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Home My WebLink AboutPhase 1 and Stadium View at South University Distric - Record Drawings 9-8-2015 /yC CONSTRUCTION PLANS FOR: sT ' PHASE 1 AND STADIUM VIEW AT STAHLY SOUTH UNIVERSITY DISTRICT co o�a � 0 BOZEMAN MONTANA CO ^� � V ��a as v o 0i�X, VJ L U� uia a SHEET INDEX ¢ oa w TITLE SHEET T 1.0 OVERALL GRADING AND DRAINAGE PLAN C 4.0 06 �0)SITE PLAN SD 1.0 GRADING AND DRAINAGE PLAN - NORTHEAST C 4.0 A Z W CIVIL SPECIFICATIONS C 0.1 GRADING AND DRAINAGE PLAN -SOUTHEAST C 4.0 B F @ i PLAT/ EASEMENT SUMMARY MAP C 0.2 GRADING AND DRAINAGE PLAN -SOUTHWEST C 4.0 C W o_co CONSTRUCTION FACILITIES PLAN C 0.3 GRADING AND DRAINAGE PLAN - NORTHWEST C 4.0 D W Ito Z m 06 CIVIL SITE PLAN C 1.0 TYPICAL STREET SECTIONS C 4.1 Z o _oo SHALLOW UTILITY PLAN C 1.1 CIVIL SITE DETAILS C 4.2 W a >_") WATER SITE PLAN C 2.0 STORM DRAIN PIPE AND MANHOLE TABLES C 4.3 0�� a J "oJ WATER SYSTEM DETAILS C 2.1 DRAINAGE AND GRADING DETAILS C 4.4 GO o WATER PLAN AND PROFILE -CAMPUS BLVD C 2.2 ROAD AND STORM PLAN AND PROFILE -CAMPUS BLVD C 4.5 Q co 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 CD 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 a a m U U U U U WATER PLAN AND PROFILE - NORTH PARKING LOT C 2.5 ROAD AND STORM PLAN AND PROFILE -SOUTH 12TH AVE ACCESSES C 4.8 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 1 a 3 a 0 WATER/FIRE SERVICE PLAN AND PROFILE - BLDG 3, and 4 C 2.8 INTERSECTION PLAN CAMPUS BLVD/ 11TH AND C 4.11 o a o z o FIRE SERVICE PLAN AND PROFILE - BLDG 1, 2, and 5 C 2.9 CAMPUS BLVD / 12TH ACCESS SOUTH 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 AD ALGEBRAIC DIFFERENCE SEWER PLAN AND PROFILE - NORTH PARKING LOT C 3.5 BVCE______BEGINNING OF VERTICAL CURVE ELEVATION RECORD DRAWING 9-8- BVCS BEG KIN NG OF VERTICAL CURVE STATION SEWER PLAN AND PROFILE -SOUTH PARKING LOT C 3.6 ------CENTERLINE E 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 _ HDPE------HIGH-DENSITY POLYETHYLENE V e I- g3 wMe^aarnry M MAX MAXIMUM W �/ I O fh wwla 31 t�e+ t�pt a WI.hM St t�st E10-S+ EAIISHV PROPERTY LINE STORM DRAINAGE SWALE < MH--------M ANHOLE IL Wseemek st I-- ^weehexN st 4 9+ WBaecacw St m wfimrocl.s c«4s N_ r TBC 4937.55 MIN-------MINIMUM Q Eeae Bozeman CONTOURS(2 FT.INTERVALS) 49iB -4944 SPOT ELEVATIONS(FG) N/A � PC--------POINT OF CURVATURE (n _I v a�aric uma.y 5 BENCHMARK DRAINAGE FLOW DIRECTION PCC_______PONT OF COMPOUND CURVE U Boperl Poole 1 a+ "- x�a PRCPOINT OF REVERSE CURVE Q _ wn«nat wx msi > p N wxem y WATER COURSE GRADE BREAK J q g S _ nK PT________POINT OF TANGENT Q J Z • p1 N y ' wo^w<.aees PVCPOLYVINL CHLORIDE Ridge 9 g Safi WETLAND SIDEWALK CHASE = Q o F r eur;cUb ra�s, atP.�a .,� p 3 5' m N n y PVI________POINT OF VERTICAL INTERSECTION LQ rn a 'I s t WATER COURSE SETBACK -------- STORMWATER DETENTION BASIN O r (I� Z 4 so�nname SCH_______SCHEDULE -�i S�i-MUMne Ln-MuiRne l;ll , -IA,5.191>>. WCollape fit WCCIege S, Parl.� S_________SANITARY y � � 0 I CONCRETE CURB AND GUTTER RETAINING WALL<30"HEIGHT W ,^ € p ^ H STA_______STATION V �1 `" Bozeman WATER LINE BW 8 COLORED TEXTURED CONC.CROSSWALK - SWK_______SIDEWALK W Z Z --- wcarards Y Deospmi TBC_ - - _TOP BACK CURB p wcareeld 9x 3 WATER VALVE/CURB STOP SIGN v v I g m �qN TOF_ _ _ _TOP OF FOUNDATION W a gT ? Z FIRE HYDRANT (y@ID OVERHEAD ELECTRIC orE TOW_ - - -TOP OF WALL = r Q I MPtrtana stale g I- m Hy0 Fy F � BLOW-OFF STA-------STATION R„ TYP-------TYPICAL W y i = W SANITARY SEWER LINE POWER POLE `O_. J = N j I 8 w h 8"SS VCVERTICAL CURVE a A I I 1 I r I+vama,o I I _I♦ SANITARY SEWER MANHOLE O O GUY WIRE -> W---------WATER Co CO h I "'tom meR g'I Nc ggl� SANITARY SEWER CLEANOUT 0 0 ELECTRIC PEDESTAL/BOX DO F_ (L V) w m v u YIt4 ;w- _-, STORM DRAIN SD 18 LIGHT STANDARD � I I A I FK,ar e+.d It a c 0° VERIFY SCALE spireCamlwg k. STORM DRAINAGE MANHOLE O NATURAL GAS LINE c- FOR REDUCED PRINTS DESIGNED CDP RiplilNaw SITE , t _ w- STORM CURB INLET o Q UNDERGROUND COMMUNICATION coMn� w «.»- D �., hnoN??.N DRAWN BAR CDP reen�loe�ea sou0 Pan 5 :CORDELLO.'. CHECKED 11/13/13 Valley New STORM CATCH BASIN B COMMUNICATION PEDESTAL T❑ p a0Q.1, `?1 POOL DATE T THIS LINE IS ONE p',N0.11645j'E w INCH LONG IN THE oT c)-g,�S•_� ORIGINAL DRAWING F'SSApENSE.aOa SHEET �ONAI-E T1.0 ---------------------------------- -------------------------------- -------------------------- ------------- - --------------J ��1NEf STADIUM CENTER SUBDIVISION EST STAH LY -_ J N DARY M 9`�fOCIAT�S�� - " �pl LwL - 10'CONCRETE PATHWAY 10'CONCRETE PATHWAY r p O z - I _ 117 i _______________________________ PROP.LINE PROP.LINE j p(D N __ I vav v vv N 15' ___ _______-S.B.- -____ _____ _____ ______ __ __ ____ _____ _ ______ _____ ___ U ____ $ COMME CIAO •'�o�m B DG 7 3 ko BUILDING 5 w BUILDING 3 lo' 763';262' SHE ± U o 0 0 0 33 UNITS 105 BDRMS. _ry /NIT 12 UNITS 48 BDRMS. 11'12 U S //48 BDRMS. - II a N o x o Lu Vr C O 15 �_ U ��11�-L Z W N �I � I U) Z mi g�g L COVERED H 6' EWALK 6'SIDEWALK y j w O ;i $III BIKE 14 J Fi wN Z U1-a I CO CROSSWALK(T 'S m �I� 15 .?co 2G ERELANE YP) 26'FIRELANE i w O W W a i�Nam® i A S - - I CO P PA ES N of g m O 1 N O COLUBHSE LL d a J .H C T T lc'[- 0 +tD 41t 34 � �n Ac L I ry LQ 11)I. o I H Lc) 0 hm 280' II 253' � N I I LEAST c � /i I r o 0 0 0 0 0 0 I PHASE 1B I m I (LIGHT) 3 8'CON Y I CONCRETE PATHWA I Z LOT 1 d ouT000R W N Z o 5 RAG BENCH(TYP �AMENIT' Z W Z d w g O S GARAGE I �I 0 9.82 ac. o I ry 572' I ' I I ILAI LLEYBALL I 'L I B'CONCRETE PATHWAY U) LL K I a - I I I I I I ! Q M c\O W7FU f7 r DJ W I I I N N M 0I I I N M tp r I TRASH Z I I I w E I - 01 i zn II 1 - I O N m 'O 1 M4 � I I '-I ' I ry I -I 77 PA SACS O Pg T 5 ACI S L V I 'COLORED TIXRIRED I O CROSSWALK �I 26'FIRElANE ) 26'FIRELANE l m I I I I � I I S 3 - Q - 0 C I iLLLLLLrLL BIKE 14 Hfi'SIBENALK _ 6'SIDEINALK J I ( ) F — I w I N LL M U- I 67' co Y I - 5 _ 3 N Z J CORDELL D.'. 259 _- rn Q J Q POOL p v'.No.11695PE;w III 14' B LD O 112 - i�I H fA — ~ �$s v�=u 12 uNI s/ BUILDING 6 ry BUILDING 4 I 63' t v) W U) o SS�ONA�EC� III - - 33 UNITS/105 BDRMS. TRAs 5' ,1 W (D c 12 UNITS/48 BD MS. I 0 I 48 BDR S. 3 � Z --------------- ---------- ----- ---- -- ----- ------------ --- - ---- --- o ----- -15�S.B. f ----- 15'S.B. _ _}o B-_1 Z Q f I � Z _______________________________________________________________________ ROP.LINE ` PROP.LINE ' Q r J Qc V SIDEWALK 6'SIDEWALK _ J W Z O G I a ;m � q ; --- W Q N 13 PARALLEL T IOI^ H OO �,/^� 11 INTERSECTION SIGHT TRIANGLES NInINTERSECNON SIGHT TRIANGLES v/ au) w co a rn a- OVERFLOW PARIQNG DESIGNED CDP DRAWN CDP CHECKED CDP DATE 11/13/13 0 20 40 80 LOT 3 (FUTURE PHASE) RECORD DRAWING 9-8-15 ! SHEET 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 PRECAST CONCRETE STRUCTURES CONTRACTOR MANUFACTURER'S SHOP DRAWINGS AND MATERIAL SPECIFICATIONS N/A Q �m N PIPELINE BEDDING MATERIAL CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I., 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE U ON SITE TRENCH BACKFILL MATERIAL CONTRACTOR NONE 1 REPRESENTATIVE SAMPLE FOR EACH TYPE OF MATERIAL ENCOUNTERED O « ON SITE UNCLASSIFIED EXCAVATION MATERIAL CONTRACTOR NONE 1 REPRESENTATIVE SAMPLE FOR EACH TYPE OF MATERIAL ENCOUNTERED '(n L U �; ROAD SUB-BASE CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE o r x w CRUSHED BASE COURSE CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I, FRACTURED FACES, WEAR. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE =a ASPHALT CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER SEE MATERIALS TESTING 06 '0 i EXTERIOR CONCRETE CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER SEE MATERIALS TESTING Z W Fr ON-SITE MATERIALS TESTING (PUBLIC STREETS AND UTILITIES) W o PRODUCT PARTY RESPONSIBLE TO OBTAIN TESTS TEST FREQUENCY TEST REQUIREMENT a STANDARD Z 0 od TRENCH EXCAVATION, BACKFILL AND COMPACTION ENGINEER 1 TEST PER 50 LINEAR FEET OF TRENCH* 95% BY AASHTO 599 OR ASTM D698 PER MPWSSco fI� 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 v Q �7 SUB-BASE COURSE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 10,000 SQUARE FEET PARKING LOT 95% BY AASHTO T99 PER MPWSS Z i�N 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 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 J a a a ASPHALT CORE SAMPLES I ENGINEE 14 CORES PER 1000 TONS ON ROAD AND 2 CORES PER PARKING LOT THICKNESS AND 93% BY ASTM D2041 PER MPWSS NaLLw CONCRETE � ENGINEER 1 TEST PER POUR MIN, OR 1 TEST PER 50 C.Y. TEMP. AIR, SLUMP, 4 CYLINDERS, PER MPWSS � �o I�m -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. y a 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 o a a o a r m o0 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 z m m a w SIDEWALK, PARKING LOTS, LANDSCAPE WALLS ARE SHOWN ON TO THE CITY OF BOZEMAN FOR ALL PUBLIC INFRASTRUCTURE. to o a o z THE ARCHITECTURAL PLANS. WARRANTY PERIOD BEGINS UPON ACCEPTANCE OF 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 w o 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. 2) CIVIL SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN ABOVE COB DATUM. BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN WATER DEPARTMENT WITH THE COST PAID BY THE d n ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD WI ALL OFF CONTRACTOR. THE CONTRACTOR SHALL EXCAVATE THE SITE CONSTRUCTION SHALL BE CONDUCTED FROM BOZEMAN PERSONNEL ONLY. EXISTING MAIN AT THE LOCATION TO BE TAPPED TO CONFIRM 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 \\\\\ SUFFICIENT TO LAYOUT WORK. STAKING OF PUBLIC STREETS 2) PIPE-LINE BEDDING TO BE TYPE 1 FROM 4" BELOW THE ¢ n ro ca MODIFICATIONS TO MPWSS, 6TH EDITION, AND ANY ADDENDUMS. FITTINGS. THE TAPPING SLEEVE SHALL BE INSTALLED WITH THE \\\\\\ AND UTILITIES AND BUILDINGS TO BE UNDER THE DIRECTION OF PIPE TO 6" ABOVE THE PIPE. PIPE-LINE BACKFILL SHALL BE a a n m 8) CONTRACTOR SHALL CONDUCT WORK IN ACCORDANCE WITH OUTLET SET ON THE HORIZONTAL PLANE. THE TAPPING SLEEVE 3) THE LOCATION OF EXISTING WATER LINES, SEWERS, TANKS, THE STORM WATER POLLUTION PREVENTION PLAN (SWEEP) AND THE LICENSED SURVEYOR. TYPE A BELOW STREET ROW, PARKING LOTS, AND SIDEWALKS.TYPE B BACKFILL MAY BE USED FOR STORM DRAINS OUTSIDE SHALL BE PRESSURE TESTED AND WITNESSED BY THE ENGINEER E CULVERTS AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE. ANY STREAM AND WETLAND PERMITS. PRIOR TO TAPPING BY THE CITY. A CONCRETE THRUST BLOCK CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF 3) SITE WORK STAKING SHALL CONSIST OF GRADED OFFSETS OF ROADS AND PARKING LOTS. SHALL BE INSTALLED BEHIND THE TEE. THESE FACILITIES AS NECESSARY TO MAKE CONNECTIONS TO OR 9) CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO TO TOP BACK OF CURB AT BEGINNINGS AND ENDS OF CURVES AND 50' STATIONS ON TANGENTS. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATER 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. 4 WATER LINE STAKING SHALL CONSIST OF 20' GRADED EDGE TO EDGE AND 18 INCHES VERTICALLY AT CROSSINGS. WATER PIPE UNLESS SPECIFIED OTHERWISE. AND SEWER LINES TO ESTABLISH THE EXACT LOCATION OF OFFSETS AT FITTINGS, VALVES, HYDRANTS, AND AT 50' THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF THESE UTILITIES. CO A PRELIMINARY GEOTECHNICAL EVALUATION HAS BEEN ADJACENT WATER OR SEWER MAINS TO CONFIRM SEPARATION 3) THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH STATIONS. HAS BEEN MET. PER MPWSS NO. 02660-2. CONDUCTED BY SK GEOTECHNICAL. COPIES OF THE REPORT SECTION 02221 OF 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, TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL DRAWINGS N0. 02213-1 AND 02213-2. DAMAGE TO EXISTING PAVEMENT. ANY DAMAGE TO EXISTING BLOWOFFS, VALVES, ETC. AS MAY BE NECESSARY TO � - 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 MPWSS 02660 AND AWWA C600, TEST PRESSURE TO BE 200 Z = Q U 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 9 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, Q W C7 COC 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 G FAX (406) 522-9528 CONSTRUCTION. Q Z Z 9) CONTRACTOR TO PROVIDE A COMPLETED "CONTRACTORS Lu MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" d r = J Q TO THE CITY ENGINEERING DEPARTMENT FOR FIRE SERVICE (n w = O LINES. J = W = O H O U atgwco DESIGNED ...... DRAWN APD GORDELLD,'. CHECKED CDP POOL DATE 11/13/13 RECORD DRAWING 9-8-15 9.No.11645PE;w o.q ,s•« SHEET ONALti C0.1 'l" 30.00, KAGY BLVD. g��/'yC STAHLY 1970 `. N IR0- Exist.45'R.O.W. (Plat J-272) N W L Q c Q_ oc0 � 0 50 100 200 () c n v Q O H o Z N SCALE IN FEET (n U v �¢ Q N p �aw o I (n u7 N L C 0 Z W Exist.45'public street&ata.eo: entW (Doc.201257)m W .O v! Z (p 05 w, 389.33' 102244' f R W ,>00 c V STATE ST. (Proposedr ybdi sia L- o i Ight-of-way) Z L CY)an ----- W a `� ' an r— 74t52'------ -----� L 2 ,, L R=zso.op // 30atetle 45 \ \ a o" / /r and sewer line \ \ J o a a / /�344 22' easement = E s x R=zzo.00' Q � w a w ; JL 1 T F— �m �/ I I �; 45' r-------------I lilt---------------1 10'wide public a a a a a a a a I Lot 2 access easement an o o 0 o 0 0 0 6.41 Acres Lot 1 9.82 Acres �6—wide—public acces easem-t 1 5a J z o L LL1 �- - - - 7 a z z v or -----`— --- ---ti------ 30'wide W ¢ U c5 a o I FTT----- - Q t water ao20 de anasne v10 La utility easement eemeni z w `n a F a r I1 I-------------� TU- I49,91' 1 (n 1 1 1 ------------------ South Universit 5e ¢District Property Line 7o.oa'New public street ea ment 30'widewatereOoemeilnt20'widee andd se r line� util. as ent asemento L=32.72'5.00' / J ` 7 __ - --/ �7a- ---J L ------ 43.04'------------- (Proposed subdivision right-of-way) CAMPUS BLVD I � - I \ } \ a Exist.45'R.O.W. _ �269.17' (Doc.2195612) Q Q R=75.00' Z w 150'0 New public V a 90.00'wide public street&utility easement(Doc#2410416) 0c Street easement 90.00'New public street easement _ p Q W 0 0' 0 eo c�D OC 1 1 O.O\o of ror`�ee x 11 45'wide public street&utility eement(Doc#2410416)e G -+ _ = Q J a Q � yo5 U) Q � JZ � Q _ / South University Z ~ Z / District Property Line w (1) U) 108.26tAcres p y Q W 0 c, W Z > Z QZQZ W J Q W = 0 � U) W erqTAzA" fir J 2 0 0 CORDELL0.'. d (L U) W m POOL j y•,N0.111695�E w .' �FcioB se �`• � p. � DESIGNED CDP S`ry�NAL E� DRAWN DRS CHECKED CDP \ I DATE 12/18/13 ems. ET RECORD DRA IN 9-8-15 C E 2 274+13' EST CONSTRUCTION STAHLY -- TRAFFIC ROUTE y �9�sociAT�s`�`. 7y � Kagy Blvd g o��® �■ I ■■La■■■■■■■■■■■■■�■■■�■■■■■�■■■■■■ ■■�■■■■ ■■■ ■■■■■ ■■■■■■■■■■■■�■■■�■■■■■�■■■■■��sa�■ ■� i U a °_ ■ t � N L U�a�a ■ N� o w — U) 4 O o 0 s o -r - M a w w Ln ob 0 C 0 W EE f W 0 W y Z v�-a I i -- .O>i_ Wr mf----,CONSTRUCTION 0 v ! uj a` TRAFFIC ROUTE -- I a 1 I II II co F ---- h m I r-----� 1 ♦A CONSTRUCTION FACILITIES NOTES r- -- I I I I I I I I I I I I I h -1 � 1- T 1 f T 1 a a a a a a a r o 0 0 0 0 0 0 i 1) PUBLIC STREET EASEMENTS SHALL BE MAINTAINED FREE OF CONSTRUCTION MATERIALS AND BE ACCESSIBLE FOR '1 1 J g o I I I EMERGENCY SERVICES DURING CONSTRUCTION. �____________i____________ i_________i_____� L-----1-----------i___________ z a w ¢ g 2) TEMPORARY ADDRESS SIGNS FOR EACH BUILDING SHALL BE d POSTED DURING CONSTRUCION. E } ¢ z m - o w o Q z Nco o' a 3) ADJACENT CITY STREETS TO BE ROUTINELY CLEANED OR w ? m a SWEEPED TO REMOVE MATERIAL TRACKED ONTO STREETS. w a o z m 0 U o w � CONDUCT CONSTRUCTION IN ACCORDANCE WITH THE SWPPP PLAN. � z a ■ M M 4) TEMPORARY CONSTRUCTION TRASH AND RECYCLING FACILITIES SHALL BE ENCLOSED. Q M r r W W %' II 5) SANITARY FACILITIES SHALL BE LOCATED GREATER THAN 15 i FEET FROM STORM DRAIN INLETS. i1112111 u I I I I I I I I I I I u I I I I I I I I Lu I I I I I I 11f 6) NON-SURFACED AREAS DISTURBED DURING CONSTRUCTION % z N M C cp h a SHALL BE RESTORED TO ORIGINAL GRADE AND PREPARED FOR J a SEEDING AND SEEDED. NON-SURFACED AREAS WITHIN OR ADJACENT TO NEW GRADING SHALL BE GRADED IN ACCORDANCE SITE ENTRANCE w WITH THE GRADING PLAN AND PREPARED FOR SEEDING AND SEEDED. BUILDING CONSTRUCTION MATERIAL LAYDOWN AND i . 0 STORAGE AREA TO BE RECLAIMED FOR FUTURE FARMING. CONTRACTOR TO CONTROL WEEDS IN DISTURBED AREAS DURING I� o CONSTRUCTION. Z 7) NO UN-RECLAIMED STOCKPILES OF SOIL OR GRAVEL SHALL Q REMAIN AFTER CONSTRUCTION. 8) ADDIITIONAL TEMPORARY TRASH, RECYCLING, AND SANITARY U FACILITIES MAY BE LOCATED AT EACH BUILDING DURING i v/ W_ !t u CONSTRUCTION. i ; �_ a J U Q I Z LL Q ~ J � � lN Z Z o U) 2 Z > Z U Q Z p Z J Q --------------------- ------------- ---------------------------------------- - -- H w 2 O 0?�TA& cn cni = w e;. Z N CORDELLD.'. BUILDING CONSTRUCTION O m 0 0 POO�. MATERIAL LAYDOWN AND v a N m y No.11645PE •w 0 50 100 200 °T. $��.'�" STORAGE CONSTRUCTION STAGING- JOB CDP SHACK, PARKING, TRASH, AND DRAWNEDBAR SCALE IN FEET TEMP SANITARY FACILITIES CHECKED CDATE D P7/zo1s I SHEET RECORD DRAWING 9-8-15 C0.3 ------ m ��lNEE9jyc I F---------------1- T r T _1 STAH LY Stadium Center Subdivision PROJECT BE�CHMARK 1990 ARROW BOLD ON �� ' II i HYDRANT ELi 4935.33 i li I i i i � II �'OCIpT S. L__________________________1------------------- _ -------------------- ---------- STADIUM CENTER SUBDIVISION CONNECT TO ----------- i im EXISTING CONNECT TO PROVIDE INLET PROTECT FOR EXISTING STORM DRAIN INLET ` R DURING CONSTRUCTION. CONSTRUCT SEDIMENT TRAP - EXISTING SEWER WATER MAIN BELOW GRADE OF INLET AND CLEAN PERIODICALLY. EX HYDRANT �;-'T EX HYDRANT � w i PHASE 1 BOUNDARY i/ m w, 3"_ ,^ o o�_ S op N TER _ (n REF ENTIO TENTION BASIN v a BOTTOM ELEV �-------------------- � � I� /^ L U -- 'm VJ � o ova O a o 4928.0 � - - I W D e I C j INLET BLDG 7 BUILDING 5 BUILDING 3 °� �i vl 12 UNITS/ 12 UNITS/48 BDRMS. 33 UNITS/105 BDRMS. (� C O GR Z w 4) / a 48 BDRMS. - - - TRAE- /y O ui K w L ER SIZE m I° w Z_ .N 00 m STUB FOR FUTURE b b -- B IN ET I--I �F .gym // MAIN EXTENSION _ -_ T ) $ O - Z 0 n m LES w aL L�N�® / STUB FOR FUTURE B,. t B"DRAINAGE / /�© MAIN EXTENSION -- INE 1 ROOF im } CULVERT !!. I DRAIN Jkc DETENTION BASIN j PIPE _ T cnOUTLET p Q MANDEVILLO K m Q cc N aw r m z I I D I _ O m � PHASEIB (LIGHT) !� m0000000 w cf) 9.82 �_ TG Q \ g g o I iD FINISHED GRA a r EXt-�- = a v' o n= I ® CONTOURS(TYP) ° ,. WA MA7 ~ } U m w p LL I Im U Z Z UI N K C) Z U O (n p g a o z_ K B NIL O O ® a U �` H 12 I I M M I RINISHE R IiJ STORMWATER RS DETENTION BASIN H iB931oM EL i STUB FOR FUTURE E T PHASE 1 i MAIN EXTENSION e- _ D PARK 8,. 0 � ST OVE I L :II V(�DI� m E VATIG 5tORMWATE 8" z STUB FOR FUTUREIT/ DETENTION i MAIN EXTENSION Q - H = BUILDI WATER AND = HH BUILDCE F ER VICE LINES (TYP u m .o EXI DE ILIIION ASIN OUTLET TO _ (TYP N HY LL MANDEVILLE CREEK I o0 ROOF DRAIN Q RIP-RAP APRON I Q - - - - ¢ I /AT INLET(TYP) _ , PIPE g ry BLDG 8 BUILDING 6 cc BUILDING 4 w 12 UNITS/ 33 UNITS/105 BDRMS. — / 48 BDRMS. / 1 - 12 UNITS 48 BDRMS. > � o ------- -- --- ---- --- ---- ----------`-------- ------ ------------------------------------------ J Q Z,. Z H U) I 36.. _ 3D" 0" 5' AIN J 0 ; Z a z — STUB FOR FUTUR ' MAIN EXTENSION < W Z Q Z o f a :3 J Q ------- - - --- ------ --------- ----------<-------- _ Elo _ m I / OT 3 TURE PFiA FOR FUTURE IN EXTENSION U) w O WITH AREA DR FOR OFF-SITE DRAINAGE J (n H x W Q N xO O QXOTAT Af�7 dU) w m N I I l :CORDELLD.': POOL i DESIGNED CDP 9,No.11645AE w 0 25 50 100 DRAWN CDP F..XOENSEO.G �NA1- CDP CHECKED Ssr " DATE 11/13/13 M SCALE IN FEET RECORD DRAWING 9-8-15 SHEET I, II i � C1 .0 i �I � tI om aIsAs J STAHT �LSj � L�`roa°, Y L__________________________J._________________________ ------------------- -________ ------ L----------- 1_______________________J_______________________J_ ____ IEEXISTING UTILITS 1990 LA IrlINW 4"30" � .v ®o - E METER oMETER U)BANK 6 ERim )IT r7—dLL w BANK _ e c Lni ME o� v1 /R METER _ BA (2 Im vZ I j N BANK LE W W cn Z N-a � I;� m r m w i N N f o m� Ell UTILITY u I IT SLEEVE i P Q 00 Elo In METER F— m ✓f N UTILITY I s BANK EASEMENT ME ER Waft (HATCHED) m0000000 Im � UTILITY O O O - - - - - ---- ---- Y a z 0 o SLEEVES UTILITY a w m Q z g (TYP) SL VE u V - AllV/ # — mV, F o I LL I I E I ao �� M �� I I /�f V 3 f �I ya � Z YY/ V - ia -METER BANK PARK METER s METER ME I J � BANK � BA ~ / a 3 - - - ST T 3 U a ----------------------- ,----------------------;' IIIIIJ�IlIII1J1lIIII1�IlIII11�11II1��IlII11�11 - - - - - - - - - - Lu UTILITY M Z T 2" J jpL) ITVDI =6"� o � � z � I J fn � NZ ------ ------ - iII F- 0 W 0 o -- 1------- - - - - - - - Z > Z_ N ` TOP BACK OF CURB # Z O ZZ \ CURB FLOW LINE FnU NTA•./•t�. 0 RECORD DRAWING 9-8-15 w = O G LD :coaoo�o.. J (7) 1— = w of N0.1a164 , 2co) 2 0 0 3 TYPICAL UTILITY SLEEVES �s oN`i EXl: a m N SCALE -i'y" = 1' `I ` 30" BELOW FLOW LINE N DESIGNED CDP n 8"UTILITY CONDUITS FOR 36" BELOW TOP OF CURB NOTES CDP DRAWN -GAS 0 25 50 100 CHECKED CDP ' -Powt=R 1. FINAL LOCATION OF UTILITIES AND SLEEVES TO BE -coMMumcnnoNs(3) APPROVED BY NORTHWESTERN ENERGY AND OTHER SERVICE DATE 12/9/13 i -IRRIGATION n -STREET LIGHTING PRIOR TO CONSTRUCTION. I z ' O O 2. ADDITIONAL INDIVIDUAL CONDUITS OR SLEEVES WILL BE SCALE IN FEET £ SHEET REQUIRED UNDER SIDEWALKS, PARKING LOTS AND OTHER HARDSCAPE. Cl •1 r T -1 ��INEEyjy r---------------1---------T i " i 85S 1� -T III STAH LY I I III li PROJECT BE�CHMARK 1990 ARROW BOLD ON " 9��0 " HYDRANT EL14935.33 CIRT STADIUM CENTER SUBDIVISION CONNECT TO i EXISTING WATER MAIN " EX HYDRANT EX HYDRANT i �m� PHASE 1 BOUNDARY / -� ® Q O I in UaN w,... 3 ♦� N o m /A V� L U / ---------------- o --------- 1 N O a l 6"RO r C lf0 N N S nBLDGBUILDING 5 BUILDING 3 c c 12 UNITS/48 BDRMS. 33 UNITS/105 BDRMS. ° W >' u 48 BDRMS. Z_ N Lu co W Z N W N _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ � ? LL L N © / STUB FOR FUTURE a.. - ------------ - - - - - -- - - - - -8 - - - - - -- - - - - - - ---- -- - - t 'n N / MAIN EXTENSION ll -- A E INE 1 } m NO 00 i I I ro i I /A PHASE 1B (LIGHT) a a a a a a a I ll 0 0 0 0 0 T1I I I Z n c 5 i a 9.82 C. I I c_„��`j - To I z FINISHED GRA dl EXi'.' ``�� m - o v 0 l 111 ® CONTOURS(TYP) �� -i`d{� MA'NA! a K w0O 0 W Q U U) W Z K 0] U 15' i I I I I I � � I I I I III 1 I I� j C N O RS VP T/ Q E STUB FOR FUTURE L n 1 MAIN EXTENSIONPHASE I I I PARK STORMWATETill m I8. - - - -$..- - - - - - - - - - - - -- - - - - - - -- IZ-1 � I DETENTION \ BUILDI WATER AND ERVICE LINES (TYR = c./ m .o EX HY I ry BLDG 8 BUILDING 6 BUILDING 4 , .0 w v N — I I / 12 UNITS/ 12 UNITS 48 BDRMS. 33 UNITS/105 BDRMS. i 1 48 BDRMS. / 1 _ ------- -- --- ---- --- ---- ----------= ------ ------ ------------------------------------------ JJ Q c o J c Z Z > Z STUB FOR FUTUR H t MAIN EXTENSION v Q 6 Z ------ - - --- ------ -------- ------- -------- Q OT 3 TURE PHA w Q z � N RECORD DRAWING 9-8-15 Q x o o acnwm I v �• I @QO rlTgre/ DESIGNED CDP ,1 CDRDELL O.'. DRAWN CDP m POOL. 0 25 50 100 CDP �� $•,Ngo.11645PE:w �'�F•{/CBS/E=u CHECKED DATE 11/13/13 �, ONA1- SCALE IN FEET I � sHEEr )� C 2.0 sfR�yc STAH LY NH 1970 �`. FA H DRSTNECT " �.o o 9`�fOCIAT�S� TMrsxw xN E°� ,< rsx. REB x°TMT,UrsEo i TMa<x R D JUELR SUPERR i xT sEmwu I-EEN OR WPiEPOUSP AC 1j (� BusHEs,iTcjHEDGEs, I_'; Q Snx¢S,RSS=wRFArrs 90'FITTING TEE OR CROSSAQ •�• �D m N xEwu,�wg «xro mown ON ATonsANSo pHowN O wm,E AU LD B0% •� am p OF E OR d CRwDE TO DROUNDRLINE Co O H O N caNc oE� C J Iw of mU*a 1 Anc L /A IA .S.x.. inowu�F n_S.x x.REwart°xS. L Q p ° RSan,nws REED < < _ FhRTH U MIN R \ 0' e•US°ml v B A .y .s.�;, .,yf.; 45'FITTING 22.5'FITTING i Q 1°E"`" «iu NOTE.COAT RODS WITH kOPPERS'BINwSTIC NO BE GUATNG OR EQUAL ' •� !' z w_ ooa a^a �Mx° "BR - " FITTING RESTRAINT NOTES: ;off m s(„ 'LA mEDTHRUST B-1 DIMENSIONS"°"n0M°z$$1 E° B % - ,4 1. RESTRAINED JOINT FITTINGS MAY BE USED IN LIEU OF ,x°Ra,o,,Lr r"�5 ` `•r THRUST BLOCKS. INSTALL ALL RESTRAINTS IN LV 0 wEP.Le`sywaa44a ate. s _ ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. LV Py +z ° "¢"«w,mx i N ar ) ";%." xx 'sD .t F'•- - P 2. RESTRAINTS MUST BE INSTALLED TO RESIST PRESSURE OF z �00 rnE z HIN 6EwmP j NE AS REDu RED R i 3 e I s a r St' 4=.,y-yq ,�,= 4• ^'iv�4 I. ''�' E BPECFED L f, 200 PSI. CALCULATIONS BASED ON POLY WRAPPED ) m .a,N°,,,«: N` Do DUCTILE PIPE, SAFETY FACTOR OF 1.5, TRENCH TYPE 5, N0 °rxme of PI.m xYMwm. a 6' BURY DEPTH, SOIL TYPE CL. O m i'm°Po°xcRN°s°w1f�i"EA«n o„s NOTE:Pa.xwxa.x:n°.,N°w..°a:,N°xlmxm. END CAP OR VALVE z L 3. WHERE APPLICABLE, PIPE LENGTHS ADJACENT TO FITTINGS w N BLOCKING AND ANCHORS ME REOUIRED ON ALL 6'vA vES AND IARGEN UNLESS SPECIFIED BY THE ENGNEER_ GE JOINT B AuxLwY GATE vuvE MUST BE RESTRAINED. TYPICAL RESTRAINT LENGTHS W 0 j rn MEEnox ST WIDS w-L eLnoci APRUTED E°Rio oN"TRESTRAINTS MAY BE USED IN UEU of CONCRETE THRUST eLocNs. .,/z cuelc TARO wnSNEo GRPVEL REQUIRED ARE SHOWN IN THIS DETAIL. i«cxcwv,nws +°/rssM TIRUST TAPPINGV ,MEGA-WG OR APPROVED EQUAL JOINT RESTR"NTG MAY BE USED IN LIEU OF GOxCRETE TPIUST BLOCK CO N xEwam CITY OF BILLINGS TYPICAL UTILITY TRENCH DETAILS sw°.w°wxmmc STANDARD EPECIFlCATONS NONE ND.02221-1 U) <Q CITY OF BOZEMAN SCALE: THRUST BLOCKING FOR NO. 02660-3 CITY OF BOZEMAN SCALE: FIRE HYDRANT N0. 02660-4 PIPE SIZE 4" PIPE 6" PIPE 8" PIPE 12" PIPE STANDARD DRAWING NONE WATER MAIN VALVES DEC 2003 STANDARD DRAWING NONE FEB 2008 FITTING L FT L FT L FT L FT Q 00 N a LL w 90'FITTING 11 15 20 28 NOTES NOTES NOTES TEE OR CROSS 5 6 B 11 ''^^ m 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 m' a a a a a v v v v v 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 26 34 49 PIPE TO 6" ABOVE THE PIPE. RESTRAINT IS USED THE RESTRAINT SHALL BE ADEQUATE TO DEPTH AND GRADES. 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: 3/B" = 1' N 3 LEAD TO BE RESTRAINED. FULL SIZE: 3/a' = 1' LJ U U RECORD DRAWING 9-8-15 o a ED z o U) U K F FEEL D BWE U N KOR Q M r r H LINE PAINTED LEGEND a ,/2 BOULEVARD uNE "T R °My ter. usrzx s¢m uxz as xcaxxG :..n V\DmI z$PANDFO Os�v v".vE N M \ Cn (ttP.) /( roams sw DO iREEi SURFACE GROUND BURFACE (CUPS ,I ~ m��- OR LARGE. y � �zaTED�On»� IN. IN ;N4'>'_y 1 noc.,w ear DU rt(TTa) "E�"+1 ^ xdffffi'ffIl Pi.w(s) Z N M In DIY LARGER 1 CURB BO% 1 °�«' JOINT +n,xav pm.y xn mos rcnu,a w,,xc " 'FLOOP bI / RODS ACGEPT,B+£iORNis'u[S AI� 11 5 STPIp 'Lax es wx °1V rtH THRUST BIDCK N�G w 1Rm15T B K (ttp_) D N aLL CURB BOx D BO 6,Ez N. Es LEGEND GOAI SEE DETAIL Imo—e' { - L° -"x+x�`Re�—w.,m FOR uL RISERmNPrIaPURAnoNs) 1..0 wscR`axrxrJ oxs) w.eLE mlcGx x.Lm..:..�„ BELOW GIaTYP HAS �) ny°r°zan pµ p+s°mL iw:w°cm�iw ^P\+xT APPROVED xTERNATE LOCATION) c xLN,am P-DE- OR -ATER oN .a ,w.°°i(:�:..I d'nmrx�l°II ae aa..en FOR CURB STOP xVL rxw(� �) �xev um[.uUm sax sxc ws mcwuw wE-x°uc«+ PIPE PENETRnTION. cln o �� IR ass END °N`�°ems E PENEIR,nd15. WATER MAIN PF B� M TERM 1 r4Te. U NORK"POP'TROoCRURoBTHIP 1-1.a.LPwE D1 s aMx1 R Ta°a+y401no FOR 3/4 AND 1 W a w"L DETAIL OF A SE S IR °�n M�M!��u°1unw.0yRn s Rwn.„ IIIII'PGQ°� PROPERLY H R t (ELECT L BASEE ; ILL"2A r +vL «i mw'M m.x°.,n.iyo°w°°e Pne. rs 1 ro-1..n IF IFI~ J ° TAP MAIN AT - j j /%/ / //%scRalcE PIPE `,€,OCT,MOp LOAscc ANGLE OR sm"c°N s`BP u,U ER M i�sNn�U"ic6"`«Lo m...r°.,..,mom+e.°m.nwm e,z r em°.a°ne..°i Pn m,..m N„ne..°...:,,,_un Pm..n V Q SHUT OFF THRusr eI.O °mar 5T eL W /� J Z // 6BEP �M oDYGE ON I) D o Q a m i//% ARwTEDETNL q KfT. (D.- SPA[o ) C "er,T5 Ps , e n n c s+°nn swi n N a Uwr I mm.+'eel.one rvn. Iww..m>w 5°a nP.aem.,e C L E _ N(NTs7 x°°rsva°-+: MIN z Ma °•,r°..., °. ° .a ®° ° w I—+•w.. PER xPPn z,nc P1aea+ C (n rZ 6Mw. W W 0 F_ NN"Q�DDR E vn z >_ zcce- 3 x,x>: s+/z mm cwo To n sTmn s°s xxcx xss u,Imxu s+nvc wa,zx sT6mcz x sxco nnoR E '"�°'m >�Bsm U ro w sxa,m GWOE szs 1xw,a w.,zx ssmxx rns.am x °k Z T. R"nxxl PR AG A'St DSD. STANDARD FIRE SERVICE W = O C «wwFsmP m w auv°im.ucL ro sl+ev w°iF-P°sln°x. CITY OF HOZEMAN «S w'ATER SERVICE LINE CITY OF HOZENAN SCALE: LINE INSTALLATION N0.02660-13 G ° SCALE: NO 02660-16 CITY OF BOZEMAN SCALE: STANDARD DRAWING NONE DEC 2003 W = W NONE FROM CURB STOP TO BUILDING Dec.2003 WATER SERVICE LINE NO. 02660-12 FOR CLASS I,II,k III SYSTEMS STANDARD DRAWING STANDARD DRAWING NONE DEC 2003 REV: PRI 2U13 A� N CITY OF BOZEMAN SCALE: WATER SERVICE LINE N0. 02660-6 (LINES 2"AND SMALLER) Rev.A ril 2006 FOR SIZES 4"AND LARGER LL STANDARD DRAWING NONE DEC 2003 REV:APRIL 20D6 Q T �0 L O I V Ei ) w m 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 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 ON??N 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. e�' 1/I,` DRAWN CDP CORDELLD.'. 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 POOL LOCATION. SERVICE INTERIOR CLEARANCES. ADDITIONAL SPECIFICATIONS. ADDITIONAL SPECIFICATIONS. o',N0.11645P- DATE z� 11/13/13 NOTE: THE DETAILS SHOWN ON THIS PLAN ARE PROVIDED FOR EASE OF o$A E. SHEET REFERENCE. OTHER STANDARD DETAILS MAY APPLY. C2.1 ,�V FF Aly FINISHE R c N 0 Rs P II I I C STUB FOR FUTURE H3 H4 ISTAHLY PHASE 1 MAIN EXTENSION N g PARK a" � �'�197OtSTORMWATER i „56 8" s 57 6 zA` ' DETENTION , i IT ' v �/ ko B - BUILDI WATER AND _ co ERVICE LINES (TYP = aU m 'o EXI W E - HY o�m ------ 00 —00 /a� C'n ® i N BLDG 8 BUILDING 6 BUILDING 4 12 UNITS/ 33 UNITS/105 BDRMS. v - a l 48 BDRMS. 12 UNITS/48 BDRMS. ,� o C L LL w N x O O O O O O O O O O O O + + + O + + + + + + In c0 r of m O Z W N N N Y/ 36" 30" oll5' a 1. L AIN W 7 STUB FOR FUTUz mod R ' W MAIN EXTENSION — --- OT 3 E PHA C3 o03 �� Z 0of W �Ln� Lu 0 o o N _ate �a J U)ao 2 \ N C, Q of N�n 0 NTAPy., I�m CDCOADELLD.LD.'. I L- v.No.?O116O45PE $ $ o I FS`4jONA 0 25 50 106 Z O N a 3 / SCALE IN FEET Z = o 0 W > N U N N O W Z � w w � w a Q Q w O p of 4965 w � �J�W > � � 4965 a M n n m m cp M [O > ¢ U N \N M\ D7 «J (OH Td Z Na N N Q Q <1 I <Tl =a N O N M a N m 4960 4960 Z M � M in Y rn � O) � O w W X U H O W (2 D r w Z 4955 N> w w m (D 4955 3 N N U M Q J ~Z 3 W W~ 11 X X- _ Nm HN NNZ NN Q UI> >� I- 4950 4950 Q W W U 3 GRP� 94, J n LL 4945 x\s OAD CL 1.16% OAD ED GR HED 494 F, 0 N N Ex 6.5 MIN COVER = Q J a h a Z 4940 4940 Q (j E u) z i 5 w Z ; Q W V O s 2 APPRG SEAS N a J z > z -- J m N -- - QZ0Z --- V WQ --- — -- fn r J 4935 Q ----- 4935 --- F w =) W = 0r2 ?� wa _ Lu ~ � Q � n1 z 4930 W O a U a- fn w co�Q � 0 493G W OJ N CC Z Z — X DESIGNED CDP N N W DRAWN CDP Q = 'z CDP 4925 z° N 3 4925 CHECKED > DATE 11/13/13 RE AFRIG"N W J Q Z /'�SHn/EETn/� �? ^L.L 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 IfAJyc o ; b STAHLY J a' I �' 1970 �. Z za ® P c s f "n - �, 5 9�fOClAT�SC� - S m �, I 4� 8 SPACE 2 SPACES 3 m Lu v X o�a o Q o� N® Z,n BUILDING 2 BUILDING 1 n U N z ? 16 UNITS/56 BDRMS. m _ L— n 9 UNITS/41 BDRMS. U + O H _ > co o m n --- o Q N o�d�w Z {x O no SOUTH 11TH AVE o v, I> 06 ACCESS 0 Q a �R WA MA _-- V� Lu M„Zl M„ZL M„Z6 ® --- -------- --------- i— �— 3H�5-----3H-0-----SAD -4A� 9RS II----- Lu O'�1 N LL I v, I c Z (nod 0= � � >ro 0� � y� Z w= W � N y a:E—a S7 '— _ m _ N _a3� r cf)0< ©� > 0 0 0 0 0 m U U U U U 0 25 50 100 0 25 50 z o z a g SCALE IN FEET SCALE IN FEET o a m w o u_) z z rn w W N U N . 0O O Vl � n 4970 ~ a 4970 m 4970 \ \ Q M r h N O J W K Q Z O d W F > \ J J - Q F a = 6 N M C N 4965 w M a J ° 4965 ~ 4965 W O + Q .. O X Vl W Q O X +O X + > O M=.. O U O Z Q I Q Q 4960 J `� ^_ a ~^ N > ~ Y N f 4960 ~ N" ~ 4960 rQ .Z QOO OZZ MZZ_ Z O W K m N M F m U H +W O W> +W CC W K L Q<p X QZ=W Z azl QZH r U~)N (/i of of I�m Q N ii Z Vl U H N U�i N U Q 4955 4955 4955 (n W ~ J U w V—a, 3 LL > � 4950 4950 4950 0 ? Q U Q i C HED a Q >- J Z ° 2 2 4945 4945 W Z Q Q O N S DRIV ED GRA E J Z Z T Q Z p Z 4940 ARP 4940 SH 4940 a r M J Q 0 6.5' MIN COVER = W = Q H j H_ = W Q N 4935 -- --- ---9x-S-- 4935 Q O = O ~ O 4935 H�cx � a) 6- o w m WATE _- e*� '...f CDP __ - DESIGNED —:CDRDELL D:: DRAWN CDP 4930 4930 p.No.11646PE;� 4930 CHECKED CDP o�c7=B-if; DATE 11/13/13 -------------------- f 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 E,Elo � -�IIII EST ro VOQQW�oiAO�Vv� ST'A/I H �L°ci� `voaa Ywoz0 c 0 m z� � z m�Il W z m p7 Dim CXO o Nm Xy0 O ZA . v^ � U m � -. Ln Nm n oc z M + + L J Oo o NOR ERN W >' ss El il XO X._x --- �Z�Zm /F >Nty/ zEl- 3 ss O z m�p I m� W C �Lc) z w Q m Q c ------T--- -� w W z C v = ° z C _ r Q N a 0 mm o= Z �m Z c M P 'n m� v3i WCD m o 0 0 0 0 Nm I N U U U U U n a • m I 10 25 50 100 0 m m - `L, z o Z> — Z O N m K 0 N Z SCALE IN FEET Z = 0 0 0 U U N N N O O O O \ O d O Z 0 JD H Jti F w W a O cOW Mw raw MW NOti J OJVim 4960 w o m o + + - + + o w + +w z 4960 a n N N M D U UlU M VI N N N 00 jm N� HH X — titi HOX 4955 0 3 v w z a0 z oo viw mm 4955 mm> }L� �o W M W N W J O W h�� H O� +U> +O +O> +w> +w> + w (n QO oJ— 0 O Z QH_ �— Hw Z O 4950 m �Na oa` u�aro mmw metro m�� 4950 s 4945 Q 3 � > 4940 0 DRI 0 ~ 494Q V = Q J Q RAD LU E S ANCC 2 FINIS" 0Q Q >- JQ h 1.43% c Q > � y u Z 4935 - 4935 Q _ O z > z L 51, C5 � CDdN QZ0z 4930 g r D J Q w WA 2 W 2 Z X o z 223LF ,� _ ( = LU N w� ztO N as F 1, 151 z am av a o �. 4925 J a^ a d - EXI 4925 Q O = O M O �, A v) a cn m e. ,... . CORDELLD.'. _ c a w w w z_ MAIN POOL, '� �z o oo>oJ� �N� _ DESIGNED CDP vl N0.11845PE-w a a > �n w m_m ro m o --- --- CDP pT 7-3 ..=L " o w o >> 3 + DRAWN .-oNA 4920 a a 4920 CHECKED CDP /13/13 DATE SHEET —1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 Ci2.4 Ef -y -y STADIUM CENTER SUBDIVISION CONNECT TO -J -y - -J -J I ——— N —— Z CONNECT TO _ STAH LY EXISTING , WATER MAIN EXISTING SEWER EX HYDRANT EX HYDRANT 1970 f4CIRT�S�,` I I �•30" i"7-"30' 15" V J e .. n 3 --____-- ° b W — Ln BLDG 7 BUILDING 5 a BUILDING 3 aN O a n 12 UNITS/ 12 UNITS/48 BDRMS. 33 UNITS/105 BDRMS. W 6 ° b U �� oQ u 48 BDRMS. (n .x a ¢ O CD c _q Q __YY Z m W 5` ry Q LJ 111 O O J v o Z •.. ^Y/ b b + + S3 _ _ 2 fig.. L W Q STUB FOR FUTURE MAIN EXTENSION IN t , W �� H6 Z fn ca _N >�� a O r Z L a mN® W oLn& o HASE 1B LIGHT 2 o � o I LOT 1 H•• ..W II Q o N a x a9•$2 LC) 0 A co DO FINISHED GRA d p P E ACCESS ` ® CONTOURS(TYP) WA I I m O p p p p L-1 U U U U U n n r n n �> J 0 25 50 100 z3: SCALE IN FEET o a o 0 m > N U N 0 W a j r W � r N 4960el 4960 - p m J \\\\\ Q C pj m O m O m K Q N m O Y p \\\\\ H p O O O O W W a p p O Q N M m 4955 > "sw N> o m m o w o o rn w J n� nw> a n 4955 O O W w W m R N W W H N W N O w> O O + +K +W W +J + j +W H> N�_N~> +J +: W Q + +J awa 4950 ^J m m a a N m v 4 N ro = z n w z ro ro m a m o z 4950 3 4945 4945 , Q W W U J L 3 LL 4940 X nN 4940 O J d 0 Q Q NG LOT E Q ~ J GRAD 1 K Q J Z H (n 4935 iING G ADS 4935 Q Z fn � fn O i 6.5 MI COVERA Z Y 0 W 0C 1LF 51 Q Z > Z G 4930 C751 340LF 8 a (L Q = 0 Z W 4930 Q w 2 W 2 0 za HQ' Q � N D z 4925 o z 1 1 4925 Z a cn e m w o N ,oNT�f1�� CDP m z w DESIGNED o�7> ow CO POOL 0 DRAWN CDP y•No.11645PE 0 w CDP 4920 z 4920 .. is;« CHECKED z �Ft�c�NSE°•c= DATE 11/13/13 v,m SS ONAL ti� SHEET 0+-50 0+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 C2.5 NSTEA��c STAHLY 1970 `. A`�f4CIRT�S�� III � 1VrVlUIIU - �IIIUI fII III II i I W a IGHT) H �a I T 1 t ..W a 9.82 C. cU p SOUTH 11TH AVE o J c a - FINISHED GRA RQ E ACCESS _ ®16— CONTOURS(TYP) < WA MAID y� CC o a° r J Q �o C y S �EtO ® �,00 c 0 FINISHED GR — — > C N O RS P L 7 W STUB FOR FUTURE H3 o H4 W O MAIN EXTENSION + + + + (n Z 06 C7 0 >m 8,. 8.,I m j (� `Z _ BUILD I WATER AND E w FI ERVICE LINES (TYP = UQ m EXI T HY J a t c of E N = N o =.. m � �Fsol a o Q ooDO °N a o N BUDS. BUILDING 6 BUILDING 4 33 UNITS/105 BDRMS.12 UNITS/48 BDRMS. e m 0 25 50 100 U U U U z o ° SCALE IN FEET o 0' a o 0 W a d O Z V W J N � W V7 F � 4960 m 0 4960 w a N n p p m m 0 m o J Q M n r W\ N mc m O m O m 0 m Y N w \\\\\ m m O O N r O _ O ¢ W N M m [p M M U ij N O J U ifl U M W U M N J O U K R M N W M > U 4955 o W > o m o >o om rn rn 4955 v v ro rout row y aut > am cn>No' °'co �F> w> r7 aiO V) MmwM NW> + O- + > +W N¢>N N J +W J + +¢ c0 Q- > cp_m ~> +W W J+ + 4950 ^ ? m? v` m va u �mc 4950 s 4945 4945 Q U cL W W v SOUTH RgOF HED GR J 3 GR DE LO S LL ; N4940 Ex, MIN co\lpg494G = Q V Q h 0. J O 0 J Q ZC9 Hy = H a 4935 u 1 LF 8 i5t 49;`_, Q Z fn 0� (� Z ARRRXs ZY pLu0 Q Z Z .AlER 4930 N 4930 W = W 2 = Z z !Z a r D J xN M RECORD DRAWING 9-8-15 W am aN ¢o �� Q O 2 0 0 z 4925 0 o 4925 °NTA d (n m m pzf o a w O ww :CORDELLD.'. w uJ o w POOL DESIGNED CDP w z `° n J > "' J p•,No.11645PEw DRAWN CDP 4920 +w + +: m +, 4920 T� 2 CDP oKaW aFw m New m m c� > z J �SSIONALti�� DATE 1 1/13/13 o a — m o of cn cn¢ vim SHEET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 Ci2.V NSTEA��c A- STAHLY D Hit%. �Y7TOCC`�`. mm z X p X p m> �A m z] !n Z ^O n C OA Oc VJ m m W Q 4 —c0 row® _ + 6 P + m+ p N O O ^a o NN P C S + +91 3 SPACE — —I — — Z - x 7c Q O c a° au � _ _ od 0)L BUILDING 2 _ W a)6 6' BUILDI Z 16 UNITS/56 BDRMS. n m 9 UNITS/41 - - i _= W ) I �= 1= =m > W O� <x D W N a p co Z Mod Z �rnmo® W a- �N m o .d lfl q' I 000 tn O:Eo,� Q N — --------Two-----3HO=�R_0_ _ago nr, e. co) = U)oo Q E s o M.. �N a W ()O 6" _ n � �m L J N m n 2 N> m U U U U U 0 25 50 100 0 25 50 100 p WEST PARKING LOT EAST PARKING LOT z SCALE IN FEET SCALE IN FEET o Z a o 0 > N U N N O W }} = Vl I F. O Z ~ K 4960 F ~ 4960 4960 ~ 4960 w v J Q O J Q M n r W OJ Y O ¢ J = O w Y p \N M\ O> Y O ¢ Q I'J p M O O J ¢ 6 N M a N ifJ N N [p tp d N a p J z 4955 J M m m o> rn rn o 4955 4955 J o rn o rn n rn o ° n n ° > rn rn o 4955 C � N Jul Ul o� C O W W I� 000>Nw> W> > w> cD0> O +WJ } W }F> }JW } W WJ} J+JJ+ WJ +; }JJ O 4950 N z z n ro z z n 4950 4950 n n w z n m z V 0 z ° Z O Z N 4950 s 4945 NE 4945 4945 RKI 4945 ~ Q (SHED AST W 0 V ARKING 18 q, J C7 W; 3 CL FI I LL Z ILPRAD 4940 L43% 4940 4940 a IINSHED T 494^ 0 Y N s y a _� p J Q Z 6 5'MIN COVER a Q 4935 8,. 4935 4935 4935 Q (n (n 0� Cj) Z Gk SE 64LF 51, C Q Z > Z 4930 c oUN 4930 4930 --- 4S ,Ci (L Z Q = Q o 'PRO, Q Lu = 0 HIG HU QD Lu N M DwAr QQ 20 0 4925 4925 4925 -- - -- 4925 W d (A m m CORlJELLO DESIGNED CDP POOL, DRAWN CDP 4920 4920 v'.Nca7.11695PE w 4920 4920 CHECKED CDP DATE 1 1/13/13 Rs.CEN9E. C� S�ONAC EC\ SHEET Ci2.7 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 4+00 5+00 N 'c' STAH LY �A`�f4CIRTES�.�` b co ® 4 4 LU o�a Q o q) m ¢w _ v, O cai°w M = ¢w od 6 y IrJ S Q 3� 6)L z w a Z 'U 0 o ? z _ > m W 0 i J 7 Co m D W O fn LU Z mots N oa (D g Q O W �Nm� N� + a J Q oO N a s �a b d. 5 - ) m 1 0 25 50 100 0 25 50 100 m o 0 0 U U U SCALE IN FEET RECORD DRAWING 9-8-15 SCALE IN FEET z o a o O w o a 0 W W Q O W - � w � 4965 4965 4965 4965 F a n m m 6 N M 4960 4960 4960 4960 ^ > z z n n a W W W a o e ILI 0 3 3 J U a w> » awn LL 4955 N W 4955 4955 + x> : > + z +o +o� +o� 4955 O C^ L Z H 2 4950 w N o � 3 4950 4950 a9a .o0 4950> Q Q W >> O(/l N W �mN I�mN Z U Q CL `W` LL 4945 x z z w o> o> N= N ro N w w 4945 4945 5 PO 4945 W N cRro (� 5 J Q Q ~ J Q 4940 GRADE 4940 4940 6.5'MIN OVER RESTRAIN RIS R PIPE NTH HRUST 4940 ~ y Z i (/) W O ui C CL EXI A E � Q Z Q Z 4935 E 4935 4935 4935 J ca COVER 0 c coW = O G HIS R PIPE WITH W o (1) H W z 4930 4930 4930 4930 e^�yTA >a _j _ 0 P O CORDELL0.'. > m a m 4" CL 51 D I.P. FIRE SE VICE POOLCDP 4" CL 51 D I.P. WATER �A�ENSE DRAWN ERVICE o No.18fi :$u DESIGNED CDP 4925 4925 4925 4925 s3/pNAI-E\, CHECKED CDP Ca DATE 11/13/13 i I I d SHEET —1+00 0+00 1+00 2+00 3+00 —1+00 0+00 1+00 2+00 3+00 C'2'8 N 'c' STAH LY �A`�f4CIRTES�.�` Fli Lu � o a I I U wham 0+96 4 b Q 0 c - o Q I od C _ DO 0)O 13 W ,+ I� 6 p j, p Z � W +m N E L (' 7 Z I I W O 0 1 G I I W � Z (n 06 C ro +m x Im II 45 8.. L_ O ol Ln — J cno �a w H o - — _ �SL..� o h H — n Q oo o CD � I 0 25 50 100 0 25 50 100 0 25 50 100 m o 0 0 U U U SCALE IN FEET SCALE IN FEET RECORD DRAWING 9-8-15 SCALE IN FEET z o a o o a 0 12 W O 12 Q W W J � W ;7 4965 4965 f 4965 4965 w v n n w < \\\ ¢ n m m � K K K M M W W w W O N M Z m 4960 w � 4960 � d� 3 3 3 � 4960 W 4960 �> 00U 'm MO]O 0]N _ � W K K o N W N W r W W c W 4 K K +J�> +U +U' +C�" Z H W a as 3 3 cn? >Gz o 0 0> o> F 3 - > c~nroi�ro v~isc a i�a ~�n ~u� c~i�ooiw rnw o N 4955 4955 4955 4955 a Oo J J W J c D W M W M M N d W W +W O> +J > +U U d N 3 o Z >U Z p> p> O > >tiO a v~i mxNo� ~vNv �o� o� LL . � ;ELEV 494881 w O 4950 4950 ' o> Q L FF ELEV4947.81 ISER ROOM 4950 Q a W (, N N N N N a f/i m W N m 3 4945 TOP OF FLANGE 4945 4945 4945 Q ? Q a ELEV 4942. 2 FF ELE 4941.62 (RSER ROOM) J Q J Q CL ADE _ 4940 4940 4940 ELEV 4938+50 4940a ~ y � LL O i s E FF ELEV 49 7.50 RISER ROOM (� C Z W z G ExisnN co Z 6.5 MIN COVER 4 CL tD.I.P. SERVICE Q Z Q Z 4935 BLOCK AND THREADED OD 4935 4935 RADE CRAWL SPA GE _ LLu N r D J Q r O � C7 vim = w NTA 6.5 MIN C VERPPqTfPIP�WTP Lu Q Q N BLOCK AND T READED ROD �_ _3 = O O 4930 e€— -r ABELL--D:. 4930 4930 4930 LL 00 (L (/) M CO OOL___ ��,No.11645PE�w qqq O��SQ PP_ G L DESIGNED CDP S� AlAL ti� DRAWN CDP 4925 4925 4925 4925 CHECKED CDP DATE 11/13/13 ATER/ IRE S RVICE-BUILDING #1 WAT RIFIRk SER6QE-BIjILQlNGl45 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 N 'c' STAH LY �A`�f4CIRTES�.�` Lu z _ rn 9 o, CLn I — IL I V w ^a o i I a) O zai°w - - ail 8 ` � I 7 06 Tall iL" a C O 9 BUILDING 8 Z Lu + co wti @LIW 22.6 Z a1 N Z OLn M„Z 7 0 �o I = NLo E o u o co 0 25 50 100 0 25 50 100 0 25 50 100 > o 0 0 m U U U U SCALE IN FEET SCALE IN FEET RECORD DRAWING 9-8-15 SCALE IN FEET z o a o o a W W ¢ . 0 W a 4965 4965 4965 4965 - w a "2 W a n m m CL K + 4960 z ~ 4960 4960 ° N ^ 4960 z �a s m m a as 3 a 3 3 M M d w W > H> 0 M m> y m N m a w � 4955 > �> O m^ om z w wo Jm + z +o +o +tee 4955 O 4955 4955 > > > J> > Lu O K K o W()Z ;K Z + Z 0> +Q N W N N UI (n N m N m J M M d M w a x N N Vl O�W (n D7 w a N 3: O 2 4950 4950 J J w J o o m J m m 4950 4950 N rn wo> Jr> + z +o +c� +0� W 0 - ELEV 494�-89 4 46.50 " TOP F F AN N z >w z o z o o> 3 ELEV 4944.85 N w N y N ro E w a N w w FF LEV 4945.5 RISER R00 Z N 4945 4945 4945 4945 Q FF ELEV 4 43.85 (RIS R ROOM (,� a ft6.5' MIN CRAWL SPACE Z 0 J Z EX h ORE E EV ^^^, 0 4940.00 4940 F\N\ 4940 F ELEv 493 .00 RISER OOM 4940 4940 a (co j � (/lZ CL BLO K AND THREADED ROD Lu - O 6.5'MIN COVER RESTRAIN RSER PIPE WITH THRUST ACE COVER U 0 j Z Z _ �INIEHEE GRADE Q Z Q Z 4935 4935 4935 4935 r = J QC 6.5' MIN C VER ESTRAIN RISER PIPE WITH TH UST O = LC 4" CL 51 D.I.P. FIRE S RVICE Lu Q Q D N 2" TYPE COPPER W TER SERVICE I= J x O O 4930 4930 4930 4930 LL m (L W IX CO Lr" CL 51 D.I. FIRE SERVICE CDP GURDELC[T.:r TYPE K C PPER WATE SERVICE DESIGNED �P00�'+ DRAWN C D P 4925 p;-Ngo.1aE45pE•w 4925 4925 4925 CHECKED CDP S S¢p-Ca�=u DATE 11/13/13 Ll IL - s'�NA �� ATER FIRE SERVIC -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 C2'10 T r T -1 t��1NEE9�y/� F---------------1----------i li li " v 85S v II STAHLY PROJECT BENCHMARK I I I I i 1990 ARROW BOLD ON " �9��0p pT��` HYDRANT ELi4935.33 CIHi STADIUM CENTER SUBDIVISION CONNECT TO " EXISTING SEWER PHASE 1 BOUNDARY UaN 30" .30.• 3 15' � a 'd, t O ♦A N i v� i __ _ _____________________ U o 0 L �a - _ 4) O a 9 C S BLDG 7 BUILDING 5 BUILDING 3 °b L m 12 UNITS/ 12 UNITS/48 BDRMS. 0 a O 33 UNITS/105 BDRMS. � j a 48 BDRMS. _ _ _ _ TRA�� Z ^� N LL CC ER SIZE ° tail z ro w •�N o ------- --�� - b b I--I Z N oo / /' - - - - - - - N � STUB FOR FUTURE --- ------ - _ .- - - � I �, s'.- 8 TYP - -- - - - - - -- - - - - - � � i V �N MAIN EXTENSION - - - - - - Z (L L 111 �7Nm C I f - - - - Ikc is m 4 J cc) a a l Q I iII L LIN O z I it iw i N I 0 ; PHASE IB (LIGHT) m I m0000000 T1 W w 9.82 c L I . z li i u� I II a g zg o Q I FINISHED GRA Z I ® CONTOURS(n'R) lil ° ---r v' co m o 0 I 1 C) K Z Z N I15" to wp a p Z O I d ' I 1=mill I FINISHED GR VP n ro \\\\\ T' # Q M h r of W I I f PHASE I L Z N O h PARK I STORMWATE Non 8.. - - - -$..- - - - - - - - - - - - -- - - - - - - - -- z � I I STUB FOR FUTURE DETENTION ; MAIN EXTENSION - J BU III DI w o-� I CE U m iO I (TYP) a I I I ao a ¢ ] Q ag I VI i N $D� 8 ! [ W vBUIsDsR6 BUILDING 4B � 33 UNITS 105 BDRMS.1 ia . ~ > I o I V Q T Z < H J Q 2., J Htn == H 55" 30" n 30" 0^ 5' w w > z � 3 I z r i------ - - --- ------ --------- ---------- -------- a " T J Q OT 3 TURE PHA w w x O ct RECORD DRAWING 9-8-15 W = o o 3 cn acnwm t1 :OORDELL D.'. DESIGNED CDP t POOL DRAWN CDP 0 25 50 100 ti CHECKED CDP a TF�ic$NSEa� DATE 11/13/13 n SCALE IN FEET II SHEET C Ef `g... ..... < 8" DIA CASTING OR MONUMENT STAHLY �T 1..1 S-1 BOX WHERE CLEANOUT IS IN PAVED SURFACE OR SIDEWALK. LIE R rEMENT lNE PVC THREADED CAP EX S4 CU=x� RE— E. -EET SURS-E E E. El.— GROUND SUllCE ]E. (TYR 6%24 CONCRETE PAD, VJ REQUIRED N PAVED AREAS. Lu W W.P..1 -1-—W`0478, ERS CO—ED EXKrU_ oyp) (SEE Sp.s.) WALL 0 < DOUBLE CLEANOUT AT E"- BUILDING EXIT(TYR) RES-- :. ZT APPRE_—ONS) CD C) .1 E- RE I/,' SDR 26 PVC CLEANOUT < ( SAME SIZE AS SERVICE J 45'ELHDW_� 1/2'PER F 06 SEWER IN SDR 35 PVC WYE 4 "\\—PLUG SDR 35 PVC w >1 IN 11.1 IZ�rlI.R 45 ELBOW z NEW NST p MST_`- V v, SADD F"NGS ALL-D DROP SEWER TO MM cc BOX WHERE PAVED 'L R VC THREADED A, x24 CON P 7 6 —*RE IR D L W "A d PVC '5 OW SEWER To SDR 35 E DROP VC Lj� RR SERVICE GRADE AT.EAN o. WTOF BOZE-N SEWER AT CLEANOUT ER_W r-A-E.. 0 CLEANOUT OU 0 w CLEANOUT FOR S WE S �C SEWER SERVICE E'NI BELOW FOOTING Z cl)od =E I"N GPR.G 14; a 0) Q) - 'co =NX CRAWLSPACE 4,Y._ z 0 R-ER -El Lu 0- & :> On OF BILUNGSrYRicnc 1.-.7777,1 CITY OF BOZEMAN SCALE: SANITARY SEWER AND S-D-SPECIFICAT[ONS .1-1-ING.X NO 02720-3 _j NONE STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC.* 2003 C=STANDARD SCALE: SANITARY SEWER U)0 R.,M.,2006 STANDOF DRAWING NONE SERVICE LINE TYPICAL SEWER SERVICE CLEANOUT m L0 E < 00 NOTES NOTES NOTES NOTES 1. SEWER TRENCH TO BE CONSTRUCTED N 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 can) 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'. 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. 2. SEWER SERVICE TO GO BELOW FOOTING ON BUILDING 1 AND 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. AFTER BACKFILL. o o 4. SEWER SERVICES SHALL BE CAPPED AND TESTED PRIOR TO ALL EXTERIOR BUILDING SEWER SERVICES INSTALLED AT 2%SLOPE CONNECTION TO BUILDINGS. 0 U) o a o z0 In IFCO # 772 CAST IRON FRAME AND tz NON-VENTED COVER WITH POCKET HANDLES LABELED GREASE TRAP" GRADE RINGS OR p CONCRETE RISERS TO FINISHED GRADE 16' 0 L4' u 4" SCH.40 PVC 4" SCH.40 PVC LV PIPE IN PIPE OUT J > F Lu _j z 47' (2) 24" ACCESS •OPENINGS 4" SCH.40 4'-4" cn = z TRANSFER PIPE Lu cn w U) Lu LD 0 Z > Z cl) 77— 12' t z ci :3 _J cQ 2" SCH.40 VENT PIPE BACK TO BUILDING ir Lu 0 Lu in Lu TOP VIEW (SEE MECHANICAL) NOTES SIDE VIEW Q w N 1. GREASE INTERCEPTOR TO BE HS-20 TRAFFIC RATED. w 0 0 1000 GALLON GREASE INTERCEPTOR 1000 GALLON GREASE INTERCEPTOR cl) a. U) w ca 2. GREASE INTERCEPTOR TO RECIEVE ONLY GREASE WASTE LINES. CDP DESIGNED 3. SEE MECHANICAL FOR BUILDING CONNECTION PIPING. NT CDP hno DRAWN CDP 4. SLOPE ALL PIPES IN AND OUT OF INTERCEPTOR AT 2%. RECORD DRAWING 9-8-15 CHECKED POOL DATE 11/13/13 NOTE: THE DETAILS SHOWN ON THIS PLAN ARE PROVIDED FOR EASE OF /CENSE'2 SHEET REFERENCE. OTHER STANDARD DETAILS MAY APPLY. C3.1 �I NtQ/ EST c °° 3 a STAH LY WSW mI fl. o a ozO ml z0 0 z V7 3 Z_ I �' 1970 `. 3 o- m A cl Q ui i ui I w III IIIv ro <I LnI N OI =n� W e I z N W o oo Zo H N Doti 3 U ��aN m Z= co U m y G F � w > VJ O cai°w a'e o n 3 Od oID yz + + + L J � �� W >+ —_—_ M —�— v NOR RN " I CCESS ss e > XO XSA_ 3 W O VJ Y 6.. 'zm Z mod � UO mAw�L R `F >0 N v O J o jOJ O � �Wo L �01 �® fTl(P W LL Lc)Elo N O— w _ r-----T-- -� M„8 w O O �m U)c z C _ A r Q a w N Z gym° � (� � z vG) 0 25 50 100 a Q SCALE IN FEET cn � U N N I LLJ N o o 0 0 o o z u o w w J Jo J� w w a O cO W Mw raw M W N2 C N 4960 w ow + + +— + +~ +~ +wz 4960 F \ \ O U UlU N N NO 1 ~ fn In ~~ ~~ ~oX N M D7 CL o_o O N M a N m 4955 3 z a U cJ o 4955 z e ui� o Nr wrnN (O K M (� F ��N Oa �w N H>X OOZ M 0Q- H O� 4950 w c>J ncn� a 0 w n �> .moo wJ =o�w 4950 of >WF ��of MJ U U cD in >W oJFU_O QO >W + J Z Z + +N J Z J + Z_ + + J Z [p w Q w� N QZZWz 5d F N F- 4945 Ez� nN� -zz v~ n° �` ��z w00w aaa �? 4945 U) Q J U)LL W a 4940 0 V > DRI c 494c C ? U Q RADE iS AAI hM FINISH a a H J z 7.43% a 4935 q. Q Q Z W c z H O pi I ¢ = z >_ z � aN azoZ 4930 T 2 W 2 O g'R Wq z ST ° 35 w .63 � = Q = N R z 4925 z Dap 35 4925 U) CO (L U) M CO pNTAP w z �,n...... rn DESIGNED CORDELLD.7. DRRAW CDP DRAWN CDP p.No,11645PE:w 4920 p 8 S 11 4920 CHECKED CDP Q 37% DATE 11/13/13 FS•CgNSE•C> 3 S Al- A TM D3034 SDR 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------------- NEfA�Ic STADIUM CENTER SUBDIVISION 2 CONNECT STAH LY EXISTING SEE WER � _ -Fj�T INWIVN4 w 1970 ' SDI 30" S7 i"7-'"30• 15" - I- 3 v, N W m O C Ln BUILDING 3 BLDG 7 BUILDING 5 a a o n 12 UNITS/ 12 UNITS/48 BDRMS. 33 UNITS/105 BDRMS. a 48 BDRMS. TR1= (n L o u m CD C N _ _ U Lc) a, ER SIZE m Z m i m TY Sn - N Q E Cu /. 0 0 o J � Z_ _ N STUB FOR FUTURE _ b b + + MAIN EXTENSION 53 _ _ _ 2 L W 0 7 s a W co I I � H6 Z (0 06 o W a �Ln ® HASE 1B (LIGHT) I J �NOJ I LC) x� LOT 1 H W Q �N a,�W a LN 9•$2 ac• c� SOUTH 11TH AVE DO D FINISHED GRA a va ACCESS co CONTOURS(TYP) W W W W a I-1 m o 0 0 0 0 U U U U U Hi T n n r n n L J _0 25 50 100 z � ot � ao � SCALE IN FEET o a o m U U N W N O d W W m W W Q Q W � —4960— el w z m 4960 m W V N W O Q N N M m cn v J o c� W Z M J> K 4955 f z >J n o ° w row m N v J o y o f n o n m e J 4955 OD °7 �g m >!N NW ON N U+ +M J Z W + W + J Z W Q +W. + +K + + J W a a ao Vl J ~ -Z Z ~J m a m c9 N K ~ -Z 4950 4950 H 4945 Q 4945 U N W_ LL 9 a 4940 �_ 4940 xisnN = Q V Q ' NG LOT r, E a 0 Q ~ J Q G AD E 7 K Q J NG G ADS Z ( H c 4935 4935 Q Z fA Z 3 z `e OWC� O Q Z > Z as a ? oZ 4930 of 4930 Q Lu W H fn H = W Q D N W O 2 0 0 4925 4925 (1) Z IZ W 0� m �a. CORDELLO.•. DESIGNED CDP 4920 PDOL '- DRAWN CDP p••No.11645PE.m CDP 4920 O�q-g.��•_� CHECKED FS X�ENS�'Ca DATE 11/13/13 HPCOR17 IN S�ONAI.EC\ SHEET 0+-50 0+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 C3.5 NSTEA��c STAHLY 1970UT `. A`�f4CIRT�S�� III 1`VrVIUIIU - �IIIUI fII III II W a IGHT) H Ln a T 1 W a U a 9.82 C• c SOUTH 11TH AVE o J O FINISHED GRA a ACCESS v _° a CONTOURS(TYP) < N L O o � I � Ocai° i I L J od Z W N FINISHED GR C N O RS P zz L LLJ H3 + m + + H4 + W -vJ ('Vroo,--� Z fn06 —8 — 8 /R D .�ro STUB FOR FUTURE S6cl , ZMAIN EXTENSIONH W CL O BUILDI = w m o N E = a J UD o c o Q TYP N = E L.. ao Lo o oo DO N BLDG 8 BUILDING 4 c 12UNITS/ BUILDING 6 12 UNITS/48 BDRMS. � 33 UNITS/105 BDRMS.48BDRMS. } o a o a o IS I 0 25 50 100 z o 0 SCALE IN FEET o Z a o 0 W d O Z N W J a W (/7 F � — C N 4960 0 � � � 4960 W W Oj fn N U \N M\ rn m O r > 4955 _ c o f o m w ro a J 4955 wJ rn p M >W cd U W U N > N w U U N h + O<nJZO +x +N J z +Q �+ J� + Q < V Q N S 4950 v �� o ��? v~� 4950 H 4945 4945 Q C EX J W -Is U7H RAOF HED GR N GR DE LID, 5 5 4940 Ex, 4940 = p V Q J O Q H J Q a 4935 u 4935 Q Z (n 0� u O 3 ZY pWC9 � N 09, APPR X TER 1.20% Q Z Z Qzoz M 4930 4930 d a r = J Q 2 W 2 0 LU Lu z ?jD Qp N 4925 � W 0 0 20H o a 4925 ONTAP 0 (/) d W w m w z :CORDELLD.'. DESIGNED CDP rn ; POOL No.11S45PEw DRAWN CDP 4920 + 4920 $A E�= DATEKED CDP/13/13 w� �J SHEET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 RECORD DRAWING 9-8-15 C3.6 WEILAry 5 EEAjyc r------------ STAH LY I I i I 11970 970 ---- a I I ss 55 ss ss 55 ss ss ss ss ss 55 ss ss I I I I I NON-WETLANDS r-------- I I P I I I m 1 i _1 I � I � _ £ W I I I i i i I d F____________1________r____ 0 I I I I I I I I -IT N� � WETLANDS U C V N N III Stadium Center Subdivi$ion PROJECT BEAICHMARK C " I ARROW BOLD ON N I HYDRANT FL, 4935.33 L- L______________________1---------------------________-_______�_________ 1_______ L_-________L___________________i_____________-_____i__-_-____3 ` N O o r w PROVIDE INLET PROTECT FOR EXISTING STORM DRAIN INLET N a 8'DRAINAGE DURING CONSTRUCTION. CONSTRUCT SEDIMENT TRAP Q Lo Ill C LVERT BE D LOW GRADE OF INLET AND CLEAN PERIODICALLY. .0 I.r = BLEND GRADE /R C Q ,,-BLEND EXISTING �J CL 49 .4 L 49 .90 II Z W 30. CL 493 6 .. 15" - N Fo ` LL 7 NON-WETLANDS XTENTION BAST SWH 49 5.J WK 4 4. SWH 4937.5 5 li C i BOTTOM ELEV ------- ---------- "' W 2(n 4928.0 i� - HIGH POINT C 4934.15 WETLANDS 8 I (� CURB R _ TBC 4 8.0 NLET jT%4 w,V/FF=493J.20 FF=4 8.20 \� �PROPOSED WETLAND FILLZ0 -C)EXTENTS 4296 SFW_ 4939.20 I LL TRAIL GRADE APPROX 4' I 493J.3fi NABOVE EXISTING GRADE �` _ # t�THROUGH WETLANDS /STORM MANHOLE GR TBC-0.3 - W1(4 5J C 493.J APPROX fi'AB / TBC 935. (n c 4 Q EXISTN RESTORE TO EXISTING B UN DO N d LL W m GRADE WHERE STORM / - Ln O DRAIN OUTFALL CRO ES CL 939.6 WETLANDS 8'DRA IMAGE T DROOF RAIN 5 CULVERT DETENTION BA j v PIPE J- 0 0 0 0 0 CH CH OUTLET TO 1 a s n m MA EEK TBC 4940.E U U U U U U U WETEANDs 1.20%� 1 0% K 1195 0 3 I g Z o TBC 4941.3 qq LL j O C- MANDEVILLE I - SWK 4 _ CH 1 0 0] m 0 0 CREEK BENCH TYP OF I T 493J.4 TBC 493J.99 1 a 1.29 J WK 494 / LJ U Z U � V1 � 3 O FF-4941.50 I swK a4z�4 v [n o � a o FF=942.35 !n C_ U O 1 FINISHED GR �?Q % 4.4 - 0- I` � H ' ® CONTOURS( _ O O 1 / 1 C 4-.51 TBC 4939.13 TBC 49 .1 22 N1 a /SETBACK ORSE IN 0 If 1 TBC 4942.E O O C 49 L H OJ \\\\\\ B 9 (Y,NL T S 49 D \\\\ \\ 1 N N M O 1.20%---> � 1 FINISHE R K 9 x STORMWATER j C N O RS 49 " z N M d If1 •O h o- I DETENTION BASIN I I BOTTOM EL 1 4931.5 I 4 I I I e.. Q � IPE JUST OVE I 8" 8. TREAM E ATIO I �6 ^ ♦♦♦♦♦■■■y1 I S TBC 4944.3 M Q 4 BC N LL • _• 1 W r ♦ I N I I - a a I 4943.8 - WH 4942.38 TBC 401.50 WH qq,0.,8 _ C 3. o ■ I C 4944.2 T" ■ DETEry IOry BASIN I _ WK 4943.80 - ■ \\ /�/ M EVILLE CREEK i '� TBC RO Z d • �IP-RAP APRON IL GRADE PARK 5 _ 1 AT IN T AREA I d •••■ .•• i V�] FF=4943.8 FF=4944.00 FF 4945.00 FF=494.00 I 84 a6.0 Z 1 j•11■■ ♦� I ® I TBC 4945.E TBC 494 TBC 42.1 a9aT95 " T 14f 94�0 L 9 00 ❑ / I I C 4941,9 r 4946.2 494161 942.3E0 494. TB 4 Z S_ mo 2. 49 L 4942.1J L 0.6 N _ ❑ z L 4946.01 1.47%� Q Q D ❑ Z 5' Lu Q O o I 1 c I i m ____ ___ __ ____ _ __ _____ __ ____ _______ ______ LLI1� Z /_ Z __________________'I________ NSIOry TO EXISTINGE # J Q Z LEGEND GRADING NOTES: -SI E DRAwacF J Q Q wx0 � TBC 494 LU FINISHED GRADE SPOT ELEVATION 1. FINISHED GRADE AT BUILDINGS S TYPICALLY$ 6 3 4" BELOW FINISHED A'�'1 hK� TA�: _ GRADE PARK / (TYPICALLY TOP BACK OF CURB OR FLOOR ELEVATION EXCEPT AT ENTRANCES. / RECORD DRAcl LLI Q ❑ N AREA SIDEWALK) , .coPoo� > 2 O t- O i II/ 2. SIDEWALKS PARALLEL TO STREETS AND PARKING LOTS HAVE A 2% 9-Q-1 5 p•.N0.151PE:w p (n co i I DRAINAGE FLOW DIRECTION MAXIMUM CROSS SLOPE TOWARDS THE CURB, UNLESS OTHERWISE LABELED. La.•J� 1 i II II FS lCENSF+�'C9 2.0%-> FINISHED GRADE SLOPE 3. BUILDING ENTRANCES HAVE A 5' LANDING WITH A 2% SLOPE, UNLESS S/ONAV Ea CDP ENTRANCE SLOPE IS 2% OR LESS. DESIGNED --- DRAINAGE SWALE DRAWN CDP 4. MAXIMUM SLOPE OF LANDSCAPED AREAS IS 4 HORIZONTAL TO 1 CHECKED CDP 0 II RETAINING WALL TYPICALLY <30" VERTICAL. li 11/13/13 NET HEIGHT 0 25 50 100 DATE z MAXIMUM5. RAMP SLOPE I ) UNLESS GRADRED RAMPEAK - ARROW DENOTES MAXIMUM RAMP SLO E WITH HA DRAILS IS3 8 % HANDRAILS ARE SHOWN. SHEET 6. MAXIMUM SLOPE IN ADA PARKING SPACES IS 2%. ,1 SCALE IN FEET G'4•0 CONNE dog -n- EXIS � » � v EXISTING S T CONNECT TO \ __ ___ A o EXISTING SIDEWALK \ -- _- -- . D CONNECT / { N REMOVE EXISrQ UlkBG CURS STAH LY EXISTING ROW I6.11\ 1970� EXISTINGO SNECT TOK )49 \ \ W CL 4933 \ EXISTING / \ / L6.90 W c PROPERTY LINE / \ / �3% L \ / \ STATE ST.ROW/ \ EXI IN EDG Q -(O m N OF�AVEME •�� m V CL 4983 R35' (TYP) , CL W(EXITING V ARROW DENOTES / j / DE LINE TER (TYAk--.. PRO ERTY L NE) C 10 20 40 '0'^ \ PED RAMP (TYP) \ / / TBC 4937.2cn /qRR DENOTES \ NEW ROW/ SWK 4938. SWK 4937.1 // �` / 0.35X 4 PED MP T WK 4934.15 \ (PROPERTY LINE{-1.11X SWK HIGH POINT 4937.9 / ----- SCALE IN FEET C_ ( ) Q y ' / SWK 4937.8 TBC 4937.E L 49 7.55 00 TBC 4934:\ ,: \\SWK 4934.91 // ______________GND 4936.12� / ____4938___________ _�___ ( ) VwV �� NOTE GROUND GRADES A •�O TBC 4)34.15 ______ _______________________________ /' / __ \ 35' TYP NEV �2 MP ____ --- � \ i TBC 4938.07 � � T -------" ,_"--T- /F :' / TBC 4938. �d 4938.15 1 / BUILDINGS THAT ARE BOLD Z W TBC 4934.4 \TBC 4934.4 - HAVE BEEN MODIFIED TO BE \ y / ND 4937.64 � / SWK 4938.0 5•g \ w JRA 4935.53 D�4936.84 ( GND 4936.E GND 4937. TBC 4938.00 / R3 (TYP) / 6 3/4" BELOW FINISHED L '�ci \ / LAYDOWN / / FLOOR PER BUILDING PLANS. C GND 4935.E 1 W \ I TBC 4937.73 �i i A 1 (� w \ \ /� �• / GROUND GRADES THAT ARE W 'N \ 4938.0 FF 4938.20 2 CONTROLLED BY ADJACENT x 4934.90 \ I / v? / C 37 9 '3% \ 1 SIDEWALKS OR ACCESSES Z N O i STEPS \ I / i� S K 4938. ARE NOT MODIFIED �1 ��N- \ ANDRAILS \ / TBC 4938.00 NEW RO \ _ / TBC 4937.90 i TB PROP T LINE Z n m i A 4936.10 \V I // 2%� LAYDO LA //��L W (L n N X 4935.05 1 / O FF 4936.20 FF 4937.20 /SWK 493 . FF 493&20YJ 1:20 ARROW DENOTES --�-- GND 4938.1 /ANDRAIL / PED RAMP (TYP) - L1GND 49381ND 4938A5 4939+03N4935.64 / SWK 4938.7 SWK 493 4 GND 4936.E / ND 4937.64 d -n /TBC 4938.9 FF 4939.20 / �m I�i \ GND 4935.E ND 4936.B4 -TBC-4938.42 / SWK 938.9 7 - 5.9 WK 49 5.31 Y/ SWK 4938.2 / ND 4939,15 SW 4939�'30 N 18' (TYP) / GND 4939.1 --- 2% 2%�\ 7 GND 4936.0 / �` - TBC 4938.50 ---- GND 4939.1 GND 4936.0 9' (TYP) Ti T L, __ /FF 494220 ________4�fd�__________- - TBC .13 � o � TBC a93�7 BC 49 5.78 \� \ __-------________________ SWK d 382 /- CHASE LK _SyV}C--49S9�1 - / TBC 4939.36/ (4) STEPS 2/0/ S ? m w o TBC 4940.0 W 4939.87 #III w J O 4935.95 \ SWK 4937. C 4939. 0 W/HANDRAyLS // w m Q a Z o TB 493615' 1.20. TB 493 .0 TB 493712, F120% C 493 .1 TBC$938.31 F1.20% TB 493 .2VF GNIY 4941.E F m 'TBC 4935.9 TBC 35.91 \ / TBC 4939.59 I\ 18' (TYP) RETAUVING WALLiTB 493 2 TBC 493 5 / TB 493 3 _ _ 'fBC 4938. 4 TB 4939 5TBC 4940 7\ BC 36. 815' (TYP) \\ �/ TB / WK 4942.20 (r�/ I i R2' (TYP) ---�9' (TYP) \CL 49361i09�/v,v \ -)- CL 4939.68� 1� \ _26, TYP / / F � 9' (TYP) TBC 4938.57 '% � TBC 37.7 TBC 4937.80 TBC 4938.77 % / - 7 4i `Y' TBC 4936.82 AYDOWN 'T WK 4942.2G RECORD DRAWING \ TBC 4939 04 v ____�____ / SWK 4940.E GND 4941.6 ( / W \76C 4936.7 R15' (TYP) 20 (TYP TBC 4939.9 �� TBC 4940(9 i (3) STEPS W 4,941..R5 9 5 5 TB5\.6.73 BC 49 W/HANDRAILS _ TBC 4939 20 / T TBC 4940.4 C 4940. RETAINING WALL `y / 3 i 26 P T n TBC 4940.3 TBC 494 4 2 STEPS \ M a � � O a SL 4� 9.20 J, H TBC 4936.8 Z z � 1 T � XBC 4941.0 WK 4942.20 / Q o � ,� TC49 8.87 ( ) 2 TBC 4936.8E \--- TBC 4937, T C 49 .2 TBC 4938. 9' L YDO i TBC 4340.4 _--- RAMP 1:20 V / Z <o i / � RAMP 1:20 / T TBC 4939.59 / S / Q W U / SWK 4941.62 n OW,6ENOTES a AMP(TYP) C TBC 4939.09 8' (TYP) �,� /// -I-- ARROW DE 6 ES TB 4941.37 / W C v LAYDOWN 4 G 2T (TYP) �'. / / - RED RAME�(TYP) 49418 0 V Q E H2% 2�'� V / Z \ TBCX4940.96 FF/4942.20 / \ / Q J ___ / K 4941 95 \ / Z j WK 4942.20 v I Q w \ rn TB 493 1 TB 493 76 TB 4438 64 TB 493�� TBC 4939.82 'SWK 4941.7 CAMP 1:12 EW�ROW v O �_ ---- TB 493 7 T C 49 0.8 R15TS'P ONO 4942.1 PROPER'FK LIN / I^ c� 1.20 % TBC 4941.3 ' TBC 4941.9 / WK 4942.13 TBC 4942.2 ` / NE F4 MP W V @ o TB 493 .42 TB 493799 �1.2 % TB 493 .�7 TB 493897 �1.2 %.' TBC 493 .9 TBC 4940. 5 T C 49 1.0 / INE TER (TYP) A 1A / 06 Z > Z G OC 4941.7 ' SWK 4942.4 Q Z Q WK 4939.71 /, TBC 42'b ---- Z q \ SWK 4939.E TBC 4940.47 SWK 4940.8 / SWK 1942.02 I r J Q WK 4939.8�' "__--- _- -i �BWK 4941.4 TBC 4941A8 f. R2 '/(T P) TBC 4 -- ( ) Y i/ARRO A NOTES w = O c R20' TYP Z G �X )11 WK 4940°02 TBC 4941.29 R21' (TYP) _ (n _ uj TBC 493 WA DSCAPE RAMP IA 2 STEPS 9'(TYP) // - TBC 4942.44 / ( ) - TBC 49�z.s V T j Q N �c TBC/4942.57 " IT 942.10 / R20'(TYP) // ,�SWALE DORDELLLDr°`. \ d\ / 18' TYP °J EXIS ING ED F d m i n / SWK 4941.7 TBC 4 42.3 PAVEMENT / (1)STEP x ow(E TI c �; POOL TBC .SWK 4942.25 N ,�', CL 4943.0 I OT No,1B64 •j DESIGNED / , T N �1.189� PRO ERTY I E) 9' �V CDP i d\ NI F./C EO. \ FF CONCRETE 4942.38 CL 4941.63/ ,K °" ' TBC 942.7 S+ ENS• G DRAWN CDP TBC 494287 4T GRADE COLOR �24 > / S7ONAV�� CHECKED CDP TEXTURED CONCRETE 2%� ,�3% < / \ SWK 4942.12 MEDIAN ISLAND // DATE 1 1�1 3�1 3 TBC 443.47 ui _ SWK 4942.236, C 4943, TBC 4943.25 z \ W STOP/ NEW AMP / SHEET /TBC 49 42 2 5/// R20' TYP) STREET SIGN n _- C4.0 A 4.1 ,G7j V�IC 942.10 ( ) ..- .. ��1NEERjyc / / / R20' (TYP) // jl SWALE / 18' TYP f °P EXIS ING ED F I 6S7 I� / (1) 4941.7 TBC/4$42.3 / PAVg#Eg#MENT I STAR LY (1) STEP / CL OW(E TI G TBC ' Wk 4942.25 / , F1.189SW CL 4943.0 PRO ERTY E) p Ti // CL 4941.63/ W "' N ,%�� N! TBC 9a2.7 3970 `. FF CONCRETE 4942.38 a '�i' W I �� TBC 4942.87 TE GRADE COLORE �24� > / / 9��CIRT S• 'TEXTURED CONCRETE 2y�I MEDIAN ISLAND / SWK 494212 TBC 4\443.47\ / SNW 4942.2 // _-- TBC 4943. TBC 4943.25 \ / , N W STOP/ NEW AMP / N / L________________________\ TBC 4942.2//' STREET SIGN --_ v R 0' TYP) W V 'TBC 4942.54 / R20' (TYP), N TBC 4941.5 `� SW 4944-- __ _LD m // TBC 4943.1 / ___________f_____,\ TgC o� 1 ro TBG 4942.5 TBC 49A3.4 / 16 VVVV �4 f+ c tIl v a `v ' \ i' 1.20% 1.20% TB 494 .1 ND 4944.59 TBC 4943.94 V iI- 4938 5 TB 4939 13 L2 % TB 494 .0 TBC 4940 10/, TB 4941.0 TB 4941 B RJ.S(TYP) ' / �� GND/4944.55' (TYP) t3 4938 7 ------\ TBC 4939. 6 TBC 4940 2 TBC 494' 3 18' (TYP) TB 4941.3 TBC *41. 1 T C 49 2.3 TBC 4942.5 i S K 4(j5.1 R3 TYP // N N J / s / STEP- - Sw 4944.so 0 10 20 1 ARROW DENOTES /// +9 (TYP) / (y) STEP C ( - Q �q PBC�RAMP (TYP) i // / i SCALE IN FEET 2T TYP / 26' TYP i � 4 44.4\ / (TYP)- ( ) �TBC 9 F 4 TBC 4941.45 / � d\ / F 49 5.15 ' 4' � O 9'(TYP/ FF11 LAYDOWN / .D< SW 4944.95 / - NOTE: GROUND GRADES AT V ob \ / ) ��N S�--�E G R AkJ"�, 941.65 / TBC 4942.9 / BUILDINGS THAT ARE BOLD Z W Q 2% 2%�`�� \ / / N SWK 4945.1 HAVE BEEN MODIFIED TO BE > i� TB 49 .67 / 6 3/4" BELOW FINISHED E L_ 4939. 0 / TB 494 .6 TBC 4940. 7 CON 0 U R S ,'�/ YP LAD W bRIl GND 4945.0 �� - FLOOR PER BUILDING PLANS. W TBC 4939.7 15 (TYP 20`( YP) HL 4 41.70 TBC 4944✓3� NO 4944 / � 0 TBC 4939.70 \ TBC 9417 GND 4945.1 W 4945.46 GROUND GRADES THAT ARE W 'yg 117 NROLLED26' (TYP) TBC 4944.63 /TBC 4944.51" _ SIDEWALKSOR ACCESSES4ARE NOT MODIFIED fR >� / �NB441. / 0T BC 942.2 � � // TBO'4945.0 SWK 4946.4 / r TBC 4939.83 % TBC 49"4183 18 (TY )TBC 4939.8 ----- • y TBC 49434 O / LnI �/ LA OWN / S`l� t 1 STEP ' S 4945.85 Z ` O TBC 4940. k' T C 49 1.1 TB 4941.27% _(1) STEP C, RI 5'(TYP) R2' {,VYP) Imo- 8' (TYP) i / I J \\ / TBC 4942.03 �'� Q� , OFF 43 �� I !n p a z V CL i4940.00� (y LAYDOWN ,% // ' // W 444�.30 �\ I aPi a w �/ l /C 2% I Lo N co X \ , ¢(V SWK 49 '.4 \ - 9' (TYP) �� 18' (TYP) 4943.17 CL 494 1 / \ # I / '^ r m AG/IJ6 4946.3 `Ali ' N4 4946.38 N a d a a d , , ,?C 49 2.7 TBC 4942. 1 / , , - / > o 0 0 0 0 Y -------- , TB 494 .8 , ' TBC 4946.2 GND 4946.4 I m TB 4940 75 49 1.6 TBC 4941. 1 , W 4946.81 U U tC 4940.E \ TBC 4940.E , / TBC 4944.67 TBC 45.7 _ A / \ TB 494098 1'2 % 'T C 494.8 TBC 4941. 4 F1.20% TB 494.94 TBC 4943.14 �20% T C 49 4.1 SIDEWALK - / o \ CHASE i' J ' / # z O 3 YfC 4940.97 // -- SWK'4946. ` / 0 c� o / SWK 4 4.1 / SWK 4947.8 g o o SWK 494C9 SWK 4943.0 // e i /11 / (1) STEP W `4947.2A _ d o C 4$40.7 TBC 4940.7 _ A WK 4940.91 // 1�. // � ' F 3.68% TBC 4946. (1) STEP C �'. w a o .28 / ' / m < w o _ //_____ / FF 4947.81 L c_-_-______--�-___ /// _ SWK 4947.1 SW 4947.65 N tC 4941.2 RAMP 1:20 _ ---(�/� SWK 49 N SWK 4947.8 'n m TBC 4941.2 _ '// , , 1 W/HANDRAIL ----------" ' \ STEP AT DOOR < _______-_-- {2}-3T , --------- �; GND 49 D/ DRAWING 9 TYP / A 4 F'2% 27 cD T GND 4943. D 4944.44 //GND 4944. NO 4945.44 TBC a9a7.a ND a947�I/ SWK 494&0 % 18'(TYP) � ---p GND 4948.7.7 v NO 4943.44 / _ T _ _ ARROW DENOTES / 4948.1E 8 5 0 SWK 4943.05 // / - RED RAMP (TYP) // LN 9 3.90 / / - / i / SWK 4946b i S --_ >v SWK 4949.1 li SW 49 1.77 _ / / - / / Y�C 4947.58TBCA 7 / (1) STEP (1) STEP SW 4948.55 TBC 4946.03 4AYDOWN - - (2) STEPS C LV d =N w w FF 4944.11 /FF 4945.11 FF 4946.14 p p SW 49 L9 / 1 / T - FF 4949.20 i z¢ (a) STEPS Ff-4§4'�6d / F��e-..�•ee ^4 - / -_I__ i / 1.70 It fi=-494�t5- a. r41n w / W/HANDRAILS / / ARROW DENOTES / m / z SW 4 42.0 li // // PED RAMP (TYP) L LAYDOWNi�S /� c G SW 494 00 �n1� i SWll 4947.79 / _ L ND 4944.44 / D 4944.44 GND 4944. // -- T6169+�6.30 %/ SWK 4949.1 EW ROW - Z D 4945.44 GND 4945. m o TBC 4942.15 ND 4943.33 GND 4943. GND 4949 0 ROPERT E V o d / __ _ / - cpi --- ----------_____- /� - ---__ ND 4943.83 / -- -GND 4945.1h 4949 _ \ I ,G ___ 1)STEP' TBC/4942 BC 49 2.15 T ��C 494�.62 NEW£iTOP/ ----- _ � - _ t c' STf� ESIGN / / t "_"--- 1')STEP NEW P _ _ i 5 / NO 4949.0 J GND 49 9. ' -- T \C 49 236 __ LLJ _____--- / -------------- _ --- W S K 4949.4 TBC 4949.24 TBC 4�49.3 -- _ � J Q B Z / WK 4944.33 F1.94% / WK 4946.17 SWK 4947.3 / F1.94% .\ _ Q o, SWK 494257NEW ROW W4C 494,3.29 PFYOPERTY LINE Z J 1 PROPERTI^.LNE - V R25 TYP � _ 3C 94.4 ' TB 4248 // // / // ``� 0 9 CL 494229 DELINEATER (TYP) / / / �C 49 HIGH POINT m EXIJTING E / W M U�c ` • i ` Y `� / / / _ 4949.50 \OF�AVEME C G _ ,,^^ -\ `L `� i -- -- ------- BARROW DENOTES �'� L OW(E PING In W V ` / / / / PED RAMP TYP / PRPERTY I E Z > Z y, BC 4s42.5� / / y' ) off{ ¢ Ei ARRq DENOTES q ��TBC 941.9 PED/RAMP (TYRE �y(�, Q _ 32 // � // .'✓C� // // F1. 4% // \\ Z W = O c CL 4942.15� CAMPUS BLVD. / / / / M SIB ,/ CL 4950.E # ^ NT uj G m CL 49 2� �1?J4%, J� / / / li ' TBC 4950.3 `•.• o C 208 L 4 4.6� CORDELLD.•. 2 O H O i R35' TYP / WARP ROWN OF // a �• �m TBC,4941.9 / > POOL ��rr�� • �► / / / INTERS CTIONNO.I�645PE V d m N ` i/ GRADE �dE /STOP/ _ �`�� p,•�2 c�`•'CENSE Ca -1.94% F4. /ST ET SIGN ui SSX•••• RCN CDP � OVAL DESIGNED RSS�(TYP) / / i RELO ATE EXI ING / DRAWN CDP JCL 49422 R20" (TYP) // // // TBC 4948.4 TBC 4d50.3 // CHEV�ONS (3 / CHECKED CDP 'BC 4942.34 TBC 4942.34 R25' TYP CON IIN CT TO / DATE 11/13/1.3 (TYP) EXIS G PAV ENT/ i BC 49425 N TBC 4942.53 NEW ROW / / / NE)N ROW � 7 I / TBC w1951.4s SHEET SIGNS (3)-ter v v /' , .� ,/ ,', , �,/ iTBZ4951.4 �L C4.0 B ��1NEEgjy�, EST / TBG 494,.9P\ E N I S H E D G R A B ' \ STAH LY \ \ ' CONTOURS (TAP)'`., W�lrlflTt� / TBC 494 1 ``A TBC 4941.7 \ TB0\4939.53 \\IN 4941.12 \ v ` / TBC 4940.73 \ \ / -------- fn SWK 4942.4 ` T�&°� TB 4940 74`` \ 1.20% TB 493 .7 TB 49 6 1. 0%� ' \ TB 4939 13. 1.2 % TB 494 .0 TBC W TBC 4941. 2 TB 494 .jj\ '02 hH 4938 5 a LL 0 \ r y' 1$ TYP ______ - F C 4942. TBC 4942. 5 TB 4941 0BC 4940. 7 TBC 4939 9 TBC 4939. ` i�8 4938 7 \\ TBC 4939. 6 TBC 4940 2 TBC \ TBC 4942.1 V` \ v R5' ----�9'\TYP) \ \\ ARRM DENOTES / TBC 4942. \\` \\ \ PE RAMP (TYP) i � ♦A L Q 26'(TYP) 0 10 20 40 (n v o`ova \ TBC 4940.97 \ \ i% \\� \ (D a o / TBC 4943. �. LAYDOWN 8' (TYP) \\ 941.25 \\ �.\ \\ \\ \\ �9' (TYP) Q TBC 4942.50 \ \ TBC 4940�4 TBC 4940.35 TBC �939.7 i/12% 2%�\ i C (A / w' SCALE IN FEET �� C1�. / TB� 941. TBC 4940 2 \ \ _ TBC 4939. 0 T®'494 .6 TBC NOTE: GROUND GRADES AT V C O TBC 4942.E LAY OWN \ TBC 4111.7 _ i5 (TYP 20s( YP) W / ( ) \ \ BUILDINGS THAT ARE BOLD Z T 49 2.75 18' T P \ TBC 4939.70 i _ _ / \ \ \\ HAVE BEEN MODIFIED TO BE o TBC 4942. 5 TBC 941 `a' 26' (TYP) T 6 3/4" BELOW FINISHED L se FLOOR PER BUILDING PLANS. W C +BC 4941. 0 `a a T C 49x. a O N TBC 4942.9 `�� LAY OWN �` 20' TYP TBC 4939.83 " GROUND GRADES T °( ) \ U THAT ARE W TBC 494.6 494 90 `�� \\ TBC 4941. 2 49409 TBC 494.. 5 TB 49401 \ TBC 4939.8 ---- SIDEWALKS OR ACCCONTROLLED BY ESSES �R IL TBC 4940. k' T C 49 .1 TB Z f/f \ \ I'i ca ARE NOT MODIFIED R2' Q Ohu�iw� V A TBC 4941.49 }, l R2 (TYP) \ Z rn \\CL 4942,98\ � \ LAYDOWN f�`�T9 (�1\P) \ In W a i \ CL 14940.0 \\ TBC 4943.10 TBC 49 .3 `V �= 1.20%�----- - ,7y --'- TBC 4942.13 TBC �941.3 TBC 494L27 TBC 4940.7 co N a�w TBC 944.0 TBC 4943.5 V.�' \ r TB 4940 75 T 4941.E LTBC, 07 o '--- ----� \ 20% TBC 4940.E ,T R15' (TYP) �ya3�9---------- AWE*4�3 - \ TBC 4940.E TBC 4944.0 \ TBC 4942. ' 1 T C 49 LS TBJ4941.110 T C 49 0.9 \ TB 494098 �1'2 % T C 4941.8 N \\ NO 4944.25 GND 4943.5T \ TBC 4943.7 } \ \ \ Nk 4940.97 V m U U U U U TBC 4944.0 ,\ \ v - SWK 494'�9 (y WK 4942.38 AR ENOTES\ WK 4941.50 TBC 4$40.7 TBC 494&. 'V o 0 TBC 4943.8 \ - C`R \ SWK 4940.91 p TBC 4944.31 TBC 4944.2 \ - RED R&kCp STYPZ_�_____ T / \ SWK 4942.'@ __\ 4943.42 w m w ' \ \ `` ND_4942_87______ "----- TBC 4941.2 TBC 4941.2 RAMP 1:20 (n o o z o o NO 4944.94 SWK 4945.5 - --- 4 -- ---- -- --------------------TBC -------- \ \� W HANDRAIL ------- w a TBC 4944.4 (1) STEP \i\ ND 4943.29 SWK 4943.8 T GND 49432 ' ` / _____ ______________ -------------- a 18'(TYP)-{ �� FIF 4945.45 SWK 4944.5 \\ �\ ---- - -SWK 4943.85 STEP AT \ WK 4943.70 E%2% 2%\> GND 4943. ND 4944.44 157 \ _ DOOR \ a NO 4943.44 Q \ \ 0/ - /\ WK 4943.05 \ 73 \\ SWK 4945.3 \ \ LN9 SW 49 T 9' (TYP) / ^ GND 4944.9 \ FF=4943.85 \ z �w iJ PROPERTY a \V '// \\ SW 49 1.9 (4) STEPS F 4 d W o LINE W/HANDRAILS T x SW 42.0 o a w a TBC 4945.61 TBC 4944.8 \\ \�ii ND 4942.89 \\ /GND 4944.44 1.20% D 4944.94_---__- GND 4944.9--_/" X (` D 4943.29 GND 4943.2 \GND 4943.2 TBC 4942.15 ND 4943.33 GND 4943.4 0 \ --- -- ° --</ TBC 4945.1 \ SW�t 4943.61W---- NEW$TOP/ BC 49 2.15 ---------------------------- // c� \ u' - ST EE1\SIGN -_ TBC 4945.44 �� \ -----__ g o EASEMENT FOR GND 4\944.08 ------------- T� \ `GND-4942Z3 PROPERTY \ ___ / V ---- LINE\ C 49 2.36 ' o FUTURE STREET SWK 4945.2 ° SWK 4�43.91 --_ _ 7 a W_ `o NEW PROPERTY 1.47%� \ WK 4943.77 1.47%� NDVV / LINE SWK 4942.57 PROPERTI^�LINE WK 494,3.29 Now WK 4945.95 \ V A / IwI^ D) HIGH POINT TBC \4 .4 L 4942 29 / TB ` 42.48 DELINEATER (TYP) \ N `__ __ ___ TBC 4941.8 \ �;� ; -- TBC 4942.5�/ Q co ARRQI^/DEN�OTES \� z \ �{ PED'RAMP (IY1P), \TBC 941.9 2'- / Q Q W 0 M CAMPUS BLVD. // z � z CL 49�4f.Ol, EASEMENT`FOR RECORD DRAWING 1.47%� a - GL4942.,5� _ � a z Q Z o / \ FUTURE STREET t49-208 CL 49 2_2- F1?J49e, � D J a 9-8-15 TBC/4941.9 R35' TYP L1J z 0 N pNTAry = �2 \ \ TBC 4941.8 �/ $►. �). C.•' Q = W \ \ \ OO POOL 0 \ x 0 0 / \ \\ R35'jTYP-- -___ 9' N0.116045fE w \V A\ \ END ROW /CL 4942.2 R20' (TYP) v v vv ss�_NALEc CDP \ \ TBC 4942.3 T T . DESIGNED BC 494234 I NEW PROPERTY \ \ CDP LINE \ \ TBC 4942.5 TBC 4942.53 NEW ROW DRAWN NEW BARRICADE SIGNS(3) -� / CHECKED CDP -� / DATE 11/13/13 SHEET C4.0 C gSiE��4 EXISTING S T CONNECT \ EXISTING SIDEWALK \ STAH LY o / -- EXISTING ROW \ '-------- \ 27'- J \ \ / \\ PRIOPE TV LINE \STING CL 4933 \ W c V 0 rn Q � \ \ \ 'cLc1)�°' CL 4933 4 \ 0 10 20 40 V o SWK 4936.5 / A A V ARROW DENOTES N N g a o SWK'NIGH POINT \ \ \ PED RAMP (TYP) \ N ` U v a / 4$38.9 \ \\ SCALE IN FEET N N (D =o w / $VM 4935.4 NEW ROW \ \ Q ) N a 1.08%� (PROPERTY LINE) \ \ 4934.15 \ C _ _________________� •- N1 SWK#$36.3 A C1 0 !__-_-- / / �\ 1 �`� \\ - 'fB�L§34.1 TBC 4)34.15 C Q \ ________________ _ _______________________ _____ ____ NOTE: GROUND GRADES AT W TBC 4937.1 �\ TBC 4934.4� \TBC 4934.4 ___ BUILDINGS THAT ARE BOLD / TBC 4937.80 -i S M 493.1 - HAVE BEEN MODIFIED TO BE Z Q �\ y__ � .�_________________________ y+ i _ \ A GND 4938.9 A w ND 4935.53 6 3/4" BELOW FINISHED Q L D 4938.44 GND 4938.4 \ T D 4938.94 u FLOOR PER BUILDING PLANS. C \ i �i,o GND 4935.8 W Q / TBC 4938.07 TBC 4937.3 N L20% GROUND GRADES THAT ARE W CONTROLLED BY ADJACENT N FF 493A85 z v 2�STEPS 90 SIDEWALKS OR ACCESSES �Z O ARE NOT MODIFIED V o0 W/HANDRAILS a FF 4939.17 \ \\ T \ kR20 36.10 0 9' (TYP) 18' TYP \ f�-4939rB� \ LLI `�°i ( ) V ,.� 35.05 a SWK 493 . FF 4936.20 RAILSWK 4939.0 _ \ t >STEP AT i - _ co SWK DOOR \ _ \ 5.64 coSTEP A SWK 493 4SWK 4937.3 DOOR �\ � GND 4935.E m / / \ 5% `� NO 4936.94 GND 4936.9 (n / TBC 4938.1 \ \ WK 49\3\5.31 PROPERTY ND 4938.44 \\ SWK 4938.8 a a a a a LINE \ GND 4938. - \\ �' \ �F 2% 2%�� \� GND 493E m v v v 0 L) SWK 4937.14 \ <X 0 0 SIDEWALK \ GND 4936.40-\ qq Q, z a g TBC 4939.36 TBC 4938.E ND 4937.95 \ - \ ARROW DENOTES CHASE ,SWK 4937.63 \ / TBC 4938.8 \ WK 4937�7 RED RAMP(TYP) W}C 4936.80 SWK 4936'122 TBC 4935."7 ]BC 49 5.78 SWK 4937.7 \�', A 4935.95 \ SWK w m a 0 n p o z ( m / / D 4938.44 GND 4938. V.20 5 TB 4 4939.71 --GNQ 4938.19� TB 493 5 1 \ TB 4936.7 TBC 4936.$�TB 493 .1L�BC TB 493615'5.9 TBC 4 35.91TBC-409.0 \I III \ 1. 0% ______ ,'� TB 4f 1.20% �. C49 7.0 TBC 4936. 1 ITBC 4436. 8�� TBC 4936:3i A TBC 4938.62 \ TBC 4937.85 \ \CL 4936!0 \ CL 493s.oi\` 26' (TYP) N n n 91 a TBC 4938.04 \ t4TB R15 (TYP TBC 4�39.43 ��8, (TR LAYDOWR� TBC 4938.24 TBC 493738 TBC 4936.7 `i `Y% TBC 4936.82 TBC WC 40.09 \ 2 Ty TBC 4936.7P) TB 493 .5 \ ( ) R15' (TYP) \\ 493 77 T65 4936.73 TBC 4939.8 493 .68 TB 493.626 (TY?)\a49 8TBC4936.8 Z TBC4936.8E -------- TBC 493 4 T C 49 7 8 T C 493 .2 \ TBC 4937°2 T C TB 493 .77 TBC 4940.07 `� TBC466 �\ \ WTBC 4940.02 LAYDOWN � OW,,6ENOTES J >C 4940� \`� \ R2 ��) a AMP (TYP) d 27' (TYP) \ 19�> J Q / 9' (TYP) \V �` V A �2% 2�-c A Q > Z / TBC 4941.04 R5• A V A A Z Q 6 � ` v v v T � R + . TBC 4 TB 4938 D493 . 6 TB S Q Q TB, 493 = ZTBC 4940 C 49 947 U T W0BC 4940.E 1.2 11 ` B49352 \26j� TBD 493 4 TB 493799 �1.2 % BC 4941 3 LTB�-4940. 8 0 TB 4 06 ZZHCCG DRAWING z TBC 4940.98 - ----------------------------- ;\ R W x 0 RECO D 14 Lu 9-$-1rJ� Q Q N FF 4941.50 \ \\ \ x 0 0 CORDELLD.', a \ \ TBC o POO J DRAWNDESIGN CDP \ v No.11645PE 1w CDP \ FINISHED GRAD ` �F %eNs.�� CHECKED CDP 13�13 TBC 4941.92 \ \ \ S(TAP) �NAI DATE i o i \\ '``, `\ TBC 494 1 �`� TBC 4941.72 CONTOURS V i A TBCA4939.53 \ \ SHEET S IK 4941.12 \ \ C4.0 D '# -ES�Afyc (SEE PLAN) STAH LY e pp 1970 `. 1.5%SLOPE (2% MAX) 3" I. GRAVEL BASE U)Lu !11 1• 4" OF M-4000 CONCRETE v TYPICAL STREET SECTION STATE AND 14TH STREET TYPICAL CONCRETE SIDEWALK SECTION U � N.T.S. NOTES N o 1. SIDEWALK TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF L BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02529, EXCEPT WHERE SPECIFIED ON W � A 3 THIS DETAIL DRAWING. Q 0 PROJECT IMPROVE NTS FUTUREIMPROVEMENTS o C _ 2. MINIMUM SIDEWALK WHERE NOT DIMENSIONED IS 5'. MINIMUM SIDEWALK WIDTH` S 2% SLOPE f-3% CROWN 3% CROWN— 2% SLOPE N WITH PARKING OVERHANG IS 6'. C O 0 W T 65 BLVD 10 SIDEWALK Z 6.5'10' SIDEWALK BLVD PARALLEL 10' DRIVING 10' DRIVING T PARALLEL . ' ' PARKING LANE LANE PARKING PROVIDE BRICK OR COBBLESTONE ��yy m ` COLOR AND TEXTURE ON CROSSWALK LL W .ON 35' TBC TO TBC _ w Z 05 70' EASEMENT WIDTH - "" w a 6" THICK M-4000 CONCRETE WITH #4 BAR L 1D N ON 16" GRID (7" THICK FOR CROSSWALKS) -°:5 m"' �yo 3" OF CRUSHED BASE COURSE UNDER N p a CROSSWALK Q n NaLLw SUB-BASE THICKNESS PER ROAD SECTION O TYPICAL CONCRETE DRIVEWAY, PAD, OR N °' CROSSWALK SECTION (TRAFFIC AREAS) y a a a a a a a N.T.S. m U 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 d 3 a 2. CROSSWALK WIDTH TO MATCH SIDEWALK WIDTH. cE } a z = o W U Q Z U U1 N K K Tt ? w z � K m Q O O � (2) 4" WHITE (2) 4" YELLOW ROAD COURSE THICKNESS J a o z (2) 4" WHITE STRIPES STRIPES STRIPES 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 ro 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 o 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 Ll TYPICAL CURB PRIOR TO PAVING PG 58-28, GRADE B AGGREGATE. lz 1" CRUSHED BASE COURSE co 3 O w a' 0 6" MINUS SELECT SUB-BASE ~ TYPICAL STREET SECTION COURSE' (PIT RUN) SOUTH 11TH AVE. GEOTECHIOFABRCBMIRAFIIOHP370 co W >- J Z s OR EQUIVALENT a J Q PROJECT IMPROVEMENTS EXISTING COMPACTED SUBGRADE W p W Z 0 o 3 TYPICAL PAVEMENT SECTION � �U' _ (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 fA Q Z p Z ' PARALLEL 1. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF J r :3 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 = 0 PARKING LANE LANE LANE LANE WIDTH VARIES PATHWAY ON THIS DETAIL DRAWING. V = W T I I 1 2. GEOTEXTILE FABRIC TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND d Q w N c 24' CL TO TBC i 24' TYP CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02110, EXCEPT WHERE } = 0 H 0- 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 e�oTAfJ/` DRAWN CDP CORDELL D.'. 4. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CHECKED CDP CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02235, EXCEPT WHERE RECORD DRAWING 9-8-15 R00L SPECIFIED ON THIS DETAIL DRAWING. DATE 11/13/13 A,Nco7.17645PE•w 5. BITUMINOUS PLANT MIX SURFACING TO BE CONSTRUCTED IN COMPLIANCE WITH S`S�ON'N-ECG MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02510, EXCEPT SHEET WHERE SPECIFIED ON THIS DETAIL DRAWING. C4.1 ��INs�R�yc 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, : ° �' 1970 `. SECTION 02529, AND AMERICANS WITH DISABILITIES (,DETECTABLE SIDEWALK`"° ° WIDTH VARIES °° °° S1001AL°K ° 4" RETAINING WALL 9`�'fOCIA'f�S�� ACT (ADA) REQUIREMENTS. SEE s1 PLAN:° slDEwntK GRASS 4 GRASS GRASS 2. RAMP AND CURB CAN BE POURED MA SLOPE t9x MONOLITHICALLY. DOWEL WITH 24" N0.5 RAMP MAX SLOPEw z< 4°° ° : ° REBAR 3" INTO BACK OF 1:12 3. DETECTABLE WARNING SURFACE COMPLYING WITH WARNING' ° z_' CURB, 3" CLEAR z_ DETECTABLE WARNING ° ° DETECTABLE WAR NGADAAG SHALL COVER THE ENTIRE WIDTH OF THE : (TYP. BOTH SIDES) : �' SURFACE SURFACERAMP. ONE CORNER OF THE DETECTABLE WARNING ❑ v. ❑°o3 m °❑ ° ❑ ❑o❑ - RAMP ❑ ❑ ❑ ° ❑MUST BE WITHIN 8" OF THE GUTTER FLOW LINE: NO E ° �° a ° f t 12 MAX RAMP4 - - ❑'3 ❑ ° ° ❑ - - ❑;n❑ ❑ - ❑ .. ❑ ❑ ❑ 1°12 MAXOTHER POINT ON THE LEADING EDGE OF THE 2a'Mw za"MI ° za"MIN E° 1:12 ° t DETECTABLE WARNING SURFACE MAY BE MORE THAN ❑ ❑ ❑ ❑° ❑. o a ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑5' FROM THE FLOW LINE. ° - - 11 �, .. ° o .:. cn 4. RAMP WIDTH SHALL BE 5' MINIMUM. RAMP WITH ° J o I TO BE NO LESS THAN 1' NARROWER THAN SIDEWALK CONC. CURB°& GUTTER �° `,FACE OF CURB ° °CONIC. CURB°& GUTTER ° °, FACE OF CURB CONC. CURB & GUTTER FACE OF CURB WIDTH. o ° °e _ a : ° ° ° a ojf to 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2%. ASPHALT SURFACING C G ASPHALT SURFACING ASPHALT SURFACING z Ill 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. FLARED SIDE RAMP FLARED SIDE TOP OF CURB 12" RAMP 12 TOP OF DEPRESSED WALK 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 SLOPE. MAx a LO 1112 MAX iYP. W 9. TAKE CARE DURING CONSTRUCTION TO ASSURE ❑ ❑ } `O NO LIP NO LIP NO 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 = N n�`a LLw RAMP DETAIL FOR RAMP DETAIL FOR RAMP DETAIL FOR PLAZA SIDEWALK SIDEWALK PERPENDICULAR TO CURB SIDEWALK ADJACENT TO CURB N �m0 GALVANIZED (FOR SIDEWALKS WIDTH <10') N.T.S. (FOR SIDEWALKS WIDTH <10') STEEL TREAD PLATE N.T.S. N.T.S. 16" r o 0 0 0 0 0 0 YaACH COUNTERSUNK 8„ L 3/i' CHAMFER AT EDGES m z O O MACHINE SCREWS r TOP OF SIDEWALK 12 (TYP 3 PER SIDE) #4 HORIZ. ®12'O.C. g O ° MAINTAIN 3" COVER ° 6" DEPT;E , P 6"MIN ABOVE SIDEWALK OR FINISHED GRADE z g w ) 5.4"(0.45') a N d 3 CON BETE ° VARY TOVIDE a vt O o FLOW LINPE ° ° ° zq^ ° d 2"x2"xY4" ANGLE IRON FRAME 30" MAX w z rn °a ° Y2"x4" ANCHOR BOLTS OR z^ 9 o a o z o £" ° 1 REPAIR (TYP 3 PER SIDE) - J COUNTERSUNK MACHINE REINFORCE WITH #4 VERT.O 16"O.C. o_ S 1 SIDEWALK ABOVE TOPSOIL: W 6" HOOK IN FOOTING. 4" 3"R a SCREWS (TYP 3 PER SIDE) FOOTING - / I (ttP.) � 4•'R 'S" n n 16 GRADE VARIES 40•• L d ,a •saE Q M r r W SIDEWALK CHASE DETAIL 8%24" CONCRETE FOOTING 2" ' �, o SCALE 1 Y2" = 1' REINFORCE WITH (2) #4 CONT < : 6" 7.5" NOTES ALTERNATE HOOKS �9. <Ad : o z N n do If 1. SIDEWALK CHASE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY -C I COVER TYP. OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02529, EXCEPT WHERE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SPECIFIED ON THIS DETAIL DRAWING. CRUSHED GRAVEL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BASE-3"MIN. 0000000000000000000000000000000 O O O O O O O O O O O O O O O O 2. THIS DETAIL ONLY APPLIES TO SIDEWALK R CHASES ON PRIVATE PROPERTY. TYPICAL CONCRETE LANDSCAPE RETAINING WALL o SIDEWALK CHASES WITHIN PUBLIC STREET ROW SHALL BE CONSTRUCTED IN sue-BASE COURSE ACCORDANCE WITH COB STANDARD DRAWING 2529-14. SCALE 4/4" - 1' AS REQUIRED 2.5" BITUMINOUS PLANT MIX SURFACING NOTES j PG 58-28, GRADE B AGGREGATE. , 1. RETAINING WALL REQUIRED AT REAR OF BUILDING 1 �y CRUSHED BASE (9" OF 1 1/2" ALONG STAIRS AND WALK. SEE GRADING PLAN FOR COMPACTED SUBGRADE Q MINUS CRUSHED GRAVEL) LOCATION AND EXTENTS. V f2% CROSS-SLOPE IN 3/4" W o T .s" 1js" `J `_3/q'PER 1'SLOPE �_3 4^PER 1'SLOPE 1 2"PER 1'SLOPE y I r TRAIL TOP SURFACE (3" OF a as es-.f V y TOP WIDTH 3/8" MINUS NATURAL FINES) J Q TRAIL BASE (6" OF 3/4" DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB J Q J z TOP WIDTH + 2' MINUS CRUSHED GRAVEL) WIDEN TRAIL 3' AT - BENCH LOCATIONS Q cf) (n TOP WIDTH + 5' f2% CROSS-SLOPE z 1. Subgrade or base cours a compaction shall conform to section 02230(M P W Specs.1996 so.) Q W V TYPICAL ASPHALT PATHWAY SECTION 2. Oontracton fonts shallbe placed at 10''ntervals and shall have a m mum depth of 3/4'and n n l-wdth of 1/8". cl Z > z N 3. 1/2"-penson joint material shall be placed at all P.C.s,PT,,curb retums and at not h,o re than 300'intervals. The Q Z Q N.T.S. expansion materlal curb shall extend through the full depth of the and gutter. W Z NOTES 6' TOP WIDTH 4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his representative. :3 J Q 8' BASE WIDTH 5. Concrete shall be Class set. '^ O 1. PATHWAY TOP WIDTHS ARE 10' FOR STATE AND 14TH STREET PATHWAYS AND 6. Crushetl gravel base shallIt meet the requirements of Section 02236(MPW SPECS,2003 ed.) Far aaro and ll V/ � _ 6' FOR CAMPUS BOULEVARD PATHWAY. getter repmcement projects,washed rook may be used for the gmvel base. J H_ = W 2. PATHWAY TO BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BOZEMAN TYPICAL TRAIL SECTION > Q N a STANDARD DRAWING 02529-16, EXCEPT WHERE SPECIFIED ON THIS DETAIL SCALE 3/a" = 1' = O W 0 DRAWING.. NOTES CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1 U d m 1. TRAIL SUBGRADE, AND BASE COURSES SHALL BE COMPACTED TO 95% MAX STANDARD DRAWING NONE CURB & GUTTER Revised 3. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF DRY DENSITY, IN ACCORDANCE WITH MPWSS. Mar. 2006 CDP BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02230, EXCEPT WHERE SPECIFIED DESIGNED ON THIS DETAIL DRAWING. l=�N DRAWN CDP 2. NATURAL FINES TOP SURFACE TO BE MADE OF 80%SAND AND FINE GRAVEL, TYPICAL CURB DETAIL o 4. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND 10% SILT, AND 10%CLAY. .'CORBELED.*. CHECKED CDP CITY OF BOZEMANMODIFICATIONS TO MPWSS, SECTION 02235, EXCEPT WHERE 3. TRAILS WITHIN WETLANDS TO BE CONSTRUCTED IN ACCORDANCE WITH 9),No.11645PE;fw THIS SPECIFIED ONNTHIS DETAIL DRAWING. N.T.S. POOL DATE 11/13/13 WETLAND PERMIT CONDITIONS. TRAIL THROUGH WETLANDS TO BE APPROX 4" NOTES RECORD DRAWING 9-8-15 O�`•(j$�fq =u cc••DENSE. G 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 `rs/pNA�Q� SHEET 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. CA^2 sfR�yc STAH LY c ,I97O `. 9`�fOCIAT�S�� STORM DRAIN PIPE TABLE STORM DRAIN MANHOLE TABLE LU Pie Size in Material Invert in Invert out Length tt Sloe MH begin MH end Sum Elev Q P ( ) 9 O P 9 Manhole Grade RimlfBC Size P Inv out Inv in Inv in Inv in m N 30" 4928.22 V E a m STRM P1A 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 E N STRM P2A 18 PVC 4929.79 4929.22 56.50 1.00% STUB 2A ST 1A (THERE IS NC ST 2A) O o s 4928.95 4928.21 4928.20 30" 4928.95 30" 4928.95 oa STRM P3A 30 PVC 269.62 0.27% ST 3A ST 1A ST 3A 4936.77 Rim 60" W 15" 4930.20 S E (n 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 Q 4929.60 4928.95 4928.85 30" 4929.60 30" 4929.60 _ STRM P5A 30 PVC 242.12 0.27% ST SA ST 3A ST 5A 4933.83 TBC 60" 2 W � 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" 2 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 _ _ 43) STRM PSA 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 cc W C 3 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 O� 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 Z V)- ��II�� (D >co 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 -I.- ��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" 4932.39E w a z,°�'N 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 6 �Nm 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 =o (n p a 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 SE 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 I-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 y. a m a m a m o 0 0 0 0 U U U U U STRM P28 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 z 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 N d o z m = o 0 E STRM P58 12 PVC 4938.19 4938.04 30.00 0.50% ST 56 ST 4B ST 5B 4941.83 TBC 24"X 36" 4937.44 12" 4938.19 S w N N o w m ¢ w STRM P68 30 PVC 4936.84 4936.54 47.01 0.45% ST 66 ST 4B ST 6B 4941.81 Rim 72 4936.09 30" 4936.84 W 24" 4937.34 S 15" 4938.09 E o o a o z U) U F STRM P76 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 P86 15 PVC 4938.19 4938.09 21.99 0.45% ST 8B ST 6B ST 8B 4941.96 TBC 48" 4937.44 15" 4938.19 W 12" 4938.44 N 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 o 4918.10 4912.13 4912.88 4912.88 z N STRM P1C 15 RCP 4911.80 4911.25 78.00 0.71% ST 1C OUTFALL ST 1C 4917.02-Rim 48" 49i i.06 15" 49i i.80 W 15" 49ii.80 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" 4916.72 S 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 4928.48 Rim 48" 15" 4924.59 N 15" 4924.59 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" 4925.9215" 4926.67 W 15" . 0- E 4" 4926.67 N&-& a STRM P5C 15 RCP 4928.00 4928.00 9.00 0.00% POND A ST 4C STRMPID 15 RCP 4929.17 4928.22 79.00 1.20% ST1D OUTFALL ST1D 4934.00 Rim 48" 4928.42 15" 4929.17 W 15" 4931.50 E 4" 4929.17 N&-& Q STRM P2D 15 RCP 4931.50 4931.50 10.00 0.00% POND B I ST 1D V a W 13 > H Q _� W J Z co LU aJ fnQ' yZ Z m E Q o H Z W Zcc ED O 0 J Q � - Q cc Z: in W �O Q x 0 0 v) acnwm DESIGNED RBR h*OTAlN` DRAWN CDP RECORD DRAWING 9-8-15 _cDRDELLD.. CHECKED CDP POOL DATE 11/13/13 ot,Ngo.1164 SHEET �ONA�E C4.3 sfR�yc 48" DIAMETER CONCRETE STAHLY �A OUTLET STRUCTURE NEEEa°u ]R° 1970 m1E21,FoRALL 9`�fOCIAT�S� OUTLET CONTROL SLOT OUTLET CONTROL SLOT 5" WIDTH FOR NORTH POND 9" WIDTH FOR SOUTH POND i caEr 18, u awo OR C r^ vaxwexe Ia ) r W Y 15" RCP PIPE FROM DETENTION BASIN 15" OUTLETS �(p N FRONT VIEW ��V//J�� L C) �__ muux,r wx xux°REx xc vJ �R E s xo° a FLARED END SECTION �Exc P°FOR-7ow) C LC)_ od c"sxxc oncx RECE awusx.Exr � O LA SECTION A Z W N NOTES (C 1. OUTLET STRUCTURE TO BE CONSTRUCTED IN W COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN O EXTEND SUBGRADEoDRAIN PLAN 1 fn LIGHT-DUTY 4" FRAME AND MODIFICATIONS TO MPWSS, SECTION 02720, EXCEPT WHEREL o xE waxPEo Lu AROUND BASIN PERIMETER GRATE, WITH >1.0 SF OPEN SPECIFIED ON THIS DETAIL DRAWING FOR / s .o uare x E< AREA m / - io�i sREC Fw Z co od 2. SEE STORM DRAIN OUTFALL PLAN AND PROFILE FOR tz o'(*m) , jco STRUCTURE RIM, INVERT ELEVATIONS AND PIPE SLOPE. Z 0 O'7,N" 1 OUTLET CONTROL SLOT 2" GRADE RING i rnmN i LO SIDE VIEW w a O N L A. \�/ CITY OF BOZEMAN SCALE: STANDARD SQUAREJ F.��).MOAR 2720-1A a STANDARD DRAWING NONE STORM DRAIN INLET c. 2003 i 200600 INC)I N d ti w 15" RCP PIPE FROM ES F<.. L o DETENTION BASIN 4" DETENTION BASIN 1. STORM DRAIN INLET MANHOLE TO BE CONSTRUCTED IN '^ I-m SUBGRADE DRAIN INLET COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS INLET TO MPWSS, SECTION 02720, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. y a a a a a m o 0 0 0 0 INVERT FLUSH WITH POND 2. SEE PIPE AND MANHOLE TABLE FOR STRUCTURE RIM AND v v v v v INVERT ELEVATIONS. BOTTOM 15" OUTLET� 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 a z o ourLEr z w Q g o N d > EXTEND SUBGRADE DRAIN a o AROUND BASIN PERIMETER 9" _ z m = w 0 OtaM°r0<a 9 ewer ] u°l 0 [n Mtt]0 Cover O x have F»d kk°R b w In E Foi as°.we. a xxuuu.] -1—oIEwxo U z , (Exc�r_rvreo co�N o o)xc - - - BE R7,1 DETENTION BASIN OUTLET STRUCTURE mow �°`°�R m° 7— NV °H.�om x� N.T.S. A ExY 00 i xcREtE \\\\\ N M 8 5 0 centers xitn"5iu aexgmt on t 4]e ante .. a_o sax°eno orsww xe xo.o2]a°-a siv a ex O a 4" TOPSOIL CAP 8 t a a " J F. nne_ iu`sow) H -- �oN W DRAIN ROCK � 1 - xa er � eane.e ewe aa.ne ma"w"4.. 0 _ o e o N e.ex.. Fr.wn a°a.wnw°m H a PVC STORM GROUT JOINT SO CONCRETE FLARED END /1 tntcRn„,,e nme. DRAIN INSIDE PIPE SECTION AT OUTLET ">\_ - ---- 4' PERE. PVC PIPE Z DIAMETERS ALIGN (WITH GROOVE JOINT) GEO-TEXTILE (HOLES UP) ? Q V Q FABRIC oR w "° SECTION B ; owcanoe°a Q J a DETENTION BASIN PIPE INLET DETAIL B ��'°"" �,0—.J n„°x�°�wx°o], to = ~ �,_� o�R RE�xF°�ExExi a=REx E N.T.S. 4" TOPSOIL CAP I�I^^ O E CPPY OF BOZEMAN SCALE: STANDARD STRAIGHT CITY OF BOZEMAN SCALE: COMBINATION MANHOLE AND �NO. 02720 18 Z W V T N0. 027203 Q G } STANDARD DRAWING NONE MANHOLE DEC. 2003 STANDARD DRAWING NONE CURB INLET DEC.2003 Z � Z_ xEv:ua :aa W Q Z Q Z NOTES REV,w�zoo NOTES :3 J cQ 0 16 1. STORM MANHOLE AND CURB INLET TO BE CONSTRUCTED IN 1. STORM MANHOLE AND CURB INLET TO BE CONSTRUCTED INB Q uj = O c COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO Z cn _ W MPWSS, SECTION 02720, EXCEPT WHERE SPECIFIED ON THIS DETAIL MPWSS, SECTION 02720, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. DRAWING. oC x0 0 3 pNTq GEO-TEXTILE B 4" PERF. PVC PIPE 2. MANHOLE DIAMETER VARIES WITH PIPE SIZE. USE 48" DIAMETER 2. MANHOLE DIAMETER VARIES WITH PIPE SIZE. USE 48" DIAMETER d m fV FABRIC (HOLES UP) MANHOLE FOR PIPES 18" OR SMALLER. USE 60" DIAMETER MANHOLE FOR MANHOLE FOR PIPES 18" OR SMALLER. USE 60" DIAMETER MANHOLE FOR COROELL O."'. 24" PIPE. USE 72" DIAMETER MANHOLE FOR PIPES 30" OR LARGER. 24" PIPE. USE 72" DIAMETER MANHOLE FOR PIPES 30" OR LARGER. CDP POOL MULTIPLE PIPE PENETRATIONS MAY REQUIRE LARGER MANHOLE MULTIPLE PIPE PENETRATIONS MAY REQUIRE LARGER MANHOLE DESIGNED y,Nq0.11645PEw DIAMETERS. DIAMETERS. DRAWN CDP o'�c�•:708Ns c=L 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 CHECKED CDP s`S�ONAI Ea N,T_S, ELEVATIONS. ELEVATIONS. DATE 11/113/13 RECORD DRAWING 9-8-15 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 V ��1N�Ey�•� I � FINISHE R /� STORMWATER I C N O RS P SST DETENTION BASIN/ 1 BOTTOM EL /JA` STAH LY 4931.5 I h I PHASE 1 j Nx I �. Iv�o t,. 10 STORMWATE PARK „56 8 S5 S7 c7 '�� • i fpCIRT�S 8 n DETENTION 1,691 - � Ez LLL _ w � s00 'o LLJ DETEN ION BASINOUT T TOM DEVILLE CREEK ROaQJAIN 0) �1P-RAP APRON N = _ PIPE /1 AT IN T(TYP) BLDG 8 NG 412 UNITS LDIN 6 / TS/48 BD S. 5 BDRMS. (� L v o 0 0 48 BDRMS. 0 —� — ----_ -- �_ ______ ____ _____________ O O O O O FP O O N � •�L O O O O CDO + �+ + + + + + + + + ST B In c0 r OJ m O N O` N N N STRM 2 e > W — — + — — — — _ I— P9B STiB TRM 36" STRIA S M 30" ff� 5' L P2B ST2B P3B ST3B P4 W O ST4 a ! /A W �J S M STRM N Fy P 6 P8B -- — -- ————— ——— PTRB ST7B �...1� (01)).d n N +. OT 3 E PHAS FOR FUTURE IN E ENSIONO3 WTH AREA DR FOR 0 -SITE DRAINAGE O p I� Z �of co W �N w 7 a N J N E o °� a -C) n o V I / c Go d a d a d I I > o 0 0 0 0 I m U U U U U 0 25 50 106 I z � I � z a g z 0N a 0 o O o a SCALE I FEET W W Z \ p d O Z w a o 3 w W w 4965 ~ o ro w ~ 4965 w v v N W > U Q In n r W OJ O > N \N M\ D Na F m Q Q Q = Q O N M a N 4960 _ wA 4960 Z W 4955 4955 J LL 0 � H E CL 4950 4950 a 0 94% Q �° GRPG HED N 4945 xis 1.16% CAD Z OAD CL ED GRC, 4945 5 a h Z 4940 494C ; 0 W u 0 i APPRo SEASON J Z � Z 238.82 L M 4935 .5s LF o" PVC ------ W 2 19 .73 LF 36 -- - ° - oa - a Q D N REGORD oa x0 0 4930 4930 V d IX m N O N O N o N pN T. m COROELL DESIGNED CDP ro W m o o o p'---Poo 4925 4 DRAWN CDP N O n h in a o o ro rn ,NO.-7akg5P-i<_.u. 4925 CHECKED CDP x x x x F5;'�OENSQaC= DATE 1 1/13/13 Sf6NAL tic` N N N N N N SHEET 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 IfAJyc ST HLY J 4' �' 1970 `. z TMvD" sTR a rPccs- ,� 5 9�focj9R 14A S4.- CO 8- p p 8 SPA E 2 SPA ROOF � V J DRAIN Off' () - W PIPE � a s ..o �s✓ y o ING1 G 2 =s 1D BU 6 UNITS/56 MS 9 UNITS/ DRMS. L SOUTH 11TH AVE �,E ACCESS Z0 LL co -------- 3H� 3H F0 --- W . nCo W c Z cnod 0 Oo�a ro 0m ax�ao s� U � _ < RI F -1 t c�oJ = �o o L- as Ti z00 Loma w m U U U U U 0 25 50 100 0 25 50 z o z a g SCALE IN FEET SCALE IN FEET o a m w o � N U N 0 W O> W N (n 4970 ~ a 4970 m 4970 \ 2 J W Q M r h N O K Q = N \N M\ O d W a = > C a a F J N M N 4965 J °3 4965 ~ 4965 Z n ro r W O M= T 1 Lu a= 4960-- 4960 o u ° 4965 LL 0 4955 4955 Z LU H Q U Lu C.) N 4955 4955 4955 J N c a Z O J Q HED Q J Z 2.2 Q ~ Q 4945 4945 9 0 > (� w cn Z 3 5 DRIVE ~ a 0 ED GRA 0 1 Z > Z 4940 GaP 4945 ISH 4940 Q r Q = - Q Lu 0 OH NH = Lu - Q Q N 4935 4935 - --- ---ox_S-- 4935 CC U) (L Y) m N�GN Wq TEE h*pN-T-AN ORD��ELL-D. -- DESIGNED C DP _ �,No.111fi5PE w DRAWN CDP 4935 - 4935 - o�c�PgDP 'N 4935 DATEKED C11/13/13 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 II 8� L 00 M„8 M„8 M„8 M„8 M, M„8 S lAH L i ss ss ss s ss SS Ss I I 1970 Hit ------- -----T _ W I I T - I I � T VzLn PROJECT BEICHMARK a.N ARROW BOLT{ON O a; o^N HYDRANT ELI 4935.33 "g e,�o f L c� L------------ ------------ --------- ---------�--- —J L------L----------- -----------L-----J Q STADIUM CENTER SUBDIVISION Z PROVIDE INLET PROTECT FOR E%IS NG STORM DRAIN INLET U> O o a x w DURING CONSTRUCTION. CONSTRUCT SEDIMENT TRAP Q I� BELOW GRADE OF INLET AND CLEAN PERIODICALLY. Ln 06 ASE 1 BOUND1� Y D c o` 0 77 Z W m N + + + + + + + oo M ST3A /M—� q +-7-30" ,. ST T72A 15" STRM ST7 - Lu L TRM STS.A T A RM F— sTpq SA 1 P15A ST MWATER W TENTION BASI ST J` '� P6A - P 3 P 6 W 0 ell BOTTOM ELEV P7 -A ----_ � 4928.0 T ;70STIA TORM / STRMTUB 2 P7 ST1a BUILD NG 5 ILDING 3 6AZ12 UNITS 1, DRMS. 33 NITS/105 BDRMS. W Na (9 � EsoSTZ Q �O I_ CO BT (�J 2 sTR m D / a' e" 0 25 50 100 0 R Z OOF DRA+1PIPE' z O r a 0 SCALE IN FEET N Z x w o o z LL a D UO 4960 4960 w a a a m N Q M n r O N M m N O N M a 0 W O N Z 4955 mx 3 O ' a w 4950 4c=,r J LL 0 4945 0 Z Q E d 4945 Q � w � N >4940 Z ~Ln 494C V h c� d0 O JZ D� EWER ER CL E 1 20 Q J AD 1. G GRP H 4935 c 4935 0 cn fn Z i 63.17 LF 15 H w 0 W 0 0 Z . 242.12 L $7 30 P C Z Q Z 0 Z Q4930 02 LF 4930 U D_ Q Q 0 o w w inH = w 21 LIF z''�' 0" RCP ©0 27% 0 = 0 0 z ASO AL HIGH GR UNDWATER 4925 a m 4925 M v O. DESIGNED CDP a� roa N ro x Q fx oa ax _�o mx —o'�.-q•Cs<ORR$E3Lt t q4r.� ..2. CDP 0 DRAWN 4920 CHECKED CDP4920 06' it645P + +o+o + + + DATE 11 /13/13+ a � i Fa end? 77, �u U ml� 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 C'4.7 EEA�,yc DI 85t 2I I �_ 3 STAHLY W N 03 OD N (') O z 6 e O z Z 3 3 �'p 19nn7TT0CCC``�t,. wC� 00 �I m I O =n N LU e o I ZI z C z zm� 3 j� z a ��oz--�---� ° :5 y m M.. iiiiiiiii� z z� « � z � i., coV J O j c 6 'n �� W S. Q In NdLL w in 1$.� y ti w N � � m a 3 ~a p mAm� O � CD L O - ---- W v 11 N Z ss g" RM ST7A S" ,8" M > 4" PIDA- o cr c L m m m m C LU LLJ � 7 cn m 4 u 0 n m co i x i � ------- mA r mod 6.. N I �a o. ---- } T----- m w cn o a m z m� \l` 03 m z � �Aa I I � E s o� Na w n o (fin of z Dzz n rm m �// m Z o vG) 3w D ?-"oj > ooaoo a3i � � �� I I � mUUUUU Q 0 25 50 100 may= 5 0 �zgI -� z � N o z l SCALE IN EET o a m _ o > K Z w N W � U U N CC 3 3 w w e m Q O o 0 0 o o z o �o J� w LL a O cp W M w raw M W N V7 J J 2 C N 4960 o� a + +- + +~ }~ +,-24960 F \ \ 1�2a� Q n O UlU N m Np 'no fnm ~~ ~~ HOX N M m U mZ N M a N 4955 4955 w J_ 4950 4950 LL 0 a F- 4945 Q w LU w - LU NC DRI 4940 RDE 4940 5.5LF 24 P C O 1.00% dV ? Q J Q Q Q ~ J Q h1.4,37 LU 4935 0 > j y � z 4935 � 3 s VC cl) Z 2 > Z � 007 hl I zN QZQz RECORD DRAWING 9-8-15 Wq 0 F- v = W j Q Q D N 00 x0F z 4925 4925 CC U) d (1) M CO o o e^c NTA/ co m 16 f// M CORDELLD.'. o o __ DESIGNED CDP POOL _ DRAWN CDP 91,NNO.11645PE'w 4920 O_ O a f ° ^ w o D 4920 CHECKED CDP $Ns°C� + + +_ 0 0 0 +� DATE 11/13/13 S�ONAI Ec� I N n � u� mM SHEET -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 C'4'8 F �. EST C - - - L_J I—J o ' STAHLY x m � 0 MANDE7 LE CREEK _ 1°7° _ _' A`�fOCIRTtS�� n m> PHASE 1 BOUNDARY �_ +oo H o �+ + 1 + + + + o�a om" 15" 15" Q z U n � mom "m ---------- Z z ,.'� X�y 2mA n - m m AA m N vJ V! U N on �o L x I z ooz 0 O --- — AAA �o o�� yo �^ D m n - O cai° A°QA ` n s x mo N w m n Q z I'1"I Wozs 1x nz moo �m v, N li ` z z C�C N�tiD �\ yoo 0`Y' nmo "�n y 0 IlJS Wy15 9I �_ G Nf rz mom m nov r> o •�Q 9� 0 <_"o z N m Z W Z m o �� oo�A N y L I I o �Dmo n Nx W O� o LV . o Z_ mod - ` N Z 0 I,nm® T� m o = } � c, o J E o LO o l o m N Q �0Na LN o._n lz 0c o z ooaoo m � m o 0 0 0 0 ---------- ------ ——— ——————— 0 0 25 50 100 SCALE IN FEET o a m o N U N Z W p W W V7 (n 4945 4945 w v Q M n r W OJ N \N M\ D7 O Z N M a N 4940 4940 s _ 10LF 15 RCP O %Cl FINIS Fn �w� owe 4935 GRADE + + J CL E (STINGIL BA IN L GRAD 0ro x v~i ro x 014:?Nr� O IF 15" RCP 9 F 1 " 4930 q .41% EXiS ORDEEL 4930 a Q o' IN ;�QOL_ - UNDERDRAIN EL V 4928.00 o- ef �a W _ No.11s45P. IV 1T -8- Z £ PVC A --- _ F`3,S�eENS,rq� C>- Q > i— UA- 4925 PERF PVC a 4925 Q U ? Q V Q m .O UN ERDRAIN Z I Q �� a 0 J a 4920 N� � za > ��"' m NiNm� :1 Q � � 'u'^) Z 3 Oa Z Z II rn� IL O W v C N Q H>> 1p M N X A Z > z G N WA ER D Q Z Q Z 4915 �x�l mz 4915 0 rD a W 2 a a > 4 (n H = W 4910 �ozzz �ozz�� °N �a� 4910 Cn d (n M CO N � 41 O DESIGNED RBR N N RAWN RBR 4905 u N 4905 CHECKED ED CDP DATE 11/13/13 aF _odll �a> �x>bg _>>� 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 sERjyG STAHLY 397O `. 9`��4CIRV%. � o�a �VVK 4y41.02 N 0 5 10 20 V cLc) ° TBC 4941.37� N Q) ARROW DE TES 4' SCALE IN FEET N � o o r o SW 4941,80 Q n Q PED RAM (TYP) c �_ °b .CD FF 4942.20 < Z w > S K 4941.95 � �a S K 4942.20 _07 ° w p fn AMP 1: 12 NEW ROW N W S WCUT ND NNECT Z y-a GND 4942.1 PROPERTY UN ° T EXISTI G CU (� oo SWK 4942.13 TBC 4942.2 NE MP Z o C FF, GND 4942.1 E INE TER (TYP) 16� REMOVE EXIS CU B X TBC, 49 6.11 w a o N N� 7 SWK 4942.4 ~" N - - TBC 942. 7SWK 42.02 CONNECT TO R20' (TYP) ARROW ENOTES ___ _ �' a 0a4W EXISTING SIDEWALK N �m P) TBC 4 ° -- -- PED RA TYP a R21' (TYP) TBC 4936.42 = a a a ® TBC 4942.44 m00000 TBC 49 2.5 T 24' r UUU � U 9 TBC 4, 942.57 by (6 zzQ � o 0 5 SWALE 6 0 R20' (TYP) EXIS ING ED F L 49 6.90 PA WENT STATE ST. ROW w w o N g c N W CL 4943.0 OW (E TI G EXI TI V EDG T T PROPERTY E) \ OF AVEVE TBC 942.7 AT-GRADE COLORE N' LLI ■ R35' (TYP)- CL OW (EXIS ING 1 N M �24' > z +lk �Lj TEXTURED CONCRETE 2%� �3% a DE LINE TER (TYP) PROPERTY LINE) MEDIAN ISLAND = TBC 4937.28 ARRO DENOTES i --- TBC 4943.47 N D.35% PED MP (TYP ) Q TBC 4943. W STOP T- TBC 4943.25 / �- 2 NEW AMP SWK 4937.8 TBC 4937.E L 49 7.55 H 0 TYP) STREET SIGN T Q � w _i • � Q SW 4944.0 R20' (TYP) N N = W U 5' (TYP) NE MP W • 4938.15 ND 4944.59 TBC 4943.94 16 � 4 Z J Q cl SWK 4938.0 � i Qy � � � Z GND 4944.5 R35' (TYP) N R35' (T a w Q ~ = V ~ � Z S K 4945.1 ZOQ pLu0 (1) STEP SW 4944,50 '�;" Z z Z STEP R3 (TYP) I EE 4938.20 2 Q Z _ Z a C 937.92 U) ? = w cl r� EW RO HH Q Q' N 3 TBC 4944.44 J PROP RT LINE ? r a cn w m EE 4945.15 4 SW 4944.95 DESIGNED CDP o / p NTgRi. DRAWN CCDP DP 2%A :CORDELLM. CHECKED SWK 4g4.5 1r POOL DATE 11/13/13 RECORD DRAWING 9-8-15 E.;� 11TH AVE AND 11TH AVE ACCESS 11TH AVE AND STATE ST 169 ... SHEET C4.10 1I ERjyEST STAHLY 397O `. 9`��4CIRT�S LND 9 3uj .90 N I SWIx 49 1.77 ____ 0 5 10 20 ~cn Q ao W FF 4944.11 SCALE IN FEET O u SW 49 1.95� Z a (4) STEPS SW 494 .00 w > LW/HANDRAILS °b 'Cn _ SW 4 42.0 C 2%� C9 W >+ r� 1947.79 Z N 04 r SWK 4949.1 EW ROW W o GND 4949.0 PROPERT LINE W 'yam \GND 4943.2 TB 4942.15 ND 4943.33 GND 4943.44 Z rno13 GND 4949.05 � GND 4949.1 SW 4949,35Li Z o �F .® _ NEW STOP/ BC 49 2.15 2 NEW �A P �i W a � W STREET SIGN a48.74 S/K4949,4 PR PERTYTBC 4949.24 TBC 4 49,32 ---- x r x LINE 7' BC 49 2.3E W OW Q � Na4W W ROW No P OPERTY LINE ti H r-m SWK 494Z57 (PROPERTY LINE R25' (TYP N i TBC 94 .48 HIGH POINT EXI TING EDGE L 4942.29 TB 4 42.48 DELINEATER (TYP) TBC 49 ° 4949.50 N OFAVEME o o a o b\ ARROW DENOTES CL BROW (E ING w 0 I -- -- FED RAMP (TYP) P PERTY E) w z N o o m a w TBC 49 8 TBC 2.5 494 w �RROW D NOTES N " AM P 1.9 4% 3 CAMPUS BLVD. CL 4950.E z N M y 1.47% �� CL 4942. CAMPUS BLVD. x L 4949.6 TBC 4�)50.3 H x L 4942.08 CL 49 2.2 1 ui ~ WARP CROWN OF p TBC 4941.9 Q p cn 99 9 R35' (TYP) INTERSECTION > TBC 4941.8 0 GRADE NEW STOP/ r m w w STR ET SIGN 4.0% C6 U Q = U U b RELO ATE EXI NG R35' (TYP) TBC 4950.3 CHEV ONS (3) U N a D END ROW CL 942.2 R20' (TYP) CONNECT TO z - z / N R (TYP) EXISTING PAV EN < > TBC 4942.34 T TBC 494234 NEW RO O p > z TBC 4942.53 NEW ROW z - - b TBC 4942. c� TBC 4951.48 NEW BARRICADE SIGNS (3)-� w d Q z p z TBC 4951.48 L) � � J Q EXISTING STREET V U) 2 W EASEMENT w p Q p N 3 zQ l aviWm DESIGNED CDP o hONTgR� DRAWN CDP o CAMPUS BLVD AND 12TH AVE CAMPUS BLVD AND 11TH AVE coaDELLM. CHECKED CDP : ACCESS SOUTH A,14..111645PE:w DATE: 11/13/13 SHEET RECORD DRAWING 9-8-15 oNAl- C4.11 N: 1358-00613 SUD 2 dwg Plan Sets C 5.0 SWPPP REVISED Plan 6.30.15.dwg, C5.0 SWPPP PLAN PORTRAIT, Plotted: Sep 17, 2015 - 3:25pm,jstoner �\ J STORMWATER DISCHARGE STO WATER TRAIL(TYP) POINT D CHARGE (CITY OF POINT BOZEMAN MS4) 93 LF SILT FENCE TEMPORARY SEDIMENTATION POND ALLOWABLE NON STORM BOTTOM ELEVATION V BELOW WATER DISCHARGES MAY BE EXISTING INLET ELEVATION SILT FENCE INLET MADE INTO DETEI ION PROTECTION PONDS END SILT FENCE f- �-ll_� NORTH DETENTION: - - - - - 1 _ - - - - - - - - POND 1 VEGETATED STORMWATER i SAND AG BUFFER ARE Ij �� D °' DISCHARGE OUTL TSTO INOTTOBE / D c (CITY OF POINT 12"HE HT TO / ��O O m0- A PROVI E / D BOZEMAN 0 D SURFA E I a m MS4) DISCH GE ` m > Mill 1 I D d CON TE INT A I ASPHALT SI E �` g WASHOU ❑ DR AL ENTRANCE AOPROX D�AINAGE ° o AREA TO > w O O STORMWATER APPROX N¢RTHPOND m O F D Hill mill niiiiiiiii pm t DRAINA \ I DISCHARGE O POINT AREA T F D SOUTH m VEGETATED m p BUFFER AREA NOT TO BE / / PAINT AND DISTURBED / DRYWALL CONTAINMENT - - - - - ------------ -- - - - ' G VEL SITE WETLA 1 / /// NTRANCE VEGETATED BUILDING CONSTRUCTION MATERIAL BUFFER AREA BULK LAYDOWN AND STORAGE AREA BUFFER AREAJ BULK FUEL NOT TO BE -STORAGE DISTURBED / //j/ �i AREA NOT DISTURB THIS AREA- SITE BOUNDARY- / AINTAIN AS VEGATATIVE AREA OF x6� CE BUFFER UNTIL FINAL GRADING DISTURBANCE OF PARK 35 ACRES EROSION CONTROL BMP INSTALLATION NOTES: SILT FENCE INSTALLATION J / / / 1. REFER TO THE ATTACHED MDT DETAIL DRAWING NO. 208-30. 1. REFER TO THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY, "STORM WATER MANAGEMENT DURING CONSTRUCTION FIELD GUIDE FOR BEST MANAGEMENT 2. SILT FENCE TYPE SHALL BE UNSTABILIZED - SILT FENCE LU .SOIL PRACTICES" FOR GUIDANCE ON THE INSTALLATION, TECHNIQUE AND APPLICATION OF SUPPORTED WITH EITHER WOOD OR METAL FENCE POSTS. STOCKPILE COMMONLY UTILIZED BEST MANAGEMENT PRACTICES. 3. SILT FENCE FABRIC TO BE AMOCO 2127, MIRAFI 10OX OR 2. PLACEMENT OF BMP'S SHALL BE CONDUCTED PRIOR TO ANY CONSTRUCTION APPROVED EQUIVALENT. ` RELATED DISTURBANCES. THE SWPPP ADMINISTRATOR SHALL ASSESS THE PHASING OF THE PROJECT AND INSTALL BMP'S THAT CORRESPOND TO THE LEVEL OF PROTECTION REQUIRED FOR BE MADE BPARTICULAR I ASWPPP DISTURBANCE. MODIFICATIONS ENGIN ER IN THE FIELD OR DTHE PLACEMENT OF FIBER ROLL INSTALLATION BMP'S CAN Y THE ADMINISTRATOR, OWNER AS DEEMED NECESSARY. 1. REFER TO THE ATTACHED MDT DETAIL DRAWING NO. 208-38. 3.` I FENCE PROPOSED BE PLACEDTTOF SILT FENCE IS INTERCEPT SEDIMENT-LED IN THE ADEN SHEET ITE PLAN. SILT FLOW RUNOFF. VEGETATED BUFFER 4. FIBER ROLLS SHALL BE PLACED TO INTERCEPT SMALL DRAINAGE AREAS AND 1. REFER TO THE ATTACHED MDT DETAIL DRAWING NO. 208-26. \-BEGIN SILT FENCE WORK IN CONJUNCTION WITH OTHER EROSION CONTROL BMP'S. 5. REMOVE SEDIMENT AND DEBRIS FROM DETENTION PONDS AS SITE STABILIZATION IS TEMPORARY SEEDING ACHIEVED. LEGEND 1. REFER TO THE ATTACHED MDT DETAIL DRAWING NO. 208-28, 6. UPON COMPLETION OF ALL CONSTRUCTION RELATED DISTURBANCES INCLUDING AND/OR PROJECT LANDSCAPING PLANS. COMPLETION OF FINAL LANDSCAPING, SILT FENCE CAN BE REMOVED AND REPLACED Q STRAW BALE INLET WITH FIBER ROLLS IF CONTINUED EROSION PROTECTION IS REQUIRED. PROTECTION 7. CONDUCT CONSTRUCTION ACTIVITIES WITHIN WETLANDS ONLY IN ACCORDANCE WITH CONSTRUCTION ENTRANCE WETLAND PERMITS. MINIMIZE DISTURBANCE AND IMPACT TO WETLANDS. 1. REFER TO THE ATTACHED MDT DETAIL DRAWING NO. 208-56. a ROCK SOCK,CONCRETE 8. MATERIAL STOCK PILES ABOVE ADJACENT GRADE SHALL HAVE PERIMETER BLOCK W/2X4 INLET PROTECTION. STORM DRAIN INLET PROTECTION PROTECTION 9. THE CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION TRASH AND RECYCLING RECEPTACLES ON-SITE AND SHALL PERFORM DAILY CLEANUP OF SITE TO 1. REFER TO THE ATTACHED MDT DETAIL DRAWING NO. 208-46A PREVENT CONSTRUCTION TRASH DEBRIS ACCUMULATION. TRASH RECEPTACLES SHALL BE FOR DROP INLETS, AND "MDEQ STORM WATER MANAGEMENT DURING VEHICLE TRACKING PAD EMPTIED ON A PERIODIC BASIS NECESSARY TO ACCOMMODATE A DEBRIS FREE CONSTRUCITON FIELD GUIDE FOR BEST MANAGEMENT PRACTICES" CONSTRUCTION SITE. PAGE 28 FOR CURB SIDE INLETS. SILT FENCE 10. STORE CONSTRUCTION CHEMICALS, PAINT, FUEL, ETC IN A COVERED ENCLOSURE. CONSTRUCTION DEWATERING 11. SEGREGATE POTENTIALLY HAZARDOUS WASTE FROM NON-HAZARDOUS WASTE, AND N DISPOSE OF HAZARDOUS WASTE CONTAINERS IN ACCORDANCE WITH LABEL 1. DISCHARGES OF GROUNDWATER DUE TO DEWATERING PRACTICES FLOW DIRECTION ARROW INSTRUCTION. WHICH WILL DISCHARGE TO STATE SURFACE WATERS ARE NOT AUTHORIZED UNDER THE GENERAL SWPPP PERMIT. 12. PROVIDE AN CONCRETE RESIDUE I AGGREGATE CONCRETE WASH-OUT AREA. DISPOSE OF IN CONFORMANCE WITH LOCAL REGULATIONS. FINAL STABILIZATION 13. SITE SANITARY FACILITIES SHALL BE LOCATED GREATER THAN 15 FEET FROM 1. REFER TO LANDSCAPING PLANS FOR FINAL STABILIZATION ?tTA/y STORM DRAIN INLETS. MEASURES. CORDELLD�.•. 14. ADJACENT CITY STREETS SHALL BE CLEANED BY THE CONTRACTOR WEEKLY AND POOL WHEN SEDIMENT HAS ACCUMULATED IN THE CURB AND GUTTER IN ORDER TO REMOVE p••No.11645PEw r�' �'�-") 200 400 SEDIMENT TRACKED ONTO STREETS BY THE CONSTRUCTION ACTIVITIES. 15.O��ss/ONA��L IN FEET CONTRACTORN VEGETATION E ENTIRE E PRIOR CONSTRUCTION TO PRE--EXISTING ENSURE SITE STABILIZATION IS ACHIEVED BOTH TEMPORARILY FOR RECORD DRAWING 9-8-15 DISTURBED AREAS, AS WELL AS PERMANENTLY. n i A ISSUE m SWPPP EXHIBIT No. DATE DESCRIPTION BY STAHLY ENGINEERING & ASSOCIATES � z = o mo 1 11/13/13 PRELIMINARY SITE PLAN CDP c�A c� 2 12/18/13 PRELIMINARY PLAT CDP Professional Engineers n o W o PHASE 1 AND STADIUM VIEW AT $ Surveyors A SOUTH UNIVERSITY DISTRICT 3 7/6/15 REVISIONS Jos a o O a 8/9/15 RECORD DWG JDS 7585 Shedhorn Drive 3530 Centennial Dr. rn RTR HOLDINGS II, LLC Bozeman, MT 59718 Helena, MT 59601 ^ W Phone:(4D6)522-9526 Phone:(406)442-8594 •�G r �� BOZEMAN, MONTANA Fax:(406)522-9528 Fax:(406)442-8557 E-MAIL seaengnr@MT.net E-MAIL seaengnr@MT.net CONNECT NEW t�l�j�l>I LLSTRIJJf�C L4 STRIPINGWARKING NOTES: EXISTING ING o I VD $S* 20' 6' 6' 6' J ` STAH LY -I 3 � g 1. LANE LINES TO BE EPDXY PAINTED IN REMOVE AND CROSS- COMPLIANCE WITH MON TANA DEPT. OF RESET EXISTING I (2) STREET NAME PLACARD O STOP BAR (SOLID) WALK TRANSPORTATION (MDT) SPECIFICATIONS SECTION Wi-4L SIGN--- $I Nome 9"H GREEN PLACARD WITH BEGIN BIKE 4" WHITE y 1 620. 6"H WHITE LETTERS 1970 `. LANE PAINT oT ♦ LANE LINES (TYP) OR YIELD BAR (TRINAGLES) 9��'OCIHT�S�� 1 WHERE NO STOP SIGN T 2. STOP BARS, YIELD BARS, SYMBOLS, AND CROSSWALKS TO BE CROSSWALKS TO BE PLASTIC CONSTRUCTED IN 1 I 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 2' CONCRETE AS SHOWN v! LANE PAVEMENT MARKINGS /___""� T 3. ALL CURB BULBS AND ALL OTHER NO PARKING Lu CENTERED IN LANE ZONES ON BOTH SIDES OF PUBLIC STREETS 11TH (2) STREET NAME v ( ) ( 1 A St Name PLACARD ONLY 0 CURB & GUTTER N AVE AND CAMPUS BLVD) TO BE PAINTED YELLOW. o CD 4. SITE PARKING STRIPING MAY BE WATER-BASED HR v CURB & GUTTER 2 R7-108 12"x18" STOP SIGN WHERE PAINT. I PARKIN SHOWN REMOVE EXISTIN O 7:00 AM WHITE/GREEN O o c N 5. FIRE LANES DEPICTED BY RED LINES ON THE STRIPING (ZIG Z ) TO6:00 PII RIGHT, LEFT AND TYPICAL BIKE LANE MARKING DETAIL TYPICAL STOP/YEILD BAR AND CROSSWALK MARKING DETAIL PLAN SHALL HAVE CURBS PAINTED RED WITH WHITE a--► DOUBLE ARROW C C) _ e N.rs. LETTRING "FIRE LANE - NO PARKING" EVERY 25 (n o `-g N.T.S. � O C t�W FEET. t RESERVE Q T �'d PARKING R7-8 12"X18" Lo I REMOVE AND 8 ' O ® RESERVED PARKING SIGN od 0 25 50 100 RESET EXISTIN WITH MAX FINE PER LOCAL CHEVRONS ORIDINANCES Z W 0 ® MA%FINE SCALE IN FEET c 3 INSTALL WHITE W 11-2 30"x30" I1J O ®_ FLEXIBLE DELINEATORS 4 O FLOURESCENT YELLOW Lu AT ALL CURB BU S WITH DOWNWARD ARROW Z N m ---------------------- 8 ad Ll > v I 4 4A AHEAD REPLACE ARROW WITH Z 0)rn N - -- O "AHEAD SUPPLEMENTAL w a E N rn= 1 PLAQUE N = O O O DEAD END BARRICADE SIGN °� N 5 0 0 o J _ O O 18"x18" PER COB DETAIL T U) O 09810-2 2 L E °o Q co Lo _ 8 8 I PAR NO R7-3A 12"x1B" N i� 6 CORNER a a a a a HERE TO WHITE/RED / L 8 E, RIGHT ARROW > o 0 0 0 0 F} & O O ®~ m U U U U U I NO 1 11 2 11 PARKING WHITE iz"x18" Z w Q z o 12 O HERE TO WHITE/RED g lil CORNER LEFT ARROW N d o a m - o 0 11 12 ® PARKING R7-1 12"x18" � o a o it 12 ANY WHITE/RED - r i 9 TIME DOUBLE ARROW E I N H \\\\\ PARKING WHIT 1z"D o a O NO i ANY WHITE/RED N n rn i TIME RIGHT ARROW i i o v ❑ ❑ i 8 O PAR ONG R7-1 12"x18" I 10 pNY WHITE/RED 1 TIME_ LEFT ARROW a0 1 1 o00 0 00o II ® 3 i ez O O O O 7 CCARCT 12%18" a 11 PARKING WHITE/GREEN 101 i 12 11 12 11 OIL; RIGHT ARROW Z o i COCARCT 12"x18" Q Q Q 1 Z P OKING LEFTEARROW J V 11 12 11 12 �— W > 0 a. ET EXI W1-4L SIG c Ln 8 8 SIGNING NOTES: GQ J Q Z OO 8 = 1. SIGNS TO BE INSTALLED IN COMPLIANCE WITH a Q i = _ CITY OF BOZEMAN MODIFICATIONS TO MPWSS, �/ = SECTION 09810. U) Z - I 2. SIGN POSTS TO BE PLACED 3.5 FEET BEHIND Q ❑ w a CURB OR 12 INCHES BEHIND CURBWALK. Z Z > Z I DRIVEAB3. BE DDELINEAORS TO TORS //BD00311TE SHUR-FLEX a ? _ Q 9 Z w = O 0 v Q N to acn � m 3 911 I RECORD DRAWING 9-8-15 8 ' 4^ DESIG"ED CDP !_�•'• DRAWN OOR0 LLD.*. CHECKED CDP POOL DATE 11/13/13 RESET © OO v'•No.11645PE�Iw z CHEVRONS sS x�$V. - SHEET g ONAIE C 6.0