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HomeMy WebLinkAboutCarson Place Apartments C m C N W 0 C �N- N�a D 0mn mmm o Q a o a ENE ( N in'o Profecl M Z and 51 y- L oek st. CONSTRUCTION NOTES s m 1. THE SPECIFICATIONS FOR THIS PROJECT ARE THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS FOURTH EDITION, JANUARY 1996 WITH ADDENDUM NUMBER 1 DATED JUNE 1996, AND THE CITY OF BOZEMAN nr�6AUJMUIT MODIFICATIONS TO THE MPWSS FOURTH EDITION, DATED MAY 1997, WITH WITH ADDENDUM NUMBER 1 DATED FEB. 19, 1998. 2. LOCATION AND OR ELEVATION OF EXISTING UTILITIES SHOWN IN THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Jnipe.51.�°ef°r s+ OR CITY RECORDS. THE INFORMATION IS NOT TO BE RELIED UPON AS Tab I e of Contents ® BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL FOR UTILITY ° m ❑� LOCATION AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION AND REQUEST Sheet si ®mmm aE EXACT FIELD LOCATIONS OF ALL UTILITIES. IT IS THE RESPONSIBILITY OFe MTHE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH Cover CONFLICT WITH PROPOSED IMPROVEMENTS SHOWN ON THE PLANS OR_ o ° 9 CONTAINED IN THE SPECIFICATIONS. c6 Fire Hydrant ra n t Profiles f I e S 3. SEWER SERVICES, WATER MAIN, CURB, GUTTER, AND PAVING y 4 CONSTRUCTION TO BE IN ACCORDANCE WITH MONTANA PUBLIC Q _TT Vicinity Map ®�0 ❑ a ®��m WORKS STANDARD SPECIFICATIONS FOURTH EDITION, JANUARY 1996 U _ �� p st AND CITY OF BOZEMAN MODIFICATIONS • YIE]E �� I eeJl s+ m 4. TRAFFIC CONTROL FOR WORK CONDUCTED IN THE ROAD WILL BE a y Notes w 6e z 1= C©��� ■f 0� REQUIRED, PANDLIC CONDUCTED IN ACCORDANCE E WITH FOURTHEDITION, c Sheet 2 ®[3®© HEN 88® o ©Q©❑" �B�B� �® JANUARY 1996 AND CITY M TINGSBOZEMAN MODIFICATIONS > 5. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE � 0 Survey Z a c Al°,;S CONTRACTOR, AND CITY OF BOZEMAN PRIOR TO CONSTRUCTION. U U Sheet 3 This Pro ect 6. ALL MATERIALS AND METHODS TO BE PROVIDED BY THE CONTRACTOR p ®®®®®o ❑0�0� st e 7. CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF NEW Road Plan and Profile p mmm mmml ❑� °eeE # IMPROVEMENTS TO THE CITY OF BOZEMAN AND ENGINEER OF RECORD c r < + s+ 8. ALL WATER MAIN FITTINGS TO HAVE A MINIMUM PRESSURE RATING OF r y Ti 175 PSI. Water Main Plan and Profile L mmm®m®B �9 o �f 9.10. WATER MAIN TO HAVE A MINIMUM COVER OF 6.5 FEET. 00 mmm mm0 '1mB Bogert Pi Meadow Sheet 4 5 � ss m ° Osto,5t TESTEDEANDAPASS BACTERIOLOGICAL ERIOLOGICALTER MAIN EXTENSION HESTIALL NG PEROMIPWSSDANDECITYRE o N mmm m®"mi@91B ❑❑ _ OF BOZEMAN SPECIFICATIONS. N S t o r m w a t e r Detention Plan a _ mmm m©�®B ❑ 4 11. CITY OF BOZEMAN WATER DEPARTMENT TO BE GIVEN 24 HR ADVANCE NOTICE PRIOR TO EXCAVATING WATER MAIN. 12, SHOP DRAWINGS AND SUBMITTALS MUST BE SUBMITTED TO THE f0 Site Grading w ° s m + ENGINEER OF RECORD FOR REVIEW 2 DAYS PRIOR TO PRECONSTRUCTION b �.°m Q r ire v°a Pd. MEETING. '- -- Typical Sections amo, 0O❑ mmm Attachments Wafer and Sewer Main Checklists W ���ast Montana ®® ma Specifications and Standard DWGs Y «« •� o Fire Hydrant Fire Hydrant Station=-20.0 Station=-20.0 Fire Hydrant Stem Station 346.5 Fire Hydrant Stem Station 131.5 6" Gate Valve Centerline � 6" Gate Valve Centerline and Box Sto6on=-1.0 and Box Station=-1_O Station=-19.0 EIev=4807.9 Station=-19.0 EIev=4810.3 urb Bock of 'Sidewalk Back of Curb Back of Sidewalk Station=C13.0 4812 - Station=-18.0 Station==t3.O - - J 4812 4809 - . _- Station=-18.0 -. - 8x6x$ Tee 4809 Q) 48 • 8x6x8 Tee Station 346.5=0.0 4811 e� Station 1i31.5=0.0 481 1 4808 Elevation=4800 a _ .8_ 4808 o� Elevotion�4803.2 4810 TT4810 4807 - - - 4807 4809 4809 4806 _ 4806 4808 4808 4805 _ 6.5' 6.5' 6.5' 6.5' a805 4807 ' 4807 4804 4804 4806 4806 4803 - - - 4803 4805 - 4805 4802 4802 4804 6" DIP Class 51 Pie 4804 4801 6" DIP Class 5h Pie y i I _ 4801 T a 4803 : 20 18 16 14 12 10 8 6 4 2 0 4803 4800 20 18 16 14 12 10 8 6 4 2 0 4800 a) � L � U y® ue --- :rgk S 151n ❑ BBB t� r j a O O _j BBBorso I ce Subdivison E,F ��1::1 ® N E F U®8 B®® ©®C)❑ re � ® BB® 0 �D0 0" A TRACT OF LAND LOCATED IN THE SW 1 /4, SECTION 12, Ommmm ��®� TOWNSHIP 2 SOUTH, RANGE 5 EAST, P.M.M. BBBBB ❑DOS❑❑ mm❑BB CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA �B ❑ �© m �B ro ❑ U DONEBOCKDHAHLOPERS: 1500 MOUNTAIN GOAT TRAIL BOZEMAN MT 59715 m x rt ,I 3O m CERTIFICATE OF COMPLETION x O I, Don Bocwhohn, Owner, and I, Jo Sprin ry y ger, o Registered rt Pr Ofess ional Engineer li tensed to practice in the State Of Montana _ hereby certify that between and V O the following required improvements were Installed in conformance Ith the attached englneenngg p.c1fIc.t;ons and plans: C,+ (DRoads, Water, Sewer, Signs h Drainoge. I l� 659.48' SO'49'36"W Joy Springer 09929 ES Date 0 n 30.00' Don Bockhahn, Owner Dote I I I O a7 60 W N I �� N I Q STATE OF N O ION rD (n O f 0 F O N O D� (N COUNTY OF O O O m f 0 F ° N O O O (D _On this doy of 1998,before me personally m m m O onO oppeored whose identity is m O O M O m m I O personolly known to me on the bosis of satisfactory evidence to O N U)O N m N I be the person whose name Is subscribed to this Instrument. 3� m 3 y 3 � Notary Public for the State of O rmiding of _ My commission eepires M o (D Roadway Easement 0.174 Acres o_ O 659.45' NOe49'36"E °J C A C J Oo O m m O _x x (D N N O 3 =7 = o w N (D O N (r N Found 1/1eth Corner a Set 1/2' Reba,w/Y•Ilaw Cap 2929ES W z O H Found 1/4 Comer D4 Set 1/18th Corner Found Section Corner pd Sot 1/4 Corner � 0 ((DD O Q 7 n C Found Iron Pm/a•eor s.+Section cams r :3c O t1 C) 7 0 Set Control Point IT 7 n n (D o O nN � n r (D C� 3 0 D to (D 0 V.�rlu)tlU.........UltlUltllL.tlltlOf).SW Wtlf.UwO.V UL IIVL Vtl,]O.LV Nlvl 3 N N C)0 9)(1OC m WTm F;-,m Cm4,lina gl rbe HyA,oni - ---- Lmm�. p Nonnol. 7 N 3 II O x m ° 863 Il �'T I j Q000 m - - - - - wme.Ma, wale,vale m o m V° m A I m m I UUUQ S.-..m ❑ S,.,-D,di x O 90= 0 0 OO= N m Z()-n 7 i x. m pp 00 w -0a00 W N W 11 11 1 -Vo II -PO w I x ..Do a)Ot a7 pt S.1 Control Polnl No P.-I,S',9n 7 O W J O 00 A(D 7 • 17 I ����� a r o A ONO I �. k0� I �' ��� co- m rQ a WOO (D I W I �� z m m 1 ? Arnrn a I Cr to I a 0 I 0 ° I < N ° o I o 3 r -- -- -- ------- --'-� --' - - to41 s' I m I I I (D Ti>— -- — --'— a n cn In7 �D I o o � u u n (D E`ate° I �; I z WILn CD° o�ml o °X (b (D -a m m °o � ° I�� I I o � o� 1�3F I o (p n' ��� m p- - -- �m n °omm D OQ�W au o ° I ) I µ m 3 F u cu F a <'. ° a I ' a 7'ID N I I x---N -� (D I oWl [n D NO0OODD 3 l 7 y0CD (D Loa� � Im ml UNDISTURBED to f*1 N I A N t/7 O Ep 0 U) _ n rD O a rD 7 I X _ o (D 3 c�M < X l a EARTH (iVP.) i•N'•. O U I N W =1 < :3 0) a C ()(D O 7 IND I �� < �_� N < °' 7 0 T, O Imo: I S I m m -- - 7 c CONCRETE THRUST O = fD F .. --- y »- - �1- (o (D I BLOCK (Trn.) STATTIION i or,D 7 rn a N CL j—.0 - ----- / m (D .`D 3.°7. (D i aoi `8'45'BEND I < O O- , 14L -- - ._- ---- IA ED I !r STATION 0.0 N° 7 N o LINI - L14 Class L451DIP OOf I E A p A > 45 _� (nR v(D O � O W er Line New 8 o` Existing 6" WaTe'r- o cn° A -- -- -y ----- --- -----•- DO I < - " 7 W VIDF O �DF O ; O ' X I O \ 13TH AVE. o a (� ZLnn a4 W:UmX ro I m n(p 01 NaO (r =~ O C)W a° S N °(OD N d O 7 N• O�' 1 UO' r------� �- 0 - °' 00 I _O O 11.5'8EN0 STATION -19.0 -• 7 N O O n A— (,)>1 3 e o m n F nDIF o I7 c) I I r-y'g D o °x .� (n 7 0 p 7 rD N F -II aI-• _ -----� O _a0 lA LD O a O a,°< o N n 0 O Q O I A 7 » r--J I T7.a(Z[ n a' N m Z(�_ -a NEW NJ r A 6X8 REDUCER STATION -19.75 n fD .N. O Cn O :I m O 7 F O) C O C F (D f. O aD C fi'45' BEND O L 7 p .O !' J OJ'.' O. = a 07 a W O ET C r3 7 n7 7 a 0 p 0 0 0 D N F D �v(n(A (D�i0 F � � C U) 1 O � C); COI Ico Cn O STATION -22]5 _ NSiMNED ICORROSpIHERANSAISIMLC�LM+GE pOLT ____-�'N S 7 _ f n O ° ...-� N x r N, `O •�+i� I (D rt C �I l 3 17 OWN ° O a Lo o_ n - rn N HAUF • DEsgNEO TO rrc DUCTILE IRON O-I- PIPE,AND I N O O_ O7 O 7 O N Or'O — C O W-• =A F U: O 'D 0 7 V) 'D UO O�7 IC Cr3-1 �N� r---1 7 r-'-��07 N ><� Z7—m W --O l L__________ � O vl ° ' fD (JIWv Cl L C7 J INS7 R ED I ROD,CONFORMING TO ASrN A247-Bt, N C - a " rt r___ C O — S ° Q D I �.(n I V A V a HOLES(—.) WHERE NECESSAI..'.CLANPINO LU05 r g�_;^�- (D 7 CT n a (T I 1 .-' o v -. Ei a a� N �� o -- ____________ 0 I I o U CONTRACTOR REPLACED ( ) N 7 l-� (7 v �� 71 O n rn 3 A m -- r --rl TEE WITH NEW DXtlX6 TEF COSIGNED NO TO ADUC 53l-80 SMALL 9E USED IN m- I " C a r -� I a MID TH LIST RLOCN CONJUNCTION WITH THE RESTRAINING RODS, X W,a) ,+ -� l�mL m A(D (JI N D F BLOCKCONCREEE j.O F ; ,p a W O O O O8 j= j r - 17' 7 j s P.�' a a0 O 0 0 I I (p D11 I .° D n o F pp cD O (JI a 0I ° I \ O m 0 10 O j' 'D A I I I Water Main Detail ? ° ° 7 ° I I N 7 P \: j Q I Ruc - -L ——E L I o 0 A � I � I 6" 'ache - - eon u - --- - - - 3e _____ Cleonout. Cleonout ___ Sto 30;00 Statioin=190.0 VPI Sta=3�5600and 45' Bend Station=140.04812 [Elev=4811.77 Station_=�0.0 E=4$01.52 VPI Elev=47.20 IEc4803.38 E=430 9.58 IE=4805. 3 FG=4810.061 g1=-1.60% Note: All Backfill t be Typ A � ` _ G=4810.E Type A Trench Ba kfill. Ploc trench backfill in maximum 8 inch compacted lifts 11 New Finished Rod Grace g2=-0.35� 4810 St 45'- -_ _ 3f0 0' within 3 percent of optimum moistur content, and com acp t to at least 5 percent of Station -11.0 -- _ -*_ --- - - -- --_ maximum dry density determined by AASHTO T99 or by ASTM D6�8. 4808 8 22,5' Bend -- - {Approx. Existing Grade End Se Service -- --- -----------------------1 Class NS Concrete. Class NS concrete is used 4806 -- 61 p� as a Non-Shrink Bockfill for Utility Cuts - - -r in paved roadway sections. Sewer on- hrink- S Backfill 630-690 Class NS Concrete. Produce Class NS concrete 4804 - c Sto=676.0 6" 45' Ben ® 8x8x8 Topping Tee and Valy composed of the following: Connect to �2 " o� g' a 6.5 Ain Installed by Contractor, Cityf Material Weight per cu. yd. 4802 Exit" M in per -pat ss Cuctile I _ ozeman to make actual to at Cement - 0.45 sock 42 Ibs Station 16.0 contractor's Expense. Water - 39 gallons 325 Ibs x8 Reduc r Ted Bock #di y Coarse Aggregate 1700 Ibs 4800 T 8' Voly w Stainless Steel - - Fine Aggregate 1845 Ibs R di-Rod nd Thrust Block - - Station=2.0 See Detail 8x x8 Tee Existing 8" Sewer 4798 8x6x8 Tee Stem 20' to COB 1 Contractor Must Verify v Stem 20' to COB I Ir Hydrant -- -Depth. o Fire Hydrant [Existing 10" Sewer Sto=346.5 0 479E Sta=131.5 Cant or Must erify p -C Sewer L ne Elevot on U_) r, T` Ln U-) a) Do ID (D 00 N I''O f� (D V O to N 4794 l^� m o Lo r) rn L° r ---n_ Ln N n Do sa J O O O 0) a7 Do '00 00 00 T` n T\ T\ LD Lo LO LD ID (O O O O O O O O O O O O O O O O O 00 U 'Do �00 00 DO Go Lb N 00 00 00 00 00 00 00 00 O0 N 00 00 D0 J N 4792 a u a a a a a v a a a a v c� c �c -30 0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 450 480 510 540 570 600 630 660 690 3 0 � L cs U C N N C, Cmlerlme gl r'ire Hydrant 1 H,'C— __ Lolling O Wat.r Main DG wat"Valve C C) i rm X Seller Main ❑ Storm D'.m Q mCo Go O So Control P.W ��� Cl) Nan R,919 Edstinq Canto., In Im N 48019 N..contour P P ... NM Z(7 T Im twx m x II II II vo 4808 IK Spot El-p6- A C Nx C UUc IO 11 = ON C) I� On, O Y�I W P 9,o)(30) c- i O = N z W A A 1� A A CADI 0 A O n oo Q OD p A IF IN O E o' -- 7 m rn Z v - ---- --- _ 48 0 Y --- --- -- ---I Y w ■L- - a� I 3 L m r---- 00 A _ A -� p Y r A r w I U) oo a - g o � <' CI O O U , n:� Nn II V_° tq COI o i i �O O m m p O (b Do fj -- N 00 ° A PLn a - 09' _ 00 p co A - o O o I I C N Y I �\ �� Y O v O O __- aU - A {a FA U n:1 I 7 N L f O ° V O W O O Cn c E N I O - yy O O O C (n _ co 1 o m lL C a —/ pgti a_ U — Q 1 — --------�-4 yam^ '. � 0 New 8" DIP Water Line!- Existing 6" N(oter w 9 m a°` 0� - I O >a) O i x V ' co > 13TH AVE. S. co I w (6 `5 m (n z Cr 1 OC U 0 x f p , 10 Nmznx o x pn II a ' (D pu'U�a- to CA ' c n 3 f 0 �� I � Wo a w - a D = "n vAV Stormwater Retention Areas 00 I `Y,°°" - CO 7 0 M O > I O 11 Volume Required Volume Provided "— a� Area 1 167 cf 640 cf I o Areal 217 cf 1872 cf Area3 1370 cf 2400 cf I I � Pond Typical Section for Area 1 Typical 1 I +/- 2ft 15' 1" Pure Topsoil Station 36.0 to Station 90.0 6" Topsoil and 1.5" Gravel 7'— Native Subgrade Property 4:1 q 1 Line 8 8' 12' 2' 2% p� �� �•_, Jar nr�),Y:J> 7;:✓�`'J 2°J CURL AAL ND CONCRETE CU INTEGRAL ONC RTE fJ 0.25' Crushed Bose Course Not to Scale 0.25' Asphalt 1.5' � 0 0 0 0 0 0 0 0 0 0 0°0°°°o°o o°o°o°o°o°o 0 0 0 0 0 0 0 0 0 \\��\� 0°000°0°0°00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000 0 ,�/\ !/4•-I"SLOPE 3/4•-a'SLOPE 0.75' Minus 2" Gravel /i\��//\� <a ° ° New Concrete Curb and Gutter New Concrete Curb and Gutter ��%/%� a a ' s Pond Typical Section for Area 3 �/\� ° ° /- 2ft 28' 1" Pure Topsoil o 0 0�0 0 0 0 °0 0 0 0 0 0 o 0 0 0 0 0 0 20' 6" Topsoil and 1.5" Grovel '�°o°o°o°o°o°o°o° °o°o°oo°o°00000 j/ 4.1 4:1 Native Subgrade COMP,Z"MINJ96QpVEL oE /y/�\\/�/��/��/\� 7•-p (� '> COMP.&JEOPRn /�Y/��/�\i/�\i/;�i \ i\/\i r / ...T•. Typical 2 Not to Scale Station 90.0 to Station 630.0 CURB CHANNEL DETAIL Property Line 5' 12' 12' 2' Pond Typical Section for Area 2 _----�2% 2%— +/- 2ft - --- 30' 1" Pure Topsoil 0.25' Crushed Bose Course 0.25' Asphalt 1,5' 22' 6" Topsoil and 1.5" Gravel 4' Concrete ° ° ° ° ° ° ° O°O°°°°°°°°°O°O°O°°°°°°°°°°° �°°°°°°°°°°°°°°p°°°°°°°°°°°°°°.O Native Subgrade o 0 0 0 0 0 0 0 0 0 0 0 4:1 ' 0 75' Minus 2 Grovel New Concrete Curb and Gutter New Concrete Curb and Gutter c � L Not to Scale o 0