Loading...
HomeMy WebLinkAboutCottonwood Subdivision As-Builts_Signed_01-21-21 COTTONWOOD UBDIVISION INFRASTRUCTURE IMPROVEMENTS BOZEMA y M®NTANA AS-BUILT PLAN SET 0 ®N ° `a NL m ina 3 a' CIVIL ENGINEERING BY: � Q Ravalli ` m m F� 0 m a ti n 895 TECH NO LOGY BOULEVARD, SUITE 2'0� CamP��an.Dr. El o BOZEli�l AN MT 59718 Fallon Gi 0 anella Gi Way Laramie Dr 00 Valley Commons Dr. coo N N N TOWN Huffine Ln. (U.S. 191) o n N PUMP KOUNTZ 00 � TRAILER TRANSPORTATION ENGINEERING BY: PARK '�° OWNER: I� ARVIN &` ASSOCIATES IA JL DES LOYAL � FARMERS CANAL COTTONWOOD PROJECT LLCM GARDENS1300 NORTHCRANSTECH WAY 3112 LOS FELIZBLVD. llIaeLNGJy MT 59102 ®S 1NGwLEJ9 C1 90039 O zo PROJECT LOCATION 11 o� n, �oJ Zam SURVEYING BY: O ALPINE SURVEYING AND 13 O ENGINEERING 0 2075 CHARLOTTE ST SUITE b BOZEMAN, MT 597118 Stucky Rd. (406) S86-SS99 ° VICINITY MAP NTS i i r i Know what's below. Cal1811 before you dig. VRX � 7I vI1ryrl ASB�iJ IQ JL i COVRR SMET 0 N � N } N m 3 qa c 0 N R(�FS, GRADING PAVING A<DRAINAGE 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS, MOOT,AND CURRENT CITY OF BOZEMAN MODIFICATIONS. 1.UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL CONFORM TO MDOT AND MONTANA PUBLIC WORKS STANDARD UNLESS OTHERWISE APPROVED BY THE ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN 8:00 A.M.AND 5:00 P.M.,.MONDAY THROUGH FRIDAY. SPECIFICATIONS, MOST CURRENT ADOPTED EDITION, WITH CITY OF BOZEMAN MODIFICATIONS. A 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL 2.CONTRACTOR SHALL PREPARE AND PROCURE A DEQ STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND CITY OF BOZEMAN STORM i BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS WATER MANAGEMENT PERMIT S WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE 0 CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE 3. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS,AND TRAFFIC CONES PER MOOT REQUIREMENTS IN ACCORDANCE WITH THE CONTRACTOR TO SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW h MUTCD (INCLUDING MONTANA AMENDMENTS). ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION CONSTRUCTION DEBRIS,MUD OR GRAVELS TO BE LEFT ON THE STREETS OVER NIGHT. m d ACTIVITY. 4.CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE VEGETATION, TREES, STUMPS,BRUSH,ROOTS, ETC. STRIP H 4.AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION,THE CONTRACTOR SHALL,ACCORDING TO MCA 69-4-501, WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED a NOTIFY ALL OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES.THE WITH CLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. INFORMATION SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS WITH RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE FACILITIES WITHOUT FIELD EXPLORATION,AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. z 5.FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS 5. BACKFILL MATERIAL UNDER IMPROVED AREAS SHALL BE PLACED IN 8 TO 12-INCH LIFTS AND COMPACTED IN ACCORDANCE WITH GEOTECHNCCAL AVAILABLE SUBGRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD(STANDARD PROCTOR). RECOMMENDATIONS. AN 6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY 6.SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND REPLACED WITH STRUCTURAL FILL. SUBGRADE CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR. INSPECTOR SHALL BE ON SITE TO WITNESS ALL MUST BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE CHRIS G. TESTING. CONTRACTOR SHALL NOTIFY INSPECTOR AND CITY OF BOZEMAN ENGINEERING DEPARTMENT A MINIMUM OF 24 HOURS (1 BUSINESS DAY) PRIOR GRADING FOR BASE ROCK. N eu_I PE V TO TESTING. � 7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL BE PLATED OR BACKFlLLED, 7.ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC � I F COMPACTED AND CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. RIGHT-OF-WAY, BUILDING PADS,PARKING LOTS OR OTHER AREAS TO BE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO ,�E X GREATER THAN 8-INCHES OVER APPROVED SUBGRADE. EACH LIFT SHALL BE COMPACTED PER GEOTECHNCIAL REPORT SPECIFICATIONS. IF \ B.ALL ROAD CLOSURES SHALL BE COMMUNICATED THROUGH THE POLICE DEPARTMENT, RECORDS DIVISION WITH A MINIMUM OF 24 HOUR ADVANCE NOTICE NO REPORT IS AVAILABLE EACH LIFT SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE WITH THE FOLLOWING INFORMATION: POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD(STANDARD PROCTOR). DRAWN BY:JLS EXACT LOCATION: ADDRESS IF APPLICABLE OTHERWISE STREET NAME AND START AND END LIMITS. TYPE OF WORK: IE.TRENCHING, PAVEMENT SAWCUT. START DATE AND TIME AND ANTICIPATED CLOSURE DURATION. 8.SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02234(SUB BASE COURSE) AND SECTION 02235 REVIEWED BY:CG (CRUSHED BASE COURSE)MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(MPWSS). COMPACT SUB BASE AND CRUSHED BASE ROCK PROJECT ENGINEER:CGB 9.ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A CLEAN SQUARE EDGE BY SAW.THE TOP 12-INCHES OF THE PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE COMPACT TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR EXCAVATED AREA WITHIN THE STREET SHALL BE FILLED WITH ROAD MIX AND COMPACTED. MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). DESIGNED BY:BILE; 10. PRIOR TO PAVING CONTRACTOR SHALL SCHEDULE A PRE-PAVING WALK THRU WITH THE CITY, MOOT,AND DESIGN ENGINEER. GENERAL CONTRACTOR 9,A.C. PAVEMENT SHALL CONFORM TO SECTION 02510(ASPHALT CONCRETE PAVEMENT)MPWSS FOR TYPE B MIX. A.C. PAVEMENT SHALL BE AND PAVING CONTRACTOR SHALL ALSO BE PRESENT. COMPACTED PER GEOTECHNCCAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE THE AVERAGE DENSITY SHALL BE EQUAL TO OR PIPE BEDDING AND BACKFILL GREATER THAN 93%OF THE THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY AND NO INDIVIDUAL SAMPLE SHALL BE LESS THAN 92%OF THE THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. 1. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILL WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. 10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH 2.CONTRACTOR SHALL PROVIDE ALL MATERIALS,EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONTOUR LINES SHOWN. CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL BE BORNE BY THE CONTRACTOR. 3. ALL LANDSCAPING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED TO PRE-CONSTRUCTION QUALITY. 11. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS,MONUMENTS, GAS VALVES,WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA WHEREIN THEY LIE. by TRAFFIC CONTROL: H/ 1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TRAFFIC CONTROL DESIGN TO CITY,MDOT, AND ENGINEER PRIOR TO PRE-CONSTRUCTION 12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN 4H:1V. CONFERENCE. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE PROVIDED TO THE DESIGN ENGINEER.CONTRACTOR SHALL ERECT AND 13. IF DIRECTED ON THE DRAWINGS, ALL PLANTER AREAS SHALL BE BACKFlLLED WITH APPROVED TOP SOIL MINIMUM 6"THICK. STRIPPING MAINTAIN BARRICADES,WARNING SIGNS, AND TRAFFIC CONES PER APPROVED CITY AND MDT REQUIREMENTS IN ACCORDANCE WITH THE MUTCD. pq TRAFFIC SHALL BE DIRECTED IN ACCORDANCE WITH THE MDT FLAGGERS HANDBOOK. CONTRACTOR SHALL REFERENCE THE MDT TRAFFIC CONTROL AND MATERIALS SHALL NOT BE USED FOR PLANTER BACKFILL, UNLESS ALLOWED BY THE OWNER. PROTECTION STANDARD DETAIL DRAWINGS IN DEVELOPMENT OF THE TRAFFIC CONTROL PLAN. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE RIGHT OF WAY. 14. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE COMPACTION TESTING IS COMPLETED IN ACCORDANCE WITH rr�� CITY STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. Z EXISTING UTILITY NOTES• 1.EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE CURBS&SIDEWALKS ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER, GAS, STORM, SEWER, TELEPHONE&TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY 1.UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS,6-INCHES NOMINAL CURB EXPOSURE SHALL BE FOR ALL CURBING. COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. 2.CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN ACCORDANCE WITH CURRENT ADA AND LOCAL REQUIREMENTS. � � � 2.EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE, CONTRACTOR TO VERIFY DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN 3,SIDEWALKS SHALL BE A MINIMUM OF 6-INCHES THICK. ALL SIDEWALKS SHALL BE CONSTRUCTED USING 4,000 PSI CONCRETE. z ' CONSTRUCTION. SANITARY SEWER: 4.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE CONCRETE TESTING IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. 1.UNLESS OTHERWISE SPECIFIED,SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM 3034, SDR 35. ALL OTHER APPURTENANCES AND INSPECTION TESTING&CERTIFICATION NOTES_ INSTALLATION TO CONFORM TO THE CITY OF BOZEMAN SPECIFICATIONS. 2.ALL SANITARY SEWER PIPES SHALL BE STRAIGHT GRADED BETWEEN MANHOLES. NO BENDS,DEFLECTIONS,HIGH OR LOW POINTS ARE ALLOWED. 1.CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN PUBLIC WORKS OFFICE AND DESIGN ENGINEER A MINIMUM OF 24 HOURS(1 BUSINESS DAY) PRIOR TO START OF CONSTRUCTION. 3.PER DEQ&CITY REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED AND TESTED PER DEQ&CITY PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO PROVIDE ENGINEER WITH 24 HOURS ADVANCE NOTICE FOR INSPECTION. CONTRACTOR SHALL 2.COMPACTION TESTING OF SUBGRADE, BASE COURSE.AND ASPHALT REQUIRED FOR ALL LIFTS. CONTRACTOR SHALL PROVIDE ACCESS TO PROVIDE SAFE ACCESS TO TRENCH FOR INSPECTION. MANHOLE TESTING SHALL BE PERFORMED PRIOR TO PAVING AND FINAL SURFACE RESTORATION. INSPECTOR TO COMPLETE THE COMPACTION TESTS. 4.CLEANING. PRIOR TO TESTING AND TV INSPECTION,CONTRACTOR SHALL FLUSH AND CLEAN ALL SEWER PIPE AND MANHOLES AND REMOVE ALL 3.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER A MINIMUM OF 24 HOURS(1 BUSINESS DAY)PRIOR TO THE REQUIRED INSPECTIONS. FOREIGN MATERIAL. 4.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE COMPACTION TESTING. 5.LEAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE BY CONTRACTOR. LEAKAGE TESTS SHALL BE CONTRACTOR SHALL NOT COVER ANY LIFT PRIOR TO COMPACTION TESTING BY INSPECTOR. LIFTS NOT TESTED WILL NOT BE CERTIFIED BY COMPLETED PER MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND CITY OF BOZEMAN MODIFICATIONS. THE DESIGN ENGINEER OR ACCEPTED BY THE GITY._ M 6.TV INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND REPAIR,THE CONTRACTOR SHALL CONDUCT A COLOR TV 5.INSTALLATION OF WATER MAINS SHALL BE INSPECTED AND CERTIFIED BY THE DESIGN ENGINEER. CONTRACTOR SHALL NOTIFY DESIGN k-I N ACCEPTANCE INSPECTION OF ALL MAINLINES. THE TV INSPECTION SHALL BE CONDUCTED BY THE CITY OF BOZEMAN. SUFFICIENT WATER TO REVEAL ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE THE REQUIRED INSPECTION. LOW AREAS OR REVERSE GRADES SHALL BE DISCHARGED INTO THE PIPE IMMEDIATELY PRIOR TO INITIATION OF THE TV INSPECTION. THE TV RECORDING AND WRITTEN REPORT SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS 6.NO PIPE, VALVES,BENDS,ETC.SHALL BE BURIED PRIOR TO INSPECTION BY DESIGN ENGINEER. Go FOR TV INSPECTION. 7.PRESSURE, VELOCITY FLUSH,AND BAC-T TESTS ARE REQUIRED FOR THE WATER MAIN AND FIRE SERVICES. ALL TESTS SHALL BE PERFORMED � n WATER BY THE CONTRACTOR AND WITNESSED BY THE DESIGN ENGINEER. CITY OF BOZEMAN SHALL OPERATE THE VALVES. _ Q N 1.WATER MAINS UP TO 12-INCHES SHALL BE CLASS 51 DUCTILE IRON. ALL WATER MAINS SHALL BE THE INSTALLED WITH A MINIMUM 6.5'OF COVER 8.CONTRACTOR SHALL PROVIDE ALL MATERIALS,EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH TO FINISH GRADE UNLESS OTHERWISE NOTED OR DIRECTED. ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO MDEQ AND CITY OF CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL BE BORNE BY THE CONTRACTOR. �p BOZEMAN SPECIFICATIONS. 2.CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING AND PROPOSED PUBLIC MAINS. CONTRACTOR SHALL NOTIFY THE O D CITY WATER DEPARTMENT AMINIMUM OF 24 HOURS PRIOR TO REQUIRING THE OPERATION OF VALVES. N 3.2"MINIMUM ORIFICE REQUIRED FOR FLUSHING. U 4.INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS AND FITTINGS AS SPECIFIED IN THE DRAWINGS. y m b � 5.ALL CROSSES,TEES, VALVES, AND BENDS SHALL BE MECHANICAL JOINTS WITH MEGA-LUG. Sl``'[rr��1''�,.ET jj S�o.1 `-, SITE PLAN GENERAL NOTES DATE:04/14/2020 fAS ����� PROJECT: 17-149 ii5 ti 0 L! N O A\ N Y HUFFINE LANE Z o a o II o PUE(lYP)10' ' I LOYAL GARDEN I I *I SHEET ET INDEX SCALE SUB PH lA - � 6 1 :m S16,T02 S,R05 E �, II I Il SHEET NO. DESCRIPTION BLOCK 1,LOT 2 UOI WI III p11 p l I GENERAL z 1 inch= 120 FEET � '�+" I 0 CIIIA I III CO.1 NOTES n BASIS OF BEARING 0 �I III -III CO.2 OVERALL SITE PLAN AND SHEET INDEX EXIsnNc III III SANITARY SEWER MAIN Geodetic North at: 1 Lat.N45°40103.10257" �i III pII I I C2.0 STAFFORD AVENUE PLAN & PROFILE m Long.W 111106'14.18812" 0 I MTSU COBS-NAD 83 p$ .I pl I C2.1 WEST GARFIELD STREET PLAN & PROFILE. a June 1,2011 tam_, I III - C2.2 PARKBOULEVARD & LOYAL DRIVE PLAN & PROFILE WATER MAIN z a PROPOSED WATER MAIN F C3.0 STAFFORD AVENUE (FUTURE) PLAN & PROFILE I lil Oil INSTALL WITH PHASE I C3.1 STAFFORD AVENUE PLAN & PROFILE LOYAL GARDENS W III 11 C3.2 WEST GARFIELD STREET & RESORT DRIVE PLAN & PROFILE aNP SUB PH IA ZII C3.3 PARK BOULEVARD & LOYAL DRIVE PLAN & PROFILE 0R.ow.S16,T02 S,R05 E UI Ip ' ° °TM°sI STORM SEWER C4.0 STAFFORD AVENUE PLAN & PROFILE ZONING:B7Aa RoaOwAranon EASEMENT I°� C4.1 WEST GARFIELD STREET PLAN & PROFILE _ III C4.2. LOYAL DRIVE AND PARK BLVD. PLAN & PROFILE vee I 1 J dl C4.3 NORTH END & ALLEY PLAN & PROFILE DRIVE(FUTURE-BY THERS)m _®®0 --_®m®®®®® B I DRAWN BY: JPS N --.--____----- a®o®--------- YI ROADWAY REVIEWED BY:JLS 10'PUE CM)- p III C5.0 STAFFORD AVENUE PLAN & PROFILE PROJECT ENGINEER:CGB 711 nw I I E8T'G 20'UnU1r EASEMENT I I C5.1 WEST GARFIELD STREET PLAN & PROFILE II a TO 6E ARWBONED I LE DESIGNED BY: CGB ARK BOULEVARD PLAN & OPEN • LEY - .- Illm�ll C53 LOYAL DRIVE & RESORT DRVEOPLAN & PROFILE SPACE NORTH END oosnao �I p W 16 j� C5.4 ALLEY LOT 1 STORM SEWER C4.3 �'xaaw 2oPER Ms.Nam O�_�If C5.5 SIGNING AND STRIPING PLAN LOYAL GARDENS ro eE AeANoa Ed 0 SUB PH IA ' SD SD I�, DETAILS S16,T02 S,R05 E - - - - - - I I� E 'I,-r^' ' C6.1 ROADWAY ZONING[R2 TRAIL IN OPEN a SG'WIDE p mawRs TRAIL IN OPEN LOT 1 SPACE TO BE PUauc ALLEY ACE TO BEBLK 1 / INSTALLED WITH LOT 1 wow. II I I C6.2 WATER AND SEWER INSTALLED WITH PHASE II- I I I y C6.3 TYPICAL ROAD SECTIONS PHASE II•- - BLK.2 I li �II C6.4 STRUCTURE DETAILS 00 30 _ -•3 I l C6.5 R-TANK UNDERGROUND STORMWATER SYSTEM DETAILS ` / / i�\-•-T I w II C6.6 R-TANK UNDERGROUND STORMWATER SYSTEM DETAILS OPEN b SPACE I `OPEN I III Phi I LOT 2 U 10'PUE(1YP) SPACE I I W LOT 2 ® LOT 2 LOT 1 I I I I U I BLK 1 I U I BLK 2 I lie 6 1 I' y I III I �q I I PHASE LINE U PROPOSED WATER MAIN (fYP) I LOTS a _ PROPOSED SANITARY SEWER MAIN(TYP) f I,I - - I - - to PUE(ttP016REMAIN I7002- O L - B �° BENCHMARK DATABANDON EXYG EASEMENT=- - O THE NORTH aF THIs DESCRIPTIONNORTHING EASTING ELEVATION OINT.EASEMENT TO -SOUTH. q _ pj HYDRANT ARROW BOLT ID 2209 1558302 520135 1 4848.76 T1o'PUE )L -I I-2o' �`7,'Iri II 0I1I I HYDRANT ARROW BOLT ID 2208 1558263 520504 4841.63 J UnYESER roREMAN O j �-z0 PUE III d I CITY PARK 119 !I a" EKrG 20'U M vi IT-' EASEMENT TRAIL&PARK ,. II LOT 1,BLK.4 U. 1 TG eEMAw TO BE INSTALLED WITH PHASE o BLK 3 IUD Y LEGEND 0 I LOT 1, to I I I� - PARK BLVD-C2.I .3 C4.2,C5.2 - ----4770-- INDEX CONTOUR • FOUND MONUMENT AS NOTED 10 BBLLK.7 BENCHMARK I -- - - --- -- - - - ------.-- CONTOUR MINOR (1' INTERVALS) � BENCHMARK - PROPERTY LINE ® MONUMENT BOX HYD.2208 --•- !l--- - - - - --• ROAD RIGHT-OF-WAY ELEV.4941.63 1 � CITY PARK T W -- SEWER MANHOLE a hl TRAIL TO BE •� ISPACE \\� LOT II LOT I,BLK.6Ii ADJOINING PROPERTY I� WATER VALVE III LOTALLED WITH DEVELOPMENT LOT a�\ BLK.6 EASEMENT LINE ® CURB STOP LO \ I -x x FENCE - 7Zy FIRE HYDRANT LOT 2 II I ®a WATER WELL WATER MAIN BLK3 Q r WS WATER SERVICE p POWER POLE I I Fs FIRE SERVICE GUY ANCHOR ev oaNNoan S ELECTRIC PEDESTAL SEWER MAIN 1 X / 1 I Ill TRAIL&PARK SS SEWER SERVICE STORMDRAIN MANHOLE _ (� i i 9 I I WITH BE INSTALLED SD ® CURB INLET STORM DRAIN `I 01 I�I WITH PHASE O / �/ I I• OP OVERHEAD POWER N PEDESTAL ® W � TEL OVERHEAD TELEPHONE ® GAS METER lV HYD.2209 / -- CITY PARK - - ROAD CENTERLINE ® ° ® U ELEV.4848. 6 I Ilr LOT I,BLK.5 TELEPHONE PEDESTAL 7 r - TOP BACK OF CURB TREE CONIFER b lr I I TREE DECIDUOUS (~ LOT 1 � I EDGE OF PAVEMENT LO AL GARDENS BLK.S / I � EDGE OF GRAVEL = 00 BLOCK II g I I I I - CONCRETE PAD/SIDEWALK PUBLIC PARK J G EDGE OF BUILDING I ZONING:RI � �� caN- PHASE LINE - SIME'T NIURE ROAD' I BY°nuns ®./yam E� ;I I I TRAIL&PARK COTTONWOOD SUB TO BE INSTALLED l SHEET INDEX WITH PHASE I j 7 �¶' �� lU��JL DATOE:E 4/14/2020 i NOTES: 0 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE a 0 0 0 INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO N ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY' "ao N 00 OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, i I to STORM, SEWER, TELEPHONE & T) MAY NOT BE STRAIGHT LINES m I W SCALE I I 3 I 3 II OR AS INDICATED ON THE PLANS. \ \ o Q o ►a I I II. 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER o ss m sao I I I I CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE MATERIAL. I I iineh= SO FEET I y I I I III I 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. \ 3 I 3 I 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO Z LOT 1 I LOT 2 I I CITY PARK VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICT o I BLK.2 I BLK.2 [� I I III I EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO Iri) I LOT 1,BLK.4 A RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. CITY PARK o 0 w I U LOT fl,BLK.6 Z I I OPEN SPACE I �W I I I I LOT 1 STUB ELE. (T.O.P.) 4857.92' o I LOT fl BLK.2 i BLK.6 I STUB ELE. (T.O.P.) s STA 12+62.30 - - - 4849:87 SANITARY SEWER SVC ��� -_ a a I o STUB ELE. (T.O.P.) I I I _-------- -- - ' 5.0' MIN. 4849.25 _ �� �1 III / z •_ SEPARATION B/W S 13+00 S 14+004+18 R�� '.I I I I I 3 I STUB ELE. (T.O.P.) /- SWR/STRM i--- -- '__= V J I I 4857.94' � � � o M M L o I STUB ELE. (T.O.P.) I I I � 2 S 0+00 4853.01 ® 1 - f \� I _ III STA 11+25 13 �-' STA 12+55.93- W s _ul- hvc 3 III �I 3 1 4" SANITARY SEWF R SVC . s' SSMH 14 certis o. s ANIIARY SEWER STA 5+31.67 `� yxv # ---- SANITARY SEWER SVC I ,i Iillii I I III y;Av .uners�ae �11� �I� oull I _ (�\ ST?,. 1+96.01 �� ���. . �S S '•t� -�z -- - - -10.0' MIN. - STA. 1+02.18 SSMH #2 -'� SEPARATION 'C1 Y LOT ti SSMH #1 ��-•_ --- - - - - - _- -'_�� TI �,� �s ---- ----- ---- ---- `P e v BLK.S STA 1+06.72 STA 2+10.63 Tt - S 4+00 S 5+00 I S 6+00 O S 7+00 - S 8+00 S 9+00 S 1 S �� A �S'O•� DRAWN BY:JPS SANITARY SEWER SVC SANITARY SEWER SVC w 31 t-5rl --i`-S- W STA. 14+12.85 STANDARD SEWER SVC STANDARD SEWER SVC �' _ W W W W W "" W W STAFFORD AVE.- W "" "" ��� �� SSMH #15 REVIEWED BY:JLS � ----------------- ---- _-------- - -- - - - T - _ -- - - - =T \ PROJECT ENGINEER CGB �� DESIGNED UY: CGI3 - �F - --- STA. 10+59.70 STA. 3+H #3 NEW WATER MAIN I I STA. 9+42.72 I I SSMH #12 I i N i I SSMH #3 STA.SSMH7#4 ; SSMH #5 �� '..�\ CITY PARK ��� v �� LOT 1,BLK.5 LOT 1 I I LOT 1 LOT 2 BLK.1 I OPEN SPACE LOT 2 BLK.3 I BLK.3 BLK.1 I OPEN SPACE b LOT 2,BLK.1 I I I LOT 1,BLK.3 STAFFORD AVE. SANITARY SEWER PLAN 0 HORZ. SCALE: 1" 50' NOTE' RVICE ARE 6" SDR26 DEEP SEWER SERVICES UNLESS OTHERWISE t VICES AT 2.0% MIN. SLOPE. ,2 cto 4890 --__ m in r- m nj qk Q (n 4880 STORM SEWER CROSSING o a w x 00 w Z N w- N vs +n 4880 -k tgn ! N o ^mzp VI N I� + 0oo999ppp"'YYY �I _ y y FINISHED GRADE Lo M 4870 = N SEWER ALIGNMENT -nA +ter c� �- ^��o- I� N c; N UTILITY CONDUITS 0 4 Z o a T T 4870 i..- o STORM SEWER -w 0° � STORM SEWER CROSSING a a�>>- CROSSING c6 o in �is UTILITY CONDUITS _ '_o �?Z 3-: - �'� + � CROSSING ¢ CROSSING- rI-io:__ WATER SERVICE -- 0,� °i� �, "� gp - � -- - CROSSINGS -- 4860 .r o Fd co o 4860 az Na?z z _ �z�z I =- -- - 52.71 LF S Im-- -- r--� - - - _ _ S 35 PVC � _ g" SDR35 PVC =2.2p%- 1 - - - - -_-WATER SERVICE _EG _ ____ -- -�,- - 19223 ,DLF S= -1.33% 8" SDR35 PVC _ CROSSINGS __ - - -- ----- 8" SDR35 PVC 1.86 LF S=1.00 i '171.78 LF _ --- __��- _ - --_- ----- -1.42%- --- -- CAPPED STUB ITV 4858.46 4850 M 4850 g=p•40% -- -- - 8" SDR35 PVC 311.36 LF S= '� -- ---- - 8" SDR35 PVC 251.56 LF S=9.49%0.41% ------x '- - - - �_-- 18" MIN SEPA ATION �s� SEPARATIS STORM SEWER CROSSING- _ 8" SDR35 PVC 112.98 LF S SEPARATIO -WATER SERVICE ---- 4840 CROSSINGS 8" WATER MAIN p�p,� f'I CROSSING 4840 2" PIPE INSULATION-- - -8" WATER MAIN- REQUIRED WITH COVER 8" SDR35 PVC CROSSING r BETWEEN 4' AND 5' S=O. LF r/ 0.40% r ✓ (MIN. 4' OF COVER) 4830 s pq 4830 --SEWER INVERT EL._ r/ FINISHED GRADE EL.---- SEWER MAIN T.O.P. $ ,���j W 4820 --- 4820 O 0� I� O O m O M n O n a0 N <p P f� c0 O O N N n r O rn M O> ? V N 00 m a t0 n n O m r O� d' L-q �" t71L'n l�V7 N f0 n r ro' r 'o �p 'oV O O 1 pppp N 06 N of (V O M M ri f3 4 M 7 4 6 o6 I�Q In 7 O V N <O d' m 7 t0 d• c0 c0 M t0 N to t[1 to In t0 '� a00 aM0 a'n0 0�0 WI a v a m mamw wmwwvva a 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50 � 11� 00 i STAFFORD AVE SANITARY SEWER PROFILE SWEET RZ. SCALE: 1" = 50'VE ��"® VERT. SCALE: 1" = 10' COTTONWOOD SUB SEWER MAIN 7-149 AS B�J I T DATE:0PROJECT:14/202 DATE:04/14/2020 O 0 p NOTES 000 p N\N 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO o 0 `r THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT'GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, m SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 3 a a a SCALE 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN a 0 : so 1. i �I III I I I STANDARDS WITH CLEAN NATIVE MATERIAL o v ' V 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 1 inch= 50 FEET cn o I I I I I 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY I o PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN III . I ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. z � III I I I I LOT 2 I LOT 2 w I 8 I w OPEN SPACE BLK.1 14 I Q I BLK.2 z I c4 I w LOT 3,BLK.1 O pq a� a :I I III � II o z ; I III NEW WATER MAIN 1 1 1 I w --9 — — — — — — — — — NOTE: Q � — — — — — -10.0' MIN. ® T II Htlh SEPARAl10N =_ _ _ �RVICE ARE 6" SDR26 DEEP SEWER SERVICES UNLESS OTHERWISE. CHRIS G �. N A ICES AT 2.0% MIN. SLOPE. D I I N ------ a PE W W W W W ' NI "' W W W 1N W NI W WG 0> WG�1+00 WG 2+00 WG 3+00 WG 4+00 WG 5+00 WG 6+00 WG 7+00 WG 8+00 WG 9+00 Si--}5 I ^a- -zis S- / \ STA. 2+28.51 W GARFIELD ST. \ I � I SSMH #6 - --------- o • I; � DRAWN BY:JPS - � REVIEWED BY:JLS SSMH #41 111 I PROJECT ENGINEER:CGB rn STA 2+81.58 i I i STA. 6+81:90 I SANITARY SEWER SVC SSMH #7 STA. 9+06.77 I DESIGNED BY: CGB - SSMH #8 ® STUB ELE. (T.O.P.) 4847.94 I III I II i L STA 0+74.57 ' L J I CONNECT TO EXT'G PVC CAPPED III g III,I ®® 8" SDR35 PVC SANITARY SEWER STUB II E� o ASSEWER STUB L=50 LF, 5=6:4&%0.54%(N), 0.42%(S) I.I III CITyPARK LOT 1 STUB INV ELEV .845.92 ® CROSSING BLK.3 4845.11(N), 4845.07(S)I I LOT 1,BLK.4 b k� I O b cc W.GARFIELD ST.SANITARY SEWER PLAN (� HORZ. SCALE: 1" = 50' 4890 1890 EXT"G 60" SANITARY ui N SEWER MANHOLE SF DO}Da6 -- DO 0 Dp -m /WTMv lrO�d w Do 4880 EXT'G TRACER WIRE IN 4" '+4a vi = a 3© 34880 CONDUIT. CONTRACTOR TO - . w'* w" w w -ADJUST ELEVATION TO AVOID - a N zv vi In In _CONFLICT WITH SEWER. NWE x N3 m y rz a TO BE NOTIFIED. - UTILITY CONDUITS o n m o eeb�� N z o CROSSING _ °'.n o N In¢ �-a 4870 No --- + r +a`Oo 4870 ,n� +'$$$i- d'zo C� -UTILITY CONDUITS rn z o FINISHED GRADE AT d'z o -CROSSING N 8" WATER MAIN -- d >> z z +m CROSSING- gym» SEWER ALIGNMENT NFzz ��-- N d.z o �N Z z I - -I Q`G» 4860 - --- -- - ---_ - --_�-_ --- 8" SDR35 PVC 3.10 LF S=0.40% 4850 � — — -- -----__-_� � --x -------_- - 1 - � ---- i CAPPED STUB 4850.46 m - --____-- ----_ B" SDR35 PVC 220.87 �50 _ - -- 8" SDR35_ PVC224.51 LF 5-0.40% 8" SDR35 PVC 220.87 LF Si•00% _8".SDR35 PVC 951.95 LF S - - m 1.49% 18" MIN. VERT. SEPARATION T 1 a® 4840 8" WATER MAIN STUB I 3 CROSSING. MAINTAIN 18"- 4840 6" GAS MAIN- Pve _" _5 SEWER VERTICAL SEPARATION CROSSING -Q.98 MH 6 INSTALLED WITH FROM SEWER MAIN e COTTONWOOD ROAD i 4830 IMPROVEMENTS omo I 1 4830 o4� EXT'G 12" DIA. HIGH R� -PRESSURE TRANSPORTATION SEWER INVERT EL. GAS MAIN INSIDE 18" STEEL 1�1 'z N �' FINISHED GRADE EL. - SEWER MAIN T.O.P. CONDUIT. ELEVATION _ 4820 FIELD-VERIFIED 02/25/2020 4820 = W d o n rn It n In o N w o ao m. loo o. n m rn Cq Do rn � rq a rn 1) -q q 1.14- n m m a m � o loo 1. 1. 1. 1. 1. 1. Q a a a s o a CC, Go w m a oo w v m o o w m a s C w a oo w � a G) . m In a a / �I Go 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+25 a SHEET C2a 1 W.GARFIELD ST.SANITARY SEWER PROFILE ° COTTONWOOD SUB HORZ. SCALE:-1" = 50'- . VERT. SCALE: 1" = 10' < SEWER MAIN ASB l�J ILT c DATOE:04/14/2020 NOTES: !cc N N N 0 0 0 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE no .0 NOTE: THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, 0 SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. m $CA3 E �LEWERJSE SERVICE ARE 6" SDR26 DEEP SCALE 2. BACKFlLL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN 3 a a a SEWER SE VICES UNLESS OTHERWISE NO STANDARDS WITH CLEAN NATIVE MATERIAL. o k INSTALL A L SE VICES AT 2.0% MIN. SLOPE_ 0 I inch= 50 FEET 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. I inch= 50FEET 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY N e PRIOR TO CONSTRUCTION. IF'CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN z LOT Il - _; ADVANCE To RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. 0 BLK.6 CITY PARK LOT 1,BLK.4 Ill LOT 2 \ I BLK.3 NEW WATER MAIN / \ III V = l- ` �^ z a m I Izp ®� SANITARY N / / \\� LOT 1 I I 10.0' MIN. NEW WATER MAIN I ® I. CITY PARK z / BLK.3 I. SEPARATION- — — — — — — — — — — — — — — — — — — � LOT 1,BLK.7 I g TT -_ - - - �--� STA 0+72.98 I — _ — — - - . — - - - - r--- REMOVE CAP AND CONNECT / p / �\ I I I �I P O+00 W P 1+o0N W P 2+00 W P 3+00 W P 4+00-W W P 5+00 W W P 6+00 II �CHRIS G. TO EXT'G B" PVC SDR35 SEWER PIPE. / O STA. 4+55.66 �i/ kk r / SSMH 16 1 11 III I S_ - _ __ __ -- - ---_- _- --�----I I -I III // // # PARK BLVD. STUB ELE. (T.O.P.) ® STA 1+84.50 / /,y STUB ELE. (T.O.P.) 3 I ___ _ _ _ _ _ _ _ 9 E w\ o 0 4960.99 4" SANITARY SVC/ 4 / / 4859.28 I I III I — — — — — — — — — — — —_ _ _ _ _ _ _ °NA / I F- - ti 10.0' MIN. STA 4+51.66 SEPARATION '� /,� c�D III I I I STA. 2+61.12 CITY PARK — — _/ / y® /� / 4" SANITARY SEWER SVC I ! u I STUB ELE (T.O.P.) SSMH #9 DRAWN BY: JPS ®� II I OPEN SPACE I 1 STA. o+ao.00 LOT 1,BLK.6 d 4858.76 LOT 1,BLK.3 I q \ SSMH STA 2+54.00 I REVIEWED BY:JLS \\ SANITARY SEWER SVC I I PROJECT ENGINEER:CGB ��L 0+�QO S L'1+00 W 5�/ / �� I I 1 �Id 1\ � 1 \� \ ® I I I DESIGNED BY: CGB G LOTH GPI'. / _� / / \ \ I• _ 11= _ —— T LOT fl / rip— STA. BLK.6 2+14.82 / SSMH #17 BLK.5 I I LOT 2 \�\ \ I STUB Elf. (T.O.P.) / I I BLK.3 y I I ' � 4959.28 STA 1+59.49 '! EXT'G SANITARY SEWER SANITARY SEWER SVC I ® / CITY PARK r 8" STUB EXT'G 12" DIA. HIGH / LOT Il BLK.5� PRESSURE TRANSPORTATION f'I GAS MAIN / I / rL W LOYAL DRIVE SANITARY SEWER PLAN PARK BLVD SANITARY SEWER PLAN � P-4 HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' pq 4890 ^ OD N 4890 A4 —EXT'G 60" SANITARY iO ro 4890 �a -SEWER MANHOLE d, tO a - m 4890 Py�4y M ® -� v�- EXT'G 12".DIA. HIGH m � a a 4S80 PRESSURE TRANSPORTATION rn N v m a = 3 GAS MAIN N _ 4880 4880� z CI] v 4880 _ UTILITY CONDUITS +cno CROSSING a z 0 -FINISHED GRADE AT- +m oSTORM -SEWER ALIGNMENT SEWER CROSSING co ui FINISHED GRADE AT 4870 WATER SERVICE N z z d g Oj 4870 o ri N ro SEWER ALIGNMENT -CROSSINGS N z - 4870+m UTILITY CONDUITS 0 I o�Zo CROSSING > ` 4870 b ` ir U C) C� 4860 I 4860 WATER NGSVICE _ EG I-I ---'`--- _ 8" SDR35 PVC 236.84 LF S=0-5�0.63% - _ 4860 8" SDR35 PVC 139;84 LF S- ---- - _ ____ _______ 4860 WATER 4850 CROSSINGS = 8" SDR35 PVC 257.12 - REMWE G 8"P e eeAp MH 17 INSTALLED 4850 — WATER SERVICES AND GGNNEGT- NEW 8L WITH COTTONWOOD 4850 __._,• ,„_• ROAD IMPROVEMENTS----- 4850 8" MIN SEPARATION 4840 4840 - EXT'G B" SANITARY SEWER STUB— m VERIFY BURY DEPTH PRIOR TO 4840 4840 a �k4o W CONNECTION. v F� 4830 4830 i^ 0�4 �y 4830 4830 SEWER INVERT EL. - P-z, FINISHED GRADE EL - SEWER MAIN T.O.P.—__ SEWER INVERT EL.- - kZ SEWER MAIN T.O.P. FINISHED GRADE EL. o 4820 4820 4820 4820Lo 0 0m coo : mn Lo L ' mN 0 n a a a m / U0 a0 m m m -0 0m N m N NC7 m m m m W 0 v 5 0+00 1+00 2+00 3+00 4+00 4+75 � � 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50 i SHEET LOYAL DRIVE SANITARY SEWER PROFILE PARK BLVD SANITARY SEWER PROFILE C2"2 VERT.R *SCALE:' 1"1" =10' HORZ. SCALE: 1" = 50 VERT. SCALE: 1" 10'' = COTTONWOODSLTB = i 'III SEWER MAIN �T i PROJECT:17-149 AS B UJ IL < DATE:04/14/2020 w o N p N N NOTES: } L - _ _j I _ _ - - II I 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN m 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR DEAD 3 a SCALE II II ENDS LINES. m 3. II II I I I I 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN ss 5° II II 30' OF B" DEAD ENDS. 1 II II FUTURE R.O.W. I inch= 50 FEET EXT'G 10" WATER MAIN II II 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN I (BY OTHERS) EXT'G PROPERTY LINE II II I ® STANDARDS WITH CLEAN NATIVE BACKFILL. g UTILITY ROADWAY & UTILITY EASEMENT EXT'G BARBWIRE II II I I 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH z EXT'G 20.'0 FENCE TO REMAIN jrE N 00PIPE. o8" DI WATER MAIN UTILITY EASEMENT STA 6 & 6 FIRE SERVICE .N.O.I II „8 x6' HYDRANI I 5. 4" WATER SERVICE U Ir P 6. NAVD 88 DATUM USED FOR HYDRANT ARROW BOLT ELEVATIONS._______ SUBTRACT 21.34 FT FROM NAVD 88 ELEVATION TO OBTAIN CITY SAW CUT LINE (3� � DATUM RELATIVE TO BM 2209 (ELE. = 4848.76') IN LOYAL m S O -- S 00 s 2+00 s 3+00 - STAFFORD AVE.QFgJTURE) S 6+0S 7+00 S 8+00 (7� GARDEN SUBDIVISION.W WI-W w w W -w1 - ---- I_ ' Z SAWCUT NOTE: EXT'G CURB _ _ _ - - -STA 4+27.01 - - -EXT'G ADA RAMP II 8" GATE VALVE STA 6+56.70, 9.51. SAWCUT & DISPOSE OF EXT'G ASPHALT, CURB, & �1 1P.U.E. STA 3+53.67 36" DI HY II STA 7+22.85 rl In ADA RAMP. 3 \ 8"x6" HYDRANT TEE I STA 3+87.09 ASSIB GATE VALVE NT2. BACKFILL WITH NON-SHRINK LEAN CONCRETE FILL. STA 0+00.00 II 8"x8"TEE 3. REPLACE CURB, ASPHALT, AND ADA RAMP TO HOT TAP.EXTG 10" MAIN WITH STA 3+53.67, 9.50' RT II III CAPPED (W) STA I I �-a * CHRIS Q MATCH EXT'G THICKNESS. 10"x8"TEE TAPPING TEE, GATE III 8" GATE VALVE uEs 4: TACK COAT & SEAL ALL JOINTS. VALVE AND THRUST BLOCK. 6" DIASSEMBNY I STA 3+61.01 1 8" GATE VALVE STA 6+81.90 I II II I 5 PE \ 3 *CONTRACTOR TO VERIFY INVERT EXT'G 40.00' EASEMENT 8"x8' CROSS -°�censc� a ® ELEVATION BEFORE CONSTRUCTION._ CAPPED (E&W) Z IIa NII I I I I DRAWN BY: JPS I I I 1 irl I II II I REVIEWED BY:JLS as FUTURE WORK\ - II '� II PROJECT ENGINEER:CGB (BY OTHERS) DESIGNED BY: CGB I II II STAFFORD AVENUE WATER MAIN PLAN HORZ SCALE: 1" = 50' ® � b 44 b P4 4880 4880 ® p o Fa 4870 - 4870 4860 4860 .� _FUTURE GRADE STORM DRAIN STA 3+53.67 STA 6+56.70 CROSSING - STA ASSEMBLY HYD. ASSEMBLY 4850 4850 EXT'G ASPHALT AND BURY LINE 4845.36 BURY LINE 4849.16 �-a CURB TO BE REMOVED EXT'G GRADE 8' BURY DEPTH 8' BURY DEPTH AND REPLACED I ARROW BOLT ELE.=4847.47_ ARROW BOLT ELE:4851.26 b - - - -iq _ -- 8 DI CLASS 51 WATER MAIN 4840 tD� B" DI CLASS 51 WATER MAIN- I 4840 U � +22.85 8" DI CLASS 51 WATER MAIN - - -STA 7 C ' STA 6+56.70- 8" GATE VALVE 4842.07 STA 4+27.01 8"x6" HYDRANT -4853.13 STA 3+53.67 - INV-48'r.'r�- 8" GATE VALVE 4841.19 4830 STA 0+00.00 8"x6" HYDRANT TEE STA 6+81.90 4830 a oPo 10"x8"TEE INV-48-3436- INV 483BA7 STA 6+62.85_ 8"x8" CROSS 1� CONNECT TO EXT'G 10" - 4837.17 4838.03 8" GATE VALVE _INV-ro41.48 °O -WITH TAPPING TEE AND GATE VALVE STA 3+61.01 STA 3+87.09 INV 4841.14 4841. 3 m -HOT TAP EXT'G 10" WATER MAIN 8" GATE VALVE - 8"x8" TEE > k VERIFY BURY DEPTH PRIOR TO CONSTRUCTION INV to3;-�,r INV-ro3i-54 L !�) � H ±INV�834.55 4837.64 4820 im 4820 4837.48 4832.44 WATER MAIN INVERT EL.-- EXT'G GRADE EL. - -WATER MAIN T.O.P. 8 �1 � ® N � 4810 4810 3 O O O> I- N N O N O 1� 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50 "- ���aaa . SHEET STAFFORD AVENUE WATER MAIN PROFILEo HORZ SCALE: 1" = 50' C3°0 VERT. SCALE: 1" = 10' T COTTONWOOD STTB WATER MAIN i PROJECT:17-149 ASB�J�T ILTO DATE:04/14/2020 I LOT 1 LOT 2 I CITY PARK I I I LOT 1 LOT 1,BLK.6 N STA 8+74.16 BLK 2 I OPEN SPACE p CITY PARK Q o 0 0 WATER SERVICE LOT Il BLK.2 BLK.2 I I I LOT 1,BLK 4 I I `� III I BLK.6 STA 8+77.16 I ' 3 N FIRE SERVICE I I I I 3 iI I STA 20+68.37 }o°° o .- I�PROPERTY LINE II 8" 22.5' BEND ® m SCALE STA 9+12.47 I I '� r l I I III I STA 21+ 0 Z o 0 0 8"x6" HYDRANT TEE m I I 2" WATER SERVICE Q o 0 0 STA 20+67.68 _I STA 9+46.85 I I 3 I I 3 I I I 8" 11.25' BEND _ - - - STA 21+80.30 o 8"x8" TEE I '�M III / - _ FIRE SERVICE U - Ii-h= 50 FEHT 29 LF WATER STUB IIJSTALL CAP AND BLOW OFF VALVE ON ,� I V WATER STUBS AND I I m -- 8 Lo LAY FLAT. FIRE SERVICES TYP I IIi- III STA 19+67.06 �a z INSTALL CAP & BLOW ( I 3 I I W 8"x8" CROSS / c S ` (31 O ® - _____ _OFF ASSEMBLY 11 t!J S 21+00 22+00 Q S 22+2 8" DI CLASS 51 1 '.'"i L-J I pa III I STA 19+48.06 // S IM- M- Mi w o WATER MAIN I I V'; ---- STA 9+55.21 \ I I III 8" GATE VALVE / .j/� y� --__ - - o S 9+0" :8" 11.25' BEND \\ I I I f. I _ I O N C) - -�. I. STA 19+40.52 OxQ / - - z j -- - W - W 70+00 \\ I 10' MIN. I 3 I I I I 3 III I 8"x6" HYDRANT TEE S // g w b STA 9+20.29\ S _ - J L _ _ _ _ _ _ � CITY PARK _ _ _ _ _ _ _ _ I \ sTAzo+oa.o6 04 COS I 8" GATE VALVE\ �� g � - -- -- N - - - - - m - _ �� / \\\\ 8" GATE VALVE LOT Il,BLK. 3 a m STA 9+12.47 � 77X00 3 ----- ---- ----- --- --- 19xy1 �. \ \Y\•�� STA 22+25.67 o_ a o STAFFORD AVE. S - ^ \ \ 8" END CAP AND d ✓� I 6 DI HYDRANT \ 1yi-c S c S Ic y-� S S c S / / \ \\\ \\ BLOW OFF ASSEMBLY Z ASSEMBLY S 12+00 S 13+00 S 14+04w, S 15+00 S 16+00 S 17+00 S 18+00 W I I STA 1 25' B 7 W -W- -W=-- - --W T IW W- -W I _=W-- - - - STA 19+40.52, 9.80' RT ' 8" 11I2\BEND:_ - 6" DI HYDRANT ASSEMBLY - - - - - - - \\ \", \\ FONT N I I STA 11+75:56 0 - - - - - STA 18+75.47 @\ o I 8" 22.5 BEND STA 12+81.60 STA 13+90.65 STA 14+80.65 STA 17+20.95 8" 22.5° BEND Q\\ \\\\\ BHDS G eau 8" GATE VALVE I q WATER SERVICE 8" GATE VALVE � I 8" GATE VALVE a \ � LOT 1 STA 10+31.37 I 3 U I STA 18+28.61 \ FIRE SERVICE STA'17+39.95 $LK 1 11 1 STA 12+84.60 I k+(� I 8"x8"TEE I I ro STA 10+28.37 FIRE SERVICE P4(a. 8" 11.25° BEND y\ S '�' \\�� LOT I / \ I STA 14+24.65 I `\\ �. \ \ '� WATER SERVICE '�U] STA 17+80.95 8"x8" CROSS 6 I LOT 1 8" GATE VALVE I LOT 2 \ \\ \ BLK 5 N I STA 10+16. I I OPEN SPACE LOT 2 I 3 I BLK 3 BLK.3 ��\\ ?�, \� DRAWN BY:JPS 8" 22.5° BEN i / LOT 2,BLK.I BLK.1 I OPEN SPACE �•' \� REVIEWED BY:JLS LOT 1,BLK.3 \ ®\\ \\ \ \ PROJECT ENGINEER:CGB DESIGNED BY: CGB STAFFORD AVENUE WATER MAIN PLAN NOTES: HORZ. SCALE: 11" = 50' 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR DEAD ENDS LINES. 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 30' OF 8" DEAD ENDS. 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN STANDARDS WITH sA CLEAN NATIVE BACKFILL f�a 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH PIPE. 5. 4" WATER SERVICE & 6" FIRE SERVICE, U.N.O. �! 6. NAVD 88 DATUM USED FOR HYDRANT ARROW BOLT ELEVATIONS. b SUBTRACT 21.34 FT FROM NAVD 88 ELEVATION TO OBTAIN CITY DATUM kP�1 RELATIVE TO BM 2209 (ELE. = 4848.7l IN LOYAL GARDEN SUBDIVISION. PIP� _y F_ 4880 4880 oq�o�+ 1, STORM DRAIN- END TRACER WIRE- � F-1 CROSSING- ® W STA 19+40.52 ® �+ IN 4870 #14 AWG TRACER WIRE HYD. ASSEMBLY STA 20+67.68 ® k� 'BEGIN TRACER WIRE STORM DRAIN _ SEE DETAIL 5/C6.4 BURY LINE 4864.52 8" 11.25' BEND 1 4870 .� STORM DRAIN CROSSING 8.5' BURY DEPTH INV 4858.07- - �e + FINISHED GRADE AT WATER MAIN- CROSSING - BEGIN TRACER WIRE -ARROW BOLT ELE4866.56- 00 ® �- = _ -STA 20+68.37 ,� f'Pi 486n STORM DRAIN 1 - - _ -_-- - - NV 2'a.5To�,o-BEND_- -- A 9+12.47 F U HYDT ASSEMBLY - CROSSING EXT'G GRADE - - - _____ -4858 07 - 4860 BURY LINE 4853.72 - - - _ _ - _ _ __ STA 22+25.67 - - _ - ---� 0 z END TRACER WIRE___ _ (� 8.5' BURY DEPTH- - - - -#14 AWG TRACER WIRE -- - - BLOW A ARROW BOLT ELE.=4855.90-- SEE DETAIL 5/C6.4 8" DI CLASS 51 WATER MAIN-_. _-- - - -` --_ -��- -STA 20+08.06 - 8" END CAP AND- - _�... - _---- - -- 8" GATE VALVE W 4850 _ --- -- - -- - -- -- - - o INV ia5639- -486836' T- I - - - -- __ -----------8" GATE VALVE � - - _ - -- -------- INV "�T4853.14 - - - _STA 10+81.07 ----------- ---------- - ---- _STA 14+80.65_ -1 -_ 8" 11.25' BEND 8" GATE VALVE STA 17+39.95J E-1 Cf� INV "�.� STA 13+90.65- INV "-oar 8"x8"TEE- 4840 STA 11+75.56 s� 4847.39 -B" GATE VALVE _ 4851.33 INV 4853.25 4840 STA 9+12.47 - 8" 2484 BEND INV�3 SEWER NEW SEWER MAIN INV�Fa48:+9- _ -- STA 17+80.95- 8"X6" HYDRANT TEE 4850.53 CROSSING_ 8" GATE VALVE-- INV a - _4848.28 -4845.05 - STA 14+24.65-- INV "�or`.T4853.72 -- - STA 19+67.06 8"x8" CROSS I - -8'k8" CROSS M 4830 STA 10+16.86 INV 4851.89 STA 18+28.61 INV�35 4830 .STA 9+20.05- 8" 22.5' BEND 4850.87 8" 11.25' BE _4856.36 8" GATE VALVE- - INV�� INV to`�4854.33 STA 19+48.06 STA 9+55.21 4846.47 STA 18+75.47 INV 845.22 -- --8" GATE VALVE V40 U] ao 484522 8" 11.25' BEND 8" 22.5' BEND INV 4856.07 m 1� 4820 INV "-.�.vr INV ro�8-�- <" B` 4845.52 4855.81 4855.19 4820 -STA 9+46.85 STA 19+40.52 b �y -a"xS"TEE -8"x6" HYDRANT TEE- INV "�o�& INV 484:43 FINISHED GRADE EL. WATER MAIN INVERT EL 4855.74 - 4810 ---- ---- -- 4810 V D ® - m N N 1.0 m M m r` m m N O) O m m d- } �{'� m N N W ^ r m m W d' N �U �(] N m m m m N W N n m m m T O lio N m I� W �a 0 w ti 1. d' d- . d- r a a d- d- <r .r a a a m coo m co n m d' a a a m ® - m m m m m m m m m m m m co m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m _ C 0 a � d- .+ a a b 8+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+30 �! o0 STAFFORD AVENUE WATER MAIN PROFILE SHEET HORZ. SCALE: 1" = 50' ��"� VERT. SCALE: 1" = 10' 7 COTTONWOOD SUB WATER MAIN rAS BUI�� 5 PROJECT:17-149 DATE:04/14/2020 SCALE SCALE 0 No 0 so ioo p�N I� N O 1 inch= 50 FEET 1 inch 50 FEETy m o 0 JAI' OPEN SPACE LOT 2 I III d I LOT 2 LOT 3,BLK.1 BLK.1 I ) �4 U I' BLK.2 Rj wW jRI I N - - - - - - III III CITY PARK oz LOT 1 BLK.7 p III I STA 4+57.03 STA 8+68.04, 17.50' LT IQ INSTALL CAP & 9SANITARY SEWER CROSSING BLOW-OFF ASSEMBLY I m III 8" DI HYDRANT ASSEMBLY y I I 10 0' MIN. T m -;IA 0 n4 its, 1 i ,a' LI _ _-_�JI °111, I I �L�����I ROADWAY 'I h STA 5+02.69, 17.50' LT SEPARATION Is" Di IY1)RAN1 Ass I MHI v _16" DI WA r Mnwll_ - - - - - - 8" DI HYDRANT ASSEMBLY_ - - - - - - - - - - s4'- - - - I Jl l(!! Q LAY FLAT- - - - ----- ��,- -a_- ----= ---- o w - -w w wl w l w w w -+-w -�w -F ____° ------------.--- ---�I --- wc 1+00 WG 2+00 WG 3+00 WG 4t00 WG 5+00 WG 6+00 WG 7+ W IW w wl W I tJTq A C. os s s s s s s s s s s - s s s -s +a2 RESORT DRIVE p o I W.GARFIELD 5T - III STA a+so.as 0+00 1+00 1+93 ------------ gm 8" GATE VALVE -----_-_-_-_-_-- "' -- r r ---- -. -- - _STA 1+92.37 o STA 0+96.19 lu STA CAP 0+0 AND _ - 8" EN OFF ASAND SEMBLY A v 8" GATE VALVE - D _ -i= -R - - _ - - SLOW-OFF FDASSEMBLY �111 cexs" T 11 ' - = - - - III - J - - - - - - - - - - - IN BLVD ll1 (( 3 IN BLVD 1 STA 2+13.55- - - STA 4+27.03 �,� IA 5+02 69 O STA 8+68.04 !/ STA 0+84.98 8'x8' CROSS 8° GATE VALVE �I 11 H'x� HYDRANT TEE 3.7 I I STA 1+49.75 c 8"x6" HYDRANT TEE 8" GATE VALVE DRAWN BY:JPS THRUST 90' BEND WITH STA 4+46.03 STA ANT TEE I U 8' DI WATER MAIN � =II IIIIIIII I:- I':9� I I I THRUST BLOCK w i,1i __ I 8"x6" HYDRANT TEE I \ \ L=64' 8"x8" CROSS 'I I I cflhl�i � -- STA 9+11.93 I, ,TA h+87.03 I STA 1+08.76 REVIEWED BY:JLS a LAY FLAT I III I ► I 8 GATE VALVE 8" END CAP AND I P,eh 18"x8"TEE INSTALL CAP & 'I L- -J BLOW-OFF ASSEMBLY STA 0+83.73, 9.25' RT I a cn PROJECT ENGINEER:CGB o BLOW-OFF ASSEMBLY 'I 6" DI HYDRANT P�9EMBLY rn o o I III III I as W I DESIGNED BY: CGB W CITY PARK ,1�,mill CITYPARK 13GATE VALVE I I I LOT 1,BLK.6 (� LOT 1 I T LOT 1,BLK.4 I I I o 9 BLK.3 I R I _ I - CITY PARK ! I d l I f I LOT 1,BLK.4 NOTES: W.GARFIELD ST.WATER MAIN PLAN RESORT DRIVE WATER MAIN PLAN HORZ. SCALE: 1" = 50' 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' OF 0 pi FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR DEAD ENDS LINES. HORZ. SCALE: 1" = 50' r-1 C) r=I 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 30' OF 8" f--9 w DEAD ENDS. > 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN STANDARDS WITH P1 CLEAN NATIVE Bi d a 0 c 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH PIPE. !� Z 5. 4" WATER SERVICE & 6" FIRE SERVICE, U.N.O. 6. NAVD 88 DATUM USED FOR HYDRANT ARROW BOLT ELEVATIONS. SUBTRACT 21.34 FT FROM NAVD 88 ELEVATION TO OBTAIN CITY DATUM ® Z RELATIVE TO BM 2209 (ELE. = 4848.76') IN LOYAL GARDEN SUBDIVISION. Q 4880 4880 4900 4900 cc EXT'G 12" DIA. HIGH STA 8+68.04 PRESSURE TRANSPORTATION HYD. ASSEMBLY- 4870 GAS MAIN FINISHED GRADE AT BURY LINE 4862.49 4870 4890 4890 WATER MAIN STA 5+62. 9'4 BURY DEPTH STA 0+83.73 HYD. ASSEMBLY BLY ARROW BOLT ELE.=4864.61_ HYD. ASSEMBLY --STA 0+84.98 - I BURY LINE 4860.64 BURY LINE 4867.62� EXT'G GRADE 7.5' BURY DEPTH WATER EMAINADE AT --HYD. ASSEMBLY -- 9.5' BURY DEPTH - - BURY LINE 4854.75 STORM DRAIN ARROW BOLT ELE.-4862.74 - - - 4860 CROSSING - - - - - - - - 4860 4880ARR0W BOLT ELE:4869.67 4880 8.5' BURY DEPTH _ _ _ _ ARROW BOLT ELE.=4856.91 � - -tO -- - _ CLASS 51 WATER MAIN-'- - STORM DRAIN STA 8+60.89- 4850 - CROSSING - - ---__ __ - --- 4850 4870 4870 1_ __ " ---- V - STA 5+02. -8" GATE VALE - STA 0+01 00 STA 1+92 7 - _ ----- INV#653#& , - :STA 2+28.62 ---- ---- -- 89 4853.58 8 END CAP AND _ _ _ - 6 END CAP AND - STA 4+27.03 ;�--- --- BLOW-OFF HYDRANT-I -- BLOW-OFF HYDRANT --- - SAN SWR XING aa- -NEW SEWER MAIN _STA 0+96.19 8" GATE VALVE- =� __ -8"x6 HYDRANT TEE STA 8+68.04- INV 48 8�4859.82 _- INV "" �1 N 8" GATE VALVE INV-4856 5 INV 4851.87 4851.08 8"x6" HYDRANT TEE 4862.11 4840 STA 2+13.55 INV"+853#� 4840 4860 4860 W INV-iB46:36 4846.19 4850.85 m S"x8" CROSS- I - -4853.58 --- -STA 1+49.75 -STA 0+84.98 INV r}84�91 _ _STA 4+87.03 - _ - ppQ STA 4+46.03- STA 9+11.93 -8" GATE VALVE - �1 _8'x6" 90' BEND 4847.78 8" GATE VALVE STA 0+83.73---- ., m t` _INV�}846}5 8"x8' CROSS NV 4851 6S 4850.77 NV�w yr p� INV,48i56.% 8' END CAP AND 8"x6" HYDRANT TEE-- 4861.32 fie > 4830 -BLOW OFF ASSEMBLY-- V 4646.15 4850.87 STA 4+57.03 INV 4883.69 4830 4850 INV q859.84 STA 1+08.76 4850 SAN. SWR RING 48189.7 r!q pa p 4853.86_ - INV 4 TEE � STA 0+89.76-- INV i869-26•- - -8" GATE VALVE - 4860.29 = o INV 4868-B6- W a " 4820 4820 4840 4859.82 4840 ® W _ WATER MAIN INVERT EL. _WATER MAIN INVERT EL. ® U FINISHED GRADE EL. _WATER MAIN T.O.P. FINISHED GRADE EL. __-WATER MAIN T.O.P. 4510 4810 4830 4830 O N N N M M mio N M MH 1� M N N r O N N rr N r co o N N M N O O O r O r M i� Ci 1 4 0+50 1+00 2+00 3+00 -4+00 5+00 6+00 7+00 8+00 9+00 9+25 0+00 1+00 1+93 1 SHEET IN W.GARFIELD ST.WATER MAIN PROFILE RESORT DRIVE WATER MA PROFILE C3.2 HORZ. SCALE: 1" - 50' HORZ. SCALE: 1" = 50' °i COTTONWOOD SUBVERT. SCALE: 1" = 10' VERT. SCALE: 1" = 10' r WATER MAIN PROJEC7-149 AS B 5I:T ry DATE:0T:14/202 Ills JI � DATE:04/14/2020 Fw- N N N LOT 2 \ \ I R CITY PARK �I II II I SCALE BLK.3 sTA 4+as.os \� s \ 3 22 o SCALE LOT 1,BLK.4 r 10° I ar I I 1 II .li I ° ss 8" GATE VALVE ykp0 b8\\ \ o 1 inch= 50 FEET B �I, ' 1 inch= 50 FEET / p 0 / z 4 11II �; o � .� � �. � / �s 0 9 LOT 1 STA 0+35.00, 9.53' LT 10.0' MIN. P w BLK.3 I I I 6" DI HYDRANT SEPARATION 1 ASSEMBLY Q f �I�� �' STA 0+21.40, 9.53' LT �� / \ 'v � z - - - - - - - - - - - - - - - - - - - - - - - - - - '� °' 6" DI HYDRANT ASSEMBLY BLOW-OFF ASSEMBLY- �� gV) (� C� I � - STA 5+08.09 \, N N 8"xB" CROSS ��' � A 0+4 .40 P O+00 P 1+00 P 2+00 P 3+00 P 4+00 P 5+00 P 6+ 0 �- Q 2" WATER SERVICE 8" DI WATER p �p Ii W -I W W I W W WI W W W -�W -�W f W I� Q „ MAIN STA 0+49.4 _ y a a ®PEN SPACE s S S S s PARK BLVD. 8'SGAA+89.7883 P 6 II 9ATE VALVE FIRE SERVICE ® 'LAY n IT y LOT ll,BLK.3 - - -- - ---------- ---- I o / / / / U I d �- _ z ROADWAY -� -.-« 8 x8 TEE � � 1i - 10.0' MIN. �o / W - - - - - - - - - - - - - - - - - - - - - I� F- -SEPARATIONS \.�, '� / BLOK.S ; - ' - STA 0+35.00 STA 1+24.68 CITY PARK 0 C-� ��` - ---- - / / ROADWAY (� 8"x6" HYDRANT TEE FIRE SERVICE M' LOT 1 BLK.6 U C�qo L 1 I I � I e ,�.��- w � II � W I A / I Ln �� STA 0+30.00 A l+21.68 I I In i i/2.57 3 * CHPoS G I B" GATE VALVE 2" WATER SERVICE I � S S 8"x8" TEE ° Pe B DESK 1+49.01 WATER STUB III I i g" S CITY PARK 25' BEND LOT 1,BLK.5 STA -0+11.00 STA 0+21.40 STA 1-T47.43 "(( 8"X8"TEE LOT 1 8"W HYDRANT TEE 8" 11.25' BEND / I DRAWN BY: JPS BLK.6 LOT 2 C, .j" j I STA 0+16.42\\V\ � �r A STA 1+10.54 / I BLK.3 \'@'\ \ \ 1" I I I REMOVE EXT'G CAP, FIRE SERVICE e / I REVIEWED BY:JLS BLOW OFF ASSEMBLY AND 5' j1A1' \ I OF EXT'G WATER MAIN. ADJUST STA 1+07.54 / C� I PROJECT ENGINEER:CGB �^ LOCATION TO AVOID CONFLICT WITH WATER SERVICE / I \ 'I I I DESIGNED BY: CGB 12" GAS UTILITY AND GATE VALVE RISER. / I CONNECT TO EXT'G 8° WATER MAIN WITH 8" GATE VALVE. CONTRACTOR TO VERIFY ELEV. BEFORE INSTALLATION. I PARK BLVD.WATER MAIN PLAN LOYAL DRIVE WATER MAIN PLAN HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" 50' NOTES: 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR DEAD ENDS LINES. (tea 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 30' OF 8" DEAD uy 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN STANDARDS WITH 04 CLEAN NATIVE BACKFILL. 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH PIPE. pq 5. 4" WATER SERVICE & 6" FIRE SERVICE, U.N.O. 6. NAVD 88 DATUM USED FOR HYDRANT ARROW BOLT ELEVATIONS. SUBTRACT rn 21.34 FT FROM NAVD 88 ELEVATION TO OBTAIN CITY DATUM RELATIVE TO BM I� 2209 (ELE. = 4848.76') IN LOYAL GARDEN SUBDIVISION. ® 4890 4890 4890 4890 -EXT'G 12" DIA. HIGH W PRESSURE TRANSPORTATION - -GAS MAIN CROSSING STA 0+21.41 4880 4880 4880 HYD. ASSEMBLY 4880 -BURY LINE 4866.40 FINISHED GRADE AT (� STORM DRAIN - __ 9.0' BURY DEPTH WATER MAIN- -CROSSING FINISHED GRADE AT _--ARROW BOLT ELE.-4869.55 STA 0+34.96 WATER MAIN--"- -- #14 AWG TRACER WIRE EXT'G GRADE 4870 HYD. ASSEMBLY 4870 4870 SEE DETAIL 5/C6.4 - END TRACER WIRE 4870 BURY LINE 4862.83 EXT'G GRADE A-I -- 8.5' BURY DEPTH - -- ARROW BOLT ELE.-4864.92 - - _ -- - - - -- 4860 1 1 4860 4860 4860 8" DI CLASS 51 WATER MAIN-- --- S 1 _ STA 5+89.78_-- BEGIN - _ ____ -_--_ -- ---- _-- - TRACER WIRE STA 1+47.03- ___ _ -- ------- ---- 8" GATE VALVE - NEW SEWER MAIN INV 4859.9i 8" 11.25' BEND -- - STA 4+89.09---- 4850 4850 93 STA 0+35.00 - 4859.74 4850 INV�856.87 STA 1+72.57 8' GATE VALVE 4850 8"x6" HYDRANT TEE NEW SEWER MAIN STA 6+08.83-- - 4856.87 NV84g56E80 - INV 48i8b6c56=- ky-�1 f\ 3TA 00+485439 4854.32 -..I INV"x8"TEE 484866 -- _-STA 0+21.40 I -S A22.549BEND STA' 8 x811 CROSS U m -STA 1+24.76 00 S"x6" FIRE SVC TEE 4840 8 GATE VALVE INV 4854.91-4855.16 4840 4B40 8 x6 HYDRANT TEE INV iass.95 INV i$56:33 4g4p Q G\ INV .864.29 4854.29 _INV 4857.31 4857.13 4856.36 _ r 4857.24 �^ SANITARY SEWER_ m CROSSING -STA 0+16.42 4830 STA -0+11.00 4830 4530 8" GATE VALVE 4830 s 8"x8" TEE CONNECT TO EXT'G .4 �o INV i_8b3_i9_ 4853.10 8" WATER STUB a _WATER MAIN INVERT EL. INVi857-:89 WATER MAIN INVERT EL. ' FINISHED GRADE EL. _ -WATER MAIN T.O.P. 4857.13 FINISHED GRADE EL. _-WATER MAIN T.O.P. ® Qpq 4820 4820 820 4820 ig W a pDppI'D M sY Oni O 11 r QM1 Oi n © M - a 1Lq M r co n N r M N M ^ C, ^ w � n nn n � n N10< N if t V �[ a P ®� 00� a � � � �o- a N Q �T � bN - -0+250+00 1+00 2+00 3+00 4+00 5+00 6+00 6+25 0+00 1+00 2+00 3+00 4+00 5+00 5+25 SHEET PARK BLVD.WATER MAIN PROFILE LOYAL DRIVE WATER MAIN PROFILE C°y° HORZ. SCALE: 1" = 50' COTTONWOOD SUBHORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 10' VERT. SCALE: 1" = 10' WATER MAIIN PROJECT:1 AS BUILT ! DATE:04/14/202 0 4\N O N � I I.pq aII Zoo SCALE I inch= 50 FEET ---- NA ID 8 I - STAFFORD AVE. ern CITY PARK \ aj PLAYGROUND AREA (SEE PARK PLAN)�'\ / LOT 1 BLK.4 I AND \\ / z M I I PAVILION STRUCTURE (SEE ARCH.) OPEN SPACE DASHED LINE ° \Fss \ \\ \ z I LOT IBLK.2 III 2 �� I �U I L �\ \ r� ��0 0 I ' \ lill EXCAVATION LIMITSI \) 4865\ EXT'G cPS LOT I a I \\ I��II AND SHADED AREA / ( � LOT 1 CONTOUR Q I III I 1 \ I INDICATES BACKFILL / \ __ \ \\ BLK.2 / I �� III GRAVEL AREA (TYP.) \ \Y \ _ BLK.6 _\ i� _ WRIS G. \ I R(S' - \ PE \ / 30.0' OPEN SPACE \ II Ss I \ - R-TANK UNDERGROUND STORMWATER DETENTION FACILITY#4. 1,255 SINGLE HD MODULES (SEE DETAIL 1/C6.5) N I STA 0+36.30 I LOT 2 I \ I �I FOOTPRINT AREA = 3,867 S0. FT. CURB INLET 4 I \ BLK 2 III / �3. I II I EXCAVATION AREA = 4,600 S0. FT. STORM SEWER STUB SDMH 7 \,COMBO MANHOLE INLET I \ III II I ( (SEE SHT. 4.2) S \ / I L_J BOTTOM ELEV. 4857.5' -� / DRAWN BY: JPS \ \\ \\STA 1+121.81 \ \\ III 12" MAINTENANCE PORT- 3 TYP. - 0+00r/---' / / 4+60 /�% REVIEWED BY:JLS \ \ I CURB INLET 5 `II II J�-\ (SEE DETAIL 5/C6.5) -1 \ N I // / \ `'1 + /'// I\ PROJECT ENGINEER:CGB \ \\ \ COMBO MANHOLE/INLET' I� \ I II i I I STA 0+43.06- I '� 5.0' MIN. r \ ,STA SDMH 5 SEPARATION / - - _ SDMH 3 I y� \ \ I 48" OCS 4 \/ �pp DESIGNED BY: CGB 1 5.0' MIN. \ �_ \\ 18" PVC- \ I I /-� / _ `SEPARATION I \\ �I \ - -I� (SEE SHT. C4.1) _ - STA 3+50.38 --r 0+00-- - 1+00 15" PVC CAP I l �- STA 0+69.71 SDMH 6 / / \ 1 I\ STORM SEWER- 0 _ _ ! 7.0' OF 15" PVC I - } r CURB INLET 12 1+00 2+00 7-3+00- / S L S STORM SEWER STUB / COMBO MANHOLE/INLET _ _ - / I W � - �\ INV. 4851.95' / I C _ ,L f -S /f' \/ \ •� \ \ W \ ( SLOPE 0.75% \ / o \ --+-SEE C4.3= - �� WS S W W S W S W-STAFFORD AVE. \ 15 PVC�r 2+50 -1 STORM SEWER �-�� h'. \- S "� I - -f- ---- �_- _---_ \ \ \SEE C4. \� S ----1-I ---- - `\- � STA. 0+69.7 URB INLET 11 - 15" PVC T�'G 48" SDMH I r ' I \ \ \ 3 \ \ 24"zI36 INLET \T\ \ EWER OPENSPAC/E STA 2+06.46 STAFFORDAVE. TBC486171 STORM0.5 � LOT 1,BLK.3 CURB INLET 6\ INV OUT (E)4857.53 PROPERTY COMBO MANHOLE/INLET W W LOT 2 LINE BLK.3 P., I 30' \` \\ �I - - I - BLK.3 STORMWATER LOT 1 I \ LOT 2 I I (�] I I EXT'G I I / orn I I / 485 / / / 0.0' OPEN SPACE 7 3F B . EASEMENT CONTOUR \ (� e� OPEN SPACE J/�I . ® N \30.0' OPEN SPACE. LOT 2,BLK.1 U r STAFFORD AVE.SOUJTH STORM SEWER PLAN 1 \I c I - I� •�`\ \ 44 HORZ. SCALE: 1" = 50' STAFFORD AVE.NORTH STORM SEWER PLAN HORZ. SCALE: 1" = 50' STA .43, SDMH 7 RIM 4864.26� m - 15" INV IN-4868:83(S)4860.03 a 15" INV IN 4869.03(E)4860.03 4880 n n-o ro 4880 18" INV OUT4860.93(NW)4860.01 �Y O O �� w W MN 4890 -a a-� z -�� ? vWi" 4890 _R-TANK HD STORMWATER ? -m w -m _DETENTION FACILITY #4 oo^ 4870 n - - U STA. 2+34.06, SDMH 3 -ST. 0+43.06,(SDMH 5 m N -RIM 4856.65 x FINISHED GRADE oo - m1p F- o m _75" INV IN 4851.96 5 4851.84 4880 -RIM 4862.10 } 4880 r:m- H rn m,6 z o- ( ) 18" INV IN 485Z- (W)4857.54 FINISHED GRADE N OVER STORM m _N<r.?o _EXT'G _ v� _-15" INV OUT "�4 (NW)4851.84 OVER STORM 'o ALIGNMENT n�zz.o _+o�j GRADE Ndm-.zz_ 15I" INV OUT "I�.`0 (E). 57.54 -SEWER ALIGNMENT �. (e oa-zz-z ¢U._ - o�z~ I� 4860- ¢ d�, - rm -4860 TBC 4861.70 9. 1, CURB INLET 12 I +i+i.>o m u)in m N 4870 M KZ_ 4870 (� - - 15' INV IN-4857.68 (W)4857.67 EXT'G GRADE -18" INV O 4857.6(S)4857.7. _N�.oo o�- 18" INV OUT 485�6&(E)4857.66 4850 2' MIN. 4850 _ �j. a xn N COVER- -- 4860 - '--- --- .. _ _ - - 1 - - 4860 0 90 LF 15" PVC 0 0.71% _ ---� _2' MIN._-_ - 194 L.. 18" PVC ® 0.53� COVER_ Z/4� 4840 26 LF 15" PVC ®�7570.62% 4840 5 LF 15" PVC ® 0.0% _ NG=48" SDMH- h� 23 LF 18" PVC " _ 7 LF 15" PVC ® 0.75%� 4850 ® �0•�% INV.d858-69 4858.70- z ® W 4850 0 z N 81 IF 18" PVC ® 8.511%0.64% 72 LF 15" PVC ®�%0.92% APPROX. HIGH o ® W GROUNDWATER TABLE i 4830 4830 4/13/2018 EXT'G GRADE_ FINISHED GRADE 89 LF 18" PVC 0-8:99.%0.88% EXT'G GRADE _ FINISHED GRADE 4840 4840 �. 4825 O4825 a N N f O rn CCdDp- UsDt NN td0' d- Od' Il ON(O Nst0F UNndq)' dOc0- 0NN0 rdO(O' N mp m N oo 0 w N m 0M(O dNNW)) m D N 0 C D o m m O m a of0p NtC0p tdfa700- %} SHEET 1 O N cq cr m 't O W O 0 t ON O! 0 O 0+00 1+00 2+00 3+00 4+00 C4"0 0+00 1+00 2+00 2+50 STAFFORD AVE.SOUTH STORM SEWER PROFILE T COTTONWOOD SUB STAFFORD AVE.NORTH STORM SEWER PROFILE HORZ. SCALE: 1" = 50' STORM SEWER HORZ. SCALE: 1" = 50' VERT.SCALE: 1" = 10' s JECT:17-149 VERT. SCALE: 1" = 10' j� T PRO 6 DATE:04/14/2020 lJ O O N MODIFY EXTG 60" OCS 2: ADD 1.8 V.F. TO o N N N STRUCTURE, MODIFY 12"X18" OPENING TO CONNECT TO R-TANK WITH 3;5 LF OF 18" PVC o 0 AND REPLACE EXTG WEIR WITH NEW WEIR RIM 4854.2 }m (SEE DETAIL 4/C6.4) 3 Q O O O SCALE �/ 111 I h �;of // REPLACE EXTG DETENTION POND WITH R-TANK UNDERGROUND /� o / !-� STORMWATER DETENTION FACILITY#2. o so I I I ICI OPEIN SPACE � 220 DOUBLE + MINI HD MODULES (SEE DETAIL 4/C6.5) I I nl L O I S 1134.11C.fl. FOOTPRINT AREA = 678 SQ. FT. / EXCAVATION AREA = 940 SQ. FT. l inch- SO FEET \III '�I r- u / BOTTOM ELEV. 4849.1' (MATCH EXTG DET. POND) _ DATUM II 11 I // /1 1. /_ I •I NAVDss III' tl Pvc®s%t5J 14 (Wry III I �\ ?� -- o I V l x 1 ;o" RCP _ 1 111 J 0 uIV!NI (OUIFALL II 48" OCS 3 LOT2 _ -1 �II I ��/ ��h� ce o 0 0I ul II NTION I RIM 4866.3' I _ / Ln 0 BILK I � LOT 2,Incu11 i/2) 15" INV. IN (E) 4851.5' III �_-� yo ij E / r�� I J ! I i 15" INV. OUT(W) 4851.2' --- I /� BLK.2 I 0+00 R-TANK UNDERGROUND STORMWATER DETENTION FACILITY#3.� 11, I I / a a 1,084 SINGLE + MINI HD MODULES (SEE DETAIL 2/C6.5) ' '_12" MAINTENANCI- PON I IYI , '��I `I FII� FOOTPRINT,AREA = 3,338 SO. FT. p (SEI DI All /C6 ) T �' ! �1; f I ,EXCAVATION AREA = 3.825 SO. FT. I Z / I I 1': I BOTTOM ELEV. 4851.5 --'�`�-- 11 IL jI 1 8" PVC CLEANOUT(SEE DETAIL 4/C6.6) I IN::I AI Lj ISDMH 4 AN 4 II - - - - - - - ` - - - - - - - - - - - - NTA S 1\ \ AND � � 8" PVC - \ \ CONNECI 10 EXT'G 18" RCP. \i CLEANOUT(SEE S-A 0+92.75 N CHPIS C. \ \ 10 RIM 4854.14 Lj DETAIL 4/C6.6) CURB INLET 7 1 I 18" INV. IN 4849.10' (W) COMBO MANHOLE/INLET / .STA 3+68.05 __ R-TANK UNDERGROUND STORM WATER sre I 18' INV. OUT 4849.10' (E) W l4- 1+00 •• / W W 'CURB INLET 10 �� DETENTION FACILITY#4. /CENSER ` S \ S s�/I-W.GARFIIELD ST.- S COMBO MANHOLE/INLETS - S (SEE SHT. C6.5) I I INSTALL 4 LF 18" PVC. / \ I II CONNECT SDMH 4 TO \ \ 2+00/ 3+00 / R-TANK i(6 4+00 +uu �nlll� � h h ,� DRAWN BY: JPS STA 1+38.75 7 ' - REVIEWED BY:JLS J I� 85 L.F. OF 15" - - T I l REMOVE EXTG FETS, CURB INLET 9 _ _ _ _ AND RIP RAP PAD -PVC STORMMANHOLE/INLET !00 5+75- - - - - - -- / COMBO T +' /' PROJECT ENGINEER:CGB I I SEWER 00.5% ) / ff�� i DESIGNED BY: CGB A r III11^Ili \ \�485\4.9 \ i I Iti !18" PVC CAP STA 4+57.38 I STA. 1+38.75, CURB INLET 8\3.0' OF 18" PVC 48 INCH 4 I I ' J! / / \-/ 486A COMBO MANHOLE/INLET STORM SEWER STUB ETAIL 4 6 L--7 (SEE D O INV. 4852.25' 0+69.73, CURB INLE. STA 0+69.71 15" INV OUT . SLOPE 0.75% I\'12" INV IN r800A3 (W) 4850.42 24"36" INLET STR. CURB L 12 CITY P1 A- RK 4861.71 COMBO MANHOLE/ 15" INV OUT 4657.84 (E) INLEf' LOT 1,BLK 4 IIII / / - F I,I���I ®25 LF 12" PVC ®a.7% LOT 1 1 I I F ^ �t) BLK.3 \ \ I III f + ® r� II 0 jll o STA 1+23.75, CURB INLET SA S5 \ \ ] + / �� I TBC 4854.38 \ \ \ 1 I I N I/ STA 0+43.06 __k�� h� IjII I ', 11 I III 12-�� 44 12' INV OUT 48-4851..68 (E) \ \\ \` 1 `1 I �I I I /I SDMH 5 / -- W.GARFIIELD ST.STORM SEWER PLAN FF�� HORZ. SCALE: 1" = 50' I� ® o4 4890 4890 L R TANK HD STORMWATER o,M- -DETENTION FACILITY #3 0Ld Ln U a- Ins- 0`8cl- I�; ��- �Z- u (d� 4880 -O c4N Lo z v3 Z 4880 ? U _ FINISHED GRADEI- OVER STORM SEWER- o N !- is Z� 4870 -U °I o in -0 4870 ALIGNMENT o rn'?0 +� _ �n S- Lo In - n a. _ � -TANK HD STORMWATER i ffl+ z -6 ��0_ EXTG GRADE d 0, _ DETENTION FACILITY #4 2' MIN. I m u�i n 4860 F 4860 b O In 10 oo oo 225 LF 15' PVC ® 1 548% .0 LF 15" PVC ® 0.00% � 0D 4850 4850 a _ APPROX. HIGH € b r4 ['M e�➢ 85 LF 15" PVC ® 2.12%2.28% GROUNDWATER TABLE 91 � = ' 33 LF 18" PVC ®6139%1.00%- 4/13/2018 $ >4 � 42 LF 18" PVC ® 8.98060.83% 4840 4840 3 EXTG GRADE FINISHED GRADE a ® c 4830 4830 G W co u) N f, m M M M O M d- N u7 O `- M O O O Q a m y� N N M Il M n r N Lo M O 00 V) M O o A N N � M M r ' M o Lo d. vi w vi 0 10 1 n co oo co m of a; o 0 of o 0 0 0�0 0�0 am u) o0 W a�0 0�0 0 Lo �0 0�0 N In m N m N 10 c0 t0 �O - OD v a a® a s a s a s a d a oo r 0+00 1+00 2+00 1 3+00 4+00 5+00 5+75 SHEET W.GARFIIELD ST.STORM SEWER PROFILE C4v HORZ. SCALE: 1" 50' VERT. SCALE: 1" = 10' COTTONWOOD SUB 17-149 T �° 9� STORM SEER ASB�l.J IL JL g DATOE:E04/14/2020 v5 II II WNO it I I >� 1111 pNN I� � I s - PARK BLVD. � ' — -- to i F 3 a SCALE m 0 p p 1 inch= 50 FEET DATUM NAVD 88 J = I N z U o U N VI / I Kz fn 4563 A a < STA -,irs3 uo 4+26\ SDMH zQ �N- J III II LOT 2 \,\15" PVC CAP I __ -__ // I ��- L = CURB CUT TO I III ELK 3 /\ ,l 'R�� 7.9' OF 15 PVC / / EXT'G 20' PUE I -__ SIDEWALK CHASE II N i STA 3+42.32 ,�� � ,STORM SEWER STUB � I / � TO REMAIN � I � CURB INLET 15 � � INV. 4860.09' i � / --p0 CITY PARK l I cenrsc COMBO MANHOLE INLET ,LOPE 0E30% ✓ �/ I I III I ewcs. / / �' LOT 1,ELK.4 v " / (a'�l- (/��A\� i� � � � � LOT 1 ����I, 6>~W / / TRAIL � // h v� I I 1 l vl � / STA 1+59.30 �ti, / A V I I 5,5/ _ / CURB INLET 18 �/ A � BLK.6 COMBO MANHOLE/INLET '�l\ mac' °� \ \ � 1 I I :F I 48 SDMH -�� -h5 RETENTION FACILITY 2 ' �, y%r �v ` I I c e- - / # RETENTION FACILITY#3, 4866 DRAWN BY:JPS / / rig/ / \� A♦ ti 1 I \ ] �-- / B.O.P. 4864.0 // / .I `Y ,/ W I il' I I I I�j inn_ ���_ — — — — -_ — — — // _ T.O.P 4865.0' B.O.P. 4864.0' REVIEWED BY:JLS 15" PVC V�� > \ I — --,�— — —/� — T.O.P. 4865.5' �z ay5— STORM SFWLR � / / AV A �� O �:� �/ � �— // 280 CIF 668 CF� PROJECT ENGINEER:CGB 4 / / / -� \ d, II F 1 i �� DESIGNED BY: CGB �. v �� w w w —w w w PARK]BLVD. �— w w w w G4 CITY PARK 5 / STORM SEWER STUB CURB INLET 1/� // 15" PVC CAP A I \ W iI�I �I� ��� S S 1 gI I.�—g / -/� ' nu Q 1 L i STA 0/10.58 ,.. - � �� III �.� 0+001 1+00 2 00 3+00 /// �� F I I / \�, 4 00 5+00 5+75 a O o T 1,ELK 9 COMBO MANHOLE INI I A, \ - 'I ` 6s / A _ ---T--- ---- - -- / --- ------- 3.0' OF 15' PVC \ INV. 4861.5 SLOPE 0.60% 1= - �, }�I STA 0+33.99 g 0+00 ("// f \ �4 3 y \�CURB INLET 13 J / 4i STA 3+64.72 CITY PARK yf LOT] \� \\ Ip/ �I ! 18' PVC CAP CURB INLET 14 \ /\ \ II I I Y I COMBO MANHOLE/INLET I ( 3.0' OF 18" PVC' LOT 1,BLK.6 I ��fly z / ELK 5 /' r �\ I rr STORM SEWER STUB COMBO MANHOLE/INLET l ® b -- -�� TRAIL / r\�``II m I� 1 \\ I STORM SEWER /PVC // INV. 4862.12' �i� i I b �• / ---- / _����� �� L \� J \ \ i �� SLOPE 0.75% ----- ��� '� T� s�s�� / 15" PVC CAP / .3.0' OF 15" PVC / ^-��//�3� `= \ / \ \ / v> �/ LOT] -/ � �� i�� �i�� STORM SEWER STUB / ��i���/ r1-- ..-�s CITY PARK � � \ i� w BLK. I\ INV. 4862.39' / \ �i i i I LOT 1, BLK.6 \ / \ a SLOPE 0.60% / TRAIL rn CITYPARK LOT 1, BLK.5 I j PARK]BLVD. STORM SEWER PLAN HORZ. SCALE: 1" = 50' C) LOYAL DRIVE STORM SEWER PLAN HORZ. SCALE: 1" - 50' ® �I 4900 4900 o Cli N o A) o O O N O ow.� O IL7 N p 4890-z �v 3 a.v �� 4890 4890 � ,q 4890 m z � - . _ FINISHED GRADE 4880, N c^' OVER STORM —coi 4880 4880 N 4880 d z p n�-- So—— 1 -H —SEWER ALIGNMENT— M. FINISHED GRADE_ rn z z. �i STA. 3+89.00, SDMH 7 c� ^u� - +m iO m '�� o RIM 4864.26 f too N�.zp oiM OVER STORM �o- _ z _ <� -15" INV IN i869fr3(S)4859.99 a'co �j SEWER ALIGNMENT— i+, - W 4870 I-n�� 2' MIN. <m=�n'n=�n EXT'G GRADE_" z z_ 15" INV IN-4566.&3(E)4859.99 M,N��o - - v4y d EXT'G GRADE e! o0 I-ii r 18" INV OUT 4868.83 (NW)4859.98 4870 + Z Z 4870 - COVER- I mn�n -- r c.:,N� 2' MIN. I � � � No _ N COVER- J _ — — — o No a 179 LF 15" _ _ —1, 145 LF 15" PVC ®&-6g5E a 4860 4860 4860 0.63% PVC ® 96gi 0.59% 55 LF 15" PVC ®�59%0.69%— __ APPROX. HIGH � W � 5 LF 18"_PV ® 0.51% GROUNDWATER TABLE 4850 4850 4850 48 SDMH 4/13/2018 4850 ® 7.9' LF 15" PVC ® 0.75%— +6 -PyG-TfE - W Y.Ne,. _ Fo EXT'G GRADE_ FINISHED GRADE IN 4858.69.^ EXT'G GRADE FINISHED GRADE 4840 4840 4840 ------- -- 4840 m M m c, N M ' N t0 N m O1 N No M m N a0 OD m O h N t0 N tD In ^ V ^ M O M ^ m I� Y7 M M O M O Of (O .- N M .- m ^ .- � b ^ O M M W N Lo N ^ ^ M M to cD t0 tC ^ to w tD o to In IN Y'1 7 w M N 7 (V•F O M N N Ih N IM �'J •F �!) i() In N o N N Lo N tG N o w m o m m o m o m m m m m m o m co ro m m Io m m m o w n <o o o m o 0 0 m m (o to m to o m m <o SHEET C4"2 0+00 1+00 2+00 3+00 4+00 4+26 0+00 1+00 2+00 3+00 4+00 5+00 5+75 `- COTTONWOOD SUB LOYAL DRIVE STORM SEWER PROFILE PARK BLVD.STORM SEWER PROFILE STORM SEWER HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' �j PROJECT:17-149 VERT. SCALE: 1" = 10' VERT. SCALE: 1" - 10' d S BUILT � DATE:04/14/2020 Qoo p N N I II o N 11'0 ALLEY m SCALE w < o 0 a o l inch= 50 FEET DATUM I W I O NAVD 88 @ z 10� - - � � - - - _ N EXYG 18" RCP STORM SEWER (OUTFALL OF -W.GA"MLD o DETENTION FACILITY#1) on W J MODIFY EXT'G OUTLET CONTROL STRUCTURE 1 (OCS): MOVE OCS 1 APPROX. III III °I _ _/ z m 6.5' WEST, MODIFY 12"X18" OPENING TO CONNECT TO R-TANK WITH 7.5 LF OF I I r I! I 18" PVC, REPLACE EXYG WEIR WITH NEW WEIR. (SEE DETAIL 4/C6.4) I III II I a a !I 18- INV. IN 4847.0' (E) /I'll 18" INV. OUT 4846.86' (W) -I-I- �,� �� I /_ - I �I SD ALLEY I� REMOVE & DISPOSE 6.5 LF OF 18" RCP - REPLACE EXTG DETENTION POND NTH IR-TANK UNDERGROUND I TT � �/ - - i \\ _ - - �ONTq,y 6l II / STORMWATER DETENTION FACILITY#1. 1,368 SINGLE + MINI HD MODULES (SEE DETAIL 2/C6.5) I�I-I- -1' I i I STA 0+40.50 * cxRis c. OPEN SPACE 'i / FOOTPRINT AREA = 4,215 SQ. FT. III 1 // / _CURB INLET 2 =� /�a���� --- N. E EXCAVATION AREA = 4,754 SQ. FT. / - ^COMBO MANHOLE/INLET - --- -- e LOT 1 BLK.1 /' I JJF' E° I 15" PVC CAP �" '�cexs � - '-BOTTOM ELEV. 4847.0' (MATCH EXYG DET. POND) I INLET FRAME & GRATE NEENAH _ SR INLET 4 - INV. OF 0.4 PVC STORM SEWER STUB JI II i �oNAt_ HEAVY DUTY R-3508-A2 OR EQUAL '✓ llI / CURB INLET 4 INV. 4850.43' I I I I I I � ) 8" PVC CLEANOUT 1 s _ ,- 30.0' STORMWATER COMBO MANHOLE/INLET / SLOPE 0.75% III II III III I / -(SEE DETAIL 4/C6.6) - - FACILITY EASEMENT- - r/ / I I I � R-TANK HD UNDERGROUND STORMWATER �'D-1 SD SD SD SD SD SD - S[� I i/ I I.I •II _// \\�` /346 SNGLERETENTION FACILITY#1.HID MODULES(SEE DETAIL 1/C6.5) DRAWN BY:JPS agb'`"� I II II -FOOTPRINT AREA = 1,067 SQ. FT. REVIEWED BY:JLS TDO; R - III III III I -EXCAVATION AREA = 1,379 SQ. FT. 1 - - - PROJECT ENGINEER:CGB _ i I PP I -� BOTTOM ELEV. 4848.0' I STA 3+67.08 18 PVC i STA 0+69.30 I cn I i _/ _ I�. - �_ -_ - DESIGNED BY: CGB --- - STORM SEWER I 18 PVC STORM SEWER - SDMH 2 CURB INLET 3 0 - / i� COMBO MANHOLE/INLET// I/ I /-' I SD ALLEY �\ 12" MAINTENANCE PORT- 4 TYP. / __ ----- -- EXT'G CURB i; - __REMOVE EXT'G FETS (SEE DETAIL 5/C6.5) / �/ - //`''^ LOT 2 I _ -/ - - - - r - - - - 4855 STA 0+07.50 12" MAINTENANCE PORT- 1 TYP. (- _ AND RIP RAP PAD - / A/ // BL�K.2 I I INLET I II }I`, I -- ---�� /� LOT 1 / / 9 J q _ / CURB INLET 1 1 - I - i (SEE DETAIL 5/C6.5) 2.20 INSTALL 7.5 LF 15" PVC I I/ _ _ - 24"X36' INLET STIR. I r EXT'G 15" RCPI I CONNECT SDMH 1 TO !- / BLK.1 / / �c/ i f111 1 VALSTALEY 1 GATT 1 f R-TANK ;A -- // I/ I / / ,�'® //VALLEY GATHER INLET 1 - - i - -/ I / (lI I COMBO MANHOLE/INLET 30.0' OPEN SPACE / I� // U 4853 INLET FRAME & GRATE NEENAH Q - -REMOVE & DISPOSE 2 X OF 15° RCP. - / / I - I HEAVY DUTY R-3508-B (OR EQUAL) I I I b b - Q CONNECT SDMH 1 TO EXYG 15" RCP. / � 30.0' OPEN SPACE u - - ®(� - o 1 / -/ 8`S6--L - (� (� \ // ~15" PVC ,/ Fn aa RIM 4850.20' T 5 15" INV. IN 4847.00' (W) -=l-T / e oS rISTORM SEWERVC '15" INV. OUT 4847.00' (E) / d _ q© I / LOT 2 / (�I I 1.4 � OPEN SPACE / -� / ELK.2 / ® \''/� -- LOT 2, -- I �I j i��, OPEN SPACE ' �i I j� I ��� / / LOT 2 / �� -'/ I 111 _ ® LOT 1,]BLK.2 4a 1, c1f) �. BLK I / �/ \�i\� R u i LOT 2 -/ % / 4855 � I I I � ® �w ELK.2. P / = = ALLEY STORM SEWER PLAN I r HORZ. SCALE: 1" _ 50' NORTH END STORM SEWER PLAN HORZ. SCALE: 1" = 50' 4890 ® P4 4890 �'e' I M 4880 v n n-o 4880 !� rn STAFFORD AVE. .n Lo OD 00 STA. 0+69.30, CURB INLET 3 4880 m n STA. 1+32.20, VALLEY GATHER INLET 1 4880 TBC 4854.10� mj 't n -RIM 4851.99 co 4870 N w 18" INV IN r8SoT6 (E)4850.15 4870 1 -`� -15"" I INV IN-4848.84 (W)4848.05 m O - w -� 3" o 18" INV OUT-4858:-46-(W)4850.15 NV OUT 4848.84(E)4848.05 � �w 5 _APPROXIMATION OF FINISHED GRADE OF m4870 m 4870 R-TANK HD oo F- _LOT 1, BLK 1. (FG TO BE DETERMINED M0_--_0 � -� STORMWATER �'�z o WITH SITE GRADING PLAN o e z z-z o 4860 DETENTION w ) - 4860 - 0 _R-TANK HD STORMWATER +�>> QVc NNI--� M FACILITY#1 "'�a?? EXT'G GRADE �n m a0 - ni o-o'�-z p RETENTION FACILITY#1 1 --- - _ ao 0o I 4860 1O a�_- M 4860 --- - --- Omz +m E o » FINISHED GRAD _ oTo - z z EXT ------- - �I -- 'G GRADE 104�1 4850 - - - - _ 4850 N F'r m_m in mm=.- --- ----295_8 LF 18=PVC ®-B-7§%0.75% FINISHED GRADE OVER_--- --- - I- --- V� - _ ::VAPPRIX ---- 0.76% I � 4850 £' 58 LF 18' PVC ® 1.61% 29 LF 18" PVC ® ALIGNMENTROX. HIGH 4840 . HIGH 4840 g / v4o APP GROUNDWATER TABLE 3 LF 15" PVC @ 0.75% �4.0 LF 15i' PVC GROUNDWATER TABLE ® Q 4/13/2018 - 4840 4840 4/13/2018 e� Z 88 LF 15" PVC ®-033%-0.36% 3 Ora 4830 4830 29 LF 15" PVC ®-8:35V 0.21% ® u EXT'G GRADE FINISHED GRADE 4830 4830 EXT'G GRADE FINISHED GRADE •- f M � � N O m N I� c0 m 1� m N N < N [0 O N r 7 m (O n r O N O m 482D 482D N N N N N N N N M 1� m N r n m N N fMn w w oo oo DO m W m N m DO oD N m oo c N N 3 m m m m m m f0 m m m N m m m m m � m j a a s m m n Lo N N LLl 0 SHEET m m m m m m m m m m m 0+00 1+00 2+0 3+00 4+00 5+00 4+00 3+00 2+00 1+00 0+00 ALLEY STORM SEWER PROFILE C4°3 HORZ. SCALE: 1" = 50' COTTONWOOD SUB vERr. SCALE: r' = 10' n STORM SEWER NORTH END STORM SEWER PROFILE HORZ. SCALE: 1" = 50' - - �T o PROJECT:17-149 VERT. SCALE: 1"= 10' AS B�.J IL� a DATE:04/14/2020 I I 00 O N\ 0 N O � SCALE 0 1 inch= 50 FEET II OPEN SPACE I I I I I A y 1 1 s' CONCRETE C\PARK Ij Ip III LOT 1 I LOT Il,BLK.2 i I I I I y III I J 49' �P TRAIL \ LOT Il,BLK.6 Z 'W U BLK.2 I /� I I Q I CITY PARK i I LOT 1 INSTALLED"WITH PHASE I. N I _ LOT 1 BLK.4 I I (sa II BLK.6 (SEE DETAIL 4/C6.3) \ • I I LOT 2 I * w I I I I� I� 6' WIDE CONCRETE CROSSWALK- Z I I I i I I I CONCRETE I III I REINFORCED, SCORED, & COLORED, a s 6' "-.,_^ �TRAIL. I INSTALLED WITH PHASE I. 8' ASPHALT TRAIL. I I ' I I I I I (SEE DETAIL 7/C6.1) INSTALLED WITH PHASE I. 3 I o I I STA 14+12.75 Z SEE SHEETS I INSTALLED WITH I I `� I I (SEE DETAIL 4/C6.3) I I III II C4.0-C4.3 I FUTURE PHASE. I I I I I CURVE DATA INSTALL 120' WIDE TURNAROUND, END CURB TBC 4870.08 FOR STORM I I 15" PITRUN OVERLAID WITH 6 - FUTURE DEVELOPMENT (SEE DETAIL 4/C6.3) I I I III ,n III II R=150.00 CRUSHED GRAVEL BASE COURSE • I I I 3 I I 4" SCH40 PVC IRR. I L 97.18 --- \ (BY OTHERS) NJA I II I I 1-- SLEEVE EVERY 100' (TYP) I I II I A=37-07'13" STA 12+97.62 s-��� RE-SEED 4:1 FILL I STA 6+01.87 I I I - _-- --__ y I INSTALL ALLEY STA 1+22.40 I PT TBC 4860.49 I T I II II STA 12+09.26 / PT TBC 4867.29- ENCROACHMENT �, cxRisc II APPROACH PC TBC 4854.03 I STA 2+79.54 I I +�--- STA 9+58.68 PC TBC 4865.13- - AREA AND ALL eu PER COB _- PRC TBC 4855.94 ADA RAMP WITH I STA 6+49.87 I �_ III PC TBC 4562.61 / f' S 13+00 S 1 +00 OTHER AREAS WITHIN PS PE \ STA 0+03.01486I / / S- .r !^�►1--I-CANAL SETBACK - STANDARDS I TACTILE SURFACE (TYP) PC TBC 0.48 STA 9+23.68 I 3 BEGIN CURB _ =AND SPECS ��� I I ��„ I R15.0' PTA 10+82.88 �\� M M M DISTURBED BY 'TBC 4851.80 _ -- i-----___ _�_ ��� I CURVE DATA PT TBC 4862.89 I I / --- U _------- ��� \�� I R=165.00 R15.0'V= lf I �' I R15.0'-J I R15.0' I I I PT TBC 48�04 1 p0 � /�-_ - -HEAVY EQUIPMENT ( I STA 9+73.66 / x STA 5+86.87 VALLEY GUTTER TYP I PT TBC 4863.09 // / �� -STA 12+94.73 - _S - +50 S 0-00 S 1+00 \� L=105.60 (TYP) _ ,r PC TBC 4860.02 �^ �� �- STA 9+08.68 in 11 I / x /�' - PT TBC 4867.22-- DEAD END BARRICADE. A=36'4O'15" y, DRAWN BY: JPS \\ 6+64.87 I PC TBC 4862.54 I 3 I STA 9+92.13 STA 12+09.31 '-� , SEE SIGNAGE AND � -- II I 41, p (3)12" PVC CONDUITS PT TBC 4860.47 I PC TBC 4863.25 / /'PC TBC 4865.14 II -�I STRIPING PLAN. REVIEWED BY:JI_S I (1) 4" SCH40 PVC CONDUIT I I / p STA 14+11.62 PROJECT ENGINEER:CGB \ S _-- ------- - _ L--- _----- / O . STA 11+93.62 _ _ _ _ x \ END CURB STA 3+85.15 0 STA 7+50.17 I I / \\ \ � PT TBC 4865.00 CURVE DATA TBC 4870.06 DESIGNED BY: CGB STA 0+03.01 ^ `CURB CURVE DATA � %0 _ -PT TBC 4857.21 -_ IGB TBC 4861.65 - - y1 i \R15.0 R=150.00 TBC 4851.80 R=245.00 L=156.45 ��\ S 4+00 �I 5 S5F+00 6+00 o S 7+00 y S 8+00 5 9+00 g S 10+OOS STA 1+22.44 A=36'3512" �-ROADWAY rL INSTALL APPROACH -STAFFORI�AVE. STA BC 4864. PC TBC 4853.98 N �-I W W W W W W '{ / \ \\\ \�PC TBC 4864.52 _`_ _ PER C.O.B. STAND. & I STA 2+79.54 �� --------_--_-_-_-_�I -y __SPEC. :�_:-I___- --� STA 11+28.62 \\ \ DEAD END BARRICADE. I I PRC TBC 4855.89 - CURB AND`. STA 5+86.87 - - - - _ - - _ PRC TBC 4864.44 \\�\ \ \\�\ BLK. SEE SIGNAGE AND �_ - - -GUTTER 'PC TBC 4859.58 rn _ STA 7+25.17 \ \ STRIPING PLAN. \ ----- I -__- GB TBC 4861.48---- --- R15.0' \ \ FUTURE I 6' WIDE SIDEWALK AND STA 3+85.15 - -�- \ (BY OTHERS) I I o I ADA RAMP WITH TACTILE I PT TBC 4857.17 R15.0' I _--I- \\ \\ ?i \�\ 6' CONCRETE I STA 6+64.87 STA 11+43.62 \ \ 18'-ASPIIAE TRAIL SURFACE (TYP BOTH I 'V I 3 PT TBC 4860.43 STA 9+92.40 PT TBC 4864.72 \ \ \ INSTALLED WITH PHASE I. \ b I I I I \� SIDES) FUTURE SIDEWALK SLOPE LIMITS (TYP) i I SLOPE LIMITS PC TBC 4863.25 \ \ \ (BY OTHERS) 1 Fy R15.0' (TYP) \\ \\\ ,�• \�\\\ (SEE DETAIL 4/C6.3) \ 30' STORMWATER EASEMENT STA 6+01.87 U] I I I 6' WIDE CONCRETE PT TBC 4659.97 STA 6+49.87 6' CONCRETE \ \ A S' ASPHfFtF TRAIL. 10.0' PUE \ I I I I CROSSWALK- REINFORCED, PC TBC 4859.97 (3)12" PVC CONDUITS LOT 2 8' ASPHALT TRAIL. SCORED, & COLORED. I vi INSTALLED WITH ADJACENT \ \ 'C \ (TYP) b INSTALLED WITH INSTALLED WITH PHASE I. LOT2 I U I (1) 4" SCH40 PVC CONDUIT I LOT DEVELOPMENT BLK.3 (l_ 6 \ \ \ FUTURE PHASE. ( (SEE DETAIL 7/C6.1) I I w I I (SEE DETAIL 4/C6.3) \ �' \ •�'f \ \ CITY PARK I I, (SEE DETAIL 4/C6.3) I I BLK 1 I w I ISEE C5.5STRIPING FOR SIGNING \\\ V \\�\\ \ rn _ p7 II AND STRIPING PLAN LOT 1 \ \ \ \ LOT fl,BLK.5 BLK.3 0 OPEN SPACE \\\ \ s \ \ \ A • I I 30.0' OPEN SPACE I 30.0' OPEN SPACE '�\ \\ LOT Il,BLK.3 \�\. �,•\ \\\ \`. \\� \ ® ® � �°° OPEN SPACE LOT 2,BLK.Il STA. 14+13.00 STAFFORD AVE.PLAN ► '� � STA. 0+00.00 HORZ. SCALE: 1" = 50' FUTURE DEVELOPMENT �i C) (BY OTHERS) CO1 FUTURE DEVELOPMENT (BY OTHERS) rL LOYAL DR. = U 4890 (L STAFFORD AVE. 4890 FINISHED GRADE AT CENTERLINE _0 N c o 4880 II> II n ^ 4880 NQ I\N OQ'M c.Ili +..p0ppp N 00 T cDMW 0.� 4870 o a 10 n r� a as I-n rn 2.43% 487Q, o rn N N..� _">a ._3EXT'G GRADE - -0.87% 0.87%- - - - 0.66% GRADE AT 4:1 I m u 0.68% - - - - TO MATCH- - EXT'G GRADE FUTURE 3'x10' > N 4860 d 1.28% - - - - - - - - - BOX CULVERT 486i h3 _ - EXT'G FARMERS y' 485) CANAL 4850 GRADE AT 4:1 I o ® U TO MATCH -EXT'G GRADE - EXT'G GRADE_ _FINISHED GRADE_ b 4840 484 N M co d' NV NI ON 10 OD N N 7 0 n N V W O O I p ] c0 'h M � 00 QRN M1l D O V OV 1O0 1aD DR r Ial CS Il 0000 Gt O N N M M 4 a N 4 ui o 10 Lo 0 6 c6 O 00 m W O O O N O O 10 n In O 1) M N 7 O 1 N 00 m 00Lo 0Q 10 10 w 10 v Nv a 0d0 Y a n ! Wo- m Na v Da a mv N N (O 10 O O 0 a co .0 O 10 a a a0 co O N co co m co DO oo N ° 00 O 0 0 -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 12+00 13+00 14+00 15+00 1 SHEET o C5"® STAFFORD AVE PROFILE COTTONWOOD SUB HORZ. SCALE: 1" = 50' ROADWAY VERT. SCALE: 1" = 10' AS B`ti-�ILLT Q DATOE:E 4/14/2020 Woo 0 N O m I 0] Z O O SCALE i I i I II o 0 1 inch= 50 FEET ® o LOT 2 ! I 9 g U III I I I BLK.1 0 h I r LOT 2 II II BLK.2 I I pI I I I II rn E" t J II -rn I z STA 4+74.53 'o I II II _ I r4860.02I - O I II PC TBC u `OPEN SPACE I � I I LOT 1 BLK.2 STA 4+39.53 I I 1 � rh III I I R15.0' I (�u III 5 - - . - ' PT TBC 485ssa I I I_ U II z m `ice _ I I I ADA RAMP WITH J o hI I ---- -1 R15.0' I I I I TACTILE SURFACE (TIP) II II I c�' I STA 4+89.53 I STA 9+13.96 STA 0+66.01 p� 1 STA 4+24.53 I END CURB I PC TBC 4859.97 I PT TBC 4860.49 14' BOULEVARD AND SLOPE LIMITS II I Z BEGIN CURB TBC 4854.39 _._ III IIII 6' SIDEWALK I I TBC 4862.61 I Q MATCH EXT'G CURB TBC (3)12" PVC CONDUITS _ _______ -------_- III I 1 (1) 4" SCH40 PVC CURB AND GUTTER FUTURE ---------------- i I _ _ _ _ DEVELOPMENT II - -CONDUIT. -- - - - - _- - -=- -= I I II NT STA 1+50.00 _ -R INSTALL ALLEY ---- --(BY-OTHERS) 1 I $ GB TBC 4856.10 APPROACH PER COB _ m 0 IM STANDARDS AND SPECS �/ CHR015 G. w`V9p� o f I W W W w W AN "" W W W W w W w W w �\ WG -0+50 WG 0+00 WG 1+00 WG 2+00 WG 3+00 WG 4+00 DWG 5+00 WG 6+00 WG 7+00 I WG 8+00 WG 9+00 WG 9+50 --\-_�_+ 19 STA 1+25.00 W.GARFIELD ST. � ROADWAY CL \� JI GB CL 4856.01 ?o ----____---_ DRAWN BY:,PS SAW CUT EXT'G o ASPHALT PAVEMENT, - - - - - - - - - " -R - 4 STA 9+13.96 - - REVIEWED BY:JLS __ END CURB TACK COAT AND __-==- - - - - - _ _ __-- - - -----� II PROJECT ENGINEER:CGB SEE C4.0-C4.3 �- STA 4+89.53 -- � II SEAL ALL JOINTS. ---FOR STORM STA 4+24.53 I d 1 PT TBC 4860.48 CURB AND GUTTER TBC 4862.60 III MATCH EXT'G PC TBC 4859.97 91 4" SCH 40 PVC r ASPHALT THICKNESS ADDITIONAL CURB I { IR150' �I 14' BOULEVARD AND II DESIGNED BY: CGB I� OI I I IRRIGATION SLEEVE INLET(SEE C4.1)A R15.0' p 1 I f-� -� EVERY 100' (TYP) 6' SIDEWALK II II STA 0+65.99 STA 4+39.53 141 W I STA 4+74.53- BEGIN CURB TBC 4854.39 PT TBC 4860.43 i I PC TBC 4860 J.47 CITY PARK I II MATCH EXT'G CURB TBC LOT 1 '�® - I LOT 1,BLK.4 0 BLK.3 I I24 INSTALL II I APPROACH PER I I II I III ICOB STANDARDS III II I i AND SPECS �I . W.GARFIELD ST.PLAN E� HORZ. SCALE: 1" = 50' STA. 9+14.50 FUTURE DEVELOPMENT (BY OTHERS) 0 4890 4890 4880 4880 N p _LJ N- N o O+m 0 0 co m o"-' _FINISHED GRADE AT 4870 rn rn o6 r -o -a--a CENTERLINE 4870 o a M r O Q N. N fn F- 01 ' m - d _ -F EXTG.GRADE oso% - 4860 N 1 1.0 0% - - _ - i - - - - - - - - - 4860 GRADE AT 4:1- 1.927- -- - TO MATCH- (z M - EXT'G GRADE " 0 4850 1 4850 MATCH EXT'G GRADE FROM z COTTONWOOD ROAD IMPROVEMENTS 4840 4840o EXT'G GRADE FINISHED GRADE- Q go 4830 4830 z z N �w h M O d m M m O) (D M O Lo n O O cD M M [p (O O O t[J In tp 1� N O M a O N N O O N M O N � O M M u[ [O o0 O O h M N L N p0 0 U M M 0 0 a0 m N O N O m 0 O N O N N N LL7 VJ In V1 N N N In In In N LL'] N In In N N UJ N V) N (O N t0 N f0 N t0 N V) nJ (O [O ti) [O c0 U) [p N L m m N m co 00 CO N m m m w w m W co m w CO 00 N DO 4) m 01 m N 00 w 00 m W co N N sF w t 00 w d- g -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50 - �! SHEET W.GARFIELD ST.PROFILE C5.1 HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 10' COTTONWOOD SUB ROADWAY PROJECT.17-149 ASBUILT DATE:04/14/2020 5 0 N O .N- r m I I III I ' „ :uuni .Fiat_J I I q II II �I Z m SCALE I I I I I 4 F � II III I I I s IIIIII IIIIi I IIIIII RI'I���II'IIIIIIIIII IIIII �®w,©W RII II'IIIII II-, _�I -'l�i�-6IIJI1 -L: CI T Y PA RK LOT 1,BLK.4 11nch 50 FEET CONCRETE STA 0+1750 ,ASP'AS-TRAILLOT 1 PC TBC 4862.54 INSTALLED WITH PHASE I. . " IIIIIIIIIII III IIIIIIIIIIIIII(aW~ I CWd] IIIIIIIIIIIIII IjIIiIIII IIlIIIII 1'I I•I teJa11�� z BLK.3 ADA WITH (SEE DETAIL 4/C6.3) 6+0235 I U TACTILE SURFACE (TYP) 4867.62 � gLPT BC R15.0' R15.0'* STA 5+8735STA 0+32.50 Q I1 7 gNm mPT TBC 4862.89 S BOULEVARD AND PC TBC 4868.21 6SIDEWA U LOTa ,BLK.I 4" SCH40 PVC I '\ 6' CONCRETE IRRIGATION SLEEVE CURB AND GUTTER ' Z a8' AA TRAIL EVERY 100 (TYP) STA 5+50.00 ED WITH ADJACENT SLOPE LIMITS INSTALLDEVELOPMENT STA 0+75.00 ---- --- GB . GB TBC486312 — — — — — — — — — — — — — — (SEE DETAIL 4/C6.3) ~dm If NT I .I s9 W W W im yy �ni yy ui W —W W W °�{ I - —S P 1+00 P 2+00 P 3�0_0 - T- +- -P 5+00 _ P_6+00 J' ' EY G f/� Ne. 5 PE. —+ I I k ROADWAY OE PARK BLVD. ._u 8 ———————— —I----- --------------------- VALLEY GUTTER \ I = — — — — — — — — — — STA 5+71.00 g --------------o--------------------- GB CL 4869.11•- �� I 1 ( ) 12" PVC CONDUIT CITY PARK I i DRAWN BY:JPS I I \ (11) 4" SCH40 PVC CONDUIT R 1q LOT 1,BLK.6 ` I REVIEWED BY:JLS OPEN SPACE 30.0' OPEN SPACE I II N 1\` \ I STA 5+87.25 I CP+Z' LOT Il,BLK.3 1 STA 0+32.50 LOT 1 I R PT TBC 4862.61 BLK.6 ® I ri" PROJECT ENGINEER:CGB PC TBC 4869.20 i DESIGNED BY: CGB 6' CONCRETE R15.0' 10'-ASP HA6:P TRAIL R7 5.0' LOT 2 \ \ \ INSTALLED WITH PHASE I. R STA 6+02.25 I`STA 0+17.50 BLK.3 \ R \ \ \PC TBC 4863.09 (SEE DETAIL 4/C6.3) PT TBC 4869.37 PARK BLVD.PLAN HORZ. SCALE: 1" = 50' I� CE RESORT DR. 4890 CE PARK BLVD. 4890 m o 48800- q STAFFORD AVE. a380 O.O_ o M PARK BLVD. F O m FINISHED GRADE AT In o'�' -CENTERLINE 487 -4.959. 4870 EXT'G GRADE -0.70%-1;17% — — — — — — — — — 4860 4860 z e+: 4850 4850 G>:1 EXT'G GRADE FINISHED T GRADE- ^'z 4840o 4840 N O A m Co m co m N �F •F N .N M N O d' cD In n N MAD f0 M O d Ot O LL] N 01 1� M Oi mO �1 N M (O N N m 00 N O M to M tV N M M M 7 IM d' an N N 10 N r N I-: n oo IN .0 mtG oo - P� (p t0 fp <0 o 10 tp t0 (D t0 t0 o co 10 o (D f0 o o o o t0 (O t0 m m m COo co ao oo eo eo - oo44 oo oo a a oo a �T4 � � � `Q Z C P 0+00 1+00 2+00 3+00 4+00 5+00 6+006+20 C) � PARK BLVD.PROFILE HORZ. SCALE: 1" = 50' VERT. SCALE: 1" - 10' i SHEET C5v2 COTTONWOOD SUB ROADWAY CT:17-149 AS B�.J ILQ DATOE:E 4/14/2020 I H N o 0 N N r N r ,, �� �\ 1 �\ ��, •\ 6' CONCRETE m AIL SCALE I STA 5+67.78 SSCALEE\ �\y \ \\ INSTALLED ANTHA 44 PHRPHI T.ASE I. 3 o PT TBC 4864. \0 \ \ \\ (SEE DETAIL 4/C6.3)o o R15.0' \ s \� LOT I I inch= 50 FEET II o LOT TACTILE ADA RAMP WITH \ Rt,\ �y \\ \\ BLK.6 finch=o SO FEET PARK � SURFACE(TYP) \ \ ! BILK.3 STA 5+52.78 \ \ \ EXTG 20' PUE LOT 1,BLK.7 PC 4864.72 Inc I \ \ \ \\ TO REMAIN � �s - CONCRETE I1 o CURVE DATA \ \� 6' ""ter TRAIL m l ' I R=200.00 o INSTALLED WITH PHASE I. o L=117.76 SEE DETAIL 4 C6.3 ADA RAMP WITH N STA 5+00.13 i z ^� \ ( / ) m I' A=33°44'O6" GB TBC 4865.13 �/- �� / \ J' \ TACTILE SURFACE (TYP) �zo S\ zoo9 \ (3) 12" PVC CONDUIT 6' CONCRETE N (1) 4" SCH40 PVC CONDUIT Q i /R i /�/ \ \% \ \ T TRAIL i/ 5 - 6.5' BOULEVARD AND INSTALLED WITH PHASE I. III, o i �i" S\\, \ STA 5+67.78 z m h 6.5' BOULEVARD AND i/ i \ y 5' SIDEWALK (BY OTHERS) (SEE DETAIL 4/C6.3) I I \ PCC TBC 4865.00 S m �,. � STA 0+66.01 5' SIDEWALK BY OTHERS i i / R15.0' 6 \ a a ( > � rlr, ,��. ® BEGIN CURB TBC 4866.04 _ i� �� S\ \ \ \� \ VALLEY GUTTER MATCH EXTG CURB TBC t4666.05 / i j IL' , \\ �,\\\-�\\ \ \ CURB AND \ \ o CURB AND GUTTER i "'SSS GUTTER z �i ,� STA 0+03.00 ( ROADWAY �O STA 5+52.78 I 1 \ BEGIN CURB TBC 4865.48STA EL 2+71.97 ROADWAY �a kx /� PC TBC 4864.52 l _--__-_- - / i _\ --- STA 1+80.30 _ Q ill I PT TBC EL.4867.73 �� \' ice' I qpI "' I I _-__----- - _- - _ END CURB TBC 4869.97 III STA 1+00.01 i / / II III I FUTURE DEVELOPMENT R 0+00 R 1+00 R2+00 R 3+DO q Q a GB TBC 4866.62 �� / i�� I I - (BY OTHERS) STA 1+54.15/ / x00 �g ��/� I RESORT DR. 2�9 B„&W \1 -AREAED 4:1 ALL,OTHER AREAS LL ENTRE - v oHe zs PE W II PC TBC 4866.97 �� i LOT 1 I I ® I ______________ _WITHIN CANAL SETBACK gr- \ - - - - exs I'v - O %� i BLK.5 �l U I I \ STA 0+03.00 DISTURBED BY HEAVY EQUIPMENT a BEGIN CURB TBC 4865.47i a�i 4 ---- �� /�� I ®� \ _ STA 1+93.57 I - W W -`2+p0 sp �i� SLOPE LIMITS I �y I STA 0+88.09 3 END CURB TBC 4870.31 DRAWN BY:,PS L -0+50 L O 00 ITT L 1+00 I Inc I PG TBC 4867.62 i SEE C42 FOR STORM _ \ \ I;r I S V I / R15.0' I 6.5' BOULEVARD AND ;'. ��'� STA 2+71.97 � I / I I 5' SIDEWALK REVIEWED BY:JLS " _ __ _ _-_-:� i PT TBC 4867.73 / STA 1+03.1 3 PROJECT ENGINEER:CGB i 6' CONCRETE PT TBC 4868.2 I STA 1+53.10 SAW CUT EXTG - - - __.STA 1+54.81 GRIIA T TRAIL / I `- �/� I i PT TBC 4869.27 DESIGNED BY: CGB � _ ASPHALT PAVEMENT, �` - PC TBC 4867.00 INSTALLED WITH PHASE I. / I I I I I R15.0' \\ TACK COAT AND i 0 (SEE DETAIL 4/C6.4)- - SEAL ALL JOINTS. I " � , I SLOPE I P1 MATCH EXTG (3) 12" PVC CONDUIT ASPHALT THICKNESS - c,. (1) 4" SCH40 PVC CONDUIT _/ I I I I STA BC1+38.07 486 STA 0+66.00 CITY PARK / I I ' LIMITS i I i C TBC 4869.13 BEGIN CURB TBC 4866.51 LOT 1,BLK.5 G I I I CITY PARK I �y I I ��- MATCH EXTG CURB TBC t4866.48 / �GJ i I i LOT 1,BLK.4 i I III I CITY PARK \ LOT 1,BLK.6 RESORT DRIVE PLAN LOYAL DRIVE PLAN HORZ. SCALE: 1" = 50' kp�� HORZ. SCALE 1" = 50' pqHpqq STA. 0+03.00 STA. 1+87 AT pI FUTURE DEVELOPMENT FUTURE DEVELOPMENT (BY OTHERS) (BY OTHERS) P 4890 4890 ® od 'd (� 4890 4890 o IN P4 4880 °�' +m FINISHED GRADE AT n m N m980 ± a N-a --CENTERLINE N.a_6 4 o N >m N m a +m m m m 4880 o o m Y-+ 4880 N- EXTG GRADE F 4870 -¢ m a c-N m 4870 N- C.0 - 1 . - ----- q.59%- 03% 050% -1.14% 4870 2.54% 04 4870 4860 4860 EXTG GRADE MATCH EXTG GRADE FROM q STAFFORD AVE. _ 11 COTTONWOOD ROAD CL LOYAL DR. IMPROVEMENTS 4860 FINISHED GRADE 4'x10' BOX 4860 AT CENTERLINE CULVERT 4850 4850 GRADE AT 4:1 EXT'G FARMERS CANAL TO MATCH 4850 EXTG GRADE 4850 b Peq W 4840 4840 m [7� pp 4840 4840 EXTG GRADE FINISHED GRADE- - o eau EXTG GRADE FINISHED GRADE- pq 4830 4830 4830 4830 N �(] h N m n O N f7 N <O m o M m m m N M to m V1 N N m w m h N 16 N f0 N m 4 6 M 4 N 4 O� O 1� r d' sY N m m o m m . m o m m m u) m m m m m m m m . m m m �o m m N W N M r O O m �'1 c� m m m m m m m m m m m m m m m m m m m m m m m m m m m r O I� y o m n /-y m m m m m m m m m m m m -0+50• 0+00 1+00 2+00 3+00 4+00 5+00 5+85 ® U pq -0+250+00 1+00 2+00 3+00 b pq H 6� LOYAL DRIVE PROFILE RESORT DRIVE PROFILE HORZ. SCALE: 1"= 50' HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 10' - VERT. SCALE: 1" = 10' SHEET C5"3 COTTONWOOD SUB ROADWAY �� 17-149 6 DATE:E 4/14/2020 a w o N O� III II I II � N STA 4+02.59 STA ` 9+25.50 PT EO EDP 486304 II I I I m 3 0 SCALE �F/ — — — — —=---- i00 5+ 0 6+00 7+00 8+00 9+00 10+ o ALLEY 1 inch SO FEET OO�rh p STA 3+63.43 ------ ---� — — — — — I PC EDP 4854.61 .� — —— — — — ✓-----------I I = STA 9+25.5 I I I STA 4+02.59 DATUM I II PT EDP 4855.04 I I EDP 4862.8q AAVD 88 I I - INSTALL ALLEY APPROACH 3 I 0 STA 3+63.4 3 PER COB STANDARDS AND SPECS I PC EDP 4854.61 I I I I I rn Ir+1 I CURVE DATA I I I I _ I L=156.45' I I I 13 I i m I 0=36'35'12" 8' ASPHALT TRAIL i l l I I I rn II II INSTALLED WITH FUTURE PHASE. (SEE DETAIL 4/C6.3) I t}1 I CITY PARK a 3 I LOT 1,ELK.4LOT 1 o T 2 ELK I I ELOK.2 I UtA 4ly W CHRIS I I 1�1 v\ w b I .1 5 PE �I I I I W `� I <IcexSEo ti� I I OPEN SPACE I I I II DRAWN BY:JPS \� LOT 1,ELK.2 I I I I I REVIEWED BY:JLS I± PROJECT ENGINEER:CGB STA 0+52.96 STA 0+53.04 EDP 4852.96 I EOP 4852.44 II - --------- I I) i I I I �IF-� DESIGNED BY: CGB INSTALL ALLEY APPROACH '� I I 3 I I'll PER COB STANDARDS AND SPECS - ________ IL_ I II - - I STAFFORIDAVE -----1 _— w w I W SEE C�.0 — ------ o w -------------- b b ALLEY PLAN (� HORZ. SCALE: 1" = 50' PH 4880 VPI STA 1+32.20 4880 VPI 4851.86 p LVC 64.34' NcNo 4870 a~i 4870 00__N + O O- o N 1.97% — � 4860 +-p + cy 4860 4850 — — — 4850 F� f�-d en 4840 4840 W EXT'G GRADE FINISHED GRADE t` 4830 4830 > LPL, cp N 4] N + 10 ON NO M NJ O O 00 Il[D1 aD NIC[O] NxW] IWn Nao Ip(] NNa0 MpCO aMN0 MN0] Na0 ID[]1 Na0 4ID[]1 4NW LIW[d1 ONW NLL[Ol NW IW[] Na0 O N O M 0 cli 0 0 . 00 j a 00 00 Q1 W W D] a0 CO - 00 U <1 un 0+00 1+00 2+00 3+00 4+00 - 5+00 6+00 7+00 8+00 9+00 10+00 eon w � F 00 ALLEY PROFILE HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 10' 1,SHEET 3 C5.4 —:,t COTTONWOOD SUB ROADWAY CT:17-149 ASBUIL DATOE:E 4/14/2020 i I LOT 1 I I I CITY PAR I IIII LOT 2 K 6' WIDE BLK.2 LOT 1,BLK 4 CONCRETE I BLK.2 I OPEN SPACE I I I LOT 1 CROSSWALK (SEE C5.0)— I I LOT I,B BLK.LK.2 I ��.-� —--- - -- ---— Z o I -, I A I �,__--- ---- -- o ------- 6' WIDE CROSSWALKN(SEE�C5.0) IL-J --- ---------- r R7-6L N / ,/ _ — — — CIITY PARK -- ---- - \ \\ NB Park Blvd I 'I I / i i LOT 1,BLK.5 0 'DEAD END ----r 1 _ IJI PoAAIxRG D3-1 (2) I o I \ fff - — — — — —BARRICADE (TYP 2) ��� \ — — — — — - J I R1-1------ -- — z~ — — — J OM4-3 (X3) T �� ______ __ PED.XING PER COB p ����� a ® j`1f� `� DAD END ---- -� '='STD DWGS 02581-1- ����� ���� — — — I ----- / X \ \\" BARRICADEE(TYP2) �I I USE TYPE A RING Xy OM4-3 (X3) m STAFFORD AVE.- I — — — — — — — — — — — — — D 3-1 (2) X X I _LL OPEN SPACE I I LOT 2 I p+ R7N0 R '��o \ NT LOT 2, BLK.1 I BLK.1 PAAAING LOT 1 /I d'o LOT 2 \ ®� \ \ LOT 1 J \ CHRIS G . BLK.3 OPEN SPACE I I BLK.3 \ �` .y � BLK.S � LOT 1, BLK.3 \ ��� `\\\ \ .1 25IPE STAFFORD AVE. HORZ. SCALE: 1" = 50' DRAWN BY:JPS REVIEWED BY:JLS PROJECT ENGINEER:CGB OPEN SPACE DESIGNED BY: CGB LOT 3, BLK.1 I gg D I I I A 11 II. `nTli ���� o � � III III I '� LOT 2 _ r LOT 2 BLK.1 ®� BLK.2 CP 1 k II II �� I rai � ® R1_ h R3-17 jf� R7-1 �3-q--OII II 5 R7-1 ® R2-1 - - - - - R3-17— J II - - - - - - - - - - R2-1- - - - _ I'OI I_ MOUNT- - - "SHARK TEETHCOD " PED.XING PER ���� WHITE YIELD LINE (TYP) 4•' WHITE 4" DOUBLE COB STD DWGS \ EPDXY YELLOW EPDXY THERMOPLASTIC yy 0258E-1 USE -- -_-- = 19 TYPE A RING � � � SYMBOL& WORDS I .._._- (TYP) W.GARFIELD ST. R3 1 - -- - c POLE MOUNT WHITE THERMOPLASTIC } - b 4" DOUBLE SYMBOL & WORDS (TYP) YELLOW EPDXY 4" YELLOW & WHITE 4" YELLOW & - Y WHITE ' SPACED LINE THERMOPLASTIC SPACED LINE — _THERMOPLASTIC — — — — — EPDXY Z - Fi BIKE LANE - - - - - - - -- - - - - EPDXY_ — _ — _BIKE LANE SYMBOL _ _ k i II — —— — — — — — — AND ARROW (TYP) R2-1 6 ICE SYMBOL AND Ri-5 V f,� La7 ARROW (TYP) R7-1 I LIGHT POLE MOUNT SIDEWALK R2-1 LOT 1 alb® I 'I II r 1 �d2 �r�rin ru BLK.3 I •Q,' ` I I k'tfP I h I I ao _--_J Gi I Lwi -2 9 MIDBLOCK PED. w1s-7P CPS I XING PER COB STD DWGS 02581-2 11 ® 6 =R3-17 TYPE B XING I III 114 (FACING WEST) CITY PARK LOT 1, BLK.4 W.GARFIIELD ST. HORZ. SCALE. 1" - 50' CITY PARK LOT 1,BLK.7 �n urr LOT2 n (� — - - - RESORT DR - _ — n BLK.3 °� k -- — ———— I C� 11 DEAD n A i D3-1 (2) L"yel Ch —— eh R1-1 DEAD END rr PaAcnve D3-1 (2) I OM4R13A(X3)DE (TYP 2) �\ BARRICADE (TYP 2) I 1 -Z- N - ® ",�'' o oM4-3 (X3) I I I \ O' = C LOYAL DR. - = C0� W b H CITY PARK CITY PARK LOT 1,BLK.4 a I LOT 1,BLK.6 LOT I SHEET BLK. it I C5"5 COTTONWOOD SUB PARK DRIVE PLAN LOYAL DR& S COTTONWOOD RD SIGN,&STRIIP, HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" - 50' 149 s _ ��BUILT DATOE:04/14/2020 w W z r N SIDEWALK EL BACK OF ROADWAY a CURB } BACK OF 18" DIAMOND BLACK PANEL WITH 9 RED 13' FLOWLINE m CURB R 24 �•I REFLECTORS, 3" MIN. SIZE - NUMBER OF PANELS I SOLID COVER AS REQUIRED BY THE DIRECTOR OF PUBLIC w PT -® SERVICE = 1 SIDEWALK BOULEVARD B� • > DOWEL WITH 24" NO.5 EXPANSION 1 (TYP) ����� ����� ����� w L) I EXPANSION JOINT REBAR, 3' INTO BACK N C JOINTS - ��� 24" ��� ��� w EXPANSION JOINTS 7 OF CURB, 3" CLEAR - R 1.5' 10' w ggqqqq0000 2" PERFORATED SQUARE TUBE POST � - Z 0000 2% MAX• x � (TELSPAR OR APPROVED EQUAL) %i �� � '����%� Ln f„ 0000o MIN 5' 48" MIN. CONCRETE DROP HEAD ~ 000 5' OR 10' SIDEWALK (T`.'P.) ROADWAY GRADE 5' LANDING R CHANNEL I CURB J ..coo N �J 00000 24" Min 1:20 MAX. olo0oo IFCO STYLE S (SOLID COVER) d00000000000000 TRENCH GRATING WITH STYLE B REINFORCE CONCRETE IN RAMPS WITH FIBERMESH a000000co0 000000 000 SIGN POST FRAME, D&L FOUNDRY "J AT A RATE IF 1 1/2 Ibs./C.Y. OR WITH 6x6x10 DOWEL FOUNDATION AS PER SERIES" WITH SOLID, BOLT O GAUGE WIRE MESH SEE PLAN DOWN COVERS OR APPROVED Z a DRAWINGT09810D1 ( EQUAL) 0" (TYP 6"THICK Tq,yq CONCRETE SURFACE _ PLAN VIEW - N.T.S. R = 15' OR AS INDICATED ON PLANS EXPANSION FLOW LINE SIGN BLANKS SHALL BE CONSTRUCTION GRADE * CHfl15 G. �. RAMPS TO BE CONSTRUCTED WITH DETECTABLEAnIKIT ALUMINUM, 0.08 INCH THICK, WITH ENGINEER IFCO STYLE S (SOLID COVER) TRENCH GRATING WITH euoEsi WARNING SURFACES COMPLYING WITH ADAAG, GRADE REFLECTIVE SHEETING STYLE B FRAME, D&L FOUNDRY "J SERIES" WITH o. PE COVERING THE ENTIRE WIDTH OF THE RAMPS. ONE STORM DRAIN INLET (TYPICAL LOCATION) SOLID, BOLT DOWN COVERS (OR APPROVED EQUAL) ��EHsco CORNER OF THE DETECTABLE WARNING MUST BE PROVIDE \�� WITHIN 8" OF CUTER FLOW LINE; NO OTHER POINT g EROSION FLOWLINE ON THE LEADING EDGE OF THE DETACTABLE WARNING DETAIL CONTROL AS EXPANSION JOINT MAY BE MORE THAN 5' FROM THE FLOW LINE. 12" 5'-0" 1 REQUIRED 1 MpX 2%--> DRAWN TOP OF CURB CGI I�I?AI7 END BARRICADE 4• F " SE COURSE REVIEWEDY•BYPJLS C.O.B. STD. DWG. NO. 09810-2 ... 4 BA TRANSITION TO NORMAL SIDEWALK ELEVATION. DISTANCE VARIES. SIDEWALK S I 1 5'I~5'�6.5'--I---�I-2' PROJECT ENGINEER:CGB 5' SIDEWALK a• NO LIP END CHASE L 5.5" SIDEWALK BOULEVARD CURB & GUTTER DESIGNED BY: CGB LANDING FLOW LINE 5.5' END COVER r--- VARIES SECTION B-B NO LIP 9 5„ MAX. NO SCALE INLET CHASE EP EP SECTION B - N.T.S. o� SLOPE 6 SLOPE ASPHALT \\\\���VIIIIIII .... . - 1:12 MAX. VARIES 1.5' VARIES CONCRETE IFCO STYLE S (SOLID COVER) TRENCH GRATING WITH - : r'^, " '. ..- STANDARD � STYLE. B FRAME, D&L FOUNDRY "J SERIES" WITH 6" CURB SECTION 2 1/2" DEPRESSED 4" SIDEWALK Tr f COMPACTED --- SOLID, BOLT DOWN COVERS (OR APPROVED EQUAL) f 10.5" °� 6" 6" CONCRETE SIDEWALK LANDINGHEIGHT AND WIDTH RAMP 3" GRAVEL BASE (TYPJ BASE ROCK DETERMINED BY ENGINEER IBA BASE ON �I. SECTION A-A s a" e'- F.> ,' s EXPANSION JOINT 25-YEAR EVENT. SHALL NOT BE � L7 LESS THAN 6" AT CURB OPENING NO SCALE ui1u BASE COURSE 6. SECTION C-C J COMPACTED 4' MIN. CONCRETE SHALL BE M-4000 � 7" M-4000 PSI CONCRETE,/ SUBGRADE �I NO SCALE REINFORCED WITH 4 BARS ON SECTION A - N.T.S. COVER MUST BOLT DOWN TO FRAME I� h CONSTRUCTION NOTES: #2'x2' GRID 1, STANDARD APPLIES TO NEW CONSTRUCTION, WITH MAX. CURB R=15, AND MIN. 5.5' BOULEVARDS. NOTES: 2. RAMP AND CURB CAN BE POURED MONOLITHICALLY. 1. P.C.C. SHALL BE 4,000 PSI ® 28 DAYS. CONCRETE TO BE PLACED ON APPROVED SUBGRADE ® �! 3. STORM DRAIN INLETS SHALL BE CONSTRUCTED "UPSTREAM" OF RAMPS. ALTERNATIVE LOCATIONS AND BASE ROCK. (y DETAIL `tea N PERMITTED ONLY UPON CITY ENGINEER'S APPROVAL. 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' C6.1 CONCRETE STORM DRAIINAGE IINLET CHASE 4. RAMP WIDTH SHALL BE 5' MINIMUM. INTERVALS AND SHALL EXTEND A MINIMUM OF 20% C.O.B. STD. DWG. 02529-14 A THROUGH THE CONCRETE. I� 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2%. 3. ASPHALT PAVEMENT SHALL BE PLACED TO ENSURE NO PONDING ADJACENT TO CONCRETE SWALE. D c6.1 PEDESTRIAN RAMP E�CAIDL COB DETAIL NO. 02529-5 C6.1 CONCRETE VALLEY GUTTER NTS CAST IRON TACTILE SURFACE io \ 24„ 2„ DEPRESS CURB TO THIS LINE FOR CURB DROP. 6' VARIES A� j SPILL CURB VARIES 4"(TOP)IL a "R ., CATCH CURB 4.51, M ARE 18" S = 3 4":1' WINGS ADJACENT TO � 1%2" WINGS ADJACENT TO CONCRETE SURFACE ARE 6' ; w 1 iiuiii SCOPE _ '-' =a- a W 1•� a 5 m CFd1 - 4° THICK P.C.C. FOR 5' WIDE SIDEWALKS - �- w, uI���LL °Q. 6" THICK P.C.C. FOR 6' & 10 WIDE SIDEWALKS P 3" COMPACTED CRUSHED 6" THICK, M-4,000 PSI REINFORCED VARIES i� #5 0 18D CEMENT CONCRETE. H CRUSHED irq l ��� � ROCK BASE #5 ®18" O.C. EACH WAY - GRAVEL BASE COMPACTED SUBGRADE NO LIP - 3" MIN 11 L-ITJI L III III= f �4 o SUB BASE MIN 3" THICK, 1 1/2" CRUSHED COURSE AS s 4 I i 4 t t '� " - 3 OF 1 CRUSHED ROCK BAS h-� REQUIRED 3 �+ u s : f ;', ROCK BASE COURSE IN �-9 .,�„ ACCORDANCE W/MPW 2235 E "-E^•r �-`r-"r�-r-r-"'r -tr�^rr :. I'iu n ii !u ii ul ii d li w ii a ii ii u u Iu.ITI NOTES: mil n colsncil I� suBCIiADE�J SECTION THROUGH RAMP 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. : -:. 15" THICK, 8"-0 � � W NOTES: �� `i ' UNCRUSHED SUB-BASE 1. CONCRETE SHALL BE CLASS M-4000. 5. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS �•�: ' '�;t� COURSE IN ACCORDANCE NOTES: g AT ALL P.C.S., P.T.S., CURB RETURNS AND AT NOT SHOWN ON GRADING PLAN. MAXIMUM CROSS SLOPE - 2%. '• W/MPW 2234 1. TRUNCATED DOME PANELS PER CITY OF BOZEMAN STDS. 2. SUBGRADE OR BASE COURSE COMPACTION MORE THAN 300' INTERVALS. THE EXPANSION -I,T SHALL CONFORM TO SECTION 02234 (MPWSS) MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH 3. CONCRETE SHALL BE 4,000 PSI ® 28 DAYS. I1=1I I-III-III-I i�-1I1=1I I-1I-1I-I I ---COMPACTED SUBGRADE 2. ALL RAMPS AND ACCESS WAYS SHALL CONFORM TO THE OF THE CURB AND GUTTER. 4. CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS EQUIVALENT TO THE AMERICANS WITH DISABILITIES ACT (ADA). a 3. CRUSHED BASE SHALL MEET THE 6. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A WIDTH. SHEET REQUIREMENTS OF SECTION 02235 (MPWSS) FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS OR HERS REPRESENTATIVE. 5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS AND AS z°o C6"1 4. CONTRACTION JOINTS SHALL BE PLACED AT 10' SHOWN ON ADDITIONAL,DETAILS. INTERVALS AND SHALL HAVE A MINIMUM DEPTH N1f IN 3VAL AND MINIMUM WIDTH OF 1/5". DETAIL C6.1 ADA ACCESSIBLE RAMP COB"Y'ONW®®�SUB 2 DETAIL \,C6.1 CONCRETE PAVEMENT AND SIDEWALK CROSSING N.T.S. CIVIL DETAILS PROJECT: C6.1 INTEGRAL CONCRETE CURB&GUTTER c6 i CONCRETE SIDEWALK �T �� B BUILT DATE:04/14/2020 C.O.B. STD. DWG. N0. 02528-1 N.T.S. ',, I I STEEL POST MARKER NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE F N PAINTED BLUE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM o N OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT I GREEN STEEL POST AT N END OF SERVICE LINE G LESS THAN 3' FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION. LOCATION OF CURB BOX m OR AS SHOWN ON PLAN PROPERTY REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH 1' AND EDGE OF PAVEMENT. z o LINE OR EASEMENT 4 EASEMENT a 8' MAX LINE o NO COUPLINGS OR OTHER JOINTS ALLOWED 2.5' EXISTING 3' MIN. ON SERVICE PIPE FROM CORP. STOP TO CURB BOX STREET SURFACE 4' PAVEMENT TO BACK OF CURB CURB STOP FOR 3/4" AND 1" SERVICES. RESTORE - SURFACE STRAIGHT COPPER PIPE SHALL BE USED FOR 6C MIN. GROUND TO 2" NEW HYDRANT, COVER GROUND SURFACE GROUND SURFACE INSTALL PLUMB WITH PUMPER MIN. 4'- 0" CLEAR 1 1/2"AND 2" SERVICES OR NOZZLE FACING STREET MUELLER SUPER 8' CENTURION 250 ALL AROUND (TREES, PROVIDE 5' CONDITION z ELEVATIONS AS EEC GES, BUSHES, TAP�' STATIONARY \ \ \�\ \ \�\G\�\\��\me III-IILIII' Z ROD IN ALL A V� y •% A �� A��Vi III III=T. .. III- o SHOWN ) _— CURB BOXES _ -\R 2.5' .III-1 - III N ON PLANS OR 0.2' SEE DETAIL COMPACTED BACKFILL SLOPING, BENCHING OR ABOVE TOP OF O BELOW CUR STOP (SEE SPECS.) - SUPPORT SYSTEMS IN THIS ADJUSTABLE SCREW WATER MAIN �rW - AREA TO CONFORM TO O.S.H.A. CURB GRADE - BASE MATERIAL 1r TYPE VALVE BOX VARIES 8' - TYPE "A","B","C" f REGULATIONS � GROUND LINE y WITH LID SELECT MATERIAL BACKFILL AREA (TYPICAL EXCEPT IN SPECIAL TRENCH BACKFILL °fd ,, _ 12" MINIMUM 1"- MINUS COMPACTED m bbb CORPORATION STOP (SEE SPECIFICATIONS) CIRCUMSTANCES WHERE CITY HAS CRUSHED ROCK. PLACED AND COMPACTED v� UNDISTURBED /i�ir/j irr>r�rrr� r�• n. APPROVED ALTERNATE LOCATIONS) - _ > > PER CITY OF BOZEMAN STDS. EARTH DETAIL OF A r rr.. i�� /rrl�rrr/rr�jrr�irr�/rr�%iriii/' SERVICE PIPE /r rr r o MIN. CPROPERLY ORPORATION STOP ` j% jii/Sri?iriirriir��%r� SIZE PER PLAN l 6"-MINUS PIT RUN. PLACED AND WWI COMPACTED PER CITY OF BOZEMAN STDS. z CO ER TAP MAIN AT i✓i!!iirriirr %i�riii� SPRINGLINE. ° 6 INSTALL DETECTABLE WARNING TAPE *CONCRETE - !% ' r_'r r rr Sir r/ �rr� 18" DEPTH THRUST s \ ° \\�\\\\\\ \\\\\ \\\\\ \\\�\\.\�\\\% 2" X 2" NTA,y BLOCK TO MAIN LINE Y��\ \\ \ \\\ \�\\\\\\ \\ SERVICE LINE. SLOPE = 1/4" PER WOOD 4„ SELECT TYPE I BEDDING MATERIAL PLACED \ \\ \\��\\\\ \l\ TRENCH BOTTOM 6" MIN. FOOT MIN., 1 2" PER FOOT MAX. __ IN 6" LAYERS AND COMPACTED THOROUGHLY * cxels o. GENERAL / MARKER _ _ - AS SPECIFIED IN SECTION 02221. euoes NOTES: 45'ELBOW JOINT AS REQUIRED FOR 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED - PIPE SPECIFIED FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE T=III =11 MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID � 11,i TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES TYPE II PIPE BEDDING WHERE NEW 6" AUXILIARY GATE VALVE SHALL HAVE A MAXIMUM 7 1 2 FOOT COVER AT CURB STOP. TRENCH WIDTH O.D. REQUIRED FOR SOFT OR MIN. 1/2 CUBIC YARD WASHED / OF PIPE PLUS 2 GRAVEL FLANGE JOINT � IN LINE WYE FITTING FOR NEW INSTALLATIONS. SUBSTABLE FOUNDATION. DRAWN BY:JPS 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN.ON THE DRAWINGS SADDLE FITTINGS ALLOWED FOR EXISTING MIN. TRENCH WIDTH=3.5' REVIEWED BY:JLS OR AS SPECIFIED. INSTALLATIONS ONLY UPON APPROVAL OF CITY PLUG -MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN OF BOZEMAN SEWER DEPARTMENT. PROJECT ENGINEER:CGS LIEU OF CONCRETE THRUST BLOCK 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. *SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION DESIGNED BY: CGB 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN SERVICE INVERT NO LOWER THAN OFF-POSITION. SANITARY SPRING LINE OF SEWER MAIN FOR SEWER WYE FITTINGS. MAIN DERAIL, DETAIL 3 DETAIL, 4 DETAIL, � ce.z FIRE HYDRANT �� WATER SERVICE LINE c-2 SANITARY SEWER SERVICE LIME 1 TYPICAL UTILITY TRENCH DETAIL C.O.B STD. DWG. NO. 02660-4 C.O.B. STD. DWG. NO. 02660-6 C.O.B. STD DWG 02730-2 ® "* C.O.B. STD. DWG NO. 02221-1 o k� f� - GREEN STEEL POST AT PO �`7A`7�9"/i�i�r•> v�v i/•/`/`i ri'ii END OF SERVICE g PROPERTY LINE OR EASEMENT LINE -�Tj�✓ij B 5.5' BOULEVARD 4. (TYP.) �\�! :a STREET SURFACE SIDEWALK GROUND SURFACE BEND - REDUCER 2.5' 1' WATER BOX COMPACTED UNDISTURBED EARTH 1'—►I ,�-- / BACKFILL CURB BOX FINISH GRADE TOP SECTION (TYP.) (SEE SPECS:) �. ��/...... ��\r. 11.5' 8' (TYP.) (TYPICAL EXCEPT IN SPECIAL �d CIRCUMSTANCES N E O ALTERNATE LO TY HAS CATIONS) CATONS) MIN f7—MUELLER H-15428 STRAIGHT COUPLING WITH GALVANIZED il?"��fi OR BRASS CAP 2 X 2" 6.5' WOOD MIN TEE TEE (Plugged) MARKER 1� STANDARD DIMENSIONS FOR THRUST BLOCKING I COPPER SERVICE TEES 45' BEND REDUCERS & 1/4 BEND LINE FITTING & PLUGS 90' BEND & WYES 22J�Z' BEND COMPRESSION - W P COUPLING SIZE WATER MAIN m A B A B A B A B SERVICE LINE. SLOPE= 1/4"PER a C' e�U PLUG 6„ 2•-0.1,-11"2'-5-12'-2-1,-70"i,-�" 1•-9. �,-10" FOOT MIN., 1/2" PER FOOT MAX. 12" 2'-7" 2'-3" 46'ELBOW PROV AMETER NOTES: CURB STOP DRA NIDHOLE.DI BACK FILL d 2" COPPER SERVICE LINE WITH WASHED ROCK 1. THESE TABLES ARE BASED ON 150 PSI MAIN SANITARY �A ® W PRESSURE & 2000 PSF SOIL BEARING PRESSURE. SEWER MAIN - (L4 CORPORATION STOP IN LINE WYE FITTING FOR NEW INSTALLATIONS. INSTALL TAPPED BLIND 2. WRAP ALL FITTINGS WITH POLYETHYLENE, IF REQ'D BY SADDLE FITTINGS ALLOWED FOR EXISTING FLANGE W/ 2" ORIFICE, i CITY OF BOZEMAN. INSTALLATIONS ONLY UPON APPROVAL OF CITY FLANGED END ADAPTOR AND b OF BOZEMAN SEWER DEPARTMENT. CORP STOP A SERVICE INVERT NO LOWER THAN °O SPRING LINE,OF SEWER MAIN FOR 3 WYE FITTINGS. DETAIL, 6 DETAIL, DETAIL, SHEET ce.z DEEP SANITARY SEWER SERVICE LINE ce z TYPICAL]BLOWOFF C6v2 �•z THRUST FLOCKING FOR WATER MAIN FITTINGS o FROM C.O.B. STD. DWG. NO 02660-1 C.O.B. STD DWG 02730-3 C.O.B. STD. DWG NO. 02660-7 "-, COTTONWOOD SUB CIVIL DETAILS PROJEC� 7-149 �SILT 6 DATE:0T:14/202 Il�ll �`, DATE:04/14/2020 Q O O� N } m 3 o 10' UTILITY 10' UTILITY q� CORRIDOR 90' ROW CORRIDOR 48' TBC TO TBC 0' 6' 1 SIDEWALK BLVD 5' BIKE I V T RAVEL 13' TURN LANE 11' TRAVEL 5' BIKE BLVD SIDEWALK 1' LANE IANE LANE LANE 1' z 0 0.5' CI�NTERLINE FCFSTRIPE NTERLINE 0.5' 0 N 'TRIPE m MATCH EXT'G �5.0% 2_0% 2.0% 3.0% 3.0% 2,0% _2.0%_ 5,0 x MATCH EXT'G GROUND GROUND ~- - 4:1 6" THICK M-4000 /vi / /✓i. 4' .L, r i.) CONCRETE r .r r -{ .� ,+. ` r t".� r { + /A; 6" THICK M-4000 I 3" MINUS GRAVEL BASE C.O.B. CONC. CURB & \����%` : 4' ASPHALIURCALE ^/i:i=- CONCRETE GUTTER (TYP.) COURSE (2 LIIIS) 3" MINUS GRAVEL BASE COMPACTED ASPHALT BINDER PG 58-28 COMPACTED SUBGRADE (TYP.) z STABLE SUBGRADE SUBGRADE 6" CRUSHED GRAVEL BASE LEAVE FINISH GRADE 6" BELOW TBC FOR PLACE 315 LB WOVEN GEOTEXTILE FABRIC (MIRAFI 60OX OR APPROVED (TYP.) COURSE (1-1/2" MINUS) PLACEMENT OF 6" DEPTH TOPSOIL(TYP.) EQUAL) OVER ROLL COMPACTED SUBGRADE. 18" PITRUN GRAVEL STABLE SUBGRADE THAT REQUIRES FABRIC COVERAGE IS CONSIDERED TO BE COMPACTED NATIVE SILT/CLAY AND OR DIRTY SANDY GRAVEL. (6" MINUS) HOWEVER, IF SUBGRADE CONSISTS OF COMPACTED, CLEAN NATIVE SANDY * +" A GRAVEL, THEN FABRIC IS NOT REQUIRED. UNSTABLE SUBGRADE /CNA�� PLACE TENSAR TX-190L TRIAXIAL GEOGRID OVER 8 OZ. NON-WOVEN GEOTEXTILE FABRIC (MIRAFI 18ON OR APPROVED EQUAL) ON \ SMOOTH ROLLED EXISTING SUBGRADE. OVERLAP GEOGRID 24" MIN AND TIE AT 24" SPACING. I ������ DRAWN BY:JPS OVERLAP FABRIC 24" MIN. REVIEWED BY:JLS MIRAFI 18ON OR APPROVED EQUAL C6.3 W.GAPWIELD ST.TYPICAL ROADWAY SECTION N.T.S PROJECT ENGINEER:CGB *PROOF ROLL TO DETERMINE IF SUBGRADE IS STABLE OR UNSTABLE ENGINEER SHALL WITNESS ALL TESTING DESIGNED BY: CGB 10' UTILITY 60' ROW 10' UTILITY CORRIDOR CORRIDOR 35' TBC TO TBC 1' 5' 6.5' 7' PARKING 7' 10' TRAVEL 10' TRAVEL PARKING 6.5' 5' 1 SIDEWALK BLVD LANE LANE BLVD SIDEWALK b 2' 2' b 0 3 MATCH EXT'G 5.0% 2.0% 2.0% 3 0% 3.Oi 2.0% 2.0% 5.0% MATCH EXT'G GROUND mlb GROUND iV '�/i� miry 6"THICK M-4000 �•/ / �- t c �r,f �,C /✓_ CONCRETE 6' THICK M-4000 (� CONCRETE C� 3° MINUS GRAVEL BASE C.O.B. INC. CURB & UTTER GER (TYP.) 3' ASPHALT SURFACE COURSE 3" MINUS GRAVEL BASE L ASPHALT BINDER PG 58-28 COMPACTED SUBGRADE (TYP.) COMPACTED STABLE SUBGRADE SUBGRADE LEAVE FINISH GRADE 6" BELOW TBC FOR ® OP1 PLACE 315 LB WOVEN GEOTEXTILE FABRIC (MIRAFI 60OX OR APPROVED 6" CRUSHED GRAVEL BASE EQUAL) OVER ROLL COMPACTED SUBGRADE (TYP.) COURSE (1-1/2' MINUS) PLACEMENT OF 6" DEPTH TOPSOIL (TYP.) b STABLE SUBGRADE THAT REQUIRES FABRIC COVERAGE IS CONSIDERED TO BE A' COMPACTED NATIVE SILT/CLAY AND OR DIRTY SANDY GRAVEL. 15" PITRUN GRAVEL 44 HOWEVER, IF SUBGRADE CONSISTS OF COMPACTED, CLEAN NATIVE SANDY (6" MINUS) GRAVEL, THEN FABRIC IS NOT REQUIRED. H UNSTABLE SUBGRADE PLACE TENSAR TX-190L TRIAXIAL GEOGRID OVER 8 OZ. NON-WOVEN GEOTEXTILE FABRIC (MIRAFI 18ON OR APPROVED EQUAL)I ON u SMOOTH ROLLED EXISTING SUBGRADE. OVERLAP GEOGRID 24" MIN AND TIE AT 24" SPACING. OVERLAP FABRIC 24"I MIN. 2 DETAIL MIRAFI 180N OR APPROVED EQUAL �-3 TYPICAL LOCAL ST.ROADWAY SECTION *PROOF ROLL TO DETERMINE IF SUBGRADE IS STABLE OR UNSTABLE N.T.S ENGINEER SHALL WITNESS ALL TESTING CLEAR & GRUB, MINIMUM LIMITS 30.0' 10' WIDTH FOR SHARED en 3 USE IN LINEAR PARK o d 8' WIDTH FOR OPEN 5.0' 10.0'- - - -10.0' --5.0' SPACE CORRIDORS _ !� v4p d m 1' GRAVEL 1' GRAVEL �1 `� _ SHOULDER' 6' WIDTH FOR SHOULDER 2.0% 2.0� 2= PARK TRAILS l--1 H � X• 1 0 N M"M A SLOPE P! � � � 1:Ax 3" ASPHALTIC CONCRETE 11 2 MINUS CRUSHED GRAVEL HA'E, 9"� 6" CRUSHED GRAVEL BASE / COMPACTED NON-WOVEN FABRIC OR GEOGRID AS COMPACTED COURSE (1-1/2" MINUS) MINIMUM THICKNESS, COMPACII D TO A SUBGRADE 7 DETERMINED BY THE ENGINEER. PROOF ROLL SUBGRADE MINIMUM OF 95% OF MAX DRY DENSITY AS TO DETERMINE IF SUBGRADE IS STABLE. DETERMINED BY AASHTO T99 U (NP•) 15" PITRUN GRAVEL (6" MINUS) ENGINEER SHALL WITNESS ALL TESTING. TYPE B ASPHALT PLANT MIX, 2 1/2" MINIMUM THICKNESS, COMPACTED TO A - MINIMUM OF 93% OF MAX. DENSITY 3 DETAILAS DETERMINED BY ASTMD 2041 ce.3 NOTES: TYPICAL ALLEY SECTION SKEET LOAD OF 25 000 ESAL. ' DESIGNED TO SUPPORT A MINIMUM DESIGN L , N.T.S 1. PATH WAYS SHALL BE 2. A SOIL STERILANT SHALL BE APPLIED TO THE SUBGRADE PRIOR TO PLACEMENT OF THE GRAVEL ��"� BASE. 3. A CONSTRUCTION SEAL SHALL BE APPLIED TO THE PAVED SURFACE IMMEDIATELY FOLLOWING " FINAL ROLLING AT THE RATE OF 0.1 GALLON/SQUARE YARD. T COTTONWOOD SLJ18 CIVIL DET9 ASPHALT PATHWAY AIILS 4 AS IBUIL� C6.3 ASPHA DATE:04/14/2020 . C.O.B. STD DETAIL 02529-16 5 i INLET CASTING z a o D&L I-3517 I LAML AND GOVILR TO BE EITHER D&L A-1172 RING WITH A-1178 COVER, c a OR APPROVED EQUAL w iv � sin/sill SERIES, OR APPROVED EQUAL. m COVI Rs 'AlALL HAVE TWO 1" PICK HOLES. m 5/8" SMOOTH ROD CENTERED IN = z c OPENING o= N 3 0 N - ALLL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & o ADJUSTING RINGS AS TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE REQUIRED WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. a N 5„ z 5 II~~ PRECAST REINFORCED CONCRETE MANHOLE RISER �! 4'-0" AND ECCENTRIC CONE TOP MANUFACTURED IN 24" ACCORDANCE WITH ASTM DESIGNATION C-478. MANHOLE STEPS AT 16" CENTERS GROUT INVERT TO SPRINGLINE I I p OF PIPE IF GAP BETWEEN w� PIPE AND CHANNEL IS GREATER THAN 1/8 z C7 BLOCK OUT FOR 4'-0" ' PIPING. SEE GRADING (MIN.) PRE-CAST FLOWLINE PLAN FOR ACTUAL PIPE LOCATIONS VARIABLE (a, SHELF-SLOPE 1" PER ; ,�:,FOOT TOWARD CHANNEL. EE CHANNEL DETAIL.A, TOP OF PIPE MAY NOT EXTEND PAST12"M (TYPICAL FLEXIBLE GASKETED JOINT (TYPICAL .g 18" SUMP FOR POURED- FOR PRECAST BASES - SEE DETAIL) INSIDE WALL OF MANHOLE. IF NECESSARY IN-PL4CE BASES) TOP HALF OF PIPE MAY BE TRIMMED OFF A SMOOTH. (8" DIAMETER ONLY) DRAWN BY:JPS ' CHANNEL REVIEWED BY:JLS PROJECT ENGINEER:CGB 6" BASE A PRECAST OR POURED-IN-PLACE BASE. DESIGNED BY: CGB POURED-IN-PLACE BASE, MINIMUM #4 BARS - 1'-0" O.C. CONCRETE THICKNESS BELOW PIPE IS 8 INCHES. PRECAST BASE, MINIMUM I DETAIL 5'-4" DIA. THICKNESS IS 6 INCHES. ALL BASES ceA STANDARD 24"z36"CURB INLET (MIN) REINFORCED AS SHOWN. C.O.B. STD. DWG. NO. 02720-1A F SLOPE T 1" PER FOOT. MANHOLE 4" MINIMUM, 7' MAXIMUM OPENING C(1ANNEL TO FULL L. PIPE DEPTH NOTE: STORM DRAIN MANHOLES SHALL NOT HAVE FORMED d 18" HIIGHER THANELS AND HBOTTOMSOF PIPE MANHOLE.T SHALL BE ^�_ 4.�.ii'�t I DRILL 3 HOLE H 4-1/2" FROM THE TOP OF THE VALVE 5/8" DIA SMOOTH ROD CENTERED IN OPENING INLET CASTING NEENAH R-3067-L, EJIW ¢ �� FOR FLAT TOP MANHOLE SEE C.O.B. STD. DWG.NO 02720-4 KNOT BOX (EXCEPT FOR EJIW 7030) 7030, DEETER 2047L, OR D&L I-3517 __ SECTION A—A ®� 5" FLAT SLAB COVER COIL ENOUGH WIRE (� TO EXTEND 12' / 3 \�ET��I. _ ABOVE GROUND b 24" C6.4 SANITARY SEWER AND STORM DRAIN MANHOLE > OPENING C.O.B. STD. DWG. N0:02720-3 u 4' DIA. PRECAST REINFORCED CONCRETE ••• 4' • MANHOLE AND BASE, AS PER C.O.B. STANDARD DRAWING NO. 02720-4 c �. ...,. SPIRAL TRACE �' -f�VAI VI HOX bb----�� OVERFLOW ELEV. —�... WIRE UP ON THE ® b° (SEE TABLE BELOW) OUTSIDE OF THE u 24" DIA. FRAME AND \ VALVE BOX v GRATE '•�1 RIM. ELEV. p../ o 0CIO (SEE PLAN) \ FLOW o0 0o Ise FLOW ,? 00 00 1.�.: • 6" MIN. MI 4 DIAM. (SEE PLAN) CORRECT" WITH DIRECT\ a °r .° s! .r� y•. WEIR CREST NON-SHRINK BURY LUG p o cl INVERTGROUT(TYP) 24" DIA. FRAME AND b.` ++( (SEE TABLEGRATE �o ,r^VALVE p4a FLOW BELOW) FLOW ONE EXTRA BAR IN BOTTOM : TOP VIEW / :'I X (ALL.SIDES) 18" SUMP pq p OUTLET PIPE 6" REINFORCED �7 f INLET PIPE WEIR WALL (SEE PLAN) (SEE PLAN) a REINFORCED / G% WEIR WALL ,6,. U 'pq FLOW FLOW L, SECTION VIEW m —' 00 FLAT SLAB COVER � �ya REINFORCEMENT AS PER C.O.B. $ DETAIL I L STANDARD DRAWING 02720-6 INLET PIPE DETENTION FACILITY OVERFLOW ELEV. WEIR CREST INVERT ELEV WEIR WIDTH (INCHES) STIR. DIA. EXT'G OR NEW? (SEE PLAN) C6.4 VALVE RISER TRACER WIRE #1 4849.17' 4845.69' 19 - 3/8" 48" EXT'G 51-I1L•E T 2 DETAIL #2 4852.64' 4849.10' 1 - 1/8" 60" EXT'G . o #3 4853.67' 4853.34' 38 - 3/4" 48" NEW WEIR WIDTH (SEE C6o4 C6.4 COMBINATION MANHOLE AND CURB INLET #4 4858.94' 4858.58' 34" 48" NEW PLAN VIEW TABLE TO LEFT) C.O.B. STD. DWG. NO 02720-18 g COTTONWOOD SUB 4 ����I�, p CIVIL DETAILS C64 DETENTION FACILITY OUTLET FLOW CONTROL STRUCTURE d S BUILTO i PROJECT:17-149 NTS DATE:04/14/2020 �28.15"� 15.75"----1 W o N IS 28.15" 1',_/5"-� l. CUT AN "X" IN THE FABRIC ENVELOPE THAT m - IS SLIGHTLY LARGER THAN THE PIPE. PULL z c5 uo THE ABRIC FLAPS AROUND THE PIPE, AND 3 0 iv M - SEAL WITH A STAINLESS STEEL BAND. GEOTEXTILE FABRIC r 1 I GEOTEXTILE OVER ACF R-TANK 1 FABRIC OVER- INI I I%OUTLET NOTE: PIPE MUST BUTT DIRECTLY I ACF R-TANK \ AGAINST R-TANK. PIPE EFFLUENT I'il'I SHALL NOT PASS THROUGH FABRIC FRONT VIEW SIDE VIEW - ENVELOPE o_ x SIDE VIEW FRONT VIEW ' �V " " CUT IN THE FABRIC TO ALLOW STAINLESS STEEL BAND USED �28.15 -1 TO FASTEN FABRIC TO PIPES 28.15 .,,,�._� ,,. ,,.•., PIPE/TANK INTERFACE TO PREVENT BACKFILL FROM ENTERING STRUCTURE t_ m r ^ END VIEW OF PIPE/FABRIC CONNECTION SIDE VIEW OF PIPE/FABRIC CONNECTION mj � � a 1 1 � f z AFTER TANK WRAP IS SECURED TO PIPE, PLAN VIEW PLAN VIEW SLIDE BOOT AGAINST R-TANK AND SECURE WITH SECOND STAINLESS STEEL BAND, THEN Gov ATTACH BOOT FLAP TO TANK ENVELOPE GEOMETRY:LENGTH = 28.15 IN. (715 M) FABRIC WITH DUCT TAPE OR OTHER ADHESIVE.WIDTH = 15.75 IN. (400 M ) FABRIC COLLAR TO FIT OUTSIDEHEIGHT = 25.98 IN. (660 M) DIAMETER OF INLET/OUTIIT GEOTEXTILE FABRIC OVER ACE R-TANKTANK VOLUMEm 6.67 CF Pn'f GEOMETRY:LENGTH = 28.15 IN. 715 MM 15 0( ) STORAGE VOLUME = 6.33 F WIDTH = 15.75 IN. (400 MM) VOID INTERNAL VOLUME: 95% HEIGHT = 17.32 IN. (440 MM) VOID SURFACE AREA: 90%*0 PIPE PIPE TANK VOLUME = 4.44 CF 12 OZ/SY O.D. STORAGE VOLUME = 4.22 CF NON-WOVEN DRAWN BY:JPS VOID INTERNAL VOLUME: 95% ISOMETRIC VIEW LOAD RATING:33.4 PSI, (MODULE ONLY) GEOTEXTILE, �' I'u'I•{{ VOID SURFACE AREA: 90% HS25, (WITH ACF COVER SYSTEM) TRIM AS y j REVIEWED BY:JLS NEEDED PROJECT ENGINEER:CGB MATERIAL:100% RECYCLED POLYPROPYLENE STAINLESS �i, STAINLESS DESIGNED BY: CGB LOAD RATING:33.4 PSI, (MODULE ONLY) STEEL BAND j STEEL BAND HS25, (WITH ACE COVER SYSTEM) SMALL PLATES PER SEGMENT/TOTAL:5/10 - MATERIAL:100% RECYCLED POLYPROPYLENE ISOMETRIC VIEW SMALL PLATES PER GEOTEXTILE BOOT FRONT VIEW 01 GI 01FX Ill_F OT BO SIDE VIEW OF GEOTEXTILE BOOT SEGMENT/TOTAL:5/5 DETAIL cb.s R TANK HD-SINGLE+MINI MODULE 3 DETAIL DETAIL NTS ce.s R TANK HD-INLET/OUTLET CONNECTION ce.s NITS TANK HD-SINGLE MODULE NTS b � b ® O �28.15" - I- 15.75"- -I MAINTENANCE PORT REINFORCED FRAME AND COVER 'lL�y!a _ REINFORCED CONC. COLLAR (WHERE N __ REQ'D) MIN. 1" CLEARANCE FROM PVC �1 BA 5CKFTO %I LL PROCT RA D CTED NSITYY PAVED SURFACE NOTES .�>;,y u THIS PORT IS USED TO PUMP WATER INTO THE GEOGRID (REQ'D IN SYSTEM AND RE-SUSPEND ACCUMULATED - --- TRAFFIC AREAS) SEDIMENT SO THAT IT MAY BE PUMPED OUT. ___ • MINIMUM REQUIRED MAINTENANCE INCLUDES A NON-CORROSIVE N GEOTEXTILE IN _ - � QUARTERLY INSPECTION DURING THE FIRST 14" HOSE CLAMP YEAR OF OPERATION AND A YEARLY INSPECTION v i THEREAFTER. FLUSH AS NEEDED. • ONLY R-TANKED AND R-TANK" MAY BE USED . - ' IN TRAFFIC APPLICATIONS. 1".VENTING �R TANK (REGULAR -- PERFORATIONS SHOWN) n1.5" 8" NOTCHES CUT IN SHADED AREAS (8 z p OPENINGS TOTAL) Cad] W� SIDE VIEW FRONT VIEW PIPE NOTCHING z PATTERN s (~ GEOMETRY:LENGTH = 28.15 IN. (715 MM) g 28.15 WIDTH = 15.75 IN. (400 MM) �T HEIGHT = 42.52 IN. (1080 MM) NON-CORROSIVE SOLID NOTCH BOTTOM OF PIPE 'z I} TANK VOLUME = 10.91 CF PLATE PLASTIC, SLATE (SEE PATTERN) 2 W a io STORAGE VOLUME = 10.36 CF OR EQUIVALENT O VOID INTERNAL VOLUME: 95% VOID SURFACE AREA: 90% ' 1DETAILLOAD RATING:33.4 PSI, (MODULE ONLY) . � b H HS25, (WITH ACF COVER SYSTEM) C6.5 R TANK HD-MAINTENANCE PORT k�! PLAN VIEW MATERIAL:100% RECYCLED POLYPROPYLENE NTS i SMALL PLATES PER ISOMETRIC VIEW i SEGMENT/TOTAL:5/15 , 6.5SHEET s 4 IDETAILC cb.s R TANK HD_DOUBLE+MINI MODULE COTTONWOOD SUB NTS R TANK DETAILS AS Mai JI� a � PROJECT:17-149 DATE:04/14/2020 i� I w � N p N N GEOGRID (TENSAR BX-1200 OR EQUAL) ONLY m UNDER PAVED AREAS. I3 0 BACKFILL COMPACTED TO 95% MIRAFI FW402 GEOSYNTHETIC FABRIC (OR EQUAL) ¢ 0 MODIFIED PROCTOR DENSITY UNDER AREAS NOT PAVED o PAVED SURFACE 36" MIN. COVER FROM FINISHED R-TANKS MODULES GRADE TO TOP OF TANK: 20" MIN. I - I 4IMA II I I_ 6 TOPSOIL AND SEED N 12" MIN. FREE DRAINING ROUND GRADE BREAKS - ANGULAR STONE, SMALLE I I I I I[—I I - I I I- THAN 1.5" IN DIAMETER III III III, IIII III III III III I II I III ffl -- ! I 6" FREEBOARD 4 MAX. SLOPE 4 II III III - ll_L IIIII LLIIII I!I III 1 1 m -III =1 III-III E, I III II II III III IIII III-III III III-III III III-III III III I rn � III=1 I-I ElII II III-III III III III II II 1= 12" WATER DEPTH i II III III II III II III=1 III-III III III=III III III=III III=11 !- III-III III III= III - III �II III—III III III—III III—III—III III OPTIONAL Z INLET PIPE ! III III = EXCAVATION LIN III III AND MIRAFI 02 OVERFLOW PIPESYNTHETIC_ EXCAVATION LINE III III _ —III-FABRIC OR EQU --` AND MIRAFI FW402 GEOSYNTHETIC 11-�T�TrT,, I�._',,,� = L T A,ya FABRIC (OR EQUAL) IIII IIIIIII IIII III I I I I I I I III IIIIII I IIIIII II I!II _II II I I I!I-!I I;III= VARIES 3" MIN. * CeHuRoI S RGI 11 _I -1 I III- I I I I1=�I=1 I I-I�I �I=I -I�I=I I=III !I I=III III I C I-I I I I=III-I I III I!I=III I�I-III-III III-III-:I I III-III -III III-III III-I I 5 =IIII -I I' III-ICI-III=I -II III-II III I!I I!I-I!I I!I III-I II ;! I'! I III-I III-!I!--!I! !II-!I! !II III-II! !I II-III III= Ro 1 PE =i ill 1I=IIII III 1-1I-IIII II II -III„I 1-I n n-ITI I I I L„ITT u I u-I III n I„I I u =u a Ti-u „ITI-u„I_ I u-L 3 DETAIL BASIN cRoss SECTION 24" MIN. BACKFILL - C6. OPTIONAL 6 RETENTION]BA ` FREE DRAINING AN ULAR OUTLET PIPE N.T.S. R-TANKS UNITS WRAPPED IN MIRAFI FW402 STONE, SMALLER THAN GEOSYNTHETIC FABRIC (OR EQUAL) ON TOP, 1.5' IN DIAMETER DRAWN BY:JPS BOTTOM AND ALL SIDES REVIEWED BY:JLS 3" MATERIAL OVER-EXCAVATE TO NATIVE GRAVEL LAYER. MUST ACHIEVE PROJECT ENGINEER:CGB FREEE DRAINING ANGULAR STONE, 1 FOOT DEPTH INTO NATIVE GRAVEL LAYER. GEOTECHNICAL EXCAVATION LINE AND MIRAFI FW402 GEOSYNTHETIC SMALLER THAN 1.5' IN DIAMETER ENGINEER TO FIELD-VERIFY NATIVE GRAVEL LAYER. BACKFILL DESIGNED BY: CGB FABRIC (OR EQUAL) TO BEDDING MATERIAL LAYER WUTH FREE DRAINING MATERIAL. SUBGRADE COMPACT PER SPEC SECTION 3.02D. A BEARING CAPACITY OF 2,000 PSF MUST BE ACHIEVED - PRIOR TO INSTALLING R TANK NOTES: 1, PRE-TREATMENT STRUCTURES.NOT SHOWN. 2. GEOGRID TO BE INSTALLED WHEN R TANK IS LOCATED UNDER PAVED AREAS ONLY. THIS INCLUDES RETENTION FACILITY HEAVY DUTY MONUMENT BOX, SIMILAR TO CARD ENG_ NO. 50608-1 #1 IN THE ALLEY AND THE WEST PORTION OF DETENTION FACILITY #4. 3. THIS DETAIL APPLIES TO DETENTION FACILITIES 1, 3, AND 4 AND RETENTION FACILITY 1 ONLY. SEE DETAIL 2/C6.6 FOR DETENTION FACILITY 2 DETAIL. I GROUND SURFACE kd I DETAIL SEAL JOINT WITH RAM-NEK b cb.v R TANK HID INFILTRATION SYSTEM-CROSS SECTION a n Q 8" X 3' ROUND CONCRETE SLAB H SUP HUB TO THREADED ADAPTOR MIRAFI 180N GEOSYNTHETIC FABRIC (OR EQUAL) - FROST BACKFILL COMPACTED TO 95% EXPANSION 0 MODIFIED PROCTOR DENSITY SLEEVE THREADED PLUG j� LANDSCAPED. SURFACE COVER FROM FINISHED 36" MIN.R-TANKS MODULES GRADE TO TOP OF TANK: " MIN. 84 I 84" MAX 12" MIN. FREE IN ANGULAR STONE, SMALLER _ II = :,...,. ..._ _ -I IIII !- ! I III OPTIONAL CLEANOUT PIPE, 8" PVC THAN 1.5" IN DIAMETER OVERFLOW PIPE =I T=11 NON SHRINK BACKFILL III I I I_I I I I -I��I I I III=I!I I!I III-III I I_I PI I I I I=LI _ III III ! III- PGI 1104 30 MIL PVC -I = L L J1L ll-III III =III l�ll LINER (OR EQUAL) ° I I III 11=I I I I I i- III III=1 I I III I - ° a ° 11I I I D IIII -III-III III-11I-III III-1I I-III III- _-_ '° a° < EXCAVATION LINE 45 INLET PIPE q/g BEND !I III III �( =_ - III INSET DETAIL .° a - ° II III II I III III I III -III II=III I IIIIIIIIIIIIIIII II II II III II I! - ° EXCAVATION LINE = _I! III I._ END OF SEE INSET DETAIL TO THE RIGHT -. Imo— -I--11— =I' iL TRENCH a ( > III -III = -11I -11I �I =i l 1=111 -I .11=1 -III-III-I =III 11= -III III=III III=III-III -III -II_I -'_ =III=III -III-III -III=h 1=11=?I ° ° a 3" MIN. I — _ III III III !=III = —III III—III III III— _ IIII III, — — !- MIFAFI 180N III— ... GEOTEXTILE FABRIC (OR EQUAL) a IIIIIII„I I III I I I„I I I„I I I„ m II I III I 1 I I I 1- a ° ` � FREE DRAINING ANGULAR OPTIONAL °a m STONE, SMALLER THAN OUTLET PIPE 4 - R-TANKro UNITS WRAPPED IN MIRAFI FW402 1.5" IN DIAMETER GEOSYNTHETIC FABRIC (OR EQUAL) ON TOP, BOTTOM AND ALL SIDES SUBGRADE COMPACT PER SPEC SECTION 3.02D. ° ° - a ° - °°° A BEARING CAPACITY OF 2,000 PSF MUST BE 4 ACHIEVED PRIOR TO INSTALLING R TANKo W SIZE OF MAIN LINE �.d N •� EXCAVATION LINE (SEE INSET 3" MIN. BEDDING MATERIAL DETAIL TO THE RIGHT) FREE DRAINING ANGULAR STONE, SMALLER THAN 1.5" IN DIAMETER a � NOTES: FLOW—► - raj00 1.PRE-TREATMENT STRUCTURES NOT SHOWN. 2.THIS DETAIL APPLIES TO DETENTION FACILITY 2 ONLY. SEE DETAIL /C6.6 FOR DETENTION FACILITIES 1, 3, 4 AND RETENTION FACILITY 1 DETAIL. END OF LINE CLEANOUT SHEET IF REQUIRED USE PLUG C6o6 DETAIL ce.e COTTONWOOD Sus R TANK HD PVC WRAPPED-CROSS SECTION � DETAIL ^ NTS STORM DETAILS ce.e STORM DRAIN CLEANOUT s ASBUILT 5 DATOE:E 4/14/2020