdernom m cm INT 0 c\j _ c y cn _ 3 C1J CL - CL 3 Ln Q Q m r� CD D C m 0. ]C cn -a DRAWING NUMBER: wi . _ 6" To Filter To Waste Pressure Reduction Vale ELEVATION 8" Backwash from lank Filter waste MSED PLUMBING — ZANCANELLA & ASSOC. 6/99 1 DN4 TAZ U. �1, OBE Br APFR U.S.FILTER / CPC 441 Main SL. P.D. Box 36. Sturbridge, MA 01566 TRIDENT PACKAGE PLANT BUILDING UNIT FOR TR -105A EFFLUENT PIPING aue sear Ilrax vArtic BEr 10 of 10 1 W1,10 DD NOT SCALE DRAWNG OR CALCULATE DIMENSION& kHm 0 cm %corm REFER TO U.S. FILTER/CPC FOR ALL OlUENSIONS. ONDSIX w M 000, TMENIM nc 71S DODWEMT AM AIL WOMO M OWAM NFD+ APE W 2-W6E 0030 F'- AEl PWKRTT OF ME WU SWU WIN MVg*ITAII AIA IN 3 -AAM M31KS r�- sur. AFFlIAiFS {i6i�. - 111 a ,-/ Ni✓F]M ARE IRO I To Vy Ila lIR SII�ff1®N Cp:LDKi WY ARE NOT TRA/MUP&E NA WA7 SE USED Cllr FOR TME � _ J "Mask m 04CH " DDIlAIDI 6 crow mwm m Aw WEX AL 9!W [(1E{5 Nor K D=LOSED. REPN10ucFp, umOR i m H AMI MR FILE: wIPM WTWW nE EWWM WM W1[.DI7 Of OSF. w aq fleff RMne BE = N AW Ma OE1felEM A TIE M7Er�SS Di I¢. ALL PAiM MM ARE R %%M iL OW 4(1'M Or 4e�, AZ n - AYAY. •raw 1»�ellKywa,�y Dony", ALONG wm ALL OOPl:J IIA r1 NPOW+MA J" PE mm Br OR�1 8c SiRE OWES NF1 AWCY , IRIST BE WuFmc TO ut< m Dcmfm AS 667MC D Of W. ACCFPSAACE ff THE MAW OF TIM MOW msm ms Amal" to rw7 1®6 Y6 msm.& N 8" Backwash from lank Filter waste MSED PLUMBING — ZANCANELLA & ASSOC. 6/99 1 DN4 TAZ U. �1, OBE Br APFR U.S.FILTER / CPC 441 Main SL. P.D. Box 36. Sturbridge, MA 01566 TRIDENT PACKAGE PLANT BUILDING UNIT FOR TR -105A EFFLUENT PIPING aue sear Ilrax vArtic BEr 10 of 10 1 W1,10 7--O" DO. �2' PLUMP STATION 7 - sump 791 PUMP 1 I �. +L 1 I i (2) 6- DIA. STL SUCTION PIPES STA, WITH GATE VALVES NTS on 21 4C3; 6 X 6 X 8 PIPING 7• DIA.STA. (2) 4C2A PUMPS WITH 20 HP MOTORS 0 1760 RPM 3/60/230 V. E STA. (2) 6" DISCHARGE GATE VALVES NTS )BE PANEL ;' STL. COMMON IISCHARGE PIPE v 36' DIA. ENTRANCE TUBE 1 1/4• SUMP PUMP PIPING (NOT BY S&L) �� {NOT BBUBBLER BBLE ] LINE I l k 0 c x 6" STL. COMMON F DISCHARGE PIPE 4 m m I,— I41 — aL9tr[0 98 s -PITC Pinot CKLE Wn o Y s •1 770 P. raA s1An0N r. W wC a NET reu Awa a . rru I ar ,Eoo cAuc.a s' V FOR I/i s1.npl a- FOR 4, sTAr10H SUCTION PIPING NOT BY S&L $R �e STATION L �. WET NELL CHAMBER NOT Bl S&L. — � r ' • A 0. a:ti 59xs f7 sT•nw c a n Q c CONCRETE FOUNDATION o c I * NOT BY S&L y GROUT UNDER & AROUND STATION p ` AND SUCTION PIPES WET WELL AND PUMP STATION ELEVATION SETTING. NOT BY S&L ! �u _ No1c fur N Baas PlornTo m NcN cmffl . DIa«mor- nIc NOTE: ti j C, 1. SEE ENGINEER'S PLANS AND SPECIFICATIONS FOR DETAILS OF WET WELL, CONCRETE FOUNDATION, GROUT UNDER STATION, AND ELECTRICAL SERVICE. A 3 2. COPYRIGHT (C) 1997 SMITH & LOVELESS, INC. x N x" 60327361 DRAWN I7r: DATE: ulow EOR PLEASANT GROVE, AL ffW F fA Jym ; a11l/m nXIRANCES CHECKED e., DATE: $!RACnDNS 7'-0" DIA. $'--6" HIGH caa FRED a/97 - UNDERGROUND PUMP STATION APPROVED er: DATE- DECIMALS Q MOJADAD 8/97 - g7E Ulm ' Wr. SCALE; j: ANcL.Es PRDJECi NO. LET ECN NO DATE 8Y NTS _ APTwD 80333361 PLOT 1 =24.000 C,,I S.;th s L -4M 1— 1997 � INo3333fi A33336 REv 97QR2� z CA TNF• DESIGN AND DETAIL Cf THIS DPAMINO IS THE PROPERTY OF SWrH LOVELESS, INC. AND IS NOT TO BE USED EXCEPT N CONNECTION WITH OUR WORN. DES414 AND I/NENTION RIJITS ARE RES RvCD- DIMENSIONS ARE IN INCH[$ UNLESS 0T6ND;WSE NOTED. qlljk&W Smith & LOVOIESS, 'nC• SNEES 5i I OF dD 7'-a" DIA , r PUMP LA (2) aIC2A PUMPS WITH 20 HP MOTORS �r-36" 41A. ENTRANCE TUBE s A 1760 RPM 3/60/230 V. F-- l r SUMP W/ PUMP 6" STL. COMMON m DISCHAR1 GE PVPE +� 1 N i MIC XT KLL 0[4OfD ip0 5 yyfE i1tli0C G9'a( • +� OW vOR ir'm p, �ClIIIIE 9i uEf +vi ❑ ¢O � o a ST eo • Yw1RM of 000 AAAAves STL SUCTION PIP£5 STA WITH GATE VALVES JBE NTS WE 9 c STA, (2) 6' DISCHARGE GATE VALVES 4C3; 6 X 6 x 8 PIPING 7' DIA,STA, NTS 1 1/4" SUMP - �, i PUMP PIPING } ' (NOT BY SdcL] y iNNOT BY SL&L) LINE 6" STL. COMMON m DISCHAR1 GE PVPE N i MIC XT KLL 0[4OfD ip0 5 yyfE i1tli0C G9'a( • +� OW vOR ir'm p, �ClIIIIE 9i uEf +vi ❑ ¢O � o a ST eo • Yw1RM of 000 AAAAves JBE g' FER Ix Sfai+EM � SUCTION PlPINC �� PANEL NOT BY S&L �88 yrO❑�5 STATION _�• CHAMBER WET WELL i" STL- COMMON NOT 8Y S&L. ]ISCHARGE PIPE -- •� �.; Q Y , i ' ' • ' d ' • e a • a •. . . E7E1' .5106.00 $r4nOX /j a o n i n n CONCRETE FOUNDATION n n ti NOT BY S&L � r GROUT UNDER & AROUND STATION x a AND SUCTION PIPES WET WELL AND PUMP STATION ELEVATION SETTING. NOT BY S&L NOT TO SCALE J r Wa er +p. p�xm pa4oP-Qa�c w - EEL. 1. SEE ENGINEER'S PLANS AND SPECIFICATIONS FOR DETAILS OF WET WELL, CONCRETE FOUNDATION, GROUT UNDER STATION, AND ELECTRICAL SERVICE. q 2. COPYRIGHT (C) 1997 SMITH & LOVELESS, INC. x s �y 80327361 oRArrr Br: DATE: F°R PLEASANT GROVE. AL JYM aritrar r""oOw Es z U a+EeKEO ar: i� DATE: ETtACigXS 7'—Q" VIA. 8'—$" HIGH 4 FRED j a97 - UNDERGROUND PUMP STATION APPRMED Sr- DATE: DEaw�LS o MDJADAD a - ' SCALE: CODE: ANGLES 9IE V/1.t Mr. LET Ecw w0 EAA..,. NTS - Fl 80333361 �ri 1 =24.000 PROJECT NO. 9704205 Ll L.r ISSUE L© s^Ah & � 1— 1"7 � IN033336 ,� A33336-1 x REV Ln THE EDESIGAUSE AND EerN� OF NEC Owmwc +s nW aROP€r n or cram+ & LavEREss. INC. Aw[ EI ED. TO BE CONNECTION TRH OUR wOAx, DESiGr+ +WD iMrEwnON R1Cr1r5 IRE RESERvED. kECERT Smith "E -E -T 6s C+uE++SiGwS ARE IN INCHES urrLE55 OTHERWISE NOTED. CNS C Lavoiess� InC. �F as I 1 9 �PiLASTER V WNWL ALTERNATE DEAD AND STRESSING ENDS, EACH DIRECTION- TYP- I g PRONOE (2) 1/2.6 STRANDS Y 2'-4" O.0 (VSL- VSLAB+ ELEL 2%'0 0 0000 1 SYSTEM OR EQUAL) 1.0- ILA9 `�- 'I EL- 6200.SD' �^ T,0- FTC., TTP. 1B"6 FYP, FOR COLUMN do FOOTING SEE SECTION A/S2 -�- tJ . I �� 2* •_ 0. � a. f Ir L.44af'R { f � Oft SEE CML DWGS FOR OVERFLOW PIPE ■� 1 S� �_, LOCATION OF TANK SEE DET ON CIAO S2 1 W 9��, -• . �` CENTER POINT 4 _ PILASTER.��q kAST£R ih +1 SLOPE TD - - DR 0. . -- 1 II I k +4 6 I'-2- O.C.` L li E.W-. iYP - - •-- - 11 DRAIN PIPE SEE DET ON DAC 52 1 �IO' D.+.P. AYE fl INLET/OUTLET PIPE SEE DET ON DWC S2 s- ��° 10 VALVE '"� \ EL6T99 92 • T O- SLAB (L -P-) (6" THICK SLAB) Y 4 - WALL CONST. JOINTS AT 1/4 POINTS L ANCHOR 50% OF (4)vsL SEE DETAIL 1/S3 vSLAB+, 2 STRAND TENDONS 4 EA_ PILASTER FOOTING - TENDONS RUN 1500+. ANCHORAGE TO ANCHORAGE. STRESS O EA, ANCHORAGE. MOVE OUTER CURB PILASTER 3 AND REINFORCING TO FACE OF PILASTER TYP. AT ALL PILASTERS -31 rA SS PLAN 2 B R O W N AND C A L D W E L L DENVER, COLORADO OUTFALL AT MINIUUM 1% SLOPE TD SUBUIrTCO- 2'-0. OF CLASS 6 DAYLIGHT. REFER TO CIVIL DWCS. MATERIAL DATE:_ riFYRS�£q- DETAIL(D NO SCALE DATE: _ APPROVED: V DATE: LINEkS 2 INCHES AT FULL SIZE {iT yC' 2+ -SCALE AC.0fi7aCL''1 TOL PRELIMINARY NOT FOR CONSTRUCTION F LEGEND STRESSING END ANCHORAGE DEAD ENO ANCHORAGE (2)0.5'0 STRAND TENDON. BONDED DESCRIPTION EL. 622125 _ /To. SLAB I I 1 1 I TOP OF SLAB O PILASTER -\ EL. 6225.50 T,O. ROOF TANK I'-6" MAX. BACKFILL EL- 6225-25 -_- _ . :' _ L,• T.O- SLAB 'X SLOPE, RADIAL 1R SLOP RADIAL �.�� NO SCALE 3/4" SCREENED ROCK PILASTERS FINISHED GRADE fi"x2'x4'-0' CONCRETE PAD WITH f+ PERIMETER VALVE BOX, 2 EACH REINFORCING 6' UNPERFORATED SDR 35 PvC -IPE �- 6" 45' SEND- 2 EACH 6".6- WYE }'T1NC. 2 EACH DOUBLE CLEANOUT DETAIL st NO SCALE A 2'-0" OF CLASS 6 BASE COURSE MATERIAL U D SECTION U, a -_- _ . :' _ L,• iVARiES. MIN- 9" fi' UNPERFORA--zD SDR 35 PVC PIPE. NO SCALE 3/4" SCREENED ROCK PILASTERS OUTFALL AT MINIUUM 1% SLOPE TD PIPE: SLOPE O I& 2'-0. OF CLASS 6 DAYLIGHT. REFER TO CIVIL DWCS. MATERIAL PERIMETER DRAIN DETAIL(D NO SCALE V 4 ~1Ery �_ORAIN LOW POINT r � I � � 1 � 5 I i i I 5 1 W � 1 I ■ I ■ `6 ' 6' PERFORATED SOR 35 PVC PIPE PERIMETER DRAIN - DRAIN RICH POINT--' L USE 11 1/4' PUSH -ON BENDS �,o��' AND STRAIGHT LENGTHS. DOUBLE CLEANOUT / SEE DETAILI/S1 — PERIMETER DRAIN PLAN DETAIL 5 GRADE SLAB NOTES: 6, 1. GRADE SLAB SHALL BE KEPT CONTINUOUSLY WET THROUGHOUT NO SCALE CONSTRUCTION OF THE TANK. RE' R TO THE SPECS FOR DETAILS. 2- GRADE SLAB SMALL BE POST -TENSIONED TO BOX OF FINAL PRESTRESSING WHEN FIELD CURED CYLINDERS SNOW TRE CONCRETE STRENGTH TO BE AT LEAST 2000 PSI. 3. GRADE SLAB SHALL BE POST -TENSIONED TO 100% OF FINAL PRESTRESSING wSEN FIELD CURED CYLINDERS SHOW THE CONCRETE STRENGTH TO BE AT LEAST 3500 PSI. 4 WALL FORMWORK, FOOTINGS. AND OTHER CONSTRUCTION -RELATED LOADS SHALL NOT BE PLACED ON THE GRADE SLAB UNTIL THE FINAL STRESSING OPERATION IS COMPLETE. S. SUBGRADE SHALL BE MOIST IMMEDIATELY BEFORE AND DURING CONCRETE SLAB PLACEMENT. 6. ALL GRADE SLAB REINFORCEMENT SHALL BE PLACED WITHIK THE MIDDLE QUARTER OF THE SLAB. 7- CRACKS OBSERVED BEFORE POST-TENSiONING SHALL BE COMPLETELY COVERED BY DUCT TAPE TO PREVENT THE INTRUSION OF ANY MATERIAL. 8- GRADE SLAB SHALL BE ONE CONTINUOUS POUR WITHOUT CONSTRUCTION JOINTS- POUR SHALL NOT TAKE PLACE IF EXPECTED AIR TEMPERATURE IN GLENWOOD SPRINGS AREA IS GREATER THAN 65' F. 9• MINIMUM HORIZONTAL CLEARANCE FOR P T. STRANDS AT OPENINGS SHALL BE 6-- 10, DESIGN BASED ON f c = 4500 PSI, fpu . 270,DOO PSI, AND ASTM A416 0.5"6, LOW RELAXATION STRANDS. EFFECTIVE TENDON PRESTRESS FORCE -48.6 KIPS. 11, POST -TENSIONING SYSTEM SHALL HE V5L VSLA6+, TOTALLY ENCAPSULATED SYSTEM. 12- DESIGN BASED ON K - 0.01, U a 0.14, ANCHOR SET OF 1/4' AND LONG TERM LOSSES OF 25,000 PSI. 13- POST_ -TENSION SUPPLIER SHALL SUBMIT ON THE SHOP DRAWINGS THE SPECIFIED FORCES AND ELONGATIONS- 14- POST -TENSION SUPPLIER SHALL SUBMIT STRESSING RECORDS FOR REVIEW BY THE ENGINEER. STRAND ENDS SHALL NOT BE BURNED OFF UNTIL STRESSING RECORDS ARE APPROVED BY THE ENGINEER - 15, TIE 100% OF THE TENOCN/TENDON AND TENDON/REINFORCEMENT INTERSECTIONS. 16. POST -TENSION SUPPLIER SHALL INSTALL ALL P.T.• CHAIRS AND MILD REINFORCEMENT WITH OWN PERSONNEL. 17. GRADE SLAB SHALL HAVE A CONSTANT THICKNESS OF 6". is. GRADE SLAB DESIGN BASED ON MODULUS OF SUBGRADE REACTION OF ROSE RANCH WATER STORAGE TANK J I K MIRAORAIN 6000 OR APPROVED EOVAL. 4 FULL WEIGHT OF WALL MIRAR 140n OR I APPROVED EQUAL. / 360' WRAP WITH 1 FULL OVERLAP TOP. I -_- _ . :' _ L,• iVARiES. MIN- 9" •STEEPER AT - 3/4" SCREENED ROCK PILASTERS 6- PERF. SDR 35 PVC PIPE: SLOPE O I& 2'-0. OF CLASS 6 BASE COURSE MATERIAL PERIMETER DRAIN DETAIL(D NO SCALE FOUNDATION PLAN AND DETAILS L I M I N 1 0 DRAMWC MUYBER 51 P 13 12 La TYP COLUMN DOWELS SEE TYP. COLUMN SECTION THIS SHEET �- REINF. CENTERED OVER COLUMN IN T & B OF SLAB SLAB REINF, OVER COLUMNS --------- BOTTOM REINF. ---- --'- ---- I J 1 � I I I SEE TYP. ROOF REINF. O 12- 7 12- COLUMNS DETAIL - 7 12-16 I I 1 I 12-07 12- 83 12- 7 2- C1 I � a: '1 I I 12-17 TI- 6 • 7 1 12- 6 I I � I I I I I I I I 1 I L 911AGROUT 212 WITH BONGING. L (2)05 • d fl ELEVATION SECTION TER SLAB IS p 12" E.W. TYP. I I I y_0- "' 10' SCH. 40 EPDXY PAINTED COLUMN MAY PROJECT TOXY - - -iii-iii' I I 67x O EA, PERT. NOT SHOWN FOR CLARITY . CO ! (EPATED) SEE TYPICAL I I I INSULATING FLANGE TO FLANGE ROOF REINF. AT COLUMN MAINTAIN P.T. O MIO -DEPTH 4- INTO EA. POUR DETAIL FOR DOWEL PLACEMENT - I COLUMN DOWELS SEE TYP. COLUMN SECTION THIS SHEET �- REINF. CENTERED OVER COLUMN IN T & B OF SLAB SLAB REINF, OVER COLUMNS TOP REINF BOTTOM REINF. 3/s6 TYP 1 - 7 12- I 12- 7 12- SEE TYP. ROOF REINF. O 12- 7 12- COLUMNS DETAIL - 7 12-16 4 12-07 12- 83 12- 7 2- C1 - 7 12-Jg C2 12-17 TI- 6 C3 12- 7 12- 6 NOTE! ALL BARS ARE TO -5 LONG. ~ COLUMN BELOW l COLUMN CAPITAL BELOW n I J 5' ORE =0 DETAIL 52 3/s6 TYP PROVIDE 5 EVENLY SPACED 3/4'> 1' -0 - 5.5. PLATES 16 NOTE: SEE CIVIL DWGS AT90'.. SEE TYP. ROOF REINF. O FOR ADWL INFO. COLUMNS DETAIL 1 THIS SHY 10'■316 S.S. RISER 4 5'-Q' R SECTION WITH FLANGE PROVIDE AWWA C207 FLANGE TO ONE ALOE PER BRACKET Y J 1' `ry POSY TENSIONING STRAND AND ROOF ] ^ ❑ SEE DWG S7 FOR DETAILS REINF. NOT SHOWN FOR CLARITY NSULATING WASHERS & BUSHINGS 7'-0- SO. COL. CAPITAL 911AGROUT 212 WITH BONGING. L (2)05 • d fl ELEVATION SECTION TER SLAB IS p 12" E.W. TYP. 5 y_0- "' 10' SCH. 40 EPDXY PAINTED COLUMN MAY PROJECT TOXY - - -iii-iii' 1/4' MAX_ INTO CAPITAL 67x O EA, PERT. NOT SHOWN FOR CLARITY . CO ! (EPATED) SEE TYPICAL S-W.3/8'T STEEL i' { THICKEN SLAB TO 12- MIN. INSULATING FLANGE TO FLANGE ROOF REINF. AT COLUMN MAINTAIN P.T. O MIO -DEPTH 4- INTO EA. POUR DETAIL FOR DOWEL PLACEMENT - .2- CLR RL REINF. -RAL 77 - PSP 0 ,O" FL.FL DIP. 90" BEND. WITH 2_WEEP RING OUTSIDE. I• 15-0 TYP. — (B)p7 VERT. d l - REFER TO CIVIL DRAWINGS I 2 INLET/OUTLET PIPE 93 SPIRAL REINF. EPDXY PAINTED STEEL �i a Z =.a W HATH 2 PITCH THIS SHT FOR THROUGH SLAB DETAILS. BAFFLE PLATES AT 90" O'O m l W p 7><'X *EA VERT_ �5 p 12- O.C. E.W. TYP. [EPgxr COATED} - v SEE COLUMN FOOTING #4x0TIES SCHEDULE AND PLAN _ � ' 6 r _ INSLLR TED JOINT ON DWG 51 FOR SIZES r 18 O 12' O.C. E.W. TYP, _ Q I SEE DETAIL 5 THIS SHT LENGTHS VARY p ^ O x CLEAN THORLIGHT LSTBEAND NDB SANDBLASTFORE 1�W ' N POURING FOOTINGS 2 TRIM NOTE: F007ING DEPTH OR COLUMN LENGTH TiQI�,111L L,�uMN /4 O 1•-2• D.C. E. W, MAY BE VARIED AT CONTRACTOR'S OPTION. _ TO SUPPORT PT -_-_�- 6- GRAVEL LAYER. TYP. DWGS ASSUME COLUMN LENGTH VARIATION, F FOOTINGS TO BE A MIN. DEEP. .] SECTION 52 - 31/1;Vs/'`•1_D_ DETAIL z ' B R O W N AND L1ATL__L_5 JE `"°. ', _;C.`` ." "``.; LONE REV C A L D W E L L PRELIMINARY DENVER, COLORADO FILE 17890 DRAWN APC NOT FOR SUBMITTED:. DATE: DESIGNED 5WH CONSTRUCTION APPROVED: DATE: �~ CmCCXED APPROVED: DATE: CHECXED A B C D E F n I J 5' ORE =0 OVERFLOW PIPE DETAIL z 1/2'-1'-0' 5` 0' R 1 ❑ P DEPRESSION 1(4)94. OTIES 1•-s• R. SLOPE B_W.3/8•T STEEL /f" I WATERSTOP. EMBED , 4' INTO EA. POUR TO' FLXPL DIP, 90' BEND. ENCASE IN CONCRETE &. PROVIDE KICKBLOCK. REFER TO CIVIL DRAWINGS DRAIN PIPE DETAIL 52 REVISIONS DESCRIPTION 10• FLFFL 0.1 WALL PIPE WITH 2' WEEP RING SIKAGROUT 212 WITH BONDING. AGENT, POUR AFTER SLAB IS FULLY STRESSED THICKEN SLAB TO 12 MIN. MAINTAIN P.T. 0 MID -DEPTH 15 3/s6 TYP PROVIDE 5 EVENLY SPACED V% / 5.5. PLATES 16 NOTE: SEE CIVIL DWGS AT90'.. FOR ADWL INFO. PIPE BRACKETS. PROVIDE 10'■316 S.S. RISER 4 5'-Q' R SECTION WITH FLANGE PROVIDE AWWA C207 FLANGE TO ONE ALOE PER BRACKET Y J 1' FLANGE INSULATED ] PROVIDE 318 $. S. HLT$ & BOIi$ PROVIDE BOLTS ❑ SEE DWG S7 FOR DETAILS NSULATING WASHERS & BUSHINGS 911AGROUT 212 WITH BONGING. ELEVATION SECTION TER SLAB IS [4]#4x 0TIES + FULAGELY STRESSED 10' SCH. 40 EPDXY PAINTED ,'-t' _ - -._J lcl"I - - -iii-iii' STEEL OVERFLOW PIPE ABOVE NOT SHOWN FOR CLARITY . S-W.3/8'T STEEL i' { THICKEN SLAB TO 12- MIN. INSULATING FLANGE TO FLANGE 1b•Y - 371-457- MAINTAIN P.T. O MIO -DEPTH 4- INTO EA. POUR =ij Y COAT INSIDE AND 77 - ,O" FL.FL DIP. 90" BEND. WITH 2_WEEP RING OUTSIDE. I• PROVIOE KICKBLOCK-- 3--a- -DNOTE: REFER TO CIVIL DRAWINGS I 2 INLET/OUTLET PIPE NOTE; SEE INLET/OUTLET PIPE DETAIL 51/4• EPDXY PAINTED STEEL �i THIS SHT FOR THROUGH SLAB DETAILS. BAFFLE PLATES AT 90" REFER ALSO TO CIVIL DWGS - 1/4- EPDXY / PAINTED STL 7 _ � ' 6 � _ INSLLR TED JOINT I SEE DETAIL 5 THIS SHT TRIM BARS. T & B _ -_-_�- 6- GRAVEL LAYER. TYP. OVERFLOW PIPE WEIR F r' O PIPE ENCASEMENTS DETAIL z DIP, SEE DETAIL 5 THIS SHT OVERFLOW PIPE DETAIL z 1/2'-1'-0' 5` 0' R 1 ❑ P DEPRESSION 1(4)94. OTIES 1•-s• R. SLOPE B_W.3/8•T STEEL /f" I WATERSTOP. EMBED , 4' INTO EA. POUR TO' FLXPL DIP, 90' BEND. ENCASE IN CONCRETE &. PROVIDE KICKBLOCK. REFER TO CIVIL DRAWINGS DRAIN PIPE DETAIL 52 REVISIONS DESCRIPTION 10• FLFFL 0.1 WALL PIPE WITH 2' WEEP RING SIKAGROUT 212 WITH BONDING. AGENT, POUR AFTER SLAB IS FULLY STRESSED THICKEN SLAB TO 12 MIN. MAINTAIN P.T. 0 MID -DEPTH 15 ADFILE 57890002 1 ATE 06-09-99 OPER ATOR JCnesehro DUUMIS NUMBER ROSE RANCH DETAILS S2 WATER STORAGE TANK sp4Ez RSR J K I L m N 0 P 3/s6 TYP 5.5. PLATES 16 NOTE: SEE CIVIL DWGS AT90'.. FOR ADWL INFO. 10'■316 S.S. RISER 4 5'-Q' R SECTION WITH FLANGE PROVIDE AWWA C207 FLANGE TO J 1' FLANGE INSULATED ] PROVIDE 318 $. S. HLT$ & BOIi$ PROVIDE BOLTS NSULATING WASHERS & BUSHINGS 911AGROUT 212 WITH BONGING. TER SLAB IS [4]#4x 0TIES + FULAGELY STRESSED ■ ■ r • _ - -._J lcl"I - - -iii-iii' - SLAB P T. AND MILD REINF_ NOT SHOWN FOR CLARITY . S-W.3/8'T STEEL i' { THICKEN SLAB TO 12- MIN. WATERSTOP. EMBED MAINTAIN P.T. O MIO -DEPTH 4- INTO EA. POUR =ij 77 10' FLeFL D.I. WALL PIPE ,O" FL.FL DIP. 90" BEND. WITH 2_WEEP RING ENCASE 1N CONCRETE & PROVIOE KICKBLOCK-- REFER TO CIVIL DRAWINGS I 2 INLET/OUTLET PIPE DETAIL 2 ADFILE 57890002 1 ATE 06-09-99 OPER ATOR JCnesehro DUUMIS NUMBER ROSE RANCH DETAILS S2 WATER STORAGE TANK sp4Ez RSR J K I L m N 0 P V-Q. SMOOTH TROIEL FINISH 0 I ON FTG. _ 4 3/4'- 'VULCAN' 116 ELASTOMERIC CAULK 7-T a' ! ^' ■ L _ OR APPROVED fOUAL, EA, SIDE OF F5 • _ • J 1 -D' WATERSTOP 0 TDP. EA SIDE OF WS. (13)05 x FULL HT, PLACE AS SHOWN WATERSTOP 3' 1•-0 INNER CURBS SHALL BE POURED PROVIDE 14 GRADE 60 I GREENSTREAK 0696 OR EQUAL IIWTHCAULK SPIRAL, 2 PITCH 7 ■ V-O'L i5 . 5'-0' _ I THIS SHEET JOINTS . SEE DETAIL B 0 EA TENDON ANCHOR ;-(2)4 STRAND a- ' SEE OWG S5 FOR (2)1 1/2 •3-. CONT 1 THIS SHEET "DONS AS ' � � PILASTER REINF. PLACEMENT NATURAL RUBBER gE.aRING I {2},Ea K CON i. EA CURB. PROVIDE EPDXY —+{ ' .('-` ►5 "•' PADS+ 30 DUROMETER. Ax. T•-0 SHDAN• TYP. a COATED REINF. FOR INSIDE CURBS. TVP. 7� � �. ..' CLUE TO TOP OF FTF� 9 14.3 0 2: D.C. BOTH CURBS. 9 DE Y COAT CE Ni SEE DETAIL 3 TENS SHS / ROUGHEN SLAB.�TYPICEAL UNDER CURBS (a)►5 CONT. (2)1/2-0 P.T. STRANDS 0 2'-4- O.C. E.W. �1 1/2- MIN. EL B46O.5' 0 MID-DEPTH OF SLAB (VSL VSLAB+) T.D. SLAB ■ jai e POINT OF TANGENCY W I � 8 I I NOTE: PILASTER REINF. ELEVATIONS • i KA O I•-{]� D.C. SEE DWG 55 FOR ADD'L REINF S' (4) VSL V9-AS+, 2 STRAND TENDONS PLACE RADIALLY NATES: EA. SIDE OF PILASTER SEE St FOR ANCHORAGE DETAILS SPACE CONT. W FTG. ►+ C I'-2- O.CME E.W., SEE DWG SS FOR PILASTER SPACE AS $HOrM PLACE A SAME TRA 2. PLANE A$ P, S. STRANDS I. NO REVERSE HORIZONTAL CURVATURE WILL BE ALLOWEDREINF PLACEMENT. 2'-0' MIN. LA IN HORIZONTAL TENDONS AT PILASTERS. 7 2. BURS CK CFF STRONLY AFTER ENDS AND GROUT STRESSING PILASTER ky l._,• 1�: NOTES: 7 POCKETS QNLY AFTER AU7HpR12ATON SY ENGWEER. !7 • �I s-c O 1' 0' D.C., PUCE q RADIALLY, CENTER VERTICALLY ON P.i F, SLAB SHALL BE WATER CURED. ISEENU US WITHOUT FOR PROPER CURING PROCEDURE. SECTISECTION ISI REINFORCING 2. L71 R85 SHAH BE POURED CONTINUOUS rd THOVi CONSTRVCTCN JOINTS (EXCEPT AT ON S3 STRAND EXTEND 1'-0' O PILASTER FI= JOINTS)• A MINIMUM OF 14 DAYS AFTER WALL STRAND TENSIONING IS COMPLETE. DETAIL 1 EXCESS STRAND THAT REMAINS AFTER POST TENSIONING SHALL NOT BE CUT OFF UNTIL �- 1'-0- ENGINEER HAS GIVEN APPROVAL, 53 �. BEFORE STRAND ANCHOR POCKETS CAN BE GROUTED, THEY SMALL BE CLEANED OF DIRT AND DEBRIS AND BONOfND AGENT APPLIED. SEAL PER VSL VSLAB+ SYSTEM. S. NATURAL RUBBER BEARING PADS SHALL CONFORM TO ASTM D-2000. TYPE AA-370. 30 DWROMETER. PADS SHALL BE FIELD JOINTED 0 SOOT INTERVALS. JGINTS SHALL BE Cut O 45' AND BONDED WITH CONTI- OR -PANG ADHESIVE AND SMALL BE WATERTIGHT. b PREP. SURFACE BEFORE 3' CLR. S POUR PER. SPECS. i r ►a4 +I O EA. HOR+Z. ►6. FULL HT EA. SIDE JOINT i / /5 TVP, 0 DUCT OUTSIDE FACE I ►5HOR12. meq. EO.� I OUTSIDE FACE GROUT BEFORE TOP . . SLAB IS POURED VSL SOS-4 ANCHORAGE 5 TOP h BOiTQM [2)/5. FULL HT. EA- SIDE OF JOMT1YJI �� 5 ►■, GR. BO. 9.0SPIRAL, 2- PITCH 1'-8- LONG EA. ANCHORAGE. WATERSTOP J TOP dc BOTTOM. M, TVP. LREENSTREAK j6e8 OR EQUAL NOTE: WATERSTOP SHALL BE JOINED 1MT14 WATERSTOP (1)►5 : CONT_ O EACH HORIZ. N4 WALL F0011NG WITH FACTORY MADE FLAT TEES. (4) f5x CONT., TOP OF WALL DUCT, TVP. NO SUBSTITUTION WILL BE ACCEPTED FIELD JOINTS WALL JOINT ARE BUTT JOINTS ONLY. a DETAIL s3 ►5.6•-0.0 2--9' D.C. E.F. 4 - PLACE AS SHOWN ON DWG S5, Ia WALL ELEVATION'. {4y0-5'0 STRAND BONDED I'VE (2)0. CONT 0 TENDONS IN VSL. TDP FOR SUPPORT. 106— r 43mm PT-PLUS GROUT VIBE did CAULK ALL GAPS NOTE. DO NOT DAMAGE BEARNJG POLY DUCT 0 2-9- O.C. [+}►Sx CONT, AS SHOW PADS WHEN REMOVING VOID FORMER 0 BOTTOM OF WALL FILL BOTH SIDE GAPS WITH 'POLYLAM' 1 -POLYLAM- FOAUa CONT, 'lr JOINT 0 FOAM AFTER FORMS ARE REMOVED. I 1 I/2' TVP. 'PDL YL AM' FOAM IN GAPS, TVP. 1.7 PCF, CELL POLYETHYLENE FOAM � B'-O' O.C. MIN. ! a. NOTE: CAuLKWG IS NOT REU•D. AT TIME OF CONSMCTION — UNLESS LEAKAGE IS SPECS. L C7 �- AT WALL JOINT. SEE SPECS. FOR LEAK TEST INFORMATION I I6. FELL HT., CENTER PROVIDE y -1 EA. VERTICAL DUCT. PROVIDE 3 a•I L iORSTIC SUPPORTEOVERTFAT OAMEBE 0� —1. I FORM VOID CONT IN THUS f TO AID PLACEMENT - : THIS AREA EA SIDE ON SHIM ON BEARING PAD. ^REPLACE L RUBBERSECTION ELEVATION WFTPpLYLAMFOAM BEARING PADS Z Z 2 AFTER STRIPPING � Y 1' INSIDE CURB WALL BASE NOTE. REFER TO SPECS. VERTICAL TENDON ANCHORAGE DETAIL SECTION D3300-2.32 DETAIL s 53 53 REINF, O WALL FOR SUPPORT OFAL ND SCALE NO SCALE TENDONS IF NECESSARY. DETAIL 53 ADFILE 57890003 ��ry( �y[M� N ,L 7�� 1� LINE IS 2 INCHES REy S'TOHS ATE OS-C9-9 B R O Tr A N LJ AT FULL S12E H ZONE REV. DESCRIPTION BY DATE APP TE 0.i-09-9 C A L D VV E L L �OT ,--WALE •CCGF}yC:+ DENVER, COLORADO FILE i 7B9{] PRELIMINARY DRAWING MIJYBER DRAWN JPC NOT FOR SUBMITTED: DATE CONSTRUCTION ROSE RANCH WALL AND PILASTER DETAILS S"3 DESIGNED Swim APPROVED: _ DATE: HECKED WATER STORAGE TANK MEET NUMKR APPROVED: �~ ..a wn.,. DATE: HECKED A B C D E F G H I J Ft L iN N P R O V V C t V r1 I J R L M N U Y I �6r&' �CtO 47E OF TENDON �{ I � .1 1 1 ' II I r 4 2 34 -,1 •II CONT, SPACE AS 8OWN. REINF. SHALL `III • ��- FOLLOW HORI2. POST A4 A. TENSIONING TENDONS, TYP, I. 6x FULL HT.WE tl 1/2" O.C. ` 1 o VERT ACE BETWEEN PERT. S3 I �0 83 POST TENSIONING TENDONS. A I 1 1 WALL CONST, JOINT (TVP,) '1jVERTICAL TENDONS. ` SEE OWG SS ` A3 A} .III f 1 i f LEFT RIGHT BONDED STRAND } N ONS IN VSL PT -PLUS, ' 1 1 -- 1 82 S9mmm• POLY DUCT. TYP.no II 82 000 NO. PILASTERS 1 'III •a• TENDON ANCHORAGE 1 r ` A2 i A2 I II I: Q I `1 � •'1 L7 1 I I- T 1 1 T— i � m ` STEEL REINFORCEMENT TENDON REINFCaCEuENr ODO PILASTER EVEN PILASTER A TENDONS "B" TENDONS l WALL NOTES: TYPICAL WALL SECTIONS 1. HORIZONtAL NALL TENDONS SHALL BE STRESSED FROM BOTH ENDS. SECTION 4 2. POST -TENSION SUPPLIER SHALL SUBMIT STRESSING SEQUENCE FOR Sa 4 APPROVAL BY THE ENGINEER. ` 3. VERTICAL TENDONS SHALL BE FULLY STRESSED BEFORE STRESSING THE 3/S•=1' -p- HORIZONTAL TENDONS. STRESS EVERY FOURTH VERTICAL TENDON UNTIL ALL VERTICAL TENDONS HAVE BEEN STRESSED. 4. HORIZONTAL STRANDS BROKEN DURING THE STRESSING OPERATICN SHALL REPLACED. 5. BE WALL TENDON STRESSING SHALL NOT TAKE PLACE UNTIL FIELD CURER 04 ANCHORAGE, iT'P. ' CYLINDERS SHOW THE WALL CONCRETE HAS REACHED 4500 PSI. 6. MEMBRANE CURING COMPOUND USED ON ALL CONCRETE SURFACES THAT WILL BE IN CONTACT 'NTH POTABLE WATER SHALL APPROVED FOR POTABLE WATER USE• USE EUCLID CHEMICAL COMPANY 'PLIOCURE' OR APPROVED EQUAL- 7- DESIGN BASED f c - 450T PSI, 1pu 270.000 PSI, AND ASTM A416 D.5' 8- RE LOW T -TEN PON STIiATJOi DIAMETER.HORIZONTAL NOR120N TIAL POST-TENSIONWC SYS TELT` SHALL BE AS FOLL01Y5: 4Y .3 ANCHORAGE: VSL 85-6. TENDON DUCT; PLUS POLYETHYLENE DOLT. 59mm IN DIAMETER. ' Dl Vl! TENDON: [6}0.5' DIAUETER STRANDS. t J DESIGN BAS D ON N - 0.0002. U 0.14, ANCHOR SET OF 3/8' AND LONG LEFT RIGHT TERM LOSSES OF 25,000 PSI. EFFECTIVE PRESTRESS FORCE -133 KIPS. 9. VERTICAL POST -TENSIONING SYSTEM SHALL BE AS FOLLOWS; I ANCHORAGE: VSL S05-4. N' TENDONDUCT; VSL PT -PLUS POLYETHYLENE DUCT. 106mm .43mm. 3O TENDON; {40.S" DIAMETER STRANDS DESIGN BAS D ON K - 0.0002. U - 0.14, ANCHOR SET OF 1/4' AND LONG TERM LOSSES OF 20,000 PSI, EFFECTIVE PRESTRESS FORCE+102 KIPS 2 PILASTERS 10, POST -TENSION SUPPLIER SHALL SUBMIT ON THE SHOP ORANINGS THE SPECIFIED FORCES AND ELONGATIONS- LONGATIONS11 EVEN NO. 11 POST-TENSION. SUPPLIER SHALL SUBMIT STRESSING RECORDS FOR REVIEW '9' TENDON ANCHORAGE BY THE ENGINEER. STRAND ENDS SHALL NOT BE BURNED CFF UNTIL STRESSING RECORDS ARE APPROVED BY THE ENGNEER, 12. TIE T00% OF THE TENDON/TENOON AND TENDON/REINFORCEMENT REBAR AT PILASTER INTERSECTIONS. 13. USE VSL CLAMPS, CLIPS. COUPLING AND SEALS FOR ALL TENDON DUCTS PILASTER ANCHORAGE PLAN 14 POST-TENSIONSUPPLIER SHALL INSTALL ALL P, T„ CHAIRS AND MILD DETAIL REINFORCEMENT WITH OWN PERSONNEL. 5'a NO SCALE NO SCALE N AND UNE IS 2 INCHES i REHSIONS ADFILE S7890004 C A L D W E L L AT FULL SIZE °fr.L' '•-5`.>F �.09°" ZONE REV DESCRIPT ON 8r DA APP A OPERATOR JChese6a PRELIMINARY DENVER, COLORADO ILL 17890 DRA1104 NWBER DRAWN -IPC NOT FOR WALL SECTIONS AND SV641TTEo: DATE: DESIGNED Sym CONSTRUCTION ROSE RANCH APPROVED: OA TE: CHECKED PILASTER ANCHORAGE PLAN �-� WATER STORAGE TANK SHEET NI111KR APPROVED; DATE: CHECKED A B C 0 E F G H i J I IC I L M N 0 p r1 D 9 8 _7 6 5 4 2 A 1 tS 1 _ L. 1 U I L I r 1 %j I „ I I I I TC I L I AA ( N I U 1 hr NOTE: SEE OWG S3 FOR PILASTER REINF. AND A001. INFO - PILASTER REINF. ELEVATIONS DETAIL 55 1/4' -1* -0' EVEN PILASTER AOD'L 05 T k B IN PILASTER FTG- PLACE HOR12.• 701 N -'— (4)AOO'L #4--s SECTION AT PILASTER DETAIL 5 OUTSIDE FACE OF WALL BEYOND CONTINUOUS NATURAL RUBBER BEARING PAD RUBATEX FOAM MUST BE USED BETWEEN INNER ANDOUTER BEARING PADS AT PILASTER, TYP. CONT, RUBBER BEARING PAD WATERSTOP LENGTHEN RADIAL REINF, AT PILASTER FTC. IV 85 `e II A5 I A 1� A 84 O= f N Ait a a 83 1 N n $ I ❑ A3 4 P -j •Iy � r]ii r I to A2 g s B�,y I Al NOTES: 1. GENERAL: A. The construclion sequence is crilicol- Refer to She SpeclRCotions far proper sequencing 2. LIVE LOADS VSEL IN DESION1 A- Roof Snow Load (Pg) 150 PSF C. Roof Soil Load (floximum) 180 PSF D- Seismic Ione 1 3- SOIL DATA USED 1N DESIGN- A- Allowable Soil Bearing Pressure 3000 PSF e- Equivalent Fluid Pressure - Active, at rest 55 PCF C. Equivalent Fluid Pressure - Passim 400 PCF 0- Sou weight 125 PCF E- Foundation design based on Hepworth-Powlock Ceotechnicol, Inc- Soil Report #197327, dated 5/28/99. 4, EXCAVATION AND BACKFILL: A. All footings Shan bear on properly composted Class 2 base Course moterial- All filf shall be placed under the direction of an Eng ince,. Fill shall be compacted to 1007 standard ProCtor (ASTIR 0-6981 maximum dry density end moisture treated to between +/- 2% of optimum moisture content w os required by She Soil Engineer - B. The Soil Engineer, shelf observe the open excavation to verify the bewing material. OPprove cpmppction, and peFfarm CompaCtion tests "fore concrete is poured - C. Wail backfin shall be compacted to 95% standard Proctor maximum dry density wltnin 2% of optimum moisture content. 0. Backfill adjacent to lank walls only after the tank is complete and has passed She water tightness test. E. Of"crentiol bocklill elevations around the structures are not to exceed three (3) fret al any time- F- The water table shall be kept below and away from the level of construction at all times. 0, The foundation bearing surfaces ore to be kept dry and stable until the tank Is complete and ready for bockfaling, 5. CONCRETE - A, Construction shall be in accordance with ACI Building Cade. B. All concrete shallbe stone aggregate and shall develop 4.5DO psi (}'c) Compressive strep 9th within 2B days unless otherwise noted- Use air en trainmen[ per the Specs. Concrete shall reach 3.500 psi in seven days - C. All exposed edges of Subs and Columns shall have 3/4' chamfer. D. See Civil drawings fpr sixes and IoCatidnj of holes, sleeves, balls, matches, anchors, inserts, etc. E. 1n tank walls, all construction pints shall be veFticol with water stops at locations shown on the drawings. No horizontal joints. 6- REINFORCEMENT: A, Detailing, fabrication and placement shall De !n accordance with ACI Codes and Momuols (ACI 318. 315 latest reviaion)- B- Steel rrinlorcemen! shall be me., deformed billet steel, meeting ASTIM S. ondard A615 -(latest revision), Crude 60. C. Lop all tension splices % bor diameters and all Compression splices 30 bar diameters, a=ceps oa noted - 0. Provide a m mum oI [7}#5 bars, each face, around openings. extend 2'-0" beyond the opining, E. Pravide concrete protection for ,ginforce-er,l as follows: 1. Concrete poured against earth 3' 2. Concrete poured in forms but exposed to ground or weather: a. 80rs larger than #5 2" b. Bars #5 or smaller 1 1/2" F. Provide ant y plastic w totally plastic Caoted accessories for all Concrete Surfaces exposed to weather, view or fluids. G. tack welding or welding o} rebors shall not be permitted unless otherwise called for or oppramd by the Engineer - 7. POST -TENSIONING: A- All post-lensioninq materials and construction procedures shall conform to AC! Standards (AC! 318 toles[ revision) and ACI 344 latest revision. 8. Past -tensioning strands shall be 1/2" diameter 7 -wire, law-relo.otion strand ASTM -416, 270 ksi ultimate strength, Refer to details for tendon sizes - C. Tendons shall be placed and held M their designated positions throughout construction, D. Tensioning shall not commence until concrete cylinder tesla show that the Concrete In place has attained the specified strength. Tensioning shall be performed by jacking under the immediate Control of a person experienced in this type o1 work- Records of the strand elongations and tensions shall be kept by the Contractor and submitted to the Engineer for review. The observed elono;OCOAe of the tendons shall be within 5% of those predicted. E- Strand ends shall not be Cut bock offer tensioning unto the Engineer has reviewed the field elongation records and hos given permission to do so. S. CONCRETE FINISHING: A- Floor slab and footing - light broom, except under wall - steel trowel. S. Tap at oral - steel trowel. C. Exposed exterior wolfs - ruDaed- 0. Roof slab - light broom - f 0 8 7 0 5 4 3 2 1/4 WALL REINF. ELEVATION 3 NOTE: SPIRAL REINF- p ANCHORAGES DETAIL SS NOT S14OWN FOR CLARITY. 1/4'-1'-0' NVIL: lHL AUDL. 4 STRAND TLNUUNS IN PILASTER ARE NOT SHOWN HERE FOR CLARITY- SEE DWG S3 FOR PILASTER REINF. AND ADO'L, INFO, B R O W N C A L D W DENVER. COLORADO A E L L9-99 LNE IS 2_1NCHE5_ PRELIMINARY NOT FOR CONSTRUCTION REASONSADFlLE WALL ELEVATION AND DETAILS 57890065 DATEREV. AERATOR JCe Scor AT FULL 11 .Oaf Z' -SCALP L OFa NG4 Fl DESCRIPTION BY GATE APP. FILE 17890 DRAWN JPC DESIGNED SWH NECKED NECKED ORAVANG NUMBER S15 Sl19MITTED: DATE: APPROVED: DAM APPROVED: DAT[: ROSE RANCH WATER STORAGE TANK s++EET MV&SER A 8 C D E F G H I J 1 K 1 L IA N ❑ P 0 90,8ryHSLL 9 9'-0_ �1 a .y.l I i Iry I I I I �TI yT1 11 II 1111 IT J I 1 1 11 !!! 1 1 1 1 -------••_-------_-_-- I I! r1y 1 1 j 1! fl I 1 1 l i l I I I 1 1 � ---LrLe�y �L- J_----- LL1�J 1. H PLACE 14 HAIRPIN RADIALLY h ------ -rl�_L r1 �_I ________- - '_T s" I I L______ , EACH SIDE OF ANCHORAGE. ______ 1 ' 1 y I ' "________i I I I 1 ! 2 PER ANCHORAGE. TYP- I __J_1_1 1----------- .---------- J_1_LJ-t-I (2) M5 T&A. EA L i- - - t------�- � SIDE OF OPG ---\ ----"------�-i -I J-1 r--------- �'• ___________-JL,J- i L_________ ,__-___---_J_ -L _I_y_I-____'r ACCESS HATCH. SEE 57 FOR T�I DETAILS- CURVE POST TENSION I 1 1 t 1 _' 1 �_ h--------------H-r-------------------- �- r-1--------------- STRANDS AROUND OPENING y I 1 Y- ��- y J.IN TOP SLAB MIN 6" CLR Ly_A ?1 -t"E _Li I y1I i ! I iry------`_--L_F n------------------ 1 Wx `'----------1rL1_ L4_i 1 1 r- - - - - - - - - - - - - - - - - - G ;-----_- -------------L__ I- (1] ►5,3'-0' TRIM-' 1 1 1 I Z---__--__��___ �(2}►5>t'-I�.x T & B. BAR T&B. EA- =Y=�r y _ _____�-z�'C�L"�_1-r.--_______ I �_r-1-ly_T_!- I pEANCHORAGE SPIRALS N CORNER OF OPC I 1 . I y �-----_-__ I I III ] 1 TYP. OVER PILASTERS c�Y�� -=-------i-1-r i-T_�_------------------- k I I . I - -r--_--__------------- -- u '------ 1 ' I I 1 — h- ------ ---i- I_�-F--------- -_,--7-i-r'1_T_� ------------------- - - - a S zl3 - - - - - - - - - - - - - - - - - - - - J- L -1-4-1 } - ------ --- LJ_�_' _-- - 2 I y �• z SLAB PENETRATION -- �I� FOR PENT PIPE. SET h _________�E RA __t_rJ_r_L ;-______ --- I --- - - - - - - I I �A o '!I TENDONS 6- CLR 1 1 1 1 1 I 1 I 1 1 rn �' MIN I ___ __vim -__J _1_r�-r->✓---------'"_________� I_i-L,J-�-�-- �;� h-------------------r-1--1�---------------------Y- ------------------- rTtt ---------"____---- � rI-�-H'-Fi U'----------+- -LI.1_ f - LI -T - - - - - - - - - - ---- -- -- -i — ? G I11 1 ll1 111 ------------------- ;}1 1 1 y 5 rn f I 1 1 H r----___ F•1� r -I � �� --- •�. — l-�-r� I rL.s_1--y�7 -- x 1 I 1- 1 I 1 I y y I 1 `-- I�1 I -- ------ ti ! y_1_J_1 1 - --- 1 1 l y l 1 a 1 I 1 ! 1 El REFER TO SHT. S2 I J_! FOR ROOF SLAB MILD - •" j' I I y i I REINF. 0 COL. I I I LEGEND y_ _ STRESSING END ANCHORAGE - - - - - - - � DEAD END ANCHORAGE -------- (2]0.5-m STRAND TENDON. BONDED F------r1ti-L-i-T'--------------------- - - - - -- +a L I - -' HL`-,�rFS�---------------------lri r171tu1,- i �' 5 a �12�.C- - ' 1' iJ I I LI-[ 111' [' I I V I' THRU-OUT VIII y1 1 i 1 I Illy h- -r1 i F1--------------------r+a-4�rrr a j1 I11�111 III'111 PLACE 14 HAIRPIN BETWEEN ANCHORACES. TYP- 0 COL. LINE TENDONS - 2 STRAND TENDONS IVSL VSLAB+ OR EQUAL} O 03 12' O.C-, COL- LINES 1• 2, dr 3. CENTER ON COL. LINE. — NOTES' 1. ROOF SLAB IS DESIGNED FOR BOBCAT LOAD OF 10,000 LBS. MAX. (FULLY LOADED WITH ALL ATTACHMENTS) DURING SOIL BACKFILL OPERATION. BOBCAT MODEL 653 ASSUMED, ROOF SLAB IS UM DESIGNED FOR ANY OTHER VEHICLE OR EQUIPMENT LOADS. 2, ROOF SLAB IS NOT DESIGNED FOR A SNOW LOAD RESULTING FROM AN AVALANCHE. 3- USE M5 0 3'-O" O -C. MAX. FOR SUPPORT OF ALL ROOF TENDONS. 4- ROOF SLAB SHALL BE BACKFILLED IN MAXIMUM 18' UNIFORM LIFTS, BRDWN AND C A L D W E L L SUB MI T TED; DATE; APPROVED: OA TE; APPROVED! DATE; LINEIS 2 INES R AT FULL S1CH2E �C- -5Cti +iCNi:iN0. �} ILE 17890 R AWN RC ESIGNED SW&+ ROOF SLAB PLAN 1/4'aJ*-0' PRELIMINARY NOT FOR CONSTRUCTION Z I PLACE RADIALLY4.' S SHOWN ON 'ROOF SLAB' PLAN CIRGUM. #5x CONT.. I PLACE AS SHOWN I� N SPIRALS 7"0. 2' PITCH, 6" LONG. TYP.� AT BEARING SURFACE PROVIDE 3 LAYERS OF 6 HAIL. POLYETHYLENE f EACH UNWORIIILY LUBRICATED ! W/ 011'E LEAD REPLACEMENT REPLACEMENT CREASE NO. 11s STOP WALL CONSTRUCTION ,JOINT WAT£RSTOP AT TOP OF WALL �3'-D' WADE STRIP OF MIRAORY 860 ALL AROUND. PROVIDE 12 LAP 0 TOP 1I OF SLAB. TRIMMED TO MATCH RADIUS AND APPLY LIQU10 MIRADRY AS NECESSARY TO PROVIDE WATERTIGHT SEAL. ALLOW FOR UP TO 3/8' MOVEMENT AT TOP OF WALL - BOND BREAKER MIRADRAIN 6000 TO TOP OF ROOF SLAB, rYP. TAPE, SIKAFLEX 1a OR EQUAL. W 1 /2/2" ►5x =' Q 8'-0" D -C. EPDXY COATED WRAP TOP 1* -O" IN WALL W/ 1 1/2' WITH MIN. FOAM BOND BREAKER SLEEVE. 8 CUT SLEEVE OFF ABSOLUTELY FLUSH VATH T.O. WALL- DO NOT LEAVE A DEPRESSION. WALL POST -TENSION TENDONS Ar REINF. NOT SHOWN FOR CLARITY ROOF DETAIL 56 q E COLUMN COLUMN COLUMN foL 'foe WOLjAOL 40L WOL WALLINFLECTION I POINT. rYP. DISTANCE TO L-- FROM TENDON S.O OMSLAB 5.0C ROOF SLAB NOTES: 1. ROOF SLAB DESIGN BASED ON MAXIMUM 1'-6" SOIL LOAD AND 150 PSF SNOW LOAD. 2. DESIGN BASED ON f- c = 4500 PSI, F Ci - 4500 PSI AND fou - 270,000 PSI, ASTM A416 0.5 DIAMETER, LOW RELAXATION STRANDS. 3. POST -TENSIONING SYSTEM SHALL BE VSL TYPE SCS -4 ANCHORAGE WITH 4 0.5- DIAMETER BONDED STRANDS PER TENDON TENDON DUCT SHALL BE MPT -PLUS POLYETHYLENE DUCT, 106mmx43mm. 4. DESIGN BASEDON K - 0.0001. U = 0.14, ANCHOR SET OF 1/4 AND LONG TERM LOSSES OF 25.000 PSL 5- POST -TENSION SUPPLIER SHALL SUBMIT ON THE SHOP DRAWINGS THE SPECIFIED FORCES AND ELONGATIONS, 6- POST -TENSION SUPPLIER SHALL SUBMIT STRESSING RECORDS FOR REVIEW BY THE ENGINEER. STRAND ENDS SHALL NOT BE BURNED OFF UNTIL STRESSING RECORDS ARE APPROVED BY THE ENGINEER. 7. TIE 100% OF THE TENDON/TENDON AND TENODN/REINFORCEMENT iNTERSECnONS 8. POST -TENSION SUPPLIER SHALL SUPERVISE INSTALLATION OF ALL P.T-, CHAIRS AND MILD REINFORCEMENT - 9. EFFECTIVE PRESTRESS FORCE IS KIPS/TENDON- DESCRIPTION ROSE RANCH WATER STORAGE TANK H I J I K 5-08" 7.92- L 2-08' 7.92' 2.08" 7 92• TYPICAL TENDON PROFILE SCHEDULE 7 6 WALL 5 5.08' 5.00' 4 NOTES: 1- AT TENDON/TENDON INTERSECTIONS, BANDED TENDONS TAKE PRECEDENCE. 2. DIMENSIONS AT SLAB BOTTOM DENOTE DISTANCE FROM SLAB BOTTOM SURFACE TO THE C-G.S. ROOF SLAB PLAN AND DETAILS ADFILE 57890006 ATE 045-10-99 PERA70R JCheseer DRAWING RDaBER LZJ 13 2 r! COORD, TOP OF LADDER ELEV. IM TH HATCH MANUF A■ D K 1 1/4"x2 BAR i (3)16 (A706)K5-0'. T & B 1/4'x$' BAR, TMP, EA, SIDE. 12 BARS TOTAL. A ' BEND UP FOR FORM REMOVAL. 57—x(3)16 (A706}x5'-D �ry , T & B. 6 BARS TOTAL. BEND UP FOR FORM REMOVAL_ - n ?� I 14x' a 1'-D O.C. 5' -0'x5' -O' ALU. 'BILCO' BARS ARE SHOWN~ OUTER HATCH W/S.S. HARDWARE. SEE SECTION A TI, -US SHT• - PARTIALLY BENT. 9 PLASTIC COATED MANHOLE 6'H.4 -W CONC. CURB, ALL STEP O 12' Q.C. AROUND ROUGHEN SURFACE L L 14.3'-0' T & 8, AND APPLY BONDING AGENT, - - 16 BARS TOTAL 1; VENT PIPE 9.2 1/4' RAD., TYP, _ t LADDER CAGE SECTION A SECTION B 2'-6"x3'-0- 'B[LCO' ROOF �ryC ------ SCUTTLE W/S.S. HARDWARE- DETAIL SPA - -- - - - - _ SEE SECTION A THIS SHt 57 I _ _ LINES SHOWN FOa. BRACKETS � 2•_0• I '�- SEAM ,N DOUBLE - LEAF OUTER HATCH3'-p- TEE BILCO FRAME v DRAIN TO DRAIN PIPE 3' PVC DRAIN PIPE. DAYLIGHT ! �i [� L 1xlx1/8 S.S.- TYP. �I NEAR VENT PIPE RISER. 7 x' ALONG NEAR SIDE ACCESS HATCH AND FAR SIDE PLAN NOTE s: � - i � „�clo 6 S. LENTON "FORM SAVER' OR APPROVEO EQUAL MAY BE SUBSTITUTED I',-- �} _ _ - -�_- FOR THE A706 FORM REMOVAL REINFORMCEMENT 5` 115 2. LAP A706 SLAB STEEL AT OPENING. FIELD BEND AWAY FROM 1 1/4 -%.IB" LONG LADDER �! I OPENING FOR FORM REMOVAL. RUNGS AT 12' O.C. 3 4 1/4" DIA. ANODE ONE EA. BRACKET, TOTAL OF 3 PER SUPPORTED PIPE, SEE 'SUBMERGED ANODE - DETAIL 4 THIS Ski. M BILCO JO-4AL DOUBLE LEAFo- 5 3/8' RADIUS J.D. o• C 5'x5' ALUMINUM HATCH WITH r N - S C •.3 2'-s"x3'-0' BILCO TYPE S.S. HARDWARE J S-50 ROOF SCUTTLE, ALUM. [= 3/8' SENT AHD W/S-S. HARDWARE- I 1 ROLLED S.S. STRAP S7 - E 5/B" STAINLESS STEEL ANCHOR OP 16 ANODES TOTAL BOLT. REQr+EAD WW 5860 OR EQUAL ELS 6227 75 ,.r PLACE AS SHOWN T 4 7o O.C. . . I 1 [. LADDER BARS ARE ! 1 2 STAINLESS STEEL BOLT I I I. 5/8'9 x 3 1/2' EXPANSJON 1/2-x4-, TYP. �' PIPE BRACKET / VT L 822525 a 1 1 ANCHORS. S.S. REDHEAD I T•D,S. J WW -5860 OR EQUAL "I NDTE� PLACEMENT OF WEDGE ANCHORS Ot TO VERTICAL DRAIN PIPE FOR OUTER DETAIL 57 AND 14ORI ONTAL CORRESPOND AND CONCRETE SEE DWC Sb FOR / HATCH BOK NO SCALE ROOF SLAB RENTJ ❑ PROVIDE 4- FOOT, FINISH IN STEP 3 'ac �: EA. SIDE A _ 3 o LADDER. 1/2•`-1/2- S.S. STUD 4 1/4' DIA. KAISER MAGNESIUM 14x, 1Y O.C. HYDROPkYLIC wATERSTpP WELDED TO SUBMERGED TYPE E-2 ROUND CONDENSER HOOK TOP OVER a ALL AROUND VENT PIPE STEEL SURFACE ANODE (MFC. W/ TAPPED HOLE 14x CONT. +' FOR 1/2' DIA. S.S. STUD) 0 c• NOTES: LADDER I- ANODES TO BE PLACED ON OVERFLOW PIPING AND ON LADDER CAGE 2. DO NOT PAINT ANODES, DO NOT 2 � I CALVANIIE ANODES. Z NOTE. CONCRETE HATCH BOX AND FORM REMOVAL SECTION DETAIL 57 3. ANODES REQUIRE YEARLY INSPECTION. 2 WATERSTOP GREENSTREAK 783, OR APPROVED EQUAL. ALL AROUND. OWNER TO REPLACE AS NECESSARY, NOTES: SUBMERGED ANODE ACCESS HATCH I- THE INSIDE LADDER ASSEMBLY SHALL BE A36 STEEL- PAINT WITH EPDXY APPROVED FOR POTABLE WATER SUBMERSION - 2. A 2. THE SAFETY CAGE AND LADDER SHALL CONFORM TO OSHA REGULATIONS. DETAIL s7 SECTION3. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL FABRICATED MISC. ITEMS. 57 4• PLACEMENT OF ANCHORS SHALL NOT CORRESPOND WITH VERTICAL AND HORIIONTAL _ TENDON LOCATION, 1/2 1 -p. ADFILE 57890007 1 ' B R O W N A N D __ LIME i$ 2 INCHES i REVISIONS ATE D6 -99 AT FULL 512E 'CNE RE'+ DESCRIPTION BY DATE APP. AERATOR -10-Cr CALDWELL T �� �._5�.� ..���� DENVER. COLORADO FILE 17890 PRELIMINARY DRAWING NUMKR DRAWN ACC NOT FOR 5178MITTEO: rwal.w.� DATE: SIGNED SWM DATE: CONSTRUCTION ROSE RANCH MISCELLANEOUS DETAILS S7 APPROVED' GATE: HECJKED SWH NECKED WATER STORAGE TANK SHEET NUMSER A B C D E F G H I J K L M N O P b• P 0- a' [rTv ] As s"DNN aHEu ow +GDD PST cDNCRETE � +ti is prays sICPE (TT>•] ;� L"A-- CrtCE CAMS 1�7° foleAllos RaAO. J_ 71 EFG RIAs f ii ADI.[ 1 1 ' ' •�____ �-- _� _ �1 Jam- iF STRIP Au TOPSL'lL UARlT AND KWAPACT 6• LASS 6 ACOREWTE BASE CWRSE �� 6' CLFSS L AGOR(DSTE BASE SIIaCRADE + uwiWY Of 9' DEPnI Tb 75lL COI.PAQr TO 95X STANOARO PROCTER rt.'EaTA COHPAC][➢ i9 43% STAxDARO PRDC iqR SCO AHl SiDCS NOTE: 3,AM PROCTOR AND DOTToU Of x yT11P ALL iCPSpL uNDeR NCw CGNSiRu[110r ROAD pTiN[5 TO R/CLVOWc SCARa"r AHC RCCOHPACi s.67 Att v vis S STANDARD PRce1Tw C11Cpr DAYS R - CONCRETE SIDEWALK DETAIL 1 SECONDARY STREET Nrs ?"> a7 R.J.. HIE ON RSA4 MIEWE t I�CSRO- AND C.SHEOE CAMS TO A eE ON EApF 90E Vf ROAO AS SHIONM S' PL -1 4 I I�x' ,•-a• tErrin FY]II RNf '" . y "'r a = i"ix CHECK DAM DETAIL 5.7 7 D' 12- I z' IS x o' S R s o' N. r S. Sao Soo � 1 avEadi011-c Roos �Laa�alf 771 �su91oY %t1 TNe G S_ Vr+ ROAD A - STA 1.0a 10 14.55 n a � AND 23+80 TO END ROAD 8 -STA t+DP TO ENP '� s' cuss a AccRECATE wsE x� TOP FDtE Or ROAD C - STA I+00 TO END a SICUK »OTE CS*�uoM0 11 CTo TO 954 EASE [ouR3E cn�ilMrEa MTV CLON EO TERC£ A 1+ X FROM SMIXT E]IACT LOCATION OF W0lmELr ROAD E - STA 1+00 TO END AOE+TASJL 5 ALL TrySpL VIU(R AR,F Cp4T.t)CnpE- FOXX STAVED K THE FIELD %U ori. TIC SFT. SCAWr AND IKttAPACT 5u XDE TO 954 y ex TK E"d+COA. HERE ROAD F - STA 1+00 TO END s Ar Mm P tot weevw cu.a ROAD O - STA 1+00 TO 1958 [Tw•7 BOM Sues Ix� 0.°L" ROAD J - 57A 1+00 TO 9138 SEE qn_ n� �_ MEDIAN CURB g PRIMARY STREET "'= OVER—EXCAVATION TABLE i5' ao roti 5 Eiji i u WAr mul,nt cm y rti M.R aonH w rRENEa. AM a Mar 12.0, \ POET �^- Ia' (APPROk} �� POST RTER CLOaI t. Na 'OOti OPE y ANAL+ 3': AiFNALi oi�il ss++6T. Aa.E on _ r aO.c 2x u ' COLW COUP. �EECTm To 9g5x �r V* y I �. NATEy IM F%TER CLOT. Fp l SHALL CONSIST Of _ STygAAo .RVCTOR $TANOA MOKN GYC-STOCK AP[ A YM M Cf M' a• or C1w55 .GPIECATE SAM WL*52 N n�a V,, A INRuaY aK Tr -LOGE HURL. NTN • '•3 VNOER OL". AAWa T. COW-CrED 6' OF CG55 G AO�,EGAft BASO Au q NAR wCS" SPACING C< 6 POSTS sHAu 9E EMER RFLON TOp3D4 SCAIiiY 4 o 7... TO 954 STA,LAAD PR[ICIOR• SAN Cts 'vim NCaD LIR SIEq YaHY6)Y LENOSN OF 1' wp RECOY.ACT e' To 35x a u1DO CURB, R PAVO"T. CCuP CrED SFE DTL r1.6 SHT gE 01L TINY Nr SFE DTL nL5 •1HE TO $59 STugA" PaOCTOK STANDARD RBOC TDR P rHpTF Y SRw ALL 1aRSCONIFACT NE.�>O„ 5%. SEDIMENT CONTROL FENCE MAINTENANCE ROAD — SECTION STAND ANOCETCR CTenra;f095% PRIMARY ENTRY STREET SfANOARO PROCTOR r. r.5. n T& n*5 A FLOW T.5 Tv T [NAA, TO 5 70 ' (NO) TO HUTCH Lw A,4 Inot ..TSH INSTHO MADE yy AIO ^n vAAES IO .HDC NAry TENAHCE STRAW DMFS J 7 Y FRCEBO �' v e I 20' SEC r AouHc �Lrxs ^'iu -ICH {g5TR1C TgRASE YATC11 EpsTNCfcRACE 1' y � or NAIKS L 4 MA rrR.c I uc cRAw.c NLAn3 vAfFEs c°rER +.D' FRFEeaARO DE8aL5 WAOC srAeuIIA Loup I"1� GWER aR ATwRpa(p uARIE$ AAEd u " r� r*II 11�" Or r'.0 urt11.INSTALL uRM +AbH rt / �•• g10F ASR TO ]O u P OR NIV901£D RQAQ ) nONO BOTro1i yI�R ']CAL 11 0, CHANNEL. BERM & ACCESS RYA TYP, Ur PK AL O NTO w i.S >rsTAu T TLE E;NrEAIREE OVER E%CAYAT[ y TAR($ a PFF.CICU TO .TO w FVC Of OPTW REFIACE •/.p4 OHO SOTT - �AR[s lllrn PLAN BENTpnTE.,SM ML Jo w SA TO BE .v U gP N05R 6!u RO r5GF DITCH 2 LI rroe�PDHOS SA1 koeeprSOH OITEAI 2Ly YF C s J uLDK.A6]1 .:O ➢ Tl- G 1�` Z CPHCRETE CIy WALL _ R- a NrS EOV °° ANC -m STAKES POND — TYPICAL CROSS SECTION POND — TYPICAL CROSS SECTION �� q a AP M TCT CCJAL TOPSOl fo oOFF} N r � FABRIC ARE MEAP.HMG6 4. 1NN. N - T-$. . STRETCHER SECT)DN [T'R.j i a 'Hi ecus GIP iy �f. r rROFOYo ASFHui E O e W-QER SECTION (TRP.) ,4y 7�4 J S NwywJ i [] O'NCCnD.F Ci F - r TAA bHN Ty Er'Ep-) 5y' --.OV REDAR CCI e %lnwc BASH • LANCLCM IRFL 1060 H fI }_SOP=E'f i� 4 TO 45 INISC "` VAKO BALES SECTION A—A_ 12•d•�AAACRRTp�pOp�RLp Cf0TCp074� NA TI)nnAHy cRau.4 • i cc -mm MTR GEDDA CVTpT un ADJA NCE i iO GOTEOY -aR+C AND SOS F }I HND $A." .r n cOH 71WE :. [xRr Hr uarc TRAA C< STRE iCIHFN AUo NEJ<DfA NOTE: THE BID HTTy 7pos'e. "DNTROL BAH[ CKCF' rE+rtlE%s TO KCES BED K BASED ON AN .61AI AIIQIr pi SEVEN {T] GALES AS PROJECT NO. f N(CESSARr. �RA•NA3C LSSA REIFO,E TOPSAIL. SCARR', PHD'.FH ABG,( PER EACH ngTy.Lx RDI+. BASE COVRSC CGIiaG1Ep SN P .L -L TOPSCL 9CMiT WO RMONPACT 1►'EQE 5E.E 5SARr ANO RECCAHPBCT a• TO f0; TYPICAL CROSS SECTION wry .a.. r"M STREET. YwLwAL SUaaRAX A MINLVM OF DEPTH TO 95% STANDARD aR w 970d2D5 DEBRIS GRADE STABILIZER EROS10N CONTROL, BANK STANDARD"°CTO'• TRAIL — SECTION NTS STA131LIZATION 12ET61LEROSION CONTROL BALE CHECK �T.� NTS, CONCRETE RIBBON CURB S+TEET 66 NJ..S N.,-$. MOCELLANEOUS DEMI-s OF 630 .O7: L w4LRE x06cLR s i0TES r usED. Roo To 'm COx ww -n-Sr BLOOIs a Y1CHOx IR." FDR P TC PIE CMO i RODS} 3- FOR WST • " USE El?I" M RODS UTEJ4 OUT pF gpApriAI y CR 00I.M$1 ICDCI[S I•a ] K= ROOTS .1D i ROD _• k ��m u RIE LIWCIII {v�vD ON 70O FJ Im * w 7 -MEI T69AR5 —T mmm R M+/2 R. of M%m "m IA•ATINKI PRESSURE EACESP9 'ti.>inK• ATEA Rl O li 0.C. PRCNJE {O.b xRCA%fR AMOK. Alloms To Bc sPCSAL STRAPS r -w r x• • x• OALPATRIF➢ CNATIEL b Pits AT Ali Fr1-rP105. oWsi 11cro. • .4W-LlTO MAY >!< 11SE0 FER W,MIFAL1VIgR5 DE Ims +KRE --vcs AREA 4EOuI14SK rs IN PiACC TR Roos upo..P ca n or Eom. IITI. 3 RC:b PLAN L BENDS & ELBOWS TEL GATE VALVE u• Sec xa- 1{• 2i rpr VIVRE [DrRgCTON Roo aLV4 i0 liRWG STA 1 neSN ;I�,CE • T.f T.(� _ ,� }MgySr ROOTS A1,A1 + fK PCw1Eo ACAKST Ijwm IMM SAIL ,AKAE ?Z 15 IMr PDSLWL TK Roos "m �A�'.Aai2iL c- i {• { D TE NCO e..,, YE II`�. .-y "Tp+ES AAK]MOr ROCK ITIRIrrsT O: IPiuG B, TF- 12• Ir � }— LWMm SEE TAHLE Fpr yxE) QTllln Roar 8110 suEs s �rlrN. :' LACvwIIL [dAFc Aft i[ E ER, 4 H FOOT r. ARp1 a4T1EKn W IIM rooi T-- PIECE ITWE o Kali a lAC 30• TWE O xypLE BF1L CMD Roo LE"Q + n ,Ir fM66{1 .IP .x. lK QOMM Roo& WE aoa 9g - DF R!(D 2' ;uY"ZLDle p5 ° SLUGGED WE FOR YPICAL SECTION THRU 3-� ` °° s/A a S r OM 5Tor DEA LI END LINE FUTURE CONNECTION 'MRUST BLOCJC Sq RR oR f4 IY ❑G 13• rr W ---RIC ARE15) {• 90• SIr I 2 LY. 1D, SiC��A 36' YNIMl1N1 FHRuST BLOC% AKAS IN '30j ARE FEET I PIPE 2?}• 3/c o of CR,vE1 ra 50• 1i GIF --i3 9 90• AS• WE 1j7+F£ WTEPWG ALK$f W 1 17• +6.0 0.r ..\ 11] ].3 10 K SOOL P.ir, i 155 No .70 +�N °. r ACP£ ++; --'—� M,ETR:.,nC6.s5lbm ya>er sDL �AJLMe rAR6 10 f+ I 6.0 a1 1.T •7 �EpwcO sm[ ARrA WAT R I.00E� .CrapN4T. ° ro c Y w+4 4MM� w R[ Rs nw 7.1 y9 20 &o 2A 7.R +r. ra SrypyC T t JL4 a 64+0 7730 6 d I x!0 Iw YE 3/, p oLLs 90 ([!U MOM - METAIJC RM9 - H ■ r S.D ].x 20 la 07 � ,T ]DO Pit CCVM1.Rro 1 i EALOI "I RKG� 0;VIKKS a PLcs 4• i.6 ].D i4 to a5 7• 2-a is ZD I= a off., r10TE: MOW nE EMMCTE EQU, S +1CN.R LdcM or RCD To BE WCH IxE/w. rr . rxkr sTRAA c" K RJ[[a eErare ELEVA'nON rn d BAFFLED POND OUTLET 20 w rcrr` w.5TRDoNr �sLn�c. orR K �T AT m THE .c* LECR C AT _ Ki.S VERTICAL N ANCHOR DETAIL BLOWOFF DETAIL THRUST BLOCKS FOR WATER MAIN w N. T. S. s � o a x g v P � T e nORMATER• D ' [O RECLA ♦oP +]F rNLYE BOX /d• f0 I/a- BEWW RMSH ..��nn 11 =n[ciw+wa�ia.e reH el.r .ncr1 7• UINIC Al.%CCrA4 Pty ox MOD Y M. AIW TVBN.O R(IA ON PARK. &P&r ALINT w FI TTRIGi Soa pl APPROVED EOYiYAIII.i.i-a IA.AIDF n,[ xs ro ue we >� STEAS w/ LL !BASS SADDLE �s SA ❑ ^ U f3 RFOYIIaD1 spn aEVi iRouoE 5'-0. 51E. � rwaa Ani. Arc w.I m Ri is � �.0 FOR n TIE f Cure TOM VtCFICATLONS w.rwklmwG.� �S ORAM M oAw T C1. YAtvE ao. yt¢my{ Q 5T a eo s• aAwRa � CW'TCSSC.I� WTC PRoaoE IY O A y AAll— m GATE Y2M o {• w1E YALK OQ rFEWLT VALE BUr1ERFLY VAT w/ OPPERAT". 9FFHRAD rpt PPE ROAOxAr SHOD[ FRW OK I INING RIANSKTTED TO VALWC CLASS 370 ,[a _ �xRID ORFRATpt COLARED /{ REBAR O IT,r G -L DOM I d' L•ePIOi OPER.fED QOBE PRLLS9llR[ RELYCIC PAl6w. BAIT wwa ADO OR ARpRO� IomIvAIENT, ow CTIOM% all WAIL, Roof- AND ROM. SEE K of xLCPL rYrAL SAAR LFIE S S vaL S M K dR AS • a5 FOX MAA' DR a5 sPE[fYL FOR u. eREer I a*rN .. -T—, `{ Ir LAA+ LINE nTTixG& - d�i.e ,'ems , a.wwa � PRESSURE REDUCING VALVE — VAULT PLAN GATE VALVE DETAIL, a= �lf 4MpR10, PAnrm 9J/E. n0, AIR—VACUUM VALVE DETAIL + PA%tMCmr REPLACEMENT SMALL Exs1A0 WITHIN UNPAVED AREA 1. ALL HINTS FRIM LARI TO HT mr SHALL °E WC,1E NEW nAD Ew W M 6rauT spE Di PAOND?TY LINE E+ T .IET.E 9o[R,.LL Is Msr PA"TT LwI MIDI LcrW% CIdMi MEET RR[MNESSES AAD IoD MITH IIE /01LORR16 'wr:.:i • ALT $xRF.OHG _ 3• MIN +Lr.I 4RLJIT r1RIFER cc-ccTpr TOw..m HARNESWD MECN^AICAL 4DMT5 ON FLM+6ED JOINTS $TCP Tr ODR * LAOL Or R,.ya- AowcQATE BASO wAsE . 15• w STRUT NL= DTICRIIsE 4EC L lAfIWIANT, PALMS E x1'1MCS rD R LSO F4 RATED- .]. n&r+I1xvE IIRAP CM4DW MEo11REP) Pwl COKR T►.ISI araDE CLEVATON ]. E WATER MAN 6 NOT VJIOFIT ROAD SLR3AQ, ASSCMBLT OROM MSDRAf1T RASE To IGITER LAN. RVIACL TCF root DF TRENCH Pn. a all Ny "r I[AD Pi RIC TO Be 0.'P. rORSCI AML R[SLCETATL ENT - N rARES 4 OCST{IO A'JJIlLT i0 e[ SA11CIfi [M } J q N 1Ran'IL RAnrlc n PRaL�BDR ln• N 1/i- 1$, ITS I DEPTH OF ASPHALT t J rE� QT Bad' rFIs1 MADE oJRa Stop aOlJS1ANE 1 '� BASF c"sE L'MRAEO 1y z q 002 ARCx PATTERN �poTNECE = +s d ACA sIARE Y,LK !W All1WAR1' CAME VALK [NOR"'Iir nnr) i T0"�'1• 5A"ty PL! COgrINT asmA ! cOSM REqul�av,r3 SELECT MATEIM,L COIPACTFII as LL SOL Q �� x a DweYST )LOCK {• R , W GTE v,,LrE aa LLYVOIIA11p1 STM► T ss 7 . TID 93a E L 1111 IN ROADWAY rAaME14T. CQWACTt:D TO KS lDCAWD IN OTHER EASEWIrS MD ce SPaEES, BAST 6 A.p71E- CURB 2 ` n �o PR9ADE COosfTMEpr FM]R . GATE MA oVYR'$E ALL BE RED'D C v [1T,M90MI ! epine,0lKlr R R8. E TIE E/MKS aT.ECR DEIERTHAT W • ' � rwE 'C cLFROr �� RLR{ STOP a c011Ai.O 1l�MO ICONIMUWSj + �' iti rHm Is NO, Rw-v L SELECT WTERIAL pH SITE 9JrgCK IAS VTCK• TO .W$E oR E% uE'RF a Yvu BOTTOM Mss ° ALTO ntSrAyA rc. lK 011M7T;_ VSE MPn er 1HIC a=T W owROM r i0 Ix• ABOK asaccr NO. 1/7 CV. M. iGRAPA .y % 4J % LF.{ TEE MAI! MATERIAL SET YA W ON jr. !•. 1{ - ClJ.Rd+F aR SrDIr s.,L' wM f WA'J.uRIID Nrl APE a"° 5'w ON """' oR 05 � GSLiMT COIWACITD TO OSIS S+OCWAIK FIRE HYDRANT SET M'.M d•. W. N• [SASS' SETTING OErAL 9764295 m DpIDRETt i w sTO.EPAD FIRE HYDRANT ASSEMBLYg5X ..sT @aDMMcyQ In alPRC[ DR N $ PTKINOC A MRRMUM �_:..-. INSTALLATION DETAIL .A,o11 MA« TRENCH CROSS SECTION N.rs WATER 5ERVIGE CONNECTION DETAIL N. s. WATERLINE DETAILS x T �� e. - XAx TREITpT MCTN1 T OF S,�M ME)KH Oaf; CHANGE IN PIKE SIZE JUNCTION MH.7LICrHMEPIt CHANGE R 6CNGHwr RI WAFID TAUPED M kk SEPARAIICH OF NATER AIM SEWER win$ ,PRIROT WALLS C• LEIS sNAAm wxRrs I, PARALLEL IRsiµLRi ION: a Fbw$H CAAOC A, IIDf L CONDIfwXS-M�EMEnQ AOSS19LE, -114' •SERO 3E _ - LAI 0 AT LEAST EEX FEET HER I ZONTµ LY FRpr +un SIMI TRAY - \ BESEWERA511RE0 WOE-TQ. R YVOgLE, LIC OISTAHCE SHOULD 3" STLEl Ppsr Din, O1u 0. IAAISkAL COWITIOWS-•SALT. LCIM C7Aliid6 PRE~ e --'L--a vLVO, PyXt yFEe I Cce02CLDSERSTPp XATSTOion OF TEEN FEFAftl FSERER *PECAN oIN 11, ,c + +/a 4. RRf [Lass 6 SOIL -W E C Alt1] IT ,S LAID in A SEPAPATE TRENCH" a, - PIPE CID • I} TriE ELE�Ai IOX OF F -E �Rp.L+ pP TnE g(wER IS AT LEAST 16 TRICHES QL3,M TRE INVERT Ci THE MATER 1LLIXFIGURE 1 . SUCn 1S- ENA, S SMALLER -RPC _ _ _ La' ppENNC M !OP 1 2 SEPARATION 5>C1uED OC or uNO15TlFlpED OR COLPACTED rOm [&CLIC, IIA.+p Ta1Pm aACKFILL ET>p) F7CURE z CDRSIIN/C TIGN m SADOIF EGRENT DYER IGIO!] Si %WCkE THIS VERTICAL sCPAAAil011 CAIlpT BC CBIµ HED, rT Ep! $as IY AW LAT!Ga 16 AIR" LABOER FOR Ex1SNlO SEWER VAN iIK SEwCR �XNLO HE Cp6TRYCTCD OF MATERIALS Alp TYPICAL INVERTS STAN JOINTS T1uT ARE TICIN. CNi TO TrATER IAIIH STANDARDS Or oLT/STR11Gil ON. Fro* ✓." JADE Ls "POO O-- OR Z. CROSS IROS: 1 POR VMS ie• AHD uRWe EI/a• PER 'DOT) ",whpaE SEAL GROUT SEAL fill REtF55 YANNOIf woC05 •SAMTARY SEWER• HOT -OWED A. NORVAL [GID IT IOXS-MENETLR PASSIBLE. WATER WINS LID 1,w to 1/A' On COKR QMSS, NG CHER IpUSC S(WERS, yIAln SEWERS. OFT SAry11AAT• SEWERS SHOM eE LA,0 TO PROVIDE A SEPARAi IG OF AF LEAST a5- Rf/AOYA&E STCPPW � � IRAOE xa•CL N.H. ASPnALF IB INCITES KMEN TI{ WERT Of TK PRESSURE WAIL& win _ I RSD t .AKA AFp ITTE CROAK OF iI,E 5[wER" a 1/a• DRASEL ARLT RS �� t 'iti REV /j a. u1TUitAL COIpI Ti^....5--�:;n LOGAL LOHOi TIS$ PR(YEnS x I „6�: BASE COVR v, on ppm VERTICAL SEPARATION AIR OE$tll16ED ABOVE, fI( PSL LpYI nG FIpURE 3 -N Ww IS AT EmCCSSIVC OEphL SERNCE 1 .1 RACK E%CAVA?IDH SfAAA£SS STEEL SFTI PS ��3 RpTFORCLD C5.CRETE CONSTRUCTION S,I'IULD BE VSFO� FCR SAOOLES A EN COME W AT a,• +o rr. DEPnr OF GRADE RINGS I. _. SEWER PASSIHC OVER R LESS THAN Tit INCHES VEER S' TIfl1 cAHTRRIE 1 Alyowa9L( ADPL TO ] NATER MINS SHOULD ME tOSTRUCTED R 1(AIFIEO USInC l7 UdT SA001E1 owEALN+G wT. �- Md 6• NAIL GST F+oIR (B AWu. CFTC a inE F0.LON, NG ILTnpps: ae DLL- OWE, DUE sTEFS PA9 O ER• Gu NPA) OTFF 516f w VER11CAL RV IIAAmIpLE Wvvtr TJiV Qlal °] CQ4KTIC OVER OR�i/TAD[RLimCC TruiEREYAILN�VG InTS ,� -- SEWER LINE CONNECTION AT SEW ER MAIN I x �"T�""X "°""°"'"°"` eNRE TOV SEWEW Pi PE AW Tr[ Ir w,AL P, PE OnE�y�[''j•E[}� S T eE EKGLSfO ,n A COI[RET( —LM AT S ' 1 +-Fc nON 1nOTE46EITHER ES$I DC AF Tn[[ROIAT, nC AT LEAST C a _ itGURE S 'SOA I SUB DRAIN BACKT'RL Sip SIDES OF E4CASEup1T TO (ASTL,•C 416) b] CONCRETE OR VITRIFIED LLAT SEWER PIPE wITA • OMR VAIN BE TECH@ CdRNW.GT FLORILE PLASPC %,ALMIC REINFORCED COI uc ElCASC141TT, EWA•E14HT O i -A• DRL COTrA,JKD (RAItHER SHOULD ME AT LEAST 6 Infl,[S FH,(% Alp E%TEIo A 2 PROVIDE 9 CoHrkm OARS ) ATPIPE in r p" ,' N 1 I/2• RO[R T FOLA CORNETS -O M ALL 1HT5 16' ! CIRCLER A i A' I DISTANCEI. OF 16 F[Ci ON BOTH SIDES OF T,TC WAtFR v4ca �pT' 4 il' TO a6' S-0 L] WA1CR 41116 PASSING uN0{R SEPERs SWULD. IN CART( STOWS BRLNE[N N AES R 16• ail Y HWwAL VAL iR[IACN NOM Ai k �� &COI il01/. aC TE TE Br PAOY�OI nG- r CGBCWE TC. CTC. ► 4G>7 OuaETER A PURI ,r A60IE P.PC SLOPE ,'-1- 4 t _ ]3• t 9WlEA B - e„ IF R Ws TO BENS] P) A vERTI[al, SLPAA/f ICN OF 4T LEAST 16 iHp(S m H ]6• t URGER B - a„ • 30• NOTES. O,TKtR -C ,&HHRH or TAE s[fcR AW THE nRcAA, Y CLEAR SEWEJI Naw T>< Tap nAftR HAI R, f 1-.I _ 1. S. B.µIEL uPRWu PNeTER sH-LL COIFARN To IARi (A Y; Y ItCVRE ■ HOf[S e] AOEOw TE STPVCTYRAL FUPPCRF FOR THE SEWER TO - uNStABLE SCIBCR A.[IE I FELL. RIXLS 9Tu1 eE [1To+VATCO AT yT _ ' f - Z OR SX FGR WN iryT Ts MAY ME DON[ sr FORHHG ``�� PREVENT CK ESSIYE AEF L ECT ION OF OIWS AND C,01,41TION ayy d SPMAT AAMM `Yh r l THE MAMOU 97US STALL BE SWILLA AND EWAL M ALCOR SETTLIKC OH AND BREAKING THE wArEA 4AeN5. GDKOWTE MEED Ap CO,TCA(1E 4UI�Tu" Lo. IPO ,T6S3t /^� [] jj�'L /��/^ J"� CpR►ACTW SIL VRT71 a PRECAST g:TIGHS 'D n}TI'lFU TO ASTM G -a7& l�it<A55 a.D •I-EDDIN--G REQUIREMENTS CANCITEII aAst Vw' �A ,F• S PVT WSIiT REQu"l[G AT uART LE irL CONCRETE ENCASEMENT CAST & PIRCE MASE RT9Ak• %BIZ' of WATER OR SEWKR MAINZ Iwo PSIIHH,) EACH-Ar"3'OLEAAWW � �� (TYPICAL REUUIRFMIENCS) FOR SEWER MAIN TYPICAL MANHOLF `0SECTION 0 1T�y wl i,s N 'S TYPICAL PI NH DETAIL 7' ae$Pr su m sc-oc N.T.S. AR VAC, Vµ VE SS DDrsrW CDIOACfED R BF - MAR TRpRf ADM (IF REO-D.) Eli BAWRL uSE MPROYEA Ali GTAU e TART AF ACPRTG CWCkETE YAur R llpaGFrI1G 7F \ j •NTN LOCOTC e 1RDaCH wuli5 IVTEOk aha PWKA Ani (a,i Of s SPIII L REVERSE 'e COYER. VALVE 00, 4�/ W/O T�rJpIA LARIT aur RTnw; II ASgENaLr .110 / ia• fMeRM�RF: N.TIn.L ID /TIC DOTE PACRINq I COYER SIDJLD BE ` .vTH aero .ARR,Fir w t ` x•= CORTXEfE rpOUT LPOMv,� CONVITE FOR O S r .r.wT r�.P„,m P,,.oP A .� ANnwATED. AF Ty 6O ATO FITF,Pr� ] N�ERT ,H C&DN-0 EIiV- k $ I� APE I a o _ SHpHW DH PRODLC mOieR-"P �}II Ivo° d �rna+.ri C... It a t t EI II P v cO.ICRETE OROVT tr Rwc F[pJRE Laoewe OCVER ` i? SHAPED SIJBCRADE j `I[ 11L1llAL VAx TRDTGN TSM AT k] t' BECLRTc uAFDWAL i • T CURVE ND •S- CUT wAerTEa A Pc«T Tr AeGlr Prr ��I--R I>-� .... --- CURVE sEcnaa _ - - Au xu a SPwar s�wTs ........ ....✓.•- - a•N� ••w•� L CLASS 'C• EEDC ", u Lr [E u$Ea . CRTTOME CIIfFJ Orj T-= EXT OR Mmx ALL ARO ESOPSE-ER O P ALIO --*H APPROVAL Or W CAao1EEA SEREET%TQJG R+NIPPLE IRS APPOTED kC'P(pTraTn[ ;:+••-�•;'' , -AILS OF VALVE - HRA TREHpr WIDTH, /2 ,pT �� VW T AT AHMS _ }}.. OEIT9n CppACTEp >• �\ TRI _ E 9 wMHO PkAFK,E piAHG[ rODBE- p ICI W Bacxnl IF AKY J N� T OF Ac or C _ - kxowzaory� SECTHPWOHOLJ r BE TM MCH -u Or / \1 - • r ---_ - PDVRED YONOu11RC A,iR \ z EDETIC, MALLS .\ / - - _ a.�....✓y.• - - "WId,C BayE f 6• C90O Ny � :"' -4" CLAss 156 ca+rAc,En j IIB B, _ `` % - a G D E F G n o GiA11LLAR uAR � -. e _ rr _ - �� •a - - - H4 - J A 36• la' ,6• xl• 1-1/2• Y a -5/a• I e' mo TO a s a 10' 60• 30' q• x1• xI' s -TIB• e• S -1/x• " PE t T" LLAT PFITTMKS (ASTM C-200) SHOWTI 6" PS AR APIFR z '( ¢rLAR FOR CONCRETE PPE (ASTM C-14 CGNCAETC ano[S Cc ` L]LC f /�h ��/r :f ' ' :: :' 1L• e0• Irr u- x.• 7R• 5-7 ,O-SIa• 5-716' ASD C-76). FOR SUPvDRT As S'X6* uLrENT .E[D 84U n Pa wattrte 15' Te' 76' S0• w' 7a' 1' IL -1/Y•• 2 FOR PaILIFl/T RFPAsi'x +l1 F,mHGS PIPE, IRCLu�1lt e'EMALE ADAPTFR CONCit[fE FJ:C.LSELM71T SHALL EN0.uDE0 wR THE •{WrtSTEAp L,16BIG1m R•S7• IPI TEL 6• nwt,m[D CAP 6, PIPt.......:.:: .: . .. ;. COST AF WTSIDE DRAP. PLUG _VE w/ Y coo XUr OC APP. EOIAL - \\.•\��.''� I DuI1ETER OF CROP STALL HOT BE LESS THAN THE LINE PIPE WAKTER GRANULFR �LIH[1A T19f1 nyEIT.p AA • W�E.�f 5'�� W� �o� C" FORCE MAIN VALVE BOX AND CLEANOUT pRpuEC7 NO. CLASS "C" BEDDING REQUIREMENTS ?i,6,N OUTSIDE DROP MANHOLEDETAIL WITH OR WITHOUT AIR/VAC. ALQNG e�axos WATER OR SEWER•_MAIN CONSTRUCTION STRAIGHT RUNS AND AT CHANGES IN DIRECTION ivv OIL, W/DIU(Llrs APPRAVALI G-OLF CART UNDERPASS ETAIL N rs ALT.& SnEET 38 HFs "Ts SEWER LINE DETAILS WE 0 .8,. . ,C • -CARNAL IP, '-•CY ROAD TYPk�1S6RT -.� KLFWD Jp DY PeRALRCRACSL s AIATAT£ E TURNmDOWN TTY[PA Ctwo0.24-w (�NpFj�MCT0N sEcnK E oe1109 ATxSrcL9M z' pRv.w�G uEsN 6 +mTPUs„E =, - ND1[4 n• T u..GEs TExrATAT 0 R _��' PkAMOE rR OWYA 5H'A _ - - Au xu a SPwar s�wTs ........ ....✓.•- - a•N� ••w•� L CLASS 'C• EEDC ", u Lr [E u$Ea . CRTTOME CIIfFJ Orj T-= EXT OR Mmx ALL ARO ESOPSE-ER O P ALIO --*H APPROVAL Or W CAao1EEA SEREET%TQJG R+NIPPLE IRS APPOTED kC'P(pTraTn[ ;:+••-�•;'' , -AILS OF VALVE - HRA TREHpr WIDTH, /2 ,pT �� VW T AT AHMS _ }}.. OEIT9n CppACTEp >• �\ TRI _ E 9 wMHO PkAFK,E piAHG[ rODBE- p ICI W Bacxnl IF AKY J N� T OF Ac or C _ - kxowzaory� SECTHPWOHOLJ r BE TM MCH -u Or / \1 - • r ---_ - PDVRED YONOu11RC A,iR \ z EDETIC, MALLS .\ / - - _ a.�....✓y.• - - "WId,C BayE f 6• C90O Ny � :"' -4" CLAss 156 ca+rAc,En j IIB B, _ `` % - a G D E F G n o GiA11LLAR uAR � -. e _ rr _ - �� •a - - - H4 - J A 36• la' ,6• xl• 1-1/2• Y a -5/a• I e' mo TO a s a 10' 60• 30' q• x1• xI' s -TIB• e• S -1/x• " PE t T" LLAT PFITTMKS (ASTM C-200) SHOWTI 6" PS AR APIFR z '( ¢rLAR FOR CONCRETE PPE (ASTM C-14 CGNCAETC ano[S Cc ` L]LC f /�h ��/r :f ' ' :: :' 1L• e0• Irr u- x.• 7R• 5-7 ,O-SIa• 5-716' ASD C-76). FOR SUPvDRT As S'X6* uLrENT .E[D 84U n Pa wattrte 15' Te' 76' S0• w' 7a' 1' IL -1/Y•• 2 FOR PaILIFl/T RFPAsi'x +l1 F,mHGS PIPE, IRCLu�1lt e'EMALE ADAPTFR CONCit[fE FJ:C.LSELM71T SHALL EN0.uDE0 wR THE •{WrtSTEAp L,16BIG1m R•S7• IPI TEL 6• nwt,m[D CAP 6, PIPt.......:.:: .: . .. ;. COST AF WTSIDE DRAP. PLUG _VE w/ Y coo XUr OC APP. EOIAL - \\.•\��.''� I DuI1ETER OF CROP STALL HOT BE LESS THAN THE LINE PIPE WAKTER GRANULFR �LIH[1A T19f1 nyEIT.p AA • W�E.�f 5'�� W� �o� C" FORCE MAIN VALVE BOX AND CLEANOUT pRpuEC7 NO. CLASS "C" BEDDING REQUIREMENTS ?i,6,N OUTSIDE DROP MANHOLEDETAIL WITH OR WITHOUT AIR/VAC. ALQNG e�axos WATER OR SEWER•_MAIN CONSTRUCTION STRAIGHT RUNS AND AT CHANGES IN DIRECTION ivv OIL, W/DIU(Llrs APPRAVALI G-OLF CART UNDERPASS ETAIL N rs ALT.& SnEET 38 HFs "Ts SEWER LINE DETAILS NOTCH BRUCE RA; AS REUO PROMOS_ i 3.3.3/16 it OP BOLT ONLY I/. - PLATE 1/4' PLATE— ./ (I) 3/4-0 M.B. BRIO" R PGR SEC BEAM PEI SECTION T/4' BOE PIAtES wd (4) 3/4'o M-0- LOG F.,....., SECTION BFADQE ELEVATION SCALE: 1/2' NOTCH BRIOGE RUL AS REO'D PJNrROMDE WASHR6 TOP BOLT ONKY. 80TH SUES 1/4' BRA' r 1/4- PLATE 1F/ (1) M.B. BRIDGE PER SI BEAM SECTIC 1/4' SIDE PLATES R (4) }/4'I will, BRACE PER ELEVATION LC SECTION BEAM PER SECTION 1/4' SIOE PLATES 1V/ (4) 3/4'� R M.& PLATE Y/ (1) 3/4'0 U.S LOC ..c.. — SECTION T, PROM !TION BE TDRAULJC AASDC CCTATING OR TREATED LOGS FOR •OCO BELOW GRADE BFQCE BECTION SCALE: I tr 6 . a POST a r -D" W/ (2) 3/4 6 . 12 STRMCER (3 TOTAL) (1) Z. !0 CROSS BRACING ■/ 3/6. LAC SORSr, 4' U. EYBEDYENT ALTERNATE DIRECTION EACH PER (3) 14'9 LOG PIERS 14'-O' 0.0 (li'� AT BEARWG ENO) Y . 10 CROSS BRACING NEXT HER BEYOND T�1C T. CNE STRGCTDRE IS NOT DESIGNED TO 1RTHSTAND A 100 YR DEBRIS FLOW AND COVIN DISMANTLE IF OCCURS, -a ASSIJ E0 WS TIMBER PIERS BEATING ON BEDRObL REARING CAPACITY ASSyEO FOR PERS REARM ON LPOS.NRAWKO SIX IS 75W PSF. WWII SHALL BE VERIFIED BY THE GEOTECMCAL ENGINEER. I VIODO STRINGERS, RAILING AND OECXlNNG SHALL BE ONE OF THE ODUC-FIR Nn I NEN-FIR Nm Z SYMUC£ PINE Na I ROOD PIERS AND CROSS 8RACPtG SHALL Of A NMYLPW.. SPRUCE PINE Na Z 4. THE ASSVWM M9GAN LINE LOAD IS 12,000 Taa S, THE CONTRACTOR STALL BE RESPONSIBLE FOR ALL LEANS AND METHODS OF CONSTRUCTION nICLUONG. BUT NOT LIMITED T0. SIHORMCy SRACING AND TEMPORARY EXCAVATION. i SEE CML ORAWNGS FOR EXISTING UTILITIES � 0 � q Q � 0 P o o x > pq F - }�U- � 1D *z o U ( W U ❑ddo 2 mm_ 3N MHTH ST1t1LR 51,111Q 3i cLJvnoop motamoa w a1ao1 M/wa-lope JOB: 9900-02 9NOIX=RRA0. DRAU BY: RA9 R4'/C41Ra/1M " dated PnOimM rf 3 -PA -99 WNSTR cilolR. I -TBT -99 BRIDGE SECTION AND ELEYAT10N sto 691Bo NATES LRS LESO. 'S N Nu C=a VcL WIN "I -t.+ • or TX[ LTAT[ A Ws - UXKR WD(, KRLx K 6L1M T M4 fEM 7- ALL Gtf"RDRWGlKRTS /LajTS r0 bC PE7L mor YRS STA�0MCm 3 DE OCC }r 4C PORTWR Sr C.R.+Sa N6Rf Y u5 XIb4xA 63 r OC9GC aCCOWPo TO Em -Nu wafti C T1DRs. l 1RAT71D 9uNAL XE m K RTj66R. i'r . !. lgr4a.RG wv,_ DCYP M K P QRU YY 0000 ENDNE[RMC S 1WM]OD SPRlIC� 00LORAL0. GRAPHIC SCALE [ LE purr ) 1 lace 30 n C -6 E>ctsiDTa �' TA►ER� ySxcrX,1 DgCE> �' OEC4=R"tz% JytE R�'CED iN ._l rPRaPaF,m TRAmc pusnN6 To6.o ifX. x.'uRPI _='-r- - �>:•Sr•• -''' .' f� {..7♦1 y..;R '::::-� .... [9.06 i•`?S�-•:�•';K:: ... .............. t .�v t g ..t. Li+AROR.a- rr L ............ aa 4 jxxxxxX zw _ Ml:: <. E . .._. i.+ TALL %D Lf ;4.MW o� l O g cYry vn+ RA4E , POrLR POTS Ut w[casARY - - a6x.s' .:,�:•:. a �• �-r �'�IRFiOrarF S KPR mor y ;5:, _ S rxsscR �...� ••-_ .rsT.LL TYPE 3 WAR DRAR ,iii'• ` % OWATpl TD EASTWc) '�� %- '^� ei %� ••+c" Map LF ✓t• W. CUHRT a. n i* � \6S: D1 [[[bd 133] 49. R -- WTCM m EASING F X. wsrAu LF RATSE PO+Or PO. 4a6 a- 7C% aAluti A.o u�E As N[CEFS"R1 wv weao r' =rtes dy`.-- _. scs: •. Tw. wr s9sao + N [90.H.E774 ..t •_.._....,G•;b� 'F-��• w""�"•�-•••�._....`- F, 0761bq64 RgOPOyD RclA a wHl a ..--r•.._ _ y -' �� 106 RAiIROAU t,:_� ��s%-� : � •fix. .:-s-...--•-•�•r•.. � � ....-......x ........ ......%...........-•`f.......�� f 160' TtM.R6A0 Exst c [D6A V 24• ./ u V CtlNTROL PRopmo �6Li 6YF.RLAY rPROFS= STORM WET 0 PROP TRAFiTc 9 M- -M, LmsvTC JNJTY Pac Varm SM: — — FJOSTw RU.ADV I T -Cf -RAT ---QC -- MsTMC mma"p ZTW --- — ---- Film fy MRTr1RME eme�awr:a.EEs:TRTR EJ' l—G ?-'P PROP SW le/UTpnpn ,_...�_..k _...- "ST CLOT T 3 RIARORAA. — PYO"p= MOT TVP( 1 CU"WRA6. GRAPHIC SCALE [ LE purr ) 1 lace 30 n C -6 E>ctsiDTa �' TA►ER� ySxcrX,1 DgCE> �' OEC4=R"tz% JytE R�'CED iN ._l rPRaPaF,m TRAmc pusnN6 To6.o ifX. x.'uRPI _='-r- - �>:•Sr•• -''' .' f� {..7♦1 y..;R '::::-� .... [9.06 i•`?S�-•:�•';K:: ... .............. t .�v t g ..t. Li+AROR.a- rr L ............ aa 4 jxxxxxX zw _ Ml:: <. E . .._. i.+ TALL %D Lf ;4.MW o� l O g cYry vn+ RA4E , POrLR POTS Ut w[casARY - - a6x.s' .:,�:•:. a �• �-r �'�IRFiOrarF S KPR mor y ;5:, _ S rxsscR �...� ••-_ .rsT.LL TYPE 3 WAR DRAR ,iii'• ` % OWATpl TD EASTWc) '�� %- '^� ei %� ••+c" Map LF ✓t• W. CUHRT a. n i* � \6S: D1 [[[bd 133] 49. R -- WTCM m EASING F X. wsrAu LF RATSE PO+Or PO. 4a6 a- 7C% aAluti A.o u�E As N[CEFS"R1 wv weao r' =rtes dy`.-- _. scs: •. Tw. wr s9sao + N [90.H.E774 ..t •_.._....,G•;b� 'F-��• w""�"•�-•••�._....`- F, 0761bq64 RgOPOyD RclA a wHl a ..--r•.._ _ y -' �� 106 RAiIROAU t,:_� ��s%-� : � •fix. .:-s-...--•-•�•r•.. � � ....-......x ........ ......%...........-•`f.......�� f 160' TtM.R6A0 Exst c [D6A V 24• ./ u V CtlNTROL 0 PRAIECi M0. 9704206 '�EEi 76 HWY. #821CR #154 SUE P"N � eo �1•�+1�l�l�.Ei��Xi�'sv� 1i7��S•1�t;e�SrilI EDC3[1•�tiDi �i 7 EIIFI➢!«!llccrril�gncf►°:Ya�:�X*y 1141`•-0�!L'•SiT rrGl.5ii1F.Arr �'• Sli�t'f�]1�ff.7• FSiC�'�Tr rr®�� �1! �il��lf�FFIDIC7r7.• r�cfr l.=l�i�7Qi!'CTF3!lsrs?TiriErl[.7�rI�. s�r.RY■�7� o�m� �it� Irr}i7EF]Ilrlra�:S1E1w7[iiFx•E7Fiir �! sur_•�lrr��! s�SEf� �`_FE t��s�r�[a�rlr •SLIISEi �tSfi•SYc7i �l�iEli�al�:•E'i� ��E�IiiFS7L1A�Y.3r UNE TAB i� rLla+Rxrrs+ LE 521T L!E E Sa1LLY1�j- 47. 7-- IU '•r l+1lzf3f]FI[Ll ylTxn� ll lft",l rso! rCIE[rljL � 0 PRAIECi M0. 9704206 '�EEi 76 HWY. #821CR #154 SUE P"N � eo EDGE Ln1E Ogg .7.0 L ult LC sTA= 5+03-8. STN 5 -O&M ybr.c LRE srk oaR+ ops s.o L � 1 ].1C>• GHE �• M 1 JPAP LAK 1 ■EOM Oc%W-MaM IRE 1 ❑• STA: a." 0/$ ]t ❑ R Ma Dix Ito _ _E@ OIAH1b90 LIE r C.R-I3. ��- ��.i.••`- �,...••••• •a a���� d+W...1M-..-C,R.Ia. Sik 13Mi39..�'^' �, r.S% ..� k �...-• ��•••••... f...,,� . rr.. ❑ 0.0 R ....-.. - .X �o• ...- � +.� � � l00' R JJ OAQ R-Q•W- NOTES I H.L Rarc —o si To hie P DoT its slwllpA Ano 9C IUP K Dr 'Pw0r11 TR.J'STC CC -r OM=x Mem n I� sfww vlo— Aulx. ac 2-muo. VW .' rDE r.1M T' SilAiu ilcr RErSMm ]TRr•ES ] CDU m .RCA "M- r MK. wi»ClA c 511 v15 .wE ++TE a' roE a 3TC -.,m A rTE, x.• roE 3. CODE L145 .MEA 1r+TE, r mL SmcEs SCC L1E STR 191Z1.9$ 0/3- 7A L r fff ST&' f..: 05]L eEm Sit GRAPHIC SCALE [drFirl 1 Inch . W R E86E LPi STA: 22.22.87 O/fi NA R STA !-2427-a7 O/S ]1-0 R CURVE TABLE yA1CM � PQS�NC �I r�:Sli SS•I!i•EiS�:•T-i��ti.'C•'YF1E P OSEO Ayn µi ❑�U,, 2 P-t-QI[0 ASPIIKT ® CROMATCHRO IRE% lxlLu.• la -*Mc *vFI,W Y� 5T IP ET 13 Pm*POZD TWnC s6r 'D. E19STMG �nLlrf •C1L T EM Mc SIG/ — — — VOSTM4 M-JOQ RK.T-of-.AY •------•a -------- UdIma ❑V17"m ptciwc PRaPOYa - CDR[RLY/E PROPOSED Mlor we � M91E ME .Ws9..raawa�Iwv EMTMO Wcb PRCP❑Sm za•oaPnxTE>,npR ---�4._.-.w`---•-- FASTWc COOT rKE s Mk"RN ■ STRIPING RR WMD Mot rrPE 3 WARnR. GRAPHIC SCALE [drFirl 1 Inch . W R E86E LPi STA: 22.22.87 O/fi NA R STA !-2427-a7 O/S ]1-0 R CURVE TABLE yA1CM � PQS�NC �I r�:Sli SS•I!i•EiS�:•T-i��ti.'C•'YF1E 2 � _�� H: ��7R}�EEEEEL)pG'.'��'}FiCIY�lWi"fG1.1i3y 11 - • •1 FS WMR'1'iA i7� 3IkFG3E7sfai7.ir Com'��SiF4?MIY�E-S3YY'i Fi1�Es1&.i•�rL�»rsrcxslr,�mrL'r .>t ■ STRIPING I FNOTES 1. � mKWwAT WOCHINIG TP MAT01 C=Tt4 H�Y � sioIPE. WT WALL OCWN TO OC PCWQ�M Oy MW C• puQaNgpp = �W�U. 3 ALL GOADING OF CkcU gl� K �TAR4QD OurXt rrlE RALROAD RKHT-OF-�Y. IT 15 TW REVOWAII.Ift OF TFM aNTRACTOR TO CONTACT u Tiuw COWMIES FOR MW LOCATION Cr unuThEs TO ��MN. a PROPOSED STORI VUr R4kRW U1FA1EAD PROPOSED CENTU?Lrag cvsTWa PROPOSED E=Two WOT TWE 3 GUAAMAIL PADPDSCO MOT TYPE -3 GUANOR+ Ell I 11IOkl E=Tm IQ' CONIOUR PROPOSO 2' C R pmpo= 10- 00-TOUPC x GRAPHIC SCALE lN rwr 60 0 Fu 7, Twc 4 —asi0am w 2C W= W. W -W79.50 TAM IF 7�r A 5 T, —DENT IM Norccs�--. 1-5 - C7 F �91 W�k 25 E .1 =. To" To C..ASTWW, o ox�IWT Z� , 4 4 MI. W.U9 09a C,O T 9 Ow COL . ............. . ...... . .... . . ...... LINE TABLE PqmDW P-PLE WX L E 0 licif4p A L,'p 134 U NIS D5 12 2 tier ro MAAAAOFO=.JKTNr..0 Or OTW.RS 7� ---- ------- :7 ---- . .... W/ FLAREO END A. IT ANY. - "-ft3p so WY. ---- --- I FNOTES 1. � mKWwAT WOCHINIG TP MAT01 C=Tt4 H�Y � sioIPE. WT WALL OCWN TO OC PCWQ�M Oy MW C• puQaNgpp = �W�U. 3 ALL GOADING OF CkcU gl� K �TAR4QD OurXt rrlE RALROAD RKHT-OF-�Y. IT 15 TW REVOWAII.Ift OF TFM aNTRACTOR TO CONTACT u Tiuw COWMIES FOR MW LOCATION Cr unuThEs TO ��MN. a PROPOSED STORI VUr R4kRW U1FA1EAD PROPOSED CENTU?Lrag cvsTWa PROPOSED E=Two WOT TWE 3 GUAAMAIL PADPDSCO MOT TYPE -3 GUANOR+ Ell I 11IOkl E=Tm IQ' CONIOUR PROPOSO 2' C R pmpo= 10- 00-TOUPC x GRAPHIC SCALE lN rwr 60 0 Fu 7, Twc 4 —asi0am w 2C W= W. W -W79.50 TAM IF 7�r A 5 T, —DENT IM Norccs�--. 1-5 - C7 F �91 W�k 25 E .1 =. To" To C..ASTWW, o ox�IWT Z� , 4 4 C,O T Ad— LINE TABLE PqmDW P-PLE WX L L,'p 134 U NIS D5 12 2 MAAAAOFO=.JKTNr..0 Or OTW.RS SM11 I W 1 3. A. IT R HWY. 91821C.R. #154 GRADING and DRAINAGESHEET 72] I OF 80 1 s*u Es ` � :•.z•a R1P-RAR :'.:'a STAWX J7 .0 a a e� fl o axmm o 0 C TCR 6• �� ,s• �� FLAY CHECK DAM � ri � � = e J� � � � �J J l 1 , •�----f' � 1` aIt[s ENecooca SLOPE ROUNDING E CULVERT _OUTLET ^ 4 DROP INLET � 6'Off ,a r ensn»c FAsiwc _• uRE LAR( g g ,a' ,a' 6E1aST11r0 EOoeTy.O E1]STINO Y LANE LAIK f�LT i1vE a alpaaNL Y Lvs moi! • _ .. _ .. • _ piARGrtAI i • � • I-NwLT PLLtm r Z-7,uFr; ,7' CLL Y' , IBC a' C[A4L a L8C _ MMPACTM LO SW C ACTED To S3 37u .w P.=TCR lllr 0APB S*ABIs r.r.s 4w e.. �1rt K.].0 P1rtrB w :-Y ,►-",:„L, Murr Rprq_.yay Lpq r 1 O TYPICAL HIGHWAY 82 SECTION m s NEAR STATION 23+00 � a ..o r o .n F Y"T.5" r JOINT DETAIL ooRrP.c Lour FOR PAVEMENT WIOENINO v � d � e ,a u• z' �,m R(1�L � � g 1a' fa' _. mor T',Y[ 6' 6' ExSTW TN.O IR G&Ea 2 LVARORyt LJIt lIMC OEC6 LANE Z4 $� 7 �,f. 3• 3� I +1 xoL [ya "'c7 i z Ir.ro. qys-m+ty oRwasea COOT rTPE 3 a [�anom j _�� CID" S. "° III irNurn 1=• °"'S I �C ' � 6 Isc CCMPeCTFp N 9sx [ONPA{TED TL q5! - 9511 CULVERT INLET SiuIACTE PM SrA1dIRL PMCS52 TYPICAL HIGHWAY 82 SECTION n.i5 _ p NEAR STATION 15+00 L n"T.s If 6' a' PWIDD RQA (ED [IOCATm � PROPOSED r[EW+w LAR[ l.w.E DICE! IN.E ggqq RELCCATEp N&OCATD ,S" 7 I e y� urc �� a' !' pELCGTip j� 1111TEp L E Li0,4 tAK q AUE g i � r CDOi T1vE ] y 1Tu1c a Iji (NLS sp5�N0] CDOT rw CWi T*PE 3 3 ��� WMDRµ 207 _ ' agpH,.Lr PIACEo W CIASs 1 IBC o• CLASS 6 ABC M Z-r LIFTS oprpaCTEO 10 95! 5TAM1AA0 PROCTtlI �, Sr"q PROC1CA frr i• MASS 5 Mk fY QL :s , ABC M ] RTfACm C91�AC 1FD 10 95! CO MTW TO e5! a _ 51u.0ap6 PROCTot STANOWO " Tm TYPICAL HIGHWAY 82 SECTION TYPICAL, COUNTY ROAD 154 _SECTION NEAR STATION 10+00 w NEAR STATION 16+00t Nv fe r ESE LANE J 6' 6' e¢sTR+c (]ISTWG FAS RNC CLOT r" a�aA Y 3E LA1[ oFc¢ tort12, OUNloRII NA1C E)gSnRc .' ENSnNcIV 4 w S � a."6 NAS crosT. C) oosnRc s � Piyr� 1v� r nw s a •, �' �� e may• •• PROJECT HD" • SNuLLi RACED 13- nASS , aaC 6 [LASS 6 M[ - TO 25! 3-00",TI• W r LFTs 1E0 CC�ICTFD TO "S S1AroApL PROCTO! 6•Cu5561BC CU55 ,+SBC - CONPeCTFD TO 93% ST—DO po To COWACl L To 95! STATgABO PIw" ST mo PROCTOR TYPICAL HIGHWAY 82 SECTION TYPICAL COUNTY ROAD} _154 SECTION 974AZD$ NEAR STATION 2+00 NORTH OF COLORADO HIGHWAY 82 HWY. #821C.A. #154 MISCELLANEOUS DETAILS - v '7' Of 86 Us LEGEND >R0P0SED .senor OPECTION OF rLOW / VERCUIT GRADE .Wd OSEA 11 [ T- ft 60 ilw V . Tmft � Ilw CO.Tvup L�T W allit" E 5 0 R, Rmck/Wr5MA ol�vwm, — — — — — - Oposto I'llou ft.c. LOT XTIO.C.S CQ5TW,,:.fi.1O9 CONTERUNC IM MOPMO MOLD MNTMUc I*Qpoi mo.'" AWT -or -.- MDSE RANCH ppgo r .IT O� i- FDi [ASSI, J Ill -I TO ouT-50,*-,0 K Ilkill.1 01 Q -W3 -j IN WESTBANK X MTOWLF mul ti wrT w sl 74-9 -'-R II0.0 CROs 9ECTHM D(T>tj sl gEET T3 rD. Ill nlcscx GRAPHIC SCALE L r% QQUM ROAD M STA TIONWIG ' EN TERUNE '37 ATICNINC: COUNrY AOA #109 PLAN and PROFILE PRIMICT NO, 97B42JD4 �11 SHEET7 ]-A 77 i ............... .............. . ............... ............... ............... ............... ............... .............. ......... ... ............ .. . ..... ..... . ............ ........... ---------- ... .............. Ill ... I. ..... il 7 swv T "IsrA 2"5 t 1 STA, Iii y MAMH m i3.e3 . 4 [.MMG D23 � saes c M tSTA 13-. DO F1 AA -3.05K 54" 30M or yo -Alm MON Ill RL 0-- Qr- D%I S - ----------- ---- ........ . ............................... ............... I ............... ............ ........... ........... ............... ............... .. - - - ------ ........ - r1. --------------- .......................... ..................... ............... . ............ .. ........... ......... - .............. .... ............. t ixrsTwo EUVA TEM i�T to -SPI QQUM ROAD M STA TIONWIG ' EN TERUNE '37 ATICNINC: COUNrY AOA #109 PLAN and PROFILE PRIMICT NO, 97B42JD4 �11 SHEET7 ]-A 77 e.o- CRAW1 NVUL El! 6 4 AD' rr0 Z.0' GRAHl TED �I.S RILQCA IFD •p W.YSL 3.D' q 'r S.OUIDER LA1i LIWE • 410u1Df1! � � qer , urrs ;_z• Ers RUK � )ESTBANK e as 7% a 2� �. 1 1 FP -AQ �. ,. r L L are 6' CL. ss 6 AOQREWIE OMS[ OOWACTED STANDARD PROCTOR RASE TO R5R !Z' RAS + AQQAE w Y.l9E R1uRX CJ1owm r0 OSR STMp ALLrOPSCL SCA Ano WL ACT ' FrN TO 05 Wool ADDA � OF 6OE 5r.WM9 ar TW srA.PD," FROCrOR .re e.o- CRAW1 NVUL El! 6 4 6ASL L9" RN 4 AACTTD TO CO"OVOD TO 97i 'Y ta' SrA.pARp vRacrurt siAND[ 13 �.R AGWEGo[ bx s.r r0 9S% �* sriRP Au TOPSQl SGA.rr .Np �aceu*.cr STU TOD ;runueP aROciM qer SUKAtAOE A YIIYVII CF 6" M'. r0 9u ..6E GuaArT )ESTBANK srArn.xQ wece�*ae_E'�'�/ mow' �. 1 1 FP -AQ �. ,. r L L are :!.. �a a tiyl.�,a e wivlrt:rlaE Ar �sF ] . s1A HR.6] Or CR.103 51F. D'•Ff�56 QE•IO44q+ k .596x59 . - E 137".63 LEGEND M)POSED ASP ,Ar DE EJ MW OF Ft" ■ PEpE T Q. K Pe0P05FD 1' C�r6Yn p PROPOSED 5' C0+r exSA.0 1' bfp, R d1 rrN SL!•1' —YJ��— -- E=1.0 5' 00.7" " �+ +� [lFse 905E R.NC./N6 @A.w[ 90U.OART — — WOPOSEQ RQSE w, ADT SETBA"S Wsr C -R.100 ¢.r[+a-NE PRom= ROAD �rE1a111E FA'0PDXC, GR 100 NCnr-OF-.AV i 0 Z,M 1.00 STAnONING IS CENTERUNE STAnoNING .07E SEE y{ET 15 FOR ACCXF JW GRAPHIC SCALE ! lere = sQ [L 5.00 6.OQ RIVER RIDGE DRfVE DETAILS, PLAN and PROFILE JO a a v a PR6JECi NO - 9704205 51+EE r1 c- B � 60 . u7 ROPOSED Sr -0 LF 50' lw (MATCi LMTLlO}v3 •I V. N-5935.40 wY- p/i�3y]A.�9 qer ..6E GuaArT )ESTBANK Z,M 1.00 STAnONING IS CENTERUNE STAnoNING .07E SEE y{ET 15 FOR ACCXF JW GRAPHIC SCALE ! lere = sQ [L 5.00 6.OQ RIVER RIDGE DRfVE DETAILS, PLAN and PROFILE JO a a v a PR6JECi NO - 9704205 51+EE r1 c- B � 60 SITE, SIGNING AND STRIPING PLAN r G AD)Vd �rN�- - f - 19 F, , r I z a� GRAPHIC SCALE PRDJECT n0. 97042Q5 { ai nrr > 1 4xh '..4 !L SHEET 75 DF 80 ,wr 1wro1 ro s1k. ,1 i9JM emsl„ a �� San A3PIIALr 1 h 7.00 C 1 `10' �'9e7F;T rAvor 511 'fl ; ,NTE sTR.E '+9' Yiww>anG1Y TAPES ]M AECP-F.W M SFL {•0A.]T ,R{TE span Cain �s. o UWE ••yy�y� t Ormll. ,{99 L s" 7.210.!6 ST; 9.e9.T9 Si; .a9.W i11 L V1111t 290 L 6"U, 1100 L LMi LIMA l09 L 1 MATCM FT1iT{IG A9MAL' *r lF.t DF .w ... • '�• ^,• f - P7T ]9.96 .R..- �� C f Box axvER � .. � • � 7YLF• _ 5Q�0_ �• ...".025— GRADNVG PLAN E-] sTAi.ai.ao � F'6]�.'A- 1 'ern f �} PSE'h A0a a TER Ia.+,f1 wrwt i4.m A 9M1 T; 1.00 J { r9.6O.1, x00 L TE STWC SITE, SIGNING AND STRIPING PLAN _^ f'�i �' .. ^'.. �'� .- � � - ~�• • •1 �4� !^tea � _ -- - �• . 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