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HomeMy WebLinkAboutINFRASTRUCTURE 2.22.23 - 23-00085 - Founders Square Phase 3 - PlatFOUND R'S SQUAR PHAS 3 REXB URG, IDAHO WATER SEWER S & STREET IMPROVEMENTS DECEMBER 2022 �oelp— X31 5 �3fl DEC 22 OF D Y E R G R O U P LLC. ENGINEERING - PLANNING -MANAGEMENT 343 E. 4th NORTH, SUITE 108 208-390-9700 INDEX 1 TITLE SHEET 2 INDEX & GENERAL NOTES 3 UTILITY MASTER PLAN 4 PAUL REVERE LANE - WATER & SEWER IMPROVEMENTS 5 PAUL REVERE LANE - WATER & SEWER IMPROVEMENTS 6 PAUL REVERE LANE - STREET & DRAINAGE IMPROVEMENTS 7 PAUL REVERE LANE - STREET & DRAINAGE IMPROVEMENTS DETAIL SHEETS 8 STREET CROSS-SECTIONS 9 SIDEWALK, CURB AND GUTTER 10 DRIVEWAY DETAILS 11 WATER AND TRENCH DETAILS 12 SANITARY DETAILS AL CGT 45 J�x30 DEC 22 �T OF4- ��'OrV SECTION AND DETAIL IDENTIFICATION SECTION CALL -OUT DETAIL CALL -OUT 2 SECTION NO. (TYP.) A DETAIL LETTER. (TIP.) DT -2 SHEET ON WHICH SECTION IS SHOWN. (TYP.) INT -1 SHEET ON WHICH DETAIL IS SHOWN (TIP.) SECTION 2 DETAIL NAME 1-71 ENERAL NOTES 1. UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE DONE IN ACCORDANCE TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 2. ALL WATER LINES ARE TO BE AWWA C-104, CLASS 50 DUCTILE IRON PIPE WITH RUBBER GASKETED JOINTS. 3. ALL SEWER LINE PIPING IS TO BE ASTM D-3034 SDR 35 PVC. 4. ALL STORM DRAIN PIPE IS TO BEASTM D-3034 OR SDR -26 PVC. 5. MINIMUM COVER OVER WATER LINES IS 5 FEET. 6. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. 7. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT ITS EXPENSE. 9. GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD -LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. CALL DIGLINE 1-800-342-1585 PRIOR TO ANY EXCAVATIONS. 10. THERE SHALL BE A 10 FEET MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN ALL WATER LINES AND SEWER LINES EXCEPT WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL BE MAINTAINED. 11. THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE. 12. FIRE HYDRANTS SHALL HAVE TWO 2-1/2" DIAMETER HOSE NOZZLES, AND ONE 4-1/2" DIAMETER HOSE NOZZLE WITH STORZ FITTING AND 5' BURY DEPTH. ALL HYDRANTS ARE TO BE MUELLER CENTURION 250. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR THAT MAY BE TNECEfSARY DISPOSAL SITES AND OFA THIS PROJECT. 14. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. 15. EVERY PROECAUTIONT 0 ELMINON EEANYMADVCRSE EFFOECTSAON THEHADJACENT PROPERTY. 16. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNING IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 17. PERMISSION SHALL BE OBTAINED FROM ALL CANAL COMPANIES PRIOR TO DISTURBING ANY DITCH OR CANAL. 18. ALL TRENCH BACKFILL SHALL BE TYPE "A-1" UNLESS OTHERWISE NOTED. 19. SEWER SERVICES SHALL GENERALLY BE 10' FROM THE DOWNHILL SIDE LOT LINE AND WATER SERVICE LOCATED 10' OFF THE UPHILL LOT LINE UNLESS SHOWN OTHERWISE. REXBURG LOCATION MAP LEGEND D Y E R SUBJECT SUBDIVISION PROPERTY LINE PROJECT NO. SECTION LINE - - - - - CENTERLINE - - - - - - - - - - UTILITY EASEMENT EDGE OF PAVEMENT EXISTING CURB NEW 2-1/2' STREET CURB EXISTING WATER MAIN & SIZE 8 -WTR NEW WATER MAIN & SIZE E8 -SWR EXISTING SEWER MAIN & SIZE - 8 -SWR NEW SEWER MAIN & SIZE - 8 -SD NEW STORM DRAIN MAIN & SIZE BILK 3 -LOT 1 = BLOCK & LOT NUMBER SEWER MANHOLE POWER POLE DRAINAGE MANHOLE DQ WATER VALVE PHASE FIRE HYDRANT DRAIN INLET SECTION AND DETAIL IDENTIFICATION SECTION CALL -OUT DETAIL CALL -OUT 2 SECTION NO. (TYP.) A DETAIL LETTER. (TIP.) DT -2 SHEET ON WHICH SECTION IS SHOWN. (TYP.) INT -1 SHEET ON WHICH DETAIL IS SHOWN (TIP.) SECTION 2 DETAIL NAME 1-71 ENERAL NOTES 1. UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE DONE IN ACCORDANCE TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 2. ALL WATER LINES ARE TO BE AWWA C-104, CLASS 50 DUCTILE IRON PIPE WITH RUBBER GASKETED JOINTS. 3. ALL SEWER LINE PIPING IS TO BE ASTM D-3034 SDR 35 PVC. 4. ALL STORM DRAIN PIPE IS TO BEASTM D-3034 OR SDR -26 PVC. 5. MINIMUM COVER OVER WATER LINES IS 5 FEET. 6. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. 7. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT ITS EXPENSE. 9. GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD -LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. CALL DIGLINE 1-800-342-1585 PRIOR TO ANY EXCAVATIONS. 10. THERE SHALL BE A 10 FEET MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN ALL WATER LINES AND SEWER LINES EXCEPT WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL BE MAINTAINED. 11. THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE. 12. FIRE HYDRANTS SHALL HAVE TWO 2-1/2" DIAMETER HOSE NOZZLES, AND ONE 4-1/2" DIAMETER HOSE NOZZLE WITH STORZ FITTING AND 5' BURY DEPTH. ALL HYDRANTS ARE TO BE MUELLER CENTURION 250. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR THAT MAY BE TNECEfSARY DISPOSAL SITES AND OFA THIS PROJECT. 14. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. 15. EVERY PROECAUTIONT 0 ELMINON EEANYMADVCRSE EFFOECTSAON THEHADJACENT PROPERTY. 16. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNING IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 17. PERMISSION SHALL BE OBTAINED FROM ALL CANAL COMPANIES PRIOR TO DISTURBING ANY DITCH OR CANAL. 18. ALL TRENCH BACKFILL SHALL BE TYPE "A-1" UNLESS OTHERWISE NOTED. 19. SEWER SERVICES SHALL GENERALLY BE 10' FROM THE DOWNHILL SIDE LOT LINE AND WATER SERVICE LOCATED 10' OFF THE UPHILL LOT LINE UNLESS SHOWN OTHERWISE. DRAWN 3ODEC22 CHECKED W.R. OYER DATE DAM FOUNDER'S SQUARE/ D Y E R SUBDIVISION IMPROVEMENTS PROJECT NO. This document or any part thereof in detail DESIGNED 30DEC22 D.E. MOON or design concept is the personal property DATE PROJECT ENGINEER of G R O U P LL� SHEET N0. of the Dyer Group and shall not be copied without the written authorization of PHASE 3 INDEX AND GENERAL NOTES the Dyer Group. APPROVED DATE PROJECT MANAGER ENGINEERING • PLANNING • MANAGEMENT 10 g,3 LOT 11 B•3 LOT 13.3 LOT 9 B 3 LOT $ B3LOT7 S_ _ g aMS— WS— H as— HMS— 9 LYAS— 6 S HMS— — 8ms— 8— aur— — aur— e OD 01 i PAUL i �/ E FR OT LOT 6 r FRE E 3.4 L 4 L B.3 011 GO 6.4 LOT 3 l� I EXISTING SDMH—J 8 ,8,� s_ a Wner a B 3 LOT 12 m r„ j3.4 LOT 5 1 ' S Cb m S" S EXISTING SSMH / Q)� 63 LOT 13 B.3 LOT 14 HORZ. SCALE 1"=50' VERT SCALE 1"=5' AL 4315 Ur 30 DEC 22 QF©4� Tarr R. DRAWN 0EC22 DATE D D EXISTING m SSMH D PROJECT NO. PROJECT m I 1:00 DESIGNED 30DEC22 D.E. MOON DATE PROJECT ENGINEER 8 ,8,� s_ a Wner a B 3 LOT 12 m r„ j3.4 LOT 5 1 ' S Cb m S" S EXISTING SSMH / Q)� 63 LOT 13 B.3 LOT 14 HORZ. SCALE 1"=50' VERT SCALE 1"=5' AL 4315 Ur 30 DEC 22 QF©4� Tarr R. DRAWN 0EC22 DATE D CHECKED DATE DYER DAT PHASE SQUARE 3 / D Y E R G R O U P LLG ENGINEERING • PLANNING • MANAGEMENT UTILITY MASTER PLAN PROJECT NO. PROJECT This document or any part thereof in detail or design concept is the personal property of the Dyer Group and shall not be copied without the written authorization of the Dyer Group. DESIGNED 30DEC22 D.E. MOON DATE PROJECT ENGINEER SHEET NO. 3 APPROVED DATE PROJECT MANAGER dfA e v 55/5 ,i' o / L S 1 )3 � � ` � 12+j• e � o N g A WM 11+g8 55 2g L 0\\ +O \ �� �� N o CIO Ss1s, Xp e / N 65 0 �yT2c \NSI P\"\- ZTMRUSSENAD & Ob s N L a Ir SCALE HORZ 1"=50' 8+00 S 8 i '71 4 X O sWR a —sem SCALE VERT 1.,=5, — 8 —g 9+ S -----4-- — SWR 11 �O u'O N W4 ' a -wrR a -wrR a WiR a -WTR -WTR �q RgMO� EX�S P� gip$ MANHOLE 4A ti P�uG & EX STA: 11+69 25.5 N _P �� 6 ggRMpdN RIM= 5119.00 NSW RIM= 25R INV. OUT= 5108.10 —.—.—.—.— —.—.—. EXWM 5+1�6o1 WM 10+9 •63 `O.\ 16 B.3 LOT 15 10 3 g. 5• Z o 0 + 00 MANHOLE 14 ICMANHOLE > 4A to STA: 7+52.86 TSTA: 10+57.56 STA: 11+69 25.5' R N RIM = 5120.02 L 0 FG 5119.57 RIM= 5119.00 j v INV. OU1 W= 5110.47 W INV. OUT= 5108.10 FINISHED m m — =0.409_6_ 5120 31 1 -0.4095 `GRADE -0.40 REMOVE EXISTING 6" PLUG EXISTING GROUND GROUND p INS INSTALL 6X8 REDUCER AND EXTEND NEW WATER MAIN f�{- BEN + 5115 0 INSTALL 22.5'/ BEND & THRUST 0 5110 5 U W O Ld w Z 5105 v 5 JL Q OST 135.10 L.F. 8" SDR -35 SFWER PIPE ® 0.32% N 242.51 L.F. 8" D.I. PIPE 43 5 5100 5' BURY TYP. 5 30 DEC 22] I Y 1rF �Q�7 Ly tn� �N Ind' tn� _j �0 Ind MN n �0LO to Q ¢ ao p N 0 N ai ai 0 - of of ai 0' of of ao ao ap r; Dd 06r 0 TONR.o LO- LO- LO LO 0 � t LO LO a O to IL" 9+00 10+00 11+00 12+00 13+00 DRAWN 30DEc22 CHECKED W -R. DYER DATE DATE FOUNDERS SQUARE PHASE 3 ® D Y E G R 0 U R P "` SEWER & WATER IMPROVEMENTS PROJECT NO. This document or any part thereof in detail or design concept is the personal property of the Dyer Group and shall not be copied DESIGNED 30DEC22 D.E. MOON DATE PROJECT ENGINEER SHEET N0. APPROVED without the written authorization of PAUL REVERE LANE 4 the Dyer Group. DATE PROJECT MANAGER AN ENGINEERING PLANNING MANAGEMENT INSTALL /REMOVE x ' �� 11.25• ^ EXISTING 6" 4*5,, BEND, C� REDUCER 8 I �1,' B.4 LOT4 & THRUST PLUG NEW IN TE AND EXTEND E MAIN INSTALL 90' WM 16+78 25'L •� SWR 12+ 97.4p BEND & THRUSTSWR 14+60 44'L B.4 LOT 3 44R �, +77.45 26'L P SWR 1b+55 44'L INSTALL I + o FH H AUL FLANGE= 5117.95 � E �E h l WM 16+84.6 25'R / 1 _ _ INSTALL 90. � CONNECT NEW 8 " + 22.5' BENDS & THRUST /y S WER MAIN TO T E 8" SEWER PIPE 13.3 LOT 13 HORZ. SCALE 1"=50' \ e -`_ - - - - -> m �I- _ 8 - 8 'WiR� p� / B.3 LOT 6 V VERT. SCALE 1"=5' e 4+0 -WrR -� - I 2y� 25 _ : -swr a _SWR, 1515+00 - 1� SWR 16+19 44'R yx� SWR 8 -s 8 -SYR -sem- / WM 16+ 5'R B.3 LOT 7 eHOLE 5A MANHOLE 6A >: 13+44.12 . - STA: 15+87.12 25.5' R TRIM= 5117.81 B.3 LOT 12 WM 14+08.10 25'R - - - i 15+58.10 RIM= 5114.37 INV. IN= 5107...: WM 14+28.10 25'R 25'R WM B.3 LOT 11 �-► 78.10 25 INV. IN= 5106.65 INV. OUT= 5107.29 6.3 LOT 10 B.3 LOT 9 B.3 LOT 8 INV. OUT= 5106.45 SWR 13+58.90 50.5, SWR 13+/8.9U 45.9'K SWR 14+83.75 44'R SWR 15+03.75 44'R WR 15+84.10 54' SWR 16+04.10 54'R MANHOLE 5A STA: 13+44.12 25.5' R RIM= 5117.81 INV. IN= 5107.49 5120 INV. OUT= 5107.29 -0.40X INSTALL FIRE HYDRANT END PAVEMENT > > FLANGE=5117.95 MANHOLE 6A STA: 16+92.38 o INSTALL 90' �2. STA: 15+87.12 25.5' R ELEV = 5114.00 + BEND & THRUST RIM= 5114.37 INV. IN= 5106.65 FINISHED 5115 ' - _ _ INV. OUT= 5106.45 / GRADE MANHOLE 15 - - -0.40% STA: 2+57.37 2.3'L _ - - - --0.40% RIM = 5113.32 INV. IN E= 5105.82 INSTALL 11.25' `'XISTING INV. IN N= 5105.72 INSTALL 90' + 22.5' BEND & THRUST GROUND INV. OUT W= 5105.62 BENDS & THRUST _,,;OVE PLUG 6" 5110 & EXTEND NEW WATER MAIN /_WATERMAIN INSTALL 6X8_,-- STA: 16+68.29 I I REDUCER OFFSET: 3.13 R w ELEV= 5106.14 Z_ -j CONNECT TO EX. = 5105 SEWER MAIN AL � 55.72 Q 8"SDR L35 264.00 L.F. 8" SDR -35 97.38 L.F. 8" SDR -35 SEWER PIPE EXISTING 5S / ,IST SEWER PIPE y SEWER PIPE 0 0.32% CSD 0.32% 00.32% c '133.37 L.F. 8" SDR -35 SEWER PIPE @ 0.32% 366.40 L.F. 8" D.I. PIPE 4315 5100 5' BURY TYP. DATUM ELEV 30 DEC 22 �7 C 5100.00 �F ,{fL Dptopm LO 10 In O CO co M M 04 MOnf �UZ Mn Mto / ��0 �_ O �_ O �_ r0 �_ p �_ O �_ p � O �- UJ0 �� �l� f rt -+1't! 1�• 1111A Ili I LOLO � tf� to to LO Z 4' %In N 13+00 14+00 15+00 16+00 17+00 18+00 DRAWN 30DEC22 DATE CHECKED W.R. DYER DATE FOUNDERS SQUARE PHASE 3 ® D G R Y E R 0 U P SEWER & WATER IMPROVEMENTS PROJECT NO. This document or any part thereof in detail or design concept is the personal property of the Dyer Group and shall not copied DESIGNED 30DEC22 D.E. MOON DATE PROJECT ENGINEER SHEET N0. APPROVED without the written authorization of f PAUL REVERE LANE 5 the Dyer Group. DATE PROJECT MANAGER ENGINEERING PLANNING -MANAGEMENT SAWCUT & DOWELL INTO EXISTING CURBS, / m TYP. h 0) \` O 12k00 0 �� � G Z SERE 6 CURB P'4 L P % �/ TYP. SSW 19-16 _— W CUT SA �� 5' SIDEWALK HORZ. SCALE 1"=50' VERT. SCALE 1"=5' P AVEMENI EX. TYP. eS�Y (P tP SAWCUT & DO LL 2 TYP8 3O EXISTING RBS, \_O1 1-7 5 3 LO1 16 B.3 LOT 15 Z SAW CUT & p 0 MATCH EX. + 00 j PAVEMENT •- ,n IWi It 10+57.56 NW TSTA: FG 5119.57FINISHED m — — `GRADE m -0.40 EXISTING GROUND 0 0 + 5115 � 5 Lo In 0 5110 5 U LIJ W Of Z 5105 5 Qex-,�A 43 5 5100 5 Lp 30 DEC 22 0N R. LO E LO LO LO 10+00 11+00 12+00 13+00 DRAWN PROJECT NO. 30DEC22 CHECKED W.R. DYER DATE DATE FOUNDERS SQUARE ® D Y E R STREET & DRAINAGE IMPROVEMENTS This document or any part thereof in detail DESIGNED 30DEC22 D.E. MOON R 0 1J P SHEET N0. G or design concept is the personal property DATE PROJECT ENGINEER PHASE 3 "` PAUL REVERE LANE 6 of the Dyer Group and shall not be copied without the written authorization of APPROVED the Dyer Group. DATE PROJECT MANAGER ENGINEERING PLANNING -MANAGEMENT / C, o / ! SAWCUT & DOWELL ti B.4 LOT4 INTO EXISTING CURBS, I TYP. 6" CURB 1k�6 eSW B.4 LOT 3 TYP. C33 NE �a — 15 SAW CUT EX. MATCH & B.3 LOT 13 \ ' 2'429 i _ I 6., CURB I_� / / B.3 LOT 6 B -I 14f0 5 �__ 0 I � O j �x0 W X4 48 HORZ. SCALE 1"=50' W 1$31 VERT. SCALE 1"=5' I �G I ,b. 15+00 - ' TC 14.34 5' SIDEWALK\ �, g9 1G 1 I � I (G 1p 5 / TYP. - -_. B.3 LOT 7 B.3 LOT 12 z --. B.3 LOT 11— — — — — 'w 0`' B.3 LOT 10 B.3 LOT 9 B.3 LOT 8 0 0 0 'O 0 0 + Go + LO PVI STA = 13+50 N w PVI ELEV = 5118.40N w j A.D. _ -2.018782 j j 0 00 DD m K= 49.534822 512!..: w w In °' 0 PVI STA = 15+00 + 100.00' VC d+• � — m PVI ELEV = 5114.77 L .. 0.40 tri � tw A.D. = 2.018782 `� N END PAVEMENT > > K = 49.534822 v w STA: 16+92.38 SAW CUT EX. m ?•4100.00' w VC ELEV = 5114.00 & M 5115 _ ` MATCHPAVEMFINISHED FINISHED / `GRADE e ---�_ -0.4094 _ GROUND 5110 w Z J 5105 AL 4315 30 DEC 22 5100 DATUM ELEV 5100.00 CSF rQ` C0 � � m cD C)to 0) .0 D MO'to Mi n rM ^ � 0 O V r`M n M In 116 vj l0i In IO to to to to to U to LO to LO LO to to to to 13+00 I 14+00 15+00 16+00 17+00 18+00 DRAWN EC22 CHECKED DAT CATE OYER DAT DATE FOUNDER'S PHASE SQUARE 3 / D Y E R ° " R P "` STREET & DRAINAGE IMPROVEMENTS PROJECT NO. This document or any part thereof in detail or design concept is the personal property of the Dyer Group and shall not f copied without the written authorization of DESIGNED 30DEC22 D.E. MOON DATE PROJECT ENGINEER PAUL REVERE LANE SHEET NO. 7 the Dyer Group. APPROVED DATE PROJECT PROJECT MANAGER E•PLANNING -MANAGEMENT 68' R/W 10' 5' 7' 22' 22' 7' 5' 10' EASEMT. SIDEWALK LANDSCAPING LANDSCAPING SIDEWALK EASEMT. STO I 9' 13' 13' 9' II CAR PARKING TRAFFIC LANE TRAFFIC LANE CAR PARKING II 2.5' SLOPE = 2% 11 2% TANGENT SLOPE TYP. m�oopp doO9Oq OOo��Wo"OW po p p o o O�b� 0 Rio" . "° 0 00 6" HIGH BACK 17 �[ IAL 12" TYP CURB TYP. 4" — 3/4" CRUSHED 2 1/2" ASPHALT PLANTMIX PAVEMENT GRAVEL �5� 4" — 3/4" AGGREGATE BASE 12" GRANULAR BORROW GEOTEXTILE FABRIC BELOW AND UP SIDES 43 5 tp 30 DEC 22 PAUL REVERE LANE �- TYPICAL SECTION 100' R/W CL 4.5' 5' 7' 33.5' 33.5' 7' S' 4.5' ROW SIDEWALK LANDSCAPING LANDSCAPING SIDEWALK ROW STO II I; y 2.5 y SLOPE = 2% 11 2% TANGENT SLOPE TYP. ° od85Ya O p o 0 0� a a o o py o 0 000 dodo 6" HIGH BACK IW 12" TYP CURB TYP. 4" — 3/4" CRUSHED 3" ASPHALT PLANTMIX PAVEMENT GRAVEL, TYP. 4" — 3/4" AGGREGATE BASE SUNRISE DRIVE 18" GRANULAR BORROW EOTEXTILE FABRIC BELOW AND UP SIDES TYPICAL SECTION 30DE DRAWN C22 DATE W,R, CHECKED OYER DATE FOUNDER'S SQUARE/ D Y E R of G R O U P LL� SUBDIVISION IMPROVEMENTS PROJECT NO. This document or any part thereof in detail or design concept is the personal property DESIGNED 3ODEC22 DATE D.E. MOON PROJECT ENGINEER SHEET N0. of the Dyer Group and shall not be copied without the written authorization of PHASE 3 STREET CROSS SECTIONS g APPROVED the Dyer Group. DATE PROJECT MANAGER ENGINEERING •PLANNING -MANAGEMENT 1 RANULAR BENEATH NOT SHOWN FOR CLARITY. DRIVEWAY CURB AND GUTTER SECTION N.T.S. AL GtsT t 43 5 L��30 DEC 22.0 OF tON STANDARD CURB AND GUTTER SECTION N.T.S. NOTES: 1. PLACE PREFORMED EXPANSION JOINT FILLER AT DRIVEWAY CONSTRUCTION AND AT MAXIMUM SPACING OF 50 FT FOR NEW SIDEWALK CONSTRUCTION 2. SIDEWALK TOOLED JOINTS MAXIMUM SPACING IS 5 FT 3. CURE ALL CONCRETE WITH A CURING COMPOUND AS SPECIFIED IN THE SPECIAL PROVISSIONS. 4. MAXIMUM SLOPE AT DEPRESSED ACCESS IS 1:12. 5. BROOM FINISH CONCRETE FINISHES. AT RAMP RUN BROOM FINISH PARALLEL WITH SLOPE. CURB FLUSH WITH GUTTER 1:12 ------------------ 12" OF COMPACTED GRANULAR BASE DEPRESSED ACCESS SECTION - N. T. S. ECTIONN.T.S. SIDEWALK AND CURB/GUTTER NOTES: 1. TRANSVERSE JOINTS AT 5FT SPACING 2. EXPANSION JOINTS AT 50FT. SPACING, CORNERS & EXISTING CONCRETE 5'-0" COMPACTED SUBGRADE 4" OF COMPACTED 3/4" CRUSHED GRAVEL STANDARD SIDEWALK SECTION N.T.S. DEPRESSED ACCESS WITH UTILITY STRIP N.T.S. DRAWN 3ODEC22 CHECKED W.R. OYER DATE DAM FOUNDER'S SQUARE/ D Y E R SUBDIVISION IMPROVEMENTS PROJECT NO. This document or any part thereof in detail DESIGNED 30DEC22 D.E. MOON or design concept is the personal property DATE PROJECT ENGINEER G R O U P LLe SHEET N0. of the Dyer Group and shall not be copied without the written authorization of PHASE 3 STREET CROSS SECTIONS the Dyer Group. APPROVED DATE PROJECT MANAGER ENGINEERING " PLANNING • MANAGEMENT F EI Fully Depressed Section DRIVEWAY (SIDEWALK P CURB) R/W Line 3 #4 Rebars Evenly Spaced Sidewalk In Non—Extruded Curb See Note 3 to —8.75% t Slo e 1:1 ro 1/2'" Preformed Expansion Joint Filler pe Transition Slope Back of Walk 50' Maximum 1/2" Preformed Spacing In Sidewalk Sidewalk Expansion Joint Filler Required At All Sidewalk z Approaches d Back of Walk N T — 1/2" Preformed ; Expansion Joint Filler Utility Strip Utility Strip j i ransaion See Note #5 — 6" See Note #1 #4 Rebar 18" on Center Both Ways SECTION e A COMMERCIAL DRIVEWAY Line #1 SECTION e A RESIDENTIAL DRIVEWAY 3'-0" I Driveway I Width Transition Fully Depressed Section DRIVEWAY (LANDSCAPE STRIP) R/W Line 3 #4 Rebars Evenly Spaced or. Sidewalk In Non—Extruded Curb A I c'^^ See Note 3 UtilityV Strip A. B ..... w —1/4 -/Ft. t Slope - N -See Note #1 #4 Rebar 18" on Center Both Ways SECTION e6 B COMMERCIAL DRIVEWAY DRIVEWAYS N.T.S. SECTION e6 B RESIDENTIAL DRIVEWAY Line NOTES: 1. Place 12" of Granular Borrow (or 6" crushed gravel) under driveways. 2. Cure all concrete with a curing compound as specified in the Special Provisions. 3. Standard sidewalk width is 5 foot in new construction. Standard slope is 1/4" per foot to street. 4. Place preformed expansion joint filler at driveway construction and at maximum spacing of 50 feet for new sidewalk construction. 5. 1:12 slope maximum ��GISTF�4 4J �p 30 DEC 22 OF 4C - TON R. DRAWN 30DEC22 CHECKED W.R. OYER DATE DATE FOUNDER'S SQUARE/ PHASE 3 ENGINEERING •PLANNING -MANAGEMENT D Y E R of G R O U P LL� SUBDIVISION IMPROVEMENTS PROJECT NO. This document or any part thereof in detail or design concept is the personal property of the Dyer Group and shall not be copied without the written authorization of the Dyer Group. DESIGNED 3ODEC22 D.E. MOON DATE PROJECT ENGINEER DRIVEWAY DETAILS SHEET N0. 10 APPROVED DATE PROJECT MANAGER TEE KEPT CLEAR OF PIPE CROSS JOINTS (TYP) C C.I. DEAD END JC. BLOCK (TYP) ALL BEARING SURFACES SHALL BE AGAINST TYPICAL THRUST BLOCK INSTALLATION n NOT TO SCALE h 25.5' FROM ROAD C/L FINISH GRADE CONDUCTIVE CORPORATION STOP, MUELLER, FORD, OR EQUAL 1" AWWA C-901 CLASS 200 POLYETHYLENE SERVICE LINE WATER MAIN MARK END OF LINE W/ 2x4 2' ABOVE GROUND AND BACK-UP W/ METAL FENCE POST END OF ir> SERVICE LINE 21.5' FROM METER WATER METER BOX AND METER TO BE INSTALLED BY HOME CONTRACTOR CAP END OF SERVICE LINE WATER SERVICE LINE I � I NOT TO SCALE h ELBOW PIPE BEDDING SEE SPECIFICATIONS BLOCK (TYP) FINISH- H BEARING AREAS EACH DIRECTION OF THRUST IN SQUARE FEET PIPE SIZE TEES & DEAD END 90a ELBOW 45°ELBOW OR CROSS 221/2 O EA. DIRECTION OF FLO . ELBOW 6" 4.0 5.5 3.0 2.0 8" 7.0 9.5 5.0 3.0 10" 9.5 13.5 7.0 4.0 12" 13.5 19.0 10.0 5.0 14" 18.0 23.5 14.0 7.0 16" 1 23.0 1 33.0 18.0 9.0 C C.I. DEAD END JC. BLOCK (TYP) ALL BEARING SURFACES SHALL BE AGAINST TYPICAL THRUST BLOCK INSTALLATION n NOT TO SCALE h 25.5' FROM ROAD C/L FINISH GRADE CONDUCTIVE CORPORATION STOP, MUELLER, FORD, OR EQUAL 1" AWWA C-901 CLASS 200 POLYETHYLENE SERVICE LINE WATER MAIN MARK END OF LINE W/ 2x4 2' ABOVE GROUND AND BACK-UP W/ METAL FENCE POST END OF ir> SERVICE LINE 21.5' FROM METER WATER METER BOX AND METER TO BE INSTALLED BY HOME CONTRACTOR CAP END OF SERVICE LINE WATER SERVICE LINE I � I NOT TO SCALE h ELBOW PIPE BEDDING SEE SPECIFICATIONS BLOCK (TYP) FINISH- H ADJUST TO FINISH ROADWAY OR `SIDEWALK ELEVATION 12" �( COVER &CONCRETE RING) o_ Y E R CONCRETE CLOW F-2450 VALVE BOX RING �OR APPROVED EQUAL REQUIRED IN CL CL PAVED ROADWAYS NOTE: WHERE POSSIBLE ALL VALVES ARE TO BE 5'-0" FROM (L OF FITTING TO (L OF VALVE BOX VALVE. AWWA C-509 GATE VALVE 0 I Z f SHEET N0. LO 12"x12"x6" CONC. BLOCK GATE VALVE DETAIL A NOT TO SCALE TYPICAL ROADWAY TYPICAL UNIMPROVED SECTION AREA SECTION =1 I I=1 I *SEE OSHA SECTION } 1926.650-65 LTRENCH BACKFILL SEE SPECIFICATIONS r/ II 1 12" TRENCH DETAIL Fn I NOT TO SCALE IH EXISTING GROUND SEWER OR STORM DRAIN PIPE - 22 1/2' MECHANICAL EXISTING WATER MAIN JOINT BENS (TYP) 0 \— — — — — — — — — — — — — — — — — r \\ / i— 20' MIN. CLEARANCE PER ISPWC 1 LENGTH OF D.I. PIPE WATER MAIN LOWERING DETAIL NOT TO SCALE (CONTINGENCY ITEM) j�- oST 43 15 30 DEC 22 of R ti MUELLER HYDRANT REQUIRED AWWA C-502 FIRE HYDRANT TWO - COATS OF ASPHALT VARNISH BELOW GRADE, TWO COATS OF RED ABOVE GRADE O 0 DRAWN 30DEC22 CHECKED W.R. OYER DATE DAM FOUNDER'S o_ Y E R 0 PROJECT NO. CL CL DESIGNED 30DEC22 D.E. MOON N 0 or design concept is the personal property VALVE BOX O Z I f SHEET N0. LO s PHASE W o I o 11 i° (2) 7/8" 0 GALV. I RESTRAINING ROD: CL wo � ,, 6" PIPE MECHANICAL DINT FITTING CONCRETE PLACED TE' POUR CONCRETE PAD 1 DISTRIBUTE THRUST OVER DEEP UNDER HEEL OF 4 SQ. FT. OF VERTICAL UNDISTURBED EARTH (TYP) BREAK -AWAY FLANGE —FINISH GRADE (2) 7/8" 0 GALV. RESTRAINING RODS CONCRETE THRUST BLOCK NA C-50 'E VALVE 12" I d � a .a M.J. L -MINIMUM OF 1 "2 CU. YD. OF 2" MIN. PPRTEOFTHHY R NT ANDLOWEST UUP TO FIRE HYDRANT DETAIL 6 ABOVE ANY WEEP HOLES OR NOT TO SCALE A DRAIN OPENINGS. DRAWN 30DEC22 CHECKED W.R. OYER DATE DAM FOUNDER'S SQUARED Y E R SUBDIVISION IMPROVEMENTS PROJECT NO. This document or any part thereof in detail DESIGNED 30DEC22 D.E. MOON or design concept is the personal property DATE PROJECT ENGINEER G R O U P LL� SHEET N0. of the Dyer Group and shall not be copied without the written authorization of PHASE 3 WATER & TRENCH DETAILS 11 the Dyer Group. APPROVED DATE PROJECT MANAGER ENGINEERING • PLANNING • MANAGEMENT MARK END OF LINE W/ 2x4 2' ABOVEE GROUND AND BACK-UPW/ METAL FENCE POST BASE To BE EITHER//\�//��//���ROUND OR SQUARE�i IYESLWATER 1 XK L_ �/ �/� \ X �// //—SERVICE 45' ELBOW IF REQ'D. RING AND COVER PREMANUFACTURED LINE SDR 35 PVC NO CO COLLAR SERVICE SADDLE F2'- ECCENTRIC CONE SEWER MAIN LINE�/��\;��SIN YES BUTJ WATER LINE �STANDARD 4'-O" PRECAST MANHOLE BARREL SECTIONS AS NEEDED. �/. THE WATER LINE SHOULD BE PLACED ❑ IN THIS ZONE IF IT IS PRACTICAL. 0" V) FLOW LINE THE WATER LINE MAY BE CONSTRUCTED IN THESE ZONES, BUT THE SEWER LINE MUST BE REBUILT TO WATERLINE STANDARDS. > CONC. FILLETS W/\\\�\\,��\; MIN. SLOPE. 6" ® THE WATER LINE MAY NOT BE PLACED IN THIS ZONE. GROUTT SMOOTH 44' FROM ROAD C L IN LIEU OF CONSTRUCTING OR RECONSTRUCTING n' O ° PRECAST MANHOLE BASE THE SEWER WITH PIPE THAT CONFORMS TO WATER MAIN STANDARDS THE WATER LINE OR SEWER LINE TTYPICAL SERVICE LINE CONNECTION OR BOTH MAY BE ENCASED IN 4" OF CONCRETE A MEASURED AT THE BELL. ECCENTRIC SEWER MANHOLE A NOT TO SCALE SEWER LINE CROSSING NOT TO SCALE NOT TO SCALE A COMPACT 1" MAX. BACKFILL IN 6" LAYERS TO 95% OF ASTM D-698 _ /COMPACTAPPROVED \\ 6'MIN 6" MIN \ \� BEDDING M �'TO 95% OF STIML��� D-698 \\ \� 9 �\ 9 MAX ` MAX t i SHAPED UNDISTURBED SOIL. EXCAVATE FOR BELL HOLES. SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING FOR RIGID PIPE COMPACT 1" MAX. BACKFIL TO 95% OF ASTM D-698 \\ /COMPACT 6" MIN', APPROVED 6"MIN \DING \\ ��'TOD95% ` OFAASTIML�\\ \\ �� A 9 12" D-698 \� _ 12" MAX 9� MAX3" �ISTFp�`N .. \; SHAPED UNDISTURBED SOIL. doe— L 3 5 EXCAVATE FOR BELL HOLES. SHAPED SUBGRADE GRANULAR FOUNDATION ,_n 30 DEC 22 PIPE BEDDING DETAIL FOR FLEXIBLE PIPE iA+ oF PIPE BEDDING DETAILS t(D NR. A NO SCALE DRAWN 10DEC22 CHECKED W -R, OYER DATE FOUNDER'S SQUARE/ D Y E R of G R O U P LL� SUBDIVISION IMPROVEMENTS PROJECT NO. This document or any part thereof in detail or design concept is the personal property DESIGNED 30DEC22 D.E. MOON DATE PROJECT ENGINEER SHEET N0. of the Dyer Group and shall not be copied without the written authorization of PHASE 3 WATER & TRENCH DETAILS 12 the Dyer Group. APPROVED DATE PROJECT MANAGER NGINEERING E•PLANNING -MANAGEMENT