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HomeMy WebLinkAboutValley West Subdivision Phase 2 _ _ 3 CONSTRUCTION IMPROVEMENTS FOR awW VALLEY WEST SUBDIVISION — PHASE #2 WM —' PROJECT OF THE VALLEY WEST PLANNED UNIT DEVELOPMENT AREA LOCATED 1N BLOCK 1,PORTIONS OF TRACT 1,2&3 OF VALLEY WEST SUBDIVISION Q� 7 — >i� 11 A PORTION OF THE SOUTH HALF OF THE NORTH WEST ONE-QUARTER OF SECTION 10,T 2 S,R 5 E,P.M.M.,GALLATIN COUNTY,CITY OF BOZEMAN,MONTANA �� e n' _ DEVELOPER BOZEMAN LAKES L.L.C. r C/O DOUG OBERG 2415 E. CAMELBACK, SUITE 900 PHOENIX, ARIZONA 85016 7 14 SCALE HORIZ: 1" = 100' s — ' 1 10 7: 1" = 200' VICINITY MAP NORTH NO SCALE INDEX TO SHEETS 001 ,i, ow a zz GENERAL SHEETS z N N F I-1 COVER SHEET -2 MISCELLANEOUS LEGEND AND NOTES 1-3 STANDARD ABBREVIATIONS AND NOTES 1-4 CONTROL SHEET ROAD PLAN AND PROFILE SHEETS pp OR R-1 STAFFORD AVENUE �_I� m R-2 CLIFDEN DRIVE R-3 CASCADE STREET MEYER'S R�W R-4 CASCADE STREET LAKE R-5 ALLEY 5 R-6 HANLEY AVENUE R-7 KIMBALL AVENUE s R-8 ALLEY 6 R-9 COVER STREET R-'1 ^`LG"FERGUSON AVENUE PHASE #2 WATERPLAN [� s ATE PL WAN AND PROFILE H RECORD DRAWING_ � W-1 STAFFORD AVENUE - - - -- W-2 CLIFDEN DRIVE ao W-3 CASCADE STREET f W-4 CASCADE STREET N W-5 HANLEYAVENUE KIMBAL m o W-6 KIMBALL AVENUE � m MONROE STREET o d W-7 COVER STREET Q U Q Q rc � SEWER PLAN AND PROFIT SHEETS _ - S-1 STAFFORD AVENUE ® CASCA"TRE z S-2 CLIFDEN DRIVE S-3 CASCADE STREET N < S-4 CASCADE STREET Z S-5 HANLEY AVENUE sup (w 0 S-6 KIMBALL AVENUE IT S-7 COVER STREET �,n Q ao ALLEY 7 o r' STORM DRAINAGE PLAN AND PROFILE SHEETS MIT s IT ss IL o SD-1 COVER AND CASCADE STORM DRAINAGE W MIT» ---- - SD-2 FERGUSON STORM DRAIN Mn�+ MIT, a SD-3 STORM DRAINAGE DETAILS r, InT 37 § § LOT 11 MIT w O I D!Y �1 wit wit MIT. MIT — W M Y RS AK PAN H Tc 1Of - - I�, -Mi ;-� L'i v L-1 PLAN VIEW u"1s - �T 1s LOT se LOT.z r "��V > N N 0. L-2 CROSS SECTIONS f LOT" I L-3 CROSS SECTIONS M DTI H TS q CASCADE STREET MN 14 _... _ . ..._.. .: ` ? > COVER STREET �., ^� �„ o D-1 INTERSECTION DETAILS - 0 D-2 INTERSECTION DETAILS 44 MIT s MIT/1 MR 1s F- m D-3 SITE GRADING AND PLAN-WEST Mn 1. u"» MIT ss �" '� V) 1 D-4 SITE GRADING AND PLAN-EAST n M s N (� 1Df'a" L>J v� D-5 MISCELLANEOUS DETAILS �i Mn I s utt• T s un 4 ur+ un s •C1 lar sa Mrt s1 ITT y �y D-6 MISCELLANEOUS DETAILS C�1 {n D-7 TRAFFIC CIRCLE SIGNAGE PLAN (/2 MIT Mn 12 MIT a MIT 34 I. urt 4e ^�4 W N ALLEY 2 ALLEY 4 J z J Q � w p 1n1 aM N Mn• m N O 1 I.Of N PROJECT N0. 1384.012 SHEET NUMBER n �� ALEXANDER STREET PS MONROE STREET DRANING NUMBER 4 I-1 �l yn is I No _ _ - VALLEY WEST PHASES l & 2 )970 as - � - - - - - HYDRANT BENCHMARK ELEVATIONS - ZZ— - ?BYO T�.,� -- _ - ---- - _ - 8 I I I h — 7 I I - - — — -- 1 Yt 1_I --- _— t �3 - � HYD #13 J _Bf f' 84`':36 - HYD #17 -- j'-- r CAA D ST. — T 16 � I = •- -� - -° - - ""•- r y � � -�� - HYD ' I I I _ ; — _ a� -�_ f 3 8✓_ - >�19 L :Y HYD ,#14 - —AI->�Y- c,ry Of SOZEuAH DATUM I H D i 8 T1 •� 1 I - -_ Ya:. I,- —� — _I — A"OW DOLT ER•A7,CYtrS 1 .Z.. HYLi .. , ,•, c� �r ' r��� _1�--- - _-.-- 1---- I- - - - - - - - - - r` nmrswr EttvAnav - ,,, — — -- -1/' , }1 S HYD 2 � - � � . ' v. 8— - - ---_ 8o s9 - _ �� , .79D.� I —CASCADE'T j BIB^1,rYD T - -- --' --- ---- -- — - I- - - - --- HYO Q9D81 ,} COVER ST. � t��=as.Z.� _.-_3!— _--•---- p .36 _ my a s7sa.o� I - - ,T — — -- � —, y L1 �. i _ _ 1 a. i• � �g -�-- -----I $y .2 f - -- - - - - - HYD 5 4786.50 I — s -, _ . ., . :. . `� _ I —� - ; - � ' - , ,. •" - _ _ _ ,. HYD # .� HYD 1 c784 27 Yf"� .. .. O YtrD 8 4711.06 I — 1 Q � yYD #9 t , I � 1 � � �, ! � _ • - ---- _ - - - - - HYD 9 NEZ3 m. 1 lffD Oi oj114783.51 D MD 12 •., . t »•, W n fy y I I I 47e1 1 ^C ••---r.r__^ '— I!+ nY I HYD IS -� - TT i t.t a• I t.•N I ut u -- 1 j r •^'• _ i.ece9 ^ WO 14 Z76o.J9 HYD '11 � � I I�� I �' I IOI �': I ti t •Lt• a. ��_ ii.. •.. . .-,a ..':R'^^�ect7�'7l e.n •'; - 15 WD ifi 4779.92 I Q s A iGAA1VD� �t t478A.36 �_ — 1 HYD .f� , — R •f 1 ----� D #`1 7 C tT �e. �' HYD i7 4)17.64 Lill., KY 18a78t.es 11YJ 19 4777.1 � �i ue a wt: wt s: ,.nN1 ur a :. _e'a I 111 »1 ..,:• an �� I 1 I ,'•. ._ .� " QY�•1 yi .f� � .rn �1— r. ,.o-.• r,r� .aN �� L ALLEY 1 — � ,..,, I j Ni I — I ..., � � T, � ALLEY 3 —_— — — W S. t V• bf.1 ..1 4 :<I.J .Q.Y to.t I HYD #2 HYD 3 • WEST BA BC'OCK STREET F-E IFF.ST BADCOCK STREET i'E i x p w3p mo TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES �a GENERAL PIPING NOTES z 0 BOUNDARY AND/OR PROPERTY LINE o�io 1.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION -x-x FENCE LINE POINTS.MINIMUM COVER SHALL BE 6'-6"UNLESS OTHERWISE y.p SHOWN. s EASEMENT LINE 2.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE m3 1�ri SECTION LINE OR DLC LINE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. -q wa CENTERLINE s (Y) 3.LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY APPROXIMATE.FINAL SUPPORT REQUIREMENTS �' 2 BT BURIED TELEPHONE SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL ROAD(EDGE OF EXISTING PAVEMENT) BE AS SPECIFIED. 4.APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED }--------------------{ EXISTING CULVERT WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL. 5.ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL 0 FOUND MONUMENT BOX BE PROVIDED WITH THRUST TIES,BLOCKS,OR ANCHORS,UNLESS OTHERWISE NOTED.THRUST PROTECTION SHALL BE ADEQUATE FOR A HORIZONTAL/VERTICAL CONTROL POINT TEST PRESSURES SPECIFIED. A CONTROL POINT 6.SYMBOLS. LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS,WHEREVER :n APPLICABLE. ALL OF THE VARIOUS APPLICATIONS ARE NOT o + COORDINATE POINT NECESSARILY USED IN THE PROJECT. - 19 B-1 BORING LOCATION AND NUMBER. SEE 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. SPECS FOR BORING LOGS. ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT N 32+00 WELDED,GROOVED END OR SCREWED PIPING,SHALL BE o SURVEY HUB AND TACK WITH STATION PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION CHANGES,UNLESS OTHERWISE NOTED.SEE THRUST DETAILS AND U.S. GOVERNMENT BOUNDARY MARKER. NOTES ON DRAWINGS, FOUND C.O.E. BRASS CAP STAMPED W/NO. i S BM-2 BENCHMARK LOCATION AND NUMBER OR 8.WHERE GROOVED END COUPLING SHOWN,IT SHALL THE EASEMENT CORNER REBAR RIGID JOINT TYPE,UNLESSS OTHERWISE SPECIFIED. WHEREE A FLANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE O POINT OF INTERSECTION, SET 51,8"x 18" SHALL BE JOINED TO THE COUPLING ADAPTOR. =�rori m REBAR W/L.S. CAP STAMPED C-329" S 9. VALVE BOXES REWIRED FOR ALL VALVES IN A BURIED SERVICE. Z�P-3 PIEZOMETER LOCATION AND NUMBER wu�i0a N 10.NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY N 54- X 1000 EXISTING GRADE APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACILITATE �= CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. ®1000 FINISH GRADE 11. THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR t S 3 le THE COORDINATING AND PERFORMING THE CONNECTION OF THE _ 42.6 ELEVATION ORIGINAL GROUND PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND O TO THE WORK OF OTHER CONTRACTORS,AS NOTED. EDGE OF TREES, BRUSH NCNI ji- 12.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE 1-+-ti q 2 12" EXISTING TREE W/APPROX. TRUNK DIAMETER THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, W m �+- THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR © BUSH STRUCTURE TO VERIFY ITS EXACT LOCATION.SIZE,MATERIALS. O a 3 AND INVERT ELEVATIONS. 4NEW TREE AS SPECIFIED _$ S a v-v SIGN, ONE POST OR TWO POST E m EXISTING MANHOLE L# ® NEW MANHOLE 0 EXISTING UTILITY OR TELEPHONE POLE W R, NEW UTILITY OR TELEPHONE POLE o d o DITCH SHOWING DIRECTION OF FLOW x o d U CREEK/RIVER W/DIRECTION OF FLOW GENERAL DESIGN DESIGNATIONS �1000�� NEW CONTOUR SECTION (LETTER)OR ON DRAWING WHERE SECTION Z DETAIL(NUMERAL) OR DETAIL IS TAKEN: Q EXISTING CONTOUR DESIGNATION DRAWING NUMBER (V X-X WHERE SHOWN z0 W � ON DRAWING WHERE SECTION C/') OR DETAIL IS SHOWN: Q MATERIAL SYMBOLS DRAWING NUMBER(S)= a DRIVING NUMBER WHERE TAKEN o (OR SAME DRAWING) F- CONCRETE DETAIL AND SECTION DESIGNATION z a' Z z STANDARD DETAIL NUMBER XXXXX -STASEENDARD DRAWI GETAL DI1 THRUND n33 O Z GROUND SURFACE AT END OF DRAWINGS w STANDARD DETAIL DESIGNATION w a m NOTES: N >p 1. •SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. V) v 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE F- z NOTED AS"EXISTING" AND ARE SHOWN IN LIGHT LINE (n Q WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- J m URES ARE SHOWN IN HEAVY LINE WEIGHTS. > U _N W -J z N J Q Q � GENERAL NOTES: > n a 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON m o STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS Q OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS Q MAY NOT BE SHOWN ON THE PLANS. PROJECT N0. m RECORD DRAWING SHE4N IMEER n DRAWING NUMBER 1-2 mjo ABBREVIATIONS gym= GENERAL NOTES ^=w 0 1. All construction work on this project shall be completed in accordance with Montano Public Works Standard wci AB ANCHOR BOLT Specifications, Fourth Edition, January, 1996 MPWSS Addendum No. 1 dated June 1, 1998 and Addendum No. 2 dated "ate FB FLAT BAR, FACE BRICK N �� ABDN ABANDON PL PLATE, PROPERTY LINE May B. 2000 and City of Bozeman Modifications to the Montana Public Works Standard Specifications including El FC FLEXIBLE COUPLING Addendums No. 1, No. 2, & No. 3(C.O.B. Modifications). ABV ABOVE FCA FLANGE COUPLING ADAPTER PLYWD PLYWOOD AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN PMP PLANT MONITORING PANEL 2. Water Main Pipe Material shall be as specified on the plans. All Water Main shall be installed with a minimum ADDL ADDITIONAL FDN FOUNDATION PNL PANEL ADJ ADJACENT, ADJUST cover of 6.5 feet with respect to finished grade.FES FLARED END SECTION PRCST PRECAST ADPTR ADAPTER FET FLARED END TERMINAL PREFAB PREFABRICATED 3. Maintain 18" (vert.) separation between all water main and all sewer main. a o0 AFF ABOVE FINISHED FLOOR F. EXT FIRE EXTINGUISHER PRELIM PRELIMINARY .0 ' ALU ANCHOR FF FINISHED FLOOR PREP PREPARE, PREPARATION 4. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation, c ALUM ALUMINUM FG FINISH GRADE PROP PROPERTY as determined by Owner and the Engineer. Q` ALT ALTERNATE FHYD FIRE HYDRANT PRV PRESSURE REDUCING VALVE 5. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW PS PRESSURE SWITCH, PIPE SUPPORT verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The APPROX APPROXIMATE FLEX FLEXIBLE PT APVD APPROVED POINT, POINT OF TANGENCY Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide FLG FLANGE PVC POLYVINYL CHLORIDE proper protection when location is known. ARCH ARCHITECTURE, ARCHITECTURAL FLL FLOW LINE PVMT PAVEMENT ASPH ASPHALT FIN. FINISH RAD RADIUS 6. A list of representatives to contact for information regarding facilities is as follows: AVG AVERAGE FLR FLOOR RC REINFORCED CONCRETE O AT FOC FACE OF CONCRETE RCP REINFORCED-CONCRETE PIPE Montano One Call System Dispatcher 1-800-424-5555 BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RD ROAD. ROOF DRAIN Montana Power Co. Matt Micklwright 582-4671 BFVLV BUTTERFLY VALVE FSTL FABRICATED STEEL T. RDCR REDUCER omommunications Scott Adolf 585-2355 Bresn C BETW BETWEEN FT FOOT, FEET REBAR REINFORCEMENT BAR 7. The contractor shell adjust all volve boxes, curb boxes, and manholes to Final grade upon completion of all v,v, BF BOTTOM FACE FTC FOOTING, FITTING REF REFERENCE construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall BLDG BUILDING F TO F FACE TO FACE REINF REINFORCE be repaired at the expense of the contractor. This work shall be incidental to the project, se erote a BLK BLOCK GA GAGE, GAUGE RELOC RELOCATE, RELOCATION be made. P 1 P p yment will not BLW BELOW GAL GALLON REOD REQUIRED BM BOi BEAM, BENCHMARK GALV GALVANIZED RST REINFORCING STEEL B. All backfill for utility trenches shall be Type "A", utilizing Type 1 bedding unless directed otherwise by Engineer. GALVS GALVANIZED STEEL RT RIGHT Specified bedding shall be from 4" beneath the pipe to 6" above the top of pipe (see MPWSS STD 02221-1). The BRG BEARING GND GROUND R/W RIGHT-OF-WAY cost of this additional bedding shall be included in the unit price bid for water and/or sewer main. BRKT BRACKET GRTG GRATING SAN SANITARY CHAN CHANNEL GSKT GASKET SCHED SCHEDULE 9. All valves shall be installed with thrust blocking, and volve boxes in accordance with MPWSS and C.O.B. CHK CHECK SDWK SIDEWALK modifications. Any existing or new volves which control the C.O.B.'s water supply shall be operated by C.O.B. CSP GALVANIZED STEEL PIPE personnel only, a CI CAST IRON GVL GRAVEL SECT SECTION i ;i; CIMJ CAST-IRON PIPE MECHANICAL JOINT GWB GYPSUM WALLBOARD SHT SHEET 10. All fire hydrants shall be installed in accordance with C.O.B. Std Dwg No. 02718-4. w€ a CIP CAST-IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD SIM SIMILAR _ CIPC CAST-IN-PLACE CONCRETE HB HOSE BIB SLP SLOPE 11. All fittings including bends equal to or greater than 22-1/2 degrees, tees and plugs shall be thrust blocked in v, CIRC CIRCULAR HD HUB DRAIN SP SPACE, SPACED conformance with MPWSS detail 2713-1. or must have mechanically restrained joints as indicated on the plans. CJ CONSTRUCTION JOINT, CONTROL JOINT HOW HARDWARE SPEC SPECIFICATION , CL CENTER LINE HDR HEADER SPG SPACING 12. The Contractor is responsible for controlling dust and erosion during construction at his expense. Streets shall Z CLDI CEMENT LINED DUCTILE IRON HK HOOK SPIRT SUPPORT be watered to control dust when ordered by the Engineer. Erosion shall be controlled in accordance with the MPDESIt CLG CEILING HM HOLLOW METAL SO SQUARE Permit. O 1 CLR CLEAR, CLEARANCE HORIZ HORIZONTAL SO FT SQUARE FOOT profiles re All p p CMP CORRUGATED METAL PIPE HP HORSEPOWER SO IN SQUARE INCH 13. resent existing ground (dashed line) and finished asphalt (solid line) along the alignments CMU CONCRETE MASONRY UNITS C indicated on the plans. Elevations are finished asphalt elevations. COB SST STAINLESS STEEL HR HOSE RACK, HOUR CO CITY O OT F HT HEIGHT, HEAT TRACE SSA STATION 14. All disturbed ores shall be seeded by the contractor in accordance with MPDES Permit. ai CITY BOZEMAN HV HOSE VALVE SS SANITARY SEWER COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING STD STANDARD 15. Access for other contractors working on the site and emergency vehicles shall be preserved at oil times in j COMB COMBINATION HWY HIGHWAY STIF STIFFENER accordance with the concurrent construction plan provided in the project manual. CONIC CONCRETE OR CONCENTRIC HYD HYDRANT STL STEEL 8t CONN CONNECT, CONNECTION ID INSIDE DIAMETER STRUCT STRUCTURE 16. The contractor shall be responsible for coordination of utility(phone/power) installation with local utility I� 8 CONSTR CONSTRUCTION IE INVERT ELEVATION SYM SYMMETRICAL companies. II III I CONT CONTINUE, CONTINUED, CONTINUOUS IF INSIDE FACE T&B TOP AND BOTTOM 17. The contractor shall notify One Call O 1-800-424-5555 for onsite utility location. All existing utilities shall be UyU� CONTR CONTRACTOR IN. INCH TB THRUST BLOCK marked before digging. COORD COORDINATE TBC TOP BACK OF CURB 99 9 INFL INFLUENT I CORR CORRUGATED INSTL INSTALL, INSTALLATION TF TOP FACE 18. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall e CP CONTROL PANEL INSTR INSTRUMENT TEMP TEMPORARY, TEMPERATURE immediately repair the damage at the contractor's expense. CPLG COUPLING INSUL INSULATE THK THICK C TO C CENTER TO CENTER INT INTERIOR THRU THROUGH 19, The pipe grades shown ore calculated from actual distances, edge of manhole to edge of manhole (displayed f CTR CENTER JB JUNCTION BOX T.0. TOP OF LF-4'). The displayed CTSK COUNTERSINK JST ) pipe LF is for estimating pipe pay quantities, center of manhole to center of manhole. See m d JOIST T.P. OUTSIDE TOP OF PIPE measurement and payment in the specifications. _ < d CU CUBIC CU FT JT JOINT TOC TOP OF CONCRETE, TOP OF CURB o o 20. Water and sewer service lines shall be extended to 36 LF from the centerline of the street unless noted CUBIC FEET L ANGLE TST TOP OF STEEL CU IN CUBIC INCH othewise. LBS POUNDS TW TOP OF WALL CULV CULVERT LF LINEAR FEET TYP TYPICAL 21. The Contractor shall notify the Water Deportment a minimum of 24 hours prior to beginning any work. Q CU YD CUBIC YARD LNTL LINTEL UBC UNIFORM BUILDING CODE Z D DRAIN LONG LONGITUDINAL UG UNDERGROUND 22. All utility conduits for irrigation, electrical, gas, phone, CATV, etc... shall be buried a minimum 24" from Q N F- PENNY(NAIL SIZE) LP LOCAL PANEL ULT ULTIMATE finished grade with Type A , utilizing Type 1 Bedding unless directed otherwise by Engineer. All locations are Z DBA DEFORMED BAR ANCHOR LR LONG RADIUS UTIL UTILITY shown approximate and shallll be be field fit as directed by Engineer. W O DBL DOUBLE LT LEFT V VALVE, VOLT N � o DES DETAIL DUCTILE IRON, DRAIN INLET LVI_ LEVEL VB VALVE BOX 23. Maximum top elevations provided for water main construction represent the minimum top elevation at the Q N LVIt LOUVER VERT VERTICAL location identified to achieve the required 6.5' cover based on planned street elevations without allowances for 2 w DIA DIAMETER construction variances. It is the Contractors responsibility to ensure that the required 6.5' cover over the water pipe- W O rn MATL MATERIAL VOL VOLUME DIAG DIAGONAL MAX MAXIMUM VRFY VERIFY is achieved. Z DIM DIMENSION MB MACHINE BOLT VTR VENT THROUGH ROOF 24. All construction related traffic shall be routed to and from the site via Huffine Lane and Ferguson and/or I m DIMJ DUCTILE-IRON MECHANICAL JOINT MCC MOTOR CONTROL CENTER W WIDTH 24. Roads in order to minimize traffic concerns on West Babcock and Durston Roads. Z I DIR DIRECTION MCP MOTOR CONTROL PANEL � WOOD Z Q DN DOWN MECH MECHANICAL W/ NTH O N DR DOOR MFD MANUFACTURED W/O WITHOUT - Z o W- WATERLINE O of DWG DRAWING MFR MANUFACTURE, MANUFACTURER > � a- EA EACH MH MANHOLE WM WIRE MESH, WATER MAIN Q EF EACH FACE, EXHAUST FAN MIN MINIMUM WS WATERSTOP, WATER SURFACE 0 EL, ELEV ELEVATION MISC MISCELLANEOUS WSTL WELDED STEEL, WROUGHT STEEL ❑] w v0 ELB ELBOW MJ MECHANICAL JOINT WT WEIGHT ELEC ELECTRIC, ELECTRICAL WTR WATER to m MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(SEE NOTE 4) m ENCL ENCLOSE NIC NOT IN CONTRACT WV WATER VALVE Q D ENGR ENGINEER m NO NUMBER WWF WELDED WIRE FABRIC H--EP EDGE OF PAVEMENT NOM NOMINAL WWM WELDED WIRE MESH Cn O� EOL EQUAL, EQUALLY XFMR TRANSFORMER W Q NITS NOT TO SCALE 0 EQL SP EQUALLY SPACED OC ON CENTER YD YARD Z EQUIP EQUIPMENT w OD OUTSIDE DIAMETER inEQUIV EQUIVALENT OF OUTSIDE FACE NOTE' Q W N EW EACH WAY CHIP OVERHEAD POWER 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR -J Z V, EXC EXCAVATE OPNG OPENING J Q aZ USE IC DRAWINGS AND TEXT", PUBLISHED BY THE Q E%H EXHAUST PkID PROCESS AND INSTRUMENTATION DIAGRAM AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) � w EXP EXPANSION PC POINT OF CURVE OR CONTACT THE ENGINEER. N a EXP JT EXPANSION JOINT PCP PLANT CONTROL PANEL O EXST EXISTING PE PLAIN END 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT m E%T EXTENSION, EXTERIOR PEN PENETRATION ALL ABBREVIATIONS ARE USED ON THE PLANS. w o F FLANGE PERP PERPENDICULAR 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS PROJECT No oo < FAB FABRICATE PH PIPE HANGER (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE ■TJ //'y T 338I.012 PI PRESSURE INDICATOR, POINT OF INTERSECTION SHOWN A OTHER LEGEND SHEETS, AS APPLICABLE. R ■ O K . . DEWING SHEET NUMBER PJF PREMOLDED JOINT FILLER 4. MON TANA PUBLIC WORKS STANDARD SPECIFICATIONS, RECORD t/ 11`_j` J FOURTH EDITION, JANUARY 1996 AND ADDENDUM 1 DATED aGJUNE 1, 1998 AND ADDENDUM 2 DATED MAY 8, 2000. mJo �ws= i?o� o ad 80 V NjJy W S y� o KZ K Onmi �Z aHYD "B" OHYD "A" _ HYD "D A a211 HYD "C" DURSTON ROAD 0210 203 aa /r11j11`11wu I 1 SCALE N eta HORIZ: 1" = 200' s 1 1 x 17: 1" = 400' j 1 1 HYD 'E' a �oz CITY OF BOZEMAN DATUM M a89 082 A Point Northing Easlin9 Elevation Desc. 17 -327,6275 1695S021 4789.27 CP17-RJR SPIKE 79 -226,9246 3014.7136 4792,94 BM 79-HYD ARROWBOLT ^ 80 1273.7930 28:8.4289 4772.74 BM 80- REBAR NO CAP Z 81 2017.1:32 2893.3877 4763.23 BM 81- REBAR NO CAP u 82 1514.3848 2924.0878 4768.81 CP82- REBAR YPC M&M 0 w 4 83 858.5538 2918,7215 4778.09 CP83- REBAR YPC M&M 80 t' 86 540.4968 2163.4591 4779.94 CP86- REBAR NO CAP 87 858.5201 1805.8030 4775.20 CP87- REBAR YPC M&M "- w 88 1503.9870 1670,0262 4769.75 CP88- REBAR YPC M&M 89 1518.9815 2245.5461 4769.17 CP89- REBAR AC WESTERN PHASE#2 --!!V,202 916.2296 2919.1586 477L49 CP202-1 REBAR M&M 203 2351.7947 2997.7292 4761.05 CP203-PK NAIL 210 2407.7649 1676.2792 4762.33 CP210-PK NORTH RIM MHS 211 2355.8402 341.6211 4754.27 CP211.1REBAR YPC M&M 212 -241.7870 556.0523 4785.91 CP212-PK NAIL NORTH RIM MHS Q E HYD"A 0 0 4761.99 BM'A' 2 HVD"B' 0 0 4762-94 BM"B" o HVD"C" 0 0 4759.51 BM"C" O HYD"D" 0 0 4755,89 BM"D' I 3 HVD'E' 0 0 4760.85 BM'E' o a HVD"F' 0 0 4775.52 BM"F" HVD'G" 0 0 4785.54 BM"G" HYD"N" 0 0 4788.74 BM'N' U w r I IV Y �" HYD"O" 0 0 4791.61 BM"O' .. �. HYD' 0 0 4793.66 BM"P' HYD "F" a �• "' I �• m O d HVD'A1' 0 0 4781.06 BM"A1" > ,.. _• +•_- - W �• �• ,.. > ; HVD'81' 0 0 4784.27 BM"81' 66 HYD"C1" 0 0 4790.80 BM'Ct' AIDE STRE - - �, 2 HYD'D1" 0 0 47:6.30 BM"Di" CO ER STREET HYD'Et' 0 0 4782.54 BM'E1' �• v ... ,�� U • C HYD'F1' 0 0 4783.51 BM"F 1" Q �, ,. � �. �" �• HVD'G 1" 0 0 4790.09 BM"G1' �• �• _ W Z HYD"HI" 0 0 4786.50 BM'Ht" a +• (V HYD"11" 0 0 4790.81 BM"11' H m "-,I' 41 ALLEY E HYD "E1" HYD 'F1"a ALLEY 4 HYD "J1"a �"• W O HYD'J 1' 0 0 478C05 BM"J1' HYD"K1" 0 0 4788.03 BM"K1" V) v HYD "81"a ALEXANDER STREET aHYD "D1" HYD "H1"0 = o NOTE: �,S MONROE STREET HYD N ALL HYDRANT ELEVATIONS ARE TO THE"ARROW BOLT" Q O I N a' ALLEY 1 ALLEY 3 L~.1 w V) _ > In HYD "C" HYDQA�"N" HYD "G1'a HYD "11"a Q a P HYD "Cl" HYD "0 a 0 a 079 m � " nt O 212 NEST DADCOCK STREET HYD .P. O D ~ V) O o0 a17 O J j W m � I V w J Z J Q a V) � w N a O CO Q PROJECT NO. N 3384,012 o RECORD DRAWING SHEET NUMBER a corMj DRAWING NUMBER 1-4 3 mo� f �=3 �J 5 {I D u o o I 10 Oii0d�V1S wo STA. 9+37.06 INSTALL 64' ww_ o$ n < OF 12" & 6' HDPE �>>rc i� STAFFORD = a UTILITY CONDUITS (A.B.) ?u � STA. 6+29.06 BEGIN CONSTRUCTION. 01 STAFFORD/CASCADE CONNECT TO EXISTING ASPHALT, DDII INTERSECTION SEE DETAIL STA. 9+65.06 STAFFORD= „r "3N"��,, CURB do GUTTER AND SIDEWALK. STA. 0+00.00 ALLEY 5 NOT INSTALLED (A.B. REMOVE AND REINSTALL DEAD ( ) IEND BARRICADE TO STA. 9+89.06. STA. 9+89.06 W fi8=-6F-}t-+igPE END ASPHALT, CURB, SCALE r n G<: GUTTER & GRAVEL 2; STAFFORD AVENUE SECTION HORIZ: 1" = 50' � _- (33' TBG - TBC) STA. 9+89.06 VERT: 1" = 5' REINSTALL DEAD END BARRICADE 1 1 X 1 7 HORIZ: I" = 100' -- --- -- - -- - -- SEE COB STD. DETAIL NO. 09810-2 -- - - 1107 VERT: 1" = 10' b } NO ' - + -+--^- + -+- -+ - - g L=1 z 0 00 g' ss' 60 STA. 9+65.06 14.5' RT STA. 7+85.06 STAFFORD- STA.I 7+85.06 12'R1 CENTER ALLEY APPROACH ROADWAY COORDINATE TABLE z STA. 4+37.56 CASCADEI Ic CENTER DBL GUTTER SEE SHEET R-5 � c SEE SHEET R-3 STATION NORTHING EASTING DESCRIPTION 0+00.06 -259.90 682.39 APPROX. CL W.BAB000K ST. 5 2+40.06 -19.90 682.95 CL ALLEY 1 .I 4+25.05 165.10 683.38 CL ALEXANDER I I 6+05.06 345.10 683.80 CL ALLEY 2 W N W W N N 6+15.06 355.10 683.82 PHASE 1/2 BOUNDARY .. 6+29.06 369.10 683.86 END ASPHALT PHASE 1el r7 a w a y q 7+85.06 525.10 684.22 CL CASCADE ST. 9+65.06 705AO 684.64 CL ALLEY 5 0 3 3 3 r 3 3 9+75.06 715.10 684.67 END PHASE 2 w a F 9+89.06 1 729.10 1 684.70 END ASPHALT PHASE 2 N e = Cos_ Z g N Z �sl o I o UT tU o I o ! �nt2 + m OT ._0 i rl O Q Ra l O STAFFORD AVENUE f a� 4795 - - 4795 I o bi O d C a o i 4790 �,fp o 4790 u a n m o qq a a < t j n °Q° Z II IIII III' II p ~ + co Q N 4785 F 4-e w+ N - II a 4.'(! N n Hi V) w rn 5 5 5; w a w LLJ a a a a S N w a 5 5 Q 1 4780 -1. - - -- a a 475C NI _ ASPHALT Z N FLLJ O w '1 4115 EXISTING_T 1 72? -I coZ w I GROUND 4?' E L..I NOII INSTALLED �A.B _ m CL w m ...-4765 - - - ---- _vd '� �d ti V) W mad v m oo JJ h cat, a w� ^ �n Lio w - Za 12� de 6' UTILITY v>a is J N X-i <a L �J - 4760 �W �w w CONDUITS HOPE (A.B.) �W Q V) Q �w JW�� N� 4/6�. > w ZQ t0 �'p ^b U�p N J wq WW W� WO W� w0 WO ZN Zm wo Zu7 Zo:30 0 r ^n nn n r ^Z m r Oa1aNnrmQ r nnh r r rn N ( w+ Z + x+ w+ + + Z Z� O � N �wW ~ PROJECT CT N 0.w� ow w� 4 _ M M NN SHEET NUMBERm D n om O N � 7 OEM0 h R oo mo mrn °m nonono noom °m mnm nm m nn n n n`n In a n a n n M n nnm m ECORD DRAWING m n r r n n n r r n n n n n n n n n n n ^ r n n ^ r ^ ^ n r n ^ DRAWING NUMBER n n n r n n n r n r ^ n r r n n r n n n n n n r n n r n n n n n n as as as as �a `*� as as <a <a as as as ay a� ea as as as �+ ♦,E as a� as a� a� as va a� as as ay as e,r ay - x 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 'R`- 1 STA. 1 LT CENTERR ALLEY AP 5 APPROACH SEE SHEET R-5 1� $ S` nJow �o x y STA. 12+26.21 k > jz 7� END ASPHALT, CURB, $ o`er'' GUTTER & GRAVEL w = 9 SECTION CLIFDEN�� �'O LENGTH=5\ xs ti � iJ RADIUS=500.00,0.00' DELTA=59'18'41" S 7 \ D \ \ 'pr STA. 11+29.79 INSTALL 64' OF 4" HDPE ? n .0 UTILITY CONDUIT (A.B.) i 1p , v w STA. 12+26.21 III P p REINSTALL DEAD END BARRICADE - -" 'O F' F 30' SEE COB STD. DETAIL NO. 09810-2 � I�. k STA. 12+02.21 CLIFDEN= 16.5' STA. 7+13.81 ALLEY 5 N STq. 10+22.21 CLIFDEN= Sy' � NOT INSTALLED (A.B.Z N O ,r, MEYER'S LAKF. STA. 12+64.38 CASCADE F` �4=+iBPE r� $ CENTER BL9GIJTTER 27 STA. 10+71.14 z Ii COB STD. DWG. NO. 02529-1 INSTALL DECORATIVE i a CROSSWALK 13 eeNBI R. R., Iof NOT INSTALLED (A.B.) NOT INSTALL ED �A B) -- - _ = a 5 99 t``i BEGIN CONSTRUCTION. 4 oo \ 90 CONNECT TO EXISTING ASPHALT, 1� Cl j \F CLIFDEN/CASCADE c��1 CURB & GUTTER AND SIDEWALK. 'lam {� t0 \Na ' INTERSECTION SEE DETAIL - REMOVE AND REINSTALL DEAD 3 L 0 t c� COORDINATE TABLE LND BARRICADE TO STA. 12+26.21. �1 I�1,53 / a -,\ AY 00 D E L ROADWAY C r�- � \ STATION NORTHING FASTING DESCRIPTION 0+00.12 -262.17 1652.38 APPROX. CL W.BAB000K ST. _ z d$3 v - 00 OT INSTALLED (A.B.) \ \ 2+40.12 -22.17 1652.94 CL ALLEY 1 O w _ R. 16'•2�^66 A. 49 INSTALL 39' OF 4" & 6" -69L- -'0r`r_ STA. 9+73.27 SLR 4 IRRIGATION CONDUITS (A.B.) 4+25.12 167.83 1653.38 CL ALEXANDER --b1Hi:iw 29NBu'T INSTALL DECORATIVE \ 5+46.01 283.71 1653.66 PT CLIFDEN BEGIN HORZ. CURVE LL 1 - _ LENGTH-313.89' CROSSWALK �� SCALE 6+34.94 372.20 1645.98 CL ALLEY 2 kg' rr - a RADIUS=500.00' S \ 6+45.05 382.13 1144.11 END PHASE 1 N00 8b2"E Y= �r L=S `8 8 8 -- DELTA=35'S8'10" HORIZ: 1" = SO' (yam�w-I S � VERT: 1" = 5' 6+54.38 391.26 1642.21 END ASPHALT PHASE 1 10+22.21 709.19 1468.61 CL CASCADE - `\ 1 1 X17 HORIZ: 1" = 1 OO' 12+02.21 855.12 1356s1 CL ALLEY 5 € \ 1107 VERT: 1" = 1 0' 12+12.21 863.23 1352.75 END PHASE 2 $� 12+26.21 874.58 1344.56 END ASPHALT PHASE 2 g I- M CLIFDEN DRIVE o _ + m a M � an n o m a II + Mo d + n a0 o csi °d o Q > .-__- VI W - Na > FJW NQa W N+II wII I IIIII II IIII W d0+II ^„ m > s YI a Fw WSPHALT ndp ±I H 0 9955- QZZ N W '- p W�' nd O a 4780 - " Lil c0,i II a a a > a CONDUITS HOPE (A.B.) II (n _ + _ _ _ _. 4775 EXISTING 4775 GROUND -1.0009NOT INSTALLED (A.B U7 G91101614 WDIRE NO Z INSTALLED A-B.) - - - _ Z Ut, 4770 - - - - - _ Q O d w 3 NOT INSTALLED (A.B.) If ---- --_ _� o N S 4"& 6" RRleA:R 4765 p U ' a (4765 NOT INSTALLED (A.B.) O J- a W J m 476D rn N m Y1 u W aN o N Wm UU Nm Qn > S rij Zs^ O Sd QJ WW aW > W ^IyyJ as W �W ' J 4755 W N 4755 wN d �n W� Wo W� RECORD DRAWING m W6 W W WO WM Zm Zd N1/1d 2N ZO''. Q} d �+ ZQ �M aN .- KO KN aN W d F w e a F F PROJECT NO. g/allohd Z� mm4 750a i 3384.012Z wn W n 4750 SHEET NUMB E Ofm O M 0 � N 0 0 m O OOmO m0 O 01 6 0> 0 0 DRAWNG NUMB ER N 0m� �mz 00 0 0 OD 0 m� R-2 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+DO 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 si MEYER'S LENGTH=187.79' mo° ROADWAY COORDINATE TABLE STA. 13+06.31 INSTALL 48' OF 4" & 6" \ v - oz GAifE^ M RADIUS=300.00' z m°z STATION NORTHING FASTING DESCRIPTION SCH 40 PVC IRRIGATION CONDUITS (A.B.) \ z r SfgTCA/ DELTA=35'51'54" 0+00 526.12 246.66 WEST R.O.W. COTTONWOOD STA. 12+73.33 INSTALL 39' OF 4" & 6" f S </'Uf :z 0 4+07.56 525.17 654.22 BEGIN ASPHALT CASCADE SCH 40 PVC IRRIGATION CONDUITS (A.B.) S J� 4+37.56 525.10 684.22 CL STAFFORD 9 o0 NOT INSTALLED (A.B.) �, STA. 14+25.09 SCALE 12+64.38 709.19 1463.99 CL CLIFDEN \ INSTALL DBL GUTTER F w I 17+28.77 886.79 1877.32 CL HANLEY p COB STD. DWG. NO. 02529-1 HORIZ 1 = 50' 17+58.77 886.77 1907.32 END ASPHALT CASCADE VERT 1" = S' 23+79.78 886.45 2528.32 BEGIN ASPHALT CASCADE "P�' 24+38.78 886.42 2587.32 CL KIMBALL 11x17 HORIZ: 1" = 100 28+20.43 886.22 2968.98 CL FERGUSON O4. 11x17 VERT: 1" = 10' n z IN STA ..FORM-_. '� eo z STA. 12+15.44 CO �- DRAB GHA. I�1' '�• _ INSTALL DECORATIVE _ F2 - �,f ' - STA. 13+13.31 SEE DETA.- 64' (A.B.) s CROSSWALK / INSTALL,DECORATIVE 68'O p l p STfr .38 INSTALL F CROSSWALK y I` HDPE UTILITY CONDUIT F (� an p - vi _ _ _ _ - 12" & 18" (A.B.) - - STA. 12+64.38 CASCADE= e w C ; CONTRACTOR TO INSTALL STA. 10+22.21 CLIFDEN o 5' SIDEWALK IN OPEN SPACE 0 0 3 1 CASCADE/CLIFDEN _ F o INTERSECTION CASCADE/STAFFORD I 0 0 v INTERSECTION SEE QETAII n 1 SEE DETAIL I a INSTALL PEDESTRIAN CROSSING \ � STA. 12+64.38 42'RT CASCADE STREET STA. 4+07.56 BEGIN (33' SIGNS (W11-2) w/DIAGONAL DOWNWARD \ CENTER DBL GUTTER TBC TBC) POINTING ARROW PLAQUES (W16-7P) SEE SHEET R 2 m rn - `z ASPHALT, CURB, GUTTER I - 64' (A.B.) - DETENTION POND & GRAVEL SECTION STA. 4+71.56 INSTALL CASCADE ST. �# OF _ '40 �p� SEE DETAIL I HDeE UTILITY CONDUIT - - `o ,. d75 N z.1 h 178 t 30' °o _ C�� 2�o Gp' 2 '^ s;n g $ $ L--765.9. 60 16.5' 8 INSTALL DEAD END BARRICADE - - - -- - -- - - -- a LENGTH=376.67' -- SEE COB STD. DETAIL NO. 09810-2 W STA. 4+49.56 RADIUS=600.00' \ IL ' z DELTA=35'58'10" NOT INSTALLED .B.) p STA. 4+37.56 CASCADE= 4i INSTALL DBL GUTTER STA. 8+02.45 - w 8 COB STD. DWG. NO. 02529-1 INSTALL DECORATIVE LL STA. 7+85.06 STAFFORD e _ STA. W-95 INSTALL 32' OF 4' & 6" CROSSWALK �, \ o OF CI SCH 40 PVC IRRIGATION 0 DUITS 1w " o ALEXANDER PARKWAY CONTRACTOR TO INSTALL NOT INSTALLED A. A B. 1\' ►--1. �^" INTERSECTION .SEE DETAIL �� 5' SIDEWALK IN OPEN SPACE - ,� R S 8 LOW POINT ELEV = 4775. CASCADE STREET LOW POINT STA = 15 9 PM STA = 14+2 .09.09 ao -90 o rna No PAELEV= 4775.62 _ A.D.-= 3.00 .00 a ,n a; 6 N o K = 34.00 No a M N O N r'^ m M IVlJ N 0�� p O m r N r a m v ao0 Sri dSFi 1`d0 68' VC rn+ rn n ; ^0 m a II II II It + e N r`N ,j c c� �d o 478.5 ,n �, m II > o m O m y, a r u u Q F JH n n _M a of > >II I �1 jr a r a A n vi Q P G[ M N II II > V' w Q JQ W' Q yl III II + + r Z iWEI a II II I) u Q w J 5 5 a s a c~il w�' Lam" K > M a a Q If r r a dui r w �' ,n w ASPHALT a a a S N �n a N s w f w Z a II a w 5 5 > S a 0.7 as w U U N p a 4780 ° > II S 5 5 a a a a - 1 -0.50% °+ n a °S. 5 S _ _ m m w o a LJ w a a s 0.50 0. 4 1.8 "3. 0� a a I, N S 1 4 � 1 I - - - - - - - � - - - - - - - - - T - 4775 � 4775 - 0.8 %� - - - /7 12' & As" (A.B.) - _ ).7 0 0 �� _ 12" & 6" (A.B.) EXISTING�/ 4"& 6" IRRIGATION --2" UTILITY - -t- - Z ° A �i UTILITY GROUND CONDUIT, SCH.40 PVC CONDUIT HDPE I v CONDUIT HDPfi 0 Z w •'&-6'--iRM8AT-' w _ -- 4770 N o o- - - NSTALLED (A.B.) - - - �_ w N + F 4770 _ 4" & 6" SCH 40 PVC > a w IRRIGATION CONDUITS (A.B.) m M w I 3 CL Q o V, U + o -- 4765 a 4765 - - _ I _ N O U JLl- _--_-__I___ m N 4760 1 4760 w��a' ,�' °r° W v �� �n za J Z UU .} oa w0� Q Q w V) QQ W QW J� 4 > W rn 4755 <lo rn� -- -. �'1 N z WM RE of CORD DRAWING CID p Zr J+ � r ^ m ­EcT 0 4750 m UN 3384.012 U, m SHEET NUMBER4750 O m lO ' rM O nN -q:� M O m :M k O O N O n w 6N NLei m � � n n� m � 6 � 0� 6 � � 6 0 n DRAWNG NUMBER R^inmnb wb D 17 ^r rr rr rr rr rr rr rr rr r rr rr rr rr r rr r r r,� rr rr rn rr �r I`r "r I`r <r r r r r r r r r r r a r a{ M r r r r n r r r n a r r n r r r r r r a a a a v a a a a a a a a a + a a a a a a < a a �a a ♦ s a a a a a ♦ a a as +a a+ as as as as as as a as as as as as as as as as a a a a a a a a as a a a a < as a a a a < a v a a ad a a a a a a a a a a - R-3 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 'moo ROADWAY COORDINATE TABLE 1 mui T STATION NORTHING FASTING DESCRIPTION a� F 0+00 526.12 246.66 WEST R.O.W. COTTONWOOD SCALE �'�� 4+0756 525.17 654.22 BEGIN ASPHALT CASCADE STA. 24+45.09 (6.33'RT) L� o _ 4+37.56 525.10 684.22 CL STAFFORD STA. 24+70.29 (31.5TRT) INSTALL 36' OF HORIZ: 1" - 50' $d W 12+64.�8 709.19 1463.99 CL CLIFDEN 4" & 6" SCH 40 PVC IRRIGATION CONDUIT I VERT: 1" = 5' 41t:'r'Kffs a 17+28.77 886.79 1877.32 CL HANLEY CASCADE/KIMBALL so L AKF.' o - 1 1 x1 7 HORIZ: 1" = 100' 17+58.77 886.77 1907.32 END ASPHALT CASCADE q INTERSECTION 1 1 x 1 7 VERT: 1" = 10' _^';c33n!i''�y 23+79.78 886.45 2528.32 BEGIN ASPHALT CASCADE ' "�' SEE DETAIL ¢ STA. 17+28.77 CASCADE= 24+38.78 1 886.42 2587.32 CL KIMBALL a 01''� CASCADE/HANLEY STA. 11+49.62 HANLEY C FERGS STA. 27+99:4328+20.43 886.22 . .INTERSECTION �x C41 'SEE DETAIL I CENTER DBL GUTTER CENTER DBL GUTTER STA. 15+99.04 56'LT NOTE: CASCADE STREET ROAD SECTION COB STD. DWG NO. 02529-1 STA. 24+80.71 COB STD. DWG. N0. 02524-1 CASCADE/FERGUSON INVERT RCPA, I D �' STA. 17+58.77 TO STA. 23+79.78 CENTER DBL GUTTER y� INSTALL FLARED ,s 30VOSV0 STA. 23+89.84 COB STD. DWG. N0. 02529-1 INTERSECTION z NOT PART OF THIS CONTRACT, ALTHOUGH SEE DETAIL THE SEWER ACCESS ROAD IS. INSTALL DECORATIVE 64' (0.8J '� END SECTION CASCADE r z CROSSWALK STA. 27+62.43 INSTALL-W OF STA. 17+28.77 12'RT I j = D3 12' HDPE UTILITY CONDUIT LENGTH=187.79' INSTALL DBL GUTTER RADIUS=300.00' SEE SHEET R-6 STA. 23+79.78 BEGIN CASCADE STREET DELTA=35'S1'54" NOT INSTALLED SA.B.� ASPHALT, CURB, GUTTER 11 9.18 E & GRAVEL SECTION (33' TBC - TBC) CASCADE ST. AsG A y - 60 s.s' o - o 0 C / STA. 17+58.77 END g 16.5- $ $ STA, 2828+20.43 INSTALL DEAD END BARRICADE I CASCADE= - _ - - ASPHALT, CURB, GUTTER SEE COB STD. DETAIL NO. 09810-2 1, STA. 11+51.4s1 c 01 & GRAVEL SECTION I �/ 9777S7A. 27+73.93 FERGUSON Q _ I Z+ NOT INSTALLED A.B. A. k 7+ 62 CASCADE= � w CASCADE ST. ( 1 INSTALL DECORATIVE z SEWER ACCESS ROAD m -� TA. 7+26.08 ALLEY 7 I �/8� CROSSWALK _LLc �.. a SEE DETAIL D3 . 27+81'43 INSTALL x _ y _ = INSTALL DEAD END BARRICADE ` - -�T�1 ��•��' _ u-5 5' OF 4" & 6" STA 16+00.00 - 3 SEE COB STD. DETAIL NO. 09810-2 STA. 24+87.71 n n STA. 26+08.22 14.5 RT fA H 40 PVC IRRIGATION a o NOT INSTALLED A.B. INSTALL DECORATIVE �i CENTER ALLEY 7 APPROACf♦ NDUITS INSTALL 108' OF = „ 58.5"x36" RCPA o: s 30VOSV0 m a Y I q CROSSWALK S a < SEE SHEET R-10 ; z`z i o Da g o CASCADE s _ 3 3 I 3 �, F Y NOT INSTALLED (A. .) I 4 -- --- o _ K STA. 16+01.26 52'RT ]� ao ,R*) w v1 1� 2 IL_ INVERT RCPA, INSTALL 3 Z + 3 L � FLARED END SECTIONn n n^,^ T Sg ' = W/ TRASH RACK ¢ I f STA. 24+38.78 CASCADE= `' 'D Z I �' ❑ / rn STA. 11+50.95 KIMBALL o f ri r.i U w NOT INSTA D A.B. + rn N N STA.i6+94.a�iLl w OF N STA. 17+09.77^INSTALL 35' OF 4" & 6" - r N z �"�• `� SCH 40 PVC IRRIGATION CONDUITS 30V VO o CASC z � HIGH POINT ELEV= 4778.38 HIGH POINT STA = 19+24.79 HIGH POINT_ STA = 27+31.99 PVI STA = 19+24.79 PVI STA = 27+49.05 4775.79 PVI ELEV = 4779.40 4+25.09 A K = 9-1.10 CASCADE STREET A.D.PVI ELEV =-2.55 O 6.09 _ 1 .55 5. K = 23.53 4790 ;yp 60-VC m m m o d n O Ono M a 10 a r r0 CNO n O M O gg 16 Q O m i m " a. of °D rn m rn o of .6 + n + n m rn --+ o + n + n n 4785 n + n It w a rn a + n A + n �i a n a + 4785 ^ n< U NII w III wI Ny a II N tmJ NVji wI III I IIIIII Q II w V It to vi U IIII IIIIII > > > > > > U+ > i- w ASPHALT w m W 5 ZQH 5 w - 47S,: N O ao 4780 u a w 5; a 5 5 5 0 a -- L N w g s a 0. 5% a s a s W a w a .5 X 1.5 S -0. R .78 _. - \ `r _ 4775 I NOT INSTALLED (A.B.) EXISTING \ / / / V 0 Z N _ 't2"�H�4L+ii` a - - - - - - GROUND INSTALLED (A.B.) �gNgy�HgpE O Z v ! � NOT INSTALLED (A.B.) INSTALL \ Q. 58.5'x36" RCPA BOMB FIBPE -_ (n W w z 4770 I IN=4771.86 4"& 6" IRRIGATION - - -- 4 - > 1- NV o '- NOT INSTALLED (A.B.) -__�- m INV OUT=4770.77 CONDUIT, SCH.40 PVC - 12" UTILITY 0 O w CONDUIT HDPE w TOTAL LENGTH=108' m IL w o N SLOPE=1.0R S CONDU IT,UIT, SCH,40 PVC 4 IRRIGATION Q K Cn O 4765 -� �--�1 - -- - 765 p0 U a i Li 476C 4760 `° wro a6 m o z n W N JJ n w� UNa Ja a 04 J U U d a Qj < Z W FHJ NUJ QOW mW 0'w QQ aW VW �a0 Ym �r7 47jS > W N 4755 n �n x� wop wo O Z ww zN m+ I Z zN m RECORD DRAWING J+ 0- M O ZQ W' Q� - - -- - - ZN �N zN S U a Z Q O Q C�Q 2 Q w m PROJEC N . N 4750 W� UN w(~iI mN UN _ ,Urn 4' 3384.012 O W N n N IrO W r1 b m M n a N r0 Or h M n M M Or N N m a O r'l x1 N o0 a O n Oi N w M ^M W m w GO r7 n a n N Or 'n SHEET NUMBER p� m n„, tDo tOn nm a0 N OO,N ^M aN ODO �� V1� nn a0� 00� OIL OrN OrN a0N m� Oil O� O�n a0� rDa a,y O� t00 Nm �']n W� na OOM OON �O N00 Ord On 000 n N00 a0 ON {Oa nw Of'R N� a� rON OpM t0� n� Ol.r O m aIn '°� n� n� nro "1 ro �n '^ an �n uin 'gin mn N6 em '°m em '°6 'ern 'ern 'ern -m w6 ^n6 t,6 em o,6 -c6 o6 Nm N� ^� "�� a� ^� `°n ao^ '°� N6 `°r; `°" `�'° '�`° f°^ `�� `O^ '�� rri� �� Sao 1°° '°° `Om �� m� ro M n n r n n n n n n n n n ^n n n ^n L n r n n n n n n n n n n ^n n ^n ^n r n ^n n n n n n r n n n ^n n n n n n n n n ^n n n n ^n n n n n n n n n ^n n n r n n n n n r n n n r n r n n n r n n n ^n ^n n n ^ DRAWING NUMBER r.1 as ana IN a1 ana ana an an an yn as an an an an an an an an an an an an an ^an an an an a^ an an an an an ar` an an a^ an an en an an an ar` an an an an as an an an an an a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a R-4 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 mom < a `\ MEYER'S LAKE aow� bo OjU OU STA. 6+99.31 INSTALL ALLEY 5 APPROACH \ STA. 7+13.81 ALLEY 5= 24' ((A.B.) MPWSS STD. DWG. N0. 02529-7 STA. 5+18.08 INSTALL 25 bF 24• (A.B.) STA. 12+02.20 CLIFDEN -W-HOPE UTILITY CONDUIT STA. 6+79.81 INSTALL-45 Ut - 12" & 4" (A.B.) -t�HDPE UTILITY CONDUIT ---- NOT INSTALLED (A.q.)- �/ NOT INSTALLED (A.B.) 12" & 18" (A.B.) 9 24' (A.B.) z STA. 0+14.50 INSTALL STA. 4+15.77 INSTALL 451 OF LENGTH=263.67' �`L I ALLEY 5 APPROACH -+F HpPE UTILITY CONDUIT RADIUS=420.00' �� \ / / W MPWSS STD, DWG, N0, 02529-7i'\'cONDUITS " & 4 A. J DELTA=35'58'10" h� / TA. 2+37.50 INSTALL 24' OF z 2" & 4" HOPE UTILITY p "h� ¢ N z 24' (A.B. (A.B.) ° '� STA. 0+34.00 INSTALL- F Jr STA. 0+00.00 ALLEY 5= {g"-HDPE UTILITY CONDUIT ALLEY S chi STA. 9+65.06 STAFFORD 12" & 6- (A.B.) STA. 5+76.73 INSTALL } - +2-HDPE UTILITY CONDUIT 0 STA. 3+66.21 i W I 24• ((A B) INSTALL DECORATIVE / 7TA +25.00 INSTALL 2s' OF ) CROSSWALK •� �' w o w `m > O1 -34-HD E UTILITY CONDUIT 24 I� STA. 2+92.50 INSTALL 2S Q 3 12" & 4`I(A.B.) I 2. q W i_ rt2�H PE UTILITY CONDUIT 1 / `'� O� 12" & 4 A.B.) \ �' � I NN �" 24' (A.B.) \o � 5= STA. 3+58.77 INSTALL-2V OF 4" & 6" �� O F ,g SCH 40 PVC IRRIGATION CONDUITS o CONTRACTOR TO INSTALL 5' SIDEWALK IN OPEN SPACE i o Q I _ cn I o STREET _ - LOT 14 �I - �' FR _ CASCADE STREET - Ij HIGH POINT ELEV = 4776.84 HIGH POINT STA = 3+74.99 PVI STA = 3+74.99 ALLEY 5 PVI ELEV = 4776.98 o A.D. _ -1.10 4790 w i 4790 K = 90.91 SCALE m o d 100' VC HORIZ: 1" = 50' Q m FD � � 4765 VERT: 1" = 5' 4785 1 1 x17 HORIZ: 1" = 100' � Z N 11x17 VERT: 1 = 10 + + N Z +a +n + o a �� Ila II II yj6iw II II II<orn N<Sawws nww wa m a s S,M > I1 II n II�II 4780 11 nII > 12" & 4" UTILITY W 4780 CONDUITS HOPE (A.B.) SnASPHALT Vw S S 5; -> a 5 5;5; 3- -0.73X - OOx 4775 %0.7-3. . 1 Z V1 _ O H o � 12" & 4" (A.B.) 12" & 4" (A.B.) 12" & 18 A.B.) Z ri `(12" do 6" A.B.) UTILITY J EXISTING -+�UTILITY J -YY"UTILITY x ` 4 CONDUIT HOPE 4770 w a �UTILI Y CONDUIT HOPE GROUND CONDUIT HOPE I 4770 CONDUIT HOPE 12 & 4" 4A.8.) " 12" & 4" (q.8.}} UTILITY 12" 4" (A.B.) 4-2"UTILITY ROADWAY COORDINATE TABLE Erl w 4"& 6" IRRIGATION UTILITY 3 CONDUIT ILIT CONDUIT, SCH.40 PVC CONDUIT HOPE CONDUIT HOPE STATION NORTHING EASTING DESCRIPTION m IZ J o NOT INSTALLED (A.B.) J ++ rn 0+00 705.10 684.64 CL STAFFORD V) Q o +:'r: 3+26.37 704.33 1013.02 BEGIN HORIZ. CURVE o 0 4765 C9f/BBF>-1iBPE 1 I ` 5+92.04 783.83 1259.89 END HORIZ. CURVE NOT INSTALLED (A.B.) O a Lj 7cy +13.81 855.12 1358.61 CL CLIfDEN W a mj 4760 6wi J f J a Q Q Jr. Ld UU J vwx� w « Q w 4755 No rn 4755 N o m in z wo ww n 20 �+ u fr� Z n PROJECT NO. O _ Ln a p �N 475D RECORD DRAWING 3384.01Y j 4750 U v~i w< SHEET NUMBER N O _ O Q N n O c G N CIO n0� nM nr w,- n[O nm rop Or NN dY NN Mtp �� O�� O�n ap�p '!1< MN O�Q+i7 O rj vj riy �� M� Oi1N nN n� <� r� �6 M� �� �� �� �� no 1,6 r, o o r� �� rw p0 nn n n n n n n I`n n nn nn nn nn nr rr n n n nn nn rn nn nn nr rr rn rr r nTn DRAWING NUMBER h nr n� nr "� nn �I` <n an ar an en ar <r yr an <n ar ter+ an an an an al` en an va er yr doaa 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 3 mom MEYER'S LAKE z; z uz CLIFDEN DRIVE �� - �' �-�� �p C,� 4 o s � aWW� o0 9 � Y ROADWAY COORDINATE TABLE _ IN DESCRIPTION N/ b 'o+ 'a, STATION NORTHING EAST G J 0+00 -262.83 1674.63 APPROX. CL BABCOCK HANLEY CASCADE _ 2+40.14 722.69 1875.19 CL ALLEY 3 STA. 6+24.14 3A INTERSECTION yli y.' 1 4+25.14 162.31 1875.63 CL MONROE SETBACK BEGIN CONSTRUCTION. MAYN 6+0514 ARD BORDER DITCH SEE DETAIL I t p . 342.31 18 CO 76.05 CL ALLEY 4 CONNECT-TO EXISTING ASPHALT, NOT INSTALLED (A.B) ,- - - f CURB at GUTTER AND SIDEWALK. 6+24.14 361.31 1876.09 END ASPHALT PHASE 1 REMOVE AND REINSTALL DEAD 35 STREAM a `P 9 7+85.14 522.31 1876.47 CL COVER END BARRICADE TO STA 11+79.62. HANLEY/COVER SETBACK \ I ' 9+65.14 702.31 18766 CL ALLEY 6 INTERSECTION NOT INSTALLED A.B. 0 _ ..�� ��• .. �" � 11+49.62 886.79 1877.32 CL CASCADE cn 0-4 SEE DETAIL 11+79.62 916.79 1877.39 END ASPHALT PHASE 2 STA. 7+85.14 HANLEY= - STA. 0+00.00 COVER _ HANLEY AVENUE - STA. 11+28.77 CASCADE ------ - _ (33' TBC - TBC) - ��_ I - STA. 17+28.77 CASCADE wV wv. _ z' N 0 30' -L 1319. g 6Ic' 16.5 8 �o -- g - _-" - -i. STA. 11+79.62 N _ - END ASPHALT, CURB, STA. 7+85.14 12'RT STA. 9+65,14 HANLEY- I STA. 11+37.62 GUTTER & GRAVEL SECTION CENTER D8L GUTTER STA. 0+00,00 ALLEY 6 INSTALL DBL GUTTER HANLEY AVE g SEE SHEET R-9 COB STD. DWG. INC 02529-1 10 10 STA. 11+79.62 o: I STA. 9+65.14 14.5•RT REINSTALL DEAD END BARRICADE �i �^ > CENTER ALLEY APPROACH I SEE COB STD. DETAIL NO. 09810-F w o w m a I a SEE SHEET R-8 ww z f 1 `z 3 3 3 3 0 u, Si e 0 o `n a: o y c� o O e S Y - O N rr, I N Z J I Z �W m � Iz uj N r• AIINVH N o { + + + + + II a a a HANLEY 'A n J T HANLEY AVENUE 0 { 4795 4795 O t * r, + �i o ao0, a 10 "I 4790 II tl I N N m 04> vi + n N ID w , 0vJI Nwo ZOQ oWW > p w oil + mw nn> NN a 47855(L w > u o W 4785 5 5 -1. 0 a > a < ASP 4780 a 5 as a> 4780 a- 4% _1 3 z w 0. 0 N SCALE EXISTING N01 STAD 471b j a HORIZ: 1 50' m GROUND 5' IN VERT: 1 a77G 11x : ' OZara 1 = 10' aSz �770 01x17 VERT: I7 = OD N� mi 4765 m } N a - - - ^ n J �� i W J wa UU a xa a caiw EqxaNOMn N�jn� On,r7 nm a+m n n. <n arrXw<,nsraVaI as a1IIy �as tWna� < ny an~ a a4 /(( OW/) W I L 0� - 7 wNO4760 woi woi za p ZN +x+z firPQO E CT In zu Wz¢ 4755 4.0 12 zQ - wUr- Wi1n 338 t win EETNUMNB OE SH R < ppNNn NaD ✓ 0NU V)455 ? u Oo] IN D a O O 0 0 o � �D O 1 ( 10 I0 vo uo DRAWNG NUMBER 10 0 p� a0 01 7p n RECORD DRAWING wi N N 0 16 6 o 6 6 ' ' 9nm R-6mD m� Wnmnm : nO n nO nD 9+50 10 10+50 11+00 11+50 12+00 12+50 13+00 3+50 4+00 4+50 5+00 50 7+00 7+50 8+00 8+50 9+00 z duz c � ROADWAY COORDINATE TABLE ?ia � STATION NORTHING EASTING DESCRIPTION44 a o b 5 ' 0 �'- v a 0+00.00 -264.53 2584.63 APPROX. CL BABCOCK �rcu > NJJC C o 0 0 o STA. 9+65.18 14.5'LT 2+40.18 -24.35 2585.19 CL ALLEY 3 iw`�O C ¢ d a W CENTER ALLEY 6 APPROACH 4+25.18 160.65 2585.63 CL MONROE ��� o = x I SEE SHEET ,-8 I 6+05.18 340.65 2586.05 CL ALLEY 4 ^_ �� r& 6+15.18 350.65 2586.07 END PHASE 1 i o z STA. 11+50.95 42'LT 6+23.66 359.13 2586.09 END ASPHALT PHASE 1 2 �e N m m m m CENTER DBL GUTTER 7+85.18 520.65 2586.47 CL COVER .Q N SEE SHEET R-2 9+65.18 700.65 2586.89 1 CL ALLEY 6 ui STA. 11+19.36 INSTALL 36' OF 4" & + 11+50.95 886.42 2587.32 CL CASCADE �� a SCH 40 PVC IRRIGATION CONDUITS (A.B)I 12+09.95 945.42 2587.46 END ASPHALT PHASE 2 ¢ KIMBALL/CASCADE V, N INTERSECTION �\ LOT 34 SEE DETAIL STA. 8+1 1.68 STA. 12+09.95 INSTALL DECORATIVE I _ REINSTALL DEAD END BARRICADE CROSSWALK BALL AVENU I -- SEE COB STD. DETAIL NO. 09810-2 `yam' (33' TBC - TBC) EXISTING SEWER v " - - L ,o N00'08'02"E 30 -.-. - _ACCESS ROAD ' g- 17a o0 60' 1 1 6 5' _ o r- c� 0 � --- --- STA. 11+01.52 STA. 12+09.95 END ASPHALT, 1 STA. +23.66 $TA. 7+85.1 KIMBALL= INSTALL DECORATIVE --_ - CURB, GUTTER & GRAVEL BEGIN ONSTRUCTION. KIMBALL/COVER STA. 7+10.0 COVER 0 CROSSWALK >:� SECTION-KIMBALL AVE. CONNECT TO EXI ING ASPHALT, ^INTERSEQqTIION }' CURB & GUTTER AND SIDEWALK. U SEE DETAIL I / STA. 9+65.18�KIMBALL= I REMOVE AND EINSTALL DEAD PPPRRR ' STA. 7+10.0p ALLEY 6 cai r U NOT JNSTALLED (A.B.) END BARRICADE TO A. 12+09.95. STA. 11+5q.95 KIASCADE < v� STA. 7+73.18 STA. 24+38.78 CASCADE cS INSTALL DBL GUTTER - '+ -}- - w ow T v COB STD. DWG. NO. 0252 -1 z z r I o WW� ^ fNSTALL S ORM I CONTRACTOR TO INSTALL STA. 12+00.39 �� r ( f, 5' SID ALK IN OPEN SPACE I� rc CROSSWALK INSTALL DECORATIVE 5 1 DRAIN CHASE ; to i SCALE SEE D TAIL € 0 HORIZ: 1" - 50' Z z a rn o O m 50.95 42'R T VERT: 1" = 5' CENTER O W £ - - e 11x17 HORIZ: 1" = 100' o, SEE SHEET R-2 ¢ Q ¢ 11x17 VERT: 1" = 10' DETENTION POND 1 I / + c~il " N = i ®i SEE DETAIL Od� � RECORD DRAWING T � I o a m m o m n � a n m KIMBALL AVENUE na ° m jO `o � - a 4790ob 1 I j} m > +14790 J as > m 4765> 4785 a aa nm� 5 IIII ¢nn 0. 0. a 1 m; mu aZaa oo QO j n - - . (QV Z Q 55 ¢ 41 w1tl Z as r -ASPHALT g g 4780 O 04 a a 4 LJ 0 4780 5 o Op 4775 XISTING GROUND N 4" & 6" SCH 40 PVC o TINSTALED (A.B.)OUITS A�, 00 � _ N Lj n - �4770 II I m co m j 4765 I Q o �4765� -----J L I - I IT- a j II W j j ------- II 4760 _ _ n Waaa10 /x��< �_j L)iw �w > 2 ZJ < JW ¢W �W �w 4755( O aQNOMM 4755 m� O� w=nO o r��^ n n Mn n 'Mn0 p0np Nn Man0 Nri�� OM IMM�a♦ tCnpl m0<ra MNn-�rmne7 OcnV pNYnOp) nnMMYn♦) d_0Mn<- - CoZ N ? oZN � + CL K PROJEC T N I+ + w+ J W om 1 n Z z o WH 4755 3384.012 Z O UVIiN SHEET NUME 4755 UW U W4 J6. m N p� p!m tt n O nm r-: aINNO on Im0 1 0 � m W C6 nr 4,6 anM rM M DRAWNG NUM0 mm m6mo o mp; m c6 c6 m ^ n o mapj rm 10n mIs 41 O Y Y Q a - I R-/ 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+DO 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 11+79,18 mi= iwrc c�c��z CC nUK(ZJ !) _ CASCADE STREET I > N o�� MW Z 3 STA. 0+14.50 CENTER x ALLEY 6 APPROACH IMPWSS STD. DWG. NO. 02529-7 o pp Zs 24, (A.B.) STA. 6+95.50 CENTER 12 ���y STA. 0+34.00 INSTALL z^S OF ( ALLEY 6 APPROACH 3 I Z1n+ l �r HDPE UTILITY CONDUIT -STA. 4+65.00 INSTALL Y& OFB) MPWSS STD. DWG. NO. 02ROACH 0 k 6" (A.B.) 4-2-"-HDPE UTILITY CONDUIT 24' (A.B.) 12" Ac 4` (A.B.) co 24' (A.B.) u - 10t STA. 1+25.00 INSTALL-2V OF i-i HOPE UTILITY CONDUIT ALLEY 6 STA. !+HDPE UTILITY CONDUITI a e2" & 4' (A.B.) (14' PAVED) 12" & 6" (A.B.) rn a e I NOT INSTALLED (A.B.) m a 24' OAS) c S 3+ 2.50 INSTALL ems' F 24' (A.B. HDP UTILI CONDUIT STA. 2+40.00 INSTALL-PS OF 12 h 4' (A.B �4: q ) OT 43 9�'=HDPE UTILITY CONDUIT SSS A. 5+85.00 INSTALL12' & 4" (A.B.) HDPE UTILITY STA.!0+ . AL S'STA. 9+65.14 HMEY6 A. 7+10.00 ALLEY STA. 9+65.18 KIMB A6L=L II I Ww Ho� .I I - e COVh.'R STR6'ET - - - - - - - g HIGH POINT ELEV= 4780.37 HIGH POINT STA = 3+1 .46 ALLEY ROADWAY COORDINATE TABLE PVI STA = 3+10.46 4795 - _ PIA V- _ a785 STATION NORTHING EASTING �ESCRIPTION o 0+00 702.31 1876.89 LEY0.91.107+10.00 700.65 2586.89 BALL 100' VC o m o 0 4790 gg W n � - 00 OIN N N 10� rn r o o o + NNoI 4785 N -w-II +o N _vm =CV 4- 0o In w w 5; Saa o w Ld a ASPHALT N a a a.5 Qa 4780 0.5 a -0.5 — - 4780 H (1 12 A4 4" fA.B. 2" 4` (II.B.) (12- ylc 4" �A.B.)LITYi� UTILITIIHY Z v7 a ONDUIT HD E �-? UTILI Y — — _ ;-,` L Z I 4775 - CONDUIT DIP CONDUI HOPE & 8" (A. .) 12" 1#' (A.B.) T uTIUMpg 4775 N m CONDUIT ND 11T H P EXISTING UT � •Ty '') Elf co w U D E GROUND CNDUIT HOPE CONDUIT HD�E Q O } N a - - — 1 " & 6- (A. .)- UTILIT N w 4770 - NOT INST D (A.B4L ONDUIT HDPE 4770 Q + a a o V) T Q 0 mSCALE Z I L4715 a7ss_ N HORIZ: 1" = 50' VERT: 1" = 5' w v=i �W asp 11x17 HORIZ: 1" = 100' —J z a76o N Yo 4760 11x17 VERT: 1" = 10' > Zd zo Ir w4 a �� ZJ ZO I N 'll a �� is vl az n m 4755 M' w< a U- - 1~/1 4755 PROJECT NC N - - - p 3384.012 O 'Orn T� Mro 'n.rn �O <"1 hy1 M1�j N� �N 00 aD� �^ N� �+ NM <�' +Q ✓l p1 �ppp +O MN ^ALA" SHEET NUMBER r^�� �6 �� m mp a0 �- �� i� a _ RECORD DRAWING nn n^ nn rn rr nr ^r rn ^Oro nON - nro npp �9 npOD ^'pOp nn n�q nn n°r' n� n^ tn0^ `n°pnp 10^ ^^ '^°n `^° r n n n n n n n +n �n yn +n +n +n +n +n +n n nn ^n ^n ^n ^n ^n ^n ^n ^Q6 n^ r n n 7RNYING NUMBER +j< as +a ++ +e '°+ +a + e + ♦ + a ♦ a + +a +a +e ++ ++ ++ a+ +a as 'Nc a a a R-8 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 3p ROADWAY COORDINATE TABLE m o Na � STATION NORTHING EASTING DESCRIPTION L^�io 0+00 522.31 1876.47 CL HANLEY I 7+10.00 520.65 2586.47 CL KIMBALL 0 _ I 8+79.44 520.25 2755,91 CL ALLEY 7 > um i<' - -- _ I 10+89.52 519.76 2965.99 APPROX. CL FERGUSON zp - - - - - tnT 4J g e STA. 0+00.00 COVER= STA. 7+85.14 HANLEY 1 OVERJKIMBALL .� o s INTERSECTION SEE DETAIL III I NOT INSTALLED (A.B.) LO 39 LOT IL COVER/HANLEY y'+D �+y��+ T STA. 6+76.00 INSTALL�i& OF STA. 10+89.52 COVER= INTERSECTION 1./L S 1 /q1, 1 HD E UTILITY CONDUIT STA. 8+79.44 COVER= 1 STA. 7+85.01 FERGUSONti I I SEE DETAIL >f (33' TBC - TB ) 2 6 (�4.8.) I STA. 3+60.00 ALLEY 7 3 > 589'51'58"E 60' -� 0 16.5' o N o 45 n INSTALL STORM n� p a DETENTION POND I z Y m m DRAIN CHASE ., rn. 1 ti ° 83AOD z HYI w SEE DETAIL I = v u', � •° 213A00 � SEE DETAIL �� z I_.r , m -r'--- y i tic SCALE COVFR s. � z COVER s* �p p o I p 3 I HORIZ: 1" = 50' E"oK - F F Y K K O I - ir li VERT: 1" = 5' W N (( STA. 7+10.00 COVER= uW4.lt m STA. 0+34.00 INSTALL•6f} OFB) STA. 7+85.18 KIMBALL 3 w 3 �I 1 1 x 1 7 HORIZ: 1" 1 00' z I $ ii HOPE UTILITY CONDUIT $ I $ a 11x17 VERT: 1" = 10' 12" & 6" (A.B.) STA. 7+10.00 12'RT o o e a I g^ CENTER DBL GUTTER o STA. 0+12.00 SEE SHEET R-7 + + af A - Q INSTALL DBL GUTTER m n 1D m + W N MPWSS STD. DWG. NO. 02529-1 0 8 m� ALLEY 4 HIGH POINT ELEV = 4782.34 HIGH POINT STA = 3+97 T1J', < PVI STA = 3+99.47 1.14 RECORD DRAWINGS g PVI ELEV = 9 RECORD A.D. _ 7 44 K-=87.6 I 100' VG COVER STREET N � NN + n y�g Q 3 4790 rn m W ai 6 an0 ^O y s No o + "+� < a a °Qn° Q n ro I y II a n lO m No 4 u > > u < or < w w N < II II II 0 (N V 1%1 t;i II II I IKe m m t0 > > II > a > > > n rn + II J - 5 W W o a o 4785 a a w r- m m w "' a w n + + w 5 w In w - 5 S w 5 5 a s ASPHALT a a 5 5 11 II IIII n l I II d a a l Q 0_ 5 a a a o. a a w N m 0.79 .74R a 0. 47. -0.609. w `- ~ yo 4780 4 .11 2 1 -0.609? 5 5 X - - s9 (V Q 9 a 0_ 0 LLJ- rn a 12" & 6" (A.B.) - EXISTING 12" 6" (A.B.) I Q `�� UTILITY GROUND UTILITY _ a 4775 CONDUIT HOPE CONDUIT HDPE I n o II Z cn _ O `N z U W va 4770 N T INSTALLED - > w NII m 0 c o w a4765 _ II _ (n nO o � a U I >W> ly, m 4760 ro OD y J J z �W a< W a Q N 4755 =.. _ N > '2 -- --- --- - - - --- - __ w Z ww m U a :1 m IaW'+ Z QJ + + O Q F O = wr w� - < -t_ _ V) _ � c338a012o. N 4750 ovl _ _ - - - - _. QnyNI ryImmny <dna yNa yNa <a aiarn ya y� ya ya as Oa �y as va s <a ay any as Yy as <y ay Oy <ra ammn m aanp a mn na nn na nn a nn a nn amnn Ymn t<q ma e+0 m ynm mOYln Yp� pm,��'Nmy aN SHEET NUMBER0' Mm m I Ol 10 ON I I M ID ^ I a pOV m 0 llm 7O m m $ � m m N mN N NtV n Y Ym Mmm Owy, DRAWNG NUMBERWm0m6 O � � � O m mO n ON O m< MN 0t Or : M m 0 0 M 00 m0m0 .60 O� O� nn D N mm �mm00 mm m am m mm o mmmm On x -- --- - R-9 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 Z I I mo F ROADWAY COORDINATE TABLE LUT 34 !" C I STATION NORTHING FASTING DESCRIPTION rcc� I4 OU > -- 0+00.00 160.25 2755.07 CL MONROE 3+60.00 520.25 2755.91 CL COVER ALIGNMENT Imo 7+26.08 886.33 5756.77 CL CASCADE INV K/M©ALL AVENUE INSTAL STORM ll{{ / DRAIN CHASE - SE DETAIL I 34' (A.B.) STA. 7+26. 8 ALLEY 7= I STA. O+OD.00 ALLEY 7= DETENTION POND STA. 5+32.50 INSTALL-35- OF w 1 STA. 26+OB 2 CASCADE STA. 8+7 .44 MONROE SEE DETAIL! �2• HDPE UTILITY CONDUIT STA. 7+1 1.58 INSTALL ALLEp 7 APPROACH Y;INSTALL 0+14.50 STA. 3+60.60 ALLEY 7= MPWSS STD. DWG. NO. 02529-7 ALLEY 7 APPROACH STA. 8+79.44 OVER ALIGN ALL Y 7 SS STD. D G. NO. 02529-7 \ (16' PAVED) 0 �r = U ICI 6 s STA. 1+92.50 INSTALL35= F -- a STA. 3+86.50 z 4�HOPE UTILITY CONDUIT INSTALL DECORATIVE SCALE IIIIr, 12 & 4" (A.B.) 3 3 CROSSWALK 3 E, _ - w v�i fiz o w m "III O STA. 3+79.00 INSTALL4534': OF 4 & 6" \� HORIZ• 1" 50' _ w rc R SCH 40 PVC IRRIGATION CONDUITS �_ r �: I VERT: 1" = 5' �� 2 � ,o e 0 0 0 ° 1 1 x 17 HORIZ: 1" = 100 r„ 0 ! z STA. 6+93.61 INSTALL 34' OF `gl 0 00 00 12" & 6" HDPE UTILITY CONDUIT (A.B.) v =11x17 VERT: 1" 10' c; o o o < I ZO <-' ` $ + +° I cn + FERCUSON AVENUE ��^ o ALLEY 7 a_ 4795 _ 4795 u a II n 4790 4/90 w v>J Jew I m n Q w 55 16 .6 d>� 5 a5 a o n a d + n �� I4785 4785 N O w a On•-n a i. % - - 1 p p <n< - W o AS CL > II u u cn N VI vim 0 Q_ ¢ 4780 _ 4_a a 555 4780 1? &-4--E B.) _ naa UTILIY - - - Z ~ CONDUIT HDPE EXISTING 2-1 00% O Z o GROUND 12" & 4 A.B.) - Ln w N +� DTI ITY _ CONDUIT PE 4775 > w IL (4775 - - w 4"& 6" IRRIGATION 12" & 6" UTILITY m O r CONDUIT, SfH.40 PVC CONDUITS HDPE (A.B.) CD w d J o N cn — a a 4770 O IL a W J m � � --- n 1+765 >- 4765 m � �n n � J n w Z wa cJiicJi a as Q Q w R-F UJ N zw ¢¢ I pw �W 4760 N N 4760 02 - I - I id - wo --- m ZO zio (a +° n Z PROJECT N0. Npa„n= OV�a]I,vZspj¢paapV0s) nM�a�`ast0 M�yaVaQ�0l �maOmas, Gma0�M°sD VmaI'M°s�0 NUNaD<Oas0 OmhILn�s -nmn_mN�s 1p0n0�N�s VCnpIMNs VOOa).ONs rma1m�s Na��s nans naI ns "anns nans Ians alna ee ana anns ans a�mns n"a,Ynna anna$ns' �nr�na 0A ^ 4755UZ 3384.012 XN UN 4755 SHEET NUMB ER OM OR V O� O RECORD DRAWING m mmmm co mO 0I ,m � n DRAWING NUMBER i m - nn 0 m W n 'e � R- 10 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 aw� �o ROADWAY COORDINATE TABLE ci ou I` V N NORTHING EASTING DESCRIPTION 0 -265.23 2959.58 APPROX CL BABCOCK 1159.77 2963.05 CL MONROE 1519.76 2965.99 CL COVER ALIGN49 886.22 2968.98 CL CASCADE 00 984.73 2969.78 END ALIGNMENT �Q MONROE STREET WATER SERVICES »?' k ROAD REC NSTRUCTION SEE DETAILS 0 (f 0 m _ 7 \\ O I O 10' 48 N O f + v N + + + I + a n m � � FERGUSON/CASCADE PERGUSON AVENUE I ¢ INTERSECTION C -1(40' TBC - TBC) °i m - -I- - - - - - rn v'-i SEE DETAIL D'1 WKL WRY uVM1E W'n oo o g L=1250.0 o g 8 g $ g ---- STA. 27+9 21'LT �W CENTER DBL GUTTER � SEE SHEET R-4 xw R STA. 7+85.01 FERGUSON- STA. 11+51.49 FERGUSON= STA. 10+89.52 COVER ALIGN STA. 28+20.43 CASCADE FIT I FERGUSON AVENUE a - I - 4795 SCALE m HORIZ: 1" = 50' °tea 0 3 3 1 1 x 17 HORIZ: 1" = 100' Z BACK of 11x17 VERT: 1" = 10' SIDEWALK RADE N O (0.58' ABO TBC) - 4785 0 ao 4785 - - i - -- ----- --Y _ _. + W N ASPHALT w <1 FERGUSON - 4780 ILn Z 4/8C - Z H w } c Z Q W a 47751 -- I - - - � 0 O Cl] w � 5 w + cn rn - —� - 4;;0 F- Q CD al 47;i1 w 0 Z J W Ln 4765 N ZW « �w V) - wO —_ W.W -� Z Kmi � Z� m zq ZM J+ ap w+ Zr K� PR ECT U z¢ ZF UV~I 4755 5.1840120. mna.� M�na[I> NNe Oa n<e i ♦fa m< m♦ N♦ Na ONaff I' acw� N00na 0na1 Nna Nn+ Ona 4 nn< ne--- mna nn� Ynn+_I- nna Onn+i mnna-— nna Onna mIra� N Nr Oa T NUMBERw4755 uv SHEE O m p Oi W m m m c0 DRAWNG NUMBER 'oi m 'o 00 m OD m m m n n n nm RECORD DRAWING R- 11 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 w3p mo si STA 7+97 11'LT(STAFFORD) �o_ EQUALS STA 4+27 12'LT(CASCADE) ', EXISTING 8" CROSS WITH (4) STA 7+98 11'LT(STAFFORD) 4' a6w FLxMJ VLV'S CONNECT TO MJ SIDE OF EXISTING m m m ai 8" FLxMJ GATE VLV. iw'�o a a a a n U U SCALE r STA 9+55 6.6'LT 0 o + + Tn + `+° INSTALL 8X6X8 TEE, HORIZ: 1" = 50' _- STAFFORD AVENUE ^ INSTALL FHYD ASS'Y 22' LT VERT' 1" = 5 �= (33' TBC - TBC) F F F W/15LF OF 6" DIP -�*-- ^ ^ ^ 1 1 x17 HORIZ: 1" = 100' - 11x17 VERT: 1" = 10' • �"' ` STA 9+94 5.51T -61 INSTALL TEMP 2" BLOWOFF o I w/ HYDRANT BARRIER POSTS 0 o + WATER FITTING COORDINATE TABLE < ` I FITTING STATION NORTHING EASTING W LOT 1 LOT Z iltj 17 CONNECT TO EXST. 8" VLV 7+97 538.34 673.23 HYDRANT TEE 9+55 694.68 678.01 I 2" BLOWOFF & ENDCAP 9+94 734.11 679.21 z a --- •w { w w LOT 3 )T 18 wNNa F 2 , R s II z g - LGi 19 6 ')T 4I I & oDo g STAFFORD AVENUE 4790 TYPE A TRENCH BACKFILL 4790 TYPE 1 PIPE BEDDING o E, m N m m O 4 U < O 0 O 4785 STATION 7+97 TO STATION 9+94 4785 INSTALL 197 LF OF 8" a CLASS 51 D.I.P. AWWA C15{ Q T Z 4780 I � 4780 N U 0 HYD BURY LINE LiJ N ASPHALT 4715.29 V7 a' 4775 - - — 4775 � IN GROUND — Z N 11 7 v -'------- ---- ) EXISTING6.5' MIN. C VER REQ'D. X TE=4768.46 — — _ (n � Z Q. 4770 4770 w w > MAX TE=4768.05 O Q u W - d' Q m0- 4765 -_--_-Z ------- II= ��< 4765 w a + F in:o a i Cn Q (N F n rn +m mf"J W ?� + m 4760 (A V)_ Nag ,also W 1 -©Zo Q V) Q e e N 4755 J',Z, ¢ _ c3 �. � qa - - 4755 w W W'W W W W J J LL LLW N Z L n Z 4 �- m g w Z= w a w Y a U Z 'a w C. Z < < < <z t� PROJECT NO, N 4750 cWi w� W N. N y y� wN - .,,5o RECORD DRAWING 3384.012 0 _ 1�pp SHEET NUMBER a ^N Nm nMl n NO nN N�2 00 O.� 'On a10 OV c' NO Nn a! a'�4 Nm "VI mN �Ol 0n .9N 'q1 n1 cn �00 n^ �a ^'n NU0 N0 ON ap 0 00 00 06 W6 06 06 06 06 0c6 0a6 ^m ^6 1p6 1O6 0n 0 0 0tp ~� +Mj n,� na n,f NO Na Nn n M) N N N n mao mao °O ao a0m �n ^n ^n ^n ^n ^n ^n ^n ^^ ^n ^n ^n ^n ^n ^n ^n ^n ^n ^n ^n ^n ^n ^n �n ^n ^n ^n ^n ^n ^n ^n n ^n ^n ^n ^n ^n ^n ^n ^n ^n ^n ^n ^n ^^ ^n ^n ^n ^n ^n ^n ^n ^n ^n ^n ^n ^n ^n ^n n ^n ^n n^ nn nn n^ n^ DRAWING NUMBER aQ as as as ay as as as as as as ay as ea v� a� e� as e� a+ as as as ay ay vy va a� ea as ♦a <� ay as as W-1 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 STA 12+31 5.5'LT \ REINSTALL TEMP 2' BLOWOFF AND END CAP FROM STA 6+61 1� $ 1� zJoto LOT 9 �H $8. d LOT 25 / S F� o I LOT•i 27 $ WATER FITTING COORDINATE TABLE 2 1` Wa o v>'•, LOT 10 x� \ / FITTING STATION NORTHING EASTING �• '1' 8" VALVE 6+61 394.86 1630.37 z, LOT 26.,E 8' 11.25' BEND 7+28 459.17 1615.32 3 $ 8' 11.25' BEND 8+61 575.02 1554.10 8" �II'Iaaw �_ VALVE 9+92 681.65 1477.09 .... 8" TEE 10+28 710.72 1456,11 w. y LOT 11 8" VALVE 10+52 730.30 1441.95 STA 11+87 5.5'LT HYDRANT TEE 11+87 639.74 1362.93 h INSTALL 8X6X8 TEE, 2" BLOWOFF & ENDCAP 12+31 675.41 1337.17 e - INSTALL FHYD ASS 22' LT q LOT 4l, W/16.5LF OF 6" DIP STA 9+92 5.51T• z k INSTALL 8"VLV. o N } STA 10+52 5.51T INSTALL 8" VLV. LOT s .y.,•, � <- STA 10+28 5.5'LT(CLIFDEN) f- �• '-`" \� EQUALS STA 12+59 5.9'LT(CASCADE) L0, 13 INSTALL 8" TEE o PARK z v {�� •� � wow� I r, l• 9:FA a 67-.5{'-� /� 1•j�l i i'';z m 1 0 w-5 a N F NO BEND"INSTAL LED c(A.B.) N s- 1 SCALE r V51` �� \ HORIZ. 1" - 50' ' �/ \ VERT: 1" = 5' OWyLL 1107 HORIZ: 1" = 100' ,cn_,� mo + N \ 11x17 VERT: 1" = 10 g-6.5{� NO BEND INSTALLED (A.B.) [z] 8 $ g TA 6+61 10.8'LT f REMOVE h RELOCATE EXST. -- - - --- - 8" END CAP k TEMPORARY `S =o 2" BLOWOFF TO STA 12+31. CONNECT TO EXISTING WTR S6 MAIN w/ NEW 8" VLV. \ CLIFDEN DRIVE TYPE A TRENCH BACKFILL 4790 TYPE 1 PIPE BEDDING 04 o u 3 0 oLo 4785 'r. STATION.6+61 TO STATION 12+31 - INSTALL 570 LF OF 8" R H C O K . . PRAWING aCLASS 51 D.I.P. AWWA C151 Lit`j` JJ Z Q H Z EXISTING - GROUND ASPHALT - 4780 N O HYD BURY LINE W o II - 4775.52 N rn III II - - MAX TE-4772.66 4775 -u I 6.5' MIN. COVER EO'D - --- - - - Z _ MAX TE=4771.¢l - - Q Z 'R - MAX TE=4767.51 _ w MAX TE=4768.68 ::E--- - - N Ld > 4770 W o D u ra 4770 ',Q _ MAX TE=4768.32 - - -- _ _ 1 0O _ Jc�\> o m m a Ir Z w coF ;� w d - - wo 60 Z a o N 0+ I �xaop iDp�w z >a 4765 W U 4765 z o MAINTAIN 1.5 w i° a cai ~ Q Q. w i MIN. SEPARATION In ^ ai O D La w m m O SEWER CROSSING 1^ vi m '�?$ m• a z J_ N0. Zpi O z Nm Nm Nm +m +�� U z CDJ +m N J �J , -.. 4760 ..mom mpa m.Fao W ac m mrc ad aiQZ QaN z < �z d d inwo J m w UU Z 2 X QQ J Q r ^o ^ N L J N 4755 >I z CO z r q r Z Q w w< w I z F y n rFi1 v~i N U N N U w h PROJECT3384, N . 4750 U U w H q 338a.012 N O p1 n IA O� M m M m M SHEET NUMBER m CO m m M �m n m n m n m mmNm p O W O m p0 ^m �O mm aI m my N mv OmONOnpmap m 000m00 �O 000 m m0i nW nm ^mr ^m ^ r Or bn mn mr b0 DRAWNG NUM BERm • M , NN mN mm mN mm <w 10 nm am mm m mm m ^m �n an ^,tr ^an �r ^an Yn an an v oa dr ^ya an a^ c^ a^ c^ a^ e^ v^ a^ a a^ a^ a^ a^ a^ a^ a^ <^ <^ a^ •+^ <^ a^ <^ a^ a^ a^ a^ a^ a^ a^ a^ a^ .v:.`- a a a a a a � a a a < < a ♦ a a a a a � a c a a a a a a a a a < a e a � a e a a a a e a a a � a a o a v x VV-2 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 moo • ti WATER FITTING COORDINATE TABLE k Z-M— "z FITTING STATION NORTHING EASTING CONNECT TO EXST. 8" VLV. 4+28 537.12 674.32 �$ /� �o�a i< SCALE 8" 11.25' BEND 7+87 530.18 1033.60 HORIZ: 1 50' HYDRANT TEE 8+20 534.35 1066.10 " = 8` VALVE 8+25 534.99 1071.06 3 VERT: 1" = 5' 8" 11.25' BEND 9+00 544.45 1144.75 1 1 x 17 HORIZ: 1" = 1 00' 8" 11.25' BEND 10+52 595.66 1285.74 1 1 x 17 VERT• 1" = 1 0' 8" VALVE 12+34 697.00 1435.79 8"TEE 12+59 710.72 1456.11 i LOT 27 KALLEY 5 _2% 41 `i I STA 12+59 5.9'LT 0 1 + INSTALL 8" TEE OT 25 oe STA 7+8 5.5'LT O STA 12+34 6.6'LT x INSTALL �(" 11. N 24 4i q 25' BEND L ' � INSTALL 8"VLV CASCADE STREETA. \ o ' A 2 0 �J' _ ++ ?? (3 TBC ;)' 3TT- TBC) O •� �� 3 3 3 + may. Q Ji 1 STA 4+27 12'LT(CASCADE) iT 1 6 EQUALS STA 7+97 12'LT(STAFFORD) n 0 - L 0 In S� o� n EXST. 8" CROSS W/ (4) FLxMJ VLV'S L + ++0 ° -n i o � _ rc�rcrc a > v 2 - ..y 'STA !a'52- -6'6'F NO BEND INSTALLED (A.B.) 2 _ STA 4+28 12'LT -- �" 0 p 0 - CONNECT TO MJ SI E IF EXST. B" GATE VLV. +m7 _ 1 ' OT 13 o + + e ^ ++ U A LOT 10 ~ �- �- w < I' " LOT 9 -- V) f; -OT 8 NO BEND INSTAL D (A.B.) '� P STA 8+20 7.71TINSTALL 8" ll.�& BEND INSTAL 1 X6X8 TEE STA 8+25 p 9'LT ` !K INSTALL FHYD ASS'Y 22' LT INSTALL 8` V LOT 12 h W/14 F OF 6` DIP 1 S CASCADE STREET RECORD DRAWING 0 4790 TYPE A TRENCH BACKFILL a790 TYPE 1 PIPE BEDDING —_- j N m O { STATION 4+28 TO STATION 12+59 p o INSTALL 831 LF OF B" 4785 CLASS 51 D.I.P. AWWA C151 4785 HYD BURY LINE Q 4779.82 Q H 4780 ASPHALT 4780 N O < m o LJ a' 4775 6.5'.MIN. COVER.REQ'D MAX T.E.=4 72.98 — — — — — — — — — — — 4775 EXISTING f MAX T.E.=477 .74 �— MAX T.E.=4772:69 — — _ — — — — — - GROUND MAX T.E.=4771.96 Z v O ~MAX T.E.=4767.51 w a 4770 I I n J m 4770 N LJ a n > < m > > ~ + o� o d O VI N�n� Of! - -- J < O oo N Q Q o 4765 II II -N III N" d N i J .4765 N W N o I. __- _ __-- - m r < co Z .p rn +ti w m �10 N m LJ 3 m a W Z - Z n J N 4760 z ^. - Z -� - — N a ' 4760 V)UU m cn m m m m m m m m m Z m Z LLJ J <F— i N 4755 ~ v�� 8 7 A 8 5 Y Y T 7, u 4755 w W W a W J 4 ..I .J ..1 J .J D_ O J Z 4pJ 4. 4. 4. Y. CL. L: t4 [i Z O Q Z< < K G vCi p Cp m - p n J m a - T x Z < ` < < < < < < < < Z PROJECT N0. w Q W F- F F F- 1-• I-- W N 4750_ _ U �: rn rn y y y y U 4750 3J84.012 O rn m naN^n� reN^na nan^ns nan^ns0 raO^ry na^n+ na n onp n<nr< <rO< <r< e na ry n na ^n asasaYa,dasaYarsa,r rrrnn nn n^ nnnn^ n^ n^ nn n^ nr^ � nn nn rni lni n rnn no mN^ SHEET NUMBER n a 0 O o O. o ? mm no ^rn n ap NOm rona ° m ri ° �o �v �o N � nN a w o a p � ° om on ^ o ^ uma r 4u r n DRAWNG NUMBERYrrn ^ IN <n vr as n^ n^ n r n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 W-3 13+50 14+00 14+50 w3� - SCALE - w=a HORIZ: 1" = 50' zma� VERT: i" = 5' WATER FITTING COORDINATE TABLE - > w o o FITTING STATION NOR THING FASTING m 1 1 X 1 7 HORIZ: 1" — 100' m _w 8" TEE 17+23 592.29 1871.83 v 1 1 X 17 VERT: 1" = 10' a 8" END CAP 17+64 892.27 1912.33 j N ��33iyj' 8" END CAP 23+75 896.61 2523.36 STA 26+92 11'LT < �y 8" VALVE 24+09 897.13 2557.35 INSTALL 8x6x8 TEE w/ END CAP. 1 I OF INSTALL AS 22' LT 8" CROSS 24+28 897.43 2576.35 ° N W/11LF OF DIP STA 17+23 5.5LT(CA4CADE) 8" VALVE 24+69 897.40 2617.35 o°- EQUALS STA 11+55 5.5'LT(HA�NLEY) I HYDRANT TEE 26+92 897.29 INSTALL 8! TEE 2840.23 STA 24+28 11'LT(CASCADE) 0 f �ih EQUALS STA 11+62 11'LT(KIMBALL) INSTALL 8" CROSS qr� STA 24+09 10.7'LT INSTALL B" GATE VLV. �' N e N EET ?BG STA 17+64 5.5'LT STA 23+75 10.2'LT CASCADE STREET R INSTALL 8" ENO CAP _ INSTALL " END CAP (33' TBC - TBC) �n E ST G� Wv wv A _ - N N N - r'r - STA 23+75 1 .2'LT 3 I >' r $ ++ INSTALL 2" CORP. w/ COPPER STA 17+64 5.51T EXTENDED TO SURFACE FOR - I > , • I • INSTALL 2" CORP. w/ COPPER AIR RELEASE, SAMPLING AND BLOWOFf. EXTENDED TO SURFACE FOR COPPER TO BE REMOVED AFTER TESTING. r •%• I AIR RELEASE, SAMPLING AND BLOWOFF. / X�o PHASE 2 BOUNDARY I COPPER TO BE REMOVED AFTER TESTING. STA 24+69 1 AT I \ `" °i INSTALL 8" GATE VLV. + w N I = 'w i€ } Vl `V N ? NI 14 � a oI OIL V ffi CASCADE STREET i 4790 TYPE A TRENCH BACKFILL a790 3 TYPE 1 PIPE BEDDING - w m N m o a o U 4785 STATION 17+23 TO STATION 17+64 - 4785 INSTALL 41 LF OF B" STATION 23+75 TO STATION 26+92 Q Z CLASS 51 D.LP. AWWA C751 INSTALL 317 L ASPHALT CLASS 51 DIP. AWWA C151 F HYD BURY LINE Z a 4780 _ 4778.26 4780 N O o W 0 (N o a' 4775 _ MAX T.E.=4771.16 �T — \ 4775 CL EXISTING ' — — — — — MAX T.E.=4770.49 GROUND / 6.5' MIN COVER REQ'DM X T.E.=4771.41LD � MAX T,E-4769.29 w ni MAX T.E-=4769.99 - a 4770 - [n w w vT MAINTAIN 1.5 - ~o u 4770 O N w MIN. SEPARATION - 3 O SEWER CROSSING < J a I V) f"z m a w H W O N U �� 0 0 J> N K W Q 4765 <W o o 1 S' =vl ,+�J s 4765 In d' N K N D u uim nm n W- �m N00II e°D N� F- U +ao o� a� +� J +Q <J - M +Q N N- L'i j nH H� J a~ •tell V N Z_ Z H H _ H_ Q Z_ F N .. .. N 4760 I,z ., 4760 m ai ai m x L j o _ N n J z m I $ 11 gapa w a N4 w w4755 Y 4755Z aa z = Z J ' Z ORECOD DRAWING N m �Z< C a mory w NO 4750 N y oz w y ti m it U ti vFi y ti U y y U 4750 PROJECT 2 _ < - -- _ 3384.012 O a0 N n N tp m M b m M 7 n < N tp Ot M M n M M Ot N N m < O n M Of V] N m O O n Ot ,(1 tD M M N Ot m m m M n < n N W n SHEET NUMBER O Oc0 �� ^M �w t0^ nm .'O N� apN �M <N a�w O. �M ^n mm m'm Ot� ON �N aqN �� �Oi Om �'n mN °PO aM O� wO Nm "1n mo ^a mM �N �'�O Na0 �t0 On Om n Nap e0 ON 0A 10 mm N1 �7 mN mM tD,7 no Oy O m aI "'ui Mui Mui 11 ui '"1e n Ori <is '^�: 'ten n iOn oa0 `OW oao 1D ao `O of w6 aof 1Oof wof wad ^m tOao ww tO ab wm wo u)m 0n ato n� a� 0� td� ro.� 0� ui� ui� t6n trite �� ro� trig trite m� toy �� r:ao r� � u; r: a0 ac M ^n ^n ^n ^n ^n ^n nn nn ^n ^n ^n ^n ^n ^n ^n ^n ^^ ^n ^^ ^n ^n ^n nn nn n^ n^ n nn nn n^ n^ nn nn nn n^ nn n,n nn n^ nn nn nn nn nn ^n n^ ^^ ^n ^n nn ^ao IN ow IN nn n M ^n ^n ^n ^n ^n nn ^n ^n ^n ^n ^n ^n ^t. nn nn n^ n^ nn n^ n^ nn n^ n^ n^ nn nn n n^ nn n^ nn nn n,n nn nn nn nn nn nn n^ nn n^ nn n^ nn n^ nn n^ n^ nn n^ nn n^ nn nn n DRAWING NUMBER as �a <s ay as as +a as as as ea ay aY ey as as a,p as as a� a+ as a"' as <N as c4 a4 <a as a'a a4 a' ea as +y a� as ay as as N, as as JN NI <N as ay as <a N' rY a W_4 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 _ ✓`� / � z ('lJFDRN DRIVF 0 N� WATER FITTING COORDINATE TABLE FITTING STATION NORTHING FASTING Nc'j of 8" VALVE 6+27 0 0 f\ 364.23 1869.83 F � � 8"VALVE 7+55 492.32 t869.83 8" TEE 7+91 527.82 1870. 88 „ 8" VALVE 8+15 552.32 1871.04 HYDRANT TEE 11+15 851.76 1871.74 ____ ---- 8"VALVE 11+20 856.79 1871.75 ¢ W STA 11+20 VALVE LT - 8" TEE 11+55 892.29 1871.83 n z 3� STA 8+15 5.5'LT INSTALL 8" VALVE __ --- o INSTALL 8` VALVE ___ 2` BLOWOFF do ENDCAP 11+85 921.79 1871.90 /y STA 6+27 10.4'LT �� STA 11+15 5.5'LT >�` REMOVE k RELOCATE EXST. yr INSTALL 8X6X8 TEE, 8" END CAP dt TEMPORARY STA 7+91 5.51T W INSTALL FHYD ASS'Y 22' LT 2" BLOWOFF TO STA 11+85 INSTALL 8" TEE W/16.51-F OF 6" DIP 9 INSTALL 8" VALVE STA 7+55 6.61TWV - - - - INSTALL 8" VALVE HANLEY AVENUE WV wv (33' TBC - TBC) p 8 - 4 BLOWOFF ^ ^ GAP FROM STA 6 2. n + o °+° STA 11+55 5.5'LT(HANLEY) SCALE HORIZ: 1" = 50' ! L'-'I¢ a LCp 56 rn o EQUALS STA 17+23 5.5'LT(CASCADE) VERT• 1" = 5' in a a F F INSTALL 8" TEE Inn N rn N AND END CAP (A.B.) I 1 1 x17 HORIZ: 1" = 100' No r w I = 11x17 VERT: 1" = 10' Izw z squ 4795 HANLEY AVENUE - TYPE A TRENCH BACKFILL 47es o TYPE 1 PIPE BEDDING f m 4790 I .. _ o rc k, o 1 ' T rr''' - - 4790 0 0 S o STAT!vN 6+27 T STATION 11+84 INSTALL 55 LF OF 8`� I1 -CLASS 51 D.I.A. AWWA C15 Q O 4785 o -- I -�- - 4785 z rn EXISTING W a' 4780 _ II II II,, GR UND ASPHALT HYD BURY 477LINE 77 Q 4780 CL I II II _ I-{I_ :� 1 II MAX TE=4773.3Q MAX TE#4772.g� - O w 4775 '���� � II I OVER R Q D _ _ ---�_ -- _ - - MAINTAIN 1.5' TE�770. 9- 4775 (n w Z ` - - IN. SEPARATTI�ON > > ; w ,... -----�-- 1 EWER�MAIN CROSSING MAX TE=4 70.38 Q 4 m a w a MAINTAIN 1.IO _ 4770 I (� a MINI N CROSSING Lou MAX TE=47 0.94 Z SEWER MAIN CROSSING �-> - _ - _ J 7 0 m m 4765 r- J> J w W + a �> - In k rn as o• - +a < o.0 '� 4765 m m n m _ m F � Z�^W O U IU y a aS a < f~/ m u+oo l _ w o Fx 4760 z z ¢ J z w ww $^ - IY- v Y. z w' J w �VI -iv ..]rrII N 4760 / J (.�J J 4: Q 4•, N 4Y 4:' fi Z �'• 4L W' W - > W a $d oror K 1' !-I g 4755 cwi x� Of 0 wz F i ¢ ? < a < < < Z < a w N F t wD. N y y y� N W 4755 RECORD D RA WIN G PROJECT N0. O _ _ _ - _ d Nn O,M n�, M� NV ON n� 10� i(10 dN NO mN NN m d O O rn m UI YI O m °i n N c4 m� d d O m d•� ^Ol n'o m d 3381.012 m �^� Nm Nly NN NN N w 4 N O ^OI n m d �N d 1P m$ M1� N� N� Om O)N and mN n0 n VI N O O SHEET NUMBER �m mm mm mm mm m� m�� m� m� m� m� m� m0 ^O mO mO mO m6 m� n� n� n� m� mp, m0 �Ol m N O! m m N m01 mm "rn "110 Nm n'1n f� nn nn nn nn nn nn nn nn nn nm m m m m m nm n n n n n nO1 nm nm mm m� bEG IOn 0n Nn mri on N N N N dy ?d dd dd dd dd dd dd d�dd dd da as <� <� Oa Oa Oa <� va aln Y^ �^ d^ n^ n^ n^ n^ ^n ^n ^n nn ^n nn ^n nn n� n^ n(6 nb dy d^d DRAWING NUMBER I I 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 W-5 RECORD DRAWING mo a vI a Na Llo LQ WATER SERVICE COORDINATE TABLE-MONROE arcs " W nR S� o -ter SERVICE STATION NORTHING EASTINGw o STA 9+50 1VLT LOT 44-MAIN TAP 8+03 171.43 2678.15 o INSTALL 8X6X8 TEE, INSTALL FHYD ASS'Y 22' LT I LOT 44-END SERVICE 8+03 196.43 2678.21 W/11 LF OF 6" DIP -- - LOT 45-MAIN TAP 9+56 171.07 2831.95 1^ LOT 45-END SERVICE 9+56 196.07 2832.01 ^� w -- - STA 11+62 11'LT(KIMBALL) 2 a W EQUALS STA 24+28 1 VLT(CASCADE) U U INSTALL 8" CROSScr ¢ 5 N N m y�F, STA 12+15 11'LT INSTALL TEMP 2" BLOWOFF as N + + AND END CAP -IMBALL AVENU 0 0 1 ^ (33' TBC TBC) I � v ----- wv_. _--- m Kv d'r t ab , I N V 0 3 Z m r STA +96 11'LT(KIM BALL) - .`rP N v m EQUALS STA 6+99 11 LT(COVER) F STA „+ , „LT MONRO REST INSTALL 8" CROSS StiF r3 INSTALL hll" VALVE _ _ m a m SEE (4) V LV S p �'� " STA 11+81 11'LT I w a (33' T T C) g F v O o INSTALL 8" VALVE c� - N ¢ zz5 a STA_6+27 1 1. LT -- C NECT TO EXST. 8" R N REMOVE EXST. 8" END CAP IF, no= rcYE, N ^ k TEMPORARY 2" BLOWOFF w I 4 VALVE gg INSTALL 8" L o �q WATER FITTING COORDINATE TABLE-KIMBALL _ - _ FITTING STATION NORTHING EASTING ALLEY 8"VALVE 6+27 362.52 2574.41 - 8" CROSS w/ VALVES 7+96 531.67 2575.49 - -- + HYDRANT TEE 9+50 685.67 2575.85 - •-i 1 8 8 8 _ [y] m „ 8" VALVE 11+21 856.43 2576.25 SCALE •�- .,''� _ - _ - - • �' 8" CROSS 1 1+62 897.43 2576.35 I •• - 0 d R 8" VALVE 11+81 916.43 2576.39 HORIZ: i" = 50� I - ;•I � 2" BLO8 , & ENDCAP 12+15 950.40 2576.47 VERT: 1 = S' _- ASPHALT/CURB/SDWK 11X17 HORIZ: 1„ = 100' O' RESTORATION o SEE DETAIL 1107 VERT: 1" = 1 0' - KIMBALL AVENUE MONROE STREET TYPE A TRENCH BACKFILL 4790 BACKFILL w TYPE 1 PIPE BEDDING also aeon TYPE A TRENCH 4Boo TYPE 1 PIPE BEDDING 4785 - STATION 6+27 TO STATION 12+15 4785 4795 o u a o m o - - INSTALL 588 LF OF C1 -- 4795 CLASS 51 D.I.P. AWWA C151 z Q 7_ _ IAS:ALT4HD BU Y LINEZ 4780I Il 78.6 4780 4790' 4790 N m EXISTING IG I GROUND - Q M X TE=4774.78 4785 CL \ -� _ - 4775 _^-- _--- --_ II 4775 4785 - - - _ _ f - MAX TE.4773.08 .5' MIN. COVER REQ' - -- - u'o L I N _ MAX TE=4768.8 I I - - - - - r' t 5 Ilu ISp Z MAX TE=4771.86 I MAX TE-4769.11 I O _ I 0 Z II TGAu4 I�.• •GA _ W a \ � II �s er�os�uc. N 3 ` \ MAX TE=4769.29 I. (� �`;-�.( ELE HONE E.1 � N -y- r �N'^ I X TE=4769.67 4770 4780 '(�INS L0 4780 L,-I IZ.J o - � z a ra �<- - �* L_ _� O Q W j> HVI _ _ m JO > ���¢ a¢ ---- - - r - In m '^ 4765 -J Ivl - _ +m w.- >_ 'y 4765 4775 a775 w - IL - Nz ---- - - Ins 7 J ±°°±°J° ,oaz� II 3 ]c ir- ml 4760 ti --- ---- _- - =i Jo 4760 4770 _--- - _ - - 4770 _� 3 r s m m m m mm m a a a a z J I^ rn a < < < < < << o< „ w - ¢ z m NOTE: ALL FEATURE ARE EXISTING IN THIS I�ROFILE J = W d N w a H $ %^ o 8 g e a - �ND SHOWN FOR GENERAL REFERENCE Q Q as c ZN 4755o _ a'' a B r� _ a ^ 8 _7 _� 7 7 ^ .�i- 4755 4765 4765 N J W W `? uJ. W ...� J ..1 J.J W ta, 4: 14 W N la:W W w O zW Z ypp, „ ? Ir. 4. uQ. LL W J`W 7i rt 2 m / w Z W a 3 7 w +^ eo m $� a s wd. S "+N' We+', a w F Wx ~ ~ z O Z Z PROJECT NO.? o a a z < < < a < < z< a a < a e n o ^ �n co ul n o ry o Io W y U N _ °' '� 4755 4780 cwi _ _ 4755 w cwi __ w y ~ ~ ~ w~ ~ w ~ w _ 4760' N O - _ - - - __ _.--y _`n rn U N H _ N w U 3384.012 O ^ w uJ aD aD a0 N e7 Ip ^ O, ^ d N O d ,O d N O a0 d N N m IO IO N M O d a� h d O M o0 NJ ^N M N T O ^ SHEET NUMBER ^ O d, O d d N� 00 UDd ^� 01� �p ap0 IO,p M^ O� r�o Md Ol$ N� NN M^ r7h �� om 'ry N N^ Nlm do �M fd Oi0 �^ �O, mo ddm^ d N N nD IO d N O 1� .DD ^N d M �N O, d O O, 1� N M O a a c < 4 d h N ,O w <� 'Oa ✓]M N)� r1� M'1� M'� hN tVry fV�.jFP O O O O� Oil O,� 00� n0� ^p ^� r,� n� nw 10m 10� (Om ^� ,p^ ,D I� �^ -�,6 �I� N� d46 �� da d„j dM mM r7 m< m< d � N N ,D O b 00 nD m m W 00 m n N N �'- FP f o w o w m'w 00 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ m lD m m m 00 00 00 m nD W OD 00 m M ^pp ^W ^ao ^np ^ao wl ^m ^Up ^m ^aD ^a0 ^m ^m ^m ^ao ^m ^gym ^O ^^ ^^ ^ ^^ ^^ ^^ n^ ^^ ^^ ^^ ^^ ^^ ^^ ^^ ^^ ^^ ^^ ^^ ^^ nm ^m ^aD ^W ^00 1�00 ^a0 ^DD ^m ^of ^a0 ^W ^W ^00 ^a0 ^n0 ^m ^�GD DRAWING NUMBER dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd dd did dd dd dd dd did dd did dd dd dd dd dd did--dd dd dd -a.AI dd dd dddd 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 6+50 7+00 7+50 8+00 8+53 9+00 9+50 10+00 10+50 11+00 u3p m0 WATER FITTING COORDINATE TABLE a�si FITTING STATION NORTHING EASTINGii� II I 8" TEE -0+05.50 527.82 1870.98 ?J o jj 8" VALVE 0+30 527.74 1906.48 a UQ 3 00 HYDRANT TEE 3+55 526.98 2231.48 W,. �< 8" CROSS w/ VALVES 6+99 531.67 2575.49 •-rc2 ALLEY 6 m I 8"x6" REDUCING 90' BEND 9+62 531.06 2838.70 'LT(COST� 6+99 11 VER) ,OVER STREET EQUALS STA7+96 11'LT(KIMBALL) •^' N •� I `2 a o�'' W (33' TB - TBC) INSTALL 8" CROSS W m [.I •� �-- w '„¢% -c 1, WITH (4) VAL�J S �- STA 0+05.5 5.5'L COVER m ao ac m m m m m pi SE DETgILL2� m (-) ) D-5 W v .<. v .<. n .Q. .<.. v > y I h EQUALS STA 7+91 5. 'LT(HANLEY) -- - e � vl � INSTALL 8" TEE IT - 0 u U > LOT 36 m ¢i o n ro d m o "'� + + + + + + + + + + + + -- — I!1 N In N N N Vl VI N • O '1 � � S_ g > g ' STA 0+30 5.5'L 71/ a _ I U o INSTALL 8" VALVE `+" •`r•' > '^ n m rn n LOT 35 ( 9+6 11'T AlL 6X TEE w/END CAP, SCALE ± N + N ALL F YD pSS'Y 22' LT ¢ < < I lIV 1LF F 1 1 X 1 7 VERT: 1 10'6" DIP HORIZ: 1" — 50' w e' N �^ VERT: 1" 5' _� N u n .t OT 33 m I v 11x17 HORIZ: 1" = 100' Mn STA 3+55 5.5'LT 1 " = Sf N INSTALL 8X6X8 TEE, w I � INSTALL FHYD ASS'Y 22' LT LOT 34 I + W/16.5LF OF 6" DIP Z >(, OWE � I� ALLEY 4 - - - I - 1 RECORD DRAWING o€ d1 479D - - COVER TYPE A NSTCH REET _ - -- --ACKFILL 4790 o TYPE 1 PIPE BEDDING — STATION (-)0+05.50 TO STATION 9+62 o 4 INSTALL 968 LF OF 8" = i o CLASS 51 D.I.P. AWWA C151 `o 4/8S - - - _ _ _ - _ - _ HYD BURY LINE 4785 HY BURY LINE ASPHALT 4782,01 Q 4782.30 Z Q F 4780 4780 N O Lj LEP�IUNC 04 — — 6.$' MIN. COVED REQ'D (n 1. N o MAX TE=4775.44 CRIOUIND �I I I Q EXSTN MAX =4773.08 II 4775 MAX TE=4772.95 -- _ - 4775 a_ MAX TE= 775.17 II w Z F- qr O z EWE 7MAINTAIN i 1.5'TPARAIONcl, N :GOSSI 47704770 R CROSSING w m a_W cl, F__ w w on > 4765 O WC.)F>+ Mm; Q Z4785 oOOI W O N 4760 _ r - - -- - . _ -.. ---- -4760 NN �. .... - .... .. - m m m m m m m m m ao m m m aal aq al ci ci W J w > rr ry o r 't b $ a J a r $ > r SR In Q Q « w ] � L4/SS ^ ^ ^ ^ ^ ^ ^ _ -- - ^ Y - - IY z 4755 N J :-I J :-1 .J ..1 .1 ..1 .J .J ...1 ..1 .J U O li li t4 LL W li r ~ w 4. V: z LL W z H. N ALL < < < < < < < < < C < < <Z < < < Z < < < a F`It( i::I N. 4750 X r r r r r r FNI r r F W r r r W F- r r 4150_ 3384.012 cJ _ W y rn _ _ r/: rii v, _ __ m N m v� vi U vi v: m U w to v� o SHEET NUMBER h Obi dm bm ^om 1,M2 7" NIa dN O,' O,aO 1l m0 ON OIM 00h n� ,O� N'o dm NIP 11 da tON NM_ C � �� rna C, 'I Iv, tDm -I do hd �� dm too hN dNmj dN mr Om cn w6 w6 mci GDDO 00aJ ODDO m� �.� m� m� mlp m_: mo^ rnN mtV mc'j pcV 0c4 pc4 m'i p� m� m �.- ci� p, mO Oh,O m0 m0 gim 01� pOpn 0^ 001mN mN mN mN �lV as IN Oa +m < Oa Oa a�0 ^Ya Oa O� Oa as Ca Oa fa Oa Oe �� Oa <y <a Ya Oa <y OY Od Ow OY O O <a <a < Y� as aa^0 aan0 IND 1m O� a a^D DRAWING NUMBER —0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 mgp dis. STA 7+86 (STAFFORD) mz! EQUALS STA 4+38 1.2'LT(CASCADE) m m m CONNECT TO EXISTING SSMH#1-3 !aW� a REMOVE AND SALVAGE EXISTING 3' 0 PVC STUB. fl. V) EnV Q N t < 1 v) N' 3ry%II d 0a36 ma SCALE moo - +0.7 �_� , So=; ee[ Y INSTALL NEW SSVC a° O �-z-� r°z +y = r ON EXISTING MAIN y�'" 'nw�h N�a� m R + a STA 9+16 5.5'RT HORIZ: 1" 50' y� .0 NEW -1 VERT: 1" = 5' STAFFORD AVENUE �F� < ADDITIONAL 32" BARREL SECTION ADDED (A.B.) (33' TBC - TBC) 1107 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' + �T I ♦I - p p p p p p Z U -y m - J Z a 6 a m ° SEWER COORDINATE TABLE y SSMH$ STATION NORTHING FASTING r o ,, � EXST. 1-3 7+86 526.31 684.22 a, m �3g rnl �,o 2-1 9+16 655.95 690.37 � �s" c � zL � N ❑.rWiO f~/1 ray N 4Fi ^ whow m z N N 9 U d LOT 19 a t IILOT 20 0� STAFFORD AVENUE TYPE A TRENCH BACKFILL 4795 TYPE 1 PIPE BEDDINGci m m o MODIFY EXISTING MANHOLE N1-3. 4790 - - RAIGE MH RIM A TOTAL OF 1.23' TO, 4777.30'. Q RE OVE FRAME k COVER. GRADE RINGS I& CONE SECTION. Z ADD STANDARD 16" BARREL SECTION. Q RE-INSTALL CONE SECTION. IN ALL 0.32' F NEW GRADE RINGS. N Z INSTALL 0.58' OF FRAME AND COVER. 4785 a �n N' ^ � 4785 R E g aF for<ee m < dm�n ip v Q N �a�las< N'n = O p II 3 II II n N m>rw Z �r n 4780 a' 4 rwe-- ,°nln� Z a >>? ASPHALT +w d O Z I _ mwo w v Z N w 0- 4775 _ I _ EXISTING�,� — _ En 0- ' [;ROUND - -- f cn 4770 (nLLJ w a - - --- � N ml 4765 - --- - ------� 30 LF Lil 1 - - EXISTING J 8" PVC SDR-35 SS 8" PVC SDR-35 SS J Z 'w ASTM D-3034 ,� a YI p ci c� ASTM D 3034 N = EXISTING 3' STUB 0 3- x Q Q w a a a ®0. 39. /END CAP 1.61% (A.B.) �. w x w 4760 V ,j 4760 �� v REMOVE AND SALVAGE w m zz Z ww w w Z EXISTING 3' PVC STUB z vl J -- z a W/END CAP _ a Z< a w z I III �a z o z w RECORD DRAW R3 aaColz z ;5� % 4755 U w a V w U V - SHEET NUME 0 ap d ID ,O O n Ol ID dn rrd N�� Nd�rd rrd nrd nd drd ondi�rd rrrr 'rn dr nrNrr Nr rr orrr rrUrrO rrdrr rnrr rnrrr rinrr irlrr 1rrO rrr 'rrllrrr Nrrrrr �rrp�rnp �rrd��ro m^roIrrp N^r.oIrrll OnrNrr nrONrr ^rmdrr nrOdrrD rrrr rhrr rtrrp Wnr rirrll rNrn0 rdN O r rr �rdNrr Fc� DRAWING NVN0 � nd ^d nM r F, 00 06 6 6 6 6 wo . 6 '6 6 p rm m rmm mr rr S +00 .5+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12 0. LOT 9 / x > W'a " $ o LOT 25 _ � w Q% M LOT 10 I •J T ?F� r�J (�� A SEWER COORDINATE TABLE I -:\ SSMH# STATION NORTHING FASTING V z• ,}= $ 2_6 7+21 456.67 1629.08 2-7 8+60 580.83 1563.47 „ y O 2-5 10+17 707.96 1471.67 LOT 11 W 2-8 11+50 815.84 1393.76 S o STA 11+50 5.5'RT NEW SSMH#2-8 LOT 15 0 I `CA' rc rc e LOT 14 A. - STA 10+17 5.5*RT(CLIFDEN) �a .a EQUALS STA 12+70 5.5'RT(CASCADE) rJ Tm NEW SSMH#2-5 i © ��t.0 LOT 1 LOT 1 STA 8+60 5.5'RT " a N NEW SSMH#2-7 w �e SCALES 1 r s S 5 �ec� N'�, •' HORIZ: 1" 50' OE—H CC S��ec °3 VERT: 1' = 5' �S \ 11x17 HORIZ: 1" = 100' � o S \ 11x17 VERT: 1" = 10' �Ws � N TA 7+21 5.5'RT & $ g S NEW SSMH#2-6 S \ € g CLIFDEN DRIVE TYPE A TRENCH BACKFILL ale. BEDDING TYPE 1 PIPE m a _ �o mm� - ^ N Z I N•-O Z N S ��y H N h^ M M i �a e 4 v a a n ri 478.. Toorn II 3 II ac na N CV 3�aW11 a 2,a M > z ine W(_n z r"a n 11 1` II II 11 3 ¢� D Q + n 0 Oz +>2� !2O O OJZZ� 4780 O 4 > _ O o _p �N W? ASPHALT I N N NiEzzz 04780 I I I ww > — _ _ v I I III I EXISTING _ — 0 GROUND m [>- Z - - - - _ o + a 4775-___---_ _ TM^- w U EXIT 128 LF - — — J 8" PVC SDR-35 SS - -_ ASTM 3034 8" PVC SDR'-35 SS N 4770 - ®1. 27. _ ASTM D-3034 - - � w a TAtl 01.06% 8"I PVC SDR-35 INSTALL 1 3 W N F ASTM D-3034 ASTM D-3034 r, O 4 605 m 1.56% (A.B.) 047% A.B.) J � J In o UU i w 4 4/6- w g _ 14760 RECORD DRAWING W z w W ww Z vW C7 Q w W a PROJECT N0. aN M Ms W Ms M s ! waF ^a a 0a4 755 q Z 338+012Z � SHEET NUMB E R I w L)w w W �� !W ^WW W W 00 O 4755 pO ^ rOpO0m W m �W �W � MW ON ON ON �1: DO C WO N O , � � ��.j W0, 0 0 DRAWING NUMBER O W MW WM W n^ n^WN N Or m M an an W Cj m N ^ W m0 WW m ^ WW W WWWWWWW WWW .W —2 MM 16+00 16+50 17+00 1 + 0 13+50 14+00 14+50 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 z ;o � mmU(y� _ SEWER COORDINATE TABLE x ao SSMH# STATION NORTHING EASTING EXST. 1-3 4+38 526.31 654.22 rc ou 1 Y_2 7+87 519.16 1034.21 �$ - H��rc I'd iwo SCALE 2-3 9+01 533.69 1147.36 J LL I 2-4 70+52 585.78 1290.77 / N ^ I � HORIZ 1" = 50' 2-5 12+70 707.96 1471.67 n \ •3Ni�y j a VERT: 1" = 5 1 m 1 1 x 17 HORIZ: 1" = 100' ttx17 VERT: 1" = 10' LOT 27 LOT 26 STA 12+70 5.5'RT(CASCADE) m� 40 EQUALS STA 10+17 5.5'RT(CLIFDEN) � NEW SSMH#2-5 $ CASC IDE STREET , 24 r[,OT (((' TBC - TBCD rl 'h 7 xi9I 01 2 3 m• 0•� rya P 22 J t q s�?1'�n 1r. �'d� / �- •''.� um�i T 20 u 'i ''a,-1➢m i jii a •/, '� .�� �� o V, En � mf ✓ c N x�9r o LOT i5 C J I N _ t` a vo Oaue "lion ao y .Ni Up .a• Z �t'''o C / / z f 16 0 � nod^ No ° STA 4+38 1.2'LT(CASCADE) IC g EQUALS STA 7+86 (STAFFORD) `�'g °'^° -- �p�Q CONNECT TO EXST. SSMH#1-3 ab°"" x' { T $ Fps \ *• a��. , 5 + k 7a'M. rI / � C� STA 10+52 5. 'RT 1 _ - w po 1 ig s ✓ \ x; NEW SSMH#2-4 E o 15 ✓ QA N K ��' LOT 1 1 LOT 13b. ~r 9 o ma= a e - a a apx a 0 m \ LOT 10 w �� < l• N w n > LOT 9 \ �a sna v Eli `t, fag �^ 2 N' fOT 8 , O1 3 LOT 4 LOT 5 LOT `�� STA 9+01 5.5 +� • NEW SSMH/2 \ / `1 S£ h -- - . STA 7+87 515'RT S ' NEW SSMHN2-2 I�1 �- - - -- z z CASCADE STREET m^ ry TYPE A TRENCH BACKFILL vvN a790 I - n TYPE 1 PIPE BEDDING a N n ; o a 1 a m. o as a k 1 ,=• i a i s a n n N ,MODIFY EXISTING MANHOLE N1-3. N 1O n 4785 m o m o I v 'RASE MH RIM A TOTAL OF 1.23' TO 4777.30'. n IN iT e c � REMOVE FRAME do COVER, GRADE RINGS k CONE SECTION. 4785 _ _�1 _ -- z I IT n a a ADD STANDARD 76" BARREL SECTION. r n; II o II 3 II ry 3 e u II N; Z W f RE-INSTALL CONE SECTION. m j w +w + =Nnavri vr'1 - x Mwa.� �^w"ee INSTALL 0.32' OF NEW GRADE RINGS. n��z °fwo� OloZ o z w M"�i °D �.'] 11 RE-INSTALL 0.58' OF FRAME AND COVER. "' d ��'' NUe N.aa ueeo I ��?w z <�jZ ��zz d�zz - NBjjj 4780 N O ijt� �_ v1�__ �_ ZZz a 4780 M� II II II n A, w rn\ } 1 _ - ¢N o Z Z ASPHALT '� N Jr�W v W ,p j . j 0 O W J Z Z I N O Z_Z_3 N W 2 Z Z Q N Z W O m ry - UO: G --} ... - 4775 CL 4775 _ —' - I V7 a ` �� EXISTIN Z II J II GROUND ~W W Z O :2 � $ LLJ I - -- 4770 ] N + N II I O a 4770 II m d W I w II ----Ll--- _ INSTALL 218 LF � a __ ----- ----------r}--- INSTALL 152 LF U o I Nil- ++-- - INSTALL 174 L` 8" PVC SOR-35 SS N w Q -----_ -Ifs . 198 L�F II 8" PVC SDR-35 S$ INSTALL 114 LF 8' PVC SDR-35 SS ASTM D-3034 4765 v3i II 8" PVC SDR-35 SS II A D-3034 _ _ I� 8" PVC SDR-35 SS ASTM D-3034 1m950Z N 4765 4STM 0-3034 -- - - _ INSTALL 350 LF ASTM D-3034 00.50% 0.53% (A.B.) W N �R--- o_ II __- _-_-_=.11------- 8" PVC SDR-35 SS ''0950Z In _------ +- ASTM ID-3034 0.55% (A.B.) mLC REMOVE EXISTING 3' 0.5iS (A.6.) 4760 W I 4760 STUB W/END CAP J n J w Q a J.J O UU O 4755 W _ t VI F U N 4755 RECORD DRAWING w Z �>I lil J Z W W Z w _-- --- Z PROJECT NC. r= f U 4750 3384.012 I,Nnn0 m0Nr anO Nn Nn ry On Vra7 On ran Qn mra arONr nn_Vr) ^n MVr1 fn dn rn r r n rr nr r N n<rw nn 01 rn� nn<rn rn n rn n nr rn nn� nr n rr<n brn Nmn �^O0r0, �nr�rr nn rnn rn<rO �rnTr �nnd �rn�r �rr Orri unr'1�nr Nnn rr mnrn ��n�:rnr� Mann �arn ra rn na s na r n,tn an na ns ra�ns ^ans nard na rs ra rs ra rrs ra rs ra ns a�ns na nrs na ns SHEET NUMBERg0 WN U O D1 � c a o o D O 00 NO M OV �N0 n 0 mr r nr n b b �OO Ob� rp m 0 r DRAWING NUM BER 16 mO m mm �C0 m w 6 r0M V rN Om na ea ee ee ee <� ay ee ee ee ae ae ae ale ae ae ae ae ae ae a,f ae ae ae ae as ae ae ae '< as ae ae ae ae as as as .a as d a a a a a S-3 10+Op 10+50 11+00 11+SO 12+00 12+50 13+00 13+50 14+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 14+ SEWER COORDINATE TABLE SSMH# STATION NORTHING EASTING ¢ _ 2-10 17+34 881.29 1882.81 In z. 2-11 20+e4 881.10 2232.31 SCALE a �z �o DU EXST. 1-24 24+ 9 886. 27.32 HORIZ• 1" = 50' ' ;_'� 2-12 26+99 886.28 28 284847.32 VERT: 1" = 5' m m STA 24+39 (CASCADE) m ^F 1 1 x 1 7 HORIZ: 1" = 100, », m a m,; m m4 m ^EQUALS STA 11+51 (KIMBALL) 3 1, ci m CONNECT TO 11x17 VERT• 1" = 10' EXST. SSMH#1-24 m STA 26rt-8g 26+50 A.B. > NEW SSMH#2-12 ( )v, VI aF d n C,zfN� >CD < d e G;rc„ r _ DI0 m I yap � i + � + NJ v> Oe 24 \ yNv�In m n G N '�o 1O pc;- N 'pV•^ `rIr''I��k,�i �` _ G 4 MNti W e �' T mr51� +mac u�r iNO < zv,$ ¢Wyo h + a�x co yav y a� + >—� N I m N " h�`` " CASCADE STREET TREE N N (33 TBC n TBC) 3 ESQ, - - . . N Q = ; - I C ti ti m Zi 8 <� m ? a m > yy� J• < Vl F � N VI b � Vl m v N - _ - S a 1 �, N y� q Z -Y N m = wn \ f "X 4 y Chi i N STA 20+84 5.5'RT N Fir a-vN •i + �, m oi� W NEW SSMH�12-11 + ��� '`M_ N X pm o�6 a' � I + e� X $ �B N ad y 9 y N Fm5 10w€o m • my Q QNd o i 33 S [UT 51 I wi n U W ( STA 17+34 5.5'RT(CASCADE) — a3 �.e r EQUALS STA 11+44 5.5'RT(HANLEY) - w g w NEW SSMHM2-10 w w I sZ �OIBI &� _ - LOT 43 i S aCASCADE STREET 1 0 .4 to c6 N o, TYPE A TRENCH BACKFILL �a � O O N N ^ TYPE 1 PIPE BEDDING DING 4r90 Y "^' v 6a 4785 m N o � MODIFY EXISTING MANHOLE �1m -24. d U a o o I - ^= 4785 ` !'� ,° RAISE MH RIM A TOTAL OF 2.36' TO 4775.13'. c u II +,ICI II REMOVE FRAME & COVER, GRADE RINGS & CONE SECTION. - a� II a ASPHALT +> ; ADD STANDARD 32" BARREL SECTION. - _ o n 3 +>.",z m O RE-INSTALL CONE SECTION. d 4780 W o iz N w o z INSTALL 0.17' OF NEW GRADE RINGS. I - N w o Q f>> RE-INSTALL 0.58' OF FRAME AND COVER. w N Z g >> vl o-zz �> 4780 p z O LJ N — — — _ _ _ _ __ .-- _ 4775 I a ` Z GROUND EXISTING 4775 a_ i O ~ z a 4770 — w I Vl w 3 p V w c 3 w o m EL I^ 4765 Q v �n SIN VC STALSDR535 SS NS7ALL 260,1. 211 (A.B.) q/6°, I. U - ASTM D-3034 8" PVC SDR-35 S m -00414Z ASTM D-3034 L,J In 1 4760 1 0.85% (A.B.) INSTALL 355 LF �a07. - 8" PVC SDR-35 SS 3.02% (A.B.) }n J w ASTM D-3034 - W - a160 r 6i V U Q 00.84% a W z Q Q r U V L No z a a ^ J N 4755 �2 a U U m w Q Q J f J RECORD DRAWN a z Z wa DRAWING �1 \ z z w N = CD N 4750 w Q w z ~ W w PROJECT N0. m U 3384.012 O O m �,N ^^ m,6 �p h m d^ N M m b m ,q ^ d N ,° °, h r7 ^ M YI p, N N m d O ^ M N 1 N pppp d O I� °, N ,� r•I °, m m m M III d n N p, III SHEET NUMBER OD d m M tp ^ m .O N �NI dh m0 rn N' ^^ mm m- 06 OWN OWN mN m� OIL Om °�^ mN t°d d,✓1 O.- ep0 Nm nl� m� ^O mM mN �i0 Nm °i�O Oh Om .1� Nm d0 ,°N �°d ^O O�m NOi d� fpN mM EOM h� p rMI ^^ ^^ ^`^° ^^ ^^ ^^ ^n ^^ ^n ^^ ^n n^ ^^ ^m nm bm mm '^^°rn `II '^^°rn `^^°m `^^°a' `^^°m ^m ^m '^^°m '^^°I ^m �m nao ^� n^ nr n^ ^� m� nr ^� n� e� ^^ n� ^n n^ N^ n^ �^ �^ n^ nm nm ^� �� ^^ �^ m^ ^ ^ I� ^ ^ ^ ^ n^ I� n n r ^ ^ n ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ n ^ 1� ^ ^ ^ ^ ^ DRAWING NUMBER d d d d d d d d d d^ d d^ d^ d^ d^ d^ a^ d^ d^ d^ d^ d^ d^ d^ d^ d^ d^ d^ d d^ d^ d^ d^ d^ d^ d^ d^ d^ d^ d^ a^ d^ �^ a^ a^ a^ a^ ^d^ a^ as a^ a^ e^ a^ a^ a i d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 S—4 % 5 `� IU �} CLIFDRN DRIVt' SEWER COORDINATE TABLE > >>a Nam, SSMHK STATION NORTHING FASTING iWso \ 2-13 6+56 392.80 1881.67 ~a< 2-14 7+80 516.79 1881.96 2-15 9+15 651.79 1882.27 - a 1 I 2-9 10+20 757.33 1882.52 'Q' --- 2-10 11+44 881.29 1882.81 END CAP 11+90 926.77 1882.91 STA 7+80 5.5'RT(HANLEY) y STA 11+44 5.5'RT(HANLEY) EQUALS STA 0+05.5 5.5'RT(COVER) .hi EQUALS STA 17+34 5.5'RT(CASCADE) NEW SSMH/2-14 y,L� NEW SSMHr2-10 r �' STA 6+56 5.5'RT h NEW SSMH#2-13 HANLEY AVENUE _ WV WV (33' TBC - TBC) h . WV Wy N �- I _ _ _ H- �_+ r, — — t+ g Z --v ST 9+ 5 5.5'RT a>i '_ I SCALE N v>i NEI I IS H#2-15 1^ — d STA 11+90 5.5'RT HORIZ: 1" — 50' _ INSTALL ENDCAP V E RT: 1" = 5' Nd'= 11x17 HORIZ: 1" = 100' = Z € ° O mn g y g I < gig 11x17 VERT: 1" = 10' - C - Ho STA 10+20 5.5'RT �= NEW SSMH#2-9 8 CJ� 0 Qw� �s � HANLEY AVENUE o 4795 TYPE A TRENCH BACKFILL 4795 TYPE 1-,PIPE BEDDING m N d m m 'm 0 d m Z o 0 i! ! N mm O U < C 4790 z`°d a O1 �' _ 'n x = d d 4790 o it r f to ^mom m NN Q uJ 11 W It + d pz d � d� poi n N dd Z q W + r1Oi r.-- 'n n vi f u'to .� 4785 N O 4785 i- n N n n vi n f 1JJ� f NKZZ mWO OIIw II^I NNN ve 11 Inn W g - HR11 Z Q m> Z >F ON II 2 N< II W0 O W j < II W II II Q I I j j> F > ASPHALT w 0 zz 4780 I II n�?9? N�z � > w -- - a76o1.5 MIN. I I m - �_>>>MAIN CR I I FE 3 z Z � z w _ w INSTALL 124 L — _ = 4775 '- II --- - _�1 II INSTALL 35 LF — — — — — — — 4775 w i a -_ _ B" PVC SDR-35 S W _.--tl ASTM D-30341 8'PVC S -35. - >O > w � � —1FJSTALL 20 LF -- ® 4 OX (q ASTM D 3034 Q D=3034•� — 8"3YCSD�=3S SS-- __ 2.20% m d 'I .47x INSTALL END CAP w + 3 GROUND IN(N)=#'768.2Z (n J M 4770 - _ 4768.36 4770 w Q a (n w INSTALL 124 L TALL 45 LF UTURE SE W N PVC SDR-35 SS 8" p C S R-35 SS ASTM D-3034 ATM 0-3034 4765 1 4765 e�g ® CAP END 3.73% (A.B.) 2. " (A.B.) ---- J W UU d = m 0 = J 4760 J W W W W W W W W W N Z Z In Z Z Z VI 0 d O F CO p J Z fr J a 7 w a W H U z X N Z O Z z z O RDRAWINGPROJECT NO- / 4755 V W< U W U U U W '1"` RECORD Oi W SHEET N 12 �O �O O N O m O N N m d O O f O I[I M Oi N f O �D O Oi m N f N O n N N O O SHEET NUMBER M* Nd ON h� iqm hm fN NM m0 N� Oin N� N� EON d0 �0 mn fm f nh fN 4 b! tOm dip EVE NN O� W� m� mN 'o m� �m `r 1� rl0 NN m mm �m m� �N �� �N mN �� �� �� �� �F, WO �0 �O �O 'O 'O �Ot ^Ol n01 n� m01 1^Op b� �m �m �m �m �m �n nn nr rr nr r� nm ^m ^uJ ^t0 �.Mj nn nr rr n� nn 10 "o nm �� n� �� �� �� nm nm nb nm ^n Nn �n ^n nn �n nn �n �r �r �r �n Nr �r �r �r nr �r nr r r DRAWING NUMBER / d d d d f f f d d d d f fid f f f f f f f d d d d d d d d f f d d d f f f,t f f f f f f f f f f f f f f d d d d d f f d f f f d d d d `*f f f f f f f d d d d S-5 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 1+50 8+00 8+50 9+DO 9+50 10+00 10+50 111-00 11+50 12+00 12+50 13+00 ;O Q U SEWER COORDINATE TABLE W SSMH{� STATION NORTHING EASTING naw _ I 1-23 7+87 520.65 2586.47 A � is s I 1-24 9+01 886.42 2587.32 p I k u LOT 35 VKKIMBLL AVEN h ' TBC - TBC —_�— o F STA 7+85 (KIMBALL) �. ^< ai EQUALS STA 7+1�11 (COVER) 0 �F` d F. A TO EXST. S MHp1 F�, j W� y z`^ CONNECT -23 D S�� to e N z�, STA 11+51 (KIMBALL) z w�- EQUALS STA 24+39 (CASCADE) a, ' CONNECT TO wN�"�"A � + + s�' EXST. SSMH#1-24 iz O1 � o I wW SCALE HORIZ: 1' =50' s o VERT: 1" 5' Z 11x17 HORIZ: 1" = 100' �� 1 1 x 17 VERT: 1" = 10' RE � �.. CORD DRAWING l0T 45 o g6 i KIMBALL AVENUE 0 TYPE A TRENCH BACKFILL MODIFY ExISANG MANHOLE N -z3. �. TYPE 1 PIPE BEDDING - 4790 RAISE MH RIM A TOTAL OF1.5' TO 478 n r- n REMOVE FRAME I h COVER, GRADE RINGS h CONE SE TION. i 4, H n ADD STANDARD 16" BARREL SE TION. >e< I z io o j RE-INSTALL CONE SECTION & 0.48' OF GRADE RINGS. N MODIFY EXISTING MANHOLE 1-24. a7e5 INSTAL 0.17' OF EW GRADE RINGS. z n ° d O ° M pp V G _ _ _ >n o o RAISE MH RIM A _TOTAL OF 2.36' TO 4778.13'. 4785 RE-INSTAL 0.58 OFOF F ME AND COVER. + w - I - wit n n r REMOVE-F A COVER, GRADE RINGS do C ION. ADD ST DARD 32" RREL SECTION. Q N>> > + �-3 N w RE-INST L CONE SE TION. Z II rn w i i 21 i AS LT p z z z INSTALL .17' OF NE GRADE RIN S. < e 4780 ` ` _ / i I w >> RE-INST L 0.58' OF FRAME AND OVER. 4780 cV ZO o II / - - - N II C/') a' 4775 EXISTING _ _ } 4775 a_MAINT N 1.5 MIN. - SEPAR ATION AT a WATER MAIN CROSSING _ N _ O z 4 /0 >z F �4770, w > o > > w 0 a II m /a 11 a � IN ALL 60 L � a +4765 S -35 S 475 Na m 03 w 1 49 o Y t_ _ II (n w 166 LF------ _ _ I Lil N ml 4760 -35 S -- LLJ g --- _ J 4755 -- y 7W O a U Q Q g Z WW Z W Z 4755 N zi F= W a W Q W X N W z w w z O z w PROJECT ND. N 4755 U wa O w U I U _ v w_ 4755 v 7De4.ot2 O n a0 OD up -- Gp np N r7 a rp n O, n y N r0 r0 O ir0 V N O e N O V] r0 op ip ip N m rr� pp M a0 r7 cp M W r7 m n m pp SHEET NUMBER �� �m .VI ne OM eN OT ae �O brn Nn �O b� e N O� qe nM W� �p 00 beo r O n „t O, O r7 O, b N N O t0 M O n �� n N `� m n O < O aD N M O 2 N r7 O m N h p p M) m d e M M M M M N N N O� O O O pi O, W W n n I� n n rp b tp n n n n r0 O 'N N N e a d e M M h M N N OD m GO m W W c0 00 00 OD m m m GO UD f m O n'o n 0 n m n O, n Of n O, n W n m n m n m n m n t0 n,m r0 rD is r0 e0 N d 6 e h r7 M M M1 N ^ N O M n m ao n m n m n m n oo n m n m n ao n 0 n m n aD n m n ao n m n o n m n m n n n n n n n n n n n n n n n n n n n n n n n n r n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n r'J en ,dn en en en en en en en en ,an en en en en en en 'fin en en en en en en en en en el` e^ el` en an On an an <n an On al` Qn <n <n Vn On an �n an rn en an DRAWING NUMBER l S-6 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+01 13+50 14+00 14+50 15+00 15+50 r• I SEWER COORDINATE TABLE-COVER STREET �32o N? ' STA 8+83 (COVER) SSMH# STATION NORTHING EASTING a W m - 2-14 0+05.50 516.79 1881.96 ---- ¢ -- - EQUALS STA 3+60 g- NEW SSMH 2-17 W 2-16 3+55 515.98 2231.46 iw C VER TR E a= o fi W I ^(33' TBC - TBC) rnN 6 Q 1-23 7+10 520.65 2586.47 pp y.^ In g= z„ p ^m 2-17 8+83 520.24 2759.91 my G 47b. m<' Q 2-18 9+16 520.17 2792.33 a �21III d mQ d� _ "e cz" a`o= r_s< j'""g �- � c D SEWER COORDINATE TABLE-ALLEY 7 NaN F F. No"I� L'JI a1• LOT 38 co ml" yl •ro a��e ry I SSMH STATION NORTHING FASTING L 2-19 1+69 329,43 2759.46 na 2-17 3+60 520.24 2759.91 NaUa Inoa.si mdu.n +d:ry°n' `„oa + rn + y L44 m 2ttX g'y' N6i` No yMc Ino „+lo. °++o " a v+i° ? c Io 06., �io o 2 STA 9+16 �; N.. NEW SSMH 2-18 a o E( ro + ma N Nz °N° ° H@ 9 6a ,I � 4 Q - •rl} - - STA 0+05.50 5.5' (COVER) N m r 1 EQUALS STA 7+80 5.51 T(R.1LEY) d ' m �1Y�G �' io a `�oa-.a STA 3+55 5.5'RT `Iw.r�.f q > P5 NEW SSMHM2-14 = e<_ NEW SSMH�'2-16 !�lea 7o i L .°i ,� s tt,E g1`F' o e o + yr. +a F+� a �m n eo�i= ��' m o=r IT � H r m a d ¢ STA2+45 6" SSVC (A. rn a to ENDI'O.P.RISER4778,MIA.B.) Q ZWZ; m ] RISERHEIGHTOO i- C ST 7+10 (COVER) x.on:=z ov: m I w u�i N a z F EQUALS STA 7+85 (KINIMLL) I 0+99 (A.B.) 9+e CONNECT TQd ,y STA'T*60_ SCALE %� E ST. SSMH#1-23 a NEW SSMH�J2-19 .� HORIZ: 1" = 50' � VERT: 1" = 5' �s STA 1+75 6" SSVc I 1 1 x1 7 HORIZ: 1" 100' p Gz7 LL END T.O.P.RISER 47RD.T(A.B.) STA 1+75 (2� 6" SSVC (A.B) RISER HEIGHT Is• I:ND T.o.e.RISER 4 8'(Ae.I 1 1 x1 7 VERT: 1" = 1 0' r--7 E SLOP1r3.0Y. RISERHEIGHT2.U' I P~ o p - IT SLOPE-20% i I 1 - I II I � STA 1 -* 3 SSVC (A. I�? 15 §§ ! END T.O.P.RISER 47$0.3'(A.B) I I ^ f RISER HEIGHT0.5' ^m SLOPE=2.DX m Zs $ tD m I m - - vmm ^^ T _ COVER STREET d< n io ��iioo =Da17 a v�m �I"T TYPE A TRENCH BACKFILL a ALLEY 7 = n + :n I`+n n n m a s 4790 T m a TYPE 1 PIPE BEDDING n '<. +M _ a790 4790 m TYPE A TRENCH BACKFILL p -MODIFY ODFFY EXISTING MAIN"10 fE I TYPE 1 PIPE BEDDING4790 Dp jn kkkII II mz o ma.. NO< d I . ' 4780 R & MHQR,MDE RL S d CONE SECTION.REMOVE C + m O OSTANDARD 16' O w+ 85 S +w 4785 4785OF RIN RINGS.0:z z TALL D z z z F zRE-INALL CONE E INS CTIONk'0O48G 4765" RE-IN TALL 0.58' PF FRAME d B<a z Z o j� �' AS HALT y�zzz _ Q .wp z - zzz _ _ - - - - - -1.0 H n - F_ j j j _ 4780 4780 - - 4780 N O mazzz _ - - --- - 2 4 7 B 0 -- - + - - - - - - -+- - - . W - - - �- - - TL : N EXISTING II = N GROUND I i 4775 4775 0 m INSTALL 1z3T LF 261 - 4775 CL 4775 - --- - ---- II } - - Ir- o 8 AS M PVC DR3034-35 SS Z H } fillST O Z w _ 8" TM D-30 4SS rn 0.92% (A.B.) w _j v II ®U:85X _- 4770 4770 N 4770 N > J c is 4770 - _ - - ` A. ) - _ 0 F- 1 I� 1 wo II INSTALL 173 _F o INSTALL 49 LF II 8" PVC SDR-3� SS V) VI o xI 8" PVC SDR-35 SS II ASTM D-3034 4785 4765 4785 W 3 ASTM D-3-034 ®Z-67$ _ I1 �- I,•I m 4765 ®D30.Z _ INS- -355 LF 6,54% (A.B.) i N w > a 0.517 (A.B.) 8" PVC SDR-35 SS W N O ASTM D-3034 Z U ®0.89% o J 4760 4760 4760�171. vi _j r w J Z N UU J Q z w N a a I z 4755 4755 - cJ - _4755 N 4755 - �. AA //pp`` - f Z w w J m wwCO �i� ' ♦ • V ¢ z Z J z x W Z r r ioLaNOamri7 ramra nen$na �ne�mne ne�na nd0�oa1 n��a �aN�na na�nea e�mne- -e�mna s1,ma ana vmmna �Nmna ea eamna <am ammna aNmnaI emna dMoa dmoa a,�na'I amna aMra �mna OnaI oa'na Oel'InaO MnaNna mnaOna �Nna aeOne ne ea �e-Oe +m -�^e-Om nmeON d^e;lh°° aen� mOaIlInO-Na In Na- N- ne__N`"aI nMmsI ONmsI ,pNN�a N-uNsJ IONe h_ae N�sZ Oa,NMs mOa m0s nQa POECT N 0 4750w w 4750 4750 33840t2i 4- 0 SHEET NUMBER 7oN. m4750m m 0 h O n ° m m m coOO O m °° DRAWING NUMBER OD m n nn m � a an a IN S-7 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+ 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 1+50 2+00 2+50 3+00 3+50 4+00 3 m0W� 3mz g 1 STA 14+25.1(16.5' RT) zw yi INSTALL (2)13.5 LF STORM DRAINAGE J �� _ CHASES SIDE BY SIDE PER C.O.B. d a o ALLEYS STD. DWG. NO. 02529-14 W u o - w > rc C W=34", H=6" 0 to M y I - o MEYER'S LAKE m O/ _ + 1 t 1 STA. 8+55.7 6.2'RT OUTLET STRUCTURE �' X c- 3 SEE DETAIL + INSTALL - `4yrr` o DETENTION POND 9 z OVERFLOW STRUCTURE TOP WATER INSTALL 171 LF o ♦ SEE DETAIL POND BOTTOM OF 15" SDR 35 PVC a - it \ PIPE O 0.5% � �,1�, 'x �o� INSTALL 20 LF OF 15" SD -- R-T �. •k ST $ d 35 PVC PIPE O 0.5% ♦ $ GRADE OUTLET TO DRAJ14 - CO 6R S- --- 8 8 STA. 7+21.00-STA. 7+40. (12.0' RT) ww SCALE $ POND BOTTOM 2 w NEW DETENTION POND 3 > o NSTALL 19.0 LF STORM DRA NAGE CHASE I - PER C.O.B. STD. DWG. N . 02529-14 BOTTOM EL.=4777.80' STA 10+26.5 (6.2' RT) HORIZ: 1" = rJO' 1 TOP WATER C 1 WATER SURFACE EL-4779.30 NEW SDMH 1 =34", H=6" TOP BANK EL-GRADE TO FG �11 VERT: 1" = S' ♦ TOP BANK POND VOL.=3857 CF (SEE SHEET SD-2) - a Z INSTALL 11 LF OF 1 SDR 35 BANK WALLS O 4:1 SLOPE 1 1 X 1 7 HORIZ: 1" = 100' s a 1 e PVC PIPE O PO D BOTTOM I I w � INV. EL. 4777.80' 11X17 VERT: 1" = 10' NEW DETENTION POND BOTTOM EL. = 4774.80' < TOP WATER SURFACE EL.=4475.55' x 5 C x�` TOP BANK EL. = 4776.05' POND VOL. =6402 CF BANK WALLS O 10:1 SLOPE -&$ { � I t i (-l-') COVER STORM DRAINAGE � p (FROM COVER ROAD ALIGNMENT) INSTALL 10.5 LF OF 15" SDR 35 & KIMBALL STORM DRAINAGE POND COORDINATE TABLE NOTE. PVC PIPE O POND BOTTOM OUTLET STRUCTURE INV. EL. = 4774.80' SEE DETAIL f g`a POINT STATION OFFSET NORTHING FASTING DESCRIPTION ELEVATION ALL DETENTION PONDS SHALL BE EXCAVATED E 7 7+40.0 12.0' RT 508.58 2616.44 END INLET CHASE O P.L. 4779.56' TO NATIVE GRAVEL MATERIAL AND FILLED TO 8 7+52.8 13.0' LT 533.56 2629.29 POND BTM CORNER 4777.80' THE RESPECTIVE POND BOTTOM ELEVATION 9 8+05.0 1.1' RT 519.38 2681.47 POND BTM CORNER 4777.80' w/NATIVE PIT RUN GRAVEL MATERIALS. 10 8+49.1 8 LT 528.67 272 . POND (BTM) CORNER 4777.80' (L 11 8+47.9 13.8.8' RT 506.56 2724.34 34 POND (BTM) CORNER 4777.80' C LIE D E N/C A S C A D E STORM D R A I N A G E 0 12 7+52.1 16.3 RT 504.22 2628.51 POND (BTM)CORNER 4777.80' w z 13 8+55.7 6.2 RT 514.16 2732.10 1 COB OUTLET STRUCTURE SEE SD-3 (FROM CLIFDEN ROAD ALIGNMENT) o d c o CLIFDEN/CASCADE STORM DRAINAGE POND COORDINATE TABLE nq i cj `a O U O m 0 POINT STATION OFFSET NORTHING FASTING DESCRIPTION ELEVATION 1 9+92.2 160.7' RT 778.97 1611.84 END INLET CHASE O P.L. 4775.41' w N 2 9+82.8 160.7' RT 771.34 1617.35 POND (BTM) CORNER 4774.80' Q z I- N 3 8+85.1 203.6' RT 717.26 1709.33 POND (BTM) CORNER 4774.80' Q 4790 v:o N 1O rri N 4 8+46.5 172.6 RT 663.95 1709.31 POND (BTM) CORNER 4774.80' z `� n '�'�'m^ a^ 5 8+95.7 97.8' RT 663.95 1617.35 POND (BTM) CORNER 4774.80' CV O roo�nvi a.r nv < m n c n N II I p?a 6 8+83.1 213.1' RT 721.93 1717.71 OUTLET STRUCTURE SEE SD-3 W %1 j FINISHED o w 3 o n J3�(L GRADE �w ?�N Q C0 N 4785 �o'v�i 1~iln 6: zzz = Z f>>> H Q I a EXISTING m om??? zZ w o GROUND (FROM CASCADE ROAD ALIGNMENT) 4780 CLIFDEN/CASCADE STORM DRAINAGE POND COORDINATE TABLE - W N - POINT STATION OFFSET NORTHING FASTING DESCRIPTION ELEVATION N O O a DETEN 10 OND 1 14+25.1 30.0' RT 778.97 1611.84 END INLET CHASE O P.L. 4775.41' �_ d N F 2 14+25.1 39.4' RT 771.34 1617.35 POND (BTM) CORNER 4774.80' � W 3 14+68.0 137.1' RT 717.26 1709.33 POND (BTM) CORNER 4774.80' co Z 0 15" SDR 35 PV Q a4775 SD O 0.5% 9 14+36.8 180.3' RT 663.95 1709.31 POND (BTM) CORNER 4774.80' In < UQ 13+62.2 126.5' RT .3.95 1617.35 POND (BTM) CORNER 4774.80' p U a 6 14+83.3 138.1' RT 721.93 1717,71 OUTLET STRUCTURE SEE SD-3 F- i J 0 ftf Z ml 4770 v1 ^ LJ 0 Q N W N m J a n y a L.J O w T J z J U 4765 Q z O Wd z� rn W a 7o zrn m N CL+ + + p Oa F^ �a0 O� m a 4760 oo cziv�ai as t� a PROJECT-NO --') O Or 3384,012 Oi M a10 .- < < rp n a V 0p O Or a RECORD DRAWING SHEET NUMBER o0 � � � .0 n n n n n n n ^ n n n n n n n n n DRAWING NUMBER 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 SD-1 wig 1 Z`; _ ZJOQQ _ UKU OU 2Wy,0 T KIMBALL AVENUE ,gyp c� o F W y � �y W o _ - ALLEY 7 _ U $ � I STA 11+91 i INSTALL FLARED END SECTION & TRASH RACK THAT WAS REMOVED FROM STA 4+53 AND EGRADE EX. DITCH (APPROX. 350') TO MATCH FLARED END SECTION 0 w i N�W _P �S. Vw�� W U {� FERGUSON STORM DRAIN ""n N F g ----- °i _ STA 7+62 STA 10+91 °° SCALE _ INSTALL SO MH #11 INSTALL SO MH #12 FERGUSON ROAD VERT: 1" = 5' = o STA 4+47 (A.B.) ST-*-4*55 �i c� REMOVE EXST. FLARED END �... — 1 1 X1 7 HORIZ: 1" = 100' W si^ = S 1 1 X 1 7 VERT: 1" = 10' SECTION & TRASH RACK INSTALL SO MH #10 Y, 7-7< FERGUSON STORM DRAIN 0 460G �z 4800 m _ -PROVIDE MNIMUM 1.0' OF COVER OVER PIPE' 3 O M m ¢ 4795 x ^ a S � Q gq m i0 n vi Z m mmm n�:Jy`I n II i II N n c n 4790 CV O +r W - NONE w O vOi FINISHED GRADE ^^ ^ x z < a a y^a Q a »> "' Il II nzll o bl c~/1 Z Z_ Z 0>3 UI H N N 01 N y O O N ^J 0 oo III c N W 0 .4 18'., V1 W Z Z 0M/1 N�N^1� Q h H 0 4785 d2»>) ^n�an JYn Z z l�Ua N L EXISTING GROUND rn u p Z N -z II„ Z J 7 7 t N > 0 0 �¢o 4780 � O f c Of 4780 - v~i K z z z - 3> fl- u) O N x MIN 4:1 SLOPE m Z 315 (A.B.) 309-EF (n 4 ZO 36" CMP, AASHTO M36 — __ 4775 V) 4775 SO 01.93% 1.88% (A.B.) I V) m Ir a 329 LF L LJ Elf O � N 36" CMP, AASHTO M36 100 LF 36" RCP, V1 SD ®1.07 4770 � CLASS III, ASTM C506, � m 4770 SO ®0.5% Lv v� J J Z n Q Q w 4765 > w x 4765 N N i CO 0 40 PROJECT N0. Q U 3381.012 4760 N O - SHEET NUMBER m � M oOalloon O 0 � � " " � � O^a; na Onaf na 0^a ^a na na ^a na 16 16 16< DRAWING NUMBER OD 00 00 RECORD DRAWING ae SD-2 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 moo GRADE TO DRAIN ¢ a iwz ' a L AROUND MH AS REO'D o U a c �o RIM 77.05' IN/�,, CUT APPROX. 5" OFF TOP PORTION OF TEE SO ELEVATION 12" `Q W EQUALS MAX WATER ELEVATION o p0� V MAX WATER ELEVATION 75.55' �74.80' INLET PIPE 15" SDR 35 PVC OUTLET PIPE 15" SOR 35 PVC O 0.5% 7 4• 15.15.15 32" PVC TEE 15" CAP/PLUG WITH SUMP 9" GRADE TO DRAIN 8.2" DIA. ORIFICE 72.13' USING GRASS SWALE 4.00' 4.67' 3 tz V w z.o Z n CASCADE POND OUTLET STRUCTURE z R Co d m 0 sa oDo g GRADE TO DRAIN AROUND MH AS REQ'D Ir loCUT APPROX. 5" OFF TOP PORTION OF TEE SO ELEVATION RIM 80.30' o U a o m EQUALS MAX WATER ELEVATION 12" V MAX WATER ELEVATION 79.30' Q - Z 5 V Z ( O a OUTLET PIPE 15" SDR 35 PVC O 0.5% T75.88' 77.80' INLET PIPE 15" SDR 35 PVC p p m 0 __ 0 Op oo°O 6" W NN \ IW\pO0 0009 N 150505 o o�o p =mil PVC TEE 26" a V) J ¢ 15 CAP/PLUG WITH SUMP 9" 4"-8" COBBLE 0 z GRADE TO DRAIN 10" DIA. ORIFICE 8" DEPTHUSING GRASS SWALEN Li O w0 x of CL r DETENTION POND OVERFLOW DETAIL a o m z G � a a N � O a 4.00' i N J W O H m 4.67' Vl u to W w J zZ r COVER POND OUTLET STRUCTURE > w a N i O a m U N PROJECT NO. 0 33B4.0 t 2 SHEET NUMBER RECORD DRAWING a m n n DRAWING NUMBER SD-3 W,00 LAKE GRID COORDINATE AND ELEVATION TABLES >mui 3W: -- --1-- _ Easting Elevation Northing- -r--1----- ----- Eleelion Number Fasting Ele`etin Nmber Northing r Number Northing Easting475 . 8 �i_ 19 1059.19 16 . . 61 809.19 1413.99 4775.79 50 wPH/SE 2 1 . 300 BOUINDARY{ 62 809.19 143899 4774-09 197 1 . 8 1 198 109.19 1713.99 4771.83 311 1309.19 1413.99 4753.50 -"E all I I I 63 809.19 1463.99 4772.86 i- 14399 475 1.J 64 80919 1488.99 4772.93 199 1059 19 1738.99 4770.93 312 1309.19 1.2 - - 65 809.19 1513.99 4774.24 203 1109 19 1213.99 4770-41 313 1309.19 1463.99 4753 I I I I I I I I I I I I I I I 38.99 477579 204 1109.19 1238,99 4770.34 314 1309.19 1488.99 4752.28 66 809.19 15 . I I I ( I I I I I I I g0'x25' GRID 67 809.19 1538.99 477 .79 205 1109.19 1263.99 4770.11 315 1309.19 1513.99 4755.21 I I I I I I p l pti b2 I pry ab a�' ( PIO p1 I I I I I I I 84 859.19 1363.99 4775.11 206 1109.19 1288.99 4768.46 316 1309,19 1538.99 4759.86 I I I oa 10p tiob �oP �Ob Oa °a �lOa I I I I I I I I I 85 859-19 1388.99 4774.08 207 1109.19 1313-99 4765.92 317 1309.19 1563.99 4764.78 i¢ uW Ql �-- Y'--r- 86 859.19 1413.99 4771.55 208 1109.19 1338.99 4785.72 318 1309.19 1588.99 4765.43 I I ( I I ( I I I I I I I I I I 87 859-19 1438.99 4769.49 209 1109.19 1363.99 4767.90 319 1309.19 1613.99 4766.41 I I I I I I I I I I I I I I I I I I I 88 859.19 1463.99 4767.92 210 1109.19 1388.99 4768.15 320 1309.19 1638.99 4769.64 I I I I I 2q a I a2y I alb i b2�III III III III III 1p a II 1p III OIII - II O I Op qO qO�5° I O 'I � I I 1 I I I II . . 4767.37 321 1309.-19 1663..99 4770..48 r UPLAND 89 85919 1488.99 4766.77 211 1109.19 141399 19 1438.99 4764.43 88.99 4766.35 2, .2 90 859.19 1513.99 476664 476663 1463.99 4760.73 329 1359.19 1269 ♦ 91 859.19 1538.99 4767.68 213 110919 1899 85919 1563.99 4770.88 214 1109.19 1468.99 4755.84 330 1359.19 4767.02 to 1 92 1313,99 4766.37 93 859.19 1588.99 4773.95 215 1109.19 1513.99 475 .I I I I I I I I I I I I I I I 1 I 94 859.19 1613.99 4776.29 216 1109.19 1538-99 4753.01 332 1359.19 1338.99 4765.37 I I I I I ppy 5.15 piI -° I 95 85919 1638..99 a776s5 217 1109.19 1563,99 4756.10 333 1359.19 13 .99 76 l � p 1388.99 4765-42 b 107 909.19 1313.9 472,60 218 110919 1588,99 4758. . Q. L-J 1359.19 1413.99 4761.36 - � 219 1109.19 1613.99 475 . ' WETLAND-SATURATED SHORE108 90919 133899 477234 43899 4754,24 109 909.19 1363.99 477223 220 1109.19 1638.99 4762.99 336 1359.19 1 a m 1499 475 . N 110 909.19 1388.99 4769.76 221 1109.19 1663,99 4766.85 337 1359.19 1488,99 4755.79 .19 1688.99 4770.40 338 135919 90919 141399 4766.60 222 1109� 339 1359.19 1513.99 4757.9 11 909.19 14 99 4761.71 . 340 1359.19 1538.99 47 .0 113 90919 146399 4759.72 228 1159.19 1213.99 4769.71 0- 0o_ 4765.09 114 909.19 1488,99 4760.52 229 . 8 . c 1563.99 I I I I I II♦I•--III _ II y a I p��° II p'Sy b II Oqy 1 II,`pyg I yI bI � III qIO'S II p'S II pS bII pS� II1,p 0II1,p q II II I II I III WETLAND- 1115 909-19 1513.99 4761.21 230 1159.19 1263.99 4769.19 342 1359.19 - 1588..99 4767,25 I I I 343 1359.19 181399 4769.46 6 909.19 1538.99 2 13 .99 47 . 34 1359.19 16 .99 4770.02 q 231 151 8 . 1159.19 15 1 5 10 "' 7 90919 153.9 4762.50 115g.19 1338.99 4759.32 345 135919 1663.99 4769.53 11 1 1 475718 36 1359.19 N o E10 233� � 8 9099 .` _ 1159.19 1363.99 8 119 909.19 1613.99 4771.27 234 Qi m I I I I I I I I { I 120 909.19 1638.99 4772-04 235 1159,19 1388.99 4758.21 354 1409.19-- 1263.99 4766.01 121 909.19 1663,99 4773.03 236 1159.19 1413,99 4757-14 355 1409.19 I IIII I . . . _ 1288..99 4765.--80 356 1409.19 1313.99 476705 237 1159.19 1438.99 4754.97 22 9919 1688.99 4774.DO y(9 -OPEN WATER 5 28 115919 146399 4752.56 357 1409.19 358 1409.19: 13 .99 476 ,17WETLAND 123 909.19 1713.99 47 1 1 239 1159.19 1488.99 4751,12 1388.99 4764.29124 9099 73899 477728 240 115919 1513.99 4753.74 359 1409.19 131 959 9 1899 477 23 4757.21 360 140919 -1413.99 4760.68 1 I 132 959 19 1313.99 4772.03 241 1159,19 1538,99 j� fLo i No) 242 1159.19 1563.99 4764.04 361 1409.19 14 .99 475 133 95919 1338,99 4771.50 1409.19 1463.99 475&49CD a 140919 148899 4r5 q 76581 134 244 1159.19 1613.99 4761 363 02 � .49 . 243 9158899 476298 362 �_ �2_ 135 959A9 388. 8.05 245 115919 163899 4765.28 364 1409.19 1513.99 4765.37 0 4 I 135 9599 1413,99 476 . 365 140919 1538.99 4765.34 I 37 959.19 1438.99 475885 246 1159.19 1663.99 4768.39 =►+�8 1W I �q I 00 I �pp1, I ..... -- . 168 .99 4770.46 6 1409.19 158 ...99 476 .- OrFry 2 1 A 38 95919 146399 4753,83 247 115919 1588.99 4768.21 a752.57 248 1159.19 1713.99 4770.27 387 1409.19 139 959.19 1488.99 253 120919 1213,99 4769.22 368 1409.19 1613.99 4769.39 Al _ 2 475296 4789.28 359 1409.19 163899 476513 ,99 4755.63 254 1209,19 1238.99 141 95919 153 255 1209,19 1263.99 4769.01 380 1459.19 1288.99 4765.10 0 y R'S ILA 14 95919 1563.99 4761.51 255 120919 128899 476 .61 381 1459.19 13 .99 4766. 2 143 95919 158899 476 . 4761.89 382 1459.19 1338.99 476642 "E b 1313.99 595.04257 1209.19 p 144 959.19 . 1459.19 1363.99 4765. 25 1209.19 1399 475 18 383 145 95919 163899 476575 259 120919 1363.99 4751.21 384 145919 138899 476516 146 95919 1663.99 4767 42 g 260 1209.19 1388-99 4750.00 385 1459.19 1413.99 4763.61 I I I I I I I 1 I I I I I 147 959.19 1688.99 4771_38 a y b 0 I q { pp a'` I a2 I a5 as �I�°,-,Z2 q�I o,Z__ I°,Z9-° I�°,-,Z,5��I'�p.25-2�I o,Z•D`5_�'�p_g I ti_g I q- I�°_2 �-2 -�Y �'- -�~- -� �--y� b I a� a-b- . , - 386 1459.19 1438.99 4758.23 148 959.19 1713.99 477309 261 1209.19 141399 4750.00 4750.00 387 1459.19 1463.99 4753.00 2 I 149 95919 1738.99 5803 2a 02 2120919 143899 2 2 263 1209.19 1463.99 475000 388 . .4-4- 155 100919 126399 477L59 a _ . . 265 1209-19 1488.9.9 4751.92 389 1459..19 15 .-99 476 . 4771.56 1459.19 1538.99 4765...619156 100919 1288.99 409 265 120919 1513.99 4755.99 390 15 1009,19 113,99 265 1209.19 1538,99 4759.33 391 1459.19 1563.99 4768 4770.31 6 � 158 100919 1399 120919 1563.99 4763.02 392 14 . . 45 67 2 2 I2Z Ip 1ss 1oos.ls 1363.ss a7s9.as 1613.99 476860 2Io2, 268 1209.19 1586.99 4763.67 393 . 2° I2 Iop I - -f � ~- -- 160 100 . 47644 4ti-�-�ti -4-0 -- �--f- 269 120919 1613.99 4761.00 394 14 . 8 1 161 1009.19 1413.99 . 270 1209.19 1638.99 4767.13 405 1509.19 1313.99 4765.58 1 162 1009.19 143899 476&09 4767.10 271 120919 1663,99 4770.52 0 1509.19 1338.99 o U Z Ib ' 163 1009.19 146399 4759.97 4770.92 407 509.19 1363.99 4766.37 q I 164 100919 1488.99 4755.77 272 1209.19 168899 4765.37 & O Is, 273 12099 151399 .19 171399 4767.89 408 1509.19 1388.99 QZ ~m 4751.N O A 121399 4768,42 409 150919 141399 4764.24 0T' MAYNARD BORDER DITCH 166 10099 1538.99 4750.31 278 1259.19 a a0 k�_ -_- ...... . _ _-- 12 ...99 4768.24 40 -- 1509.19 1438.-.-99 475 .-0 L1Z1i 167 1009.19 156399 4751.98 279 1259,19 4757.08 280 12591g 1263,99 4768,12 411 1509.19 1463.99 n 168 1009,19 1588.99 4754.34 281 1259.19 199 476 . 412 1509.19 1 .99 47 .1Q by - 69 100919 1613,99 4758.24 282 1259.19 1313.99 4763.90 413 1509.19 1513.99 4762.35 1 1638.99 4762.53 476711 170 100919 133899 476213 414 150 .r 283 1259.191 45�ti°-4-_ 40- I 1 172 100919 168899 4769.90 284 125919 1363.99 4756.25 49171 100919 1663.99 4765.74 476559 w 416 _ 50919 4764. S w_ 285 1259.19 1388,99 4750.92 1588-99 N 173 100919 1713.99 4772.31 4764.45 286 1259.19 1413.99 4750.00 423 - . Li 424 1559. 9 1338.99 Zq 174 100919 1738.99 4770.24 287 125919 4765.93 I I N� ns 1oss1s 1z36.ss 4770 4 . 00 1 1 4770,72 288 1259.19 145399 475 . 425 1559.19 1363.99af 1488.99 4751.37 425 1559.19 138899 4765.86 d 289 1259,19 181 1 75 29 1219 599 475 . 42 1559.19 14 .99 4765.40Lj o 182 10%19 1313.99 4769.76 1 2%191538.99 4757.25 428 155919 1438.99 4765.05 m W 183 1059.19 133899 4769.47 29 429 1559,19 1463.99 476 . U Y 1 2 059. 9 1363.99 4769.48 292 1259.19 1563.99 4759.78 4766.0 n ti p+ 184 1 _1588.99 4758.95 430 1559.19 1488.99 n OS 185 105919 199 476 . 7 293 1259.19__ S- y 294 125919 1613.99 476153 431 155919 1513,99 4766.93 186 1059.19 141399 4768.87 - 11 -- - ---1559..19 158.-99 476 ....26 295 1259.19 NrIiJ W 87 05919 143899 4768.16 133899 4764.26 w'25919 1399 470.35 . iJ ag 1059.19 1463.99 4764.48 295 1363.99 4765 } 4758.93 297 1259.19 168899 4770,90 441 160919 4765.51W 89 1059.19 148899 298 1259.19 1713.99 4768.79 442 160919 199 105919 1513,99 475392 443 1609.19 1413,99 478594 30190 130919 1238.99 4767.65 191 1059.19 1538.99 4750,00 1309.19 1438.99 476680 305 309.19 1263.99 4767.25 444 192 1059-19 1563.99 4750.00 306 309.19 128899 476684 445 .09.19 1463.99 4767.01 J 193 1059.19 1588.99 4752.91 1 1313.99 4765.45 446 1488.99 4766.66 -1 307 1309.19 1609.19 19 105919 15 .99 475 476629 j2 308 1309,19 1338.99 4763.48 44 . O 422 W --�-�- W -- --�. � N n i T m a M L-P Of• LAKE ALIGNMENT COORDINATE TABLE PRQIEcr No. STATION NORTHING FASTING DESCRIPTION aae4.olz a _ C SCALE 0+00 709.19 1463.99 BEGIN ALIGN/CASCADE-CLIFDEN INT SF,EET NUMBER / HORIZ: 1„ = 50' 10+00.00 1709.19 1463.99 END ALIGN pRAWING NUMBER i I CORD 11x17 HORIZ: 1" = 100' DRAWING L-� 4775 3+00 -- - 477' 4775 z 4+ �0 �Ja �- EXISTING GROUND oU 4770 w�¢o (typ. all cross sections) --- - - > p �< 0 4770 4770 4765 4 i;_ _ 415 4765 a Q' Z� E. FINISHED GRADE (typ. all cross sections) 4760 4755 a 0 0 4 4755 0 0 n � a a 4750 � 'q - q °00 -150 -100 -50 0 50 100 150 200 250 300 N 0 n n rc a a o I: 4775 4750 4755 2+5 0 300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 0 4770 4770 4775 4+00 4//S zFoz m _M 4765 4765 4770 -- - -— _ — — - l 477C 4760 4760 4765 4765 So � w x 4755 4755 c '^ 4760 4760 ` = �£ M M � n 4750 < 4750 -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 4755 4755 2+00 3 4775 4775 4750 a s 4750 m m o d -300 -250 -200 150 -100 -50 0 50 100 150 200 250 300 m U L J 4770 4770 Q 4775 3+50 a _ N Z O 4765 4765 y 4770 — — — — — 47I0 N 0 Q 0 = N [L z \ n n I z O 4760 4760 Z w U a' ^ 4765 4765 Li a a > N 1n O + -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 3D0 Of a N d N a N_ 4760 4760 1 F50 " o a CD w w Y Lj o g 4775 4775 (n Q Q + � N ,n L 4755 4755 LLJ w > � W m 4770 4770 > W i L w n 4750 415-- -300 -250 -200 -150 -100 -50 .� 50 '00 150 200 250 300 J Z x a s Q Q ✓� 4765 4765 -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 w z N g o a m / 1 +00 HORIZ SCALE 50' RECORD DRAWING N 4775 4775 use<.o=z o — — — — — — — — — — — — — — - -- -- - - — — — VERT: 1' = 5' - SHED V1-1,1?_= M 11x17 HORIZ: 1" = 100' :,,;•,:: < 1107 VERT: 1" = 10' 4770 4770 L_2 -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 mom 9+00 w3F 4765 o R 4765 "z w qn u6 — — SCALE =moo HORIZ: 1" = 50' " 4775 -300 -250 -200 -150 -100 -50 a0a 50 - � UKU � 6+00 4775 VERT: 1" - 5' 8+ u 11x17 HORIZ: 1" = 100' 4765 — — 1 1 x 17 VERT: 1" = 10' 4765 4770 I 4770 �a -300 -250 -200 -150 -100 -50 0 50 100 'Z 4770 4770 o-- 4765 8+00 EXISTING GROUND 4765 (typ. all cross sections) — 4765 � � � 4765 4760 4760 FINISHED GRADE 4760 4760 (typ. all cross sections) 4755 4755 f N N 4755 4755 a n 4750 v 4750 a a-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 -300 -250 -200 -150 -100 -50 0 50 100 150 how a 7+50 4770 4770 w " 4775 U u^ 4775 � — '�' '-'•E��g 5+50 4765 4765 0[z]8 6 4770 4770 ~` — — — — — — — — — — — 4760 4760 S �€ 4765 4765 al E 4755 0 0 4755 L_JIU1 r-i -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 01 4760 4760 0 3 7+00 f 4770 m m O 4770 4755 4755 o u @ o i N n 4765 4765 Z a < � F 47507 4750 N Z 300 -250 200 -150 -100 -50 0 50 100 150 200 250 300 O M W RECORD DRAWING 4160 4760 N N N N a Z Z o a Z w U 4755 `n 4755 Q w W v 4775 ` 4775 y a N 0O N g +OL' i -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 f O G a _ N mU 4770 _ 6+5 0 Y w 4770 4770 N J + Y vi a — — — — — — — — — W 4770 -J w X mi 4765 4765 ?�, IJ w Q 4765 4765 M W J 4760 Q Q g 4760 4760 4760 > 0 g Im U . 4755 4755 PROJECT NO. N 4755 4755 3384.012 0 f O O SHEET NUMBER N N N m DRAYANG NUMBER 4750 j 4750 4750 �• �• a a -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 4750 I _ -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 L Z mOO m2� K 0'� �J20 z Z I O liwwmo KU � Y H " -cT4 6T l Q n s[ J PM �A'1iP t} 6 Z �� HIGH POINT AT MIDPOINT TBC 77.24 SCALE Q^.Og ye 1^ 00�' ,'SIDEWNx + n '� 1 1 X 1 7: 1" = 40' _ SIDEWALK � STA 4+07.56 END '� '�`+ 0 6 1• TBC 11.00 LT 76.90..----' -- � A"tom 63 lT ZO�# n� ,l pt SSP ------------- 'TBC StPA# S\P e�' A#g6'' CASCADE LEGEND: __-___ - y0� ,D 19g j8 1� IB' SJ9 I STREET l_e.�3�,4 A519'�6p918#9B9 ,'� 1 "p 16• ASPINLT •xe 2z'TBC #lS?2 :5 B#p2 P L A#O 1 gs ROAD STATION, DESCRIPTION, _�tPl 4P_�' TP 4 10 5(P AxOS� P9!>6 _ T JJ � STA 5+02.79 8Cf m — QNO aT 1111 OFFSET, AND ELEV.: ADD I DECORATIVE \ tP 9 �_ _ 4700.00� FOR C.O.B. DATUM CROSSWALK e \ y ---- CASCADE STREET ' f t va ' CL ROAD STATION AND STA 5+02.79 62.53 m v 4k -— - - ® ELEV.: ADD 4700.00' s f FOR C.O.B. DATUM - �9 .�, .°o? .m� a -- 1 �t 1 n^ srgTT. OB 'Or FLOW DIRECTION J de �o J.rq .$ 4' 2i. SIDEWALK J, LOTLINE 2:W 5' SIDEWALK �Nn F t 3 5 1Hg��Q m� sr, 51P s t / TBC 5 \ ' FLOWLINE e\P® f STA * EDGE OF ASPHALT U I t lob tHStP \S N L 9 T /_ ooft SPILL CURB �r w m 0� ° a DECORATIVE CROSSWALK 7 + 00 SEEDETAIL (-2-� CASCADE STREET S� S �� R-3 � f € � CASCADE STREET/STAFFORD AVENUE 1. ALL TBC INTERSECTION RADII TO BE IS', PARKWAY CURB BULB 0 R—ZZ1 UNLESS OTHERWISE NOTED ON PLANS. R—J 2 UNLESS OTHERWISEALL TC NOTED ON TO BPLANS. 3. TBC-TOP BACK CURB / 4. PT=POINT OF TANGENCY 29 ASPHALT S. ALL SIDEWALK/CURB INTERFACES SHALL ~ HAVE A PEDESTRIAN RAMP PER < 33'TBc C.O.B. STD. DWG. N0. 02529-8 f � �y 11 + 00 f 4 DECOR LOT 26 P ' Z �� CROSSWALK m o < t`n O w O*y� CROSSWALK � o a m N INSTALL DRIVE OVER CURB AND GUTTER PER MPWSS STD. DWG.NO.02528-2 5'CONCRETE(6-THICK)j Z INSTALL DBL GUTTER Q B SLOPE O / COB STD. DWG. 02529-1 3R UP TOWARD CENTER Q DECORATIVE / CROSSWALK / N Z O DECORATIVE CROSSWNX SJ1 J T�eJ LLJ SIDEWALK - - 'sJ•a�* _ - - --- -- - _ - - -- ---- Q am 33'TBC CASCADE 20'___ s*tB. N L v d? `ryq � ss ' �•/ �4 T I STREET ASPNN.T + 7� - -- -f' [ cNi + y7*? ASPHALT R=20' -0. x O ! x?J`{9 I� *??� O O �aB`�\\\s\4`\>a Y Hai O J>0 Jeer � JJJ° � y? m H __ - _ 7 •1 C 0, _ 10 9I 10 19' II ABPIWT /Q 4 xes _ � � �• v) C (. .bf e SIDEWALK I— L Z - \ STA S„ - 1 (n H g*93?J Li03, +JJo Irv / 00 TBC R-42.5-(EYP.) / J 70O ` J t0C � INSTALL STORM DRAIN O Q Q CHASE.SEE DETAIL (A DECORATIVE Q '@,P Dy J > L,J 00 IT) CROSSWALK a m'h 0•, — i N L 0 T 15 PROJECT NO CASCADE STREET/CLIFDEN DRIVE 3384.D,2 OD R—2 / RECORD DRAWING SHEET NUMB; O N Z rO :/ R—Z DRAWING NUM; D-1 N m�� oqo h h h 4 a T K ww d•q ,? n ^ K DECORATIVE 2 I 12 +I O O CROSSWALK__� _ 1 I Iv CI INSTALL DRIVE DVER CURB AND GUTTER ] PER MPWSS STD. DWG. N0.02528-2 5'CONCRETE(6'THICK) !d1 SLOPE O 37G UP TOWARD CENTER 1 166A 93 P 0. 2 - - _ - S - r TA 'L o 11 q SIDEWALK - - SIDEWALK THE ORTH j 0�,yT3t96.B9 S- tiP^ 5�00 yh c,P 1°6`�0c IIq kau ON INTE SE TION .B. SEA 23+79.78 PT,° JJ SCALE TBC 16.50�LT�fit9i. _ - -`(A•B.� ---- - ,6+83211 A --- _PS --J+ . ..\ - 94 17.15Br}?f+T6 _ DECO A-- 9 (A. f I N )j0 R 'p � a� ^ , x0o N 5tF,3�b�1�A,6+�9`11 J 7I.OplTJ pT A TO _ 1" - 20' CROSSWAKI( 133'TBC 33•Tec �`' JJ'7g eqq scA T1' 1 1 x 17: 1" = 40' I �y -� a` �. CASCADE I 1139 tPF°ry �4 )7y. + 16 - 1 >4 by 03 STREETDE I ASPI IT AS STREET 11. pt !6 OJ 7J 91 y6 �3x ^y. DECORATIVE 6A69' ti3 63 1'L� .g 9 Sj ,!+ 1 9y ASPHALT R=20' 1S , CROSSWALK ��' ,°x� �•' _ w�, STA 17+58.77 ENO LEGEND: �P �P BC 11.DO Rf 7L. f ss nx m 23+79.78 PT,L 06°1'116.50�Rf� R ry'`' ti vsr ROAD STATION, DESCRIPTION, 76.86 A.B�) +9 6 -- y v g�7 fn STA 5+02.79 BCT �' _- '" OFFSET, AND ELEV.: ADD s a1 SIDEWALK BC : BC 1� 6.50'RT 81.11 11 ASPHALT %� j fi 362 ># N msQ�rtl,J 4700.00' FOR C.O.B. DATUM �gc �6�_ SIDEWALK 11�`I 69 g6 4 �TBrA t r*o CL ROAD STATION AND -k (4'e J:g P91 STA 5+02.79 82.53 �Jg i 'e1 rq J pr ELEV.: ADD 4700.00' I � 94 FOR C.O.B. DATUM y 'i TBC R=42.5'(typ.J STA 11+04.09 Pl STA 11 0409 PT ! � FLOW DIRECTION DECORATIVE - TBC 1375 LT 78.03 1 1 + O BC 1375 78.02 CROSSWALK I � I LOTLINE STA 10 90.49 PT m SrA 0+ .49 PT 5' SIDEWALK w TBC 16.5 LT 78.10 i BC 6, Rr 79.10 TBC o FLOWLINE $ EDGE OF ASPHALT J Z Y Q S x a ' SPILL CURB 0 0 29" �' 29' 0 ASPNALT as ASPHALT �n TBC DECORATIVE CROSSWALK 33'rsc SEE DETAIL Kj-'� CASCADE STREET NLEY -AVENUE NOTE R-4 R-6 1. ALL TBC INTERSECTION RADII TO f ) t 5 C.UNLESS OTHERWISE NOTED ON PLANS. NS.S. L 1. 2. ALL TBC TRANSITION I TO RECORD DRAWING 3. TUNLSSBC ETOPO ACKWCURB OTDEID ON BPLANS. 4. PT=POINT OF TANGENCY CASCADE STREET K M B A L L AVENUE �L 5. ALL SIDEWALK/CURB INTERFACES SHALL HAVE PEDESTRIAN RAMP PER 4 C.O.B. STD. DWG. N0. 02529-8 R- A S 4-T A _STAB 41. 9-66 STA +4 28 PT 8 ,SJ18.5 LT m BC 6.90Ri 79.80 STA 8+k4.3 PT 1y STa 6+44.33 PT 4a i ST4 TBC 16. LT 9.51 BC 16.5 RT 79.5t o Jg.> ` rx a 30 i3 P19;11 STA 5 .69 PT \J® STA 8 0.89 PT �i e�15 TBC 13 75 LT 79.76 \ BC 13 15 79.76 STA 0+30.73 PT 7 A 13. t , TEIC 79�72®` DECORATIVE :2 CROSSWALK TgCs 8 , Ty Sx a ,�' 12 + 00 N 8+17.09 PT �y-Nr STA B+li 09 PT ® Q1 1 CT J P 6 STA 8l. RT PT TBC 1.55 LT 79.92 BC t 1. RT 9.92 _ _ ¢� r _ A� r >$C 8, r STA 8+11.1a /9.84 51A 8+11.14 PT � ♦ = 9 7, 11, 9z 9B �f BC 11.0 RT 79.92 w a 1 9 y q. SIDEWALK B a' 9 9 7 s STA 8+17.13 PT DECORATIVE (,s, 1 BC 11. SIDEWALK 6• Sl r 8.9> - CROSSWALK r (n N bey 0° ,.. 1 t BC.11 Sr ox'Lo° ' S $.pr !l'*,y oo le .: `8 Pt 3` 4 9 o Q A !l.O / �91. S .. 6• s o SoEwux' _•so a l CL '9' o" Ox bg S6 a ex sf a-s - _ 1z19 0t: 6 C •JT r' �/33'TBC Q �tl �qS 6�Bq.� N O COVER 29' RDg `4°> .ST �tr sr sr DTI - - + COVER s a O ^Q °o$0 90� ! r STREET ASPHALT + sr 7+33'TBC STREET O56Oy y°n5y 4 j1.p060. Jr9 4 - gg4 _ 0 29' 6418 $ 6> y/ 9> 33'TBC �> J>> 2 O 8 Q PHALT fir' O y° OH BJ@ CASCADE 29' �68 "33 REMOVE EXIST.CURB Sr, yy - STA 7+7.18 PT + 4'T Sl p �o •'?� --- - _ -JAS 1 J� _ _- °y y 0'Y 0 Ow - BC 11.0 RT 80.31 Po/ AND ASPHALT IN SHADED m 4 STREET ASPHALT AREA. INSTALL NEW ASPHALT 0 a7"59.1 r AJ O '__- 1 - wy 19 10' 8 \, Ann 7T O N AND CURB AS SHOWN m sr 7�SJ Bo.1 $rP u�"� s s _ _ 3��eP° d4 e �eo� tiQ m A 7+59?� O A 3 STA]+5�.11 (n 80 BC 11.00 Rf 80_24 q P S 'JO•P SIDEWALK flDEWALK b. ,�, 1r;_ f: S 7+53.19 Pr "/6 STa 71 5 .19 PT °i , y ?8 6g �_ BC t 1'"T 00'RT 80.69 z TBC 1.00 LT 80.27 I RC 11 0 RT 027 +Jg � , � 3 1y1 ^ �STA 7+53.23 PT ;71 � 71 L>>J01 ` 8 SIDEWALK �.33 STA 7 39.59 PT STA 7+39.59 PT ��+� a PT mj TBC 13751T 80.38, BST C 1JI75 T8C3STA'TS'LT 80.80� Sr.+3163 PTN`J BC 1375TA 83 80.80 900 > W STA 7 25.99 PT �•30 SIA 7+2599 PT STA 7+26.03 PT STA 7+26.03 PT y1P ryq _ w TBC 16.5 LT 80.44 w �BT6.5 RT 80.44 w N �Z TBC 16.5 lT¢O.BB S� $ BC 16 50'M 60,68 ~� 11 + 00 > N =a [_ .. J w' cal, J '� Z r' a 29' mZ OJ Nj O w 0 Z 33'TBC io0 7 + 00 Q F303 N SHEE OD COVER STREETZSTREETZHANLEY AVENUE � COVER STREETZKIMBALL AVENUE CASCADE STREET/FERGUSON AVENUE 111AIIII = R-9 R-9 R-4 C mOn / 6 \ NZ �� - SITE GRADING PLAN S � - -- - A" 2 a r 476t, 477 -- - 5 awl awls o o � x 'S O N —%`— A > ALLEY 5 �� w III — w l INSTALL , O - i DETEI'bjION POND/ A PHASE 2 y'� - _ -- - -- - - -r1�> — - --- D SEE SHEET SD-4 .S- BOUNDARY S c ---- -I - _. -.- - - ---. - - -. _ --- 78 -_--- - ---- - --- I) i:' d CC a O CASCADE-STREET - — - 0.719. X z I N Zo V) O v - - �Y- - — --- - - - > Z I IV I m a N Z LEGEND 4/80 EXISTING CONTOURS m 4780� PROPOSED CONTOURS Lij 0•50R PROPOSED FLOW DIRECTION & GRADE J J V) Q a SCALE ♦ EXISTING STORM SEWER INLET w HORIZ: 1" = 50' EXISTING STORM DRAIN & MANHOLE 0 3 VERT: ill = 5' m 0 1107 HORIZ• 1" = 100' PROPOSED STORM DRAIN & MANHOLE ee 7OJCC' U 1107 VERT: 1" = 10' PROPOSED DETENTION POND EET N0 0 RECORD DRAWING H I:k4WING a M n n fl- x L/7 I EXISTING !II moil - j ROAD SIDE mom= LA = o I 1 PHASE 2 SITE GRADING PLAN __ J = BOUNDARY pi CASCADE STREET7k/ N � N ------- ALLE Ir y INSTALL �---- DETENTION POND SEE SHEET SD-1 � r O oasr, — _ COVER �,S'TRET 0.60% `� O I 0 C N INSTALL ❑ DETENTION POND , p� SEE SHEET SD-1 I 0 - - � g o 1 ` N Z L'i v) o I Q N 1 W I =f I < w 0 z a cn 9 m � 2 - V) o LEGEND I I I D 4 78G EXISTING CONTOURS LJ L m a7ao� PROPOSED CONTOURS -_-1 SCALE 0.50% PROPOSED FLOW DIRECTION & GRADE V) HORIZ: 1" = 50' Q a VERT: 1" = 5' EXISTING STORM SEWER INLET w 11x17 HORIZ: 1" = 100' EXISTING STORM DRAIN & MANHOLEm i 11x17 VERT: 1" = 10' Q PROPOSED STORM DRAIN & MANHOLE PRQIECT No. N 3384.012 OD o � PROPOSED DETENTION POND RECORD DRAWING SHEET NUMBER w n DRAWING NUMBER n x D-4 0 1 P_DESTFtIkN RAMPS (6" THICK CONCRETE) 60.00' ROW - O.B. D. DWG. NO. 02529-8 SHALL BEE 'W m PROVIDE[ AT ALL SIDEWALK/CURB _� I TERFA S (TYPICAL). uom �c EE DETAIL - - ---- - 13.50' of 13.50' 33.00' TBC TO TBC > >>rc z Lam] C - / / - - 1.00' 2.00' 2.00' 1.00' \ EROAD 7.50' 5.00' 5.00'WA 7.50' 14.50' 14.50' BLVD SIDEWALK 'L SIDEWALK BLVD o s, 2.00% i e 2.00% 2.00R 3.00% 3.00% 2.00R =TV _9 00000000o e0oo I"II 1-1111 -III III- TYPICAL 3 - � 4" THICK Y _.. - 3"-1" WASHED ROCK H 1 TYPICAL STANDARD CURB 3"ASPHALT PAVEMENT -' TYPICAL 6" 1j" MINUS CRUSHED 11.00' GRAVEL BASECOURSE '^ Ip �_ o MIN. 15" UNCRUSHED o 50' SUB-BASE COURSE 5. /\ COMPACTED SUBGRADE $ 8 WATER R MAIN \ 11.00'�g" SEWER MAIN I _ NOTE: WATER AND SEWER LOCATIONS ARE SHOWN AS STANDARD FOR - B A PHASE 2. PLEASE SEE WATER AND SEWER PLANS FOR DIFFERING LOCATIONS. + TYPICAL CURB BULB INTERSECTK�V PLAN H SECTION A-A A w�p z iz _ - 60.00' ROW z - TBC ASPHALT EDGE VALLEY GUTTER EGDE !ag VALLEY GUTTER 'D 19 00' 22.00' TBC TO TBC 19.00, 7-1 g FLOWLINE FLOWLINE 2.00' -1.00' 8 A3: 8" L CROSS 1.00' L ROAD 2.00 13.00' 5.00'5.00' i 3.00' 9.00' 9.00'SIDEWALK BLVDBLVD SIDEWALKWV 5.50' 5.50' e I 8 8" WATER " WATER -- - 2.00R 2.00R 3.00R 3.00R 2.00R 2.00R �� S) 9 0 0 I"1 I-III ❑ PI VALLEY GUTTER > 4" THICK EGDE - 8" WV 4-1" WASHED ROCK Ei FL x MJ TYPICAL TSYTA RD CURB 3" ASPHALT PAVEMENTPICAL (1YP-) 6" 1j" MINUS CRUSHED5.50' GRAVEL BASECOURSEMIN. 15" UNCRUSHED`m 5.50' S.50' SUB-BASE COURSE z WATER MAIN VALVE BOX TYPICAL LOCATION WIRESPECT TO CURB BULB+VALLEY GUTTER COMPACTED SUBGRADE 8" WATER MAIN Q - 11.00' 8" SEWER MAIN Z SCALE: 1":1' a GREEN STEEL POST LINE ORn AT END OF SERVICE NOTE: WATER AND SEWER LOCATIONS ARE SHOWN AS STANDARD FOR N Z LINE OR EASEMENT PHASE 2. PLEASE SEE WATER AND SEWER PLANS FOR DIFFERING LOCATIONS. g 5 1/2'BOULEVARD LINE (TYP 4' SECTION B-B a STREET SURFACE 5'SIDEWALK GROUND SURFACE SECTION NOTES: ) CL I N 1. FOR ALL ROAD AND ALLEY CONSTRUCTION Z J 2.5' OVERBURDEN MATERIALS SHALL BE REMOVED O 1'�I COMPACTED BACKFILL TO NATIVE GRAVEL MATERIAL. PIT RUN THICKNESS I I o � (TIP.) (SEE SPECS.) _ + SHALL BE FROM EXISTING GRAVEL MATERIAL TO I 2 TYP. PIGMENTED CONCRETE-COLOR (n p N - 3.0'-4.0' TOP OF SUB-BASE GRAVEL. THE MINIMUM PIT 2' TYP. TO BE SELECTED BY OWNER (iw.) (TnICAL EXCEPT IN SPECIAL RUN THICKNESS SHALL BE 15 INCHES. THIS 7" THICK CONCRETE to CIRCUMSTANCES WHERE cm HAS REQUIREMENT DOES NOT APPLY TO THE SEWER APPROVED ALTERNATE LOCATIONS) O ACCESS ROAD. CI] PLUG J w 2. ALL GRAVEL BASE COURSES SHALL BE � Z (� a COMPACTED TO 95% OF THE MAXIMUM DRY J J a 2"X 2" DENSITY AS DETERMINED BY AASHTO T99. F__WOO w ANGLED FITTING(S) AS NECESSARY TO .�MARK 5ER 3. ALL ASPHALT COURSES SHALL BE COMPACTED TYP (n U NINSTALL PIPE CLOSE TO VERTICAL TO 97% MARSHALL. 5' TYP ?� 4. FULL DEPTH BASE SECTION SHALL BE EXTENDED -� m UNDER PEDESTRIAN RAMPS LOCATED IN CURB BULBS. w J BOULEVARD SIDEWALK J 45' ELBOW PEDESTRIAN RAMP (6" THICK CONCRETE) Q Z N ANGLE ECESSARLY C.O.B. STD. DWG. NO. 02529-8 PEDESTRIAN RAMP (6" THICK CONCRETE) w / SERVICE LANE.SLOPE- 1/A" NOTE: WHERE VALVE BOXES ARE LOCATED IN '� PER FOOT MIN., O PER FOOT CONCRETE A PLASTIC SLEEVE SHALL BE C.O.B. STD. DWG. N0. 02529-8 O z PROVIDED AROUND THE VALVE BOX THROUGH CIO MAx. d -- IN LINE WE Ertrwc FOR THE CONCRETE TO ALLOW FOR MOVEMENT OF REINFORCED WITH p4 2'X 2' CROSSCUT BORDER / NEW INSTALLATIONS. THE CONCRETE PAD. WATER VALVE BOXES 7" THICK CONCRETE SEWER BARS ON 2' . 2' GRID PROJECT N0. p SADOLE FITTINGS ALLOWED SHALL BE ADJUSTED TO MATCH THE CONCRETE a MAIN FOR EXISTING INSTALLATIONS SURFACE AS SHOWN ON C.O.B. STD. DWG. PLACED O 3.5' DEEP. 33B4.ot2 ONLY UPON APPROVAL OF NO. 02213-2. SHEET NUMBER N CITY OF BOZEMAN SEWER O DEPARTMENT. < SERVICE INVERT NO DRAWING NUMBEI a0 LOWER THAN SPRING LINE OF SEWER MAIN WVF F T,I',C' (DECORATNE CROSSWALK DETAIL D-5 �LMODIFIED SANITARY SEWER SERVICE w2p m0 20.00' ROW 30.00' ROW w i 30.00' UTILITY EASEMENT F,�io 16.00' 18.00' r z o ALLEY ALLEY SECTION NOTES: aww 9.00' 12.00' 9.00,— ALLEY 7.00' 7.00' 9.00' 9.00' 1. FOR ALL ROAD AND ALLEY CONSTRUCTION 1.00' DRIVE OVERBURDEN MATERIALS SHALL BE REMOVED 8.00 8.00' 15.00' 15.00' TO NATIVE GRAVEL MATERIAL. PIT RUN THICKNESS SHALL BE FROM EXISTING GRAVEL MATERIAL TO 2:1 MAX 1 3.00% 3.00% 2:1 MAX 1.00'' -1.00' 6.00' 6.00' TOP OF SUB-BASE GRAVEL. THE MINIMUM PIT � 2:1 MAX o°o 0 0 0 0 0 °°° 2:1 MAX SLOPE TO MATCH RUN THICKNESS SHALL BE 15 INCHES. THIS i¢ i EXISTING GROUND REQUIREMENT DOES NOT APPLY TO THE SEWER :1 MAX 3.00% 3.00% 2:1 MAX ACCESS ROAD. F 2:1 MAX ° o o ° 0 0 0 0 0°0 2:1 MAX 2. ALL GRAVEL BASE COURSES SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T99. 3" ASPHALT PAVEMENT — 3. ALL ASPHALT COURSES SHALL BE COMPACTED 6" 1j" MINUS CRUSHED TO 97% MARSHALL AS DETERMINED BY AASHTO T99. GRAVEL BASECOURSE 3" ASPHALT PAVEMENT MIN. 12" UNCRUSHED 6" 11" MINUS CRUSHED SUB-BASE COURSE SEWER MAIN MIN. 15" UNCRUSHED GRAVEL BASECOURSE LOCATION SUB-BASE COURSE VARIES, COMPACTED SUBGRADE MIN. 15" UNCRUSHED SEE PLANS z SUB-BASE COURSE o 14' ALLEY DETAIL COMPACTED SUBGRADE ALLEY 5 & ALLEY 6 _2 16'ALLEY EY DETAIL r1 SEWER MAINTENANCE_ 1 ALLEY 7 ACCESS DRIVE RECORD DRAWING 1 0 MONROE STREET ROADWAY COORDINATE TABLE w STATION NORTHING FASTING DESCRIPTION wzw z t` 0+00 162.31 1875.63 CL HANLEY W` � i } 4+98 161.14 2373.63 PVI / STA. 8+02.54 .W.1 7+10 160.65 2585.63 CL KIMBALL INSTALL 1" WATER SERVICE PER C.O.B. STANDARD 10+87.42 159.77 2963.05 APPROX CL FERGUSON DRAWING N0. 02719-1 E HIGHLI HTE AR A SHOWS LIMITS W 8 OF DIST R CE 0 E SITI G R.O.W I� RESTORE EXITING RO WAY CURB & INSTALL 1" WATER SERVICE r---� GUTTER, AN SI EWAI,K. SEE D AIL BELOW PER C.O.B. STANDARD w DRAWING N0. 02719-1 i CARSONITE DELINEATOR 10.00' 10.00' STOP/STREET SIGN all, EXST. 8" WATER MAIN CD + I 0 00 + I +� MONROE STREETO O ST)P/STREET SIGN 3' Z — Q N � ' \4.5 �MONROE STREET WATER SERVICE DETAIL 5 ` / POINT OF TANGENCY OF Q THE CURB RETURN = CUT NEAT LINE 4.0' MINIMUM WIDTH EXISTING PAVEMENT 0 ,.,.. 0 a r - N cn CARSONITE DELINEATOR O O \ p 3" MIN. ASPHALT OR MATCH Q Z EXISTING IF DEPTH GREATER 0 1 J p THAN 3", 97% MARSHALL m r 12' 6" CRUSHED BASE, t 97% AASHTO T-99 (n 15" MIN. OF 6" MINUS PIT I- _ RUN OR MATCH EXISTING IF (n J a LL) DEPTH GREATER THAN 15" Lv 97% AASHTO T-99 ml Q SELECT TYPE 1 PIPE TYPE A TRENCH BACKFILL, Q BEDDING PLACE IN 6" J Q 95% AASHTO T-99 LLJ MAX. LAYERS AND J COMPACTED AS SPECIFIED 6' IN SECTION 02221, SAME 1" TAP > Q v=i ALONG SERVICE LINE w E. 8" WATER MAIN N TYPE 1 PIPE BEDDING O PLACE IN 6" MAX. TYPE 2 PIPE BEDDING m 4 STONSTREET SK;�V +DELINEATOR DETAL +STOP/STRUT SK I DETAL +STOPISTREET SIGN DETAIL LAYERS AND COMPACTED WHERE REQUIRED FOR Q THOROUGHLY, SAME Tin SOFT OR UNSTABLE PROJECT NI a (TYPICAL-CURB BULB (TYPICAL-TRAFFIC CIRCLE (CASCADE/FERGUSON ALONG SERVICE LINE FOUNDATION a INTERSECTIONS) INTERSECTIONS) INTERSECTION) O 53;4.012 NOTE: MINIMUM 6.5' SHEET NUM; RWATTER USERDVICO TOP n OF ISIM: IF SIGNPOST LIES OVER TOP DRAWMG NUM OF A UTILITY CONDUIT, MOVE SIGNPOST � TO EITHER SIDE OF THE CONDUIT. ASPHALT L�IALT RESTORATION 7 ION DETAIL D-E mom O> � i70o V aQN2 Z Q U� N8. C STA . E SECTIO 19.5'LT INSTALL 444 WOODEN POST W/(4)OMI-1 SIGNS w TRAFFIC CIRCLE DIRECTIONAL ATTACHED,EACH FACING ONE OF THE FOUR F ARROW,SEE SECTION MANUAL I APPROACHING ROADWAYS. BOTTOM OF LOWEST IF IN PROJECT MANUAL I IXI� SIGN TO BE 4.0'ABOVE STREET PAVEMENT. 1 1 + 00 NOTE: SET POST AS NEAR TO THE CENTER OF THE a3 3N I 1 CIRCLE AS POSSIBLE,WHILE AVOIDING THE SEWER MANHOLE, LOT 2 6 SEE SHEEP S-4 2 a "NO PARKING HERE TO CORNER" INSTALL 4�4 WOODEN POST W/(4)OM7-1 SIGNS _ W SIGN 20'BEYOND DECORATIVE ATTACHED,EACH FACING ONE OF THE FOUR 'Q CROSSWALK (A.B APPROACHING ROADWAYS. BOTTOM OF LOWEST STA. 25+63.78 19.5'LT TRAFFIC CIRCLE DIRECTIONAL V )) SIGN TO BE 4.0'ABOVE STREET PAVEMENT, ARROW,SEE SECTION 00910 --Ius IN PROJECT MANUAL YELLOW CARSONITE DELINEATOR - II - STA. 13+89.38 TIONAT / YELLOW CARSONITE DELINEATOR r'7j11t1y11`i`\ TRAFFIC CIRCLE SECTION 00NAL ARROW,SEE SECTION MANUAL I YELLOW CARSONITE DELINEATOR IN PROJECT MANUAL YELLOW CARSONITE DELINEATOR SIDEWALK -- -_. SIDEWALK -- � CASCADE STREETI N IW I NO PARKING HERE TO CORNER" O I --- - -- + CASCADE O SIGN 20'BEYOND DECORATIVE "NO PARKING HERE TO CORNER" 1 I STREET __ CROSSWALK(A.B.) O SIGN 20' BEYOND DECORATIVE O Q "NO PARKING HERE TO CORNER" O - -- CROSSWALK(A.B.) O SIGN 20'BEYOND DECORATIVE _--_ CROSSWALK(A.B.) O __ SIDEWALK N N O O O STREET SIGN PPO6 SEE DETAIL w -S wu"iya N_ - BIOEWALK - _._ YELLOW CARSONITE DELINEATOR YELLOW CARSON17E DELINEATOR TRAFFIC CIRCLE DIRECTIONAL ARROW,SEE SECTION 00910 I I U . IN PROJECT MANUAL �\ -- I 6 STREET SIGN YELLOW CARSONITE DELINEATOR w c SEE DETAIL A Y N �1 �7 YELLOW CARSONITE DELINEATOR 1 NO PARKING HERE TO CORNER" STA, 10+37.68 19.5'RT LOT SIGN 20' BEYOND DECORATIVE TRAFFIC CIRCLE DIRECTIONAL CROSSWALK (A.B.) 4 j ARROW,SEE SECTION 00910 SCALE m Z IN PROJECT MANUAL f NO PARKING HERE TO CORNER" �LJ SICK 20' BEYOND DECORATIVE ` 1 X 1 7: 1„ = 40' CROSSWALK(A-B.) STA. 9i 07.23 19.5'RT TRAFFIC CIRCLE DIRECTIONAL ARROW,SEE SECTION 00910 IN PROJECT MANUAL 2 CASCADE � � STREET KIMBALL AVENUE m mo 9 �- 00 R-4 o 0; R-7 CASCADE STREET/CLIFDEN DRIVE p a s R-3 N Z O LJ N a J = Z J CL Q I J z a � w < z CD 0 N m w J n (n cy i U m (n U >W w j > Q W � ~ N L1J J z J Q Q a w o N V O Q CO 10, PROJECT N0. RECORD 33 j SHEET NUMBER 2 - DRAWING-- - DRAWINGG NU NUMBER D-7