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HomeMy WebLinkAboutLegends at Bridger Creek 30 -- mo i AS-BUILT a 'w=; p °�E`T 'L°CAT'O","•' _ CONSTRUCTION IMPROVEMENTS =_o � 5_ DRAWING ` CU F, ov _ aaW= > =8 oo mv }, LEGENDS AT BRIDGER CREEK a33N,rrrr ' j. .: •�,,: ``�\ � � •.•' .�.�. CITY OF BOZEMAN A TRACT OF LAND BEING TRACT 7A OF THE CERTIFICATE OF SURVEY#2408 LOCATED IN THE NW% r Kxo N a's • W~i' SW%4 SECTION 32,T1 S,R6E,P.M.M.GALLATIN COUNTY MONTANA. h W= p 2" I rzf— Jf{yam - � ■ I �' ek Lf r SCALE DEVELOPER HORIZ: 1" = 60' +' r ,..,•, �*' ■ i -FI s Brownstone Copital. Inc 2N N. RYMAN. FLOOR MIS F MISSOULA,MT 5980202 0 VICINITY MAP NORTH NO SCALE f d �Q 12 ig BOYLAN ROAD wN � S88'15'S1"E 1312.63' O[7] yy INDEX TO SHEETS `■ �`— -- GENERAL SHEETS I-1 COVER SHEET O C O LOT LOI 10 O O O p I-2 STANDARD ABBREVIATIONS AND NOTES r1 J J 0 J 0 J ro ROAD PLAN AND PROFILE SHEETS - -_ - ` OPEN SPACE I \---_ C - R-1 STORY MILL ROAD R-2 BOYLAN ROAD - -- -- IIIIIIIIIIN R-3 PINNACLE STAR STREET 77r -R-4 WEEPING ROCK LANE & MAIDEN STAR LANE NNACLE STAR STREET R-5 SPIRIT CROSSING LANE _ __ �� - N R-6 ALLEYS - BLK-3,4,5 ci WATER PLAN AND PROFILE SHEETS rc w LOT 1 LOT 1 ;LOT18 m W-1 BOYLAN ROAD W DELINEATED WETLANDS W-2 PINNACLE STAR STREET LUI I �'•� W-3 WEEPING ROCK LANE & MAIDEN STAR LANE I.OT 7 Q W-4 SPIRIT CROSSING LANE - �i Z LOT W LOT 2 LOT 17 Q �? 1111 I I UT_' SEWER PLAN AND PROFILE SHEETS Z O S-1 BOYLAN ROAD LOT 3 LOT 16 Q V LO'f 3 \ Y f S-2 PINNACLE STAR STREET of LO'I T CO LOT 2 L'i S-3 WEEPING ROCK LANE & MAIDEN STAR LANE SPIRIT CROSSING LANE '� Lj STORM DRAINAGE PLAN o LOT 4 r� LOT 15 1 111 r = I In 1 O N ALLEY 3 ff11�� S0-1 STORM DRAINAGE DETAILS LOTS ^�I LOT O Lcn a � d SD-2 SITE GRADING I � 14 Q� ro o CD DETAIL SHEETS C' 101 T LOT 5 � I,OI 6 (� LOT 13 a � � D-1 PROJECT DETAILS 'J lul s 1,01 7 w LOT 7 N ~' LOT 6 m _ ,o LOT LOT 6 C' LOT 13 �,�" L07 S Q Ln Of o LOT 8 w LOT 4 Vl O n LO.I.7 I OT 11 - - 0 U LOT �_- - BOYLAN ROAD w a LOT x O.S.3 J w LOT 10 w o �- a _ ---�� ---- 101 1 [,(A^ LOT 3 m - -- LO.I , I.6f LOT 4 LOTS LOT 6 LOT 7 N BOYLAN ROAD LOII g O.S.4 U AS-BUILT PROJECT N0 N O 4 N88'15'51"W 1314.68' SHEET NUMBER DRAWINGBPCCHMNW CORNER OF j TRACT 7B, COS 2408 DRAWING NUMBER ELEV=4713.61 C.O.B. DATU I- 1 moo ABBREVIATIONS p=z L 04 z10 AS ANCHOR BOLT TOPOGRAPHIC LEGEND GENERAL NOTES W�'o ou ou =w� FB FLAT BAR, FACE BRICK PL PLATE PROPERTY LINE ABDN ABANDON ,FC FLEXIBLE COUPLING PLYWD PLYWOOD ABV ABOVE BOUNDARY AND/OR PROPERTY LINE Fp AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FCA FLANGE COUPLING ADAPTER PMP PLANT MONITORING PANEL All construction work on this project shall be completed in accordance with Montana Public Works Standard FD S FLOOR DRAIN PNL PANEL Specifications, Fifth Edition, March 3003 and City of Bozeman Modifications to the Montana Public Works Standard ADDL ADDITIONAL FEN FOUNDATION PRCST PRECAST -x-x FENCE LINE Specifications Fifth Edition, March 2004. ADJ ADJACENT, ADJUST FES FLARED END SECTION PREFAB PREFABRICATED ADPTR ADAPTER FET FLARED END TERMINAL PRELIM PRELIMINARY EASEMENT LINE 2. Water Main Pipe Material shall be as specified on the plans. All Water Main shall be installed with a minimum AFF ABOVE FINISHED FLOOR cover of 6.5 feet with respect to finished grade. `a% F. EXT FIRE EXTINGUISHER PREP PREPARE, PREPARATION SECTION LINE OR DECLINE AHR ANCHOR FF FINISHED FLOOR PROP PROPERTY 3. Maintain 18" (vert.) separation between all water main and all sewer main. l� W z ALUM ALUMINUM FG FINISH GRADE PRV PRESSURE REDUCING VALVE Orr ANT ALTERNATE FHYD FIRE HYDRANT PS PRESSURE SWITCH, PIPE SUPPORT CENTERLINE(?) 4. The Contractor shall restore all roadway surfaces to equal or better condition than existed 4`"ray ANSI AMERICAN NATIONAL STANDARDS INSTITUTE Y q prior to excavation, FL FLOOR, FLOW PT POINT, POINT OF TANGENCY as determined by Owner and the Engineer. APPROX APPROXIMATE FLEX FLEXIBLE PVC POLYVINYL CHLORIDE BT BURIED TELEPHONE APVD APPROVED FLG FLANGE PVMT PAVEMENT 5. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field ARCH ARCHITECTURE, ARCHITECTURAL FILL FLOW LINE RAD RADIUS ROAD (EDGE OF EXISTING PAVEMENT) verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The ASPH ASPHALT FIN. FINISH RC REINFORCED CONCRETE Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide AVG AVERAGE FUR FLOOR RCP REINFORCED-CONCRETE PIPE >-- --{ EXISTING CULVERT proper protection when location is known. O AT FOC FACE OF CONCRETE RD ROAD, ROOF DRAIN 6. A list of representatives to contact for information regarding facilities is as follows: BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RDCR REDUCER O FOUND MONUMENT BOX BFVLV BUTTERFLY VALVE FSTL FABRICATED STEEL REBAR REINFORCEMENT BAR Montana One Coll System Dispatcher 1-800-424-5555 _ BETW BETWEEN FT FOOT, FEET REF REFERENCE 0 HORIZONTAL/VERTICAL CONTROL POINT Montana Power Co. Matt Micklwright 582-4671 0 BF BOTTOM FACE FTG FOOTING, FITTING REINF REINFORCE Bresnan Communications Scott Rise 586-1837 a BLDG BUILDING F TO F FACE TO FACE RELOC RELOCATE,RELOCATION CONTROL POINT Qwest Dwane Ormsby 585-2354 BLK BLOCK GA GAGE, GAUGE READ REQUIRED 7. The contractor shall adjust all valve boxes, curb boxes, and manholes to final p p BLW BELOW GAL GALLON RST REINFORCING STEEL + COORDINATE POINT N grade upon completion of all BM BEAM, BENCHMARK construction. Any boxes or manholes damaged or otherwise disturbed b the contractor or an subcontractor shall o GALV GALVANIZED RT RIGHT BORING LOCATION AND NUMBER. SEE be repaired at the expense of the contractor. This work shall be incidental to the y SOT BOTTOM �g_1 P project, seperote payment will not g BRG BEARING GALVS GALVANIZED STEEL SR/WAN RIGHT-OF-WAY SPECS FOR BORING LOGS. be made. GND GROUND SAN SANITARY �32+00 BRKT BRACKET GRTG GRATING SURVEY HUB AND TACK WITH STATION CHIN CHANNEL SCHED SCHEDULE 8. All bockfill for utility trenches shall be Type "A", utilizing Type 1 bedding unless directed otherwise by Engineer. CHK CHECK GSKT GASKET SDWK SIDEWALK Specified bedding shall be from 4" beneath the pipe to 6" above the top of pipe (see MPWSS STD 02221-1). The U.S. GOVERNMENT BOUNDARY MARKER. g price bid for Water and/or sewer main. V ; - CSP GALVANIZED STEEL PIPE SECT SECTION cost of this additional bedding shall be included in the unit Cl CAST IRON GVL GRAVEL SHT SHEET FOUND C.O.E. BRASS CAP STAMPED W/N0. / W U CIMJ CAST-IRON PIPE MECHANICAL JOINT SBM-2 BENCHMARK LOCATION AND NUMBER OR 9. All volves shall be installed with thrust blocking, and valve boxes in accordance with MPWSS and C.O.B. GWB GYPSUM WALLBOARD SIM SIMILAR CIP CAST-IRON PIPE FLANGED JOINT EASEMENT CORNER REBAR modifications. An g supply p y S'e CIPC CAST-IN-PLACE CONCRETE HAS HEADED ANCHOR STUD SUP SLOPE y existing or new valves which control the C.O.B.'s water su I shall be operated b C.O.B. POINT OF INTERSECTION SET 5 8"x 18" personnel only. HB HOSE BIB SIP SPACE. SPACED y' CIRC CIRCULAR HD HUB DRAIN REBAR W/L.S. CAP STAMPED C-329" gg SPEC SPECIFICATIONS R CJ CONSTRUCTION JOINT, CONTROL JOINT HOW HARDWARE SPG SPACING ,P-3 PIEZOMETER LOCATION AND NUMBER 10. All fire hydrants shall be installed in accordance with C.O.B. Std Dwg No. 02718-4. U CL CENTER LINE HDR HEADER CL SPRT SUPPORT DI CEMENT LINED DUCTILE IRON 11. All fittings including bends equal to or greater than 22-1/2 degrees, tees and plugs shall be thrust blocked it it CLG CEILING HK HOOK SQ SQUARE X 1000 EXISTING GRADE conformance with MPWSS detail 2713-1. or must have mechanically restrained joints as indicated on the plans. w Y" HM HOLLOW METAL SQ FT SQUARE FOOT CLR CLEAR, CLEARANCE HORIZ HORIZONTAL SO IN SQUARE INCH 1&1000 FINISH GRADE CMP CORRUGATED METAL PIPE 12. The Contractor is responsible for controlling dust and erosion during construction at his expense. Streets shall HP HORSEPOWER SST STAINLESS STEEL be watered to control dust when ordered by the Engineer. Erosion shall be controlled in accordance with the MPDES CMU CONCRETE MASONRY UNITS HR HOSE RACK, HOUR STA STATION 42.6 ELEVATION ORIGINAL GROUND Permit. c0 CITY OF B HT HEIGHT, HEAT TRACE SS SANITARY SEWER € & COB CITY OF OZEMAN HV HOSE VALVE STD STANDARD EDGE OF TREES, BRUSH 13. All profiles represent existing ground (dashed line) and finished asphalt (solid line) along the alignmentsCOL gg s 7:F COLUMN �'� indicated on the pions. Elevations are finished centerline asphalt elevations.HVAC HEATING, VENTILATING, AND AIR CONDITIONING STIF STIFFENER L • 1t 2^ EXISTING TREE W/APPROX. TRUNK DIAMETER - COMB COMBINATION HWY HIGHWAY �t�.7, CONIC CONCRETE OR CONCENTRIC HYD HYDRANT STE STEEL 14. All disturbed ares shall be seeded by the contractor in accordance with MPDES Permit. CONN CONNECT, CONNECTION STRUCT STRUCTURE ^� 8 ID INSIDE DIAMETER SYM SYMMETRICAL © BUSH 15. Not Used IL CONSTR CONSTRUCTION IE INVERT ELEVATION T&B TOP AND BOTTOM CONT CONTINUE, CONTINUED, CONTINUOUS NEW TREE AS SPECIFIED p y(p /power) installation with local utility IF INSIDE FACE TB THRUST BLOCK 16. The contractor shall be responsible for coordination of unlit hone CON7R CONTRACTOR IN. INCH TBC TOP BACK OF CURB companies. COORD COORDINATE INFL INFLUENT TF TOP FACE v a� SIGN, ONE POST OR TWO POST CORR CORRUGATED INSTIL INSTALL, INSTALLATION TEMP TEMPORARY, TEMPERATURE 17. The contractor shall notify One Call O 1-800-424-5555 for onsite utility location. All existing utilities shall be CP CONTROL PANEL INSTR INSTRUMENT THK THICK ® EXISTING MANHOLE marked before digging. CPLG COUPLING INSUL INSULATE THRU THROUGH 18. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall C TO C CENTER TO CENTER INT INTERIOR T.O. TOP OF ® NEW MANHOLE 9 9 o d immediately repair the damage at the contractor's expense. CTR CENTER JB JUNCTION BOX T.P. OUTSIDE TOP OF PIPE m o .. o CTSK COUNTERSINK ,1ST JOIST III, EXISTING UTILITY OR TELEPHONE POLE a z w CU CUBIC TOC TOP OF CONCRETE, TOP OF CURB pip 9 19. The pipe grades shown are calculated from actual distances, edge of manhole to edge of manhole (displayed CU FT CUBIC FEET JT JOINT TST TOP OF STEEL .�, NEW UTILITY OR TELEPHONE POLE LF-4'). The displayed pipe LF is for estimating pipe pay quantities, center of manhole to center of manhole. See CU IN CUBIC INCH L ANGLE TW TOP OF WALL measurement and payment in the specifications. LBS POUNDS TYP TYPICAL Q CULV CULVERT LF LINEAR FEET USC UNIFORM BUILDING CODE DITCH SHOWING DIRECTION OF FLOW 20. The Contractor shall notify the Water Deportment a minimum of 24 hours prior to beginning ony work. L CU YD CUBIC YARD Q LNTL LINTEL UC UNDERGROUND I D DRAIN LONG LONGITUDINAL LET ULTIMATE CREEK/RIVER W/DIRECTION OF FLOW 21. All utility conduits for irrigation, electrical, gas, phone, CATV, etc... shall be buried a minimum 33" from d PENNY NAIL SIZE CD ( ) LP LOCAL PANEL UTIL UTILITY finished grade with Type A Bockfill, utilizing Type 1 Bedding unless directed otherwise by Engineer. See North Western O DBA DEFORMED BAR ANCHOR -LR LONG RADIUS V VALVE, VOLT -1000-- NEW CONTOUR Energy, Utility Culvert Requirement Detail in the Project Manual for details. All locations ore shown approximate and Y DOE DOUBLE LT LEFT VB VALVE BOX shall be field fit as directed by Engineer. W W toE DETAIL EVIL LEVEL VERT VERTICAL 1000 E%ISTING CONTOUR 22. Maximum to elevations provided for water main construction represent the minimum top elevation at the 0f w DI DUCTILE IRON, DRAIN INLET P P F- LVR LOUVER VOL VOLUME location identified to achieve the re uired 6.5' cover based on lanned street elevations without allowances for U O DIA DIAMETER MATL MATERIAL VRFY VERIFY construction variances. It is the Contractors responsibility to sure that the required 6.5' cover over the water pipe Z DIAG DIAGONAL P y q MAX MAXIMUM VTR VENT THROUGH ROOF is achieved. DIM DIMENSION MIS MACHINE BOLT W WIDTH MATERIAL SYMBOLS LLJ DIMJ DUCTILE-IRON MECHANICAL JOINT MCC MOTOR CONTROL CENTER WD WOOD 23. All curb return rodi at intersections shall be 15' unless otherwise noted 0 Q DIR DIRECTION MCP MOTOR CONTROL PANEL W/ NTH Q N ON DOWN MECH MECHANICAL W/o WITHOUT CONCRETE 24. Contractor shall field verify line and grade existing connections Z DR DOOR MFD MANUFACTURED WE WATERLINE m O DWG DRAWING MFR MANUFACTURE, MANUFACTURER WM WIRE MESH, WATER MAINEA H- EACH MH MANHOLE WS WA TERSTOP, WATER SURFACE I- Q c EF EACH FACE, EXHAUST FAN N EL, ELEV ELEVATION MIN MINIMUM WSTL WELDED STEEL, WROUGHT STEEL GROUND SURFACE Q w MISC MISCELLANEOUS WT WEIGHT Of n ELB ELBOW MJ MECHANICAL JOINT WTR WATER (n GENERAL DESIGN DESIGNATIONS o 00 ELEC ELECTRIC, ELECTRICAL MPWSS MON TANA PUBLIC WORKS STANDARD SPECIFICATIONS WV WATER VALVE CO 75 ENCL ENCLOSE NIC NOT IN CONTRACT (SEE NOTE 4) WWE WELDED WIRE FABRIC Z ENGR ENGINEER NOTES: SECTION ON DRAWING WHERE SECTION W C I NO NUMBER WWM WELDED WIRE MESH (LETTER) OR OR DETAIL IS TAKEN:EP EDGE OF PAVEMENT NOM NOMINAL XFMR TRANSFORMER 1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. DETAIL (NUMERAL) l� C7 Q EOL EQUAL, EQUALLY DESIGNATION ��) DRAWING NUMBER L'i Q 9 NTS NOT TO SCALE YD YARD WHERE SHOWN ¢ EQL SP EQUALLY SPACED QC ON CENTER 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE %_X J Z EQUIP EQUIPMENT NOTED AS 'EXISTING" AND ARE SHOWN IN LIGHT LINE F- OD OUTSIDE DIAMETER NOTE: WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- L'J u EQUIV EQUIVALENT OF OUTSIDE FACE URES ARE SHOWN IN HEAVY LINE WEIGHTS. ON DRAWING WHERE SECTION N EW EACH WAY 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR OR DETAIL IS SHOWN: RR T S Z N OHP OVERHEAD POWER DRAWING NUMBER S -BUIL ■ F- EXC EXCAVATE OPNG OPENING USE ON DRAWINGS AND TEXT", PUBLISHED BY THE DRAWING NUMBER WHERE TAKEN EXH EXHAUST AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) (OR SAME DRAWING) DRAWING m PCdD PROCESS AND INSTRUMENTATION DIAGRAM N EXP EXPANSION OR CONTACT THE ENGINEER. DETAIL AND SECTION DESIGNATION PC POINT OF CURVE E%P JT EXPANSION JOINT PCP PLANT CONTROL PANEL 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT m EXST EXISTING PE PLAIN END ALL ABBREVIATIONS ARE USED ON THE PLANS, EXT EXTENSION, EXTERIOR GENERAL NOTES: n F FLANGE PEN PENETRATION 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS STANDARD DETAIL NUMBER XXXXX _ STANDARD DETAIL DESIGNATION RRaJEC1 No. PERP PERPENDICULAR (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON SEE DRAWING D-1 THRU D-33 365e.DG4 S FAB FABRICATE PH PIPE HANGER SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS AT END OF DRAWINGS OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS SHEET NUMBER PI PRESSURE INDICATOR, POINT OF INTERSECTION 4. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, MAY NOT BE SHOWN ON THE PLANS. STANDARD DETAIL DESIGNATION n PJF PREMOUDED JOINT FILLER FIFTH EDITION, MARCH 2O03 DRAWING NUMBER S 1-2 ;O m0 UZ Em2� S- 1 REMOVE AND RELOCATE EX T REMOVE AND RELOCATE EXST SEE FOR MAIL BOX TO A LOCATION BEHI D MAIL BOX TO A LOCATION BEHINP O� TYPICAL SECTION THE PROPOSED CUB THE PROPOSED CUT aW Wi o0 SAW CUT AND REMOVE V¢V o 3970 SF EXST ASPH EXST G& LINE VERTICAL /�AS-BUILT o 2v LOCATION UNKNOWN AS REMOVE 670 LF EXST TELEPHONE LINE DRAWING REMOVE AND RELOCATE EXST OF EXST FENCE EXST OVERHEAD POWER LINE MAIL BOX TO A LOCATION BEHIND AN DISPOSE OFF-SITE STA 8" CURB CUT STA 3+50 INSTALL STA 6+00 INSTALL THE PROPOSED CURB 8" CURB CUT Be CURB CUT Q �iF,� STORY MILL ROAD - _ •,_ --'9`—... _ 6 �w... l W 1 _ 8:1 TAPER - SAW-CUT AND TACK ` e ° mm mom 5q ' �L"'y/ z o EXST ASPH EDGE PRIOR TO PAVING 15:1 TAPER - SAW-CUT AND TACK i USE 2% CROWN ACROSS NEW PAVEMENT, : + i ' EXST ASPH EDGE PRIOR TO PAVING o 1.0' GRAVEL SHOULDER , xr�e -� ! x60 USE 2% CROWN ACROSS NEW PAVEMENT - (3" OF 1.5" MINUS CRUSHED ROCK) eo k ♦° INSTAL- 2340 SF OF 6' WI `o _ 1.0' GRAVEL SHOULDER AND 4:1 FILL SLOPES F I CO CRETE SID ALK ASP' B STA 4+0 PI STORY MI 3. OF 1.5" MINUS CRUSHED ROCK), I f IN OPE SPACE STA 0+00 PINNACLE AND 4:1 FILL SLOPES LOC ION TO B STAKED � TTF�w STA. 0+30.01 STORY MILL- THE NGINEER I THE FIE EXST DRIVEWAY APPROACH - EXST GRADE = 1.2% i STA 0+00 BOYLAN / SEE Y PICAL SE TION DET GRADE TO MATCH EXST CONDITIONS AND GRADE USING 1.5" ON SH ET R-5 F R SIDEW ' CRUSHED GRAVEL BASECOURSE DETAI BW•. ' WAN N F �s6 WEEPING ROCK STREET 5� Z zr sl' STORY MILL ROAD PLAN VIEW STORY MILL ROAD '— .. SO 0 25 50 PROFILE VIEW IN FEET 1"-50'HORIZ O S Ie Y VERT OnO g Ill` In 3 o Q TRIM E%ST HEDGE BACK TO THIS Z LINE - CONTRACTOR TO PRESERVE Q 4725 V AS MUCH OF THE EXST HEDGE AS Z POSSIBLE E R n 9i en s a 45' 22.5'dj^ n $ 8 g + 1 _ u 4.720 IY O t ` < 1 1 24' I � N � � HEDGE ROW W CD O s 6 G I< N /EXST O 4715 F J - 7% 0.61% k � �m�,--ll J CURB AND i V GUTTER y INSTALL 6•-WADE o CONCRETE r 0 4710 _ - _.. _---- - - e vari -Min=t. Ma..=a. %-- 0 O W SIDEWALK/TRAII IQ —2% H t 9 Z ....... V7 L� AC LINE 4"THICK a111 4705 1BC ELEVATION N O 3'ASPHALT PAVEMENT `EXISTING GRWND e e J e-e-e,." w WASHED ROCK J Of 6" 114"-MINUS CRUSHED O CSOMPA AIED TYPICAL Y i UBGR DE GRAVEL BASECOURSE L'-I MIN. 15"UNCRUSHED SUB-BASE COURSE VERTIICAL LOCATION UNKNOWN ~ Z 4700 _ - I a W I — _ COMPACTED SUBGRADE � m 0I EXISTING GAS LINE O a VERTICAL LOCATION UNKNOWN m TYPICAL ROAD SECTION PROJECT NO. 4695 STORY MILL ROAD-(nts) 1 ' NUM S o SHEET NUMBER a n a w^ - n o R-� DRAWING NUMBER ++ R- 1 0400 1+00 2+00 5+00 - - — 4+00 -- - - — 5+00 - _ 6+00 6+67.52 STA 1+96.71 (SCS) INSTALL 64 m3o OF 12" & 18" HOPE _ N UTILITY CONDUI '� AS-B ILT J 'am-z �+ TA 7+36.79 INSTALL 64'I i n _ o r i m ^ OF ' - zm zw a z o UnLTrc CONDUIT eti DRAW p co 1 N G STA. 14+01.42 P NN C STA. 12+33.16 1LE 0+65 79 I I > STA. 6+24.34 BOYLAN ° STA. 7+70.02 BOYLAN= I m + STA 1+63.83 PIRIT CROSSING N 52 OF 6" STA. 0+00.00 ALLEY BLK 4 + I croB+ SCH 40 PVC T . 3+35.85 BOYLAN- STA 3+39.97 15.5'LT IRRIGATION CONDUIT ST 0 00.0 ALL CENTER ALLEY APPRO CH A 1 42. , TBC ELEV=4711.58 $ y SEE SHEET R-6 } INSTALL SDI#2 SEE COB r w o »as INSTALL STREET MARKER S DWG NO 02720-1A iI --� W g o g g g & STOP SIGN SEE COINV STD DWG NO 02529- INV. OUT = 4708.75 h~ gla..... o 7 Mr` U 0 0 U CLEAR EXST VEGETATION: - __ a ♦ ••-E'- ° •o v CENT R ALLEY APPROAC TO THESE LIMITS _ *�i� .' sy ? STA. 10+46.5 BOYLAN- SEE HEET R-6 TA.BARRICADE 13+27.6 STA. 0+00.00 EY BILK DEAD E K 5 COB STD. DWG. 0. 02529-1 STA. 6+27.4 15.51T�^s BOYLAN ROAD - _- - _ -- `t CENTER ALL APPROACH '+ tOAD g - - SEE SHEET -6 SIA. 13+27.6 INSTALL ASPH. & _ Sf.� .5 BOYLAN- STA 1+30.34 S S INSTALL 64' THI KENED ENO - x STA 0+00 DEN STAR OF 12 & 18( PE SEE DETAIL INSTALL PEDESTRIAN \ UTILITY CONDUIT RAMPS SEE COB STD x + 1 III DWG NO 02529-8 - STA 0F H 6'" SC 1 INSTALL 68' � " 40 PVC ' ® # SCH IRRIGATION CONDUIT g STA. 1+97.06 BOYLAN- BOYLAN ROAD STA. 0+97.11 STA 0+31.15 WEEPING ROCK LSTA 4+00, TBC ELE-4713.96 PLAN VIEW BEGIN TRANSITION TO INSTALL SDI 3 SEE COB INSTALL PEDESTRIAN z MATCH STORY MILL ROAD STA 0+05.42 (WRS) INSTALL 68' CROSSING SIGNS (W11-2) OF 6" SCH 40 PVC STD DWG NO 02720-IA50 wNNi = W/DIAGNOL DOWNWARD STA 1+42.74. TBC ELEV=4711.58 IRRIGATION CONDUIT INV. OUT - 4711.76 0 25 50 a POINTING ARROWS INSTALL SDI/1 SEE COB 5tl PLAQUES (W16-7P) STD DWG NO 02720-1A STA. 1+4 STA 3+12 16.5' RT IN FEET) INV. OUT = 4709.25 INSTALL 30 LF OF 12' RCP, SEE QFOR CURB CHASE DETAILS SLOPE = 1.0% P'17 INSTALL NO PARKING PVI STA = 12+75 �_C/)� SIGN HERE TO THE PVI = 4722.80 A.D. CORNER A.D. = ,26 _ W11-2 W16-7P K = 50.26 &S 30"x30' 24•x12• BOYLAN ROAD -50' VC- € PROFILE VIEW LOW POINT ELEV = 4711.66 1^=50'HORIZ 47_ LQW POINT 57,�. +42.74 -- -- - I•=5'vERT - - - - + c�- ± Y-- _ 14730 I STA = 1+ 5.16 ELEV- 4711,09 N a 1:i TA.D. 4. 1 ; r:i Y U G K �, 37.3 m 725 _ I 4725 150 VC E(ST GROt IND % a 4720 o w a j FINI H ASPH G E 4720 J J J z W � y Q g _I f- 4715 N _ Ci j �4715 E - UTILITY N CONDUITS 4710 - - 4710 o I IRRIGATION V I j CONDUIT L� 1 iRRIG ITION o _ CON UIT i p 4705 - •4705 Op Z i Q J v° 4700 EXST GAS & TELEP ONE LINE m } i VERTICAL LOCATION UNKNOWN 4700 Q W 4695 W 4695 J m ' W m U� V = Z N Z W Q 4690 o t 14690 w m j oo O aW rZ-i 1'I PROJECT NO. N 4685 ! 4685 3658.004 o - O SHEET NUMBER r0 O r0 a a O a U`n�] O♦nn� nNn�pn hn0n� hnn p0 t` N M m � NnN� Nn^ Nn-N� n♦h� Oni�� On� nO^,ONNn nN n DNDOUnNI rNG�n� MNNONNn OhN nMN Ohn ONN? R_2 N H 0ci Op n DRAWING N UMBERO N �,F aw a,r e,r as aY a� �,r a� as as a,r �,r a� a,I j <� as aY a� �,r as as as ♦� c,+ ♦� a� a R_2 11 0+00 1+00 2+00 3+0( 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 PINNACLE STAR STREET i`' 0100 l AS-BUILT _ �W VQ PLAN VIEW +�+ STA 7+24.23 DRAWING = +� ' INSTALL 64' OF ` K�io z 50 o zs so UTILTIY CONDUIT �{- �_ 00 �a IN FEET) * ' INSTAL 1542 LF OF 6' WIDE - I S n g � INSTALL PEDESTRIAN :Wg TRAIL LOCATION 70 BE STAK $ - $ RAMPS SEE COB STD ' BY EN EER. SEE DETAIL/� DWG NO 02529-8 ,. ` `�' N \t ' STA. 4+ .5 STA 4+85.7 16.5' RT \ `- INST LL DBL GU R SEE Di FO CURB CHASE D sow STD. DW N0. 02529 1 y4 yy''\\ r w mo Zs ' A 1+64 INSTALL 64' 'STA. PIN CLE= �/ _ _ STA. 7+56.58 PIN ACLE= STA. 2 9 W BE IN ROCK T. x r OF 12"h18" HOPE ' STA. ALLEY K 3 TO MATH WEEPIN ROCK ST. a �" \ STA 4+85.31 SPIR CROSSING STA. 13 04.5 BEGIN TRANSITION A'x � � p♦ "awe..... UTILTIY CONDUIy STA 2+ 5.5 $ 0 MATCH BOYLAN ROAD t T ELEV=471 48 i'� STA. 6+12.53 PINNAC . 46. p INSTALL SDI(p6 C SEE B STA 3+ 20 ALLEY Br p p \�4 TD DW NO 02720- $ STA. 6+12.53 15.5' RT. A_73+37j 1 0 A 98 EV= 712.72 INV. T = 4711.2 ENTER ALLEY APPROAC \ \N IN SDI$5 S COB / r^ `\ TD WG NO 027 0-lA . SEE SHEET R-6 r" STA +68.42 INSTALL 64' U, � OUT = 47 0.38 0+98. 6 N Z ALL 30 F OF $ A. 5+65.51 BEGIN T \ OF 12"&18" HDPE L \ , RCP, _ UTILTIY CONDUIT 4y o N i \\ S 0 E e 1. \ T MATCH MAIDEN ST. Jll T 1 ST ROAD STA. 4+69 P LE= �� STA. 3+33 15.5' R STA 3 6 MAIDEN STA N / CENTER ALLEY APPR C / STA. 2+1 SEE SHEET R-6 5 \ i INSTALL STREET MARKER INSTALL D G R COB�`�STOP SIGN SEE CO STD. DWG. 0. 5 do - A STD DWG NO 02529- CLEAR VEGETATION M Y NS TA. 1+9 NACLE= Nn i i ; o / TA. 14+01.42 PIN THESE LIMITS A .61 WEEPING RO '� INSTALL STRE MARKER �� N \N i k STOP SIGN EE COB A. 12+33.16 BOY N STD DWG NO 2529-8 � \ TA 'Q+8 STALL PARKING a` \> \ / '� HIGH POINT LEV= 4724.37 z r S PIARKI G IGN nEREr HIGH POINT TA = 11+65.67 STA 0+98.96, TBC ELEV=4712.72 C \ / PVI STA = 11+82 INSTALL SDI#4 SEE COB R7-3o PVI ELEV= 4724.80 m STD DWG NO 02720-1A INSTALL PEDESTRIAN STA 0+60 INV. IN = 4710.08 PVI STA = 8+29 A.D. _ -2.39 RAMPS-SEE COB STD PINNACLE STAR STREET PVI ELEV= 4721.50 K = 62.76 DWG NO 02529-8 INSTALL PVC OF 6" INV. OUT = 4709.88 scH 40 PVC CONDUIT PROFILE VIEW A.D. _ -0.46 150' VC O d a INSTALL PEDESTRIAN ^S CONDUIT CROSSING SIGNS (W11-2) 1"-50'H0R12 K = 108.63 W/DIAGNOL DOWNWARD 1"=5'VERT 50' Vc o m � -¢ POINTING ARROWS LOW POINT ELEV= 4712.80 o < n n +f + 8 4730 LOW POINT STA = 0+98.96 PLAQUES (W76-7P) W11-2 W16-71P + n + na + nd 8 30"x30" 24"x12" n � - Pm STA +_X70 'n �- n -- - - -._ ^ - II II II II 4730 PM ELEV- 4712.44 voin gym^ c� mcwi N A.D. 3.10 dm ��� m n a I m > K = 35.46 a �a+�a cNi w rn U FINISH ASPH GRADE m w N 4725 „o n ,on^o II II Ile<p II m > w w a a 11 VC rn ' a >n u > -- - - - -- - - 4725 I a o v w e II N dN O F JN EXST GROU D q OWE o n II II II II U II II II II a wS5 . cv ''2 a s rn a > > a Sa > 4720 -- - + 'o J o ak N a �- a w >a 0.0- - ; d rn o-0 2 Y'- h 4720 y! m n m a In 5 cn N S 7[ I - Y oJa Sa a aILs u _ - { as Q > � � �, UTI Itt z Z N Z W - CONDUITS Q 4715 �-^- UTILITY _ -- --- _ _.0 _ - 4715 0 ry 4710 `� � I i -- � • �i U -- -- - - 4710 I RIGATION ILITY W ,o CONDUIT -- j Lj w 00 - I 0 (if 4705 j N n 4705 m � - EXST CAS do TELEPHONE LINES I Q H ~ a `� VERTICAL LOCATION UNKNOWN4700 I w -r- 4700 o z c 0 4695 W v ' 1 a695 -J V a \ I L.J ct� 0 0 = Z J z w ~ Q 4690 _ 0.4 4690 w m0 U 33G5 IV O Z W f m No 4685 I 4685 PRaECT No 3658.004 O ir-'Ri, p p SHEET NUMBER ^.- 17^ 1;-N! N 'f0 m^ fp Om Nh mg N� Ng h� 010 rIb n� n� e7n ND mMyN .'ofh0 ~fN1M17 Y Nn bm mIC Ifp n 106 �� ��j O,0 N N NM � Y avjY17N R-3 nnn mo^ Imo^ n ;z n^ n^ ^ IZ^ n^ nN ^N NN NN NN NN NN NN NN NN N NN DRAWING NUMBER , +♦ a� ~� a,r aY a� ♦� ~� � <+ ar a'r aY �� �� a� �• a+ va aY eY �♦ �� vY x 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 121 13+00 14+00 R-3 3 mom INSTALL PEDESTRIAN AS-BUILTmi Oy. --�x-- = - RAMPS SEE COB STD K'I i o Oy DWG NO 02529-8 DRAWING awe (TYP. ALL CORNERS OF INT.) $" 1 INSTALL PEDESTRIAN T STA 4+44.61 INSTALL 64' ' on �Y I OF 12"&18" HOPE rc UTILT_ CONDUIT DWG NO 0 529-8 ( ) INST L STRE MAR ER INSTALL STREET MARKER 1 TYP. ALL ORNERS INT. STA. 87.11 BE IN TRANSITI INSTALL STREET MARKER TA. 2+ 3.60 BEG TRANSITIO & STOP SIGN SEE COB I i FROM % CROWN TO 1 5� & S P SIG SEE COB ROM 3 CROWN 0 1.SX t'S & STOP SIGN SEE COB k0 0 02529-8 INSTAL STREET KER THRO H PINNACE CROSSING 1 STD WG NO 02529 8 HROUG PINNACE CROSSING / & STO SIGN SEE COB STD DWG NO 02529-8 ` �I �0 00 r m G<,s STD D G NO 025 9-8 aao" STA 0+97. 5 BEGI STA. 1 29.03 BE ON STA. 4+76.57 BOYLAN= ZP TRA SI1 0 BOY N RD. T,y\o TRANS ION TO B LAN RD. STA 0+00 MAIDEN STAR , ` * N tD 8 W- a aNe, �- -+ftk+F - �p -ww'T pU A It_t� . \ , I I - 00 1:' STA. 0+19.14 e0*Sp'38 = +7,24 F 12&18" HD E �j14� STA. 1+97 PINNACLE= INSTALL DEL GUTTERS a S.1P<3 ss 4 ZB sA+1 COB STD. DWG. NO. 02529-1J '" o UTILT CONDUIT STA 4+77.61 WEEPING ROCK 1 a O v B STA 3+51.1 INSTALL 64' STA. 4+69 PINNACLE= p STA. 0 13.71 & +51.0 '• STA 3+84.46 MAIDEN STAR INSTALL DBL GU RS INSTALLPEDESTRIAN STA 0+38.23 INSTALL 64 I S OF 1 "&18" HOPE W COBS . DWG. 025 -1 RAMPS SEE COB TD OF 12"&18" HDP LTIY CONDUIT o STA. 1+ .O6 BOY = DWG NO 0252 -8 a `D oo r UTILITY CONDO INSTALL EDESTRIAN a ti / 1 RAMPS SE COB STDp {, g STA 0+3 .15 WEEPING ROT (TYP. COR ERS OF I T.) P IYP. ALL DCORNE OF2 INT.) 9 1 STALL A THICKEND END i u SEE DETAIL ,� WEEPING ROCK LANE MAIDEN STAR LANE w N PLAN VIEW PLAN VIEW N 50 0 25 50 50 0 25 50 (IN FEET) (IN FEET) HIGH POINT ELEV= 4715.01 g£ HIGH POINT STA = 3+26.82 g PVI STA 3+17.50 _ _ HIGH POINT ELEV= 4717.99 -� V= 4 15. T --T - - - - --- -- - -- GH POINT STA 2+69.09 A.D. -2.65 I PmSTA = 2+50 P ==56.54 i PVI ELEV 4718.60 I �, VC A.D. _ 5.83 0 Y 170 VC N N O + ~ O Q U O<D O 4720 P; N �' 4720 4725 o M 4725 M IV` L a FI ISHED GROUND CL w EX NGG DE CL ID N d tii GROL ND CILQINISHED U wL4715 W I. o. d 4715 4720 GRADE CL m m W 4720 ZO 5 .4% - 1Z - - -1.18x W- �-. :wm 4710 4710 4715 1' 4715 LJ Q 0 O - In NElf LJ Z Q w n 10\ 4705 - - ---- ---- 4705 4710 -- -- --- --- 4710 m � o rx Q Z O (� J 4700 UnuTY 4700 4705 4705 p Y CONDO (TYP.) Z v 3. UTILITY cy rri CONDUITS (TYP.', LLJ (D J z � 4700 4695 4895 4700 Y 11 a 3 � � _ � ¢ U U\ � Z 4690 EEPIN ROC LANE ,890 4695 Z W MAIDEN NE 469s PRO.ILE VIEWPROF LEIE w - N O o i o "-50'HOR1Z i W I"- 'HORIZ "=5'VBRT F= I"Y VF.RT V) PROJECT N0. U N U 1 N X? _ N W li 3658.004 O SHEET NUMBER 01 m R-4 hc4 2f7 MI n0 n� NN m0 n^ m^ OOri Imo^ 10 n DRAWING NUMBER a a w e a ♦ < a a � a 2 R-4 0+00 1+DO 2+00 3+00 4+00 O+DO 1+00 2+00 3+00 3+99.96 .300 1 l 60.00' ROW g STA 4+52.30 INSTALL 64' n N ou 1 N OF 12"k18" HOPE > m�S is INSTALL PEDESTRIAN INSTALL STREET MA RKER UTILTY CONDUIT RAMPS SEE COB STD I & STOP SIGN SEE COB l 12.5" 35' TBC TO TBC 12.5' 00 STD DWG NO 025 9-8 STA. 3+88.8 BEGIN (r P. ALL CORNERS OF INT.) I TRAJ SITION TO INSTALL STREET MARKER �a33iy'��I, ( PIN CLE CROSSING & STOP SIGN SEE COB STA. 3+19.62 SF IRIT _ oa CROSSING= A. STD DWG NO 02529-8 ROAD 1.00' Q n 3+77.27 ALLEY B 5 1 00 5.00' 6.5' 2 00 15.5' 15.5' 2.00' r J% STA. O+DO I ° BLVD SIDEWALK a - 2 INSTALL DEAD END BARRICADE - STA. 2+60.09 BEGI Sf SIDEWALK BLVD COB STD. DWG. NO. 02529-1 TRANSITION T BOYLAN R STA. 7+56.58 PINNACLE= __ew STA 4+85.31 SPIRIT CROSSING 2'�% 2.9 3.00% 3.00% 2.00% 2.00% ok m 9 TYPICAL k 8 g g 4" THICK 3"-1" WASHED ROCK STA. 0+66.85 BEGIN STA 3+19.62 15.5' RT t C,4 TYPICAL STANDARD CURB i TRANSITION TO BOYLAN RD. CENTER ALLEY APPROACH p< STA. 4+66.81 4 SEE SHEET R-6 Z a INSTALL DBL GUTTER TYPICAL '^ 0 INSTALL STREET MARKER k STOP SIGN SEE COB STA. 1+44.87 k 1+82.0 COB STD. DWG. NO. 02529-1 3" ASPHALT PAVEMENT INSTALL DBL GUTTERS 6" 1j"-MINUS CRUSHED & STD DWG NO 02529-8 1 GRAVEL BASECOURSE COB STD. DWG. NO. 025 -1 INSTALL PEDESTRIAN MIN. 15" UNCRUSHED STA. 7+70.02 BOYLAN= RAMPS SEE COB STD TYPICAL ROAD SECTION-(nts) SUB-BASE COURSE NG DWG NO 02529-8 STA 0+00 (TYf ALL CORNERS OF INT.) I COMPACTED SUBGRADE INSTALL ASPHALT g THICKEND END SEE DETAIL e j a �� SPIRIT CROSSING LANE AS-BUILTN N PLAN VIEW DRAWING 50 0 25 50 U 20' ROW Z ,Z g Y (IN FEET) Q w _•o 16' �_ 3 HIGH POINT STA = 3+75 8.0' 8.0"ALLEY �T4 o PM STA = 3+75 PVI ELEV= 4721.00 2.0' 2.0'- Q ; A.D. = -1.00 < ^ K = 50.00 50' VC 2:1 MAX 3.00% 3.00% 2:1 MAX o TiMAX � �1 MAX inn nn --- N m n +N M O N D c; a N uypp �h N� II nn ♦� II +^ 4DN �^ N'� p < f u ♦Y > "I •' ~> > 4725 3" ASPHALT PAVEMENT 4725 +a +f __ <> vi >w vl M M II II II a (n a 5 mm a 5 �"' 6" OF 1�" MINUS CRUSHED m ^ > ¢w > Sa n a IL a S 5: GRAVEL BASECOURSE ; v �w IL Inw Nw .50 0.50 MIN. 15" UNCRUSHED u s 3 4720 5 m 0. 55 '50% _ 98% 1 taN 4720 16'ALLEY DETAIL-(nts) SUB-BASE COURSE MIX _ 30� COMPACTED SUBGRADE a FlNI H H GRADE 0 a 4715 EXST GRID IND _. UTILITY 4715 Y O 0 CONDUITW E W n CJ P1 4710 4710 CUT NEAT LINE 4.0' MINIMUM WIDTH EXISTING PAVEMENT 0 W Z I Q Io UTILITY o CONDUITS (TYP.) (Y C2 4705 4705 3" MIN. ASPHALT OR MATCH Ci] z n _ EXISTING IF DEPTH GREATER N THAN 3". 97% MARSHALL In I2 6" CRUSHED BASE, Q 0 97% AASHTO T-99 0 0 4700 4700 15" MIN. OF 6" MINUS PIT c o RUN OR MATCH EXISTING IF c t a DEPTH GREATER THAN 15" W a I SELECT TYPE 1 PIPE TYPEAASTRENCH96ACKFILL, CD N 3 4695 BEDDING PLACE IN 6" 95% MSHTO T-99 J 0 4695 MAX. LAYERS AND 6• COMPACTED AS SPECIFIED W IN SECTION 02221 = Z U SPIRIT C OSSIN LAN TYPE 1 PIPE BEDDING EXST. B" WATER MAIN o J 4690 j W PRO IL 4690 PLACE IN 6" MAX. TYPE 2 PIPE BEDDING 1 LAYERS AND COMPACTED 4' WHERE REQUIRED FOR N 0 00 I-50'HORIZ THOROUGHLY. SOFT OR UNSTABLE m o i w I"Y VERT FOUNDATION ¢ F x NOTE: MINIMUM 6.5' RR-ECT ND a I i BURY REQUIRED TO TOP 3sse.ao4 N 4685 w 4685 OF WATER SERVICE O p Y SHEET NUMBER I °$ i(JN ja; R-5 N o ou;" ASPHALT RESTORATION DETAIL-(nts) DRAWING NUMBER I�� n� n� n� rN nN nN a� aY R-5 0+00 1+00 2+00 3+00 4+00 mom AS-BUILT - <m� -�— - - - -- - -- - - _ - DRAWING - �o ALLEY APPR H STA 1+14.35 SIA 2+69 35 - - 1 STA 3+44.26 ~ , ALLEY APPROACH SEE MPWSS IN,TALL 2 INSTALL 24' OF SEE MPWSS OF INST LL 24' OF STA 3 87.60 I I 12"&18" HDPE + DWG. N0. 02529-7A 'I DWG. NO. 02 9-7A 1 "&18" DPE 12" 1 C H IT INSTALL 4' OF _ UTILTIY CONDUIT UT LTIY CO DUIT UTIL Y CON IT STA 0+33.53 'I 12"&18 HDPE INSTALL 24' OF r ST 0+34.02 UTILTIY C NOUIT 12% IN ALL 24' F 12"&18" HOPE STA 3+13.19 P W o 1� UTILTIY CONDU STA 0+91.36 INSTALL 24' OF w z e 12 18' HD 1 �' 12"&18" HDPE 1 UTI TIY COND IT INSTALL 24' OF ILTIY CONDUIT - I ,I I 12&18 HOPE STA 2+60.78 - u - 1 UTILTIY CONDUIT INSTALL 24' OF I + I + I + I UTILTIYCONDUIT I r u I 2 STA +40.60 I + I + + I) 3 1 TA 0 73.10 STA 2+ 6.85 INSTALL 24' OF 7 I + I I INSTAL STALL 2 OF 25' OF 12"&1 ' HDPE I 12"&1 I" HOPE 12&18 DPE JTILTTY ONOUIT I N o ICONDUIT �TlLTIY CO DUIT I 1 1 ALLEY APPROACH STA 1+31.10 ALL EY APPRO CH SEE MPWSS STA 2+41.40 INSTALL 24' OF SEE M S INSTALL 24 OF 1 I - DWG. N0. 02529 7A 1TILTIY HOPE N DWG. 02529 7A 12"&18" HOPE I I I + UTILTIY CONDUIT 1 I UTILTIY CONDUIT - c LEY APPROACH 'x SEE MPWSS A DWG. NO. 02529-7A I 0+33 INSTALL 24' 0 g — '- 12"&18" HOPE I UTILTIY CONDUITm ALLEY BLOCK 3 ALLEY BLOCK 4 ALLEY APPROACH ALLEY BLOCK 5 PLAN VIEW SEE MPWSS . km PLAN VIEW DWG. NO. 02529-7A PLAN VIEW gg 50 0 25 50 50 0 25 50 50 0 25 50 U € R (IN FEET) (IN FEET) (IN FEET) `y 17-« � �1•— NO Y+N�1� m` 3 s� t� g 47254730 1 p a m n 4720 --+^ N - - GIVIND �� " 1 1 n _ 4725 - +a+n 47 g g + Y $ u $ o m o .� .n o n 1 - m - > Sw �n S p N n m u a m J 5� 6 OY Na S 6 r rt10 n 1 I IFII W p p n0�0 Q 1. 1 1 1 S O+i a aI rpa na Z C ' 2S T.J, A a 11 N p 5 1 1 Q E 4715 6 i - - - - 4720 4725 a p I z O p � -.s 4710 FI ISH AS�GE _ 4715 _ O 4720 — - 0 U O FINISH ASPH GRADE - cl� In w UTILf1Y EXST GROUND O O CD M CONDUITS .) 4715 FINISH ASPH GRAD N n 4705 4710 CONDUITS ( .) UTILITY EXST ND m V o CONDUITS (MP) Y Q m $ 4700 4705 4710 (n I 0 Z � 3 o U a 4695 - -- -. 4700 4705 J J < J U¢ U\W ALLEY BLOCK U z ALLEY BLOCK 4 <4sso 495 s - z 47001 D m K E W (30 I=50 H1 V co O a z= 1"=5'V T z W 1"=50'UO IZ I�W I"=50'HORIZ m F = I"=5'VE 7 a N N In N I"-5'VERT n 4685 �_ _ 4690 w z 4895 I�, —ECT N0.3658.00s 8 - — - 00 ms m� ^� an an nra ^tl v$ n n O+OD 1+00 2+00 3+00 a u j SHEET NUMBER rr R-g / + + +r aY a ♦ •i ar a +r +r rr rY r� v ^n �� 'N tV DRAWING NUMBER = a^ a^ a^ a♦ as as ♦a aY as as as ♦V - - 0+00 R_6 t+00 t+00 2+00 3+00 0+00 1+00 2+00 3+00 0 'o Fl , STA 7+71.1 1 1.0' LT SEWER LINE ROSSING STA 7+40 8.5' LT 2 INSTALL 8" W.V. IQ a STA 4+79.5 10.8' LT- lj Q - ew _ w Yw a ew i2Y'�y EWER LINE CROSSING _ w - - 8 ss -I _ I- - ow w 2 o a A + � _ - ���� STA 2 28 13.2' «a; ti SD -0 16 16.0LT K INSTALL 8" WV ! o SAW CUT & REMOVI IN ALL 0%10%8 } INSTALL( XBX6 TEE & 10 SY ASPHALT T PING TEE W/ 6" W.V. U _ lr -- - :T� O SEE DETAIL: C.( 7+60 10.1' LT FYD ASS 13' LF OF 6" DI STA 12+LL . 11.0' LT CO RACTOR'S EXPENSE / "r - / I STALL 8" CROSS INSTALL B" W. . STA 3+27 i6-+'-L4 y STA 8+00 .3' LT 1.0' LT eW $ C INSTALL 8" N.V. STA 12+44 INSTAL 8" END CAP aCl INSTAL 8" TEE w STA 5+09 1 .0' LT o w eW - -��'� - INSTALL 8" IA.V. ..! � 4 S y -x -- - --- - __ - - STA 4+68 11.0' LT o STA 1+61 11. STA 13+27 30' LT I x INSTALL COB STD. BLOWOFF (INSTALL 8X8X6 TEE & x x x u FH ASS'Y W/ 2' HYD. x x1+97.60 11.1' LT STA 4+43 11.0 LT x STA 4+48 11.0' LT E IVTION; 9'LF OF 6" DIP SEWERMff--Cf�OSSING INSTALL BX8%6 T_FE- INSTALL B" W.V. _ SEE STD DW NO 02660-7 0 FH_959^Y_W/ 4' STA 1+65 11.0' LT STA 1+90 11.0' LT `�-YPCO TENSION; 9'LF F30YLAN ROAD g IINNN INSTALL 8" W.V. INSTALL 8" 11.25' BEND OF 6" DIP ' STA 1+86 11.0 LT INSTALL 8" CROSS Ln mow w WATER SERVICES rg,;� TEE STATION OFFSET LENGTH STATION AS BUILT ELEVATION STATION AS BUILT ELEVATION zuN i 2+81.95 11.5 L 26.2 L -0+14 4707.25 7+27 4709.82 5+20.18 8.2 L 46.7 R 0+26 4706.30 7+40 4710.71 5+67.D8 5.56 L 32.5 L 0+86 4706.15 8+00 4711.31 _ 6+10.65 4.41 L 43.3 R 1+26 4704.49 8+62 4712.16 6+34'34 5.71 L 32.3 R 1+86 4703.10 9+42 4712.59 AS-BUILT Z �_ 8+34.34 5.98 L 32.1 L 2+28 4703.10 9+42 4712.91 8+37.94 3.64 L 34.3 R 2+04 4703.65 10+2 3.53 D RA W I N G 9+02.94 3.64 L 34.4 L 3+04 4703.65 10+22 4713.47 �W� m 9+17.73 3.79 L 33.2 R 3+86 4704.39 10+62 4714.25 GRAPHIC SCALE o 9+87.51 4.79 L 33.2 L 3+86 4704.39 11+02 4714.25 so p zs 5u 9+90.89 4.87 L 42.9 R 4+04 4704.33 11+22 4714.34 10+62.54 6.68 L 44.7 R 4+43 4704.65 12+03 4715.29 1 IN peer I 11+30.41 8.40 L 29.6 L 4+68 4704.28 12+44 4715.36 1 i-h- 90 It. g 11+37.49 8.58 L 44.6 R 5+09 4704.49 13+27 4717.08 < ^F 12+13.38 9.85 L 47.9 R 5+67 4707.60 12+89.61 10.62 L 48.6 R 6+07 4708.35 O $9 ! I i �t n ❑� 8 :EXST GAS & TELEPHONE',LINES BO 1v LAN ROAD VERWAL L TIty UNKNOWNw w w w w W W w w w I"=50'HOIW I"=S'VERT to p 4725 4725 "z-,..n z J,r z z z z z z z z z A rch m o:I: aWm rc �n o:f rcf o:�? ---- - - a� an an <In io �o FO 10 10 10 <^o k'o c 3� 3 Y 3 a 3 a 3 a 3 Ono �> �> �� �'� �> �> oM>, �w �w o� o J oW w- O.w o.'•' w AIL_ D_.1Ji _ 4720 u ri r r ri r r- r t r r EXIS FING0 3 FINIS ED - CRO ND CL w / _ L) z GRAD CL i c1 4 4715 j 4715 E O I!AINTAIN 18"!MIN. _ N - -- W - o ERT. SEPARATION L LJ �.35% o CC r Mi n t- IAIN18" MIN. m '� Wa4710 z4710 VERT. EPARATION i 0.6 1L b o-- b' - QQ L J o MAIJNTAIN 18 MIN. J m o f f a n 0 4705 VEI2T. S A TION - 3 o 3 J w n> N N f +m Q n _ 4705 3 m� o� + 3W mz Q o Z J ! W Vt }d +Vl m �a CC 4700 - _ ��w of z n� mz d�sa z t F o 4700 o m o m rn - rn N•%m a Q r U m m 3 J I W or)F W i r - Z n m O Ad J °q 4895 w r o w ±i ±Z m a 3 +N r u LLJ o; *z - 4695 J Nio W O N o `m; m N vri u oo N Q 5 - - 4690 w m o o i a o n U) STA 0+16 TO STA 13+ 9 0 Op a I JINS2ALL 1344 L.P. OF m S �N 'O - CL 1 D.LP. IIIIA C15 a 4685 x LZ NO. _w 4685 N W 3658.004 00 ON Mp hW m� fp h ^ff frf` N�f N�f• Nrf`�nf Nnf�nf f f moo Nf o Nf _f♦f f f _f 1ffI y�f f mf Nf,r -_d f SHEET NU MBER01 Oi 0 O On7N m f m m^ � nn t` n DRAWING NUMBERW-1 O nn fN nf h _0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 W- 1 STA 10+00 11.0' LT mjo INSTALL 8" 22.5' BEND STA 11+36 11.0' LT - /*fit STA 8+69 11.0' LT INSTALL 8" 22.5' BEND Niw� N� PINNACLE STAR STREET INSTALLS' 1t.z5 BEND oo a sw ow_ ` nWwz o O 0 25 50 STA 7+87 11.0• LT /- - 's' g y.� 3.2'LT > '"o'er 8� INSTALL 8"W.V. 9 ( ) _ - - - __ --- eW _ STA 11+67 11.0' LT IN FEET r �pao STA 7+4 11.0' LT / y - ` - INSTALL 8" W.V. IN ST 8"TEE - \ •••,33 , STA 11+65 i eW INSTALL 8X8X6 TE & e \ _ - FYD ASS'Y 17'LF OF 6" DIP k' A 4+98 11. ' LT STA 8.8' LT 13+4 W _ INSTALL NSTA 13+51111 0 BLND '1awi.........��_ G INSTALL 8• .V. \� STA 4 57 11.0' T _ g tv INSTALL 8" 25' BEND b� 1 L e" _ o STA 13+66 1.01T 7 11.0' LT H INSTALL BX8 TEE & �► INSTALL 1 -. g _ IN 8•W.V. FYD ASS'Y 9. LF OF 6" DIP C TOR'S EXP NSE + \ \ Ojp STA 2+2 11.0' 4 "� INST 8• W. - °q t^ \ STA 1+86 1.0' LT _ W G \ a \ INSTALL "TEE - " LT 4+39 11.0' LT �"` Y -/ INSTALL W.V. o INSTALL 8" W.V. -- - _ SAW CUT & REMOVE 10 SY ASPHALT SEE ETAI ems` - b, / a ip�n INSTA L80W.V. 1' LTz S, 1 e �n WATER SERVICES TEE STATION OFFSET LENGTII STATION AS BUILT ELEVATION STATION AS BUILT ELEVATION STATION AS BUILT ELEVATION STATION AS BUILT ELEVATION w8 ffiy 1+00 11.0 L 27.2 L -0+14 4707.24 4+49 4709.15 9+35 4715.92 9+35 4715.92 1+50 11'0 L 27.2 L 0+24 47D6.89 4+57 4709.20 AS-BUILT 9+75 4716.55 9+75 4716.55 2+34.3 11.0 L 27.1 L 0+64 47D6.53 4+98 4709.70 10+00 4717.15 10+00 4717.15 w 8� 2+79.3 11.0 L 27.1 L 1+04 4706.18 5+40 4711.30 DRAWING 10+68 4717.97 10+68 4717.97 ►---I - 3+19.3 11.0 L 27.1 L 1+44 4706.05 5+80 4711.20 11+08 4718.02 11+08 471 .02 O g 3+59.3 11.0 L 27.1 L 1+84 4706.25 6+20 4711.76 11+50 4717.64 11 8 +50 471 .64 //yy1 3+99.3 11.0 L 27.1 L 2+03 4705.56 6+60 4711.65 6+60 4711.65 12+00 4717.74 < 4+44.3 11.0 L 27.1 L 2+43 4705.52 7+DO 4712.36 7+00 4712.36 12+50 4717.50 $ 5+35'5 11.0 L 27.1 L 2+60 4706.03 7+45 4712.54 7+45 4712.54 13+00 4716.50 6+29.1 11.0 L 49.0 L 3+00 4706.80 7+95 4713.35 7+85 4713.35 13+66 4715.32 8 T 9+30.8 4.9 L 43.9 R 3+40 4707.35 8+16 4714.13 PINNACLE STAR STREET 8+16 4714.13 1,+86.3 1+56 .1 R 37.6 R 4+20 4708.70 8+95 4715.20 11"55'vtRi 6+56 4715.10 8+95 4715.20 .00 W W W W W W W W W W W! W w _ 4730 z0 =^ ZIp JO JO zm zN ZO Zn ZO zm J^ Jm ?0 4730 t0 10 r0 n n Or O, O O M w N 01 a� an a� a� ao ao a� a0 a0 in an a^ a'' EXISTING 3a 3♦ 3a 3a 3y 3a 3a 3a 3a 3♦ 3� 3a 3a 3a Y FINISH D GROUND CL m 1�> �> w> w> w> w> �> �> �> �W> �y>� I�> w> ww W GRADE CL 3 0 o 4725 W W OW OJ OJ J J J J J J J OJ 0W _ Q V aw w w aw _ w aw w w w a _ 4725 $ � EXST GAS & TELEPHONE LINES z 4720 VERTICAL LOCATION UNKNOWN / r z r z 4720 z w L LJ n O 0f N - 0 4715 _ - - U cr 4715 W O H Q W 3 N ` Jw V n>�3 n 4 ✓ p iv m Inri o m _ w E� W 710 4710 • Dc" + 3 ; +vl mO o.11 m op V) o o r> r o + Z c,4 ¢ Q Q s O 0= ¢F N O Ln Q + 3 N N 0 4705 OD __ J r °p¢ 4705 N AE J> J na v + 3"� Z ¢° a 3 o n pp - r p m +N + N Z U HNi w W Q vi 4700 3 ��J3 ma �a In W z z m r. 4700 J 0- n omF J az a- ¢ - -- - - J - is O V . m- +inN N N = Z V N N z ~ Q J z ±z 4695 w 4695 co ZIA - A 13fi r o m INSTALL f 420 L.F. OF 8" m _ CL 5 f D.I.P. A WA C 15 f N X - 3ssa.oa ¢ Z PROJECT No o 4690 w ___ 4690 D M O N O 1D OD p r7 O p O O r0 r7 O n r7 N dp pp rp SHEET NUMBER po ^^ M^ Om m� �O m m �N a0 mn a0, mrp Nr7 m h^ N m0 On �^ nm n^ Mi(1 �O mM ON ipp ,n a♦ _NM N_N r7 pj _MM r7 rj ,O,O r_Ob ntC nri nm m� m� O, N Mnj r'lN Nj� a� Oa vy u]a hM nrO,j NN W-2 ,p n^ R NN NN NN NN NN ^N ryN NN NN ryN NN NN nP nn n^ nn n^ n^ nn nn n^ nn nn nn f\^ 1�^ n n n n n n n n n n n n DRAWING NUMBER ♦Y Y� ya <Y a¢ <� ar <Y ay <y a� YY V� d� ad a` as IaIy +00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14, 0 L-o-; �-oo IL 7AS-BUILT - - DO FDRAWING K z1 STA 2+64.5 11.0 • ""3`Hj''p .S A 31.4 11 LT 1 1 S AS 'Y .5' 6` DI 64 2 w o S 11 LINE C SSING o ) co k o N Z? STA 4 42.61 11. 'LT -- - - _ INSTAL 8XSX6 TE h w w FYD AS W/ 2' EXTEN ON: 9. ELF F 6" DIP $ � STA 4+77.6 11.0' LT _ a SEWER LINE CROSSING 11 s w I STA 0+28.18 11.0' LT �, N ew G STA 3+5 .25 11.0' LT STA 0 $ a ` ; �\. INSTALL 8' W.V. 8" N $ $ $ U IN TALL 8" W.V. 1 ` g STA 0+ 1 11.0 L' I 4. 0 1 INSTALL " W.V. S 4+47 11.0' LT INSTALL " W.V. 4 1 �., n rc Z 50 0 25 so WATER SERVICES 0 25 50 OH li�z a TEE STATION Of_" T FN-TH STATION AS BUILT ELEVATION IN FEET W ( ) n N (IN FEEL) 1+13.1 11.0 L 27.0 L 1+01 4706.37 1+50.1 11.0 L 4%R 1+62 4707.32 1+60.1 11.0 L 27.0 L WATER SERVICES STATION AS BUILT ELEVATION 0+02 4705:62 ee 1+85.7 11.0 L 49.0 R cTAl10N OFF T FN-TH 0+68 4706.55 �� Q 2+02 4705.62 _ 2+03.1 11.0 L 27.0 L 2+42 4705.77 0+74.0 10.8 L 27.2 L 1+08 4709.01 MAIDEN STAR LANE Sy 3i WEEPING ROCK LANE, z+n.o n.o L 49.0 R 2+82 470s.79 1+19.5 10.8 L 27.2 L 1+48 4709.96 2+46.1 11.0 L 27.0 L 3+50 4705.75 1+55.1 10.9 L 27.1 L 1+88 4710.36 6 2+48.2 11.0 L 49.0 R 4+00 4705.61 1+66.2 10.9 L 48.9 R 2+28 4710.81 2+79.5 11.0 L 49.0 R 4+50 4705.44 i+86.3 10.9 L 27.1 L 2+64 4711.03 �y 2+89.1 11.0 L 27.0 R 2+17.6 10.9 L 27.1 L 2+90 4710.56 3+10.7 11.0 L 49.0 R 2+41.2 10.9 L 48.9 R 3+30 4709.96 3+32.1 11.0 L 27.0 L 2+48.8 10.9 L 27.1 L 3+50 4709.68 . 3+75.1 11.0 L 27.0 R 2+84.5 11.0 L 49.1 L & 3+75.1 11.0 L 27.0 L 3+16.3 11.0 L 49.0 R _ 3+77.6 11.0 L 49.0 R 3+29.5 11.0 L 27.0 L a �' 4+22.1 11.0 L 27.0 L 4+22.6 11.0 L 49.0 L O WEEPING ROCK LANE II=so'VERT R �- MAIDEN STAR LANE i 9.0 zo, z„1 ^ z z^ m z z N O M N m m a0 7 1"=50'HORI! 4720 o 0 0 o o k'o o 0 o f-"0 4720 1"=5'VGRT w 472511 I + - -- �- a 3a a _- _3d ;a a - ♦ ;a - 4725 WW 1a1 y� w K O 0 M O W W w W O W W O W p yq W W w a o O O FI ISHED i^ m m r r r r r r; r r 3 y a a EXISTING E CL >4715 4715 4720 o f J J C 3" 4720n_ wO O E -{ Z 4710 FlNISHED EXISTING 4710 4715 zl 4715 d G E CIL - - - - -- Y r- MAINTAIN 18" MIN. z Ir W n 1 16 o VERL SEPARATION LLJ n O MAINTAIN 18" MIN. Of w I MAINTAIN 18" MIN. - O ,o v VERT. SEPARATION U Z 0 4705 VERT. EPARATION 4705 4710 4710 Qf EC 1 0 Q W m p m Q In r J po J z 4700 J iElf 0 4700 .- - > ;p 4705 a r 4705 m w o U r0 J3 O '�iw OO p op �� o aa^ a \ ~ w o In a ,o f0 ; a Q r o �� a"_ p+ z n w n �+ 1 4695loo :Q r _ -- In . w v ^ 4695 4700,a a a a n 4700 C, --Y w + - ;Q r < ut p - - -- z 3 < Z OZ N °°0� 00 < r Z p r r7 WyJ _ r>x f.W Om p l<i fn Q Z <3 v) -ao NV1I I No3 m 0 Y N 4690 mu) --- _ - - -- 4690 4695 mow a co 4695 Uo 3 pigCkf W � a 0 a 7o Z �' In QJ = Z V) Z m S 0+00 TO STA 4+ 8.61 p Id a j 4685 I STALL 4 9 L.F. 0_ 8" 4685 a6so z w Aso ~ w m o� 1 I. AIM 151 S A 0+08.52 TO STA 3+95.48 0 3 ao Zw 0o INSTALL 387 L.F. OF 8" m a F= CL 51 DI.P. AIIIIA C151 i 4680 3 z 4680 4685 x� PROJECT ND O 4685 3658.004 cl� aa e�^a a^a a^a <^v Ma aY ans s a ^h mhn Bn ^nn SHEET NU MBER c)l lolo c� IR M M ^ 1-3 ^ n mt0 ^n DRAWING NUMBER x 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 3+99.96 W-3 Z .00 t AS—BUILT =goz o o _ a "� 55 DRAWING 1 Z DU 1 > in>>rc iao a e z 1 rye '6 3y)�,, G! V f STA 1+61.7 11.0" L STA 3+65 1 1.0'LT INSTALL 8X8X6 TEE STA 1STA 11.0' LT ` SEWER LINE CROSSI G 0 1 STA 4+85.6 11.0' LT P w f INSTALL 8" W.V. I �, h FH ASSY 9.5' LF 4 SEWER LINE CROSSING �- OF 6" DIP rr���I`"au.�...��• > ew s ow ew ew 8 S STA 0+00 11.0' LT STA 1+92.6 11.0' INSTALL B" END CAP i INSTALL 8" W.V. STA 4+55 11.0' LT o f INSTALL 8" W.V. 3f0 INSTALL COB STD BLOWOFF SEE STD DWG NO 02660-7 so o zs so (IN FEET) F r$or$ w - wN�d N SPIRIT CROSSING LANE STATION AS BUILT ELEVATION �- o+oo 4713.19 0+42 4712.60 WATER SERVICES 1+32 4711.35 TEE STATION OFFSET LENGTH 1+92 4710.70 O W a o 2+32.3 11.0 L 27 L 2+25 4711.19 3+19.4 11.0 L 27 L 2+87 4711.99 3+91.8 11'0 L 49 L 3+27 4712.59 4+10.4 11.0 L 27 L 4+00 4713.50 w r 4+95 4712.53 s n S [S-PI-RIT CROSSING LANE - =5'H RIZ 4730 I"=5'VERT 4730 cj 4725 INIS -.Q GRADE C EXIST! G GROU D CL Q Z a E 4720 i _ - 4720 AE Ld 4i n o a m N pU b 4715 4715 CJ MAINTAIN 18" MIN. Q:f o VERT.SEPARATION L+U 3 �I w 4710 _ 14710 cr_ Z - m m ra j J MAINTAIN 8' MIN. o m o ~ z v o Z F •VERT. SE TION Q N 0 4705 ^w _ - J ; `" 4705 (n O c + 3w n p + M a r Z U N F• a a Y m In , o r W o N z + ac w rn CD vi 4700 4700 w d 1n N N I J 4695 ST 0+00 TO STA 4+96.28 `O 4695 _2 5 m uo INSTALL 487 L.F. 0 8" a rlj CfL 51 D.I.P. AAIIA Cf5l co o 0 zw N 4690 w tl 4690 PROJECT N0. o a o SHEET NUMBER o3 O ai mco °6n a0^ mpi rno ND rno rno rn DRAWING NUMBER a a a a � ♦ � ♦ ♦ � 0+00 1+00 2400 3+00 4+00 W_4 mo° _. amzi LO1 3 LOTS LO'I h LOI 13 �=w� z, z_ IO 7 LOTi LOT LOT6 iwWi 80 LOT 12 LOT LO'i LUI j I, 1.0I S 7+70.02 o LOT 4 ASSMH4 _ ^,,{x 033iyi'', � LOT I m z LOT 7 a 4.353 SQFt0+ 6.2 CONNECT TOO.S. 3 «.�......... In I EX T MH - ADJUST RIM LOT 10 ;z_ �x ~ TO MATCH FIN, GRADE Z _ 11+70.38 3+27.6 4 _ _ - � SSMH 5 SSMH 6 STORM DRAIN ., LINE CROSSING ! '�-_ ery g _ c PROVID 3' STUB i call W/ END CAP EAST - _ 4476.64 LOT LOT I --- g SSMH 3 C ' 4 � 8 y; rc WATER LINE *�* 2+90.71 x CROSSING SSMH 2 1+97.06 *_*max SSMH 1 �* / arc_/x I � KrE.K °w�S BOYLAN ROAD w�Na z VI m SEWER SERVICES AS-BUILT 0 ss 50 !LE STATION OFFSET LENGTH ELEVATION I IN FEET) (� 9{ R 4+84.4 6.0 R 37.6 R 4704.4 AS-BUILT z 8+14. 3.8 R 32.4 R 4709.67 DRAWING w e 6+66.2 6.2 R 32.1 R 4708.18 8+14.9 7.0 R 34.3 R 4710.40 8+90.1 7.2 R 44.7 L 4710.87 W o 8+90.1 7.2 R 30.8 R 4710.87 9+53.3 7.1 R 45.0 L 4712.01 10+40. 6.8 R 31.2 R 4710.62 1.74 10+40.3 4.9 R 33.1 R 4711.74 10+72.6 4.1 R 42.1 L 4711.37 11+15.3 3.0 R 35.0 R 4711.20 i 11+90.8 1.4 R 36.6 R 4711.69 1 +6 .4 R 7.4 R 4714.29 ao0 ri a N n h -w O BOYLAN ROAD I W 4725 - 1"50'HORIZ rn -- -" -- I-I'VERT00 4725 0 3 IQII N N + n maJ FNIS ED EXST TELEP ONE LINES o EXISTING D C I .NNa ' 4720 0 ti m> n4 OROAO D Ct7 - - �+ N+w r a ooNK I InQ�II N y Q N u K O _ -- -- - - ~ 4715 / '� ---�- - '� 4715 � - _ - Y E o II O - y Nn L,J 153. q W N 396. C) 4710 4710 �b.631G o W CD Tr N Y I z F 3 L 4705181. z4705 � wJWz w \ 0.3 BE _ - _ 0.3357G _ _ Z" m cn Q ° M) •n i a'na N a � � Q 0 Y 4700 "�^ v�i a a~ ^ - 4700 U) on^ oa y� v� o > 1 w>w^. >> zo z W >_ o zz - _ �r� O ZO _� ?Z ♦.l m 4695 'D�c�i~ >z _. W 4695 _J m o <z S N 0+16.2 ST413+ 7. '6 W INST L 1311 L 10"SDR S PN'C _ z 9ST D-3Q34 4690 4690 Z w a - © -- -- - mo m �u N iW N 4685 x Z I I PROJECT NO. _ 3658.004 NO O Om n� n0 oDm a~ rn rOY f` ♦ m* nY a Nn N N N � `n O nI� h SHEET NUMBER N N 10 O O N O O �O NN NO alt) °iO ON �+.0 �� m0 �V) MO o� nM N f N N N N YI M m 40 10 w M) fG n a0 a0 0 T O N O N N r7 h 5-1 N N h M f ♦ h t0 �n n SOD BCD �°i NW O NO N� N� NN NN NI n n' n� n n n� n f`� r� r� n� n� n� n� n� n� n� n� n� n'" nN nN ^N nN nN nN nN DRAWING NUMBER h Y� Y� <Y <� OY Y� <� aY aY aY <� ♦Y �� � ++ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 S- 1 z ' 10+00.00 5.01T mom SSMH 12 a im?3 -"a 8+68.99 11+37.85 PINNACLE STAR STREET SSMH ,3 _ awW �o SSMH 11 SO 0 25 SO i g- >isy \ > woo �a IN FEET 1 WATER LINE CROSSING a+ss.00 - �- �. SSMH 10 r Cl, 4+ 7.99 WATER INE / $ _ - o � WATER NE CROSSI $ - 'G ��� rW i N z p� A � 1+04.00 _ $ � � ) O�b SSMH 9 r•" k: �a � � ," � / - Rp -� c 0+ 9 `Ll( OYyAN F ` LI / 5° OX b H N AIN LIN Y +97.00 l VON to O SSMH BL T Pl �5 lb i u 4 �. 10A3 owl SEWER SERS AS-BUILT /�������� r--� TEE STA VICE TION OFFSET LENGTH ELEVATION A 1+60.00 0.0 L 38.0 L 4708.26 �r ., 2+24.33 0.0 L 38.0 L 4708.34 DRAWING 2+74.33 0.0 L 38.0 L 4709.29 3+14.33 0.0 L 38.0 L 47'0.23 3+54.33 0.0 L 38.0 L 1710.48 3+58.00 0.0 L 38.0 R 4710.25 3+94.33 0.0 L 38.0 L 4711.10 �I 8 4+34.33 0.0 L 38.0 L 4711.63 I, 5+03.67 0.0 L 38.0 L 4712.57 -- 5+14.01 0.0 L 380 R 4712.72 PINNACLE STAR STREET L_ 5+97.35 0.0 L 38 L 4713.35 r' 6+38.20 0.0 L 38'0 R 4713.60 1"=5VHOR72 o N 8+02.25 0.0 L 38.0 R 4715.29 I 5'VERT n N w d 4730 8+92.14 2.7 R 35.5 R 4716.43 m �o a n p 4 10+11.47 2.4 R 36.1 R 4711.58 +w' 11+30.82 1.6 R 35.1 R 4718.42 rn a o> w rc �o6 II 0> STA 1+04 TO STA 1+50 +w - INSULATE S R MAIN oFINISHED 4725 " °n 4725 a5T GAS & TELE HONE LINES SEE DETAIL r; a AL LOCATIO UNKNOWN - _ - _ onp D"1 _ '- -- - - I z IT:4720 __ $ =a 'O 4720 Z u Y E O II rn GROUND CL V$ 0 / W 12 > + LF- -- - � Z U �o �ari o 126.2 4715 J 0 4715 rn -a ~ _ - - - g - NW - - - _ - i- � W 396.00 LF o UU w 1.051% __--,_ CD w O 1 p Q -__ _�.#y. ---__ 0 N N m Q� - 'ill n �6 1� n 4710 O ceW < 4710 w m w 0 LF �Zo > Q V7 0 4705 ^n - I - - �� _ 4705 (n a z z N V Z t V n �� = I _ W w 3 a N + W Q 4700 u w it _ _ n _ __ _.. 4700 J Z a Z z v3 _ Z 4695 Zw �a TA ^1+04T STA11+ 7.8 46s5 w s - IIAJ - - - - N AST D-3034 m a p U'W a FF RROJECT N0. U N� w 4690 w� __. _. - -- - -- _ 4690 3658.D01 O SHEET NUMBER O M O) t0 N O GO O GO i(1 m Y1 N i!] N 00 O Y t N 5_2 N DRAWING NUMBf R IN M h h f 1n m ,6 f� h 1� w l0 0, (V MI M NJ < O 4 Y) Y) M N N N N N N N N N N N N N N Y O e a Y < < "► a a ? a v a < a a a < < < a a O a a O 0+00 1+ 2+00 3+00 4+00 5+00 6+DO 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 -11 S-2 w3p m0 U_Z x w- ems \I 1 �mo�di y PROVIDE 3' STUB r-' a�rc 0Y. ON I'1C1 0 O O _ -- �� W/ END-CAP SOUTH - > @o Q h r 1' 0 1 L21 N 2+8 42 0+00 li 1+63.83 2+94.26 _,, 2f33%y� # _ W ER LINE CR SSING SSMT 14 a SSMH 15 SSMH 4 SSMH 16 r t9y INSf L 8" END AP" - _ __ G O w/ ARKER POSTa �tj - I 1> _- _ 4' _m ery - - 1 �nw- l7 B th' 0+3 .15 2+53 82 4+77.61 SSMIl 1 SSMH 7 SSMT 8 'rr 'y m ` WATER LINE CROSSING --• + 0+00 $ $ $ $ SSMH 3 i I Y 0 42.28 zo WATER LINE C OSSING 1 O -1 O O O cC O i". 1 11y111 u`11F I I $ C SEWER SERVICES AS-BUILT WEEPING ROCK LANE SEWER SERVICES AS-BUILT MAIDEN STAR LANE SPIRIT CROSSING LANES TEE STATION OFFSET LENGTH ELEVATION TEE STATION OFFSET LENGTH ELVATION SEWER SERVICES AS-BUILT N m rn 0+78.81 0.0 L 38.0 R 4706.07 0+56.35 0.0 L 38.0 R 4707.50 TEE STATION OFFSET LENGTH ELEVATION 1+02.61 0.0 L 38.0 L 4706.19 50 G zs 50 0+63.49 0.0 L 38.0 L 4707,67 so 0 25 50 2+05.90 0.0 L 38.0 L 4709.66 50 0 25 50 5 1+45.12 0.0 L 38.0 R 4706.09 1+14.45 0.0 L 38.0 L 4707.84 2+11.66 0.0 L 38.0 R 4709.76 1+5161 &0 L 38.0 L 4706.87 (IN FEET) 1+43.57 0.0 L 38.0 R 4708.12 (IN FEET) 2+88.92 0.0 L 38.0 L 4711,05 (IN FEET) 1+85.12 0.0 L 38.0 R 4705.64 1+54.45 0.0 L 38.0 L 4708.09 Z .z-. 8 1+96.61 0.0 L 38.0 L 4706.20 1+85.70 0.0 L 38.0 L 4708.34 pp 2+16.37 0.0 L 38.0 R 4705.27 2+16.95 0.0 L 38.0 L 47013.42 0�]8 2+39.61 0.0 L 38.0 L 4707.22 2+18.58 0.0 L 38.0 R 4708.42cn 2+47.62 0.0 L 38.0 R 4705.57 2+48.20 0.0 L 38.0 L 4708.74 1-1 2+78.87 0.0 L 38.0 R 4706.97 2+79.45 0.0 L 38.0 L 4709.24 AS-BUILT � - w " 2+82.61 0.0 L 38.0 R 4706.84 y 3+10.12 0.0 L 38.0 R 4706.93 a 3+ 0.0 L 38.0 L 4708.01DRAWING 3+41.37 41.37 0.0 L 38.0 R 4707.97 � .;.. 3+68.61 0.0 L 38.0 L 4707.23 3+72.62 0.0 L 38.0 R 4707.87 4+11.61 0.0 L 38.0 L 4707.07 4+12.62 0.0 L 38.0 L 4707.31 WEEPING ROCK LANE MAIDEN STAR LANE SPIRIT CROSSING LANE I"=50'HORIZ I"=50'HORIZ 1"=50'HORIZ I"=5'VERT FINISHE Ei 15'VERT I 1"=5'VERT 4720n n _720 4725_ - N 4725 4730 GRADE L 4 - - 4730 o EXISTING = a m 0D m �+ m 1:q 4 FINISHED <'^ n ri GROUND CL w p n to &o m n GRADE CL +� Om> =o+� xa a EXIST NG nary w 4715 a ^ - �� 4715 4720 o u GROUND CL N F a 4720 4725 0 = _ 4725 u g m E ww o - ut ut Fro no+w� rn vi ut �+n� EXISTING o<m GROUND C ,�II FINISHED =N a? Z +wn GRADE Cl. A Z J l�i _i VI VI Ka �Wm VI(A O Q V, `•� 4710 7 < p 4710 4715(A X _ _ 4715 4720 1 4720 Z o O - - -- a o ii Zv~i� LLJ 0 If o 21 .79 p V N 4705 L - 4705 4710 S ----- -- - ---- - t a a a' 0 - o- _ 0 4715 .41 a m - O -6CL W f/1 x 4700 n o '* II 4700 4705 a, 14705 4710 -- - - - - ---- 4710 Of Z 0 co ^� - - �� Zo.. - _ » ado - ._. m Q� w� �� zo ii Z a N c5 io z >> ago vi V) p ] g Q W 9 4695 g+�no >> - -_ - 4695 4700 o y ~ � .4700 4705 _ _ 4705 (n p N U Z2 FN> �- Q� OW --- Q _ I ut2= p ._ _ .O ao n Z N Z� ^7 o n m LJ - o� a < CD 3 LLJ 4690 - -� _- - 4690 4695 Z <` I 4695 4700 _ II 11 ± 4700vsw J ? 1 O F Y Z > N Lyl V �� j o TA 0+00 O STA 4+ 7.61 z w S O+OOTO TA 2+85. 2 z w Z STA +OOTO Sn 2+94.3 s 4685 4690 4690 4695 INSTA 295 LF 8 SDR 35 P C 4695 W z - Of� AST D-3034 0" ASTM 0 o w 0W 0 O 34 07 W g 0_ __ _= 3 wo NrtDi 'a�N^< e^+♦ aaN1`Y - �aOn+ - �a1^♦� Na♦^ -. a^♦ yna - <r`»� a^a c a oaf oifa! -. ccrf vta� ea� a�c a-a� a ^<na _E OT O4680 w 4 4680 4685 4685 469G_ 690 3658.D040 O w A b O nO SHEET NUMBER � rm 0 0-0 n ! I OD iN S_3O Oi O l DRAWING NUMBER Ran - S-3 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 3+99.96 0+00 1+00 2+00 5+00 COVER ENTIRE ROW WITH wmop ADS 601 GEOTEXTILE OR EQUAL _ WIDE STRIP INSPECTION PORT SC-SC-740-8' ACCEPTS 4"SCH 40 PIPE FOR Z w 3 POND #E FINISH GROUND SURFACE 310 5'WIDE STRIP MAKE CAP FLUSH WITH �nzw �i CLEANOUT OR INSPECTION PORT V Payy SE 400272COB DDWC aJul Zo POND C7 FOR MH DETAILS STORMTECH ENDCAP ) N�j� my I IW O '-ems 30.0" INSTALL 24 LF OF 12' SDR-35 INSTALL 14 LF AT 1.0% SLOPE OF 12" SDR-35 51"- INVERT IN = 4711.04 445PEC1gN FOrtr :¢ z AT 1.0% SLOPE INSTALL F.R.O.P z�oa j SNSTALL F.R.O.P INVERT OUT SDMH INVERT IN = 4714.65 SEE DETAIL F EE DETAIL = 4711.28 INVERT OUT = 4714.51 I BELOW 11A ELOW 90.7"ACTUAL LENGTH-' wi z° e 85.4'INSTALLED WOVEN GEOTEXTILE THAT MEETS - - - ADS 9530TK GEOTEXTILE OR EQUAL. -- BETWEEN FOUNDATION STONE AND CHAMBF RS STA 4+87.12 SC-740.-5'.6'WIDE STRIP 7POND /5 TBC ELEV= 4716.85 SC-310.4'WIDE STRIP A- STALL SDI7 SEE COB STORMTECH ISOLATOR ROW DETAIL B- A _ INSTALL F.R.O.P SEE TD DWG NO 02720-1A B 6 INSTALL 6 LF DETAIL BELOW INV. OUT = 4714.65 OF 12" SDR-35 AT 1.0% SLOPE 3 GO INSPECTION PORT r Yir INVERT IN = 4709.82 �I MAKE CAP FLUSH WITH r INVERT OUT SDMH FINISH GROUND SURFACE C = 4709.88 D - AASHTO M288 CLASS 2 6 I{ } NON-WOVEN GEOTEXTILE NOMINAL CHAMBER SPECIFICATIONS SIZE(W x H x INSTALLED LENGTH) - 51.0"x 30.0"x 85.4" vl ,n CHAMBER STORAGE - 45.9 CUBIC FEET w>-n F o w w w 96" MINIMUM INSTALLED STORAGE - 74.9 CUBIC FEET i= 2 4"PVC RISER B w u MAX. WEIGHT - 75 LBS 6�N x 3 00 2 OU STUBS AT TOP OF END CAP STUBS AT BOTTOM OF END CAP - - � FOR PARTS NUMBERS ENDING FOR PARTS NUMBERS ENDING 50 0 25 yl INSPECTION PORT TO BE WITH T WITH B" SC-740 CHAMBER ATTACHED THROUGH PART# CHAMBER PIPE SIZE A B C D Q w - (IN FEET) KNOCK-OUT LOCATED SC740EPE06T SC 740 6 in(150 mm) 10.W in(2T7 mm)3.85 in(98 mm) 18.501.(470 mm WA a m --- AT CENTER OF CHAMBER �y c SC740EPEOUB SC 740 B In(150 mm) 10.90 in(277 mm) 3.85 in(98 mm) WA 0.50 in(13 mm) ^ T N ALL 1-888-892-269 SC740EPE12T SC 740 12 in(3DO mm) 14-70 in(373 mm)7.70 n(196 mm)12 SO n(318 mm WA /�w y r AA FOR STORMTECH INFORMA 10 C SHTO M288 CLASS 2 INSTALL 32 LF F�•4�r �53 2 DO - - OF 12" SDR-35 NON-WOVEN GEOTEXTILE SC740EPE`l2B SC 740 12 in(300 mm) 14.70 in(373 mm)7,70 in(196 mm) WA 1,20 in(30 mm) rl (f 1 00 AT 1.0% SLOPE 44 INSTALL 16 LF INVERT IN = 4711.44 STORMTECH INSPECTION PORT DETAIL �'°��'� sc t40 15n(375 mm) 8.10 in(467 mm 0.38 in(283 mm 900 in(229 mm) WA € .� _ OF 1 2" SDR-35 INVERT OUT SDMH - SC74DEPEISS SC 740 15 n(375 mm) 8.40 in 1467 mm)0.36 in(263 mm wA 1.30 n(33 mm) = AT 1.0% SLOPE = 4711.76 SC740EPE18T SC 740 18 n(480 mm) 9.70 in(500 mm)0J2 in(272 mm 5.00 in(127 mm) WA INV IN = 4708.59 SC740EPE18B SC 740 1B n(400 mm) 970 in(500 mm o.72 in(272 mm WA 1.80 n(41 mm) S INV OUT SDMH POND #2 4708.75 ( I - -- pond 6 SC'k 0EPE24B sc 740 1 24 in(OOD mm)P8.50 in(470 mm 945 in(240 mm) WA I a/0 n(3-) 1� � 11.1' ui urwFnsras ura=Hwmu s_ ALL STUBS.EXCEPT FOR THE �S SC74OEPF24B ARE PLACED AT * FOR THE SL740EPE248 THE 24'STUB ISOLATOR ROW 24" 3" MINUS BTTOMTOE OUTSIDE DIAMETER OF TH OF END CAP SUCH EY DES BELOW THE BOTTOM OF THE END CAP POND #4 g 1 WASHED ROCK STUB IS FLUSH WITH THE BOTTOM APPROXIMATELY 1 75" BACKFILL MATERIAL ' qq 6" OF THE END GAP. FOR SHOULD BE REMOVED FROM BELOW THE I.I ' ADDITIONAL INFORMATION N-12 STUB SO THAT THE FITTING SETS LEVEL m m CONTACT STORMY ECH AT 1-M-892 2694. o INSTALL�lik." = pond 2 pond 5 I 6" WASHED ROCK a u a o T SEE-D1=TAIL 75 LF GRAVEL FILTkK _ _ 1103, 18,• g m� �g BELOW _ SEE DETAIL TECHNICAL DETAILS 29 9 -I g I g __------ - INSTALL PONDNI - 32.0 Z - 360 E FT ION=a7,,.25 94' POND GRAVEL FILTER � AS-BUILT a RTMKD SCALE SD-, DRAWING z ISOLATOR ROW Y O - TOP AREA = 3568 FT"2 m INSTALL F.R.O.P 12" DIAMETER F.R.O.P. (FLOW RESTRICTOR - 4:1 SIDE SLOPES w E SEE DETAIL OIL/POLLUTANT SEPARATOR) STA 3+12 i6.5' RT INSPECTION PORT(TYP) - W BELOW BY ADS OR EQUAL SEE L!_1FOR CURB CHASE DETAILS n Di STORMTECH SC-740 CHAMBER PLEASE NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE WASHED U CRUSHED ANGULAR. FOR EXAMPLE,THE STONE MUST BE SPECIFIED AS WASHED,CRUSHED,ANGULAR NO.4 STONE. Q:f J STAINLESS STEEL STRAPS L'i Q TO PLATE ANCHORED INTO MH WALL WASHED ANGULAR STONE WITH THE CDH- / FOUNDATION STONE BELOW MAJORITY OF PARTICLES BETWEEN 3,357,4,467, PLATE COMPACT OR ROLL TO ACHIEVE A Q Q o ORFICE SLIT CHAMBERS V.-21NCH 5,56,57 WA 95%STANDARD PROCTOR DENSITY - O CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND EC w SAFETY FACTORS SPECIFIED IN SECTION 12.12 OF THE EMBEDMENT STONE SURROUNDING WASHED ANGULAR STONE WITH THE m CD n LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN AND TO A 6'ELEVATION ABOVE MAJORITY OF PARTICLES BETWEEN 3,357,4,467,5, Q SPECIFICATIONS LOADS SHALL BE CALCULATED IN ACCORDANCE B CHAMBERS '/.-2 INCH 56.57 WA NO COMPACTION REQUIRED �` _Z 1.5" -3" 6.0" SC 740 O V WITH SECTION 3 AND SHALL INCLUDE H2O DESIGN TRUCK, GRANULAR WELL GRADED SOIUAGGREGATE MIXTURES, Q IMPACT FACTOR,MULTIPLE PRESENCE.AND LANE LOAD. <35%FINES.COMPACT IN 61N LIFTS T085%PROCTOR DENSITY. 3,357,4,467, COMPACT IN 6"LIFTS TO A MINIMUM 95% Of MBER S o SC-740 CHAEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN FILL MATERIAL FOR 6"TO 18" GRANULAR WELL-GRADED 5,56,57,6, A-1 STANDARD PROCTOR DENSITY.ROLLER GROSS (n o STORMTECH'S DESIGN MANUAL,INSTALLATION MANUAL, ELEVATION ABOVE CHAMBERS SOIUAGGREGATE MIXTURES, 67.68,7,78. A-2 VEHICLE WEIGHT NOT TO EXCEED 12,0DO LBS. Q j" THICK OR W W W.STORMTECH COM C (24'FOR UNPAVED INSTALLATIONS) <35%FINES. 8,89,9.10 A-3 DYNAMIC FORCE NOT TO EXCEED 20,ODO LBS. Z cy .2 INCH WASHED. t I Y. HOPE TAPER CRUSHED.ANGULAR STONE CD O ANY SOIUROCK MATERIALS,NATIVE I 20" ADS 801 GEOTEXTILE OR EQUAL FILL OR PER ENGINEER'S PLANS. PREPARE PER ENGINEER'S PLANS.PAVED w V1 FILL MATERIAL FROM 18" CHECK PLANS FOR PAVEMENT INSTALLATIONS MAY HAVE STRINGENT MATERIAL oTO GRADE ABOVE CHAMBERS SUBGRADE REQUIREMENTS. WA WA AND PREPARATION REQUIREMENTS. 18" 96' AASHTO M43 AASHTO M145 COMPACTION/DENSITY L LJ j 4.5 I MIN. MAX. MATERIAL LOCATION DESCRIPTION DESIGNATION DESIGNATION REQUIREMENT = 12" SDR-35 PVC 6"MIN. _ Q \-OPEN BOTTOM ® 3D" STORMTECH ACCEPTABLE FILL MATERIALS LAI N m 0 Aff m 41-MIN. GENERAL NOTES'. 0 1.ALL DESIGN SPECIFICATIONS FOR STORMTECH CHAMBERS SHALL BE IN ACCORDANCE WITH aTHE STORMTECH DESIGN MANUAL. PROJECT NO. 2.THE INSTALLATION OF STORMTECH CHAMBERS SHALL BE IN ACCORDANCE WITH THE LATEST 3658.004 p STORMTECH INSTALLATION INSTRUCTIONS. 0 6" 51' 12"MIN.TYP. SHEET NUMBER STANDARD SQUARE STORM MIN 3. THE CONTRACTOR IS ADVISED TO REVIEW AND UNDERSTAND THE INSTALLATION SD-1 c0 INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLATION.CALL 1-688.692-2694 OR VISIT e DRAIN INLET SEE COB STD WWW.STORMTECH.COM TO RECEIVE A COPY OF THE LATEST STORMTECH INSTALLATION DRAWING NUMBER n DWG NO 02720-1A INSTRUCTIONS. F.R.O.P. STORMDRAIN DETAIL SC-740 TYPICAL CROSS SECTION 4 CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND SAFETY FACTORS SPECIFIED IN SD- 1 SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. 3 QmUZ As-BUILT �STi a N� zp SITE GRADING DRAWING I _ '6 3 v; SCALE w= . BOYLAN RO D HORIZ: 1" = 50' S88'15'S1"E 1312.63' ° 5 N M V vi 10 r oo ° O O O O F. O p OT9 L T10 ci a a a a a OPEN SPACE 1 W. - t. - vmw IV IV A � {lr� 8 - 8 SS - 1 T 1 LOT I-- LOT LOT \ Ode LOT 2 LOT 7 OT 1 LOT 2 LOT 3 �.. � a L 3 L 16 r_ o, T 3 LO 2 �T V r- oo -4 L T 4 co L 15 o ,J LOT ALLE 0 Z OT 4 gyp+ L T 5 LOT _ 4 0 M ~ V o m .. o �. OT 3 �1 co L T 5 LO LOT 13 y LOT 8 LOT 7 N U g A m o N LOT LOT 7 L T S LOT 5 z LOT a up LOT 8 LOT _ Y LOT 7 to OT l 1 L _ �� - 8W - - SW -- -- - — w 10SS 10SS 10SS v S.3 - 80SS T8 _ E z LOT3 LOT LOT LOT LOT LOT LOT6 /IOT° BOYLAN ROAD1LOT IOT2Q M O.S.4 Z CD I � J PROIJECT NO. N88'15'S1"W 1314.68' � w z N N � W N � I m 0 V 3658.OW p SHEET NUMBER O co O DRAWING NUMBER M SD-2 w3p mo QmU2 PLAN VIEW OF GROUND SURFACE CURB CHASE SEE DETAIL i�oo �o z TBC ELEV = 4713.08 STA 2+99.78 STA 3+12 n W W z V 4713.21 ROW ELEV. EXPANSION JOINT ?Ho FL CHASE = 4712.33 L=4712.46 FL CHASE = 4711.88 z oz FL-4712.5 FL=4712.62 ,'633 n, _ BOYLAN ROAD Al 4.�. ---.. -- CURB do GUTTER - 1% ,,.V.. • 2'7NICK SAND CUSHION G Y •a' �•�..,. TBC=4712.97 TBC=4713.06 4� w Zo eM TBC=4713.12 BASE COURSE 8S'- 2' BOULEVARD L=4712.43 4"THICK X a' WIDE FL CHASE = 4712.06 EXTRUDED INSULATION FL CHASE=4712.33 BOARD-8' LENGTH MIN. (MSHTO SPEC.: 8'MIN.-lY MAX POLYSTYRENE M230-70) IFCO STYLE S (SOLID COVER) FL CHASE=4712.0 5' SIDEWALK TRENCH GRATING W/ STYLE 3 ROW=4713.1 GRANULAR + z B FRAME (OR APPROVED EQUAL) ; BEDDING\ zO = EXPANSION JOINT t\J�/1 A=15� WATER MAIN FL=4711.88 6 rV rV•!�V•C'Y°!k7-,'4' W-11.52" 1 1 B ROW=4713.22 `ROW=4713.37 6. BASE COURSE 11%, , WATER MAIN INSULATION DETAIL RETENTION POND #1 S-2 SCALE: NTS � ppp�'�' m BTM ELEV = 4711.25 z [., £ i � a �1 INLET CHASE-STA 3+12 BOYLAN ROAD (21 INLET CHASE-STA 3+12 BOYLAN ROAD R'1 SCALE: NTS o-I SCALE: NTS PLACE SPOIL AGAINST SEE COB STD DWG 02529-14 SEE COB STD DWG 02529-14 ROADMIX, TYPICAL .Z z a 8s 6' 3 8" MINUS NATURAL FINES EMBED 12" HOPE IN SUBGRADE 3 4 ROADMIX B" SUBGRADE CURB CHASE SEE DETAIL SUBGRADE £ TBC ELEV = 4716.85 S STA 4+87.5 STA 4+87.5 4717.10 ROW ELEV. EXPANSION JOINT L F CHASE = 4716.10 'ZZZ£-585 @7 uo!su!p s111rd'uewazog Jo iqi�ayl laeluoa•suo!lsanb lo'uo!leuuDJu!]aylmJ iod 2.07L (%S I IDZ uEyl lalP.alB OD adO1s SSaa E y11.M I Z I paaaxa lOu pl°O4y I!En.ID adOIS•SMOIIE UIELaI alayryl(G I I -- INSTALL 120 LF OF 12" 'a!UEA urulsanba]oJ"OZ 1 pue'aylsil a>Ilq pm ueulsapad 1P1„96 aq Ilrys as jea!a peagna o wnw!u!W(6 :J ` o �}759 HDPE O 0.8% SLOPE 'palaldwoa sl uo!laas p"]aye • slea6 Z yu wnwm!w IT]oJ pallonuoa pue palrall ay prys•uo!laalsuoa Ilea]of anp•spaam 8o!yaeaau3(8 rc ---.-- _ - ---_ - Kpne!paunu!pa mp-aq Ilrys uogela8an]o!pue samlm.1 8ulpunolms of a8eump IIV(L m o a ��- ROW (8unoedwoa pun 8wpo1 ul loud pappE a4 pinoys]alert•uo!laedwoa]ol alenbapr)ou sl BASE CO RSE lualuoa amis!DmJI)uMaa yau!p 8ulu!rlu!rw v011e1lum!la(le pawedwoa puu poll°a ay lsnw x!w praly(9 $ 6'- 8.5 2' I!rll aylJo laluaa mp le•sa8pa anogE•sagau!q,10 148!aq a Sut ma]Oman INS I At I 120 LF OF 12" BOULEVARD a ua8 a Im say o 8uo a aae ms ru!fluo of do } -- !w Il 41. Pa tll 4 I 1 1• poll[I ay 1. Pao I 1(S HDPE 0 0.8% SLOPE FL CHASE = 471 .92 u!pox!w aq)snw Xula leuo!l!pM"japu!q..(ela onoua u!eluoa IOU saop x!wJl(y Z INV. HOPE = 4715.82 'apu!q'(EW%OZ ylu.(,-Il lwmm)laAuA snu!w yaw!y)8/£aq Ihls x!w pEa,1•(E Q A.. sauy Iemleu snu!w STYLE S SOLID COVER Z IFCO S IFCO STYLE S (SOLD COVER) ( ) 8/£.lo sayau!£.(q paMo11uJ•palaedwoa pue Ieualew asey sc pawl ay Ileys x!w pea yau!%.Io sayau!£(Z O I TRENCH GRATING STYLE TRENCH GRATING W/ STYLE x!w peal pue aseq Jo uonellmsw of loud•chap sayau!9 paleneaxa ay lmw paq 1!-1.0 Y 2 B FRAME (OR APPROVED EQUAL) SIDEWALK B FRAME (OR APPROVED EQUAL) LLJ LLJ EXPANSION JOINT� saoy}pa°;Jrywap A-15* U �6�TYPICAL TRAIL SECTION L`J v c� V" BASE COURSE R-1 SCALE: NTS -- N�v'v m 4 n N N C' 1�3�INLET CHASE-STA 4+87.5 PINNACLE CROSSING ST r4�INLET CHASE-STA 4+87.5 PINNACLE CROSSING ST EXISTING zZ 0- W3 SCALE: NTS o-� SCALE: NTS SURFACE 0 SEE COB STD DWG 02529-14 SEE COB STD DWG 02529-14 w WAS NOT CONSTRUCTED WAS NOT CONSTRUCTED 6"MIN. w a = Z 3" ASPHALT F- Q o 2.0' N O m VI m PROJECT N0. < Q AS-BUILT SHEET NUMBER �71 ASPHALT THICKENED END DETAIL n DRAW 1 N G WZ4,5 SCALE: NTS DRAWING NUMBER D- 1