Loading...
HomeMy WebLinkAboutPhase 1 and Stadium View at South University District - Utility Record Drawings 1-8-2015 CONSTRUCTION PLANS FOR: NsE��yc STAH LY PHASE 1 AND STADIUM VIEW AT �9�fo19710t�� SOUTH UNIVERSITY DISTRICTco o� BOZEMAN , MONTANA '^ VJ L U va SHEET INDEX ¢ � a°w TITLE SHEET T 1.0 OVERALL GRADING AND DRAINAGE PLAN C 4.0 06 '�co SITE PLAN SD 1.0 GRADING AND DRAINAGE PLAN - NORTHEAST C 4.0 A Z Ill CIVIL SPECIFICATIONS C 0.1 GRADING AND DRAINAGE PLAN -SOUTHEAST C 4.0 B PLAT/ EASEMENT SUMMARY MAP C 0.2 GRADING AND DRAINAGE PLAN -SOUTHWEST C 4.0 C W CO CONSTRUCTION FACILITIES PLAN C 0.3 GRADING AND DRAINAGE PLAN - NORTHWEST C 4.0 D W y Z m atf CIVIL SITE PLAN C 1.0 TYPICAL STREET SECTIONS C 4.1 5 .� >- Z O SHALLOW UTILITY PLAN C 1.1 CIVIL SITE DETAILS C 4.2 Ill a =��m� 0 N N N WATER SITE PLAN C 2.0 STORM DRAIN PIPE AND MANHOLE TABLES C 4.3 WATER SYSTEM DETAILS C 2.1 DRAINAGE AND GRADING DETAILS C 4.4 J 6 v<Q WATER PLAN AND PROFILE -CAMPUS BLVD C 2.2 ROAD AND STORM PLAN AND PROFILE -CAMPUS BLVD C 4.5 Q 00 N a w WATER PLAN AND PROFILE -SOUTH 11TH AVE AND ACCESS C 2.3 ROAD AND STORM PLAN AND PROFILE -SOUTH 11TH AVE AND ACCESS_ C 4.6 W WATER PLAN AND PROFILE -SOUTH 12TH AVE ACCESSES C 2.4 ROAD AND STORM PLAN AND PROFILE -STATE STREET C 4.7 a a a > 0000 WATER PLAN AND PROFILE - NORTH PARKING LOT C 2.5 ROAD AND STORM PLAN AND PROFILE -SOUTH 12TH AVE ACCESSES C 4.8 m WATER PLAN AND PROFILE -SOUTH PARKING LOT C 2.6 STORM DRAIN OUTFALL PLAN AND PROFILE C 4.9 z Q g o WATER PLAN AND PROFILE - EAST AND WEST PARKING LOT C 2.7 INTERSECTION PLAN 11th /STATE AND 11TH / 11TH ACCESS C 4.10 w a C) N K WATER/FIRE SERVICE PLAN AND PROFILE - BLDG 3, and 4 C 2.8 INTERSECTION PLAN CAMPUS BLVD / 11TH AND C 4.11 w N ((j) � a o z FIRE SERVICE PLAN AND PROFILE - BLDG 1, 2, and 5 C 2.9 CAMPUS BLVD/ 12TH ACCESS SOUTH In FIRE SERVICE PLAN AND PROFILE - BLDG 6, 7, and 8 C 2.10 SWPPP PLAN C 5.0 SEWER SITE PLAN C 3.0 SIGN AND STRIPE PLAN C 6.0 Q M SEWER SYSTEM DETAILS C 3.1 SEWER PLAN AND PROFILE -SOUTH 12TH AVE ACCESSES C 3.4 ABBREVIATIONS i AD ALGEBRAIC DIFFERENCE SEWER PLAN AND PROFILE - NORTH PARKING LOT C 3.5 UTILITY RECORD DRAWING 1-8-irJ BVCE______BEGINNING OF VERTICAL CURVE ELEVATION BVCS BEG INNI NG OF VERTICAL CURVE STATION If SEWER PLAN AND PROFILE -SOUTH PARKING LOT C 3.6 CL ______CENTERLINE CO CLEANOUT DIA DIAMETER EVCE END OF VERTICAL CURVE ELEVATION EVCS_ - - _END OF VERTICAL CURVE STATION LEGEND EX-----__-EXISTING FT FEET K_ - - _ _RATE OF CHANGE Q EXISTING PROPOSED EXISTING PROPOSED L---------LENGTH HOPE______HIGH-DENSITY POLYETHYLENE V MAX_______MAXIMUM W N wMa!nst t�et tUs-i h wM,st tUet EMeln st EMsp��! PROPERTY LINE STORM DRAINAGE SWALE < MH--------MANHOLE LI- wammce MIN_______MINIMUM v O Weaec«gs EBaEc«48t Bozeman CONTOURS(2 FT.INTERVALS) 49iB -4944 SPOT ELEVATIONS(FG) N/A TBC 4937.55 - I I L-I eow,sx PC________POINT OF CURVATURE _I 9 Pnllc Library C V/ I I q a' BENCHMARK DRAINAGE FLOW DIRECTION C� PCC_______POINT OF COMPOUND CURVE C U I ; p �s�Q Bones Poas PRCPOINT OF REVERSE CURVE 5 E Q I� wa«ns! "'"N n ti w"° H WATER COURSE �.!.�� GRADE BREAK PT POINT OF TANGENTIF r J Z °^s, 'E PVC_______POLYVINL CHLORIDE F Ri b� F.- saAzoemaen .i1� 3'3 wa°we.�°°s y S f soa WETLAND SIDEWALK CHASE S , m n S PVI________POINT OF VERTICAL INTERSECTION Q /^ WATER COURSE SETBACK -------- STORMWATER DETENTION BASIN O vJ l = soatnsme SCH_______SCHEDULE L - -Xufi9ne Ln-HUFmegg �4.s.181 WColl,pa S! WCo-lege St 'w Party S_________SANITARY L 0 CONCRETE CURB AND GUTTER RETAINING WALL<30"HEIGHT ,^ H n s" STA_ - - _STATION LIJ V WATER LINE BW COLORED TEXTURED CONC.CROSSWALK SWK_______SIDEWALK W Z Z DHpapi!al TBC_______TOP BACK CURB + P w--d Sx WATER VALVE/CURB STOP SIGN v T m W o I s g i TOFTOP OF FOUNDATION Z 0 Z Montar!e 5!a!e v m FIRE HYDRANT OVERHEAD ELECTRIC oHE TOWTOP OF ALL J weer asaa suss �' universiryBozemen L, STA_______STATION W � r 0 Q ---+-- w m m to. BLOW-OFF UGE Lu I I 1_ I p cF Merya SANITARY SEWER LINE g"SS R POWER POLE TYP_______TYPICAL W (n i = W J M N A h VC CURVE Q Hon Dr �♦ SANITARY SEWER MANHOLE co �$ GUY WIRE -> W---------WATER �_ = 0 O I -'--W Ka9Ykx Musemot '•` co co ^ U) w m .r w"` 1 - SANITARY SEWER CLEANOUT ELECTRIC PEDESTAL BOX Lu Li V+ LL I I �, me Rw�s I I O O / I I U STORM DRAIN SD 18 LIGHT STANDARD i F,,1rr B+.a ZP 0O VERIFY SCALE si y -spire-CNnMg* yre m lw - ` ! _ -- STORM DRAINAGE MANHOLE 0 NATURAL GAS LINE c �. FOR REDUCED PRINTS DESIGNED CDP RpMNaw SITE , ! q- STORM CURB INLET o 0 UNDERGROUND COMMUNICATION com!� � O ��� ge5b DRAWN BAR recn«Ioe es a sopm pen « 5 ,y - CHECKED CDP Valley Yew $ STORM CATCH BASIN COMMUNICATION PEDESTAL T❑ 6Ca^REI LIB 11/)3/1 3 pGGL DATE T _ ^, THIS LINE IS ONE �d6,�7iA5Pt'4i� INCH LONG IN THEg - ORIGINAL DRAWING Q SHEET " T1.0 ------------------------------------------------------------------ -------------------------- -------------------------i----------------I ���BEEAjy STADIUM CENTER SUBDIVISION �y EST (.' STAHLY �' 1970 `. JNDARY M 9sfoclaT�S-� I STATE ST. � V' 10'ASPHALT 10'CONCRETE PATHWAY 10'CONCRETE PATHWAY - j L�L °ai c 1� F '-"____ ________________________ PROP.LINE PROP.LINE — vav v vv O n I � �N DJ & - --- $, -- ---- -----'BUILDING --- ----- --- - $H L r U -- 3 -- 112 - - --- BUILD 3 O '- -- B DG 7__15 S.B. _____ _ g262'- COMME CIA A £ f/, U) U w a a BUILDING 5 10 63 (n �, o x %-- 12 UNITS/ 12 UNITS/48 BDRMS. 11' 33 UNITS/105 BDRMS. Q = j Q 4) a LL w 48 BDRMS. _ w __ 9 - ca •r U) T'� Ali C C 63' '' - Lll >+ w15' '' "- W 67' � z ml g�g W COVERED H 6' EWALK 6'SIDEWALK y j sin; M BIKLu E ® - - ® �i •(n U Poa COLORED TEXTURED E(TYPE W III f �f 00 N c I 26'FIRELANE li 26'FIREIANE w V /O I _ M ml O fu W ILL L'n I 0 I COTM Noll 0 H O y T w CL UBH SEIrq •a II M 34 _ F °o l Q00 N a w w Ln m° Ln LOT 2 FUTURE PHASE) f( I FA51 G m • '� OFFI E I ; � rL W rL W rL W I o 0 0 0 0 0 LOT1 3 B'CONCRETE PATHWAY h1A1M. Q ^/ BENCH(TYP AMEOUTNOITY Z Z d O z GARAGE J.HL aC• / O N Vl a W 01 U n y O a Z 0 U " 572' a611 I TRAIL 8'CONCRETE PATHWAY w W Z J I _ � 12 M M a I 4,4 ® ® r Q I2 t2 W r OJ I •• iz TRASH Z N r'l v Itl co I ; w Q1 ml 7 I ; j P SAC hPA SA S 11 111 - - d N g, COROSSURED WALK(TYP) 26'FIRELANE I '-I 26'FIRELANE I .:.3 z m' nLLL� LFLL[J II VERED O x J �I fr BIKE(14) H6'SIBENALK A 6'SIDEWALK —1 D Lu Ali c w Li a i Q 67' = M m_ Q m til a - {n cn ro ? - �< 2 00 p U .NH - - 'yn^• - Fu N Qp - £ J Q 25 63' 14'L48 8 112 - N 11 I H to BUILDING 6 BUILDING 4 I 63' — Z S/ 33 UNITS/105 BDRMS. x Two 5' p W (� 0 _- S. 12 UNITS/48 BD MS. m I 3 Z Z ---- --- - ---- - F 1----- ------- --- p 6'ASPHALT ---- 1 MOP. Z Z _________ _ _ _____ �_ _ 10'B `� PATHWAY-- ROP.LINE Q r m J Q _________________________________________________________________�___ N 6'SIDEWALK 6'SIDEWALK /J V ^ ''Lu^ =L C li / i = W ---- - --- ---' W Q p N 13 PARALLEL 1 T 0 L 0 q INTERSECTION SIGHT TRIANGLES INTERSECTION SIGHT TRIANGLES ,^ iwi ♦'h firN/ coq pi Is gi vn _ V! L V! I.L a q 01 s- OVERFLOW PARKING N CIAM DESIGNED CDP DRAWN CDP CHECKED CDP DATE 11/13/13 LOT 3 (FUTURE PHASE) UTILITY RECORD DRAWING 1-8-15 0 20 40 80 - SHEET I I SCALE IN FEET SD 1 .0 sfR�yc MATERIALS SUBMITTALS REQUIRED STAHLY �9�O t, PRODUCT PARTY RESPONSIBLE FOR SUBMITTAL REQUIRED SUBMITTALS PRIOR TO MOBILIZATION REQUIRED SUBMITTALS DURING CONSTRUCTION 9`�'fOCIAT�S�� WATER LINE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL# OR SPECIFICATIONS BACTERIAL TEST RESULTS AFTER INSTALLATION COMPLETE SEWER LINE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL# OR SPECIFICATIONS N/A STORM DRAINAGE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL# OR SPECIFICATIONS N/A Lu GEOTEXTILE FABRIC CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL# OR SPECIFICATIONS N/A o B PRECAST CONCRETE STRUCTURES CONTRACTOR MANUFACTURER'S SHOP DRAWINGS AND MATERIAL SPECIFICATIONS N/A _rn PIPELINE BEDDING MATERIAL CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I., 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE U Z v N ON SITE TRENCH BACKFILL MATERIAL CONTRACTOR NONE 1 REPRESENTATIVE SAMPLE FOR EACH TYPE OF MATERIAL ENCOUNTERED O q)�o� ON SITE UNCLASSIFIED EXCAVATION MATERIAL CONTRACTOR NONE 1 REPRESENTATIVE SAMPLE FOR EACH TYPE OF MATERIAL ENCOUNTERED W '^ L U c ..� ROAD SUB-BASE CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE O o a LL w CRUSHED BASE COURSE CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I, FRACTURED FACES, WEAR. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE ASPHALT CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER SEE MATERIALS TESTING OjS '�i EXTERIOR CONCRETE CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER SEE MATERIALS TESTING 0 Z w ON-SITE MATERIALS TESTING (PUBLIC STREETS AND UTILITIES) W o PRODUCT PARTY RESPONSIBLE TO OBTAIN TESTS TEST FREQUENCY TEST REQUIREMENT a STANDARD Z W od TRENCH EXCAVATION, BACKFILL AND COMPACTION ENGINEER 1 TEST PER 50 LINEAR FEET OF TRENCH* 95% BY AASHTO 599 OR ASTM D698 PER MPWSS fI� q ROAD/PARKING SUBGRADE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 10,000 SQUARE FEET PARKING LOT 95% BY AASHTO T99 OR ASTM D698 PER MPWSS ' Q �F N SUB-BASE COURSE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 10,000 SQUARE FEET PARKING LOT 95% BY AASHTO T99 PER MPWSS L L� CRUSHED BASE COURSE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 10,000 SQUARE FEET PARKING LOT 95% BY AASHTO T99 PER MPWSS w a O N N ASPHALT MIX VERIFICATION ENGINEER 1 FIELD MARSHAL PER 2000 TONS COMPLIANCE WITH MIX DESIGN ASPHALT IN-PLACE COMPACTION ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 5,000 SQUARE FEET PARKING LOT-- 93% BY ASTM D2041 PER MPWSS ASPHALT CORE SAMPLES I ENGINEE 14 CORES PER 1000 TONS ON ROAD AND 2 CORES PER PARKING LOT I THICKNESS AND 93% BY ASTM D2041 PER MPWSS E ° � CONCRETE ENGINEER 1 TEST PER POUR MIN, OR 1 TEST PER 50 C.Y. TEMP. AIR, SLUMP, 4 CYLINDERS, PER MPWSS 0 o -CONTRACTOR SHALL ESTABLISH A WATERING/COMPACTION PATTERN IN THE FIRST 50 FEET OF UTILITY TRENCH BACKFILL. THIS PATTERN SHALL BE CONTINUED FOR EVERY LIFT. AFTER A PATTERN IS ESTABLISHED, QUALITY CONTROL TESTS SHALL BE TAKEN ON THE FINAL LIFT, OR THE SECOND TO FINAL LIFT PER THE TABLE ABOVE. > a a a a a —CONTRACTOR SHALL ESTABLISH A ROLLING PATTERN EARLY IN THE PAVEMENT PROCESS BY TAKING A TEST FOR EVERY PASS AND RECORDING THE PERCENT OF MAXIMUM DENSITY. AT A MINIMUM THAT PATTERN SHALL BE MAINTAINED THROUGHOUT THE ENTIRE PROJECT. 0 GENERAL CIVIL NOTES SURVEY NOTES GENERAL UTILITY NOTES WATER SYSTEM NOTES a a a > m o 1) THE PROJECT SURVEY IS ON A LOCAL DATUM 1) THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN 1) ANY WET TAP TO EXISTING WATER MAINS SHALL BE MADE w N z 1) SITE IMPROVEMENTS ADJACENT TO BUILDING SUCH AS 6) CONTRACTOR SHALL PROVIDE A (2) TWO-YEAR WARRANTY (APPROXIMATE NAVD 88) WITH ELEVATION BENCHMARK OF PUBLIC WORKS DEPARTMENT A MINIMUM OF 48-HOURS PRIOR BY THE CITY OF BOZEMAN WATER DEPARTMENT. TAPPING TEES it m a SIDEWALK, PARKING LOTS, LANDSCAPE WALLS ARE SHOWN ON TO THE CITY OF BOZEMAN FOR ALL PUBLIC INFRASTRUCTURE. cn o a o z 4935.33 ON ARROW BOLT OF COB HYDRANT 1147 AT NW TO ANY WATER OR SEWER CONNECTIONS TO THE CITY SYSTEM. AND VALVES SHALL BE FURNISHED AND INSTALLED BY THE THE ARCHITECTURAL PLANS. WARRANTY PERIOD BEGINS UPON ACCEPTANCE OF w CORNER OF STATE AND 12TH. ELEVATION DATUM IS 14.91' ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF CONTRACTOR AND THE WET TAP MADE BY THE CITY OF � INFRASTRUCTURE BY THE CITY. ABOVE COB DATUM. BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN WATER DEPARTMENT WITH THE COST PAID BY THE a 2) CIVIL SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN BOZEMAN PERSONNEL ONLY. CONTRACTOR. THE CONTRACTOR SHALL EXCAVATE THE r2 ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD 7) ALL OFF-SITE CONSTRUCTION SHALL BE CONDUCTED FROM EXISTING MAIN AT THE LOCATION TO BE TAPPED TO CONFIRM 'n 2) CONTRACTOR TO PROVIDE CONSTRUCTION STAKING \ SPECIFICATIONS (MPWSS), 6th EDITION, AND CITY OF BOZEMAN WITHIN EXISTING STREET EASEMENTS. THE APPROPRIATE PIPE DIMENSIONS PRIOR TO ORDERING ro \\\\ SUFFICIENT TO LAYOUT WORK. STAKING OF PUBLIC STREETS 2) PIPE-LINE BEDDING TO BE TYPE 1 FROM 4" BELOW THE ¢ n . . � MODIFICATIONS TO MPWSS, 6TH EDITION, AND ANY ADDENDUMS. AND UTILITIES AND BUILDINGS TO BE UNDER THE DIRECTION OF PIPE TO 6" ABOVE THE PIPE. PIPE-LINE BACKFILL SHALL BE FITTINGS. THE TAPPING SLEEVE SHALL BE INSTALLED WITH THE N\N n\ 8) CONTRACTOR SHALL CONDUCT WORK IN ACCORDANCE WITH OUTLET SET ON THE HORIZONTAL PLANE. THE TAPPING SLEEVE THE LICENSED SURVEYOR. TYPE A BELOW STREET ROW, PARKING LOTS, AND SIDEWALKS. £ 3) THE LOCATION OF EXISTING WATER LINES, SEWERS, TANKS, THE STORM WATER POLLUTION PREVENTION PLAN (SWEEP) AND TYPE B BACKFILL MAY BE USED FOR STORM DRAINS OUTSIDE SHALL BE PRESSURE TESTED AND WITNESSED BY THE ENGINEER d CULVERTS AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE. ANY STREAM AND WETLAND PERMITS. 3) SITE WORK STAKING SHALL CONSIST OF GRADED OFFSETS OF ROADS AND PARKING LOTS. PRIOR TO TAPPING BY THE CITY. A CONCRETE THRUST BLOCK z CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF SHALL BE INSTALLED BEHIND THE TEE. TO TOP BACK OF CURB AT BEGINNINGS AND ENDS OF CURVES THESE FACILITIES AS NECESSARY TO MAKE CONNECTIONS TO OR 9) CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO AND 50' STATIONS ON TANGENTS. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATER i TO EXCAVATE ADJACENT TO THESE FACILITIES. THE ENGINEER THE CITY FOR THE TEMPORARY CLOSURE OF 11 TH FOR WATER MAIN AND SEWER MAIN SEPARATION OF 10 FEET HORIZONTALLY 2) PROVIDE A MINIMUM OF 6.5' FEET OF COVER FOR ALL MAY REQUIRE THE CONTRACTOR TO EXPOSE EXISTING WATER MAIN CONNECTIONS. WATER LINE STAKING SHALL CONSIST OF 20' GRADED EDGE TO EDGE AND 18 INCHES VERTICALLY AT CROSSINGS. WATER PIPE UNLESS SPECIFIED OTHERWISE. 4 AND SEWER LINES TO ESTABLISH THE EXACT LOCATION OF ) THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS THESE UTILITIES. 10) A PRELIMINARY GEOTECHNICAL EVALUATION HAS BEEN OFFSETS AT FITTINGS, VALVES, HYDRANTS, AND AT 50' ADJACENT WATER OR SEWER MAINS TO CONFIRM SEPARATION 3) THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH OF STATIONS. HAS BEEN MET. PER MPWSS NO. 02660-2. CONDUCTED BY SK GEOTECHNICAL. COPIES OF THE REPORT SECTION 02221 TOF MPWSS. ALL WATER VALVES TO BE 4) UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE AVAILABLE UPON REQUEST. RESTRAINED. $ ARE NOT TO BE CONSIDERED COMPLETE. THE CONTRACTOR 5) SEWER LINE STAKING SHALL CONSIST OF 2 GRADED 4) ADJUST MANHOLE AND VALVE BOX COVERS PER MPWSS SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR 11 CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT OFFSETS AT MANHOLES AND OFFSETS FOR SERVICE LINES. 4) CONTRACTOR SHALL INSTALL ADDITIONAL FITTINGS, a ) DRAWINGS N0. 02213-1 AND 02213-2. TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL DAMAGE TO EXISTING PAVEMENT. ANY DAMAGE TO EXISTING BLOWOFFS, VALVES, ETC. AS MAY BE NECESSARY TO � -a° PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION. PAVEMENT OUTSIDE OF PROJECT LIMITS SHALL BE REPAIRED AT 6) STORM DRAIN STAKING SHALL CONSIST OF 2 GRADED ADEQUATELY FLUSH, TEST, AND DISINFECT THE WATER LINES Q ALL UTILITY LINES DAMAGED DURING CONSTRUCTION ACTIVITIES THE CONTRACTORS EXPENSE. SAWCUT ALL EXISTING PAVEMENT OFFSETS AT MANHOLES AND INLETS, AND GRADED OFFSETS FOR AND FITTINGS. SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. OTHER EDGES AND TACK PRIOR TO PLACING NEW PAVEMENT. DETENTION BASINS. V UNDERGROUND UTILITIES MAY EXIST, THE CONTRACTOR SHALL 5) WATER LINES SHALL BE DISINFECTED ACCORDING TO MPWSS HAVE ALL UTILITIES MARKED BY THE UTILITY COMPANY AND/OR 12) CONTRACTOR TO PERFORM MISCELLANEOUS GRADING TO 7) BUILDING STAKING SHALL CONSIST OF 4 GRADED OFFSETS 02660 AND AWWA C651. W ONE-CALL LOCATORS. CALL BEFORE YOU DIG. PROVIDE GRADUAL TRANSITIONS BETWEEN NEW AND EXISTING FOR THE 4 EXTERIOR BUILDING CORNERS. 1-800-424-5555 GRADING. 6) WATER LINES SHALL BE PRESSURE TESTED ACCORDING TO cn MPWSS 02660 AND AWWA C600, TEST PRESSURE TO BE 200 = Q L) Q 5) NOTIFY ENGINEER OF ANY DISCREPANCIES WITH THE PLANS 13) NON-SURFACED AREAS DISTURBED DURING CONSTRUCTION psi. Z _ AND THE ENGINEER WILL PROVIDE A REPRESENTATIVE FOR FIELD O Q } J a SHALL BE RESTORED TO ORIGINAL GRADE AND PREPARED FOR Z VERIFICATION. THE ENGINEER CAN BE REACHED AT: SEEDING AND SEEDED. NON-SURFACED AREAS WITHIN OR 7) CONTRACTOR TO COMPLETE APPLICATIONS FOR CITY WATER Q = ADJACENT TO NEW GRADING SHALL BE GRADED IN ACCORDANCE SERVICE PRIOR TO CONSTRUCTION. STAHLY ENGINEERING & ASSOCIATES INC. WITH THE GRADING PLAN AND PREPARED FOR SEEDING AND Q Z 7585 SHEDHORN DRIVE SEEDED. BUILDING CONSTRUCTION MATERIAL LAYDOWN AND 8) FIRE SERVICE LINE TO BE TESTED AND FLUSHED IN (.� BOZEMAN, MT. 59718 STORAGE AREA TO BE RECLAIMED FOR FUTURE FARMING. ACCORDANCE WITH NFPA 24. TEST PRESSURE TO BE 200 psi, 0 LLI C7 0C PHONE (406) 522-9526 CONTRACTOR TO CONTROL WEEDS IN DISTURBED AREAS DURING AND FLUSHING FLOW TO BE 10 FT/SEC (900 GPM). V Z > Z C FAX (406) 522-9528 CONSTRUCTION. Q Z 0 Z 9) CONTRACTOR TO PROVIDE A COMPLETED "CONTRACTORS LLI MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" d r = J Q TO THE CITY ENGINEERING DEPARTMENT FOR FIRE SERVICE (n W x 0 LINES. J x LLI Q M N x0 0 3 U a W w m DESIGNED -; ppy du, DRAWN APD CCi'1nEl),ID r CHECKED CDP UTILITY RECORD DRAWING 1-8-15 p Dr 'r DATE 11/13/13 �`rs+A 'JCr SHEET O Co.1 30.00' KAGY BLVD. EST ��.y�• STAHLY 9'�fOC(pT�S�� Exist.45'R.O.W. (Plat J-272) IA VW� o0a c QO�m -Uj N Uj 0 50 100 200 C) c c a v a 0 _ L U _via SCALE IN FEET (/A o x Q O M �a 015 C Ln N C1 L.N. C0 Z W Exist.45'public C street&util.eas slit 111 (Doc.201257)m W 0 N Z NC 389.33' 1021 44' R _ STATE ST. rse o0 (Propod Subdivision V Q lr�F as 15 ight-af—way) Z L. N T H N v us o R=290.070{ /i�' 30aieae 45 /, and seer line / 344.22' ase ment /�R=220.00cc ' III - N a ii w �y Q Lo - JL----------------III N r-m 45 r ------ I 10'wide public c, 0- 0- 0- a 0- a I Lot 2 aaaese ea:ement m 0 0 0 0 0 0 I 6.41 Acres I I I I Lot 1 0 0 0 0 0 U 9.82 Acres 8 wide public — 5 sae L I a«ess emen J�— li O �_ aNGa � 1 �— ----- �_�_i�� --- —rL a Z cz m = o —�---� a W =1— = - - 7 — z z uo n �I—Tuo ------------ --- ---1------ 30'wide w N z M U M — — Q 20'wide water � O z , a O z_ - one same line L utility easement a nt J a I I a 0 J L J L M r° 4ssr fA 1-------------- n ro NSouth University 70.00'New public street easement 1 III District Property Line 30'wide N N M 1 sew 0'ur" 20'wide and water line�I easement Ff util. easement easement I2.72 ----=-----J L---------------- 75.00' �7a-62-———— 743.94'——— J I � CAMPUS BLVD (Proposed subdivision right-of-way) I 1 \ 45 Exist. 'R.O.W. _ k=zss.17• (Doc.2195612) 150'0 New public OSeT U w 9 wide public street&utility easement(Doc#2410416) �mC 9 street easement 90.00'New public street a slit 0.00' W _ 1 ye ti� Q o o Po�h a > H 3 1°60 o. G °i' @ `` 0 45'wide publlc street&utility easement(Doc#2410416) U J Z E Q Q = H South University Z ~ N Z Lot 3 District Property Line W fn W fn 0 c, 108.26 Acres Z — W Z oi Cs QZE W Q Q N x01- 0 a acnWm � I � I DESIGNED CDP DRS \ DRAWN m \\ CHECKED CDP 6L� DATE 12/18/13 \ � Ca SHEET J UTILITY RECORD DRAWING 1-8-15 C 0.2 274.13' - IES�Af'`C CONSTRUCTION STAHLY -- TRAFFIC ROUTELLI y �9`��OCINT�S��` y � 0�� c Kagy BlvdL g ����0 E�a� �■ I ■■La■■■■■■■■■■■■■�■■■�■■■■■�■■■■■■ ■■M■■■■ ■■■ ■■■■■ ■■■■■■■■■■■■�■■■�■■■■■�■■■■■��sa�■ ■� i U ^a ° ■ t � ■ - N � O o 0 L o� -� - ' C1 W >+ > W O W .y -------------- Z -a CONSTRUCTION -- r � I I I I f----, I I I I TRAFFIC ROUTE ---J z ° I L_____________J uj a. O c r----, I I I N w J aJ L______J I I 1 I II II < F r-m r I -----� ---- 1 ♦A CONSTRUCTION FACILITIES NOTES r---- I I I I I I T 1 i f T 1 a a a a a a } o 0 0 0 0 0 i 1) PUBLIC STREET EASEMENTS SHALL BE MAINTAINED FREE OF CONSTRUCTION MATERIALS AND BE ACCESSIBLE FOR %EMERGENCY SERVICES DURING CONSTRUCTION. % 1 J g I 3 I " 2) TEMPORARY ADDRESS SIGNS FOR EACH BUILDING SHALL BE E POSTED DURING CONSTRUCION. 3) ADJACENT CITY STREETS TO BE ROUTINELY CLEANED OR SWEEPED TO REMOVE MATERIAL TRACKED ONTO STREETS. N :j c� CONDUCT CONSTRUCTION IN ACCORDANCE WITH THE SWPPP - a PLAN. � z a ■ M r2 4) TEMPORARY CONSTRUCTION TRASH AND RECYCLING I FACILITIES SHALL BE ENCLOSED. Q n �2 M r r W %' II 5) SANITARY FACILITIES SHALL BE LOCATED GREATER THAN 15 i FEET FROM STORM DRAIN INLETS. i i II z 6) NON-SURFACED AREAS DISTURBED DURING CONSTRUCTION a SHALL BE RESTORED TO ORIGINAL GRADE AND PREPARED FOR J 5 SEEDING AND SEEDED. NON-SURFACED AREAS WITHIN OR ADJACENT TO NEW GRADING SHALL BE GRADED IN ACCORDANCE SITE ENTRANCE Q) WITH THE GRADING PLAN AND PREPARED FOR SEEDING ANDniiiiiiiiniiiiiiii SEEDED. BUILDING CONSTRUCTION MATERIAL LAYDOWN AND i o 0 STORAGE AREA TO BE RECLAIMED FOR FUTURE FARMING. CONTRACTOR TO CONTROL WEEDS IN DISTURBED AREAS DURING I� o CONSTRUCTION. 7) NO UN-RECLAIMED STOCKPILES OF SOIL OR GRAVEL SHALL Q REMAIN AFTER CONSTRUCTION. 8) ADDIITIONAL TEMPORARY TRASH, RECYCLING, AND SANITARY A�TfT y/ W o FACILITIES MAY BE LOCATED AT EACH BUILDING DURING W i �y CONSTRUCTION. i ; iiiiiiiniiiiI J 2 - J Q Z LL I Q J Q Z ~d O p w (� O U Z > Z Q Z p Z J Q U wx0 � r cn U) uj BUILDING CONSTRUCTION O x O H O Q N MATERIAL LAYDOWN AND c a cn m CONSTRUCTION STAGING- JOB 0 50 100 200 ai� 8�� STORAGE DESIGNED CDP SHACK, PARKING, TRASH, AND DRAWN BAR T CHECKED cDP TEMP SANITARY FACILITIES q SCALE IN FEET DATE 3/12/2015 I SHEET UTILITY RECORD DRAWING 1-8-15 C0.3 ���1NEE9jyc r---------------�________—T E Ir -r -1 85S I STAH LY Stadium Center Subdivis: ion PROJECT BEN CH MARK I ;m n 1990 ARROW BOLTI ON III HYDRANT EL:4935.33 L--------------------------1------------------- I �'OCIRT�S: ____ 1 STADIUM CENTER SUBDIVISION ____i_______________________i____________ CONNECT TO EXISTING CONNECT TO PROVIDE INLET PROTECT FOR EXISTING STORM DRAIN INLET R DURING CONSTRUCTION. CONSTRUCT SEDIMENT TRAP s' DRAINAGE WATER MAIN EXISTING SEWER EX HYDRANT ClLVERT EST ifd v' g3�z. BELOW GRADE OF INLET AND CLEAN PERIODICALLY. EX HYDRANT 0o w so so so I^ C� PHASE 1 BOUNDARY �^ Q oo��® I II ST ST. m U C V N N - - O � o STpRMWATER �' V/ L U m�i o RETENTION BASIN � IN lffi � vvv vv ,Li BOTTOM ELEV _ - N �0 4928.0 -� i � C INLET BLDG 7 BUILDING 5 BUILDING 3 °� CM i 12 UNITS/ 12 UNITS/48 BDRMS. 33 UNITS/105 BDRMS. 0 W 48 BDRMS. = I GR VbZZ N i I p TR > w r-I Ince _ im L ER SIZE B v�i z m Iim w ro �'•� STUB FOR FUTURE b b -- B IN ET MAIN EXTENSION T ) s m ? i" Z 0 r m 4940 w LT Q �® STUB FOR FUTURE a 8 ROOF ^� 1 MAIN EXTENSION -- A E IN 1DRAIN } CULVERT DRAINAGE 1 j L `.moo N DETENTION BASIN j T 6 O c�a Q OUTLET TO MANDEVILL EEK LL N I j r m z I II I 'ii i Inn i i i 4iwi (/� 0 L 2 (FUT E PHASE) r�:,ll jm a a a a a a m I m T 1 U U U U U U � ;= z 9.82 c. o z � � Q = � c� g g o T w a FINISHED GRA C R E _ Im � CONTOURS(TYP < MAC ,g d K U m CO)Li - w w Z K 0 W 0 J Q 1 _ 00 p g a Z Q 1 O O B NL T H 1 i 1= 1 m - �2 1 FINISHE R � M 0 STORMWATER __ C N O RS P Q r0 r r p0 DETENTION BASINBOTT E 4931oM EL STUB FOR FUTURE 1 MAIN EXTENSION -- vi z 1 I I PHASE 1 c� tD PARK a a.. $.. 'E M°To SfORMWATE z m 8 6 -- p STUB FOR FUTURE q q DETENTION MAIN EXTENSION BUILDI BUILDI WATER AND B w Ez F ERVICE LINES (TYP _ cJ m �o EXI T. HY DETENTION BASIN N - - OUTLET TO - ( N TYP MANDEVILLE CREEK I of W ROOF DRAIN RIP-RAP APRON 1 =_ PIPE '/AT INLET(TYP) BLDG 8 BUILDING 6 BUILDING 4 I I w v 12 UNITS/ z 48 BERMS. 12 UNITS/48 BDRMS. 33 UNITS/105 BDRMS. I ; J 1 > I I fn 0 -------- -- --- ---- --- --- ---------- -------- `�----- ------------------ - - ------------------ ----------- 0 J Q w Al h Q H J Q 2., Z Hfn — Z C G Q fn � cAO I 3g• O., 5. AIN J >LU Z a z — STUB OR FUTUR ' o MAIN E NSION w Q Z 6 Z ______ _ _ ___ ______ _________ __________ ________ J Q m II OT 3 TURF PHA FOR FUTURE IN EXTENSION --- v� wx0 � WITH AREA DR FOR OFF-SITE DRAINAGE J (n = w > Q =11 N d rn m j � I I4" ®1 0 25 50 00 DESIGNED CDP 1 -- '� DRAWN CDP 2 � �� �- CHECKED CDP 1 1/13/13 SCALE IN FEET 1 DATE UTILITY RECORD DRAWING 1-8-15 SHEET C1 .0 EST I -------------------1- STAH LY I IIL--------------------------1-------------------------I' _ I'I EXISTING UTILITIES _ �9sJ'O1910 FM so sow ' E Im I V� I W 7,.30" .. .. 15" f— / 3.. Q O LID m I li V c , a a "-7-27 ' p o/ - METER - - . - - - - ------ - -- -- - r ;� U) L a I - METER U) N o r a BANK G. Q O IqIa�w I BANK = a c N �i I I ob ME Elt C O — METER BA (2 Im Z W N BANK = _ _ ca 9_ 6" P4, i / /' b b -_ 9n� 2U) _ .8, li li #III Im Z •�oa I I I I w` ; c CO Y I � — I � II' I O N Illa 10 Un fl UTIL11 Y fF � = SLEEVE S VE J v" r Q cc) N r O I— CO METER I f BANK UTILITY N I EASEMENT 'S DO o a o_ a o_ a (HATCHED) R ��' 0 u 0 u 0 , I I g RA UTILITY 0 SLEEVES UTILITY + w w 3;: TYP V In o a om a z It SL V 0, u ' n iu I � c E n \\\M\ TI o N\N M O \ rr I I - r _ _ I I METER BANK I PARK METER METER ME r BANK BA !U ST T � IlIII1�llIIIlJfIlIII1��lIIIJJT1lIII1�IlIII1�11 w w Q ------------------------ - UTILITY M N Z > H J _5 3 J Q a Z 36" ,. # 6 I— T r� W� J fnfAZ ---------------------- - W L9 O -- ------------ - - - -- - - Z > Z Q Z p Z TOP BACK OF CUR _ J B it Q CURB FLOW LINE UTILITY RECORD DRAWING 1-8-15 °x W _ = ono TYPICAL UTILITY SLEEVES m a (1) co SCALE 3/a' = 1' 30" BELOW FLOW LINE DESIGNED CDP �1 a'unuTr CONDUITS FOR 36" BELOW TOP OF CURB NOTES DRAWN CDP I -Gas CHECKED CDP 'I -POWER 1. FINAL LOCATION OF UTILITIES AND SLEEVES TO BE 0 25 50 100 12/9/13 -COMMUNICAnONs(3) APPROVED BY NORTHWESTERN ENERGY AND OTHER SERVICE DATE -IRRIGATION II -STREET LIGHTINGPROVIDERS PRIOR TO CONSTRUCTION. O O 2. ADDITIONAL INDIVIDUAL CONDUITS OR SLEEVES WILL BE SCALE IN FEET 4 SHEET REQUIRED UNDER SIDEWALKS, PARKING LOTS AND OTHER HARDSCAPE. Cl 1 I I I F-------------- -�________—T l I 8$T I �- - STAH�I LY PROJECT BENCHMARK i n 1990 ARROW I BOLT,ON HYDRANT EL:4935.33 I I I I I 4CIRT�S� L--------------------------1_________________________i____________________-__________________ ____ L____________1______- _______________1_______________________1______ ____J STADIUM CENTER SUBDIVISION CONNECT TO i EXISTING � WATER MAIN EX HYDRANT EX HYDRANT W PHASE 1 BOUNDARY �I ST ST. U C V N N 30" z"7-"30' .. .. 15,. v. i O ��o y ro. 3 ,^ N o V' maQ ------------ ------ N L U o 6 ROPkI ' BLDG 7 BUILDING 5 BUILDING 3 °b L 33 UNITS 105 BDRMS. c o 12 UNITS 48 BERMS. � 12 UNITS / /,. / .a W 48 BDRMS. _ [ - Z (D I o ¢ > L C c W W •U) a _ Z woo / M iiiiiii b b -- 1J-1 rv~i �F '>Ib� v z 8 I © i STUB FOR FUTURE _8,. 6,. _ _ _ _ _ _ _ ____ ___ __ _ t - ------------- - - - - - -- - - - - - - - - - - - v W / MAIN EXTENSION lil -- A E IN a " ^I a 1 Q 1 Q cc N a w � o 0 L 2 (FUT E PHASE) a a a a a a a I III m I m000000 I ; U U U U U U T1 z 9.82 c. ---- TO Q I FINISHED GRA al r Ei _ I CONTOURS(TYP) MAI - j d_ a m O '••� I i , W U Q U N K Lu i O O ,s O 0 o g a o z Q i l III _ it CNNO RSR P T \\ E o STUB FOR FUTURE PHASE 1 MAIN EXTENSION " STORMWATER PARK - 6 - -- - - - - - - - - - -- - - - - - - - zm 8,. 6.. 8.. Z � 7 � ; - --------- ----- -- ---- - - - - -- - - -- DETENTION �_ N I w E - I BUILDI WATER AND B j F ERVICE LINES (TYP _ cwi m �o EXij I T.. i E d HY LF N I W I I I I BLDG 8 BUILDING 6 BUILDING 412 UNI / j=[ w w it i 48 BD S. U /48 BDRMS. 33 UNITS/105 BDRMS. I I ________ __ ___ ____ ___ ___ __________ ________ L_____ — ------------------ ------------------- ----------- J Q w Z H J Q 2,. Q H to = ~ C 0 d � 0 N I 36" 0.. 5. Lu AIN W Z z > Z 2 STUB OR FUTUR H _ 3Ei MAIN E NSION a Q ? Z i----- - - --- ------ -------- -------- ------ / Q OT 3 TURF PHA W = LU Cn LU UTILITY RECORD DRAWING 1-8-15 ! Q = o o acnwIII I 25, 'w DESIGNED CDP OELY.O."z DRAWN CDP 0 25 50 100 PR.`]96�5PE v CHECKED CDP DATE 11/13/13 " der s�•'.G n SCALE IN FEET SHEET C2.0 lISCnf��yc STAHLY Lu Lu 90'FITTING TEE OR CROSS f m RC F 6GREy( � CO m N�2 E a F-k cl) co 0 • O v0 J reuencm wn+eY,mF3 ,°��scfs,ls asFlans k L a+c fieRm1 I laaxa a�axarls.= ... _ .... L Q O a LL w an , < C z �� �W-- saw 0 m 6 �u�cm °o i1S - "' .r•--.^�,'� 45'FITTING 225'FITTING k 1 W y � wa f FITTING RESTRAINT NOTES: Z Y`ka )lnmsm Ft8fW3z R�4C,E RR1-wgpl5 a YD-1.A L6N6R € E��� xmoec.m ,. ➢ 1. RESTRAINED JOINT FITTINGS MAY BE USED IN LIEU OF W • yo; R �` . - I -- THRUST BLOCKS INSTALL ALL RESTRAINTS INLu O� �, {? ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. •� L 2. RESTRAINTS MUST BE INSTALLED TO RESIST PRESSURE OF Z �05 200 PSI. CALCULATIONS BASED ON POLY WRAPPED � m DUCTILE PIPE, SAFETY FACTOR OF 1.5, TRENCH TYPE 5, '� m INS„8FCW9RC P iF➢LS IN616�hrwwta,INn"n.laEaw ats vw,hnnrc.:[ohJnP`&wtur2a.'Yn tittam. Q N . 6' BURY DEPTH, SOIL TYPE CL. O h m ,ulgtit�.Rwvlwwlv>:I6mar ,,- •'- END CAP OR VALVE 3. WHERE APPLICABLE, PIPE LENGTHS ADJACENT TO FITTINGS Z _ 6 Lam'nm_tluLLlY qt�ads L t0 N a, �eauo,slioloz ��g` a W9€G!DN�+61s IgnpyFs u�w WN6at sp IgF`whel[NCRWc% MUST BE RESTRAINED. TYPICAL RESTRAINT LENGTHS W a N rn - �� FAgY.,, tn1 �-+ts'MV ae 116fd 11N II.tEV 9F� `m5�&Idate, 1�9,fE'�k4(�C�G;rbespECSR4`25k Iwv4R4 o�NN� • kt ,ad'�'IFeoBWbR REQUIRED ARE SHOWN IN THIS DETAIL. 6"3lPRIN6 IL',MES ` N� 1 .. /�6Nil4G 4m hcppp'.pm IEflWK Uhd+F[N5,5gpakgS hkfh flf SlBCP IN'Y7�i IdR t@OHfREfL IdIRi�Y�1�55 r � 1 sPnlwnkl2 Sp7ffi5}�}pas I LQUE - -_ �xa 4�a2t.-u. a J 2YPICAL 6t3IWr�`YeEK6N#�R.S I c. 4 Tk2FPJ!�"I_B1t_E3RI�It1$ #f?E6,fYr:� '"©�'�Ci�E°MAN- SCALE: `�'=-`' PIPE SIZE 4" PIPE 6" PIPE 8" PIPE 12" PIPE T o ISUPPARA S9,ZE1 CvN' f SEER 9¢I i1N�'Yl'�R i f2 - rqWp NONEL B W_ � 3'$��",m39$ y 00 s o R3t1M6, - FITTING L FT L FT L FT L FT Q LO a w w -- - -- --- - _ 90°FITTING 11 15 20 28 F.. t,7 p NOTES NOTES NOTES TEE OR CROSS 5 6 8 1 1. WATER TRENCH TO BE CONSTRUCTED IN COMPLIANCE WITH 1. WATER VALVES TO BE CONSTRUCTED IN COMPLIANCE WITH 1. FIRE HYDRANTS TO BE CONSTRUCTED IN COMPLIANCE WITH 45°FITTING HORIZ. 5 7 9 12 v, MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 22'FITTING 3 3 4 6 02221, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. END CAP VALVE 44 62 82 117 } a a a a m U U U U 2. TYPE 1 PIPE BEDDING SHALL EXTEND FROM 4" BELOW THE 2. ALL VALVES SHALL HAVE THRUST RESTRAINT. IF JOINT 2. SEE PLAN AND PROFILE DRAWINGS FOR HYDRANT LOCATIONS, 45'FITTINGVERT. 19 1 26 1 34 1 49 PIPE TO 6" ABOVE THE PIPE. RESTRAINT IS USED THE RESTRAINT SHALL BE ADEQUATE TO DEPTH AND GRADES. o WITHSTAND DEAD—END CONDITIONS. FITTING RESTRAINTS DETAIL z Q g 3. DETECTABLE WARNING TAPE IS REQUIRED. 3. HYDRANT LEADS TO BE MECHANICAL JOINT. IF JOINT o d o RESTRAINT IS USED IN LIEU OF THRUST BLOCKS, ENTIRE HYDRANT HALF SIZE: " = 1' F vl LEAD TO BE RESTRAINED. FULL SIZE: 3/a' = 1' z ? - 0 UTILITY RECORD DRAWING 1-8-15 N I � V1 . -a o z im F 30M1'§'AT4R'i'N I I. �M�i Mmwv� � �y.°Mf°�M ��451€'2 ECIa-t�e9Z I N M .. SCE {.�i_ �k,F I, :6R4VM!Y 5.cwr..LE 'a -.i _• e"k4'" ,,' ra'S ,Yme[R fMVCRl2lrt�h pRts+� -- d?I �€n QY N M I - r bJ �mttA. f o a Y34taW,4 E4"IFTM1pWN3t - IfA61N 1�.Ip_uxe:IBUM65 � s6`3Enfi orNd SlkuSY PItCd ��c++eamge+rRusr;.ehual o W''Nes m ,, 'a, ' ! tw:§.w _.._-:rsma aema we .:g`" �motX mz ruJL 1s4. ":mz snm�.me 'SW4'R6 N+S BMW a v�rceq;�e.. a ✓i -_ �IIG �9n utPt n ri°t�,�t c � ,."_,_.•_—_ -.___ �� pth � rn�v>� ,�'� �„�` � _ �r �rw..tu„a+ ;mac _ n r` ,� #, �`�"� � U « 1r n� R...° tEER, g _.. .. " `� _ Ida'>p`,wy rd ;Ax Cvs>acmHH ,ru.,..,.+s6 x6se u,cla+le° LL as *! ii%i riiiiii ifiii °C t �.._ Z: �. s I J Ji�r�r��i,rlri��rr, f- rx r2 ::-._" rifriiiiiiii�iiifi!ri�riS.scN �xx-pf-F-- - -- ' .- - - p. �,.- „f-. ke.s.at�'a�.w•,°: sue„ "�la '" } J Z ue'Re� — 1 � r r i,SNy _ __ tm� "�"�' _ - � 7"4� ���> r�r5�, �f�� � �,�"M` •a",r`ew�.n�� �we wa W N W U) > Z_ a r w aqa,• 0 C I cl) Z o _�, � 1 ... �� ✓Pk� - i _ .- ^ate,_._..! �;�h"�Y.c.°'"'�'�I m m. �66�ilw�§in "� e _ _ a .. Q Z 0 C � 2 '. Iry Isa+ M, 1#,� ..4i'ca,btt;R� n,4s L "°"c vrw° ,unem m:e oc>edlasuNUR.sz_mw w,u•, �r•�, I:-`,' U Z ' 4 ramm "sR�wnF awe�`anc ors`.. ear�c va6�ee: �� aa. wsaMw emsews wur,:.n,s�Irurz eea, :,:_ r Ja EANDARD FIRE SERVICE r= wwa�ro�R�t+w�w�,h�azsw� I Hier+€: �rrxlDs.eQzes�vek � = `ilnE IysrnLnnorl W W 2 =OF 2 ti ' � ��IRev, A r 2DDfi: 1 myµF b ���- WR.0 W55 I.II k III SYSiEUS o Ct1 � M �4`TSB E ILRAi_i[N'GIISCA9 f. INoe o25 oo315. a Y .:$9�z�k' $ffnftm _p`LEk eanT� It, s�Ymm E &2 b� a = ono acnwm NOTES NOTES NOTES NOTES 1. WATER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH 1. WATER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS 1. WATER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH 1. WATER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH "' CDP MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02660, MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 5+„ T DESIGNED CDP 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. DRAWN CHECKED CDP 2. SEE PLAN AND PROFILE SHEETS FOR SERVICE SIZE AND 2. SEE COB DETAIL DRAWING 02660-17 FOR ADDITIONAL WATER 2. SEE WATER SERVICE PLAN AND PROFILE SHEETS FOR 2. SEE WATER SERVICE PLAN AND PROFILE SHEETS FOR DATE 11/13/13 LOCATION. SERVICE INTERIOR CLEARANCES. ADDITIONAL SPECIFICATIONS. ADDITIONAL SPECIFICATIONS. e NOTE: THE DETAILS SHOWN ON THIS PLAN ARE PROVIDED FOR EASE OF y_..' SHEET REFERENCE. OTHER STANDARD DETAILS MAY APPLY. C2.1 F- FINISHE R C N O RS P V BST C� 4 1 STUB FOR FUTURE H3 H4 STAH LY PHASE 1 MAIN EXTENSION N f PARK 8 a" 8., cc STORMWATER i 8„ 6 _ 8,. 5 = S' 6 z Nw ' 091 DETENTION ; 4 Y o w E B BUILDI WATER AND _ W � Z E !F ERVICE LINES (TYP = aU m EXI w w / 'n = h HY om t r M = W 4° Q ��m�O E lf� i U � al BLDG 8 BUILDING 6 BUILDING 412 UNITS I o J l48 BDRMS. 12 UNITS/48 BDRMS. N 33 UNITS/105 BDRMS. =I o o r a -------- --------- --- --------------- -- µ -- C ( -- _ — ----- --- O O O (D O O O O O CD O O O V + + + + + ++ + + 2 0 cD of N N N " � W — + — — — — — — L.L L 36" 0" AIN W C � 00) STUB OR FUTUR ° W MAIN E NSION Z 0)od -- - OT 3 E PHA Z o �00 1, zw W � o� ' m 0=U o Z) Q N J � 0 � N Q �o � v/ DRR 0 PpaE F t,a5�r51�E y > o 0 0 0 �E 0 25 50 106 z i z o W a g o. a � SCALE IN FEET 1 Z = o W > N U N N W 3 3 w J > w a 4965 w O o ro 4965 N .,, a a a n .w .� �z a Z\n n m NQ Q Q < 4960 `V o a 4960 z n M � M n > rn O) � O w W X U H O � W (2 D r W Z 4955 N 4955 N U M Q J ~Z 3 W W~ O 0 col— X- Al VIw HN NNZ NN Q UI> >� L r 4950 4950 Q g4% J W V GRP� HED LL N 4945 xis �.16% OAD OAD CL ED GR ExiSTi 6.5 MIN COVER 49�C a Z F- 4940 5 . 4940 z > 0 W 0 0 APPRO SEAS N Q J Z > Z -- Jm QZQZ M 4935 --- 77 W 2 q Z� W d yH = W N D 4930 W o Q Q 2 0 H Q o 0 4930 3 V d i m W O N Z Z — X DESIGNED CDP N N W DRAWN CDP oo� Q 2 >z 4925E z° w 3 0 4925 CHECKED CDP > DATE 11/13/13 N W J Q Z SHEET Ma 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 /2.2 \ STAH LY I Eo 8 SPACE 2 SPACES o I Q oc�om�� BUILDING 2 x BUILDING 1 I z L U a x 16 UNITS/56 BDRMS. 9 UNITS/41 BDRMS. a ^^ v'' N �o --- O W — J c� �0 ' H5 o + Qc SOUTH11THAVE pr� as Wo L d Po E Mn ACCESS C O W N --- --------- ---------——— 3H7----- 3H0----- ffO ———— ---9R6 .6----- W 0 E 1 D C Z fn o 03 cn = W � �N fV > m } a ^ ILII F �— E a°w JD cn 0 25 50 100 0 25 50 100 z o SCALE IN FEET SCALE IN FEET o z a o > U U N N W clf W W Vl � 4970 ~ 0 4970 m 4970 - w v Q U J W Q M r r K Q x O O N O \N M\ d W 6 N M C 4965 4965 0 ~ 4965 z a f _ W X +O X [p U O Z Q I Q Q 4960 J 4960 4960 ~ v� v s _moo>w �Q .zQOo azz nzz Z O W K m N M F m 0 H Q<p X QZ xd'Z QZti QZH r ~` (/i of of I�m Q ~J Z Vl U H N U�i N U Q 4955 `�� `�"- 4955 4955— (n r W 4950 4950 Heo dQ z 4945 4945 �2 4945 Q Q O Z 3 5 DRIVE ED GRA W J Z Z r Q Z Q Z 4940 ARP 4940 SH 4940 d J Q 0 6.5' MIN COVER = W = O H j inN / 4935 4935 -- --- ---ox_S-- 4935 �Q O fn = O ~ O cx dNa' m 1 Wq TE -' " DESIGNED CDP - DRAWN t CDP 4930 4930— L CDP vr �g� 4930 DATE CHECKED tl 1/13/13 ------------------------- ----------- SHEET 9+00 10+00 11+00 12+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 C2.3 n vn o � � s� �c 03 \1 K a STAHLY 0 6 6 O Z � o> N ir�--i cn m mO�ZJ AzUmz mZOrC�N JlZ , o--onyyoO �mm�Eoa o -�II VW Z p QOQ L rn�maaaora�m nmNaK 0 m 0� � 1 aw0 zzC 0 mo *� to v^M Wz zm +) >( X 3 Lri Ln CLnEb W >% 24 WO W �vw Xp L v^�------- M- 6" �z v ^X tm od 2 IL cn "' o mo I o1 Z L rn i N� W (L LAN z m I I I ----T--+ -� M,.B } -o w Q Q C r- cr J Ul o a w W �o w co C _ E t a� Z C y r m Q 00 tin r z- 0 nm 1-4 E o C xm W Z o x Q x 10 25 100 0 z - o W G a o N> m SCALE IN FEET oLL Z 3 W O O O O d O Z O JD H Jti F IT, Ld w 4 O cOW Mw raw MW NOti (n J O J Z O F N F F N a a a 4960 z o z o } + - + + o w + +w z 4960 a +F > U Ul U M VI N fn >d fn In H H X - F I- H o x N M N N N Ql M M N fn H wL J> O N M a 4955 0 3 v w z a o 4955 z oomw }J Q W M W W J 0 W ^K r O +U > +W> +W> + W N i< oJ- 0 O z QH_ 4950 m �Na oa` u�aro �ro� metro m�� 4950 a 4945 4945 W co W U 3 4940 49� D DR7 0 W > ~ 0 V D RADE S AN d V J a N FINISH Q Q Q J Q N 4935 - 439, Z LLJ > Z 40 Q Q O i L 51, C 5 ---- pi nQ M Z ; Z o J N Q Z Q Z d 4930 W WA � 49?% M O x o z 223LF �n W (n = W n ztO N vy F i, 151 F- D Q M N z am av m a sjr 4925 J o M x a w > EXI 4925 O = O H O � cn acnwm �Pbq x a w w Z 'Wz o oo>o m�n� MAIN R AIL CDP - �,�.Nd. '.S DESIGNED m a a > m_m ro m m CDP iJ J DRAWN w 'r 4920 o o a a = m a 4920 CHECKED CDP DATE 11/13/13 8-10 SHEET Ci2.4 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 EST -y -y STADIUM CENTER SUBDIVISION CONNECT TO ------1---------------------- -- I -- --- Z CONNECT TO STAHLY E XISTING WATER MAIN EXISTING SEWER EX HYDRANT EX HYDRANT --:�� W W 1990 SDI � �9`�sOCIRT�s�`. .30.. STATIf ST.D.. S, .. s.. U)//� b Lu ��D c El x N a BLDG 7 BUILDING 5 BUILDING 3 r L— U �a — O ~ 12 UNITS/ 12 UNITS/48 BDRMS. 33 UNITS/105 BDRMS. b cl) (o 48 BDRMS. I (n o o x _j vi Q N u m C CC,-) L a - C 0 7 Lu W 53 _ '2 �. j + O (� STUB FOR FUTURE 8.. 8,. W O CD MAIN EXTENSION A E IN H6 I Z 47� Z 0 �mm�� W � CNN o N�� 2 (FUTE PHASE) co LOT 1 W Hs io Q a 00 N 9.82 ac. Lo 10 1 SOUTH 11TH AVE CD~ m° - FINISHED GRA a Po E ACCESS CONTOURS(TYP) MAC s I LJ m0000 n n r n n 0 25 50 100 I o zo Z w 5 0 SCALE IN FEET o a m o m Z Z N W W 12 V W w N r N 4960 0 o 4960 - a a a wo o ED o m p mo O m J \\\\ a n h n m N O O O O W W a O y Q N M Q O W U K d w N W Z O 4955 M nw> a n 4955 O Offi W W W m N UI J R N W O O + +K +W W +J + j +W H> N�_N~> m �J > mm W 3- a W - 4950 ^J �mm a a Nm v � Nro = z n� ��� pro? �roro ma ���m oz 4950 4945 4945 Q W U a J W LL 3 4940 X nN 4940 a0 � o JQ N NG LOi E Q J Q GRAD 1 K Q J Z (D H (� F- a 4935 NG G ADS 4935 Q Z f/) W fn O i 6.5 MI COVER Z Y 0 W C7 C N Z > Z G 1LF 51 Q � _ 4930 C151 340LF 8 J Q Q Z 0 Z W 4930 d dLu i za Q b N 4925 z 4925 3., Z d N m w O N m Z C D P p DESIGNED o > RAWN C D P +w 4920 J Al DCHECKED CDP �ZzjlgQe����'w' DATE 11/13/13 GSHEET 0+-50 0+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 Ci2 STAH LY e 1990 9`�s4CIRT�s� �In w v t PHASE) I Q o QT I W H5 U Eoa� tea " 9.82 ro SOUTH 11TH AVE O FINISHED CRA a Pa Exln N ACCESS co �/�/ CONTOURS(TYP) l MAI - y� K N oaa � I rJ Q Cil� u7o aw0 Z N_ FINISHED 0 RSR _P ca L I..L > W O STUB FOR FUTURE H3 o Eo H4 W •O— MAIN EXTENSION + + + + + vi G7 8" in co N E Z_ cm, O .>w a" s N� w = - BUILDI WATER AND z FFF } -0mm o ERVICE LINES (TYP = U m EXI - - a HY J s �vJ N _ CO X� M - � � N dl�iw �n o BLDG 8 BUILDING 6 BUILDING 4 � 12 UNITS/ 33 UNITS/105 BDRMS. = a a a [48 BDRMS. 12 UNITS/48 BDRMS. > o o a o 0 25 50 100 m U U U z o z zo ~ G a m O F SCALE IN FEET UD Z m = o 5; U U N N W z � V W J N 7 4960 m 0 4960 w v o p p m m o m o J a N W m O O m p m Y N O N M n m O O N W I� O O ¢ W [p M M U M N O J U ifl U M W U M N J p U K R M N W M U Z N M a 4955 0 �_ > o 0 0 >o m rn rn 4955 v v ro rout rom y aut > a� cn>No' °'co �F> w> r7 iO V) MmwM NW> _ > NK' + O_ + > +W N Q>N N J +W J + +¢ c0 Q- > cp_� H> +W W J+ + 4950 N°co o 4950 4945 4945 Q c W W U_ a SOUTH RgOF HED GR J 3 GR DE UO S LL N 4940 Ex, 4940 0 �_ j H J Q O H J Q Z (' H (n = ~ a 4935 LF 8,. u OF 8 5t 493`' Q Z fn c Z W` (7 0 APPR X 5 TER Q y� Z / Z 4930 N 4930 J Q Q Z Q z d a J xN M Lu UTILITY RECORD DRAWING 1-8-15 w ) �_ = W �z Q N am QN Qp �� a0 x0 � 0 4925 0+ o+ 4925 - N d i m pf w z co o w J >p w J a L DESIGNED CDP 4920 + a + +~>> +~ J 4920 a DRAWN CDP 2 s 11/13/13 m o Q _ ? DATE SHEET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 C2.6 m - STAH LY D� 2 i D� — Z m D z m m 9`�s4CIRT�s mm Ln mm zA X O m X O m n �.O N C C //� O A O v, m W t W W+ 11111 111 4 ' Q o N a p U aN m P OC S 33 SPACI =------3H� — Z Q '•��LL � QN°).PACES 3 SPACE C Ln _ Eb 1. BUILDI ZBUILDING 2 WN 16 UNITS/56 BDRMS. 9 UNITS 41 WLz co 06 Z0 W � -------7H0 xo1roNN2 �wc�a Et x� M.. c Q m °N'a°w n= n 0 _ 0 �m 6" L Vl = d a d a -- — - < U U U U 0 25 50 100 m 0 25 50 100 WEST PARKING LOT EAST PARKING LOT z O � Ga � SCALE IN FEET SCALE IN FEET o U U N N 0 = N = w O Z O ¢ Z N a 4960 F ~ 4960 4960 w ~ 4960 w v O Y = O 0] Y O \\\\ Y ¢ Y OJ O ¢ N M ¢ ifJ N N [p t0 d !n a U J Z M 4955 4955 4955 °' 4955 J rn> rn rn o J > rn °'o In r N I m W O I C N Jul Ul T 0>C O W W I 000>N W> W> > � W> � cD p +W J } W }~> }J W } W W J} J}J J} W J }; }J J } >}W }w } O 4950 z n 4950 4950 n no?nm? nro? w v w rov''v v°pz`~^ 4950 TING G.RADc Q 4945 4945 4945 RKI 4945 ISHED AST W 0 U v ARKING 18 q,3 CL FI I iy Z N 4940 L43% 4940 4940 s a SHED T % ? Q J Q / 6 5'MIN COVER G a J Q 4935 8,. 4935 4935 4:a Q (/� U� W ( Z 3 0Oc 64LF •• Z W 0 ' Z G °X sE 51, C Q Z _ a Q Q Z Q Z e 4930 4930 4930 49 C Q W = 0 M o RCX HIG H � QDwN °WAr a s x 0 0 4925 4925 4925 -- 4925 W d C CO DESIGNED CDP PJJI1�3 {3EL � DRAWN CDP 4920 4920 „N 4920 4920 CHECKED CDP — — DATE 11/13/13 SHEET 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 4+00 5+00 Ci2.7 STAH LY 9`��4CIRT�S�� b U) Q 0, �a U^) N o� o� L U� maQ Z ¢w _ v, O ar o w Q J Ln�a w _y c S �v/ 3- L 0 w C O Z Z W N z � � i Co coW O� W Z (0 06 g Z O O W �N DJ r c ozc q 9 � � c�a 2 E2 x� 5 _ Q � N a w O 'w I�CO NJ 0 25 50 100 0 25 50 100 > o 0 m U U SCALE IN FEET UTILITY RECORD DRAWING 1-8-15 SCALE IN FEET z g z o a O d o W N W � O Z W � w � a V (n — N 4965 4965 4965 4965 w v o cn z ~ + N w 4960 4960 4960 ^ > Z z 4960 M d W W W a o e ILI 0 3 3 J U 2W awn LL 4955 N W 4955 4955 + x> : > + z +o +o +o 4955 O a Z r 4950 w N o 3 4950 4950 494 .o0 4950 Q Q W> >> I�mN Z U a CL `W` LL 4945 x z z w o> o> N: N ro N w w 4945 4945 5 P� 4945 W m N cRro (� 5 J Q lur Q ~ J Q 4940 ADE 4940 4940 6.5'MIN OVER RESTRAIN RIS R PIPE NTH HRUST 4940 w ~ y Z 3 W O w Z � Z N -0 Q Z Q Z CL EXI PACE 4935 e 4935 4935 4935 J ca 6.5'MI COVER 0 4" Cl 51 D P. WATER �ERVIGE M W = O G F— 0 Q N 4930 4930 4930 4930 A " Q J 2 0 H O � m acnim 4" CL 51 D.I.P. FIRE SE VICEq CDP 4" CL 51 DI.P. WATER EERVICE r^+ g,y` DESIGNED CDP DRAWN 4925 4925 4925 4925 CHECKED CDP DATE 11/13/13 SHEET —1+00 0+00 1+00 2+00 3+00 —1+00 0+00 1+00 2+00 3+00 C'2 8 STAH LY 9`��4CIRT�S�� I ro ^ N I LV a t o —co min O 0) VwNN w�o�ca 0+96 0 1 II I 4 P 6 oH � IIII n co i N Ln o.ji_ cli o CO Z �LV � -ca + W c Lu o Z cnod >0) t, Nallot rmo�N�x, a LV � U o a w — H E ron �m$ " o �WwE Lo II L � I 0 25 50 100 0 25 50 100 0 25 50 SCALE IN FEET SCALE IN FEET UTILITY RECORD DRAWING 1-8-15 SCALE IN FEET Z g z o a O d o W N W � U Z W W LL j 7 N 4965 4965 f 4965 4965 w o w N > > \ � K K K M M W W W W O W N 4960 w 4960 d 3 3 3 4960 w 4960 Z �+ > O > om m � W K K U N W N W r W W W K K +J�> +UI'll +U' +U� a as 3 3 cn? >o? o o o> o> F 3 - > �> rnm? m`n c~nroi�ro v~ia i�a ~n ~u� c~i�ooiw rnw o N 4955 4955 4955 4955 U J J w J cDwM EA M N W W W +wo> +J�> +�� �� a� N W UI z >U Z p> p> O > ti> Rc r m J a v~i mxNo� ~vNv �o� o� ELEV 494881 JJ w wry �w O Q 4950 4950 4950 w z ;w z + z o> +Q 4950 FF ELE 4947.81 ISER ROOM o f o a W 0 N N N N a f/i O�w V l O> 3 4945 TOP 44 FLANGE 4945 4945 494.`. Z = Q J a ELEV 4942.02 F� G GR FF ELE 4941.62 (RSER ROOM) J Q J Q CL ADE _ ELEV 4938.50 a ~ y 4940 4940 4940 4940 W O O 3 c E FF ELEV 4937.50 RISER ROOM W C EXISTINGco Z > Z w 6.5 MIN COVER 4 CL 1 D.I.P. FIR SERVICE > Q Z p Z 4935 BLOCK AND THREADED OD 4935 4935 RADE CRAWL SPA E W N r J Q r O uW) w _ E6.5'MIIN COVERLu D N BLOCK AND T READED ROD 4930 u _ �J 2 O � O Mpg - , 4930 4930 4930 LL m d m . � DESIGNED CDP DRAWN CDP 4925 4925 4925 4925 CHECKED CDP DATE 11/13/13 WATER/FIRE S RVI - - SHEET —1+00 0+00 1+00 2+00 3+00 —1+00 0+00 1+00 2+00 3+00 —1+00 0+00 1+00 2+00 3+00 C'2'9 STAH LY 9`��4CIRT�S�� Lu z� s o, wv�iam m U w aN m Q) Q N CD 71 17 06 C_ 44) _ C O es 9 BUILDING 8 Z Lu N + cO W z coi c C 0 I Lu Q'^ co m o 1+ Lu co od � Z v I Z L �,I 2 V N(L N �HNN' N o _jj C�O� 17 O U) �Q 2 O X� Lo 0 co CD 0 25 50 100 0 25 50 100 0 25 50 100 > o 0 m U U SCALE IN FEET SCALE IN FEET UTILITY RECORD DRAWING 1-8-1.5 SCALE IN FEET z g z o a O d o W N W � O Z W a N 4965 4965 4965 4965 w Z W M N IT W Z 4960 z ~ 4960 4960 N � � � 4960 a s m m a as M M d W W > H> 0 M m> y m N m v as 3 m g mwJ u�w nwM - > �> o m^ om z w woJ JmJ + z +c� +o +cue 4955 4955 O 4955 4955 > > > _ WM �W H 2i li NZ >UZ UZ 0 U> J J � � J> > O K K Lu W Z ;K Z + Z 0> +Q N W N N UI (n N m N m J LL M M m M w Ll a x N N Vl m W (n D7 w a N O 4950 4950 J> In w J a oo m J m m 4950 4950 0 rnTo OF Fl ANC,F wo> Jm> + z +o> +c� +c�a W 0 - ELEV 494�-89 4 46.50 � TOP F FLANGE N z > 3 ELEV 4944.85 N N y N ro N w FF ELEV 4945.5 RISER R00 Z N 4945 4945 4945 494. Q FF ELEV 4 43.85 RIS ROOM (,� Q CL Exi�TIN CRAWL SPACE Z 0 J Z E E EV 9419�0 4940.00 Q J GR NE J Q ~ = H 4940 r65'� 4940 F ELEv 493 .00 R6ER OOM 4940 4940 a co jZ CL BLO K AND THREADED ROD Lu � O COVER RESTRAIN RSER PIPE WITH THRUST ACE 6.5' MIN COVER V 0 j Z Z _ _ E GRADE Q Z Q Z 4935 4935 4935 4935 r = J QC E6�5' MIN C VER ESTRAIN RISER PIPE WITH TH UST Lu LC 4" CL 51 D.I.P. FIRE SERVICE LU ClQ 2" TYPE COPPER W " _ J = O H O 4930 ' 4930 4930 4930 LL m d W IX CO CL 51 D.I.1 FIRE SERVICE CDP TYPE K COPPER WATERSERVICE DESIGNED CDP DRAWN 4925 4925 4925 4925 CHECKED CDP DATE 11/13/13 hi F=9L ATER FIRE SERVICE-BUILDING # - SHEET -1+00 0+00 1+00 2+00 3+00 -1+00 0+00 1+00 2+00 3+00 -1+00 0+00 1+00 2+00 3+00 C'2'10 F---------------1----------T sss r T 1 II STAH LY li PROJECT BEr CHMARK ARROW BOLT,ON HYDRANT EL;4935.33 t CIRT L-------------------------------------------------------------------------1 1--------------------------- L___________-1-----------___________1_____------____________1______--____J STADIUM CENTER SUBDIVISION CONNECT TO EXISTING SEWER cn PHASE 1 BOUNDARY �^ ST a N N 15" O v w. 3., ,^ to o V' L U o o Q 96 BLDG 7 BUILDING 5 BUILDING 3 °� c 12 UNITS/ 12 UNITS/48 BDRMS. 33 UNITS/105 BDRMS. 48 BDRMS. i GR _ Z W N TR j > wLu ER SIZE = m z m W •�N ' TYP m 8 STUB FOR FUTURE -- O '� vo J_ MAIN EXTENSION __ ______ ________ ____� _ _ _ _ _ _ _ _ li _ _ _ _ _ n Nj #III J O (LL Q] N % $ u7 Q I cc N al�w LIN o Z ' m I I Iro [ I N 0 ! L 2 (FUT E PHASE) I P I � m m000000 T1 j W zC) ui 9.82 c.co ---- ZagwQgo Q a I � FINISHED GRA 1 CONTOURS(TYP) Ali ° ____� d O ADL J I 1 U Z Z m N K Lij I I I r I LJ Q U i 0 0 Is 0 0 � o g a o z I I K a I I d jl 1 l CNN 0 RS R o N N M _ __ _ _ _ _ ui K PHASE 1 - - - - - - - -- - - - - - - - - - -- - - -- - - - - - N z N - — - - - -- -8.. I 8' i 8" ; I PARK m o STORMWATE - - - - - - - - - - - -- - - - - - - c7 I I I � I 8.. _ I 8.. � � � I _ _____�-_ _____ _ ____N i STUB FOR FUTURE DETENTION MAIN EXTENSION I = ' ; BUILDI w � ICE i � o I li (TYP a I o to d I M I I W I r BLDG 8 BUILDING 6 BUILDING 4 48 BDRMS. 33 UNITS/105 BDRMS. 12 UNITS/48 BDRMS. -------- -- --- ---- --- --- ---------- -------- ----- ------------------ --- Z J Q 2. J H fn = ~ cl) a. 36" 0 5 W z Lu > Z C ' Z G r ,^ Q Z � Z OI______ _ _ ___ ______ _________ __________ ________ < V/ i OT 3 RE PHA w cn w CORD DRAWING 1-8-15 < N w xo o I cn acnwm I N I CDP � I DESIGNED GL DRAWN CDP �� � ' 0 25 50 100 v CHECKED CDP �" I o DATE 11/13/13 SCALE IN FEET SHEET C3.0 s NfR��c - STAHLY F fM'.+rF}F aim VT B" W CASTING CLEANOUT MONUMENT Lnm_6:min EToa F56Cf BOX WHERE ACORSI IS IN 197U `. PAVED SURFACE OR SIDEWALK. PVC THREADED CAP � M. x�M a Po _T7Ef x >m�:susa: AduatCE �.,.� cAxwru 6WetnCE ♦� 6%24 REQUIRED CONCRETE PAD, vJ '- REQUIRED IN PAVED AREAS. LJ,I d ce §u_m-.t#rrae 4.uxlFnse _ --^� F4 rn �r WALL 0 " + -` DOUBLE CLEANOUT AT .o� c enmxti it Sa6f,Na. BUILDING EXIT(TYP) U ILLsve Y ]] ✓ -0 a o CO z v o _rFro xea. a•w c..•wsua rearF�mwamx SDR 26 PVC CLEANOUT a'8 f" 4Y, - -9T ^�7-T ' f SAME SIZE AS SERVICE a> _.., .5A2aH MAN SDR 35 PVC WYE - - r ax. e. - M4 F,r *S 1 &Em, LB 5ELBOWR 35 Z W 5af�a a aa...Fn lwae. �a ER TO fM1� •sm�eas eaauc; M wmee ieM�loma ne sl,m�n - ,�pp ,. �.. RADE I..L L s�wmxFS. � a+ ,<. _ _- rR.fi4afC4vew3 e6en5e. OUT W 0 Lu CLEANOUT FOR (n ra=emaa II n r5� S'n*no r537NC€ l� ER SERVICE z VI OTING 0� Be `i 3e+F�iL' en°ngnnmw vpw jw1i FOOTING CRAWLSPACE /R O co W CL N"L L I �``tl{ a 5'?F6bir"ms S[Fd615�l�i O F h N m I lyd§ .3WcatU rcrad f:J19/ez _- ' !!Z 4M�[Q5`t�. :s - �YPfA§15tihL>'�Y3ZN�'+�++x°4 I'� 'CTA cBP_'�>� �.. �* SANITARY SEWER A ATM TYPICAL SEWER SERVICE CLEANOUT 2 s x`, — Q Ln mLn a a NOTES NOTES NOTES NOTES m° 1. SEWER TRENCH TO BE CONSTRUCTED IN COMPLIANCE WITH 1. SEWER MANHOLES TO BE CONSTRUCTED IN COMPLIANCE WITH 1. SEWER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH 1. CLEANOUTS TO BE PROVIDED BY BUILDING PLUMBER WHERE MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION SERVICE EXITS BUILDING. WHERE SEWER SERVICE LENGTH EXCEEDS 02221, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02730, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02730, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 100', ADDITIONAL CLEANOUTS ARE REQUIRED EVERY 100'. } a a a a CLEANOUTS ARE ALSO REQUIRED FOR HORIZONTAL ANGLES 2. TYPE 1 PIPE BEDDING SHALL EXTEND FROM 4" BELOW THE 2. SEE PLAN AND PROFILE SHEETS FOR MANHOLE GRADES AND 2. SEE PLAN AND PROFILE DRAWINGS FOR SERVICE LOCATIONS, GREATER THAN 45' AND UPSTREAM OF VERTICAL ANGLES. PIPE TO 6" ABOVE THE PIPE. INVERT ELEVATIONS. SIZE AND GRADES. c� 2. SEWER SERVICE TO GO BELOW FOOTING ON BUILDING 1 AND z o 3. DETECTABLE WARNING TAPE IS REQUIRED. 3. MANHOLES SHALL BE WATER TESTED OR VACUUM TESTED 3. SEWER SERVICES TO BE SDR 26 PVC PIPE. BUILDING 2. zo d o AFTER BACKFILL. F N 4. SEWER SERVICES SHALL BE CAPPED AND TESTED PRIOR TO a m 00 ALL EXTERIOR BUILDING SEWER SERVICES INSTALLED AT 2% SLOPE z z CONNECTION TO BUILDINGS. (n o a o z (n U y IFCO # 772 CAST w E IRON FRAME AND NON—VENTED COVER \ \ WITH POCKET HANDLES LABELED ^� z a n a "GREASE TRAP" 7 GRADE RINGS OR CONCRETE RISERS TO FINISHED GRADE v; lu� a O 3 Z­4' V Lu IPE IN SCH.40 PVC P 4" C .40 PVC J ; PI y 3 UT mo � Q w D J Z o � H _ Q m - (2) 24" ACCESS 2, 4, 4,-7, q,_4„ _ E OPENINGS �4" SCH:40 TRANSFER.PIPE Lu U) W O f!) Z > Z � 12' typ. a Q Q 2" SCH.40 VENT PIPE LLI 2 O BACK TO BUILDING LLI (n i = LV TOP VIEW (SEE MECHANICAL) NOTES SIDE VIEW Q D N 1000 GALLON GREASE INTERCEPTOR CREASE INTERCEPTOR To BE Hs-zo TRAFFIC RATED. 1000 GALLON GREASE INTERCEPTOR � m � w m 0 2. GREASE INTERCEPTOR TO RECIEVE ONLY GREASE WASTE LINES. DESIGNED CDP 3. SEE MECHANICAL FOR BUILDING CONNECTION PIPING. _ DRAWN CDP 0 4. SLOPE ALL PIPES IN AND OUT OF INTERCEPTOR AT 2%. UTILITY RECORD DRAWING 1-8-15 CHECKED CDP DATE 11/13/13 NOTE: THE DETAILS SHOWN ON THIS PLAN ARE PROVIDED FOR EASE OF up REFERENCE. OTHER STANDARD DETAILS MAY APPLY. y` SHEET C3.1 a co esr G' 3 CL STAIDLY P'z 6 6 O Z � Z to 00 I= M O cl W O 3 w o 7 - o> — I I i ICI ICI ICI O =n� W N 00 Q° N W DSO Q O� C C Z my 3 U CNa I--I N Io m A � (n � o f co M e z c., o Gco zj z CCC w N o a w p 3 6 C Ln_ LO + + + L ----J a W T N NOR RN 4„ e" s e" S.12TH CCESS ss ; — — — L co W f*I n fTl Z A fTl 3 WJ '.20) XO ---------XS-X L ^Vv^o`od N Y 6.. fTl cn W cc O A H N mCEI -O�ovNi°m wr-----T--cJTo —� M„8 w O O �m c W J U) o ��a W ZC = S z C r N Q 00 ° a HI - 07 N �m C ucZ o CCU 3 W 0 0 0 0 0 25 50 100 V w do P _ � I I z o —� C) w G a z F n SCALE IN FEET o U U N N o 3 w 0 0 0 o a o z o Jo J� w Ld w a O cpW Mw raw MW Noti cn 4960 z o� a + + +~ +~ +~ +w 4960 w z U Ul U VI Vl fn O ~ fn In ~~ ~~ 10 X - N M N �wd o0 O N M a 4955 z n 3 z a o cJ o 4955 Z iris 0 Nr wrnN H>X o0Z M O Z N O U Z 6> x 0 <- H O� 4950 > > 71 o� c>J ncn� =o�w 4950 of >WF ��of MJ U U cD in >W 6JFU_O <O >W + + 4945 �o=- nN� —zz v~ n° <<< �? 4945 Q J � W U PT— H 4940 c DRI L IJJ 49�0cc RADE i S AN d U ? Q J NM FIN'SH a Q H J Q 7.43% a 4935 4:a , Q Q (A W (A Z Q = O Z > Z d N Q Z Q Z 4930 M g,R WA 49?u J Q z cc 2 W x 0 ST R 35 w .63 = Q = W N 4925 z D30 @ 35 4925 CO (/) d co DESIGNED CDP CDP DRAWN 4920 S 4920 CHECKED CDP 3 37%s DATE 11/13/13 F1 A TM D3034 UT SD 35 SHEET -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 C3.4 -- o ------1------------- STADIUM CENTER SUBDIVISION 2 CONNECT STAR LY EXISTING SEE WER � - W W 1990 ' D� 3G" ST ST.G.. s, s„ ////�� U) ------- --- Lu o�a t O Q o° In 0) _ JBDR BUILDING 5 N a BUILDING 3 r I U 12 UNITS/48 BDRMS. 33 UNITS/105 BDRMS. ~ N d - � I TOR R x� � ocr�w -- U (D QER SIZE = v) z m Q��� :S3 5 TYP - a C O Z W a) VT uo_ + + �' 1--1 E� STUB FOR FUTURE MAIN EXTENSION _ _ _ 2 �E - z L e — — — — a— — — — — m ° W H 51 Z 47 od I � W �mmN� 2 (FUT E PHASE) ILLJ NV) o..ozc LOT I W Q 0 E a > Oo N E3 I o W ON 9.82 aC. SOUTH 11TH AVE m° - FINISHED GRa a Pa ACCESS CONTOURS(TYR) a W a W n n r n n °° °°° L-1 _0 25 50 100 zo Z w 5 0 o SCALE IN FEET o a a o m Z W N W W N a W W m W Q Q 7 W N 4960 w z 4960 — 1 C v , Q> v'n o a n m rn Q Nm N U p V N W O LA w � Q J > �] W z M J> K U Z N r7 a 4955 z N a>J no w row roN� v J o� of n of n m eJ 4955 W + J Z z Q a Q Q Vl J ~ K Z Z U N Q ` ~ —Z 4950 4950 --7 4945 Q LL 4945 a W J � LL > H 4940 xisnN 4940 �(L 0 � 0 J Q G ADE 7 K Q J Z c!)4935 TING G ADS H (/� F- 4935 Q Z fn w u O 3 N ZY pWC9 Q Z > Z � Q QZpZ 4930 of 4930 a (L = J Q L HIGH 2 W 2 N p N W O = O O 4925 4925 N Z d N m 47. L,D.�. DESIGNED CDP CDP 4920 ��.� DRAWN CDP 492Q '�Uj CHECKED DATE 11/13/13 SHEET 0+-50 0+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 C3.5 STAH LY e 1990 9`�s4CIRT�s� u 74" MAIJVTM [lpvmt �� �11 i PHASE) co 21 - I ~ Q o a m QTI iiiii W 9•82 C• c SOUTH 11TH AVE '^ a o" FINISHED GRA a p Po N ACCESS /v,� i U _ a CONTOURS TYP O o � � U Q Z r I L J 06 C � 2.1 _ "0_ •�L Zw � CNN 0 RSR YP > cc L O w H3 o Eo H4 W Fn in D N Z .�od .>cw s s' $.. e z (} .0 STUB FOR FUTURE e 4 S Q Z O MAIN EXTENSION Ez • _ tj- H z W o U ° BUILDI = U m Z °� a Q CE En ° TYP - a J CO o a Ln n = EL x� 0o n O ED BLDG 8 BUILDING 6 BUILDING 4 12 UNITS/ 33 UNITS/105 BDRMS. = a a o a 48 BERMS. 12 UNITS/48 BERMS. > o o a o 0 25 50 100 m U U U z o z oo ~ G a o U F SCALE IN FEET Z m = o > U U N N E W Z N W J a W (n F N 4960 4960 w v J m N M a 4955 ~ > J �> ~ 4955 z c of o m �w roz N co aJ wJ rn p M >W U W U N >^ N w U U N h +Q Q Q N S 4950 v �� o ���? v~� u n N�� �? N 4950 4945 4945 Q Cl EX W W U a S UTH RgOF HED GR J GR DE LID SLL 4940 Ex, 4940 � � = Ln Q V Q J -J Q H J Q Z (7 Hfn — Z a 4935 u 4935 QZ fna' fnO Z `1 0 ` W (7 � ry 09 APPR X TER 1.20% Q Z / Z ®i.zoq J Q Q Z Q Z 4930 4930 (L a D J Q W H (n H = W Q N 4925 0 4925 � V) a V7 coa DESIGNED CDP ° CDP DRAWN 4920 + ° 4920 CHECKED CDP DATE /13/13 �w SHEET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 UTILITY RECORD DRAWING 1-8-15 C3.6 - WETLAND, EEEST Rjyc = v I ; I I 'I �a -` STAH LY 1970 I I ' II I I I I I -ss ssss ______ss �ss __�_____� ss ss ss ss ss- -1 NON-WETLANDS r_ � I i 'i II f^I V, I I H H____________1________T I ---- T 1 r___________________i ________1 WETLANDS C In a Stadium Cepter Subdivi$ion PROJECT BENCHMARK O �� ARROW BOLD ON V! d a- HYDRANT EL14935.33 V/ PROVIDE INLET PROTECT FOR EXISTING STORM DRAIN INLET Q a 8'DRAINAGE DURING CONSTRUCTION. CONSTRUCT SEDIMENT TRAP C EVERT BELOW GRADE OF INLET AND CLEAN PERIODICALLY. .0 I-rD 1.11 � �L BLEND GRADE C Q �To EXISTNG (9 C\ Z W N ST06-TER l __------ SWH 5.J6 z�]-'30^ 3 f SWK 4938.00 SWH 3J.J III C ,DETENTION BASI NON-WETLANDS ��BOTTOM ELEV -__ -- --- 4928.0 i IGH POINT WETLANDS Z CURBINLET 493J. N oa FF=493.0 FF=4936.20 a N (TYR) FF=4937.20 FF=4 8.20 4 3 m \F PROPOSED WETLAND FILL - =I '6 L E Z O CT)rn N EXTENTS 4296 SF = - T q � I � ^ C I�N TRAIL GRADE ^ � APPROX LL ,I!N ABOVE EXISTING GRADE - 4 J. _ q 4939.20 L THROUGH WETLANDS V%' STORM MANHOLE GR q b\ _ APPROX 6"AS K _ WN J J 60 --� RESTORE TO EXISTING II B T O Q In a aLLw DRAIN OUTFACE CRO Lo m GRADE WHERE STORM % g^ Tjfl _ p ES � I WETLANDS I e 8" II V J % ROOF 8"DRAINAGE / DRAIN CULVERT PIPE d o_ a o_ a o_ a DETENTION BA 1 OUTLET TO 1 p m MA VI EEK I U U U U U U U WETLANDS i 1.2D%� 1 D% I K 1 d g g Cz o � Z W Q O 49 3 � �4 41 LL ; d N � D_ � S, MANDEALLE CREEK BENCH OF i WK 4942.0 Z Z to W m� 4 � V �9n2J4 w Z FF=4941.50 II � V) g a o 4 z_ wp FF=942.35 ` !n G K U il FINISHED GRw� d '` I CONTOURS( P I - I / A TBC 4938.5 1 TBC 4 2.16 TBC 2.2 F 7 /WATERCOURSE IN ES)3 40 If SETBACK I O B NL T O 0 r7 W \\\ \ I I Q M h I� of 0 FINISHE R I E 'STTENTION B I N z DETENTION BASIN 1 :BOTTOM EL I 14931.5 T IPE JUST ATIO O 'O I 1REAM E � •....rrrr•••y�♦L I � R 4 a a 1 fi N d •• ( ;' ti F W ■ / 1 4 4. = T 4. WK 4 1 _ 3. m ,F� ■ k 0 I _ q / DETEN ON BASIN Q r MUTDEALLOE CREEK dIP-RAP APRON .1 AT IN (TYR) LL N U d ■■■r1 �• E PARK i FF=4943.8 FF=4944.00 FF 4945.00 FF AREA =494.00 -I a LQL W O i I T a a 1 a s Tsc sans -I Q� II II WK 4 4 TBC 4942 T Z C5 C ________________ ___ _ _ _ _ ` _�� ������_____ __�� . W 98.J4 Q U i I `1 h CL 4946 01 2 'I z a � Ja 36" 0^ 5 p W (7 0 o I m GRADING NOTES: '`"RFTO, E To ExIEXISTINGNc J Q Z - Z O -- - -- ----- - -- - BLEND GRADE o -SINSIOTEN DRAINAGE J J LEGEND G Q I Q W x 0 FINISHED GRADE SPOT ELEVATION 1. FINISHED GRADE AT BUILDINGS IS TYPICALLY 2. 6 4" BELOW FINISHED 3 � = W ` GRADE PARK / (TYPCIALLY TOP BACK OF CURB OR FLOOR ELEVATION EXCEPT AT ENTRANCES. / UTILITY RECORD +c W Q N AREA SIDEWALK) u > Z 0 0 2. SIDEWALKS PARALLEL TO STREETS AND PARKING LOTS HAVE A 2% G F9 „-, 0 d (/) m I DRAINAGE FLOW DIRECTION MAXIMUM CROSS SLOPE TOWARDS THE CURB, UNLESS OTHERWISE LABELED. DRAWING 1-8-15 'r``.,0y1= _ 2.0%-x FINISHED GRADE SLOPE 3. BUILDING ENTRANCES HAVE A 5' LANDING WITH A 2% SLOPE, UNLESS ON ITE SURFACING _ CDP ENTRANCE SLOPE IS 2% OR LESS. '.N DESIGNED --- DRAINAGE SWALE _ DRAWN CDP 4. MAXIMUM SLOPE OF LANDSCAPED AREAS IS 4 HORIZONTAL TO 1 N T YET OMPL -TED CHECKED CDP 0 'I RETAINING WALL TYPICALLY <30" VERTICAL. li 11/13/13 J II NET HEIGHT 5. MAXIMUM RAMP SLOPE IS 5% (1V:20H) UNLESS HANDRAILS ARE SHOWN. 0 25 50 100 DATE z I / GRADE BREAK - ARROW DENOTES MAXIMUM RAMP SLOPE WITH HANDRAILS IS 8.3% (1V:12H).RED RAMP T SHEET 6. MAXIMUM SLOPE IN ADA PARKING SPACES IS 2%. ,1 SCALE IN FEET G4•0 CONNE 0 EXISTING S T CONNECT TO \ ----_- EXISTING SIDEWALK --- _ --- , S WCUT D CONNECT T EXIST G CURB STAHLY ---- REMOVE EX 6° UfFE- . EXISTING ROW _ '---- -' I \ / • so so so so�so so --------- ° � / ��� \ ---------------------- \\ -----'----' 11 � K s�o 27' "- - __ _-- CONNECT TO fOCIAT�S� /� EXISTING SIDEWALK i - \ v/ CL 4933 3 \\ EXISTING / W c PROPERTY LINE / \\ -�\ �3% CL 49 6.90 LL \ / '' _-"' \ STATE ST.ROW/ r O \ _____ EXITING ECG �\CL 49,33-4 \ OF PAVEME '� v m rn / / ,� 35 (`iYP) /� CL V-W(EX I ING O \ � � ARROW DENOTES „- / -' / DE INE TER (Tft-r PRO ERTY L E) 1 O 2O 4� 0'^ (A N o o w \ PED RAMP (NP) \ / / TBC 493Z2 V! L C) _ AR R DENOT S \ NEW ROW/ F1.20% �� SWK 4936.73 SWK 4937.55 / SWK 4938.00 / SWK 4937.80 TBC 4937. 5 RED CL MP 49 N7)55 a w \ SWK 4934.32 /,'\ WK 4 .14 (PROPER`Y LINE) ,�. %/ / _ --- SCALE IN FEET �t 37.30 W rar-4934J\5 T 4 4.1 :' \\ / GNDGND 4 - Z�___________ VVVV Va C 0 (--- YT CJ4938.07 `\ ( ) N p 1�^ ---- \ ------ / i TBC 4938.40 'c {h BUILDINGS THAT ARE BOLD W TBC 493 .411 \T C 493 .40 ____-- __---'C-- / i / I Z _ SWK 4938.05 / HAVE BEEN MODIFIED TO BE > \ w N 4 3 / GND 4937.7 / 33 TYP 6 3/4" BELOW FINISHED L ` TBC 4938.00 ( ) / LAYDOWN // yMw ! FLOOR PER BUILDING PLANS. W C TBC 4937.73 7 / w 4g 0 ° i GROUND GRADES THAT ARE W cn 4938.05 FF 4938.20 2 CONTROLLED BY ADJACENT Noa rc x \ SWK 4934.90 \ i (2) STEPS / TBC 4938.00 f / C 937.9 �3% jj SIDEWALKS OR ACCESSES O \ EW ROyry \\ I ARE NOT MODIFIED UI ��co j \ W/HANDRAILS \\ // LAYDOWfV TBC 49 0 PROP/E T LINE O T LND 4936.10 / TBC 4 d Z A / 2%� SWK 4935.05 \1 SWK 493 8 ' -- FF 4936.20 FF 4937.20 / // N I FF 493$:20 �-- n�� ARROW DENOTES _I_ J / - GND 4938.10 I T RAMP 1:20 / - W/HANDRAIL // RED RAMP (TYP) - = N 4 .1 _ J o a I � . a / GND 4938.15 SW 4939.03 j �- \ SWK 4938.70 / f /= J N a LL w u) o 00 SWK 493 4 ---- \\ d---- TB 38.55 ///SWTBCK44939..107 FF 4939.20 I-m / GND 4939.15 SW 4 39 0 SWK 4935.31 X SWK 4938.20 / N (1) SR 18' (TYP) / ---- GND 4939.15 ___1 GND 4936.03 N 'F 2% 2%�`� GNDGND 49� / / T 9' (TYP) T Ili T 0 0 0 U // ________________ �\ s f / M j FF 4942.20 _- _ _ TBC .13 / _ : / o d U TBC 4935.78 BC 49 5.78 \� -"" ---------------------------- �//------------OHASE LK SWK 49.-54rIS - / TBC 9939.36 // SW 4939.87 ~ m = m w TBC 4940.03 SWK 494220 a o SW _4935"95 SNM 493'R 12 -- SWK 4.93'�.20 (4) STEPS / / LIU of Q \ � C 4939. O W/HANDRAyL/S _ / w m ° TB 493 .03 TB 493712 C 493 .11 4 1 TB 493 .29 9 / � TB 493615,' F1 20% F1.20% / - T 4935.91 TBC 35.91 V.20, / / TBC 4939.59 / \� \ ' TB 493 .34 ,T 4 4 18' (TYP) TBC 4940 7 RETAUVING WALL TBC S`6. 8 \ TB 493 26 TBC 4937 5 / TB 4939 /2 R15' TYP / \ / ) / N a a \ \ TBC 4940.26 /SWK 4942.20 % 1 / Q R2' (TYP) .� CL 4939.68 9'(TYP) TBC 4938.77 TBC 4938.57 7 \`.I/ T 4 TBC 4937.7C/ TBC 4937.80 AYDOWN %/ / SWK 4942.20 - \ TBC 4939 04 / -� �� / T � I U 1L1 Y RECORD a ? �_ TBC 4939. S i a \TBC 4936.73 -------- 3 STEPS .. Lu R15' (TYP) 20 (TYP , BC 4939.13 / / TBC 4940 2 i W/HANDRAILS SW �1.A D I N 1-8-15 T 4936.73 TBC 4939 20 ' / a \ T T '/ T TBC 4940.40 TBC 4940. 3, RETAINING WALL w 26' (Y�P) M TBC 4940b3 BC 4940 4 (2) STEPS O I E SURFACING O SLA '49 9.20 a c� TBC 4936.8 r' w Z ' ' 1 (Ty C 4941.03 SWK 4942.20 / � TBC 4936.86 '' ' T 4 7 TBC 4,T40.4 / -- COMPLETED 21 \--- TBC 4937. 7 T C 49 .20 TBC 4938. 0/' L YDOW ' / RAMP 1.12 a / --- W HANMP DRAILS / N E T ,' TBC 4939.59 / S �/ Q W o OW,DENOTES / SWK 4941.62 / M a TBC 4939.09 8' (TYP) / // TB 4941.37 % d > AMP(TYP) LAYDOWN / -�-- 4' yl ARROW DEI�6TES SW 4941.80 W G lJ\ �� 2T (TYP) }YC� // RED RAM (TYP) V J Q E (''2% 2%H li A ' TBC �40.96 -- / / T// A\ /1Q rn `� , FF/4942.20 K 4942.20 K 4941.95 w / Sv c �`I(TB 493 .19 " TB 493 . T 4 4 TB 493 .7 TBC 4939.82 ks EWE OW \ - � __ __ ,TB 493 .7 T C 49 0.8 R15' p) I I� CAMP 1:12 R, v d (n � Z ,� SWK 4941.76 M \ / GND 4942.10 PROPER'FK LIN II^^ \ �'TBC 4941.36 ,' SWK 4942.13 'I W V O TB 493 .42 TB 4937 99 %TB 493 .87 TB 4938 97 �1.2 %/� T� 493 .95 T 4 4 1.20 T 4 1. TBC 4941.95 / GND 4942.15 TBC 4942.23�� AcWti % NE B MP/ > Z C �L2 % G o T 4 41.7 / SWK 4942.4 INE TER (TYP) 1 0 Z TBC 4940.47 TBC 942. --- Q Z Ei Z p \ \ SWK 4940.85 - , SWK 42.02 , J `.A - K�4941.45 // R20' (TYP) i ARROW TBG'4941.29 TBC 494L4 R2 T P TBC 49 -- A Y W Z WK 4 4 ( ) R21' (TYP) _ Z 'I_A DSCAPE RAMP 1:12 / C 4942.44 (/� W �\n TBC 4939.30 fVA L 6"-18' W/HAND A (2)/STEPS 9'(TYP) / -- T 4942. T Q O 't\X,> �j, / TBC a942.57 2 O SWK 4 41.7 18 (TYP) TBC 49 2.3 ( ) / �SWALE _ EXIS�ING ED F 10 d U) w m / R20' TYP / SWK 494!25 (1)STEP--' / - SW CL 4943.00 CL OWN(E TI G TBC 493 i T / , N �1.18% T'I PROPERTY E) DESIGNED CDP I� FF 4942.35 44941.63 �% 6\ T942.75DRAWN CDP 'I F'GRADE COLOR \ /TBC 4942.87 �2�` > = '" CHECKED CDP '"TEXTURED CONCRETE 27--\4 < / \ / SWK 4942.12 MEDIAN ISLAND / f y DATE 11/13/13 \V /: .b % TBC v 043.47 TBC 4943.25 TBC 494325 '^ i } SWK 4942.30 I /' NEW STOP/ NEW NAMP / rs,' SHEET TBC 4942.25 /i R20' TYP) STREET SIGN -_ T ______________T �/% TBC 4 43.6 + Nf`1' " C4.0 A lI EE' ( ) R20' TYP / SWALE EST / 18' TYP EXIS ING ED F I / SWK 4941.75 TBC/49 2.3 (TYP) PAVEMENT SWK 494 15 (1) STEP / , CL OW(E TI G I STAHLY SW CL 4943.00 TBC 493 i / , T F1.18° PRO ERTY E) FF 4942.35 4941.63 �% N N �,! TBC 942.75 / 3970 `. \ �i 4941'2 6RADE COLOR `� TBC 4942.87 �'CINT S _ URED CONCRETE 29'> \ SWK 4942.12 / MEDIAN ISLAND V /! jTBC E(43.47 TBC 45 TBC 4943.25 \\ SWK 4942.30 T 4 4 /,i NEW STOP/ NEW AMP / N L R 0' TYP) STREET SIGN ___- T _ W c //! TBC 43.64 °TBC 4942.54 L a R20' TYP i SWK/4944.06 ( ) \ i ' TBC 4941.59 ___ Q, / TBC 4943 N { -cD m� / TBC 4'94256 TBC 49 $.40 %------------�-----1�` • 16 TBC 943. •�� 4 %\ TB 493913 Tl_21�% TB 494 .00 TBC 494010% ' 1.20% TB 4941 08 T 4 41 1 1.20% TB 494 .i6 R TYP .94 VVVV VV U a " (TYP) R355' (TYP) ) - 0 0 BC 4938 79 \ TBC 493 6/ TBC 4940 23 TBC 4940. 3 TB 4941.31 TBC 4 41. 1 T C 49 2.39 ~o m \ , / / ,/ STEP T C R35 (TYP) _ N vo J ------- 18' (TYP) TBC 494259 S .0 i - .1 / sw 4944so� 0 10 20 i / oar i 9' (TYP) i (Y) Q Lc) N ARRW7 DENOTES M O PEA RAMP (TYP) i C 27' (TYP) T 4 41.4 ,�(� 26' (TYP) / , M SCALE IN FEET � \ �� TBC 4944.44 ` /� ,�� LAYDOWN // � N / FF 4945.15 y� 4 44. / 4 Q i \ L�y T FINISHED n�� - NOTE: GROUND GRADES AT ,_2% 2%-H'� l \ _ _ y h1 4941.65 / TBC 494295 C 2% HAVE BEEN MODIFIED TO BE Z / BUILDINGS THAT ARE BOLD W N / SWK 4945.15 � / / / TBC\ 4939. 0 TB 494/68 TBC 4940. 7 TB 49 .67 / 6 3/4" BELOW FINISHED L �, N 0 U R S ,'�/ YP LA DOW �� ` N 4 4 _ FLOOR PER BUILDING PLANS. C TBC 4939.70 ---- 15 (TYP 20° YP) SL B/4 41.70 TBC 4944. GND 4945.05 W 0 \ TBC 941.7 / U) TBC 4939.70 \ TBC 4943.39 GND 4945.10 yy q 4 q � GROUND GRADES THAT ARE W 'y / i CONTROLLED BY ADJACENT Z y-a 4944.63 26' (TYP) T C 4944.8 - _ SIDEWALKS OR ACCESSES ARE NOT MODIFIED fR DO m a T64943.55 i V TBG 942.2 / N TBC/4945.00 SWK 4946.48 p TBC 4939.83 / TBC 4 1 83 i / 0 r m LAY WN 18 (TY ) TBC 4943 44 S 4945.38 SW 4945ad5 ,' / Z vNi 1 STEP- (1)TBC 4940. 1: T C 49 1.18 TB 4941 27� t STEP R15' (TYP) R2' (WP) I'---r 8' (TYP) \ TBC 4942.03 i (� FF 4946.48 I J N p a¢ \ LAYDOWN ✓' / CL�0.00 f � SW 4946.30 \ (TYP) ���� 4 4 .17 CL 4944`I b\ SWK 494 .48C 2% \ co Ln NO \\ 9' TYP 18' (TYP) j/ V % GN 4946.38 / v \i, GND'd946.3" / { \ C 49 2.71 TBC:49 42. 1 , N 4 4 .4 > a a a a TB 4�48 G D 9 6 3 / 4 4 7 TBC 4�1. 1 / - / SR�J 4946.81 0 0 0 0 i TBC 4940.65 -------- TB 9 0 5 49 1.63 / C \ I m tC 4940.65 \ TBC 4945.75 / U U U U \ TB 4940 98 1.2 % ,'T 4 4. TBC 4941. 4 F 1.20% TB 494.94 T 4 .14 / T C 4TBC 4944.67 Fa.20'/> SIDEWAL J / o \ / -- CHASE T °�4946.11 SWK 4946. 1 S 4940.97 / SWK 4944.15 SWK 4947.81 z a g i SW ,4947.2 o G d J SWK 494. 5 (y� SWK 4943.0 / ,'TBC 494 . - / (1) STEP _ d o 940.78 TBC 4940`7 V 'SWK 4940.9 1 / - % 3.68% (1) STEP C T. z w / e i TBC 6.60 a TBC 49�4.28 FF 4947.81 o o z p _--- / - - SWK/ / SW 4947.65 c� o IC 4941.2 TBC 4941.25 - / i N RAMP 1:20 / ) --__ /� SWK 49 W/HANDRAIL -------- ---- (TYP),/ (1 STEP m ?`t' GND 494771 -� TBC 4947.40 m N n \ CUD 4947.71/ S 4948.16 T R GND 4 48.7.76TIL • / ECO' •D _ SWK 4946.00 / 18'(TYP) urr .� ---p i� o A' z N M / __ ARR9tl�!DENOTES I N 1-8-15 SWK 4943.05 `�i / / ' PED RAMP (TYP) i/ / `� iz SWK 4949.15 �� ' A `IIIIiSIT URFACING LN 9 3.90 / SWK 4946. 0 S _ / \ SW 49 1.77 // / T ---�� (1) STEP (1) STEPco SW 4948.55 // �� \ / / 2q�- TBC 4946.03 BC 494Z58 a / (,^AYDOWN - - (2) STEPS C , / Y T COMPLETED 0 SW 49 1.95 / X' 647'70 FF 4944.00 FF 4945.00 FF 4946.00/ -(4) STEPS / - � FF 4949.15w W/HANDRAILSARROW DENOTES - i SW 4949,00O _¢T SW 4 206 / /PED RAMP (TYP) - T 4 47(7r / _ LAYD K 4947.79 \\ CGIND / T 9 6.3 i4944.44 -- nSWK 4949.15TBC 494215 � GND 4943.33 �/ EW ROW Z GND 4949.05--- / PROPERT LINE LU _ `-- ------_ GND 4943.83 ---_-_ SLA 4 47.75i D N94404.1 PT a/ GND 4945.11NEWSOP/ . ---------___ / _-_ y STgIlEI`SIGN ----- 62______L__________ - TBC 49 6______ � \ NEW "A P / (/�/ SWK 4948.74W GE SNM 4942.57 SNM494 29 SWK 9944.33 / --SNM 4946.17 SWK 4947.32/ 4949.24 � PROPER/` INE `F1.94% / F1.94% PfYOPERTY LINE Z J R25' TYP _ Q w 494/48 4942.29 TB 42.48 DELINEATER (TYP) ---- HIGH POINT Q ~ Z TB 49 ro EXI TINGE / U ,^ 4949.50 �!� \OF,�AVE(E W V O G o __ _________ / -- ° ARROW DENOTES L�20W E PING TBC 494259/ // // ,-'�/ PED RAMP (TYPI% F'R PERTY E) 06 Z > Z / Q Z o AIR DENOTES \�TBC 941. _\ a RE AMP (TYRE\\ 32' J cQc m _ \ - F1. 4% /CL 4950.60 W = O G CLCL 49 CAMPUS BLVD. / / / / MP S BL D. / 0 y = W 49 2.08 CL 49 2.2 - �1?J4%, // a CL 4 4 �' / TBC i50.35 Q Q N I - TBC 4941.96 / i n R35' (TYP) /// // WARP BROWN OF ''�e^� = O ~ O LAN GRADE IINTERSCTION ME//STOP/ _ V d N m TBC 4942.59 / / �1.94% F4. /ST ET SIGN ui CDP DESIGNED RELO ATE EXI ING / - DRAWN CDP JCL 4942.28 R20' (TYP) // // // TBC 4948.49 TBC 49�50.3 // CHEV ONE (3 / - r.."- P, CHECKED CDP / / coN cT To gt'LfECf DATE 11/13/13 (TYP)/// // // ' 25 EXISTING PAV ENT/ BC 4942.34 TBC 4942.34 ; ' R , / kin BC 4942.53 0TBC 4942.53 NEW ROW / / / NEB ROWS -�v v / �� / / /// i TBC_4951.48 y SHEET SIGNS(3) ;TBC 4951.4s -\ ,_ - C4.0 B -----$94 z2----- --------------------- ;" `, \ ;' esr C / IBC 4941.68 n . i \�\ \ FNISHED GRAyb,� STAHLY ' ✓� CONTOURS T`�P ftft"// TBC 4941.72 I � \ TB 4939.53 \\ � 1970pp4 \ SWK 4 41.1 \ ` 9`�'fOL(Ill✓�` TBC 4942. 5 / A TBC 4940.73 \\ wm / SWK 4942.48 � � \ TBC 494246 TBC 494E 2 \�0 ems\ TB 494 .83 TB 4940 74`� \ 1.20% TB 493 .75 TB 66 '\ TB 4939 13 TB 494 .00 TBC W c\ 1. 0%� �B 4938 56 _ _-- 1.2 \\ TBC 4942. 5 18 (TYP TB 4941 06 TBC 4940. 7 TBC 4939 98 TBC 4939. ifB 4938 79 \\ TBC 493 6/ TaC 494 T TBC 4942.10 'c Lo R5' ARR91W DENOTES ,Y � j� \ \ PEA RAMP (TYP) TBC 4940.97 26' TYP N^ (n U ----- ------ ----- 0 0 20 40 (n o a N O w a o \\ \ \ x x\ \ 9'�TNP) Q C Lc) N 4 41. / 8 (TYP) \ TBC 494b,45 TBC 4940.35 TBC \ ' TBC 494250 \ xF 2% 2%�� i M= / SCALE IN FEET C1 / \ \ TBL\ 4939. 0 TB '494 .68 TBC TBC 4940. 2 \ �R C 0 / TB(S 941. 3 \ - NOTE: GROUND GRADES AT V / TBC 4943.16 TBC 4942.63 T 4 .7 \ LAY OWN \ TBC 4939.70 -- i5 (TYP 20s( YP) W 18' (T P) \ I TBC 4939.70 li \ BUILDINGS THAT ARE BOLD Z / T� 4942. 5 SLA 4941.30 \ \ \\ �� HAVE BEEN MODIFIED TO BE TBC 4942.97 TBC 941. 3 \ T 6 3/4" BELOW FINISHED EE 0 L TBC,4943.0' 26' (TYP) T 4 x x a FLOOR PER BUILDING PLANS. W C/�^ T 4 4 TBC 4942.90 T C 4941. 0 \ TBC 4939.83 O N a _ 20' (TYP) 4 4 L Y TBC 41. 2 T 4940 95 TBC 4940. 5�`� TB 4940 19 \ ---- TBC 4940. 1,'� T C 49 .18 TB CONTROLLEDO BYS AD .N 05 U THAT ARE TBC 4939.83JACENT SIDEWALKS OR ACCESSES Z p / v� \V A III ARE NOT MODIFIED / [1 .�00 0 O r / `` TB asai.as \\ R2' (TYP) / CL 49 98 \ LAYDOWN --�9' (\TYP) Z i Ln N CLCL 14940.00 Lu a --`t� ------r--- ---- ( � c o / \ TBC 4943.10 49 2.33 \ TJ U1 p a Q � TBC 4942.13 TBG'`\M1941.36 TBC 4941.27 TBC 4940.72 / TBC` 943.56 �! 1.20%� -►; jf= \• `\ixx \I,' Q co N a w T 7 ____ TB 4940 75 Tt14 /63 TBC m / R15' (TYP),--- - WK ----_ _ _ -----;--I `�,� \ 1.20% TBC 4940.65 I\ ' JTBC49421�0�1 T C 4 1.59 T 4 41. T 4 \ TB 494098 F1.2 % ,T 1.86 TBC N / TBC 4944.19 \\ GND 4944.25 GND 4943.5 \ / TBC 4943.7 \ S 4940.97 r p p p p / TBP4944.O8 ; \ U U U U ; A SWK494 2.38 �- \\ SWK 4941.50 TBC 940.78 TBC 4940�7 SWK 494. 5TBC 4943.88 \ AR ENOTES SWK 4940.91 �TBC 4944.24 _ PED R TYP \ z p 3 \ ID SWK 4942.90 / N 4943.42 ( STEPS' '---_ SWK 4945.50 - ----- \ N 4 4 7 2 S S TBC 4941.21 ___ _______________________ __ - - T 4 41. / (2) STEPS ` SWK 4943.85 T �` - - i RAMP 1:20 / ------------------ TBC 4944.43 I W/HANDRAIL SWK 4944.55 �2% 2%�� T m / 18'(TYP) ` \ ---- - SWK 4943.85 \ SWK 4943.70 _ FF=4945.50 :5% SWK 49 \ v WK 4 4 o _ \\ \ \ SWK 4945.35 \ \\ LED 9 3.90 0 9' ' \ \ FF=4943.85 TY \ SW 49 1.77 -- z N n ( ) \ I I L NEW M o \\ \\ p SW 49 tl.95 PROPERTY a \ I \ z¢ (4) STEPS FF 4944.00 W LINE \\ 1\ y\ \\ w T SW 4 2.06 W/HANDRAILS a T \ \ I\ \ yra a \ i,l GND 494289 \ i i o TBC 4945.61 TBC 4944.85 \\ --------------// I \ TBC 494215 GND 4943.33 O 1.20% SWK 4943.61 \_`___________I ____' Z \ __ I a TBC 4945.1 \ ---- , ` TBC 4945.44 - --____ -w `-\ W ST�El`\SIGN /_- --- GND 944.08 -----_ �'CiN2 494273 R / o EASEMENT FOR SVM 49LE20- ------___ T� -__-_ PROPERTY C 49 2.36 _- / V o `� FUTURE STREET HIGM POINT SWK 4945.23 - SWK 4 43.91 ----_-_ SWK 4943.09 LINE\ T 40 7• ` J W NEW PROPERTY WK 4943.77 j 47% SWK 4942.57 SWK 494 .'T29 LINE 1.47% ! �I PROPERTI'` INE d 30 4942.29 \ \\ T 4\4 .4 I TB 42.48 DELINEATER (TYP) V _ -- -- \ \ \ TBC.4941.83 -- 1 ------- TBC 4942.59/ Z Q � Z \ \ ARRO(N DEN�OT �\ES TBC 941.9 / ,,^^ \ \ d RE AMP (IYR), 1 �32, / Q Q W V 0 / CL`49vF6.01 \\ \ 1.47%� - CL 4942.15 \~ CAMPUS BLVD. // Z � Z 0 EASEMENT\FOR UTILITY RECORD a' a z o z o / \ FUTURE STREET 49 2.08 CL 4912,21 - F1?Jg9e� ✓� \ \ TBC-4841.96 = J Q v DRAWING 1,�-15 R35' TYP -L" w z 0 \ V ' B'C 4941.83 * -.4. ONSITE SURFACING ' a N \ \ TBC Lu 4942.59 = O O 3 vvv vv NOT YET-COMPLETED ;' R�S'jT Pam- ---- b c� a v, w co END ROW ICE 4942.28 R20' (TYP) j \ \ TBC 4942.34 .� TBC 4942.34 DESIGNED CDP I NEW PROPERTY TBC 4942.53 CDP LINE TBC 4942.53 NEW ROW %� DRAWN NEW BARRICADE SIGNS(3) CHECKED CDP o -� DATE 11/13/13 z n SHEET �\ CONNE O ` EXISTING S R T CONNECT \ \ EXISTING SIDEWALK \ STAHLY ------ ----�\ \\ EXISTING ROW V o so so solo m �I 1970 �. 27" EXISTING \ CL 4933 3 \ W w PROPERTI\'\LINE CL 4 3 4 \ 0 10 20 40 V v ARROW DENOTES N RED RAMP (TYP) \ N `\ SCALE IN FEET Cl) N o a o / \ 120% \ NEW ROWSWK 493731 \ \ SWK 4934.32 Q M HIGH POINT �� WK 4936.8 . 1 S 4935.76 ` C M / (PR NE) A \ TEG49343oa / ___________ ___________y______________-____ ___ ___________ ---_----- -- N / T 4 7.4 \ hl-�?� _________________ _________________________ __I _ NOTE: GROUND GRADES AT W / > I\ 1 ' -_-__-- _ BUILDINGS THAT ARE BOLD `.\ TBC 4937.80 ,I p SWK 4939. X / \ TBC 493 .4V \ C 493 .40 _ Z _ Q� y---`fi��iJ--------------------------1 -' HAVE BEEN MODIFIED TO BE \ w GND 4935.53 6 3/4" BELOW FINISHED L TBC 4937.3 1 1 \ T \ 9,u FLOOR PER BUILDING PLANS. W O N / TBC 4938.07 1 \ \ 1 z'Q L20% \ 1 A oq \\ w V GROUND GRADES THAT ARE W ' CONTROLLED BY ADJACENT N ca 1 A 1 A rc x \ SWK. 4934.90 Z N p SIDEWALKS OR ACCESSES z (2) STEPS > w / 1 \ FF=4937.50 ARE NOT MODIFIED /R 00 E V A W/HANDRAILS T \ LND 4936.10 Z O �p� �® 9' (TYP)J 18' (TYP) \ FF=4939.00 \ \ M �, SWK 4935.05 W a N �' SWK 4 ' -_ FF 4936.20 SWK 4939.00 �� \\ - T RAHANDR20 AIL > o (2) STEPS / / \ SWK 4938.05 c N SWK 4937.35 `\ SWK 4 4 \ L O x / - / ____________ e T jE��5]�SWK 49$7.50 1 i`\ \ r m 15%�SWK 4937.3 TBC 4938.19 \ N / - SWK 4935.31 NEW 4936.44 \ SWK 4938.85 ( \ vy PROPERNE ,�, RAMP 1:12 `\ i�2% 2%LI �`. m \ ,q ', \ SWK 4937.14 GND 493E U U U U / I \ 1.20% 00 3 GND 4936.40 SIDEWALK / GND 4937.95 \ e \ CHASE \ \ _-�`1'�" o_ o TBC 4939.36 TBC 4938.60 SWK 4937.63 RRFOW DENOTES o cc / TBC 49311 \ - \ \ 4 .7 \ ~ m m/ WK 4 7. 7 RED RAMP(TYP) SWK 4936.80 SWK 493 22 TBC 4935.78 T 4 .17 \ V5 TB 4939.28 \ WK 4 7.7 SWK 49-3595 SWK w U a / TBC 49 9.47 TB 4936 78 TBC 4936. TB 493 .13 TB 4936 15: 1.20 e TB 4 U1 -_GND 49135.19 �\ T 493 .5 \ TBC 4935.9 TBC 4 35.91 SWK 4938.71 \I I �1 �Tl %1.20% 49 7.01 TBC 7BC 49 4936. 1 \ TBC S`6. 8 BC 937.7 `` \ TBC 4938.62 TBC 4937.85 \V A \ N n ,2 ` `.� \ CLCL 493 / �`. 26' (TYP) 9' TBC 4939.43 R15' (TYP .\ \ 8' TYP TBC 4938.04 TDC 4938.24 4 4TIt" 4 7. TBC 4936.72 / / \ �� ( ) LAYDOWN T \i LLI TBC 4936.73493 .53 2 (TY ) \ R15' (TYP) TBC 4939.80 (T)P) \ T 4936.73P�Olg 493 .68 TB 493 .69 SLA 493 .69 26 (TT) z / / TEL TB 493 .111 6`\ \ O TB n a� a\ �`� TBC 4936.849 8.64 -` \= ` TBC 4936.86 ----- / / TB 493 .77 4 T C 49 7.98 TBC 937. 8 T C 493 .21 \ TBC 4937. 7 T C Z U / TBC 4940.07 ��' / TBC 4940.02 \ I�i T o / TBG 4938.66 A` \LAYDOWN � q DOW.DENOTES TBC 4938.50 9' (TYP) R2 (11P) ; LAYDOWN P AMP (TYP) C W C ti / V �.'------------ ------ ------- \�`,� 27' (TYP) \\ �`> `\ J Z �.7 9' (TYP) v v Z / TBC 4940. 5 T 4 .47 TBC 4939.37 \ TB 493 9 TBC 4938.19 ` \ TBC493 .19 _--- TB 493 6 T 4` Q Z / TBC 4940.60 T \ \ C \ \ W ,^ O / \ TB 493 .62 TB 493 .52 TB 493 .42 TB 4937 99 %TB 4 V CC 0 / TBC 4941.33 TLt940'8 1.2 %� T C 49 9.7 TBC 4939. 0 1. 0%� \ 1.20 1 �1.2 % Z Z G / 06 Ei TBC 4941.14 Q TBC 494D.98------------ UTILITY RECORD z w z O N �4 � '�� DRAWING 1-8-15 °a a M N RR 4941.5G IT"URFACING o a co w mm 1 ` � TBG 493 T.-YET COMPLETED DES ____/______________________ !. \ GN CDP / ----- �4�- / TBc 4941.6a �`. \V Ate`. A V Q Al DRAWN ED CDP FINISHED GRAB CHECKED CDP 13 `\ CONTOURS (T''P)'-`, 'e DATE / /13 TBC 4941J2 \ i A TB 4939.53 \ � � S 4941.12 V SHEET ti��lNn���yC (SEE PLAN) STAH LY �'pp 1970 `. 1.5%SLOPE (2% MAX) - 9y�0CrnipCs 3" I. GRAVEL BASE cn 1II16 4" OF M-4000 CONCRETE 0 TYPICAL STREET SECTION TYPICAL CONCRETE SIDEWALK SECTION STATE AND 14TH STREET U a N.T.S. « NOTES N N o 1. SIDEWALK TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF L U BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02529, EXCEPT WHERE SPECIFIED ON cn A 3 THIS DETAIL DRAWING. PROJECT IMPROVE ENTS FUTURE IMPROVEMENTS o C _ 2. MINIMUM SIDEWALK WHERE NOT DIMENSIONED IS 5'. MINIMUM SIDEWALK WIDTH ��`c S 2% SLOPE f-3% CROWN 3% CROWN— 2% SLOPE N WITH PARKING OVERHANG IS 6'. �R a Q Z W 10' SIDEWALK 6.5 BLVD 7' PARALLEL 10' DRIVING 10' DRIVING 7' PARALLEL 6.5' BLVD 10' SIDEWALK PARKING LANE LANE PARKING PROVIDE BRICK OR COBBLESTONE ` COLOR AND TEXTURE ON CROSSWALK LL 35' TBC TO TBC ., W O Z c 70' EASEMENT WIDTH Z W a 6" THICK M-4000 CONCRETE WITH #4 BAR 1O N m ON 16" GRID (7" THICK FOR CROSSWALKS) -°:5 o 3" OF CRUSHED BASE COURSE UNDER CROSSWALK Q �NaLLw SUB-BASE THICKNESS PER ROAD SECTION o TYPICAL CONCRETE DRIVEWAY, PAD, OR U) �°' CROSSWALK SECTION (TRAFFIC AREAS) y a a a a a a N.T.S. m U U U U U U TYPICAL STREET SECTION NOTES z 1. CONCRETE DRIVEWAY, PAD, OR CROSSWALK TO BE CONSTRUCTED IN COMPLIANCE g 3 CAMPUS BLVD WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02529, z a g w z o EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. o �_ a N G d ~a v 2. CROSSWALK WIDTH TO MATCH SIDEWALK WIDTH. w CE a z U m N 3 w z � (2) 4" WHITE (z) 4" YELLOW (2) 4" WHITE ROAD COURSE THICKNESS a o z STRIPES STRIPES STRIPES a U ~ N 2% SLO E 3% CROWN 3, CROWN --2%SLOPE S COURSE STUCKY AND 11 TH LOCAL STREETS PARKING LOTS 8' PARALLEL 5' BIKE 10' DRIVING 10' DRIVING 5' BIKE 8' PARALLEL 6' FUTURE PAVEMENT 4" (2-LIFTS) 3" 3" n� 6' SIDEWALK 14' BOULEVARD 14' BOULEVARD BASE COURSE 6" 6" 3" o V A N M PARKING LANE LANE LANE LANE PARKING SIDEWALK SUB-BASE COURSE 18" 15" 15" E 48' TBC TO TBC 3% CROWN FOR STREETS (TYP) SEE GRADING PLAN FOR SLOPE OF PARKING AREAS 90' EASEMENT WIDTH APPLY TACK COAT BITUMINOUS PLANT MIX SURFACING TYPICAL CURB PRIOR TO PAVING PG 58-28, GRADE B AGGREGATE. 0 1" CRUSHED BASE COURSE O W o ; 6" MINUS SELECT SUB-BASE TYPICAL STREET SECTION COURSE. (PIT RUN) U �_ V SEPARAT SOUTH 11TH AVE. GEOTECHIOFABRCBMIRAFIIOHP370 co W >- J Z s OR EQUIVALENT a H J Q PROJECT IMPROVEMENTS EXISTING COMPACTED SUBGRADE W 0 o 3 TYPICAL PAVEMENT SECTION � p W �U Z ' _ (2) 4" WHITE (2) 4" YELLOW u EXISTING EDGE (2) 4" WHITE N STRIPES STRIPES OF PAVEMENT STRIPES .r.s. Z Z W 2% S 0 E —3% CROW EX CROWN �-EXISTING SLOPE E NOTES fn Q Z p Z ' PARALLEL 1. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF J r J Q N 6' SIDEWALK 14' BOULEVARD 8' PARALLEL 5' BIKE 10' DRIVING 10' DRIVING 5' BIKE PARKING EXISTING BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02230, EXCEPT WHERE SPECIFIED Q W = O PARKING LANE LANE LANE LANE WIDTH VARIES PATHWAY ON THIS DETAIL DRAWING. V Cj) = W 2. GEOTEXTILE FABRIC TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND d Q N c i 24' CL TO TBC 24' TYP CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02110, EXCEPT WHERE } = O t— O- SPECIFIED ON THIS DETAIL DRAWING. acn � m 3 i 90' EASEMENT WIDTH 3. SUB-BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02234, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 6" MINUS MATERIAL IS ALLOWED. DESIGNED CDP DRAWN CDP 4. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CHECKED CDP CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02235, EXCEPT WHERE UTILITY RECORD DRAWING 1-8-15 ?COL C SPECIFIED ON THIS DETAIL DRAWING. GATE 11�13/13 - 5. BITUMINOUS PLANT MIX SURFACING TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02510, EXCEPT SHEET WHERE SPECIFIED ON THIS DETAIL DRAWING. C4.1 WIDTH VARIES UPPER LANDING SEE SITE PLAN UPPER LANDING MAX SLOPE 2% RAMP CONSTRUCTION NOTES MAX SLOPE 2% IN ANY DIRECTION UPPER LANDING T HLY 1. TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS IN ANY DIRECTION °^ '.�° ° NAA ANY DIRECOPE TION AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, ° K-'-r 1970 `.SECTION 02529, AND AMERICANS WITH DISABILITIES (�DETECTABLE SIDEWALK`"° WIDTH VARIES ° ° S1001AL°K ° 4" RETAINING WALLf4CIAR�S�� ACT (ADA) REQUIREMENTS. SEE Sbt PLAN°° SIDEWALK GRASS B GRASS GRASS 2. RAMP AND CURB CAN BE POURED MA SLOPE ux °MONOLITHICALLY. DOWEL WITH 24" N0.5RAMP MAX SLOPE REBAR 3" INTO BACK OF 1:12 `�z3. DETECTABLE WARNING SURFACE COMPLYING WITH WARNING'°° ze CURB, 3" CLEAR z DETECTABLE WARNING _ PEw ° DETECTABLE WAR NGADAAG SHALL COVER THE ENTIRE WIDTH OF THE ° (TYP. BOTH SIDES) a �' SURFACE SURFACERAMP. ONE CORNER OF THE DETECTABLE WARNING ❑ v. E°o3 [a °❑ ❑ ❑"2 - RAMP ❑ ❑ ❑ ❑MUST BE WITHIN 8" OF THE GUTTER FLOW LINE: NO E I ° °° a ° ° 1 1212 MAX RAMP �nq - - Sn ° ❑ - - °OTHER POINT ON THE LEADING EDGE OF THE 12 2a'Mw. . .1.12 z'Mm ° QDETECTABLE WARNING SURFACE MAY BE MORE THAN o5' FROM THE FLOW LINE. cn 4. RAMP WIDTH SHALL BE 5' MINIMUM. RAMP WITH TO BE NO LESS THAN 1' NARROWER THAN SIDEWALK ° ° CONC. CURB°& GUTTER a° ',FACE OF CURB °<° ° °CONC CURB & GUTTER ° °, FACE OF CURB ° CONC. CURB & GUTTER FACE OF CURB C _ WIDTH. ° ° - o ° _ ° ° ° ° ° - to 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2%. ASPHALT SURFACING C ASPHALT SURFACING ASPHALT SURFACING Z Ill 4) 6. RAMPS AND LANDINGS ADJACENT TO STREETS SHALL 6" THICK, OTHER RAMP THICKNESS MAY BE 4". 7. CONCRETE TO BE M-4000. REINFORCE CONCRETE LENGTH AS REQUIRED TO MATCH LENGTH AS REQUIRED TO MATCH W .O(n IN RAMPS WITH FIBERMESH AT A RATE OF 1-1/2 STANDARD SIDEWALK GRADE STANDARD SIDEWALK GRADE Z N LBS. PER C.Y. OR WITH 6"x6"x10 GAUGE WIRE MESH. DEPRESSED WALK oa FLARED SIDE RAMP FLARED SIDE TOP OF CURB 12" RAMP 12" TOP OF CURB TOP OF � .�m 8. OBTAIN A SURFACE TEXTURE ON THE RAMP BY s.s" s.s' s.s' CURB COARSE BROOMING, TRANSVERSE TO THE RAMP (5'-0" MIN) TYP (5'-0" MIN) (5'-0") Z O �� m® SLOPE. 12 W a MAx `O 1t12 MAX iYP. � 1'. 9. TAKE CARE DURING CONSTRUCTION TO ASSURE ❑ ❑ } `O NO LIP NO LIP - LIP UNIFORM RAMP GRADES, FREE OF SAGS AND SHARP J GRADE CHANGES. FLOW LINE SEE CURB DETAIL FLOW LINE SEE CURB DETAIL FLOW LINE RETAINING WALL SEE CURB DETAIL RAMP DETAIL FOR RAMP DETAIL FOR RAMP DETAIL FOR Q PLAZA SIDEWALK SIDEWALK PERPENDICULAR TO CURB SIDEWALK ADJACENT TO CURB N �m° GALVANIZED (FOR SIDEWALKS WIDTH <10') N.T.S. (FOR SIDEWALKS WIDTH <10') STEEL TREAD PLATE N.T.S. WT S 16° Y4"xY2" COUNTERSUNK 8„ L 4/4" CHAMFER AT EDGES MACHINE SCREWS TOP OF SIDEWALK 12 (TYP 3 PER SIDE) #4 HORIZ. ®12'O.C. y ° MAINTAIN 3" COVER d g o 6' DEPTH (TYP) 6"MIN ABOVE SIDEWALK OR FINISHED GRADE . J o w a w ¢ Q s G=4 _ G d CON BETE ° VARY TO PROVIDE FLOW LINE SLOPEq'+.�`- - > a O Q ° - 2"x2"xYa" ANGLE IRON FRAME 30" MAX z _ N Y2"x4' ANCHOR BOLTS OR - { to o m w a o z _ 1 REBAR (TYP 3 PER SIDE) J J 1 REINFORCE WITH 4 VERT.O 16"O.C. COUNTERSUNK MACHINE SIDEWALK ABOVE # ' SCREWS TYP 3 PER SIDE '. W/6' HOOK IN FOOTING. - G ( ) FOOTING - n r� 16 GRADE VARIES 40' ';,. - .� _ P _ n ro SIDEWALK CHASE DETAIL 8%24" CONCRETE FOOTING 0 .E NOTES SCALE 1 Y2" = 1' ALTERNATE HOOKS _ REINFORCE WITH (2) #4 CONT � _ �• �;. \ I�� �� ,�Q ° z � N „� � � � a °- 1. SIDEWALK CHASE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY .3 COVER TYP. OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02529, EXCEPT WHERE _-- - SPECIFIED ON THIS DETAIL DRAWING. QC Oppo00�00000000000Q0000000Qp0 Q°o°.O°O.°o_°o°o.°o°o°O°o.°O°O°O:°o°O 2. THIS DETAIL ONLY APPLIES TO SIDEWALK CHASES ON PRIVATE PROPERTY. TYPICAL CONCRETE LANDSCAPE RETAINING WALL o SIDEWALK CHASES WITHIN PUBLIC STREET ROW SHALL BE CONSTRUCTED IN r" � N ACCORDANCE WITH COB STANDARD DRAWING 2529-14. SCALE 3/q" = 1' I tFCESttl� 0 2.5" BITUMINOUS PLANT MIX SURFACING NOTES PG 58-28, GRADE B AGGREGATE. 1. RETAINING WALL REQUIRED AT REAR OF BUILDING 1 C. COMPACTED-su9c>32i>i CRUSHED BASE (9" OF 1 1/2" ALONG STAIRS AND WALK. SEE GRADING PLAN FOR Q MINUS CRUSHED GRAVEL) LOCATION AND EXTENTS. V f2% CROSS-SLOPE IN a vi_ T a TRAIL TOP SURFACE (3' OF ' " s > U) y TOP WIDTH 3/8" MINUS NATURAL FINES) ..-- -- _ - J Q TOP WIDTH + 2' TRAIL BASE (6" OF 3/4" wlk,iikg@ W bliAD FOR PEDE51'RWr1r_RfiMP,S SP1L¢::El3RB'.. cl)c Q J z MINUS CRUSHED GRAVEL) WIDEN TRAIL 3' AT — v TOP WIDTH + 5' o BENCH LOCATIONS f2% CROSS-SLOPE ----- _ t _ --_______ 1 w _ Z I �W*NM— 10�0 ��lo Am% I a pnPx.�n ozsso MP"' a�ptn f 3/4,dnd �nmgm:_muvq� : � � � Z N TYPICAL ASPHALT PATHWAY SECTION i M n t ba 1 ,6!uu F,Zfi >T o t " .pt o.L mo!eA W 32G tvgnh- N.T.S. s' TOP wIDTH +� a +; teat amen ran d g ,e° W Q Z 6 Z NOTES #kl awl ea w1n,,,c o r 1 fomceao by me zv igakaar-t. ,miake :3 J eQ m l � 9,pf S-i. D22 � sfogK�q[�,�k) _b mi4 kF 8' BASE WIDTH r` l4w�. YgiM nte re (� S9_ 6fa�.f � w = O G 1. PATHWAY TOP WIDTHS ARE 10' FOR STATE AND 14TH STREET PATHWAYS AND naa ss; '*c W!.al mew i 6' FOR CAMPUS BOULEVARD PATHWAY. rovel J Q = N cl 2. PATHWAY TO BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BOZEMAN TYPICAL TRAIL SECTION ,.�.� --- _,.._ _. ""--, -_ Q a STANDARD DRAWING 02529-16, EXCEPT WHERE SPECIFIED ON THIS DETAIL SCALE 3/a" = 1' Y V d 111 m DRAWING.. NOTES pm OF BOZEMAN SCALE; 1 j GRAL CONCRETE N0. 02528-1 1. TRAIL SUBGRADE, AND BASE COURSES SHALL BE COMPACTED TO 95% MAXANnaRD DRAWING NONE: R$ & GUTTER ICI Revised 3. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF mar. 2006: BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02230, EXCEPT WHERE SPECIFIED DRY DENSITY, IN ACCORDANCE WITH MPWSS. - - - - - - _ _ - DESIGNED CDP ON THIS DETAIL DRAWING. &,. �, DRAWN CDP 2. NATURAL FINES TOP SURFACE TO BE MADE OF 80%SAND AND FINE GRAVEL, TYPICAL CURB DETAIL 4. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND 10% SILT, AND 10%CLAY. " L, ,�,- CHECKED CDP N.T.S. 11/13/13 CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02235, EXCEPT WHERE DATE SPECIFIED ON THIS DETAIL DRAWING. WETLAND3. LP RMI{TNCONDIIONNS.WETLANDS TO TRAIL THROUGH BE TWETLANDS ED IN ACCORDANCE BECAPPROX 4" NOTES UTILITY RECORD DRAWING 1-8-15 #4�. SHEET 5. BITUMINOUS PLANT MIX SURFACING TO BE CONSTRUCTED IN COMPLIANCE WITH ABOVE GRADE WITH AN 8' MAX WETLAND FILL WIDTH. MINIMIZE CONSTRUCTION 1. CURB AND GUTTER TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY y, MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02510, EXCEPT TRAFFIC THROUGH WETLANDS, AND RESTORE ALL WETLAND AREAS OUTSIDE OF OF BOZEMAN MODIFICATIONS TO MPWSS SECTION 02528 WHERE SPECIFIED ON THIS DETAIL DRAWING. TRAIL TO EXISTING GRADE. . Nn�9�yc STAH LY 1970 `. 4ClRT�S�� STORM DRAIN PIPE TABLE STORM DRAIN MANHOLE TABLE LU Pie Size in Material Invert in Invert out Length ft Sloe MH begin MH end Sum Elev Q P ( ) 9 ( ) P 9 Manhole Grade Rim/TBC Size P Inv out Inv in Inv in Inv in o C° 30" 4928.22 V .P �, STRM PIA 30 PVC 4928.22 4928.00 82.02 0.27% ST 1A POND A ST 1A 4933.79 Rim 72" 4927.47 30" 4928.22 W 18" 4929.22 SE 37- E z v N P STRM P2A 18 PVC 4929.79 4929.22 56.50 1.00% STUB 2A ST 1A (THERE IS NC ST 2A) O z a 4928.95 4928.21 4928.20 30" 4928.95 30" 4928.95 ` v STRM P3A 30-27- PVC 4929.20 4928.47 269.62 0.27% ST 3A ST 1A ST 3A 4936.77 Rim 60" W 15" 4930.20 S E N O a a LL w CD STRM P4A 15 PVC 4930.61 4930.20 40.59 1.00% ST 4A ST 3A ST 4A 4937.31 TBC 24"X 36" 4929.86 15" 1 4930.61 N 4929.60 4928.95 4928.85 30" 4929.60 30" 4929.60 _ STRM P5A 30-2T PVC 242.12 0.279/6 ST 5A ST 3A ST 5A 4933.83 Rim TBC 60" 2r W 27T 4929.85 E Z w 4929.67 4929.60 4928.92 30" 4929.67 STRM P6A 30� RCP 25.00 0.27% ST 6A ST 5A ST 6A 4933.83 TBC 60" 2F W 18" 4930.67 S 15' 4930.92 E STRM P7A 18 PVC 4932.08 4930.67 140.73 1.00% ST 7A ST 6A ST 7A 4935.48 Rim 48" 4931.33 18" 4932.08 N 15" 4932.33 W 15" 4932.33 E 18" 4932.08 S STRM P8A 15 PVC 4932.56 4932.33 46.80 0.50% ST 8A ST 7A ST 8A 4936.13 TBC 24"X 36" 4931.81 15" 4932.56 E W STRM P9A 15 PVC 4932.49 4932.33 32.06 0.50% ST 9A ST 7A ST 9A 4936.15 TBC 24"X 36" 4931.74 15" 4932.49 W w 0 Co V) STRM P10A 18 PVC 4934.16 4932.08 208.00 1.00% ST 10A ST 7A ST 10A 4938.56 TBC 48" 4933.41 18" 4934.16 N 15" 4934.41 E BIZ V) STRM P11A 15 PVC 4934.58 4934.41 33.98 0.50% ST 11A ST 10A ST 11A 4939.13 TBC 24"X 36" 4933.83 15" 4934.58 W V � -> 'O F N STRM P12A 15 PVC 4932.39 4930.92 294.38 0.50% ST 12A ST 6A ST 12A 4937.40 Rim 48" 4931.64 15" 4932.39 W 15" 4932.39 S 15" 4932.39 E w 0- STRM P13A 15 PVC 4932.85 4932.39 45.45 1.00% ST 13A ST 12A ST 13A 4937.73 TBC 48" 4932.10 15" 4932.85 N 15" 4932.85 S 6" 4933.60 E STRM P14A 15 PVC 4935.17 4932.85 232.08 1.00% ST 14A ST 13A ST 14A 4941.29 TBC 48" 4934.42 15" 4935.17 N 6" 4935.92 SE J s c.ro� STRM P15A 15 PVC 4932.92 4932.39 105.86 0.50% ST 15A ST 12A ST 15A 4937.50 Rim 48" 4932.17 15" 4932.92 W 15" 4932.92 SE00 Q N a LL w STRM P16A 15 PVC 4933.24 4932.92 63.17 0.50% ST 16A ST 15A ST 16A 4937.92 TBC 48" 4932.49 15" 4933.24 NW 'n 0 I_ h m STRM P1B 36 PVC 4932.12 4931.50 104.10 0.60% ST 1B POND B ST 1B 4939.43 Rim 72" 4931.37 36" 4932.12 N 36" 4932.12 E a a m o 0 0 0 U U U U STRM P2B 36 PVC 4933.31 4932.12 197.73 0.60% ST 2B ST 1B ST 2B 4941.75 Rim 72" 4932.56 36" 4933.31 W 30" 4933.81 E 0 STRM P36 30 PVC 4935.46 4933.81 366.56 0.45% ST 3B ST 2B ST 3B 4945.26 Rim 72" 4934.71 30" 4935.46 W 30" 4935.46 E zg o STRM P4B 30 PVC 4936.54 4935.46 238.82 0.45% ST 4B ST 3B ST 4B 4941.83 TBC 72" 4935.79 30" 4936.54 W 30" 4936.54 E 12" 4938.04 N g d ° ao m - o £ STRM P58 12 PVC 4938.19 4938.04 30.00 0.50% ST 5B ST 4B ST 5B 4941.83 TBC 24"X 36" 4937.44 12" 4938.19 S w m a STRM P68 30 PVC 4936.84 4936.54 47.01 0.45% ST 66 ST 48 ST 6B 4941.81 Rim 72 4936.09 30" 4936.84 W 24" 4937.34 S 15" 4938.09E cn o a o z F STRM P713 24 PVC 4937.70 4937.34 35.50 1.00% ST 7B ST 6B ST 7B 4942.19 Rim 60" 4936.95 24" 4937.70 N STRM P813 15 PVC 1 4938.19 4938.09 21.991 0.45% ST 8B ST 6B ST 8B 4941.96 TBC 48" 4937.44 15" 4938.19 W 12" 4938.44 N a a a STRM P96 12 PVC 4938.59 4938.44 30.24 0.50% ST 9B ST 8B ST 9B 4941.96 TBC 24"X 36" 4937.84 12" 4938.59 S \N M\ 4918.10 4912.13 4912.88 4912.88 6 a "� STRM P1C 15 RCP 4911.80 4911.25 78.00 0.71% ST 1C OUTFALL ST 1C Rim 48" 15" �� W IF �91 89- S 4918.26 4913.91 4914.66 4914.66 STRM P2C 15 PVC 4915.72 4911.80 400.00 0.98% ST 2C ST 1 C ST 2C �9 Rim 48" 15" N 15"Rim S w 4928.27 4922.62 4923.37 4923.37 a STRM P3C 15 PVC 4924.59 4915.72 400.00 2.22% ST 3C ST 2C ST 3C . 8 Rim 48" 4928.88 15" 4924.69 N 15" .69 E 4930.39 4925.09 4925.84 4927.16 4925.84 STRM P4C 15 PVC 4926.67 4924.59 174.00 1.20% ST 4C ST 3C ST 4C . 0-Rim 48" 4925.92 15" 4926.67 W 15" . 0 E 4" 4926.67 N&-S a STRM P5C 15 RCP 4928.00 4928.00 9.00 0.00% POND A ST 4C H a STRMPID 15 RCP 4929.17 4928.22 79.00 1.20% ST1D OUTFALL FSTD 4934.00 Rim 48" 4928.42 15" 4929.17 W 15" 4931.50 E 1 1 4" 1 4929.17 N&-S Q STRM P2D 15 RCP 4931.50 4931.50 10.00 0.00% POND B ST 1D W (� a p > U a d fn p } JZ d J U) z Z m W O £ Q H Z > Z 2 Q Z p Z p J � » a O W 2 O 2 = LU � O� Q 20 0 3 cn � acnwm DESIGNED RBR DRAWN CDP CHECKED CDP .� 1• Im.' DATE 11/13/13 UTILITY RECORD DRAWING 1-8-15 x7k� SHEET C4.3 r E��N �yc 7A 48" DIAMETER CONCRETE STAH LY OUTLET STRUCTURE - - - —--— NONE vg� 9��'DCIRT�S� OUTLET CONTROL SLOT OUTLET CONTROL SLOT ��wx "i s1 5" WIDTH FOR NORTH POND 9" WIDTH FOR SOUTH POND ,4� -� .L.R '^ 18, v, W .. 15" RCP PIPE FROM DETENTION BASIN 15" OUTLETS p E�a _ wxaT4�.;x LMy FN Q O d w FLARED END SECTIONco ad a�A -_. Lu T SECTION A Z NOTES 1. OUTLET STRUCTURE TO BE CONSTRUCTED IN `` EXTEND SUBGRADEoDRAIN oPLAN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN I' Lu .2(n LIGHT-DUTY 4" FRAME AND MODIFICATIONS TO MPWSS, SECTION 02720, EXCEPT WHERE - nt! Lu AROUND BASIN PERIMETER '- Z y GRATE, WITH >1.0 SF OPEN SPECIFIED ON THIS DETAIL DRAWING 5 ? ,_ od AREA _ 2. SEE STORM DRAIN OUTFACE PLAN AND PROFILE FOR �I "*3�P-�m•F � .- STRUCTURE RIM, INVERT ELEVATIONS AND PIPE SLOPE. Z p m OUTLET CONTROL SLOT 2" GRADE RING ' L rn��® n m - Lu d L N 2 �........... BOZEMAN STORM DJ?AfN NMLET 00 N a LL 15" RCP PIPE FROM Lo 0 DETENTION BASIN 4" DETENTION BASIN 1. STORM DRAIN INLET MANHOLE TO BE CONSTRUCTED IN SUBGRADE DRAIN INLET COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS INLET TO MPWSS, SECTION 02720, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. } a a a a i m o 0 0 0 INVERT FLUSH WITH POND 2. SEE PIPE AND MANHOLE TABLE FOR STRUCTURE RIM AND v v v v BOTTOM 15" OUTLET------ INVERT ELEVATIONS. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o z o OUTLET z w a o G d EXTEND SUBGRADE DRAIN 9 _ _ a m F o ° AROUND BASIN PERIMETER 4.." - z z N sw e: a � . � ras r M ��+e "+ vx - Ai.ubb.rsw� (n o a o z - ° s [ti L'tGatr� m DETENTION BASIN OUTLET STRUCTURE � m� N.T.S. 'tl�hs F - S,FFf Rw i6m k`14'4S22tY-.4 pR \ N M \ d ''E§n lq;}°L151 i'A�lnade[esusl..m�fi levbu f" o j' Iga++9 .WIa4M[.PI a1�,1M 7,:. I� z lt 4" TOPSOIL CAP� � co ,. MwmSw tl -,orae W �! U 14.w.�i1�A S�Ina.a Finn 0 DRAIN ROCK utoe '"'3 qw tL.-".e w_"etn_.'a _ W PVC STORM GROUT JOINT SO CONCRETE FLARED END DRAIN INSIDE PIPE SECTION AT OUTLET 4" PERF. PVC PIPE y. _ DIAMETERS ALIGN (WITH GROOVE JOINT) GEO-TEXTILE -- (HOLES UP) I' z FABRIC ua1. Wsa r 4. NAK• Stmn 9bhe�mpwiw j 0 0 (� .}', y ;F pe Fnoa ro�ggnanc�5f�lie Q _ =a� �c�nannor gyp.. �� SECTION B a a DETENTION BASIN PIPE INLET DETAIL 4 to =cl) Z N.T.S. 4" TOPSOIL CAP In N M - 0 $3 LLB'FMnT RA AR AM7 1=1203 Q z > z C w Qz - I - - o z Kbvd v � �Kvv o o NOTES NOTES 0 r J CQ o 0 0 0 0 0 0 0 0 0 0 0 0 1. STORM MANHOLE AND CURB INLET TO BE CONSTRUCTED IN 1. STORM MANHOLE AND CURB INLET TO BE CONSTRUCTED IN Q z (Lu = O LV c COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO ) _ MPWSS, SECTION 02720, EXCEPT WHERE SPECIFIED ON THIS DETAIL MPWSS, SECTION 02720, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. DRAWING. cr = O O GEO-TEXTILE B 4" PERE. PVC PIPE 2. MANHOLE DIAMETER VARIES WITH PIPE SIZE. USE 48" DIAMETER 2. MANHOLE DIAMETER VARIES WITH PIPE SIZE. USE 48" DIAMETER 0 0. U) w co a '3gsnCNT4y;' FABRIC LJ (HOLES UP) MANHOLE FOR PIPES 18" OR SMALLER. USE 60" DIAMETER MANHOLE FOR MANHOLE FOR PIPES 18" OR SMALLER. USE 60" DIAMETER MANHOLE FOR 24' PIPE. USE 72" DIAMETER MANHOLE FOR PIPES 30" OR LARGER. 24" PIPE. USE 72" DIAMETER MANHOLE FOR PIPES 30" OR LARGER. CDP r RN, p MULTIPLE PIPE PENETRATIONS MAY REQUIRE LARGER MANHOLE MULTIPLE PIPE PENETRATIONS MAY REQUIRE LARGER MANHOLE DESIGNED °i �q. DIAMETERS. DIAMETERS. DRAWN CDP CHECKED CDP DETENTION BASIN SUBGRADE DRAIN 3. SEE PIPE AND MANHOLE TABLE FOR STRUCTURE RIM AND INVERT 3. SEE PIPE AND MANHOLE TABLE FOR STRUCTURE RIM AND INVERT 11/13/13 UTILITY RECORD DRAWING 1-8-15 - - NTs ELEVATIONS. ELEVATIONS. DATE 4. SUBSTITUTE INLET CASTING FOR ROUND FRAME AND SOLID LID 4. SUBSTITUTE INLET CASTING FOR ROUND FRAME AND SOLID LID WHERE CURB INLET IS NOT REQUIRED. WHERE CURB INLET IS NOT REQUIRED. SHEET C4.4 FINISHE R STORMWATER I C N O RS YP V BST C� DETENTION BASIN BOTTOM EL STAH LY 4931.5 PH E 1 ARK a a 57 STORMWATE �' 9JJ'p tS : 8., e.. a 6 DETENTION 4 v o i W = W > > fn DETEN ION BASIN �1J_ - a rn OUT T TO MDF FAILLE CREEK M _ GD RO RZIP-RAP APRON I _ 0' I PIPEIN " OC Lo m AT IN T(TYP)�_ V a BLDG 8p O 12UNITS/ BUILDIN 6 336UITS/lOsuBDRMS. -1 � J 48 BDRMS. 12 UNITS/48 BD S. I .6 a o u N ova r7� -- — ----- -- ------- ----- _ C _ 06 0 0 0 0 0 0 O o 0 o ti E � o 0 0 0 0 0 IfJ cD h OJ O O N N N N STRM 2" e � W P56 P9B _ — — + — — — — — 1 1— M > STiB TR 36 S M 30 f CC � L P2B ST26 P38 ST3B P4 5 W Q T4 a 0) S M STRM N •� P B P8 -- — -- ----- --- STRM ST713 e N OT 3 E PHAS P7B FOR FUTURE IN E ENSION 0 .� E WITH AREA DR FOR 0 -SITE DRAINAGE O p r L CO N° W W � o�N H N LU V 7 a N I J Ul Is O T I Q OJ Na�w n O CDBE VJ 1 d a d a I I } o 0 0 0 I m U U U U 0 25 50 106 I z o I I z w a 5 i I z SCALE Ild FEET Z = o W > N U N N w z \ O d O Z 3 3 w > w J w N 4965 w n o o m w 4965 h cp M c0 > U v \\\\ � N a Q Q <1 I I <IT I IQ f O N M a 4960 _ w 4960 z a W 4955 4955 J LL O a 4950 4950 Q Z W U_ 0 194% Q GRPG HED N 4945 xis 1.16% CIA D Z (n OAD CL ED GR ExisT1 49�E Q a � oJQ a z Q J F- 4940 4940 ; 0 W � 0 3 APPRo sEisv As N J Z > Z 238.82 L -- — 0 m 4935 .5s LF 0" PVC — Q Z 0 Z V 4935 Q W x 0 60-%- 197.73 LF 36 --------- j ----- Q (L N 4930 4930 IX V (Lcl) X m N p N U 1 n DESIGNED CDP �j VIM o ro o o ro DRAWN CDP 4925 4925 CHECKED CDP DATE 11/13/13 N N N N N N SHEET �,p, �,�, I 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 C4.5 8ST�A��c n o STAH LY _ � N j>n ILI - - - , — > > & P c s I I 4 I 8 SPA E 2 SPA RooF - DRA'N PIPh W O inn� r' I 2 -Ao BU ING 1 I U as 7-- BUILbING 6 UNITS/56 I5 j MS. 9 UNITS/ DRMS. L 7,an to . O O U) p o a O n 4 I SOUTH 11TH AVE o ojf fn ACCESS M..ZI M„Zl M..ZI Z W I = 0000 0o L— < L / r -- ... D c Z (nod � L� (n -j vi cn = W � C4 g y N s , r J CO o as = EL..� LC) �0�m I 0 25 50 100 0 25 50 100 z o SCALE IN FEET SCALE IN FEET ocn z a o W > N O W W W N V7 4970 ~ > 4970 m 4970 - w n v 2 Q U K Q x N W \N M\ d W Q a 6 N n a 4965 J °3 4965 ~ 4965 z n 6 ro W ax 4960 ~ �f 4960 4960 LL O 4955 4955 4955 Z (n Q ¢ U wv zQ > � N 4950 4950 4950 J Ln C a z = J Q HED Q J Z 2.2 W = H N 0 Q c U O 4945 4945 4945 i 3 5 DRIVE ED GRA Q Z Z 4940 GaP 4940 SH 4940 Q r Q = 0 Q W O = 2 = � QD QD N 4935 4935 - --- ---ox_S-- 4935 CC (J) d N W CO N�GN Wq TE _ _ - DESIGNED CDP - 4930 5 DRAWN CDP 4930 ¢./ � 4930 CHECKED CDP DATE 11/13/13 - SHEET 9+00 10+00 11+00 12+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 C4.6 'i 8\ L I I ' oO STAHLY M„8 M„8 M„8 M„8 �IA, M„8 � 'ss ss sss SS ss ss I �---- ------� �9`�sOCIRT�s `. I I r— � I I I I U) F— T v Q °0) I I I I I I I I I I I V zvlam PROJECT BE<<ICHMARK �a ARROW BOLT{ON Q H o„ IL------------ ------------ ---------�---- HYDRANT EL�935.33 —J IL----- ------------L------------L-----J ' i U�da STADIUM CENTER SUBDIVISION Z co PROVIDE INLET PROTECT FOR EXISTING STORM DRAIN INLET O o a w DURING CONSTRUCTION. CONSTRUCT SEDIMENT TRAP f Q BELOW GRADE OF INLET AND CLEAN PERIODICALLY. ell - Lo_ W ASE 1 �OUND� Y D a c'o Z W N 0 0 0 0 0 0 0 N n 4 S ST. + + C, o �. .. M ST3A /M+�� TRM �'30" T5A •� T A STRM T72A 15•' STRM GT7 46A �ST1A �, P3A SA P15AQST MWATERTENTION BASI STR P6ALl" P16BOTTOM ELEV p7P13 4928.0 /� r_F ^`STORM / STRM '•D I I /RW NLET P'AILDING 3 3AV(TYP) BLDG 7 BUILD NG 5 i 12',UNITS/ 12 UNITS/48 DRMS. c o 33 NITS/105 BDRMS. W � N 48 DRMS. q N / W = = Q C> z Erx� / Q _ ST 0 TRM = Z m Q 00 N a w / M ST8 9A 7777 A m M �} B ET 0 Z p V/ 2 N 1 T ) _11, STIR 7 �'-' —J } d a d a / F 14AROOF S 01 m O / 6` e" 0 25 50 100 DRAI PIPE N z Z C) w a � SCALE IN FEET o a w � J v7 4960 4960 — v F M h ro N M Q n N O N r7 a W O N Z 4955 3 O ' a LLJ N N K 4950 4g��;� J LL O � H 4945 0 Z Q B 4945 d zQ a � w � zo > � N 4940 G G (L J z G� EWER ER CL E 1 20 O Q ~ J AD 1. G GRP U) H U) 4935 c� 4935 0 W U) W � O 3 N 63.17 LF 15 U) Lu Z > zIn 4930 242.12 L 30 P C zzo Q Z 0 Z .02 LF 4930 U) = J Q 0 � V) W 21LF z''�• 0•' RCP ©0 27% M O = O O 4925 z AL HIGH GR UNDWATER 4925 ix U) d cn co v DESIGNED CDP o in a DRAWN CDP 4920 a a ° a ° ¢ N N P CDP O rn N 11 4920 CHECKED +o N + ,n + + +� +� + o o R,. / DATE 11/13/13 end? rnw ern � mo'o SHEET 0+-50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 Ci4.7 I ' D D ���lNEf9�,yc I � STAIDLY F+ ppN W wC n E ZI n .n �I mk 00 cn <I U) �I w 0I xn� w N I ed N W ZI z1 0 Q o c0 m n O W C z�C� _� m rn C Z �Wy Cln a l c zCE Me z wZ� cn C,c A 3 w Q N' U'ID A 1 Ln o m W3 0 o y� 3 8)i + + + a c 8" ST7A 8'. SS 4" 4444 PIOA 8•� c L W - 3 w �� --- mA w � znN m O N o II I �, �N� om w Q Q w r— T————— M„2 J Ul o va 00 n o r' om z nz= c/) Ism m m z y og, m A �� yo 1 > a a a F � �A N W zzti m U U U U Q 10 25 50 100 o,A z P>cl F to K z l SCALE IN EET o Z m = 8 > U U N N 3 w W K 0 O O O d O Z O w0 H Jti F w Ld w a O cpW Mw raw MW NOti (n J OLIOi O N r N 4960 z o� a + + +~ +~ +~ +w 4960 w z 71 —Lia . h n m g 4 Q > ti ti Z N Ul U U VI Vl fn p fn In ~~ ~~ ~O X N M Z 4955 4955 a w J_ 4950 4950 ILL O - a F- s 4945 4945 Qw � F- _ w — > � N 4940 ° DRI 49�0 J w V 5.5LF 24" RaoE S AN d V J Q P C O 1.00% FINISH a Q ~ J Q N 7.43% o� w 4935 4:a 0 Q Z 3 cl) 2 > Z � Z 007 Z r QZQZ 4930 493i� M J Q UTILITY RECORD DRAWING 1-8-15 WA o in i = w j Q D Q M N 4925 0 4925 CCCl) (LCl) W m M DESIGNED CDP R 3IIE4 C D P DRAWN 4920 D O N f ° ^_ w o D 4920 CHECKED CDP O O +� DATE 11/13/13 aM a� a� NNj I I �m �� ��^ SHEET —1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 C4'8 EST G' ` i I I I o STAH LY I I �- L_J L_J i� 0 MANDEV LLLE CREEK = �' 1990 �,. _ _' 9`�sOCIRT�s� �n U) Lu PHASE 1 BOUNDARY �D +moo - o zi m A b/n iom \ N "m --- __ n Az z m o m� u) I z moz O L x / 0 z mWozi �xOz z Ln C�C N�"n �� y��m mo "gin ti rrl Wa15 9� G Nf rz mom m n�v r> •C O m z o �� ooA N y ca L I I o �Dmo n Nx W Q W cood ��� m _ V -" N Z O o 1, = m rn W � L��� � 71; m rj y o J ro cn 0 � Q = 1 tv� m N Q � N a 4TH AVE. pnA O Z o m � a � a = ooao m m U U U U -- D 0 25 50 100 z o O a SCALE IN FEET o U U N N o w z � w - s N 4945 4945 - w v N M O N M a Z 4940 4940 i 10LF 15 RCP O % - - mw� Owe 4935 GRADE + +�j 4935 WJ CL E ISTING �'o F�'o 0 BA IN L GRAD N 0 4930 9 % 41% AXIS IN fii y 4930 dz1K Pi Q a nn UNDERDRAIN EL V 4928.00 till rl Z E PVC A --- _ t1•. Q 4925 O 4" PERF PVC 14. 4925 Z m .O UN ERDRAIN irn rn N 400 VC FINI 1 a J in IF I a 4920 N z a > m Ni N m l 4920 Q 'cl)'^^ Z 3 Oa Z Z II rn� IL O W v C ry Q H>> � M N X A I— Z > Z G `no?? err a n v N WA ER Q Z Q Z 4915 m= 4915 J Q O Q � N 4910 �ozzzE� ozz�� 4910 U) (L U) W m N � � O DESIGNED RBR N N 4905 RBR a N DRAWN +� 4905 CHECKED CDP DATE 11/13/13 aF >> SHEET 0+00 1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 C4.9 `v x'1 sElI/'�C STAHLY 0 5 10 20 TBC 4941.37 O ARROW DE TES SW 4941.80 4' SCALE IN FEET N a) o o r o Q � M �a PED RAM (TYP) c M= °b .0 FF 4942.20 Z W m \s-v K 4941.95 Q � is S 4942.20 ti c LU AMP 1: 12 NEW ROW N w S WCUT ND NNECT Z_ y-a GND 4942.10 PROPERTY UN ° T EXISTI G CU � � '°O� SWK 4942.13 C7 TBC 4942.23 NEW MP Z o �F� GND 4942.15 /AA A REMOVE EXIS CU B EX T 49 6.11 0�� E INE TER (TYP) w a SWK 4942,46 16 TBC -942. 2 SWK 42.02 � o � a CONNECT TO '�. _ R20' (TYP) ARROW DENOTES _ � oa4W EXISTING SIDEWALK N �m P) TBC 49 -- -- PED RA TYP TBC 4936.42 Q R21' (TYP) °® TBC 4942.44 N > o 0 0 0 TBC 4942.55 24' r TBC +�942.57 T 99 SWALE � EXIS ING ED E CL 49 6.90 a o R20' (TYP) PA MEET �3% N STATE ST. ROW w w N o 0 0 o, SW CL 4943.00 OW (E TI G EX TING EDG N 8% PROPERTY E) OE TA �j TBC 942.75 � v Q N " AT-GRADE COLORE �' Lu 35' (TYP) - CL 0W (EXIS ING TEXTURED CONCRETE 2%� I�24' Q DE INE TER (TYP) PRO ERTY LINE) MEDIAN ISLAND TBC 4937.28 TBC 1943.47 ARRO DENOTES Z TBC 4943.25 TBC 4943.25 C N PED MP (TYP ) Q NEW STOP/ EW AMP SWK 4937.80 TBC 4937. 5 CL 4937.55 H TYP) STREET SIGN TBC 43.64 ~ ~ w TBC 4 37.30 U) Q SWK 4944.06 R20' (TYP) 9 °°°° °° U c� - - 4938.15 5' (TYP) NE MP TBC 943. 4 0 a D GND 4944.5 TBC 4943.94 16' VVVV °°° U Q SWK 4938.05 Q u J Z GND 944.59 R35' TYP TN 35' (TY J W Q ~ = H a Z � v� - S 4945,15 ZV yW � O (1) STEP SW 4944.50 = z ? z 4 2 ' < EEi ( STEP R35' (TYP) N FF 4938.20 �3% W W = O C 937.92 cl NEW RO H Q � wN 3 TBC 4944.44 z r a ch w m FF 4945.15 PROP RT LINE SW 4944.95 4 N o DESIGNEDCDP DRAWN cDP ° SWK 4945,15 C 2%A `D nE��Ip r CHECKED CDP/13/13 = � . UTILITY RECORD DRAWING 1-8-15 r�<a, L�1t °ATE 11TH AVE AND 11TH AVE ACCESS 11TH AVE AND STATE STD SHEET " C4.10 1I ElI/'�C STAHLY 1970 `. LND 9 3.90 W F- -6 0 SW 49 1.77 ---- 0 5 10 20 Q ����® U E(D ao co co SW 49 1.95 SCALE IN FEET N N ao J O u FF 4949.15 � v) c� FF 4944.00 N � M N a Q (4) STEPS SW 4949. 0 Q M= > W/HANDRAILS Q T SW 4 42.06 C 2%� c o 1947.79 z W Q SWK 4949.15 r GND 4949.05 EW ROW W o� GND 4943.29 [,]W 4942.15 GND 4943.33 GND 4943.44 PROPERT LINE W N GND 4949.05 z y-a GND 4949.10 SW 4949.35 C7 `� '°O� 0 N STOP/ BC 49 2.15 2 NEW NP W a °�W BEET SIGN )48.74 S 4949.45 ® 2- PR PERTY TBC 4949.24 TBC 474 .32 BC 4942.36 Na4W LINE TBC 4 ® 6 7' W OW H CO N W ROW P OPERTY LINE N SWK 4942.57 -- - Ln (PROPERTY LINE R25' (TYP T a a a a -BC 494 .48 I m0000 U U U U 4942.29 TB 4 42.48 TBC 49 HIGH POINT EXI TING EDGE 3 DELINEATER (TYP) 4949.50 N OF�AVEME o o a ARROW DENOTES CL SOW (E ING a m g TBC 4941.83 FED RAMP (TYP) P PERTY E) w z TBC 4942.59 o U U U J 2RROW D N.OTES TBC z941. o M �1. 4% 3-' CL 4950.60 CAMPUS BLVD. z N M 1 47% �� CL 4942. 5 CAMPUS BLVD. CL 49 2.21 CL 4 49.65 TBC 450.35 x L 49 2.08 �1.94 �� WARP CROWN OF j TBC 4941.96 SOUTH LANL liNlu N 4941 TBC .8 " 9 R35' (TYP) INTERSECTION J y O GRADE NE STOP/ r o] W w . 4.0% ST ET SIGN v) v Q � U TBC 4942.59 a Q w V U b RELO ATE EXI ING Q x R35' (TYP) TBC 4950.30 j ( ) ? Q CL 942.28P20' (TYP) U Q END ROW CONNECT TO z >. � z 7 N R (TYP) EXISTING PAV EN j aJ cl) 0 TBC 4942.34 TBC 4942.34 NEW RO z oo w U) 0! cn TBC 4942 TBC 4942.53 NEW ROW TBC 4951.48 0 j Z > z 2 b _ NEW BARRICADE SIGNS (3)-� ITBC 4951.48 U oL Q z p z w J Q EXISTING STREET w V U) x w EASEMENT w p Q p N ZQ ac°nwm DESIGNED CDP DRAWN CDP o CAMPUS BLVD AND 12TH AVE CAMPUS BLVD AND 11TH AVE CHECKED CDP ACCESS SOUTH ddtr. 7 't DATE 11/13/13 z S �J���. SHEET UTILITY RECORD DRAWING 1-8-15 C4.11 ISCn�9�yc N N STAH LY ro W W o cW.> o o 0 0 0 0 U xo oN o 0 0 0 19,0 z Cn Cn W V z J a oz o 0 o O o 9' 4CI00. O �W JZ W Z z �U < z z z z ~ z tY U) W ~ Z m J N Z o o W o o Z a U W J J J J i Q �cS --0w------ O O w < f a aZ Z a a -- w Z� o o g o zo g 'o J wo w J W �z Z W U �a mo o O m Q 177 7— = J3 0 ~ W z o¢ W o z N N� of C/) o a (n = W T H T vpi Z = H T L U _ a F 0 -r---- m= pz Z Oa Q 0� o Z Z I Q Z a a w m H a m aLu a s O a Z a Q N oM W z U �F �� J = 0 w V) wU w Ob 0 X w Z C 3 C) F- O1 L W W J a s O W w� wo Q o 0 ors Ur C 0 W F Z - CO W wF ww a a w �o �o W w W w � wm w Z W O -i a w W O O - W (/) "i vzi ri a m m W z s i W O Z 0- W a U (n W p 0 Ow O W N � F- � -Lu F- 2 Z 000 V a d W v = w 1l1� U0(q I N �>�ozo!YlY O I oddn o o mwozwo o Z N�rn~ �N�� °N�®&oE tO o0 aow d�N6u ,Qw n a W - z= aS a� w Zo o w sa0 Q 'Ma z~o=� Wo a N wQo aw �za� o og a H O N W F J W U W z ¢ m M w 2 O Z J W Z U W>p Z N w Q N Za K Z¢ d z J w > K= K x Oma >N JFK Z VI mpp JW OUP¢ OU N~ o a d'Vl Q Na�w Z a�w aawinw xx �cn a �m� z3 ¢ c~.�J=W a sw iro x oo vo � OZwdoZ Z 0 N O JK 0 Q z Z ¢Q zQ � � =yaw Jm o �m o Q ��I-o p z-0 n o o a a o z0 oz w of - w Z0 ¢a o OOY 0 0 o 0 oF- a I nor ��z-m of N� z <a� m UWop U m a < Q w-oU w<am< �w w� a Iwo 30 amp¢ �a o<� w w� z o 0 0 0 a m Z a I ow¢a ovi-,cw. o �o -z w zwd =a �' o-mw W �Z of a -1 m g o F F- W Z zwm ozoz? w �o 0 oW aa0 z a<- J o z 5 W O C7 I zF-a zoumo wF zo 6 3Z E wNa- a �w L� oI > d o ZW F- a d wow" p¢aTa Za o0 O �N cna ¢ ~o v¢i m wZ p3 w o a m p W L(CD I ��Z� WF�a "�' oo� wm o oam, oz ow m mN w N ¢M=w ma�Dd �w M zz >H >wwW a �O z J J> > w z m ¢ �� W I m oo�a J�a�� Nz a- m op¢o c~i cn > o~�z 0 No a� J zz ¢ �¢ w O w JUZ ¢p m dN=cn iw ¢m N Ow N J m V W F Z I zzo� =mom=N oo Wx o aa� zN ¢ �zaQ o JQ o Q W - pC w �w0�m F w� 0 zZ o- w ¢o-m 3 �z wp Q' O I �— ��zv~i -`n aF}w zo m3 z p¢� �� xcn z ¢ �� J wow M M v a a 0Z I Z oo¢m �wv~aww MN Jz zJ z� a -on �Z LL r�� n " O O- ��� mo zm wz ao w oa �0 0 wo 0- v No> a M n ro Q c G F In I O W O �mo ¢U ¢W (n UwZVlV z�~ O¢ ¢j Yw U F' Z- U =- Z Y ¢V- H O CC o W O XU �w � ¢��m ? aJJ °� o a NWQ F- coW a oa oW? wN�omo o oI` H J zWZZC) Weta N z: -ow ,o Oz O az o ( - o- as wowW mw wo wo zav of U > om oa �o UVUOU w w00WUI-U ao ¢ ao z �w ow o � z� mJ� >ow o aOr > J L� 0 Q Q w o wNZ d' H O Wa maa¢wdazaZ m1 m or � �c0z ^a� az no ¢zz0W � L niw wmo riw a Sri¢ <0u3 �3 ro o; wo o -o- Rio ri(A fopopO I - ILL a � Q ---- --- ---- --- �� Q N z U5 U W Z W o a oN LL m \ Z F cc H W W W c Q U d UJ d' o } W W ` Z o Z H J Q ~ J O Y W Q J rn d � � Q 00 U Q W o0 �¢ F- fn � � Z a 0 m d ILLd m v IM p W 0 uaai O = Z > Z W a ? E Z � � � � � � a. Lu fn H = W zz Imo' cl) atAIXm w z z o 0 " CDP 33a� ,I - F F Z Z W DESIGNED F F H T DRAWN RBR D o0 0 O m 0 3j n3�NbW a� CHECKED CDP/1 DATE 3/13 SHEET UTILITY RECORD DRAWING 1-8-15 - C5.0 CONNECT NEW 1NEfSTRIPING ,�jy�, L4 STRIPINGWARKING NOTES: EXISTING o 20' ( EST3 8 1. LANE LINES TO BE EPDXY PAINTED IN REMOVE AND CROSS- COMPLIANCE WITH MONTANA DEPT. OF RESET EXISTING (2) STREET NAME PLACARD STAH LY O STOP BAR (SOLID) WALK TRANSPORTATION (MDT) SPECIFICATIONS SECTION W1-4L SIGN--- $I Nome 9"H GREEN PLACARD WITH BEGIN BIKE 4" WHITE r1 620. 6"H WHITE LETTERS �'p 1990 LANE PAINT �♦ LANE LINES (TYP) OR YIELD BAR (TRINAGLES) -[ O/ WHERE NO STOP SIGN T 2. STOP BARS, YIELD BARS, SYMBOLS, AND O �4ClAl CROSSWALKS TO BE CROSSWALKS TO BE PLASTIC CONSTRUCTED IN 1 `J- R1-1 30%30" 1 8" WHITE STRIPE OR COMPLIANCE WITH MPWSS SIXTH EDITION AS COLORED TEXTURED MODIFIED BY CITY OF BOZEMAN. '^ PARKING WHITE PLASTIC CONCRETE AS SHOWN vJ LANE PAVEMENT MARKINGS T 3. ALL CURB BULBS AND ALL OTHER NO PARKING W m CENTERED IN LANE ZONES ON BOTH SIDES OF PUBLIC STREETS 11TH (2) STREET NAME ( ) ( 1 A St Name PLACARD ONLY _ N AVE AND CAMPUS BLVD) TO BE PAINTED YELLOW. CURB & GUTTER 4. SITE PARKING STRIPING MAY BE WATER-BASED HR a ° CURB & GUTTER 2 R7-108 12"x18" STOP SIGN WHERE PAINT. PARKIN WHITE/GREEN a SHOWN REMOVE EXISTIN I O 7:00 AY O z a 5. FIRE LANES DEPICTED BY RED LINES ON THE STRIPING (ZIG Z ) TO 6:00 PM RIGHT, LEFT AND Wg °�J TYPICAL BIKE LANE MARKING DETAIL TYPICAL STOPNEILD BAR AND CROSSWALK MARKING DETAIL PLAN SHALL HAVE CURBS PAINTED RED WITH WHITE a--► DOUBLE ARROW ` U _ e.T.s. e Ts LETTRING "FIRE LANE - NO PARKING" EVERY 25 FEET. 1 RESERVE Q Q r�°' PARKING R7-8 12"X18" Q REMOVE AND 8 ' O ® RESERVED PARKING SIGN OAS '�i 0 25 50 100 RESET EXISTIN WITH MAX FINE PER LOCAL CHEVRONS ORIDINANCES Z W MA%FINE SCALE IN FEET c INSTALL WHITE W 11-2 30"x30" IJJ Q /) ®e FLEXIBLE DELINEATORS 4 O FLOURESCENT YELLOW W AT ALL CURB BU S WITH DOWNWARD ARROW Z I Q ' ,,- --------------- 8 ?cOm T II 4� REPLACE ARROW WITH Z Q o vv vlvv 4A AHEAD i m. N O "AHEAD SUPPLEMENTAL w IZ i'O m= 1 PLAQUE 00 N = O O O DEAD END BARRICADE SIGN_ 5 OpOpO 18"x18" PER COB DETAIL T N a c p 09810-2 - Q OJ a aLLw - 8 8 h m I 3 3 0 © Ll R7-3A 12"x1B" i WHITE/RED a a a a % 8 8 E, RIGHT ARROW > o 0 0 0 i c � � O 0 I m U U U U NO R7-3A 12"x18" z 3 12 0 11 2 PARKING 11 O HERE TO WHITE/RED z w a g CORNER LEFT ARROW N d ( a m - o � z z W U U N N K U � � V4 D nn / I I ITITI INO w � mQ � 00 PARKING R7-1 12"x15" o a o z 1 12 11 2 g ED O neE DOUBLER ARROW w E I { H NO El PARKING R7-1 1z"x1b" o O i ANY WHITE/RED N n i TIME RIGHT ARROW a I 8 I I z 1 O gym �� 10 PAR ONG WHITE/REDi 8" <8 TIME LEFT ARROW i ®® o � moo a � o00 0 00o ii a i ez O O O O Y CCAR CT 12%18" 1 11 PARKING WHITE/GREEN 1 01 i 12 11 12 11 OIL; RIGHT ARROW COCARMPACT W 12"xl b" Q c� 12 PARKIN LEFWHITEARREE J V 11 12 11 12 �- > ET EXI W1-4L SIG ��[L/ U 9 i 8 8 9 9 LL J Z SIGNING NOTES: 1. SIGNS TO BE INSTALLED IN COMPLIANCE WITH Q Q i = _ CITY OF BOZEMAN MODIFICATIONS TO MPWSS, 'w Z = SECTION 09810. cn I co 2. SIGN POSTS TO BE PLACED 3.5 FEET BEHIND 0 w 00 CURB OR 12 INCHES BEHIND CURBWALK. Z Z > Z i o � i 3. CURB DELINATORS TO BE WHITE SHUR-FLE>: Q Z 0 Z � _ 1 DRIVEABLE DELINEATORS #SDO031. Q J Q gl Z fnH_ = w N ----- ---------- ---------- ---------- x O O 911 acnCDP � m I UTILITY RECORD DRAWING 1-8-15 8 ' T DRAWN CDP ONSITE SIGNAGE NOT YET COMPLETED © �� ,�,p CHECKED CDP 1 e DATE 11/13/13 ----- RESET "fig CHEVRONS SHEET 8 i C 6.0