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HomeMy WebLinkAboutCC - Construction Drawings1 F 0 I 1' LAN{ 81' ROW 34.5' 34.5' cfcw of n4' 1O' 1 ALtme ADC n�f of rfnw n f� EXISTING BERM, RETAIN & PROTECT EXIST. LANDSCAPING EXCEPT WHERE NOTED ON PLANS QA 2.5" ASPHALTIC PAVEMENT © 6' VERTICAL CURB AND GUTTER - SEE ACHD SUPPLEMENT TO ISPWC SD -701 © 5' CONCRETE SIDEWALK - SEE ACHD SUPPLEMENT TO ISPWC SD -709 QD 4" OF 3/4' MINUS CRUSHED GRAVEL EO 13" PIT RUN GRAVEL �F COMPACTED STABLE SUBGRADE © 6" VERTICAL (ISLAND) CURB QH CENTERLINE STREET DESIGN STREET SECTION - 81' RIGHT-OF-WAY 6' VERTICAL CURB / ISLAND - DETACHED SIDEWALK S. MONTAGUE WAY (ENTRANCE) NOTE: COLLECTOR STREETS SHALL BE A SP -3 0.5 INCH (") MIX, PG 64-28. 1' ' SIDEWALK 8' 1- LANDING I I 0.5' 1.5% 25' ROW Q 18' 2' _ 4't C) F C.7 OA 3' ASPHALTIC PAVEMENT aB 6" VERTICAL CURB AND GUTTER © 5" CONCRETE SIDEWALK 611 12't 12't 2' I aZ J w M f- > U A w i -mum: -------------- i------------� 6 -IF E �z W U OD 6' OF 3/4' MINUS CRUSHED GRAVEL EO 13" PIT RUN GRAVEL QF COMPACTED STABLE SUBGRADE E. TACONIC DRIVE (WIDENING) 6' VERTICAL CURB - DETACHED SIDEWALK NOTE: COLLECTOR STREETS SHALL BE A SP -3 0.5 INCH (") MIX, PG 64-28. 5' SIDEWALK 1' 5" CONCRETE 1' LANDING LANDING 1.5% MAX. SLOPE 4" OF 3/4" MINUS CRUSHED GRAVEL 5' WIDE SIDEWALKS PER ACHD SUPPLEMENT TO I.S.P.W.C. SD -709 SIDEWALK NOTE: SIDEWALK SHALL HAVE A CROSS SLOPE OF 1.5% TO TOP BACK CURB. o� CD ANDING a" 'R 60' ROW 30' 30' ' I5'SW 8' 16.5' 16.5' 8' 5'SW I 0.5' i t 0.5' 1' LANDINGI 1 LANDING 2' 14.5' 14.5' 2' 1WJDfNGUWDING we 8__§'�ER�TICAL (ISLAND) CURB PER I.S.P. W. C. SD -701A ,F C, OA 2.5' ASPHALTIC PAVEMENT © 3' ROLLED CURB AND GUTTER - SEE ACHD SUPPLEMENT TO ISPWC SD -702 © 5' CONCRETE SIDEWALK - SEE ACHD SUPPLEMENT TO ISPWC SD -709 3.5' 5' SW 1' LANDING _ j 2' DO ' OF 3/4" MINUS CRUSHED GRAVEL � 4 QE 13" PIT RUN GRAVEL OF COMPACTED STABLE SUBGRADE STREET SECTION - 60' RIGHT-OF-WAY 3' ROLLED CURB - DETACHED SIDEWALK (TYPICAL STREET SECTION) NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP -3 0.5 INCH {") MIX, PG 58-28. 16.5' 14.5' 50' ROW 16.5' 14.5' 5' SW 3.5' 2' _ 1' 0 2.5" ASPHALTIC PAVEMENT © 3" ROLLED CURB AND GUTTER - SEE ACHD SUPPLEMENT TO ISPWC SD -702 © 5" CONCRETE SIDEWALK - SEE ACHD SUPPLEMENT TO ISPWC SD -709 QD 4" OF 3/4" MINUS CRUSHED GRAVEL OE 13" PIT RUN GRAVEL tJF COMPACTED STABLE SUBGRADE STREET SECTION - 50' RIGHT-OF-WAY 3' ROLLED CURB - ATTACHED SIDEWALK (TYPICAL STREET SECTION) NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP -3 0.5 INCH (") MIX, PG 58-28. TRANSITION SECTION - VERTICAL CURB AND GUTTER TO ROLLED CURB AND GUTTER On Co O U W z 00 0 01)O LL o 0 W °O z O a' O Of o Q LU 00 a LL Z o SS�ONAL ANG �ZSTE$ x� 6 60 0� ([9 C N .0 c L E as o I bi 00 _acv C N C, O >O 10 DNS (n -.I- r -(n°° LL V Q > a a� m -0 u a E I- v -0 �z LLw W x z w O po 00 O O O O +� N ;�o> > v W Cl w Cl o O 0 w UO � VJ vV E c v U N C) U V p �Aw O z a Q -D w` (D W L Nn-'- CC, C p o' of o_ o' �• � Q _ L U' Q� = "O N •N � fA N ♦A � rn- C 5 :Di' U O a- >. ' O U -a�(nc o � rn T N C O TQ �] 2' U O U_ W D7 � SNC-> U d U i O a Elf z d N 0 U a a` N OC LLQ L vO in p po 3 %� p!5 E y U Q o a> a a•- W:D O `J li v a C O 0 apa�d Z EL �p- ELO -d U C N N QU p 0 N N C O 3 o (n c c U a E v c Q v_ o> - m c ga w v U a>i m m 3 6-127 E C T d v- O a C N N N d a - N NE 0 Z SS�ONAL ANG �ZSTE$ x� 6 60 0� ([9 cz J o o I bi _ O O w 3 F 10 DNS (n -.I- r -(n°° O Z O � N m -0 Q I- v �z LLw W x z w O po 00 O O O O cz O w (!)QM 0 Q Q] W Cl w Cl o Z 0 w UO � zzzo-w o LuW w p �Aw O z a cz J o I bi _ 10 DNS (n -.I- r -(n°° PC (n (0 00 00 I- v �z LLw W x po 00 o QZco cz O (!)QM 0 Q Q] W Cl w Cl vs ~ f - LQ o LuW w SCALE NO SCALE DWG.DATE 01/19/18 PROD. No, 170713 SHEET 18 OF 19 QT -1 /SHEETS/ 170713 -DTI .DWG • o� �z woz W vs ~ f - N LuW w p �Aw }NI U) SCALE NO SCALE DWG.DATE 01/19/18 PROD. No, 170713 SHEET 18 OF 19 QT -1 /SHEETS/ 170713 -DTI .DWG MAXIMUM ELEVATION OF ROCK = "A" BOTTOM ELEVATION OF ROCK = "B" SEE PLAN VIEW OUTSIDE BED 20' MIN. MONITORING WELL 1' (CAP END) TYP. ALL PIPES] w� END C- L "I" PERF. PIPE 00 (, .-. 0-':> N N 12, C�po>�) MONITORING WELL TO uo }I LL O L � O_ a) a� aOf BE CENTERED IN BED j III MONITORING WELL, a II I= I 2 C O T• z o}w v ^, L INISTALL LID TO GRADE (TYP.) I�I + J N > . O > > i O L.L O � m a Izl O N E��� v U t>o 0 0 0 U a - lol SAW Sa o MONITORING o 0 0 jO w U O c 'p O } Q +So Wff Ick:: I o o WELL <� OLi W CO- Ro o c� Ro O o Ro 0 18" PERF. (TOP HALF) )Wf 71 -v; o p c ADS N-12 PIPE. V ' O "E" _ SEE DETAIL, THIS SHEET Q] O O O C O o ' N U >o • � ` O q BOTTOM ELEVATION 1 I II A �_�i �( t L � l 11 1-� -iiIII=III Li c o BOTTOM ELEVATION COMPACTED STABLE Pit OF ROCK = "C" SUBGRADE c c I MONITORING WELL PER ACHD SUPPLEMENTAL �ooQoo STANDARD DRAWING SD -627. o MONITORING WELL TO BE AT BOTTOM OF BED O A N (TOP OF LINER) DO NOT PUNCTURE LINER. SECTION VIEW SB ELEVATION TABLE r W SB # A " " B . " C 'D- D -E- » APPROXIMATE E GROUNDWATER ELEV 2 2682.0 2679.0 2679.0 2679.44 2679.95 3.0' 2678.5± 3 2682.0 2679.0 2678.5 2679.0 2679.2 3.5' 2678.5± SEE PLAN VIEW OUTSIDE BED 20' MIN. MONITORING WELL 1' (CAP END) TYP. ALL PIPES] 2' 11.51 "J" PLAN VIEW SEEPAGE BEDS #2 AND #3 N.T.S. SB DIMENSION TABLE 1SB#1 "H" I T I "J" 2 81' 45.5' 42.0' 3 62' 52.5' 49' MAXIMUM ELEVATION ' OF ROCK= 2682.90 BOTTOM ELEVATION OF ROCK= 2678.9 (HIGH GROUNDWATER ELEVATION= 2678.5±) 45.5' SECTION VIEW SEEPAGE BED #4 N.T.S. AR, R' 18" PERF. (TOP HALF) ADS N-12 PIPE. SEE DETAIL, THIS SHEET MONITORING WELL PER ACHD SUPPLEMENTAL STANDARD DRAWING SD -627. MONITORING WELL TO BE AT BOTTOM OF BED (TOP OF LINER) DO NOT PUNCTURE LINER 'OM ELEVATION ROCK= 2679.16 r ONITORING WELL T PLAN VIEW SEEPAGE BED #4 N.T.S. 04'-1( Outside MANHOLE 48 Manhole Base with b floor PLAN VIEW 21" Max 00 (Max) --48" Dia ID 54" (Max) 12" o c STEPS ARE �TYP- REQUIRED I <24" 0 + I 2 Min. Catch 5" 16" Max MANUFACTURED PER 6" ASTM C478 CONCRETE SIDE VIEW PSI = 4,000 PSI IDAHO PRECAST INC. 1389 Madison Ave Nampa, Idaho 83687 Phone: (208) 461-6300 Fax: (208) 442-0842 www.idahoprecast.com 1 SECTION STACKING WILL VARY SHALLOW MANHOLE TYPE 1 RAISED INVERT USING PRECAST 48" DIAMETER MANHOLE MATERIAL AS ALTERNATE PER SD -615A Notes: WHEN STEPS ARE REQUIRED THEY ARE INSTALLED PER ISPWC STANDARD DRAWING 612 ON 12' Q.C. SEEPAGE BED NOTES: 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN ELEVATION FOR THE INFILTRATION FACILITY. 3. IF ROCK IS ENCOUNTERED; CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULL EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION, INCLUDING LINER INSTALLATION. SEEPAGE BED KEYNOTE LIST ITEM DESCRIPTION Ro 1 Xz" - 2" CLEAN DRAIN ROCK. Sa FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR "FILTER SAND" - SEE TABLE 1 OF THE ISPWC. Pit EXTEND PIT RUN FROM BOTTOM OF BED A MINIMUM OF 1' INTO FREE DRAINING MATERIAL, WITH A PERCOLATION RATE OF 8"/HR, (IF BOTTOM OF ROCK IS NOT INTO FREE DRAINING MATERIAL). 30 MIL PVC LINER, ACROSS BOTTOM OF ROCK AND ALONG OUTSIDE EDGE OF ROCK. LINER SHALL BE CONTINUOUS (SEAMS FACTORY O SEALED) OR CONTRACTOR SHALL PROVIDE 12" OVERLAP AT SEAMS. (SLOPE BOTTOM OF LINER UNDER ROCK PORTION OF SEEPAGE BEDS (1%) TOWARDS SAND.) Wff WOVEN FILTER FABRIC PER ACHD REQUIREMENTS (SECTION 8200, PG. 32) (INSTALL BETWEEN ROCK AND SAND AS SHOWN) Nwf NON -WOVEN FILTER FABRIC TOP & SIDE PER ACHD REQUIREMENTS (SECTION 8200, PG. 32) >k5 45. NOTE: 18"0 PVC PERFORATED DRAIN PIPE. s PERFORATIONS SHALL BE IN ACCORDANCE WITH AASHTO M304-03 AND ORIENTED UPWARD FROM TOP HALF (ACCEPTABLE PIPE REPLACEMENT: 18"0 ADS N-12 HDPE PERFORATED PER AASHTO M-294). 18" PIPE PERFORATION DETAIL NOTE: SOILS AND GROUNDWATER INFORMATION PROVIDED BY ALLWEST TESTING & ENGINEERING, INC., REPORT DATED NOVEMBER 29, 2017. GROUNDWATER MONITORING DATED OCTOBER 12, 2017 TO DECEMBER 15, 2017. 0 0 z 0C) 0 0 LL O Q >. W 00 J z 0 0 w p O m Q LLI LLzo w� END C- L p C U N a E PERF. PIPE 00 (, .-. 0-':> N N 12, C�po>�) MONITORING WELL TO uo }I LL O L � O_ a) a� aOf BE CENTERED IN BED j III U a II I= I 2 C O T• z o}w v ^, L a� o m � opt I�I + J N > . O > > i O L.L O � m a Izl O N E��� v U t>o Qww�� a' U a - lol SAW Sa I U-1 I o jO w U O c 'p O } Q C0 Ick:: I W CO- 11 BEGIN C E PERF. PIPE ii o >, U-) 2' 11.51 "J" PLAN VIEW SEEPAGE BEDS #2 AND #3 N.T.S. SB DIMENSION TABLE 1SB#1 "H" I T I "J" 2 81' 45.5' 42.0' 3 62' 52.5' 49' MAXIMUM ELEVATION ' OF ROCK= 2682.90 BOTTOM ELEVATION OF ROCK= 2678.9 (HIGH GROUNDWATER ELEVATION= 2678.5±) 45.5' SECTION VIEW SEEPAGE BED #4 N.T.S. AR, R' 18" PERF. (TOP HALF) ADS N-12 PIPE. SEE DETAIL, THIS SHEET MONITORING WELL PER ACHD SUPPLEMENTAL STANDARD DRAWING SD -627. MONITORING WELL TO BE AT BOTTOM OF BED (TOP OF LINER) DO NOT PUNCTURE LINER 'OM ELEVATION ROCK= 2679.16 r ONITORING WELL T PLAN VIEW SEEPAGE BED #4 N.T.S. 04'-1( Outside MANHOLE 48 Manhole Base with b floor PLAN VIEW 21" Max 00 (Max) --48" Dia ID 54" (Max) 12" o c STEPS ARE �TYP- REQUIRED I <24" 0 + I 2 Min. Catch 5" 16" Max MANUFACTURED PER 6" ASTM C478 CONCRETE SIDE VIEW PSI = 4,000 PSI IDAHO PRECAST INC. 1389 Madison Ave Nampa, Idaho 83687 Phone: (208) 461-6300 Fax: (208) 442-0842 www.idahoprecast.com 1 SECTION STACKING WILL VARY SHALLOW MANHOLE TYPE 1 RAISED INVERT USING PRECAST 48" DIAMETER MANHOLE MATERIAL AS ALTERNATE PER SD -615A Notes: WHEN STEPS ARE REQUIRED THEY ARE INSTALLED PER ISPWC STANDARD DRAWING 612 ON 12' Q.C. SEEPAGE BED NOTES: 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN ELEVATION FOR THE INFILTRATION FACILITY. 3. IF ROCK IS ENCOUNTERED; CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULL EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION, INCLUDING LINER INSTALLATION. SEEPAGE BED KEYNOTE LIST ITEM DESCRIPTION Ro 1 Xz" - 2" CLEAN DRAIN ROCK. Sa FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR "FILTER SAND" - SEE TABLE 1 OF THE ISPWC. Pit EXTEND PIT RUN FROM BOTTOM OF BED A MINIMUM OF 1' INTO FREE DRAINING MATERIAL, WITH A PERCOLATION RATE OF 8"/HR, (IF BOTTOM OF ROCK IS NOT INTO FREE DRAINING MATERIAL). 30 MIL PVC LINER, ACROSS BOTTOM OF ROCK AND ALONG OUTSIDE EDGE OF ROCK. LINER SHALL BE CONTINUOUS (SEAMS FACTORY O SEALED) OR CONTRACTOR SHALL PROVIDE 12" OVERLAP AT SEAMS. (SLOPE BOTTOM OF LINER UNDER ROCK PORTION OF SEEPAGE BEDS (1%) TOWARDS SAND.) Wff WOVEN FILTER FABRIC PER ACHD REQUIREMENTS (SECTION 8200, PG. 32) (INSTALL BETWEEN ROCK AND SAND AS SHOWN) Nwf NON -WOVEN FILTER FABRIC TOP & SIDE PER ACHD REQUIREMENTS (SECTION 8200, PG. 32) >k5 45. NOTE: 18"0 PVC PERFORATED DRAIN PIPE. s PERFORATIONS SHALL BE IN ACCORDANCE WITH AASHTO M304-03 AND ORIENTED UPWARD FROM TOP HALF (ACCEPTABLE PIPE REPLACEMENT: 18"0 ADS N-12 HDPE PERFORATED PER AASHTO M-294). 18" PIPE PERFORATION DETAIL NOTE: SOILS AND GROUNDWATER INFORMATION PROVIDED BY ALLWEST TESTING & ENGINEERING, INC., REPORT DATED NOVEMBER 29, 2017. GROUNDWATER MONITORING DATED OCTOBER 12, 2017 TO DECEMBER 15, 2017. 0 0 z 0C) 0 0 LL O Q >. W 00 J z 0 0 w p O m Q LLI LLzo S OVAL�' l� ," r Is OF G ��N M. STRQS w� O C- L p C U N a E �Z 00 (, .-. 0-':> N N 12, C�po>�) w 00 H N LLO }I LL O L � O_ a) a� aOf _ 60 CN U a 2 C O T• z o}w v ^, L a� o m � opt N + J N > . O > > i O L.L O � m a V) O N E��� v U t>o Qww�� Of U a - w z ~O SAW O a- d C:1 o jO w U O c 'p O } Q C0 C E 7D ii o >, U -v; p c o -0-LU Q] N fq,_ N- o ' N U >o • � ` 0�z 00 c o LL C-) � N Q N p p o m c c I �ooQoo >� o O A N N N o a� o.�.o Z 1..1.. Boa � 0 C V , N 3 _•L-. o 1 ,,`I{ zo�. No�� - Oc c V 3 Qo N..0 N_�3 11 m 3 O vUi a1 w o s o o n O c o = vi � •aVi o (a- o o N O 5 C N 75 V) U L' Z S OVAL�' l� ," r Is OF G ��N M. STRQS SCALE NO SCALE DWG.DATE 01/19/18 PROD. NO. 170713 SHEET 19 OF 19 DT -2 /SHEETS/170713-DT2.DWG w� O Zw COD �Z `D w 00 H N LLO �a omCC�'CD OMCN _ 60 CN ti �Jw zz�oz W z o}w 7 J � O O U)oo 00o z O VCD w O O 2 W/ Cz J 2 W V) p W O o z o " z O o z zz Zo_w t>o Qww�� W Z m Of: w z ~O SAW O a- d SCALE NO SCALE DWG.DATE 01/19/18 PROD. NO. 170713 SHEET 19 OF 19 DT -2 /SHEETS/170713-DT2.DWG CL O COD o `D w 00 H N LLO CC OMCN _ 60 CN Z W w Li X CE C) 7 U)oo 00o 0 VCD Qz 001 Cz o C) oo� rr coEKWao N zoC) Lw MNt N o SAW O a- d SCALE NO SCALE DWG.DATE 01/19/18 PROD. NO. 170713 SHEET 19 OF 19 DT -2 /SHEETS/170713-DT2.DWG V=4 o� M FF_ Z D 7 0 z Go i- rr N Q �1 MNt o SAW o C0 SCALE NO SCALE DWG.DATE 01/19/18 PROD. NO. 170713 SHEET 19 OF 19 DT -2 /SHEETS/170713-DT2.DWG 3 2682 SEE THIS SHEET o r . EX/STING BEASLEY 10+45 END CONSTR. `:. _ \ LATERAL EASEMENT \ 4 2682.47 \ t0+36.50 PC 11 2682.90 \ \ 2682.42 FL=2682.20 2682.70 `•1 / \ FL=2682.,6 19+20.86 PC 2682.40::: \ FUTURE \ 26 19+22.29 FL=2682.13 168338 ': ;=, NOT A PART / FL=2682.12 19 p0 ti \ 2683 1a+5461 Pr \ \ 2682.66 _ 18+54.91 PT 491 r 2682.66 18+ : / BIJ� 1 18+40972684.0 N ,8682.98 2682.69 \ 811 39� pp j T6' .. 684 \\ 17+78.99 \ 268128 \ \` 2683.00 FUTURE / NOT A PART Ike / \ 2681.3 \ •. / 16+50 7 00 2683.56 17+05.52 \ 16+11.09 PRC \. :.•_ - 2683.32 2683.74 C \ 1684 \ \ 16+80.94 PC tp \ / o ,s+90.47 /NC :_' `:::=; EYi LST/NG BEASLEY 2683.43 � o ,� . _ '�. \ FL=26x3.,6 ,�"' 2sa3.a3 ':'':•-, LATERAL EASEMENT / !� 2684.68 . _ .. \ to+3461 Pc �.•'•':`�:� � �'•:' ���. � 2684.5 \ 2683.60 o `V FL=2683.33 268L3 , v / _ 10+45--�- 2683.80 :. _ _ 8 GRADE BRK x OS 15+2` -:\: '._ 2685 \ ............... . HIGH POINT 2684.13 , 10+57.05 PC 2683.86 10+34.5, PC 2684.8 \ FL=2683.47 ` 11+05.49 -.: 2683.62 11 `'•. \\ 2881.56 10+45 2683.80 100ry \\ ' FL=2683.53 16+15.73 PC \ 11+17.61 PT 11+1 .61 2683.72 14+56.66 HIGH POINT 2684.41 \\ 2683.56 - FL=2683.45 � •-� .\ . � :.: _ - ',;� \\.�-'-.. \ 10+57.05 PC �=•`__ 2683.86 \:'.. - g t1+17.61 PT 15+50 F �-. ':.. \ 2684.3 2683.56. 268421 VC � 1g•' / o \ \ I = s+oo �- -i I 2684.43 VC ,3+90.93 a 2684.70 / 1 11+80.23 18 \ `�: `. 6�. N 2683.31 O 14+50 ., \ . \.............. •-...-..• �6 m 2684.65 VC HIGH POINT •.•' 0 ,0 13+80Of 2684.75 :� Q.+..' \ V2685. 12+10.36: 14+00 \ \ I vi 2683.19 . •.:' :,'� \ ���y. 2684.87 VC 12+35.15 PC t2+35.15 PC 2683.09 `a1" • 13+25.20 ti ,.: 1 2683.09 2684.51 RETAIN= 'AND PROTECT 12+3.15 HIGH POINT h' ]----.-.-..-.-EXISTING FENCE 12+51.92 13+80 = 2683.01 LOW POINT 17 2684.96 VC 25 \ N= 12+66.07 PCC BK F .. \ 268 \\' 1 4 j Z 2882.1 -. - ` 3+10.72 AH 2684.83 VC S 0 LOW POINT 2682.94 LOW POINT E \ 12+66.07 BK \ 12+60 . ' \ :: Z O+OO AH. 2+80.42 PRC 268423 25+57.51 PC \:::- •:\" C9 2684.413 =: Z_ 2682.94 .2683.12 26a4.61+VAC 13 12+49.45 PC \ ''::: ,. ` ' ':_ ' 2684.28 FL=268422 ........ V) C7 11 0+15.79 PRC `X = 2683.02 k9 p3 2+62.03, 1 FL=2684.01 25+48840 �2 s_ 2683.21 ti i 0+4290 PRC - -I 2683.14 LOW POINT s FL=2684.40- 0+64.28 12+60 16 26x4.44 VC 2882.33 2683.23 } ,3k I END CONSTR. y 25+32.90 12+29.71 PT2684­ Z9.71 :` 1+96.93 2684.58 VC \ 1+ 2683.51 • 12+15 2683.....: - ' E. S TRAIL DR. ... fu10 1+02.20 :' �- I END CONSTR. ' \ RETAIN AND ti t -- 2683.38:� --_ .. .._.. 25+32.90 :: \•: - PROTECT 2684.73 .:.........................LANDSCAPE t,+65.13 AH 15 268888 VC HIGH POINT _ .. _ _ 2 zbp.. To 1+66.81 25+48GRD R40� C�605��:\ 1 }}} +56.46 BK 6840 .. ........... --.. P 2683.64 --.. _.. I . ,1+78.50 PC ti 2 2684......._... 2684.67 1+5L13 Toe._... - 2684.6, FL=2684.40 *' .. _ . 2684;..... •-.w3�..2683.58' FL=2684.34 I 11+65.13 AH 25+56.90 PC X X 1+28.23 AH 2684.62 y: t _ 1+56.46 BK..- ; ••`:' 0 2685.09 VC FL=2684.35 JewR` '0 4L 2684'` END CURB TRAN2684.88 VC S. I \:':` '.:• - 1+28.23 AH NOT A PART 13--------- 2 \\: 685 09 VC :' ; 1+0o Ari = .............::: I ,+00 AH T 2685.28 VC V11+10 K 11+10 :�` RETAIN AND PROTECT 268528 c : EXISTING FENCE = 10+ �g C> 1... �- 25.:-: F \ ISTING EA 168 ... 26x6.62 �o 1 OC BIX 2 �. Q2 •:; .._: �: LATER4L EASE ENT FL=2685. 4..... • ......... 10+48 2�6 ,'-': \'-• . ''' 2685.52 VC .• R IN AND PROTECT2ss5.os vc ?9 FL=2685.0469 13+06.88 RETAIN AND PROTECT; •-.� = 1 •, G :. FL=2684.58 2 2685.52 VC �''.-: :: ............ 268, 30....: = :_ LANDSCAPE 2 FL 2sa o4 1 ,L 13+03.30 LA SCA a..�---2686...........��' .. .�1 .............. 5• 2685.53 VC \='... �. :......I....... Dol A ...301. 301 68 .OS .»-� ..:. - _ - •c Mcffm 2 -EN 2868 , �� r . ....: ..... -- 0 CONS -- � :.•.: - :::::::: .::.: .. 4'wW+rs , -. ... .. �. -- ---------------.......... 188 ................_ 301 - 7- -� - :. �.... •.: ..... •:::. 169.... -..... 1'6P..._. _.._--_T{3A:......... TOP _ .......... - .. - .. TOP ................... - .... .. „• 268).. .� _. .... _ © .. 2686 888 - roa 6x19 To ......... . .......... .. _...... ......._'TCS_. 70'c ---_ -_ .............. ............._... TOE TOE ......................... ................. ..... . �..... -'-_ TOE---- +Ti'.E TOE - T0� T TOE TOET- .-.._ �-.............. SOP ... . ........... ........................................._........ TOE .. o ... .............. ... ......_..............._............_.................................... TOE----�--�- _ _ ............ ----- .--.----------J L ......... -._ i _......................._............. TOE -' ... - -�--�- - - - �' - - -•• ..._.._.._.dpi ---•--- d07 _----.-,_-�............ ..: _ ��c�,) U7 `•'. �C- .....-. - --.._-ui. - - - _ - Di _ - ._ d01 .- - - _ _ ...... d01 » ........ TOE .�•..,`�' 2684.67 x•39 127Y-288421- 268A08 1684- 26&F.51 121Y.n �g4.81 - 68514- -12 - .59X 73 ^- 2 2665 2y8g5 - " o 26 _ - 16g4.85 �g4.60S X40,.• - _ � - �- -/0�' - - - __ 2685.1 m.-___•.......oa.... 231- 1 � - - - ,..�•--... - :::::::g -.- - ......._ x.76-.'�E-� ..._.....• �iE 11+ .+�- >01Y _ __ --moo ....tet-.... - 2�6'.IO ... -V �'.....��.=.`, .. �:.. 2684''18 2684.98 '--•_. ........ 10+00� 2685.15 Z0g5.9TH-.-:...'....Z666.f03•�+-� q0- 70118'30'_ �_ X01 TOT."^•.•.. x........ - =d61�81.86x---dQy------ 54 34 - ............... _ ..268 ........ .. -- 1664...1 -_..- - - - - .15 3 - - ._-...... OZ - - - - - - - -x - - - - - -..................... 20 ....................__., _ �. - �.- 11........--- �'...------ 76�-- alx -- X x _ E. TACONIC R. _ ........................-------"---.....-------._...-•---------------'---'- Z� 2684. .•.�... - 2684 ........._.....2664.. ......------------...---... - dol. 2685IY.........-.... 2685. D .. 26�' �g4..... ��---- ---- .26------ 648--g5.79X----- Z6Bs.4g�� _....._..... r:,E _ ................... .. -.................................................. o`er ........................................................................................................ €_....................._. TOE x f...... ..............._......__..........._........_ TOE.......:.::::.: -.- i13E'_^+_a�:%.,"".-••. ..._�_ .. - TOE TOE Ol-..................... _..... ._. ..�..� h,. .... ...TOE......._.................70E.........._...............TOE..........__.....__.....IOE.-...... __ ......76_.-:................... .. - --....._.. - d I --.........TOE ' • » © I �r...............................__..............._..._._......................_.......... TOE .L -............ 2666• � o .................... ... 2686.30 18 I3 p7". 94 ..... U7 32��50 56��� aao-52266,665n P ....'D.. TSP ................. ._ T�..._.... :... T.0 fir...... 5O X 2686• 2686- 2686• 2685 ------ 2686- ,, 1686 1686. 2686166,665 ./9, ►.�•�.,•„�,W,Y`T .mala �.wl~�i`4:7:\-```C/O� 21 _4=4"--- _ .. �� > ., �� ...,n _.ti,. n .. ..n �.z,. _,au„_ ...... ..,w,..a�N2. _ ..._ >� 1�' 2666- .. .... 50 25 0 50 100 150 SCALE IN FEET ....................UNPLATTED - 0 a� L O. O X05 ID ----- ------------__---- - - 2- - - - ............... �... �. � _ � �a--.._• _ _ _ _ _ � 1. :: .... F�_ _ _ _ :za.xa+naw+w...+r.rz�:.»...............+.:m:a:::::::::::::::::;:::}::::-::C:::S:::. ...... _ _- O+ � •Q � ¢ � •C � C - - -� �,., tZ 78 w1 \ _ :E rn - U) N N N - _ �\ \ �/i c c p -� 3 0 aNi H1M=76.5 '68 � L) rn w v c k1 �•� c o� 79 ?679.2678 :�'.�'--: 682 LL rn as o .3 0 c o GRADING WITS -0 -.� ``.'-�_ ` \ �5 � 6 o = FUTURE ` N 3 t a� NOT A PART RETAIN AND PROTECT \\ J L o o N 3 EXISTING FENCEV�' H:''� G _ o o :- \ cV aa� : - 2681...... I V N C - u! N -'-. _ ?679.26 _�� i > > CO TRUCT 1.5 DEEP 'V -DITCH AT ?,?� r END F ROAD TO TEMPORARY STORM X20 :. `:'. EX/STING BEASLEY - o 2 ; fit: D IN POND, SEE SHEET ST -2. \ LATERAL EASEMENT ` > 3 \ LLI,\:': as o c c _ <'c�r �o E I c o o t/ `•- � •o Z �. - 1. .. l �-' .. . .... . 23+10.78 2680.83 ' 0 o N a V c •- N N Z , v END CONSTR. (~I} C 9 R 22+96.78 PC268088 X S 2310.78 \ FL=2680.61EN� _ \` 0 �, LaJ 2680 0000 .83 14+80.22 3 .j o Tn y U N / �p CONSTR. � 13+66.72 PCS GRD BRK 2681.73 �- -�- 2680.88 13+75.22 ! FL=2680.61 2681.04 22+9728 PC FL=2680.77 ! ! , FL=2680 61 c M_ °' • 12+93.72 PC 23 SCK -� - :1`° ;/ � v 'o °' " "a' •� 2680.87 \ E� .•fes Int w 3 vi o> BRK 12+85.22 MATCH EXISTING ' a ` 261.0 _ . �o 2 W vo s t cco» +o$ o 11+70.221 L=20.736 2681.79- c" o t v � b c y = C U O C d O K+% V 3 O O l N GRD BRKC5 z D ,;. EN CONSTR. ! : j r••-.. � .. , 3+66.72 PC � ; � 2681.20 2681.04 14+80.22 , _ :- it r� \O FL=2680.93 FL=2680.77 2681.73DR MUL 22+23.78 PC GK 2681.18ST f E• Ra/ p FL=2680.91 �'�� ! 2681.D3 2681.20 ............ . _ : • ! � "r / ''. FL=2680.76 FL=2680.93 :' � � 2� \ ' ' � ....".... 22+23.28 PC ;'. \ 21+47.36 MATCH EXISTING 2681.18 2681.49 ` 54 t: 11+70.22- 1 FL=2680.91 2681.79-_: l r t.X 21+47.29 LK` 4 B I m o 2681.49 03 20+72.36zj 2681.79 _! ! ! z 2 \ •` \ \' Zo�JW ! N { W 20+72.26 2681.79 ! I- 3 oNo�o RETAIN AND PROTECT z 0 (nw�c�ow N o EXISTING FENCE 19+63.86 Pc END CONSTR. I J Z Z 2682.10 11+00 11+50 I VJ o N W o Z g \ FL=2681.83 2662.70 2682.90 :.:�'. ~ 10+36.50 PC 10+45 @ z m to C3 2681.34 : k 1X= 2682.31 2682.47 FL=2682.04 FL=2682.20 \� ! `t 3 ! ! 19+97.29 ,1 2682.09 -- i :... 2682....._.._.. .....--' ACRS wP� / �-' 26B�»• - ca_' of `\� g}51 • � :' F_- c,4 phi LLI 00 _ (�.� EXIS77NG BEASLEY �, 00 10+45 END coNSTR. ' LATERAL EASEMENT O °p ! Ll 1+50 4 2682.47 LLi \0+3 -50 PC FL -2682.20 2682.7D 11+00 2682.60 ':.: , 0 LL_ ! FL=2682.15 _ w (n Q ! !19+20.86 PC 1 �• .' \ ....• moo 2682.40 ��0 ti 1 -1 \ FUTURE _ o FL -2682.13 16e sy' :. ao ,s+2z.2s \ NOT A PART Q FL=268212 19 p0 cisO (n p 0) 2683 $ w 00 18+54.91 PT Z 2682.6604 0 \ C> SEE THIS SHEET 50 25 0 50 100 150 SCALE IN FEET NOTES: 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOWIRE ROUND RE FOR THE CONSTRUCTION OF G REQUIRED 0 THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND GRUBBING WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH HEDGES HEAVY GROWTH OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND OTHER MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. 2. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR REUSE. DO NOT MIX TOPSOIL WITH SUBGRADE SOILS. TOPSOIL SHALL BE REUSED AND COMPACTED TO ORIGINAL CONDITIONS. 3. IN AREAS THAT REQUIRE ALL OVER 1 FOOT THAT ARE OUTSIDE OF RIGHT-OF-WAY, CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1' MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESLULTS MUST BE SUBMITTED TO THE PROJECT ENGINEER, CITY OF MERIDIAN PUBLIC WORKS AND BUILDING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS, AS TESTS ARE PERFORMED. LEGEND 16+501 Finished Curb Elevation 2683.56 at Top dC v N 26165° Finished 00 C h o p> 6 Finished Future Grade Elevation LL +, 2 -5 > d 2 EC CD ° U U; C, Grading Limits .• 2685 ---- Existing Ground Contour (1) }i N d N y 2 O Ground Spot Elevation _W CL .L.. N U L N U +N+ ar° U ....................UNPLATTED - 0 a� L O. O X05 ID ----- ------------__---- - - 2- - - - ............... �... �. � _ � �a--.._• _ _ _ _ _ � 1. :: .... F�_ _ _ _ :za.xa+naw+w...+r.rz�:.»...............+.:m:a:::::::::::::::::;:::}::::-::C:::S:::. ...... _ _- O+ � •Q � ¢ � •C � C - - -� �,., tZ 78 w1 \ _ :E rn - U) N N N - _ �\ \ �/i c c p -� 3 0 aNi H1M=76.5 '68 � L) rn w v c k1 �•� c o� 79 ?679.2678 :�'.�'--: 682 LL rn as o .3 0 c o GRADING WITS -0 -.� ``.'-�_ ` \ �5 � 6 o = FUTURE ` N 3 t a� NOT A PART RETAIN AND PROTECT \\ J L o o N 3 EXISTING FENCEV�' H:''� G _ o o :- \ cV aa� : - 2681...... I V N C - u! N -'-. _ ?679.26 _�� i > > CO TRUCT 1.5 DEEP 'V -DITCH AT ?,?� r END F ROAD TO TEMPORARY STORM X20 :. `:'. EX/STING BEASLEY - o 2 ; fit: D IN POND, SEE SHEET ST -2. \ LATERAL EASEMENT ` > 3 \ LLI,\:': as o c c _ <'c�r �o E I c o o t/ `•- � •o Z �. - 1. .. l �-' .. . .... . 23+10.78 2680.83 ' 0 o N a V c •- N N Z , v END CONSTR. (~I} C 9 R 22+96.78 PC268088 X S 2310.78 \ FL=2680.61EN� _ \` 0 �, LaJ 2680 0000 .83 14+80.22 3 .j o Tn y U N / �p CONSTR. � 13+66.72 PCS GRD BRK 2681.73 �- -�- 2680.88 13+75.22 ! FL=2680.61 2681.04 22+9728 PC FL=2680.77 ! ! , FL=2680 61 c M_ °' • 12+93.72 PC 23 SCK -� - :1`° ;/ � v 'o °' " "a' •� 2680.87 \ E� .•fes Int w 3 vi o> BRK 12+85.22 MATCH EXISTING ' a ` 261.0 _ . �o 2 W vo s t cco» +o$ o 11+70.221 L=20.736 2681.79- c" o t v � b c y = C U O C d O K+% V 3 O O l N GRD BRKC5 z D ,;. EN CONSTR. ! : j r••-.. � .. , 3+66.72 PC � ; � 2681.20 2681.04 14+80.22 , _ :- it r� \O FL=2680.93 FL=2680.77 2681.73DR MUL 22+23.78 PC GK 2681.18ST f E• Ra/ p FL=2680.91 �'�� ! 2681.D3 2681.20 ............ . _ : • ! � "r / ''. FL=2680.76 FL=2680.93 :' � � 2� \ ' ' � ....".... 22+23.28 PC ;'. \ 21+47.36 MATCH EXISTING 2681.18 2681.49 ` 54 t: 11+70.22- 1 FL=2680.91 2681.79-_: l r t.X 21+47.29 LK` 4 B I m o 2681.49 03 20+72.36zj 2681.79 _! ! ! z 2 \ •` \ \' Zo�JW ! N { W 20+72.26 2681.79 ! I- 3 oNo�o RETAIN AND PROTECT z 0 (nw�c�ow N o EXISTING FENCE 19+63.86 Pc END CONSTR. I J Z Z 2682.10 11+00 11+50 I VJ o N W o Z g \ FL=2681.83 2662.70 2682.90 :.:�'. ~ 10+36.50 PC 10+45 @ z m to C3 2681.34 : k 1X= 2682.31 2682.47 FL=2682.04 FL=2682.20 \� ! `t 3 ! ! 19+97.29 ,1 2682.09 -- i :... 2682....._.._.. .....--' ACRS wP� / �-' 26B�»• - ca_' of `\� g}51 • � :' F_- c,4 phi LLI 00 _ (�.� EXIS77NG BEASLEY �, 00 10+45 END coNSTR. ' LATERAL EASEMENT O °p ! Ll 1+50 4 2682.47 LLi \0+3 -50 PC FL -2682.20 2682.7D 11+00 2682.60 ':.: , 0 LL_ ! FL=2682.15 _ w (n Q ! !19+20.86 PC 1 �• .' \ ....• moo 2682.40 ��0 ti 1 -1 \ FUTURE _ o FL -2682.13 16e sy' :. ao ,s+2z.2s \ NOT A PART Q FL=268212 19 p0 cisO (n p 0) 2683 $ w 00 18+54.91 PT Z 2682.6604 0 \ C> SEE THIS SHEET 50 25 0 50 100 150 SCALE IN FEET NOTES: 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOWIRE ROUND RE FOR THE CONSTRUCTION OF G REQUIRED 0 THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND GRUBBING WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH HEDGES HEAVY GROWTH OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND OTHER MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. 2. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR REUSE. DO NOT MIX TOPSOIL WITH SUBGRADE SOILS. TOPSOIL SHALL BE REUSED AND COMPACTED TO ORIGINAL CONDITIONS. 3. IN AREAS THAT REQUIRE ALL OVER 1 FOOT THAT ARE OUTSIDE OF RIGHT-OF-WAY, CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1' MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESLULTS MUST BE SUBMITTED TO THE PROJECT ENGINEER, CITY OF MERIDIAN PUBLIC WORKS AND BUILDING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS, AS TESTS ARE PERFORMED. LEGEND 16+501 Finished Curb Elevation 2683.56 at Top Back Curb. 26165° Finished Grade Elevation o2684.8 Finished Future Grade Elevation Concrete Rolled Curb, Gutter CD ° & Separated Sidewalk z_ Grading Limits .• 2685 ---- Existing Ground Contour X15199$ Existing Ground Spot Elevation • O Z U � Z m z vL z w W V) W0� � M■■1 CD F- z_ 004 C' 1'7 0 Q Z 0 Z U CC 0 U W V) Z) Z) I- ar° U 0 LL_ SCALE 1'=50' O 0 W o0 DWG.DATE 01/19/18 PROJ. No. 170713 z 0 o o SHEET 2 OF 19 m Q W F- R D- 1 0WF_ o 0 o /SHEETS/170713-GRD.DWG (SEE SHEET PIRR-2 N1 2 N2 ` T5 TB \ R IF. c \ �G • �o N\1 OT 19 s GF .4 �� \ TB E9 S1 • TB E9 P4CO- \ \ \ TB E9 63 �0° V4 G4 TB M C8 FHT-4"PIRR - -101fE. TACONIC DR. - -------EP - - - -- --------------------- ------------------- - - - - - - E. MORES TRAIL DR. N4 _ _ EP- - ----- - - - - - - --EP-------- N 40 20 0 40 80 120 SCALE IN FEET PRESSURE IRRIGATION LEGEND — — 4'P/RR-- — EXISTING PRESSURE 4, C O N IRRIGATION LINE 200 LF CONSTRUCT PRESSURE Cao4y1� O � IRRIGATION LINE & SERVICES ► CONCRETE THRUST BLOCK ® VALVE Qom SLEEVE 40 LF _ 0— BLOW -OFF V. AIR RELEASE VALVE PRESSURE IRRIGATION KEYNOTE LIST ITEM DESCRIPTION P4 Pressure Irr. Main, 4', PVC, CL -200 P6 Pressure Irr. Main, 6% PVC, CL -200 P8 Pressure Irr. Main, 8 PVC; CL -200 C4 Pressure Irr. Sleeve, 4" PVC, AWWA C-900 C8 Pressure Irr. Sleeve, 8" PVC, AWWA C-900 C12 Pressure Irr. Sleeve, 12' PVC, AWWA C-900 C16 Pressure Irr. Sleeve, 16' PVC, AWWA C-905 V1 Valve, 3/4' Gate V4 Valve, 4' Gate V6 Valve, 6' Gate V8 Valve, 8' Gate T5 Tee, 4'x 4"x 4' T7 Tee, 6"x 60x 4' (Or Contractor May Use Tapping Sleeve & Valve) T9 Tee, 8'x 8'x 4' E9 Elbow, 4', 11 1/4 E10 Elbow, 4", 221/7 E12 Elbow, 4', 90' G4 Plug Or Cap, 4" ARV Air Release Valve D Pressure Irrigation Mainline Drain S1 Irrigation Service, 3/4' S2 Irrigation Service, 1' TB P.C.C. Thrust Block (As Required Even If Not Shown). Verify Existing Pressure Irrigation Service Is Installed And N1 Marked Per City Of Meridian Specifications. If Not Found Install Service And/Or Marker As Needed. N2 Deflect Pipe Per Manufacturers Specifications And Recommendations. N3 Contractor Shall Close All Necessary Valves Prior To Making The Interconnection As Shown. N4 Remove And Dispose Of Off -Site Existing Pressure Irrigation Line. NOTES: 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES. 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. 5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. 6. SEE SHEET PIRR-3 FOR DETAILS AND NOTES. �SZONAL � a SAT (�( ►���w 01� Z G d��N M. SIT N N N ' T+•"a N o 0 Z 4, C O N zw��Z 00 Cao4y1� O � Dia' }� LL a L d 4) a- C, W OU V Qom ��o Q W V =WmZ _ wLLI x oro.. E N W •F� •1•+ Co U C O .'C.. ID > a > > v W o C a U U F Z W N :z L N 11 UQ� N 71' 0 Ld N o � W W � Wcl o Z m m 3 WZ� W O Z d rn a OL C" _ 05 �a 4� � a s = c c F- N C p N Z C= E .-. O .ii .«O• NU L T O U 2 (D N 3 0 C:* •o+ Q Q Li. c 4) 6 0 W M V N CJ) z 00 O L 82 N ��o3�y W LL o�04� '> U fl-c—in p z o c N d W J N N - y �ooQo >� C w O ig U f y N 0 0 O li .d 0 LL .(L. z.. a O y •V 1 "=40' CL U C y N W v y c o o PROS. < 0 w T 2 C V� G O U j d 19 o M 0- Q LLI < 0 3� O N 0<RR-1 C C LI zo E oaf - -L LLzo L i O N U SHEETS/1 70713-PIR.DWG C � U •N N � V N� O •G H U L L 0 U p rn •� p C C � n.o U o rnv N E N O �SZONAL � a SAT (�( ►���w 01� Z G d��N M. SIT ca o 0 Z y zw��Z z O O ti 3 O Dia' O C, W OU W ��o Q W V =WmZ � wLLI x oro.. Z D0� Vj Z Z CO C> 00 Z a E5 r w V o Qz00 Cib �zCl0 00 rn F Z W N :z w � z Z O Ld N o � W W � Wcl o Z m m 3 WZ� W O Z d ca o 0 Z y - � M z Dia' O ��o W � wLLI x oro.. CO C> 00 f •� V o Qz00 Cib O 00 rn z w � Z N Ld N o � r m � z �ZM z Ld 0 WZ� Q F- Ir N Ir z o W Ir 0 SAW N CJ) W z 00 0 0 LL SCALE 1 "=40' } W DWG.DATE 01/19/18 PROS. NO. 170713 z O SHEET 15 OF 19 o M 0- Q LLI < P�o 0<RR-1 LLzo SHEETS/1 70713-PIR.DWG L C N L C L ncE ° 00 N a> 2 LLin �U Q>aa� --� --—6PlRR— FUT-8"P1RR =_____ — _ — — — — — — — _ — — E a , —TOP -79.5 \ UT-8"PIRR X �— Q � o �„ o2. > > f 79 a 2 78 \ t BTM=76.5 SAND_ AREA \ \ / L > J L U) QL 0CL 4 .15 �78 \ \ o of— 79 \ \/ � �o-� 30 TOP=79.5 \ i U _ L U ` O 0 N1 Q N1 } \ m y o v A \ \ 0N O o_ a s om I 40 20 0 40 80 120 N 3 " n — O N t U o — h > SCALE IN FEET U / v W� N , o �F- ooQoo� \ \ \ Z c (� o ami v � +• • \ \ \ \ ''+- o o v o co \ : Ff - - T13 G4 � c a � o •o � LA4 o o - v a -.4- \ . I 7 5 LF 5 LF ?'dao r TB E12 T5 TB / /l —� PRESSURE IRRIGATION LEGEND 3 y = T l O 3 OU Vl \ \N1c c \ \ �12 LF % — 4 PIRR— —EXISTING PRESSURE o „ Nth \ \ V4 �` �P4 =� IRRIGATION LINE c o z 01 200 CONSTRUCT PRESSURE W ✓ O C L V4 IRRIGATION LINE &SERVICES ~ � � o :°' � ; 3 . T13 , ► CONCRETE THRUST BLOCK VALVE W �.y o s E :. o mi -:9 � a .P o TB P4 cr V4 8 Y��ON� C8 SLEEVE R• \ �= `\ P4 C8 G�HP' ii C4 0 3 E12 64 LF E• R� 8 S 63 LF �' ` O �15 o a - N E 10 LF � ,- 40 LF �, Q •o \\\ e i 10 LF 14� \ \ =a��� Z N3 TB V4 T7 '�" \ 0— BLOW -OFF V4 \ \ \ o-- AIR RELEASE VALVE SS�ONg � TB „ , o P4 \ 6360 0 „ PRESSURE IRRIGATION KEYNOTE LIST �, ` / 8 E' R� ' i •'` S2 \ ITEM DESCRIPTION "S� S1 \ —� P4 Pressure Irr. Main, 4', PVC, CL -200 P6 Pressure Irr. Main, fi", PVC, CL -200 > W moa \\ w Z 1 P4 �� P8 Pressure Irr. Main, 8", PVC, CL -200 0 0 3 PIR BIJ� \\ \ C4 Pressure Irr. Sleeve 4' PVC AWWA C-900 � w � N TB T5 V4 G4 TB ¢ m W \ \ C8 Pressure Irr. Sleeve, 8' PVC, AWWA C-900 = o w N1 \ 2 , 10 LF \ \ C12 Pressure Irr. Sleeve, 12' PVC, AWWA C-900 \\ oo \ S1 ` 181 0 N O F BlK 4 C16 Pressure Irr. Sleeve, 16' PVC, AWWA C-905 z Z w V1 Valve 3/4' Gate �ow=� z \ o ZZZaw V4 Valve, 4" Gate w o = m m \ / / 2 \ S1 ` \ V6 Valve, 6" Gate W o z r V8 Valve, 8" Gate \1 N1 T5 Tee, 4'x 4"x 4" J o / A\ 0 3 J r T7 Tee, 6 x 6 x 4 (Or Contractor May Use Tapping Sleeve & Valve) y �,, � ` r r r ~NM i ��� v t _ �� �-_ - Tee, 8 8 °' V4 \ ` - -- — _ `--� E9 Elbow, 4", 11 1/4! r= oMo N -� E1Q Elbow, 47, 22 1/T � � � o co 3 E12 Elbow, 4% 90' W cn ¢o 1 G4 Plug Or Cap, 4' o �„ \ ARV Air Release Valve ¢ co \ N1� 63 LF/ii ' \\ O af�� �� D Pressure Irrigation Mainline Drain w o $'S a S1 irrigation Service, 3/4' y Z \ W. \\` \ S2 S2 irrigation Service, 1' o \ " V4r 0- \ TB P.C.C. Thrust Block (As Required Even If Not Shown). \ \\\ \ \ 4 6` E9 Verify Existing Pressure Irrigation Service Is Installed And T8 Marked Per City Of Meridian Specifications. If Not Found Install Service And/Or Marker As Needed. Deflect Pipe Per Manufacturers Specifications And z \ \\ \ A N1 S1 ' \ Recommendations. • \ \ \ N3 Contractor Shall Close All Necessary Valves Prior To Making O The .interconnection As Shown. 0 � 9 LF Z m z \ \\\ \ S1 V4 G4 TB \ N4 Remove And Dispose Of Off -Site Existing Pressure Irrigation Line. O 5 N2 \ rLi \\\\ \ \ Z TB T5 10 LF \ ��,/ Z o \\\ 1 \ - ry- N1 2 N2 \ T5 TB \ � \\\ \ \ \ 16 LF 5 .LF \ NOTES: Z 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES 0 \\ \\\ \ \ s P4 \ \ BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY U CJD \\\ \ \ g V4 \`,\\\ AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY CJS N1 TB 6� G4 \ AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT rr E10 / TB \ \ \ 1-800-342-1585 PRIOR TO ANY EXCAVATION. � 1\ \ 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. 0 V4 \ A\ 00 ` U �) ) �' \ 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES PRIOR TO O - \ 7 LF \� \ CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE O ANY DISCREPANCIES. ,r LL SCALE 1 "=40' O \ , 7 ; \ \\ \ 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE W DWG.DATE 01/19/18 N1 ,�� \C8 \\ \ \ CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. Z O PROD, No. 170713 64 LF \ \\ \ r T11 / \ '• \ \ \ \ 5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. O LL' \ V4 \ \�. \ CL SHEET 16 OF 19 TB E12 \ \ 6. SEE SHEET PIRR-3 FOR DETAILS AND NOTES. m Q O \LU P / \ \ O O Q IRR -2 \ ` SEE SHEET PIRR-1 \\ \ LL Z C1 �— \ �\ �� SHEETS/ S 170713-PIR.DWG Q 3" SDR 21' PVC RISER EXTEND 1i a 3" x 4' x 6" CINDER BLOCK (OR O 4' or 6' x 1' SADDLE MINIMUM O 4' or 6" MAIN LINE MINIMUM O 1' BRASS PIPE Q 1' 200 PSI POLY 18' ABOVE GR01 Q 1' BRASS CURB STOP O ROCK CHIPS O 3' FEMALE ADD. 10 LOCATER WIRE 11 3' PVC PLUG 12 MARKER, STEEL 1" POST "MODIFIED" TYPE A RISER SHORT SIDE SERVICE NOT TO SCALE "MODIFIED" TYPE A RISER LONG SIDE SERVICE NOT TO SCALE 3' SDR 21' PVC RISER EXTENE O 3' x 4" x 6" CINDER BLOCK (i O 4" or 6' x 1' SADDLE MINIMUh Q 4" or 6' MAIN LINE MINIMUM 1' POLY PIPE 200 PSI Q 1" 200 PSI POLY 18' ABOVE C O 1' BRASS COMP. COUPLINGS O 1" BRASS CURB STOP O ROCK CHIPS 10 3" FEMALE ADD. 11 LOCATER WIRE 12 3" PVC PLUG 13 MARKER, STEEL 1' POST "MODIFIED" TYPE A RISER LONG SIDE SERVICE NOT TO SCALE w 8. The Public Works Department and Engineering Solutions, shall inspect all pressurized irrigation unless a properly W 3. C> executed agreement for inspection and maintenance is in effect with the applicable Irrigation District. Forty-eight 3 (48) hours advance notice is required. m 9. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line < z o z d O r z in order to cross a street, the domestic water service and pressure irrigation mains must be on opposite sides z s DOMESTIC WATER METER BOX COVER O O o O Z N O F OBLITERATE WORDS 'WATER METER' FORD N0. of a lot. w o z X43 CAST IRON WITH 12 1/2' LOCKING LIDS z z o 10. Pressure test the irrigation system to one hundred -fifty (150) pounds per square inch (psi) with allowable o ZZZ�w /loss in accordance with the Supplemental Specifications and Drawings to ISPWC. w 7,7/-/-77/7 20 PVC o�mm� clf 1 1/2" CURB STOP 11. All construction materials and installation shall comply with the Nampa Meridian Irrigation District Standard BALL VALVE SUCH AS Specifications for Pressurized Irrigation System -latest edition, except as modified here on. 1 1/2„ a o BRASS PIPE FORD B11-666SW ��� 12. All pipe shall be PVC -Class 200 - SDR21 or better. Pipes three inches and smaller shall be solvent ; o 1 1/2' PVC PIPE weld. Pipe four inches and larger shall have mechanical joints. y o , 13. Minimum depth cover over all pipe shall be 30". �� Ac �o o p° O 14. Minimum compaction shall be: O w x ° ° o°o U° oo\ �000�a000/\ a. 95% in Rights-of-way. � � 0 L� 0 op oo j��`'o o0 Od�\ b. 85% everywhere else. W c~n 0 /oo 0 0 0 o 0 0 0 / ry goo \o0 cQ0 0000 0 rn % 15. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required V Z o at all change of direction of pipes over 11 1/4' where shown on this plan. O o o MIN. 12 DRAIN ROCK MIN. 1 CU YD. o' 0 AT BOTTOM OF VALVE DRAIN ROCK Ed CO FOR SUPPORT 16. All services shall be placed at the midpoint of rear lot or side lot line unless otherwise shown on this plan. z o DRAIN VALVE They shall extend past property line into lot as shown on detail. NOT TO SCALE o 17. Contractor shall verify the location of ail other utilities before installing the irrigation pipe. LQ 18. Contractor to verify location of all landscape lot services with owner prior to installation. 19. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe manufacturers recommendations. 20. All valves must be at most 10' from the street Right-of-way, unless otherwise shown. 21. All valves at street crossings shall be on both sides of streets. O Z CJS � � Z22. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. m i - w Qa 23. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. Z - 0 Z W � 24. Contractor shall be responsible for repairing and replacing disturbed fence and landscaping in order to install 0 CE new services. Each Homeowner shall be notified at least 24 hours before any property disturbance. Q LU 25. Retain and protect all existing utilities and irrigation facilities. �1 M � J 26. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in H o C/) the pipe (even if not shown). Q w LL1J L U (� co r 0 27. Wherever the pressure irrigation line crosses the gravity irrigation and there is a conflict, the pressure Z) irrigation line shall go below the gravity irrigation line and a drain shall be installed at the low point of each location, unless the pressure irrigation line can go over the gravity irrigation and still have a minimum cover of 30". Z 00 O 28. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30" of U minimum cover. 29. Contractor shall install a service to every lot including common lots, even if not shown. 0 L SCALE 1 "=40' 0 DWG.DATE 01/19/18 W 00 Z O rn PROJ. NO. 170713 0 Of o SHEET 17 OF 19 m Q LLi 0 0 ooQ < PIRR-3 LL Z 0 SHEETS/110713-PIR.DWG N N N 0 v C a0- L m 4 ain c o OOLl00 U v a •> ♦/�J � j •� a > CL N N V U p ^tCLna W0 v v •. a> a c c U V.I` Vv N a Q^, S V U U N N O'S O w V O c } ^VJ+ W C c Q 0¢ v Q L Oi N V Q Oi U N = 4-0 CD 77� c c o 3 � co U a =o = �7_ a> C�_ W E L c a D J l O a � i '_ N O U a? I� C 0- >. Q) O 3 ..LO-. O O] Of U O a W T m ami- v a .N j U O N 15i N 'O OJ 2 0 � O O� a N IY7 .i ` Q - CJ N N U O O O L O n N N PRESSURIZED IRRIGATION NOTES LL - U = - V y ' 0 F- 2 -6 N 1. Install all crossings of the Public Rights -of -Way, private roadways and travelways with pressure irrigation at a ? � o o a o o maximum depth of two -and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. The Q c 3 0 � o Public Works Department, ACHD and Engineering Solutions, shall inspect all crossings prior to backfilling.{/) o o w 0 CL Z 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, Q_ Q -= and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and � aci •� U av Q 0 2 ` T non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be o 2 z constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). o E 1, LOT W >.�a���o Z E 0 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be = M a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to H c y N E = 3 cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance3. Q U L 3 5' BACK LOT with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 U p H 3' SIDE LOT PVC RISER of the Wastewater Rules (IDAPA 58.01.16). W N (TYP.) C H U i p L U N C (A O PRESSURE IRRIGATION PIPELINE - 4. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in color, with the o t a 3 SEE PLAN FOR SIZE OF PIPE words DANGER -UNSAFE WATER or NON -POTABLE WATER clearly marked along its length. Place the tape between C N N E TYPICAL PIPE LOCATION six (6) inches below the surface and eighteen (18) inches above the top of the pipe. U) _ z NOT TO SCALE 5. Label all irrigation risers and faucets with durable tags carrying the warning DANGER -UNSAFE WATER or NON -POTABLE WATER. IpNAL g�OZSTE�,����� 6. Label all valve boxes and vaults with durable tags carrying the warning DANGER -UNSAFE WATER or NON -POTABLE WATER. The valves and boxes are to be located a minimum of ten (10) feet outside of the Public 63 Right -of -Way, private roadways and travelways. �N 1o� aw�N,OF 7. Install backflow in between the the a reduced pressure preventer any connection potable water system and �05 M ST pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Department. w 8. The Public Works Department and Engineering Solutions, shall inspect all pressurized irrigation unless a properly W 3. C> executed agreement for inspection and maintenance is in effect with the applicable Irrigation District. Forty-eight 3 (48) hours advance notice is required. m 9. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line < z o z d O r z in order to cross a street, the domestic water service and pressure irrigation mains must be on opposite sides z s DOMESTIC WATER METER BOX COVER O O o O Z N O F OBLITERATE WORDS 'WATER METER' FORD N0. of a lot. w o z X43 CAST IRON WITH 12 1/2' LOCKING LIDS z z o 10. Pressure test the irrigation system to one hundred -fifty (150) pounds per square inch (psi) with allowable o ZZZ�w /loss in accordance with the Supplemental Specifications and Drawings to ISPWC. w 7,7/-/-77/7 20 PVC o�mm� clf 1 1/2" CURB STOP 11. All construction materials and installation shall comply with the Nampa Meridian Irrigation District Standard BALL VALVE SUCH AS Specifications for Pressurized Irrigation System -latest edition, except as modified here on. 1 1/2„ a o BRASS PIPE FORD B11-666SW ��� 12. All pipe shall be PVC -Class 200 - SDR21 or better. Pipes three inches and smaller shall be solvent ; o 1 1/2' PVC PIPE weld. Pipe four inches and larger shall have mechanical joints. y o , 13. Minimum depth cover over all pipe shall be 30". �� Ac �o o p° O 14. Minimum compaction shall be: O w x ° ° o°o U° oo\ �000�a000/\ a. 95% in Rights-of-way. � � 0 L� 0 op oo j��`'o o0 Od�\ b. 85% everywhere else. W c~n 0 /oo 0 0 0 o 0 0 0 / ry goo \o0 cQ0 0000 0 rn % 15. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required V Z o at all change of direction of pipes over 11 1/4' where shown on this plan. O o o MIN. 12 DRAIN ROCK MIN. 1 CU YD. o' 0 AT BOTTOM OF VALVE DRAIN ROCK Ed CO FOR SUPPORT 16. All services shall be placed at the midpoint of rear lot or side lot line unless otherwise shown on this plan. z o DRAIN VALVE They shall extend past property line into lot as shown on detail. NOT TO SCALE o 17. Contractor shall verify the location of ail other utilities before installing the irrigation pipe. LQ 18. Contractor to verify location of all landscape lot services with owner prior to installation. 19. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe manufacturers recommendations. 20. All valves must be at most 10' from the street Right-of-way, unless otherwise shown. 21. All valves at street crossings shall be on both sides of streets. O Z CJS � � Z22. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. m i - w Qa 23. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. Z - 0 Z W � 24. Contractor shall be responsible for repairing and replacing disturbed fence and landscaping in order to install 0 CE new services. Each Homeowner shall be notified at least 24 hours before any property disturbance. Q LU 25. Retain and protect all existing utilities and irrigation facilities. �1 M � J 26. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in H o C/) the pipe (even if not shown). Q w LL1J L U (� co r 0 27. Wherever the pressure irrigation line crosses the gravity irrigation and there is a conflict, the pressure Z) irrigation line shall go below the gravity irrigation line and a drain shall be installed at the low point of each location, unless the pressure irrigation line can go over the gravity irrigation and still have a minimum cover of 30". Z 00 O 28. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30" of U minimum cover. 29. Contractor shall install a service to every lot including common lots, even if not shown. 0 L SCALE 1 "=40' 0 DWG.DATE 01/19/18 W 00 Z O rn PROJ. NO. 170713 0 Of o SHEET 17 OF 19 m Q LLi 0 0 ooQ < PIRR-3 LL Z 0 SHEETS/110713-PIR.DWG 269 .: 267 26/ K mat •i 265 FLIT SSMH #SK3 t STA= 16+16.54 i 12"GIRRfi@R-79.5 ——6'PIRR— FUT-8"PIRR _ ___-_ 12"GIRR 79 rP 78 BTM=76.5 °SAND ARS \ /' q.� `= 600: S:F;.: \ \o" 78 79 TOP=79.5 FLIT SSMH #SK2 �\\ STA=15+28.89 \ \ ro " \A -(D 'K �Y• pA 82 GpJ W8 N2 62 N2 A8 A8 V8 4'r\ ��. SSCO #1B � c8 A8 STA=13+93.22 T7- 0 4 1 o EX/ST/NG VACBE V a�1 \ o TB TB N2 E� W8 a s 73 W6 �\ � � N1 _ - 41 �F � 14+00 gC! CV01 '9 LF SSCO #1A g STA=14+95.22 N2 C) UT-8"PIRR — „w J 17+00 700 FLIT SSMH #SK1A \ STA=16+81.88 SC = 13+97 \ �g7 SSMH S C �KNp�,p� , i X11 # K1 N3 SL = 53' \ � = � SI 2676.3 � �� � � � � � i STA=13+27.72 •� \ _____ EXIST. SSCO #W26 A_�— \ STA=11 +85.22 SC = 13+92 �° 5 S 1 t »per SL = 38' i __¢ ` 1 SI = 2676.3 5 �� \ a 2 \ \ EXIST. SSMH W25 , S2 ' BI -K 4 STA=10+00.00 N311 SC = 14+75 N3 SI = 2676.6 ,� \ W8 (SEE SHEET S-2 y+bU 1u UU 1U 4U 1U 60 11 20 11160 12+00 12+40 12+80 1 3 Z0 16+60 14 00 14+40 1411-80 15+20 151-60 16--00 16 40 16--80 17 Zr J R13 Reducer, 8'x 6, All Fig. S1 Single Metered Service Connection, 1", with 3/4' Meter and 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). O N > • v > > Double Metered Service Connection, 1% with 3/4" Meters and b 1 T SEWER UNE T7 Tee, 8"x 8'x 6', MJ x MJ x Fig. T26 Tee, 8"x 8'x 8', All Fig. O P.C.C. Thrust Block (As required even if not shown) - oao See Water Note 1 on Title Sheet and ISPWC SD -403 TS8 to r- 00 Tapping Valve, 8" V6 Valve, 6" Gate, Ag. x MJ 0C 0C Valve, 8" Gate, Fig. x MJ ito Water Main, 6" PVC, C-900 W8 Water Main, 8' PVC, C-900 C14O coN00 After Agency Has Closed Existing Valve 'A', The Contractor Shall SRemove The Existing Blow—off And Thrust Block To Complete o Y t Y cf rn (Adjust Water lane, As Needed, to Maintain Minimum Separation) Z cONO �N^Cn� 00 Lq a a> a.c C a v p Use Elbows As Needed. �on� I - Co C o u� FU RE O lU")N 00 o+„ `j N SII+N a `r' I- LO co �E>V; in m Oo _ + �_ _ o GROUNDW�, co cCN N M � N N '1' U w _ AT rn N N a OU ; v 11 �) pp N N co GRADE TO MATCH EXISTING GROUND z0 Q N CO 11 Q 4 LO 'm o N st i N M O O Co' ,—°'� v 3 ib 7= � d� � re n o cv r� + V) n ¢ v + u .� (5% MAX SLOPE} FUTURE U � II cC EXISTING GROUND _ ``` o 0 W��/ "� W N o II M ��`' FlNISHED GROUNDw AT SEWER UNE r- If 0�/ 3 o r FINISHED GROUND r(f/1 c o LL "� 05 E IY �Z ao�,�� ¢ o _ �E 0 v 0 AT SEWER UNE QU ``' a "=4' o AT SEWER UNE n w HORIZ VERT U d ��- o+ 0 LLJz O PROJ. NO. 170713 FUI JRE N SHEET 10 OF EXISTING GROUN o o iE 73 00 m W W �v x oo 'x 5% MAX SLOPE _ -- o Lu N N N FUTL -- '' a Li tet- (n W UJ `rwcn 12 _— --`—'_ \� cO O a a 1 __---- ---- — , ------ ---- — UJI �_ .- — ---------- --- _ -- 3o a z �� Lf - w83�65 8"" PVC @ 0. 1%134.00 LF V. EXISTING GROUND LF PVC @ 0.41 % (� 8" PVC 0.4170 AT SEWER UNE 8 co Z (n o O CD N2 N J co c o rn co II N W --- Z - � N N co ro00 a - Lqco .- a- Cn 3 � z to co co to co z O N N N � of coco , S. M NTA UE W Y o U -)001 A In 00 6+40 16+00 coI) 15+20 14+80 14+40 14+00 13+60 13+20 12+E 65.17 LF 8» PVC @ 0. 6% 182.89 LF 140.83 LF 8" PVC 0 0.467. { 15" VC 0 0.22%t 1 ' PVC 0.22% — — CN cq M N co N .- o c co M II Z 11 z N N II t co to tto to to co to c 00 Z 4 i� to Z N N N - s Zz It z o A C zZ _ U-) co Lo a E. ROCK AMP ON DRIVE VI 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+r 0 ?692 r e" ?676 ?672 Mot ?660 ?656 0 268 0000-1 267 267 266 266 I -A 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE b 4U lb UU 1b bU 1b 2U 14 du 14 4U 14 UU 1.5 6U 1J 2U 12 t C8 Cross, 8' , All FIg. E8 Elbow, 8", 11 1/4% MJ E18 Elbow, 8", 22 1/2•, MJ E23 w Fl ISHED GROUND J R13 Reducer, 8'x 6, All Fig. S1 Single Metered Service Connection, 1", with 3/4' Meter and 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). O N > • v > > Double Metered Service Connection, 1% with 3/4" Meters and b 1 T SEWER UNE T7 Tee, 8"x 8'x 6', MJ x MJ x Fig. T26 Tee, 8"x 8'x 8', All Fig. O P.C.C. Thrust Block (As required even if not shown) - oao See Water Note 1 on Title Sheet and ISPWC SD -403 TS8 to r- 00 Tapping Valve, 8" V6 Valve, 6" Gate, Ag. x MJ 0C 0C Valve, 8" Gate, Fig. x MJ 00 Water Main, 6" PVC, C-900 W8 Water Main, 8' PVC, C-900 C14O coN00 After Agency Has Closed Existing Valve 'A', The Contractor Shall SRemove The Existing Blow—off And Thrust Block To Complete ck� Y t Y cf rn (Adjust Water lane, As Needed, to Maintain Minimum Separation) Z cONO �N^Cn� Install 8' Water Line To Go Under Existing 10' Water Line. a a> a.c C a v p Use Elbows As Needed. �on� Century Link Shall Remove And Dispose Or Relocate Existing o u� FU RE m—' o+„ `j N SII+N a `r' 11 ' �E>V; in m Oo _ + �_ _ FINISHED GROUNDW�, a mOf op `o: aw M o � '1' U w _ AT ER UNE a OU ; v 11 s �, w 11 N o0 ¢ Cq O 0 N d J N O 3 O c z0 II Q i- 11 Q N 1 NF- UJ+ �NVJ N st i N M O O 7= � d� � re � V) z= Q in C)Up U � cC EXISTING GROUND W��/ w W o o Q o o / LL AT SEWER UNE 0�/ 3 o r O r(f/1 c o LL "� D 5 'Q IY �Z ao�,�� o _ �E 0 N2 0 N QU �'° o�oo "=4' o LL GRADE TO MATC HORIZ VERT U d 0 LLJz O PROJ. NO. 170713 FUI JRE N SHEET 10 OF EXISTING GROUN o o O 3 rte. OU(n , m W W �v 5% MAX SLOPE _ 3 o Lu LL FUTL RE SHEETS/170713-SS.DWG a co W 12 RR W cO O a a 1 _ a o- UJI O U B J •O N CNC E 3o a z Lf - w83�65 8"" PVC @ 0. 1%134.00 LF 631 LF PVC @ 0.41 % 8" PVC 0.4170 M 8 co Z (n o O CD N c o rn co II N W --- Z - II F- N N co ro00 a - Lqco .- a- z to co co to co z O N N N � co coco S. M NTA UE W Y o U -)001 A In 00 6+40 16+00 15+60 15+20 14+80 14+40 14+00 13+60 13+20 12+E SEWER & WATER KEYNOTE LIST r >w a � J ITEM DESCRIPTION A8 Adaptor, 8", Fig. x MJ 61 Blow—Off, 2', per Std. (W12) B2 Blow—Off, 2", per Std. (W13), Including 8' Valve C8 Cross, 8' , All FIg. E8 Elbow, 8", 11 1/4% MJ E18 Elbow, 8", 22 1/2•, MJ E23 Elbow, 8, 45, MJ x Flg. H Fre Hydrant Assembly Complete per Std. (W7) & (W9) R13 Reducer, 8'x 6, All Fig. S1 Single Metered Service Connection, 1", with 3/4' Meter and 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). O N > • v > > Double Metered Service Connection, 1% with 3/4" Meters and S2 3/4" Meter Setters, per Std.s (W1), (W3) and (W5). T7 Tee, 8"x 8'x 6', MJ x MJ x Fig. T26 Tee, 8"x 8'x 8', All Fig. O P.C.C. Thrust Block (As required even if not shown) - oao See Water Note 1 on Title Sheet and ISPWC SD -403 TS8 Topping Sleeve, 8" TV8 Tapping Valve, 8" V6 Valve, 6" Gate, Ag. x MJ V8 Valve, 8" Gate, Fig. x MJ W6 Water Main, 6" PVC, C-900 W8 Water Main, 8' PVC, C-900 After Agency Has Closed Existing Valve 'A', The Contractor Shall SRemove The Existing Blow—off And Thrust Block To Complete ck� The Interconnection As Shown. N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. 'S 2 (Adjust Water lane, As Needed, to Maintain Minimum Separation) N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. N4 Install 8' Water Line To Go Under Existing 10' Water Line. a a> a.c C a v p Use Elbows As Needed. N5 Century Link Shall Remove And Dispose Or Relocate Existing _ Telephone Pedestal Prior To Construction Of The Sanitary Sewer. NOTES: 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. The contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. 2. Contractor shall verify each lot has an existing sewer -service and is marked per STD SW3. Install service and/or marker as needed. =A '•il W, ?672 '15P L bF G ?668 2 K' r >w a � J L C Q W � LLI 00 ac v>� m a� a 0 rn 00 F- Nto Oo�3� p a a 0:: 0 om��o LL V a �cwnw Z � 70 � �a bi w X TQC) W/�� L �5 NU C 4-(n O N > • v > > a J 0 O N O /�/ W O E o 0U)r) U� - oao o� z � 0 v < a=_ U Q - C Cc a�Q� N N Q ck� N Z J F O w z 'S 2 U5 Vi NC a a> a.c C a v p W z v p ^ U O E N O z a' W �E>V; in m Oo /1 LIJ a mOf op `o: aw M O rn U ` M j O O 0 N d J N O 3 O c z0 Z y 0 �Aw O O LL V) z= Q in C)Up U � cC W��/ w W o o Q o o / LL c 0�/ 3 o r O r(f/1 c o LL "� D 5 'Q IY �Z ao�,�� o _ �E 0 -�� 0 QU �'° o�oo "=4' O LL HORIZ VERT U d 0 LLJz O PROJ. NO. 170713 0 SHEET 10 OF 19 o o O 3 rte. OU(n m W o 9 _ o a= LL z SHEETS/170713-SS.DWG N` O O V W cO O a a — a o- � o.qo�y•�a O U B J •O N CNC E 3o a z '15P L bF G ?668 r >w a � J Q W � LLI 00 F- Nto Oo�3� 1_664 0 om��o �cwnw Z � 0 3 F m w ==�zz bi w X TQC) N G ZU V' O g w � J 0 0 Qz� t'� '_660 0U)r) _�� � � � U Z `z � N w ao O o� z C> 0 �Z z z z a w 0 N o - o � _ W ck� N Z J F O w z 'S 2 o W LLI 00 F- Nto I 0 co � CO � W bi w X TQC) oC) co 0 � V 0 Qz� t'� O 0U)r) w ao O o� Z 0 N o - o � W I >_ � � 0 w o� �Zmz0 z LJ z Vi W O z a' W LIJ M j O z0 H o 0 �Aw � U V) z= Q v cC w W z LU O 0 U U) r 0> IY 0 SCALE 1 "=40' 1 "=4' O LL HORIZ VERT DWG.DATE 01/19/18 0 LLJz O PROJ. NO. 170713 0 SHEET 10 OF 19 o o m W Q F_S4 Lt1 LL o LL z SHEETS/170713-SS.DWG SEE SHEET S-1 SSCO #1 B C8 A0 STA=13+93.22 _� 9 L� ZON T7 0 - - �� ? 15ko 4CkE A TB V6 J N2 FUT SSMH #SK1A STA=16+81.88 W8 W6 \ 2 9 LF B * SSCO #1A \ \ N2 STA=14+95.22 \ 5"S \ w� �\ ' w \ 2}� 40 16 80 1/ SSMH #SKI 60 18 STA=13+27.72 EXIST. SSCO #W26 19--2,- STA=11+85.22 SC = 13+92 20 17 SL = 38' 1 SI = 2676.3 ` N3 \ SC = 14+70 SL = 38' 1 2 S1 = 2676.6 1 i 3- i \ 5 i i 8K1 \1 \` 6 i i i i i 1 ` SC = 13+97 N3 SL = 53' SI = 2676.3 X05 S1 5 2 �^ N3 SC = 14+75 BK L 4 SL = 53 SI = 2676.6 W8 N a S2 O \ 0 } o N o SC = 15+51 2 N3 SL = 53' Sl = 2677.0 q \ W6 T7 V6 Wp� 1 p 267 \ �5�F P-�t5 8"W w 8'S `' FUT S 01 STE FUT SSMH #SK4A 267 910 SSCO #4A STA=18+72.19 `p STA=18+01.63 \ / 266 w SC = 17+00 N3 SL = 53' 1 `\ SI = 2677.5 \ O +n r ,a w8 'GA\ 266 105 S2 1 \ \ \ S2 E8 TB 2 N3 ' 100. \ \ 266 91. SC = 18+02 BLK 3 \ 1 SL = 53 \ \ r N3 SI = 2678.0 SC = 17+52.9 j SL = 35' s SI = 2677.8 SSMH #SK5 00 � STA=17+52.91 9T loo' SC = 15+46 SL = 38' SI = 2676.9 N3 S2 0 V8 A8 A8 T26 1 TB SC = 16+21 SL = 38' 4 SI = 2677.2 SSMH #SK4 STA=16+34.13 SC = 16+94 SL = 38' SI = 2677.5 7 \\ 269 1 � \ 269 \ �\ 268 \ 268 3 B2 268 N2 t ---- TB W8 n TB �\ 269 TB E8 TB SC = 19+22 G, r N2 E8 TB SL = 53 268 SI = 2678.5 � SC = 18+21.3 `r N3 V8 V8 TB SL = 35 SI = 2678.1 N3 TB �, A8 H 19XF SSMH #SK6 S2 ', 100 Ar T26 S2 /V6 SC = 2 .2( 268 STA=18+21.33 ' `'` �'`� os• '6�` �s T7 SL = 5,1 SSMH #SK7 SI = 26 s' STA=19+31.26 N2 8 12 LF / V N3 268 01 WS ,.a SC = 20+17 0s SSS SL = 41' , Sl = 2678.9 Xoo r3 v N2 267 (SEE SHEET S-4 SEE SHEET S-3 267 NOTES: 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. The contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install service and/or marker as needed. l_ o bbU 1 b UU 1 b 40 16 80 1/ 20 1/ 60 18 00 18 40 181-80 19--2,- 16+80 17 20 17 60 18 00 18 40 18 80 19 20 19 LL 2 0 0 00M 2688 w C3 b- CO `�Ni U_ o 40 20 0 40 80 120 N a v a u �,°' U p°c° 0` 6 00 ¢ 0 �oC' C� N 2684 C to Cq I "0' '0 to N SCALE IN FEET Q N COaO N Y II GROUND ¢Z t7N+ JS v II r- II c o ui f 00 � c2 If -EXISTING AT SEWER LINE W co w ) 4 �N�� co00 IFQIP o II >_ � � Z II • O 4 2 0 4 8 12 oE u �0 .. z m 00 o C14 00 rl- F- rno M1010 co > ._ Cn En F_ z ---------- Cn rnc 3 � a 'p, � mX `o nw M w Z SCALE IN FEET N 00 col No+a o O >696 VERTICAL SCALE 2 01 re) II + cfl c 2 O O` e z 00~ 06 � 1 a> vo s 00 FINISHED GROUN FINISHED GROUND N SEWER LL f- N � a ` AT SEWER LINE 00 C .. O o N � tli U �- a -0=_ o> Il. ?692 I I:M DESCRIPTION = �- W Z) N � 6 1EE: N2 z Z Q c> 4 a>N L9 cr A8 Adaptor, 8", Fig. x MJ _3 0 F- = W $ J � Wig¢ Y B1 Blow -Off,. 2*,, per Std. (w12)_ FINISHED GROUND Z O_� N �•U C!) n c"n r_ c� 0 D_O O T 0. cn � a: C/) v> B2 Blow -Off, 2', per Std. (W13), Including 8" Valve Iz U N y V7 o 0 3 � r V ��ci 688 C8 G Go DWG.DATE 01/19/18 _ ----- , -- --_ A�U_InNG � ,�``' a �, - E8 Elbow, 8", 11 1/,V, MJ 3 = N = o O 3 y.. O •- (n E18 Elbow, 8', 22 1/7, MJf 68.22 LF - ---'- - - - E23 Elbow, 8, 45, MJ x Fig. Z o 8' PVC 0.60% ?684 GROUND o C O C N 8 N a = 3 - H Fre Hydrant Assembly Complete per Std. (W7) & (W9) I --f N RT3 Reducer, 8"x fi All Fig. p N .4 O C ATS UNE CqW , S1 Single Metered Service Connection, 1", with 3/4" Meter and W O CO CO N 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). ` = D H e- V V � N r` . O 'C w •O to C C V O 680 S2 Cli ri OR AT SEWER UNE ? tl II 3/4' Meter Setters, per Std.s (W1), (W3) and (W5). cm CMo to CO to T7 Tee, 8'x 8"x 6',MJxMJxng. = OO =D Z O T26 Tee, 8'x 8'x 8', All Fig. N N N z >_676 O P.C.C. Thrust Block (As required even if not shown) See Water Note 1 on Title Sheet and ISPWC SD -403 z_ Go :z :z 00 TS8 Tapping Sleeve, 8" 4 N8 Tapping Valve, 8' °° ' > _ Z _ �w V) V6 Valve, 6' Gate, Fig. x MJ 672 °° B E TWAT -RS - AY V8 Valve, 8' Gate, Fig. x MJ W6 Water Main, 6' PVC, C-900 L 5+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+2 2692 60 SSU 1,5 2U 1,5 bU 14 UU 14 C N C N 15 20 15 60 16+00 16+40 16+80 17 20 17 60 18 00 18 40 18 80 19 20 19 LL 2 0 0 00M 2688 w C3 CO `�Ni U_ 40 20 0 40 80 120 Illi N c 0 a v a u �,°' U �oC' C� N 2684 SCALE IN FEET Q N cs, Q: Q o -'o C' 0 L J_ L0 JL HORIZONTAL SCALE °'.� ) �N�� co00 IFQIP 2680 >_ � � Z • O 4 2 0 4 8 12 oE u �0 .. z m 00 o C14 00 rl- F- rno M1010 co > ._ 1.13oCR 'co, F_ z Cn rnc 3 � a 'p, � mX `o nw M w Z SCALE IN FEET N 00 col No+a o O >696 VERTICAL SCALE 2 01 re) II + cfl c 2 O O` e z 00~ 06 � 0 a> vo s 00 if � FINISHED GROUND N SEWER & WATER KEYNOTE LIST LL f- N � a ` 00 C .. O o N � tli U �- a -0=_ o> Il. ?692 I I:M DESCRIPTION = �- W Z) N � 6 1EE: �, p 6 z Z Q c> 4 a>N L9 cr A8 Adaptor, 8", Fig. x MJ _3 0 F- = W $ QV> N Wig¢ Y B1 Blow -Off,. 2*,, per Std. (w12)_ FINISHED GROUND Z O_� N �•U C!) n c"n r_ c� 0 D_O O T 0. cn � a: C/) v> B2 Blow -Off, 2', per Std. (W13), Including 8" Valve Iz U N y V7 o 0 II v AT SEWER UNE r V ��ci 688 C8 Cross, 8", All Fig. DWG.DATE 01/19/18 _ ----- , -- --_ A�U_InNG � ,�``' a �, - E8 Elbow, 8", 11 1/,V, MJ 3 = N = o O 3 y.. O •- (n E18 Elbow, 8', 22 1/7, MJf ---- - ---'- - - - E23 Elbow, 8, 45, MJ x Fig. Z o o N ?684 GROUND o C O C N 8 N a = 3 - H Fre Hydrant Assembly Complete per Std. (W7) & (W9) I --f N RT3 Reducer, 8"x fi All Fig. p N .4 O C ATS UNE 1N2 , S1 Single Metered Service Connection, 1", with 3/4" Meter and W t o T 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). ` = D H e- V V . O 'C w •O to C C V O 680 S2 Double Metered Service Connection, 1', with 3/4" Meters and AT SEWER UNE 3/4' Meter Setters, per Std.s (W1), (W3) and (W5). T7 Tee, 8'x 8"x 6',MJxMJxng. z T26 Tee, 8'x 8'x 8', All Fig. >_676 O P.C.C. Thrust Block (As required even if not shown) See Water Note 1 on Title Sheet and ISPWC SD -403 Go TS8 Tapping Sleeve, 8" N8 Tapping Valve, 8' , /� A � �w V) V6 Valve, 6' Gate, Fig. x MJ 672 V8 Valve, 8' Gate, Fig. x MJ W6 Water Main, 6' PVC, C-900 L W8 Water Main, 8" PVC, C-900 a moi=� o r N= N zw��Z 3 > w 3 CR W ? After Agency Has Closed Existing Valve 'A', The Contractor Shall z �m�NN _668 N1 Remove The Existing Blow -off And Thrust Block To Complete J w z The Interconnection As Shown. m o w See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. Z Z Vj Z Z ZaoYZ N2 (Adjust Water Line, As Needed, to Maintain Minimum Separation) o o o z ?664 N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. V, o w o Z Z o Install 8' Water Line To Go Under Existing 10" Water Line. zZz�w N4 Use Elbows As Needed. W w m m 3 � N5 Century Link Shall Remove And Dispose Or Relocate Existing W Y =wC) Z Telephone Pedestal Prior To Construction Of The Sanitary Sewer. CA 60 LF 0 302.1 LF CzCL J 0 o 15" 114. PVC 0 0.23% 15" PVC ® 0.22% I 15" PVC I O LLI 00 04 15" PVC 0 0.22% firm K) 00 D 2692 60 SSU 1,5 2U 1,5 bU 14 UU 14 4U 14+80 15 20 15 60 16+00 16+40 16+80 17 20 17 60 18 00 18 40 18 80 19 20 19 2 0 0 00M 2688 w C3 zoo 0) N N 0 O _ n- 2684 -'o C' 0 L J_ L0 ) u? co00 � � 2680 �, • O M <n Q- IY .�. .. z m 00 o C14 00 rl- F- rno M1010 co 1.13oCR 'co, F_ z Cn LLJ v w Z w m N 00 col No+a o 4V co c ^ 2 01 re) II + cfl z 00~ 06 � a> vo s if � FINISHED GROUND N v �,- II 2672 z 53 " n ` 0 v II o> Il. i II = �- AT SEWER LINE _ �, p 6 z Z Q c> 4 a>N L9 cr 2668 _3 = W $ QV> N Wig¢ Y II + N a � FINISHED GROUND 0 C!) n c"n r_ c� v> oo F- N d ��N cn � a: C/) v> u> 2664 II v AT SEWER UNE r V ��ci HORIZ VERT - DWG.DATE 01/19/18 _ ----- -- --_ A�U_InNG � ,�``' a �, - SHEET 11 OF 19 2660 0 o -.------ �' N °O �'¢ L �ro:cnN ---- - ---'- - - - GROUND - -------_--'- ATS UNE 1N2 EXISTING GROUND AT SEWER UNE Go V) L W W 2 W CA 105.93 LF 302.1 LF 15" 114. PVC 0 0.23% 15" PVC ® 0.22% I 15" PVC 0.22% O 15" PVC 0 0.22% D I Z W N Z v v R CJ) 3 v N W Biu v v W Co tco o v CO v 0 N ap M N pp p o NM 0000 CSC Oi Co O^ Cp CA CL7 CO N coCOCO N N Nto cco13 Co CIO I N N co N N N Nto N Z Z Z NN.N. Z z _ o 4 II I II II C) o�Z� ��°° 00 MO TAG E WAY °°LO SLC» z !!2 . �, 2+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+ 2692 60 �� " W U)o� 0 0 oo O o Q z.1 0 0 00M 2688 w C3 zoo 0) N N 0 O _ n- 2684 J_ � � 2680 �, • O M <n Q- IY .�. .. z m W CO F_ z LLJ v w Z w m 2676 W 7 _ n- W LLI z � W >- 004 N � 2672 z ` 0 w o A I= w z Z Q c> cr 2668 w Z LU 00 0 C!) r_ c� EL' 2664 0 LL SCALE 1 "=40' 1 "=4' r HORIZ VERT DWG.DATE 01/19/18 0 PROJ. No. 170713 Z 0 - SHEET 11 OF 19 2660 0 o m Q bi W ~t- � S-2 �z o SHEETS/170713-SS.DWG SEE SHEET S-2 X X�� V N3 S2 SSMH #SK7 STA=19+31.26 117 3.9 X13 3.24 a S2 N3 TB E18 K14 5.65 S2 0�0011 TB SC 19+22 .0 \ \ A\ N2 E8 SL = 53' TB \ \ \ SI = 2678.5 V8 \ / N3 TB V8 TB d �3 v N2 `� E8 E8 - %E8, SSMH #SK8 sJ, 9G� SI = 2679.5 \ \\ t T W8 STA=20+66.28 19 GF �� �� �� \ \ \ \ o \ N3 \ \ \\ \ 51 N3 TB \ \ \\ t] SC = 20+95 18 E8 \ \ \\ \\. \ SL = 53 U) SI = 2678.3 -3 w \ \ \ \\ o w SSMH #SK9 SC = 22+26\\ mSTA=21+70.51 �, N3 SL = 55'\ \\\ \\ \\\ OS2 r SI = 2679.7 \ \\ \ N E8 TB \ \ \\ Cn �* \ \ \ . N3 SC = 21+69 B 1 SL = 53 SI = 2678.0 17 S2 N2 -� 80 °°\\\ SSMH #SK10 N3 SC = 22+91.6 STA=22+91.60 .f X12 SL = 47 49' SI = 2679.4 W8 107 TB F CP 19 E8 T7 V6 H TB TB c N s - N3 SC = 22+53 17' a. SL = 99' 16 W6 FUT- "PIRR _ -_ - 9 LF W8 B2 S2 \V6 H �\ F \� SC = 20+37 'C\- \ \ \ T7 SL = 54 \ \ \ \ \ W6 SI = 2679.0 \ \ \ \ 12 LF \ \ \ \ N3 S W8 TB F \\ \ E8 SC = 20+93. SL = 53' �\` N3SI = 2679.3�\�\\ \ \ \ \ �G 76a TB \ \ \ \ \ \\` A� \ \ S�. E8\\ \ S2 �... SC = \ 21+62. SL=52'e\�\\\\\ 269 N3 t t.25• SI = 2678.4 - •N L N2 N3 w8 E23 R13 V6 TB�\ - 1 268 I f� d - 2a3 6T 346 W6 S2 TB V8 V8 A8 T26 32 LF8„Wul 30 LF - 11 p, N3E s N2 C3 E. N N3 w H TB SSMH #SK11 9 2 00 8•S�- 0 25 V 268 STA=23+74.22 ,;_ - w O O J SC = 22+74.11 �; = cwly S2SL = 86' 1514 --------- s.5' N3 SI 2678.6 SSCO #111 -- _ = ` STA=24+5; s. ' E8 TB S1 268 t � � SC = 22+74.11 I rn 1 SL = 64' i •N gL1.2 (j SI = 2678.5 x 13 i 1--------- ooh W8 TB 267 4 E8 a I w 29.5' ` 19 2t' 267 1 N l 14Lso� N2 10 -.. - - ^ - 1 -6�'/R - --r • -p - - -- _ _ -= - ===- - _-- ------ R--_ 266 Pl AlR YrY �- - -- -- - --- _ - _2 _�. - d -- - •sa� •� - __moi -.._..- N&SCEV-268727.. -10W = i - _ -10'W- -10'W- - 10 {f 266 TB N8 TS8 8.5, s' TS8 N8 TB --------------------- - -- - - -- - �- - - - - -------- _- -- 266 --- ------ --- -----\ ----- --- -- -'- --- - - - -- -=---- - - 1 �/ SSMH #SK12 STA=26+07.72 SEWER & WATER KEYNOTE LIST ITEM DESCRY 1 ION A8 Adaptor, 8', Fig. x MJ 61 Blow -Off, 2", per Std. (W12) B2 Blow -Off, 2", per Std. (W13), Including 8" Valve C8 Cross, 8', All Fig. E8 Elbow, 80, 11 1/4, MJ E18 Elbow, 8", 22 1/7, MJ E23 Elbow, 8', 45•, MJ x Fig. H Fire Hydrant Assembly. Complete per Std. (W7) & (W9) R13 Reducer, 8'x 6", All Fig. S1 Single Metered Service Connection, 11% with 3/4" Meter and 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). S2 Double Metered Service Connection, 1", with 3/4" Meters and 3/4" Meter Setters, per Std.s (W1), (W3) and (W5). T7 Tee, 8"x 8'x 6', MJ x MJ x Fig. T26 Tee, 8"x 8"x 8', All Fig. O P.G.C. Thrust Block (As required even if not shown) See Water Note 1 on Title Sheet and ISPWG SD -403 TS8 Tapping Sleeve, 8" N8 Tapping Valve, 8' V6 Valve, 6" Gate, Fig. x MJ V8 Valve, 8" Gate, Fig. x MJ W6 Water Main, 6" PVC, C-900 W8 Water Main, 8" PVC, C-900 After Agency Has Closed Existing Valve 'A", The Contractor Shall N1 Remove The Existing Blow -off And Thrust Block To Complete The Interconnection As Shown. N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Adjust Water Line, As Needed, to Maintain Minimum Separation) N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. N4 Install 8' Water fine To Go Under Existing 10" Water Line. Use Elbows As Needed. N5 Century Link Shall Remove And Dispose Or Relocate Existing Telephone Pedestal Prior To Construction Of The Sanitary Sewer. N. 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE NOTES.- 1. OTES: 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. The contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install service and/or marker as needed. 80 1y 2U 19+6U 20-00 20--40 20 80 21--20 21--60 22--00 22--40 22--80 23 20 23--60 24--00 24--40 24--80 25--20 25 60 26--00 26--1 0 < 00 0.0 o vas o Q) 0 � y w Q � N z 0 N T Q a� � U N n '79 o w N Q (D N J � L L SCALE 1 "=40' 1 "=4' U5co LL J DWG.DATE 01/19/18 J 0 °' J C:o J z ii V O E U U 00 Q o w N�o"oo�C O C 3 0 p& Q 0 mof0o�aw m 00 71f � L v � O b to -2 LO O N O� v_ o 's v a rn cn 0 3 O C70 _ N N "�-' O 'D O i E V .!n � N - > � DU .O M d' � M LU Z) �i «) M O� 3 0 � � � L C C 00 p�0 � Lri flZ o�, an O 92 2i a0 QU � .5 r•i t00 N "N„ oNCC� Y {Co O N O NOh+ IE 11 } 2C-4 + N Y ONd {' c II -{- n Y s if OIC 0 000N� coo � ONM + N C II + o�N � II E ,�JIN 11 FINISHED GROUND c II o�Nif "' g�N II �wN v Y N u -F O -o E , ; 11 d CQ = � w $ ae9" ¢ N AT SEWER UNE , ; v � II N baa Q (� N to oO E a II UJ -Ni � to Q04` -r C!1 stZ2(nN N � ��N N ��FQ- d �tnN to ��N� (nV �Sf.�1N�TE\�r�. _� i� N \ dlr(nN 6 II Ij ------- - - - - EXISTING GROUND N2 N2 AT SEWER UNE N N2 00 w rn J.29.50 LF 117.09 78.62 LF 10' C ® 0.30% 131.0 LF15' 1100.2"LF PVC ® .22% 15' PVC ® 0.22% O r 15' PVC 0.22% I ' z v S Q 3 w Z `N' �v n vw co 1 � U +� W �� -4-O O v L0 C) to CAD N C14m Z V) N N Lo CR 00 l _ M n n N N n r II IIC:5^ Z , N .- Cq Or- r- O N N N N N N N O > Z ^ 0 CO N c,4 N N II II II Z II II II = Z z>>>> Z Z - a II II 11 Z O O Z Z O z Z o > > to N = 000 LO - ± s LO 00 M to S MO NTAGU WA 8+80 19+20 19+60 20+00 20+40 20+80 21+20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+4 692 1 • • ••• rn 0 '_684 w Of .lLy, o� SG z zw��= oow�� o w8 o o z N z z �QZo� 0 0zj!or- �JZ C> � z w n m m 3 z = z � o z a C - L C: Z y L:N� 00 oc o �M00 00 0 n� sl� U_.,�>a V � -022 a 8- v c -2 x V) L2 v a 0o 0 0 < 00 0.0 o vas o Q) 0 � y w Q � N z 0 N T Q a� � U N n '79 o w N Q (D N E a rn� L L SCALE 1 "=40' 1 "=4' U5co LL HORIZ VERT DWG.DATE 01/19/18 } 0 LLJ 0 °' 00 C:o ; E C O z ii V O E U U a ,� C E Q o w N�o"oo�C O C 3 0 p& Q 0 mof0o�aw m LL 71f � v � -2 C U N y U O� v_ o 's v a rn cn 0 3 _ N N "�-' O 'D O i E V .!n - > DU .O LU Z) �i O� 3 0 � � � L C C g v v a 2 flZ o�, a as a0 QU ° .5 0 000N� N C Q E v y � i U -o E t C > o���=�� N N "} E a -Ni � Z 000 IL �Sf.�1N�TE\�r�. 692 1 • • ••• rn 0 '_684 w Of .lLy, o� SG z zw��= oow�� o w8 o o z N z z �QZo� 0 0zj!or- �JZ C> � z w n m m 3 z = z � o z a • • • _J • rr ?664 F0�� 1� �1 m C LJ Of : w '_660 W 0 n- 0 I1 M �W z o M Vi C - ?680 Z y L:N� 0 oc o �M00 00 0 sl� ?676 W x V) 0 0o 0 0 < 00 (0� c 00� -f00 1-672 � y w Q � N z 0 0 U a� cw 0 • • • _J • rr ?664 F0�� 1� �1 m C LJ Of : w '_660 W 0 n- 0 I1 M �W z o M Vi H o 0 1= AW 0 � �V z 0 (0� w � z 0 0 U cw o 0 SCALE 1 "=40' 1 "=4' r 0 LL HORIZ VERT DWG.DATE 01/19/18 } 0 LLJ Z >O 00 PROS. NO. 170713 SHEET 12 OF 19 C) m Q w S-3 0 0 < 0 LL Z SHEETS/170713-SS.DWG (SEE SHEET S-2 SC = 18+21.3 SL=35' SI = 2678.1 SSMH #SK6 STA=18+21.33 SC = 21+44 SL = 38' SI = 2578.1 SSMH #SK14 STA=21 +85.65 SC = 22+03 SL = 36' SI = 2678.0 STA=22+74.11 SC = 22+74.11 SL=54' SI = 2678.3 -8 PIRR— — �. TB SC = 20+37 G \ SIL =54'\� SI = 2679.0 \ � ?wv TB a E8 SC = 20+93. SL = 53',\` \ N3 SI = 2679.3\ TB G/ c a _0 W o C> SEWER & WATER KEYNOTE LIST 269 S .: 267 267 266 266 266 L ru DESCRIPTION A8 Adaptor, 8, ng. x MJ B1 Blow -Off, 2", per Std. (W12) B2 Blow -Off, 2", per Std. (W13), Including 8" Valve C8 Cross, 8", All Flg. E8 Elbow, 8", 11 1/4', MJ E18 Elbow, 8", 22 1/2', MJ E23 Elbow, 8", 45% MJ x Fig. H Fre Hydrant Assembly Complete per Std. (W7) & (W9) R13 Reducer, 8"x 6", All Flg. S1 Single Metered Service Connection, 1", with 3/4" Meter and 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). S2 Double Metered Service Connection, 1', with 3/4" Meters and 3/4" Meter Setters, per Std.s (W1), (W3) and (W5). 4,7 Tee, 8"x8"x6%MJxMJxFlg. 4,26 Tee, 8"x 8"x 8% All Fig. P.C.C. Thrust Block (As required even if not shown) See Water Note 1 on Title Sheet and ISPWC SD -403 TS8 Tapping Sleeve, 8" TV8 Tapping Valve, 8" V6 Valve, 6" Gate, Fig. x MJ V8 Valve, 8" Gate, Fig. x MJ W6 Water Main, 6" PVC, C-900 W8 Water Main, 8" PVC, C-900 After Agency Has Closed Existing Valve "A", The Contractor Shall N1 Remove The Existing Blow -off And Thrust Block To Complete The Interconnection As Shown. N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Adjust Water Line, As Needed, to Maintain Minimum Separation) N3 See_ Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. N4 Install 8" Water Line To Go Under Existing 10" Water Line. Use Elbows As Needed. N5 Century Link Shall Remove And Dispose Or Relocate Existing Telephone Pedestal Prior To Construction Of The Sanitary Sewer. Il 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE I U4199D M, 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing .work. The contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install service and/or marker as needed. 1pNAL � l OF G X S�R05 LU 22 8U 22 4U 22 UU 21--6U 21 Z0 ZU 80 20--40 20--00 19+60 19--20 18 E 2 �m� o C1 W i♦i�a � � Z v O_ .L-+ a� O O ..�. CL O y V zo V/ 0 c v v N U uU =rw m 0 < 's U N N LLI V` 7 Z (D Q� E2 � a z -F' o n o '� ` 5 N, S c�0 ��=a N C — Aw E _ c Z 0 00 LO O 0 co 1.660 ton N� � 0 1~ CR C*11O Lo N N 0'a In C Q r M d C0ONN ONS+ Q 00 to 00 to pN r+ M m Y II + v N co c0 cD o `� + Q FINISHED GROUND Y N t II + a o jl n Y c II r") v rn O II Mas ul II N c II + v�z7N Z AT SEWER LINE MaB `�' oUM , ; d 00 LLEo N 00 C/)j WIII- U 20- y o c � N 00 N�� 4 1-d- Ckf W� = Cn -E >I 00 PROJ. NO. 170713 Z 3 O N 00�� SHEET 13 OF 19 o s r"- '> o _ Z in Wo�SL_4 Q N --_--(n afi�(n(n ---- ---- --- ----------- — — -- ----- Z C U SHEETS/ 170713-SS.DWG EXISTING GROUND 0 3 N p U N AT SEWER LINE z >�a _o o��o� N h t O pi'i. 0 •V N o d 3 � N U .W o s=ooa N O C y"C O V O (� N Q v N O O C N NC C �cno 3 84.46 (F 8" PVC 153.41 LF z " PVC @ 1.4,07. rn an `v to z 92.98 LF Ui U'j r- to �Nto CO ` -� co " 8 �C�1.40 2-- Z Z CD (0W N Z > > Z Z— C)N v II II Z O N N ,a. dIcto Z co co Cnt3 Z _ N , Z II O N p0 O � cfl to CO N N N 00 Z Z A � � C> a t Lo _ iU-) S. STROMBOLI. PLAC.E ` 3+20 22+80 22+40 22+00 21+60 21 +20 20+80 20+40 20+00 19+60 19+20 18+E 1pNAL � l OF G X S�R05 C N O C I W L n c E a 00 � N � 00 C N `o & zw��= 00�3� LL `O O a a n. HOQN V Q� �m� o C1 W i♦i�a � � Z v O_ .L-+ a� O O ..�. CL O y V zo V/ 0 c v v N U uU =rw m 0 < 's U N N LLI V` 7 Z (D Q� E2 � a z -F' o n o '� ` 5 N, S to v ��=a pzmm3 C — Aw E _ c Z 0 cz O 0 1.660 0 1~ N N 0'a In C Q 0Qwz p C 3 a a o Q m of oo o nw m 2����� U o_ Q 3 C/)� p 0 O C o O W Z Z OO.y N ti C 00 LLEo C/)j U 20- y o c � C)E -o� a'o SCALE 1 "=40' 1 "=4' W� �o�t HORIZ VERT -E >I 00 PROJ. NO. 170713 Z 3 O — SHEET 13 OF 19 o s r"- '> o _ Z in Wo�SL_4 Q N V C lq o Q U o-1, Z C U SHEETS/ 170713-SS.DWG 0 3 N p U N z >�a _o o��o� N h t O pi'i. 0 •V N o d 3 � N U .W o s=ooa O C y"C O V O (� N Q v N O O C N NC C �cno 1pNAL � l OF G X S�R05 684 C I W 00 � N � CICO zw��= 00�3� HOQN ?_680 W �m� o C1 Z O0 o��>w ?692 zo Zz �a� C =rw m 0 LLI V` 7 Z 1.664 z O Z z W d w M ?688 pzmm3 W ED 684 C I W 00 � N � CICO C3 HOQN ?_680 W w _r U_ V)oo C1 O o azo Q O0 0 ?676 �5CD E_ co M .: m 0 ?672 LL 0 ?668 M m 06 C) LLI V` 7 Z 1.664 W oo M ED 1.660 0 1~ o C:J 0Qwz U cn Q C/)� W Z W 00 0 0 C/)j rn � 0 ILL SCALE 1 "=40' 1 "=4' HORIZ VERT DWG.DATE 01/19/18 Q W 00 PROJ. NO. 170713 Z 0 — SHEET 13 OF 19 0 C o in Wo�SL_4 Q uj LL o Z SHEETS/ 170713-SS.DWG (SEE SHEEP S-4 (SEE SHEEP S-3 —B'PIRR— — STA=21 +85.65 SC = 22+03 SL = 36' SI = 2678.0 I ( STA=22+74.11 12 SC = 22+74.11 SL = 54' SI = 2678.3 — RR— — — —127P- ->oV = 26c. SEWER & WATER KEYNOTE LIST bU 24 ITEM DESCRIPTION 25 A8 Adaptor, 8", Flg. x MJ 266 B1 Blow -Off, 2", per Std. (W12) 27 B2 Blow -Off, 2", per Std. (W13), Including 8" Valve o Co C8 Cross, 8", All Flg. Z V Z Z N ¢ Z O E8 Elbow, 8", 11 1/4% MJ 266 E18 Elbow, 8", 22 1/2', MJ O Z O O t- E23 Elbow, 8", 45•, MJ x Flg. C/) H Fre Hydrant Assembly Complete per Std. (W7) & (W9) ++ U) Q R13 Reducer, 8"x 6", All Flg. 266 S1 Single Metered Service Connection, 1', with 3/4" Meter and \{/ p a 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). U S2 Double Metered Service Connection, 1", with 3/4" Meters and CK C) ED 3/4' Meter Setters, per Std.s (W1), (W3) and (W5). 26 T7 Tee, 8'x 8"x 6", MJ x MJ x Flg. °� U T26 Tee, 8"x 8"x 8", All Fig. rn 0 O P.C.C. Thrust Block (As required even if not shown) w 0 See Water Note 1 on Title Sheet and ISPWC SD -403 O U- TS8 Tapping Sleeve, 8" 26 � N8 Tapping Valve, 8" V6 Valve, 6" Gate, Flg. x MJ V8 Valve, 8" Gate, Flg. x MJ II cNo + W6 Water Main, 6" PVC, C-900 266 W8 Water Main, 8" PVC, C-900 ISNGROUND After Agency Has Closed Existing Valve "A", The Contractor Shall I/ N1 Remove The Existing Blow -off And Thrust Block To Complete o Q y � ~ The Interconnection As Shown. 266 N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. �., N u !� 11 (Adjust Water Line, As Needed, to Maintain Minimum Separation) AT SEWER LINE N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. - N4 Install 8" Water Line To Go Under Existing 10" Water Line. 266 00 Use Elbows As Needed. N5 Century Link Shall Remove And Dispose Or Relocate Existing ` aN "! Telephone Pedestal Prior To Construction Of The Sanitary Sewer. '_668 \N N3 SC T 22+91.6\ \\ \ SL 47' \ �' SI = 2679.4 \\ \ W8 TB \ . \\ E8 T7 V6 H TB TB \� \ W6 FUT-4"P1RR \ \ \\\ N2 9 LF W8 �62 �\ \\� \\ —8°W� } E. MORES TRAIL 25+00 '�:, SSGO #11A STA=24+53.22 —FUT-4"PIRR— co Fir FUT SSMH #SK4H STA=9R4-n4 71 FUT S STA FUT SSMH #SK11AJ 2 \\ \ STA=27+62.97-=• :=•� c1q29 MY,TBE8w ' \ \ \ \� �•::::_::CD ±\ !.+\ _ \\ t•:..:::., \ qAM �G 'P \ \\ \ � \ raj•: -::.\,\ �,�'C N2 tX • - F ` 1 _ — — — � • — — — — _ E.G. � :-_::': .., � - - - - - - - .. - .. - __ Q_kz� -`FUT SSMH #SK 11 B N5 - _ -_ - _-______�__- __._______---_---------- STA=29+35.06`. =�_-_ ==—=— — �� ��o 3 N8 TS8 8.5, ts' 3)8TS8 N8 TB -_-= _- - N4' ___ — --- _�---_------_ ---- _-_ __--__-_--- _- =' = fit/ 1204 �~ a LZtV=2&Q8991 115 2U 2,5 bU 24 UU 24--40 24--80 25 20 25--60 26--00 26--40 26--80 27--20 27 60 28--( o o Co LL1 J Z V Z Z N ¢ Z O J a�C'aw O LJJ LLI O Z O O t- O Z_ N C/) o O O N Z z C) ++ U) Q Lq ?688 w r O O < z I \{/ p a CD W O U H O Z d z CK C) ED ao ao °� U ?676 rn 0 �rn Qa w 0 O U- o`fON00 L ZttooNN tyi -a z II cNo + Cl) sN Y N ISNGROUND o I/ o Q y � ~ C14 67- 2 T � o 2 N �., N u !� 11 a W N a AT SEWER LINE Q O r f til - a :D 00 O] 'Q c Vj -Q 'Q - aN "! '_668 QQ3 ONC —__ _- QfZ 0 0 Q_ Qt Q� 3 � �N� j I� Cr N — — J - U --- — LU Ui 4-- Z W '_664 T71 E -t � o o 5 rn a o Z5 o cg U C 2J i O O u FUTURE SCALE Z _ ' 0_0 0 o Q N a U C to N HORIZ VERT LFINISHED GR UND <0 ° PROJ. FINISHED GROUN O60 z > _ U - d o SHEET 14 OF 19 AT SEWER JNE U Q AT SEWER UNE C N N c c 0 0 0 N Z zoQ_Q SHEETS/ 170713-SS.DWG I L U 1.5,50- C �2 c y O E 3 c � v 6- col O U a o- \ 22 C T 307.41 LF O UJ O 1— fn Q d O Z 76.67 LF 8" PVC Q 0.42% 8" PVC ®0.42% ., M LU V) CZ tl `� N z - cV c^o deo coo OZD �. O - > it z , z z co 00 00 00 0 4— E. MORES TRAIL DRIVE 3+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+C 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE IL r OF X SIT %J d moa=� O O �• Q C "Q N =w��Z O O _ t0 j N 4 C N O > Lki 00 1,� ?692 o o Co LL1 N Q E Z V Z Z N ¢ Z O � a�C'aw O LJJ LLI O Z O O t- O Z_ N C/) o O O N Z z C) ++ U) Q O N U O ?688 w r O O < z I \{/ p a CD W O U H O Z d z CK C) ED .-o ff°' z=v °� U ?676 rn 0 �rn Qa w Q O U- L tyi -a H- C C 3 0 Cl) aNi C' o o Q y � ~ O 67- 2 T � o 2 N !� 11 E> � ; Iw Q Q O Q" E a, o e, a M D' U O -«L+ O- W O] 'Q c Vj -Q 'Q - a 2 - '_668 QQ3 ONC QfZ 0 0 Q_ Qt Q� 3 � t , Li y-+ O 'O O O o E E '> U LU Ui O U Z W '_664 W E -t � o o 5 rn a o Z5 o cg U C 2J i O O r 0 LL SCALE Z _ r O 0_0 0 o Q N a U C to N HORIZ VERT DWG.DATE 01/19/18 <0 ° PROJ. No. 170713 O60 z > _ U - d o SHEET 14 OF 19 U Q LLf ~ C N N c c 0 0 0 Z zoQ_Q SHEETS/ 170713-SS.DWG I L U 1.5,50- C �2 c y O E 3 c � v O U a o- \ 22 C T E O UJ O 1— fn Q d O Z IL r OF X SIT %J d moa=� O O }- =w��Z 0 Lki 00 ?692 o o Co LD Z J W Z V Z Z N ¢ Z O � a�C'aw O LJJ LLI O Z O O t- O Z_ N C/) o O O N Z z C) O ZZzaw o0 C) ?688 w r O O < z I 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install CD W O H O Z d CzCOD�� '4 O O 0 Lki 00 ?692 o o Co � ILL all responsibility for any and all damages caused by his failure to exactly locate and LJJ LLI W � N< preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. o0 C) ?688 �•1 O O < z I 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install 0 z CK C) ED z=v °� U ?676 rn 0 684 w C - 0 NOTES: 1. The locations of existing underground utilities ore shown in an approximate way only. The contractor LU 680 shall determine the exact location of all existing utilities before commencing work. The contractor ILL all responsibility for any and all damages caused by his failure to exactly locate and �"'� preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. o 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install z service and/or marker as needed.m °� U ?676 w z tyi � ~ � 67- 2 (~ N Iw Q Z Q O F..� oz Aw '_668 UJ LU Ui Z W '_664 00 O v C/) rn r 0 LL SCALE 1 "=40' 1 "=4' r O HORIZ VERT DWG.DATE 01/19/18 0 W 00 PROJ. No. 170713 O60 z > o SHEET 14 OF 19 m Q LLf ~ S-5 0 0 0 LL Z SHEETS/ 170713-SS.DWG MH #3 STA -12+68.96 RIM= 2683.03 11.46 LF 12" AWWA r_onn D%Ifl A n R7n DI #6 STA= 12+66.07 GRATE= 2682.67 TBG= 2682.94 118.63 LF 12" AWWA C-900 PVC 0 0.25% M, cr----------- - - - -�z w N2 +- � -- E. TACONIC DR. 33.17 LF 12" AWWA---- =_---- _-_ ------ -_ ----- _--C-900VC ® 0.60%.-_N1 -_ -..-..-..-.. -. N5 .-.. - _- --------- __ 1.75 LF 14" - AWWA_ 45.39 LF [�12" PVC _/ @ 0.00% 12" INV= 2681.30-/ SEEPAGE BED #4 TOP=83.00 BTM=78.90 137.00 LF 12" PVC (PERFORATED) 0 0.00% \01 \ N \ 5TA=12+58.93 RIM= 2684.27 ftA 15.41 LF 12" AWWA 92% C-900 PVC 0 0.65% DI #3 DI #4 STA= 12+60.00 \\ \ +60.00 GRATE= 2683.96 683.96 TBC= 2684.23 684.44 tit a 1 + 9.71 �- 12+15 E. MORES `�3 TRAIL DR. - - � - -=, _ ------------------- Joe. 7=7 SG #4 -IN - -12'w - - - -� - - EP�2�v - - - STA=15+91.17- RIM= 2684.41 10+00 ____ __E.-TACONIC DR. -N N5 - - - - - - - _-- _ __ --_ _---_--------- _ 8" INV= 2679.90 137.00 LF 18" PVC (TOP -HALF PERFORATED) 0 0.00% N. STORM DRAIN DATA (SEEPAGE BED #2) DI #3 CL STA. 12+60.00, OFFSET 15.5' RT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2683.96 12" INV. OUT= 2681.40 15.41 LF OF 12" AWWA C-900 PVC 0 S=-0.65% TO MH #2 Q(25)= 1.10 cfs V(25)= 2049 cf Q(100)= 1.80 cfs V(100)= 2851 cf DI #4 CL STA. 12+60.00 OFFSET 15.5' LT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2683.96 12" INV. OUT= 2681.40 10.83 LF OF 12" AWWA C-900 PVC 0 S=-0.92% TO MH #2 Q(25)= 0.32 cfs V(25)= 497 cf Q(100)= 0.52 cfs V(100)= 691 cf MH #2 STA. 12+58.93, 2.29' LT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2684.27± (MATCH PAVEMENT) 12" INV. IN= 2681.30 (FROM DI #3) 12" INV. IN= 2681.30 (FROM DI #4) 12" INV. OUT= 2681.20 (TO SG #2) 125.94 LF 12" PVC 0 S=-0.32% TO SG #2 SG #2 STA=11+29.36, 3.48' LT (IN MH) 1000 -GALLON SAND AND GREASE TRAP (TRAFFIC RATED) WITH 20" BAFFLE SPACING RIM= 2685.01± (MATCH PAVEMENT) 12" INV. IN= 2680.80 (FROM MH #2) TOP OF BAFFLE OUT= 2680.70 18" INV. OUT= 2679.95 (TO SB #2) 69.97 LF 18" PVC 0 S=-0.00% TO SB #2 18" INV. 0 SB #2= 2679.95 SB #2 SEEPAGE BED PER ACHD STD. DWG., BMP 21 811, 45.5'W, 3'D TOP OF BED (ROCK)= 2682.00 BOTTOM OF.= ED R CK 679 B 0 2 00 75 LF 18" PVC (TOP -HALF PERFORATED) 0 OM 00% . S= 0 FR SG 2 GROUNDWATER= 2678.5± (SEE SHEET DT -2 FOR SEEPAGE BED DETAILS) MONITORING WELLS CONTROL POINTS NORTHING EASTING NE CORNER SECTION 32 691,136.8 2,464,902.3 E j CORNER SECTION 32 688,459.2 2,464,891.9 MONITORING WELLS GRATE= 2683.82 12" INV. IN= 2680.45 (FROM DI #6) NO. NORTHING EASTING 14.85 LF OF 12" AWWA C-900 PVC 0 M W#3 688522.1 2463493.4 S=-0.60% TO DI #8 MW#4 688520.3 2463602.3 Q(100)= 0.82 cfs V(100)= 1296 cf M W#5 688488.1 2463446.7 (TRAFFIC RATED) WITH 20" BAFFLE SPACING MW#6 688599.0 2463410.6 12" INV. IN= 2680.05 (FROM MH #3) MW#7 688215.8 2463407.9 18" INV. OUT= 2679.20 (TO SB #3) MW#8 688373.7 2463430.8 18" INV. 0 SB #3= 2679.20 MW= MONITORING WELL = 18" INV. OUT= 2679.90 (TO SB #4) PER ACHD SUPPLEMENT TO THE ISPWC SD -627. SB #3 40 20 0 40 80 120 SCALE IN FEET STORM DRAIN DATA STORM DRAIN DATA (SEEPAGE BED #3) (SEEPAGE BED #4) DI #5 DI #7 STA. 12+68.96, 1.50' RT CL STA. 12+66.07, OFFSET 15.5' LT CL STA. 16+10.00, OFFSET 17' RT DROP INLET, TYPE IV, ACHD SUPPLEMENT DROP INLET, TYPE IV, ACRD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP TO ISPWC SD -601, WITH 1' SUMP GRATE= 2682.67 GRATE= 2683.82 12" INV. IN= 2680.45 (FROM DI #6) 12" INV. OUT= 2680.55 12" INV. OUT= 2681.50 15" INV. OUT= 2680.85 (TO SG #4) 14.85 LF OF 12" AWWA C-900 PVC 0 33.17 LF OF 12" AWWA C-900 PVC 0 S=-0.67% TO MH #3 S=-0.60% TO DI #8 45.39 LF 12" PVC 0 S=-0.00% TO SB #4 Q(25)= 0.54 cfs V(25)= 932 cf Q(25)= 1.33 cfs V(25)= 2608 cf Q(100)= 0.82 cfs V(100)= 1296 cf Q(100)= 1.90 cfs V(100)= 3629 cf DI #6 DI #8 CL STA. 12+66.07 OFFSET 15.5' RT CL STA, 16+10.00 OFFSET 17' LT DROP INLET, TYPE IV, ACHD SUPPLEMENT TEMPORARY INLET CATCH BASIN, TYPE III, ACHD TO ISPWC SD -604A, WITH 1' . SUMP SUPPLEMENT TO ISPWC SD -603, WITH 1' SUMP GRATE= 2682.67 GRATE= 2682.80 12" INV. OUT= 2680.55 12" INV. IN= 2681.30 11.46 LF OF 12" AWWA C-900 PVC 14" INV. OUT= 2681.05 0 S=-0.87% TO MH #3 1.75 LF OF 14" AWWA C-905 PVC 0 S=-5.71% TO MH #4 Q(25)= 0.79 cfs V(25)= 1366 cf Q(100)= 1.20 cfs V(100)= 1901 cf Q(25)= 1.86 cfs V(25)= 3850 cf Q(100)= 2.81 cfs V(100)= 5357 cf MH #3 STA. 12+68.96, 1.50' RT MH #4 48"0 MANHOLE, SHALLOW MANHOLE STA. 16+10.00, 21.5' LT TYPE I - RAISED INVERT 48"0 MANHOLE, SHALLOW MANHOLE ISPWC SD -615A W/ 2' SUMP TYPE I - RAISED INVERT RIM= 2683.03± (MATCH PAVEMENT) ISPWC SD -615A W/ 2' SUMP 12" INV. IN= 2680.45 (FROM DI #5) RIM= 2684.33± 12" INV. IN= 2680.45 (FROM DI #6) 14" INV. IN= 2680.95 (FROM DI #8) 12" INV. OUT= 2680.35 (TO SG #3) 15" INV. OUT= 2680.85 (TO SG #4) 118.63 LF 12" AWWA C-900 PVC 15.42 LF 15" PVC 0 S=-0.65% TO SG #4 0 S=-0.25% TO SG #3 12" INV. OUT= 2681.30 (OVERFLOW TO SB #4) N 45.39 LF 12" PVC 0 S=-0.00% TO SB #4 ob 12" INV. 0 SB #4= 2681.30 SG #3 N 0 1000 -GALLON SAND AND GREASE TRAP U (TRAFFIC RATED) WITH 20" BAFFLE SPACING SG #4 RIM= 2683.67± (MATCH SIDEWALK) STA. 15+91.17, 21.5' LT (IN MH) 12" INV. IN= 2680.05 (FROM MH #3) 1000 -GALLON SAND AND GREASE TRAP TOP OF BAFFLE OUT= 2679.95 (TRAFFIC RATED) WITH 20" BAFFLE SPACING 18" INV. OUT= 2679.20 (TO SB #3) RIM= 2684.41 ± 65.53 LF 18" PVC 0 S=-0.00% TO SB #3 15" INV. IN= 2680.75 (FROM MH #4) 18" INV. 0 SB #3= 2679.20 TOP OF BAFFLE OUT= 2680.65 = 18" INV. OUT= 2679.90 (TO SB #4) LL 45.39 LF 18" PVC 0 S=-0.00% TO SB #4 SB #3 18" INV. 0 SB #4= 2679.90 SEEPAGE BED PER ACHD STD. DWG., BMP 21 00 621, 52.5'W, 3.5D ow T_ TOP OF BED (ROCK)= 2682.00 SB #4 BOTTOM OF BED (ROCK)= 2678.50 SEEPAGE BED PER ACHD STD. DWG., BMP 21 56 LF 18" PVC (TOP -HALF PERFORATED) 1431, 45.5'W, 4.1'D 0 S=0.00% (FROM SG #3) TOP OF BED (ROCK)= 2683.00 /SHEETS/1 70713-SD.DWG BOTTOM OF BED (ROCK)= 2678.90 GROUNDWATER= 2678.5± 137 LF 12" PVC (PERFORATED) 0 S=0.00% (FROM MH #4) (SEE SHEET DT -2 FOR SEEPAGE BED DETAILS) 137 LF 18" PVC (TOP -HALF PERFORATED) 4��� 0 S=0.00% (FROM SG #4) GROUNDWATER= 2678.5± (SEE SHEET DT -2 FOR SEEPAGE BED DETAILS) ACHD NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 FEET FROM ALL STORM DRAIN FACILITIES. 2. SAND AND GREASE TRAPS SHALL BE IN COMPLIANCE WITH ACHD STORMWATER DESIGN MANUAL BMP 01. 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF THE MARKERS PRIOR TO BACKFILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. STORM DRAIN KEYNOTE LIST M11 DESCRIPTION N1 Remove And Dispose Of Existing 12" PVC Pipe And Inlets N2 Lower Existing Water Lines, As Needed, to Install New Storm Drain Pipe. See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. Contractor Shall Repair All Damaged Area, Including Street, Pathway, N3 Landscaping, Sprinklers, etc. To Original Condition Or Better. Contractor Shall Have Only One Asphalt Repair In Pathway And Only One Asphalt Repair In Street. N4 Remove and Dispose Of Off Site Or Relocate Existing Tree. N5 Re -Grade Borrow Ditch, As Needed, To Drain To Temporary Drop Inlet. Stabilize Ground On Each Side Of Drop Inlet As Needed. N6 Retain And Protect Existing Tree.. 511Z,� wo SIT O L � • O i LJ 0 O 5�o�> co F=Nrn LL O am�?o a w Z K J W m z o��Jw � _o� 3-- L a o C)00 00o zao>w 4 N Z w ob 0 oo� N 0 c -p v Eos U ♦ � - ` a� a c c Np 0 z O z z a w Z D 0 O U O C } (\ WC L L rn a i N rn v aNi = LL _ O 0 O v a� a> c c 3 '.:t) PROD. NO. 170713 00 0•-= ins � pE. ' ow T_ C' �w W1-� SD -1 OL Z 0 /SHEETS/1 70713-SD.DWG L.L o c 3 e rn o � o0 m M o Qw 4��� 0 3 O c Zp y 0 0 N rn m j c LL _ ++ O Z O E N d y a• - W o vp �ooQ5 >� O�i O L N 1.■ Z- a V. dO-t V �i �0 E O o y 0 C`j V C ON viO V fn U v N v z02 0 Qz ���� w o`y�oo-a y � H O ` S V C p C y N •� v oma o- n V V y d N n E T��� 0 4' I -A 511Z,� wo SIT CJ O • O i LJ Z co F=Nrn O am�?o a w Z K J W m z o��Jw � _o� 3-- a o C)00 00o zao>w 4 N Z w ob 0 oo� U ry- FhC) w 0 Js� z Z N Np W O �NZS" z O z z a w Z W 0 =Wzo rn [r CJ O • O i LJ Z co F=Nrn O 00 C' �o Z W � _o� 3-- ~ C)00 00o ,\ N Q z o0 ob O oo� U ry- FhC) w 0 C) Z N U) rn N 0 Z L CL • Z Z vW Z ~ 0 N O 0 A Q U � C) U) Z 0 rn [r LL SCALE 1'=40' O 0 O DWG.DATE 01/19/18 PROD. NO. 170713 Z 0 SHEET 8 OF 19 ow T_ C) W1-� SD -1 OL Z 0 /SHEETS/1 70713-SD.DWG SEE SHEET ST -2 ,...2682.66 tT'i`1 1'64 ' �\\V- 12 1+02.20 2683.38- .................... . 2683 _18+40.97 2682.72 10 V DS 1000, co / _ • � '•-•-•-•-2684-•-... -••...., ' 2683.284 /,.' `:::,..'•. 16+11.09 PRG 2683.74 15+90.47 /-2683.83 SEE SHEET WID-1 FOR E. TACONIC DRIVE WIDENING AND IMPROVEMENTS a / 13+90.93 \_ 13+25.20 2684.51 i LOW POINT N r12+60 / 2684.23 25+57.51 PC -2684.49 FL=2684.22 GRD BRK 25+48.40 2684.67 40 20 0 40 80 120 SCALE IN FEET / STREET KEYNOTE ITEM LIST ITEM DESCRIPTION OCONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709. SEE SHEET DT -1 FOR DETAIL OINSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD -1132B AND INSTALL A SIGN STATING THAT B1 'THIS ROAD WILL BE EXTENDED IN THE FUTURE'. COORDINATE SIGNAGE WITH ACHD STAFF. INSTALL TYPE II BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -1132A, PER MUTCD B2 PROVISIONS SECTION 60.02. THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE 26g4 CANE DETECTION. / Cl CONSTRUCT CONCRETE VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -701. C2 CONSTRUCT CONCRETE ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702. C3 CONSTRUCT CONCRETE VERTICAL CURB (ISLAND)- NO GUTTER SEE SHEET DT -1 FOR DETAIL C4 CONSTRUCT CURB TRANSITION, VERTICAL CURB TO ROLLED CURB. SEE SHEET DT -1 FOR DETAIL C5 CONSTRUCT CURB TERMINUS, PER ISPWC SD -707. \ D CONSTRUCT 1.5 DEEP 'V' -DITCH AT END OF ROAD TO TEMPORARY STORM DRAIN POND. DS CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709. SEE SHEET DT -1 FOR DETAIL I.-2 INSTALL CITY OF MERIDIAN TYPE II STREET LIGHT. SEE SHEET 9 OF 19 FOR STREET LIGHT PLAN. MS CONSTRUCT 5' MEANDERING SIDEWALK AROUND EXISTING UTILITIES AND LANDSCAPING AS NEEDED PER ACHD SUPPLEMENT TO ISPWC SD -709. CONTRACTOR SHALL EXCAVATE EXISTING TEMPORARY POND AS NEEDED TO REMOVE ALL UNCOMPACTED AND UNSUITABLE MATERIALS SO N1 STRUCTURAL FILL CAN BE PLACED. CONTRACTOR SHALL HAVE AN INDEPENDENT SOILS TESTING LAB VERIFY THAT ALL UNSUITABLE MATERIALS HAVE BEEN REMOVED AND THAT THE MATERIAL AT THE BOTTOM OF EXCAVATION IS SUITABLE FOR STRUCTURAL FILL TO BE PLACED UPON. \ CONTRACTOR SHALL FILL EXCAVATION WITH STRUCTURAL FILL AS DESCRIBED IN THE STRUCTURAL FILL NOTE ON THIS SHEET. N2 TELEPHONE RISER TO BE REMOVED AND RELOCATED BY CENTURY LINK AT THE BEGINNING OF THE PROJECT. N3 REMOVE AND DISPOSE OR RELOCATE EXISTING LANDSCAPING AS NEEDED. COORDINATE ALL WORK WITH LANDON NORTHEY (PHONE: 208-999-0965) N4 REMOVE AND DISPOSE OF 40 LF CONCRETE SIDEWALK AND ASPHALT PATH. N5 REMOVE AND DISPOSE OF 10 LF CONCRETE CURB TERMINUS. N6 REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER, AND PAVEMENT AS SHOWN AT THE CITY OF MERIDIAN WATER DEPT. ENTRANCE. COORDINATE ALL WORK WITH CITY OF MERIDIAN WATER DEPARTMENT. N7 REMOVE AND DISPOSE OF 32 LF EXISTING 12' CMP. COORDINATE ALL WORK WITH CITY OF MERIDIAN WATER DEPARTMENT. N8 REMOVE AND DISPOSE OF 80 LF EXISTING 12' PVC AND DROP INLET. CONFIRM ALL PRESSURIZED IRRIGATION USED FOR FARMING HAS BEEN REMOVED PRIOR TO CONSTRUCTION. COORDINATE ALL WORK WITH N9 LANDON NORTHEY (PHONE 208-999-0965) N10 EXISTING FORCE MAIN HAS BEEN ABANDONED RET RETAIN AND PROTECT ALL UTILITIES SCL SAWCUT LINE • VG CONSTRUCT 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -708. END CONSTR. 25+32.90 2684.73 MORES TRAIL D� ex\ I DS `1 END . C� � PC_ 25+32.902.90 t .50 2684.73 84.34 -GRD BRK i1+65.13 AH 25+48.40 1+56.46 BK 2684.67 2684.88 VC Ft=2684.40 BEG. CURB TRANS. 25+56.90 PC 1-1+28.23 AH 2684.62 I 2685.09 VC FL=2684.35 1+00 AH 7771711+10 BK 72685.28 VC 1 10+48 2685.52 VC Al FL=2685.04 13+06.80 13+03.30 DS 2685.52 VC 2685.54 VC FL=2685.04 END CONSTR. - - J• =„ =2686---- -- 82...._.............. REF 2682 ......................... . 1.0 ... 3 .. ....... .....�• ...........................' X5.24 - c f21V16droe -2059 X �5•50?�s�s 2685.97 � N .., C5 QC -x E. TACONII QIP.Lt -..268564-= --- 'f�651....•-._:..-.-.-.-:-....-.6�. - 2686.1 ��---- :.::iv:::•:• .....: ............ STREET NOTES: 1. MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD -301, SD -303 AND SD -806. CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR USE THE FOLLOWING FOR LOCAL STREETS: 2 1/2' OF ASPHALT, 4' OF 3/4' CRUSHED AGGREGATE AND 13' OF 6' MINUS PTTRUN, AND FOR E. TACONIC DRIVE USE 3' OF ASPHALT, 6' OF 3/4' CRUSHED AGGREGATE AND 13' OF 6' MINUS PITRUN. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK WITH UTILILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK TELEPHONE 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5% SLOPE AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO 'TOLERANCES" ALLOWED. ALL SIDEWALKS SHALL MEET ADA REQUIREMENTS. 5. SEE SHEET SD -1 FOR STORM DRAIN DATA AND ELEVATIONS. 6. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD -712H WITH TRUNCATED DOMES SIMILAR TO ISPWC SD -712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW! PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. 7. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 8. ADJUST ALL EXISTING WATER VALVES IN WIDENING AREA AS NEEDED AND POUR CONCRETE COLLARS AROUND WATER VALVES AS NEEDED. 9. CONTRACTOR SHALL REPAIR AND/OR RELOCATE ALL DAMAGED LANDSCAPING, SPRINKLERS, ETC., TO ORIGINAL CONDITION OR BETTER. COORDINATE REPAIRS AND RELOCATIONS WITH LANDON NORTHEY (208-999-0965). 10. CONTRACTOR SHALL CONFIRM ALL EXISTING PRESSURIZED IRRIGATION USED FOR FARMING HAS BEEN REMOVED AND CAPPED ACCORDINGLY. COORDINATE WITH LANDON NORTHEY (208-999-0965). STRUCTURAL FILL NOTE: 1. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1 -FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. ACHD NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. 00 5 1$ ell C •p N �' 'u Zw�cz 00 O p- ai A2 C N O O �� 17+78.99 Z 2683.00 s� Cl,, ii U o. yj O �000 0 DS 1 � - y W 17+05.52 > N N O •� 2683.32- YO` ^, 16+8 V FL= d . C O 'y S 10•I 00' �t N �O c � N T D v~i R i N U p U N� - 1( cn 26E 8 GRADE -o'¢ •� HIGH POINT � 10+57.05 PC = 2683.86 L tOii CD 11+05.49 2683.62 o • �= N C yam••• 11+17.61 PT Z 2683.56 . 11+16 � O O .2- •� N L >, 11+80.23 0 � 2683.31 1 I DS I 11+10 - 12+35.15 PC } 2683.09 _O 1 w U O n. W 12+51.92 2683.01 I . •' LOW POINT 2685.64 IVC 12+66.07 BK_ 0+00 M. 2682.94 11 0+15.79 PRC__-, 2683.02 _ - 0+42.90 PRC_ -} 2683.14 12 1+02.20 2683.38- .................... . 2683 _18+40.97 2682.72 10 V DS 1000, co / _ • � '•-•-•-•-2684-•-... -••...., ' 2683.284 /,.' `:::,..'•. 16+11.09 PRG 2683.74 15+90.47 /-2683.83 SEE SHEET WID-1 FOR E. TACONIC DRIVE WIDENING AND IMPROVEMENTS a / 13+90.93 \_ 13+25.20 2684.51 i LOW POINT N r12+60 / 2684.23 25+57.51 PC -2684.49 FL=2684.22 GRD BRK 25+48.40 2684.67 40 20 0 40 80 120 SCALE IN FEET / STREET KEYNOTE ITEM LIST ITEM DESCRIPTION OCONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709. SEE SHEET DT -1 FOR DETAIL OINSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD -1132B AND INSTALL A SIGN STATING THAT B1 'THIS ROAD WILL BE EXTENDED IN THE FUTURE'. COORDINATE SIGNAGE WITH ACHD STAFF. INSTALL TYPE II BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -1132A, PER MUTCD B2 PROVISIONS SECTION 60.02. THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE 26g4 CANE DETECTION. / Cl CONSTRUCT CONCRETE VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -701. C2 CONSTRUCT CONCRETE ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702. C3 CONSTRUCT CONCRETE VERTICAL CURB (ISLAND)- NO GUTTER SEE SHEET DT -1 FOR DETAIL C4 CONSTRUCT CURB TRANSITION, VERTICAL CURB TO ROLLED CURB. SEE SHEET DT -1 FOR DETAIL C5 CONSTRUCT CURB TERMINUS, PER ISPWC SD -707. \ D CONSTRUCT 1.5 DEEP 'V' -DITCH AT END OF ROAD TO TEMPORARY STORM DRAIN POND. DS CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709. SEE SHEET DT -1 FOR DETAIL I.-2 INSTALL CITY OF MERIDIAN TYPE II STREET LIGHT. SEE SHEET 9 OF 19 FOR STREET LIGHT PLAN. MS CONSTRUCT 5' MEANDERING SIDEWALK AROUND EXISTING UTILITIES AND LANDSCAPING AS NEEDED PER ACHD SUPPLEMENT TO ISPWC SD -709. CONTRACTOR SHALL EXCAVATE EXISTING TEMPORARY POND AS NEEDED TO REMOVE ALL UNCOMPACTED AND UNSUITABLE MATERIALS SO N1 STRUCTURAL FILL CAN BE PLACED. CONTRACTOR SHALL HAVE AN INDEPENDENT SOILS TESTING LAB VERIFY THAT ALL UNSUITABLE MATERIALS HAVE BEEN REMOVED AND THAT THE MATERIAL AT THE BOTTOM OF EXCAVATION IS SUITABLE FOR STRUCTURAL FILL TO BE PLACED UPON. \ CONTRACTOR SHALL FILL EXCAVATION WITH STRUCTURAL FILL AS DESCRIBED IN THE STRUCTURAL FILL NOTE ON THIS SHEET. N2 TELEPHONE RISER TO BE REMOVED AND RELOCATED BY CENTURY LINK AT THE BEGINNING OF THE PROJECT. N3 REMOVE AND DISPOSE OR RELOCATE EXISTING LANDSCAPING AS NEEDED. COORDINATE ALL WORK WITH LANDON NORTHEY (PHONE: 208-999-0965) N4 REMOVE AND DISPOSE OF 40 LF CONCRETE SIDEWALK AND ASPHALT PATH. N5 REMOVE AND DISPOSE OF 10 LF CONCRETE CURB TERMINUS. N6 REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER, AND PAVEMENT AS SHOWN AT THE CITY OF MERIDIAN WATER DEPT. ENTRANCE. COORDINATE ALL WORK WITH CITY OF MERIDIAN WATER DEPARTMENT. N7 REMOVE AND DISPOSE OF 32 LF EXISTING 12' CMP. COORDINATE ALL WORK WITH CITY OF MERIDIAN WATER DEPARTMENT. N8 REMOVE AND DISPOSE OF 80 LF EXISTING 12' PVC AND DROP INLET. CONFIRM ALL PRESSURIZED IRRIGATION USED FOR FARMING HAS BEEN REMOVED PRIOR TO CONSTRUCTION. COORDINATE ALL WORK WITH N9 LANDON NORTHEY (PHONE 208-999-0965) N10 EXISTING FORCE MAIN HAS BEEN ABANDONED RET RETAIN AND PROTECT ALL UTILITIES SCL SAWCUT LINE • VG CONSTRUCT 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -708. END CONSTR. 25+32.90 2684.73 MORES TRAIL D� ex\ I DS `1 END . C� � PC_ 25+32.902.90 t .50 2684.73 84.34 -GRD BRK i1+65.13 AH 25+48.40 1+56.46 BK 2684.67 2684.88 VC Ft=2684.40 BEG. CURB TRANS. 25+56.90 PC 1-1+28.23 AH 2684.62 I 2685.09 VC FL=2684.35 1+00 AH 7771711+10 BK 72685.28 VC 1 10+48 2685.52 VC Al FL=2685.04 13+06.80 13+03.30 DS 2685.52 VC 2685.54 VC FL=2685.04 END CONSTR. - - J• =„ =2686---- -- 82...._.............. REF 2682 ......................... . 1.0 ... 3 .. ....... .....�• ...........................' X5.24 - c f21V16droe -2059 X �5•50?�s�s 2685.97 � N .., C5 QC -x E. TACONII QIP.Lt -..268564-= --- 'f�651....•-._:..-.-.-.-:-....-.6�. - 2686.1 ��---- :.::iv:::•:• .....: ............ STREET NOTES: 1. MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD -301, SD -303 AND SD -806. CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR USE THE FOLLOWING FOR LOCAL STREETS: 2 1/2' OF ASPHALT, 4' OF 3/4' CRUSHED AGGREGATE AND 13' OF 6' MINUS PTTRUN, AND FOR E. TACONIC DRIVE USE 3' OF ASPHALT, 6' OF 3/4' CRUSHED AGGREGATE AND 13' OF 6' MINUS PITRUN. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK WITH UTILILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK TELEPHONE 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5% SLOPE AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO 'TOLERANCES" ALLOWED. ALL SIDEWALKS SHALL MEET ADA REQUIREMENTS. 5. SEE SHEET SD -1 FOR STORM DRAIN DATA AND ELEVATIONS. 6. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD -712H WITH TRUNCATED DOMES SIMILAR TO ISPWC SD -712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW! PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. 7. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 8. ADJUST ALL EXISTING WATER VALVES IN WIDENING AREA AS NEEDED AND POUR CONCRETE COLLARS AROUND WATER VALVES AS NEEDED. 9. CONTRACTOR SHALL REPAIR AND/OR RELOCATE ALL DAMAGED LANDSCAPING, SPRINKLERS, ETC., TO ORIGINAL CONDITION OR BETTER. COORDINATE REPAIRS AND RELOCATIONS WITH LANDON NORTHEY (208-999-0965). 10. CONTRACTOR SHALL CONFIRM ALL EXISTING PRESSURIZED IRRIGATION USED FOR FARMING HAS BEEN REMOVED AND CAPPED ACCORDINGLY. COORDINATE WITH LANDON NORTHEY (208-999-0965). STRUCTURAL FILL NOTE: 1. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1 -FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. ACHD NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. S. MONTAGUE WAY ISLAND CURB DATA O z 00 O � O O W 00 Z O rn O of o a a o mQw 00a u-zo > } W 1 o O C •p N �' 'u Zw�cz 00 O p- ai A2 C N O O �� Z Z a 0. ii U o. yj O �000 0 (1)�3 W y W /- V^J CL > N N O •� w YO` ^, d o- b y y L V W O d . C O 'y S O 00' �t N �O c � N T D v~i per/ }+ i N U p U N� 0 cn j O w O O CO } W�W. W -o'¢ •� O � N V C U d = L L tOii CD 0 c/� )V o • �= N C yam••• Z 6'R . 11+16 � O O .2- •� N L >, O U 0 � E o Q) ` 2685.68 IC a a. I 11+10 N } _O 1 w U O n. W m 2685.64 IVC i O C, �Z 11+10 0 0 inp o ;v 10j :n LL�..,o���s C3 2685.64 IVC V v W V •�-. N > .ID N 1 o O3 •-,! �•a '2 Na� � o> � - .o to E �+ li Z 1.50% 1.50% O O 1 v gLK•2 4 d pp p o 21' 12' O N cm -c t i V y N t5 g N = - c 10+56 2685.86 IVC =R C E Q 3 0 6'R Q 10+56 2685.86 IVC tr_ •V y i m '3 'o0i C1 C1 N •j O U y� Q ocg a e 5 vi O -p D - 0 N C N •V � 7 p -----EP------------- ------------- Z EP- 10+50- - --------- - 0 2685.97 IVC + o L6 10+00 0,�•�4��ZSTE,��•�•r,,yc� -'-+ - E. TACONI DR. -_________ -- - 0 -- -- S. MONTAGUE WAY ISLAND CURB DATA O z 00 O � O O W 00 Z O rn O of o a a o mQw 00a u-zo W W U) SCALE 1 "=40' HORIZ DWG.DATE 01/19/18 PROD. NO. 170713 SHEET 4 OF 19 ST . /SHEETS/170713-ST.DWG > } W 1 o O C •p N �' 'u Zw�cz 00 O p- ai A2 C N O O �� Z Z a 0. ii U o. yj O �000 0 (1)�3 W y W /- V^J CL > N N O •� Q YO` ^, d o- b y y L V W O d . C O 'y S O 00' �t N �O c � N T D v~i per/ }+ i N U p U N� 0 cn j O w O O CO } W�W. W -o'¢ •� O � N V C U d = L L tOii CD 0 c/� )V o • �= N C yam••• -,0 O Q � O O .2- •� N L >, O U ♦V ` E o Q) ` a a. N _O 1 w U O n. W m 8 -- v i O C, �Z 6 t N 0 0 0 inp o ;v :n LL�..,o���s V v W V •�-. N > .ID N _ N i O3 •-,! �•a '2 Na� � o> � - .o to E �+ li Z - p _o v v w do H U a 0 O O Q� v O 3yy.. OU Cn 4 d pp p o > N O_ O p O N cm -c t i V y N t5 g N = - c =R C E Q 3 0 . p y Q rNp.. a, d tr_ •V y i m '3 'o0i H 3wvw N N •j O U y� Q ocg a e 5 vi O -p D - U -5 a 3 cx O W.4' N N > N C N •V � 7 p a> a, v N o d d Z F-�- pNAL 0,�•�4��ZSTE,��•�•r,,yc� , 636 0 W W U) SCALE 1 "=40' HORIZ DWG.DATE 01/19/18 PROD. NO. 170713 SHEET 4 OF 19 ST . /SHEETS/170713-ST.DWG > } W 1 o O Zw�cz O o O W 3 O O Z G S Z Z 00 N oc J W O Z �000 0 zoJZZ � o W F Ld w X OLLA = Z J J 4 V) 0c) - O m Co0 z o ID J Z W fn cn "tow=C> O N Z C) z o" ZZZdW cn 'wQK W�W. W O W O Z [1 W W U) SCALE 1 "=40' HORIZ DWG.DATE 01/19/18 PROD. NO. 170713 SHEET 4 OF 19 ST . /SHEETS/170713-ST.DWG CL J o O yLLI O Z 00 N oc o �000 0 � W ` Ld w X OLLA = V) 0c) - vQ m Co0 z o ID c O V) _p rn ��Lj C> z � N LQCF)L N IL W W U) SCALE 1 "=40' HORIZ DWG.DATE 01/19/18 PROD. NO. 170713 SHEET 4 OF 19 ST . /SHEETS/170713-ST.DWG - - - TOP=79.5 a. 78 79 -77 \ BTM=76.5 27'-SAIVI):1�REAC- 4.1 ^* N TEMPORARY PONDS 78 TOP=79.5 141'. \ ' 2687.......... S4 n\.-• D \ D ' 2680.°838 \ END CONSTR. 9 22+96.78 PC END +80.2. _ 2680.88 GRD BRK 1268.73 23+10.78 FL=2680.61 13+75.22 62 2680.83 ,R�w 13+66.72 PC 2681.25 END CONSTR. 50 62 2681.09 �=2680.98..': FL -2680.82 .---'22+97.28 PC 131 AS DS 2680.88 B2 V, FL=2680.61 3 , B1 S 12+93.72 PC MATCH EXISTING GRD BRK 2681.08 AS , < 2� -11+70.22± 12+85.22 FL=2680.81 2681.791 VG us 2681.24 i FL=2680.97 VG s�� o_ o C2 C2 . �- ! DS o 22}6 -2 6� B2 O `. L2 X �,ao•a3 DS N \ o 0. G2 � 0� � - GRD BRK �/ o 13+66.72 PC 2687.252 END14�80.22 �\ o , C2 0 2681.20 2681.73 FL=2680.93 LL=2680.98 ! G) Kp�� 22+23.78 PC E� ?'5 / ,i 2681.18 / 12+85.22 12+93.68 PC 22.00 FL=2680.91 �n 2681.24 2681.20 - DS FL=2680.97 FL=2680.93 DS \ 22+23.28 PC C2 21+47.36 MATCH EXISTING 2681.18 2681.49 / \ 11+70.22± 1 FL=2680.91 C2 2681.79± DS 21+47.29 t \ 2681.49 �...-:.. . 26$1... c� VJ-2682.. 20+72.36.. / 2681.79 / 2 .�: 20+72.29 \ `_ / / \ 2681.79 0 \ .' `. L2 a 19+93.86 PC END CONSTR. - I 2682.10 11+00 11 +50 - FL=2681.83 2682.70 2682.90 B2 4 10+36.50 PC 10+45 DS \ 2682.31 2682.47 =' 3 FL=2682.04 FL 2682.20 < " B1 19+97.2900 Cle 2682.09 20 rn w o O c,�-- `' / 2682 \ VG sly eP C2 �:. \59 Ds 10+45 END CONSTR. / 4 11+50 2682.47 tn1=. FL=82.04 10+36.50 PC 11+00 2682.90 FL=2682.20 2682.70 2682.42 / / \ FL=2682.15 - / 19+20.86 PC L2 2682.40 / 19+22.29 FL=2682.13 / FL=2682.12 �g 00 \ 18+54.91 PT \`\ \ 5 2682.66 \ \ o 18+52682.66 18+40.97\ 2682.72 18+47.98 a __:�.... 2682.69 -..- \ \\i `. 55 C2 N co \ \\\ \ \ 17+78.99 \ �/ 2683.28 4p 17+15.04\'A 17+78.99 =\ 2683.00 G2 \\�.- \ \ 16+50 \ \\� o° 2683.56 \ \ 7 17+05.52 \ 16+11.09 PRC t \`\ \ 2683.32 2683.74 / �c 16+80.94 PC0 \\\ VG 2683.43 `00 15+90.47 \ \ FL=2683.16 .0'R �FL-_83.37 2683.83 - 10-1-34 51 ar. SEE SHEET ST -1 u 40 20 0 40 80 120 SCALE IN FEET STREET KEYNOTE ITEM LIST ITEM DESCRIPTION OCONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709. SEE SHEET DT -1 FOR DETAIL B1 INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD -1132B AND INSTALL A SIGN STATING THAT 'THIS ROAD WILL BE EXTENDED IN THE FUTURE'. COORDINATE SIGNAGE WITH ACHD STAFF. INSTALL TYPE It BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -1132A, PER MUTCD B2 PROVISIONS SECTION 60.02. THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. C1 CONSTRUCT CONCRETE VERTICAL CURB AND GUTTER PER ACRD SUPPLEMENT TO ISPWC SD -701. C2 CONSTRUCT CONCRETE ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702. C3 CONSTRUCT CONCRETE VERTICAL CURB (ISLAND)- NO GUTTER SEE SHEET DT -1 FOR DETAIL C4 CONSTRUCT CURB TRANSITION, VERTICAL CURB TO ROLLED CURB. SEE SHEET DT -1 FOR DETAIL C5 CONSTRUCT CURB TERMINUS, PER ISPWC SD -707. D CONSTRUCT 1.5' DEEP 'V' -DITCH AT END OF ROAD TO TEMPORARY STORM DRAIN POND. DS CONSTRUCT 5' DETACHED SIDEWALK PER ACRD SUPPLEMENT TO ISPWC SD -709. SEE SHEET DT -1 FOR DETAIL L2 INSTALL CITY OF MERIDIAN TYPE II STREET LIGHT. SEE SHEET 9 OF 19 FOR STREET LIGHT PLAN. MS CONSTRUCT 5' MEANDERING SIDEWALK AROUND EXISTING UTILITIES AND LANDSCAPING AS NEEDED PER ACRD SUPPLEMENT TO ISPWC SD -709. CONTRACTOR SHALL EXCAVATE EXISTING TEMPORARY POND AS NEEDED TO REMOVE ALL UNCOMPACTED AND UNSUITABLE MATERIALS SO N1 STRUCTURAL FILL CAN BE PLACED. CONTRACTOR SHALL HAVE AN INDEPENDENT SOILS TESTING LAB VERIFY THAT ALL UNSUITABLE MATERIALS HAVE BEEN REMOVED AND THAT THE MATERIAL AT THE BOTTOM OF EXCAVATION IS SUITABLE FOR STRUCTURAL FILL TO BE PLACED UPON. CONTRACTOR SHALL FILL EXCAVATION WITH STRUCTURAL FILL AS DESCRIBED IN THE STRUCTURAL FILL NOTE ON THIS SHEET. N2 TELEPHONE RISER TO BE REMOVED AND RELOCATED BY CENTURY LINK AT THE BEGINNING OF THE PROJECT. N3 REMOVE AND DISPOSE OR RELOCATE EXISTING LANDSCAPING AS NEEDED. COORDINATE ALL WORK WITH LANDON NORTHEY (PHONE 208-999-0965) N4 REMOVE AND DISPOSE OF 40 LF CONCRETE SIDEWALK AND ASPHALT PATH. N5 REMOVE AND DISPOSE OF 10 LF CONCRETE CURB TERMINUS. N6 REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER, AND PAVEMENT AS SHOWN AT THE CITY OF MERIDIAN WATER DEPT. ENTRANCE. COORDINATE ALL WORK WITH CITY OF MERIDIAN WATER DEPARTMENT. N7 REMOVE AND DISPOSE OF 32 LF EXISTING 12' CMP. COORDINATE ALL WORK WITH CITY OF MERIDIAN WATER DEPARTMENT. N8 REMOVE AND DISPOSE OF 80 LF EXISTING 12' PVC AND DROP INLET. N9 CONFIRM ALL PRESSURIZED IRRIGATION USED FOR FARMING HAS BEEN REMOVED PRIOR TO CONSTRUCTION. COORDINATE ALL WORK WITH LANDON NORTHEY (PHONE 208-999-0965) 10 EXISTING FORCE MAIN HAS BEEN ABANDONED RET RETAIN AND PROTECT ALL UTILITIES SCL SAWCUT LINE VG CONSTRUCT 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -708. STREET NOTES: 1. MINIMUM 2' ASPHALT CUT UNE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SO -301, SD -303 AND SD -806. CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACRD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR USE THE FOLLOWING FOR LOCAL STREETS- 2 1/2' OF ASPHALT, 4' OF 3/4' CRUSHED AGGREGATE AND 13' OF 6' MINUS PITRUN, AND FOR E. TACONIC DRIVE USE 3' OF ASPHALT, 6' OF 3/4' CRUSHED AGGREGATE AND 13' OF 6' MINUS PITRUN. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK WITH UTIULITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK TELEPHONE. 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5X SLOPE AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES' ALLOWED. ALL SIDEWALKS SHALL MEET ADA REQUIREMENTS. 5. SEE SHEET SD -1 FOR STORM DRAIN DATA AND ELEVATIONS. 6. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD -712H WITH TRUNCATED DOMES SIMILAR TO ISPWC SD -712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TpxRC YELLOW.' PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. 7. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 8. ADJUST ALL EXISTING WATER VALVES IN WIDENING AREA AS NEEDED AND POUR CONCRETE COLLARS AROUND WATER VALVES AS NEEDED. 9. CONTRACTOR SHALL REPAIR AND/OR RELOCATE ALL DAMAGED LANDSCAPING, SPRINKLERS, ETC., TO ORIGINAL CONDITION OR BETTER. COORDINATE REPAIRS AND RELOCATIONS WITH LANDON NORTHEY (208-999-0965). 10. CONTRACTOR SHALL CONFIRM ALL EXISTING PRESSURIZED IRRIGATION USED FOR FARMING HAS BEEN REMOVED AND CAPPED ACCORDINGLY. COORDINATE WITH LANDON NORTHEY (208-999-0965). STRUCTURAL FILL NOTE: 1. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1 -FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. ACHD NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. 0 U U) co 0 U o')o LL o � W oo J > ` z 0 rn 0 CL Qo W F- 0< - h z 0 LL O =�E� 2 1, t5 � 7 a N V to a -0 2 CLO - N -Lo= O= O O 00 S ¢ o C Q to 0 _ rn c p � • a� Z c._ Q ` T O CL��000� m e 3 a rn Q M > N O w C > �Q aW m t m a E 0- j c fi z O O 3 0 a O 00 -OL LL-.'' o v E •tn w� >� �o�Qoo O2. f- c Z � O d O N> U 0_00 Q U I�-oao� C U 4> yN N O 2¢ O 2 0 3 o U 9 O zZ S O Q0 Eo o c O .L.. N r5- � •N � V O � O • rTi O � G O O O- F,j� o• C O C O •U O (N- N I_ N m o w 0 �SIoNAL ANG' 636(Y l��N M szg°�G SCALE 1 "=40' HORIZ DWG.DATE 01/19/18 PROJ. NO. 170713 SHEET 5 OF 19 ST -2 IEETS/170713-ST.DWG a O co Z��2 coI �Nn �ZoS omg�o OM coF- Co a Z Ld W WZ� Zao}Z OD 0 0 ca � oZ ( rn NO Co wCo 0004 cn �owog o v z CD z o 0 a> N o IK LA0 oZmmW ch� SCALE 1 "=40' HORIZ DWG.DATE 01/19/18 PROJ. NO. 170713 SHEET 5 OF 19 ST -2 IEETS/170713-ST.DWG _jcaJ O co �- o coI �Nn Z OM coF- Co Ld W WZ� Li W 2 OD 0 O o Q Z o0 ca O0 ( rn w Co wCo 0004 i Z �004o �10M 0 a> N o cf) LA0 O s a SCALE 1 "=40' HORIZ DWG.DATE 01/19/18 PROJ. NO. 170713 SHEET 5 OF 19 ST -2 IEETS/170713-ST.DWG O� Z m Ld Z � WZ� 0 t2 w 0004 i Lu rr �004o �10M cf) LA0 U W T� VS SCALE 1 "=40' HORIZ DWG.DATE 01/19/18 PROJ. NO. 170713 SHEET 5 OF 19 ST -2 IEETS/170713-ST.DWG 269: w •: 267 267; 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE 40 ZU UU 1 y bU 19+2u 24--40 1 80 24 16--4U bU 18 UU 1 / bU 1 / 2U 0U 16 8U 1 4U ZU 16 UU 15 bU 15 20 14+60 14+40 U Uj 14+00 �WCLw oo� 13 60 13-20 1"4 ) 12--80 N 12 40 1 Z 00 11 60 11 Q 20 0 Q 0_ 10 -1 -do 1 U 40 1 U UU 9 bl U o �_ �w �• Z s aca 0 c E> m o O U ^ :3 LL v y o n N v N p Q aw (n 0 a C y �T• a � � a L U >o m O V LLIQ 'J N O S 0u) O O L Q N v) O M N � 3 HORIZ LL-' O a O i E N O O r7 PROJ. NO. 170713 W 0 >- M `J N y O M N Y Ii a Q 0 C In H O Z 00 co d' O p^r. O� w N p tp ZO LL Z 0 rZ0 O d � W CY N m c O N CO a ^ C3i O 00 Z O d v o v N o a .c O •N � � co 000 � M O� •� w di Z N J O 00 + + t!j ZooE d' In' OBD U N� N o� L372 FUTURE M N N . o N N N v c FINISHED GRADE N O O C N (N( -- C N V\ 5 N O _J 0_ M M Lo 0_ N CIO �S1pNAL 500 0_ + � t0 + N co N ; - to 0� �- 4 CIO M co { to N O .- N 00 N O � Z N U o� Q ¢ --i FINISHED GRADE N w C) cn w AT CENTERLINE O 00 'i CA OMO i m N 2 M N NI II N N t -N N W+ p W Q II C7 =H O If N M M Y N M CO o to N + N -0.40% FINISHED GRADE — — = N J w N W Q J W � I) w Q c� NU. -0.40% N W -0.40° N w W ._--- ---------'— U -J Lr 00 Lo N m 0.5D% 0.44% -0.44% N Q tow -- ---- — ---- — ATC RLINE N ''' v' W /\ EX/ST/NG GROUND N 00 LLI p N W IQ- AT G'ENTERUNE 4J % GRADE TO MATCH W II w FQ- w L5 to cn EXISTING GROUND 0. 3% 0.46% -0.46% LLi J -0 -- — — o m (5% MAX SLOPE) to Z LU -0.5 ° --- 1 3 - U m Q — -- ' ---------- 3 -- S M4 TAGU WAN'cr a W 0.44%. ....................... L ................................ 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NO. 170713 Z 0 SHEET 6 OF 19 0 Of 0 o ST -3 00< LL Z 0 /SHEETS/170713-ST-PRO.DWG NOTES GENERAL CONSTRUCTION 1. All construction work shall be done in accordance with the current version of the Idaho Standsrds for Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums), the requirements of the Ada County Highway District (ACHD) and/or the requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling standards or specifications. 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site at all times during construction (available on the website). Failure to have a current copy of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 3. The Contractor shall have plans stamped "Approved for Construction" by City of Meridian Public Works » Department on site at II es. I w" v f n p a times. The use of any pans on the job without the "Approved or Construction" stomp shall be grounds for the issuance of a stop work order. 4. All Contractors, Subcontractors and Utility Contractors shall attend a pre -construction conference (or an on-site meeting with the City of Meridian Project Inspector) prior to start of work. 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on any project without Twenty Four (24) hour prior notice. 6. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the specification requirements set forth in General Construction Note No. 1. 7. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. Work done without such approval does not relieve the Contractor from the responsibility of performing the work in an acceptable manner. 8. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. 9. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. 10. Quantity and placement of streetlights are contingent upon the electrical design by Idaho Power Company. The electrical contractor will be provided a street light map by the Meridian Public Works and Building Department, with the issuance of an Electrical Permit. p ca 11. Take all lot dimensions, easements and certain off-site easements from the plat. 12. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage and irrigation improvements are in place and functioning. 13. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic within and around the construction area. 14. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD at least twenty-four (24) hours prior to any construction. 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall determine the exact location of all existing utilities before commencing work, The Contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. 16. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water mains. This requirement does not apply to catch basins or sand and grease traps. 17. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). 18. The Contractor shall keep on site at all times the approved construction plans on which is recorded the actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide these locations to the Design Engineer for use in the production of record drawings. 19. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including but not limited to storm drain construction, trench backfill procedures, road way construction and concrete work. Any work to be done outside of the 300' extended boundary of the project will require a separate permit through ACHD Construction Services Division. The Contractor will schedule on inspection, requested through ACHD Construction Services, 208-387-6284, a minimum of 24 hrs. prior to construction starting. ROADWAY 1. All Contractors working within the public road are required to secure a ri ht -of - way construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot improvements outside the public right-of-way. 4. All construction in the public (ght-of-way shall conform to the current Edition of the I.S.P.W.C. and the latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any improvements. 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public Works will inspect storm drainage improvements serving private roads, parking lots and other paving improvements outside the public right-of-way. 7. Place all water valves, blow -offs and manholes so that they do not conflict with any concrete curb and gutter, valley gutter or sidewalk improvements. 8. The street Contractor shall backfill all sidewalks at the completion of the paving. 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the street and include any area damaged by equipment during trenching operations. 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, contractor shall replace the entire roadway surface. 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel path of a lane. Matchline shall only fall in the center or edge of a travel lane. 4). Flowable fill or imported material may be required if the native trench material is deemed unsuitable by ACHD Inspector, does not meet compaction standards or time is a critical factor. 5). Any exceptions to these rules shall be pre -approved in writing by ACHD Staff before construction begins. 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the ACHD Policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD assumes no liability for errors or deficiencies in the design. All variances from ACHD Policy shall be approved in writing. The following variances, listed by date and short description, were approved for the project: Seepage Beds wider than 15', to be approved by ACHD. 11. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but not limited to, storm drain construction, trench backfill procedures, roadway construction and concrete work. Any work to be done outside of the 300' extended boundary of the project will require a separate permit through ACHD Inspection Services Division. The Contractor will schedule an inspection, requested through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) hrs. prior to construction starting. WATER 1. Construction of the water system shall conform to the standards in the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in General Construction Note No. 1. 2. The horizontal separation of . potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place water service lines in a two (2) inch diameter pipe wherever the service line crosses a storm water treatment facility (i.e. seepage beds, drainage swales). The pipe material used for sleeving must be impervious to contamination from petroleum products and must be approved by the Idaho Department of Environmental Quality (IDEQ). 5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all AWWA and standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). 7. All water pipe and fittings shall comply with applicable portions of Division 400 of the Supplemental Specifications and Drawings to the ISPWC. Water mains shall be AWWA C-900, or C-909, Class 150 PVC. 8. Five (5) feet of cover shall be provided for all water mains located in a section -line and mid section -line road. Four (4) feet of cover shall be provided for all other water mains. 9. Locate subsurface storm water disposal facilities (includingun-lined ponds, infiltration beds and drywells) at least 25 feet from main water lines. This requirement does not apply to catch basins or sand and grease vaults. 10. The Contractor shall notify the Public Works Department two (2) working days before initial construction begins and shall also request inspection of water lines and appurtenances twenty-four (24) hours in advance of backfilling. 11. Construct, pressure -test, flush and disinfect all water distribution systems in accordance with applicable portions of Section 401 of the Supplemental Specifications and Drawings to ISPWC. 12. The Contractor shall be responsible for locating and marking all existing service connections per Standard Drawing SW3. 13. After installation of the water mains, the trenches shall be compacted to 95 percent of maximum density to prevent further settlement. 14. The Contractor shall field -verify all valve box lid elevations to assure the lid elevations match final street grade, & that all meter lid elevations match an extension of the sidewalk grade as shown on Standard Drawing W5. Contractor shat[ inspect all valve risers for foreign debris and to ensure that the locking lids are free of concrete from the collar pouring operation. 15. Flanged or mechanical -joint valves shall be located in the street, and fire hydrants are to be centered between back of sidewalk and the right-of-way as shown on Standard Drawing W7. All gate valves shall be set as close (flange connected) as possible to main line fittings. 16. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Engineer. 17. The Contractor may pressure test all water lines before disinfection and flushing, for His own benefit prior to installation of other utilities to ensure the integrity of the installed line. After all utilities are installed and prior to paving, the Contractor shall perform a final pressure test and finder wire continuity test with Meridian Public Works Department personnel in attendance. The Contractor shall furnish all personnel and equipment necessary to conduct the test. Only water from the City of Meridian's water system shall be used to conduct the pressure test. 18. The most current edition of the City of Meridian Specifications and Standards Book MUST be on-site at all times. A stop order can be issued if the book is not on-site. 19. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the right-of-way where there is attached sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. STREET PLAN LEGEND 0+00.00 Centerline Stationing Concrete Vertical Curb, Gutter & Separated Sidewalk, per ACHD Supplemental to ISPWC SD -701 & SD --709 Concrete Rolled Curb, Gutter & Separated Sidewalk, per ACHD Supplemental to ISPWC SD -702 & SD -709 5' Concrete Sidewalk per ACHD Supplemental to ISPWC SD -709 Valley Gutter, per ACHD Supplemental to ISPWC SD -708 Storm Drain System with a Drop Inlet, Tyype N 0-12"SD ° ° per ACHD Supplemental to ISPWC SD -604A & Manhole, ISPWC SD 611 - - Boundary Line Right -Of -Way Line Centerline Lot Line �- Direction of Surface Flow a71i N 1. Construction of the sewers stem shall conform to the standards in the Wastewater Rules IDAPA y o a 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. 2. The horizontal "separation of potable water mains and non -potable water mains (sanitary sewer, storm drain and irrigation) shall be a minimum of ten 10 feet. Where it is necessary for a 9 ) ( ) rY potable water main and non -potable water main to cross with less than eighteen 18 inches of P P 9 ( ) vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place sewer service lines in a six (6) inch diameter water class pipe wherever the service line crosses a stormwater treatment facility (i.e., seepage beds, drainage swales). 5. When cover over a sewer pipe is less than. three. (3)_feet..from.top of pipe to. subgrade or tap .. of pipe to natural ground, use "Class 200 water pressure pipe", ASTM D 2241, SDR 21, including service lines and fittings. 6. The Contractor shall conduct an air pressure test and television inspection after all underground utilities have been installed. The Contractor shall provide a videotape of the inspection prior to final acceptance of the sewer. 7. All CCN inspections shall be completed by third party testing firm. 8. Approval and acceptance of all sewer construction will be by the Public Works Department and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner inaccordancewith the approved construction plans and Standard Specifications and Drawings. 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM D-3034, unless otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of the Supplemental Specifications and Drawings to the ISPWC. 10. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. Mark and construct service .lines in accordance with Section 504 per City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the right-of-way where there is attached sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may be a maximum five (5) feet deep at the property line unless otherwise approved by City Engineer. 11. The Public Works Department will inspect all public sewer construction whether within public right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours prior to start of construction, and again twenty-four (24) hours prior to pouring concrete collars. 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, during the pipe laying and pipe joining operations and while making sewer taps. Clean and restore to their original state any ditches and storm drain facilities that are silted due to the Contractor's dewatering efforts. Bedding and pipe zone material shall be three-quarter (3/4) inch rock chips unless otherwise approved. 13. The Ada County Highway District will inspect the trench above the pipe zone in accordance with current ACHD standards. 14. Install sewer service lines prior to street improvements. 15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. 16. The Contractor shall test all sewer lines in accordance with , Section 501 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. 17. All manholes shall be constructed to be watertight with the top of cone located within one (1) foot of the finished grade. The sewer Contractor shall supply all lid assemblies and the required number of risers and grade rings. The sewer Contractor shall field -verify the elevation of the top of the manhole cone to assure that all ring elevations match final street grades. Manholes may have 12 inches maximum of grade rings. 18. Where concrete collars are used, the paving Contractor shall set the grade and pour the concrete collars per Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. The paving Contractor shall contact the City of Meridian Public Works Department 24 hours prior to pouring concrete collars. 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with the vertical wall placed on the upstream side and rotated 45 degrees. Manholes less than four (4) feet deep shall have concentric cones. 20. The Contractor may air test all the sewer lines after backfilling and settling of the trenches for his own benefit prior to the installation of the other utilities to ensure the integrity of the installed line. He shall furnish all equipment and personnel required to perform the test. The Contractor shall retest all sewer lines, in the presence of the inspector for the City of Meridian Public Works Department, after all utilities have been installed and prior to installation of the street surfacing. The Contractor shall schedule with City of Meridian Public. Works Department a minimum of 24 hours prior to the retest. 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Engineer. 22. The Contractor shall be responsible for locating and marking all existing service connections in accordance with Standard Drawing SW3. 23. The most current edition of the City of Meridian Specifications Standards & Drawings to the ISPWC Book MUST be on-site at all times. A stop order can be issued if the book is not on-site. SEWER LEGEND 10 19 ---I- S Sewer Line & Station -- 0 S-.-*- Sewer Manhole STANDARD ABBREVIATIONS S.L. Service Length S.I. Service Invert - -o- -8 S-- - Exist. Sewer Line ABS Acrylonitrile -Butadiene -Styrene CONC Concrete EM Electric Meter OF 19 ST -1 = STREET PLAN PL Property line Rt Right SW Sidewalk ABAND Abandoned CONST Construct, Construction EG Edge of Gravel 19 ST -4 = STREET PROFILES 8 POC Point on Curve S Slope SY Square Yard ACP Asbestos Cement Pipe COORD Coordinate EP Edge of Pavement GM Gas Meter LP Low Point POT Point on Tangent SB Seepage Bed TAN Tangent AH Ahead CTV Cable Television EASE Easement GR Grade LT Left PP Power Pole SD Storm Drain TC Top of Curb ALT Alternate CY Cubic Yard EVC End of Vertical Curve HDPE High Density Polyethylene MAINT Maintenance PSI Pounds per Square Inch SEC Section TEL Telephone BC Beginning of Curve DBL Double EXIST Existing HORIZ Horizontal MH Manhole PT Point of Tangency SF Square Foot (feet) TOB Top of Bank BK Back Di Drop Inlet FG Finished Grade HP High Point MW Monitoring Well PVC Polyvinyl Chloride SG Sand and Grease Trap TOE Toe of Slope BM Bench mark DIA Diameter FH Fire Hydrant INV Invert N Northing PVMT Pavement SP Signal Pole TOPO Topography BVC Beginning of Vertical Curve DiP Ductile Iron Pipe FL Flow Line IP Iron Pipe NO. Number R Radius SPRK Sprinkler TRANS Transition BW Back of Walk DW Driveway FTG Footing IRR Irrigation OHP Overhead Power R/W Right -of -Way SS Sanitary Sewer TYP Typical CB Catch Basin DWG Drawing FS Finished Surface ISPWC Idaho Standards For Public PC Point of Curvature RCP Reinforced Concrete Pipe STS Storm Tank System VB Valve Box cf Cubic Foot E FASTING GALV Galvanized Works Construction PCC Point of Compound Curvature REF Reference STA Station VC Vertical Curb Cl Centerline EC End of Curve GB Grade Break L Length PE Polyethylene RL Ridge Line STD Standard VERT Vertical CO Clean -Out (Sewer) ELEV Elevation GIRR Gravity Irrigation LB Pound PiRR Pressurized Irrigation RR Railroad SVC Supered Vertical Curb WM Water Meter LF Linear Foot NOTES GENERAL CONSTRUCTION 1. All construction work shall be done in accordance with the current version of the Idaho Standsrds for Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums), the requirements of the Ada County Highway District (ACHD) and/or the requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling standards or specifications. 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site at all times during construction (available on the website). Failure to have a current copy of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 3. The Contractor shall have plans stamped "Approved for Construction" by City of Meridian Public Works » Department on site at II es. I w" v f n p a times. The use of any pans on the job without the "Approved or Construction" stomp shall be grounds for the issuance of a stop work order. 4. All Contractors, Subcontractors and Utility Contractors shall attend a pre -construction conference (or an on-site meeting with the City of Meridian Project Inspector) prior to start of work. 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on any project without Twenty Four (24) hour prior notice. 6. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the specification requirements set forth in General Construction Note No. 1. 7. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. Work done without such approval does not relieve the Contractor from the responsibility of performing the work in an acceptable manner. 8. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. 9. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. 10. Quantity and placement of streetlights are contingent upon the electrical design by Idaho Power Company. The electrical contractor will be provided a street light map by the Meridian Public Works and Building Department, with the issuance of an Electrical Permit. p ca 11. Take all lot dimensions, easements and certain off-site easements from the plat. 12. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage and irrigation improvements are in place and functioning. 13. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic within and around the construction area. 14. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD at least twenty-four (24) hours prior to any construction. 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall determine the exact location of all existing utilities before commencing work, The Contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. 16. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water mains. This requirement does not apply to catch basins or sand and grease traps. 17. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). 18. The Contractor shall keep on site at all times the approved construction plans on which is recorded the actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide these locations to the Design Engineer for use in the production of record drawings. 19. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including but not limited to storm drain construction, trench backfill procedures, road way construction and concrete work. Any work to be done outside of the 300' extended boundary of the project will require a separate permit through ACHD Construction Services Division. The Contractor will schedule on inspection, requested through ACHD Construction Services, 208-387-6284, a minimum of 24 hrs. prior to construction starting. ROADWAY 1. All Contractors working within the public road are required to secure a ri ht -of - way construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot improvements outside the public right-of-way. 4. All construction in the public (ght-of-way shall conform to the current Edition of the I.S.P.W.C. and the latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any improvements. 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public Works will inspect storm drainage improvements serving private roads, parking lots and other paving improvements outside the public right-of-way. 7. Place all water valves, blow -offs and manholes so that they do not conflict with any concrete curb and gutter, valley gutter or sidewalk improvements. 8. The street Contractor shall backfill all sidewalks at the completion of the paving. 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the street and include any area damaged by equipment during trenching operations. 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, contractor shall replace the entire roadway surface. 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel path of a lane. Matchline shall only fall in the center or edge of a travel lane. 4). Flowable fill or imported material may be required if the native trench material is deemed unsuitable by ACHD Inspector, does not meet compaction standards or time is a critical factor. 5). Any exceptions to these rules shall be pre -approved in writing by ACHD Staff before construction begins. 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the ACHD Policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD assumes no liability for errors or deficiencies in the design. All variances from ACHD Policy shall be approved in writing. The following variances, listed by date and short description, were approved for the project: Seepage Beds wider than 15', to be approved by ACHD. 11. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but not limited to, storm drain construction, trench backfill procedures, roadway construction and concrete work. Any work to be done outside of the 300' extended boundary of the project will require a separate permit through ACHD Inspection Services Division. The Contractor will schedule an inspection, requested through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) hrs. prior to construction starting. WATER 1. Construction of the water system shall conform to the standards in the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in General Construction Note No. 1. 2. The horizontal separation of . potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place water service lines in a two (2) inch diameter pipe wherever the service line crosses a storm water treatment facility (i.e. seepage beds, drainage swales). The pipe material used for sleeving must be impervious to contamination from petroleum products and must be approved by the Idaho Department of Environmental Quality (IDEQ). 5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all AWWA and standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). 7. All water pipe and fittings shall comply with applicable portions of Division 400 of the Supplemental Specifications and Drawings to the ISPWC. Water mains shall be AWWA C-900, or C-909, Class 150 PVC. 8. Five (5) feet of cover shall be provided for all water mains located in a section -line and mid section -line road. Four (4) feet of cover shall be provided for all other water mains. 9. Locate subsurface storm water disposal facilities (includingun-lined ponds, infiltration beds and drywells) at least 25 feet from main water lines. This requirement does not apply to catch basins or sand and grease vaults. 10. The Contractor shall notify the Public Works Department two (2) working days before initial construction begins and shall also request inspection of water lines and appurtenances twenty-four (24) hours in advance of backfilling. 11. Construct, pressure -test, flush and disinfect all water distribution systems in accordance with applicable portions of Section 401 of the Supplemental Specifications and Drawings to ISPWC. 12. The Contractor shall be responsible for locating and marking all existing service connections per Standard Drawing SW3. 13. After installation of the water mains, the trenches shall be compacted to 95 percent of maximum density to prevent further settlement. 14. The Contractor shall field -verify all valve box lid elevations to assure the lid elevations match final street grade, & that all meter lid elevations match an extension of the sidewalk grade as shown on Standard Drawing W5. Contractor shat[ inspect all valve risers for foreign debris and to ensure that the locking lids are free of concrete from the collar pouring operation. 15. Flanged or mechanical -joint valves shall be located in the street, and fire hydrants are to be centered between back of sidewalk and the right-of-way as shown on Standard Drawing W7. All gate valves shall be set as close (flange connected) as possible to main line fittings. 16. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Engineer. 17. The Contractor may pressure test all water lines before disinfection and flushing, for His own benefit prior to installation of other utilities to ensure the integrity of the installed line. After all utilities are installed and prior to paving, the Contractor shall perform a final pressure test and finder wire continuity test with Meridian Public Works Department personnel in attendance. The Contractor shall furnish all personnel and equipment necessary to conduct the test. Only water from the City of Meridian's water system shall be used to conduct the pressure test. 18. The most current edition of the City of Meridian Specifications and Standards Book MUST be on-site at all times. A stop order can be issued if the book is not on-site. 19. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the right-of-way where there is attached sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. STREET PLAN LEGEND 0+00.00 Centerline Stationing Concrete Vertical Curb, Gutter & Separated Sidewalk, per ACHD Supplemental to ISPWC SD -701 & SD --709 Concrete Rolled Curb, Gutter & Separated Sidewalk, per ACHD Supplemental to ISPWC SD -702 & SD -709 5' Concrete Sidewalk per ACHD Supplemental to ISPWC SD -709 Valley Gutter, per ACHD Supplemental to ISPWC SD -708 Storm Drain System with a Drop Inlet, Tyype N 0-12"SD ° ° per ACHD Supplemental to ISPWC SD -604A & Manhole, ISPWC SD 611 - - Boundary Line Right -Of -Way Line Centerline Lot Line �- Direction of Surface Flow a71i N 1. Construction of the sewers stem shall conform to the standards in the Wastewater Rules IDAPA y o a 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. 2. The horizontal "separation of potable water mains and non -potable water mains (sanitary sewer, storm drain and irrigation) shall be a minimum of ten 10 feet. Where it is necessary for a 9 ) ( ) rY potable water main and non -potable water main to cross with less than eighteen 18 inches of P P 9 ( ) vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place sewer service lines in a six (6) inch diameter water class pipe wherever the service line crosses a stormwater treatment facility (i.e., seepage beds, drainage swales). 5. When cover over a sewer pipe is less than. three. (3)_feet..from.top of pipe to. subgrade or tap .. of pipe to natural ground, use "Class 200 water pressure pipe", ASTM D 2241, SDR 21, including service lines and fittings. 6. The Contractor shall conduct an air pressure test and television inspection after all underground utilities have been installed. The Contractor shall provide a videotape of the inspection prior to final acceptance of the sewer. 7. All CCN inspections shall be completed by third party testing firm. 8. Approval and acceptance of all sewer construction will be by the Public Works Department and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner inaccordancewith the approved construction plans and Standard Specifications and Drawings. 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM D-3034, unless otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of the Supplemental Specifications and Drawings to the ISPWC. 10. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. Mark and construct service .lines in accordance with Section 504 per City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the right-of-way where there is attached sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may be a maximum five (5) feet deep at the property line unless otherwise approved by City Engineer. 11. The Public Works Department will inspect all public sewer construction whether within public right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours prior to start of construction, and again twenty-four (24) hours prior to pouring concrete collars. 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, during the pipe laying and pipe joining operations and while making sewer taps. Clean and restore to their original state any ditches and storm drain facilities that are silted due to the Contractor's dewatering efforts. Bedding and pipe zone material shall be three-quarter (3/4) inch rock chips unless otherwise approved. 13. The Ada County Highway District will inspect the trench above the pipe zone in accordance with current ACHD standards. 14. Install sewer service lines prior to street improvements. 15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. 16. The Contractor shall test all sewer lines in accordance with , Section 501 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. 17. All manholes shall be constructed to be watertight with the top of cone located within one (1) foot of the finished grade. The sewer Contractor shall supply all lid assemblies and the required number of risers and grade rings. The sewer Contractor shall field -verify the elevation of the top of the manhole cone to assure that all ring elevations match final street grades. Manholes may have 12 inches maximum of grade rings. 18. Where concrete collars are used, the paving Contractor shall set the grade and pour the concrete collars per Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. The paving Contractor shall contact the City of Meridian Public Works Department 24 hours prior to pouring concrete collars. 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with the vertical wall placed on the upstream side and rotated 45 degrees. Manholes less than four (4) feet deep shall have concentric cones. 20. The Contractor may air test all the sewer lines after backfilling and settling of the trenches for his own benefit prior to the installation of the other utilities to ensure the integrity of the installed line. He shall furnish all equipment and personnel required to perform the test. The Contractor shall retest all sewer lines, in the presence of the inspector for the City of Meridian Public Works Department, after all utilities have been installed and prior to installation of the street surfacing. The Contractor shall schedule with City of Meridian Public. Works Department a minimum of 24 hours prior to the retest. 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Engineer. 22. The Contractor shall be responsible for locating and marking all existing service connections in accordance with Standard Drawing SW3. 23. The most current edition of the City of Meridian Specifications Standards & Drawings to the ISPWC Book MUST be on-site at all times. A stop order can be issued if the book is not on-site. SEWER LEGEND 10 19 ---I- S Sewer Line & Station -- 0 S-.-*- Sewer Manhole S.C. Service Connection S.L. Service Length S.I. Service Invert - -o- -8 S-- - Exist. Sewer Line 3 and Manhole- WATER LEGEND g'yy Construct Water Line •=-1 Install Double Water Service Install Single Water Service �- Install Fre Hydrant �- Install Conc. Thrust Block - - -8"W- - - Existing Water Line - - - --o===J Existing Double Water Service o Existing Single Water Service �- Existing Fire Hydrant UNPLATTED T --F- I-8zo-1 11 - 1 6 1 7 1 8 1 9 1 10 171NG SO THERN o 1 _I _"HLANZp Sit �, E. SHADY Owf_ DR. NO. SION ` 5 T- T T 11 \7 'I o N ; o 0 0 Q� O E a> o c c +� L Z 19 1 18 I 17 I 16 12 R��KHPMP /\ \ Q� oCa�3o� V_ =oma.=�, �W o ��w D I I eto�ir s st 1 TURE SKY ESA UBDIVIS \ I " ° O J PTO ST. o ¢ _ L �' E. RpCKHAM 1 o �, �, 12 13 14 I 15 15 BLOCK 4 / a \< BLOC/C 6 , / 2 \ m o 0 0 a w m J--1--1--L� t4 3 QE E. LACHLAN ST. a 3 WP / / -O 2 o U N L Qom..`.• y - - - - A / BLOCK 1 NNIP ERS '/fir' 1.�4 Z C �,• � V N y U O O I _ `a \ 13 4 o O N y 3 ati 1 ``'' 2� E -Z, C a BLOCK 3 o=we E J__ \ \ 12 5 J, 2 6 0 1 1 t t � X90 EXITING SOUTHER HI�MLAKD_S 7 GF SU IVISION J_ J_ _1 0. �3 10 v __L - _ E. LA GRANGE DR 8 l r 9 0 18 Cn 10 0 0 0_•- W::)N Q, - � o 0 T = D L ++ Z t2 ao _ V w V Q N V V (n �Jn c c N 17 7 ( 11 c,; BLOCK 1 - - 16 /TRAiL _ 6 12 MORES OR i BLOCK 1 13 15 � 5 4 14 / 7 I IfT �-1 UiI 8 � O O L V IVUTURE O C E U; _ _85 E. MORES TRAIL DR. 1 W \ I N 9 N N O 45 1 BLOC 2�FYI w �t �L g O ~ O O V Yy0 BD ViSION I h C U O C O = 4) V d - \ 19 _ I o N> \ vi I �o ��o�o - - - - -1 o z E. TACONIC DRIVE BM - BM #1 ~ U21- �3 r_1 T E. TACONIC. DRIVE TT I � FUTU KY MESA p►� ( �- I �UTUR SK�MESA I SIO I I 1 >\) /Z Z�- / /►/ \ I -1 I L L SIBENCH MARKS SITE PLAN 1 " = 200' NAVD88 NAD83 (SADA CO. HARN) VERTICAL DATUM HORIZONTAL DATUM 8M if ELEVATION = 2691.29 N = 688,414.1 CHISEL " X ", IN HEADWALL E = 2,464,845.5 BM 2 ELEVATION = 2686.99 N = 688,382.5 PK & WASHER IN PAVEMENT E = 2,463,848.1 BM #3 ELEVATION = 2686.52 N = 688,411.4 CHISEL " X ", TBC E = 2,462,871.9 HORIZONTAL DATUM USED US GOVERNMENT HORIZONTAL NAD83 ADJUSTED TO THE ADA COUNTY H.A.R.N. SURVEY THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL G RA DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. SHEET INDEX 1 C V L 2 19 T-1 wL N O L na�E°.' 2 OF 00 =Tv ao>11 GRD -1 = GRADING PLAN LL V a� aory 0 m N N �. ++BOE E. TACONIC DRIVE 3 C L � T• � 19 \7 'I o N ; o 0 0 Q� O E a> o c c +� L Z 19 1 18 I 17 I 16 12 R��KHPMP /\ \ Q� oCa�3o� V_ =oma.=�, �W o ��w D I I eto�ir s st 1 TURE SKY ESA UBDIVIS \ I " ° O J PTO ST. o ¢ _ L �' E. RpCKHAM 1 o �, �, 12 13 14 I 15 15 BLOCK 4 / a \< BLOC/C 6 , / 2 \ m o 0 0 a w m J--1--1--L� t4 3 QE E. LACHLAN ST. a 3 WP / / -O 2 o U N L Qom..`.• y - - - - A / BLOCK 1 NNIP ERS '/fir' 1.�4 Z C �,• � V N y U O O I _ `a \ 13 4 o O N y 3 ati 1 ``'' 2� E -Z, C a BLOCK 3 o=we E J__ \ \ 12 5 J, 2 6 0 1 1 t t � X90 EXITING SOUTHER HI�MLAKD_S 7 GF SU IVISION J_ J_ _1 0. �3 10 v __L - _ E. LA GRANGE DR 8 l r 9 0 18 Cn 10 0 0 0_•- W::)N Q, - � o 0 T = D L ++ Z t2 ao _ V w V Q N V V (n �Jn c c N 17 7 ( 11 c,; BLOCK 1 - - 16 /TRAiL _ 6 12 MORES OR i BLOCK 1 13 15 � 5 4 14 / 7 I IfT �-1 UiI 8 � O O L V IVUTURE O C E U; _ _85 E. MORES TRAIL DR. 1 W \ I N 9 N N O 45 1 BLOC 2�FYI w �t �L g O ~ O O V Yy0 BD ViSION I h C U O C O = 4) V d - \ 19 _ I o N> \ vi I �o ��o�o - - - - -1 o z E. TACONIC DRIVE BM - BM #1 ~ U21- �3 r_1 T E. TACONIC. DRIVE TT I � FUTU KY MESA p►� ( �- I �UTUR SK�MESA I SIO I I 1 >\) /Z Z�- / /►/ \ I -1 I L L SIBENCH MARKS SITE PLAN 1 " = 200' NAVD88 NAD83 (SADA CO. HARN) VERTICAL DATUM HORIZONTAL DATUM 8M if ELEVATION = 2691.29 N = 688,414.1 CHISEL " X ", IN HEADWALL E = 2,464,845.5 BM 2 ELEVATION = 2686.99 N = 688,382.5 PK & WASHER IN PAVEMENT E = 2,463,848.1 BM #3 ELEVATION = 2686.52 N = 688,411.4 CHISEL " X ", TBC E = 2,462,871.9 HORIZONTAL DATUM USED US GOVERNMENT HORIZONTAL NAD83 ADJUSTED TO THE ADA COUNTY H.A.R.N. SURVEY THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL G RA DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. SHEET INDEX 1 OF 19 T-1 = TITLE SHEET 2 OF 19 GRD -1 = GRADING PLAN o 0 m N N �. =�wZ E. TACONIC DRIVE 3 OF 19 WiD-1 = WIDENING PLAN 4 OF 19 ST -1 = STREET PLAN 5 OF 19 ST -2 = STREET PLAN 6 OF 19 ST -3 = STREET PROFILES 7 OF 19 ST -4 = STREET PROFILES 8 OF 19 SD -1 = STORM DRAIN PLAN 9 OF 19 LIGHT = STREET LIGHT PLAN 10 OF 19 S-1 = SEWER AND WATER PLAN & PROFILE E. ROCKHAMPTON DRIVE/ S. MONTAGUE WAY 11 OF 19 S-2 = SEWER AND WATER PLAN & PROFILE S. MONTAGUE WAY/ S. BENTWATERS WAY 12 OF 19 S-3 = SEWER AND WATER PLAN & PROFILE S. MONTAGUE WAY 13 OF 19 S-4 = SEWER AND WATER PLAN & PROFILE S. STROMBOLI PLACE 14 OF 19 S-5 = SEWER AND WATER PLAN & PROFILE E. MORES TRAIL DRIVE/ E. TACONIC DRIVE 15 OF 19 PIRR-1 = PRESSURE IRRIGATION PLAN 16 OF 19 PIRR-2 = PRESSURE IRRIGATION PLAN 17 OF 19 PIRR-3 = PRESSURE IRRIGATION DETAILS & NOTES 18 OF 19 DT -1 = STREET DETAILS 19 OF 19 DT -2 = STORM DRAIN DETAILS VICINITY MAP N.T.S. LOCATED IN NE 1/4 OF SECTION 32 TOWNSHIP 3 NORTH, RANGE 1 EAST, B.M. MERIDIAN, ADA COUNTY, IDAHO DEVELOPER SKY MESA DEVELOPMENT, LLC 729 S. BRIDGEWAY PLACE EAGLE, IDAHO 83616 Contact: Chad Hamel Office: (208) 577-5501 Fox: (208) 577-5510 Z. O Z 00 O U O L_ 0 0 W 00 Z O a' O O 0 o m Q W O O Q Ii Z 0 1pNAL _r OF G M. SIT ID > - g ca o C" o COD ZW��Z Z Ld M F- N °' O o 0 m N N �. =�wZ t�OaN zZ�;ZZ �~ W x V)LZ zao�.w - o 00 Z 0 �ZNo� AF- o QZo�o O _Q W C1 mow=C> z o�wo� C) ZZZ iw N a w> W- Z o_ m � fnz�ro �woZa a ID o C" o COD - Z Ld M F- N °' vc o U) W_ �. t�OaN W �~ W x V)LZ - o 00 AF- o QZo�o O _Q W C1 z�v Wrn N a 0 s o_ W LU U) W F_- I - SCALE NTS DWG.DATE 01/19/18 PROJ. No. 170713 SHEET 1 OF 19 T-1 /SHEETS/170713-T1.DWG • O� Z m LdZcr- W �,gO - �~ rN AF- U W W LU U) W F_- I - SCALE NTS DWG.DATE 01/19/18 PROJ. No. 170713 SHEET 1 OF 19 T-1 /SHEETS/170713-T1.DWG N _ _ _ - ----- --= _-T 0 rn n 205.21- 2655.01- o .- 00 < 26g5.N C - - ----------- : .._�,5.1s?S- - - �- t�P-------- rj4: .................................................... .... �- •--�rst6.43�- ........................... .�`A4 9686.31------............_.; _.........��� r.' ----=- WIDENING KEYNOTE ITEM LIST ITEM DESCRIPTION !� CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709. SEE SHEET DT -1 FOR DETAIL B1 INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD -1132B AND INSTALL A SIGN STATING THAT 'THIS ROAD WILL BE EXTENDED IN THE FUTURE'. COORDINATE SIGNAGE WITH ACHD STAFF. INSTALL TYPE 11 BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -1132A, PER MUTCD 62 PROVISIONS SECTION 60.02. THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. Cl CONSTRUCT CONCRETE VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -701. C2 CONSTRUCT CONCRETE ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702- Q CONSTRUCT CONCRETE VERTICAL CURB (ISLAND)- NO GUTTER SEE SHEET DT -1 FOR DETAIL C4 CONSTRUCT CURB TRANSITION, VERTICAL CURB TO ROLLED CURB. SEE SHEET DT -1 FOR DETAIL C5 CONSTRUCT CURB TERMINUS, PER ISPWC SD -707. D CONSTRUCT 1.5' DEEP V -DITCH AT END OF ROAD TO TEMPORARY STORM DRAIN POND. DS CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709. SEE SHEET DT -1 FOR DETAIL L2 INSTALL CITY OF MERIDIAN TYPE 11 STREET LIGHT. SEE SHEET 9 OF 19 FOR STREET LIGHT PLAN. MS CONSTRUCT 5' MEANDERING SIDEWALK AROUND EXISTING UTILITIES AND LANDSCAPING AS NEEDED PER ACHD SUPPLEMENT TO ISPWC SD -709. CONTRACTOR SHALL EXCAVATE EXISTING TEMPORARY POND AS NEEDED TO REMOVE ALL UNCOMPACTED AND UNSUITABLE MATERIALS SO N1 STRUCTURAL FILL CAN BE PLACED. CONTRACTOR SHALL HAVE AN INDEPENDENT SOILS TESTING LAB VERIFY THAT ALL UNSUITABLE MATERIALS HAVE BEEN REMOVED AND THAT THE MATERIAL AT THE BOTTOM OF EXCAVATION IS SUITABLE FOR STRUCTURAL FILL TO BE PLACED UPON. CONTRACTOR SHALL FILL EXCAVATION WITH STRUCTURAL FILL AS DESCRIBED IN THE STRUCTURAL FILL NOTE ON THIS SHEET. N2 TELEPHONE RISER TO BE REMOVED AND RELOCATED BY CENTURY LINK AT THE BEGINNING OF THE PROJECT. N3 REMOVE AND DISPOSE OR RELOCATE EXLSTING LANDSCAPING AS NEEDED. COORDINATE ALL WORK WITH LANDON NORTHEY (PHONE: 208-999-0965) N4 REMOVE AND DISPOSE OF 40 LF CONCRETE SIDEWALK AND ASPHALT PATH. N5 REMOVE AND DISPOSE OF 10 LL CONCRETE CURB TERMINUS. N6 REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER, AND PAVEMENT AS SHOWN AT THE CITY OF MERIDIAN WATER DEPT. ENTRANCE. COORDINATE ALL WORK WITH CITY OF MERIDIAN WATER DEPARTMENT. N7 REMOVE AND DISPOSE OF 32 LF EXISTING 12' CMP. COORDINATE ALL WORK WITH CITY OF MERIDIAN WATER DEPARTMENT. N8 REMOVE AND DISPOSE OF 80 LF EXISTING 12' PVC AND DROP INLET. CONFIRM ALL PRESSURIZED IRRIGATION USED FOR FARMING HAS BEEN REMOVED PRIOR TO CONSTRUCTION. COORDINATE ALL WORK WITH N9 LANDON NORTHEY (PHONE: 208-999-0965) 10 EXISTING FORCE MAIN HAS BEEN ABANDONED REF RETAIN AND PROTECT ALL UTILITIES SCL SAWCUT LINE VG CONSTRUCT 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -708. 40 20 0 40 80 120 SCALE IN FEET WIDENING NOTES: 1. MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD -301, SD -303 AND SD -806. CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR USE THE FOLLOWING FOR LOCAL STREETS: 2 1/2' OF ASPHALT, 4' OF 3/4' CRUSHED AGGREGATE AND 13" OF 6' MINUS PMWN, AND FOR E. TACONIC DRIVE USE 3' OF ASPHALT, 6' OF 3/4' CRUSHED AGGREGATE AND 13' OF 6' MINUS PITRUN. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK WITH UTILILTTY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK TELEPHONE. 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5% SLOPE. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES' ALLOWED. ALL SIDEWALKS SHALL MEET ADA REQUIREMENTS. 5. SEE SHEET SD -1 FOR STORM DRAIN DATA AND ELEVATIONS. 6. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD -712H WITH TRUNCATED DOMES SIMILAR TO ISPWC SD -712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. 7. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFlLLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 8. ADJUST ALL EXISTING WATER VALVES IN WIDENING AREA AS NEEDED AND POUR CONCRETE COLLARS AROUND WATER VALVES AS NEEDED. 9. CONTRACTOR SHALL REPAIR AND/OR RELOCATE ALL DAMAGED LANDSCAPING, SPRINKLERS, ETC., TO ORIGINAL CONDITION OR BETTER. COORDINATE REPAIRS AND RELOCATIONS WITH LANDON NORTHEY (208-999-0965). 10. CONTRACTOR SHALL CONFIRM ALL EXISTING PRESSURIZED IRRIGATION USED FOR FARMING HAS BEEN REMOVED AND CAPPED ACCORDINGLY. COORDINATE WITH LANDON NORTHEY (208-999-0965). ' aL.• i3 L aa9E2 O O =�'oE 1 t O O N LL -r- Q> - O m y ++ O ca (L1�L. W 0 g�� ._ t ♦v . I� _ ro o C c •.� m VV _ 40 c � Q-'~ �It C C d 0. Q'^ N N N 'C tll N = IT- �'� o'Co m Z c w E U« o O= E L- .0- d •5 U p a; E FL 1i _�o+c3�cc a' v>, mO v `oz nw m DL O N 5 C..i V O 3• t LL MORES TRAIL _ U a _C =_ Bl O W mco "••-' -•- . -•. '.\ i'\p O L to p m m c c O ••� Vl C C .O ID L •y -✓ zQ 2 U -p 2` S _ 0-0 N V O N y N � p N 21 .. o \� z � o 2 y C �• n c E 3 s =\ U 'O �v a>i +' y •3 s 4w O yam..• C •„V, O •E '--• \ '" C 13+06.80 � ~ U � s C N 1 O 42685.52 VC a o o �, 1,1_1112685.10 EP MATCH IXISiINGy13+03.30 12+38 30 w c EW U j N2685.53 VC Z 2685.11 EP 2685.411 EP REF 8 I- .. :26606•. ....NALB2- ....--- REF- 2687 10 iSTE ... R•-........._ _ .. ... - . ............ .... til. ..._. - .._. ... � m 36 ...................................••-................•-- .._.....................: .. _ .. _ . . L2 •................................................................................................ _--- --_=-- =84.92 2s852�3E - ao - -12 � =3f� s,�-20-19X o o Zss� j3 -- _ _ - -2 �o _ o OF - 20.E C5 SCL ?ms's 2685.97 N .:_ :....2010, -, - _ 6� E. TACONIC Qin. -.. 268526_ _ .....^ :- - x?¢YS�? - 2695.64 2�rJ9x- - - - -- - 7 �i- - - _ ._ 2686.1 w g ................. ....... ..................._........... ........... _._ ...._.._._._....._...._........._._.......... ' .... ............... .... a. O C9 - _- 2 _ 5.10 X.....-----..- 65 2686 g1 ........14 g6�'' 2687.41 ��vwiwz ..... -•--268691 26�' 268j.Q3 z o ' a w � .2657.48 ,"¢ z o z - - .. 8Af1204 PK & WASHERz J U Z �oN"W�� R&=2686.99'CD Z Z Z W w LLJ 0 Z m N 2 1 O = W Z O � O Z a c O 0) � N � 00 Pr) Oc1c 00 C'4 w� STRUCTURAL FILL NOTE: W ( o Q _ 1. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1 -FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING GROUND AND C) BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING u °' AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. V 0:�Z Cl COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING vai Q m PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. O 0 w °O Z � O Wa� N o O •IL_ ACHD NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. 0 In °r° U d? � p LL o0 W 00 J> z 0 rn 0 c� 0 a o � Q W O O Q LL z 0 • O ZLLI m v` Z fkf W C) z -� Ono r� VL t - SCALE 1 "=40' HORIZ DWG.DATE 01/19/18 PROJ. NO. 170713 SHEET 3 OF 19 Wl D- 1 170713-ST.DWG