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HomeMy WebLinkAboutLoyal Garden Subdivision SCHEDULE OF DRAWINGS '�,��'"TAN`' SHEET NO• RECORD DRAWINGS LOYAL GARDEN SUBDIVISION COVER SHEET SHEET NAME qsIT 1P APPROVED2 NOTES NAME~ � TITLE " j-1- oA% CITY OF BOZEMAN MONTANA 3 UTILITY PLAN INDEX �^°+ a=o > za�a _ 4 SANITARY SEWER - GOLDEN GATE AVENUE V TD& THOMAS,DEAN&HOSKINS,INC. Prepared for 5 SANITARY SEWER - ADVANCE DRIVE '� o=� ENGINEERING CONSULTANTS ~ 20 cwul rti.is-eozcww-wusxu YONrWe1 6 SANITARY SEWER - ADVANCE DRIVE 3 scauwe wASHInc1oN COVENANT, LLC C/j F �ewsloH ioww BOZEMAN, MT159B719 CONSTRUCTION SET 7 SANITARY SEWER - ALPHA DRIVE V) z 8 SANITARY SEWER - [EST"ter- Triumph p LEGEND 9 SANITARY SEWER - TRIUMPH ro"wH 9RW Vine 10 SANITARY SEWER - VICTORY STREET o O O J 11 SANITARY SEWER - LOYAL DRIVE ►+1 NEW EXISTING DESCRIPTION 12 SANITARY SEWER - GOLDEN GATE AVENUE nZ 04 U= o BARRIER POST M 13 SANITARY SEWER - UTILITY CORRIDOR O 3 Z a I a Q _ ►►yy e BORING ---- 14 WATER - COTTONWOOD ROAD & UTILITY CORRIDOR U o W fy N ® BUILDING `. .. 15 WATER - HUFFINE LANE ,0 A w 16 WATER - ADVANCE DRIVE z�O Z i Q BUSH OR SHRUB OZ VLd w 0 CABLE TV RISER I I~ 17 WATER - ADVANCE DRIVE �� Z m ® 18 WATER - GOLDEN GATE AVENUE �to 00 W � OUTLET STRUCTURE i to ® W w w — CONCRETE H FFIN _ 19 WATER - GOLDEN GATE AVENUE 0 00 O �wz 3415 CONTOUR �_. �- -� r-IF� 20 WATER - ALPHA DRIVE o r 8.4 vQ L ONSTR CTION ROUTE UW, 21 WATER - "vc�nEEf 0 N "` "'n"T Triumph ao � CONTROL POINT � N� � _---—--—--— CURB & GUTTER _ % 22 WATER - T^""' H-6R;T Vine m CULVERT - 23 WATER - VICTORY STREET w w w LOYAL ARDEN 24 WATER - LOYAL DRIVE ¢ a a DELINEATOR POST _ sueDl sioN 25 STORM DRAIN - ADVANCE DRIVE !11 — ,— DITCH C) g� 0 26 STORM DRAIN - ADVANCE DRIVE - ---------- EDGE OF ASPHALT I#] 3 0 — — — — - EDGE OF GRAVEL ff7�' 27 STORM DRAIN - VICTORY & LOYAL ALLEYS, VICTORY STREET & LOYAL DRIVEW y _ _ _ {{---��----�_ _ > >> -+—•—+o +—.—� FENCE W WIRE 28 STORM DRAIN - GOLDEN GATE AVENUE _ -1--Xo m m corm�l 29 STORM DRAIN - GOLDEN GATE AVENUE --�- FENCE - WOOD T 30 STORM DRAIN - LOYAL DRIVE, VICTORY STREET & TRIUMPH DRIVE DESIGNED BY: KW,EB,NB )t FIRE HYDRANT 31 STORM DRAIN - DESTINY STREET, ALPHA DRIVE & CORNERSTONE CIRCLE QUALITY CHECK: KEW ATE W06 0 GAS METER VICINITY MAP 32 STORM WATER DETENTION PONDS 1 & 2 DOB NO. 805-002 - GUY WIRE 33 STORM WATER DETENTION PONDS 3 & 4 FIELDBOOK na 34 STORM WATER DETENTION PONDS 5 & 6 AND LIFT STATION ACCESS LAYOUT HEDGE 35 STREET GRADING PLAN - ADVANCE DRIVE INLET 36 STREET GRADING PLAN - ADVANCE DRIVE XE LIGHT POLE 37 STREET GRADING PLAN - GOLDEN GATE AVENUE 9 MAILBOX 38 STREET GRADING PLAN - GOLDEN GATE AVENUE 0� MANHOLE 39 STREET GRADING PLAN - ALPHA ALLEY & CORNERSTONE CIRCLE ® MONITOR WELL 40 STREET GRADING PLAN - ALPHA DRIVE E OVERHEAD ELECTRIC 41 STREET GRADING PLAN - DESTINY ALLEY m POWER POLE 42 STREET GRADING PLAN - DESTINY STREET Z RETAINING WALL -- - 43 STREET GRADING PLAN - TRUMPH ALLEY Q AT TELEPHONE RISER HAVRF 44 STREET GRADING PLAN - TRIUMPH DRIVE (n ® TEST PIT 45 STREET GRADING PLAN - VICTORY ALLEY Q a o TRAFFIC SIGN 46 STREET GRADING PLAN - VICTORY STREET Z �— E TREE - CONIFEROUS 47 STREET GRADING PLAN - LOYAL ALLEY Z w ;kEAI FALL:_ { TREE - DECIDUOUS \• 48 STREET GRADING PLAN - LOYAL DRIVE (n Q --CTV--— UNDERGROUND CABLE TV 49 STREET GRADING PLAN - COTTONWOOD ROAD Z I --E --— UNDERGROUND ELECTRIC I ELENn� 50 STREET GRADING PLAN - COTTONWOOD ROAD W Z 6 GAS Z �- 51 INTERSECTION AND CURB BULB GRADING s s SANITARY SEWER BUTTE E AN52 INTERSECTION AND CURB BULB GRADING Q N S E ' V so s0 BILLIN STORM DRAIN 53 INTERSECTION AND CURB BULB GRADING 0 Q ———T —— UNDERGROUND TELEPHONE _ _ 54 INTERSECTION AND CURB BULB GRADING J m v V WATERLINE 55 INTERSECTION AND CURB BULB GRADING N WATER VALVE 56 INTERSECTION AND CURB BULB GRADING O — — — — WATER EDGE PROJECT LOCATION 57 INTERSECTION AND CURB BULB GRADING J ® WATER WELL 58 INTERSECTION AND CURB BULB GRADING LOCATION MAP 59 INTERSECTION AND CURB BULB GRADING 60 STREET SECTIONS & DETAILS 61 PEDESTRIAN RAMPS 62 PEDESTRIAN RAMPS & DETAILS 62A UTILITY CONDUIT PLAN 62B IRRIGATION CONDUIT PLAN CAD NO. 8502-009-01.DWG SHEET 1 OF 62 1TAyN/ , 1P -a- T s ¢ Ua < z zzo 0= 21 � 3 z � GENERAL NOTES WATER NOTES w ce p.I 1, THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE SECTION OR DETAIL O M+'I 0� RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES I ALL WATER MAINS AND SERVICES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO A Q DESIGNATION SYMBOL „y U= "V w BEFORE BEGINNING EXCAVATION. TOP OF PIPE. O z 2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE .2 MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF 3 WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY SEWER/STORM DRAIN AND WATER LINE CROSSINGS. SHEET NUMBER WHERE COMPANY. SECTION OR DETAIL J 3. ALL PIPING TO MEET AWWA CLASS 51 DUCTILE IRON PIPE. IS SHOWN p A W i 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES PRIOR TO BEGINNING TRENCH a EXCAVATION TO ENSURE CROSSING CLEARANCE. THE CONTRACTOR SHALL NOTIFY 4. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST O0 w THE BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION. BLOCKS AT ALL WATER LINE FITIINCS. VALVES, AND FIRE HYDRANTS, AS DESCRIBED ABBREVIATIONS Tw �I 4 EXISTING FITTINGS ARE SHOWN BASED ON DATA FURNISHED BY THE OWNER. THE IN THE SPECIFICATIONS. >w `�' �'m CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING 5. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY VALVE & BOX, DRAIN In m W "' W REOUIREMENTS PRIOR TO ORDERING NEW FITTINGS. GRAVEL AND CONCRETE THRUST BLOCK, SEE C.O.B. STD. DRAWING NO 02660-4. ARCP ARCHED REINFORCED CONCRETE PIPE MANUF. MANUFACTURER w O Ld O 4 w z 5. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST ® AT MH MANHOLE Mrl a BLOCKS AT ALL WATER LINE FITTINGS, VALVES & FIRE HYDRANTS, AS DESCRIBED IN CONC. CONCRETE MIN. MINIMUM r� F+�I wo3 THE SPECIFICATIONS. CONST. CONSTRUCTION NO. NUMBER O F o- CT. COURT PVC POLYVINYLCHLORIDE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS. 0 DIAMETER RCP REINFORCED CONCRETE PIPE a0 m D.I. DUCTILE IRON PIPE SIM. SIMILAR 7, ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE DR. DRIVE STD. STATION w w RESTORED TO ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. w DWG. DRAWING STD. STANDARD 8. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE SANITARY SEWER NOTES ELEV. ELEVATION ST. STREET REMOVED & RESET BY CONTRACTOR. EXIST. EXISTING TYP TYPICAL SE.T.S. FLARED END TERMINUS SECTION W/ WITH p 9. ALL SEWER AND MANHOLES ARE 4'0 UNLESS OTHERWISE NOTED ON PLANS. L.F. LINEAR FEET YPC YELLOW PLASTIC CAP N I. ALL SEWER PIPE IS TO BE SDR 35 PVC AND MEET ASTM 3034 STANDARDS. B.F. BUTTERFLY VALVE 10. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF co 10 co DRAINS AND WATER LINES. 2. EACH SEWER SERVICE CONNECTS TO THE MAIN WITH A SEPARATE WYE. NO TEES OR DOUBLE WYES ARE ALLOWED. 11, MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF DRAWN BY: EB SEWER/STORM DRAINS & WATER LINE CROSSINGS. 3. ALL SERVICE LINES ARE TO BE 4" UNLESS NOTED OTHERWISE. DESIGNED BY: KW.EB,NJ 12. CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) 4. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF QUALITY CHECK: KEW THAT INTERFERE WITH CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER. SANITARY SEWER AND WATER LINES. DATE: 6I06 JOB NO. 005-002 13. SEE SPECIFICATIONS FOR CITY OF BOZEMAN AND MONTANA PUBLIC WORKS 5. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SANITARY FIELDBOOK na CONSTRUCTION DRAWINGS. SEWER & WATER LINE CROSSINGS. 14. ALL CONSTRUCTION WILL CONFORM TO MPWSS (LATEST) EDITION, AND COB MODIFICATIONS TO MPWSS. RECORD D RAW I N G S 15. ANY EXISTING OR NEW VALVE WHICH CONTROL. THE COB'S WATER SUPPLY SHALL APPROVED BE OPERATED BY COB PERSONNEL ONLY. 16. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF ..AMe TI1lE DATF 24-HOURS PRIOR TO BEGINNING ANY WORK. 17. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. TD&c THOMAS,DEAN R HOSKINS,INC. 1 L ENGINEERBVC CONSULTANTS GRUT FAILS-aOZE1MN-NALSPEIl A1wTA. 18. ALL INTEGRAL CURB AND GUTTER LOCATED WITHIN CURB BULBS SHALL BE PAINTED svowwe vMswwTon lE'M E �Du10 YELLOW FULL WIDTH AND SHALL HAVE A DELINEATOR INSTALLED AT THE BEGINNING OF ALL CURB BULB TAPERS AS DETAILED IN THE PROJECT SPECIFICATIONS. Z SEE DETAIL eq 62 j Q 0 Q m F- M z fA O Z g W LJJ Z H 0 Q O Z Q W IN 0 Q J m 0 CAD NO. R502-00"2.DWG SHEET 2 OF 62 I RECORD DRAWINGS 'P =� APPROVED ./ NAME TITL T: DATE 11 ¢ZO �THOMAS,DEAN&HOSKINS,INC. Oz TD& ENGINEERING CONSULTANTSIl WZEMNI-KNISPELL 1q!lfANA lol NO Wo F 3 z STRW SEE SHEET 50 COTTONWOOD ROAD 0 J SEE SHEET 14 Sm SHEET 49 COTTONWOOD ROAD wEI O zZ — I; _ _ — - - - - - - - - - - -e-- —Jill 41 WATER F_ !� ® • -® ¢0 w I .I SEE SHEET 14 I '\ _ --- - © • STREET ® ® - I OZc)L) �►W STORM WATER 0STORM WATER SEE SHEEP 38 0 __,- I N W N 4 �j v "J �+✓_ DETENTION POND 4 1`�DElENf10N POND 3 F WATER _ �J -et Zi m I %!' SEE SHEET 33 SEE SHEET 33 SEEm Of Of i I SEE SHHY SEWER ` '• 1 - // M1 3EE s►IEEr 2Y - -Smm - - - - 7 I p p O O W wz SEE SEET 13 STORM SEE SHEET 31 SEE SHE EEET•3t II IIII `jII(- W ORMIN -------- v i�NVE - ---0 rvv-- 10 aL / I ^po0 LU WATER U1 0 DETENTION POND e SE SHEEP3ti 10 �Eill �Sim Nw FF ( SEE 3/ ', - A IEn I�1 W \ \ \ SHEET 9�\ O�" \�I DO m m • • I 1 _ ` \ �� CT�\ 1.pA I, DRAWN BY: ,Ea° • ® 1._ `� ,`` �, O` ` I KW.EBNJ DESIGNED BY: I� • • \ -1' (�� \ ` �' - li �, �� I QUALITY CHECK. KEW w •®• •• _ \ 2 12 $r \ o� WATER \ �.� I DATE: 6/06 ET\\ / \\1, q `\`,1 R1 '� .''-j \ `, SIF 24 , 'P� JOB NO. B05-002 I \ y Z y�T e CC Oy I FIELDBOOK na I\ OEIE3FSTORM IION POI1D \\ r,0 - \` `� - `�` ` •Y P� ,` SHEET 23 "` mil 1 ` ` `I � Z I SEE '� ♦ CO �t' \ \ 1 1 �1 .".� Zm 1``` _ S7iEET 46 11\�\�1 - SHEET 21 y �� 1 a ` I 20 SEE 1e I WA1E7t N !n \\ ��, SIM 42 SHEEP{41 SHEET 47 \ Z O 3 0 , I,I'; STORM WATER SAHDARY SEWER '\ SEE SHEET 39 �r 1 ' ' ' 1 SEE SHE SEWER DETENTION POND 2 SEE sIIEaT 4 m '1 _ - SEE SHEET 11 `` I cn V • SEE SHEET 32 _ sEEET 41 _ µsky ; _ _ �• '� I Q W 1 SEE SHEET 4s , ` Q z Q SEE SIFFf 46 ' � STREET zSHEEP 48 ``\� D Z sIDRM DRAIN r^ blowcn O I 26 .. I_ SHEEP 2e I _ ' SEE SHEET 27 'SEE SHEET 27 SEE SHEET 27 _ z 2 J I I AIEY ' I W Z d 1 � STORM Q - M SIORN DHIJN v uj SEE SHEET 27 LL G L 1 — _ — - ADV CE RIVE BFE IDIEkT A VAN E DR E SHEET 3e J m j ,. SANR T� a -- �E t SfORII WATER � J DETENTION POND 1 SEE SHEET 32 0 100' 200' 300 IIIII I I S C A L E CAD NO. R502-00S-03.DWG SHEET 3 OF 62 i TA O�136 I I \ LIFT STATI DING �(C >f IT ,-- - G' I �1 .1 1P f� _ - STA 7+14. LT e- ��c RIM 3 INV IN (SW) LU �� INV IN (SE) Q. " „ azo Y _ sl _ _ > 0CINV OUT (N) 4 0 - r mod"?m /T-ORIENT RIM W �/ ZZg p 7 TO AVOID UR I 0_ I U 3 Q C9 SS MH k5 SS MH #2 TA 5+50, 5.5' RT III, UI �y ST 1+06, 5 RT RIM 4820.06 �'. Z Q Q RI 4819.71 IN (SW) 4805.61 INV. ELEV F IbU IN N) 48 8.0E INV IN (S) 48 .00 IN (NW) 4805.61 4811.91 9 INV OUT (E) 48 7.8E I OUT (NE) 4805.41 Cr In � x z Z T _ SS MH N4 �, il =0 C w STA 2+35. 5.8' RT . IM 4820.64 _ _ sd Z z V vt 7 V IN (W) 4807.28 O 3 z w 1 OUT (NE) 4807.08 < INSTALL 44 L.F. .. \ Ir Ir W W y INV. ELEV - _ �� Il/ 8" PVC SDR 35 Fr 0 /� I 4811.92 % � - e_ -_ i +aa O 0.40% AND CAP 0 50' 100' 150 Zw� ~ a +ts �/� i - _ _ +00 INV. ELEV.60 4812.6E e< O N 0 w VEINv. E OCR SCALE Imm UO S O PVEN 4812.8E w(r X x A - GpTE cr m 0 0 W s — GOp�D�See page 18 for Golden Gat water to see the sewer changes " 0 0 0 C &Z Ss,�jp5 Major changes to wate and sewer j" o [w.l °w 2+98, 5.8' RT Utility Plan of lots 3&4 ock 3 August 16 20 "�J T = _ +79 + 1 RIM 4 8 i I V. � m INV IN (SIN)(sw) aeD6s2 C&H Engineering ^,o ,y 15' (TYP.) 4 12.50 y INV OUT (NE) 4806.62 _ �p INSTALL 1 - 8"x4" WYES LEFT Q Q Q INSTALL 9 - 8'x4' WYES RIGHT O O O INSTALL 43.5 LF OF 4" PVC (SINGLE TRENCH) INSTALL 292.5 LF OF 4" PVC (SHARED TRENCH) p InTYPE 2 EXCAVATION / TYPE A BACKFILL STATIONING ON MULTIPLE SERVICES 485E -- - --- 485E REFERS TO CENTER OF TRENCH. 03 m m DRAWN BY: ES DESIGNED BY: KW,EB.NJ QUALITY CHECK: KEW --_ _- - - DATE: Gm JOB NO. B05-m FIELDBOOK na 4840 - 4840 RECORD DRAWINGS 5 APPROVED NAME TITLE DATE - 50 — W THOMAS,DEAN&HOSKINS INC. M o No eo mom TDBc K�EBZEMNEE�R�I�M1DGCONSUL'fAN'1'Sw� ILI o o a4 n co ao0� vi v10 C'm I more ICI" 4830 - o-o�-- - - 48',0 e 00o 'a 0^i as oo z Q ' - �a �°0 2 n N 'o �W O W 0ZN + ~ = -* Nw N3 Q in ¢-L a!»> 0^--� —FINISHED GRADE �gzzz ate» 0 Z 'ZZZ (CENTER NE) z -- Z W 48201 ------- -- - 4820-- _ _ _ _ _ - - U) 0 J _-- z O N Wz EXISTING GROUND C RUNE --- — C� o Jm W 95� Q N 481E 481E >" } - -- 'S f R,SID O 130 LF. 0.4 SO J 8" PVC S 64 LF.0.40X 253 L.F. 0.4OX B" PVC SDR 35 196 LF. 9 DR 3 8' C SDR 35 0.42X EXISTIN G N _ _ _ CENTE LINE VC SDR 35 Z o u a ao ao a0 ♦ o o e m e u1 �n Q T aO a0 a0 aD a0 m OI 01 W O� Oi O� N N N Zvi v 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 GOLDEN GATE AVENUE CAD NO. R502-009-04.DWG SHEET 4 0F G2 I A47 i1``4i1awZ IW I � �SS MH #5C� MH #7 _ _ z-LU 11, zo0S MH /6 W._ _ _ = STA 7+16. 5.5' LT O -- - V o�. S5.5' LT =Q A 3+43, 5 5' LT p F-- RIM a819.7t 4823.82 _ - - / Oz- II `�' �` IM 4815.26 Q 4814.70OUT (S) 09.50 - INV IN (S) 4808.00 4814.70 ro '� OJ NQL z _ INV OUT (E) 4807.80I - _ -w IN4814.50 - 0 ` 1I1V. ELEV.INV. EL INV. E INV. EL -1 - INV. ELEV. ^ 48 z INV. ELEV. IN . ELEV. INV. ELEV O 12.65 18.35 !"�4810.20 11.18 4809.59 4809.25 4809.61 4809.61 U ta2--__------ ow +4a +at +43 +ea +4a +at +DaADVANCE DRIVE " tl Z w O � ` 11 - ,I - 1 �I ' 1 1 ' - c g, Z o x zW uJ +�s,-.. �s -f- -+ - SF}--F�- ^�S +--- - - - + W t - �- w'�!�0 50' 100' 150' Z I - - --) W - I I I I Z I LL ' - ,- 1 I 1 I _ - 1 ' --- J S C A L E 3 '� I --i-� ---{-� - ! I I ' ! ---- - - W _ 1 I I I ---- I ' 1 ! I ! ! I ! 1 ! I ! I , I 4811. 1 1 ' +62 +92 +12 +94 NV. 0 C I W +Si +841�10E�' +st +tit +9t +t14 +64 +54 +14 +64 +14 +� INV. ELEV. INV. ELEV. INV. ELEV. INV. ELEV. INV. ELEV. W W$ INV. EL iNV. ELEV I V. ELEV. I ELEV. I V. ELEV. I ELEV. I ELEV. 4818.81 4818.47 4819.22 4820.83 4819.72 mw A W z ADVANCE DRIVE 15 0�) 4809.83 V. 4809.59 811.97 13.07 13.99 14.91 815.83 z INV. LEV IgN�09E73 4, 10 p '� `b �0 �1 ^�W' 48j 0.36 A INV. EL �` Q h Q >c �I z o �flb 4810.0 rQ ,� I G� I = O �U UU W J w w w �WZ ��' INSTALL 10 - 8"x4" WYE LEFT O 0 O O INSTALL 17 - 8"x4" WYES RIGHT ^ 6.0 SHARED RECORD DRAWINGS INSTALL 13 . a+� LF OF 4" PVC (S -TRENCH) INSTALL 934.5 LF OF 4" PVC (91iAR€0.TRENCH) m APPROVED SINGLE a0 ✓..�� T,J„-r, -- ��lFG!/�i1d✓,/�Y-z ��S/ STATIONING ON MULTIPLE SERVICES/ w w w`f REFERS TO CENTER OF TRENCH. F F F NAME TITLE ATE � O 0 TD8c THOMAS,DEAN&HOSKINS,INC. p� ENGINEERING CONSULTANTS LLS TYPE 2 EXCAVATION /TYPE A BACKFILL _I U CRFAi GA -a0ZE - F11 MONIAIN IEMISfON - - IOAHO _ - 4850 In 4850 -- - -. -- CO m 10 F DRAWN BY: EB DESIGNED BY: KW,ED.NJ - QUALITY CHECK: KEW DATE: 6/06 JOB NO. 805-002 FIELDBOOK - 4840 4840 _ O � a N< rNm v 4830 ; ono - 4830 - - m�� m�az o �a0 N Z Z ❑ O �nmZwIU FINISHED GRADE �� O _+<tOzz (CENTER INE) - - - _ N ul � U a adz - Q Z -- ❑ z Q � II�v EXISTING GROUND ___ -_ m Q 5+iQ (CEN rERLINE) •- 4820 z ❑ to a PVC SDR 3 � � Q o -_ 340 L.F. fO Lu Z Lu _ ----- i N V) 374 LF.- 356 L.F. _ .I sn D Q m 4810 - - - + N yG 5 EXISTING GR UND CENFERLINE 4800 •IE00 - - - - - - - - - 50 I� 10 O 1� Ip O 00 N 6 N '- OI o0 t0� •- OI 17 m M O m N O 1 N GD N N Mmmt < 1ap YmI 10 er_p r ?� N oNp N N N N N N G an < < 4 O < a a Y m nyl m < 00 Y 00 OD W O 1.-WI 2+DO 3+00 4+00 5+00 6+00 %l1 u 8400 9+00 10+00 11+00 12+00 13+00 ADVANCE DRIVE ICADNO.. B502-009-05.DWG SHEET 5 OF 62 i L' w - i ��OG 1n' - 1 - _ } 7 iP 1 _ # W = = _ SSMH 9 SSMH $10 SS MH 8 W STA 17 52, 5.5' LT fF STA 20+92, 5.5' LT STA 14+12, 5.5' LT of RIM 4834.35 I SS H #11 5.5' LT L RIM 4829.09 -- j } INV IN (E)44829.05 ♦Li Y SS MH {52 INV IN E 4819.18 � INV IN (E) 4823.487 i INV IN S 4829.05 O INV IN S 4823.48 i I 1 O ; I I ; RIM 4844.73 ` Zoo INV IN (S) 4819.18 I I W O O _ , Q INV IN (E) 4835.52 U azo INV OUT N 4818.98 Z z� _ INV OUT (N) 4823.2$ i F INV OUT (N) 4828.85 ,I ' } 1<8 O , I I h l I h U ^ I i O INV OUT (N) 4835.32 INV,. ELEV. '`^ IN'V. ELEV. Ny. ELEV. Q- 3 7 "22.35 I c 4l�27.50 = _ (33.65 QQ' --- l41-------------- -- ' 'E[a--------------------- ,r06_---------__ - At)VANeE t)RIV€__' _ a - Af)VARICE DRIVE I - -- -- -- - -- -- -- - - - 24+00 2 o ~J Is S S �S O C' ._�_ ________ __L_'_____ ___ __ _ ___ ___ _ _L_____, ___________ _________ __________ _____'_ ____ _____�_ ___ __ ___ __ _ __ _ U ____ +sz +oi-- +3z-"--- +az-- -+s2 , fez +zz +z2 +n «zz +az----'--- +oz +fie--"--"--- +34--"----------; _z ELEV. IN ELEV. I . ELEV. 15-(TYP.) I E{{LLEV. I V. ELEV. I V. ELEV. INV. ELEV. INV. ELEV. I . ELEV. I V. ELEV. NV. ELEV. I V. ELEV. 20.B7 48 1.57 4 2.27 I ELEV. V. ELEV. 'i7� 826.42 827.37 827.87 4829.07 B31.32 832.37 833.47 834.67 O GCL7!i 1 Q G� b 1 22.E 823.37`O I to '� 'L `� b i; QQ r0 ,� 0 I ^� N 0 ^ w O I O 9 4� ( G� pN 1-I z f o I , 1n co co J + (- <- (--1 F_ t- t-- E- f- E- (- t- f- f- E- <- f- E- E- <- <- E-- E E- +-- E-- Lu Ed U U W zo u) yy O n0 ! �p3 50' TYPE 2 EXCAVATION / TYPE A BACKFILL 0 100' 150'�� F- <� S C A L E o 00 Nn z �N C!q +aw..F m U om 4850� INSTALL 6 - 8"x4" WYE LEFT w h ^ 485 -- _p:ai�' 7 N a-o 3 p <� Naixzz INSTALL 14 - 8"x4" WYES RIGHT o+ � INSTALL 609.0 LF OF 4" PVC (SINGLE TRENCH) m m m N ??o INSTALL 195.0 LF OF 4" PVC (SHARED TRENCH) >�.__ DRAWN BY: EB ririN l ??? STATIONING ON MULTIPLE SERVICES W.0 DESIGNED By: Kw.Ee,NJ �n<mm. - - REFERS TO CENTER OF TRENCH. QUALITY CHECK: KEW __ C DATE: 6/06 :04a win" FINISHED GRADE _ - 4840 m_c_o - � (CENTER NE) _ a JOB No. eos-002 4840 FIELDBOOK na 0 0 2»> crgzz m rn v- - EXISTING GROUND _ w +Nw^m (CENTERLINE) 3 R 3 d== _ - RECORD DRAWINGS in awiz - N 1'�4% APPROVED w 360 4830 _ '- 4830 NAME- TITLE DATE _ W C SDR 35 THOMAS,DEAN&HOSKINS,INC. 9 TD& t.58% ENGINEERING CONSULTANTS CRF.T FIllS-BOZDINL-xA15PELL YONW4{ Z iPe°asx'�'raH w,�sH�No�Y O Q N g" pVC SOR 3 482 - ---- Lu 1.21% V 340 L. > Q Z 34 2tW- - - --- _ Q z Q aezD g" FNC SO 35 INV ELEV. (n 0 Q n 4820.87 Z 2 � --- --- w2 � ''Q^ N W 4810 -- - --- - -- -- 4810 V 0 Q co O ~ In - J + h 41: EXISTINGGR UND(CENTERLINE- - 4800 < N YI Y1 17 N O m to t0 a n o+ o � rn OI O N Y1 M Y Y1 10 .61 a w .00r 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 ADVANCE DRIVE CAD NO. R502-009-06.DWG SHEET 6 OF G2 °gyp T'1 T IT e 1P w; 9 111 azo ' > h V g2i 01 z ZZo -- -/ 7 W ss MH y1a � _ _ - _ - ,��-` - SS MH yl6 VA8+ 8, 5.5' ITT y � Q STA 3+91. 7. RT R 4824.71 4818E77� RIM 4824.37 INV OUT (SW 4B17.43 +n i / z T INV IN (NE) 48 .52 Q INV. ELEV LLI -- _ _ INV OUT (W) 48 .32 4818.51 -X J +46 / U O T T INV. ELEV „ / �{'- T Q 0C 4818.25 Z I +6I x1 z w INV. ELEV ; T �l 4817.77 a .i p'� V i +16 � -- --� 'ySS MH #7 INV. ELEV ;, t� ) z '7 STA 2 36, 5.5' RT 4817.49 ,�r " Q a p +OS Q RIM 23.82 +44 _ IN . ELEV m• 0 50, 100' 150' �^ B� �� H INV IN (E) 4814.70 +� O INV IN (S) 4814.70 INV. EL -1 _ :�+- INV. ELEV S C A L E C�8 I INV 0 N 4814.50 4825.0 _ -`,E1. 5 _/ tBo' +754818.01 J 9 O ( ) "it INV. ELEV 4B18.27 / z0 r w B 6E0 +,4 , /,. - _ / - - ..INV. E53 d �� >x zm +to 4817.53 SS H 17 �C LD 0 D'0' W I 1+ _ 2 - ';. -h S tt R\V� STA +0, 5.5' RT �y NSTALL 14 - 8"z4" WYE LEFT w w w N �- + INSTALL 18 - 8"z4" WYES RIGHT 0 �zo -1- ----it %'� P�'PNP INV IN (NE)9 4816.76 3_ 11 _ 1; INV. L ( INV 0 (SW) 4816.56 / INSTALL 1193.5 LF OF 4" PVC (SHARED TRENCH) o �.y maw STATIONING ON MULTIPLE SERVICES �NJ „ ,t +07 INV. ELEV `r _ REFERS TO CENTER OF TRENCH. ^ m +0.5 +38 INV. ELEV 4816.85 S�A "/ INV. ELEV INV. .25 4816.73 CC� / F F F ' 4816.15 4816.25 7 C� _- "- OO 0 O B, mac,[ OC 19 RECORD DRAWINGS N A m ?m APPROVED m m m EI rt-*-46r.e /�S/GFr- TITLE DATE DRAWN BY: EB - - - - - -- - DESIGNED BY: KW,EB,NJ TD&I, THOMAS,DEAN&HOSKINS,INC. QUALITY CHECK: KEW TYPE 2 EXCAVATION / TYPE A BACKFlLL ENGINEERING CONSULTANTS DATE: 6106 SREA �IS-b0IE1YH-KKISPELI WASWNG"TO� JOB NO. BOS-002 Lewsoe � O FIELDBOOK na b� N r,0 n Y 00< m V m m 3 OOQp < r my^,N Gpma m r 'wiz" 3 NOQ^ m hV m z I =mazo+ �.� r nWUty = mv7 � � +ms 4830 - '"��'' ---- 4830 IN C'?z0 N �Z2 Z _-- __ _--_ _____ _ 1.1. FlNISHED GRADE O EXISTING GROUND (CENTERLINE) (n 4820 ICE RLINE - _ - -- 4820 Q 0 L.F. 0.40% Z m J 0 40R 8" PVC SDR 35 = Z Q 0. OR 260 L.F_ 9 156 LF. J z 8" F,IC SDR 35 0 ' Z � W Z Lu 0 Q 4810 - 4810 Q N 0 O 5 EXISTING GR UND Q m CENTERLIN n m vt o o rn n v n n rn m N < O Z N N N N N N N N N N N N N N N N N N Q a a a a .0 < 00 do a a (n - 4800 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 ALPHA DRIVE CAD NO. R502-009-07.DWG SHEET 7 OF 62 0 IT <zo SS MH #22 1.9 5.5' RT INV. 'Zo % 17 4823-88 oy oy INV OUT 4:'22�51 +86 3: .20 INV. ELEV. In 4823.36 z SS MH'#21 +55 -y wp�5+75, 5.5 RT INV. ELEV. RIM C) I NE) 1412, 1 4123.12"2'�l 4- N'\( 13, +90 77 w 1 1:10 INV OUT�SW) 4821.47- +"' 00 C) �::.-. . - TTT i v NV. ELEV. -t #8 '�D 22.54 0 Cd-T L?SS MV INV z INV STA 1 -06. 5.5 RT INV. ELEV. INV +28 \INV U.1 RIM 4829.09 Wj ELEV. 1 4822.19 343 < WV IN (E) 4819.18 NV. ELEV. +13 0 0 50' 100' 150' Ix z 4822.05 C3 INV IN (S) 4B19.18 +79 W Z INV ELEV 19 S C A L E wo +2 INV Ot T (N) 4818.98 482'1.44 + 'a INV. ELEV. zx +93 IN EV B23.18 2,NV ELEV. 0 1 6" U)L) 48 93 4"6nEL X +i v- INV. EL 0' 4822.4 LU Ir -: "I - - -- - w C) 0 L) 0 - I . . % — -- U) cn V) 10 - L 00 Li LU UJ �- —t- -- - 1.9 INSTALL 18 8:.4: WYE LEFT S \A INSTALL 20 8 x4 WYES RIGHT tizo wo L it �03: INSTALL 1433.4 LF OF 4" PVC (SHARED TRENCH) M +42 L'wl $ MH 20 STATIONING ON MULTIPLE SERVICES INV. E EV. +12 f47 +19 INV. EL 4821.4 ST 3+ 1. -..3' RIM 483 .79 REFERS TO CENTER OF TRENCH. IN OELEV. 41321.36 41 .49 M&NWK INV IN (NE) 4820.58 SS MH 1/19 INV UT (W) 4820.38 LU U-1 tij STA 2+711, 7-1 RT 0 * 'RIM 483 3 26 INV IN (E) 482P.07 114v OUT (W) 481 87 -79 (n cn w �o DRAWN BY: EB RECORDDRAWINGS DESIGNED By: KW,EB.NJ QUALITY CHECK: KEW APPROVED DATE: 6106 2 J'l:1—z JOB NO, B05-002 NAME DATE FIELDBOOK TD 8,,,O THOMAS,DEAN&HOSKINS,INC. TYPE 2 EXCAVATION TYPE A BACKFILL ENGLINEERLNGCONSULTANIS mow� �l IAL�-W2�-�LL IE wm.'&Z .0 W q-! aq o d ,14: IN IR�7, '04 dc + -6z- wz�=1 -0 w 0 Wz �N- M z W i > I Ln acd�K- co z Ezz z 0 nwwZZz /-FINISHED GRADE 0 A (CENTER NE) cl) 4830- 4830 > 0. ----------- ------ ---------------- Z A 0 < rn EXISTING GROUND-/ ca D 16 (CEN TERLINE) D z U) 0 R 35 z 224 L.F. 040% 8' PVC SID 0% 222 LF. (.40% C SO w a < w o.40% R 35 77L.F. 0.40% 4820 173 LF. 8' PVC So --§F - --- 4820 w ---- 8- iVC R 35� A N LLI 0 U) !TIS—TINGGR LIND CENTERLIN 50 1 'q 11 q -6 -61 a. 0 DD . w w co (n 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 DES Triumph Street CAD NO. R502-009-08.DWG SHEET 8 OF 62 i y1 IT 1p - / SS MH #2 STA 11 2" OF INSULATION ADDED ABOVE SEWER RIM 832.8 82888 I"U„•o` oFQ _ f SERVICES 10+90 AND 10+96 zo T INV OUT (SW) 4827.47 +90 ZZo _ INV. LEV. \� mx 4828. 4 +28 , i _--- _ - % i INV. ELEV. % / 3 - f- rA I L____________ ______-____ - V. _ -_ 2 39+� SS MH 25 INV. ELEV. � l z I W 8+50, 5.5'�RT 82 14 , .,n r,-tom O � RIM 834.24 ELEV. \: •,�� "'� �� C/� a -i- --____-___ J \ INV I (NE) 4:26.55 4827.42 +e6 ' w O r7 I � INV OUT SW) 4826.35 µ � � �, NV. ELEV. � s L , p 828.68 0 �- - � INV. EL +n i ='r` +18 ? < > SS�H #23 4827.42 /- �� ELEV, INV. EV. U? SS MH #9 STA`�'*+42, 9.0' RT '2 , U �4828.11 482 37 STA 48 6, 5.5' RT RIM fe35.69 INV. ELEV. y� /� 10+48, 5.5' R w z a 1�1 RIM 48 4.35 INV I (E) 824.51 4826.85 / S �- 1e6' 3 INV IN E) 4823.48 INV 0 (W) 4'4.51 ` +35 / +�� T 11+04, 5.5' R 0 50' 100, 150' w o T i ) \ �� / • '� ��� I• INSi L 2" INSULATION I I I 1 N W W s INV IN S 823.48 - INV. LEI v �� S C A L E cno A W z> INV O (N) 4823.28 INV. LEV +66 �- �+�� 4826. 9 __--' +23 �1'R' z0w a �+ INV. ELEV, 1 V. ELEV. 4826 12 �� „__-'-.-- s 15 1 ELEV. O w T 4825.33 4 25.61 ?0; INV. ELEV. 7.85 ��Li N ' I ; +s7 482 .39 -- w� W INV. ELEV.�' w w w Q +56 J 462 EL /��!- INSTALL 22 - 8"x4" WYE LEFT 0 O O O 4wz T _ ` . i INSTALL 26 - 8"x4" WYES RIGHT S _ _?1 +97 426.72 W. ELEV. \ \ - _ _� _ INSTALL 1801.1 LF OF 4" PVC (SHARED TRENCH) I � . fS9 26.48 M . .. • / STATIONING ON MULTIPLE SERVICES n „ +77 I V. ELEV. / REFERS TO CENTER OF TRENCH. ----------------- +5, ♦14 26.05 SS H #24 `�- - '� - _ T i ELEV. NV. ELEV. NV. ELEV. 4825.80 1 RIM 4+36.15.0' RT 8�4.79 825.09 825.34 ( 1 / o „II����II// 1 INV IN�(NE) 4825.18 _ IN OUl'�.(W) 4824.9E-" m L) RECORD DRAWINGS DRAWN BY: EB APPROVED O �y/dam DESIGNED BY: KW,EB,NJ /�(,tQ1 /,✓.r+-1 ( / /�//'�/V�7� /�/� QUALITY CHECK: KEW TITLE DATE DATE: 6106 JOB NO. 605-002 TD& THOMAS,DEAN&HOSKINS,INC. FIELDBOOK ENGINEERING CONSLILTA.N'1'S ri GWGi FN1 MZEA -xH.S M mowW SP-W WAS-Gi lEMSTON 104q TYPE 2 EXCAVATION / TYPE A BACKFILL wm uj O N ammn wa as NN n so NNm ma n Go cc oz a N naafi nil- =+mv� •n N-�N e 4840F----- + _ �- ---- -zi -zz__ - -o ` 0 4840 Z W + 0 O W zzz FlNISHED GRADE a�z o z ag N (CENTER NE) �o:z I > Q W ----- --- --- ---- ----- - -- 0 Z W -------- ---- ------- ---- ___ z_ EXISTING GROUND - --------- Z (CE ERLINE) 2" INSULA ON 830 -- - -- _-830 Z 8" PVC'SDR 35 W Z 254 L.F. 0.40% 01 W R 35 118 LF. 0.40% 292 L.F. 0' 0% W 3-1 - i07F QIN w 8" PVC SOR 35 Q N yd s J m } EXISTING G a 4820- - -- - - --- - - - - _ - _ (CENTERUN UND - } 4 50 482D O m o n n T9. o. o w n r1 m a o n N n nJ Z aa atO' a' a a a a a a 00 O Q s 1+00 2+00 3+00 4+00 5+01 6+00 /+00 8+00 9+00 10+00 11+00 i a VINE STREET P x O CAD NO. R502009-09.DWG 4 SHEET 9 OF 62 i o I i I IT MH #30 S MH #31 I .,IJ'O I,A.1, STA 8+ 5.5' RT i RI 4039.75 STA 9+IM 5.5' RT INV. ELEV. INV IN (NE) 4832.96 RIM 4839.02 4B34.490 _ / = INV OUT (SW) 832.76 INV OUT (SW) 33.37 V �o - -- _ ELEV.87 . INV. E .+u olm 48 3 4833.94 _ Ip I - L - - - ----- - - I ELEV. +:e - _ s5"MH #28 4 3.34 � SD - _ 1STA RIM 4.463'/.3' RT INV. ELEV. +OB , _=-IT1'- ---_ - ., i� V) - -_______--- -- INV IN (NE) 1830.73 4833.32 '��� ��r_h- s' .a = I INV OUT (W) r30.53 C ��$� +;9 , ,iY y� i � u u hre�ry - I J INV. ELEVv%G e✓ ,`i „ INV?ELEV. O µ" 0 f p 483 .26+32 , y =; 4834.30 W SS MH I ELEV. „ .,� I V.-ELEV.ELEV. C7 V i ---- 48 3.94 - _INV' .P T 4 33.84 Z ' 4Z� STA 1 61 5.5' RT INV. ELEV. +62 � �'� , - 5 " - 3,5 + 15 � i 3 - RIM 4 0.44 INV. ELEV _ Q ' INV IN E) 4829.05 4B 2.24 +952 38 �S/ ,� `�--. _ - ` U 50' 100' 1 50' o �+ a INV. ELEV. +61 Al w INV IN S 4829.05 ' T K ) INV. ELEV. 4531.92 ��` S a ,-` IN ELEV. S C A L E zo A z �- - Q INV OUj (N) 4628.85 4831.70 +6P J `' '" \ 483 .35 Op _w T +..4 ELEV. +eD a ` y N +26 \ -Er _�_�-JJ N INV ELEV. 2AW ' _ - _ +9+ 4832.88 `\ __-----� � 40 U U U W In INV. ELEV. ' _ O -� 5 Al � `, 4832J5 �\ _ INSTALL 24 - 8"x4' WYE LEFT O O w o +� INSTALL 24 - 8"x4" WYES RIGHT rl� 40 �_--_u-�- +57 INV. ELEV. '- '" I�o3 ' u INV. ELEV. 1 4832.13 SS MH #29 INSTALL 1857.1 LF OF 4" PVC (SHARED TRENCH) o F"I �N� T - " +2i 458 4832.00 STA 5+51. 7.3' ' - ' IM 4841.98 i j -' i STATIONING ON MULTIPLE SERVICES NV ELEV. INV. ELEV. INV' ELEV' INV ELEV ( ) 31.4 - REFERS TO CENTER OF TRENCH. °0 18�0.36 4830.69 483 28 4831.40 'I I O NE ) 41531 _ I our (SW) aB31' - w w W oClo SS MH #27 - - STA 3+00. 7.3' -- - r RIM 4840.47 ,/ \ INV IN (E) 4830. 3 _ - _ _ - E INV OUT (W) 482 .83 - -.- m m m DRAWN BY: EB DESIGNED BY: KW,EB,NJ RECORDDRAWINGS QUALITY CHECK: KEW DATE: 6106 APPROVED JOB NO. 1305-002 � C% /7 S FIELDBOOK na NAM1= TITLE ll TE THOMAS,DEAN&HOSKINS,INC. TYPE 2 EXCAVATION / TYPE A BACKFILL TD&I6 ENGINEERINGCONSUL7'ANTS GREAT FANS-802EWN-MUSPELLSPOKWE MONiAW� N LEMS10N 'DAMo � a- ''m n n oo m G e n ooao oa mm rn rn N O m a d m^3 m o as z n a�3 N eel- =+mv� �d3 LIJ � �antedZ»p OW +m d�v o1n W +m p �+TZZ5 Z (Y YZO 6�ZZ U!1~i1KZZ xmZO. nvozz ;� > N N Z > Q 4840 --- ---- ___ - -------------- 4840 C) Z O -- -- -- - - --- EXISTINGI GROUND FINISHED GRADE = Z U (CE ERLINE) (CENTER NE) O Z 2 1 8" PVC SOR 3 1 3 L.F. .40R w Z 333 L.F. 0.40 Ili 126 L F. 0.40 In L.F. 0.40% (� Lu - L.F. 0. SD 8" PVC R 35 _ N III 4830 8" C SO A 3 - g�- C-S R 35 4830 P` J m } yG 5 E%ISTING G UNO } CENTERLIN O Q -- - - - 50 J ~ m n r 07 O m d d d I N O Y) W N M Io 0 o d, ro m .0nnnnI t a n n n n n aa a a a ;� 0° a a a a °� (n 1+00 2+00 3+00 4+00 5+00 e+00 7+00 8+00 9+00 10+00 11+00 VICTORY STREET CAD NO. R502-009-10.DWG SHEET 10 OF 62 I ONTAN„' IT I I'll n �o Y i oz- 1 SS MH y�15 INV. ELEV.STA 1 +17, 5.5- RT 4040.49 RIM 4845.68 +44 SS MH' 14 INV OUT W) 4839.66 �' N1►••L�•III - STA 7+41 9.0' RT Z H #13 RIM 484�.57 INV. LEVY 1 Q [r -- _ - - - - - STA 5+97, 9.0' RT 4840. 7 ` _ INV IN ( ) 4838.15ELEV, �� U ��-_- INV. .98 WV I (NE)44837.37 INV OUT ( ) 4837.95 4839.98 /H ���.II rj INV 0 (SW) 4837.17 Q�\� + / „ /- 0 1+1 O J = INV. ELEV._OC� ..� c� a� V W. I 40.16 A z T I I I p W �3 ` INV. ELEV. a gW -w.IN ,0ELEV. 0 50' 100' 150' 84 .04 4839.48 +97 INV. ELEV. . )W s S C A L E T ui� 0 z_ V 4838.4�4 1 ELEV. 18 ZEE m ti ,1 QU w INV. EIEV. 9..0 s -- �� Z m 838.93 � q� > nINV. ELEV. INV. ELEV. +70 , - ��_ / __ --__--_-__` ly U U U W a 4837.36 4837.65 +97 1. - n� ��,� +52 I +24 " I -,>•_�"�- INSTALL 22 - 8`x4` WYES LEFT 0 Lu W c) �wz 1I1- 5 U INSTALL 1 - 8"x4` WYES RIGHT I�rl Fso Iy f_ J�j- - INSTALL 32.5 LF OF 4- PVC (SINGLE TRENCH) �Nw n S ` - INSTALL 1008.9 LF OF 4" PVC (SHARED TRENCH) N T -- s s - s m STATIONING ON MULTIPLE SERVICES m REFERS TO CENTER OF TRENCH. w w w Q +75 SS MH 11 SS T MH #12 p STA 4844. 5.5' RT STA 4 45. 9.0' RT i U INSTALL A. CAP LEV. RIM 4844.73 RIM 4845.23 4836. 3 INV IN (E) 4835.52 INV IN (NE) 4836.59 _ =' RECORD DRAWINGS p Q INV IN (W) 4835.52 INV OUT (W) 4836.39 i INV OUT (N) 4835.32 /i y � APPROVED p _ m m m NAME- l �p TITLE *4Aa9r fS�E o DRAWN BY: EB - DESIGNED BY: KW,EB,NJ I� THOMAS,DEAN&HOSKINS,INC. DUALITY CHECK: KEW TD& ENGINEERING CONSULTANTS DATE, 6106 (MEAT FAUS-6OZEIMN-KAISPELL aOMNM sSPOKAN+E WASNI= JOB NO, B05-002 FIELDBOOK na TYPE 2 EXCAVATION / TYPE A BACKFILL N r NO1 m 6' m nm ommf 66M Mna �a 3 0wv m�/l _ MamY� N Ni.3 � �riZv f+ Lu mOZf � v + �>> �O 4850 - - _- O z?p - adz 0 r z z 4850 Z » Fz» rn S___ �- zz u wwzz 0 N ---- ---------- -- - -- - -- ----- _- _�- FINISHED GRADE o m z O EXISTING GROUND (CENTER NE) m Z J (CEI ITERLINE) (n O , 4840 - - - - - 6 4840 Z LLI Z 145 F. 0 W Q Q 35 145 L.F. 0• OX W 136 .F. 0.40Z � 217 8 PVC SDR 3 " PVC SDR 5 - -- Q N fn J m � EXISTING G UND Q Q CENTERLIN I- 4830 - -- - - 50 4830 0 Z O Oi n N m m n c0 N n nl a N m N CI n m N 0 m .I Q vi ui e a a a e e'i m al 1+DO 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 LOYAL DRIVE CAD NO R502-009-11.DWG SHEET 11 OF 62 1S T IT STA 15+SS M/$)-1 RIM To ip I SS MH #33 INV OUT (N) '4 STA 12+85, 5.5' LT ly WINNOW RIM 4827.36 OVA. ....... CORNERSTONt-CIRCLE INV IN (S) 4821-7- - INV. ELEV. <ZO INV (N) I - U." OUT 182,11- 4824.37 j5 < OH! ZM Z .w COT ELEV. V) 6.73 z 0 LIFT STATION BUILDING I V. pENGN w, SS MH #1 STA 7+1NI2.3' LT < RIM 481 B. ELEV. 0 z INV IN (SW) 4804.59-----��r 4.64 % INV IN (SE) 4804;Sgi�-�- ad u WINNOW CIRCLE INV OOT 4804. 9- -Z -ONG' v 3: -tURB A NV. ELEV. < 22.72 0 50' 100, 150' ELEV. �l-94 SCALE z V. 'sl w V. ELEV- Lo 0 s "-INV. ELEV. 20.62 LOW w >11:1 I z 0- Ir 4820.04 SS M #32 ; Z' 32 INSTALL 1 8".4' WYES LEFT co 32 STA 1 412. 5.5' W Luw RIM 4 8".4" WYES RIGHT C) awz 1 .02 RJM INSTALL 13 C, IN 481782 - PVC (SINGLE TRENCH)\ ``I\ INSTALL 250.0 LF OF 4 1 / 3.0 ,t61 S INV OUT N) 4 2 :NSTALL 348.0 LF OF 4" PVC (SHARED TRENCH) STATIONING ON MULTIPLE SERVICES RVICES AT REFERS TO CENTER OF TRENCH. 9 SLOPED _ I`,L\\ W W AT 1% 0 R MAIN -A THEN 1. 2 TO LOT \ ` \ 1\\` _ \ U U U Il<t��lllTYPE 2 EXCAVATION TYPE A BACKFILL 4850 4850 DRAWN BY: EB DESIGNED BY: KW.EB,NJ QUALITY CHECK: KEW DATE: 6XIS JOB NO. BOS-002 FIELDBOOK no RECORD DRAININGS AP ROVED N4840- TITLE 1 -1�TE -4840 THOMAS,DEAN&HOWNS,tNC. TD& ENG[NEERING CONSUILIAN'll'S.W�' "w IID LLJ SMIAW, *0 V LEWMTON -1> z ui EXISTING GROUND-\ > i (CD RUNE) < -am: z 4830-- 0 LLJ FINISHED GRADE 4830 000'. (CENT RLINE) Ir V)Mmzz < 0 C Soft 35 O z z < w z (nv)m 0 10 co 0 1 0 PVC SDR 135 4820 -4820 Lu Z- 0 < LLI IN w 0 0 3: w 0 4810 f 4810 -5 tt.55 JEXSTING M(CETERUNEM < 50 C/) an r 0 co w OD 7+DO 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 GOLDEN GATE AVENUE LAD NO. R502-009-1ED- J� ISHEET 12 OF i WAREHOUSE BUILDING IS SEE SEWER SERVICE DETAIL SEE DETAIL '* f = IT z II ONA azo ZOTE OVERHEAD DOORS - I I v ;%. I MN N 3 — NV. ELEV. 4�17.00 O z H LIFT STATION B NG AC-E_P— — — zO WET W L 'I t I z w � STA 2+39, 34.2' 1 I I I O � OF1�yy a TOP 4819.5 '� F- INV IN SW 4804.2 �� INSTALL 142.4 LF I I O w ? ( ) O H 4" PVC AND CLEANO I O '?p, yT INV IN (E) 4804.21 _ CENTER OF UTILITY . BOTTOM 4799.50 �� /`� INV. ELEV. CORRIDOR I F Q? V 1" GAS LINE, 2.8' `� - I 3 z a 4807.29 DEEP, 1' NORTH OF� I END of sERwcE +37 Not the force main deflects in Cottonwood I U 0 50' 100' 50' o G W ( I o I I I I a W z \\ SEWER STUBBED 10' TO THE EAST OF `SEWER SERVI E 8' DEEP AT END �I FM- / i MANHOLE AND CAPPED S C A L E OF O iRR 1 5 17a• +�0 INV. ELFV. / 6e I \ 4806.84 REMOVE HEDGE FOR w a:¢ 1" PVC IRRIGATION) V 147 OVE TR FOR SS MH }J35 UTILITY EASEMENT WIDTH SS MH36 �� a v�N EAS T WIDT STA 4+64, 11.0' RT STA 8+00 11.0' RT INSTALL 2 - 8"x4" WYES LEFT W❑ O O LL''1Z LINE 14.0' SOUTH jE P 5P - RIM 482229 INSTALL 1 - 8"x4" WYES RIGHT z0 OF END OF GP SS M RIM 4820.10 I I" INV IN (E) 4806.90 SERVICE, 1.0' DEEP - G��O�N / _ STA 1 23.3� RT INV IN (E) 4805.35 I I INV OUT (W) 4806-70 o FI maw i RIM 48 UJ INV OUT (W) 4805.15 I INSTALL 182.4 LF OF 4" PVC O oN J r INV IN 4804.59 U I STATIONING ON MULTIPLE SERVICES N m _ W 5 INV IN ( �4804.59 � REFERS TO CENTER OF TRENCH. ^a0 INV OUT (N) {8Q4.39 ORIENT RIM TO NW U 3 I Lu W F TO AVOID GU rr., I I a O \ 1 I m U Z I w❑ z � I ' I t\` I DRAWN BY: EB DESIGNED BY: KW,EB,NJ QUALITY CHECK: KEW DATE: 6/06 JOB NO. 805-002 RECORD DRAWINGS FIELDBOOK - TYPE 2 EXCAVATION / TYPE A BACKFILL o� APPROVED me /> �m u o NAME TITLE DATE 3 d THOMAS,DEAN&HOSKINS,INC. a 4 Oi ,� o�^ _ �?0 TD& ENGINEERING CONSULTANT'S — Q CNFFT FA ILS--OZEWPELL N N O 0 z $POKAANE VK2 W M4 —� V IFMSro- WAS4NpMN1IDGfaAi0NWAN + -:1 G ' - - -- - 0 2>> O ivxg _2 m FINISHED GRADE (CENTERLINE) i I _ � Z 4820 - - - - — _-- 1 4820 O -_ - N O 1 --- --- -- 1 JZ Q `- - --- ---- ---J EXISTING GROUND I~� Q Z (CEN(TERUNE) �w m - - Z J In O H Z 2 Wz 4810 - ------ - - - - - 4810 Q Q W 0.40% B" PVC SDR 3 Q W 2Cp L F 0.56% 337 L.F. t.96 226 L.F. TJ:48Z. 8" PVC SDR 35 - -- --- (' O ll.l ---- - - SEWER STUBBED J m Cl) SDR 35 AN TO THE EAST 8" PVC Q } GP�� 5 AND CAPPED } EXISTING G UND CENTERLIN 4800 4800 Z - - - - - 50 - - m n a m m m m m a n N ci �; N of ai m_ to so of rn of a, N N N N 1+00 2+00 3+00 4+00 54DO 6+00 7+00 8+00 UTILITY CORRIDOR GAD NO. R502-009-13.DWG SHEET 13 0F 62 i - HUFFINE LAM.- - ----- - - - — — -..- I TYPE 2 EXCAVATION / TYPE A BACKFILL I * ON T _ - - - - - - - - - - _ - - - - - w T AN' 20, PAGE 32I SD o---- I 0 W fv 1P — — cV N N w Jsti,A W 4850 [INSTALL f.9Zp�N ++ ; Wa I + rn � Z 0Nm + J STA 1+59.2, 34.0' RT < Z 12.12" TEE STA LL 12", ATE RT w z ' / I INSTALL 12" GATE VALVE V� .7 STA 1+69.2, 34.0' RT t5a0 p w INSTALL 1 �� � Q Q 1 j l I OF 6" PIPE x AND 9.51BURY p it z Z FIRE HYDRANT ck�0 w J I I BURY ELEVATION=4818.06 V Ty0 - - - - - ---F - - I ❑ OZ y I I 0 z T o tea�.y ❑ STA. 1+ 9 TO 5+15 INSTALL 356 L.F. p W W s O -- OF 12" LASS 51 D CT1LE IRON IPE A 1 Z 4830 1" RR. 4830 O3 w p 2' DEEP SLn Z O Q z m I TE PHONE 8' �U U U W of x x I O DEEP ABANDONED EXISTING GROUND w w w z w _ • ° _ _ — — — U T LEP ONE -1' IRR. LI ES (CE ERUNE) ❑ 00 O 4Zo Y' — — — — — — — — — REMOVE HEDGE FOR I STA 5+10.4, 34.0 RT -- Mrl �Y= 'SPACE-P INSTALL 12" GATE VALVE " o UTILITY EASEMENT WIDTH I GAS TO I STA 7+58.3, 11.0' LT I STA 7+66.3, 11.0' LT= TELEPHONE4" GAS HOUSE 1" - -- - N n I\ STA 2+26.2, ' LT INSTALL 12' GATE VALVE I STA 5+15.4, 34.0' RT 3.0' DEEP - _________ ---- 8' DEE 1" I R. INE 1.5' DF,EP o INSTALL 12" k 2242' c INSTALL 12"K12' TEE 1 " D P _- BENDS STA 4+93.5, 11.0' LT I co 48P0 - _ -- -- 4820 w w i INSTALL 12' GATE VALVE ------------- REMOVEQ Q Q FR 1 i� UTILITY EN WIDTH _-- CENTER OF UTILITY CORRIDOR I i FINISHED GRADE +25(2"1 1 a (ABOVE 'ATER MAIN 8+00 7+00 I Z m o w a. .I M1 / +27(2) STA 8+00.0, 11.0' LT Go co co STA 4+88.5 11.0' LT INSTALL 12" CAP WITH BLOWOFF 4810 _-_i 4810 DRAWN BY: EB SEE C.O.B. STD. a INSTALL 12"x6" TEE, 24 L.F. I = w DESIGNED BY: KW.EB,NJ W DRAWING N0. 02660-7 e�, o > 04�� A 1+05.0, J OF 6" PIPE, AND 9.0' BURY I EXTEND BLOWOfF PAST GpY' S o W a� a N QUALITY CHECK: KEW ----__ ALL 12" GATE V U FIRE HYDRANT " EAST EDGE OF ASPHALT °i 0 0 o_i> u_i x DATE: 6106 BURY ELEVATION EXISTING G UND I + +IN +N JOB NO. BOS-002 1 00.0, 0 I (CENTERLIN <c� u7 N FIELDBOOK na L 12"x12" TEE LU 1 50 m xo _m of of o o c`i c�.• c�' ri JF G��EN Gq T 1+00 2+00 3+00 4+00 5+00 6+00 NUF \ \ R COTTONWOOD ROAD Of TYPE 2 EXCAVATION / TYPE A 13ACKFILL O z NFINISHED GRADE ST). 1+00 TO +DO INSTAU. 707 L.F. V) (CENTER INE) OF 12" CLASS 1 DUCTILE ION _ ! > Q F- 4820 --- �� 4020 Ej z o - , --- ---- --- ---- m Q 06 N 1~ z 0 D `- --- ---- --- EXISTING GROUND w (CE TERLINE) (3 N N 0 a - z O w z Q 0 50' 100' 150' � W O I I I I I I I I 4810 - - - -- 4810 Q IN O S C A L E o 00 W' a w 7d w J CO ~ > V) U /w— S z = O N j Q m W W W W > % U INSTALL 1 - 1" SERVICE LEFT N N U U U N N N O O INSTALL 1 - 2" SERVICES LEFT o o c3 j m �o 5 o n ri o INSTALL 1 - 2" SERVICES RIGHT o xi ui N ao a0 •i `� a6 o m ui o (,) 0 o N N m o m m EXISTING G UND o u� �o 0 + + N a c=i n t=i r+i a CENTERLIN + + m 4800 - - 50 ----- — 4800 a/ RECORD DRAWINGS o6 m m m ., N N w Oi O� m m 10 10 tD [li Oi Ol Oi Oi N N N a APPROVED a a a a d < NAME TITLE DATE1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 TD&I> THOMAS,DEAN&HOSKINS,>INC. UTILITY CORRIDOR 9 MEA r� ENGINEERING CONSULTANTS MON, s�ro CAD NO. R502-009-1d N wrslx .DWG SHEET 14 OF 62 *�OISTA� IT Note that the force main is incorrectly shown on this set of plans. For the correct force main location - 1P see the appropriate set of plans. 4 s �Cs�: F/ 0iA 6 . SEE OFFSITE PLANS FOR WATER MAIN DESIGN azoo U o STA 14+41.0, 3.6' RT � Zzo END SUBDIVISION MAIN 1••1 �a STA 1+00.0, w 3 INSTALL 1_0" CAP WITH BLOWOFF --- -- SEE C.O.B. STD. STA 9+11.1, STA 14+07.0. 3.2' RT z DRAWING NO. 02660-7 INSTALL 10" 22-1/2' BEND INSTALL 12"02" TEE 2 m STA 1+95.0. STA 8+10.0, a a INSTALL 10'xB"TEE INSTALL 10" 22-1/2' BEND STA 14+02.0. 3.2' RT 2 J STA 2+00.0, HUFFINE LANE INSTALL 12"xt0' REDUCER w U STA 8+00.0, DEFLECTED WATER MAIN 3.0' w INSTALL 10" GATE VALVE INSTALL 10" GATE VALVE E NORTH TO AVOID STA 13+99.0, 3.2' RT � _4�_ _ - _ - 5+00 - - - 6+00 _ _ _..- T300_ - - 00 - - - -. - - - - - - - - - - --- _ --- - - - -p - - . ray A TREE -4NSTALL A O" VAL .. _ W O O J --- 0 z `SI Vi Z S0 SD Z Q vJwi a O ` a _ v I�'M��V _ V- Lt O QW Y 13+3P� I o3 0 W I 1" SERVICE CURB O I �z Zo B X IS 15' SOUTH OF MAIN • I I > m REMOVE SIGN RESET EXISTING SIGN i� II 1 Q w U L) f11 RESET EXISTING SIGN Q f i SU W ---- / � w� O LLZO tp ►�y yf/1 I / I O W I I I M z ® © I I I z N� - Q W W W TI I I I 1�1 m m m 0 50' 100' 150' I I I I I I I DRAWN BY: EB S C A L E DESIGNED BY: KW,EB,NJ QUALITY CHECK: KEW DATE: 6/06 JOB NO. BOS-002 FIELDBOOK na _ TYPE 2 EXCAVATION / TYPE A BACKFILL _ DRAWINGS _ ----- APPROVED STA. 1 t+02 TO 14 41 INSTALL 39 L.F. E% / 12 -5- NAM DATE OF CLASS UCTILE IRO PIPE 4820 4820 STA. 1+00 TO 14+02 INSTALL 1302 L.F. TDSC THOMAS,DEAN&HOSKm W . OF 10" CLASS 51 DUCT LE IRON PIP ENGINEERING CONSULTANTS ^� nq T TAUS-a02FINN-IUUS MOMNM J lEW(IM�UNON W,ISMNN�:.��LLNN11 — ---- ---_ Z IL i w w 6" POLY Gr EXISTING GROUND /w o P` N W 5.0' DEEP (CE ERLINE) 1 0 76 Q 4810 Q Z J m < W z Z Z T. N O LL Zv - -- m w - - - o ZLL Q Q W IW� 1V z Q 4 WWJ W W W � W Z U U H S U W LL > ~ m a C.) o LJ f� Q 4800 o >N O _o o ¢ o_m m- o_ N N w 4800 /Q� N O� O O O O ( � rj 00 m N -W O W O O O O O O V m 6 3 O N N O 5 0 0 O 0 .0 a0 .1 m rn N I� �_ z z M + I� T O O < & +� + + + + EXISTING GR UND O < i a a + + + + + + + Q m- ---- N- CENTERLIN - - +�+ �+ +N m+ m+ o N ro ro v a a } n m N O N N N •Y 10 M OD r 50 M M < 1+1 OD In m 11 m p� p� O N_ O a d c ♦_ Y_I d < 'i O < NI h M M N_ M Y d VI 10 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 i 4 " HUFFINE LANE q 9 0 g CAD NO. RIII-009-11.OWG 4 SHEET 15 OF 62 ry i 1 PIT Nt- O O - � }1 1 1P .� 1 STA 2+85.2 12.2' RT Q I I I l l i 1 W INSTALL 8"x6" TEE, 20 L.F. I I 3 , i t �I b .rs ( ��b�,o°• STA 1+11kORT, OF 6" PIPE, AND 7.5' BURYINST FIRE HYDRANT W I5.93 - p ,J1, 'o=pW G ZZZ STA 3+01. , 5.5' RT O ��O - - r = = I Z 1"I STA 1 Is.9_35_0 RT pG� �`� INSTALL 8 22-V BEN �� U I � I I u � Tn ; INSTALL I z STA 10+61.0, 5.5' RT 0 A c� W I INSTALL 8"xB' CROSS _ - I d I I I I -O o�b I F a O Q N (z1-4W aDVANC DRIVE I � +90 +47 i ; C+ W a r: i ' z I _ , - _ - U ^ Ow 1 2+ ' , , ' inAnn AM INSTALL 7 - 1" SERVICES LEFT Z '� V LU 1 ' s,��' +ram s ��� s s ��s �^�9 INSTALL 16 - 1" SERVICES RIGHT O z --1- ---1-� --�- Fes- —F - -1- --+---� - --- a—� - gz LL -' 1 --- +32 +91 +41 +91 +41 +92 +49 `\+.".INSTAIL '+24 1+74 ,+21 +97 I i37 '+02 r'+S2'--- +b2 EpS A WWy STA 7 40.5, 5.5' T STA 10+9 .5, 5.5' RT o_3 U �/]^w ST 10+36.5, .5' RT O W w V N I, 8" GATE VkLVE IN ALL B" GATE VALVE I INSTALL 8 GATE VALVE >Z w Z m f STA 2+3 0, 35. ' RT ^� b 4 W�ir D: I II 22-74�BEND b h EO Q Q 4b a �� �� .) wo U U W 0 _ STA 6+ 0.5, 5.5' RT p ' r w w w a O J \L Q STA 7+ 5.0, 5.5 RT I p p p LLwz Q' pG INSTALL 8 GATE VALVE 5 INSTALL 8"xB" TEE pG� �p�' zo comma N n m W W W 0 50' 100' 150' IIIIII I I o00 S C A L E TYPE 2 EXCAVATION / TYPE A BACKFILL m UQ W VI 4850 w w -_ - __ o w ZO -_— __ _ - -_ _-__ - 4850 W W m m ZaU' ZQU' ZQU' } }} OD S m S S 2 m m m 4 U N x N U U U 1^,w m w w w D D •Y I DRAWN BY: EB E �! DESIGNEDBy: KW,E + N m N APP OVE QUALITY CHECK: K W+ o m N o 0 0 [1J� DATE: 6/06 DATE JOB NO. BOS-002 + o + + + FIELDBOOK na N M o a n N asao — N M TD& MA3;bEAN&HOSKINS,INC: 4840 ENGINEERING CONSULTANTS GRFAi FN15-BOZEYAN�xALSGELL 401fIP4 SPOxINE WASHWCf0N LEWISTON iDN10 STA 1 12 TO 13+ 0 INSTALL 1 44 LF. OF 8" LASS 51 D CTILE IRON IPE 4830 - --- 4830 EXISTING GROUND - O (CENTER INE) - Lu _ U_ >_ FINISHED GRADE _ �_ Q w (CEN RLINE) o z - m Q W 4820 1 __ ----- 4820 D Z V _ O Z - - - - n Z W Q IN \� — --- -- - ---- 0 O W 4810 - i ar',io J m w y } & O w �- � � `cxO - m m m CF~ 5 m m Z n m EXISTING GR UND + + + �� w m n - -_ (CENTERUN o 0 0 4600 50 m ID m M m M O m u] d M N m ,ry N fV _M N N N N N N N N N N N m oO m ID m m m m 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 ADVANCE DRIVE CAD NO R602-M-U DWG SHEET 16 OF A? IT IP Ix 7GhA LU <Z LU Zoo ui LU LU wz oz Of LU zNI i 0 AI i < In 0 z GTE VALVE 5- Ry 2 INSTALL 8 INSTALL 8" GATE 16�- ul YE ----------------------- ------------------ STA 14+36.5. 5-5' AT - STA 17+76.5. 5. > STA 21+16.5. 5.5' RT O ------ --—------------ -A-DVANM JDFUVE--] Lj CK z 20*M 24+�WOO 0 s0 su s INSTALL 0 1" SERVICES LEFT L) s INSTALL 15 1' SERVICES RIGHT C3 NY/ - -------- ------- ------ - -----------:IN----------------7W----- -+'52---- -- ---- -----Fdr---------ly----*12------- +17 ;32 + zgx STA 141-01.0. RT 3TA 17+16.5, 5.5' RTI� STA 17+41.0, 5.5' wr STA 20+81.0, 5.5' FIT STA 21+16.5. 5-5' RT STA 24+41.0. 5.5' RT 0 \-INSTALL WxV TEE INSTALL 8" GATE VALVE INSTALL 8"x8" TEE ou INSTALL B"xB' 'ROSS INSTALL 8*xB' TEE INSTALL 8" GATE VALVE Ln L.i >w -< 4.0 wa: Ir a: A 1,11,76.5, 5.5' FIT STA 20+55.5. 5.5' RT INSTALL tj w uj ul INSTALL 8"�GATE VALVE Y I <�zz\-ISN 8* GATE VA C ere oD III w uj 0 50' loo, 150' !R!R� � IIIII I I S C A L E TYPE 2 EXCAVATION TYPE A BACKFILL 4850 4850 go m DRAWN BY; EB DESIGNED BY: KW.EB,NJ QUALITY CHECK: KEW STA. 13+50 1­0�124+41 INSTkU- 1091 DATE: 6m5 L.F OF 8" CLA S 51 DUCTIr IRON EXISTING GROUND Joe NO. 805-002 FIELDBOOK na 4840----- PIP //-(CENTERLINE) 4840 FINISHED GRADE-\ (CENT I RUNE) 4830 4830 z 0 Lu < z ma w 4820-- 4820 =) L) 0 z z RECORD DRAWINGS cn z 2 < o APPROVED LLJ Z- > I-i--- 1�'e.,;Z: --, cl NAME TITLE cl < z LLI 0 THOMAS,DEAN&HOSKINS,INC. 114 uj iTD&: ENGINEERING CONSULTANTS 0 (REM F�S-WZEVM-KNJGPELL moNT� Lu Lu Spo� _j co 4810 ZZ 4810 1 l'- 0 cr 0 0 > %o x xi I + .0 w 'o 10 !Dj Ld!2 xi Lfi 6 Ld kd 0 ; 16 16 16 I + + + + + DUND + 'n 41 (CENTERLINE +L 4R00I 50 4800 c,4 o ui 'i 0 C4 C-4 N n n v 00 10 .0 co� co Do 00 al 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 ADVANCE DRIVE CAD NO. R502-009-1 ISHEET 17 OF ga t - - STA , 32 'L., 6OF LT 1 _--_ I v(O .4 INSTALL 8"x8"TEE, 0 L.F. OF LT ` ON T A N PIPE A 0.04, AND 8" CAP *,. INSTALL B"x8' EE, 33 L.F. OF 8' S A 5+17.8, 5.5' LT - - / I LU IT ' PIPE ® 0.0%. AND CAP +30(2) _._ =I _ _ 1 9 INSTALL z6" TEE, 26 L.F. 1 i; 1 P fff 1+3 .0, 5.5' LT OF 6" PI E. AND 8.0' BURY -- - p - IN1ALL %6" TEE, 11 F. FIRE HYDRANT E. AND 7.5' RY BURY E ATION-482 \FIRE RANT lL - ,•A BURY EL ATION=4820.27 > _ ^ STA 2+04.6, 5.5' LT 0 + O BEGIN DEFLE TION _ A- s _ 1 (t- Z z cp S STA 6+ B.S. 10.5' LT �O 3 3 INSTALL 8" 45' BEND -� •�., �O O F INSTALL 1 - 2" SERVICES LEFT STA +87.9, 10.5' RT • ' .' 1 (S1 �In INSTALL 12-x8" REDUCER T STA 7+75.8, 3.2' LT \ 2 INSTALL 6 - I' SERVICES RIGHT z s� Q' INSTALL 1z" 45' BEND \ I INSTALL 5 - 1-X2" SERVICES RIGHT p ►TLHV [� t - STA 6+ 1.9. 11.0' RT a F ' ff ff STA 3+30.2, 5.5' LT INSTAL 12"x12" TEE / T v i END DEFLECTION / %� �1 W O Tn _ STA 6+ .A V RT h,y ote that INSTALL 8' GATE VALVE , _ �L I 0 M+I z Z ly +63 +22 _ ~O �y 0-, STA 5+12.8, 5.5' LT the additions are not to Cale /" +77 �� Z `S U= 8 _ _ STA +30.0, 5.5' LT INSTALL B" GATE VALVE 3, Jr G Z U J INST L 8" GATE VAL STA 9+76.9. 5.5' RT I 00 3 z a S 0A -= INSTAL 12"x6" TEE, 11 . . a STA 9+81.9. 5' RT I _ 2 9 cc,L Utility Plan of lots 3&4 Block 3 August 16 2013 C$kF Engi Bring OF 6" IPE, AND BURY INSTALL 12" TE VALVE I N o W W y LN STA +94.5, 5.5' LT CF _ _ _ i i RE HYDRANT ��✓' y _ _ TTT INST 8"x8"TEE - BURY LEVATION=4823.27 +42 1\ of A W z0 o Z ��- s L oa w STA 10+06.4, 5.5' RT � /_ pow z N ----— - INSTALL 12"x8" TEE _ UJ U U U W N co w w w O QWZ 7 - `� D 50 100 150 ❑ S C A L E mm m w �pNPD aaa U +02 Q "STA 10+41. 5.5' RT O m p > „ /" - �" � `INSTALL 12' TE VALVE \ w TYPE 2 EXCAVATION / TYPE A BACKFILL DRAWN BY: EB 4850 W Z w w w O w p 4850 DESIGNEDBY. KW,EB,NJ QUAL > U m RECORD DRAWINGS pATEITYCHECK 6EOW c=J > ',°� c=i x ;� > �w APPROVED JOB NO. B05-002 o u0 00 wp o W m aD WO + of w Z �/ T '.�Iz/4L / IT'E' FIELDBOOK na • NA TITLE DATE n v w + N $ � +, + N G; = THOMAS,DEAN&HOSKINS,INC. + M ro + n TD& ENGINEERING CONSULTANTS + 1D m + GxEM rai.-eozeu�n-xa.rsa[u uDrnuw 4840 + 4&4 0 Ispob q Ws MI Gi�Go oN n STA. 0+9 TO 6+88 I STALL STA. 6+8 TO 11+50 INSTALL 460 �n W 596 L.F. F 8" CLASS 51 to L.F. OF t " CLASS 51 DUCTILE IRON PIPE Z DUCTILE IRON PIPE Q Z 4830 - - -- - (n w a 3u v Z W FINISHED GRADE CO Z Q (CENT RUNE) -- - _ (n O N W Z 4920 - - 4820 Q jx O IN E ISTING GROUND m C7 Q d (C ENTERLINE) _ N J M Q W w WL ~ > r O 481 4810 m w m •- 6 O �i 5 16 o a EXISTING GSM a CENTERUN 50 O t0 w tp m aG a O O r 10 a N 19 00 m M N W (_O 00 OD GD OD 0_0 O) Gf 01 Oi O, tT N' O N 17 M Q 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 GOLDEN GATE AVENUE CADNO R502-00918.DWG SHEET 18 OF 62 i *AO IT A� INSTALL 1 - 1' SERVICES LEFT I l� <� - ---�`` r ~ti Q " NA 1„ INSTALL 6 - 1" SERVICES RIGHT az0 t� T1 CD F': STA 0+60.7. 5.5' RT � © .-�'� � � „.U., F,RX ao / INSTALL 12' GATE VALVE 'Z oz_ r STA 16+86.4. 5.5' RT E'•'� c�T 0 *0 i INSTALL 12"xB'TEE r- STA 20+55.7, 5.5' RT INSTALL 12'x6'TEE, 11 L.F.BURY STA 16+61.9, 5.5' RT OF 6" PIPE, AND FIREB HYDRANT / INSTALL 12" GATE VALVE BURY ELEVATION=4839.53 STA INSTALL VALVE ` ��� GOLDEN GATE AVENUE c0i a 0 50' 100' 150' STA 16+56.9 W ul I I I I I I I I I TyLL-.1 a "t.F. n SCALE BIP 7:5' BURY, - — -- K Z`z FIRE HYD _ -i— - �- - 1 - --� 7 _�yy ELEVATION= - v �_ _ v z `SJ U -STA -Rl ---------IRT -- ---------------------- T------------------------ o a / STA 13+22.0. 5.5- RT - INSTALL 12" 22-W BE i I STA 24+39.3. 5.5' RT INSTALL 12`x12" TEE _ m Ly W INSTALL 12' GATE VALVE iO�3+170 RT - _ STA 21+20.7, 5.5R1' i INSTALL 12 "T {T7 LF. *04 _ / 'TA 20+85.2, __ INSTALL 12"GATE VA4 i 1 �� oOF 6" PIPE, 5' BURV" F22 STA 17+21.9. 5.5' RT INSTALL 12 ,I wir B:� zH / � ` 3INSTALL 12" i 1 -w w wBURY ELE IATI 8.02 - 11fO O OO17 ,' / ' ' � ',1 Q \ O � wai J O N \` \ , ', w w w �` r1 ,, ,` F- H r _ \ STA 13+ 1.9, 5.5' R� / '1 _ ' / a a INSTALL 1 ' GATE VAL�\\iT L 5 - ,` _ , `\ `,\ / �', o ❑O _ STA 13+46.4. 5.5 INSTALL 12"x8" TE6 yy A m m m TYPE 2 EXCAVATION / TYPE A BACKFILL _1 - - - DRAWN BY: EB - 4&50 DESIGNED BY: KW,EB,NJ QUALITY CHECK: KEW RECORD DRAWINGS DATE: 6106 JOB NO. B05-002 (A APPROVED FIELDBOOK na w r NAME TITLE DATE -- Z THOMAS,DEAN&HOSKINS,INC. FINISHED GRADE-, _ -- TD& ENCINFERINCC'ONSUL'1ANTS (CENT RUNE) ��--- t l•1l� OWAI FALLS-90ZE4 - ISKU 40xfANA --_ ---- 4840 lS E,. WASHINom -- 1 OF N STA. 11+50 TO 4+39 INSTA.L 1288 EXISTING,GROUND N L.F. OF 12" CLASS 51 DUCTIIE IRON PIP (CEI•{TERLINE) o N O Z _ n w 4830 � ir 0 0 Z W -- o m a Q N '^ O Z � Z 4820 Q 0 ,,QnIN W /0/� O V O V w - J m 14 z i w a m ' N > m ' W W N O < J Q 4810 _ _ _ -'N - - - _ _ _ _ --- - O o 4810 o O a m ai < rn n r,: N n r z o m M N * m m m N m �i 5 n 0 10 m N a m IO1i + + + + EXISTING G UND + + + + + + + + + + + + ,•� ,.� m al n 0 0 o n a s CENTERLINLEN N N N N N N N - - 50 m a m m o r N ao rn m -t e N o m a0 n n o OR 0, r. ui ro n m o, o o ci ni ri a 4i rc n n rqi i e a rf a 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 CAD NO. R502-009-19.DWG GOLDEN GATE AVENUE SHEET 19 OF 62 IT jp T T 9+78.5, 5.5' LT ' INSTALL 12"x8"TEE r l Zoo 1 STA 5+ 4.0, 5.5' LT v Lz — of a: - - - INSTALL B"x6" TEE, 15 L. \ _ -�� �N JllunAil - ' / OF 6" P E, AND 7.5' BUY 3 FIRE HYD NT \ �t. � -" BURY ELE TION=4826.45 INSTALL 8 - 1" SERVICES LEFT to Z +2J �JI� INSTALL 9 - 1" SERVICES RIGHT O H N _ _ , —�i11 iX U Or�y f58 „1'�' ./ w cl: T W r 1 � o w w 7 - +93 '. TOf ✓ \ w STA 2+24.5 w +28 3, 5.5' LT _ �" �i ice/ V J INSTALL 8"x8" CROSS Z - STA +65.0, 5.5' L ,.1;•'_ - �'' S, +21 \ < N Q INSi 8"x8'TEE, t L F. OR\ +s9 _- _ .I �- " \ o > I OF f" PIPE, AND 7. ' BURY NP ', ,. - �Y_ \ A 9+54.0, 5.5' LT W T O _ -_ FIRE HYDRANT Pa Y i " +58 �j \ Q BUR) ELEVATION=482 .38 '1� +r- , 1`J', IN L 8" GATE VAL S Oo 4Zr W T +93 +90 - 1 i w x K tr i 'Z m —I -1 \- - / W W W O :wz - , V z , v +58 STA 5+89.0, 5.5' LT - i- O O O N INSTALL 8" TE VALVE n F L�o� NF— STA 1+00.0. 5.5' LT �, c�2 vain INSTALL 8" CAP WITH BLOWOFFSTA 4+5 .8, 5.5' LT SEE C.O.B. STD. +52- I --u „ - , DRAWING NO. 02660-7 - , 11 , , .` END DEFL CTION +91 +49 +97 -� - / . y STA 3+27.7, 5.5- LT /i j _ '., 0 50 100' 1 I w w w BEGIN DEFLE TION / \ \ I I I 1 � 0 0 C, STA 60.0, 5.5' L � � � S C A L E T - INST L 8" GATE _ L)-(\\\\ 1 STA 2+ 0.0, 5.5' LT INSTALL 8"GATE VALV - .� - \ - ��� m >- m DRAWN BY: EB DESIGNED BY: KW,EB,NJ RECORD DRAWINGS DUALITY CHECK: KEW DATE: 6106 APPROVED/ JOB NO. B05-002 �/ µ+r-�-. �iH3..a<-C`T7�1i'i� ,-� ��S�dSf FIELDBOOK na N TITLE DATE THOMAS,DEAN&HOSKMS,INC. ENGINEERING CONSULTANTS TYPE 2 EXCAVATION / TYPE A BACKFILL TD& MAI Ls-eozcuw-KwsPeu W � LEYNSfON IOJJIO STA 1+00 TO 9+79 INSTALL 876 LF. OF 8" CLASS 51 DUCTILE IRON PIPE 4830 - - 4B30 FINISHED GRADE (CENTI rRLINE) _ Z -- ---------- ----- - (n w Q 4620 (CIENTER NE) 4620 Z Q (n O 2 i Z � a — J o r, N w co w c2 i m m W Z Q vL zd 7d w c) Q > W a w a < w Z w w w w 4810 --- --- - E o o " -4810 Ur N W Lo c2 uo m uo m co m c� m L) m m F- 0 0 o vi o 0 o n 5 0 o p o o ao In Q 0 0 o a vi vi I: of rn v Ln 00 ao + + + + + + + + m + + + EXISTING GR + N N N N N M u1 to m m n j(CENTERLINE)UND 50 - 0 O W N < 17 MI M ,rj Y < Y NI 1"1 e.j M M M N M 1.j Yj In M) N N N N N N N N N N N NDo co 00 co OD w co 0 N N N N N N N N 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 ALPHA DRIVE CAD NO. R502-009-20.DWG SHEET 20 OF 62 i I T a N 9+58.4. 5.5' LT `' \ s/ph',1 ����•• T - INSTALL 12'x8" TEE azo T - - — 4 zzo T _ S +01 INSTV h/ INSTALL 10 - ," SERVICES RIGHT z '+ IN LL B"x6" TEE, \ L.F. +b6 �'- `\" -- --- - ��C++-"-_ - OF " PIPE, AND 7.5 BURY '', , / w T _ _ �1 FIRE r LE ANT +7 /, r '-'--"-- BURY\ELEVATION=4830. 7 1 j `, ` Q O T i +06 I a� U x UT Triumph Street 1X'+' " s +03 Z p; A 9+33.9. 5.5' LT 9 a n STA 1+35.0, 5.5' L .� �-J 'N.4 �, +al IN w: _ INST L 8"x6"TEE, 1 L.F. »- oa W I OF ' PIPE. AND 7. BURY +9 .- „ _--N- �-_" `, "+79 0_ \ -.` Zo Z� FlRE HYDRANT , �a1 1 , OU w Q�._ - - _ - 11 W N Q�_ _ ; BU ELEVATION-482 .69 +85 . -� J - _ _ -,- ` +17 ``�� 1 >� 4 T +99 --{ 1 w Ir Ir W m 14 -�-/' - STA 4+96.6, �.5' LT wo zo - ;T v-1 w 1y INSTALL 8" GAIt VALVE �, t` n U�o � � (�7(aA� Iy +98 1, �j" // \ 0 50' 100' 150 w w w +� .5' STA 2+364, 5.5' LT STA 3+94.8, 5' LT -' �', ` , �' a <¢ I STA 1+ .0, 5.5 LT ' , \ \_ S C A L E O O O INSTALL ' GATE VALVE BEGIN DE CTION END DEFLECTI N " _-" I y T i STA 0 94.5, 5.5' LT }> INSTAL 8"x8"TEE co m m DRAWN BY: EB DESIGNED BY: KWEB,NJ QUALITY CHECK: KEW DATE: W06 RECORD DRAWINGS JOB NO BOS-002 FIELDBOOK na APPROVED NAME - TITLE DATE TDBc THOMAS,DEAN&HOSKINS,INC. ENGINEERING CONSULTANTS w� Eu 90WA�N-xAUSPEU wA n vron LEWISTON i0wo TYPE 2 EXCAVATION / TYPE A 13ACKFILL Z STA 0+95 TO 58 INSTALL 862 m i o W LF. OF 6" CLAS 51 DUCTILEIRON PIPE + _ +x W m w EXISTING GROUND L) > Q o (CENTER NE) o Z �- 4830 ---- 4830 m Q-- - ---- - flNISHED GRADE W O Z (CENTERLINE) ___._ __ - - - - - Z cn W Z W W o Q w 0 W 482 < .- - -- �WyI 4820 (' 0 W W ww m m U (._ F J m W vi �Gio� o e a0 o GP 5 rnJa a V70� ujr ,U 2 Y ,D n 5 M' m m Q + n M +c0 a' o a EXISTING G UND +a m+z +r +W + + + + < +z +N m An 0 (CENTERUN rn 0 50 J ul m n m m m in m a o m n n m to a N o m co m of ai of of ai of o; of m C6 ao n r au ao r; N N N N N N N N N N N N N N N N N N N 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 Triumph Street DESTINY STREET CAD NO. R.502-009-21.DWG SHEET 21 OF 62 IT qN 11+98.3. 5.5' LT�� pNA INSTALL 12"xB"TEE ,,, On zz- +43 cj ` y /4' INSTALL it - 1" SERVICES LEFT Z ' T ----- :- +61 /~ INSTALL 13 - 1" SERVICES RIGHT O [� -_� STA,6+88.8, 5.5 L +19 ��" ` w -- - _ - INSI*LL 8"W TEE, 1 L.F. 1 ��� _ `11 w W Z z OF " PIPE, AND 7.5' BURY , ,�Y +• `, z w;. T -�- ------ FIRE RANT +97 i- i y Q w BURY LEVATION=4835. 0 , _ 11+73.8, 5.5' w QIN T UJ 1 1 ALL B" GATE VAL a E W w W 0 +54 - +04 n. Zw STA 2+ 5.0, 5.5' LT •, o T j INSTALL "x6" TEE, 11 L. 4pDi " ��- i` , OQ !�rw FIRE6H PE AlD 7.5' BU RANT " +64 • " +39 'L wQf fr�Ix Of W m BURY E ATION=4834.89 +17 , '_-. ., /' I IJo.I x w u C J T I +99 +72 +48 " _ t a74 Hff 9 04 SERVICE WIT SEWER MAIN - O w0 0 O 4wz " 1 �+` WORK, EPLACED SERVI FROM CO_R_P_____ - --� � 83.8, 5.5' LT STOP T CURB BOX03 __ y I --yr----{--- j-ter, __ ..F- • INSTALL 8" GATE VALVE STA 1+00.0, 5.5 LT - --' �a0 INSTALL 8" CAP WITH BLOWOFF - - 1 SEE C.O.B. STD. '" / - +sx % D 50' 100' 150' � F-F- DRAWING NO. 02660-7 T ' „ n +92 11 STA 34.7, 5. ' LT _- ` _-' 0 0 0 ------------""'-i,_ _ +97 +67 +29 END FLECTION --% % i S C A L E TSTA 2+ 0.0, 5.5' LT - m �I STA 3+6 .L 5.5' LT _-; _/ / ' 3 0 INSTALL 8" GATE VALVE BEGIN D LECTION T i STA 2+2 5, 5.5' LT mmm 1 INSTALL 8 xB" CROSS DRAWN BY: EB STA 2+00. 5.5' LT - _-" DESIGNED BY KW,EB,NJ 1- INSTALL 8" GATE VALVE J _ �'� \ „ QUALITY CHECK' KEW T 1� DATE: 6/06 JOB NO. 805-002 FIELDBOOK - RECORD DRAWINGS �APPROVED NAME TITIE DATE TD& THOMAS,DEAN&HOSKINS,INC. ENGINEERING CONSULTANTS SPPOKt NEE _902EMN!-KN6PELL WI HOXIMN 1EM1510N IDAYW TYPE 2 EXCAVATION / TYPE A BACKFILL _ 0 4840 - -- o ow ---- ---- a oZw 484-0 a� n. Q N NV) +� +`O + 1�-o w a m !w O Z o. W - -------- --- ------ - - ____ _ _ _ cn O v) FINISHED''GRADE A. 1+00 TO 11+96 INSThLI 1097 ------ - Z W (CENTERLINE) L F. OF 8" CLkSS 51 DUCTILE IRON PI E __ __ _ _ - _- 4830 W Z Z 4830 -- - - EXISTING GROUND -- W z w N Q p Q w � w VW -- - " — LD _j m 1jj' w w m = L) Q 7 m w U U m ri 00 0 ui o e o r o 0o ao ad w o w 5 a 10 x } u z n r ao ao o g 5 + + O op o N m m c� EXISTING GR UND n o m m o Q +m N m N N h m +Z + ++K + CENTERUN m w e m n v m o v° 4820 J 4820-- -- -- —- -- - --- 50 m O r n h m Ih M M OI O wii M n m In M M M MI M M !7 M In n M IT, m mT1m m m m T T m ml m� m �1 m mRITw Y d a ♦ Y a al a' d e e 4 d 1+00 2+00 3+00 4+00 5+00 6+00 7400 8+00 9+00 10+00 11+00 12+00 VINE STREET CAD NO. R502-009-22.DWG SHEET 22 OF 62 0 IT --------------- H u STA 10+ .5, LT z INSTAL, TEE T I I " ' ' _-/ \ STA 10+2 0, 5.5' LT E ND EFLECTION CAI .5 INSTALL 13 1" SERVICES LEFT z +96 INSTALL 12 1" SERVICES RIGHT 0 ------------ -------------- --------- 100 C) 5 4'6, 5.5' LT' 0 z -------------------------- ------- I jNAL+L 4..W TEE. 1 L.F. .56 0 0 t OF - PE, AND 7.5''BURY u 1. STA. 1+0'1.3 8' SOLIDS EVE "R1114RANT BU ELEVATION=4842.-V 4 3: zw .1 +16 < & T Of �i w I C3 LU 1. STA 10+56.3. .5' LT > w 34 INSTALL 8' GATE VALVE-J 0: STA 1+j5.0, 5.5' LT zw z 0 B-W TEE, 11 F. )u w LU OF 6" P PE, AND 7.5' B RY w z E ",RANT +42 m Lu Of Z STA 8+83.9, 5.5' < BURY EL�VATION=4840.1 +73 1 BEGIN DEFLECTIO LU +06 v)W U) > Lij Lu LLI 0 +39 A—A o oc '11A 6+146\5.5' LT z END DEFLECTION ----------- w j +75 W5 +07 0 + STA 39.6. 55 ------------ LLI Lu +; +07 8' GATE < +e!a 0 0 cl 1. LT 0 50' 100' 150' FW +74 L 40 Vl-\ STA 2+36 4, 5.5' LT L) STA 1+3 .0. 5.5' LT BEGIN DE ECTION T -- INSTALL " GATE VALVE STA 0+9 5, 5.5' LT m m Cc) INSTALL 8 TEE DRAWN BY EB DESIGNED BY' KW.EBJNJ QUALITY CHECK: KEW TDATE 6106 JOB NO. 1305402 FIELDBOOK na RECORD DRAWINGS APPROVED NAMF A. TD 8,, THOMAS,DEAN&HOSKINS,INC. ENGINEERING CONSULTANTS G—T FAUS DOZDMI�MIS� Mw_ SP E WASIIIINifON a TYPE 2 EXCAVATION TYPE A BACKFILL z 0 w LLI M 0 ---—----— z to -- --------_ --- 4M cf) 4840 -- ca >_ - --------- - z p t; STA. 0+95 TO 10+81 NSTALL 986 \\-EXISTING GROUND 0 FINISHED GRADE-7 L.F. OF 8' CLASS 51 UCTILE IRON:PIPE z 0 (CENT RUNE) (CENTERLINE) Lu Z z > w 0 zo IN 4830 483cz A w z w z _j CIO LLI 0 ca 0 m 0 p= F_ w O .6 u; '6 w ri 'i 0 d i ci dc 5 90 w 6 A 16 z n ao a n co +� + +.x �U:N w :1. 1 ) :D] 0 . ;0 ow + + z 0+ + + 'Ica w wo 0 CENWTERU �n 11+ 50 aq n t"i �l .01 0 eq .6 c6 w c6i Q61 0 o m v n to co cc V 1+00 2+00 3+00 4+00 5+00 6+00 71 0., 8+00 9+00 10+00 11+00 VICTORY STREET T CAD NO. DWG ISHEET 23 OF 62 ry i IT _1T I STA 12+11.8, 5.5' LT - Q l `azo t i INSTALL 12"x 2'TEE I �Uj o_ .rf �Zo T I STA 12+07. , 5.5' LT �_ L-I 'a INSTALL 12"x8" EDUCER J 3 A 11+47.3. 8.4' Ll` +56 y7 I __--- - -' _ _ IN TALL B" 22-W BEND 0 ' Q ' ---- -------------- - - - - STA. 11+77.8 8" +88 -- - -- - SiA-STA 5. ' L�' SLID SLEEVE ' / "' 1 w O .7 �---------- _ )� II��.I T _ - -- - -------- - --- -INST L 8"x6"TEE, 1 L.F CI 0 W _I------- -----" OF PI U BU ELEVATON=484 9 STA B+40'FLECTION +90 ,,. J -s l��r 1 O U T I FIRE NI 3 END E rGGy T JI i +14 STA 11+87.3, 5.5' LT 00 w W 0 1'- ' x/�s INSTALL 8" GATE VALVE 0 W I STA 2+ 5.3, 5.5' LT STA 6+96. 5.5' LT _ j` �0 ~ gg =k� / STA 12+47.3, 5.5' LT Z Zp T U - INSTALL %6" TEE, 11 L. INSTALL 8" G TE VALVE + �/� INSTALL 12" GATE VALVE O �5 (/j w OF 6- P PE, AND 7.5' BU +y, / 14+67 Ix Z m Q I FIRE HYDRANT „ 1 �t - - 1� ` STA Y41-57.3-23.0' LT I Ewa cc 1 I BURY E ATION=4844.97 +90 _1�- , �� IN 12" CAP WITH BLOWOFF U �� N W 0 +17 ,� 1 1*�h "X "--- _ SEE C.O.B. STD. w w w 0 1 Q 1 +9e +71 +43 " -TT� /- _ - - 'DRAWING NO. 02660-7 0 FQo 00 1 1 I II _ _ _ /' 1 .' yVas � n T LOY PL STA 12+52.3. 5.5' LT w w w INSTALL 12"x6" TEE, 11 L.F. T ¢~¢ T OF 6" PIPE, AND 9.5' BURY +85(27 FIRE HYDRANT I �] BURY ELEVATION=4846.71 U A�7V STA 2+60.3, 5.5' LT STA 3+49.4, 5.5 LT T INSTALL 8' GATE VALVE BEGIN DEFLECTION STA 12+98.6, 5.5' LT STA 2+24.8, 5.5' LT - INSTALL 12' 2242' BEND INSTALL 8"x8"TEE STA 13+40.9, 23.0' LT T STA 2+00.3. 5.5' LT INSTALL 12" 22-h- BEND I DRAWN BY: Ea' INSTALL 8" GATE VALVE I I T DESIGNED BY: KWEB,NJ QUALITY CHECK: KEW INSTALL 12 - 1" SERVICES LEFT ij DATE: 6/06 STA 1+00.0, 5.5' LT - INSTALL 1 - 2" SERVICES RIGHT JOB No.i I i FIELDBOOK B05-002 na INSTALL 8" CAP WITH BLOWOFF - RECORD DRAWINGS SEE C.O.B. STD. APPROVED _ 0 50' 100' 1 50' I I I DRAWING NO. 02660-7 I I I I I 1 I I T - / — niLe DATE S C A L E I � THOMAS,DEAN&HOSKINS,INC. TDBC F.NGINEF.RING CONSULTANTS SP AOxrI F 15-WZ0--K lSPM wAs i oM TYPE 2 EXCAVATION / TYPE A BACKFILL Z STA. 1+00 TO 12+08 INSTALL 1108 STA. 12+08 TO 14+57 INSTALL 249 L.F.F. L.F. OF 8' CLASS 51 DUCTILE IRON PIPE Of 12' CLASS 51 DUCTILE IRON PIPE - 4850 4850 (n W -- m Q ---------- ---- N FINISHED GRADE EXISTING GROUND N (CENTER INE) (CENTER INE) N n W 4840 WQ ZQ"' O — cl 4 4840- — -- _ _--- -_ - w ''QI^� W (� - w w w w cw.p V o m ___--J zaY GO 00 m N m W W U-- U U 4 O U Y]1y M]V ri m ✓1 M r•I V ,D ly O N M1 0 4 n io M wi d 5i6 74'w d a a'w ru w o o w nw I r n N o+ o+ + m + +," a +w w °�' O`�a '�a + EXISTING G UND + +I +ate + +" + + +a +I + 1 +� 4l V' + ++U n(7 m �� Na' 4830 m _ N - N N P,m _-- CENTERLIN c0 N ca c7 N N 50 1 4830 O 01 1•1 IA 10 m n �O ID MI oo N O�1 O ul f N N N N U1 x) < n N N xi a m m d d d d d d d d d 00 d d d d °� a a ao,, a o a d a a d 1+00 2+DO 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 LOYAL DRIVE CAD NO. R502-009-24.DWG SHEET 24 OF 62 I -1NLET7MH FTU- p ' I �� - I t 1P ,=�= a" I TALL 8aj LF OF (DOUBLE INLET) " CL III RCP STA 3+97.0 I SD MH #51 (4'0) TBC 16.5' LT 1••• FV LLI (L uIN INCLUDE --�•�� RIA 4815.48 NV IN S 11.49 I OUT= ,O.SD '� O I IN (S) 481 .9O NV IN (W) 811.49 11 OUT (E) 4 10.90 NV OUT (N) 4811.49 LU SO INLETIM �14A� zzo EE DETAIL 2 Q STA 7+862 1 = STA 11+42. , I ' fm . _ TBC 16.5' L I TBC�� 80 Z TBC EL 482 17 - _ I�_ _ -1 TBC EL 482 INV IN (S) 1 5 'Q INV IN (S) INV IN (W) 0 4; INV OUT N .04T�----- Lit Q DVANCE DRIVE INV IN (W) 1 s Z hhi�M NV OUT (N) 1 .95i, I ( ) O I✓ W -- ' i ' i ' I — �"091 w r�..II Z_ - ---1-'ram----t-• --E---�-- - u �� --�--F- T� -----�1- - - _--#�-7Lr - F � u�--*—-+—-—1 w:LLfrALL 31 LF F INSTALL 31 LF OF oINST L 31 LF 0 PVC O 2.4 f6 12" PV O 3.35% Z� Z 12" CP O 1.8700 INLET 17A SD INLET 15A ST NLET �113A jww ip STA 1 1+42.23+97.0 STA 7+86 2 16.5' RT TBC 16.5' RT TBC EL 4825.08 0 �ui-- 1 TB EL 4815.0 TBC EL 4 20.71-----------_§ OUT (E) 48 2.07INV OUT ) 4816.71 NV UT (E) 4821.08 0 0 0 r LLZgwo �oN a i o s oo' so' W W w Q I IIIII I QQ¢ SCALE U r TYPE 2 EXCAVATION / TYPE A BACKFILL -I - 4850 4850 m m m DRAWN BY: EB DESIGNED BY: KW,EB,NJ - -- - ------- - QUALITY CHECK: KEW DATE: 6106 RECORD IN S JOB NO 805-002 FIELDBOOK "a APPROVED - 4840 4840 -- - - 'Sr NAM E TITLE DATE &� THOMAS,DEAN&HOSKINS, ENGINEERING CONSULTAN FALLS-WZfIWf-KAUSPW L'OK ON 4830I - I - — -- - - 4830 W _ Z EXISTING GROUND O R (CE RLINE) - Fn In ----- - -- -- --- - — - Q W 0 Z U FINISHED GRADE ---- m � Z 4820 (CENT RLINE) — -— _- -- 4820 Z Q fn O _ c -- _ --- — --- f to w Z - N w 0 O 4810 J CID C Q CC O O S CF' 5 EXISTING G UND 5 CENTERLIN 4800 ^' 480N 50 N l0 N QNp php fm O �pm(p] tmC hm IpMp 1_O OI. pOpp O N Mj M Q Y] f0 1p�p fp�p 00 01 EO m co co O d $ cp a < 00 a a < O Y 0 1<+00 2+DO 3+DO 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 ADVANCE DRIVE CADNO. R502-009-25.D s SHEET 25 OF 62 ry I 1 1 IT - _ o; W - SO INLET/MH #IDA _ 1 �i Lu ! - - =1-r W SD MH 53 4'P i SD MH 54 4'0 iP 1' > SO MH #52 (4'0) _ ( ) i� ( ) W - - STA 18+22L2'- -_-- STA 19+17, 11.5' lT j LU F STA 20+98, 11.5' Li STA 22+67, 11.5' LT _ - Y - - i TBC 16.5' LT 7 4 RIM A837-21 _ - u - RIM 4840 33 - 1 RIM 4 � 44'A -- -TBC- EL-4B35�8 - i >- -INV IN 5 4835.24 INV IN S 4838.27 111 U) i INV IN S 4831.32 _ , INV IN (S) 4832.43 I O ( ) It SD INLL-TAM 1 1 O D_ I I INV IN (E) 4832.43 INV IN (E) 4835.24 ; )+ INV IN (E) 4838.27 1 boa } STA 14+8�. 1 INV IN (W 4831.32 -' i sl `� INV OUT N 4838.27 V INV OUT N 4835.24 d ( ) y TBC 16.5'`L �" INV OUT (N) 4831.32 I I ; INV OUT (N) 4832.43 O I - Q I�-� a TBC EL 4�3 �,4 i - 'k - - 2 --r - - +-- ; } �I �a - -- - -- INV IN S 2�I55 1 --- - INV IN (W 5 01 I _ _Ir - - - - Y-O(- ) -- -- -' F ------ fib-„ -ABVA1deE BRIV� I ;1 Z '� 4 O EQ- - sn sn w �P w -yc 1 D MH ({55 4'0) o „y �� ` ' • �___ 2 ` I ` _ _ _ _____�_____ ______J______ __________________ STA 24+62, 1L5 LT U "J x •.I_____ ______ !____ _ __ 1____ __1_L__� ____ ________ ____ ____ -_ 1 RIM 4845.05 Z 1 INSTALL 3 LF OF i INV IN (E) 4839.89 3 Z STALL 31 OF 1 INSTALL 1 LF OF a 2" PVC O .74% I I ' 12" PVC O 1.48X 12" PVC 0.81X IN INV OUT (N) 4839.69 1 1 SD INLET/ H #SA p W W Y STA 2 +62.2 p A 1 SD INLET r11A i SD 1 LET #9A TBC 1 5' LT SO IN 14A I Z0 Z a STA 14+ 2.2 i I i STA 18+22.2 TBC EL 841-70 STA 2 +62.2 O TBC 16.5 RT i i TBC 16.5' RT INV IN (S) 837.45 TBC 6.5' RT i 1 �U (�"1 w TBC EL 30.34 TBC EL 4835.78 INV IN (W) g837.45 TBC L 4841.70 mw m INV OUT E) 4826.34 i i INV Ln (E) 4831.78 IM/ OUT (N) N837.45 _ INV O (E) 4837.70 J- Z m U U U W J W W W Q I* p 00 O 1iz0 N h S0 m Z TYPE 2 EXCAVATION / TYPE A BACKFILL �� w w w F F rnN ma 0 50' 100' S0' o 0 0 RECORD DRAWINGS NN� Nd� i I I I I � �'Da °DOOm Ian q z S C A L E 69- APPROVED Noilri �me d addz _ -- - dw�p4850 `n 4850 i - -- --- ---- -- - --- - -- - --. A li=%� [✓ �'�;F .^lfi✓�Fi� nn� �NoddZ +anew �> NAME - - TITLE DATE Ml mm f0�� S �ZZ ¢= y y y n r�M: mnawY +mw� m m m THOMAS DEAN&HOSKINS,INC. < will MM mmomNv� �Q���� � � =NdzZp �m»> DRAWN BY: EB TD& ENGINEERING CONSULTANTS _ n �3z GREAT FN -O=--1 SPELL IIONiNM P) N 2' 4�»> DESIGNED BY: KW,EB,NJ MM9R Nma I`� N Izzz _ QUALITY CHECK: KEW +nw EXISTING GROUND _ 2Nlbm z jazz (CET TERLINE) - DATE: 6/06 JOB NO. BOS-002 mn zmdz p in FEg- 4840 FIELDBOOK na 4840 --- - - - - -- --- NadO w mz z 196 LF. 0. 3 ml�n �i 64�F- 104 .F- 0.79% o - - pg'A 15" C SDR 35 +� r FINISHED GRADE zed zo (CENT RLINE) SDR 35 15 5 au _ 1.5% iz _ � - 182 L.F. 1,18 k 6 ��- g4 L.F. a DR 35 15 pVC SDR 3 3 4830 -- _ 15" �C -- - ---- - 4830 1.62% W 340 L.F. Z 1.69 3 �i -SDR 35 m U)_ m Q U Z Z rn m Q 4820-- -� - -- - - 4820 = Z Q In O r, Z Q N W Z -- -- - - Q N ZQ O 4910 4810 _j m O O N M A"i-101 ISTING G UND CENTERLIN -- aeon d' N W) 10 M N O m m m d' - 7 O OI m < W m Y m Oi T O C! h h f I/1 IO Oi O Oni N M 17 M a w 14+00 15+00 16+00 17+00 18+00 1940n 20+00 21+00 22+00 23+00 24+00 ADVANCE DRIVE ICAD NO. R502-009-26 DWG SHEET 26 OF 62 'A RECORD DRAWINGS S T-4 APPROVED IT 77--+-- ------------------- TD& ENGINEERING CONSULTANTS GRW F�S-80M-Kk6PEU mDw TYPE 2 EXCAVATION TYPE 2 EXCAVATION SPO�E W�HI�ON ¢zo TYPE A BACKFILL ��,pj CP SO INLET #aA n,t .6.6,- co�(A TYPE A EIACK I TA 2+36.4 NNn wni nn, 0 RATE EL 4837.0 n z NV OUT (W) 483 06 4850 4850 z SE NEENAH NO. -2533 Aq 0 ....... R APPROVED EQ L WITH 0 o E C GRATE VICTORY AL4EY -------4*0 0 MZ-Z > oi!s�> cn z 0&�z z z �:,--FINISHED GRADE 4840 (CENTER[INE) FINISHED-GRADE 04 Zd Lu: r(CENTERL INE) Spu. AlHlAz LIVq------- --------- --------- STA 1+12 < w RIM 4037.21 4840 NV IN (S) 4832.43 �,--EXISTING mo-uND 4840 ---L.F. 0.512 X-EXISTING GROUND IN (E) 4832.43 125 =% (CENTERI.INE) zc� QNV OUT (N) 4832.43 125,L.F. 0.50% (CENTER NE) PVC SDR 3 0 0 12' PVC SDR 3 u 12" PVC SDR 35 U)uj I INSTAL 31 LF OF Lux W tr 12' P C 0 0.81% 4830 4830 13�0 00 co U)cn LLJ Lu W EXISTING GII EXISTING GR 1)UND TPRY STRE XS 11(CENTERLINE n El CEXRUNE 4830 50 4830 W I w ll� VICTORY ST,R'.NI IN, [�,=25 =74 2 -f5 A5 Y V TIOR 00 00 00 10 *0 00 .0 w w w < << 1+00 2+00 3+00 1+00 2+00 3+00 SO IN ET 16A V) STA 1 75.7 TBC 1 .5- LT E SD 53�4' TBC 4111 - (S) VICTORY ALLEY LOYAL ALLEY I M 03 JI) MH #53 (4-0): INV Z5.81 STA 1+12 11.5' LT: RIM 41340.331 INV IN (S) 4835.24,- DRAWN BY EB -IRV-iN-(tT48-3Y.Y4 SO INLET/MH # DESIGNED BY: KW,EB.NJ STA 75.7 QUALITY CHECK: KEW INV OUT (N) 4835.24 1+ TBC 16.5' RT TBC EL 4839.81 DATE; 6106 INV IN (N) 4835. JOB NO. B05-002 na INV OUT (W) 48 56 TYPE 2 EXCAVATION FIELDBOOK TYPE A TYPE 2 EXCAVATION --------241#11-------------- - -- BACKFILL TYPE A BACKFILL so NLET 13 D 1 6 ------------- nnm win `-l-O-YAL.ALLEY----- mw� n T -STK Wsg.� n��- w n GRATE EL 484 .90 n,nNn z 0 w o INV OUT (W) 4 38.90 M -D tz -,6,z USE NEENAH IN . R-2533 �Zzo �+co =L+ SO h H 054 (4'0) OR APPROVED QUAL WITH i 4B50 - 4850 STA 112 TYPE C GRATE �96 RIM 543.03 FINISHED GRADE 9 0>> LLJ EXISTING GROUND �mzz LIJ INV (E) 4838.27 > INV I I (S) 4838.27 (CENTER E) (W TERLINE) z INV T (N) 4838.27 4840 4840 ----- ------ ---- 0 -J C) \-EXISTING GROUND cl) < 64 i.F. (CENTER I INE) FINISHED GRADE 64 L.F. -j -------------------- LOYAL,DRIVE 0.5C% (CENT I ALINE) 0 -15" 0.50% z IIA2 SDR 35 5" PVC 4840 > SDR 35 ca 0 z j 0 >- 08 4830 Z 4830 SD INLET�11A ui 0 Lu STA 3+06.0 F; 0 l'- Lu TBC 16.5' LT 5 W (L) W TBC EL 4844.46 EXISTING GR UNI < Lu 5; I (CENTERLINE EXISTING GR:)UND NV OUT (S) 4840.46 CENTMER N INSTALL 31 LF OF m 1 50 4830 50 4830 0 0 SO MH #55 (4'0) 12* PVC 0 0.81X n n 6 9 0 0 11 0 0 ml .-IIm z >- vi STA 2+42, 15.5- RT u1i 4 1 wi m RIM 4845 05 co co 0 0 INV IN (E) 4839.89 0 INV OUT (N) 4839.89 1+00 2+00 3+00 1+00 2+00 3+00 SO INLET/MH #2A STA 3+06.0 0 TBC 16.5' RT VICTORY STREET TBC EL 4844.46 LOYAL DRIVE INV IN (N) 4840.21 INV OUT (W) 4840.21 0 50' loo, 150' 1 1 1 1 1 1 1 1 S C A L E CAD NO. R502-0094 ISHEET 27 OF 96 i INSTALL 78 LF OF '/ _/ r ,°°pN TAB;°• 15" PVC ® 0. INV OUT=4823.93 /. �,...I.T....,,,,,,.. SD INLET/MH #20 STA 10+87.6 �/ �=" �,. ✓V�`,. t TBC 16.5' LT , , ``' s/p,\,A TBC EL 4824.71 - " r- INV IN (SW 4820.46 STP_ `;,/ 1 + �.6 2C IZO CORNERSTONE CIRCLE INV OUT (Nit 482D.4 / TBC d9 VT 500 TOO, `\a .aa � 2Y A INV (S `4825.23 / 0-43 4825.23 INSTAL \%I OF F ss MH pst (a'a)STA 7+90 �s \ LET PC o F 9 \� \ \ak27s p � \ r RIM N (SE)3 1(6 r" �Q� \ , Z U V] ra INV IN (SE) 4816.25 -� i` ` \\'Fad `, 6•5 RT O w O ;D SD t� INV OUT (NW) 4816.25 \ y-- `, ` 4,829.48 _ ``I NE) 4Q25:-� O 0 _ - \ h✓ NSTALL 31 L �F ` j\ `� �, `6 O d`(4'0) w O `S/ V i SO IN\ d RIM Z$`• 3`, a p 3 Z w s �" - k�� \` �• STA 10 87. '� INV,I ( 4,824.48 O z< r.N ✓ , TBC 16. �` I� -� INV\IN 4$24.48 Zap E2 INSTALL 120 LF OF , -� �,� \\ TBC EL , INV b (N 4 =p p W w 18" PVC ® 0.479, \ ' (P -' U) w A Z _ I INV OUT=4814.25 ,\ INV OUT \\8$0.71 \ � , \\\ Oz F-OU w I-t1\`I _� � SD M H ST A 0+08 \\\ � 1`, \ �`, �U v U w� RIM 4B 3.30 i �� In m co ..� \1 IN (NE) 48 .Zt '` \ " z �, '\ \ � p o o C �"'a _ IN (SE) 481 .21 SD IN +84.6 SD INLET �50 I �0 (NW) 481 21 �� � 16.5' (DOUBLE INLET) I _ 19.31 STA 6+78.9 ®m TBC 16.5' RT Q n W Gy / SE) 4814.81 I TBC EL 4819.31 w w w V IN SW 4814.81 'f (SSE)) INV OUT (NW) 4815. \ \ G \\ `` _ , F- F FW - INV OUT (NW) 4814.81 \ O a o - ' INSTALL 32 LF OF SEE DETAIL p \ �, _ % 15' PVC ® 0.78% \ ,,� \ \ �`, Ono p m m U TYPE 2 EXCAVATION / w w vpi TYPE 2 EXCAVATION / TYPE A BACKFILL TYPE A BACKFl Z j 4850 - - - - -- 4850 m m CO 0 50' 100, 150' DRAWN BY: ES �I I � � I DESIGNED BY: KW,EB,NJ S C A L E QUALITY CHECK: KEW -- "--- DATE: 6/06 JOB NO. B05-002 FIELDBOOK na 46401 -- _ « " 4840 N '000 mwm � s�q b�O �noo3w +ryV1Z Z- N -- NNm fOW ��YZZ Qm» zlz N FINISHED GRADE `^ �z- m N Z � n,�„�z o rnw (CENT LINE) _ __ - 4830 4830 -- arr aizw ; �� <3 "FIzzO zz Q o - wb oas >> F. as b f iv)- I ,vl Zzz - 60 L1J Q a m 2zEXISTING GROUND m Q Z -_ (CENTER INE) O = Z 4820 - ` �F 2?6X 4fi. O W --- -- a Z D LF SDR 35 D.B9 15" 221 ` ° .24% RE O DRAWINGS 1 - - -A D - - Q W ,ea' / a Ur O Z NAME TRLE DATE J m Q alto _ THOMAS DEAN&�u•OMNS,INC. Q T �p/t ENCINEERINGaCONSULTANTS 0 i�W `�Ut FEA45-B02FMPN-K'L�SPELL WAM11GT0�N O ycP s J � EXISTING G UND CENTERLIN ) O 507 n0 I'I U) c pOpl 0 0_1 0 O O .0 w Nmm f0 Nmm N N l�V M MI < m Y N C a a m O < Y 6+00 7+00 8+00 9+00 104110 11+00 12+00 13+00 14+00 15+00 r Q4 GOLDEN GATE AVENUE CAD NO. R502-009-28.DWG SHEET 28 OF 62 7 A F IT Ip SO INLET/MH EMI STA 17+70.4 (D TBC 16.5' U SO MH #58 (4-0) <Zo TBC EL(483 .45 SO MH #57 i,-T, (4'0) STA 24+50, 15.5' L7 �cc W IN S) 4830.20 SO INLET/MH f4B 'F N1, STA 21+06, 15.5' LT RIM 4846.44 e4 4 (W) 4830.20 RIM 4840.20 STA 21+66.4 NV IN (W) 41139.57 SO MH #56 (4.0) INV OUT (NW) 4830.20 INV IN (S) 4834.31 TBC 16.5' LT STA 17+07, 5.5' LT TBC EL 4840.98 1 INV OUT 4NY 483,%.57 3: RIM 4833.24 SO INLET #8B INV IN (W) 4834Z1 INV IN (S) 4836.73 INV IN (SE) 4829.28 STA 17+70.4 INV OUT (N) 4834.31 INSTALL 81 LF OF INV IN (W) 4836.73 In INV IN (SW) 4829.28 TBC 16.5' RT INV OUT (N) 4836.73 z INV OUT (NE 8 15" PVC 0 1.11% TBC EL 4834.45 2 INV OUT=4828.38A —INV OUT (E) 4830.45 ?7N z L) 1111144m 91 L) T_ no u T z z I Ld>-(r) 0 fy (L < -INSTALL_41�!X Pl` Q01 DEN-GATEAVENUE ------------ -- -------- ------------------- K a: -- 0 1 ------ V) < , 1 PVC 0 0.8,4 x INSTALL.131 LF FF c):2 z 0 12- PVC! jr 2 0 T 0 U)V)M S 'L C) LJ Zwo D I�L Ll 2)0 L) STA < Lnw La • 0�r It w -4 > m TBC zo .s tuw Ir tr 113C 84 5 WL)(.)L) U)co V) w w w C &Z 00 0-4 0. owl cl III W LLI TYPE 2 EXCAVATION TYPE A BACKFILL uj(A 4850 4850 0 50' 100' 150' I I I DRAWN BY: EB S C A L E DESIGNED BY: KW,EB.NJ FINISHED GRADE QUALITY CHECK: KEW (CE RLIN DATE: 6/06 J013 NO. B06-002 FIELDBOOK na EXISTING GROUND-\ m (CEI,TERLINE) 4840---*— - — ----- 4840 'to uj z LLJ 4830 4830 0 z > w < < z 0 RECOR RAWINGS fJ3 AqPROVED z z U) 0 Lu 4820 lAll' 4820 z z 0 THOMAS,DEAN&HOSKINS,INC. 0 < TD ENGINEERING CONSULTANTS E (9 GRW FALLS-DOZF w-KALI vEU iA Lu 14 N 0 z _j 00 4810 —4810 0 hey 5 EXISTING G LIND 0 CENTERLIN 50 U) W) (0 .6: MI M co 00 Go 0 w co 00 00 go 00 m 16+00 17+00 18+00 19400 DO 21+00 22+00 23+00 24+00 GOLDEN GATE AVENUE !CAD NO, IJ1102.09-29. ISHEET 29OF 62 i * oNTq� MH #56 (4.0) q1 12+09, 15.5' RT 1 1 P ,' S INLET #9B ',� �, 4833.24 -, f* A 11+28.1 , 1�, \ �IN (SE) 4829,28 S TB 16.5' LT Y INS IN (SW) 4829.28 f ONd THC E 4832.44 �, INV OUT (NE) 4829.28 !, TYPE 2 EXCAVATION / TYPE A BACKFILL azo fi 1 INV OUT (SE) 4829.94 �} INSTALL 31 LF OF ) �iV z 12' RCP 0 .815 j 1 ".0 0N , 1 ; , 0 F. T r 4850 FINISHED GRADE 485D W O ' ` 0 50' 100' 150' (CENTER NE) o w O w SO IN /MH �110B ; I � T I S C A L E _---- - - - z � 11+28.1 c C 16.5' RT 70 TBC 4832.44 INV IN (N 4829.8941 v\1 T N4 rj(R INV OUT (N 4829.E 0� A (�4840 4840 00 Z U co w W N i UND w v U U m (CENTER NE) ,n Tn U) ` - wwWwz o jj EXISTING G UND (CENTERLINE) m t - 4830 50 -- --- 4830 °D A5 un n o m n r Lu m F rW- t a a a < w a a 00 a 0 0 9 < SO I LET {I15B!S e a < e a STA 10+11.1 SO MFI #57 (4'0) U -6` TEIC 6.5' LT STA 11+02, 15.5' RT 10+00 11+00 12+00 13+00 14+DO TBC EL 839.02 RIM 4840.20 A INV OUT 31 3F , INV IN (s) 4834.3' ' RECORD DRAWINGS } Y � INSTALL 31 OF � INV IN (W) 4834.31 Co INV OUT (N) 4834✓p m In I APPROVED 12" PVC OO. 1% i i yy I r DRAWNBV: EB r Q r `ram �.PJEti,.'Vt✓.si_r-G /A%oriS QUALITY CHECK:LOYAL DRIVE DESIGNED BY: KW,EB,NJ NAME TITLE V - - -- - 1 4.9 I 7 DATE: 6E 6 T ,- t T7�Q_,j') THOMAS,DEAN&HOSKINS,INC. JOB No. 805-002 • jt' I 5 1� 1 L�ri�-�) ENGINEERING CONSIH.TANTS FIELOBOOK na y `J/ GREAT FALLS-NGtN SpEn W fON �/ �^ I I lEY'6'fON mN10 TYPE 2 EXCAVATION TYPE 2 EXCAVATION / II i I W t / 7 ` F� TYPE A BACKFILL TYPE A BACKFILLI W F.v � c� , v� W 45 SD INLET MH #6B I Q 1 +� 4840 - - 4840 STA 0+10.1 U' �O TBC 1 5' RT�� f Z - -- - -- -- TBC EL 4 39.02 I I W / FINISHED GRADE INV IN (N) 4 4.77 O /1 �I (CENTER NE) FINISHED GRADE Z '9 INV OUT (E) 48 4.77 _-i (CENTER INE) W 4840 O _ �- r 4840 _ ---- -- - ----- -- j -- - - - > Q w SD 39 ) _ EXISTING GROUND 4830 EXIS ING GROUND - - - 4830 m Z Q Z Q _ STA Ry I (CENTER INE Z �- _ RIM 48�8 / 1 cn O 06 INV IX. 4839.87 INYpl7T.(E) 4839.8f� �I 4 Z J ~ _STA'to .o 'v I '• �0. W Z w TBC 16.5 LT SO INLET/MH 4830 w 4830 Py 0 Q Z W T EL 484498 STA 10+00.0 I I'� 2 1 5G EXISTING G ND Q OUT SE) 4840. 8 -1S TBC 16.5' RT O TBC EL 4844.985 _ CENTERLIN Q N INV IN (NW) 4840. 3 , rE ENTERLINR UND 4820 50 4820 O 0 N �C INV OUT (NE) 4840. 50 tV N N of J mGo C M n n n a O O INSTALL 1 LF OF , , '�- } -- - - -- _I e 1D a a 12" PVC O 0.8u ,� �- 51 10+00 11+DD 1z+oo It 9+00 10+00 11+00 > QUO o VICTORY STREET VINE STREET SD MH N58 (4'0) I I STA 12+33, 5.5' RT RIM 4846.44 INV IN (W) 4839.57 �I INV OUT (N) 4839.57 CAD NO. R502-009-30,I) SHEET 3O OF 62 `tt' NTAN°' INSTALL 69 LF OF I - 15' PVC O 0.78% I 1 P m o INV OUT=4816.00 I I� INSTALL 31 LF OF 12' RCP O 0.81L I TYPE 2 EXCAVATION TYPE A BACKFILL ¢zo / v 1 I � � ��� I rnv jaN UZ , I �- 0 5 = rnaw m W_ F N�3., z I FINISHED GRADE Ci°+° �� zz0 z Q e`°C�jr I (CENT RLINE) z� zo ¢ » O SDI /2E 7y I� ��>>zg zz STA 2+01.9 SO INLET #IE { I EXISTING GROUND �� _ o w 0 TBC 16.5' LT STA 2+01.9 �y I 4830 �CE RLINE i 4830 z� W z z I _ __ a� Q� TBC EL 4819.79 TBC 16.5' RT --- - IN (E) 4816.54 TBC EL 4819.79 0 50' 100, 150, 06- r\ I (W) 4816.54 W INV OUT (W) 4816.79 I I I I I ---- _--- - O z V - - U I I SCALE 91 L.F as a 5 RCP CC III a y o w wo � WI \ I I --- - w rn O 0 0 el I 4820 ¢' 4820 >� Q ?.m f- °��, r�G 5 CC W W W C�y Wwz (CENTERLIN UND C1 W asp 1 50 maw C� J y� M ammD 10 O mN 0 pop. .-V a a n m ww IN _ 7+00 8+00 9+00 0¢a i s \, - I - + - I �2ltl lvl P� ST W 0 �- DESTILUXTT Q RECORD DRAWINGS (� ALPHA DR_I_VE > » SD INLET/MH a4D m m m l� APPROVED STA 10+59.7 © � TBC /6.5' LT lr a�^-% Og DESIGNED BY: KW,EB,NJ /`E 1'�J � .FiC /�S� DRAWN BY: EB /X \ TBC EL 4823.17 NAME_-- TITLE ATE QUALITY CHECK: KEW INV IN (SE) 4818.52 a DATE: 6106 INV IN (E) 4818.52 l° ��\ THOMAS,DEAN&HOSKINS,INC. -/ INV OUT (SW) 4818.52 I TD&1��,) JOB NO. BUS-002 na NSTALL 31 LF OF SO INLET #3D �� �..YY ENCIN-KkrA C CONSULTANTS FIELDBOOK I cxcwr rsus-aozcwN-Kusrai uorrt svaowe w 12' PVC O 2.10% STA 10+59.7 Iewison \ �\ TBC 16.5' RT 110 TBC EL 4823.17 \',, INV OUT (NW) 4819.17 TYPE 2 EXCAVATION / TYPE A BACKFILL SO 2 (4'0)STA 9 5.5' LT C RIM 48 N ° INV IN1 818.21 NNE ^a0 INV IN ( 18.21 1 Q muom < m� LLI 7C 2 INV OUT ( B18.21 Tw _ �3 _ J mc� Q azzp z�azo Z w Z Izzz IA Fzz FINISHED GRADE LV - k 2 O (CENTERLINE) coE) Z l " --_ ----- - vi O --- ---- - -- - p z F- .- N D INLET #3C \\ 2 � STA 8+88.2 \ i >7 C 16.5' LT �� 4820'- 4620 � O (n Z 0.50$ (I Z \ TBC L 4825.19 \ - --- L{.I INV OUT (S 4825.19 I 15" PVC � Z `� SDR 35 LLI z Q Q L) SD MH (�60 (a 0) L)STA 9+79, 15.5' RT EXISTING GROUND w Z RIM 4825.83 W O� ` INV IN (SW) 4824.48 114 (CENTER INE) O w INV IN (SE) 4824.48 I^ _ INV OUT (NE) 4824.48 I J m 0 v � 4810 - 4810 Q 0 NST IF OF O y1- CPO 0.01% j� ``��` \ I - 5 (CENTERLIN OUND N a -` SO I LET/MH #4C 50 a STA 8+88.2 Co. h 10 10 T C 16.5' RTr < ai TBC L 4827. 94 / - \ I•'-..1 a a a °A� °.� 10 < w :1 INV IN (N 4824. > `,��1 INV O9f (NE 4824Ay4 9+00 10+00 11+00 12+00 13+00 14+00 C' ALPHA DRIVE CAD NO. R502-009-31.DWG SHEET 31 OF 62 i a"N *` IT - .1 iP I J7pM1,A �: RECORD DRAWINGS zom ��0 ZZ- APPROVED �I 2N lPbfL�.CT E..� NAME i TITLE DATE C/1 V] �THOMAS,DEAN&HOSKINS,INC. ZNCINEERING CONSULTANTS _r°'"""" HUFFINE LANE ---. — ---- — ---- --- — —"—. — — .— — — --IDNIO - -. - - - - -_ - - - - - —. "-.-- - -- — - - - _- -- - w w W ice. w� zz 00 w I w—w �� \ I N z \ 03 � zw ff$ o v CMP FET FLOW LINE 4809.34� u1w A w z z lno zW d zm �� 0� W� • '`' — — — — w w w O �wz coo zo 03 INSTALL 88 LF 12" PVC h 0 0.30% ®il'S INV OUT=AS09.1O. N 4809.29 > /I /1 INST OUTLET RUC RWIT �. TOP 'g=46 0 SIZE INSTALL 190 LF 15" PVC C ¢~¢ j INV IS-)=4E 55 ® 0.50 % 000 INV OND)= 10.5 INV IN-4810.5 INV 4809.5 INV OUT=4809. Z m m m W 6'• h 9 Z DRAWN BY: EB TOP OF BERM ELEVATION=4813.00 Q 6H:1V DESIGNED BY: KW,E .1V > QUALITY CHECK: KEW KEW Q16LR DATE: 6106 �SR JOB NO. B05-002 FIELDBOOK na 6H:1 V POND 1 a 3502 CUBIC FEET POND POND BOTTOM ELEV=4810.50 I B• 6753 CUBIC El WATER SURFACE ELEV=4812.00 Q- S. 'Q POND BOTTOM EL =4810.50 CV 6 WATER SURFACE E EV=4812.00 06 4h:1y ,SP 1y � Z Q i O O > Q a PLACE 5•x5• RIPRAP Q z Z MAT AT OUTLET Z O fA 0 ... .�. ..... ... o a LLI w ... .�. ..� Q N J m Q o } DETENTION PONDS 1 & 2 0 0 20' 40' 60' IIIII I I S C A T E 4 CAD NO. R502-009-32.DWG SHEET 32 OF 62 a a 7 T.q y RECORD DRAWINGS IT ME D 1P �` NAM r TITLE DATE TDBc iHO ENGINEERING DEAN&HOSICINS,INC. `zo ENGINEERING CONSULTANTS 7 ZZ- S� �,f/ SPO'TNN�EH15-BOZEIW!-1V115DE1t MONTI r-. O_ >� 1LM13Tp1 i0arw F•1 m / \ - z V] 3 0 F • ! \\� oo Q C F EXISTING WETLANDS oll EXISTING DITCHS� Z z NEW DITCH zw O Q z Oo G � •I \ (nW W �N dz wa, Elf � • t �0 U L) w +t i rTl EXISTING WETLANDS IO1�yy �` o ++ \ INSTALL 31 LF 12" i 11 INSTALL OUTLET STRUCTURE �NJ �;•+( PVC 0 2.84 9. ( tI WITH 3-',6" SLOT SIZE _ m �I maw (}i� TOP ELEV=4829. o N +/ INV OUT=4827.50 r- 88 \ M /+ INV IN=4828.38 INV OUT=4828.38 O K INSTALL OUTLET STRUCTURE O O 0 ,. ' • p WITH 1-%' SLOT SIZE �'• 10•R TOP ELEV=4825.43 NV IN=4823.93 m<J INV OUT=4823.93 (n TOP OF BERM w� 1 INSTALL 58 LF 1Y _ +� w ELEVATION=4831.00 +, �� \ / PVC ® 0.50 9 ,�� .� INV OUT=4823.64� �G \ •••'\ 1 o CD m m r1 m '+•••• � 5 DRAWN BY: EB yG POND 3 `+ \ ••{ Q DESIGNED BY: KW,EB,NJ ((1 4N1v 2 5656 CUBIC FEET • `•• t'O \ QUALITY CHECK: KEW POND 4 DATE: 606 POND BOTTOM ELEV=4628.38 my JOB NO. BOS-002 WATER SURFACE ELEV=4829.88 2360 CUBIC FEET FIELDBOOK na / •.' I // �� POND BOTTOM ELEV=4823.93 1 ••�• \ S WATER SURFACE ELEV=4825.43 yG ` WSJ +�++ PLACE ',c5' RIPRAP ++,'•�� - Z AT A OUTLET ,�. z PLACE 5'a5' RIPRAP _ U) O + i + MAT AT OUTLET � � > a +1 \++ ++++ N �\ ❑ Z Z = Z 0 _ Z Z � W LLI Z H Si N ❑ Q W ui DETENTION POND 4 CD o w ///,�/ •� c0 `� DETENTION POND 3 N O 0 20' 40' 60' O IIIII I S C A L E U) 0 20' 40' 60' IIIII I 1 S C A L E CAD NO. R"2-009-33.DWG SHEET 33 OF 62 i IT 1 1P T aZo U Zoo T `w o= w .�. w m wa c 3 U .a Z F EXISTING WETLANDS w z of T d INSTALL OUTLET STRUCTURE ?I z p C) Q CD WITH 3-�4- SLOT SIZE I 3 z o M+I z z TOP ELEV=4815.75 I 0 a V w :NV IN=4814.25 >-co p (,�x NV OUT=4814.25 T I J Z 3 J z� 1{ C)ap nw ter► I Wp 0 ^ a POND 5 's, \\\\\\ _ J °o=u C7 6061 CUBIC FEET_ 9 _ - — — >� Z m IN TALE 80 LF 72� \� POND BOTTOM ELEV=4814.25 _ PVC 0 =48 7 c_ TOP OF CURB 3.0' of m� O W�' WATER SURFACE ELEV-4815.00 INV OUT-4813.85 .`-mac c s c c c w W W �wz SQL 107. 107. p p p WI - p — — — — — — — — — — — — — — — — CURB FLOWLINE N V7 W i CURB CUT DETAIL 1 0 0 0 \ 1 R NO SCALE 34 \ \\ 7 NY E f > >> INSTALL 187 LF 1 m m m PLACE&' RIPRAP PVC 0 1.07 7 DRAWN BY RE0 INV OUT=4814.00 : ES MAT A UTLET DESIGNED By- KW,EB,NJ LIFT STATION ACCESS NOTES: QUALITY CHECK: KEW J - 1. LIFT STATION BUILDING, RAMP, AND SIDEWALK NOT PART OF THIS CONTRACT. DATE: 6106 10-R I J JOB NO. B05-002 PLACE IPRA try. I j / 2. ALL SPOT ELEVATIONS TO FL UNLESS OTHERWISE NOTED. FIELDBOOK na 3. CATCH CURB FLOWLNE TO TOP BACK OF CURB = 0.45'" ((( 111 r INST LL O LET STRUCTUR 2' "�-} I WITH �'�" OT SIZE 4. SPILL CURB FLOWLINE TO TOP BACK OF CURB = 0.52'. CONSTRUCT CUR CUT RAMP 0 12HAV / SEE DETAIL 1 FL=19.17 TOP ELEV 817.51 TOP=19.50 INV =48 .00 34 ,a -T-� I INV'OUT=4 16.00 -3.00X W v v � FF=4B79.50 p 5 TFW=4819.83 I (D FK—Fn CO 06 be N AW Y M S �} WET WELL A D I DI G � Z (n 0 I O Q \\ V) Z J d N -tom.-oox 1 --\ sR h m Q Z LLI Tor 5'R = Z O V ONSTRUCT LAYDOWNI, RB G, P L) w U) O Z Q A -j Z 2 GOLDEN GATE AVENU CONSTRUCT SPILL cuRB 1 � Lu Z H ZO(SHADED AREA) `c _ SEE C.O.B. STD. '� 0 20' 40' 60, O DRAWING NO. 02528-1 C w I I I w PLACE 5'x5' RIPRAP O S C A L E Q N Q MAT AT OUTLET 0 O LLJ N 7 Ly JCr m s w Q z -�: LL 0 4 POND 6 w- O C —� -1- 1891 CUBIC FEET U J G Q POND BOTTOM ELEV=4816.00 Z _ WATER SURFACE ELEV=4877.50 RECORD DRAWINGS Q AP ROVED U) e- NAMF r TITLE DATE DETENTION PONDS 5 & 6 j��TD&� THOMAS,DEAN&HOW NS,INC. ENGINEERING CONSULTANTS GNEAi F/115-BOZ -xu15PFLL mowA S>OkJNE WA51XNG1ON LEwisron sown CAD NO. R502-009-34.DWG SHEET 34 OF F)2 I I ADDED SIGN STOP CT 5'CONSTRU WID ` W W � \I T.';I.1 W I I 1 SIDEWALK AS SHOWN /� I _ Q I ' _ (854.29 SF) W z I w/ ` I > y J I �� �� I = I w a CONSTRUCT SPI L _j J LLL I NAMEI�3NfS QQ pC'' , CU B ON MEDIA I H OG a LL I INST (1 NEW 4" ^, Q a �' I J Q o SE C.0.8. STD. O Q Q =I ST ,BAR_WH T- OG� D WING NO. 0 528-1 Z - 38' INSTALL VALLEY GUTTER d G-. o=o _ �i 0 INSTALL ALLEY APRON z- INSTALL- � O W d SEE C.O.B. STD. DRAWING SEE C.O.B. STD. 2 z x I"r s b h �O , 'b Ob NO. 02529-7A O U PLASTIC WOR - '_; INSTAL 127 LF as Q 31.94 DRAWING NO. 02529-1 rL`b SEE SHEETS 51-59 FOR a a C/1 m 3 AND SYMBOL _ / NEW 4 DOUBLE INSTALL V EY GUTTER Q O (27.17�SY) d' O OYlLV I4' INTERSECTION GRADES, BACK Q YELLO tPe*Y-P IC SEE C.O.B. STD. U' 14 ~ a 2 OF CURB POINTS AND > rn INSTA NEW 24" DRAWING 0. 02529-1 2k' 20• �' zo' PEDESTRIAN RAMP TYPES. J Q Z 4 YELLo EPem P Ic VANCE DRIVE (27.12 SY1) e _ T-ma W In .a 1 2+00 +00 r�I �- 1- F- - -f -i- - i o�0 "�+I Z 0 3 x u Ui - - - - - _ - - - az? U STA. 6 82.0 ro` STA 7+35.0 I INSTALL ALL APRON w o< '� P INSTALL TYP "A" INST L TYPE "A" IN LL VALLEY GUTTER SEE C.O.B. STD. RAWING o Q o a ry SEE C.O.B. STD. NO. 0 529-7A W PEDESTRIAN MP PED STRIAN RAM I rn o W Y D WING N0. 02529-1 (3 .94 SY) o A W SEE DETAIL 1 SEE DETAIL 1 4 ino w� I 15 b h �0 61 S� 0 61 ^O �� 12 SY) 1 b J zw N o QQ O) �Q W W Vl V N WIDE 5' WIDE Q Z m O - SID SHOWN& S DEWA CONSTR CAS SHOWN OG� �OCJ of U U U I • I �-- QP - (n3,� ) O (1076.4 SF) 0� 1. b NcoV) o0 0 � LLWz INSTALL T4a3,LF OF'24" Cl Ln O o Z O E.y Mc 7 ADDED RROW III RCP O 0.51% W/ FETS (LENGTH INCLUDES FETS) I I I I N� INV IN (E)=481 L50 I ^a0 INV OUT (W)=4810.90 0 S 100' 150 SCALE 000 - - - -- -- -- --- - 4850 4850 !' RECORD DRAWINGS m m APPROVED w w vOi ---� Pt'c�FL7 r�f/fsF c /l/asr NAtwC---- TrrLE m m m TD&l THoMAI DEAN HOSKINS, DRAWN BY EB F,NGNEERIN CG CONSULT TS DESIGNED BY: KW,EB,NJ crier ru.is-9D2[uui-rulsveu QUALITY CHECK: KEW sro• c 4840 -- - 1 ewisron- DATE: 6/06 4840 JOB NO. B05-002 FIELDBOOK nx I FM STq = 7+10.54 PVI. -=4819_90 HIGH INT ELEV _-4816.06 - - A.D. _ -0.54 r~n LOW POI ELEV = 48 5.13 K 93.25 '° ri HIGH POINT STA = 2+33.69 LOW POINT STA = 3+5 6.99 + N P VI STA = 2 133.69 PVI SlA = 4+14.5 5 .00' VC o I PA ELEV = 4816.19 PVI EL = 4814. = II 4830 - A.B.. - -__ A.D. 2. -- .- a --. Lu Lu K = 50. K - 35.70 u�i a vi d N W _-- - 70.00• V .00• VC m m + FINISHED GRADE - + m I` (CENTERLINE) a - m a tii > 0 Z ,W1 GO i(j m 'n m + d N d + --- �_ z 4820 - --m m-- --—- o .. --- 4820 Q m ? Q z Q f= O Z Z Q -- N W Z J = a 4N 1 U i/ �JJ 4810 Z EXISTING GROUND �i N _ _j 0 (CENTER INE) 0 _jm Q V) a O II.I EXISTING G UND FINISHED RADE j W EXISTING CENTERU E 4800 - - - 4 4800 ry in O N t N 1� h N t0 O Y m N 50 N Or 1� t m Or r0 f aD I— NN INN NO 00 Ian NM O� mN NM NN Jc6' Tm mr �M rn mV MO aD� MN On aDa NN �O M]aO NN a0� d� N� 0r n. Or � NN, NIN, N0, O NO N NN N NN NN mN NN NN NNm � a� �� � a � � as <a ep as �� a� �� �cc � <� �d �Y �a <a a rc 'IOU 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 Q R 9 ADVANCE DRIVE 1CADNO. R502-009-35.OWG 4 ISHEET 35 OF 62 T.4 ON I' > ,P I- OG W GF h I w I ti u1 La I�� ti rJ i O L w D i 0 LU �z a I f (Q I oY,I o 0 LU (A I ----- - - - i I azo >' - - - - Z INSTALL ALLEY APRON I ; INSTALL ALLEY APRON Q � U Qo� INSTALL VALLEY GUTTER I 3 INSTALL ALLEY APRONS I iy SEE C.O.B. STD. DRAWING } Z z INSTALL VALLEY GUTTER i SEE C.O.B. STD. DRAWIN Z zoo SEE C.O.B. STD. DRAWIN I- i� i NO. 02529-7A O o- SEE C.O.B. STD. F» N0. 02529-7A SEE C.O.B. STD. ' N0. 02529-7A a3' U �.J I I (31 9 �,) O a I"1 �Q w J' DRAWING NO. 02529-1 ; 1 1 , 31 9 Y DRAWING NO. 02529-1 I (31.94 ) f i �, �� 3 o (27.12 SYJ ,., I ( if) (zzlz s'v) { 24' SEE SHEETS 51-59 FOR J 20 . 2 .9. _ -----20 -AB\fANEE{)I2FVVE-- `' --- ------------- ----------------------- INTERSECTION GRADES. BACK �i 2 -- 20� - - -- -- - -- e - - - 21 p ---- OF CURB POINTS AND < 5 ---- --- 17�00 1 -- - -- - 21*00 PEDESTRIAN RAMP TYPES. � H - w U �j- w ix In - F- —---1 -1- n -— - -'F-- --1 - -{- 1- - 0 z w n - $ lk 3�J p= J Z J STA. 21+13 0 -- ------------ ------- -- ------ ---- ------ -STA.20+6 A------- - ----- -- - ------- w - -- - -----ST 14+33 Q-- ------- ------ --------- ----- INSTALL A" I 3 Z a o I 3 INS ALL TYPE "A INSTALL VALLEY GUTTER I STALL TYPE A" i � P DESTRIAN R P PEDESTRIAN RAMP , w 0 0 PE STRIAN RAM I SEE C.O.B. STD S E DETAIL SEE DETAIL 1 i N ^ W Y SEE DETAIL 1 I I DRAWING NO. 0 529-1 1 Q 61 �� mo 0 h�l zal. ^ 61 p (27.hz sY) 'L a O / STREET o I ,� Z W o OQ STA. 13+80.0 ^ ; .�O CONSTRU T 5' WIDE N E SIGNS ��` i OG �o w o IN LL TYPE "A 4- ' G ¢� Z m SIDEWALK AS SHOWN > PED STRIAN RAM G �, W W SEE DETAIL 7 i O (1076.44 SF) 61 — -- J F— E— (— !� 0 O O izorn CONSTRUCT 5' WIDE 1--, 11 0Xm oSIDEWALK AS SHOWN PVI STA = 22+81.56 r(1076.44 SF) PVI ELEV = 4843.62 AA.D. _ -0.86 AV Ill K = 58.45 Ill 50.00' VC Y 0 50' 100' 150' Qo 0 0 0 IIII11 I I RECORD DRAWINGS m SCALE m� r°° " 0 or N < w toi, e m a + m n APPROVED i° - 4850 y y y 4850 4i F m m m TITLE TE c a .. v N N a DRAWN BY: EB THOMAS,DEAN&HOS'KINS,INC. TD& �i 076 DESIGNED BY: Kw,EB,NJ ENGINEERING CONSULTANTS QUALITY CHECK: KEW tae[,n FALLS-007[Vaw-rALfsftu uanuu� m �j w DATE: 6= VOKAMgrowE wAs�u ioNq a � —— JOB NO. B05-002 + m FINISHED GRADE a FIELDBOOK na r (CENT RLINE) - - 11 tl — 48 4840 ----- - - w — _'�- � - —EXISTING GROUN _ - (CE ERLINE) ui - 4830 4e30 _ — z W --- O Z � Q - > a > pz p mF Q � z 4820 (A C z ca a yy y FF Q W z Li W W } 0 O a. 4810= - - V y0 VL U U V U U U w W d d r + + + + + N IXISTING G UNO yf d (CENTERU ESE d CENTERLIN _ vi _ ~ 4800 - - - - 50 4800 n o r n N o, m m ,0 ,o+ Y< „�n on n oo+ a,r ,om as �a Im ,oa L6 n a� No nm na nN ry� or mv, n N o 'm r 1n n r o a 00 00 00 01 of o� �N Nri ai„g .ir: < viM �oM n� 10 no $g <a as Ip as as as a 4 In e �a �a 1.0 + as +� +� �� - 14+00 15+00 16+00 17+00 1 19+00 20+00 21+00 22+00 23+00 24+00 CAD NO. RN2-008J6.DW0 ADVANCE DRIVE ISHEET 36 OF 62 CID �"- ONSTRUCT 5' WIDE c�O*�jr AN/ w.M \ A. 13+25.4 �� f'4� SIDEWALK AS SHOWN _ - T INSTALL TYPE "B" r� E'LL1 (416.26 SF) SEE DETAIL RAMP CO WALK A WN 1 tP - �- SEE DETAIL STA. 17+18.4 SIDEWALK AS WN\ STA. 20+64.2 STa 21+17.2 __ _ `mow 2 INSTALL TYPE "B" SEE C.O.B. STD. INSTALL TYPE "8" INSTALL TYPE "8" � - '-- / 61 PEDESTRIAN RAMP DRAWING NO. 02529-15 CONSTRUCT�W{VIDE PEDESTRIAN RAMP PEDESTRIAN RAMP ��• �Oq-q 6„r SIDEWAL" SHOWN SEE DETAIL e e SEE DETAIL e (7643.35 SF) SEE DETAIL _ STRUCT 5' WIDE (416.26 S ® 61 61 M1'R 610 SID K AS SHOWN (416.26 ) r 00 STa- " / 21+00 244-00 Z c= / 1NSTSTRIA STA. 13+3�;4��-p�{�F'�TRIAFJ R P 00, PEDE� TWI -SEE DETAIL z ��'r'Op _ \- t-- i $ n--1- —- - --F-- w F—- F ---t-—--♦-- -+- —i - 1-—--1-- - 3 / SEE _ "6 -- -- (A !"y --------20 ----------------------- � ----- --------- ------ 20--------- -- - -�� z lyj L� STAL �1PPRON P,'�E R�` \�-/ R i 2 r Z N w C) rL NEE .529- DRAWING �O�NG -,1�-/ e 1i' ;1 - �\ z x Z� . 4 SY) GO _ ���_ - INSTALL ALLEY APRON INSTALL ALLEY APRON 1'' U O /"-" \ I — SEE C.O.B. STD. DRAWING • 3 0_ phi w _,X i SEE C.O.B. STD. DRAWING NO. 02529-7A �� a U cFNr[auN , NO. 02529-7A _ _ 1 1 r z F CURVE DA II I (31.94 SY 1{ , W �\ R-150.oD' �l, — 1-94-SYj I �� l { 1 3 a / -48.51' O I V�/ STREET L 4 /-\ �''qd ' \ \ e-1a52'46" ' ,` AME SIGNS- a 7F zZ 0 W INSTALL LEY APRON SEE C.O. STD. DRAJIYING \ >3 z o �` 2 -A Z� `\\ N0. 0252 7A - \ �_ p,G \ w D:o U K ,R W m (31.94 \ ,K \` ``. 1 N // '\ \ mV) E) O `3 \ \ 1,- PVI STA = 23+76.91 00 Z PVI ELEV = 4844.51 w w w SEE SHEETS 51-59 FOR A.D. = 1.35 O O O INTERSECTION GRADES, BACK K = 37.05 0 50' 100, 150 OF CURB POINTS AND 50.00' VC m U 1 I I I I I I PEDESTRIAN RAMP TYPES. RECORD D RAW I N G S W 0 A S C A L E APPROVED 2� J✓a Pik✓?�',�Ni1l✓-X � /6i m N T Y> NAME- TIiFF � �? � O < m m m + °a 4850 ---- -- - 1 THOMAS,DEAN&HOSKINS,INC. _ n a .. w DRAWN BY: ES I D ENGINEERING CONSULTANTS -- U -4850 DESIGNED BY: KW,EB,NJ GNFAI[�lL5.B02EWN-IfAUiPFj.L MpN1NN N sx»uNE wASNacroN U j � QUALITY CHECK: KEW lkvnsrOn i0w'0 m m DATE: &06 00% JOB NO. B05-002 FIELDBOOK as FINISHED GRADE _ m (CENT LINE) 4640 —-- -- -- - — � 4840 W Z Lu -- - Q Z ILA 4630 _ -- - - r< _ EXISTING GROUND 48;11 i_ v (CE ERLINE) Z Ej Z Q Li cl) O Z E 4820 _--- -- - - Lu 4820 0 2 Z N a o QN a w r ai xa 0 0 J d w - —_ - } Q O ffl > O O Q U U U U U U U U O Q ' ro - m a m rn rn N J 4810$ - - 4810 Ur ± d o f� - o M j b\ sY V o+ o o a fj 5 N N N 1 d d d EXISTING G UND d d FINISHED RARE d W N - N CENTERLIN N y (CENTERLI E y NLLJ 50 /� Y1 <w Nd �pNp ON mmm� m^ ^� Md ON �� �N n V/ N NIA Nm Nm NN mN Mh M)h hn In mM m„"lj MM M,n., M)n �� mp1 �M mh no ma Qp ya Yx <� a Ala �'•' �a �� �� �a �< a°� v� nil �Q �i� �00 as av oa •� `�� <� °'� �a �a �� a 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 GOLDEN GATE AVENUE CAD NO. R502-409-38.DWG SHEET 38 OF C)Z i *�OnTAhy IT ip w_ ASPHALT & CURB ADDED 0_O r ' zoo N FOR RIGHT IN RIGHT OUT O Y 'S� I ACCESS Q �_ s� 47 a GOO 1►� i ni I W/ STREET E - _ \ CENTERUNE CURVE DATA NAME SIGNS N z �t � E-22.700't' PEDESTRIAN w 6r i y e=a za'u r7 - "-- I J. RAMPS ADDED> 4 U O W ) ? SAgA�� ;� yt74.6 CD GI U x - c'FE'� I ► - - I --� CD G7 19 Q �i�^� - „ I ye 3• o A W I ' I ¢ 6 — 00 z E i �ORtVER�T-0IYE_CIRCLE po Z w �� 9 = WINNOW �O V o (rwww W� R=440.00' Opts - I 1 ) O ❑ O LLZO �! L-IF31''17• i P U �o� ! CONSTRUCT 5' WIDE r` �l �C, __/ \ I SIDEWALK AS SHOWN F..I jai 'f'• SA A� (1527.47 SF) t I. camp w O GptE P w w O N a as SEE SHEETS 51-59 FOR Z DRAWN BY: EB INTERSECTION GRADES, BACK RECORD DRAWINGS SEE SHEETS 51-59 FOR DESIGNED BY: KW,EB,NJ OF CURB POINTS AND 0 50' 100' 150' INTERSECTION GRADES, BACK PEDESTRIAN RAMP ttPES. APPROVED OF CURB POINTS AND QUALITY CHECK: KEW PEDESTRIAN RAMP TYPES. DATE: GIDG (�E�'T ! P wr er � �/s`/oSr S C A L E JOB NO. B05-002 NAME TITLE DATE FIELDBOOK na 0 50' 1 oo' 150, TD&I THO AS,ENGINEERING DEAN&HOSKINS,INC. I I I I ENGINEERING CONSULTANTS Soo�c.r NE us-aozDzu�-nALsrcu �a Way LOW POINT ELEV = 4819.87 S C A L E KIAM LOW POINT STA = 2+01.92 HIGH POINT ELEV = 4823.85 PVT STA = 2+13 HIGH POINT STA = 4+06.12 PVI ELEV = 4819.58 PVI STA = 4+06.12 A.D. = 2.61 PVI ELEV = 4823.97 K = 36.42 W A.D. _ -1.40 K = 95.00' VC 50.00 J 70.00' VC 41130 -- -- 4830 Of N C! n n Z L)0 N ^ N + m 0FINISHED GRADE W W (CENTER NE) (n Q Z + N T N 4830 t ---v..m -- - r 4830 > > Q J O Iii Li tii I m m Q Z d H FINISHED GRADE 1 1 m z Z Lu (CENTER NE) 4820 -1' O 4820 0 Z W _ - Z Z 4820 --—Q -- - -- --- - — LL w 4820 i W 06 EXISTING GROUND 3 0 Q LINE)EXISTING GR ) Q N w } y W (CE LINE v O O (CE TERLINE) F 5c m J m J m -- - - Z 4810 - - 4810 Q 1— J ¢ oo a cl) Q + O N W V }U 5� 5 x EXISTING GR UND 5 FINISHED RARE J Q FINISHED GRADE d d EXISTING G UND d CENTERUN ` (CFIJTERLI E .- N CENTERLIN CENTERLINE N3 _-__ rn a 4810 - - -- 4810 50 m M m M m a m 50 m m m m �N mm .0. rn� �Im wl, n°i, n� 17 O?� 01N h00 u1N Vm Om Ohm �,I� N� NtD ':N '?m �.V] O W Q1p QI� fU� 00p n INN I�Mj f�rj �N �N `-N M M �M �M M N N N N N N �'.N ^N ppN N NN NN NN NN NN NN NN NN NN NN NN NN NN N m m m`- �aO so m''m m Qm a°g �� am ° �� �a �a as e� m < a� a� a as `Ta a 1+D0 2+00 3+00 4+00 5+00 6+00 7+00 1+00 2+00 3+00 4+00 ALPHA ALLEY WINNOW CIRCLE CAD NO. R502-009-39.DWG SHEET 39 OF 62 i CO 21 5" WID INVERT OUT FETS=4817.61 - - IT _ ALK AS SHOW \ \ � 3 .t IP CENTERLINE CURVE DATA _ (550. ) _��. R-300.00' + Z oZo STA. 1+00, BEGIN CURB & GER D ASPHALT INSTAUTTLL D D END BARRICADE SEE C.O.B. STD. DRAWING_ RAMPS ADDED CONSTRUCT 5' E // % �g. •I O IDEWALK AS SH CONSTRUCT 6' WIDE i i ; 00 SF) "---- , '1 1A SIDEWALK O.B AS SHOWN STD. O DRAWING NO. 02529-15 (2383.86 SF) Q z_ u LLI _ - -- p �' INSTALL 100 LF OF U STA. 5+01.7 - t` 33 CONSTRUCT 5' 43-3/4" x 26-5/8" CLASS III , Z RCPA WITH FETS 0 1.34% \ o fTi a IN L TYPE "A" v-- - - . SIDEWALK AS SHO O W W Y PEDE RIAN RAMP r i/ - 1 --- (1234.03 S (LENGTH INCLUDES FETS) 0 Zw Q W a SEE ETAIL 7 INVERT IN FETS=4818.95 W/ STREET Z QO REEi \ �' CONSTRUCT SPILL NAME SIGNS O �w C7 it NAME GNS CURB ON MEDIAN >w O W STREET -\- i QRw / � Q SEE C.O.B. STD. wU U U W vl O SIGNS /' r / w\QN �y DRAWING N0. 02528-1 V w w w O awz 0 0 ���..II I zo yo INSTALL CO CRETE �..I maw CROSSWALK 200.00 SF) /_/. y SEE SHEETS 51-59 FOR oN� SEE DETAIL INTERSECTION GRADES, BACK _ (f\ OF CURB POINTS AND LLJ PEDESTRIANDATA . . -�� \ ¢ Q R.Iso.Do' INSTALL TYPE "A" �� 0 00 STA 5+017 DATA L=ae.a9' PEDESTRIAN e=tB•3t'n' SEE DETAIL61 R� o - CONSTRUC WIDE - - SID -AS-SHQW�i'/- '� > » 06-sP) 4 m m m t -A � DRAWN BY: EB - � DESIGNED BY: KW.EB,NJ QUALITY CHECK: KEW DATE: 6/06 RECORD DRAWINGS o so' lOO 150 JOB NO B05-002 FIELOBOOK na APP)tOVED S C A L E rrl� h reorcrT rratt�ce ►ISZO-Fr NAME ak TITLE DATE TD& THOMAS,DEAN&HOS)MS,INC. pO0�EAA ENGINEERING CONSULTANTS SPOIV -BOZDYN-IWISPELL w NM LFWWON `W` LL z 4830r - - - - - ---- — - 4830 O Q a a a -- _ ---- ---------- m ---- ---------- ---- - --- ----- ---- -- �---- O w FINISHED GRADE ir Z 0 J w J (CENTER NE) O 4820 4820- — -- - -- EXISTING GROUND - --— 41 I I U -- -- i W Z d (CE TERLINE) as w ----� o Q Q 0 o wQ '- ---- ---- 0 W z 0O Q w� 0 w 4810 O W n � m 48,0 a vi o n 4 S N b + + yC 5 + E%ISTING G UND FINISHED RADE (CENTERLIN (CENTERLI E) 5 n m O I O17Tbr ra m °il a a a a a a a a a a a 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 'o gALPHA DRIVE CAD NO. R502-009-40.OWG SHEET 40 OF 62 y IT _ pRpl� Q 1 P ,� azo s+ap r \ Z 01_ o= SEE SHEETS 51-59 FOR INTERSECTION GRADES. BACK w O OF CURB POINTS AND �-A ,'�/ \ PEDESTRL4N RAMP TYPES. O V s U w _LRAfRIINF; W 0_0' I CURVE DATA CJ�` r_______ �/ J� `�` �W W W O71 i R=320.00' O LLwz p p p 0 n / r �w-F 0 50' 100' 150' o 0 I 0 SCALE o mmm DRAWN BY: EB DESIGNED BY: KW,EB,NJ QUALITY CHECK: KEW DATE: V06 JOB NO, B05-002 RECORDDRAWINGS FIELDBOOK na APPROVED NAME TITLE DATE HIGH POINT ELEV = 4829.04 THOMAS,DEAN&HOSHINS,INC. HIGH POINT STA = 4+68.03 TD&I� PVI STA = 4+68.03 ENGINEERING CONSULTANTS PVI ELEV = 4829.16 9 cRur rnus-eozEMv+-IwarEu mm, A.D. _ -1.40 � i�soi WAS" K = 5-1.4 W 70.00' VC J J Z Q o rn o m O Z + N + f V W w Q N m FINISHED GRADE m Q 4830 _ (CENTERLINE) Z t 4830 (n O Z 7 I _ 7 Z J ------ --- --- --- ---- -__J___ Lu Z a - --- ---- ---- --- _ ---- -- o a EXISTING GROUND (C RLINE) I o Q Q N - 0 `l w C7 0 w F � mc� J 4820 -- - - -- — Z 4820 Q °' > O 0,9 ±� 5 +0 O d EXISTING GR UND 5 FINISHED RADE y J LiJ S _ CENTERLIN - - - CENTERLI E) 3 W o nN a0N rn� rnrn a0N miw I`,o nN m� eN nm a,a c4 rom a0, IR f— m �N N NN NN Nt^V Nfmy NIN SIN Nry NN Nm c�Y� N� N� NI m NN < a� as �°hl �a °$� a'm ala m� Nwa �� a� a� �� �� 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 DESTINY ALLEY CAD NO. R502-009-4 .DWG SHEET Q1 OF 62 I \ / \ IT I _z oo Z ZZq o= ONSTRUCT 5' WI E 9�DEWALK AS SHO N / z TALK SEE SHEETS 51-59 FOR p Jt INTERSECTION GRADES, BACK F 4+81.6 /�� a \ OF CURB POINTS AND w 0 INSTALL PE "A" $_ /� / Q PEDESTRIAN RAMP TYPES. � Zz cr x � PEDESTRIA RAMP \ d /' Q p a SEE DETa p e1 / / • VA 61 i LL1 \ 3 4 }. Q -' /�/r j s / A SSIGNS /��` ,, o W a Q _1/ g / \U P�SCR ZG zo z a M , L) .•W wX �trWm / (n E0 EnO 000 wYo INSTALL CONC �o- - CROSSWALK 2' SF) ouai`3�' SEE DETAIL 1 60 • I R-490.00' Q I TALL TYPE 'A" L-158.I0' / \ 0 50' 100' 150' \ P ESTRIAN RAMP - / A`18''1'"' \ SE oEraL t I I I I I I I I o 0 0 W/ S C A L E NAMEISIGNS CONSTRUCT 5 WIDE SIDEWALK AS S OWN / v (36 SF) \ /�S o m m m DRAWN BY: EB DESIGNED BY: KW,EB,NJ QUALITY CHECK: KEW DATE: 6106 RECORD DRAWINGS JOB NO BOS-002 FIELDBOOK na APPROVED !!4� "gAa' r,�✓.x its io�' ' NAME TITLE DATE HIGH POINT ELEV = 4831.10 k� THOMAS,DEAN&HOSKINS,INC. HIGH POINT STA = 1 TD& ENCINEE 4 RINCONSVtA'ANTS PVI STA = 3+84.81 .81 c W Fins-.aozeua1_K Grlu uan PVI ELEV - 4831.22 LOW POINT ELEV = 4827.79 H Mcs— w a iwf o A.D. _ -1.40 LOW POINT STA - 8+88.18 K = 50.00 PVI STA = 8+88.18 ~ 70.00' VC PVI ELEV = 4827.70 w A.D. = 1.40 K = 35.71 m 50.00•VC Z (n o 0 o m n O = M e yak m m m m a U U VI W VI + m \ + m + m 9 N / Q m a O a _ m Z Z ~ 4830 0' 0 a s 4830 � 0 Z - -- - - - - - -- - - - -- ---- -- - ---- --- _ 70K. W Z J w EXISTING oa a > (CEI ITERLINE) Lq o: w- - FINISHED GRADE o N Z (CENTERLINE) o J m Q 4820 - - - m 4820 } y� +w p 0 ± CENTERUN yGP 5 FINISHED RADE w a JLLJ EXISTING G UND d w W CENTERLI E N n - - V)M mm 17M IOm 0 V1m LL)m �n <N On NN rn hN W� u7N O^ N� OM OI �N N. �N �N �10 Oil .O mOp� NN NN NN N� Nn NM NM NM Nr� Nj NN NN NN NN NN NN Too ee em ee ee � a elm —ee ee ea �� �� $� ee ea a i 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 TRIUMPH STREET CAD NO. R502.00942.DWG SHEET 42 OF 62 I 19 -10 Po Zze oo= W-4 OA \ 6 SEE SHEETS 51-59 FOR / INTERSECTION CURB GRADES. TS AND BACK ZO F G \ PEDESTRIAN RAMP TYPES. U ►��M a 640 o a z zw ►�yy a U T Z t f ��� Awl T )d /" ZUO z� 1+bO 2+00 3+00 _ - l_{- �i( NSTALL ONCR \ / LUX Ir X (i I 0 LEY S ) QR��� i Ww W W O awz _ E DETAIL 08 SF pN p CI p FZo R-OW00 �o o� eG SRN - ;= o o x Soy TIQ 1831'17' i a0 rQ �� 0 50' 100' 150' w w w TB S C A L E __vv T �9 '/ \ )o �� W DRAWN BY: EB DESIGNERECORD DRAWINGS QUALITY CHECK KW,EKEW QUALITY CHECK: KEW DATE6/06 APPROVED - NO ✓ PIjO 6Ci/'L1s�iK.F+Q_/�/ FIDEBLOBOOK 805-002a NAME TfTLE DATE HIGH POINT ELEV = 4834.43 T THOMAS,DEAN&HOSKINS,INC. HIGH POINT STA = 5.84 4 TD& ENGINEERING CONSULTANTS PVI STA = 4 834.5 GWAT FADS-DOZE" WA9-0 PVI ELEV = 4834.55 IewlsloK mulo A.D. _ -1.40 K = 50.00 70.00' VC m n q n } o a o d + m 4840 N w 4840 ZLil J Zi Z N Q - > a °' 7 - ., m a D 4830 - - -- 4830 Z EXISTING GROUND - FNISHED GRADE W Z (CE RLINE) (CENTERLINE) Y Q, IN 3 O uj V o J to (7 U r 4820 - - F 4820 �' W 0 t4j O ZZ L�u/ NUS 5EXIST FINISHED RADE a NG OR CENTIERLINE UND CENTERLI E (n OM D7N M h M M M n n 'ln 50 dN N� O O nri MI.j M�M lO� � OM M oNCMN4] WQ Om mpOj O �nn'7 NN Oh n17 O m 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 TRIUMPH ALLEY CAD NO. R502-00943.DWG SHEET 43 OF 62 I IT G 1A .A\ J A.rf y -/ NA >sq 06 sp io= CONSTRUCT 5' WID a '� zz_� SID ALK AS SHOW "\ ICI \ (36 SF) 7� : T _ - _ _ - - �l SEE SHEETS 51-59 FOR INSTALL INTERSECTION GRADES, BACK w iJ PEDESTR P OF CURB POINTS AND O a T 9 I SEE DIET L 1 ° / I PEDESTRIAN RAMP TYPES. O W O T LU 61 C9 SI V i W STREET Z V T p NAM SIGNS i W 2s / 2y �u' , \ /, 72 T Q \_ , \ ,4dD a �S�R�Ej W N wpm A w Ou Ocf I Q w/ EET , / \ 7 ocf z �'W es! o 2 T 9 . NAME SIGNS J v Ir INSTALL NCR ° E � w It¢ z -1 - • ® CROSSWAL 200 SFb I LU LU U U U W SEE DETAIL 1 — --- _ -� ~ 1�I�y.I �wz CON�RUCT 6 0 0 WIDE '� f 0 0(D 4— SIDEWALK AS SHOWN z FI �( INSTALL INSTALL TYPE i Q m STA. 1+00, BEGIN CURB h ` - q R-e3o DD PEDESTRIAN P 0 0 50' 100' 150' w w w GUTTER AND ASPHALT L=2 010-' 1 1 SEE DETAIL INSTALL DEAD END BARRICADE °'Ig3717 G 1 7v SEE C.O.B. STD. DRAWING 62/1 \ , - �LG� /cp S C A L E N0. 09810-2 . u 1 \\ /� G�ORy� -1s o c)F a �� v� ,° ,5 m 'm m T - \ DRAWN BY: EB DESIGNED BY: KW.ES,NJ RECORDDRAWINGS DUALITY CHECK KE DATE: 8106 JOB NO. B05-002 APPROVED FIELDBOOK ns NAME _- - TITLE DATE - HIGH POINT ELEV = 4836.49 THOMAS,DEAN&HOSKINS,INC. HIGH POINT STA = 5+34.06 TD& ENGINEERING CONSULTANTS PVI STA = 5+34.06 GREAT FALLS-90LEMNI-KKMELL MglfNM Sro E WASINNGl PVI ELEV = 4836.61 IEWWON IwnG LOW POINT ELEV = 4832.54 A.D. _ -1.40 LOW POINT STA = 11+28.09 K = 50.00 PVI STA = 11+28.09 70.00' VC PVI ELEV = 4832.45 A.D. = 1.40 W K = 35.71 W o n o n 50.00' VC Z o e N m v .E v� a c� 0 (n O O II a U U U U M w ry + o (n W 4840 -- -- m ® - i --- - --- --+ a - 4840 Q Z w Z n a m m N mF I ----- -_-- - -_-_ - - z Q-- - ----- - - -------- - ---- __ DO% � J EXISTING GROUND --------- --- w Z d o (CET ERLINE) 0 Q 4830 -- z-- - - -- - -- - - FINISHED GRADE 4830 W Z S (CENTER NE) 0 O J m n + G 5 a O W N EXISTING G OUND FINISHED RARE J W CENTERUN CENTERLI E a OI KI O R1 ID O p K1 .- 4820 4820� -- - 50 On 0 O ^ ?O m 0 � a0 O m:� � m �I/^L V/ ti �:Vl alfl Ma "'a MY '�N hN M10 nIG In�O MO MK) MKI ,a,�N ,aya na MO hM hM �M] MN MN MM M o elm e� e� a � as �m � as �a �� as a �� m�'� mM m m m m m on m m"' In m m m m m 4 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+OD 11+00 12+00 rc VINE STREET CAD NO. R502-009-44.DWG s SHEET 44 OF 62 8 i T --------- ----- _- I p oRN� U Z I QOQ w Z— yy TT iI - _ - - / `\• n=1 ' ' - - � LU CFNTFRIINF CURV DAT w R=300.00'L=97.03' 10fQ_ Ow IwC�I E" ; {- -}- SEE SHEETS 51 59 FOR I�.I _ — --- 3'--- W OFE CURB TI GRADES. K POINTS ON x z z I PEDESTRIAN RAMP TYPES. O -1 Z q i 'i/ N coo A a jcwi ". v Qn d z m wD' Df T W I � - MFT+�11 T 1+00 ------- - ------ --3+p0-- _ 0 ti -03.3 �{ T - - - _ -- s(R G � f -_" T 1 _ L- 3.26' , " 0I ' 50' too' 150 w w w e=S31'1T u l l l I I ; 2 Q Q O 0 0 S C A L E \, o DRAWN BY: EB DESIGNED BY: KW,EB,NJ QUALITY CHECK: KEW RECORD DRAWINGS DATE 6106 JOB NO. BOS-002 APPROVED FIELDBOOK na Ij2tNAME TITLE DATE TD& THOMAS,DEAN&HOSKINS,INC. HIGH POINT ELEV = 4839.75 ENGINEERING CONSULTANTS HIGH POINT STA = 6+51.12 srow'tie''s-WXZEM -KWSKU. wAcroNCfoN PVI STA = 6+51,12 IfYlYaltNl l ON LOW POINT ELEV = 4837.06 LOW POINTSTA = 2+36.43 PVI ELEV = 4839.87 A 0 PVI STA = 2+36.43 K = 50.00 } PVI ELEV = 4836.97 LI,I A.D. = 1.40 70.00' VC J K = 35.71 —� 50.00' VC N e,, a r0 0 } O 0 r a < a O 0 d =/ O N a ry ; ; Z Gi 4i bi >wca> m m Q ` m U W Z 1 4840: - -- - _ _. -__ _ _ _- - 4840 O Z 70 -0 7p- Z � Q .7 a ---- ---- J - - - ---- --- ---- ----- --_ --- --- ___ _ o a a EXISTING GROUND FINISHED GRADE O I�j,J LL (CE RLINE) (CENTERLINE) Y a Q N Z o a 0 Q o J m 4830 a - - !Z 4830 ± � 5 O EXISTING G UND Z FINIS ED EADE r a W rn CETERLIN - w 50 OD ^^ NN N� N� ,D� ,O� Oil ^f N� N� N� N� c, ,OM Om tOn N� N1 ^1. tC ID N O < 1� O O v? ^ W Y ^ O n n^ n^ n" M^ n^ nm nm n,m, n�' ni,O1.1 n°i n°f n°i wWi°0 n°P 14a �a as �a 3 �a am ml� °�,05 ma as < a aI < a a 1+00 2+00 3+00 4+00 5+00 S+UG 7+00 8+00 9+00 10+00 VICTORY ALLEY CAD NO. R502-00945.DWG SHEET 45 OF 62 IT - / R 70.00' W ',JIONA Quo. 19.67, Z W /1111 „Z02 W r-Tr 1 Q 0 i w o F. R U O -1 `�' INTERSECTION 0 SEE SHEETS SGRADES 1-59 OBACK w 0 OF CURB POINTS AND a w` z= �- / �Qy 1'�"� � w /' PEDESTRIAN RAMP TYPES. � j 44�0_ :- - f I N Z o z 1 L-436. W W W .' Q e=11F3117' �\ / 0 0 0 I`W� x jo 120 �a m W /, U / i I 0 50 100 150 W W W j I I I O �0 p S C A L E c - U RECORD DRAWINGS DRAWN EB DESIGNED BY: KW,EB,NJ APPROVED QUALITY CHECK: KEW DATE: 6/06 I�c�ltL L✓w.--�-- ��J T�jiA�.fTiE I�5/off JOB NO. 005-002 NAM TITLE DATE FIELDBOOK na TD&JO THOMAS,DEAN&HOSKINS,INC. HIGH POINT ELEV = 4845.63 ENGINEERING CONSULTANTS sGro�S-BWEN -Ku,s wash Ncro HIGH POINT STA = 6+56.82 LEWWON ° LOW POINT ELEV = 4842.90 PVI STA = 6+56.82 LOW POINT STA = 2+36.43 PVI ELEV = 4845.75 PVI STA = 2+36.43 A.D- _ -1.40 PVI ELEV = 4842.81 K = 50.00 A.D. = 1.40 70.00' VC K = 35.71 w 50.00' VC J mN aN0 � V+ + Z Q m O ..I a o a co m a o < 4850- N a N a > m 4850 0] (NJ U U W > O E>J Q m m W W Q/� Z yd QQ�, 1 0 - a7X z Z N O Q --- W- W Z d 4840 _- - __ - ____ 4840 0 Q 3 EXISTING GROUND FINISHED GRADE 0 o (CEP ERLINE) (CENTERLINE) a Q W z N U W (aA O Q - Z J CO +o } V EXISTING C UND FINISHED RADE O 4630 CENTERLIN CENTERLI E) I LLJ m N v1 0 0 50 �n N v1 0 �n 1 4830 M0 ID n 1�M Nw r0 OM Mb LLJ N� N� �On Ni0 b YMYMma.--- N�Ma a a �a te00 '1 *� o w mm It m � m� aa �Qf�^M �Y•M�M a a M .t m a m w 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 LOYAL ALLEY CAD NO. R502-009-4 .DWG SHEET 47 OF 62 i STA. 12+43.8 w j r IT ' IN L TYPE B" Q Ip m / PED IAN RAMP W _ STA. 11+90.8 SEE ETAIL 2 00 f INRT OUT IN ALL TYPE "B" s ` / PED TRIAN RAMP 61 �� W W f/` FET5=4841.30 a � 1ST '+� /�'// SEE ETAIL fit 7p 3, OQ r ff BLOC ,n�r11�„o -<O0 CON UCT 5' WIDE O �( INVERT IN 'S-� V o=� SIDEWA K AS SHOWN FETS=4843.05 �x 2 3 9+47.2 Q F INSTALL PE "A" "9C O y PEDESTRIA RRRAAA��1AAAP 7 (� Z �,' SEE DETAI s ta'q ' �zR O WWW F, w = zz Z v 0� LU t z �� 2U © >' k + I O ; w a LU 9 Q RNA A-- INSTALL CONCRETE R=150.00' 11 ��7 2p A B > R-t .00' QY Q - _, CROSSWALK 200 SF) L=sest' 1 • OU w ! 4 - — N 0 L�4 50 _ - � 1- SEE DETAIL 1 d-1831'51' 1, � mw C7 O FLO STREET wirwcc I f �___ .10 _ f J -� _ - �- - NAME SIGNS W w w INA W�wz CONSTRUCT 5' WIDE r "c) 1 Z SIDEWALK AS SHOWN ¢a't',i owe / INSTALL TYPE *I %I - _ PEDESTRIAN RAMP SEE DETAIL 2 \ STA. 2+56.8 CONSTRUCT 6' WIDE - INSTALL TYPE "B" SIDEWALK AS SHOWN INSTALL 100 LF OF \ \ \ �! PEDESTRIAN RAMP SEE C.O.B. STD. N T SEE DETAIL DRAWING N0. 02529-15 i t , 43-3/4" x 26-5/8" CLASS III CONSTRUCT SPILL 2 / RCPA WITH FETS ® 1.75% CURB ON MEDIAN 61 (7814.83 SF) (LENGTH INCLUDES FETS) SEE C.O.B. STD. y CONSTRUCT 5' 7 WIDE DRAWING NO. 02528-1 - A SIDEWALK AS SHOWN STA. 1+00, BEGIN CURB & (416.26 SF) CONSTRUCT 6' WIDE _ GUTTER AND ASPHALT - SIDEWALK AS SHOWN 8II INSTALL DEAD END AWINGBARRICADEA INSTALL TYPE "B" - SEE C.O.B. STD. SEE SHEETS 51-59 FOR I� I + i DRAWN BY: EB SEE C.O.B. STD. DRAWING -9 PEDESTRIAN RAMP - - - DRAWING NO. 02529-15 INTERSECTION GRADES, BACK I DESIGNED BY: KW,EB.KJ NO. 09810-2 �� SEE DETAIL a OF CURB POINTS AND �I I QUALITY CHECK: KEW (934.23 SF) 61 _ PEDESTRIAN RAMP TYPES. DATE: 6106 0 50' 100' 150' JOB NO. BOS-002 I I I i I I I i FIELDBOOK na S C A L E RECORD DRAWINGS APPROVED t✓�o.��-� /��dSEriaN,/�'i746�t __��SfaX. W NAME TITLE DATE > k THOMAS,DEAN&HOSKINS,INC. � TD& ENGINEERING CONSULTANTS Z 114AT FALLS-DDZII .-v SPILL r Q J s4ox E wws0 Tox LtwmaR rtwa 4850 -- - - - - - 4H50 Q Z 0 mF- --- - -- --- - --- --- o Z - - - - — -- J i Z FINISHED GRADE \\ ---- ''�—/ 0 Q 0 p EXITING GROUND (CENTER NE) w (CO ERLINE) Z 4840 - - - 9 4840 O Q 0 Q U O 0: v Q I_ U O 0 W 5 a s o 'I w EXITING GR UND CEINfERL1 ERADE d o w CENTERLIN ~ 4830 --- -- - 50 4830 O T M1 N m m n m N h n t u) m N OL r m N O b r n m a N ui a h ui ui ui ui vi ui N r N N ui ui ui ui ui ui via * N m m m a a.r a a a a a a a a a a a a a a 00 w a m m m m m a& m m m m oft m m1*0 +m a 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 LOYAL DRIVE 1CADNO. R502-009A8 DWG SHEET 48 OF 62 NU A N 1P ;a= STA 1+50 TO 13+50 INSTALL 1072 LF OF SINGLE WHITE SOLID PAINTSTRIPE STA 1+50 TO 13+50 dog SEE HUFFINE AND COTTONWOOD FOR BIKE LANE INSTALL 1200 LF OF DOUBLE FUTURE CURB V iZ� PLANS FOR INTERSECTION DETAIL YELLOW SOLID PAINTSTRIPE AND GUTTER o r FOR CENTERLINE COTTONWOOD ROAD C F 3 v - -�-��Tom.-+ _..._.�-. +-=+-� - - - - - -�- •-----=T--x--`� -- - .- s-�-.-.-��- -= Z z z ,2 Q 1+01) o 3+00 5+00 6+00 7+00 6+00 _4+00 10+00 11+00 12+00 - _ 0 _ - -- - - C40 rF7 _1 � 0 cc u -- - - - - - - --- - CONSTRUCT 10' WIDE 22• �• �• ICI W Y _ ASPHALT TRAIL `L wo A W I W I I Er SEE STREET SECTION Z Z Z J I I FOR DETAILS UU OG DU g �� s W I III O 1 I `" if U U U w a coU)( z l\\ <L III II \ \ I I IL SEE S 51-59 FOR O 'zo i ECTION GRADES, BACK n dTy �oL^ \ I Q CURB POINTS AND �a�i I I I PEDESTRIAN RAMP TYPES. I I I 15� 1 IU 1 O o 0 0 SCALE --- - - - N RECORD DRAWN m m to rie,o - APPROVED - - - - - - — - - 4850 SEE S E P A RAT DRAWN BY: EB DESIGNED BY: KW,EB,NJ NAME TITLE ATE DUALITY CHECK: KEW PVI STA 11+50 DATE: 6M - - TD&OILEIM�ON THO ENG DEAN&HOSKINS,tNC. PVI 4829.82 JOB NO. Bo6-0na ENGIIVEERTNG CONSULTANTS AD. _ -0.53 FIELDBOOK na -®gww-wWSMuSPOKAW WTI GrOM lore K = 80.59 150.00' VC 4riM10 >< — -- - -- - - - - 4840 PVI STA = 5+50 N M PVI ELEV 4822.30 m o AD. 0.55 M `� m K = 7L29 0+ m `* Q N Lj 0) i P o E E T - FINISHED GRADE --- — '^ '� NTER NE) �•72% z N ,7 _ 4830 .- - - N 4830 Q 0 in PLANS d d � W _--- _ -- _ -- - a � Z " -- - ---- - > a O '.000 -- ----_-- - m a f— _o— --------- z G —e-- - - ---- ---- cn o U 4820 - -_--- - EXISTING GROUND 4820 wZ -- (CE ERLINE) Q Q Q Noo d _ J m Z 0 rn p of 4810 rn + 5G4- 1 a+o - EXISTING JGRUND FINISHED RADE LLB CENTERL (CENTERU E � LL.I50 1° 1� Nn � � � O ^d 110 Olm -q � � nMO �NN^ 10� �Oi[I GD N Ol N tD °m °I LD m d O �O M] O, N �fl OII,^^N WO0VJ°0 � � �a �a �� �� °"�� °� as <� �a a� �� 'ONd� °�� �a OD da �a �w � wa d w t+00 2+00 3+00 4+00 5+00 5+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 9 COTTONWOOD ROAD CAD NO. R502-009-09.pWG ti SHEET 49 OF 62 i STA 13+50 TO 25+78 INSTALL 118 P T Air ?44.LF EACH OF 65"x40" °!t'�''- SEE SHEETS 51-59 FOR INSTALL 1177 LF OF SINGLE CL III RCPA ® 0.41R W/ FETS *� s R ? WHRE SOLID PAINTSTRIPE STA 13+50 TO 25+78 (LENGTH INCLUOES INTERSECTION GRADES, BACK -FOR BIKE LANE INSTALL 1229 LF OF DOUBLE INSTALL VALLEY GUTTER INV IN (W)=4845.87 OF CURB POINTS AND YELLOW SOLID PAINTSTRIPE REMOVE EXISTING tw PEDESTRIAN RAMP TYPES. FOR CENTERLINE SEE C.O.B. TD 0RAWIN INV OUT (E)�4845.40 BRIDGE COTTONWOOD ROAD (s02529 1 - azoo - F - �.� - �l651.9T -------- oo 15+00 E+00 17+00 16i00 `� 19+00 20+00 21+00 22+00 23+00 24+00 a es oz- _- --- VI = W 3 r y —x- —x—x—.x- —x—x- —r—x—a—a—x—x—a--x—a —x— — _ _-___-_- �z ^Q] —x—x—a�—x—x—x—x—x—x—x—x—x ( W O TT^^ UW 0 � ,5 L Ix Ir r. W x zZa Z0 o� STA 24+08 TO 25+78 1a U= W INSTALL 171 LF OF SINGLE v Z i > i, YELLOW SOLID PAINTSTRIPE -' FOR DRIVING LANEo o Q N L 30 W W$ CONSTRUCT 10' WIDE Q SEE STREET SECTION DETAILS ASPHALT TRAIL ��.- - - 00 L)M z wU U C) W J W W W O &Z C,no � r 00 x �o RECO RAWINGS "" o so' goo' 150' m APPROVED Fw� S CAL E 7� ois7 116-10-e NAME TITLE 446� ATE 0 THOMAS,DEAN& S,INC. m a ENGINEERING CONSUL S w V) T Euu-aoz[uw-IluisvEu morw- I w m IS I 485D __ DRAWN BY: EB I-- - - -� 4850 DESIGNED BY: KW,EB,NJ QUALITY CHECK: KEW ISHED GRADE --' DATE: Sm TCENT RLINE) - - _ - - JOB NO. BOS-002 10 FIELDBOOK na 4840 OTT ON O D EXISTING GROUND 4840 (COTERLINE) ROAD O _ _ Z O 4830 -- Q O -- -- 4830 N � Q O '.000 _ _ m Q z O cn O V Z � x 4820 cl Q Q o 0o a - - _ m z U O O 46111 U n .0 F- 'e40000 DID + m n + Ill 5 5 N W 1 EXISTING GR FFFI—NISHED RADE rn CENTERLIN CENTERLI E Ill O b n OC N N O I� N n 50 N O d a, w co co d a a d d 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 ICAD NO.COTTONWOOD ROAD SHEET 502-0O OF OF DWG SHEE 62 I RECORD DRAWINGS APPRyVED = f . kA1/ &%kri i� f� 1 P w te4 TITLE DATE J'�/ V�`a THOMAS DEAN&HOSKINS,INC. TD&*! ENGINEERING CONSULTANTS V C)o sPa,v+[us-fiotcwwwwsau wwsn�ONfuICI - 1'x-E MM. � �2 STA: 13+34.84 TJ�z z STA: 16+74.84 7 FFSET: 16.50 L I i 1�-� ---- FL=4827.61 OFFSET: 4832. R i z FL=4832.87 I STA: 16+74.84 O STA: 13+47.19 ' FFSET: 16.50 L FFSET: 14.25 L STA: 16+87.19 ' U FL=4827.87 OFFSET: 14.25 R FL=4832.87 O FL=4633.13 I STA: 16+87.19 �y STA: 13+59.54 O FFSET: 14.25 L U J W z OFFSET: 12.00 L STA: 16+99.54 I I =y � FL=4828.13 _ FL=48333 `4 OFFSET: 12.00 R I ( � co FL=4833.39 STA: 16+99.54 Z z u J STA: 13+79.54 + i FFSET: 12.00 L 3 STA: 13+3 .84 FFSET: 12.00 L ' FL=4833.39 a Q OFFSET: 18. R =48P8.44 STA: 17+19.54 p W FL=482 ,61 OFFSET: 12.00 R I STA: 17+19.54 W$ STA: 1+27 FL=4833.69 ' OFFSET: 12.00 L /n0 A W Z __ I FL=4833.69 Z a - FFSET: 12.0 L STA: 2+57 I O 4-4 STA: 13+47.19 STA: 2+03 �U (/] w FL=4821 i FFSET: 12. L OFFSET: 14.25 OFFSET: 12.00 l FL=4827. 7 Ir STA: 1+4 FL=4834.30 I ; FL=4834.30 w� W STA: 13+50.54 FFSET: 2.00 L STA: 1+83 STA: 2+77 rn rn U �U FL=4829. 9 I OFFSET: 12. 0 L w w w awz OFFSET: 12. R OFFSET: 12.00 L p p O Q ' FL=4834.44 FL=482 .13 1 I FL=4834.44 I i Lr.l rC)N STA: 1+59.35 W { FFSET: 14.25 L STA: 1+70.65 I i STA: 2+89. 5 ' FL=482 .26 OFFSET: 14.25 L FFSET: 1425 L ' i FL=4834.51 N � FL=4834.51 i STA: 3+66.43 STA:11+71.69 I FFSET: 16.50 ao FFS : 16.50 L ------ �TA:-1+SS3t--- ---- "---- ----- ' j �, STA: 3+01. 9 FL=4834.93 w w ' FL= 29.33 OFFSET: 16.50 L I - " I FFSET: 1 50 L _ -- FL=4834.58 ' =48 4. _ 0 0 0 - - STA: 1+001 - - - -- - I 0 _ - i OFFSET: 16.50 U Q� FL=4034.88 '� I z ^ _ Y - TYES tt1RA 1 -_ -F---- --- - + ---- --1- - -MNE51KLLI --- -- - -�-- t DRAWN BY- EB nkftff*P++QRAiF- DESIGNED By- W QUALITY CHECK:KWfEKEW � V __ I DATE: 6/06 Q JOB NO. 805-002 LU _ - FIELOBOOK na Z STA: 1+0Q STA: 1+7 .69 OFFSET: 16.50 I + . 9 OFFSET: 6.50 R FL=4834.88 OFFSET: 16.50 R OFFSET: 16 50 R u FL=4829. 3 _------ FL=_4834.58_ --- ----- l c i STN. 2 89 OFFSET:616. 0 R STA: 2+89. 5 Q STA: 1+5 .35 -----STA: 1+70.65 ---_--i OFFSET: 1 25 R FL=4834.93 OLf�8E�91 fi25 R OFFSET: 14.25 R i FL=4834.51 i FL=4834.51 ' STA: 1+47 STA: 1+83 ' STA: 2+77 STA: 14+5 .54 OFFSET: 12. 0 R OFFSET: 12.00 R OFFSET: 12. O R OFFSET: 12. R i I FL=48Y�58 I . 1+279.19 FL=4834.44 I i TA:2+ 7 STA: 1+27 OFFSET: 12.00 STA: 2+03 STA: 2+57 FL=4829.05 T OFFSET: 12.00 R i FL FL 12.0 R 0 STA: 14+fi�.5.88 FL=4834.30 I ; Q OFFSET: 14. 5 R STA: 14+33.54 STA: 17+73.54 i ` STA: 17+73.54 Z - FL-48,974- OFFSET: 12.00 L OFFSET: 12.00 R i OFFSET: 12.00 L FL-4829.28 FL=4834.59 FL=4834.59 0 STA: 14+7 .23 I STA: 14+53.54 STA: 17+93.54 I i STA: 77+93.54 m OFFSET: 12.00 R I OFFSET: 16. R ; OFFSET: 12.00 L FL=4834.95 I OFFSET: 12.00 L > Q J FL=482 .83 FL=4829.58 i i FL=483+05 z STA: 18+05.88 STA: 18+D5.88 0 m STA: 14+8 .23 ; STA: 14+65.88 OFFSET: 14.25 R i OFFSET: 14.25 L I m OFFSET: 16. O R OFFSET: 14.25 L FL=4835.11 I FL=4835.11 = z m FL=482 .139 FL=4829.71 __ la ,- i STA- � STA: 18+18.23 i (1) O i OFFSET: 16.50 R STA: 14+78.23 FL=4835.26 OFFSET: 16 L Z I OFFSET: 16.50 L FL=4835.26 i FL=4829.83 STA: 18+22.23 I STA: 18+22.23 W z 0 OFFSET: 16.50 R Z i ' OFFSET: 33 L STA: 14+82.23 FL=4835.33 � FL OFFSET:29.8950 L I FL=4835.33 O Z CO O INTERSECTION OF ADVANCE DRIVE & TRIUMPH STREET INTERSECTION OF ADVANCE DRIVE & VINE STREET O w J N w INSTALL 4 DELINEATOR POSTS ON DESTINY STREET; INSTALL 8 DELINEATOR POSTS ON TRIUMPH DRIVE; Lu NOTES: Lu INSTALL 8 DELINEATOR POSTS ON ADVANCE DRIVE. INSTALL 8 DELINEATOR POSTS ON ADVANCE DRIVE. PAINT 50.46 LF OF CURB ON DESTINY STREET; PAINT 100.92 LF OF CURB ON TRIUMPH DRIVE; STATIONING AND OFFSET ON CURB BULBS IS TO Z PAINT 100.92 LF OF CURB ON ADVANCE DRIVE. PAINT 100.92 LF OF CURB ON ADVANCE DRIVE. TOP BACK OF CURB; ELEVATIONS ON CURB SEE DETAIL 4 SEE DETAIL 4 BULBS IS TO FLOWLINE OF CURB. 62 62 CONSTRUCT CROWN TRANSITIONS AS PER CITY OF BOZEMAN STANDARDS. 0 20' 40' 60' INSTALL 2 TYPE "C" PEDESTRIAN RAMP CONFIGURATIONS. INSTALL 4 TYPE "C" PEDESTRIAN RAMP CONFIGURATIONS. I I I I I I SEE DETAIL e SEE DETAIL e S C A L C 61 61 CAD NO. R502-009-52.DWG SHEET 52 OF 62 I RECORD DRAWINGS o ....M �- IT APPROVED .1 1P _��z I✓o•-•-.----� J�.1�°'�C7 /`�i1�'/S1C.£ie J�S/o�_ -. ;�� i NAME TITLE ATE �f9 !."'tE C��` TD8010THOMAS,DEAN&HOSMS,INC. ENGINEERING CONSULTANT'S V RiUf BOZENW-KNbf'Ell MONtNJr. ZZe �- W15NMGiOn /� O= Dnno hN � z STA: 2D+,4.64 1 i Z � ' FFSET: 16.50 L FL=4838.79 I i CA i I ; STA: 20+27.19 STA: 23+74.84 i i i w O FFSET: 14.25 L OFFSET: 16.50 R I STA: 23+74.84 pFL=4839.08 FL=484 =STA: 23+87.19 i FFSET: 16.50 L U 0 w STA: 20+14.$4 1 STA: 20+39.54 ! d OFFSET: 16.50'R - FFSET: 12.D0 L OFFSET: 14.25 R i , FL=4843.75 U= FL=4839.37 FL=4843.91 I Z C J FL=4838.y9 I ST 1+27 STA: 23+87.19 3 z a ET: 12.00 L ' OFFSET: 14.25 L a QI, m ' STA: 20+59.54 FL 4839-79 STA: 23+99.54 ; I FL=4843.91 p Z STA: 20+27.119 OFFSET: 12.00 R W$ T FFSET: 12.00 L W OFFSET: 14.25',R I i FL=4839.73 FL=4844.07 STA: 23+99.54 wo a' W Z Ft=4839:Q ' TA: 1+47 OFFSET: 12.00 L STA: 2+57.28 zw ! FFSET: 12.00 L OFFSET: 12.00 L OL) L=4839.66 FL=4844.07 rI� STA: 24+19.54 i FL=4844.51 �� V o STA: 20+39,54 I STA: 1+59.35 OFFSET: 12.00 R ' STA 24+19.54 OFFSET: 12.Oa R ' OFFSET: 14.25 L FL=4844.21 OFFSET: 12.00 L w rf it� W m FL=12.00 7 I i FL=4839.51 STA: 2+77.28 U U LJ '^ STA: 2+03.28 I ; FL=4844.21 FFSET: 12.00 L w w w 0 �wz ' STA: 1+71.69 OFFSET: 12.00 L I ; FL=4844.31 O Mzo . ` FFSET: 16.50 L ! STA: 2+89.63 ^o �03 FL=4839.40 i STA: 1+83.28 OFFSET: 14.25 L// om� O ! STA: 1+75.69 j' OFFSET: 12.00 l96 I FL=4644.16 N t OFFSET: 16.50 L I FL=4844. ; STA: 3+01.97 m FL=4839.36 ' , FFSET: 16.50 L ' STA: 1+70.94 + ; FL=4844.05 W F - -- OFFSET: 14.25 L ' + + O <O - ---- FL=4845.03-- I ! W g STA: 3+05.97 ---- -------- -- --- I > OFFSET: 16.50 L - STA: 1+58.59 * FL=4844.01 0 ��- OFFSET: 16.50 L 0 to - STA: 1+00 -�'-- -- I W OFFSET: 16.50 L U `1 FL=4839.94 ,P Q Y Y} T �--- --1- - ----1-- FL=4645.40 -- --- m m m - / I VICTORY STREET - i I Q `� W N DRAWN BY: EB DES y > QUAILITYC HECKi KE - ----- DATE: 616 JOB NO.o --- --------- 1- W - LOYAL DRIVE F ELLDBOOK eos-ooa ---� A: 1+75.69 lr- \1 FFSET: 16.50 R --- - - - --- - QL=4839.36 /•\ TA: 1+71.69 ' FFSET: 16.50 R STA: 1+00 - L=4839.40 OFFSET: 16.50 R STA: 121+3 54 I i TA: 1+59.35 FL=4845.40 STA: 1+58.59 STA: 3+05.97 OFFSET! 12.0 R 'I FFSET: 14.25 R OFFSET: 16.50 R OFFSET: 16.50 R (' FG=484 4 =4839.51 FL=4845.10 FL=4844.01 Z r TA: 1+47 STA: �1+45. 8 FFSET: 12.00 R STA: 1+70.94 STA: 3+01.97 Q OFFSET: 14.25 L=4839.66 OFFSET: 14.25 R OFFSET: 16.50 R FLa4841. 7 FL=4845.03 FL=4844.05 i STA: 21+13.54 S A: 1+27 Z STA: ?�1+58. 3 OFFSET: 12.00 L OFFSET: 12.00 R STA: 1+83.28 STA: 2+89.63 O 0OFFSET: 16 R FL=4840.63 F}=4839.93 OFFSET: 12.00 R OFFSET: 14.25 R 41. FL4841 9 ! FL=4844.96 FL=4844.16 (n m ' STA: 21+33.54 J STA: 21+62. I OFFSET: 12.00 L STA: T: 12.8 Q - -OFFSET-+T6.50 OFFSET: 12.00 R Z FLa16.60 ' ! FL=4840.94 FL=4844.31 Q m STA: 21+45.88 m I,- m OFFSET: 14.25 L Z T i FL-4841.07 ' I STA: 21+58.23 Z V OFFSET: 16.50 L W i FL=4841.19 Z Q STA: 21+62.23 Z ' OFFSET: 1 L Q N Q FL=4841.25 C� p Z In 0 INTERSECTION OF ADVANCE DRIVE & VICTORY STREET INTERSECTION OF ADVANCE DRIVE & LOYAL DRIVE o w J � W INSTALL 4 DEL NEATOR POSTS ON VICTORY STREET; NSTALL 8 DELINEATOR POSTS ON VICTORY STREET; NOTES: INSTALL 8 DELINEATOR POSTS ON ADVANCE DRIVE. INSTALL 4 DELINEATOR POSTS ON ADVANCE DRIVE. Z STATIONING AND OFFSET ON CURD BULBS IS TO PAINT 50.46 LF OF CURB ON VICTORY STREET; PANT 100.92 LF OF CURB ON LOYAL DRIVE; TOP BACK OF CURB; ELEVATIONS ON CURB PAINT 100.92 LF OF CURB ON ADVANCE DRIVE. PAINT 50.46 LF OF CURB ON ADVANCE DRIVE- BULBS IS TO FLOWLINE OF CURD. SEE DETAIL SEE DETAIL 62 62 CONSTRUCT CROWN TRANSITIONS AS PER CITY OF BOZEMAN STANDARDS. O 20' 40' 60' INSTALL 2 TYPE "C" PEDESTRIAN RAMP CONFIGURATIONS. INSTALL 2 TYPE "C" PEDESTRIAN RAMP CONFIGURATIONS. I I I SEE DETAIL e SEE DETAIL e S C A L E 61 61 CAD NO. R50Y-009-53.DWG SHEET 53 OF 62 i STA: 5+01.63 FFSET: 12 3 L _ - µIT g STA: 2+81.83 FL=4830.04 1 P 4820 FFSET: 12. .7600 L FL= \ �+d"�L STA: 2+94.75 STA: 5+13.97 FFSET: 14.55 L 6 FFSET: 14.25 L " FL=4820.83 STA: 3+50. ----- F1=4829.88 r �ox FFS "50 L - ��/ STA: 5+26.32 Zzo STA: 2+45.23 STA: 3+08.03 2L1�I- FFSET: 16 / w.y MIA OFFSET: 12.0 L FFSET: 16.50 L -- FL=4 % 3 FL=4820.51 FL=4820.90 - STA: 2+32.31 STA: _ .- STA: 4+61.63 C/1 VJ OFFSET: 12.00 L 'Z F OFFSET: 14.53 L 16 5@'L FL=4830.32 UI FL=4820.35 �L=4 3 RECORD DRAWINGS Z 1 STA: 4+49.28 0 APPROVED OFFSET: 14.25 L a STA: 2+19.43 w r7. OFFSET: 16.50 L L✓a - �'��_F. FL=4830.39 0 _ NAME TITLE DATE STA: 4+36.93 U O J -- -1` OFFSET: 16.50 L TD&� THOMAS,DEAN&HOSKINS,INC. FL=4830.46 ENGINEERING CONSULTANTS �W,{ O 777 i�s-e0zcur.�-rx�sxl. WANST6N STA: 3+94.83 �-Q-- 3 z a 11.0 OFFSET: 16.50 L - - -1 �- FL=4830.67 - -1- VENUE - STA: 3+50.71 _ / I A z TEA OFFSET: 16.50 R _ .1 GOAD A: 3 FL=4821.13 �FFSEF:1 6.50 R V`J L=4820 9350 R - - ,- FL=4829.73 W /_ cr U L)L) -Z STA: 5+13.97 w w w 0 awz STA: 3+05.29 ,-" OFFSET: 14.25 R p zo OFFSET: 16.50 R _ _ - FL=4829.88 _ FL=4820.90 1.63 STA: +21.65 STA: 2+93.65 _ --` - - O FSEF:012.0 R �N OFFSET: 6.50 R OFFSET: 13.98 R - FL 4830.04 N FL= 1399 FL=42+81. STA: 2+33.41 OFFSET: 13.99 R STA: 2+81.83 H F F FL 4820.35 OFFSET: 12.00 R STA2+45.23 INSTALL 8 DELIN TOR POSTS ON GOLDEN TE AVENUE. FL=4820.76 i A: 16.50 3 O p OFFS 12.00 R ,i/ 0 ET: 4830. R INSTALL 8 DELINEATOR POSTS ON ESTINY STREET F=4820.51 FL=4830.46 PAINT 101.07 LF CURB ON GOLDEN GATE VENUE. 0 20' 40' 60' STA: 4+49.28 \ PAINT 100.92 LF OF CURB ON D STREET. c SEE DETAIL fit 1 I S C A L E I �`OFFSET:36 508R FS ET: FL=4830.39 \ SEE DETAIL fit N FL=4830.67 STA: 4+61.63 >- y�. OFFSET: 12.00 R \ m m m MID-BLOCK GOLDEN GATE AVENUE FL=4830.32 DRAWN BY: EB NOTES: DESIGNED BY: KW.EB.NJ STATIONING AND OFFSET ON CURB BULBS IS TO MID-BLOCK TRIUMPH STREET QUALITY CHECK: KEW DATE: 6106 TOP BACK OF CURB; ELEVATIONS ON CURB JOB NO. 805-062 BULBS IS TO FLOWLINE OF CURB. \ \ FIELDBOOK na CONSTRUCT TRANSITIONS AS PER CffY STA: 5+21.72 OF BOZEMAN STANDARDS. STA: 7+41.53 FFSET: 12.00 L \ FFSET: 12.00 L FL=4625.64 \ FL=4834.79 STA: 5+34.06 ST�42 +88.91 FFSET: 14.25 L : 16•0_ - STA: 7+53.88 FL=4825.71 FL -- FFSET: 14.25 L FF - - FL=4834.63 � STA: 5+46.41 Il STA 7+66.23 - (' FFSET: 16.5 _/ =483FFSET: 16.59,_L Z FL� \ FL-48/ - Q STA: 4+81.72 STA: 7+01.53 OFFSET: 12.0 L OFFSET: 12.0 L / Z FL=12j00 6 `\ FL=4835.07 O I / -� -1- - STA 6+89.19 STA: 4+69.37 OFFSET: 14.25 L OFFSET: 14.2s L \ ,1- FL-4825.21 - 1 FL=4435.14 -- > Q _ STA: 6+76.84 _ -- Z m STA: 4+57.02 -- --- \ OFFSET: 16.50 L m Q OFFSET: 16.50 L - _ - - FL=4835.21 coFL=4825.05 rY Z STA: 6+34 74 - / Z STA: 5+88.91 OFFSET: 16.50 L OFFSET: 16.50 R FL=4835.43 W _ --- STA: 5+46.41 _ - /f STA: 7+66.23 � Z --k' OFFSET: 16.50 R -, / FFSET: 16.50 R a N Q --- FL=4825.78 - }. -- FL=4834.48 Ur O Z - - STA: 5+34.06 STA: 7+53.88 J M O OFFSET: 14.25 R OFFSET: 14.25 R 1--- FL=4825.71 -- FL=4834.63 STA: 7+41.53 } L) OFFSET: 12.D0 R STA: 2' 2 _--1- OFFSET: 12-00 R O W FL=4825.64 - FL=4834.79 J w / w OFFS +57. 2 +76.8% OFFSET: Z FL 4825.05 INSTALL 8 DELINEATOR POSTS ON ALPHA DRIVE. i/STA; 6,yyy; FL 4835.21 ST 4+69.37 _ 0��-.-16.50 R INSTALL 8 DELINEATOR PO ON TRIUMPH DRIVE. 0 14.25 R PAINT 100.92 LF OF C B ON ALPHA DRIVE. =� FL=4835.43 STA: +89.19 INT 100.92 LF OF CURB IN TRIUMPH DRIVE. FL 4825.21 SEE DETAIL e4 - `` OFFSET: 4 35. R S E DETAIL A 4+81.7 62 FL=4 35.1 44 4 62 OFFS 12.00 R STA +01.53 =4825.36 ` OFFSET: 2.00 R MID-BLOCK ALPHA DRIVE MID-BLOCK VINE STREET CAD NO. R502-009-56.DWG SHEET 54 OF 62 i I, STA: 7+88.76 I _cp OFFSET: 41.00 R I FL-4824.15 I RECORD DRAWINGS = ` IT I li PAINTED CURB APPROVED STA: 12+90.98 STA: 14+.00 L 4`d, l fV�•? I OFFSET: 46.00 L np. OFFSET: 46.00 L 7S• �`� �i W = - iT-of- Af� ' ( ) R= R Q NAME TITLE DATE . 4e _j FL=4624.13 Q „ ISTA: 121.01 L 0 THOMAS,DEAN&HOSKINS,INC. f l �o I OFFSET: 41.01 L � U U v TD& F.NGINEERINGCONSULTANTS zzGREA - W FL=4824.01 O } 1 i1Q z Z OiWFEN15-BOUM�w-WwSVEu �3 IQ STA: 12+31.20 Z C O Q OFFSET: 24.39 L STA: 14+05.08 0 0O y of FL=4823.81 STA: 12+90.98 OFFSET: 24.00 L F "Q7 �1 Z FFSET: 24.00 L FL=4825.25 Q INSTALL 12 DELINEATOR POSTS ON ALPHA DRIVE. O Z O [� T1 O FL=4824.45 :RIVE U PAINT 203.46 LF OF CURB ON ALPHA DRIVE.0 13+00 14+ 14+ oa �p o��STA: 12+66.98 ALPH xINSTALL 1 TYPE "F" PEDESTRIAN RAMP CONFIGURATIONS (NW CORNER). �OSTA: 11+94.67 OFFSET: 0.00 R < SEE DETAIL OFFSET: 16.50 L FL=4824.6410 FL=4823.62 - - -- 1 - ►'oJ - -F- 62 v a< d 'ZZ"m >� STA: 14+29.08 N W W Y 'b OFFSET: 0.00 INSTALL 1 TYPE "G" PEDESTRIAN RAMP CONFIGURATIONS (SW CORNER). p N FL=4824.99 SEE DETAIL 2 Zw o o A Z,z 62 � J, Np plJ yN >Ww� dzm STA: 14+05.08 w In STA: 12+90.98 OFFSET: 24.00 R CONSTRUCT E "J PIED TRIAN O 0 C z P° OFFSET: 24.00 R FL=4825.25 RAMP AND SI WALK CON URATION ao FL=4824.45 WITH TRUNCAl I DOI 4E P1 ELS O �..I maw STA: 11+94.67 n 04 STA: 124.39 R * N N OFFSET: 4823. R OFFSET: 24.39 R )j ^N.0 FL=4823.62 FL=4823.81 STA: 12+67.86 OFFSET: 41.01 R QO FL=4B24.01 DELINEATOR POST STA: 14+14.08 STA: 12+90.98 (TYP.) OFFSET: 46.00 R OFFSET: 46.00 R FL=4824.92 w w vl FL=4824.13 STA: 9+10.76 m m m OFFSET: 41.00 R I I FL=4625.62 I I DRAWN BY: EB DESIGNEINTERSECTION OF ALPHA DRIVE & COTTONWOOD ROAD QUALITY CHECK: KW,EKE O 2O� 4O� GOB QUALITY CHECK: KEW I 1 I I I I DATE: 6106 S C A L E JOB NO. 005-002 FIELDBOOK - I STA: 23+7,.13 STA: 23+73.13 OFFSET: 16.50 R OFFSET: 16.50 L NOTES: FL=4844.00 FL=4844.00 STATIONING AND OFFSET ON CURB BULBS IS TO STA: 23+8�.47 STA: 23+85.47 STA: 22+38.26 1 1 TO B PB SACK TO FCURBINELEVA OF IONS ON CURB 1 OFFSET: 14.25 R OFFSET: 14.25 L OFFSET: 41.00 R Q FL=4844.37 STA: 11+�90.25 FL=4844.37 FL=4843.33 0 CONSTRUCT CROWN TRANSITIONS AS PER CITY OFFSET: 12. 0 L STA: 23+9�82 STA: 23+97.82 OF BOZEMAN STANDARDS. V FL=4.45.. OFFSET: 12. 0 R OFFSET: 12.00 L STA: 14+01.25 O STA: 13+40.69 Z FL=4844.77 FL=4844.77 OFFSET: 4843. L OFFSET: 4845. L FL=4843.69 STA: 11+70. 5 s� Q FL=4845.44 cl OFFSET: 12.00 STA: 24+1'.82 LU �- Z FL=4845.8 OFFSET: 12;OOR STA: 24+17.82 Q FL=484 .37 ZD) OFFSET: 12.00 L Q Z a/ LU FL=4845.47 F O r^ STA: 1 1+58.59 i ; STA: 12+44.25 F V OFFSET: 13.80 L FFSET: 12 00 L Q FL=4845.70 Q U N_ m L FL=4846.1i 7 J STA: 11+47.45 i l CURB BULBS: OFFSET: 16.50 L Q Q D FL=4845.55 STA: 13+40.89 14+01.25 z m C7 INSTALL 4 DELINEATOR POSTS ON LOYAL DRIVE; 0 -- - ,P z - STA 13+11.19 OFFSET: 12.00 L ET: 12.00 L INSTALL 4 DELINEATOR POSTS ON GOLDEN GATE DRIVE. m Q W - OFFSET: 25.47 L FL=4846.11 14}00 844.18 14+ 7.ZS 1'_ m 1 FL=4845.92 J PAINT 50.48 LF OF CURB ON LOYAL DRIVE; = z / Q STA: 12+64.25 = OFFSET: 0 00 5R SEE TDET.46 LF OF CURB ON GOLDEN GATE AVENUE. N 0 U OFFSET: 12.00 L 2q <� ro FL=4844.16 e Z V FL=4846_44- 1 M I - - - -- - - - - I - 62 Ill z STA: 12+64.25 J L' FFSET: 12.00 R 11 a z iii - 46.44 STA: 13+28.89 MEDIAN AREA: Q W Q 1 -SET: 0.00 L 8 r^ O Z 4846.55 STA: 13+11,19 CON UCT PE PEDESTRI N INSTALL 8 DELINEATOR POSTS ON LOYAL DRIVE. V OFFSET: 29 R STA: T: 12. 0 14+01.25 RAMP ND IDEW CONFIGU TION m FL=4845.92 OFFSET: 12.00 R 59 R WITH UNC TED ME PANELS PAINT 161.58 LF OF CURB ON LOYAL DRIVE. J O FL=4846.11 844.59 Q .� DELINEATOR POST } PAINTED CURB LOYAL DRIVE & GOLDEN GATE AVENUE: O w 11+43.1 i INSTALL 1 TYPE "C" PEDESTRIAN RAMP CONFIGURATIONS (NW CORNER). OFFSET: 16.50 R SEE DETAIL 3 IIJ FL=4845.52 --- h2- 61 Z STA: 11+57.08 INSTALL 1 TYPE "D" PEDESTRIAN RAMP CONFIGURATIONS (NE CORNER). OFFSET: 14.80 R STA: 13+40.89 STA: 14+01.25 SEE DETAIL eq FL=4845.69 OFFSET: 34.00 R OFFSET: 34.00 R FL=4845.44 FL=4845.01 I I 61 STA: 1 1+70.25 OFFSET: 12.00 R FL=4845.85 STA: 23+36.26 OFFSET: 41.00 R LOYAL DRIVE & COTTONWOOD ROAD: FL=4845.07 INSTALL 2 TYPE "H" PEDESTRIAN RAMP CONFIGURATIONS. SEE DETAIL�3 INTERSECTION OF LOYAL DRIVE & GOLDEN GATE AVENUE/COTTONWOOD ROAD 62 CADNO, R502-009-56 DWG SHEET 58 OF 62 i * IT 1 1P i STA: 1+02.33 A OFFSET'. 35.69 HUFFINE LANE � FL=4814.99 STA: 1+01.67 FFSET: 35.24 L r Qom FL=4815.35 v RECORD DRAWINGS STA: 1+05.46 STA: 1+02 STA: 1+04.79 CONSTRUCT TYPE LK PEDESTRIAN 0 zzg OFFSET: 37.32 R OFFSET: 0.00 R RAMP AND SIDEWALK CONFIGURATION p -2= FL=4815.17 OFFSET: 36.97 L = H.I �¢ FL=4814.78 WITH TRUNCATED DOME PANELS ?P ry� FL=4815.14 w< 3 APPROVED Z 0 NAME TITLE "A w a i� O¢Z O hiy TDFC ` THOMAS,DEAN&HOWINS,INC. 0 3 W � ENGINM:ERING CONSULTANTS crrui rws-OoieMNo-aursaeu uoNTMM Q- STA: 1 35.48 5 LEWST E wnsreran»I 'o ET* 3 R O F+1 z w mnsra+ iwuo S 53 R OFFS 28.00 R x=p Q iFL=48f4.65 U �y _ _ I W Z G7� STA: 1+34.29 a j Q Z a OFFSET: 28.00 L 1rI ILY1 4,64- IIY I A-1-*34Z� - - o¢O W W STA: 1+35.48 d 45.nn [ _ _ _ _ J INSTALL 16 DELINEATOR POSTS ON ADVANCE DRIVE. ��o 0 A W z OFFSET: 46.00 R FL=4814.10 OZ In O w FL=4814.11 - - - PAINT 203.48 LF OF CURB ON ADVANCE DRIVE. =w w A ti 1 :1V 12H jU m W O� IY If STA: 1+98.69 INSTALL 2 TYPE "I" PEDESTRIAN RAMP CONFIGURATIONS. STA: 1+98.69 5 FFSET: 28.00 L SEE DETAIL $ rn 1n(n OFFSET: 28.00 R FL=4815.10 62 0 0 0 �Zp FL=4815.10 STA: 1+98.69 o O p �03 STA: 1+98.69 OFFSET: 46.00 L c�0 OFFSET: 46.00 R FL=4814.57 n O VSTAF L41114.57m 2+33.69 STA: 2+33.69 Q: 28.00 R OFFSET: 28.00 L P SD- Nj sf D O STA: 2+33.69 I STA: 2+33.69 m m(J OFFSET: 46.00 R I OFFSET: 46.00 L w w V)i FL=4814.82 FL=4814.82 DELINEATOR POST m m m F (TYP.) DRAWN BY: EB 56 R 56 R DESIGNED BY: KW,EB,NJ ? QUALITY CHECK: KEW STA: 2+37.70 N� DATE: 6106 OFFSET: 46.60 R FL=481'"5 STA: 2+37.70 JOB NO. 805-002 OFFSET: 46.00 L FIELDBOOK na STA: 2+37.70 FL=4814.85 OFFSET: 28.00 R - STA: 2+37.70 FL=4815.39 ST 65.70 OFFSET: 28.00 L : 0.00 R FL=4815.39 STA: 2+60.82 = 15.96 OFFSET: 41.01 R D STA: 2+60.82 FL=4815.03 OFFSET: 41.01 L FL=4815.03 STA: OFFSET: 37.44 R STA: +68.69 Z L=4t515.09 OFFSET: 37.44 L O FL=4815.09 0 STA: 2+97.47 STA: 2+97.47 < ,-7 -- OFFSET: 24.39 R `, m FL=4815.32 Z PAINTED CURB FL=4815.32 0 20' 40' 60' O v ( -) I 1 I 88.5'1, 88.5•R m S C A L E � Q J Q Z m Q m STA: 3+34.0V Z m OFFSET: 16.50 R STA: 3+34.01 N O FL=4815.06 OFFSET: 16.50 L 2 FL=4815.06 NOTES: w Z V STATIONING AND OFFSET ON CURB BULBS IS TO 0 a TOP BACK OF CURB; ELEVATIONS ON CURB 2 Z BULBS IS TO FLOWLINE OF CURB. Q N Q STA: 3+96.99 I STA: 3+96.99 CONSTRUCT CROWN TRANSITIONS AS PER CITY O Z OFFSET: 16.50 R FFSET: 16.50 L OF BOZEMAN STANDARDS. J m O FL=4814.62 FL=4814.62 } U J W N W H z I INTERSECTION OF ADVANCE DRIVE & HUFFINE LANE I.A.NO. 8502-009-59.DWG SHEET 59 OF 62 i ...........T.4 IT w 60'-0" VL ALLEY 0- a 20' 0" loo ¢ 13'-6" 33' 0" 13-6" it a a zoo 1' O�. 5,_p�� p_6' 2• p^ 14'-6' 14'-6' 2'-0' 7--6- 3'-0" 14' 0"-6" 5'-0" �1.-0. ICI �r SIDEWALK BOULEVARD TRAVEL WAY TRAVEL WAY BOULEVARD SIDEWALK PROFILE 3% 37 FINISHED CONCRETE CURB ti••s.x• 9" GRADE & GUTTER 2�0% - } In 7 7 1/4" PER FT 1 4" PER FT 3" CRUSHED GRAVEL Z .: SHOULDER hit [.w LDER� 3" ASPHALTIC CONCRETE 0 O 4" THICK SURFACE COURSE w uj a CONCRETE _ ~ x �- - 4" THICK 6" CRUSHED GRAVEL BASE SIDEWALK .} ASPHALTIC CONCRETE CONCRETE EXISTING COURSE U _ SURFACE COURSE (1-1/2" MINUS) SIDEWALK GROUND 4" CRUSHED GRAVEL GEOTEXTILE EXISTING J �-6" CRUSHED GRAVEL BASE 18" GRAVEL SUBBASE (6- MINUS) SUBBASE LEVELING GROUND COURSE (1-1/2' MINUS) 4" CRUSHED GRAVEL 3 Z w COURSE L IS- GRAVEL SUBBASE (6" MINUS) SUBBASE LEVELING a QI, =1 N COURSE TYPICAL ALLEY SECTION m w W$ 33' WIDE ROAD SECTION o 4' n' o� A >� d zm i I4 I8 I? RECORD DRAWINGS SCALE �Q oo C Wzi ao S C A L E APPROVED AME TI LE DATE oo- O b THOMAS,DEAN&HOSKINS,INC. TD&� ENGDYEERINGCONSUI,TANTS 8' EMERGENCY GI`OK rN15-BOZEIANI-KALiSPELL WNfNU � 12' DRIVING LANE 11' DRIVING LANC sracwe wtisNiNeroN PARKING/BIKE LANE w U 2 O REMOVABLE EXPANSION 35'-O" 25'-0" J )::� GRATES JOINT > >> w o co co a 32-0" r------ - -- -�CI r_�___ ___ _�I -. - - a - DRAWN BY: ES 10'-O. 8'-0" 2,-D" 14-0" 14'-0" 2'-0" 9'-0" vwi x. o 1'-0" PROFILE B I DESIGNEDBY: KW,EB,NJ SIDEWALK/TRAIL BOULEVARD TRAVEL WAY TRAVEL WAY MEDIAN FINISHED CONCRETE CURB I GRADE 4 _ i i QUALITY CHECK: KEW 9" 2.0% -----r- -R_____ & GUTTER DATE: 6i06 2 it ,0$ 1/4" PER FT 3.0% 3'1 4 JOB NO, B05-002 3.0% FIELOBOOK na 3" THICK q 4 ASPHALT TRAIL i it 76" CRUSHED GRAVEL \\\ CONCRETE CURB SE COURSE (1-1/2- MINUS) 5" ASPHALTIC CONCRETE `GEOTEXTILE GUTTER (SPILL) SURFACE COURSE (2 LIFTS) GRAVEL SUBBASE EXISTING (6" MINUS) 6" CRUSHED GRAVEL GROUND BASE COURSE (1-1/2" MINUS) 18" GRAVEL SUBBASE (6" MINUS) TYPICAL SECTION WEST 1/2 COTTONWOOD ROAD DOUBLE. INLET DETAIL 2 Z v> NO SCALE 60 0 IIIII I I � < SCALE 0 z cl Z06 ASPHALT 6" REINFORCED TINTED NEENAH FOUNDRY NO. R-3295A HEAVY DUTY (n O CONCRETE, TYP. CAST IRON GUTTER INLET FRAME, TYPE DL GRATES Z 12•_6•� 5'-0" 35 1 2` & CURB BOXES OR EQUAL Z 0 Q -3" RAD. QO 12 3/4"f W6S2 - Z12 3/4"f W W 6" REINFORCED 0'^ N CONCRETE V CROSSWALK // #4's AT 12" O. ,..j m 10 0" I .. W6X12 J EACH WAYQ W (VERY. AND NO w PIPE PIPEGEOTEXTILE FABRIC 3 ASPHALTIC CONCRETEBROOM FINISH ON� URACE COURSE f i18" GRAVEL SUBBASE (6" MINUS)ALL SURFACES D BASE GRAVELJOINT, TYP. COURSE (1-1/2" MINUS) CONCRETE CROSSWALK SECTION Y-^AI EACH WAY #4's AT 12" D.G. 6" 2'-0' 6" 60 (VERT. AND HORIZ) CONCRETE CROSSWALK DETAIL 1 - 60 CURB INLET SECTION B CURB INLET SECTION C II0 ,CPI E g0 NO 5(Al F 60 CAD NO. R502-009-60.DWG SHEET 60 OF 62 i * O N..TA IT 1P '•e• .. ° % � ° 5•. • SIDEWALK ZQ ' NOTE: SEE C.O.B. STD . ^•,' i z .. - - '- ---------- - -- ---- - '- - - - DRAWING NO. 02529-8 F. SIDEWALK 0- SIDEWALK FOR ADDITIONAL DETAILS z a Z t z' BOULEVARD (TYP.) I V) Z ryi o II O MAXIMUM SLOPE a MAXIMUM SLOPE •. ^. •. w O 24"x60" TRUNCATED IIc�yy DOME PANEL µy z li 24"x60" TRUNCATED O 24"x60" TRUNCATED a- - -- OU Q w m DOME PANEL m DOME PANEL N `. i „']1 V BACK OF CURB BACK OF CURB ; Z `yTJ •- °oo°pp F.-------------- ppo pa oo° z w p up000"000p � Q �m °po ppo ppo opp po ppo p ppo In o W Z ro P MAXIMUM SLOPE 00 z,a 5'-0` F GUTTER•F GUTTER - i OcJ ��w FRONT OF CURB - FRONT OF CURB m U)w c wD: �� � Wmi > m cn u) A W ww O o coo wz xzo 0 TYPE "A" PEDESTRIAN RAMP DETAIL Kj1 TYPE "B" PEDESTRIAN RAMP DETAIL NO SCAB, 61 III 3CAI L 61 BACK OF CURB w W W MAXIMUM SLOPE 24"x60" TRUNCATED ❑< <Q❑ DOME PANEL U RECORD DRAWINGS TYPE "C" PEDESTRIAN RAMP DETAIL 6NO SCALE 1 m mm AP��PP/RO��V,,E�D /CC'�i'1 I./-+-J i oJEcT 07huAT tae //i-/a DRAWN BY: EB NAME TIRE DATE DESIGNED BY: KW,EB,NJ QUALITY CHECK: KEW THOMAS,DEAN&HOSKINS,INC. DATE: 6106 24"x60" TRUNCATED TD& JOB NO. B05-002 DOME PANEL =' �� u:E�tEEss�u CONSULTANTS uoNUN� FIELDBOOK na SPOKA[ wwsllNcraN LEWI590N InM10 MAXIMUM SLOPE ! ' rQ � II J NOTE: SEE C.O.B. STD. m.�. DRAWING NO. 02529-8 f' _, ��y 7.5' BLVD. O '• FOR ADDITIONAL DETAILS I Z I - MAXIMUM SLOPE VJ •,_--- i SIDEWALK (C¢n CL 010, m Q NOTE: SEE C.O.B. STD. `, 0 j Z �` p05. fi• DRAWING NO. 02529-8 (� 0 FOR ADDITIONAL DETAILS `�� - •- Z 24"x6O" TRUNCATED 24"x60" TRUNCATED DOME PANEL ��\ MAXIMUM SLOPE DOME PANEL N m ❑ Q P� o W �I 60 J��pRO .. SIDEWALK Q IN V' O ❑ �I BACK OF CURB J co W Q a BACK OF CURB 24"x60" TRUNCATED } DOME PANEL MAXIMUM SLOPE O J TYPE "E" PEDESTRIAN RAMP DETAIL 5 NO SCALE 6 1 TYPE "D" PEDESTRIAN RAMP DETAIL CAD NO. R50200981.DWG SHEET 61 OF 62 i *, = IT 1 P"a - r •\ i ------ --- - �ZONA COTTONWOOD ROAD COTTONWOOD ROAD 1_s2 LF 12•CONCUR azo Eom 1" i-fit IF 12•CONWrt z Z Z e, o I I o 2-24 LF 12'CONDUIT 1-46 LF..6°CONCUR 0 N - 2-64 LF 12•CONDUIT ---J �. // Q�O O J 1-46 LF 6•CONCUR V= _ -64 LF 12•CON> W 10 Z V J Q0 v v ?� 'zw t 1-64 LF 6•CONDU(1 -"s U My N CORNERSTONE CIRCL ` tO W \ PEE 161. l Z�o� A �wo g I I I - - - - ! ■ i GO�pE '"y 2-24 2-24 LF = _ ' - y OO Q u�O 1-64 LF 12•CONDUIT s IT 0"CONDUIT - r w D:CC Of p�.l W mj II I 1-6!LF 16•CONCUR _64 LF 6•CONDUIT 2-24 LF - - �� _ �• i- S I,` \ ,� 6•CONDUIT �❑coliwz i 1 \1� / - i ( 0 a o - _ IW.I ?ZQZS • I , • ` 2•CONDUR _ O O O 2-24-I� O 24 LF '-CONCUR N V O 1-24 6•CoN \\ O_ , \\ �\ •-N 6�24 LF \ c0 li I •1-64 LF 6•CON6U w w W F"�1 I 0 W&@ I -84 LF 12 < << 2-24 LF �tt1 - ❑ O 0 E, ®o el s < �c1 y IU 2-24 LF < J �I�• � i --�/ \\s•co uR. /-- ` �yy}�� - "3 �� �<� \\6•caN�+D R/ Ol Z • \ •O ' tL= e11 B•CONDU T >Y y� DRAWN 8Y: RD,EB -24 LF DESIGNED BY: KW,EB,NJ _ 1 1R 6'_CONDUIT QUALITY CONDUIT EB I y�-` \\ ! � 6• / -p 1 I 9 \ a m� gq�j F 1 DATE 10123106 a 2-24 LF- A - - f11 1 JOB NO. 805-002 s coNDurt III Y� `. - \�/- •O 6.2-2 '2-2!LF 1 1 6•CONCUR FIELOBOOK • 6'CONDUIT - I _ 1 _ 2-24 LF I ( 1 I i 2-24 LF i ,(,ODNDUIT..J 2-24 LF _ 6•2-24 LF CONCUR = \ �'� 1 6•CONDIHi - S.2-24 LF CONDUIT � 2-24 LF - ---- _ - 1 16• UIT e'CONCUR 8•CONDUIT - 2-24 LIF _ _ 2-24 LF O 1-64 LF 12•CONOU - - - 6•CONDUIT 6•CONDUIT _ 1-64 LF 16•CONDU Ir 64 LF 6'CONDUIT'. Z I' - � co - ILMQ IA I S! I co a - ADV NCE RIVE 1 64 LF •CON IT -41 LF + 'CON 6a LF 12• T64 LF 12 CONDUIT ADV CE DRiVE W a ` 1-fi4 LF 12•CONCUR Z r 1-3 LF 8• ONDUIT 1 84 LF 1 'CON IT 1 64 LF 12• R 1-64 LF 16 CONDUIT ,^ O Q -130 12• ONDU z 1-130 F 16' NOU 1 84 LF 16• R Z Z 0 o ~ J Q ~ 0 LEGEND RECORD DRAWINGS UTILITY CONDUIT QUANTITY AP ROVED NOTE NEW UTILITY CONDUIT (SIZE VARIES) TOTAL PROJECT: NAME TITLE BATE- THESE CONDUITS ARE FOR UTILITY COMPANY PHASE LINE 6• UTILITY CONDUIT - 1727' USE ONLY; IRRIGATION AND LIGHTING CONDUIT 12• UTILITY CONDUIT - 1414• THOMAS DEAN&HOSKINS,INC. PLANS WILL BE ON SEPARATE SHEETS. T ENGINEERING CONSULTANTS 18" UTILITY CONCUR - 520' a�� 0 100, 200' 300' SCp A -BDICNAN-kAl16PEll wAS II GTOON Nw6 ro o I I S C A L E CAD NO.R502-009b2A.DWG SHEET62AOF 62 i 1P 92.3 INSTALL LF LC STA 14+05.1 COTTONWOOD ROAD INSTALL 45 LF LC COTTONWOOD ROAD '•,//I/1i ,"," zox --- ri aINSTALL 41 LF IECu zSTA INSTALL 104 LF WFC IN 1MC INSTALL+11 LF ISTA 14+24.0 IN 2,50 INSTALL 38 �C INSTALL 38 LF IESTALL 41 LF IMC 1,20 - STA 13+ <0� ry Zi INSTALL 41 LF IEC ;p �\ INSTALL 43 LF IM ~0 w 1 I I 6'LF IMC��� / INSTALL 43 LF IEC - ALL - C <w 0 I• I I 6 LF IEC INSTALL 4315 C L) 0 y U x �UJz STA 12+88.0 z J i I INSTALL 26 LF IMC ' - -� 4 W z Q Q w -•-•' INSTALL 26 LF IEC Lf WFC r y® -- II II� (N)=4821A_ 4�-�/ '\111 _ ------- -------- ---'-----� r o CORNERSTONE CIRC INCH f A� �\ NVE STA 11+ea' now W o Q W STA �NSTALL 4� LF C zj rn p ^n _JNSTALC 4F'IF LC /� O� W W W m <� w x d' cr Z I ° STA�10+15.2 cr II INSTALL 28 LF - n O Y \ Gp N cn y W INSTALL _ - \ STA\13+1� �� `� -�� rr 1 INSTALL STA 328 LF IMC 2.0 O O 0 rI�.I awzo z _ � - _ INSTIALI 4 \L� G p� "� cn'� INSTALL 28 LF IEC I;-mm 1,--, 12. `y< wanALL 18 LF IMCSTA 7+19X 18 LF IEC , ® O O I I ''I \ \ ' 0 / - •,\la PALL 28 LF - _ - I' m m IDS 1 �,.� ALL F IEC / \' ¢ Q a Z < STA 6+64.5, _ � = ❑ 0❑ \� _"/ _ 18 LF , - �T� --fI3 LF \ to m U U • e e m .� p w N� � �, _ L 19kt"IEC / ' � \ �i • i _ \\ /� ``� P - ' STA 7+39 ,\'' / 14NSTALL 18 LF \ w v0i In Z I \ i \\ \ Z --a 1•,I B LF IEC �/` .STA a << LL 28 LF I 'I W \ \ Flo / $ _ S_TA- 73. STALL 26 LF I _ ` m m in 18 LF IMC�� \ ,STA 6+2-5-- O' O \ LL 18 LF IEC N�TALt 18 LF DRAWN BY: RD,EB - s STALL 18 LF , ' �� STA 4+99 \\ / / ` , DESIGNED BY: KW,EB,NJ 2�LF-IMC 7+ i" STX' 03.5 I -Z \ �� QUALITY CHECK: EB I � /1 I 1L{28 LF IEC - 'INSTALL 28 LI; e I e q <� STA 4+44,y INSTALL 28 LF' 11 i DATE: 1v09)06 < 4 18 TMC _ , STA 5+1 JOB NO. B05-002 T �', FIELDBOOK VIM- STA 5+19-7 G I S L 2j Lf'IMC I 8 LF IEC STA ALL 28 LF",I STA 5+018 NSTALL 28 LF' ',(NO ELECTRI STA 3+30.4 - STA 4+0B.7 - - II• 18 LF IMC i )INSTALL 18 LF- - �,I 1 = I I , i I I' J STA 2+81.8 18 LF IEC ` Z INSTALL 18 LF 1 ',1 I 4+83,7 1 li IN5IAL L 46 LF LC /! _ � i I i I I O I� STALL 28 LF IMC 1 1 1 STALL 26 LF IE STA�1+64.1 I I -�1� A 2+95.9 +--J - _ - _ ' _ `•\ w INSTAL 39 F IMC - w INSTAL] 39�LF IEC (-- STA 2 25.0 -18 LF IMC , , Z I� - INST 39 IMC EC - - '� STA 21 S STA 2+61.1 -INSTAL- {LF LC - INSTALL 46 LF LC �h - STA I1+64.1 `---------- ------- -------- ---------- `----------- STA NSTALL029 - INSTAL 39,LF IMC = LF IMC > O INSTAL 39LF IEC s� w v$ -- - - -w - - - - "— - - 4 T=—� NSTALL 29 LF IEC - J ADV NCE RIVE INS LT21LF81.C- -- - ST t4+ 9' - =- -' -'- -- -='- - - --- - ---- 'AbV CEDRIV� S Z Q A 7 30.4 INS LL 2 LF C INSTALL 6 LF LC I � 0 INSTAL 30 IMC —J Z i ---- J NA 2 37.7 LC NSi 30 IEC - - - - - -- -— W Z Q STA 2+25.0 a. INSTALL 39 LF IMC Lu INSTALL 39 LF IEC RECORD DRAWINGS APPROVED J 0 NAME TITLE DATE Z THOMAS,DEAN&HOSKINS,INC. 0 0 TD&� ENGINEERFNGCONSULTANTS V LEGEND �ZE Z o_ IRRIGATION AND LIGHTING CONDUIT QUANTITY (ACROSS STREETS ONLY I NOTES: Z ----- Q NEW 4" SCH 40 PVC IRRIGATION CONDUIT TOTAL PROJECT: 1. IMC = IRRIGATION MAIN CONDUIT rrend AND 4" ELECTRICAL RATED PVC CONDUIT IEC = IRRIGATION ELECTRICAL CONDUIT V 4" SCHEDULE 40 WHITE PVC FOR IRRIGATION MAIN = 1018' LC = LIGHTING CONDUIT -------____ NEW 2" PVC LIGHTING CONDUIT 4" UL SCHEDULE 40 GRAY PVC FOR IRRIGATION ELECTRICAL = 1000' WFC = WATER FEATURE CONDUIT 2" UL SCHEDULE 40 GRAY PVC FOR LIGHTING = 434' 0 100' 200• 300' I� = PHASE LINE 12" SDR 35 PVC FOR WATER FEATURE = 194• 2. THESE CONDUITS ARE ACROSS ROADS ONLY; CONDUITS I I I I I I UNDER SIDEWALKS WILL BE ON SEPARATE SHEETS. S C A L E NEW 12" SDR PVC FOR WATER FEATURE CAD NO,R502-009-62B.DWG SHEET62BOF 62 i * �NTA`° I €m ASPHALT TRAIL I I BACK OF CURB ASPHALT FRAIL 10' (TYP.) 8' BLVD. (TYP.) �A� 0 MAXIMUM SLOPE NOTE: SEE C.O.B. STD. 10' (TYP.) 8' BLVD. (TYP.) Zazo DRAWING NO. 02529-8 i NOTE: SEE C.O.B. STD. _ U rvo DRAWING NO. 02529-8 •' z FOR ADDITIONAL DETAILS i z I I i FOR ADDITIONAL DETAILS �� I i 3 SIDEWALK ! 24"x60" TRUNCATED �\ SIDEWALK ' DOME PANEL r-,--. - ---- r 24"x60" TRUNCATED i Z rW/ . �T i DOME PANEL � • OG U= MAXIMUM SLOPE -- -�- %MAXIMUM SLOPE J ' FQ�I w 24"x60" TRUNCATED S (`1.YP'1 4 Z N o DOME PANEL r W a c MAXIMUM SLOPE m i W cc / MAXIMUM SLOPE i wo D i Zp z ' DU w o SIDEWALK 1 I.. W IL' W IY W p i wU UU 0 LU to LU W W W O O 0 O 'zo 13' BOULEVARD (TYP.) zFo __=' v - �"•� BACK OF CURB o �.y _ O? -------------------------- -- BACK OF CURB -- -- ---- — 24"x6O" TRUNCATED N DOME PANEL 24"x6O" TRUNCATED I aD DOME PANEL- coo TYPE "F" PEDESTRIAN RAMP DETAIL 1 TYPE "H" PEDESTRIAN RAMP DETAIL 3 "° SCALE 62 NO SCALE 62 TYPE "I" PEDESTRIAN RAMP DETAIL 5 A NG SCALE 62 m m m (••� 24"x60" TRUNCATED DRAWN BY: EB DOME PANEL DESIGNED BY: KW.EB.NJ QUALITY CHECK: KEW DATE: 6106 JOB NO. B05-002 FIELDBOOK na BACK OF CURB N N m �� 'sq RECORD DRAWINGS o �y�O BLS APPROVED 24' (TYP.) NAME TITLE DATE MAXIMUM SLOPE '�, T THOMAS,DEAN&HOSKINS,INC. 24"x6O" TRUNCATED d 1 D& ENGINEERING CONSULTANTS DOME PANEL Z eaKiti�-BOZE FALLS -MUSMU. wA'�+°MiNcra LEWI E w w Z J INSTALL FLEXIBLE O • � i INSTALL FLEXIBLE DELINEATOR POST U • . i DELINEATOR POST �JJ 5 a o SIDEWALK` 3g RgOIUs 35 tZpON m < MAXIMUM SLOPE = Z I n. NOTE: SEE C.O.B. STD. Z DRAWING NO. 02529-8 10' (TYP.) 8' BLVD. (TYP.) CURB PAINTED YELLOW CURB PAINTED YELLOW Q Q FOR ADDITIONAL DETAILS I I W Z I I 35 Rpp1U5 35'RADIUS O INSTALL FLEXIBLE- `INSTALL FLEXIBLE �•, W ASPHALT I DELINEATOR POST 33' (TYP.) DELNEATOR POST O Q I J a CURB BULB DETAIL 4 TYPE HIGH62H PEDESTRIAN RAMP DETAIL 2 62 CAD NO. R502-009-62.DWG SHEET 62 OF 62