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HomeMy WebLinkAboutThe Crossing at Baxter Meadows Phase 4B - 4E & 4I - ----------------------1 CI;', AS-BUILT SET KYL 106813PE zz THE CROSSING AT BARTER MEADOWS PHASE 4B - 4E AND 4I N BOZEMAN.) MONTANA PREPARED FOR: a 0 HOLYOKE V, INC 20 NORTH TRACY BOZEMAN, MT 59715 g ; C ° SCHEDULE OF DRAWINGS - 0 SHEET N0. SHEET NAME A HE (�w oll 0 C1.0 COVER PAGE C2.0 NOTES BARTER LANE DRAWN BY KLS SSIIPJG DESIGNED BY: KLS C3.0 UTILITY PLAN INDEX QUALI C4.0 GRADING PLAN DATE. $11113 C5.0 SEWER - LOLO WAY AND MARIAS LANE AT B A X T E R MEADOWS s Joe No. e11 479 C5.1 SEWER - LEMHI TRAIL DRIVE AND CASPIAN AVENUE FIELDBOOK NA C5.2 SEWER - TSCHACHE LANE o C5.3 SEWER - MONIDA DRIVE C6.0 WATER - LOLO WAY AND MARIAS LANE THE C6.1 WATER - LEMHI TRAIL DRIVE AND CASPIAN AVENUE NO SCALE CROSSING LI.I C6.2 WATER - TSCHACHE LANE C6.3 WATER - MONIDA DRIVE AND VAQUERO PARKWAY C7.0 STORM DRAIN - LOLO WAY AND MARIAS LANE C7.1 STORM DRAIN - LEMHI TRAIL DRIVE AND DAMS LANE POND W C7.2 STORM DRAIN - CASPIAN AVENUE AND TSCHACHE LANE C8.0 STREETS - LOLO WAY AND MARIAS LANE - -- -- - -- - - _ REGIONAL HAVRE C8.1 STREETS - LEMHI TRAIL DRIVE AND CASPIAN AVENUE PARK a. C8.2 STREETS - TSCHACHE LANE Q C8.3 STREETS - MONIDA DRIVE AND VAQUERO PARKWAY Z Lu C9.0 STREET INTERSECTION GRADING REAT FALLS Q Z Q C9.1 STREET INTERSECTION GRADING AND DETAILS - OAK STREET Q O a C10.0 DETAILS w C10.1 DETAILS ! III I-E"" VICINITY MAP zz LLI C11.0 UTILITY CONDUIT LAYOUT BUTTE Fw-- W O c11.1 DRY UTILITY PLAN ME AN 25 TOTAL NUMBER OF SHEETS ©IILIN 1[ N V "`Jl O m m RECORD DRAWINGS a PROJECT LOCATION ?PH vE (� �/ - PROJECT ENGINEER 8/1/13 Z / N TITLE DATE LOCATION MAP r��p�� THOMAS,DEAN&HOSKINS,INC. � D&1p T ENGINEERING CONSULTANTS 0 �� SSE LLS-BOZEMMI-KNJSPEII *�N N w LEWISTON IDNq 0 W 2 H R-B11-79-C1.O.DW SHEET C1,Q AS-BUILT SET ,.�.ON TA 1 GENERAL NOTES WATER NOTES '* ISLE . '* 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE STORM DRAIN NOTES 1 IXPEf� RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES 1 ALL WATER MAINS AND SERVICES TO MAINTAIN A MINIMUM Of 6.5' OF COVER TO BEFORE BEGINNING EXCAVATION. NOTE THAT NOT ALL UTILITIES ARE SHOWN ON THE TOP OF PIPE "••J7UA'AL PLANS OR THAT UTILITIES 5110WN MAY EXTENDBEYOND WHAT IS SHOWN . PRIOR TO 1. STORM DRAIN INLETS SHALL CONFORM TO CITY OF BOZEMAN STANDARD DRAWING BEGINNING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL IN A uTjuN 2 MAINTAIN A MINIMUM OF IB" VERTICAL SEPARATION BETWEEN OUTSIDE OF NO. 02720-1A. LOCATE AND COORDINATE A SITE WALK-THROUGH WITH THE ENGINEER TO OBSERVE u EXISTING UTILITY LOCATIONS SEWER/STORM DRAIN AND WATER LINE CROSSINGS UNLESS SPECIFICALLY NOTED ON 2. COMBINATION MANHOLE AND CURB INLET SHALL CONFORM TO CITY OF BOZEMAN THE PLANS AT WHICH TIME THE FOLLOWING APPLIES: STANDARD DRAWING NO. 02720-IR o 2 ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY A. MAINTAIN A MINIMUM OF 6" VERTICAL SEPARATION BETWEEN OUTSIDE OF 3. ALL STORM DRAIN STATIONING IS REFERENCED TO THE CENTERLINE OF ROADWAY. COMPANY. SEWER/STORM DRAIN AND WATER LINE CROSSINGS. i? z B. SEWERS MUST BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT PIPE ; 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES PRIOR TO BEGINNING TRENCH COMPLYING WITH PUBIC WATER SUPPLY STANDARDS (DEQ 1) AND BE m EXCAVATION TO ENSURE CROSSING CLEARANCE. THE CONTRACTOR SHALL NOTIFY PRESSURE TESTED TO MINIMUM 150 PSI TO ASSURE WATER TIGHTNESS, c w THE BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION. C. AT CROSSINGS. ONE STANDARD LENGTH OF NEW PIPE MUST BE CENTERED o AT APPROXIMATELY A 90 DEGREE ANGLE IN RESPECT TO THE EXISTING u 4. FXISTING FITTINGS ARE SHOWN BASED ON DATA FURNISHED BY THE OWNER. THE PIPE. o CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING D. SEWER SERVICES UTILIZING IN-LINE FITTINGS AND EXTENDING TO AT LEAST gg REQUIREMENTS PRIOR TO ORDERING NEW FITTINGS. THE PROPERTY LINES MUST BE INSTALLED AND TESTED WITHIN 10 FEET o OF THE CROSSING. SADDLES ARE NOT ACCEPTABLE. LEGEND w 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS INCLUDING E. EITHER THE WATER OR SEWER MAIN MUST BE ENCASED IN A WATERTIGHT THE STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY PERMIT. CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING OR THE MAINS (BOTH) MUST BE ENCASED IN A MINIMUM Of a 6. ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE 6 INCHES OF FLOWABLE FILL FOR A MINIMUM OF 10 FEET EACH SIDE NEW EXISTING DESCRIPTION o RESTORED TO ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. OF THE CROSSING PIPES. 7, ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE 3. ALL PIPING i0 MEET AWWA CLASS 51 DUCTILE IRON PIPL + w REMOVED & RESET BY CONTRACTOR. o BARRIER POST Ir 4. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST O. 8, ALL SEWER AND STORMDRAIN MANHOLES ARE 4'0 UNLESS OTHERWISE NOTED ON BLOCKS AT ALL WATER LINE FITTINGS, VALVES, AND FIRE HYDRANTS, AS DESCRIBED �"/__//!/_1_L!//,I BUILDING a° PLANS. IN THE SPECIFICATIONS. 0 BUSH OR SHRUB Ir`zz�a ° 9. MAINTAIN A MINIMUM Of 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF 5. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY VALVE & BOX. DRAIN O CABLE TV RISER �Im o3 SEWER/STORM DRAINS AND WATER LINES. GRAVEL AND CONCRETE THRUST BLOCK; SEE C,O.B. STD DRAWING NO. 02660-4. OUTLET STRUCTURE 10. MAINTAIN A MINIMUM OF 18` VERTICAL SEPARATION BETWEEN OUTSIDE OF 6, ANY EXISTING OR NEW VALVE WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE CONCRETE J SEWER/STORM DRAINS & WATER LINE CROSSINGS. OPERATED BY COB PERSONNEL ONLY. 11. CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) 7. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS 3415- Q CONTOUR THAT INTERFERE WITH CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER. PRIOR TO BEGINNING ANY WORK. + CONTROL POINT 12. SEE SPECIFICATIONS FOR CITY OF BOZEMAN AND MONTANA PUBLIC WORKS B. ALL WATER LINE STATIONING IS REFERENCED TO THE CENTERLINE OF ROADWAY ----------- CURB & GUTTER N f CONSTRUCTION DRAWINGS. •N 9. CONTRACTOR TO SALVAGE TO THE CITY OF BOZEMAN, ALL ABANDONED VALVES AND - CENTERLINE w 13. ALL CIVIL WORK SHALL BE CONDUCTED IN CONFORMANCE WITH THE SIXTH EDITION HYDRANTS. CONTRACTOR MAY AT THE CITY WATER DEPARTMENTS APPROVAL REUSE OF THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND THE CITY OF EXISTING HYDRANTS. - - - - - _ _ _ _ _ _ = CULVERT BOZEMAN FAODIFIGATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS r DELINEATOR POST uwp� SIXTH EDITION. w I <- <- r-- DITCH n-�bwa 14, CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. ----------------- --- EASEMENT 15. CONTRACTOR SHALL PROVIDE ROUTINE CLEANING/SWEEPING OF MATERIAL THAT IS SANITARY SEWER NOTES DRAWN BY. KLS DRAGGED ONTO ADJACENT STREETS. ---------- EDGE OF ASPHALT DESIGNED BY: KLS EDGE OF GRAVEL QUALITY CHECK: DJC 18. ALL SIDEWALKS, RAMPS, AND SIGNAGE SHALT BE CONSTRUCTED IN ACCORDANCE - - - 1 ALL SEWER PIPE IS TO BE SDR 35 PVC AND MEET ASTM 3034 STANDARDS. DATE. 911113 WITH CURRENT MUICD AND ADA REQUIREMENTS. o ELECTRICAL BOX JOB NO 811-079 17. ALL INTEGRAL CURB AND GUTTER LOCATED WITHIN CURB BULBS SHALL BE PAINTED 2. EACH SEWER SERVICE CONNECTS TO THE MAIN WITH A SEPARATE WYE. NO TEES OR -� .-.-.-•- FENCE - WIRE FIELDBOOK NA YELLOW FULL WIDTH AND SHALL HAVE A DELNEATOR INSTALLED AT THE BEGINNING DOUBLE WYES ARE ALLOWED, OF ALL CURB BULB TAPERS AS DETAILED IN T11E PROJECT SPECIFICATIONS. SEE o 0 0 - FENCE - WOOD INTERSECTION GRADING. .5. ALL SERVICE LINES ARE TO BE 4' UNLESS NOTED OTHFRWISE. Tf FIRE HYDRANT ;a 18. ALL CONSTRUCTION TRAFFIC SHALL ACCESS THE SITE USING 19TH AVENUE AND 4. MAINIAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF 0 GAS METER BARTER LANE. SANITARY SLIVER AND WATER LINES. 06 5. MAINTAIN A MINIMUM Of 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SANITARY GUY WIRE w SEWER & WATER LINE CROSSINGS UNLESS SPECIFICAI LY NOTED ON THE PLANS. HEDGE SEE ITEM 2 IN WATER NOTES. I Ll m F ALL SEWER LINE STATIONING IS REFERENCED 70 THE CENTERLINE OF ROADWAY El INLET • ' LIGHT POLE 1 MAILBOX N O MANHOLE Q E OVERHEAD ELECTRIC a e POWER POLE ABBREVIATIONS © TELEPHONE RISER 3: z ARCI' ARCHED REINFORCED CONCRETE PIPE MANUF. MANUFACTURER Q TRAFFIC SIGN O < O AT MH MANHOLE �F TREE - CONIFEROUS Q Z COB CITY OF BOZEMAN MIN. MINIMUM W 2 W Q TREE - DECIDUOUS CONC. CONCRETE N0, NUMBER C CONST. CONSTRUCTION PVC POLYVINYL.CHLORIDE -CTV­ - UNDERGROUND CABLE TV C Z O 0 DIAMETER RCP REINFORCED CONCRETE PIPE Q Z D.I. DUCTILE IRON PIPE R/W RIGHT-OF-WAY --E - - UNDERGROUND ELECTRIC DR. DRIVE SIW SIMILAR G GAS F- W DWG. DRAWING STA. STATION - S SANITARY SEWER x N EA EDGE OF ASHALT STD STANDARD Q O ELEV. ELEVATION ST. STREET ----- SEWER SERVICE co EXIST. EXISTING SW SIDEWALK SD STORM DRAIN F.E.T.S. FLARED END TERMINUS SECTION TBC TOP BACK OF CURB I- FL FLOW LINE TYP TYPICAL RECORD DRAWINGS -- - -T -- UNDERGROUND TELEPHONE Q INV. INVERT W/ WITH A V ...................... -------' WATERLINE LF. LINEAR FEET YPC YELLOW PLASTIC CAP PROJECT ENGINEER 8/1/13 Z NAME ti1lE DATE v- WATER SERVICE SECTION OR DETAIL WATER VALVE W DESIGNATION SYMBOL ,I,D& THOMAS.DEAN&HOSKIN%, INC. N A� ENGINEERINGCONSULTANT'IS - - - - WATER EDGE O 3.. � ea7.eaw�0 '- Dn • WATER WELL SHEET NUMBER WHERE ..........................•••••.• WETLAND V SECTION OR DETAIL IS SHOWN - - - - -.- - - WETLAND/WATERCOURSE SETBACK W ------ - - - - - 100-YR FLOODPLAIN �.. RA11-79C2.0.13W SHEET C2.O AS-BUILT SET O s T A'V �1� I I KYLE 1 S 13PE!� I I 1 ��f�7pNAL I I I I STREETS SHEET C9.1 1 I ------------------ -------------:----I I V —y V ir L------ x 3s cP 1e _ _ z --- BAXTER LANE J s I v_1 DAVIS POND I �D SD SDI---------- I O$ 0 — ------------------------------ S• I SEW SHE C5.0 �� \ i WA R SH C6.0 Q' b 1 I M N SH C7.0 4 5 6 7 I STR SH C8.0 1 W ' / 7 - WAY --`'` STORM DRAIN SHEET C7.1 E' ------ ----- --- ------ ------ ----' BLOCK% I s vS V S _ W I . .. ..-. - ____________ _______ _____ ______ ___..__ 1 J ARRO I BOLT ' a I I ­ BENU MURK EL-4705.7 ; S I zo°� 5 6 / 1 c I E' i� 10 HYDRANT ARROW BOLT ° BLOCK I`- I I BENCHMARK EL.=4708.62 a m 1 I I\�\ tll I 8 8 Ip 11 12 13 14 ' 1' i 11 i i HYDRANTAR OW LT co B NCH MARK E =470 .06 -pBIVE-- -- ------ - I 12 I -v S ----y --- ----_-- SEWER SHEET C5.0 d WATER SHEET C6.0 -_----- _-__-- _ -'- ----- ------ -------i 13 I STORM DRAIN SHEET C7.0 t ER SH ET C5.1 aG ' 1 I STREETS SHEET C8.0 \ \ ND DRM D N I TER S ET C8.1 (` I I I uj z0O .` EET C .1 ORM IN SH C7.1 I $Ind - ? REETS S EET C8. Q r i 14 I ` S `3 -- - .` 3 4 5 6 I � I HYDRANT ARROW BOLT DRAWN BY KLS L 5 I I _ ', g I ;= BLOCK 8 ; 15 I BENCHMARK EL=4711.66 DESIGNED BY: KLS 1iW I I QUALITY CHECK: DJC 1\ `` (-•�- �'-'-.�� ' I �< g `1 '0 IT '2 DATE: 811113 6 \'�.� `T BLOCK 5 1z [OTER SHEET C5.2 i I JOB NO. 811-079 `` 14 i5 ER SH Ef C6.2 tg HYDRANT ARROW BOLT FIELDBOOK NA ° M D N SH C7.2 BENCHMARK EL.=4714.87 Sw - CME - - -- - L 2 K 10 --- _---_ _____to ___ _ ______ _______ 19 '• ',\ \ SEWE SHEEP C5.1 a 5 6 b 9 tD 1 ' \�_ WATE SHEET 6.1 11 ,%''.�, ��• ' ` \ \ ` STOR DRAIN HEET .2 m ST 10 ,.�j�i I \ \ \ '' O BLOCK 7 S W \ 11 12 �3 14 75 16 1j 1e 1g N - --- ------- a \� •, \ \ \,\`�` Gjo SEWER SHEET C5.3 O ? \ 1 2 3 4 5 6 7 g WATER SHEET C6.3 z z 5 STREETS SHEET C8.3 w O Q BLOCK J 6 `\q\\ RECORD DRAWINGS z n. 25' WIDE SEWER Ai VE Q SERVICE EASEMENT LLI 2 �;.•• b \_ PROJECT ENGINEER 9/1/13 W \ \ NAME TITLE DATE X N �� �J'• 9 �\\ p� Q p \ y \q\ uti TD&� THOMAS,DEAN&HOSKiNS,INC. to 100' 200' 300'U �+ \ 9 m I I I I I \��` ++•• ` \ \ Q`j`Q' W �,A? N0G E_KRUi CONSULTANTS V S C A L E \• \�1 wsTw '"`°�""o,Na" Q\\\� _�M•. _`+`• �. - _VAQUEROPA_RKWAY-'----- ----------- o z SURVEY CONTROL DATA vcni POINTI WATER SHEET C6.3 W T STREETS SHEET C8.3 I = 1 I I R-B11-79-C3.0.DW SHEET C3.0 AS-BUILT SET KYLE #' I I .1 13PE � I I F/pAAL I I I I I I I I I ------------ - --- ---- ----------- --J I 144 P131 Z OAXIM LANE 3 7 I � I � �1 C----------� OS Og xl• i-------- L, I � I y , „! LOLQ - I ❑ BLOCK 2 I > ' \ W cr C. OI 11` i I - - - - - ii1,1 f z f3 'Iq im �t♦ I � I t2 1 I I' It 1 ------ -- ----- - LLi'o RECORD DRAWINGS �..�w <� o , 2 3 ' Q s s. I LBW , .f - I PROJECT ENGINEER 8/1/13 DRAWN BY. KLS 1r I NAME TIRE DATE IN BLOCKS 1$ l.. - -- DESIGNED BY KLS — QUALITY CHECK: DJC ;/�� 1l\ I — — ,. •— p 1 e s to r /z-- Ir_ q TNOMAS,DEAN&HOSKINS,INC. DATE enn3 \` 6 �'`^ 1`� - BLQp(5 , ; k' ---- -_-_- I TDoge ENGINEERING CONSULTANTS JOB NO, B11-079 W l r s7, c l F uS-F0ZE"-wuSPEU wwr w, , / 14 i6 -- - I . ' 16 I SvtAiuuE w�l4MNcifoN FIELDBOOK NA � —_— HACNE- -E--- - ---- -----' -- - - I aHo PI .RUN VATS IN- W `��0 S AREA/(APPRO TE) 11 �X �' .>• �, �� �`I I \ ,; m 7 W ! BLOCK _- _' •_�•'�-• ? 12 -1� Ia / °, �76 L7 18. J 19 Q 4 1 SON lL1 UR 1 - ...yr <Z z DICK 9 F J \'.\11` ,`T.1,' ,`.1 'BLOCK - Lu C Z �� . 4715 INK X OIDS (7 i (~ —> •...,r1, ,I YAQu F--PARKWAY 0 I 100' 200' 300' „"ut_ — —--- --- 0 IIII I I _ of SCALE � --1--'-�-1--�------I - U W H RB1179Ct.0.DW SHEET C4.0 AS-BUILT SETIS T - - _ DAMS LANE - KYLE BAXTER LANE ---- - _ S c .1 13PE Iw • - :�, ice`", _ f7ph"AL �� LA „•�,,.n. SS MHp SS MANHO'E 1 9 A 10+42, 8.0' Lif R SS MH 3 STA 6+89. 5. LT IG r1 12 I STA 12 02, 5.5' LT -l-' 4700.49 z 3 4 5 R +93 ® 13.._--- 4702.29 ig i - 4703.03 4703.76 4 o +78 +48 +18 MARIAg 4709051 4705.39 5 w - - �--- ------- - -- -------- E 47 .18 -- 0ya BLOCK 4701.35 s ,� __ ; --'-- --- - --- -t57--- 2.......... - f7_ .98 ----! 4698.07 4898.37 4898.8 +45 - , , 4700.70 --. 1EXISTTING +15.0 +75.0 4898.90 46�•� .88 4700.29 +75 - _ EXISTING EXISTIN +95 +68 _____ + �_- _-_-___ _t05__________ - 00 S �B+pp i-- ---1---c - ' I9+00 -� , LOLO WAY r --- -r1-- 4-4---- S --'- ' 4-Dv �13 :BWO _ -�- --- w - + 1 - r1-,F s, sII - - - - -- - ------- _ o ui - - g` <� + +}45.0 1 +4 I+11 0 zo<47 .54 BLOCK NG EXISTING 469928 .70 4700.11 VERI 1.5' OF IST. 4087BSNOT rco ox a SEPARA FROM(� WATER MAIN, IF LESS, a ' 4698.1' SEE WATER SEWER EXISTING MAN IDLE `T 4 NOTES ON S ET C2.0 STA 3+29. 5. RT '0 ;3 0 W z 9 m Q� , i - -- I 6 13 +y , ,-�E ' 3 BLOCK - _I i I- _- pT ! _ C H BLOCKa - � II A 10 II 1' • 14 I I I ! •� m o Z RECORD DRAWINGS w LL= � 0 50' 100' 150' AP VE I I I I PROJECT ENGINEER 8/1/13 S C A L E NAME TITLE DATE DRAWN BY KLS DESIGNED BY: KLS THOMAS,DEAN&HOSKINS,INC. DUALITY CHECK: DJC Z`D�'� ENGINEERDVC CONSOLTAN7S DATE: ulna 150' GWAT -WZEr -KAIJSPELL JOB NO. B11-079 0 50' 100 FIELDBOOK NA I I I I I I i S C A L E _ Lu TYPE A BACKFILL TYPE A BACKFILL W It 4720 4170 4720 -- - J 4720 � ^ m w n n o NT Z ^ W Q n 4715 4715 doa 4715 NeaaNn? 4715 T� min Ob z Ef d O = Q ADF m 10 a FINISHED GRADE T o a=S N z d ri ry o in 3 z (CENTERLINE) a 0 Orr c �e ^ x dz5 = _ 4710 Z G 4710 �inan 4710 p 0 4710 -------- a [AISTINC GROUND __ 'n n d N o!?? (CENTERLINE) '- Q cl FINISHED,GRADE EXISTING GROUND o+� w" ____---- '^ 1,10X Z Z (CENTERLINE)--", CENTERLINE) (CENTERLINE) F n F z o _ __- ------ N Q 4705 - x N ?z __ -- -- 4705 4705 .160 L.F. "- - - (� O Q w,n�iz-- _ - 8_ PVC SDR 35 _ 1.057E ------------- 353 1F. ------- - 0.597E --- W 2 4700 - 8- PVC SDR 35 4700 4700 - --- " 4700 X N O 360 L.F. 3 __- - J ca E 4695 --- 4795 4795 - - --- 4695 Q W EXISTING GROUND FINISHED GRADE 0 h EXISTING GROUND FINISHED CRADE y � 5 Z CENTERLINE CENTERLINE CENTERLINE CENTERLINEui 4690 T-- - 50 a690 4690 _ _ - - 50 - 4690 panaCOrpaJt. Ona^Mo^ai OndryMoai Oinay ond7' ndI^aM r^aM�j nd naa Nnd nd Nnd�d h^d'�d Yd]Yai ay as as na.,,naG pna Ond npa o^d na na nd'nd nd nd na.N^a na,^�a nd O.�d- nd"��d•1 na na�a ^�d Nna W h n m -4 a 0 n O IR m nN pd afl� O1 0 O 0000 0 p0 0 0 ON Op 0m OO o 01 Oo o o np 0r I+00 V 2+00 3.100 4+00 5400 6+00 7+00 7+00 8+00 9+00 10+00 11+00 12+00 12+97 W LOLO WAY MARIAS LANE R-811-79-CS0 DIN SHEET C5,Q 1 AS-BUILT SET 71I. it KYLE 13PEJ)� 0 6p'bG �,Py� ��- -- ' 4� i•_ r -�- -n_ OkAL laaa• BLOCK 4 G - _ as Q` yZ1 R' , 1 , 1 _ ••, I1 4 I _ W EXISTING MANHOLE , `" {•- } -_._1 {- - wSTA. 1+06. 5 ' RT 9 10 71 72 7; 74 { t I _ __ '- -- --, > i { v 1 - � - SS MH/8 i - _ zz B i $ -1 ^'`� I i BLOCK 7 STA 7+27, 5.5' RT ! w 3r I STA 2+58 SS MH 6 J ' + •1 f47OO 4100.51 4700.87 4701.48 4702.19 4702.90 4703.81 _ _ CONNECT TO EXISTING STA 4+33 5 5 LT ; TT '45 +25_LEMNITRAI +98 +89 +41__________ +13, +85 ' T SEWER MAIN 1 ��� -•; 7 +-------------- --: I ----- -------------- -------------- -- - - --- --- I I _ •FIELD VERIFY ELEVATION OS _ \ > m � : i _ - -- - - AND SLOPE 1+00 . V+00 v3 . J 4♦00 . 5+00 i--. v 18 / %•��'• CASP1AN AVENUE X '` } �P S S i . ♦ ♦00 5+00 c+ LLLL!! < - -- ------- - --- - ----— { o— ----- - :. +3B - - +28 -- - +95- - +65 +35 +05 - ----4 +� ; t I.1 . { . ; Z 4699.90 4700.30 700.53 4701•22 4701.91 4702.60 r 1 SS MH/7 .� 'STA 1+40 SS MH#4 +83-!-------- -+33 ---------' I••' STA 5+90, 1.42' LTA / ,CONNECT TO IXITING STA 3+5 , 5.5' RT SS H/5 - -- ( 4702 55 - f UTILITY {SEWER MAIN, FIELD STA 5+90, 5. ' RT _ 4701.89 I EASEMENT ,VERIFY ELEVATION AND SLOPE LESS THAN 1B- OF , - CL RANCE FROM WATER, SEE WATER h - ANDS R NOTES ON SHEET C2.0 rz r a BLOCKS T .Y 9 0 50' 100' 150' u" ; RECORD DRAWINGS I I I I I I I I DRAWN BY. KLS S C A L E DESIGNED BY: KLS APPsgvrD QUALITY CHECK DJC PROJECT ENGINEER 8/1/13 DATE. W1113 TITLE DATE JOB NO. 611-079 0 50' 100 150 FIELDBOOK NA I I I I I I TD&� THOMAS,DEAN&HOSKiN 1 SCALE enclNvr:N1Nc coN.cula AN'rs _ I;gGt fN15-Ba2EYw-M415R11 11or1 TYPE A BACKFILL 06 W w 4725 - t - 4725 W m > u Q z � 4720 Lu- -o 4720 Z ago oozn cn Q TYPE A BACKFILL ~ =C;o cai „I N yj Y cJ Q �a/� N U nn0 - e YI U) r z EXISTING GROUND �^L a ri N •;=Z w d Q so 4715 �' n- �- - 0 4715 4715 - - Lo (CENTERLINE) 3r, n e - �_ �i w 2 io a Z 5 m 4715 (n Q �..) J��00 Or Wm F NNe ppN� 2$ vv ��O VIH 1/1H '� FINISHED GRADE 5 Vl VI Z in a e =e m (CENTERLINE) .n rn o; +$ O n a?p - -- O Q Z .1 r m a 5 FINISHED GRADE N r F.N 3' ui m 0 (CENTERLINE) a w - __ - -- - ,n 1n z z m Z Q 4710 Oov�r' o-� �ma; �a�> 4710 4710 - ---- - -- - - v~il1G _ _ - - 4710 z+Z i p a a n a EXISTING GROUND z _-- Q 0 W ~-~_-O +Z =n o i f(CENTERLINE) - _ w> _ 1J------- --- - 4705 4705 - - /37 LF- 0.40X 4705 W 2157 L.F. 0.40X W0.99X _ 1.23X 35 8- pVC SDR 35 g• PVC SDR 35 8• PVC SDR 35 ; )( O Q 232 L.F. -� - 175 I-F a co700 218 LF_ 8- PVC SDR 35 0.50X - -�-•- - ; m 4700 -470U_ � - m � - i 4700 ry' 5 0 w EXISTING GROUND FINISHED GRADE 5v �� EXISTING GROUND FINISHED CRADF 5 (CENTERLINE) CENTERLINE -------� -CENTERLINE CENTERU E Z J 4695 - - - [- 50 4695 4695 479 1 fl� r7N �Q -'N MN ✓1�a^ ^a^ an �a^ a^ ^e^ .aD��^ ra7N^ h^♦� man^ ^e^ ^ae".^ 0a, e0^ ^ 0e^ ^a^ 91 ^a^W YaM n � ^ � r � �� � Onp 8$ O Wn � � ^^e a a a a a 'e a a a e a a a e a a a a ♦ e a i♦ o a e t 1+00 2+00 3+00 4+00 5+00 6+00 6+74 1+00 2+00 3+00 4♦00 5+00 6+00 7+00 w (n LEMHI TRAIL DRIVE CASPIAN AVENUE RR11.79C51DW SHEET C5.1 AS-BUILT SET .�14TAN '- -- 1666���13PE ` BLOCK 6Ij P ' g� l I \ Q 10 !f I rI W - \! 2 \ f S r W i r \ z r I .i BLOCK2 < ; LESS THAN 18' OF /6 0 j zz r CLEARANCE, WATER SS MH/12 � - 3 T I , • � u I AND SEWER � � STA 10+44, 5.5 RT •'� PAGE C2.0 TBCHACHELANE SS MH 13 S ' I 4704 31 4704.62 4704.91 4705.15 4705.72 470625 4706.74 STA 13+71. 5.5' RT c I �74----- ---- -+51-- fz4 -------- �---- ---- -trz1 - - -i31------ - -�s7--------' - ------------— -- -- F+ . a+00. i--. ,9.W . -:-4a . 1 +00 71M0 I. --9°u+ 1 1 Ti • 1 • 1 w _ _______ ____ __ __•_-_____ _!______ -__•______ _L • _ _ ______�4707 ______ / . / : 1 1 / _1 1 1 1 _ __�. SS MH/11 701 +46 +11 +76 +41 +O6 +71 +36 +01 4704.06 4 ,90 4705.16 4705.84 4706.33 4706.12 4707.30 .79 4704 36 4704.64STA 6+32, 5.5' RT __ __WATER MAIN TI SSMH�16 ABANDONED SOF 0 50 100 150' S �\ \ STA 7+31, 5. ' RT 0 CROSS I I I IRAJ \\\ \ r ; 1 4 D 6 7 B s !0 OS SCALE FQ PBLOCK 7O j s \ �\ y Lu DRAWN BY. KLS DESIGNED BY: KLS QUALITY CHECK: DJC DATE: 8/1113 JOB NO. B11-079 FIELDBOOK NA EXISTING UTILITY DEPTHS AND HEIGHTS ARE SCHEMATIC, VERIFY PRIOR TO EXCAVATION od TYPE A BACKFILL W F 1 ar n m 4720 4720 Qp ~ Lu p" ,^ EXISTING GROUND 0*o o N on• (CENTERLINE) +'O = LU 4715 A a� v,� FINISHED GRADE < - _ 4715 d Z m f W � � ovs (CENTERLINE) i ipn� fQazo \ El J m 1 Q W N > - _ �J Q z LLI 1n K?? _ 4710 -- - - - -- - J10� 4710 0 V -- -- - --- - 0 75R O S- PVC SDR 35 W 4705 cog' PVC SDR 327 L-F _ - -- - - �. -- _ �_ 4705 Z (/) -�-0' F. 0,40% 313 L.F. -- W < L 1 C SDR 35 L N - - - X N f _ ui 4700 -- _ 4700 Q m � m m LLJ EXISTIN GROUND FINISHED GRADE Z 5 RECORD DRAWINGS Q CENTERLINE CENTERLINE) -1 __ �. - —. - - 4695 A P VE 4795 - 50 PROJECT ENGINEER - DA 13 NAM THE Z rn �r rn O wo � ON0 � p 0pa,- OO O 00, ^ e aif ra rp fa a� d,0 Op da <a <i •/! r�+ p� THOMAS,DEAN&HOSKIN .INC.N N 1�OC ENGINEERINGCONSUI:PANTS Q GREAT EILLS-BOZOWI-ruaa�[u MONfMu 0 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+82 «A LL U W 2 1— TSCHACHE LANE R-811-79-CS.2.Dw SHEET C5.Z AS-BUILT SET "" "'°r 1 7 _ S 6 8 S c .1 13PE_m- \ r, BLOCK 7 WATER MAIN 10 BE S L �f�70AAL 6 O ABANDONED i I 1? 1.3 la 15 16 _._'-_f8 19 SS MH/8 1 ` \ SEA. 7+27, 5.5' RT MONIDA DRI 1E Z \ \a 4706.12 4706.78 4707.45 470&11 4700.97 4709.64 4710.30 4710.98 4711.63 g +67 +32 +97 +62 +27 +92 +57 +22 +87 - \ `- ------�----- ------�------ ------E------ --.-'F------ --'--�--- -------- - -T--_-. ------------- - --------- -- - m .\ 15 1 v � 4 -v -- r V - 14 - \ 1 S 1 i S WYE LOCATED \\�••' ` 1 1 1 1 1 1 t l 1 , IMMEDIATELY DOWN ; • ' ' • • 1 1 ' GRADIENT OF MN #8 \: \ 1 1 1 ---__ / 1 1 \ �` �`:� --+fit--------------- - -+06------'-- -}7g--,- --h48--�------ --►t8- ------ f66-------- - 6-- --------- -- a 4706 34 4706,83 4707.34 4 05 4708.97 4709.68 4710.40 �11.11 t. ••`\ `,`� `. INSTALL 223 LF. OF SS H 9 SS MHi10 INSTALL TWO \ \ STA. 12+92, .5' RE 45* SENDS WITH `, '. SEWER SERVICE AT 21 STA• 10+10, 5. RT CLEAN OUR ON UP \.' •':\ ,,`'`, ,'�� GRADIENT SIDE, \`•: ` ` 1 ? 5 6 " t 0 0 50' 100' 150' < o SEE DETAIL® SEWER SERVICE TO gZo�r� \ ` •\ ` LOT 9 BLOCK SCALE I® BLOCK 6 r UT1uTY q \ EASEMENT \.';\.? q Q) � C w INSTALL ONECA 45' BEND WITH 1� _ : CLEAN OUT ON UP W LLiNrc GRADIENT SIDE. SEE DETAIL® �$J� DRAWN BY: KLS DESIGNED BY: KLS QUALITY CHECK: DJC DATE: 811113 JOB NO Bl"79 FIELDBOOK NA EXISTING UTILITY DEPTHS AND HEIGHTS ARE SCHEMATIC. VERIFY TYPE A BACKFILL PRIOR TO EXCAVATION 06 4725 UJI - - ---- - rc o 4725 W N n 1 Z IS Ca w omg3 _ ~ h n +m" 4720 ¢f� -- - - - - - -EXISTING GROUND �-0 4720 w via a 3 (CENTER INE) ¢ N c3� ry rn+r1 5 �rwz Q �1.0� _ 7=m+w FINISH D GRADE 2'< _____ �� d W 4715 Min n 0 (CE TERLINE) _ __ & -- - - - - 4715 2� Fg W a W t J Z `V1 N V~11/1 W ____———_—_. J SDR 0 4710 ~ Q 8" PVC 35 4710 Q Z 282 L.F. 1.02% cW O 8" PVC SDR 35 C LF. Q 4705 - 4705 w E 1 Lu XN W Q m 4700 4700 co W y � 5 Q EXISTING GROUND FINISHED GRADE CENTERLINE CENTERLINE n 4795 - _ - - -- - r� 14695 RECORD DRAWINGS z o wGot, d � N �0 o m O APPfjgVE n n n•- n�d oa nd v r a.n♦ . v v -d n'♦ d dd d d PROJECT ENGINEER B/l/13nn O a v d d NAME TITLE DATE 8+00 9+00 10+00 11 1 00 12+00 13+00 14+00 �w�� IMOMAS,DEAN& HOSKINS,INC. L V ENGINEERING CONSULTANTS V•J SPPDAMrfM15 NOTENw-IVl15PELL WASHNONOTOON tFWiS10N IpANO L_ MONIDA DRIVE R-811-79-05.3.DW SHEET C5,3 AS-BUILT SET BAXTER LANE - - _ - _ DAVIS LANE d ``*�OKYLE�y]'�^.�'*'� SCF$l� _ w_ L ♦0 �� I Rt OCK 2 ' REMOVE i - 1" SERVICE LEFT ABANDON (STING 1' WATER WATE SERVICE %0 '4 i AND AT MAIN BLOCK2 /r ' 2 ; -r t; 8 \ +20.4 ABAN N EXISTING 1' 1 _ E)SISTI_N_G +90.9 WATER WATER SERVICE 6 w REMOVE 1 - 1" SERVICE ' ' EXISTING +53.9 +13.9 +7 .2 f AND PAT MAIN I REMOVE 3 - 1" SERVICES IGHT 59 _ r I _TISTING_z---- ISfING----_-EXI_ ING, (STING +97.3 +26.3 I -- '� + 0 _EXETiNG ' ,1 '----- I$jING_ -__ ry +65.0 +30.0 10.0 +10.0 +70.0 +30.0 +91.0 -,.- r , 1 1 ,, I� I--_--`- -_`- �_ i_EXISTING EXISTING pL {G____-- (STING-__-- - NG_____EXLSflN __-__.EXISTING_ -_--MVINg--- --EXL4T]P1G-' -� ♦ • I X ; - I S 9H10 E i 1 - II I LOLO WAY; I� I I , ' I V -T_y - _ _ V 41.7—�_r_`_— -_ —' —_ -r----F- -- -ry-lF-rt----r----�-�— �- -�—ls ' 1 ' MARIAB rl< LANE I y _________________1 1 1 1 I I r 1 +60.0------- ---------+68V- ---�t5.fl------ ----- rts- -----we5.9----- +iS.o +85 _ -I EXISTING + 5.0 EXISTING EXISTING 65.0 EXISIIN EXISTING EXISTING EXIST( G EXISTING I i 9 ) 1 ..... I _: E%I TING ISTING I / i_ -- ab�TN -1 4 ,I -; BL OCKB a Z I / I - �•• }I z < WATER WATER SERVICE 14/ABANDOII EXISTING ' a 3 a ti 6 AND CAJ,AT (MIN j; ��gg► ►�' U ,p`'��p ABAN N EXISTING 1' ABANDON EXI ING 1" Q` WATER WATER SERVICE WATER WATER SERVICE AND AT MAIN AND CAP AT N i _ ; i `' -I BLOCK ' - +y I ap5� 13 BLOCK 4 !a c CUT AND CAP SOUTH LEG OF EXISTING CROSS 4 lu it � < AT CROSS AND ABANDON EXISTING B" WATER •� � � MAIN SOUTH, INSTALL THRUST BLOCK, REMOVE c EXISTING PIPE, VALVES, AND HYDRANTS TO W VAQUERO RIGHT OF WAY. 0 50' 100' 150' c < I I I I I I I °mil; S C A L E DRAWN BY: KLS RECORD DRAWINGS DESIGNED BY KLS QUALITY CHECK: DJC APFI VEIa DATE 8/V13 0 50' 100' 150' Cy PROJECT ENGINEER JOB NO. B71 I I 1 1 I I I NAMEU DATE NA TITLE DATE FIELOBOOK NA S C A L E 4 STA 7+00 TD&� THOMAS,DEAN&HOSK[NS,nv . ENG(NEERtNG CONSULTANTS MATCHLINE -DDZE"-KN OLJW uOKi 4 Iiwlsrou 06 W It a720 4720 4720 1 a720 m W Cr Z EXISTING GROUND W Q 4715 { ---- - - 4 4715 - --- --- - -- (CENTERLINE) - - 4715 f NISHED GRADE a V) (CENTERLINE) = Q I _ a 4710 - 4710 4710 - - - ------- - ----- - 4710 Z EXISTING GROUND ----- PINISHED GRADE (CENTERLINE) (CENTERLINE) --���----J- Z Z 4705 - - - -- _- -4705 4705 -- - N -- - -- - - - W Q ----- ---- ---- - 2 a a ---------- 2 4700 w N - 4700 4700 -- --- _- -- --- 4700 11- w 0 m X p J EXISTING 8' D.I. Q m O WATER MAIN m J 4695 - - - -� EXISTING 8" D.I. 4795 4795 - 4695 Q !WATER MAIN __ W EXISTING GROUND FINISHED RARE 5 5 5 EXISTING GROUND FINISHED GRADE Z ~ CENTERLINE CENTERLINE) CENTERLINE CENTERLINE 4690 --- - ---- -- S0 4690 4690 50 - 4690 ON n n^ n^ Nna^ Q D OVM .d N N IDO 0 ^ m OO O n izi O N OCFi j 1 N o 0 00 00 0O0 N 0 o <+ <Id a.d d,d ad as dd Yd dd ♦„ dd ad dd �d dd d„ dd dd dd a,a Y♦ dd dd dd dd dd U 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+00 8+00 9+00 10+00 11+00 12+00 12+97 W li LOLO WAY MARIAS LANE R$11-79-C60 DW SHEET C6.0 AS-BUILT SET """""•,, KYLE I T i K 13PE BLOCK 7 T W e i- - v: I 12 y �'IT 1p STA 1+30 5.5' LT STA 6+44. . 5.5' LT _ 7 J ' •� i CONNECT 0 EXISTING CONNECT T EXISTING ,�+ t�t� �•- - 1T i_ _ I� z WITH 8" TE VALVE AND 10 I 1 1, y�VV}}TTHH 8' TE VALy - w SOLID SL RE IdOVE E%I NG BLOW 1 4 REMOVE E ISTING BLOW OFF I II BLOCK I �• 4 O z �u LE o +75.3 +47.0 +18.0 TRAIL+88.4 +62.0 +34.0 +07.6 ..' S L i � 1 1 - CASPIAN AVENUEDo -- --�--" - ------ _ --�--- ---- ----- --- -- - - --T---- -- _ - v +�4:0--- +i5.a-- +t35.�- +55.a- +33.0"--- +Di.i ? I '1 1_; z - STA 5+94.6 to. Ft;- s' �i ININSTALL 8' --------- ------------' + _ io _ +77.5 +52.5 ,$' 22.5' BEND EXISTING EXISTING _ P�� H I -- -- - STA 4+2 .0. 5.5' RT I STA 4+57.5. 5.5' RT -I REMOVE EX 8X8 TEE -INSTALL 8'GATE VALVE AND INSTALL 8X8 CROSS 7 t I AND LID SLEEVE - - 1 �G __ ' _ 15 14 om z 1" WATER I T A �i x - I INSTALL 7 WA E SERV ES RIGHT - INSTALL 7 1" WATER SERVI ES LEFT � � I j-- - BLOCK 5 .T � � e � '„ II I •, �. I � i rn I I I 15I' 1 I 1 10 `LLI LLi�o S C A L E DRAWN By' KS RECORD DRAWINGS DESIGNED BY: KLS QUALITY CHECK: DJC AP OV DATE. 811N3 _ TITLEPROJECT ENGINEER DATE JOB NO. 811.979 NAME TITLE DATE FIELDBOOK NA 0 50' 100' 1(i0' _ I I I I I I I 1 THOMAS,DEAN&HOSKINS.INC. S C A L E TD& ENGINEERINGcoNsirLTAI.FC _ TYPE A BACKFILL 06 w ui 4725 - 4725 W I STA 4+22.0 TO 7+00.0 INSTALL 282 L.F. m Q OF 8" CLASS 51 DUCTILE IRON PIPE W p ui Z 4720 z w a 4720 N Q TYPE A BACKFILL i n o� a W VI ' I � Q W 4715 i it 4715 4715 -�- - ��- eo - =x Z STA 1+30.0 TO 6+44.4 INSTALL 514 1 F. Ow ? J X = OF 8• CLASS 51 DUCTILE IRON PIPE > z w 0 a w FINISHED GRADE EXISTING GROUND w + _ _ --- O Q Z o ~ z (CENTERLINE _ ----- ~ Q 4710 00 T z (CENTERLINE) --- - -__ _ z do FINISHED GRADE EXISTING GROUND + 0 4710 4710 _----- 4710 Q W (CENTERLINE) (CENTERLINE) �o _ nz ^ W +0 - - _ ____/_ --__ - -n ----- ----------._ w Q 4705 � W J 4705 ---------- - - - 4705 4705 EXISTING 8" D.I. - - -- N WATER MAIN X O N N 700 - - 4700 - - - — - - 4700 GROUND FINISHED GRADE 5v 5 EXISTING GROUND FINISHED GRADE 9 5 V W CENTERLINE I(CENTERLINE) - (CENTERUN I(CENTERLINE) Z J 4695 f 50 4695 4695 , 0 �N o w w ^ o n �a iQ, o ^ n rn rn a f N 50 0 4795 N u1r� N rn N "'cam '�o ry�n .a vip, ro^ 'Da a.,rn rn.o 'n� "!.� mo +n RN ^m '?n m� '?� rn� ,,u '4o Qin L nO n0 OO no nO OO ^O O Oo Oo ^OQ 46 0,6 OO ^O OO ^Op OO OO oO ^OD o0 00 ^0 00 ^�C �0 Np O fUJI a^ a^ <^ a^ a^ a^ e^ a^ v^ a^ a^ a^ a^ a^ a^ a^ ♦^ <^ a^ a^ a^ a^ .rn a^ a^ 0 e ♦ a a a a a ♦ a a a a + a a a a a a a a a a I~ a a 1+00 2+00 3+00 4+00 5+00 6+00 6+74 1+00 2+00 3+00 4+00 5+00 6+00 7+00 V 3 W LEMHI TRAIL DRIVE CASPIAN AVENUE R.811-79-CE1Dw SHEET C6.� AS-BUILT SET IS T.4 KYLE �}*��'� REMOVE 2 1" SERVICES LE FT yF, ; Sc --- - - - - - - _ REMOVE 1 1" SERVICE RIG IT ,tS' 16666669BB99913FE ice; INSTALL 10 - 1" SERVICES FIGHT I' tg RAISED HYDRANT 0.5' c j BLOCK5 STA 7+20.1, 5A' LT ABANDON EXISTI G 1" 1 14 L_ REMOVE EXISTING 8X8 TEE, WATER SERVICE AND - -; eLOCK2 I6 p, z PIPE, BLOWOFF, AND CAP AT MAIN ABANDON EXIST ING 1• i = N l STA 5+92.3. 8.35• Ll!_ __ r SERVICES WEST, INSTALL 8X8 WATERSERVICE AND f i STA 13+13.2, 5.5' LT CROSS AND SOLD SLEEVE CAP MAIN INSTALL 8X6 TAPPING 5 INSTALL 8" CAP AND IN BLOWOFF, SEE COB �- i 6" VALVE, AND THRUST rn u STANDARD DETAIL NO: +85.6 + 0.6 +90. +40.6 +90.6 +40 +95.6 +55.6 +17.7 ; BLOCK 14.5 L.P. OF 6' PIPE 0 III, _ 26 'E---STNG EXI STING EXISIIN EXSIINGXISTING EXISTI G EXISTING EXISTING JD8.0-BU60-7____-- - X -------__ _'--- -- __ T _-- -- -- -- R ------ -- ''\ _ ' _ i i • i i i i i BURY ELE 1014x4712.72 - _ - 1 . 8+00 9•00 '0•y00 . 1 +00 . .,1.WO ' 1 v.14+W i - 14. 1 - fV - •1 "- -1- r -+ •1 -� f- 1 w -1 --- - _ -- - - -- ice `• • ��� y r w 1- S" _ �__ ____ 1 _ ___ 1 -- ----- ---- ----- -- ------------------------- STA -- - 6+95.6, 5.5' LT � - +93.1 +63.1 +28.1 I +93.1 +58.1 +23.1 +88.1 +53.1 +23.1 +86.3 ¢ INSTALL 8" LESS THAN 18 OF z� GATE VALVE CLEARANCE, S WATER TBC CHE LANE NO -- ---- 0 50' 100' 150' 61 6 \ \ r AND SEWER NOTES ON �pc I I I I o2 \ \ +16.1 PAGE C2.0 = Q` r < OS S C A L E 2a \ \ EXISTING _ _ �, x W \ 3 , 9 10 q\ x \ \\ \\ • "-- -- 1m y C u°, L CUT AND CAP SOUTH LEG OF EXISTING CROSS •Q AT CROSS AND ABANDON EXISTING 8" WATER MAIN SOUTH, INSTALL THRUST BLOCK, REMOVE EXISTING PIPE, VALVES, AND HYDRANTS TO m VAQUERO RIGHT OF WAY. W WOI Q Qy NI V 8?� DRAWN BY KL DESIGNED BY: KL.' DUALITY CHECK'. Ox DATE ElIli: JOB NO, B11-071 FIELDBOOK N! TYPE A BACKFILL EXISTING UTILITY 08 DEPTHS AND HEIGHTS uJ ARE SCHEMATIC, VERIFY STA 5+92.3 TO 7+20.1 INSTALL 129 LE PRIOR TO EXCAVATION OF 8" CLASS 51 DUCTILE IRON PIPE ' m 4720 = = o W 4720 It VU ~ W gwd K mNx tx0 V/ EXISTING GROUND '•' W 4715 `'' -- --1 Z (CENTERLINE) 'O 4715 a Z FINISHED GRADE -_ Q r•Q O o ri 10 -w (CENTERLINE) (� J -_-- - _ �s + + + +o - Z W 4710 ---------------- ------- ---- ----- -- - - - - ------ 07� 47,0 QO Q 2 � U 4705 4705 Q W 2 ~ - _ W EXISTING 8" D.I. N a/ WATER MAIN X 0 W 4700 -- - - 4700 m m EXISTING GROUND rfFINISHED GRADE Q CENTERLINE CENTERLINE) 4795 - - 50 4695 RECORD DRAWINGS z ne Np ,ny a'a np p,• M .y mo, OM nn inn mm .n� a� om Boa cv mp, mQ mp mo mo mm mo, mm mm mo m6 m m O�y ^N NH c. . h O O O p O 0 O� O� ^� ^n ^n ^n ^n ^np ^pn n ^� AP � - �v '1a ae ao ae do 'ro '•a •�a as '1a "a av •a <a a,a d< < PROJECT ENGINEER 8 1 13 O NAME TIT([ DATF 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+82 ( w 1110MAS,DEAN&HOSKINS,INC. U TD& ENGINEERINGCONSULIANTIS w 4TiEA/f("-SOZEMW-1cMlSPD1 wA5 4c'rw 'E.M)I! 1D TSCHACHE LANE R-B11-79L6.2.0W1 SHEET C6.2 AS-BUILT SET I'00.T DINED ,�0 N I T 4 WATE MAIN 8 T tL I * KYLE # SC - --- ---- 1 13PE �a0 BI ik:K t STA 13+44.2. 5.5' LTf70MAL INSTALL 8X6 TEE, 14.5 L.F. \ a� O INSTALL 9 - 1` SERVICES LEFT S INSTALL 8 - 1' SERVICES RI HT OF 6" PIPE AND 8D BURY \ �� Q-`P' STA 7L OX6 1 3' .7 Q ----- - FIRE HYDRANT ADDED 0.5' EXTENSION \ 11 .1 i1 ------- INSTALL 8X6 TO 7.7 LF.\ � BURY ELEVATION=4a4�.A};, t6 g 19 4717.57 \ � OF 6`I PIPE AN 9.0' [WRY ( i y BRE HYDRANT I t CUT. ABANDONED. c •\ BURY ELEVATION 4710.59 STA 20+57.4, 2.0' LT 7 `\ MOIII�A _, REMOVE BLOWOfF AND AND REMOVE ALL WATER = +84.7 49.7 _ +14.7 +79.7_ ___ _ +53,4 _ +09.7 ____+74.7- __ ___+ ---- ____+08.2_ INSTALL 8' GATE VALVE AND MAIN NORTHOf EXISTING 8" CONNECT TO EXISTING 8' TEE. INSTALL PLUG. f � � j • NG 3 ., • - . - � __ -- � � • _- _ MAIN 1 I 00 . .13♦ , 14 =jam- �_ - ----_ V ' 17 0.00 ty 1 ' J t2.--• ' v -/- I __ DVARKwo, - -- - - - -- ----- q3 VA n_ 21400 ____ ___ ----- ( \ ; +61.6 +28.4 +98.4 +68.4 +38.4 +08.4 +83.2 - �� - -- _ \ v c \ 1•� �`' STA 7+10.7, 3.6' T 2 "�� -�-� _I-, o •` 1 d \ \ \ �\` `'• INSTALL 8" GATE V VE 3 '--____ > I e STA 18+90.2, 3.14' RT - N •, IN TALL 8X 12 TAPPING `---RT \ � SA 13+82.5, 5.5 LT p,: ------------ \ STA 7+06.3, 12.6" RT r z x� EE, B" GATE VALVE I INSTALL 8` CAP AND STA 19+85.8, 5.5' RT \ , INSTALL 8" 45' & 2.5' a i a x + BLOWOFF, SEE COB STD INSTALL B` 11.25' BEND ao \ \ UNDS JAND THRUST BLOC DRW 02660-7 Fq _ �i 'S�4 hOti rl6rl- Jim 9LOCK8m O \ \ ,• \ \ 4Ok R\ C o RECORD DRAWINGS w APP VE A m C _ PROJECT ENGINEER 8/1/13 ruru. W "qzoo NAME TITLE DATE ` a� Q 0 50' 100' 150' ` 0­¢: TDkj THOMAS.DEAN&HOSKINS.INC. L I I I I I I I DRAWN BY: KLS ENGINEEIIJCONSUI,TANI'ti S TYPE A 6ACKFILL SGK.l!¢AA1_soZa __Kml rnrt C A L E DESIGNED BY: KLS M>µo QUALITY CHECK. DJC 4730 1730 DATE: 811113 JOB NO. B11-079 FIELDBOOK NA STA 18+90.2 TO 20457-4 INSTALL 168 L.F. OF 8" CLASS _ 4725 51 DUCTILE IRON PIPE- - 4725 TYPE A BACKFILL FINISHED GRADE 06 (CENTERLINE) EXISTING GROUND _ - >_4725 o w - 4725 w w 4720 ---- - a720 m STA 7+00.0 TO 13+82.5 INSTALL 688 L.F. _ zy" e W OF 8" CLASS 51 DUCTILE IRON PIPE EXISTING UTILITY m 4720 d DEPTHS AND PRIOR TO H EXCAVATION 4720 W a 0 °7 ARE SCHEMATIC A ATION IFY \\ 7 - 4715 (All EXISTING GROUND 4715 \ X w (CENTERLINE) _ \ Q 0 FINISHED GRADE _ - ,.7 = w = n •,� r q (CENTERLINE) -_ IJ 4715 rin 0 ,o o n --- _ _ - 4715 N H w O ry -_ --_ vi n n n--_ _----_ -____- _ Ow 4710 4710 Z o� 0 J > 4710 4710 Z 3 Z ❑ 4705 0 Z ; 4705 W m p U C Z w 4 m Z Z W 4705 - - 4705 p N In Q > x W 2 wo Q 4700 m w p> 4700 X w 0 Q4 a m m N Z m <Iz p 4700 tr - z w x 47DO a + +Z r Q > m > m a cQi rn O p t 4695 m Z w Ae S4695 N v0 EXISTING GROUND FINISHED GRADE a m aD + CENTERLINE CENTERLINE + + +a O1 �yF' S (' 4795 - my - - - - -- - - - 50 = 4695 m EXISTING GROUND FINISHED GRADE `' Z m CENTERLINE) CENTERLINE) no N� m q0 do oe mE d� - d m� o,� 4690 --- 4690 p NIA nN� NN N'N �n Nd nd n� d,N ��O ��O m_n 50 IA ll w nin f`n n nn n^ n^ nln nn n,r nn nn nn nn ,D m0, NN dd did dd did dd dd dd dd d'd dd dd dd dd m dm m O. N n rn nn nn nr nh n n I� � 2Q d d d d d d d d d d d d V d O U J 7+00 8+00 9+00 10+00 11+00 12400 13+00 14+00 1: -00 19+00 20100 21+00 22+00 W MONIDA DRIVE VAQUERO PARKWAY RA11"79-C6.3.DW SHEET C6.3 AS-BUILT SET "" SI.A BA%TER LANE DAMS LANE T _* KYLE 7* =—Y — SC .1 13PE'w I T I ►� 5 STA 1 9, 14.5 RT BLOCK 2 ,�{�}' CONNE TO EXISTING 3 T 9 �0 ---- SD I LET#2 S 5 I 1" { STA +23, 16.5' LT r0 - z J SD MH/INLET/6 I I z 1 TBC 703.32 4 SEE SHEET C7.1 STA 10+2 1 .5 LT N INV T(S) 4700.02 SD INLET�4 / i`' '---'__ ALL P 0 1 w STA 6+21, 20.4' LT Sv --�----------- - ---- � 2 I STA-211R2~ I ---- 1------ _____ NSTALL 30 L.F. f 12' TBC 4705.35 - ----- — - -`--- - --- ---------- C A-2000 O .SR INV UT(S) 4701.62 ------ - `---- -' l OWAY ------------ --- --- --7--- -- --- - _� S . 1� I ` - � 1 SO MHOS STA 6+98. 19.2' LT `/ 1 i • - ----- a , qwp yam-- i , -----a it • _ - __ -� __ _._ - ---. - --__ ----------___------ > C I , ----- . .. . ___ -_ ` I ET , INSTALL 34 .F. OF 1 Y I � �` i ? '4 - STA 10+22, 16.5 RT � - r - TBC 4709.60 I IN $ao = SD MH/INLET/1 PVC A-20 0 O 0.5X I .. _ . o w EXISTING SD HOLE ` � '�} ) INV OUT E 4706.50 14 i °"'oo" STA 2+23, 16.5' RT I o ( ) zz-a > STA 1+06, 1 RT a SD MH INLET/3 Ilk) STA 6+21. 6.5' RT I"' - ; III - -- - >0 e(' -- I �� rn ; a i m 4 .. 4 ►0 i I 6 1 j I__ BLOCK 6 A� i I vZi, I t -•i �r�G 4� , BLOCK 4 ♦ - 5 - Q i BLOCK G _ TI I (D z Q 4 C o C u iorc 0 50' 100' 150' RECORD DRAWINGS ' ' ' I I S C A L E DRAWN BY KLS DESIGNED BY: KLS AP QUAL v -- PROJECT ENGINEER 8/1/13 DATEITY CHECK: 4/D13 ( NA ME TITLE DATE JOB NO. 811-079 0 50' 100' 150' -" I I I I I I I TT n Tr 1'110MAS,DEAN&HOSKIM&INC. FIELOBOOK NA S C A L E 1 LJdi`fbv-/l a..,r,::.F m am,.,+µ RING CONSVLTAN-M _ sv.x4 wvr4auN 06 TYPE A BACKFlLL TYPE A BACKFILL w 'cr w 4720 4720 4720 4720 1 Q o J �0 w fn m� �oop 4715 - - m o a - _ a^ EXISTING GROUND 4715 4715 4715 < Q (CENTERLINE) Q is HZ. orn z =�a ZO a x+ate 5 r__ Q o w z ^ Flo 0 0 �1O a Z Z 0 FINISHED GRADE `m Z Z _ (/) z + ¢W m �' t''n+^'+-� - 4110 a �z Z Z 4710- (CENTERUNE)� - -___ 471D Z Z J V �K_-- 4710p --------_ ax �e rn°jS �aoZW; __ o o vwiE� ,�'r- z N o^ ; FINIS ED GRADE z+^�5 + +^b�5 CENTERLINE) EXISTING GROUND N Z Z Z --_-____- - - 1.39• Q Z } a z q _z a a z z p -(CENTERLINE) - - - - - -- _ W Q 4705 a Z - 4 0 0 m>>> _ -_-- 4 705 4705 - 15' PVC A-2000 G0 w wm __ ---- ----r------- - - 324 1..F. - - Z O 8t L.F. 0.4R Q 0.4% 15" PVC w n700 ____ 18'I PVC A- 000 _ 4/00 4700 -- __--_-� 64 L.F 0.4% 398 L.F. 4700 X N 0 18' RCP CLASS III Z 4695 - _ --- _ -- -- - ---- 4795 4795 - 4695 Q 0 0 5 y 5 oN+�,I NnnOa m���♦ nj a♦ oOOg♦ n mIan a maa Inas♦ uN,ix♦ a'iO.ao1 hNrnaa .Hh�3' aa',te^<' - ..Nb - ^ �n a.O EXISTIN m�G-�GROUND o♦u�i FINISHEDoa GRADE S♦ IN Z EISTIN GROUND FINISHED GRADE CENTERLINE CENTERU E C NERUNE CNRLNE 4690 4690 4690 50 1, 0 b 4690 50 Q o a p 0 20 oo 0 O QV Nn Oh VO dO V13, 1+00 2+00 3+00 4+00 5+00 6+00 /1 -00 8+00 9+00 10+00 11+00 12+00 12+97 w LOLO WAY MARIAS LANE R-811-79 111 DWI SHEET C7,0 AS-BUILT SET "°"N'" O T ""„s• w,,, I ,t aJ 6 ___ 's c -----J S8C ION I ' *, KYLE y# SC ABANDON EXISTING - _v • .1 i �.- -v -- - - v v _ CO N L-- -------- _ .1 73PE 1�5 STORM DRAINAGE STUB 34 35 I AL A BLOCK 4 i I - STA 1+40. 17.5 RT 3 I III wyi ' 8 CONNAE CT TOENG F � _ T{79� I\\o\g • O< 1I oo EXISTING DAVIS LANE SO INLET}9 RETENTION POND a 0 POND BOTTOM 4700.5 '____ — IN ALL 3 L . OF m¢> 000 A-2 O 0 47004966 EMERGENCY OVERFLOW 88 _ SAfINV OUT(S) 47 M ------- 0 ---- ----- ----------- ------- -- - - - ----_ TERMINATE USING CONCRETE �— �g ' . . FET N RA8• \\� I I W ' � ' ' NSTALL ORYWELL I i \\ RIM=4700.50 r -' —�-—i--�--•— '- ----+- F---1-�-—- '=f= -�-—-'-r ��- • \i SEE DETAIL I I I i 8 110 7 -- 'l , - - --------- - - -- -- - - EXISTING SD M kNHOLE C SD MH/INIfTj B }� 1 STA 1+20. 18. ' RT ? STA 3+40. 16 5' RT _ --j- g LOLO WAY. MHr16 �g� STA 0+47 - • - I 'm < s I _ '' •,$D MH#5 Q � o i o Ii 0+10.0------------- w o \I BLOCK 6 _pp0 I i p0 8 9 lU rr I' I,T °m S l 'W �g�g RECORD DRAWINGS 5I '°° 's° I I I I I I DRAWN BY: KLs APPIR VE S C A L E DESIGNED BY: NLS 4 ,- - PROJECT ENGINEER_ 8/1113 QUALITY CHECK. DJC NA TITLE DATF B/1/1 JOB NO. B11-079 0 50' Too' 150' p- THOMAS,DEAN&HOSKINS,INC. FIELDBOOK NA T I I I I I I I iD& ENGINEERINGCONSUL'FAN'rs ON t 1N 5-902E,Wl-10414GF11 .19,11lN/ S C A L E iEt 0 W Z a TYPE A BACKFILL m W �t Z w Q TYPE A BACKFILL (1) J 4715 0 4715 = N oo a > 4715 --- -- - 4715 u nn Q t rmi O 0 goo r1 EXISTING GROUND 4710 - i oa Z -•-- 4710 EMERGENCY OVERFLOW STA 1+79 .6 in n n (CENTERLINE) FINISHED GRADE w o O Q Z N �,a s rKi a o a (ALIGNMENT) uoi vw INV i N i i TERMINATE USING2CONCRETE ~ Q 4710 t�''5 o'6 Z ��.'� -'- FIN+SHED GRADE -- 4710 FEf W/ TRASH RACK Z +wz0 -W "To (CENTERLINE) _ - --- Ia O .I ao'z n e z 0 __ 4705 -_ _ - 4705 EXISTING GROUND a (ALIGNMENT) Z _--- - --------- 4705 0"4% 132 L.F. 0.4% YQ 4705 1a— ' IIJ 2 37 L.F. 15" PVC A-2000 ` N 4700 15' PVC 4700 X _ 0.5% 1) A-2000 Q 200 1 F. m 0] 4700 EXISTING GROUND 5 5 ALIGNMENT Q Z 5 4695 -- - 50 4695 _ EXISTING GROUND FNISHED GRADE n 10 w 0 0 Q (C NTERLINE CENTERLINE o o''. o 0 o Z 4695 --- I 4695 0 ^ o n n �- Of 50 a a a ai a Fn 0 ,moo „tut -o N� �r i°�n mo �n „c.� mm ,o N rnuT N o 0 N a In a m o N ut ui oo ui n Iri n o o ono oid 0o n vi ovi oo 0g 00 0r oto ono om ^o ^o i.o no no o ^o n no 1'0 ^o ^o ^0 0+00 1+00 1+94 a .r a a a a a ♦ a a a a c O 1400 2+00 3+00 4+00 5+00 6+00 6+74 V ~' Lu C/) LEMHI TRAIL DRIVE DAVIS LANE POND R-811-79-C71 DW' SHEET C],1 AS-BUILT SETN'T','I ti �b0 Py4. _ I1 I I i i = KYLE y 7D i I I I_ SC _ I LOCKS DETENTION POND 28 SEE DETAIL 1 m+y -~SEE OETAti 1 = BLOCK 6 NV 4703.44 T = 6 'I i + _ i -�rr.-a--•- -,�� a 1 6 9 7p ;r t_n SO IN /14 �u INSTALL 157 L.F. OF IS": O ; STA 9 19. 16.5 RT Ix T _ I PVC A-2000 O 0.57% ��" TBC 4 09.27 SO MH#'10 _ -_ 'i SD MM/INLET#lI OS 1 - - / -. / / r _ -- INV O (S) 4706.02 STA 4+42. 19.7' LT S'TA 5+94. 16.5' LT T•'� i _ 9 7 .I ^ SO MHN10 ALL 30 LF. 12' ---------- _ t 5 CASPWIAVENUE • S -------------- '- -- ------- I-O� ----j-- ---- -i-- -- -----------j ---� A 7+45 3+00 INSTALL 30 LF. OF 12" I v-— - —+ -+1 - }v •�- •+ —-—�— ' I I I PVC A-2000 O 0.57I / •"/ s I >] �S s X .--J�---- ---- ------------- -I ^ I SD INLET/12. / S� - i , —� , ' , KQ ' �' ££qq STA 5+94. 16.5' LT /'/ ' '� / - ----- ------ T1---- - -7--- ------ -- ----- --- --L-- --- -------- =o TBC 4709.57 i/ / ' / - SO MH#15 I CHELANE O MH/INLET/13 z INV OUT(E) 4706.32 '' •• STA 5+72, 8.2' RT STA 9+19, 16.5' RT I� 3 0 Is Y W z - RECORD DRAWINGS A APPR91VE Lu 0 50' 100' 150' lAi PROJECT ENGINEER g 1 13 ;i I. 11 1 1 I P_NAME TITLE DATE I S C A L E 0 50' 100' 150' TD ,, THOMAS,DEAN&HOSKINS.INC. I I I I I I I I DESIGNED BY: KLS ENGINEERING CONSULTANTS S C A L E 8112OWF-wmwmm1 QUALM CHECK: DJC SPOKAW DATE IFASIOM oMq B 1113 JOB NO. BII-079 FIELDBOOK NA W Z TYPE A BACKFlLL 06 Q 4725 4725 UJ ,J W TYPE A BACKFILL m 4720 - ----- - - 4720 4720 n 1;Ii Iq Q pp� �W/J _ ch o do ,6,0 EXISTING GROUND r n �n s a r f^� Q off D a n n0 d (CENTERLINE) "�o �f onF- ID a� i•1 r n ♦f In o 4715 --- alyo v� - =+03 -- 4715 47/5 - ��-N�Y^ ON Na^- 4iIS Z FINISHED GRADE sa #iO♦_� i^o'wZ °�`+ Y z_o�m3 Q> -- - x I i a i?5 n EXISTING GROUND + a(CENTERLINE) o a N N Z _-____. _._--- FINISHED GRADE 0 < x rn d¢S Z In rn ix_? __ _- -- --_- (CENTERLINE) o a i _ (CENTERLINE) Q 4710 __ 4710 4710 -- -- m�� 3 4710 0 F Z ------------- --------- uQJ 0 W 0.56% ! 4705 15 PVC A-2000 4705 4705 1 / 15" PVC A- 000 0.3% Z Q F. A-- 000 4705 w Q —� LLJ 2 Z --�— N Q x n. 4700 - - - - - 4700 4700 - 4700 m Do Q Q 5 EXISTIN GROUND � FINISHED GRADE EXISTIN GROUND FINISHED 5 � CENIERLINE CENTERLNE C ERUNE CENTERLINE (' Z 4795 - - - 4795 4795 - -. _ 50 �--- j� 50 l 4795 Z uo °ate "o -n d Q o 10 , / O N � � ��O �O �O � � � nO 0n0 Op 00 op ♦ ♦ fln ♦n ♦n d'� din do do din do d� dh do do ♦,. do n do do do dr O �♦ f f f ♦ d a a ♦ f f d a a a d d ♦ d d d d 3+00 4+00 5+00 6+00 7+00 E+'00 5+00 6+00 7+00 6+00 9+00 10+00 V 0 w (n CASPIAN AVENUE TSCHACHE LANE R-B11-79-C7.2.DW SHEET C7,2 — - - AS-BUILT SETIS BAXTER LANE - -- DAMS LANE 47 SC KYLE w 13PE f,' 0 \ � • I 0 INTERSECTION GRADING ONSTRUCT 5' 9 9+65.88 SEE SH ET C9.0 SIDEWA AS SHOWN 10 3.75 OFF OF TOP OF CURB + ' A 11 ISTALL TYPE B � i _-_ LIGHT BASE 6 I o AD TO EXIST NG OVER I URB ODSTANDAR OCURB BLOCK 2 $ I RSSEEIOSHEET I.0 INSTULN PE B '- - /—�_\`_ ----- - - - ----- -- --- o n �' PROVID 10' TRANSITION M _ m 1 -- N - — _ - _ --------- ------------ _. --- -- ---- _910 •� a 10 m9FF BACK ®F.r6URB n i 1 _ _ _ r / -12- 97 1p0 _�a� --i COLDq� , sH�.____. 1 f+ PEDESTR XAME _SIGN 6p kE DETAIIt® DE SIGN --- --- -� --------------- �STALL TYPE C -- ------------ --- --------- ------------ --- ---- MP INSTALL TYPE A - ------- ---------'-- -'-----__--- E STRIAN RAMPS�) "SIL1O INTERSE N GRADING .a SEE DETAIL \d I INTERSECTION GRADING n 0 INSTALL tt E B W I SEE SHEET C9.0 � 1 z SEE SHE C9.0 N PEDESTRIAN BLOCK6 \ �� SEE DETAIL - __-_-- --- n- - 8— mho z $pq n 1 `ox = REMOVE ISTING ALLEY APRON ►0 I o ,ZPy ,,y`�� ' ' NAME SIGNS S t m AND ADJA CURB, INSTAL 4. ,tea Q` ' 30' OF RO OVER CURB AN Im I�� a f, I e0 i u J �GUITER Q t ' BLOCK 4 - '2 14 "� d 1 ' Z l W `"gg 0 50' 100' 150' wa RECORD DRAWINGS SCALE DESIGNED P DESIGNED BY; M I QUALITY CHECK: C A ,(,� DATE: Sl1 PROJECT ENGINEER 8/1/13 0 50' 100 150' NAME TITLE DATE JOB NO. B11- I I I I I S C A L E l THOMAS,DEAN&HOSKINS,INC. p FIELDBOOK r TD& ENGINEERING CONSULTANTS n^ rn ry IXiE/1 fNLS-Bu2DW1- 00 IW19LI MW +' N i[wsd rAsn D4q MATCHIINE +� Iv015 ^ N O - i w v I a n W 4720 p 4720 4720 - - 4720 M6 W O N W Z 0 op ri ID a � Q +r 5w5 W J 4715ri w PVI STA: 2+23.45 �0. 4715 4715 4715 PIA'ELEV: 4703ZO Q LO LSTVC.A:52�2�45 AFINISHED GRADE - a LO ELEV: 470 37 (CENTERLINE) 4710 e v a v 4710 4710 cn 4710 S EXISTING GROUND \ - _ __------- 31. Z ` .0 0 0 (CENTERLINE) O Q Q +< w FINISHED GRADE EXISTING GROUND _ ------- - Q F- C'j U�w' (CENTERLINE) (CENTERLINE) 1OSq„ --_----- Q Z Z 4705 �i Zi T'' 7� _- _- - 4705 4705- "------- --- 4705 LLI n5nL m Q ---- ---------------- -------------- -- -- -------- < LLI 4700 i 4700 4700 w 4700 N O s Q o O a < co J F 4695 4795 4795 4695 Q (LLn V V r 00 c �� W p EXISTING GROUND FINISHED GRADE 5 m EXISTING GROUND FINISHED GRADE �GP 5 + Z W + ((CENTERLINE) j I(CENTERLINE) CENTERLINE I(CENTERLINE)N e r„ v^^� a^s ^v v ^�r,• ^a ry aOr„I ^♦r� InU 4690 4690 r ^^ ^a ^n ^r ^n ^Nr4 6904690 50 p m 00 N O �,(~^ 0 .0 m O 00 D ^ ^p ^ 00 O O Op Op 00 Op Op 0 O ^r ^ ^p^D r - av as �v as V 1+00 2+00 ;+oo 4+00 5+00 6+00 7+00 7+00 8+00 9+00 10+00 11+00 12+00 12+97 W LOLO WAY MARIAS LANE R-811-79C8.0.0 SHEET C$,Q AS-BUILT SET I 5 KY E SC 13PEbD J NO -�— Z BL GI.KA -i- '�� BLOCK 9 w I 1 J VNSTALL 5' SIDEWALK INSTALL TYPE C i _ v :n '� '3 �q 1 RNSED-INTERSECTION PEDESTRIAN RAMP SHOWN PROVIDE 10' TRAN RION FROM I '� SEE DETAIL/3 l ` Z �0� o BLOCKS 3' WIDE ROAD TC EXISTING w INTERSECTION GRADING v < CURB BULB AND ROM ROLL q SEE SHEET C9.0 AS 6 /'- BLOCK 7 S GREET NAME w VER CURB TO NOARD CURB p �, $ f D! i r ( INSTALL TYPE 8 so I 1 - - - -- ------ - \ -- -- - - -- - -- - -- I I ;n LIGHT BASE TD OS _________ _____-_ ___ __ _ _ i LEUM TRAIL q+�p L„ B 4 / - INSTALL-TYPE B — - - — — --F - _ LIGHT BASEul 333 ZI Q „ a -- - - --- --- -- ------------ ---- ------ — - - - ---- -- I}-_ _ CABPIAN AVENUE � n - I SECTION GRADI S"' STREET NAME ' s S SHEEP C9.0 u; SIGN \ i - - -- ;-----� ----- -' ♦S R=200' i �oa �. 1 g --- - / S GENS i INTERSECTION GRADING- NAM �, g ig ( SEE SHEET C9.0 � � INSTALL 5' SIDEWALK g m NO q .I -�.�� i AS SHOWN 3 - P BLOCK S i 11,1 r _ C N Y BLOCK 6 Xi A UJ = `o I`- 0 50' 100' 150 � w3 RECORD DRAWINGS I I I I DESIGNED KLS S C A L E DESIGNED BY: KLS QUALITY CHECK: DJC APPPOVEFI DATE- 9/1113 - , PROJECT ENGINEER 8/1/13 JOB NO, B11-079 0 50' 100' 15 NAME TITLE DATE 0 FIELDBOOK NA I I I I I I I THO WAS,DEAN&HOSIC ,%INC. S C A L E TD&I� ENGINEERINGCONSULT"I'S aw fAu-eQtrLw-1r..biV1 -Ira e't LJJ azs LJJ Z a725 L1J mo I co 0 o I+o a 0 0 + PVI STA: 6+00.00 > � 0 m N a PVI STA: 4+27.50 PVI ELEVi 4709.49 Z p 0o wo N w 472+o 1;; PVI ELEV:47+9.764711.26 - K: 35.TN7 -- -< 4720 LjJ Q +n PVI STA: 6+18.16 a + K: 50.00 LVC: 60.27 o W ♦ PVI ELEV: 4708.70 c a LVC 91 12 LOW STA: 5+94.36 z n a. rii r:i K: 65.90 (n w_ ♦ �, w L W ELEN 4709. 2 ow Q PVI STA: 3+52.98 PVI ELEV: 4704.B3 m PVC: 50.00 ^ o "� o omo n0 ♦ro i rw' V K: 375.5 n n_ m + n + n m o — - o m o 4715 (n Q Q m 4715 - 4715 4715 LVC: 75.55 n In STREET PROPOSED n ♦ a LOW STA: 3+39.71 + +n PREVIOUSLY STREET W - �f N a a w S LOW ELEV: 4705.01 m e♦ CONSTRUCTED CONSTRUCTION v w u vwi > ZZ ci , _ O a Q ' upi oui 1.35---- �---- 1. f Z 4710 °i - - I 4710 4710 1.5% - _ _ 4710 Q ___ Q FINISHED'IGRADE "�v n♦ EXISTING GROUND _ 1 (CENTT?RLINE)� U N ly (CENTERLINE) ---- - ---------- -- FlNISHEQ GRADE-- EXISTING GROUND W O I (CENTERLINE) (CENTERLINE) Z 4705 ----- ------ - ---- 1" Q -----'_- _ _—_ ----- - 4705 4705 -- _J 4705 LJJ o ~ LL X 0 w z QM m = U CID 4700 4700 _ < - 4700 4700 _ - - � �o J o a a < LJ iJ + 5 5 5 Q W < EXISTING GROUND FNISHED GRADE < g-� EXISTING GROUND FINISHED GRADE N `' CENTERLINE CENTERLINE G + CENTERLINE CENTERLINE + n Z I 4695 - - - 4695 4695 -- -- 50 - -- - 4795 'y^/ O N �0 �N O N ♦ I� O N 0 O n n w O) OI ♦ �N O `n 10 nN (T N nN MO "Z n N� mn �O dOI �O Nb �''/ �O '�;n ON n.m nn -9 h� v!m .to �p AID F- .,6 h,0 'DN �N 'DN 'DN I 6 'D'm 0,6 0 �m �m ^U 0,6 10n o'd ^m m(T m'OI 06 . OO OOr 'OI �O NO 00 0'O 00 00 00 0'O 00 0l0 00 01 01 _p 0Op 00 00 00 00 00 00 0 0 �O !0 O w ^n ^n ^n ^n ^n ^n ^n LJJ 1+00 2+00 3+00 4+00 5+00 6+00 6+74 1+00 2+00 3+00 4+00 5+00 6+00 7+00 V w (n 2 H LEMHI TRAIL DRIVE CASPIAN AVENUE R81179 C81DW SHEET C$,1 I I L14 AS BUILT SETTtic, SYLE r4 13 BLOCK6 � AL WIO 1 r 17 t1 74RSECTION c INGBLOCK5 SEE SHEET C9.0 rjz STA 6+24.5 END CURB (SOUTH) INSTALL TYPE B IZN= 0 LIGHT POLESTA 5+95.2 END CURB (NORTH) INSTALL TYPE INSTALL TYPE STA 6+37.5 END ASPHALT r� PEDESTRIAN PS 4 PEDE IAN RAMPS 2tW ( ) ( uAND INSTALL DEAD END ' f > BARRICADESEE DETAIL u cr SEE DETAIL E <SEE COB STD DRW 09810-2 __.____ ----- --f_-_____ 9 0 u 101pp 11 __ 12 DO m 1 �pp 14 n w n� - . ___ GeAnurc -- — ---- --------- ------------ ------- -------- -------- - SEE SHE C9.0 '%RAISED INTERSECTION INSTALL 5 SID ALK d0 INSTALL TYRE E B 0 50 100 150 Qo AS SHOWN q LIGHT POLE I I I I mP ) 6 H c Os SCALE q\ Im \ \ W/ STREET ° BLOCK 7 NAME SIGNS L y 94 CS A \ \\ I jw�o DRAWN BY. KLS DESIGNED BY: KLS QUALITY CHECK: DJC DATE: 8/1113 JOB NO. B11-079 FIELDBOOK NA m rD to + a n EXISTING UTILITY a DEPTHS AND HEIGHTS LIJ ARE SCHEMATIC, VERIFY PRIOR TO EXCAVATION PVI STA: 7+25.58 PVI STA: 9+22.32 PVI €LEV:A.48,6?4711.18 �/1 ELEV: 4709.21 m 4720 -----K:-35.00 - - 1720 �} K: WOO LVC: 56.13 LVC: 73.23 LOW STA: 9+19.40 w �V-4 L ELFv: a709 2 EXISTING GROUND Qw(CENTERLINE) ± Y a$ o a FINISHED GRADE _ = Z 4715 m .n o (CENTERLINE) 4715 a Q Jim 'vim ma ma _ N J Z W 4710 --- - lz �� �� - ---- --~- 4710 O < U -— - ------ - ----- --.._ -_ _-_. J Q ---__- H - Z �Q{ O = 0 0 Lu � U m m 4705 of ZQ 4705 U U a a W 2 XN ? W W F_'� 4700 - - u 4700 Q m W N lI m M w + N n N + (V 5 •.�• EXISTING GROUND FINISHED GRADE �' Q F" F F (CENTERLINE) CENTERLINE) G (n 4795 a N - I - - ----- _ 11 _ _. 50 - 4695 N� �N �n on -� �. „m �;N �i. �i� a� oa N RECORD DRAWINGS z .o o a a o n .� a rn n 10 lv �n rn a r�ai om o�m on 6� n�o rn m 0o o o° o oo o 0 o or� onf APP ED( W y PROJECT ENGINEER 8/1/13 NAME TITLE DATE O 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+82 /' - ix TDBC THOMAS,DEAN&HOSKINS,INC. 0 ENGINEERING CONSL'I.TA%-tS OFA1 Taus W -e IZUMN-MLOPW roNr�N. 111Y1S10N W 'Wppl `� r TSCHACHE LANE R-811-79-C8.2.DW SHEET C 8.2 AS-BUILT SET KYLE 1 13PE]� av a BLOCK? 'a '�+ I ,; STA 18+95 END STREET IMPROVEMENTS \ W - INSTALL TYP C AND INSTALL DEAD END BARRICADE INSTALL E B J W/ REET IN ALL TYPED PEDESTRIAN RAM (2) i SEE COB STD DRW 09810-2 Z \ ' UGHT POL £ S LIGHT POLE SEE DETAIL 4 0 NAME IGN • `` -----_SIBEET NAME ..-- ------- --' --U----- - - ---- --------- ---- - -- --�---—-- --- ---- -- - INSTALL TYPE D Q > �\ SIGN LIGHT POLE _ _IERO V___Z PARKWAY 10 OD it UO 12 00 13 __-- --- --- n ~ 8 g.Dp Epp • 1 _______________ -•1 MONIDADRIVE Lu \ - ---------- -------- I —1- ------ --- ------------ ------ ------ - - -- ----- ------ - m _ Epp 22 23 24}�0 < \ . INTERSECTI GRADING t" INSTALL SIDEWALK - --- SEE SHEET A N AS SHOWN - � \ ` ONE WA ---___ � � — W INSTALL VALLEY UTTER AND FILLET = ------------- -_- ___ -_------___ u+ SEE COB STq DRW NO 2529-1 I ggF � ao INTERSECTION G ADING \ \ , cl SEE SHEET C9. REMOVE EXISTING GRAVEL �►� TURN AROUND BLOCK N I \ \ �� I r a \ \ 0 50' Too' 150' C s� � SCALE A C qqq\ \ Lu 0 50' 100' 150' �0 • d_ llllll I I °�"'; +n S C A L E DRAWN BY: KLS RECORD DRAWINGS a DESIGNED BY: KLS AVED QUALITY CHECK: DJC N w DATE' 8/7/"7913 d 4730 4730 JOB NO. 81 f-Asp„ PROJECT ENGINEER 8/1/1}� NAME TITLEDATE � "N1 N PROPOSED STREET FIELDBOOK NA STREET PREVIOUSLY r� T *+ri n IIOMAS,DEAN&AOS dRS,INC. �. CONSTRUCTION CONSTRUCTED i D ENGINEERING CONSULTANTS r a 1 r eaaErw-wais[3. Aw a 4725 FINISHED GRADE 4725 �a (CENTERLINE)LEwm0N a 06 EXISTING GROUND _ 4725 - - 4725 (CENTERLINE) --_ __ -____ L Lu w 4720 -' 4720 Y i SEE INTERSECTION -- m GRADING ON SHEET C9.1 ,- - Q Of < -------- 4720 5 - 4720 --- _-_ --- W d �--- EXISTING GROUND 4715 r - 4715 0 w FINISHED GRADE (CENTERLINE) '_ = 1 (CENTERLINE) ___- -----_ = w 4715 vI - - _- 4715 wcl. d j --_ - -- E� 4110 - - 4710 j Z Q -------- _ ~ a 4710 --- - _--_----- 4710 Q Z Z 4705 4705 Lu Q EXISTING UTILITY c i DEPTHS AND HEIGHTS w+ W c ARE SCHEMATIC, VERIFY W 4705 PRIOR TO EXCAVATION 4705 d a4700 4700 Lu N 1l � am o 4700 1P 4700 m a0 Z + _'A 5 4695 4695 a O n EXISTING CROUND FINISHED GRADE Z CENTERLINE (CENTERLINE) S 0 4795 ---- --- - 4695 EXISTING GROUND FINISHED GRADE Z ♦� „��n Nm mn mm am oo ,o� dN ��a o+ oo (CENTERLINE) (CENTERLINE) V/ o v1 0 0 o 01 0 +o I+o m +n 4690 - - - 4690 r 7M Na �V M� a� +G h10 r0^ 50 cn O N m +D W al` an all` d^ dv dr a^ do do �n do n an m m m n a a a a a a a d d r a• a 16 mooi no, no; no ao m o O W d aid d.a did d v d d v v V 8t00 9100 10+00 11+00 12+00 13+00 14+00 19+00 20+00 illon 22+00 W cn 2 F- MONIDA DRIVE VAQUERO PARKWAY R t11-79-C8.3.DW SHEET C$,3 AS-BUILT SET °°""••. :"00NTAA F*' n KYLE z 1 13PE f- r - - � STA. ??? �Q ..•OflAL INSTALL FLEXIBLE DELINEATOR /�� _ -- OFFSET-???' rt"+" Post (TYP) - -'STA.- / FL=4705-60 -�- -OFFSET=--16.50' STA. 9+38.33 i • FL=4704.76 STA 6+21.90 OFFSET=16.50' w OFFSET=-20.92' FL=4708.27 i i '-----------------------.. ---------- ----- �� FL-4704.93 I O w REMOVE AND REPLACE EXISTING O CURB AND GUTTER TO SIDEWALK STA- 6+51.10 - P11 -- -------i m ------------- a CL=4705.75 ; INT CURB a 4 • _ sTA. 1+ 1.69 -- --- --BID----- - Low Q ; N - E{=-= - STA. 6+51.10 C OWN OF FL�4705.83 _ __ • FL=4703.16 LOLO WAY OFFSET=16.50' RAD STIC u+43gp I , I FL=4705.25 ---- .-FSET=--16:60' '•_/� ?9 � r FL=4708.38 ,N FL-4706 55 sTA 7+16.21 ��X Lao wAr 2 CL,-4706.43 1• --�---- +gyp -614 CURB PAINTED YELLOW �•70x WEST OF STA 1+51.69 i •' �.r77-. _ (TYP) - - - ---- - -- -- - I -- _ L EMHI TRAIL DR E STA_ 1+51.69 SA.�7+45.39STA. 7+16.21 o$-w �a OFFSET-16.50' Z OFF)SET=-20.92' o FL-4703.16 FL=4705.93 5 FL=4706.27 STA. 6+40.58 5 nF 7 REMOVE AND REPLACE COSTING fL-408.35CURB AND GUTTER O SIDEWALK f ---RAMP-AND-A&TC------------------- --- --- SA 10+02.50 I H OFFSET=16.50' ST4 7+62.41 FL=4708.95 c OFFSET--16.50' FL+4706.42 ! I 0) z 0) i INTERSECTION OF CASPIAN AND LOLO N I A c' INTERSECTION OF LOLO AND MARIAS INTERSECTION OF LEMHI TRAIL AND MARIAS L,w � DRAWN BY: KLS RECORD DRAWINGS DESIGNED BY: KLS QUALITY CHECK: DJC APDATE PF2�V dt 1)13 i4�i .E.•-- _ _PROJECT ENGINEER 8/1/13 JOB NO. B8/A79 T NAM' TITIF DATE FIELDBOOK NA THOMAS,DEAN&HOSKIJN(W.T 0 20' 40' 60' ; ENGINEERING CONSULTA MONTAVA TD& SPo V E�_907FNIN_KAI PlLL S C A L E06 I 1_ t£vnsror+ wINSTALL FLEXIBLE DEUNEATO ST0. 3+96.b0 �=_15.50'POST (TYP) SiA. 3+96.00- ---------- -- OFFSET 15.90 FIL 4a6943e'i rrr�� sTA 12+63.35> FL SIDEWALK RAW OFFSET=-16.50' 4710. 4710.39 a FLr4711.53 Wg • - - --- . 1+ 8.86Z FFSEi--16.50' -FL-4705.69 SrA.7+56.08t650' -eFPSEF-1s:so=- ^��T=- M - n- LEMHI TRAIL DRIVE FL--479J69• r' •��0.80X 4710.45 �' FL FL=4 �1 I ? FL=4712.15 N ♦�e� 2 ;5'* �5-- ✓ iL=4711 76 Z v -_ --- FLt+7-t998 3� TSCHACHE LANE g11' Z CURB PAINTED YELLOW 4710.64 Q Q 1 WEST OF STA 1+58.86 7 8.�p too t Z O _ -0.80X m'P) ---- - -- - - - --- 1- -�- - --- ---�---F-- ---- Q 0 P - - STA. 7+57.08 p STA 6+94.08 OFFSET=16.50' TSCHACHE LANE W V 'j • STA. 1+5 w FL 8.86 OFFSET=16.50' FL�4•A1�F4 12� FL=4�89 Fa 470 64710.7JA 1' 4710.45 m To w 2 W SDEIYNK AMP 1+ ' X N Z -- - - - -- m 0 I I • Ico ----------------- ------- --- -- 1 - -- - - w LLI OS166.50' a Ix STA. 4+59.00 .-- OFFSET=16.50'J 4710.52 FL 47+1�0.552 Q Z cn a L) I ) O of INTERSECTION OF CASPIAN AND LEMHI TRAIL INTERSECTION OF CASPIAN AND TSCHACHE INTERSECTION OF MARIAS AND TSCHACHE L) w R-B1/-79-C9.O.DW SHEET C9,U AS-BUILT SET ,0 IS 1TIA'N * KYLE 9* \ _S , 13PE'W INSTALL OUTLET STRUCTURE WITH 2-3/4" SLOT SIZE RIM 4705.41, STA. 6+98.95 c' OFFSET=-16.50' INV OUT(S) 47 7034 T FL-4710.0o SV o COB D FIG.a \ STA. 13+ .81 SEE COB STD FIG. A 2 Ty OFFSET--1 .50' �ZG STA 7+38.25 CATCH LINE CATCH LINE Fo O F` �� •� OFFSET=-16.50' STA. 13+57.85 ----- STA. 13+ 58 - � --_.-- OFFSET=-16.50' w OFFSET= .93' 's > _-____-_---_ - _FL=4717.33__- ( _- FL=4717. HIGH WATE w -- 3 R ----------------- o _ � ---'- -__ TOE NEW DETENTION POND 28 �E \ ` �^ _ _. _ _ - ,yQ` �` VOLUME BOTTOM F Q o \� STA 12+92.19 `1i HIGH WATER D 4704.94 4 4 UrPZ.L ?4S-t =-16-Do ZONE SETBACK UNE 1 WETLAND H �S FL=4716.07 MONIDA DRIVE _._ 10 4:1 SIDE SLOPES S ��� �(6•"- MONIOA DRlve STA. 13 9.32 Ft=4704.94 ff OFF e+ K `1 92% ►t OFFSET .00' _INSTALL 42 L.F. OF a n I g FL=471 2 18" PVC A-2000 a v C1 i FL=47V.63 0 0.4% o { o rot 14 "1 41 L.F. OF 3' INSTALL RIPRAP SPLASH PAD �. 53�4 f ---- --- -- --- -�- - -- WIDE OVERFLOW �� L ` IK ' K ox INVERT 4703.27 CHANNEL WITH . WITH 6" NOMINAL RIPRAP ¢ STA. 7+18.29 Ig TRANSITION CROSS SLOPE in ., TERMINATE USING A EXTENDING 12"_BELOW POND + �o - 4:1 SIDE SLOPES OFFSET=16.50' ri 2.52% I o '� CONCRETE FET.•...•_. •.•... ....._...•....._. BOTTOM AND 6 ABOVE POND FL-4710.20 -- f.- �-�- BOTTOM, TERMINATE USING A g F.ao .• ••. `' FL=4704.12J ~~'�.�'•• CONCRETE FET o -- - STA. 1 76.58 _- - -STA.-13+57. OFFS 15.75' i 1 I FL=47 .59 "' �f SET= .........r... o •------ ----------------_ ------------ STA. 12+92.19 FL=4717.73 o STA. 7+18.91 OFFSET-16,50' i END OF STORM N `\ OFFSET=16.50' ______FL=173&07____--__-___________________ _______�___ g DRAIN FEE MOVED t FL-4710.49 0 BACK 4 FT 1; m S A. 13+72.63 < <: WETLAND C - FFSET=34.07' o /'� f LINE $ FL=4717.80 l �' J •� INTERSECTION OF CASPIAN AND MONIDA INTERSECTION OF MONIDA AND DAVIS LANE ww�g INSTALL 2'X,2' POND 2B DETAI 1 aW< RECORD DRAWINGS THERMOPLASTIC STOP BAR. DRAWN BY. KLS C91 SEE COB STD DRW 02581-1 FOR STOP BAR PLACEMENT 0 20' 40' 60• DESIGNED BY: KLS O 20' 40' 60' QUALITY CHECK: DJC AP P�2 D I I I I I I I I I I I S C A L E JOB NO. B -079 / - PROJECT ENGINEER 8/1/13 S C A L E JOB K NA / NAME TITLE DATE i THOMAS,DEA14&HOSKIf�' EXISTING STOP SIGN IN ENGINEERINC CONSUI.TAS 0rt 1 F. -WZD -MUSPEI iSPOKAW wAsl WITH STREET NAMES., INSTALL ALL WAY SIGN INSTALL NEW 36- \ STOP SIGN AND 1 06 RI-3P ALL WAY SIGN WITH �� Rt-1 W RETROREFLECTNE J EXISTING BIKE LANE WITH STRIP ON STD COB NO PARKING SIGN - POST. SEE NOTES. R1-3P m Q I~ IJJ ---'------------------- ---- ----- W w N STA ��&� L 300 Q z 6FET=-16.50' < REMOVE EXISTING = Z FS PEDESTRIAN CROSSING INSTALL NEW POST-MOUNTED a Q SIGNS (2) AND SALVAGE CHANGE IN TRAFFIC CONTROL C ANGEC TO THE CITY OF BOZEMAN AHEAD" SIGN 300' AHEAD OF CONTROL Q Z NEW STOP SIGN. MAINTAIN FOR AHEAD Z 30 DAYS 1.81% I L=4713.66 O � t MATCH - - 14i- ----- _ - - __ i t - CHANGE INSTALL NEW INSTALL 2'X12' SIMILAR 2 0 Z TSCHACHELANE I -1-- TRAFFIC POST-MOUNTED 0 3.37% CHANGE IN TRAFFIC BA7ITERLAIff THERMOPLASTIC STOP BAR, LJJ 2 V _ FL=4714.09 CONTROL CONTROL AHEAD" SIGN SEE COB STD DRW 02581-1 c 1 - MATCH AHEAD 300' FOR STOP BAR PLACEMENT c Z Z - 300' AHEAD OF NEW STA 14+15.88 STOP SIGN. MAINTAIN leQ O OFFSET SIMILAR TO FOR 30 DAYS EXISTING STOP SIGN W �' FL-47713.8 W23-2 WITH STREET NAMES. ~ N --- - --- - INSTALL ALL WAY SIGN X O w ,® RI-3P m m --------------------- -- INSTALL NEW 36' W R1-1 '• STOP SIGN AND NOTES: �JALL WAY SIGN WITH Q RETROREFLECTNE 1. RETROREFLECTIVE STRIP SHALL BE 2 rr^^ STRIP ON STD COB N INCHES IN WIDTH AND SHALL BE THE FULL V R1-3P I� POST. SEE NOTES. LENGTH OF THE SUPPORT. COLOR SHALL Z s CMATCH OLOR.THE STOP SIGN BACKGROUNDFn Lu 0 2. INSTALL RED FLAGS (CLOTH OR Y RETROREFLECTIVE SHEETING) ABOVE NEW 0 INSTALL TYPE D---- STOPS SIGNS AND TEMPORARY TRAFFIC w INTERSECTION OF TSCHACHE AND DAVIS LIGHT POLE CONTROL SIGNS. FLAGS (2) SHALL BE v N PLACED 45' FROM VERTICAL. MAINTAIN FOR 30 DAYS FROM INSTALLATION. w 0 20' 40' 60' DAVIS LANE AND BAXTER LANE IMPROVEMENTS DETAI 2 I I I I I I I APPROXIMATE SCALE R-811-79-C9.1 OW C9.1 SHEET C9.1 60'-0" w w z z 30'-0" a 13'-6' 33 0' 13'-6" a 6' THICK SIDE) 0 0 RAMPS n 2'-0' 14'-6' 14'-6' 2'-0 7'-6" 5'-0" u 1'-0. LAN PROFILE STANDARD BOULEVARD SIDEWALK PROPERTY LINE .2/ GRADE FINISHED CURB A[ GUTTER SLOPE TO CATCH 3.0% 3.OX 1/4' PER FT 2.0% (TYP) 1 t / 4' THICK CONCRETE CEOTEXTILE NOT USED I 3"ASPHALTIC CONCRETE SIDEWALK ON CASPIAN FROM GEOTEXTILEl EXI571NG- SURFACE COURSE 2447 TO 7+18.6 MI 60OX OR GROUND 6" CRUSHED GRAVEL BASE $ CRUSHED GRAVEL AND MONIDA FROM EQUAL COURSE (1-1/2" MINUS) SUBBASE LEVELING 7+18.8 TO 9+50 L 18' GRAVEL SUBBASE (6' MINUS) COURSE 33' WIDE ROAD SECTION (TYPICAL THE CROSSING) TYPE A 75'-0' Z z 37'-6" 37'-6• _ Z a 20'-0" 35' 0' 20'-0" a o - 0 a 2'-0" I5'-6' 2'-0' 14'-0' BOULEVARD SIDEWALK PROFILE� STANDARDGRADE3.� HNISHED CUCONCRETE h CUTTER J - 27 3.O7L ` 1/4' PER FT 2.0% w SLOPE TO CATCH 4" THICK / CONCRETE S-�PHALTICETE SIDEWALK I SURFACE COURSE PROPERTY LINE GEOTEXTILE J EXISTING 4' CRUSHED GRAVEL MIRAFI 60OX OR 6' CRUSHED GRAVEL BASE EOUAI, GROUND COURSE (1-1/2' MINUS) SUBBASE LEVELING COURSE 18' GRAVEL SUBBASE (6" MINUS) 6" THICK SIDEWALK-/ 35' WIDE ROAD SECTION (VAQUERO) LANDING 60'-0" W - W Z Z 30'-0' �. 30'-0' a a TYPE B 0 12'-0" 31' 0' 1 0 a a 5'-0' 8'-6' 2'-0. 13'-6' I 13.-6" 2'-0' 8_6• 5.-0. 1_0. SIDEWALK BOULEVARD TRAVEL WAY TRAVEL WAY CRETE BFINISHOULEVARD SIDEWALK 1-0' PROFILE .2. 1/4' PER / GRADEED STANDARDCURB k GUTTER 1/4' PER 2�Ox R SLOPE TO CATCH 2-� FT ,O ` 3.Ox FT (TYP) A;\ ` 24'X60' 'c a 4'THICK TRUNCATED g CONCRETE 4' THICK DOME PANEL RE"- SIDEWALK -3" ASPHALTIC CONCRETE CONCRETE �� SURFACE COURSE SIDEWALK 4" CRUSHED GRAVEL EXISTING 7wrSUBBASE LEVELING 6' CRUSHED GRAVEL BASE GEOTEXTILE NOT{USED GROUND COURSE (1-1/2' MINUS) 4" CRUSHED GRAVEL COURSE ON CASPIAN FROM 18'GRAVEL SUBBASE (6" MINUS) SUBBASE LEVELING 2+47 TO 7+18.6 COURSE 31 ' WIDE ROAD SECTION (CASPIAN NORTH OF TSCHACHE) s o PROPERTY LINE u STREET SECTION DETAI 1 6' TM'GRAMPS""A �o. RECORD DRAWINGS LANDI APPR7ED/ yG PROJECT ENGINEER 8/1/13 TYPE C NAME TITLE DATE THOMAS,DEAN&HOSKINS,INC. e TD& ENGINEERING CONSULTANT'S WASHMilus-eotu4w-�uusrtu uon 0ia a x F a 35' AS-BUILT SET °oiS T AN,,,''• 22' *` KYLE9*'" S ELEVATION 4700.50 .1 13PE f'"3 PROVIDE MDT APPROVED SILT '`�f '�',.•' °f i II FENCE AND WOODEN FENCE POSTS ''.F70.1'AL 1 • i it � EAST JORDAN IRON WORKS NEW LIGHT POLE AND BASE, BOLTS AND BOLT - PATTERN PER MANUFACTURER. LIGHT POLE BASE 2-2" ADJUSTINGJ 7" BEEHIVE FRAME AND GRATEFOR PONDS, OR APPROVED EQUAL / TO HAVE BREAK AWAY BOLTS. RINGS 24' I r I I r o 0 I I O li r 'i r$ > i it o> W TRENCH APPROX. 3 •� r •I \ 'r 6" DEEP X 6' WIDE m ;3 FINISHED GRADE S. + ON UPHILL SIDE OF c PRECAST REINFORCED CONCRETE CO ; ij" FENCE Wo o MANHOLE RISER AND ECCENTRIC CONE TOP MANUFACTURED IN 'PrjCTi J ACCORDANCE WITH ASTM C�y �`,rl !� r DESIGNATION C-478 Y ON9 '✓ ? > uj -I I El I -' I 3' (MIN.) 4B" 3- (MIN.) yl f\•0� 1�IJI a 1 $zo°� I-I I I OOY N01 TO SCALE EMBED A MINIMUM 10" LENGTH C FABRIC m f� z . BACKFILL TRENCH WITH I� 3 3 ROWS OF SLOTS I_ _I - EARTH. COMPACT THOROUGHLY. 0 m LOCATED ENTTERS - LIGHT POLE CONDUIT I ( �_�- I ' NOTES y PER LIGHT INSTALLER I I 1 SILT FENCE FABRIC TO BE FASTENED SECURELY TO tm 5 (TYP-) I FENCE POST BY USE OF WIRE TIES OR HOG RINGS. C m 00 I I (3 FASTENERS PER POST), FOR WOODEN POSTS, FASTENERS L v in I o S I HAL " WIDE X " LONG),L BE NO. 17 GAGE STAPLES (3/4 1/2 m o I I SPACED EVENLY AT 5 PER POST OR NO. 14 GAGE NAILS •� v I 0 LONG WITH 3/4" BUTTON HEAD) SPACED EVENLY AT 4 PER POST- C N 2 ENDS OF INDMDUAL ROLLS OF FABRIC SHALL BE SPLICED •C TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM 6" OVERLAP. w oo Hu } 18" DIAMETER SONOTUBE ry I I 3. PLACE SILT FENCE ALONG LENGTH OF SPRING DITCH BETWEEN auwa CONCRETE PIER - uw�3 PRECAST BASE VAQUERO AND tEMHI TRAIL PLACE SILT FENCE PARALLEL TO BARTER (6)#55 BARS I REINFORCED WITH I 36" DIAMETER ( I LANE BETWEEN DAVIS LANE AND CASPIAN AVENUE. PLACE SILT FENCE DRAWN BY: KLS VERTICAL #4 BARS HOLE `MINIMUM \ DOWN GRADIENT OF ALL SOIL PILES. DESIGNED BY: KLS / THICKNESS - QUALITY CHECK: DJC SILT FENCE DETAI '•F DATE 8/1113 10. JOB NO. 817-0A 04 CLOSED TIES O 12" FIELDBOOK NA _ OC THROUGHOUT SECTION 'WRAP DRY WELL IN GEOTEXTILE I MIRAFI 140N OR EQUAL WASHED ROCK MUST 'EXTEND AND DRAIN A MIN. 1/4" BELOW GROUND SURFACE 06 �) ` GEOTEXTILE OF TWO FEET INTO NATIVE 18" DIAMETER SONCONCRETE PIERUBE WASHED ROCK r GRAVEL HEAVY DUTY MONUMENT BOX, w PROFILE CONCRETE PIER \ /�MIFtAFI 140N OR EQUAL "' I SIMILAR TO CARD ENG. NO. 50608-1 SECTION •C/� / / r �` ---- '_.s••�'• SEAL JOINT WITH RAM-NEK m • w TYPICAL LIGHT POLE FOUNDATIO 1 a 8" X 3' ROUND CONCRETE SLAB NOTES: Q NO SCAT E 1 O. 1. CONTRACTOR TO CONNECT ROOF DRAINS TO ROOF DRAIN DRY WELLS SLIP HUB TO USING 6" SDR 35 PVC PIPE. FROST THREADED ADAPTOR d 2. ROOF DRAIN PIPE SHALL BE INSTALLED AT A MINIMUM SLOPE OF 2%, EXPANSION - - -- 3. SITE CONTRACTOR TO CONNECT TO ROOF DRAIN 5' FROM BUILDING. SLEEVE THREADED PLUG 4. INSTALL ALL CLEAN OUTS, BENDS, AND FITTINGS AS SHOWN ON THE Z lz Z 0 <)' C,.O O 0 0 '+ �+ - PLANS. yl0 O tl U U 0 0 0 U U 0 0 O`0- Q 0 I O O 0000,000 0 U O O O U o 0 5. INVERT AT BUILDING EQUALS FINISHED FLOOR MINUS 6.0' Q Z Q a� w DRY WELL DETAI 3 CLEANOUT PIPE _ _ _ SDR 26 PVC Q o w a Nc SEAL[ I 11=1 I M I 1=1 11 EMI l 1=1 11=1 11=1 I I- _ 10 w z —I I I-111=1 11—I I I—III=111—III—I I I—! W a U SEE PLAN ' • w 11--1II—III—III-111=III d I I III—i_l a BEaD • X N <� —1II=III—III=11-111=111—I1I-1I1-1 N 0. I_I 111—III—III—III=�—III= 1�1-111 z TEND RENCH co�BACKF LL INY m U —III=III=III=III.111=III=III=III=! tl tltltl tl , tltltl0 Q Q Qtltl tl tl tl tl RECORD DRAWINGS ,U000C, )O otl OO 000000000000 000. .. Q 0 0 Z J O O O U O G O O O O`. APP ED z O O L z 0 0 0.1 0 0 0 0 0 0 0 • V o O O ) 0 0 0 0 0 0 0 0 0 f) PROJECT ENGINEER )00000 00000000000000 O Q 0'.. - 8/1/13 , Z m 0,4� 0-000000000U �4 NAME TITLE DAIS _ , MIN.) 00000000000i�< ,1(MIN)-` 4 A 6" SDR 26 PVC 00000 tl oo°0°0o0°00�. T THOMAS,DEAN&HOSKINS,INC. • co a O O O 1-0?1 fj.' r�` 1�� ENCINEEWNCCONSULTANTS _ Z Cl C)tl tl O Q O O tl tl Q U V U U(', I (,NEAT cN15-BDAUN•-Iul6Ptu IgNTNu •' 0 0 U-0. tl tl U 0 0 0 0 0 .NC " � (1000 OOO U000O o0000O 000000000 1 i[w�sroN ouro •. V 4', 6", OR 12" SCN. 40 PVC CONDUIT (NWE) w 4" SCH. 40 PVC CONDUIT (IRRIGATION) CLEANOUT DETAI 5 CONDUIT TRENCH DETAI 2 10. Nu '_.,.ALL 10 R-611-79L10.1.DW SHEET C1Q,� I,i ---------- - - -- -- -- -- i AS-BUILT SET j I IS .4 ITO 3TO s +924� 45-.54 LOLO WAY .1 13PE 7-t UTILJTY EASEMENT -------------------- 4 8 (TYP) �—INSTALL 6- )TILITY INSTALL 6 UTILITY !I.I. I* UTILITY i N 10. CONDUITS O AND CONDUITS (3) CONDUITS (3) 5 INSTALL S)UTH END INSTALL SOUTH END INSTALL 4" 4" CENTURY LINK BELOW ST)RM DRAIN BELOW SIOR DRAIN UTILITY IRRIGATIO CONDUIT (1) EASEMENT (TYP) N INSTALL SO LTH END !2 CONDUIT T A L A RIG po N L ;i z +29.8 0 z BELOW STOT DRAIN SEE LOLO AP D w > T VS SHEET Ks. H > w EL 1 i _INSTALL 4 IRRIGATION INSTALL 4' CONDUIT CENTURY LINK SE LEMHI THIS CONDUCT hARIAS, HIS SHEET IQ INSTALL 4' CONDUIT 1pp IRRIGATION +35.1 nuj ---------------- - ...... .. 6 INSTALL 12' UTILITY TSCHACHE LANE ✓ CONDUITS (2) AND- JI - INSTALL 4" CENT LEMHI TRAIL DRIVE 2- LIGHTING CONDUIT (1) : K. LINK CONDUIT (1) I TO, 2 34PID 0 _+83.5 51P_- 610 E lo: A--I!f 11 8.�60F I - --- +45.5_, ----------------- --- ---- -- ------ -- --------- - • 4 INSTALL 6 L_Url)ITY ALL 6' UTILITY NSTALL 6' UTILITY 6 ------------ CONDUITS (3) CONDIUM. (3) CONDUCTS (3) - ___ INSTALL 4* - 0 IRRIGATION CONDUIT Ni LEMHl TRAIL AND MARIAS MARIAS AND TSCHACHE 2" UG14TING CONDUCT (1) < M S SEE CASPIAN AND TS'HA SEE MAR CHE, THIS SHEET ANDL w 11 TSCHACH , SHEET C 11. DRAWN BY: KLS NOTE: IN 6' UTILIT r DESIGNED ElYi KLS Ty INS INSTALL 6 U� LIN INSTALL 6, MUTY (3) QUALITY CHECK: Dic CONDUITS (3 AND �IcONDurrs 1. SEE DETAIL FOR CONDUCT TRENCH DETAIL AND MATERIAL TYPE DATE: 9/1113 NDUIT • - - ---------- • 2. MARK ENDS OF CONDUIT WITH 2X4 POSTS. SEE SPECIFICATIONS. JOB NO. Hil-079 FIELOBOOK NA 0 20' 40' 60' 1 D 121m— .13VO — 14lW 1, �° } - 2 1154.1 Drq-—-—I,v 35.1 RECORD DRAWINGS 11+84.1 TSCHACHE! E S C A L E 1 5 - ;7* 4APPLVEDO - - -- - -- ------ --- - ---------- --- - -------------------- -------—----- ------------------ +28.9 PROJECT ENGINEER 8/1/13 06 NAME TITLE DATE INSTALL 12' UTILITY- w CONDUITS (2)AND 2- LIGHTING ONDUrT (1) 8.0 THOMAS,DEAN&HOSKINS,INC. TD ENGINEERING CONSULTANTS INSTAL 6* IRRIGATI(IN INSTALL 4' IRRIGATION CONDLCTS (2) AND 2- UTILITY EASEMENT CONDUITS 2) LIGHTING CONDUIT (1 1) (TYP) INSTALL 4" IRRIGA ON CONDUIT AND 2* LIGHTING--CON UIT------ SEE MONInA AND (.2E CH) D SEE CAI AND Er Ct — _MONIDA, SHEET C11.1 DAVIS. THIS SHE ' \--I 0 1112 INSTALL 6" IRRIGATION > INSTALL 6' UTILITY INSTALL 6" UTILITY CON (2) AND 2' z CONDUITS (3) CONDUCTS 3) LIGHTIN, CONDUCT (q z F- EA Co S 4 ND EASEMENT CIE R IT R'A'A 0 NO 2� U.T_- (2 C.) ----1� "1.2 .......... -- ------ -- ------- - -- ----- ------ INSTALL 4" IRR IGATION IGATION CONDUCT (2) AND 2' W D 13 141 LOLO WAY LIGHTING CON OUR (2) MONIDA DRIVEcQ $I lotoo il. -— -—-—-—- 14100 z -*i+1 0-.7 _MI DR4 I- F7- 49.0 —-—--- 4Y-4 1+1�2�l +8 .7 INSTALL 4" IRRIGATION __ — 2 1 CONDUCT IQ +4 J3 w --------- ---------------- X N - ---- --- ----- - ---- -- ----- tINSTALL-12*U FILITY_ tIN'TALL_6*­uTILf7 f-------- INSTALL 6' UTI ICY 0 CONDUITS (2) CONDUITS (3) CONDUCTS (3) coFn co D F- +44.8 w UTILITY INSTALL 4'- IGATION z ") Is CO R EASEMENT DUCTS (2) cn LOLO, LEMHl TRAIL, TSCHACHE, AND MONIDA 6" CONDUITS (n 0 L) w 0 60' 120' 180' X LOLO AND MARIAS MONIDA AND DAVIS w ISHEET Cli-ol BUILT ---- ------ - -- ---- -------- - - -- -------- --- -- -- - -- - -- 1 KYLE 1 - - -- ------ 1 / / TO BAXTER/ �`` OAVIS LIGHT sc ..1 13PE y= ' �` BLOCK 2 v' ' vim r-i—v T�i— `� -.,`�Jfwrl 10 — - S 5 S: 's1' T s _ I To, r - UTILITY EASEMENT -� y Th INSTALL 2' �l(TYP) , - -----'--1 --- - ----------- '---- -- ---------- ------------ -�--------- --- - �a LIGHTING CONDUIT ' C NECTS TO , LOLO WAV 1 I o csi ISTING UTI BOXES ON THE WE SIDE OF ' Fq- +87.6 4INTA 1 LAN USING Z UTILITY EXISTIN CONDUIT ; ' Ss tw3 r - RECORD DRAWINGS 6 ! �" I w ��= W' OAP VEINSTALL 4' IRRIGATION w _ PROJE T ENGINEER 1 13 1p> NAME TITLECONDUIT .------_---- Q i $ w ______ a r�� THOMAS,DUN&HOSKMS,INC. i IRRIGA ION INSTALL 2" — _ ran i 1 D&I ENCINEERUNG CONSULTANTS 1I �- �^ w +89.6 7 B•�0— _ _- Q r vAuseoawn-Iwlpau I� ry — _—1 -__. iiOHT NO CONDUIT _—_— U 1 -- ~ / INSTALL 4' I n O INSTALL 12" UTILITY—' IRRIGATlON (IRRIGATION 9 9 10 '2 13 /• I n CONDUITS (2) CONDUIT I CONDUIT n i l _ I BLOCK 4 I I —— I_ ____________ ______—_____ __.__..-______ ___ _________ ; _ '+63.6 - o -- 1 I '1 - — --- - --- i I I I z �� ; I I m o r N w 1 __------- .- _.__. 7 I__-- ------- ---------- 1 I I 1 w i I ALL 112- UTX.ITY —r�--'--v _ M0 —v v -— v 'a NDUil r (2) ---�-�� E i --- I v I i UTILITY FAS)•:'MENT , , 1 I I . � I ' I I r( ) t r I 1 I I ----------- I I 13 m CASPIAN AND TSCHACHE I wZy � I �~ i I i z I i r4 um�3 20' 40' 60' I- - DRAWN BY' KL5 C A L F DESIGNED BY KLS 1\ UTI EASEMENT 6 ' I DUALITY CHECK: DJC ' _ DATE: 8/1/13 r J08 NO. 8/1-079 �) \ BLOCK6 FIELDBOOK NA o r•5 0 50' 100' 150' I a Q INNALTL,4 N ' = I I / > IRN INSTALL 2' 8 S C A L E 11rwCIT LIGHTING CONDUIT BLOCK 5 'I r- Z OAS } rz : LLI INSTLL 4" ra I i--- i i /6 1S IRRIGATION 10 I r I m CONDUIT -------- ---------- --- -------- ----- ----------------- -- - I ( I I w MONIDA DRIVE — 5 S -—� -—s— — —.�— S. +43.4 INSTALL 12- - --------- - - ------ L Q CONDORS (2) - j TSC CHE LANE J I ' ao LEGEND a w POWER AND GAS NOT a 5 6 7 8 c 9 ip OS I C J tan EXTENDED SOUTH OF GAS, POWER, D LIGHUNG Lfn S I Q IMPROVEMENT DESCRIPTION u THIS POINT ARE SHOWN FOR GENERAL LOCATION ~ `� 1�•1 AND LAYOUT ONLY, ACTUAL L TIONS w MAY VARY AN SHOULD BE --- ---- I POWER (3 PHASE) •�I BY UTILITY L TORS' _ X N } POWER (SINGLE PHASE) '1 BLOCK 7 I Q m Q GAS (4 INCH) GAS (2 INCH) SECONDARY \ , 1j IZ 13 14 15 16 17 Is 19 I ILD POWER (STUB) \ \ \` I Z CASPIAN AND MONIDA GAS (STUB) ' LIGHTS MONIDA DRIV U) O I I I I NOTE. TO LOT 9. BLOCK 8 - -�—- s s - —-—- s - s - - Lu r ' _ - I I I 1- I 1. SEE DETAIL FOR CONDOR TRENCH DETAIL AND MATERIAL TYPE. ��, I ' ' ' ' ' ' "- — ___ ' -- --- - - - ------- '--- ---- -�- - -- - --- -- -- -- -- - -------- - --� l 2. MARK ENDS OF CONDUIT WITH 2X4 POSTS, SEE SPECIFICATIONS. .1 '. J ' BL B 6 ) 8 pAylg LIGHT ' R-811-79-C 11.1.D W DRY UTILITY PLAN SHEET C11.1