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HomeMy WebLinkAboutSouthbridge Subdivison Phase II & III IIII IIII(IIII 111'(IIII IIII- \1111 \\� --_ -�_ _ __ --_-_I_ _________ __ ___�_--_-_ - __ - -- -_ -_ _ _ _ _�_ T 1 I I II 1 I I \\\\ ___-__ __-1________-__ III I II1\ 11 11I x r x r x I _____ __ I EXT'.G FIRE s x UTH RID ErDRIVE x x \1 11 ill r 'n 11`1 P/L \ >* \\ r HYDRANT(TYR) r ' x x �, �, r u --- --- ---------- ---- _ _ _ - _ ---- SCALE � 0 c0i --- --- L� ---------------- __ r --=--T - T___ T - \\ EX rG STREET -- T -- _--- =_ _--- I N I W 0 25 50 100 Q LIGHT \1` \ EXT'G CURB -------- zp \\ 1 11 \\ I I SAWCUT EXT'G EDGE OF PAVEMENT, W \\ 1\\ AND GUTTER EXT'G ADA 1 1 IMMEDIATELY PRIOR TO PAVING, A ` v Iv1 A APAS AREA \ VTp tI Av vv v 1, AMPS (TYP) 11 1 ' 1"=50 VA" BLOCK I �1 `� SAWCUT EXT'G EDGE OF PAVEMENT, MINIMUM OF 1' FROM END OF PAVEMENT,57,I3I SF a \ �\` \\ IMMEDIATELY PRIOR TO PAVING, A EXT'G CURB II I OR AS REQUIRED TO ENSURE SMOOTH v �\ A` v I I TRANSITION. REMOVE AND DISPOSE OF I \\ \\ MINIMUM OF 1' FROM END OF PAVEMENT, AND GUTTER I OR AS REQUIRED TO ENSURE SMOOTH \I 11 ASPHALT OFF-SITE. (TYP) x F TRANSITION. REMOVE AND DISPOSE OF EXT'G CURB INLETS & 1 I �" z o ` EXT'G PROPERTY LINE. STORM SEWER. CLEAN AND 1 ] o > REMOVE AND INSTALL 6' W1DE. \ ASPHALT OFF-SITE. (TYP) III O J \ p " \\ s \ PHASE II BOUNDARY FLUSH AFTER CONSTRUCTION _ 11 EXT'G STORM WATERLn RELOCATE "END OF \ \ 6" THICK SIDEWALK \1\1 `\\ -.--.--1 - - - - _ _ _ __ _ _ IS COMPLETED I DETENTION BASIN o PAVEMENT- NO 1\ 1 �.__.--._-, I I N w PUBLIC ACCESS PAST EXT'G IRRIGATION `\ I PROPOSED LOT r I �1 I I ��®��5 EXT'G CURB, Z J \�\ THIS POINT" SIGN WELL LOCATION I I LINE(TYP) INSTALL 4" SAN NI £ REMOVE & RELOCATE DEAD GUTTER & o \\ 1 1 ` REMOVE & RELOCATE I I D I I I END BARRICADE SIGNAGE I SIDEWALK 0 \ \ 1 BLOCK 3 i SWR SERVICE PER I w w SAWCUT EXT'G EDGE OF PAVEMENT, 1II DEAD END BARRICADE I TYP -3 I C.O.B. STDS 1 IMMEDIATELY PRIOR TO PAVING, A �// / / 1 1`g SIGNAGE TYP -3 INSTALL 4" SAN SWR I I I I m m MINIMUM OF 1' FROM END OF PAVEMENT, 1 1 11 P INSTALL STREET I SERVICE PER C.O.B. STDS REMOVE EXT'G WATER I EXT'G SAN SWR A I I OR AS REQUIRED TO ENSURE SMOOTH 1 n 1 s 1 1 A I I I 1 EXT'G 8" SAN I LOT I BLK�6 f R.O.W. �\ 1 1 P. SIGN & IN OF I I SERVICE TO MAIN, PER SERVICE E BE C,I \ SWR MAIN (TYP) z N TRANSITION: REMOVE AND DISPOSE OFF w 1 1 I, CURB PAINTING C.O.B. STDS. ABANDONED IN I 439®®7 SFf ASPHALT OFF-SITE. (TYP) 11 I o �I II 1 1I q JI i PLACE. �i I N EXT'G 8" WATER II I n \ IU 1i f,7 1 INSTALL 6' WIDE. I I --- -- ,-I I rl�r I MAIN (TYP) G \ PCC VALLEY 1 - - _. _ ---- ��------- ---- - - n rn F n11TGUTTER --- -- --�-- _>-�. - -_INSTALL 8' WIDE CLASS II GRAVEL I -- - -�--- ---- __ `� -'�__- INSTALL CURB AND -I ------- -+-------TRAIL. CLEAR AND GRUB ORGANIC II I N GUTTER (TYP)MATERIAL WITHIN TRAIL ALIGNMENT I I _ wwINSTALL ADA I I --�_ _ w w - 1wAND DISPOSE OFF-SITE. APPLY II q RAMPS WITH _2I S $ � g - -S - �- -- INSTALL_. INSTALL ADA RAMP WITHSTERILANT TO SUBGRADE, GRAVEL I TACTILE SURFACE � I S STREET SIGN BASE AND TRAIL. T E SURFAC ( )- - _ __ __l u I u I BLOCK Il - - - - -- - - - - - - - -J ----- --- - -- -- --- - OF FH TYP ONT I,ANE PAEK r ACTIL E TYP At- 11 II It If IIII h 1 I. L LIJ LI J 20 OF CURB SHADY Ili I iI 11 r INSTALL STREET J 11 PAINTING IN FRONT I IIII V INSTALL ADA RAMPS I I INSTALL ADA RAMPS ( ) I \ I I u u 1 1 LIGHT& WIRING I I I 1 DRAWN BY:CGB I II II INSTALL BASE I 16 WITH TACTILE SURFACE WITH TACTILE SURFACE III f 29�yI39�S1F 'It i i1 Ii MATERIAL AND I INSTALL CURB AND I 11� I I I I I III INSTALL 6' WIDE, PCC I I REVIEWED BY:CGB I II n II PAVEMENT IN ALLEY GUTTER (TYP) ly I I EXT'G SAN SWR INSTALL STREET II VALLEY GUTTER \ III i11 III I �I III I SERVICE TO BE LIGHT& WIRING I PROJECT ENGINEER:CGB I ___________ I ABANDONED IN PLACE. I \ l i l II II I I I I f I I I 6.0' I DESIGNED BY: CGB I I I INSTALL CURB AND I I I 111 n u II INSTALL RELOCATED IIII 1 PHASE I GUTTER ) Iii �•0 I1 1 1 I "END OF PAVEMENT 0' I Y (TYP - NO PUBLIC -III INSTALL 3/4" WTR INSTALL 4" SAN SWR \ EXT'G I I SERVICE PER C.O.B. STDS F `^ WELL IRRIGATION -��i } ACCESS PAST THIS -I SERVICE--PER C.O.B. STDS WELL LOCATION POINT" SIGN l PHASE III I I I 20' OF CURB I " x II III I INSANEL 4"SWR FRONTPAINTING INOF FH II P/L B][,®�°K 6 INSTALL CURB ANDI I -KURK DRIVE _ it III -I- SERVICE PER J. GUTTER (TYP) (TYP) I� --------------- IIII 1 INSTALL STREET C.O.B. STDS Y b -------------- � � 16 INSTALL ADA y I I I REMOVE EXT'G WATER 1 ' ----- ----- - L I ILA RAMPS WITH J SIGN & 20' OF I RVICE TO MAIN, PER INSTALL ADA 1 C TACTILE SURFACE III CURB PAINTING I I I INSTALL 6' WIDE, F� II C.O.B. STDS. II E IIi iiEND OF IMPROVED l iiI I I RAMPS WITH + 6" THICK SIDEWALK \ 1 III a ALLEY SECTION, GRADE I I I I LE SURFACE \ II 1 d1 L INSTALL STREET 1 1 _ m F F FIT u 11 SMOOTH TRANSITION RAO-t LIGHT& WIRING II 1 ---- --- ---- - -- -- - - .I I I I TACTILE C III II II -- -------�-- ---- + H-� I I I ---- -- - -------- - - LJ INSTALL 6' WIDE, II Ii 11 li 11 �I PCC VALLEY III w II II GUTTER - w - - w- _mow _ w \ rI ii I° IIi INSTALL ADA RAMPS Iii 1� S S S S 5 g IS �_s - INSTALL ADA RAMP WITH 0 III ii ii IIi LOC1T�jj �I WITH TACTILE SURFACE II ----- -- - --- - TACTILE ( ) SURFACE TYP Err - - t +--+-------II II III ______________� III - I I I II II III I I REMOVE EXT"G WATER I I '� I I \ LI LI LIJ J _ _ _ L _ _ _ � Q IIII n u III SERVICE TO MAIN, III 1� \ II III to NOTE: ,III II ° III II PER C.O.B. STDS. � � Ii1iI INSTALL ADA RAMPS I I I �� • II _ I WITH TACTILE SURFACE I I Id 1\ INSTALL 6' WIDE, PCC I h W L__------____-� INSTALL 6 ADJUST ALL MANHOLE RIMS AND f�J III II 1 U N I I I I I STREET SIGN ++\� VALLEY GUTTER WATER VALVE COVERS TO NEW I b / Iii I ii I I I INSTALL CURB AND li 1� iiI I I rl\ \ FINISH GRADE PRIOR TO PAVING, GUTTER (T1P) 44 EXT'G SAN SWR I I `\ PER CITY OF BOZEMAN STDS. III I) 1 I I SERVICE TO BE \ IIi j n l p I II O I I INSTALL STREET i I I I ABANDONED IN PLACE. LIGHT& WIRING dll u n In ii a°I I- INSTALL II 4 l i i i -] I I- RELOCATE DEAD 11 INSTALL 3/4" WTR \` I I 1 1 F \` ✓ Ii u p I n I END BARRICADE _ _____-_-__L L J SERVICE PER C.O.B. STDS REMOVE ORGANIC MATERIAL AND FINISH I I ' 11 I I I I SIGNAGE TYP -$ III II II p I I u I w r---------- >---------- T---______ _r_________1_ 1__ o`�"� / GRADE EXT'G DETENTION BASIN. 4:1 MAX I I II J,I a l F-----------------�I II 0 I I 1--------- r---------------- \ \ ,P O \ \\ I n I n I III I \ \ o \ �� SIDE SLOPES AND RESHAPE BOTTOM TO '{I"' I I 11 If 1 n I I I I III 11 II III I I U \\ Q 0 4 1 � a !! I n I I III !I n III I a \� \\ ENSURE A MIN. OF 1%SLOPE TO OUTLET. GENERAL NOTES: I INSTALL RELOCATED u \o-a �`� \� Z>,a IMPORT ON-SITE MATERIAL AS REQUIRED. REMOVAL OF EXT'G SERVICES: DEAD END BARRICADE `N\ \\ 6 \ CONSOLIDATE EARTH AFTER BASIN FINISH SIGNAGE TYP -3 GRADING IS COMPLETED PER REQUIREMENTS. 1. WORK SHALL BE COMPLETED BETWEEN 7-6 M-F, UNLESS APPROVED 10. SUB BASE AND CRUSHED BASE ROCK SHALL BE COMPACT TO 95% OF REMOVE EXT'G WATER SERVICES, THAT ARE SHOWN TO BE BY ENGINEER. THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE 1. r p \ POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST REMOVED. REMOVE CORPORATION STOP AND INSTALL PLUG FOR WATER SERVICE. REMOVAL OF PIPE NOT REQUIRED. REPLACE 2. CONTRACTOR SHALL PROVIDE ENGINEER 48 HOUR NOTICE OF ALL METHOD (STANDARD PROCTOR). REQUIRED STAKING AND TESTING. AND COMPACT BASE MATERIAL AND INSTALL FABRIC, PER C.O.B. 11. A.C. PAVEMENT SHALL BE COMPACTED TO A MINIMUM OF 92% OF THE STDS. 3. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL REQUIRED EROSION THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. STREET CLEANING ==', CONTROL FACILITIES THROUGHOUT THE PROJECT AND COMPLY WITH _� _- fQ�Q DEQ REQUIREMENTS, SHOWN OR NOT ON APPROVED PLAN. 12. PIPE BEDDING AND BACKFILL. ALL PIPES SHALL BE BEDDED WITH "W/' 2. UPON COMPLETION OF PROJECT SWEEP AND CLEAN STREETS, IN /°��'ys ♦` �o�\° MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILLED WITH PHASE II & III PRIOR TO FINAL CITY WALK THRU. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE ACTIVITIES TO INSURE THAT ALL PUBLIC AND PRIVATE STREETS ARE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. PIPE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE BEDDING AND TRENCH BACKFILL SHALL BE PLACED IN THIN LAYERS ' �9,`a `\ \_a `4 MAINTAINED BY ADEQUATE WATERING OF THE SITE TO SUBSTANTIALLY NOT EXCEEDING 6" IN LOOSE THICKNESS, CONDITIONED TO THE ., LIMIT DUST FROM THE CONSTRUCTION SITE. UNDER NO PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 97% CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION RELATIVE COMPACTION. I� DEBRIS, MUD OR GRAVELS TO ACCUMULATE ON STREETS. 60' ROW Q` 13. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES 5. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL CONFORM TO CITY OF BOZEMAN STANDARD SPECIFICATIONS, SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR 33' BACK TO BACK CURB rh (~ FINISH CONTOUR LINES SHOWN. p h MOST CURRENT ADOPTED EDITION. 14. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, T 9' 9' T 7.5' 5' 6. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL GAS VALVES, WATER VALVES AND SIMILAR STRUCTURES SHALL BE �• 5 7.5 SURFACE VEGETATION, TREES, STUMPS, BRUSH, ROOTS, ETC. STRIP ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR WALK BLVD PARKING DRIVING DRIVING PARKING BLVD WALK •a k'� WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE LANDSCAPED AREA WHEREIN THEY LIE. (6' ALONG (6.5' 0.5' 0.5' W N COMPACTED INTO A STABLE MASS. ALL BRUSH AND DEBRIS 12' UTILITY PARKS) ALONG 12' UTILITY 2 ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE 15. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL BENCH PARKS) BENCH ® ,� ® \p REMOVED AND DISPOSED OF OFF-SITE. SLOPES SHALL BE CONSTRUCTED STEEPER THAN 4H:1V. �2?,y �,P '' z 0 � s q 7. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED ��' 2.0% 2.0% 2.0% 3.00% 3.00% 2.0% 2.0% 2.0% 2.��'� o �] C� TO 95% OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 16. ALL BOULEVARD PLANTER AREAS SHALL BE BACKFILLED WITH ______________ _ �- -� _____________ 9 b H PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM APPROVED TOP SOIL MINIMUM 6" THICK STRIPPING MATERIALS SHALL 4.1 Xr,PX 4.7 Mqk_ NOT BE USED FOR PLANTER BACKFILL. D-698 TEST METHOD (STANDARD PROCTOR). 111 00 8. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE CURBS & SIDEWALKS NOTE: BENCH AREA OVER-EXCAVATED AND REPLACED WITH STRUCTURAL FILL. SUBGRADE 3" ASPHALTIC CONCRETE CURB & GUTTER (TYP.) MUST BE INSPECTED AND APPROVED BY THE OWNER'S 17. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 1. BACKFILL CURB AND BENCH AREA, TO 12' BEHIND P/L, WITH COMPACTED SUBGRADE (TYP.) - SHEET REPRESENTATIVE PRIOR TO PLACING EMBANKMENTS, ENGINEERED FILLS 6-INCHES NOMINAL CURB EXPOSURE USED FOR DESIGN OF ALL NATIVE ON-SITE MATERIAL. COMPACT TO 92%. CLEAR AND 6" OF 1-1/2" MINUS CRUSHED OR FINE GRADING FOR BASE ROCK. ROADWAYS. GRUB ORGANIC MATERIAL PRIOR TO PLACEMENT OF FILL GRAVEL BASE COURSE 9 9 MATERIAL. (TYP) EXISTING WOVEN GEOTEXTILE FABRIC 1 OF 1 9. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS IN 15" OF 6" MINUS UNCRUSHED UNDER BASE. INSTALL NEW FABRIC OVER 18-INCHES IN DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC ACCORDANCE WITH CURRENT CITY OF BOZEMAN REQUIREMENTS. 2.REMOVE ORGANIC MATERIAL AND TIGHT BLADE AND COMPACT SUBBASE COURSE (ASSUMED TRENCH AFTER INSTALLATION OF UTILITY 7 SOUTHBRIDGE RIGHT-OF-WAY. ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS EXT'G PIT RUN BASE COURSE, PER CITY OF BOZEMAN STDS, 50-85% OF MATERIAL IN PLACE) CONDUIT WITH A MIN. OF 2' OVERLAP NO GREATER THAN 8-INCHES OVER APPROVED SUBGRADE. EACH 19. SIDEWALKS ADJACENT TO PARK AREAS SHALL BE A MINIMUM OF AND APPLY STERILANT TO ENTIRE ROAD BASE AREA PRIOR PHASE III&III LIFT SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY 6-INCHES THICK AND 6-FEET WIDE. ALL SIDEWALKS SHALL BE TO PLACEMENT OF ADDITIONAL BASE MATERIAL. TYPICAL"LOCAL"STREET SECTION o PROJECT:12-106 AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONSTRUCTED USING 4,000 PSI CONCRETE, REINFORCED WITH 1.5 LBS CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). FIBREMESH PER CY, OVER COMPACTED SUBGRADE AND 3" DATE:5/13/13 CONSOLIDATED WASHED ROCK.